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HomeMy WebLinkAbout25-04 Advance Mortgage Service - Office - Back Creek - BackfileI .1 v N N 0 O 0 N N N O 0 3 v F- U N N O m U) c ca a z W w w z 3 z w Y L m o_ a� N m 0 W c W Y N m .n 0 1. 2. 3. 4. 5. 6. 7. 8. GENERAL NOTES Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. �� The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. V DOT GENERAL NOTES Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation VDOT Road and Bridge Specifications and Standards the Virginia Erosion and 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 govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including 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 be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision will be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged LEGEND EXISTING INTERMEDIATE CONTOUR - - - - -" - EXISTING INDEX CONTOUR - -" - - - - - 330 PROPOSED CONTOUR 40 EX E P EXISTING EDGE OF PAVEMENT / PROP E P PROPOSED EDGE OF PAVEMENT / EXISTING CURB AND GUTTER EX C&G PROP C&G PROPOSED CURB AND GUTTER CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T _ EX. 15" RCP EXISTING STORM SEWER PROP. 15 RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER S Sa EXISTING ELECTRIC SERVICE VICINITY MAP SCALE: 1" = 2000' a Z �■ LU Z 0 iii 0CD N N a o ROO ., $_, �> x s: W b ku .. 0 ii■ c x x �' m '� CD C o In C I rn LO C � 0 I 96 `r' H w SITE ' S . �. 10„ �' ' 1 - 2D ,2E 1G b 89A :C2 B I O a 13 m `�' '° " aP A° e,� `+. 1B �' "' � „�, °'' '° "B „ ®� '� emy a,a WA � 90A °' 87 '° SHEET INDEX 9 19 �, �4 o � W U) 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 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. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take P P Y Y whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. Notification shall be given to the appropriate utility company prior to construction of water and/or :unitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the f.;urrent standards and specifications of Frederick County and/or the Frederick County Public Service Authority. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed P Y Y g prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to .Frederick County Public Service Authority prior to issuance of grading and/or site development permits. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be donee prior to construction. and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in 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 Developer shall have, within the limits of the project, an employee certified by the Department of 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, at lest daily during prolonged rainfall and weekly when no rainfall event occurs. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existingor proposed VDOT right-of-way are to have minimum �� P P g Y 36 cover and, when possible, to be installed under roadway drainage facilities. V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by ;;� VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. V14. All roadwayfill, base, subsurface material and backfill of utility/storm storm sewer trenches shall be Y/ compacted in 6 lifts to 95s% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector, density tests performed b a qualified g Y• P Y P Y q independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. PROPOSED ELECTRIC SERVICE P Prn EXISTING GAS LINE PROPOSED GAS LINE G GE&S PROPERTY LINE FLOW LINE -` - -- ••- • - -- FENCELINE EXISTING POWER POLE -a EXISTING TELEPHONE POLE b EXISTING WATERLINE W/ TEE W ! T + PROPOSED WATERLINE W TEE W W ' T' W / EXISTING FIRE HYDRANT EXISTING WATER VALVE W e=-W PROPOSED WATER METER m EXISTING REDUCER PROPOSED REDUCER STOP SIGN -o- HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CC 12 ��g ISpI�� �, STANDArRAMP�ONSTRUL��ON PARIONG INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARi4NG SPACES TEST PIT LOCATION ®' COVER SHEET SHEET 1 OF it CONTROL &DRAINAGE DIVIDES SHEET 2 OF 11 EROSION & SEDIMENT CONTROL DETAILS SHEET 3 OF 11 SITE PLAN SHEET 4 OF 11 GRADING PLAN SHEET 5 OF 11 UTILITY PLAN SHEET 6 OF 11 LANDSCAPE PLAN SHEET 7 OF 11 ,� SIGHT DISTANCE PROFILE SHEET 8 OF 11 SITE DETAILS SHEET 9 OF 11 SITE DETAILS & PROFILES SHEET 10 OF 11 SWM COMPUTATIONS & DETAILS SHEET 11 OF 11 Z 0 Ul '-' > W Z z 1.4 p� � U �" o y a a 9 W U) z W � � o U d 0 U a" W A o m cat \ o 0 w r4 \ 00 THESE PLANS ARE IN CONFGR'fANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS ;K'AALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION T 20. 21. 22. 23. These plans identify the location of all known gravesites. Gravesites shown on this plan will be F-otected in accordance with state law. In the event gravesites are discovered during construction, the o%• aer and engineer must be notified immediately. The contractor is to verify field conditions prior to and during construction and notify Greenway .�agin5-erir.; at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. „ Controlled fills shall be compacted to 95% of maximum density as determined by method A' per ,.tandard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registers,; professional engineer and results submitted to Frederick County prior to pavement construction. If a eotechnical report has been prepared, it should supersede the requirements in this note. g P P P P q Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating 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 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V15. VDOT Standard CD and. UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V16. The installation of any entrances and mailboxes within any dedicated street right -of -wiry shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to acce tance b VDOT of an streets, an re uired street si na a and or avemFnt P Y Y Y q g g / P markings must be installed. by the developer or at VDOT's discretion, by VDOT on an account, receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found one VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. V18. The developer 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 provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. HANDICAP PAREING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER 12 PROJECT INFORMA TION M RK D. ITH d No.022837 X O� q , r �iS' Cs S 10 NAL SITE LOCATION .. _. FREDERICK COUNTY EX STREET ADDRESS ! PROSPERITY DRIVE PARCEL IDENTIFICATION N0. 75-A-2D �� ,_ t {;i -I 1 �`� �! t LOT AME^r•_ 2.00 ACRES u3_ q DISTURBED AREA 83,650 -S.F. = 1.92 ACERS ; �• � � h � CURRENT ZONING :_ B3 _ m �� <• CURRENT USE VACANT "` l PROPOSED ZONING B3 PROPOSED USE OFFICE BUILDING HEIGHT: MAXIMUM ALLOWED = 35 PROPOSED = 24 -MAXIMUM SIGNS: NONE BUILDING SETBACKS: REQUIRED: FRONT: 35' PROP BLDGS: FRONT: 82.02' V � 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 tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION O - - 12.0 SIDE: 15' SIDE: 15.50' REAR: 15' REAR: 144.45' PARKING CALCULATIONS REQUIRED PARKING FOR OFFICE BLDG "A" REQUIRED PARKING FOR OFFICE BLDG "B" OFFICE=1 SPACE PER 250 S.F. OFFICE=1 SPACE PER 250 S.F. 7,440 S.F. 250 S.F.=30 7,440 S.F. 250 S.F.=30 / / Im W V E­1 ~ R1 FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. 3. 4. 5. 6. 7. 8. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. The contractor shall coordinate with, and arrange for inspection by, the Authority. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. The Authority's maintenance department ment shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 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 specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. V22. Final Location of CG-12 curb ramps shall be installed where indicated on these plans and/or as specified by VDOT PROPOSED SPOT ELEVATION EXISTING TREE LINE + 7153 TOTAL REQUIRED PARKING=60 SPACES TOTAL PROPOSED PARKING=60 SPACES REQUIRED HC PARKING 1 PER 25 SPACES=3 HC SPACE PROPOSED HC SPACES=4 OPEN SPACE CALCULATIONS F.A.R. CALCULATIONS OPEN SPACE PROVIDED=54,442 S.F. LOT AREA=87,120 S.F. 30% OPEN SPACE REQUIRED= BUILDING AREA=14,880 S.F. 87,120 S.F. X 0.30=26,136 S.F. 14,880 S.F. /87,120 S.F. = 0.17 F.A.R. 54,442/87,120=0.625% OPEN SPACE PROVIDED LANDSCAPE CALCULATIONS TOTAL PROPOSED IMPERVIOUS PARKING LOT AREA=25,238 S.F. 25,238 S.F./2,000 S.F.=13 PERIMETER PLANTINGS, PROVIDED 26 REQUIRED INTERIOR PARKING LOT = 5% OR 1 PER 10 SPACES 60 SPACES/10 = 6 INTERIOR PLANTINGS, PROVIDED 8 TOTAL REQUIRED PLANTINGS=19 TREES TOTAL PROVIDED PLANTINGS=34 TREES PROFFERED SCREENING REQUIRED=O TREES, PROVIDED 0 W E- w W x' U) W > C ® ® S- Q �4 > E- W � E-1 O �--+ W W Q W W �' OWNERS CERTIFICATE The foregoing Subdivision of the land of g g Property Owner is with the free consent and in accordance with the desires of the dersigned owners, properties and trustees if any. f _, / DATE U FIRE MARSHALL S NOTE - Fire lane markings and sianage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. APPROVAL F DERICK COUNTY ZONING ADMINISTRATOR DATE TRIP GENERATION DATA CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL NOTE: ALL ROADS/STREETS TO BE BUILT FOR ACCEPTENCE INTO VDOT SECONDARY SYSTEMS OF HIGHWAYS Project Name: Project Number: b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. 710 GENERAL OFFICE 1,000 S.F. 14,880 S.F. 11 PER 1,000 S.F. OF GROSS FLOOR AREA 164 ADVANCED MOR�G___4_GESERVICES 2219A e) The Authority will install all sewer laterals. Magisterial District: Date of Plan: (Month, Day, Year) 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. BACK CREEK MAGISTERIAL DISTRICT APRIL 2004 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. UTILITY CONTACTS Owner: ADVANCED MORTGAGE SERVICES, INC. Address, Including Zip Code & Telephone No. 357 TASKER ROAD STEPHENS CITY, VA 22655 DATE: APRIL, 2004 Frederick County Sanitation Authority Phone: Verizon (540) 869-3490 P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 SCALE: N/A Developer: Address, Including Zip Code & Telephone No. 357 TASKER ROAD (540) 868-1061 (301) 954-6282 ADIVANCED MORTGAGE SERVICES, INC. STEPHENS CITY, VA 22655 DESIGNED BY: CR HANDICAPPED PARKING NOTE Power: Allegheny Power Gas: Shenandoah Gas Co. 540 869-3900 ( ) P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 FILE NO. 2219A Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. SHEET 1 OF 11 3U X w ce) 9 CC) 14? C14 O 0 (N C14 O 0 06 cn ly N (14 0 Q) U) 0 z w w w z 0 z w a_ (1) (n a) (n En (1) — — — — — — — — — — — — — — — — — — — --- — — — — — - i44 — — — — — — — — — — — — — — — — — — G.S.X. I L ROA 6 — — — — — — — — — — — — — — V4k 141;45LE' UJIDTH R/W X— x x _j �� TI � I It ijll� y NE)ETAIN A, 0. LOT 0 c4m0.22 TM 15-A-2F I = ( LYLE F. SM05NYLDER I olom 1,50 c�, - ZONEID - 53f ICI USE COMMERICAL 'All . I,I I II 7177,711' tIIll 7/ YX N 1-7 MONO= I11i.N.- ITH WASH RACK r -­X---- - - -- A PRO5pFRITY DRIVE 5TATF ROUTE li2'3 001 RJW P05TED 5PEEL-)=25 MPH L I IMTmT 15 OF CLEARING X 4 GRADING N4401�'2111E MON.- k��o� Coc �e� y\�`.._ E�T/cq��.�� � � r�oN -.-Wm NOTE, THIS SHEET FOR DRAINAGE DIVIDES, SILTATION, AND EROSION CONTROL ONLYM I LIMT16 OF CLEARING 4 GRADING LOT 6 TIM 15-A-20 OWNER - 5TROSNYE)EP, ZONE[) - 1�33 U5E - GO111-it. P,1CAL EROSION/SEDIMENT CONTROL LEGEND N 0. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF X----X x SILT FENCE 3.07 IP STORM DRAIN INLET PROTECTION 3.09 DD DD TEMPORARY DIVERSION DIKE 3.10 FD (FQ TEMPORARY FILL DIVERSION 3.12 DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 3.20 CHECK DAMS 3.33 SO SO SODDING 3.38 TP 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING & GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START DETENTION FOND NOTE: DETENTION POND TO 5E CONSTRUCTED PRIOR TO THE CONSTRUCTION OF: THE OTHER SITE IMPROVEMENTS. POND TO 5E USED AS A TEMPORARY SEDIMENT TRAP. INSTALL CONCRETE (571D. MH-I BARREL) R15ER,AT THE SAME ELEVATION AS FOR FINAL PONE). AFTER THE 51TE 16 6TA51LIZEID, REMOVE ALL ACCUMULATED SILT. REGRAIDE PONE) TO DE61GN ELEVATIONS. N cc 0 Lu Lu z CIO z C\2 Lu 0 Lo >m C\2 00 1 0 cu co Q ',-no c\? Lo ta �� c\j c\1 LU o Lo tL.0 Ln Q3 rr L a) 0 Q) >N ro bb U) z z Z E- Z zoo 0 .:4 co L) U U) E-; W 00 C\2 m co 00 MARK D, SMITH N 022837 ZONAL w w E- (D EE- TO �D � W W 0 0 W z DATE: APRII, 2004 SCALE-. I" = 20' DESIGNED BY CR FILE NO. 2219A SHEET 2 OF 11 < w ,.,CIS v F- W 06 W Q 0 N CV M O N C O3 //a-(� ti z x W W z Z� PIPE OUTLET CONDITIONS A A, VDOT # 1 COARSE AGGREGATE FLOW IUIE OUTLET TO FLAT LREA WITH NO DEFINED :HANNEL CLASS If RIPRAP r•r•r•r�r•r•r•r•r•r•r•t•r•c•r•r•t•r•z�r�r•r•r 1=11=I1 11.. J�;r�r�rr�r�t�t•tre. %e-r�r>r�r�r�r•rvr•r•? 