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HomeMy WebLinkAbout15-01 Northwestern Workshop - Stonewall - Backfile (2)GENERAL NOTES PTOT GENERAL NOTES LEGEND VICINITY MAP C'3 V1. All work on this project shall conform to the latest editions of the Virginia Department of i. Methods and materials used in the construction of the improvements herein shall conform to the current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXLSTING INTERMEDIATE CONTOUR 33 SCALE 1 ��= 2 Q Q Q Count construction standards and specifications and/or current VDOT standards and specifications. Y P P Sediment Control Regulations and an other state, g y federal or local regulations applicable. In the 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, event of conflict between any of these standards, specifications or plans, the most stringent shall be FISTING INDEX CONTOUR 330 , W must be provided prior to issuance of the site development permit. The approval of these plans in no way govern. PROPOSED CONTOUR 40 SITE UJ relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and NG EDGE OF PAVEMENT Ex E/P /i, 9� a. Z Control Handbook. Health Administration and VOSH Rules and Regulations. P PROPOSED PROPOSED EDGE OF PAVEMENT PROP E/P P 4), 8F . 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When workingon VDOT right -of all traffic control whether permanent or temporary, shall g Y, P P Y, K.7ISTING CURB EX C-46 �f m �" Z (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all AND GUTTER __��___�___��_ 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G `/ . `'� W Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER required under State law. V4developer The hll biblfltit hi tn 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held . e sae response or relocating, as expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R � with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE '� ; q, �_ 1,` � � a� co I q ... CQ ao (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be �� be in conflict with the proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE I I ` ', , °� 0 � CQ responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to relieve the developer of this responsibility. P P Y f r i l �.q \ j� I//%� �; / '� €, 1 0 Cn 1 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Design features relating to field construction, regulations, and control or safety of traffic may EXETING STORM SEWER �-�_: EX. 15" PGP - _ / / Z ; 4 x 'n CQ CV 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15" RGP W t` representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER � o p 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 DOTING SANITARY SEWER �' aD P It `o Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SERER PROJECT INFORMATION 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged FISTING ELECTRIC SERVICE P embankment. and held by the engineer and/or developer with the attendance of the contractor, various County PARCEL IDENTIFICATION NO. 54-(A)-81D i 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less P pp P agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE STREET ADDRESS: 828 SMITHFIELD AVE. A' � Q) 0 than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE TOTAL AREA: 6.072 AC IJMITS OF DISTURBANCE: 103,132.6 sf 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated any undetermined length of time. VDOT will also require 48 hours notice for any inspection. CURRENT ZONING: Ml INV ­4 on the plans and as required at the field inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the PROPOSED GAS LINE CURRENT USE: MANUFACTURING/OFFICE w to 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE PROPOSED USE: MANUFACTURING/OFFICE �. be minimum 6" diameter and conform to VDOT standard SB-1. accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The FLOW LINE •••- •••-� •••- ••.-® - •••-► 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than g � Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE � a� �----�---�€---�- � --�- �----� one litter receptacle shall be provided at the construction site. Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, KWTpJG POWER POLE _C11 SETBACKS 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. F.A.R. CALCULATIONS entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. Contractor drainage EXLSTING 'TELEPHONE POLE whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free shall ensure adequate is achieved and maintained on the site during and FRONT = 75' LOT AREA=264,496 sf condition at all times. at the end of construction. EXISTING WATERLINE W/ TEE � -'� "� T I"" SIDE/REAR = 25' TOT. BUILDING AREA=44,500 sf 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum " PROPOSED WATERLINE W/ TEE - �- TOT. BUILDING / LOT AREA = 0.17 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut to be installed under roadway drainage facilities. 36 cover and, when possible, y g sheets, and connections to existing lines. KusfING FIRE HYDRANT LANDSCAPED AREA CALCULATIONS V12. Any unusual subsurface conditions encountered during the course of construction shall be 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current PP immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity KGSTING WATER VALVE RF LANDSCAPED AREA = 148,435 sf standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. until an adequate design can be determined by the engineer and approved by VDOT. PROPOSED WATER METER ® LANDSCAPED AREA REQUIRED = 25% 0 16. The location of existingutilities shown in these plans are taken from existing records. It shall be the P g V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT LANDSCAPED AREA PROVIDED = 56% contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXLSMG REDUCER prior to construction. The contractor shall inform the engineer of any cofiflicts arising from his existing shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER are submitted to private laboratories for testing, the samples shall be clearly identified and labeled PARKING LOT LANDSCAPED AREAS (BASED ON NEW PARKING) � utility verification and the proposed construction. as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. STOP SIGN � E-' 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a P P Y g g HANDICAP' RAMP (CG-12) •�L��� .1 U result of his construction project within or contiguous to the existing right-of-way. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be in 6" lifts to 95% theoretical density DENOTES LOCATION OF STD VDOT 'a12 ��/Ogg J Daffi ANDAI RAMP Vas ONE TREE PER 40 FT OF PARKING PERIMETER = 6.75 a wo ►--� 18. When radio is proposed within easements of utilities, letters of permission from all involved companies grading P P P P must be to Frederick Count Sanitation Authority to issuance of radio and/or site / compacted of maximum as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street ONE TREE PER EVERY 10 SPACES = 2.8 Z O E-� provided prior P Y Y P grading PARKING INDICATOR 12 10 ® U development permits. right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES � F-, (� independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A REQUIRED MANUFACTURING PARKING #-- 19. The developer will be responsible for the relocation of any utilities which is required as a result of his copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION ® PARKING CALCULATIONS i SPACE PER 40,000 S.F. Q ,4 project. The relocation should be done prior to construction. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and REQUIRED OFFICE PARKING MANUFACTURING AREA = 28,000 �+ � � 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected further where determined necessary by VDOT Inspector. HANDICAP PARKING 1 SPACE PER 250 SQUARE FT ) SPACES REQUIRED _ 1 W ZW 04 � E 4 in accordance with state law. In the event gravesites are discovered during construction, the owner and , V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall OFFICE AREA = 4,500sf SPACES PROVIDED = 13 U) �1.; W U E-+ Z engineer must be notified immediately. meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES, PER DAY COUNT 100 SPACES REQUIRED = 18 O �--� U� 0 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement SPACES PROVIDED �. k-2 REQUIRED HANDICAP SPACES Q (� w am O O at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan: markings must be installed by the developer or at VDOT's discretion, by VDOT on an account PROPOSED BUILDING ENTRANCE SPACES PROVIDED = 85 PARKING > O 22. " " Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard receivable basis. Stopsigns shall be thirty 30 inches tall with high intensity sheeting. The g Y ( ) g Y g' i REQUIRED WAREHOUSE HC SPACES REQUIRED = 4 Q 1 SPACE PER EMPLOYEE O O � U proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT -�} HC SPACES PROVIDED = 6 professional engineer and results submitted to Frederick County prior to pavement construction. If a a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on SPACES REQUIRED = REQUIRED LOADING SPACE W geotechnical report has been prepared, it should supersede the requirements in this note. VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact PROPOSED STREET NAME SIGN -�- SPACES PROVIDED -_ 17 1 SPACE PER 40,000 sf FLOOR AREA fW Q the local VDOT Residency Office with any questions regarding sign material and placement. � 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating V18. The developer PROPOSED SANITARY LATERAL CLEANOUT SPACES REQUIRED = 1 O Z or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be PROP. BUILDING HEIGHT=24 SPACES PROVIDED = 8 x O � of excavation or demolition. Names and telephone numbers of the and operators underground utility lines provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices SANITARY MANHOLE IDENTIF ER 12 TOTAL SPACES PROVIDED = 82 = E­' in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. may be obscured. FORM DRAIN STRUCTURE IDENTIFIER O U) PRIOR TO COMMENCING SITE WORK, A LAND DISTURBANCE PERMIT SHALL BE OBTAINED FROM THE V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical FREDERICK COUNTY PUBLIC WORKS DEPARTMENT. AN ON -SITE PRE -CONSTRUCTION MEETING SHALL spreader. Density will be determined using the density control strip as specified in VDOT's Road and BE REQUIRED WITH PUBLIC WORKS. Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENTLINE-- --- - ---- --- - - NO OUTDOOR STORAGE OR SIGNAGE IS PROPOSED WITH THIS SITE PLAN. tests. A certified copy of the test results shall be provided to the Residency Office. In additions to 0 checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE UTILITY CONTA CTS present during the construction and testing of the density control strip. IOQSTING SPOT ELEVATION 12.0 Z TRIP GENERATION DATA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION + 115.1 CLASS USE FLOOR AREA TRIP RATE USE VPD Water/Sewer: Frederick County Sanitation Authority specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. ,� P.O. Box 1877 A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING LINE ,-��,�w �V -� "1`-� ��`� 140 MANUFAGTURINC� 28,000 S.F. 3.82 PER 1,000 S.F. 106.96 Winchester, VA. 22604 shall be notified and given the opportunity to be present during the construction and testing of the control stri P k � � � 150 WAREHOUSE 12,000 S.F. 4.q6 PER 1000 S.F. ' 5Q.52 (540) 868-1061 EXISTING ' �� 15� 0A 15 PINE CIS OFFICE 4,500 S.F. 11.57 PER I p00 S.F. 52.06 V21. Approval of these plans shall expire three (3) years from the date of the approval letter. ��_ 1 ` r 21q Power: Allegheny Power \/EHIGLE TRIPS PER DA = 66 P.O. Box 1458 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE ore, 15' OAK 158 PINE TRUG TRIPS PER DAY = 4 Hagerstown, MD 21741 (FCRT COLLIER ENTkANGE LIMITED TO TRUCK TRAFFIC) 1-800-654-3317 FCSA CONSTRUCTION NOTES INFORMATION PROVIDED BY OW R BASED ON Phone: Bell -Atlantic AGTUAL NUMBEZ OF STAFF AND DELIVERIES. P.O. Box 17398 Baltimore, MD 21297 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION SEAL CO VER SHEET (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Project Name: 4/30/OI REVISED PER VDOT COMMENTS DATED 4/27/OI Gas: Shenandoah Gas Co. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S P.O. Box 2400 INSPECTOR. 4/30/01 REVISED PER FIRE MARSHALL COMMENTS N®RTHWESTERN WORKSHOP 4/50/01 REVISED PER F.G.S.A Winchester, VA 22604 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF TH OF v 5/30/01 REVISED PER AGENGY COMMENTS Owner: Address, Including Zip 828 SMITHFIELD BOB SOWERS WINCHESTER, VA Code & Telephone AVE. 22602 No. (540) 869-1111 MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE �� j O ^ r� ,� �( FIRE MARSHALS NOTE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN mm PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX b N0.032285 (540)667-0809 FAX (540)722-4710 Developer: Address, Including Zip Code & Telephone No. Fire lane markings and signage: ASSEMBLY INSTALLED CORRECTLY. '�O Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: �ti SI SMITHFIELD AVE. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING OVAL WIN BOB SOWERS J U I� � S 2001 WINCHESTER VA 22602 ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET SHEET A y INDEX (540)667-0809 FAX (540)722-4710 FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL. FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. Engineer Certifying Plan: DEPT.OFPLANNING/DEVELOPMENT Address, Including Zip Code & Telephone No. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE STATIC PRESSURE = STATIC PRESSURE = PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 161 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE = THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. WINCHESTER, VA GREENWAY ENGINEERING 22602 AVAILABLE FLOW = AVAILABLE FLOW = ( 640) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: SHEET 1 COVER SHEET PROFESSIONAL SEAL & SIGNATURE A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. DATE: MARCH 2O01 SOURCE: SOURCE: B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE SHEET 2 SITE PLAN APPROVAL SCALE: N A / DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS SHEET 3 E & S PLAN THESE PLANS ARE IN CONFORMANCE WITH COMPLETED. SHEET 4 DETAILS COUNTY OF FREDERICK STANDARDS AND 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHEET SHEET 5 DETAILS 6 PROFILES & DETAILS ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY DIRECTOR OF PLANNING DEPARTMENT DATE DESIGNED BY: HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO JJT ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. CONSTRUCTION. Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB N0. 2127 no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. 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Y c I 7zy 3 o • Cal I� f �.' #�`b�a� F �`"� v aka^ r'w ,�, 5y,,y ,•1► / , I%.,�.} y 1d1Xk 4irat, air ,: 7 y�?'e �'v'�'i' s-v:��es,' ,,r+",,,z�'yy Wa�r I ni'.�,.:.''fW,4, : 4Ticx ;'FxLL�a gt 3 s7 s kj C 3 r �f Mr, i7, s*' W, i4 W. gof , 4 e*�'U n 5 ' ENTRANCE PAVEMENT SECTION ON SITE HEAVY PAVEMENT ON SITE LIGHT PAVEMENT ALL PLASTIC PIPE SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS ELECTRIC SERVICE TO BE COORDINATED WITH POWER COMPANY * PLACEMENT OF GO-12 CURB RAMPS SHOULD BE FINALIZED BY VDOT INSPEGTOR 710 / 25' F 1 \ 1 \ GRAVEL AREA f __T �` E 2" PEAR 13 8 O \ \WK \ II w f >2 f5� - tu \ RELY A / \ HY9 -*65. G.V.SDR-I PVG W i NDo-YAZArj CCjQppRATIOr WY DB w3, pa 640 R-21 JVG PP zoNED : M-1 o . MANIFACTURMG EX. 2" F.M. 6'X8" REDUGEI -rj-t 54-4-4 o \ \ 1 s' / / ' 1 I 0+00 1 +00 2+00 3+00 4+00 -720 715 710 Z W W Z 0 Z W o m ,f) co c\j It cv co to 40 m I � Z �; x I to cv W 0� aLo r+ E- fs. $4 IL4 in�i V k*v Cho -4 W U] 54 N z Z Z W Q � V z Q O Z V) cl f10 > L W Q Q In W E4 O O 0 A t It It Lfn) Lo r� w00 0 0 �o Z O0. C O i ~ E-I cr Q 0 f• ) lNf • `rw_`) 1rTV• Q O O N� Z �1-�j �-1 O*d W l� O a Lu � o~ U) cf) •rr ` W W O O z DATE: APRIL 2001 SCALE: 1" = 30' DESIGNED BY: JJT FILE NO. 2127 SHEET 2 OF 6 x X. a 0 0 Rj 0 N m d6 0 Lo CD 3 3 0 W N_ cu / w Ln z a J 0- / 01 L CD (1) c 01 C LLI Z Cc w Ln Lu cr 0 z Cu ccu LL- I N6 TREES SYM. BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY "ARMSTRON6" 5 ®Acer rubrum "Armstrong" RED MAPLE 2" GAL BRADFORD 2" GAL 5 PEAR Gupressocypar►s Leylandll LEYLAND GYPRESS 6 HE16HT a O.G. 53 EROSION/SEDIMENT GONTROL LEGEND NO. KEY 5YMBOL DE5GRIPTION 3.02 © TEMPORARY GRAVEL GON5TRUGTION ENTRANCE 3.05 O X A —X SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3A4 ®� TEMPORARY DIVERSION DIKE 3.10 ®� TEMPORARY FILL DIVERSION 3.12 ® .♦.�..�- DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 ® ® OUTLET PROTECTION 3.20 ® —, --' -- CHECK DAMS 3.33 ® -- 5�-- SODDIN6 3.36 O 0-0-0 TREE PROTECTION ® LIMITS OF CLEARING, t 6RADIN6 DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MA GF AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR 50DDM AND PE66ED WITHIN 14 DAYS AFTER START EX. DITGH I H: I = IO Y: III = II EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT THE PROJECT 15 LOCATED AT THE EXI5TIN6 NORTHI^IE5TERN WORKSHOP SITE. TH15 51TE 15 CURRENTLY OPERATED AS A MANUFACTURING FACILITY. TH15 51TE PLAN PROPOSES THE CONSTRUCTION OF A 12,000 S.F. WAREHOUSE, ASSOCIATED PARKING, ACCESS ROAD, 5TORMWATER CONTROLS, AND UTILITY EXTENSIONS. THE TOTAL PROPERTY CONSISTS OF ABOUT 6 ACRES OF WHICH APPROXIMATELY 2 ACRES WILL BE DISTURBED FOR THE CONSTRUCTION OF THESE IMPROVEMENTS. EXISTING SITE CONDITIONS NORTHWESTERN WORKSHOP CURRENTLY OCCUPIES THE SITE. A MAJORITY OF THE PROP05ED PROJECT AREA 15 OPEN AND 6RA55-GOVERED. THE ENTIRE 51TE DRAINS TO FT. COLLIER ROAD. ADJACENT PROPERTY THE 51TE 15 BOUNDED BY MANUFACTURING PROPERTY TO THE NORTH, EAST, AND WEST, AND THE SALVATION ARMY TO THE SOUTH. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL. VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINITAINED AGGORDIN6 TO THE MINIMUM STANDARDS AND 5PEGIFIGATION5 OF THE VIRC71NIA ER05ION AND SEDIMENT CONTROL HANDBOOK (VE5GH). STRUCTURAL MEASURES A CONSTRUCTION ENTRANGE SHALL BE PROVIDED ON SITE. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. INLET PROTECTION SHALL BE INSTALLED ON THE EXI5TIN6 DOUBLE 15" GMP'5 UNDER THE 5ALVATION ARMY DRIVEWAY. ALL OTHER INLET PROTECTION SHALL BE INSTALLED AS PROP05ED STORM DRAINS ARE CONSTRUCTED. THE SEDIMENT TRAP SHALL BE CONSTRUCTED AS A FIRST STEP MEASURE. SILT FENCE SHALL BE INSTALLED AS 5HOWN ON THE PLANS TO REDUCE EROSION ACRO55 THE SITE. CHECK DAMS SHALL BE INSTALLED ONCE DITCHES HAVE BEEN CONSTRUCTED. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY 501L STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOP501L THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVER51ONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE-GOMPAGTED, 5EEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER. MANAGEMENT 5TRATE61E5 CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. SEDIMENT TRAPPING MEA5URE5 SHALL BE INSTALLED AS A FIRST STEP IN 6RADIN6 AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE GONTROL5 HAVE BEEN STABILIZED, THE CONTROLS SHALL BE GLEANED UP AND REMOVED. DEVICES L15TED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHA51N6 OR OTHER ANTICIPATED CONDITIONS. IT 15 THE GONTRAGTOR'5 RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO TH05E SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE 5TANDARD5 IN THE VE5GH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE 51TE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEA5URE5 ARE TO BE REPAIRED BY THE END OF THE DAY. 5EEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND 015POSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL 15 GLO66ED BY SEDIMENT, IT SHALL BE REMOVED AND GLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT 5EEDIN6 IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE AGGORDIN6 TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VE56H. DUST GONTROL SHALL BE PROVIDED IN ACCORDANGE WITH VE5GH STANDARD AND SPEC. 3.3q. 1EX, TIVE ? / THE SALVATION AWY \ \ Dd '66. PG 1181 -2zONED , 1BAFtlml RITA5LE rR�TV7TE�i9iWL�IN�US; dEEVOL JG\ I I I TY1. 54-A-36F ( i �r �9 \I II r f ; I♦ I N� a ���. i • ' a l--S/ -.- INGRESS/ EC4 E55 EASEMENT DS 506 PG 680 FORT COLLIER COWUP DH T66, PG 13 ZONED , M-I use , 46 T.M. 54-A-365 c 152.ODz b TIE INTC7 EX 0Gi)�B" E —NEW E5-3 (2) INV.