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Home My WebLink About05-10 Fieldstone Apartments - Garden Apts. - Red Bud - BackfileGENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia SCALE: 1" = 2000' County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion --- --- A and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of EXISTING INTERMEDIATE CONTOUR --3a0 �� J 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 ��® T construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern.man ;in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and PROPOSED CONTOUR 400 @ 7 Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health EXISTING EDGE OF PAVEMENT �.� 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Trans ortation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be PROPOSED EDGE OF PAVEMENT �� ,/ (VDOT� and Frederick County prior to construction in existing State right-of-way. EXISTING CURB AND GUTTER -- -- -- in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, all traffic 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is control flaggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge PROPOSED CURB AND GUTTER required under State law. Specifications. TRANSITION TO REVERSE CURB M1111i il..." �._�..= ....", ' 4 �,: � -.,il 5. The exact location of all guard rails will be determined by VDOT personnel.LU A Joint inspection will be V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including r_ held with the Developer, County Representatives, and Representatives of the Virginia Joint of traffic signal poles, junction boxes, controllers, etc., owned b VDOT or private / public utility companies. EXISTING TELEPHONE LINE - - T - - - - T - - - - - - - _ � y p y _... ._ aD Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The It is the sole responsibility of the developer to locate and identify utility facilities or items that may be PROPOSED TELEPHONE LINE T _ � Ct� _� - �� $ develo er will be responsible for providing guardrail and paved ditches as determined by this joint inspection: in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the �% - --_ _ ..__, gov a) o 1 o U Refer o developer from this responsibility. EXISTING STORM SEWER Cq Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROPOSED STORM SEWER 'an CO LO V5. Design features relating to field construction, regulations, and control or safety of traffic may be ID i �, I 1 o 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field EXISTING SANITARY SERER -A -� --� -� - -�-5 -- - - --- -- >1 representative of the developer must be available at all times. revision shall be the responsibility of the developer. UJ PROPOSED SANITARY SEWER S p - ti 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 Control Devices (MUTCD). use permits for any work within VDOT right-of-way. EXISTING ELECTRIC SERVICE - -E - - - -E - - - -E - - -MEN r v 00 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, apre-construction conference shall be arranged and PROPOSED .ELECTRIC SERVICE E Cam` Q 0 embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies, EXISTING GAS LINE - - G - - - - G - - - - G - - - 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less utility companies and VDOT prior to initiation of work. SHEET INDEX p PROPOSED GAS LINE G COVER SHEET 1 than 6 will require revised pavement sectionpprepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to be in or cease for any PROPERTY LINE EROSION & SEDIMENT CONTROL PHASE I 2 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 _ EROSION & SEDIMENT CONTROL PHASE II 3 indicated on the plans and as required at the field inspection. required or requested inspection. EXISTING EASEMENT LINE ADEQUATE CHANNEL ANALYSIS 3A o PROPOSED EASEMENT LANE EROSION & SEDIMENT CONTROL DETAILS & NARRATIVE 4 .a 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 GEOMETRY & UTILITY PLAN 5 .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 - GRADING PLAN. 6 w Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other ENTRANCE, UTILITY PROFILES AND COMPUTATIONS 7 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 LANE �� *•� FCSA & MISCELLANEOUS DETAILS 8 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 VDOT & MUTCD DETAILS 9 Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices FLOW LINE VDOT DETAILS 9A 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly FENCELINE X X X _ MUTCD & RENO MATTRESS DETAILS 9B to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take rectified. LANDSCAPE PLAN AND DETAILS 10 whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free EXISTING UTILITY POLE/GUIDE WIRE n BUFFER & SCREEN CONCEPT & CALS, TOT LOT & PICNIC TABLES 10A condition at all times. LIGHTING PLAN IOB V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the H end of construction. EXISTING TELEPHONE PEDESTAL 14. Notification shall be given to the appropriate utility company prior to construction of water and/or .� THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION W sanitary sewer lines. Information should also be obtained from he appropriate authority concerning permits, VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING WATERLINE W/ TEE � `~-� �-�� I �fr�° ~- �- ~- OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION Z z � Z z cut sheets, and connections to existing lines thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED WATERLINE W/ TEE W z o W W � o conflict Dints. PROJECT INFORMA TION O o 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the P EXISTING FIRE HYDRANT/VALVE/METER '� 9 d ' current standards and specifications of the Frederick County Sanitation Authority. OWNER VALLEY MILL ROAD, LLC to o o v O O co V12. Any unusual subsurface conditions (e.g.. unsuitable soils, springs, sinkholes, voids, caves, etc.) PROPOSED FIRE HYDRANT/VALVE/METER ® U �, 0 U 0 U 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 PARCEL ID : 55-((A))-i81C 5 �. w 1 T PROPOSED REDUCER �7 z V) o Z contractors responsibility to verify the exact horizontal and vertical location of al existing utilities as needed engineer and VDOT Work shall cease in that vicinity until an adequate design can be determined by the INSTRUMENT # 6188 YR: 2002 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. utility verification and the proposed construction. SIGNS SITE ACREAGE 5.584 AC w W V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT CURRENT ZONING RP - RESIDENTIAL PERFORMANCE DISTRICT o p� A 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be CURRENT USE VACANT result of his construction project within or contiguous to the existing right-of-way. present to insure the sample obtained is representative of the location. When soil samples are submitted PARSING INDICATOR Al2 18. When grading is proposed within easements of utilities, Letters of p p permission from all involved companies to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a INDICATES THE NUMBER OF TYPICAL PARI4NG SPACES PROPOSED USE GARDEN APARTMENTS must be provided to Frederick County Public Works Department prior to issuance of grading and/or site project to be accepted by VDOT and that testing shall be performed in accordance with all applicableVDOT standards and procedures. PROPOSED DWELLING UNITS 25 development permits. MAXIMUM DWELLING UNITS 55 UNITS = 5.584 AC X 10 UNITS/AC (10 UNITS/ACRE PERMITTED) 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 ( IMPERVIOUS ACREAGE 0.482 AC = 20,997 SF C) 0 o 0 p W o 0 0 o CO 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 C 0.00 F, I co I of a I I Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street SIN. OPEN SPACE REQUIRED 1.675 AC (30%) = 5.584 AC X 0.30 .� t` 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, densitytests shall be performed b a qualified independent VEHICLES PER DAY COUNT I00 '-' w P Y q P OPEN SPACE PROVIDED 4.868 AC (87.18% ENV, FLOODPLAIN, STEEP SLOPE) A 1 o I I ICQ CV I I in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be MIN. REQ, USABLE OPEN SPACE 0.838 AC 1.675 AC X 0.50 (NOT IN ENV, FLOOD PLN, STEEP SLOPE)) engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. PROPOSED BUILDING ENTRANCE USABLE OPEN SPACE PROVIDED 1.192 AC, USABLE (NOT IN ENV, FLOOD PIN, STEEP SLOPE) 21. The contractor is to verify field conditions prior to and during construction and notify Greenway V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as N SPACE IN ENV. FEATUF 3.676 AC, (ENVIRONMENTAL, FLOODPLAIN & STEEP SLOPES AREAS) Engineeringat (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT. RECREATIONAL UNITS s THE RECREATIONAL AMENITIES SHALL BE PROVIDED YaITH THIS DEVELOPMENT: R��T OF approved plan. V16. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet PROPOSED SANITARY LATERAL CLEANOUT S ON SHEET PICNIC SHELTER, 2 TABLES WITH BENCHES &TOT LOT SEE DETAILS p 22. Controlled fills shall be compacted to 95% of maximum density as determined by method ".A" per standard VDOT minimum design standards and is the responsibility of the developer. g y ON SHEET l0A proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered FLOODPLAIN : EX. FLOOPLAIN DATA TAKEN FROM FLOOD INSURANCE RATE MAP v y 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 pavement markings shall SANITARY MANHOLE IDENTIFIER I2 MAP NUMBER 51069CO240D EFFECTIVE DATED SEPTEMBER 2, 2009 TUNG NM ADHIIWSUMA geotechnical report has been prepared, it should supersede the requirements in this note. be installed b the developer or, at VDOT's discretion, b VDOT on an account receivable basis following '0 Lie. No. 26715 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic Control Devices. y g WATER &SEWER : WATER AND SEWER IS AVAILABLE AND WILL BE PROVIDED BY FCSA. �0 excavating or blasting at least two (2) workin daps, but not more than ten (10) working days, prior to STORM DRAIN STRUCTURE IDENTIFIER OS 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 DIMENSIONAL RlLT '� QUI�E1'iNTS `SIGNAL 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 condition. :,right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit EXISTING SPOT ELEVATION X�3.4 MAXIMUM GROSS' DENSITY ALLOWED - 10 UNITS PER ACRE 24. All utilities to be located underground. and total prices may be obscured. MINIMIUM LOT -AREA -AND PARKING SPACES V19. Aggregate base and subbase materials shall be laced on subgrade by means of a mechanical ;t EFFICIENCY 1 300 S FT 1.5 PARKING SPACES 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 30.4 of PROPOSED SPOT ELEVATION X 35 Q the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform 1 BEDROOM 1,700 SQ FT 2.0 PARKING SPACES these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 2 BEDROOM 2,000 SQ FT 2.25 PARKING SPACES In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity LIGHT POD -�- 3 BEDROOM 2,550 SQ FT 2.5 PARKING SPACES Note: Any place within these plans stating Greenwayy Engineering, shall represent GreenwayEngineering, Inc. to be present during the construction and testing of the density control strip. MAXIMUM SITE IMPERVIOUS RATIO - 0.50 FCSA CONS1 T u U TION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and �y g,� ACTUAL, SITE IMPERVIOUS RATIO - 0.1' 8 Bridge Specifications. Density shall be determined using the densicontrol strip as specified in Section SUR VET' AND TOPOCRAPIIIC INFORMATION MINIMUM LOT SIZE - 1.0 ACRE (ACTUAL 5.584 AC) 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test MINIMUM SET BA(IK re orts shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be FRONT 35' FROM R/W (ACTUAL SHOWN 131') 1. The Authority's Water and Sewer Standards and Specifications are available at notified and given the opportunity to be present during the construction and testing of the control strip. 1. Boundary survey was performed by: 20' FROM PARKING LOT (ACTUAL SHOWN 21') www fcsa-water com <http://www.fcsa-water.com . GREENWAY-ENGINEERING Dated: DEC-2006 SIDE 50' FROM PROPERTY PERIMETER ACTUAL SHOWN 101' V21. In accordance with Section 302.03, the foundations for i e culverts thirty-six 36 inches and ( �, 2. The water and sanitary sewer portion of the plans are valid for three years from date of P P y- ( ) larger shall be explored below the bottom of the excavation to determine the type and condition of the REAR 50 FROM PROPERTY PERIMETER (ACTUAL SHOWN 112 O FCSA approval. foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for 2• Aerial, horizontal and vertical control surveys were 3. The contractor shall adhere to the Authority's standards and specifications in effect at the a roval rior to lacin i e. Foundation desi ns shall com 1 with VDOT Road and Bride Standard performed b GREENWAY-ENGINEERING DEC-2006 MINIMUM BUILDING SEPARATION WITH FIRE RATED WALL 10' ppP P P g PP PY, g Y p_', time of construction. PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design (Year) MINIMUM BUILDING SEPARATION WITHOUT FIRE RATED WALL 20 E.._, <� 4. The contractor shall coordinate with and arrange for inspection by the Authority. and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. MAXIMUM BUILDING HEIGHT: 40' PRINCIPLE BUILDING ;> 5. The contractor shall connect a new sewer line to an existing manhole by core drilling the 3. Aerial topographic mapping performed by: 15' ACCESORY BUILDING manhole. V22. The foundations for all box culverts shall be investigated b means of exploratory borings advanced Q g Y P dY ,� Dated: MAXIMUM NUMBER OF UNITS/BUILDING: 16 UNITS / BLDG. 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. below proposed foundation elevation to determine the type and condition of the foundation. e >_ The Authority shall furnish all needed material and make the tap. contractor shall submit copies of borehole logs and report findings of foundation exploration to the NUMBER OFF STREET PARKING W 14 E-i The contractor shall submit an Application for Wet Tap and pay the required fees. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT WATER AND SEWAGE USAGE: PARKING REQUIREMENTS NUMBER OF BEDROOMS OF APARTMENTS SPACES REQUIRED REQUIRED SPACES W 7. Exact locations of water and sewer services on new lines to be coordinated with the Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place PARKING SPACES REQUIRED 1 4 2.00 8P-'+ '� box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise 25 SERVICES @235 GPD SERVICE = 5,875 GPD (� O Authority's inspector. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall / 2 21 2.25 47 CO O 8. The Authority's maintenance division shall furnish and install all water meters through 2 be determined by the engineer and approved by VDOT. TOTAL NUMBER OF REQUIRED SPACES = 55 E-4 inch in size. It is the contractor's responsibility to have the meter box assembly installed PARHIIdG SPACES PROVIDED = 57 correctly. Before a permanent meter is installed: V23. Approval of these plans shall expire three (3) years from the date of the approval letter. HANDICAPPED SPACES REQUIRED = 3 W a. The meter box, with its frame and cover, must be properly aligned with the HANDICAPPED SPACES PROVIDED = 4 > LU coppersetter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as O b. The frame and cover shall be set to final grade. specified by VDOT. ACTUAL WETLANDS = 0.463 AC MIN. OPEN SPACE OPEN SPACE O W C. The distance between the top of the cover and the coppersetter shall be between APPRO VAL ACTUAL STEEP SLOPES = 0.15 AC TOTAL LOT AREA REQUIRED PROVIDED Q Q 18 and 21 inches. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in OVERALL TOTAL = 0.613 AC < 243,239.04 SQ.FT. 72,971.71 SQFT. (30%) 212050.08 SQFT. (87.18%) 0 �D W d. All components of the meter box assembly shall be in proper working order. accordance with VDOT s installation criteria. Final approval of the guardrail layout to be given by VDOT 0.838 AC= 50% OF 1.675 REQ. OPEN SPACE 5.584 AC. 1.675 AC. 4.868 AC. M Q4 9. For services that connect to existing lines: after grading is mostly complete. a. The Authority shall furnish and install: 1. all 5/8"x3/4", 1", 1 %" and 2" water services 2. all sewer services. b. The contractor shall: FIRE MARSHALS NOTE FREDERICK COUNTY ZONING ADMINISTRATOR DATE PROJECT DEVELOPMENT TABLE Li Fire lane mars and signage: BUILDING AREA IMPERVIOUS AREA OPEN SPACE AREA TOTAL SITE AREA i. coordinate the location of the service lateral with the Authority's engineering Any "No Parking" signs and yellow painted curb locations will be installed `APPROVAL OF THESE PLANS SHALL EXPIRE FIVE 5 ( ) 0.234 AC 0.482 AC 4.868 AC 5.584 AC by field inspection at the direction of the Fire Marshals Office. (4.19%) (8.63%) (87.18%) (100.00%) assistant V ARfi 7nnV TuV nATV nTP VT AT%TNTATr ADDVMTAT 2. submit an Application for Service and pay the required fees. 10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013.Project 11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. The Authority shall review the mechanical plan(s) for design and material approval of a building's: a. Domestic water meter and its backflow prevention device, and/or its Fire service line's backflow prevention device. 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Operate and a copy of the stations DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released. TRIP GENERA TION DATA """""' ` """` ""' """' "` ` """"""' "` ` "" ""' Project Name:LLJ Fil,71LDSr] N� A P A TMENTS Number: 216OEum CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD ° TATEN APARTMENT BUILDING FROM ITE TRIP GENERATION 25 7TH EDITION 6.63 RESIDENCE 166 Magisterial District: RED BUD MAGISTERIAL DISTRICT Date of Plan: (Month, Day, Year) 08 25 2010 Owner: VALLEY MILL ROAD LLC Address, Including Zip Code & Telephone No. S. CAMERSTREET WI VI WINCHESTER, VIRGINIA 22601 540-662-3486 DATE: 1/24/07 0b. UTILITY CONTACTi) SCALE: AS NOTED Water/ Sewer: Power: Frederick County Sanitation Authority Phone: Verizon P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Allegheny Energy, Inc. Gas: Shenandoah Gas Co. 800 Cabin Hill Drive P.O. Box 2400 Greensberg, PA 15601 Winchester, VA 22604 1-800-255-3443 email: accsales®alleghanyenergy.com (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 Developer: GEORGE GLAIZE JR. Address, Including Zip 30 S. CAMERON STREET WINCHESTER, VIRGINIA 540-662-5058 Code 22601 & Telephone No. DESIGNED BY: WRS FILE NO. 2160E Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VIRGINIA 22602 540-662-4185 HANDICAPPED PARKING NOTE SHEET 1 OF 10 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 07-09 cc MIA UA z C\2 Lu co >m c\2 -t N a) '0') c\1 C:I) (J') -.q- C\2 z > Lo C\1 Lu (10) cl) LU 43 2, is Q) E IA J�'x uki EX WM Exam EX 6 I --y E)", GV'5 EX C-V'e �`zlx. F. HYD, 'NIL, W_ — —w— — — _—W.— — �EX G �V max. 1 ml W_ EX 101, _w C, _w- - - - :tyvqact - z.7, F-P Z P LEY MILL RO • W I -V < EX r_ 5VE u fi .- J z E- z A ROUTE -SVARIMFi zC "M= 11_W z Z 0 0 m ;FZ' -a- I ! - - " '. _= _71 EX - v — — -__ - — — E A""^ 04 71- P -e. :--- ;4_0 'X__ ---E-E - 7— — �E— — Z r -Q4 ul EX 010 EX tip _X Z S"M5 CIG x P-4 M E PIPE TO BE INSTALLED Accus- -:cp -M"eml— - AS PART OF PHASE, I. PRIOR / ,Y,�� _ _ � �;r"�.. TO {ANY OTHER DISTURBANCE _mo 4, 6^"F,',"e,'az�'�` `,:. '' \`� e`F�.'i�.I: W�I Z` Z` 0 4 1-4 IN TH_I$� AREA - 4 CQ 55F -y E4 5 TOTAI:_D15TUREED 0, 1111111111111111o" AREA 2 51 ACRES ! — �' �r, ,, \ ^ rix,, -� .