11-�I II II-11_ ' =11=11=11=11- ; •• II •�.r: �l•t•r.r• •r•! fJ BEEN Y•10, e;•r�.-_ •� • 'I' • I I Ii �lJ I / /�// /. I I / /� I yl �ii /( CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE UNE OF POSTS. I l PLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND ':OMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL SOURCE: Adapted from Sienaod h Trent ER0510N/5ED IMENT CONTROL LEGEND NO. KEY 5YM50L DE5GRIFTION 3,02 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 (� X X X SILT FENCE 301 IP STORM DRAIN INLET PROTECTION 308 GIP CULVERT INLET PROTECTION 309 DD TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.11 (RIUp) D TEMPORARY RIGHT OF WAY DIVERSION 3.12 DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 3.20 CD --- --' -� ROCK CHECK DAMS 33.3 SO SO SODDING 338 TP 0-0-0 TREE PROTECTION 9LIMITS OF CLEARING 4 GRADING Iff® ® DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START EXTENSION OF FABRIC IANDWQIR INTO THE TRENCH. FILTER FABRIC � \f�l PIATE. 3.05-1 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6• MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION +.o• 1 s h• FLOW ^' 2.5' "VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC I RIPRAP PLATE. 3.08- t TEMPORARY DIVERSION DIKE Compacted Soil 18' min. ----Flow 4.5' min. --I SOURCE: VA. DSWC PLATE 3.09-1 IL T FENCE DROP INLET PROTECTION 2 X 4' WOOD FRAME STAKE FABRIC ELEVATION OF STAKE AND FABRIC ORIENTATION DROP INLET IME I • 1' MIN. IIIiI �. DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOURCE: N.C. Erosion and Sediment Control Planning and Design anal. 1988 PLATE 3.07-1 BLOCK &° GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET RUNOFF OVERFLOW WARM WITH ALTERED WATER S O SEDFULU IMENT - 1 6�QIIIIIIRW WIRE SCREEN 2" X 4' WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRU+CTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 ER05ION AND 5EDIMENT CONTROL NARRATIVE: OJECT DESCRIPTION THIS PROPERTY IS LOCATED OFF OF PROSPERITY DRIVE IN FREDERICK COUNTY. THE SITE AREA IS 2.00 ACRES WITH APPROXIMATELY 1.92 ACRES BEING DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF CONSTRUCTION OF 2 OFFICE BUILDINGS AND ASSOCIATED APPURTANANCES. EXISTING SITE CONDITIONS THE SITE 15 CURRENTLY VACANT. THE SITE CONSISTS OF OPEN FIELDS WITH ROLLING TERRAIN. STORM WATER MANAGEMENT PROVIDED ON -SITE BY A PROPOSED POND. EXISTING SOILS HAVE SLIGHT TO MODERATE EROSION HAZARD PER THE FREDERICK COUNTY SOIL SURVEY BOOK ADJACENT PROPERTY THE SITE IS BOUNDED BY PROSPERITY DRIVE ON THE SOUTH EAST, CSX RAILROAD TO THE NORTH, AND THE REMAINDER OF THE PROPERTY IS SURROUNDED BY 15-3 ZONED PROPERTY. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK GRADING WILL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN PLACE. STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM SHADY ELM RD. (RT. 651) SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. CHECK DAMS (320) SHALL BE INSTALLED IN EXISTING ROAD DITCHES TO REDUCE VELOCITIES OF CONCENTRATED FLOWS. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. CULVERT INLET PROTECTION DEVICES (328) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. TEMPORARY SLOPE DRAINS (3.15) SHALL BE INSTALLED TO CONDUCT CONCENTRATED RUNOFF SAFELY FROM THE TOP TO THE BOTTOM OF ALL FILL SLOPES UNTIL FINAL GRADES ARE REACHED AND THE SLOPE IS STABILIZED. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3;1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. UTILITY CONSTRUCTION PROVIDE SILT FENCE AND/OR OTHER CONREOL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED ARE4 SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. PROVIDE A TEMPORARY STONE SPLASH PAD AT ALL FIRE HYDRANTS OR OTHER POINTS OF DISCHARGE DURING TESTING OF THE WATER DISTRIBUTION SYSTEM. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE iS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. GRASSING 4 SEEDING SCHEDULE FESCUE • 40 L55JACRE RYE s 20 L55JACRE FERTILIZER • 1000 LBSJACREt 10-10-10 OR EQUAL STRAW MULCH 0 2 TONS/ACRE LIMESTONE • 1 1/2 TONS/ACRE ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER 4 GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK MAINTENANGE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS 15 MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY. SHOULD THE FABRIC ON A SILT FENCE OR FILTER FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE HEIGHT OF THE SILT FENCE OR MAKE THE SILT FENCE INEFFECTIVE. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND 1215TURBANCE ACTIVITIES I. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. 1. FINAL GRADING. 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. S. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. STORM WATER POLLUTION PREVENTION NOTES I. THIS SITE PLAN SET IS TO BE INCORPORATED AS PART OF THE STORM WATER POLLUTION PREVENTION PLANS AND PERMIT. 2. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS EXPOSED TO STORM WATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORM WATER DISCHARGES. 3. EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE RESPONSIBLE LAND DISTURBER TO ENSURE THEY ARE OPERATING CORRECTLY. DISCHARGE AND DOWNSTREAM LOCATIONS SHALL ALSO BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. IF EXISTING CONTROL MEASURES NEED MODIFICATION OR ADDITIONAL MEASURES ARE NEEDED, IMPLEMENTATION SHALL BE COMPLETED BEFORE THE NEXT ANTICIPATED STORM EVENT. 4. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR PREPARING INSPECTION REPORTS PER PART 11, D., 4., C. (INSPECTIONS) AS REQUIRED BY THE PERMIT. 5. THERE ARE NO KNOWN, NONSTORM WATER DISCHARGES ASSOCIATED WITH THIS PLAN. GRASSING 4 SEEDING SCHEDULE (SUMMER) BERMUDA 9 4 LBS/ACRE MILLET 40 L55JACRE FERTILIZER • 1000 LBSJACREt 10-10-10 OR EQUAL STRAW MULCH 2 TONS/ACRE LIMESTONE a 1 1/2 TONS/ACRE RE:5PON5IBLE: LAND D ISTURBE:R NAME: Mark Kline CERTIFICATION #: 1965C EXF. DATE: 4/14/09 THE RESPONSIBLE LAND DISTURBER 15 THE Py4RTY RESi=ONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. I Itr di O Lu Lu z fl♦ z WC2 0W '0 CO C\2 I Cv 00 U CD CQ Co ub 'nn I rn r. ,- I > CD -10 E- r, o' 02 I~ � (1) 0 Id to W to z_ z z E- H a Z O O U w w a &.° 0 ix W 134 a 9 C4 F 00 A CO "MARK DI -S 4TH No,022837 W s`SI0NAL o W N o U z H Q U1 O W NO P4 W Q DATE: APRIL, 2004 SCALE: NTS DESIGNED BY. CR FILE NO. 2219A SHEET 3 OF it 3� XW t 1CKn1 ELjgpt �F� ERR, vim/ PL I h M 1p N 0 0 0 N N N 0 3 a Q rn N N O N U) c �a a z ix w w z (D z w n. U) a� c m 0 N C N Y N U) a� 0 x C.S.X. RAILROAD o VARIABLE WIDTH R/W LLI W Z N 48 7l56" E 43135' t _ W 00 o � 1—� — ___ --. __ _______. __ —.--.—___ __. __...._.�. —.--.— __—.___ �.__ --.— ——.--.—_.,— � I 0 0 8 I/ �LOob O POTOMAC / x ar `� r- EX. 65 �jv----'� I I ED15ON R/lU / � W°' I L IPASS THRU ISLAND SEE DET. SH. 10 d RIGHT OF WAY _ � -_ - " _ _ _ — -1` ` � -6" ^ ; .._.�`` / N o y rf .--- ------ j `` PROP. 10' xl5' DUMPSTER PAC) SEE DET. SH. 10 PASS THRU ISLAND w U) TYP)!, ( � SEE DET. SH. 10 • I I I --} 9.00 I (TYP)I / z LOT 7 �� / z 2.00 AC. PASS THRU 15LAND 5IR SEE DET. SH. 10 _ cG.6 � I -d 5 -3 5'R 5' , ,- � / z o pU5E� co I' 22.00 / � v I fa IACANr a 0 6 9.00'' 1T-00){ a-- o a (TYP)' YP 180 III I m e 1 �.i/W . P. v I_ jI 41IGONGRTE p 22.00' 20001 � / U � __,-• ,gyp � LOT 8 20.50 �. �' __. TM 15-A-2F , �; : �� Vie, `� Ul 00 LYLE P. STROSNI'DER I II j P ac 3a e-,' Q °P < o ,oJ 7Z. Q ZONED - 53 II; �, , s, 6V, LOT 6 USE - COMMERICAL -----� e d e e 22 00' .� _�,, '� ;; �'oti ` � / ,•`� TM �5 �- 6,-20 F I Q) ram-- mfy, +� 5'R ,�jh� _ I'I II Q �, „ „ e� ,P �fi OWNER STR05NYDER ZONED 53 I USE - COMMERICAL M RK Dr SM TH !',/��A�` N, 022837 W I �I LL_� IONAL I EX. A51H.cp Iot � y i co F�I�i° G. (Y `ti QO Q0 / se I I s :.. .. 12050 O PROP. os .. ®. \O m . ,� „fir I P• .• ; � . STAIRCASE ' <, b 22.00, \� / N j I PROP. CG-12 `'�� �c CD �+ 4 � SEE DETAIL `S�` / SHEET 10 pv Po I r -fir PROP. CCz -12 ✓~ 1 b 3' TYp ��-� SEE DETAILS - I I SHEET 10 I I v C'3 I I "di . 14/G I `4 2,0.00, r-�� %! she � � I.." � rr L HIC _` - III t� I I 35'.43RLcu� 22-00' b � ' D USED FOR FRONT W YARD SETBACK W STOP E3AR � � �=22°4576" U � n STOP 5IGN10912111 s G LEN= 90. 75' 418.501 37.90 BRG= S 55 32 04" W ex EF PROJECTED -_ `' -••- ....� 35' RADIU5 500'+/- TO GUL-DE-5AG PR05PERRITY DRIVE TY DRI STATE \ POSTED 6 PEED 225 MPH - \ /�N ---- • _-.-- \ \ � � � � DATE: APRIL, 2004 SCALE: 1" = 20' DESIGNED BY: CR FILE NO. 2219A SHEET 4 OF 11 xw 0) C) C\l cV U) U) c z w w w z (D z w (u CL 0 rn I I I FT_F-T-T­�*T­r� i 1-1-5- 1 f—r-t-t-t— t t z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - -- - - - - - - - - - - - - - - 144 — - - - - - - - - - - - - - - - — - - - C.5.X. RAILROAD 144 146 - - - - - - — - - - - - - - - -- - - - - - - - - - - — - - — — - - - - - - - - - - - - - - - - - - — LU -- - - - - - - - - - - - - - - — VARIAeLE WIDTH R�W lu - - - - — — - — - - - - - - - - - - - - - - - z ----- 152 15 =c;_) LU c\l Q Lo to co C\2 154 a) co 0 co cu (o Lo 010 a 0) o .. .... .... .... N-1 711 > C\2 IE3� z Lo C\2 x r EX. 65'POTOMAC —00olf- - LU P-1 v (1) i j 'a -I-) r. C) ED15ON RA x 151-151, RCP LU 0 4 CL 111 6 050% 40 t* Q) � IDETENTJ6K IND ro INv 4 (1) 0 iHT OF WAY -7- CURB 0.5090 ;> 5840 UF,5,S w U) � Bc ' � w a (o 0 50 5900 z 15 EC Z �, E_ I I� z 9 J:L4 W 0 50 gC 80 tK 5(� 80 1 5085 05 200 0 INv 0 5C, 000 S5C CO <C 59 vow 0I l 00 ro 5C cf) (0000 - U E- p't c3 45 25 cj 00 (00- 5950 f, __ w 50 50 5c fo V-) 1 C3 00 W o o 00 50 T4- 5e 50 5C -t5c v0 5130 52 30 :�p► -ul 1 5 INv 30-40" RCF -ar- X (o 0 L 50 _ _ - _ _ -- �� j (o C) c Al Ff 0 00 m (0�a 10 5 5198 TM IE�-A-2F 1 0015 5C 4 5F-Fb 11 W11-1, 5C. (o 00 LYLE F. 5TR06NYDER ul 2 fat (00 ZONED - 53 5C3 eo 5c 5835 25 U5E COMMERICAL TM 15-A-`O rp 50c 050 (o 0 F, T­ OWNER 5TR05NYDER o 0 c(N Psoo -A is . MARK D. SMITH 0, 0 ZONED 53 cq ko• -o N 022837 U5E COMMERICAL I O r o p p ' 00542 Q11 50 q 7 -4 _5C NQ U_ OL C14 - 0 Cs 5C 15or60 6 L(�!0Q% 4000 (o � EX.A5PH. Pam. i cl) 05c: 11(o 0 0- 0 0 3v- ro D w 'LO �2% (o2 `yam° ��ti i��\ V PROF. 62 50 STAIRCASE 00 oloo E.. w le3o 62 65 �2, spy '�o �� (n 130 9 k I - w .0(o 50 (o 62 (o 2ur- I � ov be 0 2— x 1 --2.0% 62 62 44 E" (o262 �71 x cql -D H/C 62 g(go'-2- OTE. x HIC E- - ------ (o2(02 ii \ 1 25 FfR0f=O,5ED SPOT SHOTS LABE-LED WITH A (00 l r -ro'- 4 -0 0 80 �, \5�� (o 3 [DESIGNATION ARE E30TTCM OF GU SPOT SHOTS. (0380 64-�- /r _- - - --- ---- -- �� (� (o 2 0O w 9 x 5C 85 643 HIM (eh BC - ---- --- `� o HP (00 (o 3 60 (0390 w 25 3 3 5 (03 10 MATCH EX.---,20 GRADE &4 Ff I < > pp,05PERITY DRIVE '' �4 \ \ STATE ROUTE 11 60, — ------ 1105TED SPEED =25 MPH UJA\TtfL DATE: APRIL, 2004 _x a N41. SCALE: 1" = 20' N44'09'2111F- >0 DESIGNED BY: CR 01 FILE NO. 2219A [SHEET 5 OF I X w vi.`, e r` ` l s� r a \/ \5 _��, ,. �� 2,;; �� � (/�� yu �. \` /�`f/� ll— f� �\, U �� G 02� '> .L 0 1p L0 14? c*4 0 0 C14 (7) 0 I&C L E.X WIRE PENCE LINE Ir �rTlII E E --- E E - E EX. 65POTOMAC EXISTING OVERHEAD ELECTRIC WIRES EDISON R/W EX. UP E E E E E E X Overhe d Wire, -re e at at Elz I E�' r EDISON RIGHT OF WAY � II II 11 III III I II III ._ - I .. ." .....'. xsnw -- ov, r III .�. q LOT 6 Ao, TM 15-A-2F LYLE F. 5TRO5NYDER ZONED - 53 U5E COMMERICAL a 0 F. -r.i ccl A T- VJ C) c' ul u- Itu ` p fzx. A6PH. LIA PROP. IC/0INV=1565 STAIRCASE 5/6" METER-/ 50'-4" SAN. LAT. im 2.089- (MIN) 45' H/C LA s `� _._._______ — — _ �` w Ex. ELEC. TRANS. PROP. 20'FC5A I -- `, lSANITARY SEW__.._____--______-, 1 / ` �E X EX. FED. !EASEMENT EX. OVERHEAD WIR4,: E - E --- I I ---- E E EX. OVE&EAD WIRE6 - I-FH A55E BLY "ZI a 3 E E E E E E E E E E E E E O F;WIM ACCESS 4 MAINT. ESMT. XX PROP. 20' FC6A ESMT. 17 WATERLINE 17 Y-1 4e4 & 0 'o Q 0A,� All. X U-1 J\ C/o INV=15(o.55 110'-4" SAN. LAT. 2.08% (MIN) i REMOVE 8" PLUG 4 REPLACE WITH 8" x V' REDUCER 1-45* BEND EX, AIR RELEASE VALVE X. WM IN METER BOX 15 TO BE EX.ul-it-1 ---- ---- '_1 ; . TOP = 163.2 3 (!EX) i(S P RC LOVED INV=151 Ex. EF s X a.. s s ,05PERITY DRIVE STATE ROUTE lln 001 FJW 00 POSTED 6PEED=25 MPH w Ex v 64,v 4 vi .