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HomeMy WebLinkAbout23-04 Store-It-Here Mini Warehouse Storage - Shawnee - Backfile (2)CENERAL NOTES VD0T GENERAL NOTES LECEND VICINITY MAP 0 C' co 1. 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. 2. 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. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P g g P P (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. „ 5. 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 b this joint inspection." Refer to P P g g P Y j p Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. 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. 10. 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. 11. All springsshall 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. 12. 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. 13. The contractor shall provide adequate means of cleaning mud from trucks and or other equipment rior to P q g /P 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. 14. 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. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current and specifications of the Frederick County Sanitation Authority. 16. 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 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. 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. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. 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 owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety &Health (VOSH) Rules and Regulations. V3. When working within 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 Section 104.04(c) of the VDOT Road and Bridge Specifications. 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 /public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from 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 shall 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 within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged 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 requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. 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 Virginia Department of Conservation and Recreation (VDCR) in Erosion and. Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end q g g of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 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 clearlyidentified and labeled as belonging to a project P g' to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be EXISTING INTERMEDIATE CONTOUR - - - - -- - - - 33 `' ~ � EXISTING INDEX CONTOUR - ---- -- 330 PROPOSED CONTOUR EX E/P EXISTING EDGE OF PAVEMENT PROP E/P PROPOSED EDGE OF PAVEMENT EX C&G EXISTING CURB AND GUTTER PROPOSED CURB AND CUTTER PROP C&G� 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 EXISTING ELECTRIC SERVICE P PROPOSED ELECTRIC SERVICE EXISTING GAS LINE G PROPOSED GAS LINE PROPERTY LINE FLOW LINE -► •••- •.•-.- •••- •••-.- •••- •••-.- FENCELINE EXISTING POWER POLE EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE * w ° T ° ��pd EXISTING FIRE HYDRANT d�C74 EXISTING WATER VALVE PROPOSED WATER METER EXISTING REDUCER PROPOSED REDUCER Wa STOP SIGN o i HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 ��/0RR RIISSD�II��770NNA1�,,CQ Wawa, ONS`TRUCTION PARKING INDICATOR Al2 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION ® HANDICAP PARKING (� VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE SCALE: 1" = 2000' Z `11Sediment � O Z IN o o Co '■ cli I a �' N co C) co ,� an t I rn Z � x ,n �r W r- LU Ao , o m ^ E; 0 0 W ca e9' ^� $ °�°, �. - q. 1`®yy �B �'�°,r °x, �mg_I e "ae�� 0% m° �� �o �° �� °� `� f �0 �. o o SITE c�e�s "p4� y°'�ey �! `�°o o �, SHEET INDEX COVER SHEET 1 PHASE I EROSION & SEDIMENT CONTROL 2 PHASE II EROSION & SEDIMENT CONTROL 3 EROSION & SEDIMENT CONTROL DETAILS 4 SITE PLAN 5 GRADING PLAN 6 LANDSCAPE PLAN 7 PROFILES, DETAILS &COMPS 8 DETAILS 9 o W z w � v z a w W w o " z Z Z P.,standards E­o A rn o i° o THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL WITH APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION TH Vf MARK D. SMITH "d N0.022837 a '�O �j 16.ZVDOT `SIGNAL PROJECT INFORMATION SITE LOCATION: WESTVIEW BUSINESS CENTER EX STREET ADDRESS: WESTVIEW BUSINESS CENTER, EAST OF INDEPENDANCE DR. NEW STREET ADDRESS: NOT AVAILABLE „ 22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard ASTM-D698 proctor AASHTO-T99, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a eotechnical report has been prepared, it should supersede the requirements in this note. g P P P P q 23. Contractors shall notifyoperators who maintain underground utility lines in the area of proposed excavating P g Y P P g 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. installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Resident Office with a list of all material sources prior to the P P Y P start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. Y V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition 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. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies ies of test reports shall be P P P P submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to P g P g PP P placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22.. Approval of these plans shall expire three 3 ears from the date of the approval letter. PP P P () Y PP V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given b VDOT after PP g Y g Y grading is mostly complete. EXISTING STREET LIGHT I PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUTLzl:.4 SANITARY MANHOLE D)ENTIF'IER 12 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LIME CENTERLINE - - EXISTING SPOT ELEVATION 12.0 PROPOSED SPOT ELEVATION 7153 EXISTING TREE LINE PARCEL IDENTIFICATION NO.- 64-11-16 , LOT AREA: 2.99 AC. ,;W DISTURBED AREA: 3.09 AC. ��' �; • •;;;,: ,:,r;,-D CURRENT ZONING: M-1•k .. CURRENT USE: VACANT ) i ..,, t�1��� PROPOSED USE: SELF -STORAGE '(°>'' f OUTDOOR LIGHTING: NONE PROPOSED, ANY FUTURE LIGHTING MUST BE HOODED AND AMBER IN COLOR BUILDING HEIGHT: MAXIMUM ALLOWED=50'-O" PROPOSED=18'-O" (PER REGIONAL AIRPORT AUTHORITY) SIGNS: ALL SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY (SEPERATE PERMIT REQUIRED) BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: N/A (PIPESTEM) SIDE: 25' SIDE: 29.63' REAR: 25' REAR: 25.00' OPEN SPACE CALCULATIONS 25% OPEN SPACE REQUIRED = 130,244.4 S.F. X 0.25 = 32,561 S.F. OPEN SPACE PROVIDED = 45,323 S.F. OR 34.80% t . F.A.R. CALCULATIONS LOT AREA = 130,244.4 S.F. - 2.99 ACRES SELF STORAGE = 25,500 S.F. TOTAL = 25,500 S.F. 25,500 S.F. / 130,244.4 S.F. = 0.1958 = F.A.R. LANDSCAPE CALCULATIONS 1 TREE EVERY 40' ALONG REAR AND SIDE YARD DISTANCE ALONG REAR AND SIDE YARDS = 1,552 PARKING CALCULA_iIONS ( ) 1,552 /40 =39 TREES SELF -STORAGE =1 SPACE PER 5,000 S.F. 4 SPACES ® 9' x 20'=720 S.F. REQUIRED = 5 SPACES 1 SPACE ® 13' x 20'=260 S.F. PROPOSED = 5 SPACES HANDICAP SPACES TOTAL=980 S.F.=1 TREE REQUIRED = 1 SPACES i TREE/10 SPACES=1 TREE REQUIRED PLANTINGS=41 PROPOSED . = 1 SPACES (INCLUDED IN TOTAL) PROPOSED PLANTINGS=47 E.. IW U Z V E- <4 lm U) > W W Z � Z W � � � = W O m �, � � W ' ?j UJ W H 00 � W o W Q W W Z ♦n co o � J FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a The Authorityshall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. „ 8. The Authority's maintenance department shall furnish and install all water meters through 2 in size. g 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 p g P y proper working order. 0 WNERS CERTIFICA TE foregoing The fore oin Site Plan of the land of GREG ALIEN REALTY is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPROVAL FIRE s MARSHALL S NOTE `� `� � � FRAERICKCOUNTY ZONING ADMINISTRATOR DATE * APPROVAL .OF THESE PLANS SHALL EXPIRE FIVE (5) Fire lane markings and si na e: g g g Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. P 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. e) 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. YEARS FROM THE DATE OF PLANNING APPROVAL n TRIP GENERATION DATA Project Name: ���� I MERE Project Number: 0518G CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD Magisterial District: Date of Plan: (Month, Day, Year) The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 151 MINI -WAREHOUSE 25,500 S.F. 0.50 PER 1,000 S.F. OF GROSS FLOOR AREA 13 SHAWNEE MAGISTERIAL DISTRICT MARCH 8, 2004 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. * TA EN FROM ITE TRIP GENERATION 7TH EDITION Owner: Address, Including Zip Code & Telephone No. 2400 VALLEY AVE. SUITE 8 UTILITY CONTACTS DATE: MARCH 8, 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. GREG ALLEN REALTY WINCHESTER, VA 22601 (540) 662-3380 Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. 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 SCALE: N/A Developer: GREG ALLEN REALTY Address, Including Zip Code & Telephone No. 2400 VALLEY AVE. SUITE 8 WINCHESTER, VA 22601 (540) 662-3380 HANDICAPPED PARKING NOTE DESIGNED BY: CR Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. FILE NO. 0518G SHEET 1 OF 9 D�CE W FREDERICK COUNTY PLANNHW y DEVELOPMENT �� `°\ -- "�,' � , ' ,___ W . ;,.-, ; r r►I�,-r 1 v � 11�. -ter f LL 't - ""':•' r'' ;�j'i ,,.L"'j I A=22.58 AC. �'�' ►_ '.�°.` _1 �- - _ = r~ ".r! i I CA =16.94 ' -- -L.ItjIT5 OF CLEARING ..--- � � '`/ f � i � // \..r''' / / `� \fir \, � .•''` / ,/ T.M. &yf-A-15S4 �t� PARCEL 2 fU/NCHESTER REWONAL A/ PORT ,�l1THOR17 / / ``��� �, V/RG/NG4-APPLE STOR4GE, INC. { . , D B4o t=* 99P� /� r� \ \ \\ ( ') 1'' �� � < � , ; r `� % '\ \ " "� DB 868 Fri 1105 USZ`VACA1/�.f` % \ /� &��`�r\\ \.� -- ZONE: Ml f \ y / ` 1�'` - :'" . \�o \ \ USE; IND(,ISFRI. L / 1 �/7i ' ...,,,'\ � �'` �---�` ._„_, ,i � � -mac._ -......• .-,-.-,..., \` ...-.•'" 1 t .. 5FJ f r LOT 16 �__ % \ \tt1E-fiL 1..---- `. \� \ . �r� 5F �� \ \ i"IhdC� � N \\ � GRECst1� 64-�1-i6- REALTY �' � \.., .,__v �`r� LLEN \�- , INE. 11� f ..:. M.>...: \ vE- VACATED .-.� �ORA1,114�E EA65IEN" 5�S FC� 1f�5SUSE: VACANT \ \ `\ � I D E VACATED v N r Y ., /♦ - /V E L \, 0000 �� 6 -- 5F- �--�-`-`--_ — ' --- � ,,,-~ �J � .�, ..,.. _.� � DELINEATED `'... N — _—.—. 0 r,- _n 662 �~�- .-^-" "•'-•'_-..'_...- �j t�----...., `-...- __..w-.._.... ._...v ,-„. \ .... r � \ \\ \ "-. 'fie yy _s``'r. `- -'- !r' .-fir f...r � .,,,.....^ •---- •--".....-....+. •_,,,.-._ \ \ �/', � 4` � .', -- / - - - PHASE 1. PART 2 �, / GIP -'" -- �Il' fi 5 OF �CLEARJNG ,4Np C-�RA©iNCx '� I---— -lNSTALL STORM RUN 1-4.. _ - --� . x TD- BYPA-SS- CLEAN - - / - _ OFF -SITE" WATER, LIMITS OF CLEARING AND GRADING& EROSION / SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 O TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF X—x—x SILT FENCE 3.07 IP STORM DRAIN INLET PROTECTION 3.07 q®J CULVERT INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 O OUTLET PROTECTION 3.20 CD , ROCK CHECK DAM 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 RE6P0N515LE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE i=ART`t' RE5f=0N5I5LE FOiz CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. LIM �S 5 OF C! EARI A.QING H IT NCBAND GR " 5.00 ACRES ZONE 1 MI i \ / ✓ `, ` US. V ''CANT '( CP ee CE M .s' r — _ -� `* 1, W/ WASH ACK ARSA ! \ E5 AND t7 ya i 6A 1r �- SEDIMENT TRAP COMPUTATIONS�jJ'�_ R:�r `, -�- STORAGE REQUIRED STORAGE PROVIDED I I WET I ELEV. TRAP" DRAINAGE AREA WET CU. YD. DRY CU. YD. WET CU. YD. DRY GU. YD. OUTLET HEIGHT STORAGE DEPTH I STORAGE IQIMENSIONI WEIR LENGTH TOP WIDTH I BERM HEIGHT TOP OF WEIR 1 2l01 AC 115 115 1 1-15 IS2 3.0' 4' 1 40x35 I I 1 32' 1 4.0' 658.0 NOTE: THIS SHEET FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY! ! ! SCALE: 1 30' co z I � O W z z CQ o W 0 0 pp It s � CO U '4D C° M . 1-4 rn y -. •�, I o z140 W � 0 � ►c� an ,� a El � w i•ti Fr U 0 tan 1�4 o w U) U) E- z W z � wO U Er- azc� z W � � w a A A w r,� w � w � \ �r o A CQ N o M TH OF ARK D, SMITH No, 022837 SS10 Cs L O N lic z Lu O jr \\ WWI v_ > z W Q _ Q z ' Z U) y 0 ' 3 W k `W O cr ` 1UN--i w �••_ � O W W Q w p I W Z w W V) v- H W 0 U) Qi 0-4 DATE: MARCH 8, 2004 SCALE: 1" =30' DESIGNED BY: CR FILE NO. 0518G SHEET 2 OF 9 3\ r. � ����� �o�a FR .,��c;. ��.- 0) cy) Lu ul C%l ui 0 CO 00 CQ 0%m w cu co 0 bb C\, cv- R LIM/'IT OF CLEARING RADING LU r 0�- 0 CL) .-- _— , ,/ /j / vat / ' ' • .00000p � �11 � � � Z� 1 f 0 < ' tt{l l -' �" '' // ,re /j / J e J LDD cp C, 6 E- z z z >.. E- 0.0000, 0 L) z E- X cn t3! cri (5 CD 771 6-A-lb PARCEL 2 rER REWCNAL A)i�990RT 14urkOR17 CC\ 1 ps 8*0 t�*f 16 93 4 < VlMrilNIA APPLE STORAGE', 040 , F* 9W D7Z_0 E_ 7# INC. Da 868 F:* 1105 E--1 cr) LO - M1 VACAyr ZONE: M1 USE A, IDA =1.13 AC 0 H o tl (501 10 MARK D, SMITH No 022837 9,12 LOT e, 16 EX15TING GREG ALLEN REALTY DRAINAGE AINAC E 4A56'IENT 960 — EXISTING DRAINAO AL OTO BE VACATED 0T --E- j p\ USE: VACANT E PA6EMENTFa 669 PG BE VACATED D A 0.(0 2 AC,71 �..42 V 664 rn (b AC C 0\ 0 -,U . ......... .. 662 's F E.. z vE-" , GIF z 0 w UJ z E- M 4 -TS OF ,PLE�6�R NG-- 4N GRADING z Cr E-1 > .�z /Lq/T 15 • z T.M.LIMITS OF CLEARING AND GRAD ING w uj E---- EROSION SEDIMENT CONTROL LEGEND DE*�W. ✓ NO. KEY SYMBOL DESCRIPTION AqM�� TEMPORARY GRAVEL CONSTRUCTION -1 � 3.02O ENTRANCE LIMITS OF C�E4RING AND GRAQING 2 -0, U///- �0� ke6a 1105 Ul ul .4 <4 z ---4 �D fy, w C) U5FNE 7 Vic' A T 3.05 x SILT FENCE 4� t6F — -- — ------- . .... Z 3.07 IP STORM DRAIN INLET PROTECTION 3.07 CULVERT INLET PROTECTION C) Lu ui 3.09 TEMPORARY DIVERSION DIKE > 0 3.13 ST TEMPORARY SEDIMENT TRAP (D ui 3.18 OUTLET PROTECTION 3.20 ROCK CHECK DAM z Fyi DRAINAGE DIVIDES 0 CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START E) C/ W/ uj,1141��H - / / .-.' „".- - --.,.-_._... -._ .-.--- f / J � -_� --'--- r�,+r..�tlrl\ e � �.._ tea`' � .,, / � / "'/ / _._ � ` .. �.JF -.,-.-- -"` " "_--_—•--_.."� _` `� "ate \ .._.__ --^• �\ /. fRF-6F0N5I5LE L,4ND DI5TUfR5EfR NAME: CERTIFICATION "'A VARIAeLLz R25ADEA1075,5 DATE: MARCH 8, 2004 DATE: 1Z r/ , / % THE RESPONSIBLE LAND DISTURBERY,66 \ACESSe' SkARED '4,07;v 4 44� A �- `�, r e NEFEe7ABf 10 76 15 J 18 THE PART"r' RESPONSIBLE FOR CARRYING OUT THE L,4ND D15TURIBING .4 SCALE: 1" =30' ACTIVITY 48 SET FORTH IN THE PLANS. �. .