=6g8.5 TURN LANE --45' TAPER 13L�- � I FOR EROSION 8 SEDIMENT CONTROL AND LANDSIGAPIN6 PLAN ONL--rl. 60' WIDE AGGE55 EASEMENT FOR I N6RE55 AND E6RE55 OIID1Ga STER WAi'�vEWUSMG, INC Dd 51% F'G 2b1, 1 yr3wFo , M-2 oNED : M-1 USE . LOCAL DOVE► LENT T11. 54-4-W 7? QUARLES PE1 DB 6'16 ZONED USE, RETAIL Tt1. 54 I PVC, VDO-YAZA 015 IN ZONi MA vuGE TM. 'I 20 I 'I ,0 TEMPORARY 5ED I MENT TRAP GRAD I N6 I" = 50' g �0(0 pp- -i 02 t i r CRAP o W Z W W Z Z W cv o mCQ LO Cv d' aw co � tom� Zx 9 I cq Low 0 Lu p 0,4 to U LO �4 P4 E- Gc, � 09 V1 r•+ F� r O it W is I�- Z O O v 5 Q uj w>Q a a o D Q N E- 0 0 O O A .t N TH op J rHOAS 9 No, 032285 0 xlw 0/ �ssloNAL _ _ Z L a O Z � Hz Q a O Q> I--1 Z q E- �Z 0.4 Z �D 0/y(� E F-I-10 ccI--1 Cz W C) OU � Od 1-4 W Z W �W w �0 w q x z W W O z� 48 I z 0 0 /0 W z W DATE: APRIL 2001 SCALE: 1"=40' DESIGNED BY: JJT FILE NO. 2127 SHEET 3 OF 6 00 SEDIMENT TRAP CONSTRUCTION OF A SILT FENCE 0 TEMPORARY SEDI BL 0 CK AND GRAVEL DROP INLET Z • SEDIMENT FIL TER STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) FE 1' VARIABLE 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. W ORIGINAL VARIABLE FLARED END -SECTION 70' A#N. Ex/snNc OF POSTS. TRENCHUSLOPE ALONG THE LINE GROUND WIRE SCREEN - CONCRETE BLOCK A 3, PAVEAIENrUJ UJ ELEV. 1.01 /_ 5:1 67 CU. YD./ACRE - CONNECTOR SECTION N VARIABLE DIA - - FlLTER CLOTH--'� 6- AWN. A MOUNTABLE BERM N ' (OPTI'M4 ) C SIDE ELEVATION I I f 1 W C\2 67 CU. YD./ACRE 0 to _ r _ 4' MAX. .. - EXISTING GROUND y o" CO Cp (EXCAVATED)CV It RLTER CLOTH ORIGINAL � I 1 I� IIII GROUND REINFORCED >n' MIN.�� 1 �� _ a7 B EDGE �� r �� r p m� •• ---� B f0' V MIN. C�-1 - C� I , to . SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP L `t- WASHRACK - f 1 0) SKIRT SECTION - Zx ►n Pit CROSS SECTION OF OUTLET I2•MIN' TD•M/N. FLOW III -III W �� EX/S71NG 'd O PAVEMENT 4' W 0 d' CLASS I RIPRAP LENGTH (IN FEE A q 20' APPROX. GRAVEL; FILTER ' 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE 1 j y Q 6 X DRAINAGE AREA Aw (IN AC.) W WIRE SCREEN MOT /i--P05T1NE DRAlALtGE l0' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. / DIVERSION T A �T NT FILTERED WATER B MAPPING7E TO DEVICE �- DIKE PLAN 1 V I t� * MUST EXTEND FULL WIDTH sue, ��, �,• WHERE FLARED END -SECTIONS ARERUNOVERFLOW OF INGRESS AND EGRESS PLAN VIEW °' ° W THOFF ....... OPERATIONM r 40 TO BE USED WfiH BITUMINOUS COATED AND PAVED METAL PIPE, WATER / I 1, THEY ARE TO BE GALVANIZED ONLY. �-- SEDIMENT 4, . r :., a 12' MIN. _ W _ J II I 3' MIN.gfll WITH GATE 3' MiN. JCOARSE AGGREGATE / / FLOW - Z SEDIMENT FlLTER CLOTH SECTION A - A z w EXCAVATED / FlLTER CLOTH �� H • W AREA _�� � 2" SPECIFIC APPLICATION 6'_7" O z o THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE :" ''' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Q Q V •eCOARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 � HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW �., -• �•r . f' U1 O Ul W OUTLET (PERSPECTIVE VIEW) OLES ON 12"CENTERS-MAX CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING `., FILTER FABRIC 5 Q V TOE PLATE AROUND THE STRUCTURE. WfZ } U_ Q SOURCE: VA. DSWC PLATE. 3.13-2 ,_W � W ELEVATION SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE. 3.15-2 +GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. REINFORCED CONCRETE DRAIN SPACE WIRE n Q Q SECTION B-B -I - _N ) _) SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: Adapted from Installation of Straw and Fabric filter Barriers for Sediment Control, PIATE. 3.05-1 > % > SOURCE ADAPTED from 198J Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plote J. 02-1 She TW I( lhent W E. o O O SEEDING NOTES -PAVEMENT --'� ��- I. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4". 2' CURB CUT 2. PULVERIZED ACsRICULTRUAL LIMESTONE SHALL 5E INCORPORATED INTO SOIL AT A RATE 21 �TH op G OF S2 LBS. PER 1000 S.F. (2 TONS PER ACRE). ; � 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LENS. PER 10SF. (1000 LIDS. PER AC1RE). R•.2e 1 4. SEED MIX SHALL CONSIST OF 61% KENTUCKY 31 TALL FESUE AND 33% ANNUAL RYE ° APPLIED AT THE RATE OF 120 LBS. PER ACRE, DRIP LINE O �' 5. STRAW MULL -I SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. ,J THOMAS 9 PER ACRE AND ANCHORED WITH CUTBACK OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. No.032285 OT G. PROTECTIVE DEVICE 414I I, TYPE A OE A t MAXIMUM LIMITS OF ^ SS.10 L �~ T''i=E I SCUPPER DETAIL CLEARING AND GRADING seurMErs1 NOT TO SCALE ti PROPOSED GRADING PIPE OUTLET CONDITIONS M ••1••• - w.trs�rw._br MIN. 5' rM�j "Y ..Y,td, ..,......,.,,.,ow. WHERE DRIPLINE Ad..L T ` �! IS LESS THAN 5• �r O sr ....a r .....1. a .le rrdrr *..-r.•r r t M MArh r W Mh1...tII dti.e. yr. 11.. Yr1� 1 t✓• vY ri ed�.ir r �Wr1...rW1 wY wr. iota N wd rwn r M •.hP. d �N�..rr 3 d .`'1CT' "°.. Nr.� w r r M M� M sr .wwwt psi ROCK CHECK DAM ;,;="%_r.' CONSTRUCTION OPERATIONS RELATIVE o�wrer..wr �► i pdhe �•re .... • is r Yw ✓.e M1..MeA)M M PIPE OUTLET TO FIAT TO THE LOCATION OF PROTECTED TREESy Z AREA WITH NO DEFINED 2 ACRES OR LESS OF DRAINAGE AREA: `;'z -� += CHANNEL Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 PLAN VIEW a 8" COMBINATION 6" CURB & GUTTER 30KSir r< appr000h same GG-11 Z Qi I..� L a 3. NRGINN DEPARTMENT OF TRANSPORTATION 1� (radius to be oe A� �� as maNlns O FILTER CLOTH shown on plan') Radlai (Radius to be a. O [� \ C .Frown an plans) 2• 0 x (OPTIONAL) a-, bination r ftwo are to be pe. � N �, wQ E_ 3 fh.n HH A 4'-0 qx rwabr � curb and gutter B Q (I For ddaI we 9t'd. ST-1. I I 2y r'-2' NOTES (St'd. CG-e) r , Q z (DOWNSTREAM VIEW) •_7• F�-i x * h/! trer..w dwo (11) I. r 10'. F. wtlr d*a rrr T/'� /y !l1<kk 4• d..a Ms• r ..oche w•h arrwd h•rw 19 1. tr m.1 d Optional Flow LI Concrete • • v 1 I-M r , SECTION A -A FILTER CLOTH KEY IN 6"-e"; RECOMMEMED FOR ENTnze PERn&FTER VDOT j l --- till °� t 2• ten. hew.corer..r. e. NeA r r r s- i I X s" Clues A3 (H.E.S. W Q ti � A A H /1s. r ed drardr r a. _ COARSE AGGREGATE I lj;1 I 5C� wwt 'd N L J 12• 1r-1r-lrr e.• " M.k .willMar r 1N 0.,.. ME rr 44 ��w* wde eon n W b.P..�e r a.A 1.0.- Expo Pit . I Expansion Joint C)o A FLOW _ ?I 3• __ .I.: s."''"'o b. ('o1' °""'` r r a. F. w..a,. A _J •+ I SECTION C-C ul O L . • 'A . rr X �„�� raven M e..ts.drd. er g Note: Width "B• 2'-0' or as MainMe roadway �i .n s..tw. M r m.voe hem s. wort d tlhe plot- shown on typical section. ° (MIN.) °' a obs Is a. tw d the .r..a.. Pion W eerh..lw. PLAN VIEW W o A 3d MIN. I w�� el C e%• 2'-7' -{ s%• SECTION A-A.erl olrM �'�`o wv... ow n. H 6ro./ww r :d..d y u. anh.ar 4'-2' r , ^ 7 r a..r.d e. Not d we whee py. Is uMh. ahwh er tettwn d er .Her.. V. ~ .f W. rower. d CONCRETE QUANTITIES FOR MIN. DEPTH w" be VOW erh emmot .wtr b pwrrl w.hdre p (Orate tienrha•ed) T.-C . =001. 0. a+l va 'di., b M.NI d .air a th.ko .mart Th. owi 1r b abuekhe aw"Vis t. p...nt 1r core pp.-,.aa a• rum cams Not ropy rd r rsd.d r n. pro ue m, rim Construct Grade changes with o parabolic curve. 3 •woos 1.r da 14i,r rl.ae hwdre. 19• cone qv. -,.sae O. rd. cena.te a..e-w. 2-10 ACRES OF DRAINAGE AREA: .h.a ,,.-,,..,.rer,e�.d .r.,... -• „- awe pp•-,.sfa c�. rd. awedu r o PIPE OUTLET TO WELL nd ... s. •87 ehal� .,nor • r eve d demb . 2W n" mq N 3 DEFINED CHANNEL e.h hra.ro plea a.lw.d /e•wA * Olwn% d. sr sh.rra r-a a. a4- ow m , e,y d rd. cerx t. F� 1 momNobd r.,eoh a•rhheb S" S Add 0.- 0, Yd. Or .ddllk�d fad d d.ptl� FTC 22yy--66 10' Parabolic Curve h•Li O PLAN VIEW I %SECTION STE11 --4-% Sf7CilON GAST IRON 1'-3• �{ N NOTES or Optional Line � C ,� � D When St'd. C0-11 is used for entrances buck n! 1 I I yt E eX Max. r Fyl _2111111112 " 2'-7' Mainline Roadway irate the following: unction with VDOT projects, Please Q; 8 L2%•d%'x% 1'-3'A Wpe to be TI ,0-4• I°"9 oat with Cola I Slope Change r )KZMalnins pavement shot be oanebucted (^ll L a One r.leed 8 to the R/W line (except any subgrods N 3' J �B C C the Engineer, 40' Min. for Street Connection D L , 'P may be far the oa.t Iran pavementlwhkhucan be omtltteedd In h- O % _e FILTER CLOTH � Iugs a shown hreon. 20' Desirable for Commercial Entr. the entrance.)cc LLJ(OPTIONAL) weld '; eOptional Ribs ye 5' Min. ♦ Radial curb or combination curb Q d aa. • are 3 be. i SECTION A - A beand yond the RR//WI line exctconstructed replacement purposes. n (DOWNSTREAM VIEW) to Dolor QALV or CAST SECTION A -A % xt% x4• kqe ,• when used in conjunction with standard c FMTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERnCRTER %-x4- Stud Shea Guidelines for Grade Change D Standard it bee djwsGdf � n�w3 this VDOT #1 j mountable curb configuration. 0J NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION COARSE AGGREGATE 1%� Entrance Volume Desirable Maximum See Standard CG-12 for Curb Ramp design C BASKET, OR CONCRETE. r yh SECTION C-C High (more than 1500 VPO) 0 X 3 X to be used with this Standard. 2. La. IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED N a 2%� APPRO ATE WEIGHT Medium •300-1300 VPD) < 3 X e X i entrance ,ndli cannot occom,,,odate c USING PLATES 3.18-3 AND 3.18-4. FLOW 2. Cosa rg requirements of anticipated heavy i 3. d = 1.5 TIWES THE MA}RIMUM STONE DIAMETER, BUT NOT I 3' SECTION B-8 DI�ENSGFts FOR Grats W3 d: 19 lbs. Low (Ion than 500 VPD) i e % e X truck trattC, consideration should be given to Z CAST IRON ONLY Increasing the depth of adjacent proposed LESS THAN 6 INCHES. sidewalk to 7 inches. W >K Optional flowline may be used for entrances DATE: APRIL 2001 1n Source: Va. DSWC Plate .1 -1 In cut sections. DETAILS OF COLLAR AND GRATE optional fiownne may require warping of o on of gutter to preclude ponding of voter. Q RP P PRON DIMENSIONS CLASS I RD?RAP STANDARD DROP INLET �t REFUNNM SCALE: N A 12"-24" PIPE MAXIMUM DEPTH (H)=10' �„, METHOD OF TREATMENT- z CULVERT Q110) DIA (in) La lit) W lit) RiP RAP VIRGINIA DRUM DEPTH 1-2 305 15 5 6D CLA55 Al 2302 33 3-4 110 15 4 4� CLASS Al SOURCE: VA. DSWC PLATE. 