-� EX. WETLANDS / �`'i ' — �- ,-' JH Opp ,,(DO NOT D15TU1. r O.a ACRES—.� ,s.�" ✓r /� / 4?;p;, „<:r i OP \ "� .,x^.•,? y'.., Ate` *^ .,. ex `.r• ` •-•a \ 'N + TUN ADRIKUSUMA "'s Uc. NO. I'll, O 0017 2,9 V1 03 ACRES 1� — 10 L 00 fie V4 S el D' 0 , + 03 ACRES -'004 so� co • % Z" 111 20 0 CIG 40 40 80 Q, Z + oo � � -- . �•K.,! �� 1_ _ �' _' �-„' ..- -- --s-- �_ SSF ----- ----'- __ � o`er" O / � ``�'�f SCALE: 1 40' I E- 0 SO ABRAMS CREEK zz - - BE SON515LE LAND D15TUR8 R 5,; 10 FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY slim 7.1 CERTIFICATION DATE. THE RE5PON515LE LAND 1)15TURE3ER 15 THE FARTY RE5PON515LE FOR 17 CARRYING OUT THE LANE) ID15TURE31NG WILS LEGEND ACTIVITY A5 5ET FORTH IN THE PLAN5, IC, 5ERK5 CHANNERY SILT LOAM, I TO 15 PERCENT 5LOPE5 2% MA55ANETTA LOAM 41D, WEIKERT-BERKS CHANNERY SILT LOAM 15 TO 25 PERCENT SLOPES ER0,51ON/5EDIMENT CONTROL LEGEND NO, KEY 5YME30L DESCRIPTION 302 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 105 O X----X- X -SILT PENCE 3DI IP===@-- STORM DRAIN INLET PROTECTION 3.08 CIP 6 CULVERT INLET PROTECTION 30B DD D TEMPORARY DIVERSION DIKE 3.10 FD ED TEMPORARY FILL DIVERSION 3.11 TEMPORARY RIGHT OF WAY DIVERSION 3.12 DV0 0-0— DIVERSION 3.13 ST-4o*— TEMPORARY SEDIMENT TRAP 3.18 O OUTLET PROTECTION 3.20 ROCK CHECK DAMS 333 SODDING 338 TP 0-0-0 TREE PROTECTION LCG 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 E.. U) > 0 N CL � z in E z W q z cl) z 0 LL DATE: 1/24/07 SCALE: 1" = 40' DESIGNED BY: WRS FILE NO. 2160E SHEET 2 OF 10 07-09 12A6TEFF,-,T,I [:REPERZICK DIEV. CO. V1. 55H-((2))-I-21A ZONE: RP 06[1: VACANT D11-3. 6>24 r-G. 1235 M ul 19- 1 LEE, 6 rz 2)) 1 TJ'1. ZCNIE: RP USE: RrTz`ox, OB MI. TO COZEENWOOD ROAD INSTR 4Dr7 RTE, 656 IN5,rp, f,p,: 2rf,,,o(o EX. 10"UA-1 Ex G-Ve -w- - - --W--,- - -w- _tr %4 w - - - - w-A - v/-0 I- X P _, LQ1 IJ111144 all Ex E p WILLIAM I- GEORGIANNA L T.M. 7- 0 IN rz.. F, p USE: R E 6 WELLS FAF-4O BANK NA IN5TR '1- 22111 T11, 551-14(2))-1-5 IN61'R YR: 2002 ZONE: RP USE: RE5 IN5TTN1' ft: 10�30 IN5TR YR: 2001 i ovwaf-1 n"I 'flul 4 rdv 10 Q'I 0,W) 2 AN PURI'vid" 'I-m wil z WATSON, JIMI T A VARADO, J05E GUTIERREZ, ALFREDO 4 RAM05, 5ENJAMIN 6CHULLER, WILLIAM 4 GENEVIEVE T.M. 5E)H-((2))-1-4 T11, 55H-((2))-l-3 LOIS TY1, 55H-((2))-1-1 TY1. 155-A-01A Lu ZONE, RP U6E. RE5 ZONE: RA USE: RES ZONE: RP USE: RE6 ZONE- RP USE- RZ-6 TM. 551-14(2))-l-2 IN$TR'�: 22E>665 D.B. 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KEY SYMBOL DESCRIPTION < V'S Lo 0-01 TEMPORARY GRAVEL CONSTRUCTION __ O _ 3-02 (4, CE ENTRANCE Z 2g SILT FENCE SO AREIGHT5 3.01 IP RI-15LE H[�STORM DRAIN INLET PROTECTION in OMEOWNEP,16 A530GIATION CULVERT INLET PROTECTION = COMVION ARLA n -- - +�- "i'.M.551-'((21)a-i�•31A 9 ZONL PP r 015E. OPN -PAC _c) r Fj 13 FOR PHASE II EROSION AND SEDI OUTLET FRO I =C FION DESIGN MINIMUM TAILWATER CONDITION - Plate 3.16-3, Virginia Erosion and Sediment Control Handbook CULVERT PIPE PIPE 2-YEAR 2-YEAR APRON RIPRAP 5TR DIA FLOW VELOCITY LENGTH I WIDTH UP I WIDTH DN CLASS IMEAN DIAIMAX DIAJ DEPTH 0 Do Q2 V2out La 3Do I W=Do+La C1 d50 dmax 2selmax DD (�o - . TEMPORARY DIVERSION DIKE FD ntD - TEMPORARY FILL DIVERSION TEMPORARY RIGHT OF WAY DIVERSION 0♦1 IIN— DIVERSION _OE00— TEMPORARY SEDIMENT TRAP OUTLET PROTECTION ROCK CHECK DAMS SODDING 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 H oFt,� . TUNG NM ADfDKUSUMA 5 1Ac No 26715 6)1 , .1 �11 / VC0 a Z W E--i z I a Q � E4O z �D zW a E, 0 E LLJ W Z 0 �Q Z cf) el z 0 W c() 0 LL DATE:1/24/07 SCALE: 1" = 30' DESIGNED BY WRS FILE NO. 2160E SHEET 3 OF 10 07-09 . M1. TO CrtRLEE ENW00D R0AP RTE. (PUP ft EX G v'S --W-- f -�\J-t----W --g W- --\d J UPI IM11111 all EP �- 1 ,Y tPr . 1 t E 21 Tr°"'r: 4 GIV WITH e1i IT FA r V I i tt t 1 1 1. Af ST f k1i rl^ if"" 4 6W Ted F r Pq'I' , ' ' "ETUFF 4 10 fl-I 104) 2 AM PURII°IN t .114; "° 'xlyj Lrf1frE'KCF-x 111M EXUEXcWM X, i.-4Y1D. 11 ° 1+c0 W _ _�'-�--- -"w"--_X a: " - -MILL Rs. 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' f • F 7 40 �- yy - --- i f l t Cross Section Cross Section for Trapezoidal Channel Project Description Project File x:\jobfiles\2160e\engineering\computations\2160e- a.fm2 Worksheet RIP RAP OUrFALL Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.040 Channel Slope 0,010000 ft/ft Depth 0.82 ft Left Side Slope 4.000000 H : V Right Side Slope 4,000000 H : V Bottom Width 22.00 ft Discharge 62.26 cfs a 0.82 ft 22.00 ft VN H 1 NTS 1 ' 1,=�.--„'"- ,i ..k( �"}j%''��,�"�T�`1-` �,1 ��/ - •fie' � // `� «.^°'`: ^v�,v,i w� �'' �.,1 ".� ♦i„ •-"•' -cam---_ _ 4q .�•*'1 "Y�".�g�.,, �,\.i....:i -, }.� ,,.,•'' .�O' '^--:' / �.�yJ^ „M r'�j '`.:' ,�+,• ._,"- d'{ y - ,, .. :_. �, sue! .a ;,,1.e•� ' �� , /� '., ' r ✓^ ,/ <.:. -.y;,, ' ` -.,,,, ..•- ,,, -O!� / .. . - .. ypt #pop f- 7 -.`ix r.-(la. va k3 ,,� },,'. ..,,..., ).... K IF.'t::9. Y 1-,..- b ,.. { I...s'ff �`•� "•,,m. d/. /op 00, iJ••�f`a / f �egoes EX. 6MH. ,(, . 10 /A :..,, 50 25 0 50 100 1PY= 551,13 a" IN SCALE: 1 " = 50' iNV=556'' - 301, OUT -: r''. v s' �r Ile Worksheet Worksheet for Trapezoidal Channel Project Description Project File x:\jobfiles\2160e\engineering\computations}2160e- a.fm2 Worksheet RIP RAP OUTFALL Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0,040 Channel Slope 0.010000 ft/ft Left Side Slope 4.000000 H : V Right Side Slope 4.000000 H : V Bottom Width 22.00 ft Discharge 62.26 cfs Results Depth 0.82 ft Flow Area 20.81 ft2 Wetted Perimeter 28.78 ft Top Width 28.58 ft Critical Depth 0.61 ft Critical Slope 0.028652 ft/ft Velocity 2.99 ft/S Velocity Head 0.14 ft Specific Energy 0.96 ft Froude Number 0.62 Flow is subcritical. 10/16/07 FlowMaster v5.15 10/16/07 07:52:17 AM Haestad Methods, Inc. 37 8rookslde Road Waterbury, CT 06708 (203) 755.1666 Page 1 01 1 07:57:27 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v5.15 Page 1 of I ADEQUATE OUTFALL SUMMARY: AS REQUIRED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS NUMBER 8, WE HAVE ANALYZED THE CONCENTRATED RUNOFF FROM THE PROPOSED SITE. AS SHOW! ABOVE, TWO CROSS SECTIONS HAVE BEEN REVIEWED TO VERIFY THE DISCHARGE VELOCITY AND WATER SURFACE ELEVATION NAVE NOT INCREASED. CROSS SECTION I WAS TAKEN AT THE END OF THE DESIGNED RIP -RAP APRON. HOWEVER, THE VELOCITY AT THE END OF THE STORM SEWER STRUCTURE 01 FOR A 10-YEAR STOW EVENT IS 6.01 ftJo. THE CALCULATED VELOCITY AT CROSS SECTION •i FOR THE SAME STORM EVENT IS 2.B9 FtJo. AS INDICATED IN THE VESH MANUAL, THE PERMISSIBLE VELOCITY FOR THE NATURAL VEGETATING IS APPROXIMATELY 4 FtJo. THEREFORE, DISCHARGING THE STORM SEWER ON UNDISTURBED 501L AND REDUCING THE RUNOFF VELOCITY TO BELOW THE PERMISSIBLE VELOCITY DURING THE 10 YEAR STORM EVENT TWE RECEIVING CHANNEL IS ADEQUATE. CROSS SECTION 02 WAS BEEN CUT THROUGH ABRAMS CREEK TO EVALUATE THE VELOCITY AND WATER SURFACE ELEVATION. IT HAS BEEN DETERMINED TWAT THiS 16.81 SQUARE MiLE DRAINAGE AREA PEAK FLOW FOR A 100-YEAR STORM EVENT PRE-DEVLOPED IS APPROXIMATELY 10,386 CFS --- (SEE FOOT NOTE BELOW) . THE ONSITE PEAK FLOWS FOR THE 5lo ACRE PROPERTY IS AS FOLLOWS (SEE HYDROGRAPWS ON THIS SWEET FOR MORE INFO.) PRE -DEVELOPED POST -DEVELOPED 2 YEAR= 5.18 2 YEAR=6.26 10 YEAR=13.45 10 YEAR=14.16 25 YEAR=18.62 25 YEAR=19.83 100 YEAR-25.01 100 YEAR=26.05 iN CONCLUSION, THE PRE AND POST DEVELOPED HYDR,OGRAPHS HAVE BEEN COMBINED WITH THE LARGER 16.8 SQUARE MILE DRAINAGE AREA HYDROGRAPH TO ANALYZE THE IMPACT OF THE PEAK FLOWS. AS GRAPHICALLY SHOWN ON THIS SHEET, THE HYDROGRAPWS FOR THE PRE AND POST FLOWS IS ONLY A FRACTION OF THE TOTAL FLOW AND PROVIDING STOWWATER MANAGEMENT FOR THIS SITE WILL WAVE NO EFFECT ON THE PEAK FLOWS DOWNSTREAM. WITH THE MINIMUM INCREASE IN CFS THE WATER SURFACE ELEVATION DID NOT CWANGE (SEE THE COMPUTATION WORK SWEETS ON THiS SWEET). BY PROVIDING THiS SUMMARY WE HOPE TO SATISFY THE EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS ---THIS PEAK FLOW IS SLIGHTLY NIGHER AS COMPARED TO PAINTER AND LEWIS'S FLOOD PLAIN STUDY THAT WAS COMPLETED ON JUNE % IS -I ON THE ADJOINING PROPERTY UPSTREAM. Worksheet Worksheet Worksheet for Irregular Channel Worksheet for Irregular Channel Project Description Project Description Project File x:\jobfiles\2160e\engineering\computations\2160e- a.fm2 Project File x:\jobfiles\2160e\engineering\eomputations\2160e- a,fm2 Worksheet ABRAMS CREEK 10 YR PRE Worksheet ABRAMS CREEK 10 YR POST Flow Element Irregular Channel Flow Element Irregular Channel Method Manning's Formula Method Manning's Formula Solve For Water Elevation Solve For Water Elevation Input Data Input Data Channel Slope 0,0027921t/ft Channel Slope 0-002792 Wit Elevation range: 557,08 ft to 574.00 ft. Elevation range: 557.08 ft to 574.00 ft. Station (ft) Elevation (ft) Start Station End Station Roughness Station (ft) Elevation (ft) Start Station End Station Roughness 0.00 574.00 0.00 151.15 0.035 0.00 574.00 0.00 151.15 0.035 11.13 572.00 151.15 199,32 0.030 11.13 572.00 151.15 19932 0.030 22.75 570.00 199.32 231.03 0.080 22.75 570.00 199.32 231.03 0.080 31.28 568.51 31.28 568.51 34.91 568.00 34.91 568.00 48.63 566.00 48.63 566.00 55.99 564.95 55.99 564.95 68.71 564.00 6831 564.00 94.93 562.00 94.93 562.00 100.94 561.53 100.94 561.53 143,62 560.27 143.62 560.27 151.15 561.21 151.15 561.21 153.55 560.00 153.55 560.00 157.50 558.00 157.50 558.00 158.05 557.83 158.05 55T83 1 %80 557.45 160.80 557.45 175.01 557.08 175.01 557.08 1 1 7 557.80 9 .9 191.97 557.80 199.32 560.00 199.32 560.00 205.19 562.00 205.19 562.00 207.61 562.76 207,61 562.76 209.42 563.01 209.42 563.01 212.59 564.00 212.59 564,00 218.07 565.64 218.07 565.84 223.50 568.00 223.50 568.00 231.03 570.00 231.03 570.00 -Discharge 5,192.35 cis Discharge 5,192.46 cfs Results Results Wtd. Mannings Coefficient 0.040 i ffi i n Wtd. Mannings Coe c e t 0.040 Water Surface Elevation 566.10 it Water Surface Elevation 566.10 It Flow Area 848.31 i" Flow Area 848.31 f12 Wetted Perimeter 173,17 ft Wetted Perimeter 173.17 ft Top Width 170.75 it Top Width 17 0 .75 ft Height 9,02 ft Height 9.02 ft Critical Depth 563.83 It Critical Depth 563.83 ft Critical Slope 0.013781 it/ft Critical Slope 0.013781 ft/ft 10/16l.. 09:08:43 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 M � .I Flow aster 5 5 (203) 755-1666 Page 1 of 2 1a1s/o7 09:10:49 AM Haestad Methods. Inc. 37 8rookside Roatl Waterbury, CT 06708 Fl wM r v5A5 o rite (203) 755-1666 Page 1 012 Cross Section Cross Section Cross Section for Irregular Channel Cross Section for Irregular Channel Project Description p Pro ec t Description 1 Project File x:\jobfiles\2160e\engineering\computations\2160e- a.fm2 Project File x:\jobfilest2160e\engineering\computations\2160e- a.fm2 Worksheet ABRAMS CREEK 10 YR PRE Worksheet ABRAMS CREEK 10 YR POST Flow Element Irregular Channel Flow Element Irregular Channel Method Manning's Formula Method Manning's Formula Solve For Water Elevation Solve For Water Elevation Section Data Section Data Wtd. Mannings Coefficient 0.040 Wid. Mannings Coefficient 0.040 Channel Slope 0.002792 iUtt Channel Slope 0,002792 Wit h Water Surface Elevation 566,10 ft Water Surface Elevation 566.10 ft -Discharge 5192.35 cfs Discharge e 5,192,46 cfs g 574. 574. 572.0 572.0 570.0 570.0 568.0 568.0 ^ 77 566.0 C 566.0 0 O 2564.0 W T 564.0 W 562.0 562.0 560.0 560.0 558.0 558.0 556.0 0.0 50-0 100.0 1150.0 200.0 250.0 556.0 0.0 50.0 100,0 150.0 200.0 250.0 Station (ft) Station (ft) 10/1&07 FI-Master vSAS f0/16/07 FIo Master v5.15 09:07:26 AM Haestad Methods, Inc. 37 8rooksbe Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 09:10:09 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 or 1 Hydrograph Plot Hydrograph Plot Hydratlow Hydrographs by Intelisolve Tuesday, Oct 16 2007, 9:38 AM Hydrailow Hydrographs by Intelisolve Tuesday. Oct 16 2007, 9:36 AM Hyd. No. 11 Hyd. No. 14 Pre -Developed Combined Post Developed Hydrograph type = Combine Peak discharge = 5192.35 cfs Hydrograph type = Combine Peak discharge = 5192.38 cfs Storm frequency = 10 yrs Time interval = 6 min Storm frequency = 10 yrs Time interval = 6 min Inflow hyds. = 8, 10 Inflow hyds. = 8, 13 Hydrograph Volume = 82,552,860 cuff Hydrograph Volume = 82,556,360 cull Pre -Developed Combined Post Developed Q (cfs) Hyd. No. 11 10 Yr Q (cfs) Q (cfs) Hyd. No. 14 10 Yr Q (cis) 5194.00 _ __ _ ___-_-- -- _-,- _-___.__-_ _ . _ __ ____. _ _- ___-_ ______.. 5194.00 5194.00 --._._-_-_-- _ . _ _ _ ___ _- .__.___ -. _ ____._ ___._ ___,_._- 5194.00 4452.00 3710.00 - --- I 4452.00 3710.00 4452.00 3710.00 4452.00 -- - 3710.00 2968.00 --- 2968.00 2968.00 - 2968.00 2226.00 I I I- 2226.00 2226.00 - - 2226.00 1484.00 _... .__.-.. .--- __-_._..- ---.__- _ _____-- --- -_-._-___ -__.- 1484,00 1484.00 1484.00 ITE NYDRAP14I CN617E NYDRfK 742.00 _ __ -- ----- ....- --- - 742.00 742.00 _.. - ._ _ _... _ - --- - - .- - --- --- ---- 742.00 0.00 0 3 6 9 12 15 18 21 0.00 24 27 30 0.00 0.00 0 3 6 9 12 15 18 21 24 27 30 - Hyd No. 11 -Hyd No. 8 -Hyd No. 10 Time (hrs) -Hyd No. 14 -Hyd No. 8 -Hyd No. 13 Time (hrs) UA la Z Z WC\1 O ,o CD N ap Q •4 1 C\t CO C) Z'rri y 0 1 02 W �� 0 'lf3 tap ,��' a 1-4 r'r+ E- G=4 N Q% to Q 0 W V) co E_ Z O 5 z 0Uv00 w O � Es, � z w U E-+ z� U E_ w' O U C7 z a w O U co U w � W 0 CQ 0 0 0 17D C) o O H OF U TUNG MKUSUMA � Lic. No 26715 'O j� 1 V `�IONAL CO) F Z T� V 1 H w a F� Q -i Lu W Z �® a F Q co W F�--1 1i H ^ 1,4 Z HO O f-1 � Q rQ, mD Qw� DATE: 1/24/07 i SCALE: 1" = 50' DESIGNED BY: WRS FILE NO. 2160E SHEET 3A OF 10 07-09 CONSTRUCTION OF A SILT FENCE TEMPORARY DIVERSION DIKE TABLE 3.32-C a (WITH WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE TABLE 3.31-B SITE SPECIFIC PERMANENT SEEDING MIXTURES Z 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING To THE POSTS. FOR APPALACHIAN/MOUNTAIN AREA LINE TEMPORARY SEEDING PLANT MATERIALS Total Lbs. TRENCH UPSLOPE ALONG THE /- 70• Alp.) aos,,vc Minimum Care Lawn Per Acre ii■ OF POSTS. PA1�k7If I Al'' S:i "QUICK REFERENCE FOR ALL REGIONS" LU Commercial or Residential 200-250 lbs. Kentucky 31 or Turf -Type Tall Fescue 90-100% la j FX>ER CLOTH-1 s- A A0OUI aErau - Improved Perennial Ryegrass * 0-10% Z - Kentucky Bluegrass 0-10% SIDE ELEVATION Rate �! High -Maintenance Lawn EX57M GROUND J� Planting Dates Species (lbs./acre) l / Jill i ) ��II 70'kN. Minimum of three (3) up to five (5) varieties of Z 110 MAT. bluegrass from approved list for use in Virginia. 125 lbs. W p CO (� General Slope (3:1 or less) d ® Sept. 1 - Feb. 15 50/50 Mix of 1 0 FLOW II III 12' 31: AM. • to, AI Annual Ryegrass - Kentucky 31 Fescue 128 lbs. 44 ' CQ 0D 0 4. Purr (Lolium multi-florum) - Red Top Grass 2 lbs. ► Compaataa son & 50 - 100 - Seasonal Nurse Crop** 20 lbs. I 1 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE Cereal (Winter) Rye d C\1 FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL is• 15O lbs «f war J! PasYrrvr aruuucs fo' ANN. (Seca) cereals) x Lr7 77 4lipFia�. AGGREGATE BnZAPPM Low -Maintenance Slope (Steeper than 3:1) W y, a) • AAar Erma FULL *low I - Kentucky 31 Fescue 108 lbs. UJ �'0 0 Q) * OF #IIII S AN0 EOWSS Feb. 16 - Apr. 30 Anuol Ryegrass 60 - 100 - Red Top Gross 2 lbs. /�tr p, ,,,�, PLAN VIEW ■i i (Loliium multi-florum) - Seasonal Nurse Crop** 20 lbs. r, p a ilill Mill I Willi I Willi I Willi I Willil 111111111111 12' AM- Crownvetch *** 20 lbs. E-+ Cat 4.5• min. (II 150 lbs III ,f=,y J'AMN. I J"Mm May 1 - Aug. 31 German Millet 50 *Perennial Ryegrass will germinate faster and at lower soil r / (Setaria italica) temperatures than fescue, thereby providing cover and erosion �✓ - %� - 0 0 resistance for seedbed. / - FLOW - FK Tilt trawl N SECTION A -A Use seasonal nurse crop in accordance with seeding dates as III =III stated below: W March, April through May 15th Annual Rye EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. .d :� '�': ; '- ; ; : r '' :, �! 'i: •.' ry ' Seeding May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye FILTER FABRIC November through February Winter Rye Seed shall be evenly applied with a broadcast seeder, drill, WIRE CONCRETE �11N SPACE cultipacker seeder or hydroseeder. Small grains shall be *** If Flatpea is used, increase to 30 lbs./acre. All legume seed Z Z 1 _ planted no more than one inch deep. Grasses and legumes must be properly inoculated. Weeping Lovegross may also be w ?tt: IIIIII SECTION B-B shall be planted with no less than 1/4" soil cover. included in any slope or low-maintance mixtures during warmer Ln �, Z SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1 SOURCE: VA. DSWC PLATE 3.09-1 9 P / 0 Z o P4bnrood W CJ lyet seeding periods; add 10-20 lbs/acre acre in mixes. z 0 Z Z C) SOURCE AQAPI}7I from 1993 �lalyland Standards for Sal eros�bn and moment Control ono Pa. OSf� Plate 3.02-1 o � >4 o0 <C FIELDSTONE APARTMENTS GRAVEL CURB INLET SEDIMENT SILT FENCE CULVERT INLET PIPE 0 UTL T CONDITIONS r o " w o a c u EROSION AND SEDIMENT CONTROL A A W- U H Z rx. NARRATIVE FILTER PROTECTION cn o Z U) Descrt tp tan: This property is located south of state route 659 (valley MITI Road), a oximately (d.5 miles Managoment stratagles: a �U qq ppr •� F � east of the intersection of routes 659 and 656 (valley MITI and Greenwood roads). the site area construction shall be sequenced such that grading operations will begin and and as qulckly as possible. - ENDyALL consists of 510 acres of which approximately 2.1 acres will be disturbed for construction. This project consists of a parking area and an apartment building 1h1e site superintendent shall be responsible for the installation and maintenance of all erosion and sedimentdo control measures. Maintenance of these measures throughout the project is critical to the effectiveness of d Existing site conditions: The site Is currently vacant land, the majority of which is cleared grass land. theirk ram. Abrams creek runs through the site from the west to the east. A portion of the land falls within the PIPE OUTLET TO FLAT 100-year flood plane zone of abrams creek After areas above controls have been stabilized, the controls shall be cleaned up and removed. _ �TOE OF FiLL CULVERT AREA WITH NO DEFINED _ - CHANNEL W o O Adjacent areas: The site is bound by valley Mill Road to the north, existing Fieldstone Section I to the Electric power, telephone, storm, sanitary, water 4 gas s ly trenches are to be compacted, seeded and ,_ PLAN VIEW upp o O Co C) 0 seat, existing Carlisle Heights to the south, and one residential lot to the west mulched within five (5) days after backfilitng. No more than 500 feet are to be open at any one time. C2 I ca r- 0 1 q r' N .