-Mom N44'0912111E EX. 6MH TOP=7163-1171 ZQJV7�cqL�, C'4 P/O"v INV=15ig Ex L i a 30 1- /0 11 RCP CL, /// 9P IM3.1 LOT 6 TM 15-A-20 OWNER - 5TR06NYDER ZONED - 53 U6EE - COMMERICAL z Lu Lu z z Lu C\2 C\2 C\2 00 1 ol co 'o Cc 0 tab z �� c ko C\2 0 t:to Cc C.) Lo a E- ;z rn (1) 0 tab U) z z Z co IE- z oo z " �44Cs,U) U3 a a 65 WvK\Df/ 'SM�ITH N0.022837 94 C% AL DATE: APRIL, 2004 SCALE: i" = 20' DESIGNED BY. CR FILE NO. 2219A SHEET 6 OF 11 0 X w � � ��,�> v��� ems- `�� ,, �, `�: � c `'.t�� �111 `1 t 1 , �� i A G, t �": � \ \\ �� � `\J, �s �_ ,. w U) c) z rn (14 c� r— C) U) c CL 0 z of w w z 0 z w (L V) U) (L) c cl) c 3 0 rn t RE u , cl Vx �31 pp ,05pFRITY ORIVE 5TATE ROUTE 1129 001 RJw p05TED 5FEEP=25 EX L3-, wATE.PWN��__ I w EX. 0�' FOTOMAC- EDIsall R10i NOTE: THIS SHEET IS FOR LANDSCAPING PURPOSES ONLY!!! Lc Lu Ro ujo IP Dw zOno N 03 TREE LEGEND SYMBOL QUANTITY NAME 14 G OFPLANTINGS E REMAgj�<e CAL I FE R REMARKS R5 S RED 5UD 545 21, MIN Dw 6 DOGWOOD 0 545 21, MIN wo 5 WHITE OAK 545 21, MIN FRO 5 RED OA< 545 2" MIN LC 10 LEYLAND CYPRE66 545 21, MIN 0� W U) a) 0 z zF__4 Z E- Z zoo 0 C :4 U E-; rA T cO` MARK D, SMITH '�O No'022837 P! LONAL� / DATE: APRIL, 2004 SCALE: I" = 20' DESIGNED BY: CR FILE NO. 2219A (D x w SHEET 7 OF 11 p v co 1p N O O O N N N 0) O w J LL 0 a. Q 0) N N c0 �O N U) C a 0 z w w w z (7 z w Y L ^w LL c m c 3 0 0 F L Y , Q rn 51GHT DI5TANCE PROFILE I NTX. PROP. CCU -11 4 PROSPERITY D R. SCALE: HORZ. 1" = 2O' YE RT. 1 " = 5' a /r o o 1400 : o 8400 o o "0 :: /i /i /i o /i . /i s /i /i o ii, HEIGHT' OF EYE' i /i • o 0400 /i s 0 /i /i /i /i 11400 : o /i /i /i /i . /i : /i 20 10 0 20 SCALE: 1 " = 20' ,N x z !� iLU O W Z t� Z W o Lr) i0cl CD C,\l CJO QCD .� co C', CD LO U Z �C\2 lid Cat W W U r,p aX ^ N d ray w Ul v . [L 0 z z U) z z a w zoo 0�� ~' r 1:4 0 E- d a a w w Fm'"ovAD, SMITH No, 022837 `sIaNAL � �O nW w W V F—i Q EmsF7"--'ff� `J F�—/�i V1 U F--1 C4 V 1 F---I H F—i W U) F—i W Fs-1 I� DATE: APRIL, 2004 SCALE: V i2 „ _5, DESIGNED BY: CR FILE NO. 2219A I N a� w 0 Xw SHEET 8 OF 11 m r A 00 7t C7 In CV O It O O N N N O 3 7 U) J W 1a LU H Q (V CV C) O O (n C N a_ 0 _Z of LU LU Z Li/] Z W Y cv d y iv c m C O N c 0 V r rn CV tv O NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER St1ALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. _ 4" -1 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE 1, EXCEEDED STANDARD CG-7 IS REQUIRED. .e A. C6 r 7.t� ., e 1i eD e e C --- The bottom of the curb and I I gutter may be constructed 6 parallel to the slope of 2'-0" subbase courses provided o minimum depth of 7" is maintained. This area may be concrete SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 2' 12' POINT OF FINISHED GRADE £X EP 2 SURFACE SM-12.5A OR SM-9.5A 6" BASE BM-25 �12 " TYPE 1 SUBBASE LIM1TS OF SUBBASE AGGR. BASE 21—B COMPACTED SUBGRADE SHALL BE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT PER VDOT VTM-1 METHOD ULTIMATE PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING PAVEMENT SECTION ON VALLEY AVENUE. THE CONTRACTOR SHALL PERFORM A TEST BORING FOR VERIFICATION' PURPOSES. STANDARD TYPICAL SECTION FOR ENTRANCES, TURN LANES AND TAPER NOTE: PAVEMENT DESIGN BASED ON A SUBGRADE CBR DE51GN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8"x3/4" or 3/4" 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T 1" 24 in. Die. Non -Traffic MC-30 (Frame) WITH RML-1-T (fop LId) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) treated 2'k 4" with meter box top 6" painted blue and cover 5ft -, 24" �18„ meter by Meter Size Coppersetter 5/8" x 3/4" A-C3635-01 w/ 7)/2' Ope 3/4" A-C3 1" A-9531 \!� NNE r •.• \r� r1�! ' !C `V �i` Y • . ✓1 j 4 COPPERSETTER COMPONENTS meter height service line copper -Inlet- -Outlet- size connection bar tubing size Angle Ball Valve Angle Check Valve 5/8'k3/4" 18" D-31014- w/ C1444 1 y "O D BA13-332 W-SN HHCA31-323-TV-SN wl SS Insert w/ CSB-43 w/ CSB-43 3/4" 18" wl C-1 412 wl C1444 1 Y " O.D. BA13-332 W-SN HHCA31-323-TV-SN w/ SS Insert w/ GSB-43 w/ CSB-43 1" 18" D-3101412 IlYs"O.D. w/C14-44w/ BA31-444 W HHCA31-444-TV w/ SS Insert CSB-44 INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp, stop to into the meter box (wrap wire around corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 5/8`A3/4", 3/4" & 1" METER INSTALLATION (4 FOOT COVER) Revised Figure 5 Oct 03 XX Street approach some (radius to be as + A� surfacing as moinline roadway shown on plans) - - - - - - - -7--C C 11 I I ®Radial ombination ST'D CG-12 \ \,y/ L curb and gutter ,X\`�n\ (SVd. CG-6) --- 1 \ 4' SIDEWALK ®t --- 6" 1 i • Optional Flow Line Expansion Joint Ar_j u.I Note: Width "8" 2'-0" or as Mainline roadway shown on typical section. PLAN VIEW (Radius to be as shown on plans) r2• I B ri T• 6" Class A3 (H.E.S. ea — — Concrete Expansion Joint SECTION C-C 10' Parabolic Curve Edge of shoulder 8R Max.. ® Construct Grade changes with a parabolic curve. _ or Optional Flow Line ---, Slope Change D When St'd. CG-11 is used for entrances built _ — — In conjunction with VDOT projects, please Mainline Roadway — — — — — — — — note the following: ex Max Slope Change ® -- "-'- ---- D XXMoinline pavement shall be constructed D to the R/W line (except any subgrode 40' Min. for Street Connection stabilization required for mainline 20' Desirable for Commercial Entr. pavement which can be omitted in the entrance.) 5' Min. SECTION A - A A, Radial curb or combination curb and gutter shall not be constructed beyond the R/W fine except for Guidelines for Grade Change D replacement purposes. When used in conjunction with standard Entrance Volume Desirable Maximum CG-3 or CC-7, the curb face on this Standard is to be adjusted to match the High (more than 1500 VPD) 0 % 3 X mountable curb configuration. Medium •500-1500 VPD) 3 % 6 X See Standard CG-12 for Curb Ramp design to be used with this Standard. Low (less than 50D VPD) 1 6 X B % ® When the entrance radii cannot accommodate the turning requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. X Optional flowline may be used for entrances in cut sections. Optional fbwline may require warping of a portion of gutter to preclude ponding of water. SPECIFICATION METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 ONSITE TYPICAL PAVEMENT SECTION NOT TO SCALE LIGHT PAVEMENT SECTION 2.0" SM-2A 2.0" BM-2 6" 21—B BASE STONE PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF fo. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. SDR 35 spigot SDR 35 spigot by by gosketed SDR 21 gasketed l45* bend bell adapter (see 2, iv- 13' minimum SDR 21 gosketed SDR 35 8"x4" pipe and fittings osketed bell Wye SCH 40 see note) solvent - weld cap property line location 4" pipe at 2.00% minimum grade concrete cradle if top of main is greater than 15' deep 6" min. cover treated 2"x 4" with - top 6" pointed green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 1 CG-12C 4' 12:1 p YtcV-4v 5' tA1N. $�• •• • CROSSWALK 2' T AT 2' HIGHER THAN EO OF PAVEMENT ATE SAME AS TOP OF CURB n IICROSSWALK TYPICAL PLACE ENT AT INTERSECTION o• 4' '� WITH BUFFER STRIP 6 5,-6• _,�,_ ®7" WHERE STD. CG-3 CG-7 IS USED 2'-0" 5'-0• 5' MIN. STD. CG-2 5' MIN. (10:1 MAX• OR CG-6 (10:1 MAX. STD CG G6 2 ®6" 12:1 48:1 MAX 20:1 A ALTERATIONS ;•�' .. , . 4• 4' MIN. 5' D" 4' MI •• PERMISSIBLE SECTION A —A CONSTRUCTION JOINT NOTES: B B THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. •o• 1n DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED 6' SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. I CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL 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 A FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLTHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TANGENT PLAN IF RAMP FLOOR IS PRECAST, HOLES M41ST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. ob4o LIMITS OF EXPOSED AGGREGATE SIDEWALK PRECAST CONCRETE SHALL BE CLASS A-4. REQUIRED BARS ARE TO BE NO. 5 X B` PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP jj 5 DOWELS, 8" FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2•. LONG O 12" C-C CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT SLOPE 12:1 PERMISSIBLE CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. MAXIMUM �CONST. JOINT CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. •—°'"' �r CUT WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. SECTION B-B CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE M WITHIN THE RIGHT OF ® UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS FACILITY THAT CAN BE APPROACHED, ENTERED AND OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. USED BY PERSONS WITH MOBILITY IMPAIRMENTS. EXISTING UG14T POLES, FIRE HYDRANTS„ DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP SPECIFICATION REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) 105 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 Pt-dumppad LURE MESH REINFORCING VD.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04 CLASS A-3 CONCRETE r\\r\\r\\r\\r\\r\\r\\r\\r\\r\\r\ roll BASE 2 I - A COMPACTED SU5GRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 MIETNOD) TRA&H DU1 If=,5 TF�, FAD (NOT TO SCALE) I"X4"X4'-8" SLATS, 2-1 NAIL AT TOP AND BOTTOM 2"X4"X4' SEAMS, TOE NAIL 70 POST 4"X4"X8' POSTS 1.25" NOTES:��AYAA 1. PRESERVATIVE STAIN ON ALL WOOD. = '" COLOR TO MATCH THAT OF BLDG. n = 9 2. FINISHED SIDE OF FENCE SHALL FACE I in ADJOINING PROPERTY, IF APPLICABLE. �e - 9 COMPACTED GRAVEL UJOOD PENCE DETAIL FOP' DUI" E51Ei, ENCL0,50RE NOT TO SCALE SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. F.C. OR E.P.SIGN (SEE DETAIL) 2' TF WHEEL STOP I LIGHT COLORED REFLECTIVE BACKGROUND MATL. MATL. 2" 12" 1 DARK COLORED 2" LETTERS & 3/18" BORDER RESERVED INTERNATIONAL SYMBOL PARKING OF ACCESSIBILITY 61 0 24 4.0' MIN. 7.0' MAX. DISPLAY CONDITIONS UNLAWFUL PARKING IN THIS 4" STEEL PIPE FILLED WITH CONCRETE 5 * I SPACE IS SUBJECT TO A FIN OF DARK COLORED REFLECTIVE $50.00 TO 100.00 BACKGROUND MATERIAL * WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE, NOTE: DIMENSION SHALL BE 8' IN ACCORDANCE WITH LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED VUSBC MINIMUM REQUIREMENTS. AT SAME POINT ADJACENT TO THE 8' AISLE. HP - COUNTY OF 650.41 PRINCE WILLILIAM HANDICAPPED PARKING SPACE STANDARD VIRGINIA TREE CG-6 ri( C, RASS PASS THROUGH AREA CG-6 PASS THROUGH ISLAND DETAIL NTS 0.0 B" stone 3enerol baci see note) select back note) TNA CONCRETE ARCH NOTE: To be compacted to 95% of ASTM D698 maximum density TRENCH & BEDDING Figure 1 6' die. schedule 40 steel pipe filled with concrete - and painted yellow 18" dia. concrete - encasement ffn select backfill note) 2 O.D. select backfill note) 7' 2' I 1'-6" 3 BOLLARD DETAIL direction of setting to be approved prior to installation I us required I rconcrete pad 1'-6' sq. x 6' deep >" min. - 6" max. 4" ston stone to be minimum of 6• above top of base FIRE HYDRANT ASSEMBLY Figure 9 [screw type adjustable valve box I locator marker mechanical joint swivel tee with 6" branch a P OC � W lit Z LYO LO CID C\2 CC) It CC R a N tti � CC) ' V t1DCO -a �' 0 1 Q) W x �Q) �Q) CD LU � � a Ln � cD ,C! i .�••1 IT+ 6La) o { ' 0) q0*1 W U2 C.5 z z E- E--r z a W zoo 0 U G" W E-H O a W W a MARK D, SMITH O Noo022837 O�� c5''S,IONAL Cs W V > Im W U co f W E-+ 00 Q � a Z EF� (� W � �:) (r rC)) :1 r , E o ^ Q Nw W 04 W � V > DATE: APRIL, 2004 SCALE: N/A DESIGNED BY: CR FILE NO. 2219A SHEET 9 OF 11 �0 �r � S� y� 'y ,, �� Q° � ©� ,�', �.c� �'0 2 c'�J �� N 0 v 0 O O O N N N 0) 0 3 7q 1n W J LL 0 W a H U) J f— W 0 W U) Q (N CV i O ry U) C ro a 0 z T_ W W z z W Y L ro a rn a� C N 3 m c 3 0 c L 0 Y Q rn top of manhole at grade in pavement areas unless otherwise directed r(top shall be set 24" min. above grade in easement areas) square skid pad 8" thick— If � 3/4" x 2" butyl — joint sealant a 3/4" concrete anchor bolts (4 each) adjustment rings (11" max.) ° concrete ASTMC-150 4000 psi 2" or 16" (tyP•) , waterproof coating CS-55 by Conseal 1" nominal size RV 30 butyl joint sealant applied ° between joints and on exterior side of joints joints are to be sealed with "O" ring gasket �. ' •° , —T 4, o„ pipe to manhole connection to be 5„ d by flexible sleeve invert channel to provide a t smooth transition in to out, 3'-0" min. for all connections .' •� 2'-0" max.. ' 4-0"max. --- ;. ^' r . to p of bench -wall recast invert or rout •h: . `ti;-�,•; same elev. as bottom to form channel ti w:• D/2 `, • +,.,3;,L•;,,1,, top of pipe fr . A :, °. 41 8" bedding stone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Revised Figure 12 Oct 2003 775 110 765 new manhole stub 3-5 ft. existing line base section existing line repair t.