� / / � DESIGNED BY. CR �Q�I�. � � FILE NO. 0518G NOTE: THIS SHEET FOR PHASE I 1 EROSION AND SEDIMENT CONTROL 30 15 0 30 60 ONLY1.1.1. SCALE: 1 30' SHEET 3 OF 9 (������� G���,� t �Q'��i.�Ca o�v���P , EXISTING 70' YIN. i)(577NG- I AA PAKUENT FILTER CLOAi---' B" MIN. I A I 'MoUMTABLE BERM lOP10010 SIDE ELEVATION 70' MIN. W al . IN �� c r• r r r• �?��! VDOT /1 I-�-POSmVE DRVMGE ID' M\ COURSE AGGREGATE B 70 SEDIMENT I TRIPPING DEV/C£ • MUST EXPEND FULL WIDTH OF INGRESS AND EGRESS OPERATION P LA N VIEW RD J&C� I IUN A -A SECTION B-B SOURCE • ALYIPTEO from 198.E MoMond Standards for Soil erosion and Sediment Control, and Va. DSWC Role 3.02-1 T FENCE C UL VER T INL PRO TECTION r- ENDWALL TOE OF FILL 8 TOE OF SILT FENCE DISTANCE IIS 6' MINIMU IS TOWAR01 EMBANKMENT FLOW STONE COMBINATION FLOW --y 2.s• •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. 3.08-1 PIPE OUTLET CONDITIONS A A` 'IPE OUTLET TO FLAT AREA WITH NO DEFINED :HANNEL SEC' IP P E OUTLET TO WELL HANNE PLAN VIEW i,W- eime r -'I , SECTION MTER CLOTH KEY IN 6'-9*; RECOMMMED ,. ENTIRE .. - NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, BASKET, OR 1 LENGTH .. RIPRAP APRON.. USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 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 LINE OF POSTS. 11� 1� i YRI � G FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 1000 FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SoCCE: Adapted from Wtailation of Stray and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 &dy SOURCE: VA. DSWC PLATE 3.09-1 TABLE 3.31-8 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter Rye (Seca) cereale Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 (Loliium multi-florum) May 1 - Aug. 31 German Millet 50 (Setaria italics) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. BLOCK & GRAVEL CURB INLET SEDIMENT .F'IL TER CURB INLET .���iS�riLrU►�►I��Ir�.' Lr� BLOCK WIRE SCREEN GRAVEL FILTER RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT - SEDIMENT •.: I :r 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 STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 TEMPORARY SEDIMENT TRAP ORIGINAL VARIABLE GROUND .iwAM-2 ANN.. 67 CU. YD./ACRE 67 CU. YD./ACRE 1 (EXCAVATED) 4' MAX. 1 FILTER CLOTH ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE•p CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) 6 X DRAINAGE AREA (IN AC.) DIVERSION DIK COARSE AGGREGATE EX AREA S / -��/ FILTER CLOTH f/ ..COARSE AGGREGATE SHALL BE VOOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpeo is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegross may also be included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. Description: This development, proposes to construct 5 self -storage Management Strategies; warehouses, with associated appurtanances on approximately 2.99 acres. Approximately 3.0 acres are to be disturbed under this Construction shall be sequenced such that grading operations will application. begin and end as quickly as possible. Date of construction: Construction will begin following plan approval The site superintendent shall be responsible for the installation and and will take approximately three(3) months to complete. maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to Existing site conditions: The proposed site has an average slope of the effectiveness of the program. 5.2 % and drains towards the southeast. Currently the property is vacant light industrial land, the majority of which is tree covered. After areas above controls have been stabilized the controls shall be A r The site has an existing stormwater pond for the adjacent cleaned up and removed.Electric power, telephone, storm, sanitary, development to the northwest and is traversed by a natural drainage water & gas supply trenches are to be compacted, seeded and channel, which drains towards the south. The slopes along the mulched within five (5) days after backfilling. No more than 500 feet drainage channels average 3%. are to be open at any one time. Adjacent areas: This site is bounded on the north and east by All cut and fill slopes are to be seeded and mulched within five (5) undeveloped light industrial land and on the south by an days of completion of grading. undeveloped area not the Winchester Regional Airport. Drainage swales shall be stabilized with check dams until vegetation Off site areas: Minor off site areas to the north and east are to be has been well established, at which time the check dams shall be disturbed under this application and are shown on plans. removed. Soils: The existing soil conditions were obtained from the USDA Soils Devices listed above are considered minimum erosion and sediment Survey. The soils on this site ,consist of Weikert-Berks Channery controls. Additional control measures may be necessary due to Silt Loam (41C). These soils have a moderate erosion hazard contractor phasing or other unforeseen conditions. It is the contractor's responsibility to provide additional measures to those Critical areas: There are no critical erosion areas on this site shown, as needed, in order to control erosion and contain sediment on site. All measures shall be installed according to the standards and Erosion And Sediment Control Measures: Unless otherwise indicated, specifications in the Virginia erosion and sediment control handbook. all vegetative and structural erosion and sediment control measures be to the Maintenance Program: All be inspected daily by shall constructed and maintained according minimum control measures shall standards and specifications of the Virginia erosion and sediment the site superintendent or his representative and within 24 hours after control handbook. any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged structural measures are to be repaired by the end of Structural Veasurac the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and Phase I (Before site clearing): reseeded as needed until grass is established. Install Temporary Construction Entrances with Wash Racks (3.02) at Trapped sediment is to be removed as required to maintain 50% trap the entrance to Independence Drive to minimize mud being carried efficiency and disposed of by spreading on site. onto the paved roadway. Inlet protection shall be checked regularly for sediment build-up. If Temporary diversion dikes (3.09) shall be install as shown on the the gravel outlet is clogged by sediment, it shall be removed and plans to divert sediment -laden runoff to the sediment trapping cleaned or replaced immediately. structures. The contractor is responsible for keeping existing public roads in a Silt fence (3.05) shall as shown on plan to protect the existing pond clean, dust and mud free, condition at all times. and drainage channel from sediment -laden runoff during site clearing Erosion and sediment control program: so that clean offsite runoff may temporaraly pass through the site. A temporary sediment trap (3.13) as shown on plan shall be 1. Hold pre construction meeting on site with inspector. constructed as a Phase 1 control measures prior to clearing the site. 2. Install construction entrances. 3. Clear and grub the areas necessary for installation of the It shall detain runoff long enough to allow the majority of sediment diversion dikes, sediment traps, and storm sewer. to settle out prior to leaving the site. 4. Obtain inspector's approval prior to beginning grading operations. Once clearing operations are complete contractor is to install storm 5. Clear and grub remainder of site. 6. Rough grade the site and begin utility installation. sewer run 1-4 so that clean offsite may pass through the site. Care 7. Final grading. should be take to meter the release of the water from the onsit 8. Restoration and stabilization of disturbed areas. pond so that no down stream damage occurs. 9. Remove erosion and sediment control measures with the approval `\ Culvert inlet protection (3.08) shall be placed on inlet to storm of the inspector. sewer to prevent sediment from entering, accumulating in, and being transferred by the pipe. Note: The Frederick County Public Works and Engineering Department Outlet protection (3.18) shall be placed on the storm sewer outlet to retain the right to add and/or modify these erosion and sediment reduce erosion, undercutting, and velocities. control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Temporary seeding (3.31) and/or permanent seeding (3.32) shall be Seeding schedule (soil stabilization placed on all critical slopes (3:1 or greater) and as needed to stabillize disturbed areas. 1. All permanent seeding shall be in accordance with section 3.32 of the VESCH. Phase II: 2. Spread topsoil at a minimum depth of four (4) inches. Phase I controls to remain for the duration of the project. 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square feet (2 tons per acre). Nearing compleation of final grade, the remaining storm sewer inlets 4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 shall be installed. Inlet protection (3.07) shall be installed on all new square feet (1,000 lbs per acre). 5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall inlets throughout the site. Fescue and 33% Red Top Clover. Fill slope surface shall be left in a roughened condition to reduce 6. Mulch all seeded areas with straw mulch applied at a rate of erosion. Contractor shall redirect the concentrated flow away from 3,500 lbs per acre anchored with cutback or emulsified asphalt the fill slope by installing diversion dike and divert the runoff to applied at a rate of 200 gallons per acre. sediment traps. Dust control: Temporary seeding (3.31) and/or permanent seeding (3.32) shall be 1. Temporary seeding shall be applied to all disturbed areas subject placed on all critical slopes (3:1 or greater) and as needed to to little or no construction traffic. stabillize disturbed areas. 2. All haul road and other heavy traffic routes shall be sprinkled with Vegetative Measures: water until the surface is wet, and repeated as needed to control dust. Permianent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied Notea within seven (7) days to denuded areas that may not be at final .. All construction of storm water ponds and drainage structures shall be grade but will remain dormant for longer than fourteen (14) days. certified by a professional engineer. As -built drawings with a sealed letter of Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than six (6) months. approval From the cert(fying engineer shall be submitted to the Frederick County Department of Public Works upon the completion of the project. Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary vegetation immediately after grading. All earth berms, diversions and sediment trap embankments are to be machine -compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover within five (5) days after construction Erosion control mats shall be installed over steep (2:1) cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. OUTLET PROTECTION TABLE STR# DEPTH LENGTH UP -WIDTH LOW -WIDTH 1 6" 28' 9' 20' CurbCut 6" 10' 10, 12' CIO Z W Z Z W 0 CO 00 '1 ccs � Do V co LO t4 ✓ 0 I !.�.1 W LUN LO W a, w U LO 01 a�-1 E, W 1� 03 rn IL-4 IL-4 N Qi o � w rn rn Ey W 0 U Z O h-1 c) Z � w W � a A w 5 w x W CO A � rn LTH 0 �O o MARK D, SMITH No, 022837 �toI6•0� `SIGNAL F-' W Q UJ W ® > W O U Z ro � Z R; � 00 m E1 � I--1 H W 0 1. Cc 4 LL 3 W W X C0 U) O ® W DATE: MARCH 8, 2004 SCALE: NTS DESIGNED BY: CR FILE NO. 0518G SHEET 4 OF 9 V co z I NOTES: o I. ALL CURBAGcE TO BE DELINEATED AS FIRE LANE AND MARKED WITH "FIRE LANE -NO PARKING" SIGNS W 2. OUTDOOR BURNING SHALL BE PROHIBITED IF POSSIBLE AND DEBRIS REMOVER FROM SITE. W 3. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO HAVE AVIATION OBSTRUCTION FLAGS Z AND/ OR 055RTUCTION LIGHTS V1515LE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT. IT IS CONTRACTORS RESPONSIBILITY TO PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORT z OPERATIONS SUPERVISOR NO LESS THAN TWENTY-FOUR HOURS PRIOR TO CRANE WORK 4. NO INDIVIDUAL STORAGE UNITS WILL EXCEED 1,000 SQUARE FEET IN AREA. W co 00 C\2 _ 10, X IT 5CREENED : N co � 0 U tw CONC. DUMP5TER PADCo 0 Z' � •� o 1 ( SEE DET. SHEET , 33� ONS I TE TNrf ' I C,AL- FAVEMENT SECTION Z x � Lo Lu z` z9�O3 NOT TO SCALE ■ ■ ■ 0 �■�■ 06 HEAVY Lo a) � w E- 15" 5M-12.5A SURFACE COURSE 3°' BM-25 BASE COURSE o 8 SUBBASE VDOT 5TO. 21A, TYPE I N v y, Aye � �=_�_ =--_ (1o� =1 I �=III= I I=i I I=J=III—III—III—III' COMPACTED SUBGRADE —�� �_� —� �_i (COMPACTED TO 9556 DENSITY w v� 11�9 PROP. V x 20" o PARKING SPACE AT OPTIMUM MOISTURE CONTENT (TYP. OF 5) 1�\3�` VDOT VTM-I METHOD) 10*, \ �� z k(o ` .� PAVEMENT DE51GN BASED ON A 5U5GRADE CBR DESIGN VALVE OF 6. 501L TEST z OF THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. o h Dt- vmt3 � �� 3��� �p Z 10000'.1� / z z �6` ,(01 s �� "' PARCEL 2 w TJ'9.64-A-159,4 / k3�9 . T.M.64-A-159D 5 w lU/NGMFSTER REG/GWAL AIRPORT AUTHORITY � 'yp. ,� '\4J�1 m lO g'\ ` � V/h"Ys/N/A APPLE STORAGE, INC. w � DB 8,m10 FG /9 t Z1� '� DB 860 f:* 11,05 DB 8401�x 991d a ZONE: Ml q9 k � / � Z ZONE. Ml �k � �� �� ` USE: INDU6rR/AL o U.SE: VACANT �\�' / ��r W o F 10� ` �� ��1�5 �s Q o � 4�6A�o 2� A�2 \ j,TH O ANRK D. SMITH FX15T � LOT ,, 5 o.0228371 ORAINACzE EASEMENT � T.M. 64-1 16 / �` uh 1 ORAINAGE EASEMENT S Cs / GREG ALLEN REALTY / �� ,y 05 663 PG ge5 SIGNAL TO BE VACATED / TO BE VACATED 2.99 ACRES �` om WAY N EC-1 ONE WAY �� cn Z_ ONE-141 / _ � m 61 N \ 61� I USE: VACANT 3 �, PROP. STORM i OP. 15'-4 M 0 m 0 N WIDE PAVED ``� / —►�'c� a� \\ �`O FLUME tviu"-- /PROP. 40 v ,n -- 5M DETAIL DRAIN. E5MT. --- / S 15 °5625" E - 56915' / / \ W E--i PROP. FH ASSEMBLY PROP. MONUMENT L— C-) SIGN W Z W 01:4LOT 15 \ EX 20' U1,L ESMT > / ( r T.M. 64-11-15 ` 2k� PROP. 45° BEND DB 86B PG IlOra i/) Q / \ 3 EX. UJV 5 CARL HALES �` EX. fiN A5SMf3 PROP. 6" W/L EX. 8" (U/L w ; / EX. 8" CAP �EX. lam" x 8" ROCK. W LW � E- 'f 5.00 ACRES �$ — ,� �\ PRO1? 