3.20-1 104.01 TRANSPORTATION 502 CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES DESIGNED BY: JJT c(-n 5-6 455 15 4 4D CLASS Al VIRGINIA DEPARTMENT OF TRANSPORTATION so3oe REFER TO OUTLET PROTECTION DETAIL. FILE NO. 2127 0 SHEET 4 OF 6 x a 0 0 Cv Q CV Cn 0 (n 0 CD 0 CD r` cu CV / IL, cn CD a J Cl / m C w / z Q w ul 0 z 1 h CU (n Q� 0 0 / CG-12B 5. vig. •_ igln C 9Yp O� O' T�"lY �• O• lit CROSSWALK CROSSWALK %W. 5' (12:1 1r1AX 4 (12:t) PERMISSIBLE •�• 7'-10' S -0` 7•-10' CONSTRUCTION JOINT B MIN. MIN. 1 .10 o 6' • D � CROSSWALK ,�'� TANGENT PLAN TYPICAL PLACEMENT AT INTERSECTION ® 7- WHERE STD. WITHIN CROSSWALK CG-3 CG-7 IS USED 5'-0" NOTES: THIS DESIGN INCORPORATES A RAMP. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MINIMUM ® STD. CG-2 DIMENSIONS. PLACEMENT OF DRAINAGE STRUCTURES IS CRITICAL STD. CG-2 6' OR CG-6 CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WiTH SUP RESISTANT INTEGRAL OR CG-6 20:1 DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE �. PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE t . '• A. " :' . • 4 _ FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WiTH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. SECTION A -A IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED 5 DOWELS, 8" LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL 12" C-C BE CLASS A-4. PERMISSIBLE REQUIRED BARS ARE TO BE NO. 5 X 8` PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP SLOPE 12:1 CONST. JOINT FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2'. MAXIMUM CURB CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT e CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT SECTION B-B FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. b.o4b LIMITS OF EXPOSED AGGREGATE SIDEWALK CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE M WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EXISTING LIGHT POLES. FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. SREFERENCE PARALLEL CURB RAMP REFERENCE 105 (ACCESS FOR MOBILITY IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05 N 0 N, .....���lQl�� form b < •'4 C gate voMe do boxes gate votve box trench bottom undisturbed eorth stone bedding TEE, WYE, OR PLUG TYPICAL SECTION In lieu of wood Forming the fitting may be wrapped with denotes hand excavation polyethelene, and the concrete poured to completely surr`DGnd 12' resin. for 10' and smaller pipe the fitting and against undisturbed soil. The bearing dimervOrls 18' resin, for 12' thru 20' pipe against undisturbed soil shall remain as shown. see chart below for A, B, C dimenslons. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS 's` minimum Pipe Dia. Plugs, Wyes & Tees ll 1/4' and 22 1/2• Bends 45• and 9T Bends -- A B C A B C A B C 6" 1'-0' 0'-9" 1'-0' 0'-9" 0'-9" 0'-9" 1'-3' 0'-9" I'-9` 8" i'-3" 0'-9" 1'-3" 0'-9" 0'-9" 0'-9" 1'-6' 0'-9" 2'-3' 10' i'-6" 0'-9" 1'-6- l'-0" 0'-9- l'-3" 1'-9- o'-9- 2'-6- 12' 1'-9' 1'-0" 2'-6' 1'-3' i'-O" l'-6' 2'-0' l'-0' 3'-0' 14" 2' 0' 1' 0' T-0" 1'-3' i'-0" 1'-6" 2'-6" 1'-0" 4'-0" 16' 2'-3' 1'-0' 3'-6' 1'-6" 1'-0" 2'-0' 2' 9' 1' -0' 4'-6' 18" 2'-6' 1'-3" 3'-9' l'-6' 1'-3" 2'-0" 3'-0' 1'-3' 4'-9' 20" 2'-9' 1'-6" 4'-0' 1'-9' 1'-6" 2'-0' 3'-3" 117-6; 5'-0" 11 1/4° THRU 90° BENDS Concrete 3. FITTING VOLUME OF THRUST BLOCK IN CU. M. VERTICAL BENDS SIZE 1 11-1 4 22-1 2' 1 45 90' stone bedding1 6" - - - 1.3 1.1 2.3 to" - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16' 0 9 2 3 5 1 - 18' 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCK __Figure 2 STORM SEWER DESIGN COMPUTATIONS TYPICAL TREATMENT- 1 (SOIL STABILIZATION BLANKET) 2" INSTALLATION CRITERIA TAMP FIRMLY ANCHOR SLOT 2" TAMP FIRMLY ANCHOR SLOT NOTE APPROXIMATELY 200 STAPLES REQUIRED r PER 100 SO. YDS. OF MATERIAL ROLL. r ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". 12" MAX. 4:1 OR FLATTER 6" MAX. STEEPER THAN 4:1 IILL- JUNCTION SLOT EDGE AND END JOINTS CHECK SLOT * TO BE SNUGLY ABUTTED I (JUTE MESH WILL HAVE I I I TERMINAL FOLD STAPLED LAP JOINT IN LIEU OF EDGE JOINT) i LAP JOINT 2" MIN. I I I I I I (JUTE MESH ONLY) I I I I I I 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 I I I T I I 1 I I 6" TO 12" I I I I I I I I I I I *CHECK SLOT I I I I I I I I I I 1 " TO 2" I I CHECK SLOT I I I I I I I I ~ VAR. VAR. 6" TO 12" 6" To 8" MIN. PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM N0.11 STEEL WIRE. 50 *C-C INTERVALS; CHECK SLOTS AT MIN. 8" STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL 6" STAPLE MIN, LENGTH FOR OTHER SOIL. "COMBINATION "BLAN KETS JUNCTION SLOT TAMP 2" FIRMLY 6" TO 12" 12" T SOURCE: VDOT ROAD AND BRIDGE STANDARDS TERMINAL FOLD F TAMP FIRMLY 2" 00 00 OD 0ON �D--' o•" �6o CD•� (Ur C:) Mr 0 +� o Z oz oZ ¢113 QEl ¢0 �F F- 1-- 1-- 0 Q 0< > 705 (aW._._-.. > > 705 >J > J >J I a-W _W....�.�...L..._ ..._. _._ _._.... 100o vc.. a ._ ....... _. CREST STAB 28 51 _. __ I .. ....t ELEVATION! 1. 65". �.._. y. . -.... ... .. O o ! _...._ ._ ... _._.__ .... ._..-.... -A ... ...................� _ I-' _... a 1 067 Lj 700 700 0+00 0+50 1+00 SAG STA, 38.83 8.00 VC ELEVATION 700.95 00 o a` CD o m o 0 �O o 0 0 0 0 0 0 + r r r INLET NO. TYPE RIM 1 ES --- 2 ES --- 3 ES --- 4 DI-1 705.6 5 ES --- 6 DI-1 712.3 o Z + o Z o Z -0 d0 1- 1--1- 1- Q� H- 1-- 0 Q CJ Q 0 a > > > J _ > J > J CL. W EIC RANGE PROFILE a- W W W SCALE HORIZe30 VERT><3' STORM PROFILES OMITTED FOR THIS SUBMITTAL PLATE: 3.36-2 sFF.: .. • - . - h •. h7j I f h • - . • - I • - � I • n,h 11 h Fj�i.1� �'rrrt!w••. :Ir h H y N 1L �•""'•1"` OIL • ,► .., TYPICAL PLANTING DETAIL-- EVERGREEN TREES (NOT TO SCALE) RUBBER HOSE GUY WIRE M2 GAUGE TURNBUCKLE TREE WRAP WITH 50% OVERLAP RAGGING TAPE ON EACH WIRE 2' DOUBLE SHREDDED HARDWOOD MULCH/3' SAUCER. PLACE TOP I/WOF ROOT15ALL ABOVE FINISH GRADE 3 STAKES BAdGFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER ,1 (NOT TO SCALE) IIIIIIIIIIII10% n(HI-Q CPP) =0,013 nnnwrnl hnr•Irfill 1" 4" elect backfill * concr 6" O.D. 6" -,,. egate STANDARD nnnwrnl hne L fill nnnwrnl hnr4fill nnnwrnl hnn4fill • 1/2 O.D. O.D. 6" 6" concrete 6" concrete CONCRETE CRADLE CONCRETE ENCASEMENT To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 Amended September 2000 - FROM POINT TO POINT D.A. D.A. (acres) RUNOFF COEF. (C) CA INLET Tic (MIN) I (IN/HR) Q (10) (CFS) INV, IN INV, OUT LENGTH (FT) SLOPE (FT/FT) HEIGHT, B (IN) WIDTH, W (IN) DES, CAP, (CFS) VEL• (FT/SEC) FLOW TIME (MIN) NOTES Cap, Chk INCR. ACCUM. 1 2 D 0.82 0.55 0.45 0,45 5.0 6.8 3.05 702.40 700.50 80 0.024 15 15 9.97 8.13 0.2 HI-Q CPP o,k, 3 4 B 0.18 0.90 0.90 0.90 1 5.0 1 6.8 6.12 703.60 1 703.20 50 0.008 18 18 1 9.41 1 5.33 0.2 1 HI-Q CPP o,k, 5 6 C 0.74 0.90 0.67 0.67 5.0 6.8 4.55 710.30 710.00 52 0,006 15 15 4.92 4.01 0.2 HI-Q CPP o.k, ONSITE TYf=ICr4L F'/4VEi" PENT SECTION NOT TO SCALE NEAvY PAVEMENT SECTION - 1.5" 811-12.SA SURFACE COURSE 3" 5M-250 BASE COURSE 5" SUBBASE vDOT STD. GR-21A --COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMU1 MOISTURE CONTENT v0OT VTM-I METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. p\p�-vdot Ex. FT. COLLIER RD TAPER PVMT. SECT. K MILL 12"A-1/2" m TIE IN JOINT r VARIES 1/44 a -6 E B BEYOND PROP. "IT, SECTION BACK CURB 1-1/2" - SM-12.5A 2" IM-W 3" BM-250 TYPICAL SECTION FT. COLLIER ROAp NOT TO SCALE FLARED END SECTIONS FOR ADS PIPE SIZE PRODUCT CODE 10" / 12" (250/300mm) MR PES 12 15" (375mm) MR PES 15 18" (450mm) MR PES 18 24" (600mm) MR PES 24 30" (75Omm) MR PES 30 3611 000mm) MR PES 36 TOP VIEW 5TAINLE55 STEEL _ '__1 THREADED F=A5TENER SIDE VIEW FRONT VIEW FLARED END SECTION GRADE SLOPE AWj STATI PRIVATE PUMP STATI❑N DETAIL 11' COVER 1 DISCHARGE: 1-1/4 FEMALE PIPEL I INLET: 1EPpA PIPE FOR THREAD - --- it29.5 „ - �I **SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS NOTE: A CONCRETE ANCHOR OF 1500 Ibs (9.8 cu ft) IS REQUIRED ON ALL MODEL 2010 58' STATIONS. FILL TO GRADE WITH CLEAN, COMPACTABLE BACKFILL, SUCH AS PEA GRAVEL OR CRUSHED STONE, 1/8' - 3/4" IN SIZE. CLAY AND SILTS ARE NOT ACCEPTABLE BACKFILL POURED PRE -CAST Ia J r MAX FLOW: 700 GPD PLUMBING CONTRACTOR TO SET INVERTS thrust DIOCK I 6" dio. schedule 40 steel pipe filled with - concrete and painted yellow UL NSF cip 18" dia. S y concrete encasement , 3' 7' 2' 0 1'-6" 0 3 BOLLARD DETAIL direction of setting to be approved prior to installation as requlrea 2" min. - 6" max. stone to be minimum of 6" above top of base concrete pad I '-6" sq. x 6" deep FIRE HYDRANT ASSEMBLY Figure 9 screw type adjustable valve box locator peg mechanical joint swivel tee with 6" branch z W W z z WC\I O CD Cat � � C\1 It III C11 rn zx �C\2 W (D W 0't 4,0 U �' ~ Lo � i; 03 W O 4) W C/] w z w LLI ° z o O Q v OqiW > W > LL Q a CLCLCL Q Q Q > > > UJ W O O O A � TH OF � A JA THOMAS No.032285 0 �SSIOIVAL �~ 0 z O Z > 3Q H E W W x Zw z � o a O � W o r�l �Vy Q #A wn- Ww � � 3 � W O DATE: APRIL 2001 SCALE: N/A DESIGNED BY: JJT FILE NO. 2127 SHEET 5 OF 6 FM 3 CNJ 0 0 m 0 co C 3 3 O QJ I N_ CV if LJ U) Z Q J n Q, w Z cc w cn IL, 3 S 0 z r\ N_ CV cn .o 0 CULVERT INLET SEDIMENT TRAP CLASS I RIP RAP RIPRAP HEADWALL • wad..+INVERTFLO •� �. � .i1'�����?�%��►�7►fit! (•lPIPE --+.....��►J�i:����r ice. I• OR O,COARSE AGGREGATE "STORAGE REQUIREMENTS EQUIVALENT \ \ \ 710 710 TO THAT OF TEMPORARY SEDIMENT ---4 -- -- - 705 705 TRAP, STD. & SPEC. 3.13 C.Y./ACRE WET STORAGE (B PERSPECTIVE VIEW { !_ (BELOW BASE OF STONE) ` 15 _. 67 C.Y./ACRE DRY STORAGE � ...... ........_.i HI-Gpp O (BASE OF STONE TO TOP ®0,65�C,2 fV OF STONE BERM) PIPE INVERT NATURAL GROUND O RIPRAP HEADWALL ��Jr„ r. 2•4H1� G pu O 1- . 700 _...Q....... _. 700 -700 700 _. + �r AREAS TO BE DISTURBED (CUT, FILLED, ETC.) O 0+00 FLOW —CLASS I RIPRAP VDOT #3, #357, OR #5 COARSE AGGREGATE �— MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF WET STORAGE AREA ELEVATION SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION 1"X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 125" NOTE: PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. Dt-dunippad 4 "X4 "X8' POSTS PLATE. 3.08-2 CONCRETE FOOTING ; WOOD FENCE DETAIL NOT TO SCALE WIRE MESH REINFORCING VD.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04 CLASS A-3 CONCRETE 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METHOD) Tfiz,45�4 DU1"If=,5TEi;R fi ,4D (NOT TO SCALE) �' �-1.11=1I.IIII- 0+00 I +00 STORM PROFILES 1-2 SCALE: HORIZ. 1"=30' VERT. 1"=3' STORM PROFILES 3-4 SCALE: HORIZ. 1'=30' VERT. I"=3' 715 -715 m N _ - t- n 710 _ _ 710 Hi _0 Gpp ..... _ _ —r_.