•' •••,�•� ":.%��:'.,�.•.'.:.:::;;coupling 6' stone. b edit ini o g section of line to be removed CUT IN NEW MANHOLE ON EXISTING LINE Figure 14 115 110 765 760 '1'10 PROP: GRa R cast iron cleanout cap with brass / plug must be 8" from the top of the screw type adjustable box finished grade 17 U. square concrete skid pad r 20"x 20'h 8" deep r cast iron clleanout cap with brass 0�0 VALCO, Inc plug having a countersunk square Fig. No. 71 BOB head Panellla Model PA4SV-CSK (4'5 DC'NV with lid marked "SEWER' SDR 21 - cleanout pipe bottom section of box brick base SDR 35 :spigot by SDR21gasketed SDR 35 r) ? "' ,bell adapter gasketed belt wye v •; '.::;=c sanitary (see note);r—° ' =a SDR 35 gasketed /— sewer main SDR 21 y = A ". ; bell 45° bend 2 di e" stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. 155 _ ,..... 755 165 ................_...._.........::....._., _ ....:... ::GRADS 765 --- -- _.. Q=� _ .. SpR_2 Oi Milo .::.._. ... . .......... 145 J __. . _ _ W 145 '155 _..... ............. ......: .............rV1 1 755 � N O ca �40 _ 61 Q z z z 9 `O z z1 140 '150 .. _: 9450 104010 10450 11400 O ._ W - .00 U p G �I G III 0 a u FIROPILE 9+50 10400 10+50 11 +00 11+50 12+00 FROF I L E SEWER CLEANOUT Figure 17 Revised Oct 03 "16z I fo0 I55 150 145 ___ 0- ,- -GRADS __._.. _ 15L�EG-� - GRADE — Ln r tl t— 165 M 155 150 30'-18" RCP :L. II � 1,00io 145 140 0 w @ z - 140 '3+50 10+00 5TM 1-2 FRCF I L E x O W W x Z W 0 O � CD CD C\1 I QCO C0 N U C'J ~ CO to a a,4 a) Q) Z �' ��� xi to C\2 Lil W r rn 0 t) �Q) ,~ Q) to 00 0 to ­4 —4 H C1� N Q) rh1 v V4y wU) Cz. CS z z H z pr w zoo p -!4 U H HU V1 � U1 '7 F O a �P w a w � a w a w 00 0) H Q co P MARK D SMITH � No, 02222837 �SSIONAL 0) W U W C0 H� Qr' F--1 p Q w � E W 0 z Q DATE: APRIL, 2004 V: 1„ =55' SCALE: DESIGNED BY: CR FILE NO. 2219A SHEET 10 OF 11 W Hydrograph Report Pagel Hydraflow Hydrographs by Intelisoive Hyd. No. 2 pond routing Hydrograph type = Reservoir Peak discharge = 1.13 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = New Pondl Max. Elevation = 51.33 ft Max. Storage = 0.037 acft Outflow hydrograph volume = 0.049 acft Storage Indication method used. Hydrograph Discharge Table Time Inflow Elevation Civ A Clv E CIv C CIv D Wr A Wr B Wr C Wr D EXfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.03 2.17 50.49 0.03 0.03 ----- ----- ----- ----- ----- ----- ----- ----- 0. 0.1155 0.05 3.26 50.62 0.15 0.15 ----- ----- ----- ----- ----- ----- ----- 0.39 0.07 4.35 50.79 0.42 0.39 ----- ----- -----__--- ----- ----- ----- 76 0.90 0.08 5.43 << 51.00 0.76 0.76 ----- ----- ----- ----- ----- ----- ----- 0.90 0.10 4.75 51.10 0.91 0.90 ----- ----- ----- ----- ----- ----- ----- 0.98 +, 0.12 4.07 51.18 1.00 0.98 ----- ----- ----- ----- ----- ----- ----- ----- 1.09 0.13 3.40 51.24 1.08 1.04 ----- ----- ----- ----- ----- ----- ----- 1.12 0.15 2.72 51.29 1.10 1.09 ----- ----- ----- ----- ----- ----- ----- 1.13 0.17 2.04 51.32' 1.13 1.12 ----- ----- ----- -----, ----- 1.13 0.18 1.$6 51.33 << 1.15 1.13 ------ _____ _____ ----- ____ Hyd. No. 2 - Reservoir - 2 Yr - Qp =1.13 cfs - pond routing 6 5 4 v C3 3 2 1 l 0 0.0 0.3 0.7 1.0 1.4 1.7 2.1 2.4 2.8 3.1 3.5 jI Time (hrs) Hyd. 1 / Hyd. 2 Reservoir Report Page 1 Hydraflow Hydrographs by intelisolve Reservoir No. 1 - New Pondl Pond Data Pond storage is based on known contour areas. Average end area method used. Stage / Storage Table stage (ft) Elevation (ft) Contour area (sgft) Incr. Storage (acft) Total storage (acft) 0.00 50.38 00 0 0 0 0 0.62 51.00 2,416 0 0 1.12 51.50 8 2,`i3 0 0 1.62 52,00 5,820 0 0 2.12 52.50 6,348 0 0 2.62 53.00 6,890 0 0 3.12 53.50 7,447 0 0 3.62 54.00 8,016 0 1 4.12 54.50 8,405 0 1 4.62 55.00 8,800 Culvert / Orifice Structures Weir Structures " [A] [B] [C] [D] [A] [B] [c] JD] 15.0 8.0 0.0 0.0 Crest Len ft = 12.56 0.00 0.00 0.00 Rise in = 15.0 8.0 0.0 0.0 Crest El. ft = 52.00 0.00 0.00 0.00 Span In = 1 0 0 Weir Coeff. = 3.33 0.00 0.00 0.00 No. Barrels = 1 Invert El. It = 50.38 50.38 0.00 0.00 Weir Type = Riser --- No Length It = 75.0 0.0 0.0 0.0 Multi -Stage = Yes No No Slope % = 0.50 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif. Coeff. = 0.60 0.60 0.00 0.00 Exfiltration Rate = 0.00 in/hr/sgft Tailwater Elev. = 0.00 ft Multi -Stage = n/a Yes No No - Note: All oudlows have been analped under inlet and outlet control. Stage / Storage / Discharge Table Total Stage Storage Elevation CIv A Civ B CIv C CIv D Wr A Wr B cfs Wr C wr D Exffl cfs cfs cfs cfs acft ft cfs cfs cfs cfs cfs 0.00 0 51.00 0.76 0.76 --- -- 0.00 -- 0.00 - - - - - .._ - - - --- 0.00 0.76 0.62 0 51.00 0.76 0.76 - -- 0.00 - - - - - •-- 1.29 1.12 0 51.50 1.29 1.29 --- --- 0.00 -- _.. 1.68 1.62 0 52.00 1.73 1.68 -- 5.75 - _-- - --- 6.04 2.12 0 52.50 6.04 0.29 --- --- 7.08 - - - - - -- 7.22 2.62 0 53.00 7.23 0.14 --- - 8.11 --- --- --- _-- 8.20 3.12 0 53.50 8.21 0.09 -- --- 8.78 --- _-- 8.92 3.62 0 54.00 9.08 0.07 --- --- --- - ... 9.83 4.12 1 54.50 9.87 0.06 10.45 ^- --- -:- ... 10.50 4.62 1 55.00 10.61 0.05 -- --- Hyd. No. 2 pond routing Hydrograph type = Reservoir Storm frequency = 10 yrs Inflow hyd. No. = 1 Max. Elevation = 51.51 ft FORM 5EW R E51GN COMPl TATION5 FROM PNT TO POINT DRAN. ARIA ACRES RUNOFF COEFF. C CA INLET TIME MIN. RAINFALL INTENSITY IN./MR. RUNOFF Q CF.S. INVERT ELEVATIONS (ft) LENGTH FT SLOPE FT/FT DIA. IN. n CAPACITY CF.S. VEL. FPS INCREM. ACCUM. UPPER LOWER 2 1 0.12 0.15 0.54 0.54 5 80 3.ro`I 65230 (05220 30 0.0100 18 0.013 10.6 4.1 Page , Hydraflow Hydrographs by Intelisoive Peak discharge. = 1.30 cfs Time interval = 1 min Reservoir name = New Pondl Max. Storage ' = 0.049 acft �.�.�� n�i�ir-�. r.r�+Ii�I /�i1hAP1l 17 ATI /1A IC . Storage Indication method used. Outflow hydrograph volume = 0.063 acft ! Storage Indication method used...'.outflow hydrograph volume = 0.085 acft Hydrograph Discharge Table Hydrograph Discharge Tabte Time Inflow Elevation CIv A Civ E Civ C CIv D Wr A Wr B Wr C Wr D Exfil Outflow Time Inflow Elevation . Civ A Civ B` : Clv C ;, �fCly D Wr A Wr. B Wr C Wr.D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cis �; (hrs) cfs " ft cfs c5s cfs : cfs cfs cfs cfs cfs cfs cfs 0.03 2.79 50.52 0.05 0.05 ----- ----- _.�._ _____ _____ _____ ----- 0.05 0 03 3.80 50.57 010 0.09 . _ ___ _ __ _____ _ __. - ___ . _____ 0.09 0.05 4.19 50.68 0.25 0.23 ----- ----- ------ ----- ----- ----- ----- 0.23 0.05 5.70 50.79 ' 0.42 0.39 . - --- _---- - - --- - - ----- 0.39 0.07 5.59 50.91 0.60 0.60 ----- ----- ----- ----- ----- ----- ----- 0.,60 0.07 7.60 51.04` 0.82 0.82 ----- -- ----- - --- ----- 0.82 0.08 6.99 << 51.08 0.88 0.88 ----- ----- ----- ----- ----- ----- --- - 0.,88 0.08 9.50 ¢ < 51 22 --- -- -- ----- ---- --- - ----- 1.03 1.02-1.02 0.10 6.11 51.21 1.02 1.01 ----- ----- ----- ___-_ _-.__ ----- 1.01 0.10 8.31 51.39 -- 1.20 1.19 - ----- - --- ----- 1.119 0.12 5.24 51.32 1.13 1.12 ----- ----- .___. ----- ----- ----- ----- 1.,12 0.12 7.12. 51.52 - 1.34 1.31 ----- - -- ----- -- ----- - -- ----1.31 0.13 4.37 51.40 1,20 1.20 ----- ----- ----- ----- ----- ----- ----- 1.,20 .. 0.13 5.94 5160 -- � •---_ _ -__-- _-_-- __--- - -- - 140 137 1.37 0.15 3.49 51.4f 1.29 1.25 ----- ----- ----- ----- ----- ----- ----- 1.25 - 0.15 4.75 51.65 1.42 1.41 ----- -- - ----- ----- ----- ----- ----- 1.41 0.17 2.62 51.50 1.29 1.29 ----- ----- ---= - "--- - ---- ----- - ---- 1 z29 0.17 3.56: 51.69 1.49 1.44 ----- . - - - ----- ----- ----- _---- ----- 1.44 0.18 1.75 ----- ----- ---- 51.51 1.32 1.30 ----- - ---- - --__ --_ - -- . 1.30 018 2 37 _ 51 71 1 51 1 46 ----- - ----- ----- -- ----- 1 46 0.20 0.87 51.51 « 1.32 1.30 ----- ----- - -•- __ . ----- .. r. ,.... .. - . 020 1.19 e __ ____- ----- ----- ___-- _-_-- 51.71 « 1.51 1 46 -- Hyd. No. 2 - Reservoir -100 Yr - Qp =1.46 cfs - pond routing Hyd. No. 2 - Reservoir -10 Yr - Qp =1.30 cfs - pond routing 8 10 6 8 its � C� C3 4 4 2 2 0 I 2i0" 0.0 0.3 0.7 1.0 1.3 1.6 2.0 2.3 2.6 2.9 3.3 -0.0 0:3 0.7 1.0 1.3 1.7 2.3 2.7 3.0 3.3 Time (hrs) i Time (hrs) ® Hyd. 1 Hyd. 2 / Hyd. 1 / Hyd. 2 Hydrograph Return Period Recap Page, - r Pond Computations Hyd. Hydrograph Inflow Peak Outflow (cfs) r Hydrograph No. type Hyd(s) '1 description " TOTAL SITE AREA=2.00 AC. (origin) 1-Yr 2-Yr 3-Yr 5 -Yr 10-Yr 25-Yr 50-Yr 100-Yr TOTAL AREA TO POND =131 AG. 1 Rational ------- --- --•. 5.43 ---•--- ------- 6.99 ------- ------- 9.50 onsite detained 2 Reservoir 1 ....... 1.13 ------- - - 1.30 »- ------- 1,46 pond routing " Pre -Development Site Discharge Computations 3 Rational ------- ------- 1.17 ------- ....... 1.50 ..... ....... 2.04 undetained 2 Yr. pre 2.00 AC. x 0.30 x 5.30 = 3.16 GF5 4 Combine 2, 3 ------- 1.93 - ------ ...�. 2.38 *---- ------- 3.06 .'total d' harge discharge 10 Yr- re = 2 ®® AC x 0 30 x 6.80 4 06 CF5 - ... _ . _ _....... 100 Yr. pre X x 2.00 AC. 0.30 9.30 = 5.56 CF5 /--TOP OF BERM = 15520 y� 15L.7rlJ= I V Vr 1:7 K PROPOSED GRADE 151.11=100 YR. W.S.E. 151.51=10 YR. W.S.E. 15133=2 YR W.S.E. PROPERTY LINE 48" DIA. p-l- ORIFICE 15038=BOTTOM PROP. POND BOTTOM CONCRETE FILLED FALSE BOTTOM 0 _ FOR ANTI -FLOATATION PURPOSES I ® 6L- X I U :12.0' FOUNDATION FOOTER 15' EC -I SECTION VIEW rM O U SWM STRUCTURE. z � NTS Post -Development Weighted 'ICI' To Pond 0.12 AC. (ON-51TE to 0.15 DET.)/131 AC.=0.0.5255 x 0.15=03941 0.65 AC. (ON -SITE a 035 DET.)/1.31 AC.=0.4145 x 0.35=0.1661 Cw (POST)=0.56 ost-Development Site Discharge (Detained Areas) 2 Yr. post 131 AC. x 0.15 x 5.30 = 5.45 CF5 10 Yr. post 131 AC. x 0.15 x 6.60=6.99 CF5 100 Yr. post 131 AC. x 0.15 x 930=9.56 CFS Post -Development Site Discharge (Undeta ined Areas) 2 Yr. post 0.63 AG. x 035 x 5.30 =1.11 GFS 10 Yr. post OL3 AC. x 035 x 6.60 =1.50 CFS 100 Yr. post 0.63 AC. x 035 x 930=2.05 CF5 Total Post -Development Site Discharge (Prior to Detention) 2 Yr. post 5.45 cfs + 1.11 cfs = 6.62 cFs 10 Yr. post 6.99 cfs + 1.50 cfs = 0.49 cfs 100 Yr. post 9.56 cfs + 2.05 cfs = 11.61 cfs Allowable Discharge From 511M Facilit- 2 Yr. = 3.16 CF5-1.11 CF5 (UNDET.) = 2.01 CF5 10 Yr. = 4.06 CF6-1.50 CFS (UNDET.) = 2.56 CF5 100 Yr.=5.56 CF5-2.05 CF5 (UNDET.) = 3.53 CFS � 1 iti• �' O W ilia z tti Z W o Ln CD 02 00 it 1~ N cd C\2 00 U CD to W ��� a� �o� LU0 owl 0 it, to� (U i; rn rn N o r� r c5 z z z z zoo H d � U H rT, rn WE;w a � w a a a w Ix E:4 rn A co 00 N+ OP 0 RK D. TH No.022837 SIGNAL Vj W V W E-1 V CO W > El 0 Q 04 z EE-1 C) C) C U O W � � � Q pro W � U � DATE: APRIL, 2004 SCALE: N/A DESIGNED BY: CR FILE NO. 2219A SHEET 11 OF 11 �y, C.S.X. RAILROAD VARIABLE WIDTH R/N N 48 21'56' E 43155'_ l5' BRL _ ..._. . - I ,- EX. 5' P0TOMAC %� f EDI SON R/W ' s j PASS TNRU ISLAND ✓r µ SEE DET. SP. 10 j I ON G 7 0 !WAY_. _.... R !� .....-.- .. � F CAM �.:.•. i MP57ER PAD _ -- -_ PROP. 10' xl5' DU ``•.,., `. SEE DET. SI4. 10 ' 1 o q_00� CD PASS TNRU ISLAND r �r o I SEE DET. SP. 10 REV�SION. C� LOT 7 ,�, ADDED 4E) D I I ONE RT$T FARTNERSNIP 2.00 AC SS TURU ISLAND o P \ �''' �. STAIRCASE,' ON 'All o SEE DET. Ski. 10 o � rk ZONED: B -3 SIR 6 SIR 5 S, USE: VACANT �r �' N ° ... P .00'� .��� �- o O . q•0 (TYP gp� � 8 j (Ty G CRE7E ., __...QD , �20,00 22.00— 20 PROP. Lo . LOT 8 r � o STAIRCASE TM 75—A-2F __._.. _ m 20.50 r. LYLE P. STROSNYDER ZONED — 63 LOT 6 !USE - C01''11"'ftKIc.HL `t' t, _ 22.00' i �.� `� o.� �.. ` o� 5 ry, TIC! 75-A-20 __ ►n cvN� tiT r �4� Q m ooQ� ,,r oo..., �� e 5 R� � OWNER - STROSNYDER m o ° '�' ! o N,ks,` �o ZONED 63 "I ►� u �, s , ���,�o o :� USE - COMMERICAL '' _ , LL- CD cy ti �► OC ` r'" dr A, 'k 14 44.00 1� -..-- 20.50 PROP, y STAIRCAS MBA , rP PROP D T IL .._..._....-._.__. ,_.,...._...._._.-. _ ~•. ...•.._... -... .. � SHEET 10 W. + - _ PROP. CG-12 r 7 , ° _ -- 3` rY f��r, SEE DETAI ' �''`:..��' .� .�. � � � . � • 3 � SHEET 10 4 { / WC � /// pi i � w 20.00" _ ... ....... 35' BRL.. I- (j_.,. -._ 2000 Ir W , - _ ` 5 .... USED FOR FRONT YARD SETBACK .... Ln _.._.. STOP BA ,� `* --- o _ ° - STOP SIG" '� 3 2 5 6 /u 44°Oq'2 " 's � '"C LEN- 1?0.75' .N_a._. ..-....m_m.. _ RG-S 55 3 �® CG 90 ... Ep :......., PROJECTS 35' RADIUS PROSPERITY DRIVE - TO CUL-DE-SAC STATE ROUTE 112`1 '\ 60' R/W ° POSTED SPEED=25 MPN EP..... s,T / x Z W O W W Z Z W o to > CID � CO a~ Q ��a R: ^" > �� x c� In�� c W >-�� a� WIW � a to aA C.) a)o o w rn c7 z z z d a z�a Od � U U d H PT" w a E--� C) w a a a w rx Q 0 rn coo ao H OF MARK D. SMITH No, 022837 0 s lo _ NAL a) uj U W V♦ W E- U1 0 O a U � O F-i � wQ W W W � U DATE: APRIL, 2004 SCALE: 1" = 20' DESIGNED BY: CR FILE NO. 2219A SHEET 4 OF 11 x Z IM O Lu ll��-{� 1 1 I 1 1 1 1 9 B i k B IO, djk. i. Px `�1 �.