--I 07 � � CO Salle: The existing soli conditions were obtained from the So(i Survey of Frederick County. The soils on this f grading. L a All cut and fill slopes are to be seeded and mulched within five (5) days of completion o site consist of iC Berks Channery Silt Loam (2-19. slopes), 29 Massanetta Loam, 41D, Uletkert-6erks Channery `� Silt Loame, (15-259. slopes). Drainage swales shall be stabilized with check dams until vegetation has been well established, at which time o x -� the check dams shall be removed. Critical areas: Critical areas, slopes of 2:1, that may pose erosion problems are the slopes to the south of the building and to the east of the building and parking lot as showon the Erosion and Sediment control Devices listed above are considered minimum erosion and sediment controls. Additional control measures d OF plan Phase 11. A Reno mattress has been proposed In these areas with steep slopes to prevent erosion. may be necessary due to contractor phasing or other unforeseen conditions. It is the contractor's _F �r O responsibility to provide additional measures to those shawl, as needed, in order to control erosion and GRAVEL FITTER • 12• o a TOE OF FILL SECTION A -A MTKR CLOM rosy IN e"-9", RECOMMENDED FOR ERTM PKIUWM7 R Erosion and sediment control measures: Unless otherwise Indicated, all vegetative and structural erosion contain sediment on site. All measures shall be installed according to the standards and specifications in and sediment control measures shall be constructed and maintained accordingto the minimum standards and RUNOFF WATER WIRE MESH o o _ the Virginia erosion and sediment control handbook specifications of the virginta Erosion and Sediment Control Handbook �- SILT FENCE o A FILTERED WATER •DISTANCE Is s' MINIMUM IF FLOW U TUNG NM M IS TOWARD EMBANKMENT `� Lie. No. 26715 Structural measures. Maintenance program: :o .' ° :A.:: 3do (MIN.) FLOW A Phase I: all control measures shall ba inspected daily by the site superintendent, or his representative and within 24 hours after any storm event greater than OB Inches of rain per 14-hour period. An j damaged structural �' o•.. * 1 d0 I SIGNAL A temporary construction entrance with wash rack has already been Installed (3.02) at the entrance to the measures are to be repaired by the and of the day. Seeded areas shall be checked regularly to ensure = OPTIONAL �7 TONE COMBINATION site on valley Mill Road to minimize mud carried onto roadthat d way. ' °; •`' good stand of grass Is maintained. All areas shall be fertilized and reseeded as needed until grass IT PIPE OUTLET TO WELL Install slit fence (3.05) and super silt fence as shown on the plans to Intercept and detain small amounts of is established. a ' DEFINED CHANNEL sediment from disturbed areas during construction In order to event sediment from leaving the site. SEDIMENT io. � PLAN VIEW ng prevent "�J Trapped sediment is to be removed as required to maintain 50q• trap efficlency and disposed of by Outlet protection (3.18) shall be placed on the outlets of all storm sewer pipes and culverts to reduce spreading on site. CONCRETE GUTTER W 12" L a erosion, undercutting and velocities. Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by CURB INLET' Temporary seeding (331) and/or permanent seeding (332) shall be placed on ail critical slopes (3:1 or sediment, it shall be removed and cleaned or replaced tmmedlately greater) and as needed to stabilize disturbed areas. The contractor is responsible for keeping existing public roads to a clean, dust and mud free, condition at SOW - ^ 2.5' d (� all times. SPECIFIC APPLICATION A 60"x38" elliptical rcp storm sewer pipe shall be installed as part of Phase 1, prior to any other SECTION A -A mm�qw _F disturbance In the area. (See Erosion and Sediment Control Plan sheet 2.) Erosion and sediment control program: FILTER CI.Oi'f{ I03Y IN 8'-9"; RECOid[EITDED FOR BNTIRE PERINSTER THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT L MY TO CAUSE NOTES: 1. APRON LINING MAY RIPRAP, GROUTED RIPRAP, GABtox 1. Hold pre -construction meeting on Bite with inspector. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED •VDOT J3, /357, f5, J56 OR /57 COARSE AGGREGATE CLASS I RIPRAP BASKET, CONCRETE. ETE. L 2. Install construction entrance. TO REPLACE SILT FENCE IN " HORSESHOE " WHEN 2. La I9 THE LENGTH OF THE RIPRAP APRON AS CALCULATED Q Phase It: 3. Clearing and grubbing for sediment control devices HIGH VELOCITY OF FLOW IS EXPECTED USING PLATES 3.18-3 AND 3,18-4. 3. d = 1.5 TIltE3 THE 3fAXI1iITiI STONE BIANE'TER, BUT NOT El Sequence of removal - all controls Installed In Phase I to remain for the duration of the project with the 4. only. •GRAVEL SHALL BE VDOT #3, fj357 OR 5 COARSE AGGREGATE. LESS THAN 6 INCHES. Q1' Placement of sediment control devices. exception of silt fences and outlet protection on the downstream side of the 60"x36" elliptical storm 5. Olbtain Inspector's approval prior to beginning grading operations. SOURCE: VA. DSWC PLATE 3,07-6 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 Source: Va. DSWC Plate 3.18-1 sewer pipe. 6. Clear and grub remainder of site. 124 1. Rough grade site. E--H `s+ Upon completion of the installation of the storm sewer, Inlet protection (3.01) and culvert inlet protection a. Install drainage devices with sediment control. F I (3Da) shall be installed on all new inlets throughout the site, 11Final grading• ROCKCHECK DAMGABIONS TOE REQUIREMENTS FOR E� Q to. Restoration and stabilization of disturbed areas. W BANK STABILIZATION Q ►� Outlet protection (3.18) shall be Installed on all outlets. 11. Remove erosion and sediment control measures with the approval of the Inspector. (2)Fill slope surface shall be left in a roughened condition to reduce erosion. GASf . Note: the Frederick county public works and engineering department retain the right to add and/or modify 2 ACRES OR LESS OF DRAINAGE AREA: / I_4 1 ~ Rock check dams dams (32es 0) shall be Installed to reduce velocity of concentrated stormwater flows to reduce the erosion and sediment control measures during the construction process, within reason, to ensure erosion and to trap sediment in areas In which there will be swales or ditches. adequate protection to the public and the environment. LENGTH OF GABION APRON w 0 IS EQUAL TO 2 TIMES THE FILTER CLOTH UNDERLINER (PREFERRED) E- �' Temporary seeding (331) and/or permanent seeding (332) shall be placed on all critical slopes (3:1 or Seeding schedule (soil stabilization): 6" EX ECTEO DEPTH OF SCOUR. greater) and as needed to stabilize disturbed areas. 1�+ 1. All permanent seeding shall be in accordance with 3' � ORIGINAL RIVER H Reno Mattress (323-U shall be installed as shown on site plan. After Installation topsoil to be applied to section 332 of the vasch. FILTER CLOTH the top of the mattress to allow vegetative growth 2. Spread topsoil at a minimum depth of four (4) inches. (OPTIONAL) ERODED RIVER BED 3. incorporate pulverized agricultural limestone into the ER CLOTH AND/OR E--1 W topsoil at a rate of 92 lbs. Per IAWO square feet (2 (DOWNSTREAM VIEW) FILTER CLOTH KET KEY IN T ® ,� Q yoclo ative measures: tone per acre). s"-9. 4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per Permanent or temporary soil stabilization shall be applied to denuded areas within seven (1) days after 19W square feet (10M Ibs per acre). VDOT #1 final grade is reached on arty portion of the site. 5. Seed all areas with a seed mix consisting of 619. COARSE AGGREGATE CARTON TOE WALL ~ T Q CO Tertlporary soil stabilization shall be applied within seven (1) days to denuded areas that may not be at 6. kartud�� 31 tali fescue and 33ga Tad top clover. Mauch all seeded areas with straw mulch applied at a MIN. w ,/� FLOW final grade but will remain dormant for longer than fourteen (14) days. rate of 3,5M lbs per acre anchored with cutback or Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than six (6) pacre, asphalt applied at a rate of 21D0 gallons e, per months. Dust control: FlL1ER CLOTH AND/OR Topsoil that has been stockpiled shall be surrounded with silt Fence and protected by mulch and/or SAND/GRAVEL &+KET W tem ors vegetation tmmedtatel after grading. FILTER CLOTH p ry eg y g "g• I. Temporary Beading shall be applied to all disturbed 2-10 ACRES OF DRAINAGE AREA: Z HIHHo areas subject to little or no construction traffic. JUL All earth berms, diversions and sediment trap embankments are to be machine -compacted, seeded and 2. All haul roads and other heavy traffic routes shall be EXISTING COMPACTED FILL II II mulched (hay mulch) or straw) for temporary and/or permanent vegetative cover. sprinkled with water until the surface is wet and BOTTOM STABLE GRANULAR FILTER V) � repeated as needed to control dust. 0 6" r� 3 LAYER OF "} w FILTER CLOTH GRAVEL AND/ OR FILTER ` (OPTIONAL) GABION REVETMENT LOTH T ' (DOWNSTREAM VIEW) DATE: 1/24/07 GABION TOE VDOT # 1 WALL T COARSE AGGREGATE • SEE STD. a SPEC. 3.19, MIN. SCALE: AS NOTED RIPRAP FOR PHYSICIL REQUIREMENTS OF FILTER �::,•. CLOTH. FLOW 2•/ 3' ''`='>•, �.._._ DESIGNED BY. WRS REVETMATTRESS / RENOMATTRESS 1 x COARSE AG GATE FILE NO. 2160E `Sr MIN. THICKNESS a 8" CLASS 1 RIPRAP SOURCE: ADAPTED FROM PRODUCT LITERATURE OF SHEET 4 OF 10 PLATE 3.20-1 BAKAERT GABIONS PLATE 3.23-1 SOURCE: Adapted from VDOT Drainage Manual PLATE. 3.19-1 07-09 1 1 BUILDING OFFICIAL NOTES: 1. APARTMENT BUILDINGS SHALL COMPLY WiTH THE VIRGINIA UNIFORMS TEWIpE BUILDING CODE AND SECTION 310, USE GROUP R (RESIDENTIAL) OF THE INTERNATIONAL BUILD( GODE/2003. OTHER CODE THAT APPLIES 15 ICG/ANSI A111.1-2003 AC-CES51BLE AND USABLE BUiLDIN 5 AND FACILITIES. THiS STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS WITHIN APPENDIX G THE IBC FOR FLOOD RESISTANT CONSTRUCTION A CERTIFICATE OF FLOOD ELEVATION SHALL SUBMITTED PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF USE AND OCCUPANCY. ALL ENGI ERING DOCUMENTS RELATED TO THE BUILDING DESIGN SHALL BE SUBMITTED AT THE TIME OF PERMIT A LIGATION. THIS WOULD INCLUDE THE CONFIRMATION FROM FEMA IN REGARDS TO CONSTRUCTION Wi HiN THE 100YR. FLOOD PLAIN. 2. SECTION OF THE VU55C SHALL ADDRESS THE AUTOMATIC FiRE SUPPRESJION SYSTEMS FOR THI5 TYPE j I I BUILDING (MIN. 13R SPRINKLER SYSTEM). '1 3. ALL STRUCTURAL AND SYSTEM PLANS SUBMITTED FOR PERMIT APPLICA4N SHALL BE SEALED BY A ` I VA LIC, DESIGN PROFESSIONAL. SPECIAL INSPECTIONS SHALL BE REQUIRED R THi5 TYPE STRUCTURE t iN ACCORDANCE TO CHAPTER 11 OF 15C. (SOILS, CONCRETE, STEEL, ETC.) t 4. ALL REQUIRED EGRE55 DOORS SHALL CONNECT TO AN ACCESSIBLE ROUT OR AN AREA OF EXTERIOR RESCUE PER THE IBC. EASTERN FREDERiCK DEV. CO. SAViLLE, WILLIAM L 4 T.M. 55144(2))-1-21A GEORGIANNA L T.M. 551-I-(r'2))-1-6 � ZONE: RP ALVARADO JOSE GUTiERREZ, ALFREDO 4 1 RAMOS, BENJAMIN SCHULLER, WiLLIAM 4 GENEVIEVE ZONE: RP USE: RES U�ELLS FARO BANK NA UTATSON, JIMf T - T.M. NOTE: TURN LANE MARKINGS USE: VACANT INSTR "• Z2111 T.M. 55N-112))-1-5 1 T.M. 55I-I-CC2))-1-� ► T.M. 55I•#-(l2))-1-3 LOIS 1 T.M. 551 I14(2))-i-1 SHALL BE A5 SHOWN IN vpoT D.B• 82� PCB. 1235 I ' ► ZONE: RP USE: RES ' T.M. 55N-112))-i-2 ZONE: RP USE: RES ZONE: RA USE t STANDARD DETAIL PM-3 USING INSTR YR: 2002 I ZONE: RP USE: RES 1 ZONE: RP USE: RE g. DB, (011 PCB. • t WHITE THERMOPLASTIC ' #. *; INSTR #`- (06-19 ZONE: RP USE: RES INSTR ° 225(o5 MARKING MATERIAL, INSTTR 10930 INSTR 2231 INSTR l'R: 200� INSTR YR: 2004 D.B. 9�42 PG. i (o�i T.M. _(�TTI_i 390' INTERSECTION SIGHT D15TANCE REPLACE EX.&" TEE 4 GV WITH 8" TEE 4 GV 390' INTERSECTION SiGH DISTANCE ZOO: : RE REPLACEMENT OF TEE 4 GV TO DONE SGI-1001 BUS Stop AHEAD l83-1) 0.5 MI. TO GREENWOOD ROAD BETWEEN 10 PM AND 2 AM DURI THESTOP _------ INSTR ° 656 WORK WEEK �>< ! l I j EX WM EXC l MRTE('0 ------ INSTR YR: 2@ID6 EX Its`' WM EX. i H°i` EX. iC�" — - -- _ — - - - --- -- _- - -- X -- _ REPLACE EX�° --`-—- - - _ ! , - RELOC''TE SiGN TO Ulr'1 WITH 8" WM _ *�g - - i _„, _ - _ --- -- — f - --- -- --- VERLAY J �„ Ep VDOT APPROVED LOCATION 16° STEEL } ' = L i _--� �.. _! Q R-r7%.1200' 5 LIMITS OF PAVEMENT OVERLAY `' A O�'�' ;.i -� o=06•tg'Oa° L=2042614' Y f-'t. _ c LENz6t ,1163 " OF 51CxHT R 18253b98'--- __ . -- - a 2' SHOULDER � �"'-<i � tag t 1.. ,, _ 9 4, ° 5 3 Q FAINT 3 Y �� ,,. W g„ � � EG ::�., C LEN-204.1609' N 82 56 AD t OCATE POLE N \ CG-i1 ENTRANCE 4 1 ®r_... — 395 - - - -- - - - — - — - - — =N 19-4T3&u-W- ` .,..- �-[ -1 EX } NOWAl �r TALL EARTH BER W/ SINGLE ,'. " I TORM ~�� 11� 89 '. / - a z wr• cc um W z z Wc\2 o � >N 0 cv 0 Q '~ i cn ( ab fi x c�2 � Wrcl U 0 ' P,F r-•I —) E_ .--I rn U1 w 15 � �, w .----- -- rn E, E-+ _ z _ z h E- w zz W W O � v 0 1 0 J o U o o W z w o z �n O 7t) c, w u 4 ~w `� CU 3 E V. ROW OF EVERGREENS TO BE EASEMENT - Cab , -4 Z o a A , , a ARE AVEMENT TAPER RELOCATED � ,'� tP 3' ROA MAINTENADE ESMNT 16° '11" 41183' 3 ROAD MAINTENACE ESMNT C: �,l� �� ._f -- BUS STOP 32 TRAIL a \v._, TRAIL 1 \ , ----: RA lm T 4 EGiN EP 10 TRA L w -.. <. u - O m E. y t)ICINtX -� - /®,:.� GRAVEL ,'� op �-# _ yr `rn AK, 24' - _ PH ASSEMBLY�w 0 0 0 PARTMENT SIGN\\ u U t ! ✓-�55 . C E, t t I i 6 BERM AREA WiDE WHITE LINE \� NOSE DOU�1 a -- 'U �4 - �o THERMOPLASTIC CURB Q uzi to — �' F L 1`'� "��ocq ' .— 'a 5 , CT i AND% a= .2011 ST ``� LEPHO E U! T ° Q __._ OI+' 5 9 0 0 22 28 E _, :_ Tor LOT = ° ° °�. ry -..- �'.�, .: u ' -- SEE DETAILS:: \'`\ 6R tiV>= 15, 1NAGYI AGT1 20' WTRON SHEET 10�= ~ \ pORT10N x PROPOSED 8" W/L IIBII N II II ° �� p ' , .° y� ..._..- � ` v TUNG NIE ADHIKUSUMA� 8 XS TEE H AS EMBL l ° ' • ° • ° ° • ° ° ° " 1 100' FULL 5GR �E 10 0' 8 0' IQ2,� 1005012010 0' /I 1- B ° e ° °° ° . ° ° . Q ° " ° 0 ° . ° 0 ° " ° ° ° ° " " " . �' 1 , Lic. No. 26715 1 ° ° ° ° ° ° ° ° ° 4� P -If ' SEE pE� All- 5L0 E 2 !' ' • °• ° ° ° ° ° ° ° . ° ° ° ° ° . // °- ° ° -� T ' ®ONAL u., 5' SIDEWALK 2 1 ��} �� _,-�--2-2 `X25' ° IC p 25x18 , .�' r •. GL°A5$ Al °'LU= 'L, N[),5. ,�1 ° ° • ° ° " . , PiCNE 20' PARKING SETBACK 2" WATER Q ° ° -RIP.-RAP • ° ° ° ° ° P �� ` w _ to ® SNELfER' �•=- -- r° ° " • ° 2 SG✓ 1 <f �.t ° ° ° ¢"® ° ,✓a y. ° — _ I.., mT IMiTS OF CLEARING II 2" W/L SERVICE LATERAL " • 2 W/L SERVICE LATERAL �' ° ° .. y - ° ° ° ° • ° ° iDQ °NOTED ° - ° �, _ O O D GRADING SIAMESE COVal NNECTION'S SIAMESE CONNECTION • ° ° o • • • • • ° ° ° ° ° ° . ° ° ° ° ° s° - _. V. G.V. ° ° ° • ° ° ° ° °°'' '' ° ° w,.� 355 T(pYt '_. 1 25' AGTI`11:: SLDG >� - '`13 APARTMENT5 20' 12 APARTMENTS SLDGy SPRINKLERED ,n SPRINKLERED" .. � t`' ,�• � PORTION :'-� 810 VALLEY MILL RD ° fAINlNCx WA�Ir W/ HANDRAfI�. �'� �- t ` ✓_-, 860 VALLEY MILL E816NED BY OTHERS O 50, BRL r' �} � � �. „%S �YS� .P��I.�i �..=". r ° °�� ,.r yl� � � ' 1��• ��'1:; L RETAINING WALL yVJ _ \�G``\ 1'R a ,�_ WALL ,- V ° ° ° �k:4. �pF'1.,4M a bvs WlHANDRAIL '�� RETAINING � 15ED FLOODPLAiN �� ® "'`�� Y OT -�� ' RENO MATTRES �`' D55 GWD 1 O R5RM k 0 —.._ I� RENO-MATTRE55 • � r i Pt' v ' ARMORED SLOPE 1 "- -- n. 20' SAN SEW. ESMT. sus ` '% '�a CARLiSLE HEIGHTS �— � 1 N 411 W `,HOMEOWNERS ASSOCIATIONNod - CP9 G (9 ;�� -lam COMMON AREA 1. ALL CURB RADII TO BE 5' UNLESS OTHERWISE - - -„;, /��1 2. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND PER E' SECTION 144-25 OF THE FREDER(CK COUNTY SUBDIVISION ORDINANCES. Q T.M. 55140))-3-252A W W _ O / . �% Z : RP USE: OPEN SPACE 3. ABRAMS CREEK PROVIDES ADEQUATE CHANNEL BASED ON THE �-+ O------ '`' �"--/ 3�g?�°' v i CRITERIA SET FORTH IN THE EROSION AND SEDIMENT CONTROL REGULATIONS w co (MINIMUM STANDARD M9) THAT STATES: � ® W C-_ f / "A RECEIVING CHANNEL MAY BE CONSIDERED ADEQUATE iF THE TOTAL ) Tit ' ' DRAINAGE AREA TO THE POINT OF ANALYSIS IN THE CHANNEL 15 100 TiMES • doo p rn GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT SITE. L9 O �l tt THE DISTURBED AREA 15 2.1 ACRES AND THE ABRAMS CREEK DRAINAGE w Z W 1> SHED 15 APPROXIMATELY 16 SQARE MILES (10240 ACRES) FORA um �• � / PERCENTAGE OF 0.00021%, GREATER THAN i00 TIMES. 1 i 4. CG-12A'S AT VALLEY MILL ROAD INTERSECTION ARE SHOWN ONLY TO Tn _ CARL ISLE HEIGHTS i MEET THE VDOT CG-11 TYPICAL ENTRANCE REQUIREMENTS. 1T 15 HOMEOWNERS ASSOCIATION / UNDERSTOOD THAT THESE RAMPS MAY NOT BE BUILT DUE TO SiTE LIMITATIONS, THE DECISION TO INSTALL GG-12 RAMPS AT THE COMMON AREA % VALLEY MiLL ROAD INTERSECTION SHALL BE THE RESPONSIBILITY OF THE N 81°30'44" u1 ...__ D.B.(o \ VOOT INSPECTOR AT TIME OF CONSTRUCTION. DATE: 1/24/07 19293` T.M.5514(2))-1-31A / t 5. 2„ WATER LATERAL AND 2„ METER SIZE SHALL BE CONFIRMED BY THE Rk- ZONE: RP USE: OPEN ,AGE t BUILDING ARCHITECT. SCALE: 1" = 30' . NO TREES, 5HRUB8, ETC. ARE TO BE PLANTED WITHIN FCSA WATER DESIGNED BY: WRS ````''°•4w-- _�� `L�•' , �,,�.►• �,i \ 30 15 D 30 60 (o.518 - - - AND/OR SEWER EASEMENTS. / SG/�LE: I" = 30' FILE N0. 2160E NOTE: FCSA TO READ WATER METER 51-MONTHLY AND SEND USAGE TO FWSA. NO SEWER METER TO SHEET 5 OF 10 / 5E INSTALLED 07-09 - z V ' ' W NOT W I. REGARDING FOOTING SETBACK REQUIREMENTS FROM DESCENDING SLOPE SURFACES. PER THE I INTERNATIONAL BUILDING CODE SECTION 180535, ALTERNATIVE SETBACKS AND CLEARANCES ARE Z PERMITTED, SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL, e 2. ALL SLOPES THAT ARE STEEPER THAN THREE HORIZONTAL FEET TO ONE VERTICAL FOOT WILL REQUIRE A SLOPE ANALYSIS PERFORMED BY A QUALIFIED GEOTEC14NICAL ENGINEER THE SLOPE z SAVILLE WILLIAM L 4 STABILITY ANALYSIS WILL BE REQUIRED PRIOR TO LAND DISTURBANCE PERMIT APPROVAL. W o 0 CID co EASTERN FREDERICK DEV. CO. 'cv T,M. 55N-(t2))-i-21A CsEORC�IANNA L ZONE: RP ALYAR�4Do, JOSS IUTiERREz, SCNULLER, WILLIAM C:ENEYIEYE9 CD ZONE: RP USE: i�ES WELLS FARC�O BAt�UC NA WATSON, JIMI T ALFREDO RAMOS, CiENJAMIN �, Qto USE: VACANT INSTR ! 22111 T1" I.554-1-1(Z))-1-5 , TJ"1. 55N-((2))-I-4 T.M. 55N-(l2))-1-3 LOIS ► TkI. 551-140))-I-i T.M. 55-A-181A ,� I 315' D•B• 824 P+�. 1235 I INSTR YR: 2002 ZONE: RP USE: RES ZONE: RP USE: RES ZONE: RP USE: RES Tx"i. 55N-112))-i-Z ZONE: RP USE: RES ZONE: D•B. (OilPG.Pis.1 s S Z x 0 c TO INTERSECTION ' INSTR ! 661S ZONE: RP USE: RES INSTR - 21565 OF CAMDEN DR INSTTR 10930 INSTR . 2231 __._ W ; � � o gE�t INSTR YR: 2001 INSTR YR: 2008 INSTR YR.- 2004 D.B. 941 I�x.106� INSTR YR: 2004 _ W MELLER REPLACE EXb" TEE 4 Gv WITH 6" TEE 4 Gv _� __ _ - - -= = ___ _ _ .� a ao TM. 55N-(l1))-1-'i REPLACEMENT OF TEE 4 Gv TO DONE NOTE .MILL AND ovE AY EXISTING ROADWAY SCHOOL 13115 STOP ,4lAp lS3-U - `� - __ - _ _ �� -- ZONE: RP USE: RES Tu1EEN !0 t°i•1 AND 2 AM DURf THE AS NECESSARY TO MEE TYPICAL 290 SLOPE. �:53� 05 MI. TO Cx'' ENWOOD ROAD i Xro�t�STOP a5.1°� ram` � H w YR: N rX W WORK WEEK X SEE VDOT STANDARD' TAIL WP-2. X SI m y INSTR RTE. 656 �.. l� I � EX. F. N`'D. EX. 1P� �° .co - X EX BO s S 5s42� 22 EX Gv _. . --- - - s_t_ _ --�- ,s5.-- s91_�I s2.49 . `'- E X� LACE Ex.. I _ - - _"_ 5 54 03 52 'IV, o - - Wm WITH 8" WMK/-`<r-;q-1i.49 a8O35 - - 5 �_-� _.__ __F a `ti- `` _4�A AY j f %Y; .. 1, 3 580.18 - �T 585i- a ._..._. - _ = .• a ' r' / _._�.. .. 1-/` !-I V'Y.•I W - i4^ 1..N� Chi TE E IWG J.,V.Y EX. E TAPER f r I l R 1 RELPO - �OCATE CG-6 81-u - - -- - --- - - 19.18 5N3 x EP �19 62 a Y - _ _ _ �a�>; • .}-_ r _ . ► �, ----��- LIMITS OF PAVEMENT OVELAY 19 23 954 519 84_ 6' TALL H BERM W/ 19.69X ��` _ -,�°- -�-- -----at�,�rr i asp w -- -ta .. �. _ E - � E 8.95 i3-� 5'18 `::::,. L�*1=,2"`� 39.4 �� ,---• 5 .N.-,S 5 ---- _ _.1 _ - � „�_ 3�pAD P4AI rn �'% -BRG-N '19 438 W - - -`_ z 6' TA EARTH' ' j M � � � d,., � _ � � - 5°I>3 x ~ <„'- - --- Asa'• STORM ---�i8.4 / - ��9' --- --� ,�. C ^ .�- � _ _ �� =� "--- � w ASEP4EPIT _ 6 C - / ` _ --f P LL E R 83 tc / \ s 515 - - ___ - - -"_.. v� Z i . BERM W/ SINGL -- I ` _ _ . /.d � 3 7 _ ROW OF 582.? > 3' RO MAIN AE ESMN, Ts,- ti �- '�----- - J 1 w . ,. BUS STOP S 76.32'11" 1183' S1 MAINTENA¢E ,�' , �� - E - _ .- 9 ..- .� _: = r ~ !� 'TRAIL -4 " Z z z o z z o ,- �- 0 _ EYERCxR,EENs S : - _ _ _ _ - _ 5�a _ - - -- \ _�...._ o O 10' TRAIL ` 0' TRAIL - - �` `- -- - tBECcIt� P '`. 10"%RAIL m 4 `""` x -- ,� '-____.- -- ND OF i/I o �' o o rn -- -_ .. --- -- ��0 GRAvEL _ =�� .m ` v w c� v Z c �. . i 19 ,, 582 -- - r AGGE "� .-•'"` - _ `'_ - ' �- -„ ( d v A d E-Z �. - i )el�a $-r _� w 1�� ! Q�� 3 r-- 5 .