20' FCSA .,� ZONE: MI �� ,� N WIL EASEMENT ( Z � �9, �D EX..B" CAE' U� USE: VACANT U� ' TO BE REMOvED N O 10 MIN. i �c. �► �� a W w °e/ \ '0 PRO 8 �� W/L. EXT. ` , — - j � W Q Q e� ° �- PROP. - � O L= W Q \ 4i �. W Q , �� � a x 6 TE • 3 (-L' 0 50 1 Irm 44 oj 4Z;p _j PROP. allC IF �\ ® Q Og V PROP. STOP BAR Qo O � ' PROP. STOP SIGN � X, 10- \ \ \ \ \ Dor-514 % A vARlABLE lU/ AREA - 6 ; l \ \ ACCE55 AND ,5 AREC7 Q� Q �EASEiyEjvr NE GNAGE l0 BELIEF/i 0 Y 1 E5T,QBL 161. D T A DATE: MARCH 8 2004 \ / Q, / Q 5�4 SCALE: 1" = 30' ESIGNED BY: CR 30 15 0 30 60 �� FILE NO. 0518G SCALE: 1 " = 30' SHEET 5 OF 9 cyD Lu um CQ Lu co IN co / / 'Q01 r-4 ✓ �' �'' / / / /' / r /' I / / / // / / / / i tl r \ \ \ o an Lu E- , 00 / 00, r"` ems, -'' ✓ /e / // / // // ,/ // � 0>000,0, 1b (o 000, 0000 bt / t / / / / 13 / s D^� -\ / �/ / / 1 / tij / ,��, ro / CODi �� 1 / / 5 �\p \ \'t / 1 p 0 Z C 5 / / 1 '�i TJ°1.64' A-15 , / UIINGWESJ"ER REG/ONgL A 7fi Rr.41/raoR/rV / OB 8m 1693 t / / / �i / ,� '� / / / a',s / tii ��°` 1 1� \ a ti/ k ,- I "' PARCEL 2 `.-�, -A-SW- v1,'Q Y1A-At'PLE / // / 990 / / / Z �v �, / �j tl '� r�'�3 �% . '�'� �% ,��� �'� 4g �I \��° \ .----- 1► C Sr4RAGE, 1NC. j DB 068 FG 1105 /USEVACANT` / / / / / , ,��/ , �ti ,� ,� j 13 �,�� -- � ,�� j 4 _ — z� — ZONE: Ml / ` IaSE: 1��? 5MAL rLtk PP /MLOT 1$'- o,/ ^� _ ____ `'� �D - �(o \ A � _ 1=X18TING- DRAINA6E REALTY \ !. �,J,--- e_ 7,� ---- �t'� °� �'�� �, - - - - - - -. �� \\ \\ ;"xA5E!`7ENT tl I ` 211 AC — DB 868 PG7`l� ,Q _ _ _ \ 1 / 61, - - -- -- - _ _ 1� 3/ EXIS -` \� \ � \ MARK D, SMITH TO BE VACATED 1 \ ,� �— — _ _._ZONES Csl ��� /� USE: YAG( — — Z� �. -�. V.- -- " ~ \ (` ' \ \ ""�" �/ B BG PG IlD5 \ \ \ ('� '�� BE V CATED b 37 No.0228 (� ZS �G -- 2 tl ��V' i 3 ��GQ 1 \ \ \ \ \ \ IONA L 668 - " 6 �-- -- "� 672 - _ , - - - , _ - - -��, -- DO / 664 66 -_.._ Ile p % % / / _ .a, o r r r ✓.� G -•' -^' -^"' — _. -- •^-' ._._. �j -I d --._ -- =-r- _,._ tr"• ` \ \ I \ \ \ -.., '- ` X TREELINE ` "' ...„ OP. 40' DRAIWESMT , - -- `' - / / -- - - / / -( - _ • \ / �klcp ro OF CLE�RIt�s A��Cl-G AD�DIC"' / / �' foROP. 25' ESMT. R FUTURE SA04N6 N AJ/ ENT-FROPERTY /S ✓- -s- -ram,- `,••, w. _r / - Qi ESM T •- PROP. LIMITS OF CLEARINCAND GRADING TC� 4 IMS, OFL ARI_ 0t*Ia4RNsT-ft 04-II -15 ` W DEI�INI4W.SIaQG�{q,S ,% ,-`' .-'' `- ACIRE ONE/ MI , / ,-' - \ -- -- - r----, - - - - - - - --eROP..201 TEMP. - Z - ,��� � �' ELI�E'� � ' � � ` C� \ - =j= � '-' US Y C / ' '� AI�T , \ .. CsRAD INCH E'11` - _ _zzz�. � ---_ i , 6�p ~- \ - - - cc(� E-� � .1 �. .� / ,, � / � / •- / / -' •,. \ \ I tl I / / / � '' ,, ,- _,_. . \ _.. ._ . _. - _.. ���PRO .. -_ _.. ` , _ ��/L.FASE'MFNT / ��\ -�.. �� c w � H > W � F _ _ _—__---- _ — — A co /• '� � / ( / / ' . 668''. ,,,, 6 -, \ .��G rf. .,Lu EX Cass {> \\ H O 'u, r JAo � j A / / ` // E4 ,4ND SNARED /.-•� ENT yER�1- \ ESTQBL 1SNEL3 \ ' L OTS l5 l6• \ � Q► O t,-• VV �� 1 Qv sw'Q 8, 2004 DATE: MARCH / ! \ \ I 1 \\ `' \` - - �. SCALE: 1" = 30' \ DESIGNED BY: CR FILE N0. 0518G NOTE: 30 15 0 30 60 LOCATION AND INSTALLATION OF CHAIN LINK, SECURITY FENCE SHALL BE THE RE5PON515ILITY OF THE OWNER AND ACCE55A15LE BY THE FIRE DEPARTMENT. SCALE: 1" = 30' [SHEET:: 6 OF 9 OWN a ,/ G� -,; ,�. �� �. . �p,E� �, �' :'_ I? 615 665 655 (050 645 "IQ 6 TOl� 6EU) � 00*0111=U TA TIONS FROM POINT TO POINT DRAIN, AREA ACRES RUNOFF COEFF. C CA INLET TIME MIN, RAINFALL INTEN51TY IN./INR RUNOFF Q CF.S. INVERT ELEVATIONS (Ft) LENGTH FT SLOPE FT/FT DIA. IN. n CAPACITY CF.S. Actual Vel In Pipe FPS INCREM. ACCUM. UPPER LOWER 4 3 22.58 0.15 16.94 16.94 20 3.10 62.05 669.00 666.61 105 0.0222 36 OD12 101.6 930 3 2 1.42 0.85 121 18.14 5 3.60 66.12 666.51 66139 225 02230 36 0012 109.6 9.15 2 1 0.62 0.90 0.56 18.10 5 3.60 61.41 66129 1 656.00 230 OD230 36 0.012 109.6 1021 685 _._ ...__........ 680 4 615 690 610 685 665 ..o 655 2r 645 9+50 10+00 10+50 11+00 11 +50 12 +00 12 +50 13+00 13+50 14+00 14+50 15+00 15+50 16 +00 STORM RUN I = 4 615 610 665 660 9 +5 0 10+00 10 +5 0 11+00 11 +5 0 (011 WATERLINE 695 C-P%7r: t; 615 610 665 695 690 685 %o 615 690 685 .so 615 (010 9+50 10+00 10+50 11+00 a'' WATERLINE z O W W z z W o CO QN CO � ICJ U 4f1 z�>�C� 1 x Lr) C\2 WQ) � ,� U a ►n an Lo .Lo-i U -. w w fy F, N 0 b M r+ W Co 0 GL E-+ z w z o w U E' z�, oz� E" A A w � 5 5 w w a x \o E, p C) MARK D, SMITH No,022837 k ONAL W E' WZUl V > Q E-+ W mr co W W Z —, roWC) LLJ W �-' p CO W Q 3 ' 04 Pr-, J DATE: MARCH 8, 2004 : SCALE: V:" 1= 51 DESIGNED BY: CR FILE NO. O518G SHEET 8 OF 9 �� �� ��� `E`��! r'F�,.Y. � � m P�<<�j M co "A' 'A' •grade trench 6" minimum 111, \ I I-_ minimum - general backfill trench width general backfill NN-1.11' 11 0 ...... (see note) .//-(see note) N;J11%101`.`111 machine excavation limit as required form board ............... ..... .......... �/ogs am"m �ggmwum Wdia. schedule 40 steel .......... LU o pipe filled with concrete and painted yellow WF. n. UJ concrete •C 7' 24" select backfill elect backfill trench bottom2- gate ---to valve (see note) note) undisturbed earth stone bedding & boxes & box TYPICAL SECTION concrete 18'dia. ...... .. TEE, E, OR PLUG O.D. *denotes hand excavation encasement O.D. In lieu of wood forming the fitting may be wrapped with /2 O.D. 'D' 12" min. for 10"and smaller pipe concrete pad polyethylene, and the concrete poured to completely surround the fitting and against undisturbed soil. The bearing dimensions "D' 18" min. for 12'thru 20"pipe i.-O'sq. x 6" deep Z against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. concrete N thrust block LU 0 in L 6" L& 00"minimurn BOLLARD DETAIL- 00 stone stone CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS K Pipe Plugs, Wyes & 11 1/4' and 22 1/2' 45' and 90' Bends Bends Ole. Tees 0 (D (0 STANDARD CONCRETE ARCH 0 .­1 N CO C) A B C A B C A B C (0 6" 11-01, 0�91 111-01. 04 Ov, O'-w 1,-3, 0,-9" I 1'-9" 4" stone .......... ­'­-­'-'-"" direction of setting to be approved prior to installation 40 8. 1 �T lid 0'-Y' V-3" O'-W U-9- 0'-9' W-91 T-T general backfill to- 1 �6, 0�g, V-6" 1 �O" W-Y' 1 �T 1 0_(r 0.41 2' 8" screw type general backfill1'-0" _ (see note) (see note) 12' V-9' 1'-0 ' 2-6' V-3' l'-O' 1'-0' 2-0"fill i/.adjustable valve box 3Tmin. LNJ Ca 2�0" 1'-0' 3�0" 1�3' V-0" V-6' 2'-U' l'-U' as required [concrete pad V-6" sq. x 6'deep ............ ........... 1842-1 LU .......... location marker ,-a 1 20"1 2�9' 1 V-6 2'-0' 1 T-T V-6- M 0 uJ stone _Lvalve megalugged 2" min. - 6" max. LU -I (I) 1L., to main L0 tao 11 1/40 THRU 900 BENDS megalugs r V select back -fill 24" select backlih >< (see note) (see note) -megalug -I 1111 0 galv.nrods over fittings and 4" stone E- 44 screw type stone- embedded in concrete thrust blocks. adjustable O,D. 6" stone to be minimum valve box stone abowetop 1/2 O.D. FITTING SIZE ROD SIZE NO. RODS EMPgQMUU of 6"' . . . . . . . . . locator marker 12" & LESS 6 2 3V stone 14"-20' a 2 36' L 18" to 24" (D 0 Concrete- 8N 8'�( 16 solid block megalugs bit >, concrete Concrete• (for valves 12" and larger) > Volume of thrust blo ck ock in c U. VL VERTICAL BENDS size 1-114- 2TI�Fv.v:1 CONCRETE CRADLE CONCRETE ENCASEMENT 6. - 1.3 stone bedding - W Co 81. - _'M 1.1 2.3 101, - - Note: this detail is also 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 used for butterfly valves mechanical joint swivel tee with NOTE: To be compacted to 95% of ASTM D598 maximum density, UP BENDS SHALL BE THE SAME 14' 0.5 1.7 319 7.6 6" branch AS FOR HORIZONTAL BENDS. le 0.9 2.3 5.1 - 181. 1.4 3.2 6.3 - TRENCH & BEDDING 20" 2.2 4.5 7.8 - Figure 1 CONCRETE THRUST BLOCKING FIRE HYDRANT ASSEMBLY Figure 2 GATE VALVE Figure 8 Figure 7 Z 0 I"X4'A4'-8* SLATS, 2-FINISH RAIL AT V\ TOP AND BOTTOM JCG-6 END -SECTION 12"-60" PIPE ALTERNATE END -SECTION 12" 60" PIPE ES-1 2-X4-X4' BEAMS, TOE RAIL To "T \4 > DI,4A,4B,4C For details of Inlet Frame da & Cover us St'd. IC-2 GALVANIZED PLATE TO BE BENT ON AN ANGLE OF Hub end on outlet end -sections Huib end on outlet and -sections NOTES: Ei"nsion Joint a.. 0 Eaxponal Join W SO- " IS TO BE ANCHORED WITH 1/2- X 4- Spigot end on inlet a ti Spigot end an inlet and-aections 11;3 1 4W' FOSTS I /-Back of Sidewalk -\ STUD SHEAR CONN=ORS WELDED M BENT 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. #4xe* Smooth Do..(. 0 aWax.1121- to be Oad In it anxiii adjoosnt PLATE AT 2'-0' C-C. to otutting axwet. to "wd masarrient, X X 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, lk" C TYPE A NOSE DETAIL SHALL BE USED WITH GG-3 X 4000 PSI IF PRECAST. 2- No CG-7 STANDARDS TYPE 8 NOSE DETAIL Concrete to be Concrete to be UB,4'-0' ----------------------io - a- 0 AND or J 4000 PSI Min. 1.25, 3. COMBINATION CURB & GUTTER HAVING A RADIUS F Bars 0 HALL BE USED WITH CG-2 AND OG-6 STANDARDS. 4000 PSI Min. OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL 9�� I Proposed BE PAID FOR AS RADIAL COMBINATION CURB & Sid-alk L2 GUTTER. •Galvanized 1. PRESERVATIVE STAIN ON ALL WOOD. I I I I 1 1111 T-01 COLOR TO MATCH THAT OF IBLC*. 4. FOR USE WITH STABILIZED OPEN -GRADED ttttI1"19I -44 �atft I I Vir I ..%. X. DRAINAGE LAYER, THE BOTTOM OF THE CURB ? I - PLAN PLAN 2. FINISHED SIDE OF FENCE SHALL FACE TO THE SLOPE OF SUBBASE COURSES F r-lim A Foos a 0.11, ADJOINING PROPERTY, IF APPLICABLE. F, I t LENGTH AND TO THE DEPTH OF THE PAVEMENT. L T V OF JIPE COMPACTED GRAVEL AND GUTTER SHALL BE CONSTRUCTED PARELLIEL e 6 •;;. :1 . in 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED Cro& Coribral Joint Cr"* Control Joint I . ­. - C B C �) IS 40 MPH OR LESS ON RURAL HIGHWAYS AND Type A pe 8 WOOD FENCE DETAIL 45 MPH OR LESS IN DEVELOPED URBAN AND PP 31�PROX NOSE DETAILS minfo It NOT TO 8C.ALE TH OF SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE PLAN VIEW �Bor or steel Iter FOP, PUMESTEfR ENCLOSURE EXCEEDED STANDARD CG-7 IS REQUIRED. 10'11,10� wdd6d to onle inm at V­ fabric iorrill, 0 inforcerrent Diam r-2'-o 4'-O A r---B 2­1 AW-P- I"-V1. D D rll_ PAY DUNE D, PA END VIEW SECTION X-X END VIEW ARK MITH SECTION X-X .6 Lee. F so 131 END -SECTION DIMENSIONS A b -*3' Diameter Weep Hole END -SECTION DIMENSIONS DIAM. A a C D E WIRE ME5H REINFORCING VID.O.T. 10 No 022 837 %yiwl J." 5- A 12' 6'-1' 2'-0- A DIAM. 4 2'-0" DETAIL WHEN USED C D E -11" -6" ROAD AND 5RIDGE STANDARDS SECTION 301.04 ,pp-h G.V- 15* 6- 2'-3 T- 10" 6' 2' The bottom of the curb and warped outer ADJACENT TO CURB 4,2N 4" 2'-0' 2'-0" 4'-0' 2'-0" 1W 9. 2'-3' 3'- 10' 3'-0' gutter may be constructed WITHOUT GUTTER 15" 6" 2'-3" l'-g' 4'-0" 2'-6- 2 1. 9' 2--1 1 2' 6'-1' Y-6- -110 L parallel to the slope of 9. 3'-0' 24' subbase courses provided a 18" 2'-3" l'-9* 0 10* S-7' 2'-8' 6-3- V-0- I minimum depth of 7" is 2,Son a KW4pd Jdm 6- A 27* 1 10 1/2- 4'-0' 2' 1 1/2' -C-i ­T/2' 4'-6' (0 maintained. 211 24" 9 1/2' S-7- 2'-6- V-11" 4*-0" _�I_ I Gutts, i . 1'-0' 4'-6" 1 *-7 3/4" 16'- 1 3/or _9r__0a­ 1 This area may b FRONT ELEVATION VIEW W-Pd OAter 30' -0. V-7 3/4" 6'-1 3/4' 33' V-11 1/2' 4'-10 1/2' T-3 1/4' W- 1 3/4* 5'-6' CLASS A-3 CONCRETE (Gutter removed) 36" 1'-.3" 5'-3* 2*-10 3/4' 8'-1 3/4' 6'-0" '-3- 5'-3- 2'_IO 3/4' 8 .-1 3/4' 6'-0' a concrete 4-6 5'-0' e- c- 2 36' 1 >\ c 42" V-9. '-3 11-9. SECTION B-B 6 42" 5'-3" V-111" 8'-2- 6'-6- 545E 21-A Subb- 48 5' 2'7111" 2 - - - sr_ (0 2'-0" 6'-0* 2'-2" 8'-2* _Il i8; ir-07 6'-0" 2'-2' 2'-3" 2'-9 i74,;-i--21/4'1 7'-6* 1 54' 2'-3- 51-5* V-111" 4" DI-4A DI-46 DI- 4C hill. clod, 5 2'-11"• •B'-3" -0" O� 2'-6' -0- 3'-3- A'-V'_.::8 _0. COMPACTED SIJ5GRADE SWS L:6�0 1 1 8' 1 LL �5 F-- L --i L I L 0+26". SIX NOTE 5 _WEP HOLE 7=1 SEE mm a. S (COMPACTED TO'2i5% DENSITY AT OPTIMUM - T C MOISTURE CONTENT, VDOT VTM-I METHOD r- - - - - - - - - - H Flal NOTE: Pipe lengths shown on plans are based on End -Section design shown T 1 r on the left. If the contractor elects b- For in sell _to- to use the alternate design shown on For use on grades Both sides to be symmetrical the right, lengths will be reduced by SECTION A -A �A the difference in dimension "D". Sheet I of 2 SLOPE DETAIL TfP-.,AS�4 1DUMF`&TEF,' F`AD_ SPECIFICATION STANDARD CURB DROP INLET SPECIFICATION REFERENCE SPECIFICATION (NOT TO SCALE) REFERENCE COMBINATION 6 CURB & GUTTER 36"-48" PIPE MAXIMUM DEPTH (H)=8' REFERENCE FLARED END -SECTIONS FOR 12"- 60"CONCRETE PIPE CULVERTS UA E- 105 VIRGINIA DEPARTMENT 233 VIRGINIA DEPARTMENT lass U 502 VIRGINIA DEPARTMENT OF TRANSPORTATION of 302 302 of 102.01 pt-cluirippad W Z r201.03 TRANSPORTATION TRANSPORTATION I L UJ E- > IS-, PB_1 PB_1 T-DI LLJ V) NOTES: 1. See General Notes- Precast for additional details. E- lu NO PROJECTION OF PIPE ABOVE GROUND LINE CURB DROP INLET THROAT SECTION 2. Concrete to 00 PSI minimum compressive U1 E- strength. Z GENERAL r4 I TOP OF FILL TOP OF FILLTOP OF FILL St'd. IC-2 Frame 3. Reinforcing steel in accordance with ASTM A-615 ro and Cover RECOMMENDED MINIMUM APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC -I TABLES UNLESS for reinforcing bars. HEIGHT CHART U, 1. METHOD 'A' PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE 0 D LINE H )F GROUND LINE H D LINE H OTHERWISE NOTED ON THE PLANS. 5. Dimensions shown are minimum. Actual dimensions Shape to elevation of GROUND LINE GROUND LINE may very with manufacturer. PIPE H DIMENSION IM E- U mid -point of pipe wel SIZE FIRM BEARING SOIL. Hot" 6. This unit may be used with all Standard 01-3 & 01-4 6" T- 11" 2'-11 3. 111 = EXCAVATION DEPTH AS SHOWN ON PLANS OR TO 5' " sheet Curb Drop Inlets. 8. S-1 1/�v 3,-1* ROCK OR of Z T L) :3 EARTH D+i2. UNYIELDING D+1 EARTH flarricits 7. Each face block shall have 2 or more & 10" Y-3 1/4* 3'-3* UJ Lu D/2 SOIL CIRCULAR PIPE stoil. loops (1 3 bars) cost in face as shown. 12- Y-6- S-5- k4li., frann Then loops may be used for lifting, and 15" S-9 1/4* X-11" > for tieing in the poured in Place gutter section. I -as, BEDDING 1. D = OUTSIDE DIAMETER OF PIPE. C=4 1 F=1 C=4 1 I= lo MATERIAL 2. d = INSIDE DIAMETER OF PIPE. to 201-1, 18- V-1/2 X-111 # i. Face blocks are to be seated with grout or Shop t contour if �l J 3. X = WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. polysulfide woler. 21" e-3 3/4' 4--2- co T MIN. 1/10 C U, of pipe. MIN. 1/10 BEDDING MIT; 1/10 BEDDING T 1173 X = 12: WHERE of I LESS THAN 361 X X MATERIAL X PER 1.- 0- X MATERIAL X IS WHERE of is 36* AND GREATER. 8. Standard ST-1 Steps not required in this top unit Y OF H X D X 1, Face BlockNWN Li- 6- 3--g- 3--g- Q4 7 MIN. B-, 4. WHERE DIRECTED BY THE ENGINEER. BEDDING HATERIAL MAY BE ELIMINATED FOR a" sheet 2 of 2 W 8- S-1 1/4' X-111' MAX 24'- FOUNDATION SOFT, YIELDING, ❑OR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) JS W to" 4!