•g'.W..=,°awl y,.,,5_g (� �i— i'T_f_T'".�..T_.,I..�,�'�.�...�.,�._.�... �,.�.�."�._.�,_'�""f t—T_`�l � T T %._i_i__l._1_—f f! Y V t Y i �-i-�•.,I.`..1..-r-`�_-�-r-H-}••++-f--I-+-$~-F~I--I--8-4°-1-+4+~.1-~1...I.~.i--1--I--1-f-�}--i--}--I I {-I~.1--{.-f..~l.~.�-Ft-�-f--{-'�.-`�~.i.-I•�-f•-�i-1•�•-i-1�~f~-I-i-f�-1-i-1-���--r-rr-r-'r-r-r--T -�P~-��-�-•i--t--6--�-~-� W C.S.X. RAILROAD VARIABLE NIDTN R/N Z Wo to co co CQ N 48 21'56 " E 43155' _ y - __ - - _ _ � .... ._..._... . co c,\2 ub In C\2 15' BRL o W� A�,tob�g Iw toa --- EX. 65' POTOMAC E- a EDI SON R✓W iCri d Q) Q PASS THRU ISLAND > SEE DET. SP. 10 w cn "ASON RIGHT OF WAY C PROP. lOs . XI _. ' MPSTER SEE DET. SH.. l0U PAD (- _.-- _ _._ __,• -� o — o ,,, PASS THRU ISLAND ,' ✓ d �" `,.SEE DET. SH. 10 q.00 REV�1- Z`" (TYP �., ci LOT 7 ;. ,A E) E) E E) AID E) I ONAL R T$ T P,4 R TN.ERSI-ll P ti . U) w r.� SS THRU ISLAND". I 2. 00 AC.ISEE DET. SH. 10 �. `fS A IR CA S E So N S L DG � W C SIP, 6 N o _ — - ZONED: 3-3 SIR 5'R_ w ` US � 9I I a E VACANT ED DG, r 1 0 q.0 ( 80 . ry q.00 8 w TY TYP I i ;:. co co S GONGRETF-- /W 2 _ . 22.00' --��' 0rp b. w. ___... 0 00 _ 0 2 o PROP., 17 LOT 8 o STAIRCASE w. v` . 0 - - � TM 75—A-2F m 2o.5o:r o 5'R �. ��o,' �" 7d s'� �'LTH OF L LYLE P. STROSNYDER - �3 hoc ,� �' ~ so ��._. c�,o ZONED - 83 46 � F _ k O o v .. C' LOT �i MARK D, SMITH USE COMMERICAL _ ,.__ a �, Q 22.00' o,� r,T ,� Tr! 75—A-20 b _ ` . °✓ o mr ... �,(y. 0 � �°. ..�„ � � � ✓`� �� � 5 � R.. °� ^ ,'°��4��` - N o , 0 2 2 8 3 7 W _ - z o �' , 11 �o�e %VIC,r/, po �`, �e f/ _ e , `'° ��� OWNER STROSNYDER CIA j m o �.. '#\vimZONED — 63 s cs Q- t >,"ke �,�Po o USE — COMMERICAL SIONAL OL 0 W �. U �e^�2) e O to 44.00 20.50 - . o '� W PROP. •: �'" . `'� � E. - o STAIRCAS • _.._...-,. r co ! 10 PROP. CG-I SEE DETAIL .._..,_. ..,� � SHEET 10 M._ _ PROP. C 12'" W ��,�.✓"._" � a ,�;,� �" �,,., s'� _ �� 3' TY i°�� SEE DETAI ',. SHEET 10 4 m I w 20.00' So F' C ~ ~ �_...._..w.._ ._..._.� �. 35 BRL w , 22.00 � —� �.... 20 � 00 �u o W (� I 5 O ry USED FOR FRONT YARD SETBACK U TY uj STOP STOP S G� �, ``� 0=22 4526" U (� _ it �--- 1t �1 _5 PROJECTE 35' RADIUS 500'+/- TO CUL-DE-SAC PROSPERITY DRIVE STATE ROUTE 112"1 POSTED SPEED=25 MPH 777 EX 84 p SCALE. 1 ' = 20 ROO .�.�. / DESIGNED BY. CR ` FILE N0. 2219A [SHEET 4 OF 11 -)ISON RIGHT OF WAY it �_. _ . ..�... � ��`. "1000000/* LOT 8 TM 75-A-2F LYLE P. STROSNYDER ZONED - 63 USE -COMMERICAL EX, ASPH, FRI", V4/C PROJECTED] 35' RADIUS PROSPERITY L-IN'\/a STATE ROUTE 11211 (00, ?-/v4 POSTED SPEED=25 MPH <E ++++-+++ ' Y*4W4 +4 +f-f+++++H-4-1 1 1 11 1 1 1 H 1 1 1 1 1 11 1 1 1-41 !1 111111111 1 1 1--H--+-4-+i i i i I i i I I i i i i i i I i -+ C.S.Y. RAILROAD VARIABLE WIDTH R/N N 43*21'56 " E 431.55' 15' BRL PASS THRU ISLAND SEE DET. SP. 10 USED FOR FRONT YARD SETBACK L=ql.35' R=230. 00' 41 =22 *4526 C L EIV= c?O. 75' --BR6=5 55*32'04" kV PROP 10' x15' DUMPSTER PAD SEE DET. SW. 10 PASS TPRU ISLAND SEE DET. SP. 10 R E ON /� ADDED AEDI�ONAL A/ STA I Rc�� ' SES" ON BLDG AND BDG 11BIl. LOT 6 TN 75-A-20 OWNER STROSNYDER ZONED 83 USE - COMMERICAL 17411 V x z IM Lu Lu z z LLI CQ LO >M C\2 C\2 It Q) 1 cco\l cc\02 LO 0 c� to tB I (D) C) 9 z x C\l Ln C\j Lu >1 Q) Q) LO tm LO * Q) 0 0 to z z Z E- Z z 0 L) cl) U > aE � a a a It -t c 00 m CD ?�LTHok MARK D, SMITH No 022837 o IVAL DATE: APRIL, 2004 SCALE: 1" = 20' DESIGNED BY: CR FILE NO. 2219A SHEET 4 OF 11 v 14� N Ip N 0 0 0 N N N a> 0 3 U N N 0 w W W c a Z W w w Z_ C9 Z w w a N a� c m c 0 c a� Y a rn N m w 0 1. 2. 3. 4. 5. 6. 7. 8. GENERAL NOTES Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is PP P g P Y P required under State law. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. VD0T GENERAL NOTES Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and 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 govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104,.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including 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 be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision will be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged LEGEND EXISTING INTERMEDIATE CONTOUR - - -- -- - _ _ 33 �- - EXISTING INDEX CONTOUR - --- - - - 330 PROPOSED CONTOUR 40 EX E P EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROP E/P EX C&G EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T EXISTING STORM SEWER -,®1 EX. 15" RCP PROP. 15 RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE VICINITY MAP SCALE: 1" = 2000' z UJ z s W o m CQ � G ,0 ,� 'J~ _., $., > $ � W r. v /q/r i/!!� `'/ � � x I Q LO o It �I (o 0 p 0, � � r q a o Ct 'n a � �' �" SITE ______.. °+ ^ 20 a ,a p go 9 � I � �, '­ c`' �" O �, " , O » 'a `� '® '``�r. ce a° a," ,e " �' "' °° 'RO ,. „a a� y M" � „" �.�,, B7 2 aw SHEET INDEX rn w (A W 1.4 o r � w m 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 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. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Public Service Authority. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed P Y Y g prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Service Authority prior to issuance of grading and/or site development permits. The developer will be responsible for the relocation of an utilities which is required as a result of his P P Y q project. The relocation should be done prior to construction. and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cruse for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V9. The contractor will . be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in 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 Developer shall have, within the limits of the project, an employee certified by the Department of 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, at lest daily ed rainfall prolonged when no rainfall event occurs and weekly during pg, y . V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum �� g P P g Y 36 cover and, when possible, to be installed under roadway drainage facilities. V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. V14. All roadwayfill, base, subsurface material and backfill of utility/storm storm sewer trenches shall beCGi2�pRUISDI�I�N�, Y/ compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. ht-of-wa At the direction of VDOT Ins ector, densit tests performed b a qualified g y P Y P Y q independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. PROPOSED ELECTRIC SERVICE P P EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE -► - -► . • - . -► .. - .. -► FENCELINE EXISTING POWER POLE -a EXISTING TELEPHONE POLE � W !Ti EXISTING WATERLINE W/ TEEO PROPOSED WATERLINE W TEE � ' T' W / EXISTING FIRE HYDRANT c$o EXISTING WATER VALVE - W e W PROPOSED WATER METER m EXISTING REDUCER PROPOSED REDUCER W -a- STOP SIGN HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT STANDARAMPJCRNSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION � COW SHEET SHEET 1 OF 11 E&S CONTROL & DRAINAGE DIVIDES SHEET 2 OF 11 EROSION & SEDIMENT CONTROL DETAILS SHEET 3 OF 11 SITE PLAN SHEET 4 OF 11 GRADING PLAN SHEET 5 OF 11 UTILITY PLAN SHEET 6 OF 11 LANDSCAPE PLAN SHEET 7 OF 11 SIGHT DISTANCE PROFILE SHEET 8 OF 11 SITE DETAILS -SHEET 9 OF 11 SITE DETAILS & PROFILES SHEET 10 OF 11 SWivl COMPUTATIONS & DETAILS SHEET 11 OF 11 z Ul > W (Z; z z Q' U o A 9 a >: a CIO z W o c� W a4 W W Ei A oIt \ co �t \ � \ w •-i \ CO THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SH1�..�L BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION T - 20. 21. 22. 23. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the and engineer must be notified immediately. The contractor is to verifyfield conditions prior to and during construction and notify C_ eenwa . L_�eineerin P g Y , g at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per ,,'..andard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registerec'. professional engineer and results submitted to Frederick Count prior to pavement construction. If a P g Y P P geotechnical report has been prepared, it should supersede the requirements in this note. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating 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 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and P further where determined necessary by VDOT Inspector. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the res onsibilit of the developer. g responsibility P V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or at VDOT's discretion, by VDOT on an accoun.`w receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sin shall be six 6 feet above the edge of pavement and the post shall be installed g ) g P P a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign .material and placement. V18. The developer 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 provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. 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 tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction ;and testing of the density control strip. HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION o ( 100 � I� -(]- T 1 T 12 O - - 12.0 P n PROEI" CT INLd ORMA TION M RK D. 'd N0.022837 O cS' ITH 9 Cs' SITE LOCATION . F REDERICK COUNTY II EX STREET ADDRESS PROSPERITY DRIVE. ; C �- , „ , �� $ PARCEL IDENTIFICA IO _ ti IyO. :�.�-A-2D ��� 4 . 1 LOT AREA 2^00 ACRES -SIONAL DISTURBED AREA 83,650 S.F. - 1.92 ACERS CURRENT ZONING 6:3 ' - CURRENT USE VACANT PROPOSED ZONING e33 PROPOSED USE OFFICE BUILDING HEIGHT: MAXIMUM ALLOWED = 35e PROPOSED = 24'-MAXIMUM SIGNS: NONE BUILDING SETBACKS: REQUIRED: FRONT: 35' PROP BLDGS: FRONT: 82.02' SIDE: 15' SIDE: 15.50' REAR: 15' REAR: 144.45° PARKING CALCULATIONS REQUIRED PARKING FOR OFFICE BLDG "A" REQUIRED PARKING FOR OFFICE BLDG "B OFFICE=1 SPACE PER 250 S.F. OFFICE=1 SPACE PER 250 S.F. 7 440 S.F. 250 S.F.=30 7,440 S.F. 250 S.F.=30 / / cc W E-, FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. 3. 4. 5. 6. 7. 8. 9. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. The contractor shall coordinate with, and arrange for inspection by, the Authority. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's hispector. The Authority's maintenance department shall furnish and install all water meters . through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: P a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. bj The frame and cover shall by set to final grade. pP c The distance between the to of the cover and the co ersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. . For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. 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 specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testin. of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval lette V22. Final Location of CG-12 curb ramps shall be installed where indicated on these plans and/or as specified by VDOT PROPOSED SPOT ELEVATION EXISTING TREE LINE + 7153 TOTAL REQUIRED PARKING=60 SPACES TOTAL PROPOSED PARKING=60 SPACES REQUIRED HC PARKING 1 PER 25 SPACES=3 HC SPACE PROPOSED HC SPACES=4 OPEN SPACE CALCULATIONS F.A.R. CALCULATIONS OPEN SPACE PROVIDED-54,442 S.F. LOT AREA=87,120 S.F. 30% OPEN SPACE. REQUIRED= BUILDING AREA=14 880 S.F. 87,120 S.F. X 0.30= 26,136 S.F. 14,880 S.F. /87,120 S.F. = 0.17 F.A.R. OPEN SPACE PROVIDED LANDSCAPE CALCULATIONS TOTAL PROPOSED IMPERVIOUS PARKING LOT AREA=25,238 S.F. 25,238 S.F./2,000 S.F.=13 PERIMETER PLANTINGS,, PROVIDED 26 REQUIRED INTERIOR PARKING LOT = 5% OR 1 PER 10 SPACES 60 SPACES/10 = 6 INTERIOR PLANTINGS, PROVIDED 8 TOTAL REQUIRED PLANTINGS=19 TREES TOTAL PROVIDED PLANTINGS=34 TREES PROFFERED SCREENING REQUIRED=O TREES, PROVIDED 0 NOTE: ALL ROADS/STREETS TO BE BUILT FOR ACCEPTENCE INTO VDOT SECONDARY SYSTEMS OF HIGHWAYS q LLB E- w W � 0 � � p 1,•�•� Q (24 � W Z �' O ►-, W Q W W � �v OWNERa� CERTIFICATE The foregoing Subdivision of the land of Property Owner is with the free consent and in accordance with the desires of the dersi ned owners, properties and trustees if any.54,442/87,120=0.625% g P Pw t � �D� E � FIRE MARSHALL'S NOTE Fire lane markings and si na e: B g g Any No ki Parng signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. APPROVAL � ���,�� � FR . ERIC ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL TRIP GENERATION DATAZCOUN�TYZONING CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD Project Name: Project Number: c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. 