__� Oil _ 00 Oz O+00 STORM PROFILES 5-6 SCALE: HORIZ. 1"=30' VERT. 1"=3' 0 Z — cc W W Z 0 Z W 0 IN u) CO -4 }- a �cv ' I� Z x I 10� W r� W �,� U — F [� iL4 F. U 0 •n .� ai W rn w O Q � 4- TH OF 5 Up�' �?ASWOH�OMAS No.032285 ti �`SIONAL �� an 0 70 chz k'1 cc a 02 z W W x 3~ Z Q Q � W - O CC 0 F-+ Q y W W�D 3x O Z W 0 z DATE: APRIL 2001 SCALE: N/A DESIGNED BY. JJT FILE NO. 2127 SHEET 6 OF 6 MA 0 Lu Lu W114CHESTER WAREHOUSE, Nc r.>5 5113, PG 201 ZONED ; M-2 USE , WAREHOUSE T.M. 54-A-13 it LLI CQ o Lo CD 00 C\2 c\2 It co g CD c\1 Ex t-er- II CD ko 1 0) o Lo C\2 c I -a _7 LLI UJI/ W, CD Lc) M. -7 2 I.agr" N 4 2,0 42'24 N r 25' 31R�_ , FV Q) 0 t�3 t,43 > —Ac lii --75' E3RL Net p ll TWE SAL -VAT ION ARMY D5 16ro, PG 1161 r..R 5i-2EL 7ER PEA 8 PETROLEUt &1&, PG 221 ZONED : M -2 ZONED USE BENEVOLENT/CHARITABLE BENE T31- 54-A-39;-F UJI/ C"ONc- 5'A "v— < USE WTAIL AND SEF T11, 54-A-143 O 3 UNSPECIFIED WIDTI4 45HENAD04H GA6/E4*Et-!ENT; V) Z' HERE5Y//[:>EDICATr= ------ --G AS 20' __ _ _ _ _ _ _ __ ._ __, ._ __ _ . __ _ _ __. __ _. - ��� _ �. A `� �.'i W s -- __u L N V 1APLE �W -16— \-_��A, —0 21c?4­!i A F-A-E 11"� 2' REAR FEAR, FLE I" t-4-AR, E ut, 1 G �Fi - Y 0 �Glj "o c C HAFLE E- art /Y 100, 0 J x LID cn CD 00 if EX15TINr­ PROPOSED I LAWOME ION OFFICE ADDITION c\j CN K) pA\/EM=1-AT 7, C) z; Z CEO i it2 PROP. EX. ci' DOGK DOORS 120' . ..... Qp KAREHOV5E M ca i KE 9 a cr =_Xlemw. Fr PROP.1 TRUCK, J_ 7 GOURT ZONED: M-1 7- j co + 71 rp4 4D E- X E- E X, "p o" rz; C) rs rT 777 c,777 7— L7 E_ �D FORT COLLIER GROUP D5 iro&, fks 13 L ....... . .. ... - E" E_ ZONED M-1 USE -. 46 TM. 54-A-365 k MH N L& wv VDO-YAZAKI COM ce w3, F<z 1.4 ------- C) /,g-. " - ­­­111I.- ­_ ZONED t M-i USE - MANUFACTU TJ1. 54-4-4 IRF 5 1,450 02' 55"E J�2.60, cl) �4 ..... ....... E-- (D E- C, COUNTY OF FREDERICK ZONED : M-1 o c"s ro USE Lor-AL GOVERNMENT Ti 1. 54-A-W Ll 's o DATE: 10/24/00 SCALE: 1" 30' DESIGNED BY. JJT FILE NO. 2127 [SHEET 1 OF J r'c- 3 a 0 0 cv CD ai 0 L n Q L XD Cl- F0 I CENERAL NOTES MOT CENERAL NOTES LEGEND VICINITY MAP C3 Z the Vl. All work on this project shall conform to the latest editions of the Virginia Department of "= 1. Methods and materials used in the construction of the improvements herein shall conform to current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR 33 SCALE 1 2000 County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR 30 W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. 40 must be provided prior to issuance of the site development permit. The approval of these plans in no way in the Virginia Erosion Sediment V2. the latest U.S. Department PROPOSED CONTOUR EX EC � relieves the developer or his agent of the responsibilities contained and All construction shall comply with of Labor, Occupational Safety and Health VOSH Rules Regulations. EXISTING EDGE OF PAVEMENT / l " q%- / Control Handbook. Administration and and PROPOSED EDGE OF PAVEMENT PROP R �'" ''� a �81 0 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation p g g P P V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EXISTING CURB AND GUTTER EX C•ff � _ - - , >� �' •^ ,a� � �> ^,,", .�" / Z (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic flaggers be in the latest - - - �; /� ,4, e " ;, ri. ` °�> "' '"�/ 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is control must certified accordance with edition of the VDOT Road and Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER PROP C&G / : W o required under State law. "A V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 'TO CG-6R Go- C a-h}� j ��� , �'� o C CO 1-4 5. The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the the developer to locate identify facilities EXISTING TELEPHONE LINE - - _ �_ `` �, I Y Y /. 'i\ :_A N 0 ao VDOT to determine if and where guard rail and of awed ditches will be needed. The developer will be (VDOT) g / P „ P responsible for and ditches as determined by this joint inspection. Refer to sole responsibility of and utility or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not the developer this PROPOSED TELEPHONE LINE �`' ' �, �. \, ' 0 _4 a 'ao co 01 providing guardrail paved relieve of responsibility.!` EX. RGP /; �i o Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEWER =� I� Z x d' oz V5. Design features relating to field construction, regulations, and control or safety of traffic may / 'n tt 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be times. be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of STORM SEWER PROP. RGP W y, 0 'ti ) a) I representative of the developer must available at all any field revision will be the responsibility of the developer. PROPOSED w rn o aD t 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 EXISTING SANITARY SEWER 0 Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION ko ­4 , 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE P-- embankment. and held by the engineer and/or developer with the attendance of the contractor, various County PARCEL IDENTIFICATION NO. 54-(A)-81D 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE P STREET ADDRESS: 828 SMITHFIELD AVE. TOTAL AREA: 6.072 AC ::° Nai � " than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE s - - LIMITS OF DISTURBANCE: 103,132.6 sf 0 N 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated g any undetermined length of time. VDOT will also require 48 hours notice for any inspection. CURRENT ZONING: Ml � °A on the plans and as required at the field inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the PROPOSED GAS LINE QCURRENT USE: MANUFACTURING/OFFICE PROPOSED USE: MANUFACTURING/OFFICE w 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, PROPERTY LINE access to other properties affected by this project shall be maintained through construction. The FLOW LINE •••- •••� •••- •••� - iV (/Uv 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than th within tf th lim its shall h h Developer sahave, wn e ms oe project, an employee loyee certified by the Department ofFENCELINE ---�---?�---k--R- � �� �--?�---�--�- one litter receptacle shall be provided at the construction site. Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE ��- �� SETBACKS I V 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. F.A.R.R'& entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE U Z46 FRONT = 75' LOT Acondition whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free at the end of construction. EXISTING WATERLINE W/ TEE - - -t 5' TO 500 sf SIDE/REAR 2.. at all times. _ 14. ,� Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W�/ TEE -� IF ' T ° • PROPAREA = 0.17 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut 36" cover and, when possible, to be installed under roadway drainage facilities.d EXISTING FIRE HYDRANT DSU ONS sheets, and connections to existing lines. V12. Any unusual subsurface conditions encountered during the course of construction shall be 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current PP immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity WATER VALVE LANDSCAPED AREA = 148,435 sf standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.PROPOSED until an adequate design can be determined by the engineer and approved by VDOT.EXISTING WATER METER ® LANDSCAPED AREA REQUIRED = 25% O 16. The location of existingutilities shown in these plans are taken from existing records. It shall be the P g V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT LANDSCAPED AREA PROVIDED = 56% contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed representative prior to placement and fill. Where CBR testing is required, a VDOT representative be to insure the sample obtained is representative of the location. When EXISTING REDUCER prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing shall present soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled PROPOSED REDUCER PARKING LOT LANDSCAPED AREAS (BASED ON NEW PARKING) utility verification and the proposed construction. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN #A 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a according applicable VDOT standards to all app. HANDICAP RAMP (CG-12) � E-i � result of his construction project within or contiguous to the existing right-of-way. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be DENOTES LOCATION OF STD VDOT CCGG 12 p o� ONE TREE PER 40 FT OF PARKING PERIMETER = 6.75 18. When grading is proposed within easements of utilities, letters of permission from all- involved companies be to Frederick County Sanitation Authority to issuance compacted in 6" lifts to 95% of theoretical maximum density as determined b AASHTO T-99 Method P Y y A, within plus or minus 2% of optimum moisture for the full width of any dedicated street STANDAI�CTI A0,_, ONE TREE PER EVERY 10 SPACES = 2.8 E'' � Ua must provided prior of grading and/or site VDOT PARKING INDICATOR development permits. right-of-way. At the direction of Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES Q independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A REQUIRED MANUFACTURING PARKING 19. The developer will be responsible for the relocation of any utilities which is required as a result of his copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION ® PARKING CALCULATIONS i SPACE PER 40,000 S.F: a > The be done to E- project. relocation should prior construction. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and UIRED OFFICE' PARKING REQUIRED MANUFACTURING AREA = 28,000 W 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected further where determined necessary by VDOT Inspector. HANDICAP PARKING 1 SPACE PER 250 SQUARE FT SPACES REQUIRED =1 W Z W M in accordance with state law. In the event gravesites are discovered during construction, ,..ue owner and V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall% OFFICE AREA = 4,500 sf SPACES PROVIDED = 13 E. Z engineer must be notified immediately. meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 SPACES REQUIRED = 184/ O �D �-, 21. The contractor is to verify field conditions prior to and during construction and notify Gr eFmway Engineering V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE SPACES PROVi3ED = 42 REQUIRED HANDICAP SPACES Q W � O O O at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. markings must be installed by the developer or at VDOT's discretion, by VDOT on an account SPACES PROVIDED = 85 � � 22. Controlled fills shall be compacted to 9590 of maximum density as determined by method "A" per standard receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom the be (6) feet the the be installed ' REQUIRED WAREHOUSE PARKING HC SPACES REQUIRED = 4 SPACE PER EMPLOYEE E HC SPACES PROVIDED = 4 O proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered of sign shall six above edge of pavement and post shall EXISTING STREET LIGHT 1 professional engineer and results submitted to Frederick County prior to pavement construction. If aREQUIRED a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on SPACES REQUIRED LOADING SPACE W eotechnical report has been prepared, it should supersede the requirements in this note. g P P P P q ContVDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office PROPOSED STREET NAME SIGN � SPACES PROVIDED = 30 1 SPACE PER 40,000 sf FLOOR AREA W � q with any questions regarding sign material and placement. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating V18. The developer must to the local VDOT office a list of all material sources to PROPOSED SANITARY LATERAL CIEANOUT SPACES REQUIRED = 1 Z 0-11 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines provide prior construction. Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total SANITARY MANHOLE IDENTIFIER 12 SPACES PROVIDED = 8 = 044 E- prices TOTAL SPACES PROVIDED = 85 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. may be obscured. STORM DRAIN STRUCTURE IDENTIFIEIZR O V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE ---------- ----- tests. A certified copy of the test results shall be provided to the Residency Office. In additions to O checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE UTILITY CONTA CTS present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION 12.0 TRIP GENERATION DATA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION + ?I5 3 CLASS USE TRIP RATE USE VPD Water/Sewer: Frederick County Sanitation Authority specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. EXISTING TREE LINE P.O. Box A certified copy of the test results shall be provided to the Residency Office. A VDOT representative "'1 "W,' ^1`'`"ti �'`" '-�- V Winchester, VA. 22604 shall be notified and given the opportunity to be present during the construction and testing of the _ �� VEHIC TRIPS PER DAY 66 r, control strip. �� } TRUC TRIPS PER DAY 4 (540) 868-1061 EXISTING TREE '�5 f5" C?A.K � 5" PINE FORT COLLIER EN ONCE LIMITED TO TRUCK TRAFFIC) V21. Approval of these plans shall expire three (3) years from the date of the approval letter. Power: Allegheny Power P.O. Box 1458 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE _ ��vJ 15" OAK 15" PINE Hagerstown, MD 21741 FCSA CONSTRUCTION NOTES 1-800-654-3317 INFORMATION PROVIDED BY OWNE R OF STAFF BASED ON DELIVERIES. Phone: Bell -Atlantic ACTUAL NUMBP AND P.O. Box 17398 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES Baltimore, MD 21297 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION SEAL CO VER SHEET (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Project Name: Gas: Shenandoah Gas Co. P.O. Box 2400 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. NORTHWESTERN WORKSHOP Winchester, VA 22604 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF TH OF (540) 869-1111 MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TOr BE SET TO THE, FINAL GRADE OF THE TAT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN �f U JASON J, THOMAS 9' Owner: Address, Including Zip 828 SMITHFIEL D BOB SOWERS WINCHESTER, VA Code & Telephone AVE. 22602 No. FIRE MARSHAL S NOTE PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX "0 NO, 032285 � (540)667-0809 FAX (540)722-4710 Fire lane markings and signage: ASSEMBLY INSTALLED CORRECTLY. �p� a Developer: Develo P Address, Including Zip Code &Telephone No. Any "No Parking" signs and yellow painted curb locations will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: C�' 1 s`SIoNAL� by field inspection at the direction of the Fire Marshall's Office. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING 828 LD EVA AVE. ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX BOB SOWERS WINCHESTER, 2 602 FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8% 3/4" AND 1" WATER SERVICES. (540)667-0809 FAX (540)722-4710 C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. STATIC PRESSURE = STATIC PRESSURE = PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE = THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL. ALL SEWER LATERALS. GREENWAY ENGINEERING WINCHESTER, VA 22602 AVAILABLE FLOW = AVAILABLE FLOW = (540) (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: DATE: MARCH 2O01 ALL A. THE AUTHORITY SHALL FURNISH ALABOR AND MATERIALS TO MAKE THE TAP. SHEET 1 COVER SHEET PROFESSIONAL SEAL & SIGNATURE SOURCE: SOURCE: B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE SHEET 2 SITE PLAN DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS SHEET 3 E & S PLAN THESE PLANS ARE IN CONFORMANCE WITH COMPLETED. SHEET 4 DETAILS COUNTY OF FREDERICK STANDARDS AND N/A 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHEET 5 DETAILS ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY: HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO DI R OF PLANNING DEPART DATE ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. CONSTRUCTION. JJT Handicapped parking spaces and aisles shall slope 9. ALL. FIRE LINES SHALL. HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY .OR A JOB NO. 2127 no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. COUNTY ADMINISTRATOR DATE LLL�� SHEET 1 OF 5 r 0 a 0 0 Cu m_ L a a L LL- 01 3 .3 RJ O I t\ N N / W U) Z a J d m c L ai CD c 01 c w / z cr w rn w 3 S H S 0 z r; / U) a) O D WINCHESTER WAREHOU911J-s' INC DB 519, PCs 201 ZONED : M-2 USE - WARENOUSE TM. 54-A-13 -Z:� rEX.7 wv 0- tvv INACTIVE >44 r ,, N4�y 42 2�4 N -721.Fp ! I i 1 ► I `-- 1 vollepel Net OJARLES PETROLEUM INC ,, I� y PG 22't THE SALVATION ARMY I I i � `� `L ` `�.*\ \ � / f , � �y � _, �;--" jl \ CS24YEL AREA {: f /wry � � DB 616,M-2 DB 6D, B 118' �``yl f �� -~ y `� it it -' /\� } I I I / 1 SN7r-pRlAc)-- UNSPE&FIED/ .--� / i / I ZONED,SERVIGEs ZONED I _ t USE : BENEVOLENT/CHARITABLE `- `~ f I W/ CO / ~Y' i rI } +' IJSE :RETAIL AND F `� -. ~- -y \ i i f f f 15RUSH AREA } ,y(a i TM.54-A-19 TM. 54-A 36 1 y -� - . , i i _ _ �__ _ __ _ f- _ _ _ _ ✓ `� � I i ! I I If t wIDT}I ! t HENADCAH �x� 1=a5EMEN t 1 , RUSH AREA i ~�. , If I ,�% f HEREBY/DEDICATE S 20 MA ---,� -- --�- -- ---�- + ------ --71 fifxJA:t E Ji a (� TIE INTO EX. CURB COUNT FDERICK c`ae �+ USE =LOCAL GOVEW"IENT(S c 60,01 TM. 54-A-93 VV I I ALL PLASTIC PIPE SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS ELEGTRIG SERVIGE TO BE GOORDINATED WITH POWER GOMPANY 0 Z — W W Z CD Z W cv O c0 U) co acv CC) I rn Z x C't) I �� LUQ) .d +' 0� 00 W Lo Hw M v >-. b 0tko w� O 5 a 1A �~ M ►� Lo 00 N a HMo z r O Z 0t03 pRo� u"' I o Z NET FOR jiAP IF.H. vpo-YAZAKI CORFORATIOt a WV' 6 BY G.S.A. DB W3, PCs 640 ZONED : M-1 ' GA USE MANUFACTURING w C� ALVE I DATE: APRIL 2001 SCALE: 1" = 30' DESIGNED BY. JJT FILE NO. 2127 SHEET 2 OF 5 x 3 a 0 0 do U) 0 m L a L L.L 0 U) w I t` C•ll CU / w cn z a J d cn C :u C .H Q, C w / z w w Im CD z I r` Clt CV G7 .Di u- 0 PARKING TREES SYM. BOTANICAL NAME COLON NAME SIZE (HEIGHT) QUANTITY Acer SUGAR 5 sacchrum MAPLE 2" GAL 0 BRADFORD 2" GAL 5 PEAR Gupressocyparls Leylandil LEYLAND GYPRESS 6' HEIGHT 8' O.G. 53 Liy� EROSION/SEDIMENT CONTROL LEGEND UIINCHESTER WAREHOUSIN64, INC De sn' f=G 20, ZONED : M-2 USE : U1Al4EHouff TM, 54-A•13eLDG / \~ 1 7=lw Q�ll Owl o t, �- - (+ try. 'TiV~,�Ti4� 4 __. W 721.�a-- FH •� ) EX. ,�� Rci� � � \ \ � "lam � r 25 J// �` �� / , (' •"�''"' i \ � � r,.--- """""' vollaybe(FI NaT1 THE SALVATION MY GL ,FoCa. Pa lien 18, / ZONED : f I J j SHELTER r- -- -'y r USE.: LENEv0LENTICNARITAt5L1= 1�. "" ti , -�' 1 / GRAVEL. AREA TM. I3A-A-36P / , up CONC. PACT � UNSFTfFl£D Uii� / 1 F 15WENALICA++ GA EASEMENT ✓ �� '( } fgN AREA ' \ ( NEtEBY" DEDICATE AS .10- - Y �" - —r - "X4 E � - pE13 RV^ I `^- �° PEAR EROSION AND SEDIMENT CONTROL NARRATIVE: 'F� 7, 7iI 17G 1PROJECT 1 / / ion�0.8 ,/\ 6 85 T/r- -J iTHE PR JE T IS LOCATED AT THE EXISTING NORTHWESTERN WORKSHOP SITE THIS SITE IS CURRENTLY => !0 '° MAP i CGFF• Pp - 15' BRL / spur .{ a1RE4 2" EAR {" ►I4CPLE J 1, 1 1/ �41 1 _4 ( O 0 GLA z�+ u5E _ R.ETA ,tip T.M. r 0 Ik J � OPERATED AS A MANUFACTURING FACILITY. THI5 51TE PLAN PROPOSES THE CONSTRUCTION OF A 12,000 S.F. 4' i (�/ �! i I ?" r: �l n / q !, f' ° ( �tos� �! _ fi c � tJ r� � 1" I-IAF'I.E WAREHOUSE, ASSOCIATED PARKING, AGGE55 ROAD, 5TORMWATER CONTROLS, AND UTILITY EXTENSIONS. THE / / ( ts� / I ( �+ l /^� h -- / TOTAL PROPERTY CONSISTS OF ABOUT 6 ACRES OF WHICH APPROXIMATELY 2 ACRES WILL BE DISTURBED FOR 1 / THE CONSTRUCTION OF THESE IMPROVEMENTS. +/, #/ / , { / �f�y� /! / I L—L- EXISTING SITE CONDITIONS 2.3 f ( \ �' 10 5TIC, / �! `� / / .-.-.. -.G. --.-- � 1 -'► r 1 NORTHWESTERN WORKSHOP CURRENTLY OCCUPIES THE SITE. A MAJORITY OF THE PROPOSED PROJECT AREA IS / /��+� �f ( t / 7o7.1'r� f�- 3I4 T/c / / J 1P OPEN AND 6RA55-GOVERED. THE ENTIRE SITE DRAINS TO FT. COLLIER ROAD. ) �. R!rt-7L !,� - ((�--�-' / : / l IP a✓- 701 TIC / � � _ i EXI TlN� / � � ��. ,aRoPosi >a ADJACENT PROPERTY I �' !' f = I >' Q �A / -`- 5i� I N ALK / / J) A ENT/ \ -- _� j __ _ OFFI DITION "� .. , THE SITE 15 BOUNDED BY MANUFACTURING PROPERTY TO THE NORTH, EAST, AND WEST, AND THE SALVATION L ( / / / I I / / {``+ ►sic �, g� ARMY TO THE SOUTH. I (((( « X ( r / �'. / A { %�2 G 0/5.F. i - EX. '' L�C•K C?t�t�fa5 EROSION AND SEDIMENT CONTROL MEASURES IP V C �a 70- ! T`fc t �- la /NAf7 0u5E / a / ••-.•- •-•- ---•-. --- �--- �+�c — Q I N AN SEDIMENT CONTROL MEASURES / O \ \ � � �( � / 707 � #/c � d ' { � / { � c / � � --� � — �a I s 9 UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL ER05 O D SED ME GON OL E ?J _ > .