-1 11V 4'-1* + ,' :,:,�; �j/ NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL 30' AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. for alternate detail. La Slope to drain to Invert of 12" 4-4' 4'-3' 5. REGULAR BACKFILL MATERIAL MAY BE USED IN! LIEU OF CLASS I BACKFILL MATERIAL FOR 15" V-7 1/4' 4'-6* Vaw outlet pipe. See Alternate Nose Detail A. sheet 2 of 2. SECTION A -A ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 301 AND 18" V-10 1/2' 4'-g' saas PI PROJECTION ABOVE GROUND LINE LESS IN DIAMETER WITH HEIGHT OF COVER IS' OR LESS, 4 Bars All Rib Bars #5 on 6' Centers 21" 5'-1 Ile 5'-0' 1 METHOD OF TREATMENT IN DROP INLETS MIN. 1.5 -x D MIN. 1.5 -x D D MIN. 1.5 -x D .I.. MI .1.5 - 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER 0 MIN. 1.5 -x D -11- MIN, 1.5.x 24' 5'-5' 5'-3' 1 - X SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. 27' 5A 1/4' V-13" TOP OF FILL TOP OF FILL 111 4 Bars Transition between pipe diametem, TOP 13FI FILL LT when different sizes of pipe are) ELLIPTICAL PIPE 45' 3 Bars o of encountered. # 111 3 Sam 5 Bars 12- C-7- 4'-6- H H H 1. S, = OUTSIDE SPAN DIMENSION OF PIPE. 4 Bars 6- H 21 15- 4'-10 1/4* 4'-9* r 4 Bars - 2, S2 = INSIDE AN DIMENSION N•• •18" Y-5 1/2' 5'-0' GROUND 3. R = OUTSIDE RISE DIMENSION OF PIPE. UJ -'6 21" 5'4 3/4' 5'-3* D+121 L IN E 4. X = WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. Uj �2 - UKUUNLJ 5-6 rrrGROUND X = 12' WHERE S IS LESS THAN 36". see Alternate L1* Deep Notch L4 24' 5'-8* I -_ C4 co Ci 5,-g* rrrrrrrd LINE LINE d Detail B for Intarlock 27" 5-111 1/4' D/2 X = Is' WHERE S� IS 36- AND GREATER •Varies with manufacturer D/2 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR -04 Z 30" 6'-2 1/2' 6'-0' S� IS 38- OR ai r- Gi =AXL=.41 I rrrrrr V TYPICAL MINIMUM BAR REINFORCEMENT 33- V-5 3/4' 6--3- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE LESS AND HEIGHT OF COVER 15' OR LESS%. Location of hole to vary according to - - - - Shaping or manhole and Inlet Inverts in accordance with this drawing :ARTH ROCK 6, REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR b" of inlet constructed. NOTES Slope to drain to invert ii Is to apply to those structures specified on plans or when I I T OR 36 6-9 6-6 of outlet pipe. UNYIELDING N Y invert of pipe Is above Invert of s"ctum. MIN. 1/10 BEDDING MIN. 1/10 BI SOIL ILL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE- S2 IS 381 OR LESS AND 1c, 42" 1-311/2' T-O' X D X MATERIAL IN, HEIGHT OF COVER 15' OR LESS. 48- 7'-10' T-6- BEDDING �TH - 2'-10' X D BEDDING MATERIAL Manhole f drop Inlet Is to be formed and constructed In accordance PER PIPE ARCH 2.5" 2'-7.5' -20 -1 - with applicable standard or spacial dewing. The Invert shaping an detailed MATERIAL All Rila Bars W-20 Smooth W hereon is to consist Of a Portland Cement Concrete mix conforming V OF H FOUNDATION SOFT, YIELDING, OR W-11 Bars on 4' Centers. ng to W-20 1 a NORMAL EARTH FOUNDATION MIN, S', ROCK FOUNDATION 1. S = SPAN DIMENSION OF PIPE. Chan A3 or Clan C . except that 25X of course aggregate may be up MAX. 24' 2 . R = RISE DIMENSION OF PIPE. 4- No. 4 Bars 16 to 4" diameter and consist of store, broken brick, broken concrete, OTHERWISE UNSUITABLE MATERIAL 3. B = SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL w-20 or broken concrete block. The surface shall be left smooth by means 4. x = WIDTH OF CLASS I BACKFILL \ t W-11 of hand crowding. None of the coomis, aggregate shag remain exposed, ILL MATERIAL BEYOND THE EXTREMITY 13F THE PIPE. W-20 x 12: WHERE S2 IS LESS THAN 36'.• x IS WHERE N2 IN Jb- AND GREATER I Details of invert shaping as shown hereon are for example purposes only. BEDDING MATERIAL IN ACCORDANCE WITH DATE: MARCH 8, 2004 Each manhole or inlet in to be shaped individually to best fit the SECTION 302 OF THE ROAD AND BRIDGE S. 'WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR W W-11 .-21 drop SPEC FICATIONS. NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE, Sa IS 35- OR W-20 portiWar Inlet and outlet configuration and flovi tin". REGULAR BACKFILL MATERIAL IN ACCORDANCE W-20 E _­ WITH SECTION 302 OF THE ROAD AND BRIDGE LESS AND HEIGHT OF COVER 15' OR LESS. H SPECIFICATIONS. q X CLASS I BACKFILL MATERIAL IN ACCORDANCE REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR r '--I* Deep Notch For Interlock PLAN WITH SECTION 302 OF THE ROAD AND BRIDGE ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 351 OR LESS AND W-20 w-20 SCALE: N/A SECTION B-6 SPECIFICATIONS, EMBANKMENT HEIGHT OF COVER 15' OR LESS. W-11 METHOD OF TREATMENT IN MANHOLES r;�� TYPICAL MINIMUM WELDED WIRE REINFORCEMENT NOTEI FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE EXTENDED TO 12' ABOVE THE TOP OF THE PIPE, DESIGNED BY: CR trench s q in�Md K 0" '-T 14" 16" _0 2 SPECInCATION SPECIFICATIM SHEET 1OF 4 SPECIFICATION Shoot I of 2 SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS REFERENCE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REFERENCE REFERE14CE DEPARTMENT STANDARD PRECAST TOP UNITS FILE NO. 0518G VIRGINIA D 302 302 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD 'A" 302 105 of 303 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW. 1 /04 NEW. 1 /04 GENERAL NOTES 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 iT OF 9 106.08 TRANSPORTATION F 7.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 10.3.05 302 SHEET 9 GENERAL NOTES VDOT CENERAL NOTES LEGEND VICINITY MAP 0) 0 co 1. 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. 2. 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. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation VDOT and Frederick Count prior to construction in existing State right-of-way. (VDOT) Y P g g Y• 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. „ 5. 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. 6. 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. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern.o V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within 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 Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, an and all utilities, including traffic P P g. P Y g signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed osed construction activity. VDOT a roval of these lans does not indemnif the develo developer from P P V• PP P Y P this responsibility. P Y 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 shall 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 within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held EXISTING INTERMEDIATE CONTOUR -- " ' _ `' -- _ 33 '' w '` 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 PROPOSED CURB AND GUTTER CG-6 � CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE T PROPOSED TELEPHONE LINE T EXISTING STORM SEWER -� EX. 15" RCP PROP. 15 RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER SCALE: 1" = 2000' Z O W m Co �■ c��t I o Q �' CD co o �" �" �N CoIn nb 'M 9 of o p d CV x 0N W � Q) au I A ■ ■ m o C) ti F 4 a Lo W U m Lo H )1 '�r. °'�esp 6 if s"s R® "`°°° 9� AN ° °oo, ��.®ay A� .Q",�o� J a 0g`s00 f o °° c� o ® o<<� � °d o°® < nde a%�°'a o o soUJ °j� °, f R°od `, coy `�` SITE e�s -Q �°ii `� ey �r R° oa �f ' SHEET INDEX 8. All unsuitable material shall be removed from the construction limits of the roadway before placing by the engineer and/or developer with the attendance of the contractor, various County agencies, utility EXISTING ELECTRIC SERVICE 1T embankment. 9. 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. 10. 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. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. 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. 13. 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. 14. 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. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. 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 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. 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. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. 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 owner and, engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a report has been prepared, it should supersede the requirements in this note. 23. 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. 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 requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. 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 Virginia Department of Conservation and Recreation (VDCR) in Erosion and. Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vil. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered duringthe course of construction shall be immediate) brought to the attention of the engineer and VDOT. Y g g � 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 to be accepted b VDOT and that testing shall be performed in accordance with all applicable VDOT standards P Y g P PP and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless0 specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet Y Y g Y VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the PROPOSED ELECTRIC SERVICE P P°j EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE -� •••- ••-p- •• - -® - -� FENCELINE XXXXXXXXXX EXISTING POWER POLE EXISTING TELEPHONE POLE �,l EXISTING WATERLINE W/ TEE ' �' �-' PROPOSED WATERLINE W/ TEE ' EXISTING FIRE HYDRANT C EXISTING WATER VALVE PROPOSED WATER METER W EXISTING REDUCER PROPOSED REDUCER STOP SIGN a HANDICAP RAMP (CG-12) ` !- DENOTES LOCATION OF STD VDOT CGDO PdiJ(IjAL ST C Or+NCAJO PARIGNG INDICATOR Al2 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PAREING � VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT ZO SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER Ci J " o ;>, a� o W w COVER SHEET 1 PHASE I EROSION & SEDIMENT CONTROL 2 PHASE II EROSION & SEDIMENT CONTROL 3 EROSION &SEDIMENT CONTROL DETAILS 4 PLAN 5 GRADING PLAN 6 LANDSCAPE PLAN 7 PROFILES DETAILS &COMPS 8 DETAILS 9 Z ® W a' z w � o >_ z W 0 `4 a W 5 W� M H W ::4SITE �5 U Z Z z d ,4 P, W F,LO A d o \ CO CQ \ It CQ o THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION TH f'I MARK D. SMITH No.022837 � 16.2 O NAL PROFP ECT INFORMA TION SITE LOCATI'�N: WESTVIEW BUSYNESS CENTER EX STREET ADDRESS: WESTVIEW BUSINESS CENTER, EAST OF INDEPENDANCE Dft.� NEW STREET ADDRESS: NOT AVAILABLE . PARCEL IDENTIFICATION NO.: 64-11-16 :. 'Yt � E_ FLAI LOT AREA: 2.99 AC. > P. ..; ::7!/ED DISTURBED AREA: 3.09 AC. �geotechnical CURRENT ZONING: M-1 JAZIa"L CURRENT USE: VACANT PROPOSED USE: SELF -STORAGE OUTDOOR LIGHTING: NONE PROPOSED, ANY FUTURE LIGHTING MUST BE HOODED AND AMBER IN COLOR BUILDING HEIGHT: MAXIMUM ALLOWED=50'-O" PROPOSED =18'-0" construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is most) complete. g g Y P EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION 12.0 + PROPOSED SPOT ELEVATION 7153 EXISTING TREE LINE (PER REGIONAL AIRPORT AUTHORITY) SIGNS: ALL SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY (SEPERATE PERMIT REQUIRED) BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: N/A (PIPESTEM) SIDE: 25' SIDE: 29.63' REAR: 25' REAR: 25.00' OPEN SPACE CALCULATIONS 25%' OPEN SPACE REQUIRED = 130 244.4 S.F. X 0.25 = 32 561 S.F. Q ' OPEN SPACE PROVIDED = 45,323 S.F. OR 34.80% � F.A.R. CALCULATIONS LOT AREA = 130,244.4 S.F. - 2.99 ACRES = .. SELF STORAGE 25 500 SF TOTAL = 25,500 S.F. 25,500 S.F. / 130,244.4 S.F. = 0.1958 = F.A.R. LANDSCAPE CALCULATIONS 1 TREE EVERY 40' ALONG REAR AND SIDE YARD DISTANCE ALONG REAR AND SIDE YARDS = 1,552' PARKING CALCULATIONS 1,552'/40'=39 TREES (SELF-STORAGE)=1 SPACE PER 5,000 S.F. 4 SPACES ® 9 x 20 =720 S.F. REQUIRED = 5 SPACES PROPOSED = 5 SPACES 1 SPACE ® 13 x 20 =260 S.F. HANDICAP SPACES TOTAL=980 S.F.=1 TREE REQUIRED = 1 SPACES 1 TREE/10 SPACES=1 TREE REQUIRED PLANTINGS=41 PROPOSED = 1 SPACES (INCLUDED IN TOTAL) PROPOSED PLANTINGS=47 WE- H U W JU E-+ 0 W c Q E-, W ,� E 1 w W .. w f Z � �+ Q m U 1 Cf) U]al W 3: W LU ® Syr ,, �j� 1- w � W Q ® W W w (Y (f� r J � �v FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection b the Authority. g P Y, y 5. 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. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. „ 8. The Authority's maintenance department shall furnish and install all water meters through 2 in size. It is the 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 co ersetter. P P Y g PP 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. 0 WNERS CERTIFICATE The foregoing Site Plan of the land of DREG ALLEN REALTY is with the free consent an in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPROVAL FIRE MARSHALL S NOTE ,� � � /zi�es t � FR RICK COUNTY ZONING .ADMINISTRATOR DATE * APPROVAL .OF THESE PLANS SHALL EXPIRE FIVE (5) Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed b inspection at the direction of the Fire Marshall's Office. Y field ins P 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. An Application for Service must be made and fees paid before work will begin. YEARS FROM THE DATE OF PLANNING APPROVAL TRIP GENERATION DATA Project Name: y7-I��-17-�b) STORE-Ti -HERE0518G Project Number: CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 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. Magisterial District: Date of Plan: Month, Da Year) Y� The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 161 MINI -WAREHOUSE 25,500 S.F. 0.50 PER 1,000 S.F. OF GROSS FLOOR AREA 13 SHAWNEE MAGISTERIAL DISTRICT MARCH 8 2004 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. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. 2400 VALLEY AVE. SUITE 8 UTILITY CONTACTS DATE: MARCH 8, 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. GREG ALIEN REALTY WINCHESTER, VA 22601 (540) 662-3380 SCALE: N/A Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No. g P p 2400 VALLEY AVE. SUITE 8 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-8282 Power: Allegheny Power Gas: Shenandoah Gas Co. 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 GREG ALLEN REALTY WINCHESTER, VA 22601 (540) 662-3380 HANDICAPPED PARKINC NOTE DESIGNED BY: CR Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 FILE NO. 0518G Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. SHEET 1 OF 9 ��- � ��� �.