710 GENERAL OFFICE 1,000 S.F. 14,880 S.F. 11 PER 1,000 S.F. OF GROSS FLOOR AREA 164 %� VANCED AJJ SERVICES MORP� GE 2219A e) The Authority will install all sewer laterals. Magisterial District: Date of Plan: (Month, Day, Year) 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. BACK CREEK MAGISTERIAL DISTRICT APRIL, 2004 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. UTILITY CONTACTS Owner: ADVANCED MORTGAGE SERVICES, INC. Address, Including Zip Code & Telephone No. 357 TASKER ROAD STEPHENS CITY, VA 22655 DATE: APRIL, 2004 - Frederick County Sanitation Authority Phone: Verizon (540) 869-3490 P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 SCALE: N/A / Developer: Address, Including Zip Code & Telephone No. 357 TASKER ROAD (540) 868-1061 (301) 954-6282 ADVANCED MORTGAGE SERVICES, INC. STEPHENS CITY, VA 22655 DESIGNED BY: CR HANDICAPPED PARKING NOTE Power: Allegheny Power Gas: Shenandoah Gas Co. ( 540 869-3900 P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 FILE NO. 2219A Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. [SHEET 1 OF 11 Xw � V�� .�/ ��� T '�C`� i �� � G� C� C -�' �j� � �� � �%C� '144 RAILROAD — 146 -- - — - - - - - - - v4k AE31-"144 Z7 — — — - 11'-* UJIDTH R/W 1485 x X W: YNDETAINEI LOT a CA 0.22 - -------- TM 15-A-2F F. 5TR05NYDER I (o '00 ZONED - 53 010m 1,50 cp-NE U6E - COMMEFIGAL __� I � 1 _j 7711, J hllV ! OMNI= mwm� doom= a wommummms mono ITH LUA51-1 RACK T---W ,05FERITY DRIVE 5TAT F ROUTE 1129 601 RjLu po5TED5fzEED=25 MfH LIMT15 OF CLEARING 4 GRADING N440e'2111E lt�sm' 0 CA NOTE, THIS SHEET FOR DRAINAGE DIVIDES, SILTATION, AND EROSION CONTROL ONLYM 00of LIMT16 OF CLEARING 4 GRADING LOT TM 15-A-20 OWNER - 5TR05NYDER ZONED - 53 U5E - COMMEr:,"iOAL EROSION/SEDIMENT CONTROL LEGEND N 0. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF X----X SILT FENCE 3.07 IP ==:@-- STORM DRAIN INLET PROTECTION 3.09 DD 10400- TEMPORARY DIVERSION DIKE 3.10 @ FD TEMPORARY FILL DIVERSION 3.12 DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION 3.20 CHECK DAMS 3.33 SO SO SODDING 3.38 TP 0-0-0 TREE PROTECTION GLIMITS OF CLEARING & GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START C)ETENTION FOND NOTE DETENTION POND TO BE CONSTRUCTED PRIOR TO THE CONSTRUCTION OF THE OTHER 51TE IMPROVEMENTS. POND TO BE USED AS A TEMPORARY SEDIMENT TRAP. INSTALL CONCRETE (STD. MH-1 BARREL) RISER, AT THE SAME ELEVATION A5 FOR FINAL POND. AFTER THE 51TE 16 STABILIZED, REMOVE ALL ACCUMULATED SILT, REGRADE POND TO DESIGN ELEVATIONS. z cc LIJ us z Lu c\1 0 CD Ln CC) �- C\2 C\2 0 m 0 tip 9-4 tn M a z C) I 'tt C\2 in c\1 lu Ln 1:'o I 0 E- U) 01 rill 0) 0 5 C4 Ell 0 z t--i z Z E- Z zoo 0 Vd L) E-; 0 r4 E-4 00 AC',00 �VV`�� MARK D, SMITH INN 1022837 P� 0 X&OIVAL w (9 0 1- cc 0 2 E- U P-1 f2t� E" U) > E- x z W �D E- C) ww DATE: APRI4 2004 MkLE-. 1" = 20' DESIGNED BY CR FILE NO. 2219A SHEET 2 OF 11 v�/ �� r�� �� �� �/� G ��C` �c < 7 � . f �� G �p 2 �� �� 0- M �q N 0 Nr 0 0 N N N rn 0 3 w (n 06 w N N 2 N c m a C9 z w w z 0 z Y cc CL m c cn m PIPE OUTLET CONDITIONS A A, 'IPE OUTLET TO FLAT REA WITH NO DEFINED :HANNEL 3.20-1 ROCK CHECK DAM '� r•r•nr:b'.:b •r•r•r•c•nr•r•r•nr•r•z�r•r•r•r• I=11=11 II 11-11 1�;r�r r�'e.. r�t�r� r�r�r�r�r�r��•r�r�r�r�r�r�r'�'' r � u=•mac .[r. � c•. c c c c ���! n°�t��: ,l�j�t��A �t•� ____ � .I. •r.. i-a.�.�a.� eta: Full, CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE UNE OF POSTS. FLOW III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE SOURCE: Adanted from In"ation of Strait and Fabric Filter Barriers for Sediment Control, PIATB. S 05-1 ffia ad 8 ER0510N/5E0IMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 302 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O X-X x SILT FENCE 307 iP STORM DRAIN INLET PROTECTION 328 GIP CULVERT INLET PROTECTION 3213 � DD TEMPORARY DIVERSION DIKE 3.10 Fp FD TEMPORARY FILL DIVERSION 3.11 (RIUp) D TEMPORARY RIGHT OF WAY DIVERSION 3.12 Dv - DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 320 Cp --- ®--` -- ROCK CHECK DAMS 333 SO SO SODDING 338 TP 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING a GRADING ® DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START SILT FENCE CULVERT INLET PR 0 TECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION T N FLOW ^' ® 2.5' •VDOT #3. #357„ /5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VOOT Standard Sheets and Va. DSWC 3:ifJ:n7 PLATE. 3.08-1 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC SILT FENCE DROP INLET PROTECTION 2 X 4" WOOD FRAME DROP INLET PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION 1MIN. uIII 9; DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual. 1988 PLATE 3.07-1 ('.mmnwntprl Snil PLATE 3.09-1 BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET yyRyyUUqNOFF OVERFLOW SEDTER SEDIMENT 4�b:a'-r�ice•+,r�l+ rtiw `I��j>r.'rt-Ilaw. tao;��w� r WIRE SCREEN I - 2' X 4" WOOD STUD FILTERED WATER O �O CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-6 OJECT DESCRIPTION THIS PROPERTY IS LOCATED OFF OF PROSPERITY DRIVE IN FREDERICK COUNTY. THE SITE AREA IS 2.00 ACRES WITH APPROXIMATELY 1.32 ACRES BEING DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF CONSTRUCTION OF 2 OFFICE BUILDINGS AND ASSOCIATED APPURTANANCES. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY VACANT. THE SITE CONSISTS OF OPEN FIELDS WITH ROLLING TERRAIN. STORM WATER MANAGEMENT PROVIDED ON -SITE BY A PROPOSED POND. EXISTING SOILS HAVE SLIGHT TO MODERATE EROSION HAZARD PER THE FREDERICK COUNTY SOIL SURVEY BOOK ADJACENT PROPERTY THE SITE IS BOUNDED BY PROSPERITY DRIVE ON THE SOUTH EAST, CSX RAILROAD TO THE NORTH, AND THE REMAINDER OF THE PROPERTY IS SURROUNDED BY 5-3 ZONED PROPERTY. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK GRADING WILL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN PLACE. STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM SHADY ELM RD. (RT. 651) SILT FENCE (325) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. CHECK DAMS (320) SHALL BE INSTALLED IN EXISTING ROAD DITCHES TO REDUCE VELOCITIES OF CONCENTRATED FLOWS. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. TEMPORARY SLOPE DRAINS (3.15) SHALL BE INSTALLED TO CONDUCT CONCENTRATED RUNOFF SAFELY FROM THE TOP TO THE BOTTOM OF ALL FILL SLOPES UNTIL FINAL GRADES ARE REACHED AND THE SLOPE IS STABILIZED. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED - ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. UTILITY CONSTRUCTION PROVIDE SILT FENCE AND/OR OTHER CONREOL DEVICES, AS MAY BE REQUIRED, T. CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. PROVIDE A TEMPORARY STONE SPLASH PAD AT ALL FIRE HYDRANTS OR OTHER POINTS OF DISCHARGE DURING TESTING OF THE WATER DISTRIBUTION SYSTEM. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. GRASSING t SEEDING SCHEDULE FESCUE 6 40 LBSJACRE RYE 20 LBSJACRE FERTILIZER 9 1000 LBSJACREt 10-10-10 OR EQUAL STRAW MULCH 0 2 TONS/ACRE LIMESTONE 6 1 1/2 TONS/ACRE ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE, THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER i GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN OB INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY. SHOULD THE FABRIC ON A SILT FENCE OR FILTER FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE HEIGHT OF THE SILT FENCE OR MAKE THE SILT FENCE INEFFECTIVE. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. 1. FINAL GRADING. 6. RESTORATION AND STABILIZATION OF DISTURBED AREAS. S. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR STORM WATER POLLUTION PREVENTION NOTES I. THIS SITE PLAN SET IS TO BE INCORPORATED AS PART OF THE STORM WATER POLLUTION PREVENTION PLANS AND PERMIT. 2. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS EXPOSED TO STORM WATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORM WATER DISCHARGES. 3. EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE RESPONSIBLE LAND DISTURBER TO ENSURE THEY ARE OPERATING CORRECTLY. DISCHARGE AND DOWNSTREAM LOCATIONS SHALL ALSO BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. IF EXISTING CONTROL MEASURES NEED MODIFICATION OR ADDITIONAL MEASURES ARE NEEDED, IMPLEMENTATION SHALL BE COMPLETED BEFORE THE NEXT ANTICIPATED STORM EVENT. 4. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR PREPARING INSPECTION REPORTS PER PART II, D., 4., C. (INSPECTIONS) AS REQUIRED BY THE PERMIT. 5. THERE ARE NO KNOWN, NONSTORM WATER DISCHARGES ASSOCIATED WITH THIS PLAN. GRASSING t SEEDING SCHEDULE (SUMMER) BERMUDA 9 4 LBSJACRE MILLET 0 40 LBSJACRE FERTILIZER a 1000 LBSJACREt 10-10-10 OR EQUAL By. MULCH B 2 TONS/ACRE LIMESTONE ® 1 1/2 TONS/ACRE RESPONSIBLE LAND DISTURBER NAME. Mark Kline CERTIFICATION III*: IS65C EXF. DATE: 4/14/®9 THE RE5PON515LE LAND DISTURBER 15 THE F'AfiRTY RESFON515LE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. Z I O W W Wo 0 CD 02 al 00 4)•� Q1 a '� c ti0 I Z ~y IILA o o I c x W Loci g�� W o�� a� - 9 r-I a� Ey f=. a 1(_ Ilk 0 0 W0 cn z a � w �7' o 0 1-4 U) < V u PLO U W a Ey O w w P4 04 a pq W a E \ rn A CD co TH 1 M RK D. ITH N0, 022837 OA ssI®NAL �G Vd co jr co E- W V, � Q E� o W Q > Z E-4 �71 Uon H C) O z ~ W (4 � ® (=1 O H W � W In DATE: APRIL, 2004 SCALE: NTS DESIGNED BY: CR FILE NO. 2219A SHEET 3 OF 11 d rn M N O O O N N N O 3 a Q rn N N i V' O N U) c z w w z w co a� c U) m 3 0 P Y Q rn N CN a� C.S.X. RAILROAD VARIA53LE WIDTH R/W N 407156 " E 431.55' EX. 65' POTOMAC EDISON RAU I 1 I PASS TNRU ISLAND SEE DET. SH. 10 d RIGHT OF WAY _ - •� �" --- --- == - -~ I � __ .. .•-- - --'__ CCs-6_ - --- --- --- --- ------ --- — / / _ -- --- "" I PROP. 10' x15' DUMPSTER PAD / �j� _ SEE DET. SH. 10 / ( I N a00' p`" PASS TNRU ISLAND (TYP) O b � .\ SEE DET. SH. 10 I I l 9.00 y� I(TYP)1-6 I �¢ LOT 7 I I 11 T ti IN t� T P,4RTlV�f�SI�IP PASS TNRU fSLAND I I 0 �.�� AC, SEE DET. SH. 10 II - .ZONE,0: 5-3 5'R E5, I I I VACANT T I' O r I 0 6 9.00 (TYP) 8 f I5R I 11 CONCRI^1 E' 22 00' 20-00, LOT 8 I '� "5'R � b ��, f I / TM 15-A-2F LYLE P. 6TR06NYDER ZONED - 53 11 m ,. ;� . b s �' �(D />k� LOT USE - COMMERICAL a �, Q e e e 22,00' .� � j`: ; �ti� / � TM 15-,4-20 II / " ;, 5 R ,h� OWNER - 5TR05NYDER ZONED - 83 17 USE - COMMERICAL f Q c)OJ�p II ` ♦a- � p Q A �Q ; ,r f O cl� X p ' EX. ASPH. PR GG. I I ff ti 00 0� 0 I I-...-20.50 � PROP. "";•• :. ' :.®a•:: � •. oo.\ �0 ��/ STAIRCASE 00, PROP. SEE DETAIL _ -- -- I SHEET 10 PROP. CGS-12 / I I 3 ' trp ° ��-l/_, SEE DETAIL/ SHEET 10, w � ss 14/C 1 w 20.0;0, ' e _ w ; USED FOR FRONT Ln YARD SETBACK -,�o - 3 trP. BAR A=224526" STOP SIGN Ul _ _.-- C LEN= 55 44-0912111 32 37.90 � �"�.. —BRG=s 55 32`04" cu PROJECTED~--- 35' RADIUS TY DRIVE 500'+l- TO CUL-DE-SAC PROSPERI STATE ROUTE 1123 \ POSTED PEED =25 MPH -- - -- A r EX. Er' __- — Sys/r •°'\ \ \ x z O W W Z z W O L, �- co 00 a' co � CO U tt0 Z~� . 4c, W x Lo LLI q Lo "� a E m aa) o WU) t5 z z� z H a z O Oyj U U d 1�i U � W H a�W a a a W Qr' W A 00 p a/MYRK D S'M-(T H NN 022837 9 •cuss � cs� I DNAL co) W W E' co) W r� V1 Q E-,o W E-' �r THE HN rw, W rQ, W W � DATE: APRIL, 2004 SCALE: 1" = 20' DESIGNED BY: CR FILE NO. 2219A SHEET 4 OF 11 0 3U X w I I F-T-T-T-T I T T I T I H i i i i i i i i i f-+++++-H i i i i i i i i i i i i i i i i i i i i i i i i i i i 1 1 1 rl-i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — - — — — — — — — — -- — — — — — — — — — — — — — — 144 - - - - - - - - - - - - - - - - — - - G.5.X. RAILROAD 144 — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — -- - - - - - - - - - - - - - - - - - - 146 - - - - - - — - - - - - — ARIA5LE WIDTH — — — — — — — — — — — — — — — — 145 — - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - -- - 152 --7 x IN 1154 x I�isaNuOa��rcERA CL 111 6 0.50% tD TNTJ6K-4=ON INV 4 HT OF WAY CUR5 45 40 56 5a 5C 58o — 80, 59f-o S-c (a !� 53,15 200 5 5C 5 a 15C I INV 000 000 E3C (0 -S 7C '000 oo,//" 0 (o 5c, f 25 00 ( '050 Bc 5C 65- 0 5C 00 (01 5C ss 3"' <-.- �-j 4 2 599- 00 -ul . ..... 50 30 5C 5 2 TN-V (o 2 �5 15 30'4611 RC10 (o 0 CL, /// 6 c0103.1 LOT 6 5C 0 Vel TM Ir-.5-A-9r- 16,�),qo (o t9�4 .1 1, .. -0.. 0 .01 foz� ".111-6 - - - (o 0 5C LYLE F. 5TR06NYI)ER ZONED - 53 eo U5E COMMERICAL 0 5e 25 50 �9 57 0 5C 35 -A Q oue, 58 5C 00 (o 5C tj.; d) 0) 'n otab 042 -A C) 9A 0 Sa 50 N (00 is D 9 0 0015 (00— IlIz? s00 > 0 06 ��o— (o 1(' 162 EX. ASPH. (o 0 0 5 0 1(00 ro 9 -Lo � . ... . . . PROP. �O 6250 STAIRCASE 17 6100d. roe . . . . . . . . . . 