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HomeMy WebLinkAbout43-08 LDS Berryville Ward - Backfile (1)°w•we�wrew mes0rmm.meer� i°rw�u:w+a+®raeera�.mra�.uv.,wo.rows..nsa...rw,a.,....er-rr.,._a...r.-,.uuiiauam.y.�.n:. xcas+,�amr., a.e.uum..reaasa,mew®�nm®reva.e.:»s.®sasr' .aa�. ®ui.�• .---. �. •- -�-. .v-ass�'cc."�- . CENERAL NOTES `%DOT CE,,V 'RAL NO j S I LECEI41D VICINITY M4P 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of ane. :atest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR - -- - - - _330- -- -- - � SCALE: 1" = 2000' Z County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion-_____- -®- I �� and Sediment Control Regulations, and an other applicable state federal or local regulations. In case of EXISTING INDEX CONTOUR ____m__ -� 330 ,•' ,�- • g r Y P r g - ', .. .a. ': +: '.�i'✓.:- :," � p r ^"'::: Ct A;.... ;.. - � ;..-r (j �. , f�.e ry �:, .'.•ti., 2. Measures to control erosion and siltation, including detention ands serving as silt basins durindiscrepancy p g P a discre arse or conflict between the Standards or Specifications and Regulations, the most stringent , ;� _ , . ,� - . �o '. ; �.�,;-�f--'" ' f , �' , _ � �� -,•�_ �'� .,� 1� gg gg P Y P g g PROPOSED CONTOUR 400 �_ }},, . l r- ; . ■� construction, must be provided prior to issuance of the site development ermit. The a royal of these plans k' Pp P shall govern.s5a,� Y gresponsibilitiesrt _ c' In no way relieves the developer or his agent of the contained In the Vir ante Erosion and EX E Pf . ' ):. Y : , , ? 'f ,. } „ g� Pg EXISTING EDGE OF PAVEMENT � % , �a r�% �, ,' . ,o f � �,-/•� . �.�,`. • . > f . �>✓'... � _ ti � --cf - : ,. ��.� W Sediment Control Handbook. � x �.` �ft . ••,� a _ "``.,,�,F. f9:.ram V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROP E P} . PROPOSED EDGE OF PAVEMENT l 4 ,,,;, • �.•r:'. Administration OSHA , and Virginia Occupational Safety &Health (NOSH) Rules and Regulations. �,,.,- � ., � ,;. ,- .(� !� . ,,4 r -. ��-, ` .-, l� , .'..,:1� 1� > ��} �,.'•. ''.-'-;.� ,., ,° , � c,.,. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of ( ) � ; � • ' •. ,: 1 � -• . ..; _. ,.- J � `�,F ,;f�,a. � �,- f.... Trans ortation EX C&G -�,� ';�` � 's� �� `.- 7...', -' : �. � ::, . '' ? � r � _ ,•. � :. , .. 1. ,, t+ - `` "1- • b <;.. V3. When working within VDOT right-of-way, all traffic control whether permanent or temporary, shall be EXISTING CURB AND GUTTER C 13 State right-of-way.g g Yr , P P Yo 1 .� :'..i 1 ,.. . 9 :,:. :;i '-� "' . :-r .-.. .f3+:':-">,.., •-'.T '.J /,.,,.!}: •i(-- tr t:.,- ,,. `. ;�' :: ��•�' � - (VDOT� and Frederick County prior to construction in existing t in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, all traffic PROP C&G ,, t _ ,. �; � .. ,, , ;:Q __ > ' :. L. 4. A royal of this Ian does not guarantee Issuance of an entrance permit b VDOT when such permit as control fla ens must be certified In accordance with Section 104.04 c of the VDOT Road and Bridge PROPOSED CURB AND GUTTER r � ... �: -.y ,, . ,,... . ;.: t- O ; - ,-� -,. �- �_��_��-_, - „ - . •, �1 C� 2 .Y`. _ ,� P� � g P Y P gg () g require under State law. Specifications. _ _ ' ,.l r.: .,. 1 �� ,4 _ �r{��l+'� )_ 3sq ` <<'��, Z CG 6 �-7 CG 6R 0 J a' sba�an aah r• Q., n; ` tr rr TRANSITION FROM CG 6 TO CG 6R _ > , - 5. The exact location of all guard rails will be determined b VDOT ersonnel. A olnt inspection will be V4 The developer shall be responsible for relocating, at his expense, an and all utilities including s . " ;�,__ g Y. P P P g P Y g ,° .. . ernorr®I.Park ;;r ,.J,.r., _ �. 3 :-, r (( ... . �'. - '. ,., y. �,. ..,i a ti .; .::; z-i :�r: s.. :�.i. - r_- % -. 1',,!p ii)l ,,k '.L `! yl,, Co p I w,. ._: r_:,. tit: :^f`: r, ��._ , held with the Developer, Count Representatives, and Representatives of the Virginia Department of fi ��. } ,., s ,1.. f , Co r Y P P g P traffic Sl nal Dies, unetlon boxes, controllers, etc., owned b VDOT or rlvate ubllc utilit cam antes. EXISTING LE 0 .- .._. .. - ., ,_.,..,:,.. _ ,.. .A� c -. «..q.�.,,.= g P junction P P TE PH NE LINE T - - - - T - �y�e CQ Transportation VDOT to determine if and where guard rail and of awed ditches well be needed. The yy p / +..a1:. •. , P (VDOT) g / P It is the sole responsibility of the developer to locate and identify utility facilities or .stems that may be >� � ;. � ;- ; . •. :, '�._�:,>,., ,.:: �.. �., ,... , .. r s' ,-. � ��.;��, ..> ..� �, �.-�� ,.� til r ,�+� c� �' guardrail a d eyed ditches as determined b p �_� ,. ,. .,, �-:.'... ., ,. r. ,��. � .- ,.f i,. � ,... .. ,,., ....+ :.� }ire,-,.,'.._,�;:� deve�o er will be responsible for providing n p rm ned y this joint lnspectlon. In conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the PROPOSED TELEPHONE LINE T � ..__ ., • .�L_,,,,.�-„ �; ..: } �.,�,_. � v�. j7/s+ur�I) t paF t. � ,. , r,.�. � ,: ,; � � ,,f, , . , ,1„ ,, ,.,, 1 a Refer o developer from this responsibility. Lys_ .. _ a - r �- r 4 ;<, ci.CO EX. 15" RCP d ,. �a �-' a,i r Sv ^ } i �_f �' q co N Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEWER � � ... � of � rL.