�-� � �t� _..��rrz�CK (�,pUNTYr_nn -LIrjIT5 OF CLEARING A D GRADING 0 co z o W W Z Z LLI o 0 co Rf ac� U 00 U Wcu x LoN aD U a,n Lo 1-1 Hw 03W o (7- -5- 14 aw� IIIIII \ . 0® PROF.5TS1�. _ '� % / DD �, \�`--'� / ! '�\ DDT ''�' a-- z w 5GALI�-: i I rj**l 64-A-1594 ,/ '� \/ \ ` PARCEL 2 ,, !UINCHES rER REG/ONA4IP619-3 ORr 9UrHORI ( ' ` % YJ `\ n --- �. t DB 8�0 4 ,� ��� �' \\ /� � . _ cs;� 1`�'' �`/.`� ` ,�. �, �/'` r.M. 64:A-I59D -tl''"',1�Wo, '( i �.! \ V/RG/N/A-APPLE SrORAGE, INC. Lo B40 Ft's 990 �' // -� % ,\ \ 1 �g < ,,, o. _ �\� \ `� . -�' r DB 868 I�G I105 >'' c \" kl' ARK D SMITH � No, 022837 IDINE-ADD \ 5F �s 612 A tl, �� LOT 16 WE ,.._. - -- -�-. ,' \ SF \ ,,\ _ _ _ _ _ _ , _ _ t \ - SI4NAL " -. . GRECs ALLEN REALTY 'IVA _ 2-B9-A � � --� , ° � � °�__�_ �° EX f ST I NG ( % EKES - O AG \ VACATES I j '� 5 �Nl \. �- _ .; ST — USE.• VACANT BE VAGATEE) .. IN .-- �X I T AND UJ 1 f GJ W r-- 3 \ / % L` �;- 1 a _ ._-- D 664 ----------- _.. T. , 1ul - -' .- - �, ` �,✓- ' ,. PHASE 91. PART 2 DD _ _ . _ _ _ `� \� \ GIP -- _ ,1 `'� LLJ W -- ,LIM+�'S OF �CL:EARING ANp GRADING '' ,-' ✓- INSTALL STORM RUN 1-4 _ -- -- _ _ �\ - ` - - _ E-+ E-I _ _ v s� ,�.......... �....... � v� -..... _.G..._ \ \ \ ,,"`s -•••. i ~^._ _- _... � � F•— ,P T-a BYPASS CLEAN- ``� - -- ,- - / ✓ OFF --SITE- WATER.. LIMITS OF CLEARING AND GRADING �\ _ SF -_ _ W EROSION / SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 O TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF x x SILT FENCE 3.07 IP STORM DRAIN INLET PROTECTION 3.07 CI� CULVERT INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 !� OUTLET PROTECTION 3.20 CD , ROCK CHECK DAM 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 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. ✓ , i / f- J - __ '' DENNI ;�w siN�Hps LIMITS OF CL E;4RINC� AND CRA.ifNC __ ✓ .- r S ''' `ti f ZONEVjr-AN.I. t GEC O Lu Lu cf) CE w ACK D077- DIMENT T COM UTATIONS E S RAP P DATE: MARCH 8, 2004 E { w STORAGE REQUIRED STORAGE PROVIDED WET I ELEV. TRAP" DRAINAGE AREA WET CU. YD. DRY CU. YD. WET Cu. YD. DRY CU. YD. OUTLET HEIGHT STORAGE DEPTH STORAGE DIMENSION WEIR LENGTH TOP WIDTH BERM HEIGHT TOP OF WEIR 1 2.61 AC Il5 115 115 192 3.0' 4' 4Ox35 16' 3.0' 40' 6590 SCALE: 1" =30' • �;�_ , � X DESIGNED BY: CR 30 15 0 30 60 FILE NO. 0518G NOTE: THIS SHEET FOR PHASE EROSION ONLY! Is SCALE: 1 " = 30' SHEET 2 OF 9 0) co LLI LLI z c\l um 0 U) cc\"2 Or CO 't 0 Rom clJ 00 wo C\? 1 0) ZI4 !" LIMIT OF CLEARING au >, 't c, Lo r. kc)a� Lu a) 0 N, 0) ptj ul Z, (�o X E- z z 0/00<\ z C-) >- 000000' 0.1 .Z -el F-4 E- cr) co /000- WErER771 64-,A 15 - REWq4AL AlT4iUrNOR17 A PARCEL 2 Vc� Vr1A-1693s jN1AFLE5rOR 640Fa W, INC.Dq 1105 Zoe m/ CO COO C\l U691 VACAyr 1.13 AC UsE.- Ltp usmcll. H 0 010, 0X3 ;0 \1 0 MARK D, No 022837 SMITH 9>12 7a t LOT 16 0— IN, EXISTING ORAINA6E qA15HI-1ENT TM 64 GREG ALLEN REALTY EX16TING L OB e6e —2-9-0-AGREf�r- TO BE Zow- tt OP-411VA(rof EASEMENT VACATE[) :4 USE-. VACANT /MC7 1105 14 �2 AC BE VACATE[) DA =0.62 AC I \ — /7— �7 VIC5 0.55 IWA 2 664 5F 0 F-1 7q -4p Lu m w z UJ E--i MWS OF 14 �PLE N(3- GRA0yINr--'z co > X f� /Lq/T LIMITS OF CLEARING AND GIRADIN&-- W mr W Q TA 64-11-15 EROSION SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION AQRES ✓ 3.02 TEMPORARY GRAVEL CONSTRUCTION NE,'MI ENTRANCE VICANT LIMITS OF CLE,4RING AND GRAQING 1663,1=6 1105 U) 1 Cal D I-4 F-4 w 0 3.05 x SILT FENCE 3.07 STORM DRAIN INLET PROTECTION ==&— 1 3.07 ==@ CULVERT INLET PROTECTION 0 uj Z 3.09 TEMPORARY DIVERSION DIKE C CC 3.13 @ TEMPORARY SEDIMENT TRAP 3.18 @ O UJ OUTLET PROTECTION 3.20 CD ROCK CHECK DAM 68 cl) z DRAINAGE DIVIDES --- 1° i 0 j f CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED VATHIN 14 DAYS AFTER START W/ ui A A......... fRE-Sf=<--)N5leLE=- L,4ND r--)l5TUfPEBEfR NAME: CERTIFICATION DATE: z 14 v,4RIA,5Z READEA10755 E,4�1,0 DATE: MARCH 8, 2004 THE RESPONSIBLE LAND DISTURBER 18 THE f=AfRTlr RESPONSIBLE FCf;R 514ARED . r --- - , 4 44� A, 4A6. 7%IEA/7- 5f 74 CARRYING OUT THE LAND r-)I.STUR51NG SCALE: 1" =30' ACTIVITY 46 SET FORTH IN THE PLANS. / yy \ Q I� DESIGNED BY. CR ,� ���I FILE NO. 0518G 30 15 0 30 60 THIS SHEET FOR ASE 11 EROSION AND SEDIMENT CONTROL ONLYIlt. LNOTE: NN SCALE: 1 30' SHEET 3 OF 9 1�� ������ <� '- '� � �L iXISnNG 70' MIN. DaS7ING- 1 A I T'� PAVEMENr nt.mw CLOTNI 6' MIN. I A I 'MOUNTABLE BERM (OP ) SIDE ELEVATION �1111111111? ?fit fit' V00T j1 I PosINVE DRANN4c£ :110 • MIN. COURSE AGGREGATE B TO SEDIMENT TRAPPING DENQE • MUST EXTEND FULL INOTN OF INGRESS AND EGRESS PL AN LAN VIEW SECTION A -A RE SECTION B-B SOURCE ADAPTED from 1983 Moalond Standards for Soil erosion and Sediment Control, and Va. DSWC Plate .102-1 T FENCE CULVERT INL PRO TE C TION r- ENDWALL TOE OF FILL i ok PF '-- TOE OF Flo o SILT FENCE 60 « DISTANCE IS NMINIMU IS TOWARD EMBANKMENT stow ® STONE COMBINATION 1.0' 1:5' 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. 3.08-1 PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL L a 0 x __. d SECTION A -A FILTER CLOTH KEY IN 8'-e': RECOMMMED FOR E PERIMETER L 3do (MIN.) DEFINED CHANNEL PLAN VIEW V+����a+yam -1go ^1�,�ril�isj�jil�ji ��I���• t. a. a. a. a. at: , ••�� IIIIII . �!.►•��.•�2d�ba���.•�: lip - SECTION RIPRAPFILTER CLOTH KEY Di 6*-9"; RECOh01MED FOR ENT= PERBOTER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED REPRAP, GABION BASKET. OR CONCRETE. 2. La IS THE LENGTH OF THE , 1 TIMESUSING PLATES 1 • MAXIMUM STONE DIAMETER. , LESS THAN :, Source: Va. DSWC Plate 3.18-1 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 LINE OF POSTS. l Jill FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLDiY 4. BACKFILL AND COMPACT THE EXCAVATED SOIL =1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOaff1URCCE: Adapted from Installation of Straw and Fabric Filter harriers for Sediment Control, PLATE. 3.05-1 SOURCE: VA. DSWC PLATE 3.09-1 TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre) Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug. 31 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secal cereale) Anual Ryegrass 60 - 100 (Loliium multi-florum) German Millet (Setaria italica) 50 Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. BL 0 CK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET IF RUNOFF OVERFLOW WATER H FILTERED WATER SEDIw SEDIMENT I WIRE SCREEN R ' 2' X 4' WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABELITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF TH2 STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 TEMPORARY SEDIMENT TRAP VI VARIABLE« ORIGINAL GROUND 1- �•�>..� fi7 CU. YD./ACRE (EXCAVATED) 4° MAX. FILTER CLOTH ORIGINAL GROUND ELEV. «« *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) 6 X DRAINAGE AREA (IN AC.) DI D ERSIOKE N /l aaCOARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flotpeo is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs./acre in mixes. STOIRE-IT-HERE 0) EROSION AND SEDIMENT CONTROL NARRATIVE I Description: This development, proposes to construct 5 self -storage Management Strategies: O warehouses, with associated appurtanances on approximately 2.99 acres. Approximately 3.0 acres are to be disturbed under this Construction shall be sequenced such that grading operations will appllication. begin and end as quickly as possible. LU Date of construction: Construction will begin following plan approval The site superintendent shall be responsible for the installation and and will take approximately three(3) months to complete. maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to Existing site conditions: The proposed site has an average slope of the effectiveness of the program. 5.2 % and drains towards the southeast. Currently the property is CAI vacaont light industrial land, the majority of which is tree covered. After areas above controls have been stabilized, the controls shall be iii m Co The site has an existing stormwater pond for the adjacent cleaned up and removed.Electric power, telephone, storm, sanitary, CQ q development to the northwest and is traversed by a natural drainage water & gas supply trenches are to be compacted, seeded and I ° channel, which drains towards the south. The slopes along the mulched within five (5) days after backfilling. No more than 500 feet 0 .� N Co rJ draiinage channels average 3%. are to be open at any one time. A cfl 9 R.� o I � Adjacent areas: This site is bounded on the north and east by All cut and fill slopes are to be seeded and mulched within five (5) Z undeveloped light industrial land and on the south by an days of completion of grading. r- undleveloped area not the Winchester Regional Airport. '0 -°�' of ° Drainage swales shall be stabilized with check dams until vegetation ° It ti Off site areas: Minor off site areas to the north and east are to be has been well established, at which time the check dams shall be 0,i° to disturbed under this application and are shown on plans. removed.LO .� F Soils: The existing soil conditions were obtained from the USDA Soils Devices listed above are considered minimum erosion and sediment Survey. The soils on this site consist of Weikert-Berks Channery controls. Additional control measures may be necessary due to Silt Loam (41C). These soils have a moderate erosion hazard contractor phasing or other unforeseen conditions. It is the contractor's responsibility to provide additional measures to those 0 o Critical areas: There are no critical erosion areas on this site shown, as needed, in order to control erosion and contain sediment on site. All measures shall be installed according to the standards and Erosion And Sediment Control Veasures: Unless otherwise indicated, specifications in the Virginia erosion and sediment control handbook. rw Tn all vegetative and structural erosion and sediment control measures shaill be constructed and maintained according to the minimum Vaintenance Program: All control measures shall be inspected daily by standards and specifications of the Virginia erosion and sediment the site superintendent or his representative and within 24 hours after rn control handbook. any storm event greater than 0.5 inches of rain per 24-hour period. E- Any damaged structural measures are to be repaired by the end of PA Structural Veasures: the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and p Phase I (Before site dearing): reseeded as needed until grass is established. Z U Install Temporary Construction Entrances with Wash Racks (3.02) at Trapped sediment is to be removed as required to maintain 50% trap ® w the entrance to Independence Drive to minimize mud being carried efficiency and disposed of by spreading on site. onto the paved roadway. el Inlet protection shall be checked regularly for sediment build-up. If W Temporary diversion dikes (3.09) shall be install as shown on the the gravel outlet is clogged by sediment, it shall be removed and plans to divert sediment -laden runoff to the sediment trapping cleaned or replaced immediately, A structures. The contractor is responsible for keeping existing public roads in a 5 Silt fence (3.05) shall as shown on plan to protect the existing pond clean, dust and mud free, condition at all times. and drainage channel from sediment -laden runoff during site clearing Erosion and sediment control program: so that clean offsite runoff may temporaraly pass through the site. 1. Hold pre construction meeting on site with inspector. W CD A temporary sediment trap (3.13) as shown on plan shall be E-+ constructed as a Phase 1 control measures prior to clearing the site, 2. Install construction entrances. CO 3. Clear and grub the areas necessary for installation of the � � It shall detain runoff long enough to allow the majority of sediment diversion dikes, sediment traps, and storm sewer. to settle out prior to leaving the site. 4. Obtain inspectors approval prior to beginning grading operations. Once clearing operations are complete contractor is to install storm 5. Clear and grub remainder of site. 6. Rough grade the site and begin utility installation. I,TH 0 sewer run 1-4 so that clean offsite may pass through the site. Care 7 Final grading. should be take to meter the release of the water from the onsit� pond so that no down stream damage occurs. 8. Restoration and stabilization of disturbed areas. 9. Remove erosion and sediment control measures with the approval p %-A SMITH Culvert inlet protection (3.08) shall be placed on inlet to storm of the inspector. MARK D, SMIb No,022 837 SMI sewer to prevent sediment from entering, accumulating in, and being Gil transferred by the pipe, 41. Notes The Frederick County Public Works and Engineering Department o��s tb,ZS" Outlet protection (3.18) shall be placed on the storm sewer outlet -to retain the right to add and/or modify these erosion and sediment `s.10 L reduce erosion, undercutting, and velocities. control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Temporary seeding (3.31) and/or permanent seeding (3.32) shall be Seeding schedule (soil stabilization): placed on all critical slopes (3:1 or greater) and as needed to stabilize disturbed areas. 1. All permanent seeding shall be in accordance with section 3.32 of the VESCH. Phase II: 2. Spread topsoil at a minimum depth of four (4) inches. Phase I controls to remain for the duration of the project. 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square feet (2 tons per acre). Nearing compleation of final grade, the remaining storm sewer inlets 4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 per acre) 000 lbs square feet (1 p. shall be installed. Inlet protection (3.07) shall be installed on all new U) inlets throughout the site. 5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall H Fescue and 33% Red Top Clover. 6. Mulch all seeded areas with straw mulch applied at a rate of `� Ir Fill slope surface shall be left in a roughened condition to reduce E-' W C-+ 3,500 lbs per acre anchored with cutback or emulsified asphalt W erosion. Contractor shall redirect the concentrated flow away from applied at a rate of 200 gallons per acre. alZ 111- the fill slope by installing diversion dike and divert the runoff to sediment traps. Dust control,# 1--a V iF ® Temporary seeding (3.31) and/or permanent seeding (3.32) shall be ~ 1. Temporary seeding shall be applied to all disturbed areas subject 04 W Q placed on all critical slopes (3:1 or greater) and as needed to to little or no construction traffic. E--I W stabilize disturbed areas. 