�5� i 1 J._ ----` rti;1�1� -\ �� a' W O Z _ 582 -� 518 d .p i3r i=i R P D � 84 I / - l`A w _ L r -._. 5 9 �9 + Q ENT '12t + . TOT LOT" G. ° ., SEE DETAILS.5HEET. % ,,, • t/3 1 5 _ _ - --- .- 1 r \ 58 61 ' Ily,dGTiV>: AGTI .�ON � I t / ° ,5so :91' , -"--` _ \� `�° 00 ♦ ' '--18 x8 1 E---� OF OSED " W� �' S p 3�2 • , ' s,- , ° • ' � cv o !, cat !i !, . ' RESIDE / 5EP SEE DETAIL C� SL Tr_ I.• ° ° , e• , • S�? 5i • • .� • ' SF� ° °'°' "'"'~'``'. ``�'� tP + f .e� r- x (�4 'o �i- • ' , °• , •' . • • ,�:.• •` • % EX MH A ""Pp,,r, 1 1 - s xis 2,�f 7f*t" ' , . Z2 k25 . • . °• -` 5' _ - -==�` �,� CL' & AI •� iNV=S - 8 IN 5 '� �,TB ` TUNG Miff ADHIKUSUMA .- _ x �g 1 f + ,... ', , uJ�TL',4N1�5• > ,i l~ �'®` I 5.g5 - 30" IN ' -� b 20,,PARKING 9ETBACI -r 4m ° ., ` _ „ •RIP-RAb' ' 5616 - Tn Lic. No. 26715 -. ?d{E1.TE&� k - -r.T ens • • • �° \\ S _ '' I� ,'G�`` 3s�1:i�3.5Q ° �• • ,.,.',° ° •%- iNv=554.�4 - 30 out _ _ .. r ZO -• _ - .I .I _ _ -- 56935 15 12 +TW (° . 561.05 DO�OT D I S 06) 5 . r' •-'°' I NAL Of 1 - i BLDG ',4 3 ARARTMENTs 201 _- �12-APARTMENTS BLDG B �:, `a a'0.• • . , j � � • -� / 5P�135 • ° 518.90+, l5 135 tAININC� WALL W/ NANIDRAI .. / + _ --- - -- ' i + 810 VALLEY MILL RD 61.14 5 v.4 860 VAL E-Y-MILL RD ESIGNED �'f' OTHERS ' ✓ .'�s ' 1 M �- • • c7 - i1.1 Ttu �- + , �- �.:.� + -" -i1 � 9w 140 B 15D TW � 4 1�� ° ' , ' . �! r � � 9 ~ - ' BRL _ _•- _ ,' � 18 11't TW �, _-. �6 r 11 -" 10�-BI�r- � • o -- `�, 5 i_ 142 , � y -0 TW �+ TW / .� \ 142 BW/j /AND I ,° •� / "'; _ FLOOORAW s � RETAINING WALL -"' - x' ` REVISED LOODPLAIN . • -� -� `e �-// - ' Z --- / _ 51 / a \ - _._.. W/HANDRAIL _.-- �.-'° - - = DESIC�h1ED 15'f OTHERS \ `<%" i I E-+ _ • t , ° 564 4.� / .+."+-. ... a ...s..-.u.... -'.,z.... + ` 5 '� � / �.,,,-•" CARLISLE NEIGcNTs _2214" -.... ..._ � __ r �.. _- .� -_.. S ..� SE D�TAIL SHEET 9B % _._.-._.. _. _ ASSOCIATION 0 '`' _.._ .�. .� �� .'-- ,� \N01'1EOU�lERS IAT 30,0 ' ~-�-. " Q 25, c'^v / �-� COMMON AREA z DE; A . ESM i 3.40 / � C� OQ ' -`,. "".�.�, 1 ,.1.•' N Z .e __ `j _" � ---'r' -•�;:. ,-., / ; / '� \•,o D.B. 1I6/i90-845 ``- ..,,,` 65.24 ----%4-1- _ _____ �� j , gti� % -��T.M. 551-((1))-3-252A 51059 \ . w O EX. 9M}�£ 51 �� _ ``ia / z (-ACE "�•- ",�, `.... diuG�r ..• RP USE: OPEN S co / 564.66 / INv=55 - 30" Our (% c�9 - D = `' - , ,/ ` + ,%-�-- 9 z�: RP USE: RE3 ` �' -.. + 5� zi' %. ��;, ,, �, E X G V',5 MSTR 4i 4C 0.5 MI. T a � W LIMITS OF PAVEMENT OVERLAY V♦ W _ 585.90 58461 - v583.15 EX El D t _ YQ rrn 5v254 i --- i� RLISLE NEIC'�NTB s8-��5 58123 �a3 5s MATCH Ex 5 - °w ASSOCIATION -5s5 5s4 - - WOMEOWNERS IA 5a13s 58-t 00 s�3s Sa GRADE .. +• g n ..ai -.� COMMON AREA x g' W N S1.30'44" O.B. '15S/396 r "- - " -- . T.M. 551-((2))-1-31A _- - =-- pnI- 5' ' RELOCATE PO �, �- 192 93 - f EX WWI o 6' TALL EARTH ZONE: RP USE: OPEN E SCidOOL BUS T T� AD (53-1) a-) Tc 5EF41 W/ 51NGLE 2 : � ROW O' RO -•�� e _... .. r_ __._ - E-' ---- -_ •--- `."~- � --- .._ ____ ____ :�-- _._._ � �--r. � o.,_. _._. . ! ._._ ____--.-t•-''` � EVE�CREENS - 10TRA ' DATE: 1/24/07 4 58$ I S` SCALE: 1" = 30' 30 15 O 30 60584 DESIGNED BY: WRS 11 I FILE NO. 2160E SCALE: I = 301 _ _. __--_---- - \ � 30 15 O 30 60 L L- .�...� .�. � � � "'� ""' -- � ..� / - - -- _ 58 1 ' 15' 1NACTIYE`SHEET 6 OF 10 - -_ ---- SCALE: 1 - 30 / ♦ � ��1� . ' 1 0 7 - 0 9 MATC X. ti 51916 -lea 21 51 .13 519.40 38.0' TI LIGHT >E _ ', 1iIi c•'4 C1 f` rn , (3) t-- t,a C? I� c tsa cxi (� d r) J ; C3? ; 6r q , 6i cJ I cA a X) cy, CCl E G i r c (I6 I r- ►n 11810 wn �� u) +r) 595 p 10-CIO VC I 96523 5D NOTE : MILL AND ;OVERLAY EXISTING l 14.45' K-Val ROADWAY AS NECESSARY TO MEET -0b1% I TYPICAL 29. SLOPE. SEE VDOT .1 j 590 STANDARD DETAIL WP-2, NOTE 6. ... _ ! 590 510 j E NO..._= 1 FF-518.90 580 590 j PROP. RET.WALL � BY OTHERS ! 515 585 5AK LAT 12'-0"PVC SDR-35/26 � 4.11go PROP. GRADE 510 580 1 f EX. GRADE 585 I +- +" `t - q 585 565 565 515 .......... - u (L w EX. GRADE I i '� w PROP: GRADE j REPLACE EX. (o" WL ®lo1y, BUILDING FACE i I I WITH 8" WL INCLUDING MIN. 580 i THE EX._TEE t GV /'" 1580 560 __.__.._... 560 510 i_.._apt . ,.._ i ---_�....�,.._.... ; 5 _ _ _. _ ...' .._ _.. _ .._..__._ ._ _,_ . _ _ _ .. I € .__.._ _._ _ FF = .90 !{ 992" - 6'. DI-GL52 / 16" ST ELF --� 48" MIN. ! i 1 - 515 i s Q I � jUl 510 �ttxD 3 cA� V wQQ t Woo 565 _ __ , � ! X D i Xw- �I !w DIP-CL 52 515 555 555 56F XmOO I UQL 1 X , r w j510 550 a) n m 0 a) 550 56Q \ 1� LXLI Z t I� Q it r l U" " " I if " at +- } Z Z 1 4p Z M m 565 545 i ___._ __ 0 x-.tu Z. ____._-- ____. 61 } z 6l z 545 9+50 10+00 10+50 11+00 11+50 SANITARY SEWER EX MH TO MH-1 ;w (a > 1� ix z of I I n 07 ! 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 ; S4 515 1 " 565 555 1 22' OF CLASS Al RIP RAP- y_. t -18"I MIN. OF 30" X 60" RC } CLIII e051% � O � � m tt u too-j�� w �� O it rn ,D �b " �` Oz�� 1 • ttl * 0 I cv 4 M ERGF ;,4.92% X I m uQi � F U- rrn rn r m > i cv Z 12+00 12 i 565 i 1 - 560 1 I 1 >X r- ri wit wrn` u " 0 I r- z 0 -Z _cv Z 550 ►50 13+00 555 I_ . 9+50 10+00 10+50 11+00 11+50 12400 12 +50 13+00 WATERLINE '"B° 590 590 590 585 585 j _ _ __. _ _ _ -.__.__ 585 585 _ 585 580 580 - BLDG. PAD , ._ 580 51558d _ BLDG. PA .,___._...515 1 i P/N GIZgpE I i I ` 48" MIN. 515 515 _. 8" MIN 515 510 8ll W/L ....w_ ._. DIPGL52 510 _ 1 f p1P/GL52 .. _ 510 510 _ 510 565 i 565 ca p E 565 565 _ , :. __ 565 560 560 I I 560 560 Lu ►,-- 560 555 'u.�_� 1.._, _. .._.._-.__ 555 i 13+50 14+00 9+50 10+00 10+50 11+00 9+50 10+00 10+50 11+00 WATERLINE °C'v WATERLINE "D® 5TORM SEWER CO„fPUTATION5 TO - FROM DA (AC) RUNOFF COEFF. C CA INCREMENT CA ACCUMUL. TC (min) RAINFALL (in/I•r) RUNOFF Q (cfs) ADNL FLOW (CFO) TOTAL FLOW (cfe) INVERT UP (ft) INVERT DOWN (ft) LENGTH (ft) SLOPE (9.) DIA (in) n VALUE CAPACITY (CFO) VELOCITY (Ft/6) FLOW TIME (min) DEPTH (ft) TOP ELEV (ft) LINE TYPE EX CUL TO 3 43A 0.5 21.1 21.1 35 2.8 60.6 0.00 60.8 515,52 515.4 1 63.6 0.(05 39X5fo OD23 60.8 53 02 0 - ELLIPTICAL CMP 5 TO 4 0.18 0.40 0.01 0.01 5.0 6.80 OA9 0.00 0.49 51830 51150 63.00 121 15 0.013 125 235 2.63 2.96 - RCP CL III 3 TO 2 0 0 0 21.1 35 2,8 0 0.00 1 60.8 515.00 564.18 220 4.92 36X60 OZ13 306.6 5.86 0.63 325 - ELLIPTICAL RCP 2 TO i 108 068 0.13 22.43 35 2.8 2.04 0.00 1 61.11 564.08 564.00 15 054 38X60 1 0.013 101.9 602 004 132 511.40 ELLIPTICAL RCP j PROJECT 2160E HEC12 Version_ V291 Run Date:- 03 28-2001 INLET NUMBER 2 LENGTH 10.0 TOP = 511.40 DRAINAGE AREA = 0.140 ACRES C VALUE _ .680 CA = 0.095 DRAINAGE AREA - 0.940 ACRES C VALUE _ b80 CA = 0.639 FOR THE FIRST SIDE SUM CA= 0.106 INT= 4.00 CFS= 0301 C0= 0900 GUTTER FLOW= 0351 FOR THE OTHER 51DE SUM CA= 0b39 INT= 4.00 CFS= 2551 CO= 0.000 GUTTER FLOW= 2.551 AT THE INLET SUM CA= 0.131 INT= 4.00 CFS= 2.938 CO= 0.000 GUTTER FLOW= 2338 GUTTER SLOPE = 0.0280 FT/FT PAVEMENT CROSS SLOPE = 0.0260 FT/FT SPREAD AT A SLOPE OF .028 (ftJft.) AND 252 (CFO) 15 5.40 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 13.60 H (ft) = 0.458 DEPTH OF WATER (ft) = 021 SPREAD (ft) = 1.94 f 50 25 0 50 100 SCALE: 1 " = 50' TYPICAL ROAD SECTION - N.T.S. US ROUTE 659 EASTBOUND - RIGHT TURN LANE Rau VARIABLE f LIMITS OF BITUMINOUS SURFACE 34' or to 0 10-2. a z W MA z z UA 0 o � o C\2 � i~ Q � �p d W x `O N � .- r4 a� Lu w) U L Q rr a) o q--01w �n H in II 2 '- LA Q U V 0 5 W E 0 w W Z d z U V w E- 0 M W O U M p- W O U o H w O U U z a W u U) CU w 10' 12' 12' 25' 3 FEET RC EXISTING -U� MAINTENAi EASEMENT DITCH *15" SURFACE EXISTING C0UR5E-SM-95A SHOULDER �-6 -2.00% -2.00% G W F' o CQ r- 0 w r~ 0 � t- o 0 w 0 i 0 0 o H OF1, o- TUNG NIKI ADMOSUMA Lic. No. 26715 SIONAL Hd 'Kt W Q V)Z O W E :!� 2 Cc O Q a F 1 W Z O 0 124 Ems-+ V F--+ W U w z U. W DATE: 1/24/07 I' " BASE COMPACTED 5UBGRADE I COURSE BM-25 (COMPACTED TO 95% DENSITY SCALE: H:1"=50',V.1"=5' AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) LIMITS OF BASE god � DESIGNED BY: WRS USE STANDARD WP-2 FOR p •6" SUBBASE - 21B TIE IN TO EXISTING PAVEMENT AGGREGATE FILE NO. 2160E MILL 12 X I1/2TIE IN JOINT 0 OR MATCH EXISTING PAVEMENT ON ROUTE 659 w SHEET 7 OF 10 PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 07-09 6' location marker STANDARD flil 24' salad backfill 6, All backfill to be compacted to 95% of ASTM D698 maximum density. 8' CONCRETE CRADLE CONCRETE ARCH location Marko II 24' salad backfill 6' e• CONCRETE ENCASEMENT TRENCH & BEDDING -1- l�v+� Capitol Foundry of VA, Inc. traffic bearing ceanouNamphde frame and cover, Item No. VB-9'S Panella Model PA4SV-CSK (41 cast Iron ceanout cap wtth standard gasket and brass plug having a countersunk square head concrete skid pad finished 24' dia. x 8' deep grade 12' ... • 6'stone sanitary Wye sewer main 45° bend .................................................................:.�:............ 6' stone All pipe and fittings shall be SDR 35/26. GRAVITY SEWER CLEANOUT -24- ' "'^'-D TOP _OW PAINT T CLASS A 3 CONCRETE .D. STEEL POST SHED GRADE T CLASS A 3 CONCRETE BOLLARD NOT TO SCALE 4' select ackfill 2 O.D. FEB 09 FEB 09 =L,4sa�h��l�ls�� i viz l!J In addition to restraining each joint of the fitting, any joint that falls within the specified length of each branch of the fitting shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter D 8' 8' 1 Y 1 16- Is- 20' 24' L(11) 1 60 1 60 100 120 120 140 160 TEE, CROSS, WYE D = r r i I n of PVC or DIP / L est a nod a gth pipe ( ) X\ D =pipe diameter D 6' 8' 12- 16- 45°, 22 1 /Y, 11 1 /4' 18' 20" 24' L (ft) 1 20 1 20 1 20 20 20 20 120 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- FEB 09 3/4' concrete wedge ConalnTeed Rexus 24' manhole cover no. GDRU60EH F anchor boft - 4 as Y adjustment ring with Y custom setter (meter by FCSA) butyl joint sealant on top and bottom vades at property line standard flat top for (see note 3) 7 max.+{ 4' diameter manhole concrete pad IB' dia. finished grade of x 6 deep pavement or earth 6' stone •., r, ' -- meter interface unit roadway box bracket fumished by Y CTS polyethylene 27' - 29' T FCSA and installed by tubing (PET) 200 psi I 12' contractor 48' min. w/ SS Inserts at all .•• 3' riser section for 4' connections diameter manhole .j with cutouts :4 3'min. —�{ Y min. ' .................. solid.support 6' stone under custom setter 12....gauge.. solid Insulated saddle with co ration sto �O P copper wire for line ng, PJ X FlP coupling and tracaci MIP taped at 10 foot Intervals plastic plug water main (see note 4) ball valve curb stop with Pi (CTS) both ends with Y gate valve operating nut •� NOTES: 1. Water service crossing street shall be encased In H 40 PVC or SDR 21 t . The piping hall SC e PPe PP 9 m one foot beyond sidewalk across run from Strati[ to one toot beyond afdewalk. 6' 2. Install 12 gauge solid Insulated copper wire (for line tracing) from corp. stop to Into the meter box wrap wire around N P ( p co estop; wireto be taped to top of PET at 10 foot Intervals; come up Into meter box; wrap around bottom of angle ball valve; terminate with 1 Y tali piece]. CUTOUT DETAIL (typical) THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1 %" AND 2" METER INSTALLATION -9- FEB 09 RAU DI I — L —..- I D2 Both joints of the fitting shall be restrained. In addition, all Joints within the specified length on the large side of the reducer shall be restrained. L = restrained length of pipe (PVC or DIP) D g pipe diameter �ooaoorr �oaaavo �ooa000 REDUCER i L �I L L -_ I I —r l D In addition to restraining the connection, any joint that tells within the specified length shall be restrained. B' 1 Y 16' 18' D 6' 20' 2 L - restrained length of Pipe (PVC or DIP) D - pipe diameter VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- FEB 09 top of manhole at grade In pavement areas unless otherwise directed (top shall be set 24' finished grade �+•1'-G+{ I+— 24- min. —.1 min. above grade In undeveloped areas) Gear opening } ' :. r. square skid pad Ir thick around manhole frame in 3/4' x Y butyl developed areas • Joint sealant 6' stone 35' max. 24' min. in undeveloped areas adjustment rings ' (11' max.) 3/4' concrete an . finished bolts (4 each) 4 grade concrete ASTMC-150 ` T��ov 4000 psi • 1Yort1G(tYP•) extedor of all sections to have waterproof coating _S_ i steel reinforced . • 1' nominal size butyl polypropylene steps ' Joint sealant to be applied on lower ledge of joint joint gasket shall be either otng or profile variable 4' q 5' — pipe to manhole connection to be by flexible sleeve Invert channel to provide a 3'min. smooth transition in to out, ` a' -V max for all connections L 2 0 max precast Invert or ;i c�vtti r•, �'"�, ( ! '• top of bench to be grout bottom to k ;.i:?."ram 3/4 dia. f •' same elevation as top form channel "' ,.. -:a `t` g• 01 pipe .,4''' ' 4 4 .� L. 6' stone NOTES: 1. Manhole sections shall 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 extedor coating 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. S. Flat top shall be used If height from Invert out to rim Is four feet or less. Frame to be 4' In height. 6. There shall be a 0.20 foot drop In elevation through the manhole. STANDARD MANHOLE -15- FEB 09 TYPICAL ROAD SECTION -N.T.S. US ROUTE 659 EASTBOUND — RIGHT TURN LANE VARIABLE A RA rat-1-1 i — irrTrr� �%T�n �— -llrtTl I�r '3" BASE ih 1t COURSE-BM-25 COMPACTED 5U5GRADE (COMPACTED TO 9E,% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-I METHOD) LIMITS OF BASE USE STANDARD WF-2 FOR TIE IN TO EXISTING PAVEMENT iz=6" SUBBASE - 215 MILL 12" X 117" TIE IN JOiNT 0 � AGGREGATE OR MATCH EX15TING PAVEMENT ON ROUTE 659 w IL PAVEMENT DE51GN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE 5UBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. finished grade down bend Ld - down bend restrained length of pipe (PVC or DIP) depth 4 fL min. Lu - up bend restrained lengthof pipe (PVC or DIP) Ld ---=-I D = pipe diameter /\ up bend Co de \> \Z \ D Each sloe of any vertical offset � bend shall be restrained. In Lu addrtlon, any joint that falls within I f the specified length on each side of the titling shall be restrained. 6Er:� D 6' e' & 12' 16', 1 a- & 20' 24' 45° Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 22 1/2° D 6' 8' & 12' 16', 18- & 20' 24' Ld 111) 20 20 40 40 Lu (ft) 20 20 20 20 D 8• 8' & 1 Y 16', 1 S' & 20' 24' 11 1/4' Ld (ft) 20 20 20 20 W (ft) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 09 Existing S'min. r Pant5'min. EdgeofVDOT Edge ofVDOT Right of way Right of way 4W min, water 36' min, sewer spacers (see notes 1 & 2) joint restralnt casing pipe or carrier pipe end seal tunnel liner SIZES REQUIRED CARRIER PIPE CASING PIPE Wall Die (inches) Dia. (inches) Thickness Qnches) 4 or less 12 .250 6 16 .250 8 10 — 18 20 .375 SECTION .375 NOTES: 12 24 .375 1. Separation of carrier pipe from casing pipe shall be by 14 24 ,375 manufactured steel and/or plastic casing spacers. 15 24 .375 2. Spacers shall be placed on spigot end within 10 inches of 16 30 .5D0 connection to bell; then 2 spacers evenly placed on length 78 30 .500 of pipe. 20 — 36 3. Carder I within the casing shall .500 pipe 9 h be restrained 21 36.5004. Water service laterals 24 -- 36 ,500 a. Casing pipe shall be SCH 40 PVC or SDR 21 1 3' diameter I r 1'service pipe for ervlce lines for larger pipe use tunnel liner) 2) 6' diameter pipe for Y serNce lines b. No spacers or sand fill to be Installed JACK AND BORE ROAD CROSSING -13- FEB 09 PAVEMENT IDE5IGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 4' REINF ED CONCRETE 3000 PSI 4' 131.18645E (21-A STONE) S' IUIDT14 12' SEE SITE PLAN Mi11 yy- V4' • P 3� 3 I —III ;1�� • 4 COMPACTED eUeGRADE (W% DENSITY) CONCRETE 51DEWALK DETAIL Dt-concsw (NOT TO SCALE) concrete pad I W dia x 6' deep — finished grade 8' stone screw type adjustable valve box — 48' min. location marker valve box adaptor joint valve rastralned Astone restraints to main I -- I it to 24'-1 t— e'x 8'x 16' solid block for 12'valve 6', 8' and 12' concrete pad 16' concrete pad 18' dia x 6- deep finished grade dia. x 6' deep 6'storta screw type adjustable Na. Note: valve shell 6' stone 24* min. 48' min. valve box —•� bevel ear g screw type - valve restrained to maln \ � adJusteWe valve box Note: valve shall } `•.�:iC`Sj:C;,`}:!?}F:!::jy::;:;:;i:�iiii?:ii(j;;:?};:.:';::i':j;' • valve box ear be spur goat valve box ... adaptor tYPe adaptor .w I= 60' min.— +; krver-excavation valve `:'iw restrained .................. ...................................... .�~'�—stone to main 81x 8'x 16' solid block frx 8'x 16' solid block Water Forced Sewer 16', 18% 20"and 24' GATE VALVE -5- APR 09 isnw grace mum NOTES: Gravriy sewer. 1. At pipe and fittings Inside manhole shall be SDR35/28. Forced sewer: 1. Piping to 90° bend shall be SDR 21. 2. Piping for drop shall be same size as Incoming sewer. 3. All pipe and fittings Inside manhole v •� shall be solvent weld SCH 40. a ..• boot 90 bend v ..:.r:........;( .........i.. pressure treated v., block stainless steel .' concrete wedge anchor stainless steel band fill with grout 45° bend --r, it existing bench elevation s r r Y 0 SERVICE LATERAL MANHOLE CONNECTION -20- stone trench width as required Z dia schedule 40 steel W6' Pipe filled with concrete';' and painted yellow y g W finished % T Tv grade` 2 concrete j S �1 encasemam W 0 BOLLARD DETAIL Q NOTE: G d.to M Weep holes shell not be subject to h being groundwater Installation Is in an area having a high groundwater table, the r CC)O Authorhys engineer shall be contacted for hydrant relocation. N � (M tx G4 I O concrete l'-8' dia x 6' deep � Q I � 10 required —1 pad � Wa) q 0 g max W O 0t CC ,o — screw" adjustable valve lox „+ r r rm of e' valve box adaptor top of base locator market stone it �+ w i••r s••1 N O N >' .� ,J mechanlcalJolnt swivel tee with FJ W 8' brerxit ..:. ..::ii:'d.::•ti: rx. FIRE HYDRANT ASSEMBLY .6- spigot by gasketed bell 45° bend z 3' minimum �+{ gasketed pipe and fittings 8' x 4' gasketed bell wye solvent weld cap J property line finished grade �•— 5 36 min. location marker cover stone 45' treated Yx 4' with . top 6' pointed green v— 4' pipe at 2.00% minimum gra de de All pipe and fitUngs shall be SDR 35/28 . H APR 09 E- W, O z�� w w� o V) 0 o o w W z N�t tJ O (0 O Z'- O Oco O .- r O '-t T OF r 1 �f U MG NM ADIID{[JSUMA� Lie. o. 2 716 L;.a; GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS FEB 09 -22- FEB 09 co W � �> Q I� E—+ W E--+ O U z W Q �D u DATE: 1/24/07 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2160E SHEET 8 OF 10 07-09 SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. SIGN (SEE DETAIL) FC OR I WHEEL STOP I 2' WITH Er T STRIPED AREA 0 LIGHT COLORED REFLECTIVE BACKGROUND MAT'L. - DARK COLORED 2' LETTERS & 3/8" BORDER INTERNATIONAL SYMBOL OF ACCESSIBILITY 12" I RESERVED PARKING 61 24 6- 9 4.0' MIN. C 7.0' MAX. V HANDICAPPED DISPLAY CONDITIONS SYMBOLS a' MR UNLAWFUL PARKING IN THIS 4" STEEL PIPE FILLED WITH CONCRETE SPACE IS SUBJECT TO A FINIi OF DARK COLORED REFLECTIVE 8' AN ACCESSIBLE SPACE 100.00 TO 500.00 BACKGROUND MATERIAL 5' FOR RECsULAR SPACE HANDICAPPED PARKING DETAIL LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED MT -A AT SAME POINT ADJACENT TO THE 8' AISLE, NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE To BE CLASS A3 IF CAST IN PLACE. 4000 PS1 IF PRECAST. 