�. -112.0 , I G _ �.. KE SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPEGIFIGATION5 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VE5GH). ` I f 706•Ob,4 I 'C,7h�?.5 T I: l EXIyTII,* SUll-VINO STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE SHALL BE PROVIDED ON SITE. RUNOFF FROM THE ENTRANCE SHALL BE �`' ` I ; f�• ! (GONr) . e ( / / ! r� �, �I+ r� a CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. +'' TRUc K, a f ! �.vE HEAP V , OR. I p /�ti y ) 215' �p 'SHOP - `� 1 :� GDtX2i� 1 :... % f V I' �' 7 ti NOi cTHll1E8Ti" INLET PR TEGTION SHALL BE INSTALLED ON THE EXISTING DOUBLE 18" CMP'S UNDER THE SALVATION ARMY \ ( t NLE O 1 ' 1 TZI LL -700 bG ; 12 D 712. -71�►••••� v DRIVEWAY. ALL OTHER INLET PROTECTION SHALL BE INSTALLED AS PROPOSED STORM DRAINS ARE Ir • �� \ f ' 5d-A-8lD ` 0 CONSTRUCTED., �►�, fir78.0 ` �_ /`A i \ 716 f �` f` ` w (b j \ _1 j �I- THE SEDIMENT TRAP SHALL BE CONSTRUCTED A5 A FIRST STEP MEASURE �� � � � , � 1 � � 711• � a• � __., { ��- yl ( 1 � � w � I � c , f! 1. EX. J 6DLL,AR. ; (T Y .) O \ i J ., \ ` r + K�IJ F' �rA�. -... GG iC•i� I/ RAr111P EX, a EiLGCs/ 1 c+ 'ICc' \ '� \✓ SILT FENCE SHALL BE INSTALLED A5 SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. ! IrdGRESG/ E6,RE-55 EA5EHENT , , \ iP VATE.A I 'a ��B.F�t M�,•.� nil G CHECK DAMS SHALL BE INSTALLED ONCE DITCHES HAVE BEEN CONSTRUCTED. D3 Fx�b PG E>80 \ __ \ ^� �f ( �....... PRO �.... �( r tt ` 2 —T VEGETATIVE MEASURES PORT COLLIER GROUP, / \r i00. T/G ` t O r fI J1 !t� t�f!f t --� PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) �— �" ,� I ZCrvBD : M_a 5T t 7r75. IP �'.�. w-'�------ i 6 mt� L mar!• �x t vJ^ uwR eEevtce DAYS AFTER FINAL GRADING 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION u5E : d� O TM. 5a A-3ra19 10024 ` 7D5.1 V. rN w,.. 77 SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL �z 7 _�. \ y �(----~�---- J/Q T4�oE - ' YY _____� - a;a r�n!h2Q REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT 501E STABILIZATION SHALL BE APPLIED --- TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. t )2.5 T/ ' 'N6291112 3 TOPSOIL THAT HAS BEEN STOCKPILED 15 TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH - �r �L - rt ,,E rant L AT 1 \ AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. 7o�• v.�� ' o�• 1 1 ~° cH !N BENCH ) l } J 1 �( ro�d}, G a e Nc +a / \' .. \ J . _ ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED i _ lI / AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER. / % _ 102 , T •� `'`` -- 7� MANAGEMENT 5TRATEGIES <L- CONSTRUCTION SHALL BE SEOUENGED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS �00"2 EN, DOUBLE cr TPs CouNTY OF �c>s�elc+c �~ POSSIBLE. !2' �" EXTEND i3' ZONED ` m-I I oD.g5 �00.+a T/C. us>^ s LOCAL GOVERNMENT SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND TM, Bd-A-W MULCHED IMMEDIATELY AFTER INSTALLATION. C� THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION -+ AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE GLEANED UP AND �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o CD N 0 a� aCQ Zxa 062 W 4 0 �LO Lo to �4 $-4 w to N A TH Ok yI o JASON J, THOMAS 9 w No.032285 k�QNAL - ,o a 0 I 4 aw NET FOR AP F-R `,ADO-1, De f--1 E'•Y F G �.A. z E 1 , 6' • GAT ,ACNE USE T Ili i z n o P" 3 Q> z E �z a Z �:) wo Ix O U W �� o H w 7� W w ~ Q 3 z W � O z O 0-4 O C0 W W DATE: APRIL 2001 SCALE: 1"=40' DESIGNED BY: JJT FILE NO. 2127 SHEET 3 OF 5 3 Q 0 O CU CD O C- I pr 3 O OJ T] I t\ CV CU F-- L1J (J7 Z Q J a L CD c C LLJ FT- Z W f- LLJ l- CC O z r\ C"i / cn L2 0 TEMPORARY SEDIMENT TRAP 1' VARIABLE« ORIGINAL v GROUND I as ELEV. 1.0' 87 CD. YD./ACRE \ a VARIABLE N � 87 AC Ct1. YET./1 4' MAX_ \ (EXCAVATED)RE FILTER CLOTH ORIGINAL GROUND ELEV. SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECT[ON OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ (IX DRAINAGE AREA (IN AC.) DIVERSION as - DIKE COARSE AGGREGATE EXCAVATED /nLT ER CLOTH AREA eke COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 SEEP INS NC)TES- I. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 411. 2. PULVERIZED AGaRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO 501L AT A RATE OF 92 L55. PER 1000 SF. (2 TONS PER ACRE). 3. 1=ERTTLIZE Wrl 10-TO-TO AT A RATE OF 23 L55. PER 1000 5F. (1000 LBS. PER ACRE). 4. SEED MIX SHALL CONSIST OF 61q KENTUCKY 31 TALL FESUE AND 33% SERICEA LE5PEDEZA APPLIED AT THE RATE OF 120 LB5. PER ACRE. 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 L55. PER AGRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. PIPE OUTLET CONDITIONS A 4 `IPE OUTLET TO FLAT REA WITH NO DEFINED 'HANNEL L a 0%-• d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN.) 'IPE OUTLET TO WELL IEFINED CHANNEL u i d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.18-1 R 0 CK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: FIL (OF (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE FLOW - 0 2-10 ACRES OF DRAINAGE AREA: FIL (01 (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE FLOW �?l 3' SOURCE: VA. DSWC CLASS I RIPRAP .��. ���: •tea. imm �11�►i�+ L •1► � •'>♦ reef►r�t��'� « A ra Was id r Ill 1 rgoolgii1l 01 'I THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 PLATE. 3.20-1 2•R STONE CONSTRUCTION ENTRANCE DOSTING 70' MIN. A FILTER CLOTH—" 6" MIN. I A 1 SIDE ELEVATION 12' MIN. 70' MIN. B WASHRACK r(OPTiONAL) 10, MIN. LVWT /1 I I f-P05mVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPER4710N SECTION A -A D0SnNG - PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 10' MIN. EXISTING PAVEMENT 10' MIN. REINFORCED CONCRETE J DRAIN SPACE SECTION B-B SOURCE.' ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 .e . • : 1•;1' . A. The bottom of the curb and gutter may be constructed parallel to the slope of subb.- courses provided a minimum depth of 7' Is maintained. Thisaro may be concrete For use with stabilized upon-grodad at tit option of the contractor drainage layer, the bottom of the cab This curb may be used when parobal a gutterto the slops, of subbase cbe octild unsels design speed h 40 MPH o leas and to the depth of the pavement on Rural highways and 45 MPH or lees in developed urban k suburban arena. Ifthese design speed• - de exceed Standard -7 is rsqulmd. Nate: Combination curb k gutter having a radius of 300' or lees (along race of curb) .hall be paid for am radial combination curb gutter. This Rem may be precast or cast In place. Concrete to be Class A3 it oast in place, 4000PSI If prectnt. RETIE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 01-1 Stepe ars to be provided when H Is 4'-0' or greater 4 -2' For details see Sfd. Si-1. I Ili- _JI I NOTES Z'-7• * r ola....p lade ,n. WNmum depth (H) b Ibe ten. r« gr.oer a4ln .en 12" min. Standwhen sd Ix-1A • Cd� � w yr yeylbd an piers Plan N b h. costhopedo 1rLL• e• eepW .eT� n awaNw.e wIet 9orederd Plan 6-1. TM aaai d r A A H A /r0. « hx,dNe wm , , , or moues. 4hddw,td b ow r ^ fill I °a .wen «sass 1. to e..hwaed In m. one. bid f« the d p '' L J Y4}7 12' f2•-is-frw >w• 4Jhi easplMa MMMeh Thh his. req be preeeel «east In ptao. I -- NI seal n •Moe a-.*.6.b. Coss AL Far present •' . See 9nent 0Y05. xJ_ . 'N ' Th. N dlnwenion alsaeh the Aondol and epesMd a' on the, plans as be nwenved from e. Imerl d lots wR- SECTION A -A fad pipe to e. bop of she at ictim Nan 1f am..w» 91f• E-- h. 2'-7' g14• from nwe aanatwn..� ►ro poses.. and - cabal ela.nNa,. e a ,lhe.rrdend the Contracts 4'-2' PLAN n low seam th.'""t at u. -Va pip. le high. than tl. bottom of the .baeGra eh. Imwt al tit .tracf,.e (Grate Removed) +tee snwpth ooawe o apvrox. 1Y CONCRETE QUANTITIES FOR MIN. DEPTH +b be +toped weh sensor mxbr ro 1. , stand a b w phased n d sees. oepa.d _ « pa N N a eater n th..huo - Th. peat f« .w." hole islet 12'A2' plastic hardware to OvIbng concnite to prwlwtt 15' oars. pipe-1.31D C. Yd. CansNe vet hdhd W 4hohNtl „tit prb bid fs ddrl en rtrh or g�vaNzed hNenl n4e. In WHaniantdovels a 2'x4• rolah be 15' cores. pipe-1.e20 Cu. Yea Cana•. mNmum w•r dla. 0.W srcn, nmbr 4 "1Oy 24" - ops-1 A17 Co. Yda Corwreta n.eh handcar dote, ohwhare t4mhy to alMssa sae sYaneerd r-ix-J.e oWlae d Mucwn. 1 alternate desgn Add 0.4ee CuZey-Yde, par addebnd fad d depth. 'A SECTION STEEL -� -X SEcTIO 1 CAST IRON 1 -g• _{ 6 x NOTES L2 ox2K•xJ{� 1'-3 r 2 I-7' c� to be 7 with collar � � � O � � II� One *aided B tTC Any ftmotmetof anchorage,joint meeting the approval of the Engin«rC. , •'o may be substituted for the cast Iron iu loge as shownhownbhereon. Optional ffilM Weld Brace Ribs all eonn.etora 43.Bib.. 6633 Ibis to tailor Inducting inducting N connecor loge _ G&v or CAST 11j I" 2-I IRON �J + J4'x11ft"x4' lugs 1• %'.4' Stud Shaer connector l ���11 � • I--116' yc SECTION C-C N APPROXIMATE WEIGHT 2 Cast Iron SECTION B-B DIMENiSiONS FOR Grate 363 d: 18 lbs. CAST IRON ONLY DETAILS OF COLLAR AND GRATE STANDARD DROP INLET SPECIFICATION 12"-24" PIPE MAXIMUM DEPTH (H)=10' REFERENCE I VIRGINIA DEPARTMENT 2333 104.01 TRANSPORTATION PAVEMENTS/ 2' CURS CUT -0111 No 2' G a � OT SPEC. 414.03, CL. I, TYPE A T1'FE i SCUPi=>ER DETAIL NOT TO SCALE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE S UPPOR T) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MIAX. I FLOW 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. III ✓ aY• _; _1 FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSTC 1 and lfyant CG-11 XXStreet approach same (radius to be as A surfacing as mainline shown on plans) roadway -, C (Radius to be as \ , Radial ombinatlon shown on plans) � curb and gutter �2" B I 6" x 6" Class A3 AA e Optional Flow Lin I ----- ---- Concrete ' Expansion nt o I Expansion Joint A -I SECTION C-C Note: Wldth "B' 2'-0' or as Mainline roadway shown on typical section. PLAN VIEW Construct Grade changes with a parabolic curve. 