2. All haul road and other heavy traffic routes shall be sprinkled with ® 3: 11111 �4 E­4 Z � Z water until the surface is wet, and repeated as needed to control U ' ® L--+ Z Vag �easure� dust. � ? W O Permanent or temporary soil stabilization shall be applied to denuded Ia_ m E- O areas within seven (7) days after final grade is reached on any W 3 portion of the site. Temporary soil stabilization shall be applied Note: W W U within seven (7) days to denuded areas that may not be at final -, All construction of storm water ponds and drainage structures shall be Q � ' graide but will remain dormant for longer than fourteen (14) days. certified by a professional engineer. As -built drawings with a sealed letter of W W Permanent soil stabilization shall be applied to all areas that are to approval From the certlfying engineer shall be submitted to the Frederick U1 ® L, w Q be left dormant for more than six (6) months. W County Department of Public Works upon the completion of the protect. Topsoil that has been stockpiled shall be surrounded with silt fence m and protected by mulch and/or temporary vegetation immediately Z000 111- �rl after grading. , _, U) ® U1 All earth berms, diversions and sediment trap embankments are to O(� be machine -compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover within five (5) days W after construction Erosion control mats shall be installed over steep (2:1) cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. OUTLET PROTECTION TABLE STR# DEPTH LENGTH UP -WIDTH LOW -WIDTH 1 6" 28' W 20' rc-urbCut 6" 10' 10' 12' DATE;' MARCH 8, 2Q04. - S,CALE NTS DESIGNED BY: CR FILE NO. 0518G SHEET 4 OF 9 ►C� ►NNO co NOTES: 1. ALL CURBAGE TO 5E DELINEATED AS FIRE LANE AND MARKED WITH "FIRE LANE -NO PARKING" SIGNS W 2. OUTDOOR BURNING SHALL BE PROHIBITED IF POSSIBLE AND DEBRIS REMOVER FROM SITE. W 3. ALL CRANES OPERATING ON SITE SHALL 5E REQUIRED TO HAVE AVIATION OBSTRUCTION FLAGS Z AND/ OR OBSRRUCTION LIGHTS VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT. IT IS CONTRACTORS RESPONSIBILITY TO PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORT OPERATIONS SUPERVISOR NO LESS THAN TWENTY-FOUR HOURS PRIOR TO CRANE WORK. W o 4. NO INDIVIDUAL STORAGE UNITS WILL, EXCEED 1,000 SQUARE FEET IN AREA. cp in ap >■ cq `r 10' X 11' SCREENED / 8 CONC. DUMPSTER PAD 44 I 0 c co cq cM 4A I .00e�Z% SEE DET. 33 SHEET ONS I TE T"'rF' I CAL F',�VEMENT SECTION _ ~ 1 a0i � cv NOT TO SCALE 10 00 't \ HEAVY U ~ rl E, / \\ 15' SM-12.5A SURFACE COURSE BM-25 BASE COURSE m r"ll SUBBASE VDOT STD. 21A, TYPE I /� °' 0 (u =I I M I E 1-III=ll COMPACTED SUBGRApE i (COMPACTED TO 95% DENSITY V \\�9 �/ PROP. 9 x 20 Z�3 PARKING SPACE �� AT OPTIMUM MOISTURE CONTENT METHOD) w < (TYP. OF 5) #tzdt*�-,e \ VDOT VTM-I H PAVEMENT DE51GN BASED ON A SUBGRADE CER DESIGN VALVE OF 6. 501L TEST MUST SUBMITTED FOR ACTUAL OF REQUIRED ��•3 as �� ` OF THE SUBGRADE DETERMINATION �-- PAVEMENT SECTION THICKNE55 PRIOR TO CONSTRUCTION. o G 14 Dt- vmt3 Z. TM. 64-A-I59A / � lU/NCMESTER RE610V44 AIRP:oRT AurAtoR/T)' 6y DB Wo FG 16W t 0' �s / \QjX\�'�' 1 "' b�3��' N PARCEL 2 T,M, 64-A-I59D V/1Yx/N/A A A 5 w v1 w DB 840 tca 990 / 2�� ' PPLE STORAGE, INC. DB 068 �x 1105 a t� ZONE: M1 A �5 USE: VACANT 6 / ,� � \�,� � / / �r� �� � �� �9, `z IONS: Ml USE. INDUSTRIAL d co rn o 00000, LTH 0 4J EXISTINCz LOT 16 � \�° �� ��\�S � \ ARK D• SMITH b No, 022837 ORAINA / / -f GE EASEMENT TM. 64-I1-16 / / DB 865 PG llDS / -� 0 V%` �6 ; - �'�� EXISTING DRAINAGE EASEMENT '�.114 O'0 (l C�SSv S TO BE VACATED / �, GREG ALLEN REALTY / 2.99 ACRES / tpA. ,y DB 663 PG 11,05 TO j0 NAL �yti 110' EC-1 �� / ONE WAY _ z_ r� t�i t_ ONE WAY �v o- M _ 6! BE VACATED I USE: VACANT , 6' N c 3 r \ 30 PROP. STORM VED / PROP. 40' FLDUME PAVED C,, 40 �-- �.. ---3�E DETAIL DRAIN. ESMT. / ...-----' SHEET 1Ills— S 15'5625" E - 569.15' '—'— / / LOT 15 ` s ' PROP. FH ASSEMBLY PROP. MONUMENT SIGN Z U `-' E / " / C 3 EX wV'S T.M. 64-11-15 CARL HALES ` m . EX. 2l� !U/L ESMrcc 2�� PROP. 45 BEND BDB 868 PG //05 1\ 6" W/L EX. FN ASSMB. PROP. EX. " Cll/L \�� 0 E-co Q / 5.00 ACRES / ZONE: MI CAP EXRDGR. `'�;� ,� \ PROP. 20' FCSA EX. 8" �„ x 8" A W11- EASEMENT �9'P w W 4 E-i USE: VACANT `- ,491? TO .8" CAP BE REMOVED U) '"' / I'a Ii�/r� , ll � ,AFFR / \• � A ��F PROP. 1125 L ,� \ 10' MIN. ' W LOCI. ` a W w 0 ` PROF. 501R. cG_6 W/L. EXT.PROP E co Q• ' �� S e I a EE _ _ 0 s0'R �� �'0 CID (1' QO�� J` � 0 Q \ PROP. 8" G PO • ' PR OF. STOP BAR R` PROP. STOP SIGN Ajt�� X. to Dor-SNAD`D L OC. t `� VARIABLE AREA DEN4iES ACCESS AVL) H 5H4%'ED 51IV EAS � EMENT � Q / /,rFB Y /ABL ISI-/ TO BEIVEF/T L �'D t,O_ V 0 O V b� tAoA. ZI / �:/Q'� s DATE. MARCH 8, 2004 / / �O Q • SCALE: 1" _ 30' f �► DESIGNED BY: CR � �� ,e„ `� FILE NO. 0518G 30 15 0 30 60 �� SHEET 5 OF 9 SCALE: 1 " = 30' co ,.. r / / t �/ /It W ell / , / / / / \ \ o ao ,• \ / / CQ It U co in / ! \ d c\1 ul uso CIO' ON AP- lk NO W be / / `�� 1, ' ' ' 64`-A-15 4 ,�,� lUlNG�IE$TER ! �G A SORT �/� T�' / / / ` l / / / % / ~ �� 6� // tij 1 /� ��a •� 1� \ o�N �D�w. a.1 �� '��/ �` \ g I o'�. »_' PARCEL 2 _ ^ �' s ` 1 1 Vll�sllyt.4 -AE S� -/ / / 1 i 1 w P4 0 P w Q D51 ~ FYs 990 / // ZcE: l'!l / / / �'Y�'ti /.��� / ��/ ( { ��/ '° / \ 86 OR4GE, INC. ,, ', 1 81 Ys lL05 / ' I 1 A w /[lSE! VACANT` / / / / i / 1 p� 13 p�/ �.�� .� °'� - - �- llSE �NQLI�TRrAL G / / �� �0 OT \ P, 1/ �� 99�1 y1 � `' ,""_ - _ -eta 1 1 EX15iING / I ALLEN — ~ — ' `� ,� /, D)I- 7E #SSE,"IENr ( ,�fiEG REALTY I _ — _ 293 ACRE-6- — — DB 8�8 P 'tl� � I Q%�A� ' t� \ -�\ 1 / �. -- — -- - 3� 1� Ex15 `, \ \ ` \ \ � MARK D. SMITH y TO 8); V4GATED �_. _ _ ..._ZQNE� Ml �m� G o USE: YACf - - ` __ --y� 6 `` �- \ r' 1 ` B 8t PG 1105 - \ i \ �, BE U CAT1=D '� No.022837 ,7JO -, � - Mi ,�jo Ago a,� \ \ - _ _ .� _ _ - I V `ZJ`G % \ \ \ \ TONAL i 60 -7-664 L-K 66 / / / / - ,,..,- � r e •56'--E-- 5 /5' . _ — — -- 61 a — — — � X. T'REELINI~ OP. 40° DRAIW ESMT / r- f` Tea OF CL.EARINCs �JDI -- 0 �- PROF. P. E / / / / / '� .-F6R FUTURE �4D•INEs ' o / eN .ADJACEw;--PRbPERTY , ��0� / / -- °�-' -- -- - _ _ - `' --- ~ 1 ` _ __ ---- � ---- __., - . - ` � - '' � PROP. 30'- / . 15 / _ _ .- - -' - -- - LIMITS OF CLEARIN63 AND GRADING - �_ �`s I NCx ESMT. RAZ 4F ��EARfNCsAT�D fzI�ARINrs T.M. 04-11-6 O -''� '' `` \� ,LinTer � �50AQ�ES ..• / ONEJ .- �` -- - __ �. ` `� -- _ ._... _. - - _ _ _ TEMP. � ~ `� ELf�E\ / Lu W MI /' �-' 4 T r .-' - \ 1\ _ _ _ _ _ --eROf-20' ,��� `/ CzRAD INGc E S�1 - c5'd, ,- ���PRD - _ ... (� E- <C / _ EASEMENT /'�� f/ ' i,�r E- W 0) mr � 88g � ,� � �. c� ���G , / m E—, U G�25 J r er •/ / �,,• err / / ,•/ ` / e/ -•,. \ �„�` ��. — - � i �' "a \" -. \• '' i ,-- `' � r --' _ .. --• t / �' DOT_ SK,Q�j ,-, • A DFMrJT.Es �, ' ~ •" ,-,- _..._ — AA Ty � 4ND 6AVARED BEN.EFlT L OT,, 5S �6L /SNE1 ' \ \ `• L Vv 95 1 eAR \`\ J DATE: MARCH 8, 2004 \ --! Q SCALE: 1" = 30' DESIGNED BY: CR NOTE: LOCATION AND INSTALLATION OF CHAIN LINK 5ECURITY FENCE 5HALL BE THE RE5PON515ILITY OF THE OWNER AND ACCE55A5LE 5Y THE FIRE DEPARTMENT. 30 15 0 30 60 mmmmmll FILE NO. 0518G SCALE: 1 " = 30' SHEET 6 OF 9 TREE LEGEND SYMBOL QUANTITY NAME O��PlrANTING REMAfRiGS CAS -(PER REI"IARKS RB 1P� RED BUD BBB 2" MIN DI,U � DOC�l.000D � BBB 2" MIN WO 8 lUN(TE OAK � BBB 2" MIN RO S RED OAK �' BBB 2" MIN ERC 1� EASTERN RED CEDAR �' BBB 2" MIN PROFFERED SCREEN(NC� V co z I O W W Z ERG Z W o 0 ERC CD 00 C', � !~ Q ! RO w ao v � � co to ERC 0000000' mi i%� > C\z z x ERc W a U E cu � � (1) o cu ERG °D w Un W ERC ► w z o w ERG 4 Z >' � RB 0.00�zz w PARCEL. 2 J"1OYVA)I I59A T17.64-A-159,D lU/NCI-lE8TE1e fC'E,rs/gi1/AL A1�4�'i AUTNDRITY � a A 05 &W i� 1693 f RG 1 Vlf-a "xINIA Ai�PLE 67-oR4GE, INC w 5 06,6 P:6 llpi$ A 3 840 ; D ggm MI � ZONE: Ml ZONE: 5 l/SE VACANT ERC w USE: Q:>USTRIAL w o4 ERC W o CD \ o ERC Q � o LTH 0 LOT 16 ERG 6 T.M. 64-11-16 GREG ALLEN REALTY 299 ACRES ZONE: MI MARK D. SMITH �i W E: VACANT No.022837O ^ 100000 SIGNAL -- -- _ RO WO RO ROwoWO WO O RO RB _ DW DW RB ORO PROP. 40' DRAlN. ESMT. PROP. 25' ESMT. FOR FUTURE GRADINGDW ON ADJACENT PROPERTY LOT 15 T.M. (o 4 -11-15 7 W � DENN15 W. 51NGH,45 S.fDQJ ACRES W Z � ZONE. MI \ USE: VACANT W 201 FCSA � V � � DW �, ��,�U�L EASEL LENT � ca p Q+ Z W w - �U Q UJ w w NOTE: o I. MINI - -STORAGE RENTAL WILL OCCUR AT THE OFFICE OF CzRECx ALLEN REALTY, J WHICH IS LOCATED AT 2400 VALLEY AVE., SUITE 8, WINCHESTER, VA 22601 / 2. SHOULD AN OFFICE FOR RENTAL OCCUR ON -SITE IN THE FUTURE, / THE SITE PLAN WILL NEED TO BE REVISED TO MEET THE REQUIREMENTS OF SECTION 16 5-271E(11) OF THE FREDERICK, COUNTY ZONING ORDINANCE. QQ� boo / �,�� g �. ode DATE: MARCH 8, 2004 SCALE: 1" =30' THIS pit c /� � DESIGNED BY. R 30 15 0 30 60 FILE NO. 0518G SCALE: 1" = 30' SHEET 7 OF 9 E .:o 615 665 ..o 655 645 Fjo,(TYP.)]l 11 FF=99.33 FF=100.00 F=100.67 EDGE OF ROLL -UP DOOR (TYP) 2' Is 5 00°ro 2' 9 2850% 2' m 5.00% ' � 2850% (TYP) (TYP) (TYP) L (TYP) F NDATION (TYP) 10°(TYP.) FF=99.33 FF=100.00 F=100.6 5 T®�l"15E11JEl;� C01"IFC1 TA T1®N6 �r �r FROM TO DRAIN. RUNOFF CA INLET RAINFALL RUNOFF INVERT LENGTH SLOPE DIA. n CAPACITY Actual Vel POINT POINT AREA COEFF. INCREM. ACCUM. TIME INTENSITY Q ELEVATIONS (ft) In Pipe ACRES C MIN. IN./NR C.F.S. UPPER LOWER FT FT/FT IN. CF.6. FPS 4 3 22.58 0.15 16.94 16.94 20 3.10 62.05 669.00 666b1 105 0.0222 36 0D12 101.E 930 3 2 1.42 0.85 121 18.14 5 3b0 66.12 666.51 66139 225 0.0230 36 0212 109.Cv g,15 2 I 0b2 0.90 0.56 18.10 5 3b0 61.41 66129 (056.00 230 0.0230 36 0.012 109.E 1021 685 680 4 675 690 6i0 685 665 655 645 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16 +00 5TORt-1 fRUN 1=4 680 6i5 6l0 665 i 685 6l5 665 00 zLO C\2 to 660 co 9 +5 0 10+00 10 +5 0 11+00 11 +5 0 12 +0 0 12 +5 0 (0'' WATERL INE E 690 685 635 695 ( 090 685 6l5a'' WATERLINE 9+50 10+00 10+50 11+00 EUJ E­i- 5 T®�l"15E11JEl;� C01"IFC1 TA T1®N6 �r �r FROM TO DRAIN. RUNOFF CA INLET RAINFALL RUNOFF INVERT LENGTH SLOPE DIA. n CAPACITY Actual Vel POINT POINT AREA COEFF. INCREM. ACCUM. TIME INTENSITY Q ELEVATIONS (ft) In Pipe ACRES C MIN. IN./NR C.F.S. UPPER LOWER FT FT/FT IN. CF.6. FPS 4 3 22.58 0.15 16.94 16.94 20 3.10 62.05 669.00 666b1 105 0.0222 36 0D12 101.E 930 3 2 1.42 0.85 121 18.14 5 3b0 66.12 666.51 66139 225 0.0230 36 0212 109.Cv g,15 2 I 0b2 0.90 0.56 18.10 5 3b0 61.41 66129 (056.00 230 0.0230 36 0.012 109.E 1021 685 680 4 675 690 6i0 685 665 655 645 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16 +00 5TORt-1 fRUN 1=4 680 6i5 6l0 665 i 685 6l5 665 00 zLO C\2 to 660 co 9 +5 0 10+00 10 +5 0 11+00 11 +5 0 12 +0 0 12 +5 0 (0'' WATERL INE E 690 685 635 695 ( 090 685 6l5a'' WATERLINE 9+50 10+00 10+50 11+00 EUJ E­i- 685 680 4 675 690 6i0 685 665 655 645 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16 +00 5TORt-1 fRUN 1=4 680 6i5 6l0 665 i 685 6l5 665 00 zLO C\2 to 660 co 9 +5 0 10+00 10 +5 0 11+00 11 +5 0 12 +0 0 12 +5 0 (0'' WATERL INE E 690 685 635 695 ( 090 685 6l5a'' WATERLINE 9+50 10+00 10+50 11+00 EUJ E­i- Z d,, O W W Z Z W o � 1 U w � W rn o� H z W z � a o U � 0 z z J W [x � � a A A w � 5 5 r4 w x \o A � `�U f � MARK D. SMITH � No.022837 `SIGNAL W DATE: MARCH 8, 2004 „ , SCALE: V: 1" = 5� DESIGNED BY: CR FILE N0. 0518G SHEET 8 OF 9 0) "A" 'A' g,p grade trench 6" minimum- Z general backfill general backfill minimum trench I width 7, /�'(see note) (see note) form board (typrt machine excavation limit required ........... W ........ ... ... .. ........... 6' dia. schedule 40 steel .. . .... .. ... ... .. ...... ku I filled with concrete ..... .... and painted yellow . . .. .......... .......... J.1 .......... ............. Ku concr.t 7' 24" select backfill 24" select backfill 4, ttom l (see note) gate valve gate valve trench be (see note) & boxes & box undisturbedstone bedding 18" die. TYPICAL SECTION O.D. O.D. TEE, WYE, OR PLUG concrete *denotes hand excavation encasement In lieu of wood forming the filing may be wrapped with 1/2 O.D. "D" = 12" min. for 10"and smaller pipe polyethylene, and the concrete poured to completely surround concrete pad the fitting and against undisturbed soil. The bearing dimensions 'D' = 18" min. for 12'thru 20" pipe V-15'sq. x 6" deep Z E against undisturbed soil shall remain as shown. see chart below for A, B. C dimensions. concrete ff. thrust block LU 0 CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS 06'minimum BOLLARD DETAIL CO stone stone 1-1 Pipe Plugs, Wyes & 11 1/4and 22 1/2' 45' and 90 .1- Dia. Tees Bends Bends >0 - - 1 0 STANDARD CONCRETE ARCH (1) co A 6 C A B C A B C ........... ... ........... LV CO C 6' 1 �O` O'-Y' 1'-0" O'-Y' 0'-9' O'-Y' 1 �-3' 0'-9' 1 �-9' 4"' stone direction of setting to be approved prior to installation 8" 1`3" O'-9' 1`3' 2�w . O�-Y- 0--g- v-61 0�9- 2�3'110 �D to 3 general backfill 10" V-6" O� ' 1�9' I LO" 01-91 1 �-3" 1 �-9' 0�9' 2�6` screw type general backfill (see note) (see note) 12" V-9' 1 �O' 2�&` 1 �3' 1'-0" 1'-8" 2'-0' V-O" 3�0" adjustable valve box 38 min. >1 CO 01 1 �01 31-0" 1 �6, 2'-6' 1'-0' 4�-O" ... ...................... . . . . . . . . . . . . . . . .U. Z.0- as re [concrete pad V-6" sq. x 6'deep CV .. .. ... .. ...... 18"I - 6" V-3' 2�0" 3�(Y' 1 4'-(r ............... . ...... 1'. 4�0' location marker CD 8- W stone valve megalugged us 2" min. - 6" max. qd- I, to main to 1:4 11 1/4o THRU 90o BENDS megalugs 24" select backfill 24' select backfill (see note) (see note) megalug stone stone_ gaiv.n rods over fittings and screw type O.D.a % . r mbedded In concrete thrust blocks. adjustable valve box •stone stone to be minimum 1/2 O.D. FITTING SIZE ROD SIZENO. RODS EMBEDMENT of 8" above top of base 12" & LESS 6 2 30" locator marker W U) 14"- 20" 8 2 38, 6� block 16" to 24" Concrete thrust (D 0 concreto 8`x 8"A 16'solid block megalugs (for valves 12" and larger) > OOZE Volume of thrust block I VERTICAL ENDS CONCRETE CRADLE CONCRETE ENCASEMENT 14' 1 22-1/2' 1 45' 1 go, stone b a. - 1.3 U) ding 81. 