3. COMBINATION CURB & GLITTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG AL FACE OF CURB) SHL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER SH�L). BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. I 4• ' 2'ft S. DOT SHALL. NOT BE VSED WITHIN THE Ij1I V DO'i RKHT-OF-WAY. 9 ' . ro 8- - The bottom of the curb and quttsr may be amWuct4d pao11N to the slope of .ubbo•• ccKine s prov(dad a minlmurn depth of 7- Is mointainsd. COMBINATION 6" REVERSE CURB & GUTTER I"X4"X4'-8" SLATS, 2-FIN15W NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 4"X4"X8' POSTS - ------ 1) k K AA 1NO ► $: 1. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. Kim 2. FINISHED SIDE OF FENCE SHALL PACE ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL WOOD PENCE DETAIL OR AFFROVED EQUAL FOR DUMFeTER ENGLOSURE NOT TO SCALE ; BEVELED vWITH NOTES: MORTAR i I • • t FOR TABLE OF DIMENSIONS AND VOLUMES FOR iI CIRCULAR PIPES (STANDARD EW-2) SEE SHEET 2 OF 2. FOR TABLE OF DIMENSIONS AND VOLUMES FOR ELLII PIPES (STANDARD EW-2A) SEE SHEET 3 OF 3. ' 3. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4. 4. ON SHALLOW FILLS. WHERE ENDWALLS ARE 1' OR DETAIL A LESS BELOW SHOULDER LINE. THE TOP OF THE ENOW KI y SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. Tr_ 5. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. TABLE OF DIMENSIONS AND CONCRETE VOLUMES PER ENDWALL FOR 42" - 96" CIRCULAR PIPE CULVERTS DIAMETER OF PIPE CULVERTS DIMENSION 42" 48" 54" 60" 66" 72" 78" 84" 90" 96" Et DO NOT o (� FOR PRECAST SEE SHEETS 101,06 AND 101,07. BEVEL I 1 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOV 2 pd DEFORMED V INVERT CRACK CONTROL I I- - SLOPE, DITCH SLOPE, OR SHOULDER. BARS P ! I 7. THIS STANDARD TO BE USED WITH STRAIGHT CROSS( AND SKEW ANGLES TO 15•. 30• a 8. COST OF DABS FOR CRACK CONTROL TO BE INCLUDE PER I PER U I YARD CONCRETE. > � DETAIL B PRICE E BID E C B C D C p T V IN AREAS EXCEPT W 9. HEADWALL 0 BE BEVELED ALL E E E E CONFLICT WITH INVERT AND WINGWALLS OCCUR. 10. BEVEL EDGE IS REOUtRED ON THE HEADWALL AT THE END OF THE CULVERT (WHERE THE FLOW ENTERS T CULVERT). HEADWALL AT THE OUTLET END OF THE MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. A 1' 6" 1'-6" 1'-6" 1' 6" 1' 6" 1' 6" 1' 6" 1' 6" 1' 6" 1'-6" tit 8 I 4'-9/2" 5'-4" t 5`10/2" 6'-5" t 6'-11/2" 7'-6" I 8-0/2" 8'-7" I 9'-2/4" 9'-9Y4" C 3'-3�'4" 3'-9" 4'-2'/4" 4'-7" 5'-0/8" 5'-53r4" 5'-11" 6'- 4/4 6'-9%" 7'-2%„ O D 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" W-O" 6'-6" 7'-0" 7'-6" 8'-0" I E 0'-6" 0'-6" 0'-s" O'-6" 0'-6" 0'-6" O'-6" O'-6" 0'•6" 0'-6" F I„ 0 -5/2 0'-s" I .• 0 -6/z 0'-7" I„ 0 -7/z 0'-8" � I .. 0 -8/z 0'-9" 1„ 0 -9/z 0'-10" _I G 4'-4" 4'-10" 5 _ 4" _ 5' 1 0 6 _ 4" _ 6' 10" 7'-4" 7'-1 0 _ 8' 4" _ 1 " 8 0 J H 0'-10" 0'-10" o'-11" 1'-0" 1'-1" V-2" 1'-3" 1'-4" 1'-5" 1'-6" I p-11" 2'-01/z" 2'-3" 2'-5%z" 2'-8" 2'-10'/2" 3'-V 3'-3'/ " 3'-6" 3' 811/ " - " J 5' 8'/ " 6' 41/4" 7' 11/4" 7' 70" 8' 7" 9' 4" 10' 0%4" 10' 95/e" 11'-7" 12'-41/8" \ K 4'-5'/ " 4'-111'/ " 5'-6Y4" 6'-1%e" 6'-9" 7'-4' e" 7'-111/4" 8'-6/Z" 9'-2" 9'-9% " 11. Y,' CHAMFER MAY BE PROVIDED ON ALL EDGES AT 0 MANUFACTURER'S OPTION, PLAN C� - L 6'-75/" 7'-6" 8'-41/ " 9'-27/s" 10.-11/4" 10'-11%', 11'-10" 12'-8%" 13'-6T ' 14'-51/4" ry M 1'-11/4" P-21/e" 1'-35/.. 1' S" 1'-6'/z" 1'-8" 1'-93/e" 1'-10�4" 2' 03/e" 2' 2" O N 0' S 4" 0'-5 „ 0'-6 0' 6 0' 7 „ 0' 8 0' 8 „ 0' 91/" 0' t0" 0'-10' 0 0' 11'/ " 0' ti% „ i' 01/ " 1'- Me 1'-21/ " 1' - 3'/ " i' -41/ " 1'- 5'/ " i' -6'/ " 1'-71/z„ P 5'-9" 6'-6" 7'-3" 8'-0" 81-9.1 9'-6" 10'-3" 11'-0" 11'-9" 12'-6" 2 p4 DEFORMED CRACK CONTROL BARS O-CIRCULAR PIPE ST'D. EW-2 ST'D EW-2A;:.�, 1 --� -i ---- I I I I 3 .. 12" SECTION A A -- SEE DETAIL A I+..I . 3,. I j or. DO NOT BEVEL L INVERT I - Z� F�� Fl�w 12" `I`` SEE R 1'-1" 1'-21/ " 1' 4" 1'-51/z" 1'-7" 11-81/ " i' 10" 1' 11% " 2' 1" 2' 2f/z" CUBIC YARDS CONC. PIPE 3.558 4.373 5.635 7.089 8.776 10.702 12.861 15.303 18.195 21.285 S-ELLIPTICAL PIPE CONCRETE C.M. PIPE 3.791 4.680 6.054 7.642 9.490 11.605 13.984 76.678 19.724 23.107 C 4'-4" 4'-10%" 5'-5�d' 6'-OY4" 6'-7 7'-2% 7'-91 z 8'-41/ 8'-11/e 9'-6'/4 W--��-- a I 1 �� •-•----r1 LJ F O'-61/2" 0'-7" 0'-7'/' 0'-8" 0'-8%' 0'-9" 0'-91/' 0'-10" 0'-10'/ 0'-11" G 4'-3„ 4,_9„ 5,_3„ 5,_9„ 6,_3„ 6,_9„ 7,-3„ 7,_9„ 8,_3„ 8,_9„ I 1' 10)'4" 2' Ol/4„ 2,_2 4., 2' 51/4" 2' 7�4" 2' 10'/4" 3' 0Y4" 3' 31/4" 3' S�4" 3' Cf)J 5'-8'/4" 6'-4" 7'-1" 7'-9 4" 8' 6 4" 9' 3 „ 10'-0 10'-91/ 11' 6 12' 3' •, L 8' " 8 9'- 9-/4 1 O'-115/8" 12'-1'/2" 13'-3/e" 14'-5'/4" 15'-7" 16'-9" 17'-103/4" 19'-0/8" LL M 1'-1�8" 1`2" V-3'/" 1`4/e 1`6/8 1-7Y4" 1'`9'/4' V-10/e 2-01/4" 2'-17/e„ _J p 7' 6" 8' 6" 9' 6" 10' 6" i11-6" 12' 6" 13' 6" 14'-6" 15' 6" 16' 6" R 1'-0Y4" 7'-2'/4" 1'-3Y4" I'- VA 1,-6 4„ 1'-8'/4., i,_9 4„ 1`111'/4„ 2,_p 4„ 2'-2'/4,. CUBIC YARDS CONC. PIPE 4.238 5.230 6.761 8.538 10.602 12.958 15.612 18.623 22.104 25.898 CONCRETE C.M. PIPE 4.469 5.536 7.177 9.088 11.312 13.856 16.730 19.993 23.618 27.704 FOR 11 1 AND /2' o 0'-4'/2„ 0,-5„ 0,-5 4„ p -6'/4" 0'-7" 0'-7V2" O'-8f/4" 0' 8 4 0'-91 2 0'-10„ :1 FILL SLOPES b ( 0' 3/z" 0' 4" 1 0' 4/z" 0' 5" 1 0' S/2" 0' 6" 1 0' 6/2" 0' 7" ' 0' 7 z" 0' 8" FOR ALL DIMENSIONS NOT SHOWN SEE VALUES LISTED ABOVE FOR i' :7 FILL SLOPE END ELEVATION SIDE ELEVATION SHE SHEET 2 OF 3 SPECIFICATION REFE REFERENCE 42`96'' STANDARD ENDWALL CIRCULAR AND FOR PIPE CULVERTS 60"x38''-106"x68" ELLIPTICAL PIPES STANDARD ENDWALL FOR PIPE CULVERTS 42''-96'' CIRCULAR PIPES 105 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 101,04 VIRGINIA DEPARTMENT OF TRANSPORTATION INSERTABLE SHEET A179 r B c E A D c A Rl-1 Reduce spacing 40% C COLORS: LEGEND - WHITE (RETROREFLECTNE) BACKGROUND - RED (RETROREFLECTIVE) 1-i STOP SiGN (RI-iXMUTCD SEC. 28-04) WHEN A SIGN 15 USED TO INDICATE THAT TRAFFIC 15 ALWAYS REQUIRED TO STOP, A STOP (RI-1) SIGN SHALL BE USED. THE STOP SIGN SHALL BE AN OCTAGON WITH A WHITE LEGEND AND BORDER ON A RED BACKGROUND. STOP SIGN PLACEMENT (MUTCD SEC, 215-06) THE STOP SiGN SHALL BE INSTALLED ON THE RIGHT SIDE OF THE APPROACH TO WHICH IT APPLIES. THE MOUNTING HEIGHT OF THE SIGN SHALL BE l FEET FROM THE TOP OF CURB TO THE BOTTOM OF THE SIGN PANEL (MUTCD, p. 2A-9) MAXIMUM SETBACK OF THE STOP SIGN SHALL BE 50' FROM THE EDGE OF THE TRAVEL LANE OR THROUGH ROADWAY (MUTCD, p. 2A-10). WHEN THE STOP SIGN 15 INSTALLED AT THIS REQUIRED LOCATION AND THE SIGN v151BILITY IS RESTRICTED, A STOP AHEAD SIGN SHALL BE INSTALLED IN ADVANCE OF THE STOP SIGN. THE STOP SIGN SHALL BE LOCATED AS CLOSE AS PRACTICAL TO THE INTERSECTION IT REGULATES, WHILE OPTIMIZING ITS VISIBILITY TO THE ROAD USER IT 15 INTENDED TO REGULATE. A B C B E f 16 .375 6 6 C 3 Z75 24 .625 8 6 C 4 10 30 .75 10 10 C 5 12.5 36 .875 12 12 C 6 15 48 125 16 16 C 8 20 SQUARE': TUBL S-F�L SIGN: POSTS - Square .stupe, steel sight posts:,-s; lr be iabriaated. From: haNrolied; carbon sheet steel, .str.uctural ste:ea'quart}j Gonfarming*1o,.-the„ requirements•of AST'M�'A1011- Grade �50�. cept-:tile yield: strength after cold farming sha11 be. �6O,DnQ; psi miniilet�m: The. sfeel'.gauge shall be 'i� •,gp�(ge for the. 2•, inch _by inch os.ts and- 10- gaugge• for. the:, 2/z inch by 2%21C?ch ostsr' Poi • Cl�scde. anti' aut�iddY shdI1he :gulvanizad- in qc-ordance with' the re4quhmettts a, AST�M A65S. Cobting. Designotion,: -'904 • Posts• sh RVt e• on, in-grauna'' anchor.' system- thd" provides .a- stable installation and* allows easy"replacement of tlib_.sign ,nost info the anchor- systbm -after: uehiculor, nrlpact.. Rusts shag conform. to• the- breakaway. r,e�quirement of AASl4T0's Stand ard. SpeeaftGatidns for, S.tr'ucCaralSupports `for HighWay-Signs; LUM1n iir'es,:and Tr.of�c Signals (IR94• 'E i1V6n 4icludhq revisions): -The Untraetor`shni(pravida a"copy oflbe FHWA`s.acceptanceAetter'iridica in complionce..with brebkaway •requirements at. the time.,of' catalog:sulxnlsSIM'.of., the-:Rosts. Posts' shall lTaue. ��inch t�/� Il�gincfi�-openings"or .knockouts -spaced-1 inch on- Leri.ter.:s' on all four' sides Rusts shall. be: installed in accor.Qance with the meriufacturer `s. r. ecommendatibns: ' Pbyment 'will be made under.- Si9`nTast Steel:tSize% Liner F.aet. CG-6 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB &CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 6 BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A /DOT ROAD DESIGN MANUAL. r n�J NttCH MAT OC I, VIVI:KG IG AT THE OPTION OF THE CONTRACTOR SPECIFICATION _- REFERENCE COMBINATION 6'' CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION WP-2 TACK COAT THE PROPOSED THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 1j0' •ry EDGE T EX SING PAVEMENT I � SAS DETERMINED IN FIELD( CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS -------- EXISTING SUBBASE-------- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 /z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) REV. 9/Ob 20"3 NOTES; 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDDT 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, 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING 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 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE (DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL RE RESTORED SUBJECT TO THE APPROVAL. OF THE ENGINEER. 7. FINAL 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 STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(o) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE REv n/al FOR WIDENING SUBJECT TO TRAFFIC 305 303.02 VRGNIA DEPARTMENT OF TRANSPORTATION 315 W LU O (p Lo � .-•4 C\2 � C Q) co 1 OU (0 '0 � CV ROO-r .� p I v '> ''T""' _ L 0 C\2 h. � Q) rQ) cl O C) 0 - 12 0 4 2 CID U A4u ..4 45 _4 0 LO TABLE OF DIMENSIONS AND CONCRETE VOLUMES PER ENDWALL FOR ELLIPTICAL PIPE CULVERTS SIZE OF ELLIPTICAL PIPE CULVERTS (SPAN X RISE) DIMENSION 60 x 38 68 x 43 76 x 48 83 x 53 91. 58 98 x 63 106 x 68 A i'-6" V-6" 1'•6" 1'-6" V-6" 1'-6" 1'-6" D 4--91/2" 4'-9/2" 5'-4" 5'-10/2" 6'-5" 6'-if/2.• 7._6,. C 3' 3)4" 3'-334" 3' 9" 4'-2'/4" 4'-7'/2" 5' OS/e" O D Y-2" 3'-7" 4'-0" 4'-5" 4'-10" 1 E 0'-6" 0`6" 0'-6- 0'-6" 0'-6" 0'-61, 0 F 0'-5/2" O'-5Iz" 0'-6" 0'•6'/2" 0'-7" 0'-7/2" G 4'•4" 4'-4" C-10" 5'-4" 5'-10" 6'-4" 61-101, _I H 0'-10" 0'-10" 0'-10" 0'-it" 1'-0" V-i" 1'-2" L� I 1'-it" 1'-11" r o'/z" 2' 3" 2' s'/z" r 6' r lo'/z" J 7 •2 I,. /2 7 -10 I .. /2 8 8 /� 9 -6 .. /4 1 '- 0 5 tt'- 3 1 '- 2 2 K 5'-11/2'. 6'-7'/z' T-3'/2" 7'-11Y4" 8'-8%" T-5" 10'-2'/e" .- L 6'-75/e" 6'-75/a" 7'-6" W-4/z" 9'-2r/8" 10.,1A" 101-11%" M 1'-1'/4" 1'-1'/4" V-2/8 T -35/e" 1'-5" 1'-6/2 1,•8,. N O'-5y4" O'-5y4" 0'-5Y4" O'-65/e" 0'-6%" 0'-7'/2" 0'-8/2" LL_ 0 0' it1/z" O'-11'/2" 0' tt'/z" 1' 0%z" 1"1/2'. 1' 2/i' 1' 3/z" P 5'-9" 5'•9" 6'-6" T-3" 8'-0" 81-9" 9'-6" R P_1„ p-1" V-2'/z" V-4" 1'-5/2'. V-7" 1'-8'/2„ 6'-4" 6'-11" 7'-7" 8'-2" 8'-10" CUBIC YARDS CONCRETE CONCRETE PIPE 3.793 3.747 4.601 5.913 7.433 9.191 11.207 C 4,_4„ 4'-4" 4'-10ye" 5'•5Y4" 6'-OY4" 6--75/e" 7'-2%" F O'-6/2.1 O'-6'/:" 0'-7" 0'-7/2" 0'-81, 0' $'/z" O'-91, O G 4'-3" 4••3" 4'-9" 5'-3" 5'-9" 6'-3" 6'-9" CV _j 1 i'-10)'4" 1'-loy," 2`OV," 2'-2Y4" 2`V/4" 2'-7)'4" 2--10'/4" (n J 7'-2/2" T-10'/2" 8'-81/4" 9'-6'/4" 10'-5" IV-3" 12'-2" - V) V) i-r i•. Q) O Q) 'J, '� N W Fr r� 0 1;j rx O L 8' 8" 8' 8" 9'-9jr4" 10'-11%', 12'•1'/2" iT-33/s" 141-51/4.1 L J M 1' 1/e" 1' 1'/e" V-2" V-3/2" 1' 4%" 1'-6%" 1'-7y4" LL P 7'-6" 7'-6" 8'-6" 9'-6" 101-61, if-6" 12'-6" R 1'-OY4" I'-O'4" P-2'/4" V-3Y4" 1-51/4" V-13Y4" 1'-B'/4" CUBIC YARDS CONCRETE CONCRETE PIPE 4.469 4.423 5.453 7.034 &876 11.010 13.457 FOR V/271 AND a W-61/4" 0'.7" 0'-8" 0'-8)'4" 0'-9/z" O'-101/4" 0'-1t" 2:1 FILL SLOPES b 01-5.' O'-5)'4' 0•-6'/4.' 0'-7" 0'-7'/2" 0'-8" O'-By4" FOR ALL DIMENSIONS NOT SHOWN SEE VALUES LISTED ABOVE FOR 1'/2;1 FILL SLOPES SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS REFERENCE 105 50"x38"-106"x68" ELLIPTICAL PIPES 302 VIRGINIA DEPARTMENT OF TRANSPORTATION I I (RADIUS TO BE AS I �" A"1 xx STREET APPROACH SAME suRFAcm I AS MARA.ANE ROADWAY (SEE NOTE 6) GENERAL NOTES SHOWN ON PLANS) C C (� I L WHEN CG-11IS USED FOR STREET CONNECTIONS THE - - - - - - - - CONNECTION MUST BE DESIGNED IN ACCORDANFi I (RADIUS TO AS WiTH AASHTO POLICY AND THE APPLICABLE L RADIAL C0IDAJATION SHOWN ON PLANS) REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL. / CURB AND CG-6 (SE GUTTER NOTE 7) 2, WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE /P Q- TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK - - - -j2)'a. TRAFFIC, THE DEPTH FOR SIDEWALK i CURB RAMPS WIT}iR THE LIMITS OF THE RADII SHOULD f E SIDEWALK I INCREASED TO 7". (SEE NOTE OW LLpE� 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 BE CDJIlS4TEDTOU MATCH T E OUNTT A TO EXPANISKI EXPANSION COIF�ATiON- JOINT $ JOINT 4. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE w USED WITH THIS STANDARD. NOTE, WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYP)CA- SECTION- A -I 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. PLAN VIEW ENTRANCE NOTES 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW MAINLINE ROADWAY SLOPE UNE I5 REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 10' PARABOLIC CURVE THE ENTRANCE. EDGE OF SHOULDER OR 8 X MAX. D 7. MAN.INE PAVEMENT SHALL BEE CONSTRUCTED TO THE OPTIONAL FLOW LANE CHANGE ® - R/W LINE (EXCEPT ANY Sl�RAOE STABILIZATION _ D REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE MANU E ROADWAY -' - -- - - - - - -- -- - OMITTED IN THE ENTRANCE-) MAX- 8X X. ® D 8. RADIAL CURB OR COMBINATION CURS AND GUTTER �-- SLOPE CHANCE SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE D EXCEPT FOR REPLACEMENT PURPOSES. 40'WMMRA FOR STREET CONNEC�� 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 20'MIMMUM FOR 'D" ARE USTED iN THE ALLOWABLE ENTRANCE GRADE S. MiN. COMMERCIA ENTRANCE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. M CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. ALLOWABLE ENTRANCE GRADE CHANGES SECTION A - A ENTRANCE VOL IAIE GRADE CKANW "D" DESIRABLE MAXIMUM MOH MORE THAN 1500 VPD 0 X 3 % MEDIUM 5DO-1500 VPD & 3 X an LOW LESS THAM 500 VPD S 8 % 8 % V NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT CLASS A3 ►, . �, -1j APPLICABLE TO STREET CONWECTXM i CON(2RETE SECTION C-C SPECIFICATION METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VRORNMI DEPARTMENT OF TRANSPORTATION PM-3 TURN LANE ARROWS Turn orrows required in accordance with the following, unless otherwise directed by the Engineer. TURN LANE LENGTH SC( 1 Arrow located of beginning of full width turn lane. 301' or longer: 3 arrows C 1 Arrow located of midpoint of full width turn tone. I Arrow located 50'back from stopbor or end of lone line. 1 Arrow located at beginning of fullwidth turn lane. 300'orless: 2 arrows 1Arrow located 50'bock from slopbor or end of lone line. Slop solid yellow line of the beginning 10'White Skip tin \ of the radius. --.� 30' Spacing \ Bottom of arrow at beginning of fullwidth turn lone. DETAIL FOR LOCATION OF EDGE LINES ON CURB SECTIONS OF ROADWAY (NO GUTTER) i ♦' y rr ` t/ 4" Marking 4 Y � No edge line required where curb and gutters present unless indicated by the Engineer. 8 4„ SKIPS Thru lanes: use 10'skips / 30' spacing. Transitions more than 100': use mini skips (2' skips / 4' spacing). Transitions 100' or less: do not use skips. 2' White skip line 4' Spacing � Solid whi to line �to end of transition - unTess�wrse regmreregmre - - - - - - - by the Engineer. No edge line required where curb and gutters present unless indicated by the Engineer. Notes: Stop bars, if required by the Engineer, shall be a minimum of 4' in advance of the crosswalk. In the absence of a marked crosswalk, the stop bar shollbe a minimum of 4'and o moximum of 30' in advance of the nearest edge of the intersecting roodwoy. Stopbors shollbe 2' in width. Arrows shollbe in accordance with the Federal MUTCO. Spacing between double solid yellow lines shollbe 4". TYPICAL PAVEMENT MARKING FOR UNSIGNALIZED INTERSECTIONS 1301.88 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-11 203.04 C/U E-+ 5 W O U O0 z z � V) w A E O 0 <4 v� H O 0 E-4 PO J Co w 0 O U 0 z Z U 0 v) �' W o o a o co O 0 0 VH Irr v TUNG NM ADHIKUSUMA� Lie. o. 2 715 N`SIGNAL DATE: 1/24/07 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2160E SHEET 9 OF 10 07-09 DI-3A,3B.3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS APPROACH EXPANSION JOINT T-10" FRAME & COVER BACK OF SIDEWALK Y JOINT f GUTTER SEE STANDARD IC-2. %- <4 BAR WARPEp BARS 4„ .. 2" wo cur TER BARS C 6"6"6" o_ 8AR27 I _ SUBBASE EARS B i - ---_---- HARDWARE - ARS F I I I) a o N -`-'"- CLOTH z z + BARS F I WEEP HOLE. in o FO N O SEE NOTE 8 i� In B..R n w .... co STEPS, SE BAR F BAR A NOTE 5 o ��CRCK 8"2•_ " . FACE OF CURB Itt"(CONTROL JOINT CUTTER CRACK CONTROL JOINT 4'- 0" 6MIN. PLAN 'MIN SECTION A -A ' MAX. f A 10' MAX. /- KEYED COAST. JOINT ^--� L-VARIABLE - MAX. 20' 2'-10" WARPED 18' N 2'-6" B 8.13'-0" 2"GUTTER BARS A z APPROACH I GUTTER TABLE OF QUANTITIES DI-3A,3B,31C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS f BARS C WEIGHT Ft. S . Ft. Co. Yds, No,I Lin. Fl. 4E No. I Lin. Ft. 4F No. I Lin, FL No. Lin. Ft No. Lin, Ft.* No. Lin. FL* No. Lin, Ft.* Lbs. DI.3A 2'-6" 1.15 2.26 - 1 5'-7" 3 3'-2" - - - 6 1'-0" 22 4' 1.83 2,59 5 1-6" 2 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 1'-6" 3 1'-6" 4 11-0" 64 6' 2.75 1 3.02 5 3'-6" 6 6'-7" to W-10" 3 5'-T' 3 3'-2" 4 3'-6" 3 P-6" 4 P-0" 1.. 8' 3.67 3.46 5 5'-6" 10 6'-7" t '-1 " 3 5'-7" 3 3'-2" 4 5`15" 3 1'-6" 4 1'-0" 158 DI-3B 10, 4.58 3.90 5 T-6" 14 6'-7" to W-10" 3 5'-7" 3 3'-2" 4 7'-6" 3 1'-6" 4 1'-0" 204 12' 5.50 4.34 5 91•6" 18 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 9'-6" 3 1'-6" 1 4 P-0" I 251 14' 6.42 4.78 5 11'-6" 22 '-7" to 61-lQ" 3 5'-7" 3 3'-2" 4 11'-6" 3 V-6" 4 T-0" 298 16, 7.33 5.22 5 1 13'-6" 26 6'-T* to 6' 10" 3 5'-7" 3 3'-2" 4 13'-6" 3 1'-6" 4 1'-0" 345 18' 8.25 5.66 5 1 15'-6" 30 '•7" to 6'-10" 3 5'-7" 3 3'-2" 4 15'-6" 3 1'-6" 4 1'- 391 20' 9.17 6.09 5 17'-6" 34 6'-7" to 6'-l0" 3 5'-7" 3 3'-2" 4 1 17'-6" 3 V-6" 4 1'- 438 6' 2.75 3.01 10 1 1'-9" 4 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 V-9" 6 11•6" 2 T-0" ill 8' 3.67 3.45 10 2'-9" 8 6'-7" to 6'-10" 5 5'-7" 3 31-2" 8 2'-9" 6 1'-6" 2 11•0" 158 t0' 4.58 3.89 10 3'-9" 12 6'-7" to 6'•10" 5 5'-7" 3 3'-2" 8 3'-9" 6 1'-6" 2 1'-0" 205 12' 5.56 4.33 10 4'-9" 16 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 4'-9" 6 V-6" 2 1'-0" 252 DI-3C 14' 6.42 4.77 10 5'-9" 20 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 5'-9" I, 1'-6" 2 1'-0" 98 16, 7.33 5.21 10 6'-9" 24 6'-7" to 6'•10" 5 5'-7' 3 3'-2" 8 6--9" 6 1'-6" 2 1'- , 345 is, 8.25 5.65 10 7'-9" 28 6'-7" to 6' 10" 5 5'-7" 3 3'-2" B 7'-9" 6 V-6" 2 11-0" 392 20' 9,17 6.09 10 8'-9" 32 6'-7" to 6'-10" 1 5 1 5'-7" 1 3 3'-2" 8 8'-9" 6 1'-6" 2 1'-0" 439 t-- ----------------------------------------- NOTES BARS ' - --- '0. •• -4. # 8 15 1 H N P 4 SMOOTH W AT Y THIS AREA MAY B EARTHEN, IN WHICH CAS DEPTH OF INLET (H) 70 BE SHOWN 0 PLANS. 7. X SMO DOWELS APPROXIMATELY E E E E E BARS F BARS E Lp,_ B . • BxSRS E 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO Aka" DIAMETER 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. ' ! WEEP HOLE BARS 8 AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. FRONT ELEVATION BARS F 8 I-8 8 MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH I PIPE TO THE TOP OF THE STRUCTURE. 