10' Parabolic Curve Edge of shoulder 8X Max. or Optional Flow Line Slope Change D When St'd. CG-11 is used for entrances built in conjunction with VDOT ro'1ecte lease Mainline Roadway P . P note the following: 8% Max f: Slope Change D X)K Mainline pavement shall be constructed D to the R/W line (except any subgrade 40' Min, for Street Connection stabilization required for mainline pavement which can be omitted In 20' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A - A AL Radial curb combination curb and gutter Shall not be constructed beyond the R/W line except for replacement purposes. When used in conjunction with Standard Guidelines for Grade Change D CG-3 or CG-7, the curb face on this Standard to to be adjusted to match the Entrance Volume Desirable Maximum mountable curb configuration. High (more than 1500 VPD) O % 3 X See Standard CG-12 for Curb Ramp design to be used with this Standard. Medium e500-1500 VPD) 3 X a % When the entrance rods cannot accommodate the turning requirements of anticipated heavy Low (lose than 500 VPD) 6 X 8 X truck traffic, consideration should be given to Increasing the depth of adjacent proposed sidewalk to 7 Inches. I Optional flowline may be used for entrances in cut sections. Optional fiowline may require warping of a portion of gutter to preclude ponding of water. SPECIR RCATIO METHOD OF TREATMENT- 602 CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES 2D3oa VIRGINIA DEPARTMENT OF TRANSPORTATION PLATE. 3.05-2 Z W UJ - w O cp C\2 LL) It 1-4 C\1 It aCO ICI 00 to rn �> x of to C\2 W ZI- Q) W02 Lo I -) t .�-I CO Tn s -4 0 W U7 W N Q TH OF � o r� Ll JASHN J, THOMAS N0, 032285 'O ��ss jo 01 NAL H o w Z E- W O z a W � Q l-� W � cc 0 Z DATE: APRIL 2001 SCALE: N/A DESIGNED BY: JJT FILE NO. 2127 SHEET 4 OF 5 x Q CD C'U 0 L a L w C3, 3z -1 1 D / w In z a J d o, L OJ CD r, w / z w t- U) w cc 0 z r` Cu Cu to 0 IAn. PoY Line CO-12 iT- - T psf tine 00-t2 �I I� V widM o�oo ®,Fa, 4' W. Sde,plk Spero. o 5■a'Bane l2'c-c RADIAL PLAN Concrete oe )' A 3'-O' P. w ..late g•_Q• ►pre• '_Q•-- construction Joint vr. wiAh • Sidewalk or o P S �« 1 Taper tub height down - to 0 at tro. point or continue at fro height .hers applicabls. *5 x 6' Barv*12 ' c-c Mfninx,n Concrete Vor. width Slabwak cover II • or Sidewalk Space, Perim"* Construction Joint Par tine CG- TYPICAL ALTERNATE RADIAL PUN FOR USE AT APPLICABLE STREET CONNECTIONS AND COMMERCIAL ENTRANCES. *For commercial entrance (H emy Truck Traffo Ardkfpated) see Standard CG-13 sties 203.10 Slope 12 1 MaAmurn A TANGENT PLAN a'b. Is VIEW ® 7' chars St'd.00-3 Cg-7 Is used. Cub ramp Poor to be class A-3 ConcreM (doss A-4 if precast) with .lip-msietant into" 7'-4'is the n**rwn d.becteble waning surface covering the entire wilt, of the romp floor (ramp loon may be ®6 SO. CC-2 I Sids"ok Arsa ng4rwnent to (with or sithout buffer strip) acNw o o 12: 1 slops precast or coat in plooe). The detectable war" shall b. provided by w exposed aggregate finish. Romp shall not exceed a moxinxan slope of 12 1. Fl asd side of curb ramp to be poured monolithically with romp Roar or by uslnq per - or CG-6 - 6.331C Max. a rniesibl. construction joint wft required bars. 4. Y ramp fluor is pr,co t holes ffAm be provided for does ban so Yet odjoinkn flared 4 aides con be cost in pioce after placement of lxecos ronq 11 o . Precast concrete shall be class A-4. 7' DEM TO BE USED WHEN THE QRRANCE RAM CAHWT ACCOW MATE THE TURNING Required bars ore to be 140.5 x a' placed 1' center bo cenb.r alaq both slates of the romp SECTION A -A REQUIREMOM of AMMIPATED HEAVY TR" floor. mid -depth of romp floor. MlNimwn concrete cover 1%'. TRAFFIC. Curb rarnpe will be mse.aw and pole for at the contract unit prose for Hyamnrllt Cernerrl ConcrSidewalkteSidewalkgg and Exposed oregate sidwook conVbo% in pose. s x tY Bon 12'c-c • Permissible Construction Cub/curb and gutter slope ban Wbon, od)acwd bo cub ramps are Included in payment Sop 12 1 Maxirr.,n 'toed for cub/out and gutter. This Rem may be • precast a tool >n plops. W „n used In oonjunction with standard CC-3 or CCr7, the cub nice an this StardorM Is .. .. •�•. to be adjusted to match the mountable arrb configuration. . -• • .: Curb Ranpa are to be located os stusn an the plan or a directed by the Engineer. ® Aocess". rate is 4.&.d as a ocall u. SECTION B-B They ors to be proWded at intersections wherww an accessible routelg,fthin tatight r- of - aabstmcled, .fable, firm and elp resistant ts Umof Exposed aggregate sidewok Path oonwctig allaocseslbl. eWn-f of a way of a Highway Facility crow"s a curb regardless of whether Wdewulk is exi tiM proposed or nonexistent. They may be offset from pedestrian aosesaks as shosn on Wan facility that can be approached, entered and or as directed by the Engineer, but should not be located behind vehicle stopt wins. V Treatment whrst width of sidewalk or skbwak used by persons "ith ^1pbilitF k npokrnenta. E detinq fight poles. " hydrants, drop iWte. eta sill also aRerd placement space is less than 7'-4' CURB RAMP SRE (PERSONS WITH MOBILITY IMPAIRMENTS) "3'09 Revised 3-25-" VIRGINIA DEPARTMENT OF TRANSPORTATION DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING r r r row r rrr r r MIN. 5' �1w!' WHERE DRIPLINE IS LESS THAN 5' "• r� CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. Ill, Fairfax Co., Va., 1976 Plate 3.38-1 FLARED END SECTIONS FOR ADS PIPE SIZE PRODUCT GORE 10" / 12" (250/300mm) MR PES 12 15" (375mm) MR PES 15 15" (450mm) MR PES 18 24" (600mm) MR PES 24 50" (750mm) MR PES 50 36" 000mm) MR PIES 36 STORM SEWER DESIGN COMPUTATIONS TOP VIEW STAINLESS STEEL _ \ THREADED FASTENER SIDE VIEW FRONT VIEW FLARED END SEGTION TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) T INSTALLATION CRITERIA TAMP FIRMLY ANCHOR SLOT i 6" TO 12" 2" TAMP CHECK SLOT FIRMLY 6" TO 12" JUNCTION SLOT ANCHOR SLOT NOTES /?//" APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". 12" MAX. 4:1 OR FLATTER 6" MAX. STEEPER THAN 4:1 EDGE AND END JOINTS TO BE SNUGLY ABUTTED I (JUTE MESH WILL HAVE 1 I I STAPLED LAP JOINT IN LIEU OF EDGE JOINT) I I I I I I I I I I I I 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 I I I T I I I# I I I I I I I I I I I I I I I I I I I I CHECK SLOT -41-I 1--d--T"TO 2" I I I I I I I I I I I I I VAR.T� VAR. 6' TO 8" MIN. PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM N0.11 STEEL WIRE. *CHECK SLOTS AT MIN. 50 C-C INTERVALS; 8" STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL 6" STAPLE MIN. LENGTH FOR OTHER SOIL. "r-n►ADIhIATinAi"Ml Akl1i1-�� TAMP FIRMLY 6" TO 12" SOURCE: VDOT ROAD AND BRIDGE STANDARDS TERMINAL FOLD i - r TAMP FIRMLY 2- 4- 00 00 oar` "D '-' C� --; �6 CDCD�o CiJ� CD CD z oz oz Qo .0 -0 705 705 U J_ __ Lj ._. J.. w Ltr [L W I 10 00 VC CREST STA, 28,51 ELEVATION, 701.05 + CD +0.i t 0,67 Li 700 ' _. ..._ ._ p e . . ._._...__.__._.__.__..____._.___.._.___._.___ . 700 0_ 0+0 0+50 1+00 SAG STA. 38.83 8,00 VC ELEVATION 700.95 00 0 o m o� o CD o CD v -i ,D 6 CD CD 0 0 + + o Z o Z o Z Qa Qa ¢a 0 Q � Q > > _> Li w >J >J >-1 W L,J a- W W W ENTR AN F PROFILE SCALE HORIZ,30' VERT,3' T PLATE: 3.36-2 SET TREE LEVEL AND PLLf'0 STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE WITH, TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE ENCASE WIRE AROUND TFWNCK IN BLACK RUBBER HOSE. SECURE AT HEIGHT ABOVE FINISHED GRADE EQUAL TO I/3-1/2 OF TREE REMOVE TOP 1/3 OF CURL AP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL GUY WIRE 012 GAJCsE 2" DOUBLE SHREDDED HARDWOOD 3' SOIL SAUCER 3 STAKES BACKFILL -I II I III- I I IGHTLY COMPACTED SETTLING MOUND - -TTT � � SUBGRADE TYPICAL PLANTINCs DETAIL-- EVERGREEN TREES (NOT TO SCALE) RUBBER HOSE GUY WIRE 41[2 GAUGE TURNBUCKLE TREE WRAP WITH 501: OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MI. LCH/3" SAUCER PLACE TOP 1/8"OF ROOTBALL A50VE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER Tt�l (NOT TO SCALE) 12.0' to EX. FT. COLLIER RD PVMT. SECT. X Orn VARIES 1 PROP. PVMT. SECTION 1-1/2" - 5M-1215A 3" - BM-250 8" - 21- TAPER MILL 12"x1-1/2" TIE IN JOINT EXTEND 21-8 I' BEYOND EP/ BACK OF CURB TYf=1GAL SECTION PT. COLLIER ROAD NOT TO SCALE n(HI-0 CPP) =0.013 FROM POINT TO POINT D.A. D.A. (acres) RUNOFF COEF, (C) CA INLET Tc (MIN) I (IN/HR) Q (10) (CFS) INV. IN INV, OUT LENGTH (FT) SLOPE (FT/FT) HEIGHT, B (IN) WIDTH, W (IN) DES, CAP, (CFS) VEL• (FT/SEC) FLOW TIME (MIN) NOTES Cap. Chk INCR, ACCUM, 1 2 D 0,82 0.55 0.45 0.45 5.0 6.8 3,05 702.40 700.50 80 0.024 15 15 9.97 8.13 0.2 HI-Q CPP o•k• 3 4 B 0,18 0.90 0.90 0,90 5.0 6.8 6.12 703.60 703.20 50 0.008 18 18 9.41 5.33 0.2 HI-Q CPP OR. 5 6 C 0.74 0.90 0.67 0.67 1 5.0 6,8 1 4.55 710.30 1 710.00 52 1 0.006 15 15 1 4.92 4.01 1 0.2 HI-Q CPP o•k• INLET NO. TYPE RIM 1 ES --- 2 ES --- 3 ES --- 4 DI-1 705.6 5 ES --- 6 DI-1 712.3 STORM PROFILES OMITTED FOR THIS SUBMITTAL PRIVATE PUMP STATION DETAIL 20H) -H 11' GRADE MtU5T COVER SLOPE AWAY FROM OVER DISCH STATION GRADE GRADE t IN NVVERT NVERT DEPTH 41.6 57.3' 36.0 I DISCHARGE: 1-1/4 FEMALE PIPE INLET EPDM GROMMET F THREAD to 29.5 ••, - i 4' DWV PIPE (STANDARD **SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS NOTE: A CONCRETE ANCHOR OF 1500 Ibs (9.8 Cu ft) IS REQUIRED ON ALL MODEL 2010 58' STATIONS. FILL TO GRADE WITH CLEAN, COMPACTABLE BACKFILL, SUCH AS U I NSF cip PEA GRAVEL OR CRUSHED STONE, 1/8' - 3/4- IN SIZE. L CLAY AND SILTS ARE NOT ACCEPTABLE BACKFILL POURED PRE -CAST IN�� SGS CAH 01/21/99 A 1/16 DR BY CHK'D DATE ISSUE SCALE Xx � • '� • S�W�P� 8V84�IIbq� UNDISTURBED x EARTH a MODEL 2010-58 y CONCRETE k PA 0856 P02 ANCHOR :: �.: GRAVEL BEDDING MAX FLOW: 700 GPD PLUMBING CONTRACTOR TO SET INVERTS ONS I TE T"rF=' I CAL FAVEMENT SECTION NOT TO SCALE LIGHT Pf4YE1IENT SECTION .� • 1weRe� coo;-"%weW0w %wewe�o •��. e•r.••�e. sir. •��. •f♦�.••�e. •fix. •��. •��. •I � i • . / . - • PAVEMENT DE51GN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. 501L TEST OF THE 51.15GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt2-vd0t ONS 1 TE Tk*'F I GAL F AVEMENT 5E CT I ON NOT TO SCALE PEAVV ' F,4VEMENT SECTION PAVEMENT DESIGN BASED ON A 5UBGRADE CBR DESIGN VALVE OF 6. 501L TEST OF THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-PVmt3-Vd0t Z W W Z - Z WC\2 o CO to CO_ C\! _ct aCO d• C\! to C\j W E+' W tj•� �d W 0 W z 0 TH OF Y o jar JASON J, THOMAS NO.032285 'o lo _ NAL _ d 0 x w Y O 3 (D CC �D ` ' W CD N3 W 3 x a 0 z DATE: APRIL 2001 SCALE: N/A DESIGNED BY JJT FILE NO. 2127 SHEET 5 OF 5 x