0 ro 2 5 130 c% 225 62112) IBC d , .. V EC i9l$l , \j 10 50 15C U25 2 (OC3 I A)< C 2.07oo 44 (o 2 (02 wo/ 5C 62 § (o 2 k2- ILOI' TM 15-A-20 OWNER - STR06NYIDER ZONED - 53 U6E - C;Ot`,;lERllCAL WC H/c (o 2IBC )< I tl 62�62- `� I -� . I . . , / ) �%� \� _a25 PROPOSED SPOT SHOTS LABELED WITH A 115C11 -----------II � .. : (o 4 B-C 80 f5c Fo 6435 DESIGNATION AIRE BOTTOM OF CURB SPOT SHOTS, HP 85 6I I � , // � � 4- 03(00 BC (o 3 No -No-\ \_. � (o30 m Ci - - won=. w-m amomm 2 (0550 MATCH EX. 3 3— J, \1� -er- 20 ITP -------- - GRADE 4 - - ------- 00 PROSPERITY DRIVE STATE ROTE 112 - - - \ (00 POSTED SPEED =25 MPH EX. ES_ N44-0312111E .OWN ON77,4L C4 Flo � ,: , \ z C:) LU LU z z LU C Lo >0 to N C\2 co -4 It (2) co —1 rl 1 0 01 CO C.) co ocu co 1 0) C) ca LU a) I 4MJ to cu I- Q) I r. �j LU C:) 0 E- (A w CA) Q) 0 to co z z Z Qi U) z zoo 0 r4 04 E-: 0 rx ov MARK D. SMITH N .022837 P-1 L 0) uj OC w E- f) c w E- U) > � E" z 0 z � w w cl DATE: APRIL, 2004 SCALE: I" = 20' DESIGNED BY CR FILE NO. 2219A SHEET 5 OF 11 0 Lo 1p N 0 0 0 N N N O 3 N CN /n a) 0 x x �■ di EX UJIRE . E..NCE LINE 15'-EC l I O 01 E - -- F_ - - E - --- E E E - E Ex. OVERHEAD WIRc --- E E E E F m�� � - - E E E - E - E - E _ W 0 � � Lo � /J EXISTING OVERHEAD EX. �05' I�aTOMAC ----- Q G� � _ --- -- --- •- c� � � � co co) __ .-..•.-__ _ -.-- ELECTRIC WIRES ED15ON R/W EX. UP tco\1 X ` averhe' d Wire _ I � - -- --aver d r� E E -- - E E E EX. aYENEAD WIRw, E E E � ___-___ _ _. -- _ _ E E - E E- -- E - - E------- Z x> ■ � ■ � Q) in�� �. at E1='1b 3' at E1= �1 .8' 44 �_ --- -- :: W I � ' I o 0 � A, as ED SON RIG T OF WAY_— zz i PROP. 5WM ACCESS E MAINT. ESMT. I I 6L)L co cn w o I 1 I I I I } p 15'-EC-1 N w rn z z co I 1 ' .I z I 1 O cnM 2 W a LOT 8 _ ��.- i► d ___------?^ o a4 w TM 15-A-2F LYLE P. 5TR05NYDER w- _ — X� _.�, I-FN A55EMBLY ° w W ZONED - 53 � I �1 b ' : p:. LOT l w o 0 USE -COMMERICAL Q r p �� M `�5-A-20 co cu I 1(1-�7� ram-, m a M 11 °I �: m � ,� to a � is ."• PROF.20' ESMT. ��: �, OLUNER 5TR05NYDER ZON1 c D - 53 Q co co o � � � � .',, ,...._, ,�`• .. �, USE COMMERICAL of OpL N �, UJ RDCR ,.:. ARK D, SMITH EX. ASPN. I Q =10 0 Q Atoss QC v �0�'�`�ZONAL p "� No, 022837 W o — �/O INv=1565 PROP. STAIRCASE o.. . � ` ` p a• p V C o _ 5/8" METER . '- ��o ° _. _-- ---� 50 -4 SAN. LAT. % 2089' (MIN) / E- u II 45 BE C/o INv=15(oB5 110'-4" SAN. LAT. H/C I II � --=- �[� m ,� 2.O6% (MIN) w f—I H N/l✓ / EX. ELEC. I ! 1 � ` X PROP. 20 FCSA TRANS. 6AN ITARI' SEWS EX. FED. EASEMENT r- --- REMOVE 8" PLUG 4 REPLACE WITH 8" x 6" REDUCERE- ,_•_, i r-� 1-45° BEND EX. AIR RELEA5E VALVE W .__.---., �J ... �'^�� 711 -----= ----•' EX. 6M TOP=16323 Ex O _, . `- \ ✓' � \ X. WM N METER BOX 15 TO BE RE�fOYED W Q � Rom', .._......� -_. _ _ _ _ ..- __.__= ,_.,,- INV=751.89 EX 811 5' -WE ^LINE- _..,,_�- S — --- z PROSPERITY DRIVE STATE ROUTE 1129 60, R/W POSTED SPEED =25 MPH �o �. )~ P _ ---� _ -owwo�� �.. 4� >�iZ C o 04� o `'.� EX. 5MN �'�) ~ i TOP=763.I1 ee \ DATE: APRIL, 2004 � �)l -4� � 4TINV=750.99 Ex \ SCALE: 1" = 20' L DESIGNED BY: CR FILE NO. 2219A SHEET 6 OF 11 30 X w . T Z G C I w 0- U) 0 z (3) 04 c� r- 0 (1) U) z Ix w w z z w (u CL 0 V) cr) 4 X-- I Llly 0 T 6 - A - 2 F Dw EX C-6' POTOMAC- ED160isll WW '051FRIT y DRIVE 5TATE ROUTE 1129 (00, p05TEP 5PEED=25 MI Iv -��TE Ex (5 NU I b I Hlb SHEET I E)w R5 LC G C3 TREE LECz'ENF,) SYMBOL QUANTITY NAME 148�Gflg�'eNTTI%ME REMARKS CALIFEF, REMARKS R5 8 RED 5U[) 545 21, MIN DW DOGWOOD 545 21, MIN wo 5 WHITE OAK 545 2" MIN FRO 5 RED OAK 545 2" MIN LC 10 LEYLAND CYFRE55 545 21, MIN a 0 z I 0 Lu z z C\2 0 Lr) (0 N N 00 -1 It E 0 CO C-) CO C\2 CID Lmo z c I c\) 'u in C\2 r- to A zn) cl, 0 't 4 LO W C.) LO a) a) 0 bL z z Z co E- Z z d 0 0 ce U U a a 00 C\l 00 MARK D, SMITH No 022837 A:�) DATE: APRIL, 2004 SCALE: I" = 20' DESIGNED BY: CR FILE NO. 2219A SHEET 7 OF 11 x w e- a ,-;r G R 3 w J 0 a 0 U) 0) N CV 00 0 a) U) c a t9 z w w w z z w Y ca a_ ul N a� c .N m c 0 c L a� Y a rn BIGHT D I STANCE PROF I L E INTX. PROP. CG-11 4 PROSPERITY DR. 5CALE: HORZ. 1" = 20' VE RT. 1 " = 5' 1+00 1+20 1+40 1400 1+80 8+00 8+20 8+40 8400 8+00 9+00 9+20 9+40 C3 40 0 9+80 10+00 10+20 10+40 70400 0 s 0 ii ii ii ii 11400 : ii ii ii ii • o . ii : ii ii ii x Z cc O W W Z Z Wo Lr, Q aQ) L," '�'• � C37 cU LO U 4fl ~ v' c, x c W a0 L w �r A .�-i Lam. U) V) w i/l 0 z z U) E- z a w zoo O U U U d �+ hH r E U a' P>w a w a a w a H 00 Q to 00 v No, 022837 �SIONAL �Cs DATE: APRIL, 2004 SCALE: V: 1" = 55' DESIGNED BY: CR FILE NO. 2219A CV n� a; .0 G Ow SHEET 8 OF 11 7 O 7t cM N 0 0 O a N O 3 J LU 0 LU F_- tn Q N N 0) 9 .-, a) U) C N _Z W W LU Z LU Y (0 a rn rA a1 .N m C 0 ++ N C m` r i ua a� NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 4" I 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE r EXCEEDED STANDARD CG-7 IS REQUIRED. ° , • > . °' Al. D. •e The bottom of the curb and gutter may be constructed 2'-0" parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. This area may be concrete SPECIFICATION COMBINATION 6" CURB & GUTTER REFERENCE ,OS 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 EX EP 12• 2' POINT OF FINISHED GRAD£ �— 1 4":1 2" SURFACE SM-12.5A OR SM-9.5A 6" BASE BM-25 "12" TYPE 1 SUBBASE AGGR, BASE 21-B LIMITS OF SUBBASE COMPACTED SUBGRADE SHALL BE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT PER VDOT VTM-1 METHOD ULTIMATE PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING PAVEMENT SECTION ON VALLEY AVENUE. THE CONTRACTOR SHALL PERFORM A TEST BORING FOR VERIFICATION PURPOSES. STANDARD TYPICAL SECTION FOR ENTRANCES, TURN LANES AND TAPER NOTE.' PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF (P. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. METER BOX and COVER treated 2N 4" with meter box top 6" painted blue and cover sidewalk 5 ft 24 18" ' meter by 18"-21" F.C.S.A. 3" stone surrounding box _ /" CTS polyethylene tubing :'::': g :::: g^ ; :•::: (PET) 200 psi with SS inserts saddle with O.D. at all connections corp stop stone 8 1 ° coupling (PJX FIP) C14-44 with SS insert and MIP plastic plug INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 51W"A3/4", 3/4" & 1" METER INSTALLATION (4 FOOT COVER) Revised Figure 5 Oct 03 Meter Size CoppersetteW7 TV w! C14-44 11Y,,'O.D, METER SIZE METER BOX METER BOX COVER 5/8'k3/4" or 3/4" 18 in. Dia. Non -Traffic M32GPW Traffic A32HH - T 1" 24 in. Die. Non -Traffic MG30 (Frame) WITH RML-1-T (fop Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) r 5/8" x 3/4" A•C3635-01 w17Yz° Opening 3/4" A•C3635.01 w/ 7Yx" Opening 1" A•8531&OB w/ 10 %" Opening COPPERSETTER COMPONENTS meter height service line copper Inlet- -Outlet- size connection bar tubing size Angle Ball Valve Angle Check Valve 5l8'k3/4" 18" D•3101412 w/ C14-44 1 }, "O D BA13-332 W-SN HHCA31-323-N-SN w/ SS Insert w/ CSB-43 w/ CSB-43 3/4" 18" D-3101412 w/ C1444 1 Ye "O•D• BA13-332 W-SN HHCA31-323-N-SN w/ SS Insert w/ CSB-43 w/ CS&43 i° 18" D-3101412 BA31.444 W HHCA31-444- 11 Street approach some (radius to be as +i A� surfacing as mainline roadway shown on pions) ------ - -7--C \ / L C I Radial ombinotion ST'D CGi12�\ i.,Yl `' J curb and gutter (St'd. CG-6) `X\\��l\ �� ,x, ® I e 4' SIDEw®t \ I o io: 16IOptional vExpan Flow Line Joint A - I Note: Width "B' 2'-0' or as Mainline roadway shown on typical section. PLAN VIEW (Radius to be as shown on plans) 4I B� T ,"A I 6" Cliasa A3 (H.E.S. (Concrete ° Expansion Joint SECTION C-C CG-11 10' Parabolic Curve ® Construct Grade changes with a parabolic curve. Edge of shoulder 8% Max. or Optional Flow Line —� Slope Change ® — D When St°d. CG-11 Is used for entrances built _ in conjunction with VDOT projects, please Mainline Roadway — — — — — — — — — note the following: 8X Max Slope Chonga ® D XIMainline pavement shall be constructed D to the R/W line (except any subgrode 40' Min. for Street Connection stabilization required for mainline pavement which can be omitted in ZO' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A — A ® Radial curb or combination curb and gutter shall not be constructed beyond the R/W Iine except for Guidelines for Grade Change D replacement purposes. When used in conjunction with standard CG-3 or CG-7, the curb face on this Entrance Volume Desirable Maximum Standard is to be adjusted to match the High (more than 1500 VPD) 0 X 3 % mountable curb configuration. See Standard CG-12 for Curb Ram design Medium '500-1500 VPD) f 3 R 6 R to be used with this Standard. p 9 Low (less than 500 VPD) '- 6 R 8 X ® When the entrance radii cannot accommodate the turning requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. X Optional fbwline may be used for entrances In cut sections. Optional fbwline may require warping of a portion of gutter to preclude ponding of water. SREFERENCEN METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 NOT TO SCALE LIGHT PAVEMENT SECTION 2.017 SM-2A 2.0" BM-2 6" 21-B BASE STONE PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNE55 PRIOR TO CONSTRUCTION. SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed bell 45' bend bell adapter (see note) SDR 35 8"x4' as' bell wye ?see note) location 2' SDR 21 gasketed pipe and fittings SCH 40 solvent - weld cap property line 4' pipe at 2.00% minimum grade concrete cradle if top of main is greater than 15' deep ;6- min. cover treated 2'x 4' with - top 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 CG-12C a MIN � 4' NIN. 5 , .Y $ o' a `T1 o -tP 40 12:1 Q! .gY 5',M1N. S$• °• •' ° ' CROSSWALK 2' MIN. T AT 2" HIGHER THAN ED yOF PAVEMENT AT*-* SAME AS TOP OF CURB n II CROSSWALK TYPICAL PLACE ENT AT INTERSECTION o: a 4� WITH BUFFER STRIP b �7" WHERE STD. CG-3 CG-7 IS USED 2'-0" 5'-0' 3, MIN. �Tp �G -62 5' MIN. 10:1 MAX. OR CG 00:1 MAX. OTRD.. C�G62 6 12:1 48:1 MAX 20:1 A ALTERATIONS • . , . a a" 4' MIN. .5' 0' 4' MI f' • ..:.. •, ° PERMISSIBLE SECTION A -A CONSTRUCTION JOINT NOTES: g -- - g THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. •�• in DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED 6' SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE, I CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL 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 A FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. SLOPING SIDES OF CURB RAMP MAY BE (POURED MONOUTTHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TANGENT PLAN IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. Fo LIMITS OF EXPOSED AGGREGATE SIDEWALK PRECAST CONCRETE SHALL BE CLASS A-4. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP # 5 DOWELS, 8" FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". LONG ® 12" C-C CURB RAMPS WILL BE MEASURED AND PAJD FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT SLOPE 12:1 PERMISSIBLE CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. MAXIMUM �CONST. JOINT CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT "s CURT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS °� TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. SECTION B-B CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE ® WITHIN THE RIGHT OF ® UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PATH CONNF`CTING ALL ACCESSIBLE ELEMENTS OF A PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS FACILITY THAT CAN BE APPROACHED, ENTERED AND OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. USED BY PERSONS WITH MOBILITY IMPAIRMENTS. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP SPECIFICATION REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) 105 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS SECTION 301-04 SI� Ioil � :J..as«. �• A ., .. ,.: CLASS A-3 CONCRETE VI 5ASE 21- A COMPACTED SU5GRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METHOD) TFRA&H [)UMf',5T iR FAD (NOT TO SCALE) Ot-dumppad I"X4"X4'-6" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 4"X4"X8' POSTS NOTES: I. PRESERVATIVE STAIN ON ALL WOOD. — '^ COLOR TO MATCH THAT OF BLDG. 2. FINI5HED SIDE OF FENCE SHALL FACE I C4 ADJOINING PROPERTY, IF APPLICABLE. �o COMPACTED GRAVEL sT I TT— WOOD FENCE DETAIL FOR DU` E"51ER ENGLOSUfRE NOT TO SCALE SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. F.C. OR E.P.SIGN (SEE DETAIL) 2' WHEEL STOP 0 CV O 00 LIGHT COLORED REFLECTIVE BACKGROUND MAT'L. 12" 1 DARK COLORED 2" LETTERS i & 3/8" BORDER RESERVED INTERNATIONAL SYMBOL PARKING OF ACCESSIBILITY 61 " � 24 4.0'.0' MIN. 7.0' MAX. DISPLAY CONDITIONS UNLAWFUL 4" STEEL PIPE FILLED WITH CONCRETE PARKING IN THIS SPACE IS SUBJECT TO A FIN OF DARK COLORED REFLECTIVE 50.00 TO 100.00 BACKGROUND MATERIAL * WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE, NOTE: DIMENSION SHALL BE 8' IN ACCORDANCE WITH LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED VUSBC MINIMUM REQUIREMENTS. AT SAME POINT ADJACENT TO THE 8' AISLE. HP-1 COUNTY OF 650.41PRINCE WILLIAM HANDICAPPED PARKING SPACE STANDARD VIRGINIA TREE CG-6 CGRASS 1 � PASS THROUGH AREA CG-6 PASS THROUGH ISLAND DETAIL NTS o.D 3eneral bac6 see note) select back note) NOTE: To be compacted to 95% of ASTM D698 maximum density TRENCH & BEDDING Figure 1 6' dia. schedule 40 steel pipe filled with concrete. and pointed yellow 18" dia. concrete — encasement asnll select bockfill note) 7' 2' I Fm Y 3 d BOLLARD DETAIL direction of setting to be approved prior to installation as required I concrete pad 1'-6' sq. x 6" deep FIRE HYDRANT ASSEMBLY Figure 9 screw type adjustable alve box I I .— locator marker mechanical joint swivel tee with 6" branch KoA I LU Z Z W o ,n CQ CO � 1 '� Qr. CO rp 0) t20 �-I tag RON0 �� r�a' I I o I � CY2 'a✓ W C � Q) 0� ti U ato 00 e—I E-y fs4 m rn �a W r/� 04 Z z U) E a z w zoo 0 "U� U H W to LT4 H C) r4 W > a 0-4 w a EWI \ \ A CO CD 00 %j MARK R S ITH No022837 s�IONAL � W 0 Ir L) �W VJ � E-4 W U1 Q ✓> 1-•a Q4 y Z H E-4 E O W cc < U 0 W w W l< DATE: APRIL, 2004 SCALE: N/A DESIGNED BY: CR FILE NO. 2219A SHEET 9 OF 11 '.1 N O 0 O 0 0 N N N 0) O 3 a m W ILL 0 W a 06 J W 0 W H Q — N N 1 O W U) C N a C9 z X W W z 0 z W Y a_ r0 V) V) lU m c 3 0 rn c Y Q 0) N 0 w 0 �O rrr top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24" min. above grade in easement areas) square skid pad 8" thick— {I 3/4" x 2" butyl joint sealant ° 3/4" concrete anchor bolts (4 each) �. 35" max. • adjustment rings (11" max.) concrete ASTMG150 4000 psi 2" or 18" (typ.) waterproof coating CS-55 by Conseal joints are to be sealed with "O" ring gasket <41. •a 1" nominal size RV 30 butyl . • joint sealant applied ° between joints and on exterior side of joints variable 4'.0" I.D. — pipe to manhole connection to be 5„ d by flexible sleeve invert channel to provide a f smooth transition in to out, 3'-0"min. for all connections 2'-0' max. 4' 0"max. estop r :pig . :r h; ♦ of bench -wall recast invert or grout r' ^ same elev. as bottom to form channel �• ".r•ti ;= �? " D/2 ' � =j ;, -.tiw:. :d'�•:•.iJ�.;.'<;»: top of pipe e" 8" bedding stone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to Installation. 2. if adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Revised Figure 12 Oct 2003 115 110 165 155 150 145 140 9450 NO 115 110 165 155 150 145 new manhole stub 3-5 ft. existing line base section existing line c: t• 41 repair coupling 6' stone bedding section of Tine to be removed CUT IN NEW MANHOLE ON EXISTING LINE Figure 14 110 165 155 150 9+50 10 400 10 450 11 +00 11 +50 WATERL IN FIROP I LE R cast iron cleanout cap with brass / plug must be 8" from the top of the screw type adjustable box finished grade square concrete skid pad 20"x 20"x 8" deep e cast iron cleanout cap with brass oqo VALCO, Inc plug having a countersunk square Fig. No. 71 BOB Ihead Panelia Model PA4SV-CSK (4') v�V with lid marked "SEWER' SDR 21 - cleanout pipe bottom section of box brick base SDR 35 spigot by SDR 35 N SDR21 gasketed yrq `bell adapter gasketed bell wye ;.'•':�`•; sandy (see not ^"•; SDR 35 gasketed sewer main 't", �? SDR 21- y, `::" °'s':belli 45° bend 110 165 160 155 150 12+00 `— 8" stone bedding) NOTE : if top of sewer main is greater than 115' deep, then wye and bend to be heavy well SDR35. SEWER CLEANOU'T Figure 17 Revised Oct 03 16! 155 145 140 i . .... r _. tv 9+50 10+00 5TM 1-2 FIR®P I L 165 155 150 30'-18" RGP ;L. 11 1.00% 145 O LU UA z z WO to CD CV CO ��++ G .� CQ CC) U LO ROO 65 Cn z ­r > x C) I 1�y C\2 W'H Q) P Q) Imo^`` 1 Q) ,~ 0 �t iQ)-4 w"' ew LO N Q% GL C7 z z E- E~ w zod o HU G� a AO W 9 a a a w Ix CD w A to 00 L MARK D SMITH 9 No.022837 s`SI�NAL DATE: APRIL, 2004 SCALE: V:' lip= 5050 DESIGNED BY: CR FILE NO. 2219A SHEET 10 OF 11 Hydrograph Report Page Hydraflow Hydrographs by Intelisolve Hyd. No. 2 pond routing Hydrograph type = Reservoir Peak discharge = 1.13 cfs Storm frequency = 2 yrs Time interval = 1 ruin Inflow hyd. No. = 1 Reservoir name = New Pond1 Max. Elevation = 51.33 ft Max. Storage = 0.037 acft Outflow hydrograph volume = 0.049 acft Storage Indication method used. Hydrograph Discharge Table a Time Inflow Elevation Clv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.03 2.17 50.49 0.03 0.03 ----- ----- ----- ----- ----- ----- ----- ----- ----- 0.03 15 0.3 0.05 3.26 50.62 0.15 0.15 ----- ----- ----- ----- ----- - ----- 0.399 0.07 4.35 50.79 0.42 0.39 ----- ----- ----- ----- ----- _____ ----- 76 0.90 ' 0.08 5.43 « 51.00 0.76 0.76 ---------- ----- ----- ----- -r--- 0. 0.10 4.75 51.10 0.91 0.90 ----- ----- ----- "-"-- ----- ----- ----- 0.98 0.12 4.07 51.18 1.00 0.98 ----- ----- ----- ----- ----- ----- -- --- 1.04 0.13 3.40 51.24 1.08 1.04 ----- ----- ----- ----- ----- ----- ----- 1.09 0.15 2.72 51.29 1.10 1.09 ----- ----- ----- ----- ----- ----- ----- 1.12 0.17 2.04 51.32 1.13 1.12 ----- ----- ----- ----- ----- ----- ----- 1.13 « 0.18 1.36 51.33 << 1.15 1.13 ----- ----- ----- ----- ----- 6 5 4 3 2 1 0 0.0 0.3 0.7 1.0 1.4 1.7 2.1 2.4 2.8 3.1 3.5 Time (hrs) Hyd. 11 / Hyd. 2 Reservoir Report Page 1 Hydraflow Hydrographs by Intelisolve Reservoir No. 1 - New Pondl Pond Data Pond storage is based on known contour areas. Average end area method used. Stage /Storage Table Elevation (ft)Contour area (sgft) Incr. Storage (acft) Total storage (acft) Stage (ft) 50.38 0.0000 0 0 0O 0 0.62 51.00 2,416 0 0 1.12 51.50 2,843 0 0 1.12 52.00 5,820 0 0 2.12 52.50 6,348 0 0 2.62 53.00 6,890 0 0 3.12 53.50 7,447 0 0 3.62 54.00 8,016 0 1 4.12 54.50 8,405 0 1 4.62 55.00 8,800 Weir Structures Culvert / Orifice Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 15.0 8.0 0.0 0.0 Crest Len ft = 12.56 0.00 0.00 0.00 0.00 0.00 0.00 Span in = 15.0 8.0 0.0 0.0 Crest El. ft = 3.33 Weir Coeff. = 3.33 0.00 0.00 No. Barrels = 1 1 0 Invert El. ft = 50.38 50.38 0.00 0 0.00 Weir Type = Riser ..00 No No Length ft = 75.0 0.0 0.0 0.0 Multi -Stage = Yes No Slope % = 0.50 0.00 0.00 0.00 N-value = .013 .013 .000 .000 Orif. Coeff. = 0.60 0.60 0.00 0.00 Exfiltration Rate = 0.00 in/hr/sgft Tailwater Elev. = 0.00 ft Multi -Stage = n/a Yes No No Note: AO oudlows have been analyzed under inlet and outlet control. Stage / Storage / Discharge Table il Total Stage Storage Elevation A Civ B CIV C Civ D Wr A cis cfs; cfsWr ® cfs cis ft acft ft cCIv fs cfs cfs cfs cfs 0.00 0.00 0 50.38 0.00 0.00 --- 0.00 0.00 -- - - - - 0.76 0.62 0 51.00 0.76 0.76 _-- - 0.00 - - ___ 1.29 1.12 0 51.50 1.29 1.29 --- --- 0.00 - - . ___ 1.68 1.62 0 52.00 1.73 1.68 --- - -- --- _� _._ --- 6.04 2.12 0 52.50 6.04 0.29 - - 7.08 - - --- ___ 7.22 2.62 0 53.00 7.23 0.14 - - 8.11 _ 8.11 --- --- ___ 8.20 3.12 0 53.50 8.21 0.09 --- --- 8.85 -- ___ 8.92 3.62 0 54.00 9.08 0.07 --- - 9.78 - - ::: --- ___ 9.83 4.12 1 54.50 9.87 0.06 -__ --- 10.45 - - - ._ 10.50 4.62 1 55.00 10.61 0.05 - - --- TORM 5EWER DE51GN COMPUTATION5 FROM PNT 2 TO POINT 1 DR,4N. ARIA ACFES 0.7 RUNOFF COEFF. C 0.15 CA INLET TIME MIN. 5 RAINFALL INTENSITY IN./HR. 680 RUNOFF 0 CF.S. 3b'1 INVERT ELEVATIONS (rt) LENGTH FT 30 SLOPE FT/FT 0.0100 PIA. IN. 18 n 0.013 CAPACITY C.F.S. 10.6 vEL. FPS 4.1 INCREM. 0.54 ACCUM. 054 UPPEKE 65230 LOWER 1 652.00 Page 1 Hyd. No. 2 pond routing Hydrograph type = Reservoir Peak discharge = 1.30 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = New Pond1 Max. Elevation = 51.51 ft Max. Storage = 0.049 acft 1 r, Storage Indication method used. Outflow hydrograph volume = 0.063 acft i I Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Exfil Outflow t (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs I, cfs r 0.03 2.79 50.52 0.05 0.05 ----- ----- ----- ----- ----- ----- ----- 0.05 0.05 4.19 50.68 0.25 0.23 ----- ----- .--- ----- ----- ----- ----- 0.23 0.07 5.59. 50.91 0.60 0.60 ----- ----- ----- ----- ----- ----- ----- 0.60 0.08 6.99 << 51.08 0.88 0.88 ----- ----- ----- ----- ----- ----- ----- 0.88 0.10 6.11 51.21 1.02 1.01 ----- ----- ----- ----- ----- ----- ----- 1.01 0.12 5.24 51.32 1.13 1.12 ----- ----- ----- ----- ----- ----- ----- 1.12 0.13 4.37 51.40 1.20 1.20 ----- ----- ----- ----- ----- ----- ----- 1.20 0.15 3.49 51.46 1.29 1.25 ----- ----- ----- ----- ----- ----- ----- 1.25 - 0.17 2.62 51.50 1.29 1.29 ----- ----- - ----- ---- ----- ----- 129 �130 0.18 1.75 51.51 1.32 1.30 ----- ----- ._.._ ----- ----- __--- -- e . 0.20 0.87 51.51 « :...,.,1_32 .. 1,30 __.. ----- .._._ --- ----- ----- _-___ -- ... -�-__ , _-4-- .-_:..._._. 0 << . _..1, 3...... Hyd. No. 2 - Reservoir -10 Yr - Op =1:30 cfs - pond routing Hydrograph Return Period Recap _ r n....�__... Hydrograph Report Page 1 Hydraflow Hydrographs-by Intelisolve Hyd. No.: 2 pond routing Hydrograph type =Reservoir Peak discharge = 1.46 cfs Storm frequency = 100 yrs Time.interval = 1 min Inflow hyd. No. = 1 Reservoir name = New Pond1 Max. Elevation = 51.71 ft Max. Storage =. -0.069 acft Storage Indication method used.'. Outflow hydrograph volume = 0.085 acft Hydrograph Discharge.Table Time. Inflow Elevation:: Civ A Clv Bt Clv C CIv D Wr A Wr.B Wr C Wr D Exfil Outflow (hrs) cfs ` ft cfs cfs cfs cfs cfs cfs;': cfs cfs ' cfs cfs 0.03 3.80 50.57 ` 0.10 0.09 - ,_ _-� ----- -- - - ----- 0.09 0.05 5.70 50.79 ' 0.42 0.39 ----- -- ----- ___- ----- - -- ----- 0.39 0.07 7.60 51.04. 0,82 0.82 ----- --=- ----- ---=- -__-- - - ----- 0 82 0.08 9.50.« 51.22 1.03 1.02 ----- ----- ----- ----- ----- - - ----- 1.02 0.10 8.31 51.39 1.20 1.19 ---- - ----- -- - ----- - --- ----- 1.19 0.12 7.12: 51.52 1.34 1.31 ----- ----- ----- ----- ----- --_-_.- ----- 1.31 0.13 5.94 51.60 1.40 1.37 --_- __�__ ___-- ----- ----- ---,- ----- 1.37 0.15 4.75 51.65 1.42 1.41 ----- --- -- - ----- ----- -- --- ----- 1.41 . 0.17 3.56 51.69 1.49 1.44 ----- -- ----- ----- ----- - ----- 1.44 0.18 2.3751.71 1.51 1.46 - ----- - ----- ----- -- - '--- ----- 1.46 0.20 1.19 51.71 << 1.51 1.46 ----- ----_ -_ -__-- _-_-- 6 Hyd. No. 2 - Reservoir -100 Yr - Op =1.46 cfs - pond routing 10- 4- 2 0 ,. 0.0 0.3 0.7 1.0 1.3 1.6 2.0 2.3 2.6 2.9 3.3 Time (hrs) / Hyd. 1 / .Hyd. 2 O UA la Z Z W O Lo CD N 00 It b 1 CQ cc CO�� 6 I C Z�? x u7 � CO UA Ao 42 to ED �■ O•� a� I~w � rn rn Q) o N W � z z Z z Z O O 0 " w W � C) w a a w rx W rn h A c 00 ..� „r• Il O RK D. TH No.022837 o-,�sl 0� SI`6 DNAL VJ Page 1 V Hyd. Hydrograph Inflow Peak Outflow (cfs) Hydrograph No. type Hyd(s) description (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1 Rational ------- ....... 5.43 ------- ------- 6.99 -------------- 9.50 onsite detained 2 Reservoir 1 ------. 1.13 -_-_--- ------- 1.30 ------------ 1.46 pond routing 3 Rational ....... ....... 1.17 ------- ---- - 1.50 ---- - 2.04 undetained 4 Combine 2,3 ------- 1.9.3 ------- ~_. 2.38 ;_„----------- 3.06 total discharge PROPERTY LINE to 15' EC-1 PROPOSED /- TOP OF 5ERM = 15520 S ATM STRUCTURE NTS Pond Computations TOTAL SITE AREA=2.00 AC. TOTAL AREA TO POND =131 AC. cc W Pre -Development Site Discharge Computations 2 Yr. pre 2.00 AC. x 0.30 x 5.30 = 3.18 CFS F-1 10 Yr. pre 2.00 AC. x 0.30 x 6.80 = 4.08 CF5 100 Yr. pre 2.00 AC. x 0.30 x 9.30 = 5.58 CF5 w "C" I­x4 Q < X F-1 Z Post-Develo meet Weighted To Pond p W 0.12 AC. (ON -SITE e 0.15 DETJ/131 AC.=0.0.5255 x 0.15=031341 � C) 0.65 AG. (ON -SITE 6 035 DET.)/1.31 AC.=0.4145 x 0.35=0.1661 F Cw (PO5T)=0.5(o I� O ® (Y L) w W Q Post -Development Site Discharge (Detained Areas) W W 2 Yr. post 131 AC. x 0.15 x 5.30 = 5.45 CFS X 10 Yr. post 131 AC. x 0.15 x 6.80=6.99 CF5 100 Yr. post 131 AC. x 0.15 x 930=9.5(o CFS W Post -Development Site Discharge (Undeta ined Areas) 0 PQ 2 Yr. post 0.63 AC. x 035 x 5.30=1.11 CF5 10 Yr. post 01o3 AC. x 035 x 6.80 =1.50 CF5 Z 100 Yr. post 0.63 AC. x 035 x 930=2.05 CF5 Q Total Post -Development Site Discharge (Prior to Detention) > 2 Yr. post 5.45 cfs + 1.11 cfs = 6.62 cfs Q 10 Yr. post 6.99 cfs + 1.50 cfs = 8.49 cfs 100 Yr. post 9.56 cfs + 2.05 cfs = 11.61 cfs DATE: APRIL, 2004 Allowable Discharge From 5WM FacilitW SCALE: N/A 2 Yr. = 3.18 CF5-1.11 CF5 (UNDET.) = 2.01 CF5 DESIGNED BY: CR 10 Yr. = 4.08 CFS-1.50 GFS (UNOET.) = 2.58 CF5 100 Yr.=5.58 CF5-2.05 CF5 (UNDET.) = 3.53 CF5 FILE NU. 2219A SHEET 11 OF 11 0 G