8, 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT (GUTTER REMOVED) I 3'-0" I/4" PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST DE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF 8 L>-A 8 SXI/d' BENTEPL*ATE SECTION B-B CONT)RACTOR FROMSIONS SHALL BE DETERMINED FIELLD CONDITIONS. THE OR DIAMETER O'03D",PNMBEREL I4EMESH HARDWARE CUBIC YARDS OF CONCRENT DEPTHS ADD TR SUBTRACT E FOR EACHFOOT �., 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 I AN A I F ft IN T H HA MI OF 2 IS TO BE +16" AT 4.10 S./FT . , " IS-1. THE COST OF FURNSHtNG D PL CING ALL 9. ALL REIN 0 C G S EEL 5 All VE A N. L LBTYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARD$. L21/z"X2/= X/� MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". '. GALVANIZED INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18, * DENOTES LENGTH OF ONE (I) BAR. TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B %='X 4" STUD SHEAR CONNECTOR WELDED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT TC-C. IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE#S. CONNECTORS AND IS TO BE ANCHORED WITH %2" X 4" STUD SHEAR NOSE DETAILS 4. PIPE IS HIGHER THAN THE BOTTOM OF THE WELDED TO SENT PLATE AT 2' C-C. CEMENT STRUCTURE, THE INVERT THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4 MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PTO. PRECAST CONCRETE IS TO BE INLET IS TO 8E SHAPED 7O CONFORM TO APPR. PAVEMENT PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. L WARPED PAVEMENT IN THE STRUCTURE. THE COST OF FURNISHING 01-3A �LOI-3B L DI-3C AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (U WILL. IN EVERY CASE, BE I THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. r 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 1 ' _ OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAJL). ---------- = I I = I I FLOW FLOW /�I/�'��J�� I -ELQ 1 �0 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH IJ tLJ DETAIL WHEN USED CONCRETE BLOCKS W ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET , OF 2 STANDARD CURB DROP INLET RE"�RENCE REFEREATro"SRECIFIC REFEREANCE'c REFESTANDARD CURB DROP INLET 12'' - 30'' PIPE: MAXIMUM DEPTH (H) = 8' 233 233 12" - 30'' PIPE: MAXIMUM DEPTH (H) = 8' ,04,09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION --- -------- ----- CG-12 GENERAL NOTES: - 1. THE DETECTABLE WARNING SHAD. BE PROVIDED BY TRUNCATED DOMES, 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE. (CLASS A-4 IF PRECAST) I WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE S RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED COMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RA'AP FLOOR IS PRECAST, HOLES `RUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,I g µIN 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED 1'CENTER TO CENTER ALONG 12BOTH wyr SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 12:1 MAX,CONCRETE COVER V/2". 6. CURB / CURB A1�D GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPSARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TPB 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE v t2:1 -" MAX HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL y :2:1MAXI ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN OF APPROACHED, ENTERED 5'Uy1N xx AND USED 13Y PEDESTRIANS. ! 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT _SIN 2' WN AT X , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS \ AT XX AS TOP OF CURB PERPENDICULAR TO THE CURB. ,SAVE 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAOIICANNOT TYPE C ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC)FOR CONCRETE DEPTH, 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4„ TRUNCATED DOME C-C 0 O 0 -- O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-1 O 1n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 'er N o 0 0 0 0 0 O 0 O O O O 0 O O 0 z 0'2 50% - 65% OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 --_.] 0.9" - 1.4" '-' 1 ' MINIMLE t 4' MINIMUM, BASE DIAMETER I PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE ATION SCf REFERENCE EEFFEREERENCCE R _ 105 GENERAL NOTES . 05 �IEO�V�-mll VIRGINIA DEPARTMENT Of TRANSPORTATION P8-1 _ GENERAL 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF .PIPE CULVERTS WITHIN THE - APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FIN15HED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS 1 BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - ,2" WHERE d IS LESS THAN 36". X • 18" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. S. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. Si OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 - INSIDE SPAN DIMENSION OF PIPE. - 3. R OUTSIDE RISE DIMENSION OF PIPE. 4, X WIDTH OF CLASS (BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.- X - 12" WHERE S2 IS LESS THAN 36". X • 18" WHERE 52 IS 35" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE 52 IS 38" OR LESS AND HEIGHT OF COVER 15'OR LESS. PIPE ARCH 1. S SPAN DIMENSION OF PIPE. 2. R RISE DIMENSION OF PIPE. 3. 8 SEE PC -I TABLE FOR APPLICABLE PIPE MATERIAL 4. x WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. _ x 12 WHERE S2 IS LESS THAN 36". x IS WHERE S2 S I 36" AND GREATER 5' WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE 52 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6- REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS L 4 GENERAL NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION DETAIL 1 Jcc I IVN A -A SECTION B-B DETAIL 2 TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS Al CLASS Al DRY RIPRAP 8 fps 18 CLASS I CLASS I DRY RIPRAP 14 fps 24- CLASS 11 CLASS II DRY RIPRAP 19 fps 36 Sheet 2 of 2 SPECIFICATION REFERENCE 245 104AO 414 CC- 12 - ---` PERMISSIBLE - do CONSTRUCTION 1 It DOWELS, B" LONG JOINT 4, 0, 0 12" C-C MIN. I 1 10:1 B MAXI-- MAX B L ~2 J -TRUNCATED DOMES •�J SEE SHEET IOF 4 FOR DETAILS A TYPICAL_ DESIGN 4'-0" BACK OF CURB 121 MAX. 48:1 MAX. 20:11 SECTION A 4' Q 2' MIN.-I t�\C� >'' tilTltl .y, Q7 PERMISSIBLE h c? J 'yam CONSTRUCTION JOINT .SECTION B-B . _5'N=N- 4 10: MAX) 10:1 MAX) NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET IOF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL Y I- J BE PROVIDED WITHIN THE MARKED =J _ - Q _ - 3-1 CROSSWALK AREA �r (n Y (n -1 N �(n O Of �a 0� CROSSWALK C� SSWA�K CROSSWALK TYPICAL PLACEMENT. TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 SE(CANON REFERENCE R CG-12 DETECTABLE TYPE A (PERPENDICULAR) WARNING SURFACE APPLICATION 7/05 Soy NEW VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A PS-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE H= GROUND LINE H GROUND LINE H IF I rir rir /j // /ii rr ROCK OR D•12" -II EARTH 13,I2" I UNYIELDING 0•72„ EARTH d d SOIL d D/2 4„ D/2 D/2 BEDDING D � I MATERIAL b MIN. 1/10 D MIN. 1/10 D BEDDING �D� BEDDING MIN. 1/10 D X �T 11 X X MATERIAL j OFPHR X MATERIAL X ii+4--0 X M.B". FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX, ROCK FOUNDATION I OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE E MIN. 1.5 x D 4.- MIN. 1.5 xD - I MIN. 1.5 x D _. I MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D� TOP OF r TOP OF FILL FILL TOP OF FILL H H H -_ r r r�r = rrirrrrrrrrr ,, rrrrrrriirirr - -' � � rrriri r//ii rrrr rrrrrr - /r rrrrr ��rrrrrr rriiiirrrri rrrrrir/r�i D•12" : GROUND LINE �rrrr r / rr rrrrr D•12" _ GROUND r/rrrr D•12" r/rrrr/ir/ ri'rrrr/rr r//r//rr /rrrrrrr/ ^ GROUND D/2r - d LINE r!r/r _ d •_ -LINE D/2 r D/2- ` '-EARTH �4BEDDING _ _ ROCK OR b MIN. 1/10 D,- X �D �'t X MIN. 1/10 D -, r UNYIELDING I MIN. UW D Ttl:BEDDING f X - D X tom' BEDDING MATERIAL EARTH MATERIAL NORMAL EARTH FOUNDATION 1� OF H MIN' 811• ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX, 24" OTHERWISE UNSUITABLE MATERIAL MATERIAL IN ACCORDANCE WITH NOTES: ®BEDDING SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. ®REGULAR WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN ® EMBANKMENT AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. SHEET 1OF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS RU ERI:ATIE11 RffFJEI✓CE CIRCULAR PIPE BEDDING AND BACKFILL - METHOD IIAIf 302 REV 8/07 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 1E, 35 ..�........ .. .. JCMv I IVIV A -A NOTES 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S 15 TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENOWALL OR ENDSECTION IS SPECIFIED ON TH 'I E E PLANS, CONSTRUCTION S RUCTION IS TO BE IN ACCORDANCE WITH DETAIL V DE L 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED USER CLASS At ,I, A+1D R MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. 2 USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE. BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. S OUTLET PROTECTION MINUMUM LENGTH (U TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H CULVERT OUTLET PROTECTION VIRGINIA DEPARTMENT OF TRANSPORTATION 05 DOWELS, 8" LONG PERMISSIBLE ' AT 12" C-C -loci CONSTRUCTION 5' MIN, JOINT 12:1 MAX _ I z ° r 12:1 MAX B �L 2' B RAMP I J (SEE TABLE) TRUNCATED DOMES A SEE SHEET IOF 4 FOR DETAILS S•0" MIN J SHAPE TO MATCH FACE 'I OF ROADWAY CURB BACK OF CURB 48 :1 20 !1 SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET ICE 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 74 15 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK REV 8/07 714.01 GG-,2 OG-12 END -SECTION 12" - 60" PIPE HUB END ON OUTLET END-SECTK)NS SPIGOT END ON INLET END -SECTION 1X _ i � � X ql F- - CONCRETE TO BE LLL IE J 4000 P51 MINIMUM PLAN ` D PAY LINE --- SF(:TION X-X DIAMETER OF PIPE \ l - E - FND VIFW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2,_0„ 2,_0„ 4,_0" 2'-0" 15" 6„ 2,_3„ 11_9., 4'-0" 2'-6" 18„ 91, 2,_3„ 1'-91. 4,_0„ 31_01. 21" 914" 2'-1f" 2'-1'• 5'-0" 3'-6" 24" 9 /" 3'-7" 2 '-6" 6'-1" 4'- , ' 0 27" ION.,4'-0" 2'-l" 61-1" 4'•6" 30" 1'-0" W-6" 1'-7 6'-1 5'-0" 33" V-1' " 4'-101 " 2,-31 " 7'-1 1.5'-6" 36" 1'-3" 5'-3" 2'-10 8'-1 6'-0" 42" 1'-9" 51-3" 2'-11" 8'-2" 6'-6" 48" 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" 54" 2'-3" 5'-5" 2'-91 INSERTABLE SHEET A142 ALTERNATE END -SECTION 12" - 60" PIPE ES-1 4�R016�`ENV EN OUI",.E7 END -SECTIONS ON INLET END -SECTION X X CONCRETE TO BE E_ PLAN P+-- C e DIAMETER 4 �SROF PIPE Op� STEEL FABRIC REINFORCEMENT-1-.L + A / D E �I PAY LINE END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C I D E 12" 4„ 2,_0„ 4,_t„ 6-1.. 2,_0" 15" 61, 2'-3" 3'-10" 18" 91, 2'•3" 3'-101, 21" 9" 2'-11" 3,_2„ 6'-1" 3'-6" 2 4" 10" 3'-7" 2 '-8" - 6' 3" - a' 0" 27" lOY2., 4'-0" 2'-p/„ 6.-1' 4'-6" 30" 1'-0„ 4,_6„ 1,_7 4„ 6,_1 „ 5-011 33" 1'-1%" 4'-10' " 3'-31/4" 8'-1 4" 5'-6" 36" V-3" 5'-3" 2'-10 4" 8'-1 6'-0" 42" 1'-9" 5'-3" 2'-11" 8'-2" 6'•6" 48" 2'-0" 6'•0" 2,_2" 8'•2" T-O„ 54" 2'-3" 5' S' 2'-11" 8'-4" 7'-6" 60" 2`15" 5' 0" PIPE _ PAY LINE c B NOTES) PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT, IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY RT - THE DIFFERENCE IN DIMENSION "0". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-60'I CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/01 _ 102.01 A -1<7 1 -- PERMdSSIBLE CONST. -�i 5' VIN.� JOINT A -..C-1 TRUNCATED DOMES SEE SHEET tOF 4 FOR DETALS TANGENT PLAN STD. CO-2 2'-0" 5'-0" BACK OF CUR 12 : 1 20 :t 48:1MAX • 2' MIN.-►{ SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET IOF 4. � u 3 o CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE 01MINSIONS AND SLOPES ARE AS NOTED, _ " :::::312:t µAX. 5'µMN £ A W SQUARE LANDING AREA x OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR CROSSWALK PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. ' r ,.E2'M A'A ' `yy"1N x _'MI N 2' MIN AT )K 2" HIGHER THAN ' EDGE OF PAVEMENT AT X X , SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP, LANDING 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. TYPE C PARALLEL & PERPENDICULAR APPLICATION, ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURD 0 2 a 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 I4 7 13 15 8 15 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 SPECIFICATION REFERENCE CC-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION REV.7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 7.03.08 PB l I NO PROJECTION OF PIPE ABOVE GROUND LINE R•12" TOP OF FILL R-12' -TOP OP FILL H _ GROUND�I _ R'12" TOP OF FILL _ H SriROUND LINE A�ee. QUAD LIN r R EARTH R +E- Srr R 52- EARTH R/2 4' R/2 ROCK OR -• UNYIELDING R/2 BEDDING ' SOIL p -- 1 MATERIAL MIN. 1/10 R -Sl BEDDING MATERIAL �S21- MIN. 1/10 R MATTERAL '� I+F--S7-3�I XF+F- X'' MIN. 1/10 R X X 4rE- %iPER 1' °F " FOUNDATION SOFT, YIELDING, OR NORMAL. EARTH FOUNDATION MIN ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE N15x 15x�5� ' �MIN---' MIN. . '�. >� 15x 15 MINI5x�S 1.5 � R-12" TOP OF FILL R-12" *r- TOP OF FILL FILL R-12 TOP OF FILL �H - H rrrr��r r�/r/rr it / r- _H felr rrrrr = r /fir ,+rrr � l OUND GR LRIOLIN LINE R f 52 r�rl/r / r///rr/ GROUND R -= % r .E-S2 -LINE EARTH �4 r ROCK OR b MIN. 1/10 R BEDDING TERIAL MIN, 1/10 RaUNYIELDING SOIL MIN. 1/1D R� X �57--3•i X I/z" PER X `�1 •}" X BEDDING BEDDING EARTH MATERIAL 1, OF " MATERIAL MIN. 8", NORMAL EARTH FOUNDATION MAX. 24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL. MATERIAL IN ACCORDANCE W17H NOTES, ®BEDDING SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERA_ NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS CLASS I BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 3D2 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSTED CLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN ®REGULAR BACKFILL MATERIAL IN ACCORDANCE AGGREGATE SIZE 25 AND 26 MAY BE USED IN 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 "k 107,02 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. CG-12 DETECTABLE WARNING SURFACE SREREFERENEREN10N CE REV.7/05 TYPE .0 (PARALLEL & PERPENDICULAR) APPLICATION fps 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION _ 502 ------------- SHAPE TO ELEVATION OF MIDPOINT OF LARGEST PIPE. I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE ECTION A -A )F TREATMENT IN DROP INLETS WHENDIFFERENTSIZES OF PIPES" r ARE ENCOUNTERED. \ SLOPE TO ORAN �\ \ TO INVERT OF NOTES: \ \ OUTLET PIPE SHAR ING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \ \ THS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ \ ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. / n MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. 4• THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR (/ CLASS C1EXCEPT THAT 25Z OF COARSE AGGREGATE MAY BE f UP TO 4': IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE a SHALL BE LEFT SMOOTH Y MEAN S E S OF HM10 TROWELLING. NONE 11 F THE AR AGGREGATE O E COARSE GG EGATE SHALLREMAIN E MAN EXPOSED. OSEO. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE n n PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED --- INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION t06.08 a z r Lu Lu z W O U) CD C\2 d- � 1Iti 01DOo CD C\2 OA Rom `cr I ✓Y Lu>-. Q) W b Tn U C) My 0 d i� Ai0 on , L LO :r i i N N 0 Q± V d r4 C!I Fi E- Z 29. z O w � o ' m C^ z F i O E--I z � O o w g . U z o firn 0 a � W h p nt r` O r- r- O © C)O 1 Q Q i .�I-1 .il ' I•I TH v TUTNG NM Sm Lie. o.2615 ZONAL DATE: 1/24/07 SCALE: AS NOTED DESIGNED BY- WRS FILE NO. 2160E SHEET 9A OF 10 07-09 May 2005 Page 6H-12 May 2005 Page 61-1-13 Typical Traffic Control Stationary Operation on Shoulder (Figure TTC 4.0) END 'J6 I 46 G20 - 20 Rb(DWORK 1i �OAp. wbRK; 48"x24„ 500 - I Guidance: III y 1, A ROAD WORK AHEAD sign or SHOULDER WORK AHEAD sign should be placed on the left side of the roadway for a divided or one-way street only if the left shoulder is affected. 2. Sign spacing should be 1300'-1500' for limited access highways, and on all other roadways 500'-800' where the posted speed limit is greater than 45 mph, and 350-500' where the posted speed limit is 45 mph or greater. 1� $ Standard: 3. Channelizing device spacing shall beat the following: Posted Speed (mph) - ILLUMINATED FLASHING cation 0-35 36+ "ER cCAUT!ON MODE) Transition Spacing 20' 40' TYPE a OR c Travelway Spacing 40' 80' o Z 4. The buffer space length shall be as shown in Table 6H4 for the posted speed limit. O 5. Cone Taper Length (L): N O Speed Taper Length -- CONES- SEE NOTE 3 Limit Lane Width in Feet MPH 10 11 12 N O 25 105 115 125 30 150 165 180 �1 35 205 225 245 W 40 270 295 320 45 450 495 640 (Shoulder Taper =113L Minimum) i 50 Soo 550 600 55 550 605 660 0 60 600 660 770 o 65 650 715 780 N 6. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - Intensity amber rotating, oscillating, or strobe light shall be parked 50'-100' In advance of the first work crew. Option: �; 7. For short -duration operations of 60 minutes or less signs all si s and channelizing devices may be eliminated if n'H RJGHr I � 0. 0 a vehicle with activated high -intensity amber rotating, oscillating, or strobe lights is used, �t VW 7.8 8. Vehicle hazard warning signals may be used to supplement highlintensity rotating flashing oscillating,or - I``t' 48" x 48" strobe lights. SEE NOTE t w w Standard: N z additional traffic 9. When a side road intersects the highway within the temporary traffic controlzone, g Y P i'Y �b oA 5:`R I control devices shall be placed as needed. WbRK ' Qlz P121 4 I 18 ' x 48" iit0�i I Stationary Operation air Shoulder (Figure T'TC4..0) May 2005 Page 61-1-76 May 2005 Page 6H-77 TYPICAL TRAFFIC CONTROL Signing For Project Limits (Figure TTC-36.0) END ti -, G20-2 NHS NalOnN:15Np�. COfySTRUCJiDo 60 x 24 Support: a3arn"(Noa, L This layout depicts signing requirements for designating the beginning and ending termini of construction projects. The purpose of the signs is to inform motorists when they are entering and exiting a potential o construction area. This layout also applies to multi -lane highways including limited access highways. o Standard: 0 0 2. The "ROAD UNDER CONSTRUCTION" sign shall be placed 2000' ± from the project limit, or 500' ± prior to any other construction warning sign. x ti n• 3. On proiects where there is ague. time setup of construction signs and the length of the actual work zone is unchanged during the Rroiect, the "ROAD UNDER CONSTRUCTION" sign may be eliminated as directed by the District Traffic Engineer. Standard: 4. On roadways having a median wider than 81, left and right sign assemblies shall be required. Guidance: t00 5. All connections within the project limits should be identified with project termini signs. Option; m 6. The signing shown (60".x 24") is for Primary and Limited Access hiehwav systems For Secondary road A O rn systems 48" x 24" may be used. (( o a r r U m 100 y. A ' g;Z G O. P W ° N x p O N N Ni�tpnalsrioa � i o aROAD UER: 60 z 24 CONSTRUCTION- SPECIAL SCE NOTE 6 Signing Foy Project Linuts (Figure TTC-36.0) INSEHiABLE TPT-1 TRANSVERSE PAVEMENT TIE-IN TRANS1T1011 LENGTH ,y=.. ,J,N NOTES i. TRA145VERSE PAVEMENT TIE-IN SHALL BE USED TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW PAVEMENT / EXISTING PAVEMENT AND EITHER EXISTING PAVEMENT OR An EXISTING BRIDGE DECK AS SHOWN ON THE PLANS AND DIRECTED BY PLANED SURFACE J OR BRIDGE DECK THE E 2. THE EXISTING PAVEMENT SHALL BE PL94ED A MINIMUM DEPTH OF iV ' THE FULL DEPTH OF PLANING SHALL EQUAL THE DEPTH OF THE ASPHALT OVERLAY. PLANING TRANSITION PAVEMENT DETAIL 3. TRANSVERSE PAVEMENT TIE-INS SHALL BE CONSTRUCTED A MINIMUM OF W FEET IN LENGTH FOR EVERY INCH OF DEPTH OF PAVEMENT PLANING PERFORMED. 