1.1 2.3 101, 1.8 3.7 Note: this detail is also THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 used for butterfly valves mechanical joint swivel tee with NOTE: To be compacted to 95% of ASTM D6W maximum density. UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 6" branch AS FOR HORIZONTAL BENDS. by 16 0.9 2.3 5.1 - 181, 1.4 3.2 6.3 - TRENCH & BEDDING 20' 2.2 4.5 7.8 - Figure 1 CONCRETE THRUST BLOCKING Figure 2 FIRE HYDRANT ASSEMBLY GATE VALVE Figure 8 Figure 7 Z 0 I"X4'A4'-8" SLATS, 2-FINISH RAIL AT TOP AND BOTTOM Ul 2'X4'X4' BEAMS, TOE MAIL TO "T JCG-6 END -SECTION 12"-60" PIPE ALTERNATE END -SECTION 12" 60" PIPE ES-1 > DI,4A,48,4C_ I W For details of Inlet Frame & Cover "a Std. (C-2 GALVANIZED PLATE TO BE BW ON AN ANGLE OF Hub end on outlet end -sections Hub and on outlet and -sections NOTES: Expansion Joint Expansion Jai W 30' AND IS TO BE ANCHORED WITH 1/2- X 4- Spigot end on inlet and -section Spigot and on inlet end -sections 41X4W' 1 1 /-Bock of Sidewalk STUD SHEAR CONNECTORS WELDED TO BENT 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. #4,6* &nooth Doests * app-12-c to be placid in as crocs ad-/ PLATE AT 2'-0' C-C. - X X 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, _c otutun .w*. to we-* TYPE A NOSE DETAIL SKILL BE USED WITH CG-3 X 4000 PSI IF PRECAST. 6-D ) AND 00-7 STANDARDS. TYPE 8 NOSE DETAIL Concrete to be Concrete to be 4'-0' 3. COMBINATION CURB & GUTTER HAVING A RADIUS F 8-8 (DUsting or SHALL BE USED WITH CG-2 AND OG-6 STANDARDS. 4000 PSI Min. 4000 PSI Min. OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL proposed NOTES: BE PAID FOR AS RADIAL COMBINATION CURB 6 It I I leirifi-I Sidewalk L2%*x2%'x%' GUTTER. L Galvanized 1. PRESERVATIVE STAIN ON ALL WOOD. 4. FOR USE WITH STABILIZED OPEN -GRADED sane NL-I.L J:�j I.- L, ltr3 -0* COLOR TO MATCH THAT OF 5LDG. T4 414f_44 If f�_ 4--H DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHAI I BE CONSTRUCTED PARELLIEL 4-4- 4444 W-414" 4-� T PLAN PLAN 2. FINISHED SIDE OF FENCE SHALL FACE E-I TO THE SLOPE OF SUBBASE COURSES 4-L L-6- A I- of Ctut LENGTH ADJOINING PROPERTY, IF APPLICABLE. AND TO THE DEPTH OF THE PAVEMENT. 2' L L _I_J Ik- F OF PIPE 0:)WACTW GRAVEL 4" OR - or.& con. .m Wds, C__ 8 C 13- 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED em�k con"', 1*11, V• IS 40 MPH OR LESS ON RURAL HIGHWAYS AND I --- - 11 Type A Type 8 APPRO WOOD FENCE DETAIL 45 MPH OR LESS IN DEVELOPED URBAN AND Im 2 �-O P / a SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE 6%G.. PLAN MEW 10940SUW dwor CMwcoor KBar or. steel EXCEEDED STANDARD CG-7 IS REQUIRED. low- eddse to angl. In. at To- fat Diam er of I• FOP, PUMPSTER ENCLOSURE 0 NOSE DETAILS rainfo Diarn of Steel fnhric reOfQ emant NOT TO SCALE 3'-0- - TH Op 10 L-Varlable-Max.20' -I I \� 2­1 p_ D 2 F. D E -PAY UNE E L ;1 Y INE sors a - - - - - - - END VIEW SECTION X-X END VIEW LIM. F ",-Sors E -B SECTION X-X• ARK MITH 0• END -SECTION DIMENSIONS -*3" Diamoler Wasp Hole END -SECTION DIMENSIONS DIAM. A a I C 0 ___ E WIFRE MESH REINFOfRCING V.D.O.T. No 022837 P4 so. A Kyd joka Approach Gutter DETAIL WHEN USED DIAM. A B C D E lr 4- 2'-0' 4--l' 6--l' 2'-0- Son, a _11N Wcupod &A. ADJACENT TO CURB 15' 6- 2'-3' 3'- 1 D' V-11 2-6 ROAD AND BRIDGE STANDARDS SECTION 301.04 The bottom of the curb and -r- 12" 4" 2'-0" 2'-0* 4'-0* 2'-0' 9. gutter may be constructed Fr WITHOUT GUTTER 9. 2'-3* T- 10" _T lw 3'-0" It C� parallel to the slope of 6--l' Y-6- 6- 1 15" 6" 2'-3- 1--9- 4'-0' 2'-6- 21" 2'-11' 2 to 2'-0' LJ subbase courses provided a 18" 9" :7-3" 1 -9 4-0 3-0 24" lo* Y-7' 2'-8' V-3" 4'-0' 1 L minimum depth of 7* is gone E Hars A 10 K.y.d joint 27" 10 1/2" 4'-0- 2- 1 1/2' 6--1 1/2' 4'-6' maintained. 'A -8-t-q a.. C, , '1 `1 APK-.h Gud. 24" 9 1/2- 1 3'-7- 2'-6- 11 4'-0- 30- V-O' 4'-6- V-7 3/4' _e­_131*- This area may be concrete FRONT ELEVATION VIEW Warped aster 30" l'-O" 4'-6' V-7 3/r 16'-1 3/4* 5'-0" - 3r V-1 1/2' V-10 112� S-3 1/4' 8*- 1 3/4' 5-6" CLASS A-3 CONC;(RETE (Gutter removed) 36" V-3- 5'-3- T-10 3/4' 8'-1 3/4 6'-0" 1. -9'-'0 -1 -1 N, -3. 1X/11 X/: 11\11 X /1� Ix /1: X/11 Ix X/11 1X/11 1X/11 am a--• 36* 5­3 2'-10 3/4' _g �-1 3/4' � T SECTION 8-8 C-- - 1._9. 11-9. �\N>\ N Sbbaws 5'-3' V-11" _ii-2 6-6 _T -2w C-6 42' 42" 5'-3- 2'-111" b" BASE 21-A ,lI8. 2'-0' 6 1-0. 2'-2- 8'-2- 7'-0' 48" 0 IT-O* 2'-2" 8-2 7'-0" walso 54- 2'-3* 51-5* 2'-g 1/4' 8*-2 1/4" T-6" 54' 2:-3: V-11' 8'-4' 7'-6- DI-4A DI-4B DI-4C gen. STeps Cloth 60" V-11" 5'-0* 3'-3" 60- 2-6 1 E;'-n* 3'-3* 8'-3- W-n* COMPACTED 51JE3GIRADE F- L L -I I L D+28 SEE NOTE 5 wely Hom I I I LAI -SEE NOTE g. S (COMPACTED TO '-359-' DENSITY AT OPTIMUM T `I r_J PAY UNE- _J I CB_ M015TURE CONTENT, VDOT VTM-I METHOD) r H LfNgpj H OF PIPE NOTE: Pipe lengths shown on plans are H I Ala. based on End -Section design shown to on on the left, If the contractor elects Fa< use m sags S'f'- 4*-6* to use the alternate design shown on For use on grades Both Wd. to be )nnmetrical 6, -10, culvert,/ the right, lengths will be reduced by SECTION A -A the difference in dimension "D". Sheet 1 of 2 SLOPE DETAIL _j TfR45H 1DUtk--1F=6TEfP,, FAD - SPECIFICATION SPECIFICATION STANDARD CURB DROP INLET REFERENCE SPECIFICATION (NOT TO SCALE) REFERENCE COMBINATION 6" CURB & GUTTER 36"-48" PIPE MAXIMUM DEPTH II REFERENCE FLARED END -SECTIONS FOR 12"- 60"CONCRETE PIPE CULVERTS LU E- 105 VIRGINIA DEPARTMENT 233 VIRGINIA DEPARTMENT iless C) 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.15 of 302 302 of Z F201.03 TRANSPORTATION TRANSPORTATION 102.01 L Dt- dumppad 04� E- M > IS-1 PH-1 PB_1 0 T-DI- NOTES: W U) E- W NO PROJECTION OF PIPE ABOVE GROUND LINE CURB DROP INLET THROAT SECTION 1. See General Notes- Precast for additional details. W El 2. Concrete to 4060 PSI minimum compressive Z strength. r TOP OF FILL TOP OF FILL TOP OF FILL GENERAL St'd. IC-2 Frame SWISS rD 3. Reinforcing steel in accordance with ASTM A-615 0 1. METHOD ;A� PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE and Cover RECOMMENDED MINIMUM APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS for reinforcing bars. HEIGHT CHART 0 )F GROUND LINE H ND LINE H GROUND LINE H OTHERWISE NOTED ON THE PLANS. 5. Dimensions shown are minimum. Actual dimensions U) Shape to elevation of )F GRO IF with manufacturer. PIPE I H DIMENSION set - ­C. M. mid -point of largest pipe Of CON(. 11 Holes 6. Thi unit may be used with all Standard 01-3 DI-4 1.4 11 3. to EXCAVATION DEPTH AS SHOWN (IN PLANS OR TO FIRM BEARING SOIL, 2 t= 6' 2'-I1' 2'-rl ROCK OR .5. 8" sheet Curb Drop Inlets. Z 8- S-11 1/4' 3' 1* UNYIELDING Y 1 -77 7. Each face block shall have 2 or more Oi 10" J'-3 1/4' 3 -3 EARTH N IELD NG B EARTH 411, 2 d D+i2' SOIL nil CIRCULAR PIPE •altemate 4' D/2 -t d loops (f 3 burs) cost in la" as shown. - S-6- S-5- D/2 BEDDING 1. D = OUTSIDE DIAMETER OF PIPE.yO%Thew loops may be used for lifting, and 12 CC ;;0 Ilt 15" S-9 1/4* S-8" I MATERIAL 2. ol = INSIDE DIAMETER OF PIPE. for tieing in the poured in place gutter section. I . Shape to contour 4 Ell '_O_ Face blocks are to be sealed with grout or 25 to 18" 4'-1/2' 3'- 11' 11see pipe. HIV., 1/10 3. X = WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. polysulfide sealer. - 4' 0 VWJ F4 MIN. I/ \`-BEDDING MIN. 1/10 BJI X = 12: WHERE d IS LESS THAN 36', 21 V-3 3/4 -2* BEDDING 10 Q PER I i MATERIAL X U- X MATERIAL ---- a- 8. Standard ST-1 Steps not required in this top unit V OF H X D X WHERE d IS 36' AND GREATER, Face Block 6" 3' 9' 3'-g* NN MIN. S', - '-1 1/4' Y-11' MAX. 24 FOUNDATION SOFT, YIELDING, ❑OR 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR sea shad 2 of 2 8 3 6 ter.. �`/ NORMAL EARTH FOUNDATION NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) for alternate detail. -d cn 10" 4!-1 1/4' 9 Slope to drain to Invert of ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL 30' AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. q g 12" 4'-4' 4'-3' outlet pipe. 5. REGULAR BACKFILL MATERIAL MAY BE USED IN PIPE CLASS I BACKFILL MATERIAL FOR d 6 15" 4!-7 1/4' Tee A -A ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30' AND 4'-6- See Alternate Nose Detali A. sheet 2 of 2. SECTION PIE PROJECTION ABOVE GROUND LINE LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. M 18" C-10 1/2' 4'-g* 1-- METHOD OF TREATMENT IN DROP INLETS MIN, 1.5 -x D MIN. 1.5 x D MIN, 1.5 -x D N D MIN, 15 -x D 2.1.m MI .1.5 x 4 Bars All Rib Bars #5 on V Centers 21" V-1 1/4' 5'-G' __P 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER 7F 1 24" 5'-5' 5'-3* 0 U) IN. 1.5 �x 10. SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. 1, oci 4!. '. 9 Transition between pipe diameters o(-TIIP OF FILL TOP OF FILL TOP OF FILL --�k 111 4 Bars 25 0 27" 5'-6 1/4' 5'-6' when different sizes of pipe are ELLIPTICAL PIPE 46 encountered. 4 4 1 3 Bars H H H 1. S, = OUTSIDE SPAN DIMENSION OF PIPE, 3 Bars al 5 Burs 6' 111 4 Bars H 12" 4'-7* 4'-6' 21 15" 4'-10 1/4' 4'-g' 2. S2 = INSIDE SPAN DIMENSION OF PIPE. 4 Gore L_ Z 18" W-5 1/2* 5'-0' OROUN 3. R OUTSIDE RISE DIMENSION OF PIPE. 21" 5'-4 3/4' 5'-3* D+i2' +121 uj GROUND D+i2* rrrrrr GROUND 4. X WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY [IF THE PIPE. 7, r7 5,-8" 5'-6* rrrrrrrcl- LINE LINE of X 12' WHERE S IS LESS THAN 36'. See Alternate Li* Deep Notch L4 24" X IS' WHERE S� IS 36' AND GREATER Detail a for Interlock 27" 5-11 1/4' 5'-g' D/2 R -ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR C,4Z U 5, WHERE DI DIRECTED BY THE 4 Varies with manufacturer < 30" 111/2' 6*-0' NOTES R UM-JL- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE -S2 IS 38- OR TYPICAL MINIMUM BAR REINFORCEMENT cd r- ad Shaping of manhole and Inlet Inverts in accordance with this drawing Slope to drain to invert ROCK LESS AND HEIGHT OF COVER 15' OR LESS. Location of hole to vary according to •15 33- 6'-5 31V W-3- -9" -6* of outlet pipe. I'll is to apply to those structures specified on plans or where T 4' 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR type of inlet constructed. 36" 6' 6' invert of pipe Is above Invert of structure. UNYIELDING MIN. 1/10 X �_D X BEDDING MIN. 1/10 ;1 i444 I ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE- Sa IS 38' OR LESS AND 1b _L 42' 7-3 1/2' 7'--0' MATERIAL X MIN. 1/10BEDDING EARTH HEIGHT OF COVER 15' 13R LESS. V-10' '1 48- 7'-10" r-6- X D X 'I SOIL Manhole of drop inlet Is to be formed and constructed In accordance•BEDDING MATERIAL PIPE ARCH 25• V-7.5" with applicable standard or special drawing. The Invert &hoping as detailed A PER tjsrsan� I V OF H MATERIAL All Rib Bars W-20 Smooth W-20 a to =ist of a Portland Cement Concrete mix conforming to MIN. S', FOUNDATION SOFT, YIELDING, OR W-11 Bars on 4- Centers. Class A3 or ClanCI, except that 25X of course aggregate may be up NORMAL EARTH FOUNDATION MAX 24 ROCK FOUNDATION 1. S = SPAN DIMENSION OF PIPE. S *6 to 4" diameter od c *let of store, broken brick. broken concrete. OTHERWISE UNSUITABLE MATERIAL 2. R = RISE DIMENSION OF PIPE. 20 or broken concrete bla"ck. The surface shall be left smooth by means 3 B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL W_ 4- No. 4 Bars 4 x WID H OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. of hand trowelind9t.8None of the coarse aggregate shag remain exposed. T x 12: WHERE S2 IS LESS THAN 36', W 20 W W-11 BEDDING MATERIAL IN ACCORDANCE WITH Details of invert aping an shown hereon an for example purposes only. x IS WHERE S2 IS 36' AND GREATER 'N SECTION 302 OF THE ROAD AND BRIDGE W-11 DATE: MARC Each manhole or'mrop, inlet is to be shaped individually to best fit the 5. ' WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR OR "W-20 H 8, 2004 particular Inlet and outlet configuration and flow lines. SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE• S2 IS 35 W-20 W7,11 rrrrr WITH SECTION 302 OF THE ROAD AND BRIDGE LESS AND HEIGHT OF COVER 15' OR LESS. W-20 SPECIFICATIONS. H CLASS I BACKFILL MATERIAL IN ACCORDANCE 6' REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR PLAN WITH SECTION 302 OF THE ROAD AND BRIDGE ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35' OR LESS AND W-20 W-20 Y I* Deep Notch For Interlock SCALE: N/A SECTION 1I SPECIFICATIONS, EMBANKMENT HEIGHT OF COVER 15' OR LESS, W-111 METHOD OF TREATMENT IN MANHOLES r;�� NOTE FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE TYPICAL MINIMUM WELDED WIRE REINFORCEMENT I I - t, ch width .. ;n I,. t Fm q d Am 21 'A SPECIFICATION SPECIFICATIM EXTENDED TO 12' ABOVE THE TOP OF THE PIPE, SHEET1 OF 4 SPECIFICATION Sheet I of 2 DESIGNED BY. CR REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS REFERENCE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REFERENCE SPECIFICATION 302 VIRGINIA DEPARTMENT 302 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "'A" INSTALLATION OF PIPE CULVERTS AND STORM SEWERS 302 STANDARD PRECAST TOP UNITS REFERENCE FILE NO. 0518G 05 of 303 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW, 1 /04 NEW, 1 /04 GENERAL NOTES 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 2133 TRANSPORTATION 106.08 F107,01 7�1 VIRGINIA DEPARTMENT OF TRANSPORTATION �.O 5 302 SHEET 9 OF 9 0) C0 'A' 'A' • grade trench 6" minimum- Z I minimum1 1-- 1 general backfill general backfill trench width z-(see note) as required 0 (see note) form board (typ�� machine excavation limit O'dia. schedule 40 steel ........ .. ............. . . . . . . . . .. . . . . ............... t, 3- LU ................. pipe filled with �Ttu.&. D.D. 'B" 0 D and painted yellow 8 r. Ila concrete- 7" lect backfill 4" select backfill trench b 2 note) t (see note) (seee gate valve gate valve undisturbed stone bedding & boxes 18" dia. TYPICAL SECTION TEE, WYE, OR PLUG concrete O.D. encasement *denotes hand excavation O.D. In lieu of wood forming the filling may be wrapped with 1/2 O.D. 'D* = 12" min. for 10"and smaller pipe polyethylene, and the concrete poured to completely surround concrete pad the felting and against undisturbed soil. The bearing dimensions "D* = 18" min. for 12"thru 20" pipe 1 �6" sq. x 6" deep against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. concrete L a, 1­61 W . . thrust block BOLLARD DETAIL Q in minimum co stone stone CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS V Pipe Plugs, Wyes & 11 1/4and 22 1/2* 45' and 901 Dia. Tees Bends Bends 0 STANDARD CONCRETE ARCH A B C A B C A B C L'V CO C-) EV, 1 -0" 01-9" 1 '-O' 0'-9' O'-Y' O'-gP V-3" 0'-91 V-9" 4' stone direction of setting to be approved prior to installation 8 V-T 0'-9' 1 k-3" 0'.9' 01-9" 01-91 11-01 0�9" 2-T to general back -fill to" I�IY 0'-9' 1 �-ff' V-O" 0'-Y' 1 t-3` V-9' O'-W 2screw type $­1 Q) (see note) general backfill le 1 1•-u I _U 2-0 1 1-0 I-V I-0- I - i - - adjustable valve box 3(r min. I >1 �see note) 14" '-0" 3�0" 1 �3- 1 �O' 1'.W 2'fr 1 �O- 4'-0' C\1 CEI I to CV 1(r 24' V-O" 3�( V-0" 4�-ff' as required [concrete pad V-6"sq. x U'deep ................. ........ . ..................... ................ I .. .................... ...... ... 18" location marker 0. . .............. -0" -9" -0" 1 3, 3" 1, g, 5'-0' ..... ....... "O.D. 67 .............. 20" 2�9' 1�&' 4� V V-6' 2' 8. stone valve megalugged 2" min. - 6* max. to main 11 1/40 THRU 900 BENDS megalugs K / ... 24" select backfill 24" select backfill A-4 as note) (see note) -megalug in gaiv.n rods over fittings and screw type E- stone-. embedded In concrete thrust blocks, adjustable valve box O.D. •tone to be minimum 1/2 O.D. stone above top of base /irof & ESS 6 2 30, locator marker 0:1 FITTING Sl E ROD SIZ NO, ROD EMgo&W V 14"- 20' 8 2 W stone - L (1) 0 Con refs-- v tiyq'thrust block 18" to 24" N megalugs 8N 8'x 16'solid block .5 concrete M concrete "M11, (for valves 12" and larger) I Fitting &olu-e of thrust block in Cu. VL VERTICAL I ze p, 22-1/2' 1 453 T CONCRETE CRADLE CONCRETE ENCASEMENT stone bedding 1.3 io, 81, 1.1 2.3 rx. Note: this detail is also 10, - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12' - 1.2 2.8 5.5 used for butterfly valves mechanical joint swivel tee with NOTE: To be compacted to 95% of ASTM D698 maximum density. UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 6' branch AS FOR HORIZONTAL BENDS. 16 0.9 2.3 5.1 - 181, 1.4 3.2 6.3 - TRENCH & BEDDING 20' 2.2 4.5 7.8 - Figure 1 CONCRETE THRUST BLOCKING Figure 2 FIRE HYDRANT ASSEMBLY GATE VALVE Figure a Figure 7 Z 0 I1X41X4'-8" SLATS, 2-FINISH NAIL AT 1-Y )--I TOP AND SOTTCM 2"X4*X4' OEAMS, TOE NAIL TO POST > 1CG-6 DI,4A,4B.4C END -SECTION 12"-60" PIPE ALTERNATE END -SECTION 12" 60" PIPE L LS --i fordetails of Inlet Frame IF Cover we SCd, IC-2 GALVANIZED PLATE TO BE SENT ON AN ANGLE OF Hub end on outlet end -sections Hub end on outlet end -sections NOTES: Expansion Joint V-0 am a Expansion Join W 30- AND IS TO BE ANCHORED WITH 1/2- X 4- Spigot end on inlet end -section Spigot end on inlet and -sections /-Back of Sidewalk STUD SHEAR CONNECTORS WELDED TO SENT `NN 41X4"AW POSTS 1 . THIS ITEM NAY BE PRECAST OR CAST IN PLACE. r f4w Saxioth Dowels 6 oppr*cl2*o­o to be placed in all areas adlaos� PLATE AT 2'-0' C-C. af." ­.t. to wavint aattaa� X X 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, Ban 13- c TYPE A NOSE DETAIL IALL aE USED WITH CG-3 X 4000 PSI IF PRECAST. 2- 0- 0 (DExisting or AND CG-7 STANDARDS. TYPE 8 NOSE DETAIL J Concrete to be J Concrete to be 4'-0- SHALL BE USED WITH CG-2 AND CG-6 STANDARDS. 3. COMBINATION CURB & GUTTER HAVING A RADIUS 4'-G' F Proposed 4000 PSI Min. 4000 PSI Min. OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & 6 Vr4W sidewalk L2%-x2%'xl4' - - - NOTES: GU7TER. Galvanized I. PRESERVATIVE STAIN ON ALL WOOD. 4. FOR USE WITH STABILIZED OPEN -GRADED COLOR TO MATCH THAT OF 5LM DRAINAGE LAYER, THE BOTTOM OF THE CURB Hf+ M�4tqtq AND GUTTER SHALL BE CONSTRUCTED PARELLEL 6 1 '.xm. T PLAN PLAN 2. FINISHED SIDE Or- FENCE SHALL FACE an E- TO THE SLOPE OF SUBBASE COURSES LAO. F L-Giva A Foos Otirb LENGTH ' L -lJ AND TO THE DEPTH OF THE PAVEMENT. L -V • OF PIPE R Joint C B C 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED crack coltral Joint WOOD FENCE DETAIL IS 40 MPH OR LESS ON RURAL HIGHWAYS AND Type A Type 8 APPROX, 45 MPH OR LESS IN DEVELOPED URBAN AND 1--2- 31-01-A 0-1 SLOPtoereE SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE PLAN MEWtoYlJ-x4`s1tud connacta, ��r or steel i FOR DUMPSTEIR ENCLOStUERE EXCEEDED STANDARD CG-7 IS REQUIRED. Mdd to arxis Iran at 2o� Intinto mant Di m r of I Diam ter of I NOT TO WALE L-varfabla-lilax.20' NOSE DETAILS I_fobric re GfQMa=L=- =� I I 1171 OF -81 4�O Pr a". r-2'-O +L AW-ft- ............. �Iixxl D A P- E PAY UNEPAYDUNE n END VIEW 0. 0 - - - - - - - - - - - = END VIEW SECTION X-X •=17-- A.. =I]E7� T SECTION X-X ARK MITH L Bil. F \-Silm E -SECTION DIMENSIONS a'. 2 END -*3" Diameter DIAM. A 8 C D E A A weep H.10 END -SECTION DIMENSIONS WIRE ME514 REINFORCING V.D.O.T. �d NO.022837 A. a- 8- A - '-I' '-I' - 1;0- t, V.."d J.It B C D E 12" 4 2'-0 4 6 2'-0 W-1 WHEN ROAD AND BRIDGE STANDARDS SECTION 301.04 siuse Approoth OAW DETAIL WH USED DLAM. A 15* 6. 2'-3* 3 -10 6- 1 2 -6 C114 The bottom of the curb and Warped outter ADJACENT TO CURB 12* 4- 2'-0* 2'-0" 4'-0" 2'-0' lir 9. ­6 - '1 3'-0* Q II gutter may be constructed WITHOUT GUTTER 9. 2'-3* S-110" parallel to the slope of 15- 6- 2'-3* 1'-9' 4'-0* 2'-6- 21" V-1 1 '-2 6'-1" 3'-6' 8 18" 9. --T' '-0' '-0" '-7- '-3- '-0' .7 ?% 77777777; 101VAL ubbosa courses provided a 2'-3" -9 4 3 24" 10' 3 T-8" 6 4 Ra. A minimum depth of 7" is 3'-7- 2'-6'- 'r - I f a- E eyed idt 21­1 24" 9 1/2- 6--l' 4'-0' 27* 1 10 1/2" 4'-0* 2' 1 1/2' is*-t t/2' 4'-6' maintained. A Apixticah Gutter l'-O* 4'-6* V-7 3/4'. 6--1 3/4' 3C l'-O* 4'-6" C-7 314' 6'-1 3/4, (Gutter removed) M 33* l'-I 1/2* 4L-rIO 11V S-3 1/4' V- 1 3/4" 5'-6* CLA66 A-3 CONCRETE 5'-3- 2'-10 3/4' 8'-1 3/4" 6'-0" -3, -.3 '-10 31e 8'-1 3/4* '-0 X/ 1\1K, XK'4 V-9. 5'-3" 2'-11" 42" 5*-3' T-1 I" �-6 42" -dr 2� 6r-6 This area may be concrete FRONT ELEVATION MEW a- cat" Warpad Outtiw 30" 5'-0' 0-0-- 9 2_ 36" 1 -3 36" 1, 3 2 SECTION B-B ft*C-- i 8'-2" ­� '-0 6'-0" (o" BASE 21-A 6'-0* 2'-2* 8'-2" 7'-0' 48* -T-2* 8'-2" 7'-0* 54" 2'-3" 5'-51 2'-9 1/4' 8'-2 1/4'1 7'-6" 54" 2:-3: 5,1-5- 2--11- 1 8'-4- LrM6:-­I 5�-O. 0. -0. DI-4A -4Caroma Oath 0. -3- '-3- '-0' LLO� 2-6 5 -0 T-3' 1 8'-3" COMPACTED SUB( 01-48 DI F60" 2'-11" 5'-0" 3' 8 18 1 1 F- L L t-- L D+26 $a NOTIE 5 _WEEP HOLE sm "M (COMPACTED TO '215% DENSITY AT OPTIMUM --a M015TURE CONTENT, VDOT VTM-I METHOD) FGTH 8 H H PIPIL CNOTE: Pipe lengths shown on plans are based on End -Section design shown r 1 --&.- - - - - - - - - H on the left. If the contractor elects far uw In cape to use the alternate design shown on For use on grades Both Wait to be symmetrical the right, lengths will be reduced by SECTION A -A Sheet I of 2 - --------- the difference in dimension "D". Tf 6H IDUr-IF5TEFAD SLOPE DETAIL SPECIFICATION SPECIFICATION STANDARD CURB DROP INLET REFERENCE SPECIFICATION (NOT TO SCALE) REFERENCE COMBINATION 6" CURB & GUTTER 36"-48" PIPE MAXIMUM DEPTH (H)=8' REFERENCE FLARED END -SECTIONS FOR 12"- 60"CONCRETE PIPE CULVERTS LU E- 105 VIRGINIA DEPARTMENT 233 VIRGINIA DEPARTMENT 11asses U 502 VIRGINIA DEPARTMENT OF TRANSPORTATION of 302 302 of E)t-dumppad W Z l­1 I TRANSPORTATION LU F201.03 104.15 TRANSPORTATION > IS-1 PB-1 PB-1 Q) T-DI-3,4 UJ NOTES: 1. See General Notes- Precast f" additional details. E- W NO PROJECTION OF PIPE ABOVE GROUND LINE CURB DROP INLET THROAT SECTION P4 'r UJ 2. Concrete to 4000 PSI minimum compressive strength. Z �D r TOP OF FILLTOP OF FILL� TOP OF FILL� GENERAL SVd. IC-2 Frame 3. Reinforcing steel in accordance with ASTU A-615 1. METHOD 'A' PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE and Cover RECOMMENDED MINIMUM APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS for reinforcing bars. HEIGHT CHART U) GROUND LINE H LINE H D LINE H OTHERWISE NOTED ON THE PLANS. 5. Dimensions shown are minimum. Actual dimensions Shope to elevation of I PF GROUND LINE GROUND may wry with manufacturer. PIPE H DIMENSION E-4 mid -point of largest pipe r r Dowel SIZE CON(. C.M. (� Holes 6. This unit may be used with all Standard 01-3 & 01-4 X 3. EXCAVATION DEPTH S SHOWN ON PLANS 13R TO FIRM BEARING SOIL, 2 t-- -6 -2-11' T-11 i ROCK OR 5• we shoot Curb Drop Intets. Z S-1 1/4, a -1 EARTH UNYIELDINGrr EARTH 4-1. 2 of 2 for L) - C-� D 2' J SOIL CIRCULAR PIPE alternate 7. Each face block shall have 2 or more La 10" T-3 1/4' 3'-3* W detail. loops (1 3 bars) cost in face as shown. D/2L II D/E D/2 I I BEDDING 1. D = OUTSIDE DIAMETER OF PIPE, as These loops may be used for lifting, and 12- X-6- 3'-:)- 15" S-9 1/4* S-8. Shape to contour MATERIAL 2. d = INSIDE DIAMETER 13F PIPE. 21-6. 10 2 for tieing in the poured in place gutter motion. so 18" 4'-1/2' 3'- 11' 11seas I J b .. . - Face blocks ore to be sealed with grout or of pipe. MIN. 1/10 3. X = WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. polysulfide seater. 21 e-3 31el 4'-2' O UWJ MIN, 1/1 BEDDING X 12: WHERE of [S LESS THAN 36'. Ml�; PEIRO X BEDDING T I X D---il X MATERIAL X MATERIAL X 8 WHERE Of S 36' AND GREATER. 8. Standard ST-1 Steps not required in this top unit. F OF H X 1.�-'D -4� X Face Block 6" 3' 3'-g* '-1 1/4' X-il' MIN,. 8-, Z sea sheet 2 of 2 . . . . . . MAX - NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) for alternate detail. -d u) 10" 4'-1 1/4* 4'-1' FOUNDATION SOFT, YIELDING, OR 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 8 3 a;v,. :,.,w•: �j/ NORMAL EARTH FOUNDATION OCK FOUNDATION 30' AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS, us g OTHERWISE UNSUITABLE MATERIAL R Slope to drain to Invert of 12" 4*-4* 4'-3" VM outlet Pipe. 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR 15" 4!-7 1/4' 4'-6* SECTION A -A ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30' AND See Alternatti Nom Detail A. sheet 2 of 2. 18" 4'-10 1/2' 4'-9" 0) -to" Do wasse PIE PROJECTION ABOVE GROUND LINE LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 2, All Rib Bars J5 on 6* Centers 21" 5-1 1/4' METHOD OF TREATMENT IN DROP INLETS MIN, 1.5 -x 1) MIN. 1.5 -x D MIN. 1.5 -x D MIN. 1.5 •-x D MIN, 1.5 -x D MI 1,5 - 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER 111 4 Bom 9 5'-0* 0 U) aleSLOT INLET (111-13) OUTLET PIPES INSTALLATIONS, F 4, O� 24- 5'-5- 5'-3- 0 U­ J TOP OF FILL --TOP OF FILL TOP OF FILL--,l4 Bars 27- 5--81/4' 5'-6- ,or Transit]- ta," pipe diameters, or when different sizes of pipe we ELLIPTICAL PIPE T 45' encountered. III J 3 can i3 H H H 1. S, = OUTSIDE SPAN DIMENSION OF PIPE. 111 4 Bars 111 3 Bars 1 5 Bars 12' 4'-7* 4' -6- e4 1.5- 4'-10 1/4' 4' 2. S2 = INSIDE SPAN DIMENSION OF PIPE. 4 Bars U- L- 18" V-5 1/2' 5'-0* GROUNE 3. R OUTSIDE RISE DIMENSION 13F PIPE. 21- Y-4 3/4' 5'-3- D+i 12, �INE 4. X WIDTH 13F CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. 4-- rrrrrrrrrr Mata I- Deep No Lq 24" 5'-8" 5 LINE D + 12 - GROUND cl X 12' WHERE S IS LESS THAN 36'. See Alte X 18' WHERE S� IS 36' AND GREATER 27" 5-II I/V 5*-9* �epl -�- Oetaill a for Interlock d D/2 5, WHERE DIRECTED BY THE -ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR • Varies with manufacturer -04 Z< 30- 6'-2 1/2' W-0' NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE -S� IS 38- OR r- PICAL MINIMUM BAR REINFORCEMENT Cd NOTES LESS AND HEIGHT OF COVER 15' OR LESS. 33- 6'-5 3/4' W-3- Sh ping of manhole and intat inverts In accordance with this drawing Slope to drain to invert EARTH CK OR Location of hole to vary according to 36" 6--g- 6'-6- 1. 1. apply to those structures specified on plane or where of outlet pipe. T-4- eYIELDING 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR type of inlet constructed. Invert of pipe is above Invert of structure. MIN. 1/10 BEDDING MIN. 1/10 IL ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE•Sa IS 38' OR LESS AND 42" 1-3 1/2' 7'-0* X �-D X MATERIAL X D X 1,1411- IN, BEDDING EARTH HEIGHT 13F COVER 15' OR LESS. - 2'-10" ao 48- 1 7'-10* T-6- Manhole of drop inlet Is to be formed and constructed in accordance PER BEDDING MATERIAL LKLAL PIPE ARCH 2.5* 2'-7.5' with applicable standard or spacial drawing. The Invert shaping as detailed MATERIAL All Rib Bars, W-20 Smooth W-20 V OF H FOUNDATION SOFT, YIELDING, OR W-11 Centers. MIN. 8', hereon I NORMAL EARTH FOUNDATION ROCK FOUNDATION 1. S = SPAN DIMENSION OF PIPE, Class A� to conslat,ofeat Portland Cam ant Concrete mix conforming to Bars on 4 W- ter and except brick, broken concrete S�VJI�1�21 cim C. pt that 25X of course aggregate may be up MAX. 24' zo to 4' dia " lonsill, of lit... b OTHERWISE UNSUITABLE MATERIAL 2. R = RISE DIMENSION OF PIPE. or tirov.=C-it block. The surface smhkellnba loft smooth by means 3. B = SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL W-20 4- No. 4 Bars 4. x = WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. W 20 W-11 of hand troweling. None of the coarse aggregate *hall remain exposed. A X 12' WHERE S2 IS LESS THAN 36'. Ic x 18- WHERE S2 IS 36' AND GREATER BEDDING MATERIAL IN ACCORDANCE WITH Details of Invert $hoping an shown hereon am for example purposes only. SECTION 302 OF THE ROAD AND BRIDGE 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR W-11 DATE: MARCH 8, 2004 Each manhole or inlet is to be shaped individually to best fit the SPEC FICATIONS, REGULAR BACKFILL MATERIAL IN ACCORDANCE NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE- S� IS 35' OR -20 W-20 drop• particular Inlet and outlet configuration and now [inn. 'A • WITH SECTION 302 OF THE ROAD AND BRIDGE LESS AND HEIGHT OF COVER 15' OR LESS. W W-20 CLASS I BACKFILL MATERIAL IN ACCORDANCE SPECIFICATIONS, BACKFILL MATERIAL FOR H 6' REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I PLAN WITH SECTION 302 OF THE ROAD AND BRIDGE ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35' OR LESS AND W-20 W-20 i, Deep Notch For Interlock SCALE: N/A SECTION B-B SPECIFICATIONS. EMBANKMENT HEIGHT OF COVER 15' OR LESS, W-11 METHOD OF TREATMENT IN MANHOLES NOTEj FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE TYPICAL MINIMUM WELDED WIRE REINFORCEMENT EXTENDED TO 12' ABOVE THE TOP OF THE PIPE. trench width iis required ...... . . . a. , F.A SHEET 1 OF 4 DESIGNED BY. CR SPECIFICATION SPECIFICATIO� SPECIFICATION Sheet I of 2 REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS REFERENCE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REFERENCE ON INSTALLATION OF PIPE CULVERTS AND STORM SEWERS SPECIFICATI VIRGINIA DEPARTMENT 302 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "'A" 302 STANDARD PRECAST TOP UNITS REFERENCE FILE NO. 051BG ,302 NEW. 1 /04 NEW. 1 /04 GENERAL NOTES 05 of 303 303 1133 -T;77,�00 302 TRANSPORTATION F-0608 VIRGINIA DEPARTMENT OF TRANSPORTATION F -i�7,01 VIRGINIA DEPARTMENT OF TRANSPORTATION �-05 VIRGINIA DEPARTMENT OF TRANSPORTATION SHEET 9 0F 9