4. TRA14SVERSE 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 N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. THE VARIATION TRANSITION LENGTH FROM THE TESTING EDGE OF THE STRAIGHT EDGE IV," MIN BETWEEN ANY TWO CONTACT POINTS WITH THE PAVEMENT SURFACE SHALL NOT EXCEED 1/,". ASPHALT OVERLAY \\\ EXISTING PAVEMENT OR BRIDGE DECK OVERLAYING TRANSITION PAVEMENT DETAIL TEMPORARY PAVEMENT WEDGE SURFACE -PLANED A-� 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 SPECFICAIAN RErE� r TRANSVERSE PAVEMENT TIE-IN VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 9/06 210 315 515 305.0 i 11 HANDRAIL (DESIGN PY OTHERS) RETAINING WALL (DESIGN BY OTHERS) -� 100 YR. FLOOD _V ELEV, VARIES/ RENO MATTRESS 1' THICK (M EX. GRADE--- 3'X3'X6' GABION (TIE) STRUCTURE May 2005 Page 61-1-40 TYPICAL TRAFFIC CONTROL Flagging Operation On Two -Lane Road (Figure TTC-18.0) Guidance: 1. Sign spacing distance should be 500'-800' where the posted speed limit is greater than 45 mph, and 350 = 500' where (he posted speed limit is 45 mph or less. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or eater than the values inAppendix endix A Page A-8. greater PP 8 ti n- 3. Where Right -of -Way or geometric conditions prevent the use of 48" x 48" signs, X' x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work zone to permit approaching traffic to reduce speed and/or stop before passing the work zone and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H4.0 on page 61](4). 5. Ail flaggers shall be state certified and have their certification card in, their possession when i performing flagging duties. (See Section 6E.01, Qualifications for Flaggers) 6. Cone spacing shall be at the following: Location Speed (mph) 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' 7. A shadow vehicle with at least one high Intensity rotating, oscillating, or amber strobe light shall be parked 50'-100' in advance of the first work crew. Option:S. A supplemental flagger may be reuuired in this area to give advance warning of the operation ahead by slowing approaching traffic grior to reaching the flagger station or queued traffic. Guidance: 9. !f the queue of traffic reaches the "BE PREPARED TO STOP" sign, then the signs should be readjusted at greater distances. 10, "en a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (See figure 7TC-39.0 for additional information on highway -rail crossings). Standard: 11. At night, fla er stations hall be Illuminated except I emergencies. s n em r ncies. g t, gg r P g Option; 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or o 13. For low -volume situations with short work zones on straight roadways where the flagper is visible to road users approaching from both directions, a single flagger, positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E), 5°ro SLOPE 10'MIN. LINING WITH RENO MATTRESS SCALE 1:200 LINING WITH RENO MATTRESSES OF A DOUBLE TRAPEZOIDAL SECTION NOT TO SCALE Ma=t'crri Gabiona Inc. l03e3 [,tavcrtq; Lane Blvd, a� F R I!iFCRA'JAiiCN ONLY Wi)li_pory MD. 21795 USA RW.I Isvm ReNsbn - Rmke on CAD Data Ph: (301) 223-691e Fay: (301) 223-, EX. BLDG. FF 1= VARIES SECTION A -A (RETAINING WALL (NTS) May 2005 6 31DN 33S L >%.5 Z DZ ,a0k3tik i<c}Ntl014t �. -'t9Oti01f •pV�kV`, o �Qp9tN`i� . g r�hC�t��Y zo 4'h N JJ in o �- U J N E 000 1.6 MAX , 1 Flagging i Page 6H-41 T� ND'sf A G20-2o 48"x24" 0 T ° SEE NOTE 1 o 0 ao. Ww W20-7o o I 48" X 48" SEE NOTE 9 �OW-27 48" x 48" < YY L• 'A z I A' W20-4 a48" x 48" � z W21-4 1 ! I t � $ 48" x 48" Operation On Two -Lane Road Figure TIC-18..0) _ LINING WITH RENO MATTRESS ` MAX WATER LEVEL 31,144OVEN GEOTEXTILE ` o ORMAL WATER LEVEL 1.6 MAX DZ DIAGRAM OF A LINING OF VARIABLE THICKNESS L SCALP 12W MAX EXPECTED EROSION L >,f.5 2 DZ BERM LINING WITH RENO MATTRESS �• / / J / MAX WATER LEVEL GABION & RENO MAi T RESS LININGS CARRIED OUT IN THE DRY & REVETIAENT PROTFCTiON I UNDER WATER (SHT 1 OF 2) TECHNICAL DATA SHEET Pew 01, Issue Date 06.01,2006 RENO MATTRESS GALVANIZED & PVC COATED 60x6x9 Product Description Lu The Reno mattress is a structure made of 6x8 hexagonal double Z twisted woven steel wire mesh type as per ASTM A975-97 (Fig. U 1 and 2). Reno mattresses are filled with stones at the project site to form flexible and permeable, monolithic structures such \� as river bank protection and channel linings for erosion control. Diaphragm The steel wire used in the manufacture of the mattress is heavily zinc -coated soft temper steel. A PVC coating is then applied to / provide additional protection for use in aggressive CQ environments, where soil or water are acidic, in salt or fresh O water, or wherever the risk of corrosion is present. The PVC (O CO coating has a nominal thickness of 0.02 in (0.50 mm). The H standard specification of mesh and wire are shown in Table 2. T- To reinforce the structure, all mesh panel edges are selvedged L I 0 with a wire having a greater diameter (Table 3). W 1'4 Reno mattresses are divided into cells by internal diaphragms. Dimensions and sizes of Reno mattresses in Table 1. �r a TO CO ri0 T toll are shown 0 Wire I All tests on wire must be performed prior to manufacturing the 'rr LO C mesh. All wire should comply with ASTM A975-97, style 3 t I d -1 PVC t d I' W' ci f W Ci � coa Ing, ga van ze a coa a stee were. Ire use or the manufacture of Reno mattresses and the lacing wire, shall have a maximum tensile strength of 75,000 psi (515 MPa) as per ASTM A641-03 soft temper steel. Woven Wire Mesh Type 6x8 The mesh and wire characteristics shall be in accordance with ASTM A975.97 Table 1, Mesh type 6x8 and PVC coated. The nominal mesh opening, D = 2.5 in (64 mm) as per Fig. 2. The minimum mesh properties for strength and flexibility should be in accordance with the following: • Mesh Tensile Strength shall be a minimum of 2300 Wit (33.6 kN/m) when tested in accordance with ASTM A975-97 section 13.1.1. • Punch Test resistance shall be a minimum of 4000 lb (17.8 kN) when tested in compliance with ASTM A975-97 section 13.1.4. � W � • Lacing, Assembly and Installation Connection to Selvedges shall be 700 Ib/ft (10.2 kN/m) when ra tested in accordance with ASTM A975-97. Reno mattresses are assembled and connected using lacing P.V.C. {Polyvinyl Chloride) Coating wire specified in Table 3 and described in Fig, 3. Stainless steel ring fasteners can be used instead of, or to complement, lacing The technical characteristics and the resistance of the PVC to wire StainlFig. 4), less steel rings for PVC coated Reno mattresses shall be aging should meet the relevant standards. The main values for U] in accordance with ASTM A975-97 section 6.3. the PVC material are as follows: Z Spacing of the rings shall be in accordance with TM 7 - • The initial property of the PVC coating shall be in compliance 7abie 2, Panel to Panel connection, Pull -Apart Resistce.9n Ems, W with ASTM A975-97 section 8.2. any case, ring fasteners spacing shall not exceed 6 in (150 mm) W • Prior to UV and abrasion degradation, the PVC polymer (Fig.3).-,r coating shall have a projected minimum durability of 60 With stainless steel fasteners, the ring can be placed using �y�" O , ',Z,+ O years when tested in accordance with UL 7468 Polymeric pneumatic or manual tools (Fig. 5). For full details please see O V W4 Material --Long Term Property Evaluation for heat aging test. the Reno Mattress Product Installation Guide. F--I ::El O Vr/2 O O U in Q-i w U O N"_, Z E- w a Maccaferri reserves the right to amend product specifications without notice and specifiers are a lu ♦ i requested to check as to the validity of the specifications they are using. W ,4+ U � loll h0 to � E rx, � � H a >41 III 1. Table of sizes for Reno mattresses 2. Standard MeshAFIllre . : .., i„_ ,�.,:; .:.-.... ..-��.u%!L` Y... , 5.` i. E. ., �.. ,, 1":..lNI�MKf `. .«,. Rf. •.- IS 60(i8.3) 6 (1.8) 9 (230) 20 '• r r, a Q O O CO O O All sizes and dimensions are nominal. Tolerances of : 5 % of the 6x8/ 2.5 (64) x10i. 0.087 (2.20) 0.127 (3.20j ZN+PVC E-t I 1 (O I I O I I width, length, and 10% of the height of the Reno mattres J Qt CV C\1 O CO shall be permitted. ^I I I �-1 Quantity Request When requesting a quotation, please specify: • number of units, • size of units (length x width x height, see Fig. 1), • type of mesh, • type of coating. EXAMPLE: No, 100 Reno mattresses 6Ox6x9 - Mesh type 6x8 - Wire diem. 0.087 In (2.2 mm), Galvanized+ PVC coated c E E 1.75 in (44 mm) Nominal overlap of 1 in (25 mm) after closure 2. Standard vilre diameters PVC Mesh Diameter o In (mm) .087/0.127 (2.2/3.2) 0.087�0.127 0.106tO.146 (2.2/3.2) (2.70/3.70) WIN`Toiarance t a In mm 0.004 0.10 0.004 0.004 0,10 0.10 fAnlmum Quantity/Zinc OZM2 (g/ml 0.70 (214) 0.70 0.80 (214) (244) Wire + PVC Diameter in. (mm) 0.127 (3.20) 0.127 0.146 (3.20) (3.70) ALid closer r r '{ Pneumatic Spenax tool Manual tool Headquarters: MACCAFERRI INC. Area Offices: 10303 Governor Lane Boulevard Williamsport, MD 21795.3116 AZ, Phoenix KY. Lexington NM, Albuquerque Tel: 301.223-6910 CA, Sacramento MD, Williamsport PR, Caguas Fax: 301-223-6134 FL, Coral Gables NJ, Ramsey TX, Lewisville websue: www.maccaferrl-usa.com email: h rs0)maccalerd-usa.com (02006 Maccaferd, Inc. Printed in USA L . �11,1 11) 11 11 1XINROV Lic. No. 26715 �)9: SlOhrA'f I 'wAa - • I rX Y -AM" 9 V L Z H Lu H Q DATE: 1/24/07 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2160E SHEET 9B OF 10 07-09 W EASTERN FREDERICK DEV. CO. T.M. 55144(2))-1-21A ZONE: RP USE- VACANT D.13. a24 PG. 123E, !UELLER, PAN �E: RP U E: -R=6\ MI. TO GREENWOOD ROAD IN_ T R o: 4a5 Z T F, YR: 2 0& RTE. 656 EX C V'S X. 10' Lull' W �- \ 7 i s r 1 SAVILLE, WILLIAM L 4 GEORGIANNA L T.M. 55H-t12 ))®1- ZONE% RP INSTR 0.2 y> E INSTR YR.- 2002 a z cc WELLS FARGO BANK NA WATSON, JIMI T ALVARADO, JOSE k` U I`•l�°RREZ, ALFREDO 4 � MOS, 5ENJAMIN SCHULLER, WILLIAM 4 GENEVIEVE ' � T�°i.55-A-1�1A W W T.M.55H-((2))i31-El? T.M.55H-((2))-1-4 , TN.55144(2))-1-3 ' LOIS T11.55H-((2))-1-1 ZO�:RP RES ZONE- USE: RES z ZONE: RP E1 I. ZONE: RP USE: RE5 ' ZONE% RP USE: INSTR 0'% 6619 I i,5H-ll2))-1-2 ZONE: RP USE: RP-6 % INSTR �% 22565 D. . (Oil l ' . i6CJ INSTTR % 10 �3 INSTR YR: 2001 INSTR �% 2231 INSTR YR: 2006 INSTR YR,:- 2004 OB. 942 PG. 1061 INSTR YR: 2004 a LO 1 _ _ F .. •,e I V �-_.--,_..,;�;� r\��` •��.� _..„,G: ._. •-, y1 1�...�" i. ^ �3t � 1 '' �ii ;fe ti 12 a• y, F . 1 € i ` AR/� . , I . � s'�k .. � rx,:i•: F s g ' 1 ��, �r t.t - �G ? 12 Fid ✓' dq, S% t �'7 J f i 5 i �eL00 TO f 12 12 120 { i r ; ; jaec.s.. ,v sew,cac�.::: -.:n -,,,.. •..... ;.>.�r rrro-.rr:�:o,. �> r .:.. mar ..Ly�aa�.� - .,._cam ,wass•sam.':,s,:r:,sse.� raca•..��,�.s�re9�pn 7 «. : SAW �� VP,4aUE 14 'PENCE {. s 9 s e w•'+ 1 f.+t.✓-azc"UnaY� "'t b i i�k«'�' i.': t Yam:['«, 1 I , b M"�� Ei,.e' •a , VA� ! f✓ NMI,.5,.. i 4.0 ' " 9 wi ; , i 4 t 3 .� ,... r.-w'w�.,»_.,«�� f � —sc>' ' .,......,w- ,. 1/ 4- i11 •y ._._.--.J ,7 -i i ..•� t Ib� t' }'' s^"�� o ,_Xd1JM X P O M — �---ti �— � C\2 co o --- --- _ — �� — — - -- W— — — — / -- — -- — ,� / — -- — W — - t7 EX G V f ---- �`' ti\ ' .LLI � � Lo EF OAC ITS OF PAVEMENT OVERLAP _— � r --- — TO !tc r_. p� p _ y Ems•---^-- _—� .m-..rre.._n• _ , 30 n: O _. CxRAVEL ._ _ - AeeE�s v •' - 11 s , W DETAILe F M , U TO T� O O O V) __- U V 3 / � w r� z w 3 _ / 1- S o a Q mac,, ` ... ,t ./ , ' - 22 l.i A.�7CJ Al U.1E I LAN[ -DJ AID r �i/ .. �„ `m - is 0 0 M O Ci , W o --� Rip -RAP• t 1 I 0� ACRES IT OP F 'U,yHH�YMN �_'t�- 11 € g�, f —1:�d 1 `�:� ' r'•.1—,- W i"'1r`•�'tii''sL✓'f" 4�7v., ,�,• r rg 1 _ 3 - TUNG NIfG�HIKUSUMA� /�. //' •r A / �'�-';//,,..•�-` w� _ _ p r'.'•�-• � ` � 1��r„ � �'"\,h.. •t`'�w. ., ,. \.� .,._-.._ _.�'- _ _ r„-a... -,..�_ —'-" _'---_- _..� �I �,�i � �� I l � �'� all" 1,4 f,I 1 re� _. w h rr - „-•'„� 7"�ha dJk-,i s..o-'N-J I- �i'I'i •"''`� �-'"4, Y - _ - ik.+"'l," ' &. YR - „1'., �.' 7 .q--�,,: 4 .r""ak ice' / ^` .•;�'%'�"is�..''i ��'' \•• "_ ,<d.ad' _.. ___. _. _..._ .�_._.- 1 y��. �rL_..•iw?'3•.,-, ... :..: ..: .. _ _ � �.,,,� �z-�>,,x':�-:;1y -\'Ysd i el lw ;i"_.. -_• _ .r - I,i v � r _v � M o_ •,i`f r. L .�'r 'i - ., - r r - . _ ra�.� '.�a�.. ��w c � !�.� , CARLI LE HEIGHTS HOMEOWNERS ASSOCIATION �5' COMMON AREA � -__ -S- _ " - D. 16/i90 -545 `t ----- �s \Z USE: OPEN LU fn 10 doe ow / �, � ;. % � � s°d,,• ter,.•-" � L� _ , BOTANIC NAME COMMON NAME 011ANT I T"'r 15I ZE CF Cornus florida Flowering Dogwood 4 (ornamental tree) 211 cal E345 CK Cornus kousa Kousa Dogwood 4 (ornamental tree) 211 cal E34B CL Prunus serrulata 'Kwanzan" Kwanzan Flowering Cherry 6 (ornamental tree) 211 cal E345 FP Fraxinu5 penn5ylvania 'Marshalls 5eedle55' Marshall5 Seedless Green Ash it (perimeter parking) 2.511 cal 54E5 SAW Spirea bumalda 'Anthony Waterer' Anthony Waterer 5pirea 12 (ornamental shrubs) 3 gal. 5DR 5pirea bumalda 'Dart's Red' Dart's Red 5pirea 14 (ornamental shrubs) 3 gal. sc.:; 5pirea bumalda 'Gold Flame' Gold Flame 5pirea 24 (ornamenta I4 buffers) 3 gal. 18 in Ht PO Plantus occidenta l i6 Sycamore 6 ( interior parking) 211 cal E345 PS Cupressocyparis leylandii Leyland Cypress 3 (dumpster) 4' HT E345 TO Thuja occidentalis Eastern Arborvitae 129 (buffer4 screen) 4' HT E34E3 AR Acer Rubrum Red Maple 12 (.screen buffer) 211 cal 545 PERIMETER LANDSCAPING TOTAL IMPERVIOUS AREA i TREE PER 2000 SF (20,(391 / 2000 = 11 trees) INTERIOR LANDSCAPING N TREE PER 10 SPACES is 51 SPACES)= 6 TREES INTERIOR GREEN AREA REQUIRED (5%) INTERIOR GREEN AREA PROVIDED (6.85%) ROAD EFFICIENCY REDUCED BUFFER: 535' - 30' ENTRANCE ROAD= 5O5LF/1O= 51 EVERGREEN REQ. ROAD EFFICIENCY FULL BUFFER: 33OLF/10,2 = 66 EVERGREEN REQ. (EARTH BERM 6' IN HEIGHT SECTION 165-203-02 SINGLE ROW OF EVERGREENS MINIMUM 4' HEIGHT EVERY 10' LANDSCAPE REQUIREMENTS SECTION (165-2O3.01) GARDEN APARTMENTS (25 UNITS): ORNAMENTAL SHRUBS 3 PER 2 UNITS 3x(25/2)= ORNAMENTAL TREES 1 PER 2 UNITS lx(25/2)= DUMPSTER SCREENING 20,99-( 5F- 11 TREES 10,1301.5 5F. 6 TREES REQUIRED 6 TREES PROVIDED 545.1 S.F. i46.5 S.F. 51 REQUIRED 51 PROVIDED 66 REQUIRED 66 PROVIDED 38 REQUIRED 38 PROVIDED 13 REQUIRED 14 PROVIDED 3 EVERGREENS PROVIDED SEPARATION BUFFER 120 FEET LONG ABOVE THE FLOODPLAIN AREA 3 TREES PER ]OFT 120/10*3 = 3(o TREES (12 DECIDOUS, 12ORNAMENTAL5, 12 SHRUBS) a � z Ew-+ O U W H U z A€ W Z c Q NOTES: J W 1) ALL PLANTING SHALL CONFORM WITH 16 5-203 OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, u AND MAINTENANCE). 2) ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. 3) PROPOSED LANDSCAPING SHOWN TO MEET THE MINIMUM COUNTY DATE: 1/24/07 LANDSCAPE AND BUFFER SCREENING REQUIREMENTS. THE CONTRACTOR SHALL CONTACT THE COUNTY INSPECTOR PRIOR TO TIME OF PLANTING AND WALK THROUGH THE SITE ALONG THE UNDISTURBED PROPOSED SCALE: 1" = 30' LANDSCAPING AREA, IF THERE ARE SOME MATURE TREES THAT MAY BE QUALIFY OR MEET THE COUNTY REQUIREMENT FOR SIZE AND QUALITY, THE DESIGNED BY: TREE SAVE MAY BE COUNTED OR CREDITED TOWARD AND WILL REDUCE THE QUANTITY OF PROPOSED LANDSCAPING. FILE NO. 2160E SHEET 10 OF 10 0'7-09 DATE - Play marf Playgrounds pIaymart.com 800-43-PLAYS REV 1-21-09 PLAYSET SPECS Accommodates: 33-39 Safety Zone: 28' X 28' SURFACE MOUNT VVI METAL BRACKETS:[ SITE SPECS Surfacing: 625 SF Surfacing Type: Surfacing Depth: Borders: 94' Border Type: Plus PLAY 5Y5TEM5 RSP COLOR: COLOR SCHEME NAME: Age: 2-12 Railing Height: Elementary - 38" Scale: 3/8' =1' 93" MAUI CITY, STATE ZIP / CONTACT PERSON: /SALES REP: >o OFGRRubMn ADA n compoon � � tom dam OF ELlY. COWNE" COUPON" REGUM T FUMTPRDVM _ 7 7 NONE 8" TRIPLE ip155 STEPPER W/ CERTIFIED HANDLES & ADA Fi eM DRIVING PANEL ToM-rrpuckdce,It�m„S, 12� 3' DOUBLE SLIDE W/ 20 DOUBLE WIDE SAFETY ARCH & �o HANDLES INSET 5-PIPE �:�36 RAIL BUBBLE PANEL ISLANDER T PEEK -A BOO ROOF TUNNEL W/ SAFETY PANEL 4' TUNNEL SLIDE W/ SAFETY PANEL 4' PIPE STEP m LADDER W/ ASTM, CPSC A ADA Play Mart certifies that our equipment meets or exceeds the standards gNen In the current ASTM F 1407, Consumer Product Safety Commission { ub.#325) and the ADA Accessibll#y Guile. ADA Accessible Transfer Deck w/ Handles (11"-18" above resilient surface). .1. Racy 7 c 0 6 n O O71 n s�rlscld HANDLES & 44 Numbers on each deck SAFETY ARCH • represent the height o(the deck in inches from the KIDS BENCH ® finished surface chosen. VILLAGE OUTSET UNDER DECK ROOF 6-PIPE RAIL ©Play Mart,Inc.2009 Maintaining correctdepths All Rights Reserved o(surfacing according to ACPS[ Standards & PLAY SET STANDARD: MAUI - ADA rds&GGuidelines is 111111111111111111 the res 0 2 4 6 8 10 12 14 16 18 20 consumer. of the c ALL RIGHTS RESERVED. ANY DUPLICATION OR REPRODUCTION OF THIS PRINTED MATERIAL OR THE PRODUCTS MANUFACTURED AND DESIGNED BY PLAY MART, INC. IS STRICTLY PROHIBITED WITHOUT ADVANCED WRITTEN PERMISSION. 0 COPYRIGHT 2009 EXCEPTION: MAY BE USED FOR SALES AID FOR PLAY MART PRESENTATIONS, WHEN APPROVED BY PLAY MART AGENT. / 4DARD\MAUI\DRAWINGS\2D MAUI AA.dwg, 1R 1/2009 9:31:57 AM, Adobe PDF ENOY Mart" Playgrounds pIaymart.com 800-43-PLAYS J TOT LOT EQUIPMENTS TO BE PROVIDED 51MILAR OR APPROVED EQUAL SEE NOTE BELOW (NT5) MAUI 'lay Mart INC its Reserved NOTE: PLAYSET DESIGN & COLORS MAY DIFFER FROM ACTUAL FINAL LINE ITEM. o\,d Stru% r i o� !� e It v IPEMA a p MEMgi, FA H a Woo � PL4YSYSTEMSTti, ALRnHTSRESERVEO OCOPYRnHTZ]0] EXCEPT" MAY BE USCO FOR:ALE.AIO FOR P y MART PKSENTATICNS, YAIEN APPROVEO BY PIAY MART AGENT, NOTE: RECREATIONAL TO BE PROVIDED - TOT LOT EQUIPMENTS A5 5HOWN ON DETAILS, MAUI BY PLAYMART.COM 51MILAR OR APPROVED EQUAL - 25 FEET X 15 FEET PICNIC SMELTER WITH 2- 8' PICNIC TABLES COMINATION WITH 5ENCHE5 A5 5HOU1N ON THE PICTURE OR APPROVED EQUAL - THE OWNER OR CONTRACTOR MAY SELECT A 51MILAR PRODUCT, PROVIDED THAT TOTAL C05T FOR TOT LOT, PICNIC 5HELTER AND PICNIG TABLES SHALL NOT BE LE55 THAN $25,000.00 2- FT PICNIC TABLE WITH 5ENCHE5 SIMILAR OR APPROVED EQUAL (NT5) 535' FULL SCREEN WITH 6' BERM SINGLE ROW OF EVERGREEN TREES PLANTINGS 10 FEET APART 2 EVEWjREEN N 1 10' APART 10' ACTIVE BUFFER �E W HIGH BERM # 1 40' INACTIVE BUFFER mow. ROADWAY REDUCED ROAD EFFICIENCY BUFFER DETAIL 330' FULL —DISTANCE ROAD EFFICIENCY BUFFER DOUBLE ROW OF EVERGREEN TREES PLANTINGS 10 FEET APART DOUBLE ROW 10' EVEI�xREEN5 10' APART 40' ACTIVE BUFFER h-P 1-0 40' INACTIVE BUFFER RO.UI. ROADWAY FULL ROAD EFFICIENCY BUFFER DETAIL P2 215' FULL SCREEN WITH 3 TREES/ 10 LF-2/3 EVERGREEN &' HIGH OPAQUE ELEMENT HEDGE, FENCE, WALL, OR BERM 10' IV TYP. Z w 0 ty 2 EVERSREEN t ONE DECIDUOUS til PER ID' FULL SCREEN RESIDENTIAL BUFFER DETAIL TY='ICAL TRAM. SECTION NOT TO SCALE 13.0' 10.0' 15' 1.0' i3O.5'VRAIL PAVEMENT WIDTH LO 'l,_ 1.0' 12:1 MIN. 2:1 MAX, ADED TRAIL -DER BOTH SIDES BA ASPHALT v ra✓ww1 vTY . ,r--, . ,...r , .Av .. , .v, , , AT OPTIMUM MOISTURE CONTENT BY VDOT VTM-1 METHOD PRUNE DOMINANT LEADERS PRUNE RUBBING OR CROSSING BRANCHES DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY REMOVE TAGS AND LABELS CUT AWAY ALL BALLING ROPES TOP OF BALL IS TO BE 2" -,, EXISTING GRADE REMOVE TOP OF WIRE BASKET WIDEN AND SCORE HOLE WALLS REMOVE CONTAINER AND CUT CIRCLING ROOTS IF CONTAINER -GROWN OR AS MUCH BURLAP AS POSSIBLE GENERAL CONDITIONS The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, to be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state plant inspectors. C. Collected material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS: PRE -BID It is the landscape contractor's responsibility to make every reasonable effort to find the material speified by the architect. The landscape contractor may offer substitutions to the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest -prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions. SUBSTITUTIONS: POST -BID It is the intent to eliminate post -bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner's representative. UTILITIES AND UNDERGROUND FEATURES The landscape contractor shall notify utility companies and/or the general contractor in advance of construction to locate utilities A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting shall be borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall 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 selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. All plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Any material that is 25% dead or more shall be considered dead and must be replaced at no charge. A tree shall be considered dead when the main leader has died back, or 25% of the crown is dead. C. Replacements shall be made during the next planting period. D. Replacements shall be of the same type, size and quality as original species unless otherwise negotiated, LEAVE SOLID SOIL PEDESTAL - DO NOT DIG DEEPER THAN BALL DEPTH 2X-3X BALL DIA. TREE PLANTING DETAIL TREES <4' CAL DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS — PRUNE BROKEN BRANCHES — — PRUNE SUCKERS 2"-3" MULCH KEPT ------AWAY FROM TRUNK SOIL WELL TO CONTAIN WATER I� UNAMENDED BACKnLL SOIL WATER TO SETTLE SOIL AREA FOR WATER DRAINAGE STANDARDS 45 A. Plants will be in accordance with the current ANLA's Standards and conform in general to representative species. B. Balled and Burlapped (B&B) l .Balled and burlapped plants shall be dug with firm root balls free of iii noxious weeds. There should be no excess soil on top of the root ball or iii around the trunk. 2. Ball sizes shall be in accordance with h ANLA Standards. Z 3. Caliper and Height Measurement: In size grading B&B single -trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6" above the ground level (up to and including 4" caliper size) and 12" above the ground level for larger trees_ For multiple -trunk trees, height W measurement shall take precedence over caliper. 0 to C. Container -Grown Stock 00 � 1.The size of container -grown shrubs is measured by height and width of 1 0 plant. Container -grown trees are measured by the same standards listed in �i 00 0 B.3 above. The root system of container -grown plants shall be well- developed and well -distributed throughout the container. y 0 1 y, 2. All container -grown trees and shrubs that have circling and matted roots W 0CQ shall be treated in the following manner prior to planting: using a knife or iii 00 0 sharp blade, make 4-5 cuts, I" deep, the length of the root ball, to cut all 4,0 °A circling roots. See Planting Procedures For All Container -Grown Trees & �1 0 a; Shrubs in this section. W F; 1, 3. All container -grown plants should be grouped and watered daily until they ^ are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week. 0)0 A. Pruning shall be done before planting or during the planting operation. 0 Pruning Detail for Trees in this section. W B. All plant material in transit shall be covered to keep material from drying out. The covering shall comply with state and local laws pertaining to the `i� transport of materials C. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Trees and shrubs should not be left on site unplanted for more z F`" than 24-hours without adequate water to insure roots survial. E�', w Z z 0 w E' w W o INSPECTION 0 w 8 8 a. Plants may be subject to inspection and approval by the owner or owner's 5 0 O U � o � o U zl: co representative at the place of growthor holding yard for conformity to W d U Z z �' specification requirements as to quality, size and variety. rnCO o b. Plants damaged in handling or transportation can be rejected by the owner or o �' Q owner's representative. 0 Q c. State nursery inspection certificates shall be furnished to the landscape <4 architect upon request. W o z t` t` o 0 Ff N co tI- 0 1 � of cv rn co PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS A. Remove the plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp H opt, knife to make I" cuts the length of the rootball. C. Plant shrub or tree a minimum of 1/8 of the height of the rootball above existing grade. TUNG NIM ADHIKUSUMA D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from � Lie. No. 26715 the trunk of all trees and shrubs. O (� 1 �sa�111�� E. Plants grown in root containment bags must have the bags removed during the SIGNAL planting operation. No additional slashing of the rootball is necessary. D G HOLE 2X-3X ROOT BALL WIDTH TREE PLANTING — VERTICAL STAKES TREES <4' CAL SCALE NOT TO SCALE HOSE WITH TIE STAKES ) TO FIRM SOIL STAKES ) TO FIRM SOIL TAKES PARALLEL S AND BUILDINGS LJ U DATE: 1/24/07 SCALE: 1" = 30' DESIGNED BY: SBIU FILE NO. 2160E SHEET 10A OF 10 07-09 F,,As'nE',,, ,! FFiEDERICK DEV. CO. TA, F��H-((2))-1-221,4\ ZCNIE: RF 'I'& 'T , �.� I I ,E- VA"A","14 "" I '; -.1235 JCJ , 0524 PC � MURA.MP11v SE'A'11 I T'll F55H-UM-1-1 i i � � � � , � � � GUTIERREZ ALFREDO �, 1 . RAM05, 5ENJAMIN 1_016 TYL 55HW-((2))--H TkI. !35H-((2))-1-2 � XONIE- Rs�P USE: R,E'E-_$ ZONE: RP U6E: RE6 ;� INSTRI 0- 225V5r �' 'STR YR: 2004 PB� e42 PG. 1061 � IN i ' I i i , � . i � ! � 11 I i � . I . 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'�\ I "Ill I - ' ' - I -1 - , �711 _"_1 I _11 I � . / --- " , I'll .1 � "l-," A I - � - -___' ___1 - , f --- .1 ,___ 1-1-1, " J � _!Fz-�'_' __ _�' .1 "S M -1 . I t I � '.'� --- -------,---- -------�____ ' . �� (J I __"_ _.' '' - \ OMEOWNER 58- 0 C 1 A I '�' - - �� . - _____:�_ I _1>1� '�' "I _")__� 1, "::�� ',1 "4 _�' � k ' " _'_11 _ '___' 7'- � " 1, �.� __1 11 _1�1 0 ", . �z'�' - - - __ i " .4(1� � - , ' 1, - --.-- �__.' _ `_ .�'__:� --- - -;'__-_F'-��"'Nj'� ��':�;"'-f:-'. � \ �.';" ,,-" '--_��_ 'K_\ , _1_'_1 1-1.", ? III. C011101,111 ARrail-1 I ----_-- .. .... . .. __ .-,: - .1-1 i , i � �� " . 'p_�- 'I- ___". - 0---O' C)v '� , �'\\ _'__ �,_:� " '�' - - I ! �D -,--,, 1� �' � __ 11-t - -1- ) - 1� --.-- <�� ;' � - .1 I , -.--------- ___ .... 1, -�-' .:--- 'S";'�'. _I--- ...'��' ""'."" - , - \ ___ I 6""-, 5"i �' , �r_- , I ��' ��P' - __ '001c"\ () i:. _ � I -1. __ - ___� �__ I D.B. 116/1i)0-64�5 "'. '' � ... ..... - __ _____".______ .----."-. .� . 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I I ... �' __:�:�" � 11 - �� ' .�' 4 � '01� - * � I 1-1-15, '_ ___ , ; '�_' --� _ E �x ' - - -q �:' IC ' _` - , , 11 1_1�' ' - : - , I 3 7- , 11_ , _;�� '� �' r I Z�'� I , . 11 . _'__� �� VIL � I ._-_ 0� I . � ------ "-, " 1� ,,-- ��' - - , , .0, ky / '. "'� _� , , I 11-1 _� _' � '_. qp , .iq 'r- I '� ", , '_� � . " , "'��'�_' I 1;010�0' I "_ _ ��11_ . � . � I �� :7-" � _1__' 11 i "' ", 1 L"', WH ' IA!"I I i,",' 0,6M-1_ C I- &I., I., - G-1 ",rl-�(,-),Il�--l"C--Iii4�i,�lli�,6, L 711111, 6,r5HMff2))1-(_o ze,XNEE-� R"F' USF-'�-' F EE"5 11',45TR< "�- 22111 1N'3T'F', YR- 2r 02 BAsEc) ON -I HE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE EN13INEEP AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION' LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. AcUTAL PERFORMANCE OF ANY MANUFACTURER I S LUMINAiRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. uuEEILLS RARGO E3,ANK NAI I "' I i '-�, F �; FA-1. ,,5H-((2))-1-,1" - ' "ZONEEH... I U 5 E . F eE 5 IN6111R, �-- 100B30 ' iN461T'R�' YR: 2001 I Cal c,u-,lation Suimmary Lz�,bel ____ ____ I - 'P,�.",'.- ,1,7 -', -. -.� .1 ln� Max 1 _. .. i - I �.0 . OVERP'- T S�A_2.,j'ARY _'________.___ I ��' q - . ".. -1 3.8 I ____J__ 0.6 2.65 I 6.33 I 10 I 10 I I ____1 � � � � ; WATSON, JM T I ; T.M. ��5H-M))-11-4 , - � i 4 -'- I CNI:_- RF U6E: RES- 1 " ! ; INSTR -r". 2231 i i NFR YR: 2006 � I I _F umi ai ' - Schedule L, - n c - E, � _L �_ ___ W7 C_�','_ , ', '�_ ` T PM: HO'Lv .0 J__' 9 3'_ -1- I . .0 I � - I S -y-r'b(D'L Q -'I-- �"/ � Label I T LLF _____ - I r_ � I A 23500 0 . 6, 0 q_ WLS-HP-3-2 I------- __ 1 [a 4 � B 23500 0.800 WLS-W'ME-M-FP-250-PS1vTH-FG _ _--t I - .L . 23500 0.8011) T i � � � i ; i � � i i . ALVARADO, J08E �k ' ' "� I I TJ'1.,5E)H-((2))-1-3 " ,,, , I Z 0 \1 E: R F U ,5, E ; 'FREE 5' i, " I � IN6TR 0- 061S � � I i � ,C5TR YR: 2004 � I ' I 1 V, `1111 ��_� , - � . - -1 � r_. � , �Xp . - __ A # c 0 1 � I � T7F-,,o �('� � �� IF, '= P __ -�Iulfffmv"I[ UR . - =-, - I., I = Ie.d"_u.cA (*'-1;q"-W d.PI�Xvn r.p6v_.W_A�.Iy) EL-�'��"'�:,illl�.� _'� I 5 11111111111111Z ul-'-, '� i�"S!Ill.ia;IA-ll ��,'L � I I ' - I c " I Z I - , ,':I�� a W, IV Q . r"Nal SPECIrICATIONS HOUSING - Aluminum housing "vailable in twosizesard is a rectangularshape, A R mounting hardware Is sumlesssteel or ekv;o-zinc platedsteal. WALL MOUNT - Agalvanized-steel unh�ersihwall mounting plate easily rnourftsdiw�j to a 4'octaqQnaloi 9quarejunction box. An EPI)Mqasloat is supplied to be insta lied betAmeen the mounting plateard junction box from the entrance afv,q". The universalpt3tepefmit5t he fixture to be mounted in the upightingposition disted for damp locations) or downtDirting position (listed fbrwet locaticast. LENS/GASKET- A flat clear tempered gla� lens,wha isseatedtothedoorfrannewith &DIVIgasketing,isstandaid- Anoptional polynibonate lens savailab"n nicstCompact Fluorescem futures. 00 OR FR AN I - The a lumin um door fame with 1wo M in less steel ca ptive fasteners allows easy access into thefixture- Ao ne p iece extruded siliconegasketsea Is thedoor fia me ago inst thehousing. Thedoor vAingsopenand is held inplace bya retainer. FINISHES - Fulu ws are fin ishedwith WM DurY.Yip0po �,esrer powder mat finish ng procem The Dura<3fip�fini;hwkhstan&wtemeweatherchanges,nhhoutcrackingot peeling and is g uara nwied for five full 3ears. Stardapdo3lotsv<ktdebtonme,bbck,phtinum plus, buff,graphite,satinxeidegreen, metallic siher and white RE FLECTORSIDISTRIBUTIONPATTERNS- 1`orwaK1Thvow(FPFManc1TypeNI0 tomapea�ibbloonsnv�llandrn"umMIM4shWV4mflammamako;kv,glablaon smfl.Alla;ehi.ghperformr,ce,fuflckg,offdistributionasdE!fmed"eIE5NA(dcvmight Wiononl�.Photometiicdaui;t@Minx(Did��nmwkhIE5NAguidetires. LIGHTSOURCES- This fixture isd"ned to operatewith horizontal Pulse Start 10'atal Hal ide� Pulse Start FAatal Halide Fieduced, Full Spactru n),Su per Nieta I Kalde�Su per Nieta I Hal i3e Reduced, Ni-tal Halide, f0etal He lide Reduced, High Ptessu reSodium, and single, double or tip lem mpactfluorescent lamps. Lamps supplied as sta nda rd -HID �:Iea I, ship insta ledi, a nci�ompact Fluorescent (mated, 41 OOK shipped in separate ca rto n). SOCKETS - HID I-ampholdersweglazed porcelain, rnedium baseforthesn-all fixtureard mogul basefor the medium fixture,4KV pulse rated. TheCompact Fluorescent fixtunes feature a one-piece deimoplasticsDcket. BALLASTS- FJeztricalcx)mponemsafefictDry-rnoun,r,d in housing and pre-wiredwith voltagespecific leadswhich extend outthaa backoftheunitthrougha rubber 9tornmetThis grommet preventstrheentrycrfinsects�dust, and moisture into the fixture. The need'000pen the fixture to makewiringconnection; iseliminated, making installation quickard easy. LIL risfedcomponents with high-pow"ctotballast rated for -20' Fsuning,Compact FluorescembalbmareElWtonicUnivemlVok�age(120-277VSO/6OH4or34ZV06OH4,0'F starting Co nsuk factoty1c, r availa b).e%atinges and vo Itages for use in Ca rada- EMERGENCY OPERATION - Avarietyofinvgralemexteric, jopt ions areavaitable to comp�j with U le SafetyCodas w hich rect uire erneigency rg Iftga b ng the path ofeg ress on the b ui 13 ings ex tern r, so b uildi ng occu pant; can exit safety. CSee OptiD ns i n Otdmi rg Infor matio n) Appfmedlty� Project M me: 0 a Location: wte: V" LIGIII14 ITSTINS P.O.BM300519 I F0ftVhfth,TX7618S 9 eM.633.8711 I FaxBI733S.4824 � -Aw-wislighting-com a ConsIdeff ft linpaM SP.CN.t&.11J.dtr%Q1P1AT.t.D'- 0 P"12M I � I I I � I k , FLAT CLASS IHORIZONTAL LAMP AILS LiGHTiNG sYsTEms-,.1,, Y P � S O" r.RIES _""'7' � ' , � �5� � - � I `��i �_' - , , - 1 1 1 11 , ' I ..kvlqu W.Wd,ft. C= SPECIFICATIONS HOUSING - one-piece,die-castaluminum in a multi-radiused, rectargularshapewith mountingarmcast in asan integral part ofthe housing. All hardware Is stairdew steelof elactro-zinc platedsteel. LENSiGASICET- The HP is available- with 3 tempered flatclea r 9 lass lens. A om-p iece earudeds4iconegaskertsmisthelenstothedie-castalurKinumdoorframe, DOOR FRA14E - The HP'9 on@.p irm die-mv %lu min um door fm rw me Ores to the housing with a srairdesssteel hinge bracket. An integ ra I ovef,oantet latch allows easy tool-lessaccess. Doorfranne maythen be easily rernovedfrom housing. Door is providedwitha catch mechanismthalt limits door swing. A one-piece extruded sit im negaslet seals the door fiame again5tthea housing. Thestandapd housing/ door sea] design prevents externalcontaminants fromented N the HIP, resulting in an IP65 rati rig in all vvsions. . FINISHES- Fixturetsarefinirlundwith WLS DuraGri;>Opo�reste,r pawder mat finishing process - �� The Du raCir ipf-fin ish w Khsta ndsextteme%eathet c he nqL-s without cracking or peeling, and isguarantned for fikefullyeats. Standard colors include bronze, black platinum plus, buff, ----I graph ite, satin -mdeg wen, metal k sihe? ard wh ite _'_- I I "Osr'w a1911 I REFLECTORSf DISTRIBUTION PATTERNS - T[eHPisa�ilz�blew�havoid--ierie�t,jof Peflecto Is, including Type It (2), Type In N,Type (5), Forward Th row (FF), a rd ForwardThron 0 ' "111* ______ - �Q251 Autornotive(FA). All reflectors are field -rotata b I-, enab It ng genaro us flexibility indivi ibution patterms, without fbaute movement. Phorwretm data is tested in accordancewith IESM I if . guidelines. (40�) LIGHTSOURCES- Pulse Start Metal Ha He, Ful 15pect turn, Super IoLetal Ha lidq Super r0eta I I.;-0-' 19.25" Halide Reduced Fnvebpe, Iftal Flaide, Metal Halide Reduced EffoebM and High Pressure " .. L_ I S,diumCi,mrbn)piss:uppliedwvtardatd _�_ __� '� � SOCKETS - Poicehinn-ogul-basedsocleets. Allsocketsaiefactorypre-witedwitha - F ".- dioconnea Plug for tha ballast. Allsociarats am pul,,sa rawd. - . BALLASTS- High-pc>wetfactor ballast. PubeStan Ntetal Halicie,Super Nietal Hatide, Ntatal (457N ,. RAusk.Ia4d.t 0 Halide, a rd High Pressu re Sodium fixt upas feature a CWA type ballast,designed b r -20' F operation. OptionalQuickConnect paclageincludessupplywifing plusn-cclularplugslor QQ430-U-3 vm 9t'(*(P7bx ER)c, easy ballas,twifinganda removable ballast tmy, 1 LWWsw-m-5-19 "t F-PX=a4C BRACKETS- The HP's integral cast mountirg arm uflat for square poleapplications. The future mayalso be mountedto round poles using the round poleadaptoraccesgory(RPPI, which must beorderad separately. Anextiudedt!i'arrn extension i5a,,ailabla (but not W-130-EC-6-alk ;equired) for D90', CW,TW,and T1,020'fixturecanfigurations. A locking nut s9cures Two EA.'sionk. Wdqht(Aq!Ib. EPA�=03 through boltsanda ;einforcirg plate to the po,le, stabilizing itfbr easy fixture mounting. SHIELDING - bnerna lGlare Shieldsa te avai b ble for field ins,31W b n,ov kh Types 2,3, a rd FT 4JU IP65 g) distributions. Internal Louveraxrailablefor fiek! insumllationwith Types'3and ffdctfibutions belowfixtures. '__ on,100vattand ApprovedIty: Protect Narue: 19 0 LccatiDm Date-. mrw LiGH116 S'lSTIMS P.0�bcx`100519 � Fort Worth, TX 76185 - 8W,6338711 - Fax:812,735.4824 � w,wvwIsr'9htinq-m'M 0 fxnsldes the linpact! sp�ft4��tottwdwq'vatWmo� or P.I.Im I I � I I I . � I - I , I . -11, I "I . .1- ''I �' I '' '___ � __ I �_ ' �_ � "Z 1 "'�11, '�&U�4QIWj�ja�"jj4gj�jj�� I ,j�� '�" �. �. ", - , Ll' . . k"' W" �_'��NF , =03 '& , to. P FLAT CLASS I HORIZONTAL LAMP � �'O' 211100MMM& MOEN, 0k � , . Ni , Ji � " IN F. r 1.�-.;,Evlsgmw-�.il%�"K-mi��-14.W- 020111=04.1 � ' �,' I=,II, MAN82112" IRS 11 E - "'N"w"Num"'No"'N' a H S R I gm Simens'n"Mmm t" __ I --- _________ ORDERING INFORNIATION -------- '.,L�-_.'_':APPR(.IPq!JiTE ------------ CP('KLF.�0'AEA',-I C^�L'IN't, 71JFO,,'&I_A_LI'RDE_R U�OLJI-!rr _______N t�-xarnrvle "�Io.. LAMP LICiff LIIIE LIUMINAiRIE - SERIES OMRIWIID* WATTAGE SOURCE- LENS VOLTAGE I FWSH OPTIONS ACCESSORIES HP = EN F.-T" t, -z .-, 1 490V SRZ - U PCIt-vhu.4�Rv PC - �4,-,t�4 I I MT �Wmtl Jap- OLK - Nack (MA101 5F -%vtEu;r"' FP-1urJ 40M SNIH - T1 -T1I TT' PILT - �Ullnun, M, lw�pud" [IF - wAkAe iuwK) I 11"' 75OW z flllki�' NF-eaf QC-C'wk� PCG - I`A*_tt� AF�Auk_�uw SMHA-!"�.�''I SVG - �. U� 11,f ,I- Nm�xl cit-shi*1 , -.d fi� r1k (x- "a - wtv�' GSR�(Jar'r"4,11�". Tiff=, rw-ft�d. GPT - �sr�titc Gss -'31- 54kda si* " 5 - TIP�V 10111-1,1RAILA31- CC - --�AGA. IL - "iL,, " MHRV�JH40- RPP � w"id vyd, VAir, RlIkIN' axs_wwu�vw HIRS - 9'�i'ft WAW K�1� �"*.. RKA�BO-EC-6-CLR- I acwhom - . I 2SM FS-F1dI5I-Uurn 320W SKU410-5�19-CLR - upmetp urack'n - movl� w4s th_�! u% I r'14�4� �i 5-�i.A_l av'f' "% f.1-0" 'q I-A� w"-tv3,;M.let�iNvL��tmerAtiAd�,..,vh-..n,g�f,.�,i-o-,a,vwugh MA - WAi,, -M��AUPvdblU*:.. P4U�-Ar,xnP4UVb1.--Mambbi� , . I "�'/ ____�1 """ _______'..__' 11'__.�" " _�_ _''__-'._'__'_' '__________" _'________.-________' HP 5 750 MH FG MT BRZ NO NA 13X'1*41i"11�1 ORDER: WLS_HP I ". I _; I .iWJ'1W'7SAPSn"'M. ? 7;fi�f'&"-�'�Ia�""'.��'A.'T. ,, "......' 4 -MI - 4A I.PH 94T*d 5t�..61'-th_M'F`.1&'A W*1 Ivco"'W:4 1^..^�� L411, .'W'�. auln wrip-WIN NOI.t'��_ 9�-V,*�Itl -qldlerlmm_*M� 5 T,iT,,h,t�d..,d-1,,.�'-.-I,.4fA.�i�-TdT�,,-,4.�,.IXM.>,-,,�.�",-�.TriT,I,i,M-.6,ob,hko�,."V AA�"_'aLaa"*1*1.quft*-U_WhA , r�kv,�d"IPCA,,M�&-bl.�")�l".,�,p-.Cm(�:��"k�-.k,O�f,4#,�,A�,m.'4��,A.T.,�I .q�"I".,.M_dl_�'d.TA�� v, , -C>A&'._3.1*;.k':t,'�,_-".hA�1 vayx"..&A.Pk'A b -Pal:q Wakdlu��W-n .,.A ') r_kq_Wk.4 ._'W��'.'."�'Wfi. � �k'.�_ il-tA*X.aU*�.�bL�-4L��bl�LU-ICOt*,(. GaARESHIELDS 1 -,---.-------- V� 4) �`041 � i6ss) P.."� �. R I � L . ((,W � _qqk(IT2�f) 4 t2t�i' 8 �tTr """'" I I K4 ". * I ' I 10 - 7 1171_11 . 6 3,'4' Approvedg), Projecr 14ame'. 0 U Location: Oate: WLS L16HTIME SYSTEMS P_0.6oxI0D519 a FortWort,NTX76185 : 600.633.13711 � Fax:817335.4824 � %VWW.v.,WIqh1ing.com 0 Consider the irnpaul .1 ", � 0 RD ER __ ______ ING IN F 0 R MATI ON SE� �L � APPROPRATE --k-01--f. -�074 EAC-4 ��l JWN 70 FO �-dJ'A 7 r. ORD�R C� OF R,fa t'exjmp;� '00._ LAMP LIGHT � UWE LUNINMItE SERIES DISIRIBUTION WATTArE SOURCE, LENS VOLTAGE FINISH, OPTIGNS WhK_5 3 - 4T� 91 SOW MW "PS-Hpfirl-t, S�405�)) - - [FG-1 `rIt (-A 7� I I � IM 2MV RRZ - LV_ ELK - nl�* PC -14w�'4 TP - I.Tq_i4"A' IDOW cw-(�� ... 24uv CRY-G- PMA -rNI'�e_mA'1vt.(_ "I"4 -WNW'1h 15W H.6* 2TN WHT-vftr� P'J. �FS'mw _.r.'.q'_A'J."r� 176W MH - Mti4 KWk, 347V CR R - (,- �W' RD -R-d PMAR - r-A-W-A kd.,pt. I. -6t ..... . I pvk.-, 26W C FL - Cp.i FC-1100- FTM . i -d UE-U.6-111 SLV -Y),�. iWs�olv _..1M_*iT"n.*) TN- 32W I lu,"4nt Yr. .#� I- Ep"U�a� CC - Qnt,Cut� DIM - CK (:u.U-A1AAoT_Diq0JW' r�"Z 42W CFL2 - Cp� FPC .ILVCI- (I II- 277y5t, , 6(+I,-, C-(�Oomn.plmflp WW-1�.."11.1.11;h 1IaunT0wtde rv�arLvt� 347� IM SQT - q�a�y ':'_ t�rrDdv� SON - sl.417Ck�140"i Tarr Dv4y)" EQ�1� [Wwt-_WT�m 1'PWdr`un_11v) Tflcl rw-m-5i 3FT' TpS_?N"H-_rt_J._5_,._,_,J FC - I to (J., 9v z"""." 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