-.. � ).S r � ��f a � coo m V5. Design features relating to field construction, regulations, and control or safety of traffic may be " g 6. Ana roved set of sans and all applicable permits must be available at the construction site. Also, a s b'ect t cane as ee ed necessar b VDOT. An additional ex ense inc r ed a e PROP. 15 RCP , ,, ;■ , e �_a ll.�- •� o Pp P P u � o h g d m , • y Y Y P u r as r salt of any field -� ., f ti � representative of the developer must be available at all times. revision shall be the responsibility of the developer. PROPOSED STORM SEWER 4 .� L7. ;" p- � � • - • • • • • • 7. Warningsigns, markers barricades or flagmen should be in accordance with the Manual on Uniform Traffic EXISTING SANITARY g g V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land SEWER Control Devices (MUTCD). use permits for an work within VDOT right-of-way. P q Y,� -� ~` A �1 q N o o P Y g Y PROPOSED SANITARY SEVER S i• -,$� 1 I T p -- f,� U) to Q: 8. All unsuitable material shall be removed from the construction limits of the roadway before placing o A. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and 0 embankment. EXISTING ELECTRIC SERVICE - - E - - - - E - - - - E - - - held by the engineer and/or developer with the attendance of the contractor, various County agencies, w 9. All pavement sections on the approvedE plans are based on a minimum CBR value of 6. CBR values less utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE SHEET INDEX than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any RUSTING GAS LINE - -G- - - -G- - - -G - indicated on the plans and as required at the field inspection. required or requested inspection. REVISION REVISION PROPOSED GAS LINE G SHEET NAME SHEET NUMBER NUMBER DATE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent be minimum 6 diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained in accordance with PROPERTY LINE COVER SHEET 1 4 1/29/09 Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other OVERALL PLAN 2 3 1/02/09 w 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than properties affected by this project shall be maintained through construction. The Developer shall have, FLOW LINE �- - - one litter receptacle shall be provided at the construction site. within the limits of the project, an employee certified by the Virginia Department of Conservation and EROSION & SEDIMENT CONTROL DETAILS AND NARRATIVE 3 Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices FE;NCEIBE x X X EROSION & SEDIMENT CONTROL PHASE I 4 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly EROSION & SEDIMENT CONTROL PHASE Il 5 4 11/06 08 to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take rectified. I�CI�TiNG PO ?POLE _ - whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free DIMENSIONAL PLAN 6 7 1/20/09 condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained can the site d::ring ar--d at ;;lie M.STING I-EU.1110NE PF.,DES :'IL SITE AND UTILITY PLAN 7 7 1/20/09 end of construcl.,on. 14. Notification shall be given to the appropriate utility compan prior to construction of water and/or P / - t i- GRADING. PLAN 8 5 1/02/09 C 3 sanitary sewer lines. Information should also be obtained from he appropriate authority concerning permits, ,; r EXISTING 9fATE..INE if TEP, -- kP® -- -- •-"�-- '#-"® --m """p Vil. All water and sewer ..nes within existing orproposed-VDOT i i right-of-way shall have, a rniiii..niina 2 �' o o c� cut sheets, and connections to existing lines. _ g g Y � ROAD PPOI'1LES 9 �, 9/19/08 Z t� v thin six 36 inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED 7ATERIM! W1 TEE V-�,T�� 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the conflict points. is P Y g UTILITY PROFILES 10 3 10/06/08 ® o p E^n��flldG FIRE TIYDRANT p current standards and specifications of the Frederick County Sanitation Authority. p� SEWER FORCE MAIN PLAN AND PROFILE 11 4 10/06/08 � � o V12. Any unusual subsurface conditions (e. unsuitable soils, springs, sinkholes, voids, caves, etc.) ENHANCED STM MANAGEMENT POND PLAN 12 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the encountered durinthe course of construction shall be immediately brought to the attention of the KUSPNG HATER VALVE -- ®�!-®- -_ -- V® � - _ W_ - -,-- � v � py contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed engineer and VDOT_. Work shall cease in that vicinity until an adequate design can be determined by the BMP STM MANAGMENT LANDSCAPE PLAN 13 W C4 W W prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved bey VDOT. PROPOSED WATER METER DETAIL SHEET 14 __ _ 3 1/02/09 Ix a utility verification and the proposed construction. A A DETAIL SHEET 15 3 1/20/09 V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED REDUCER alA 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be DETAIL SHEET 15A 1 1/02/09 5 �' result of his construction project within or contiguous to the existing right-of-way. resent to insure the sample obtained is representative of the location. When soil samples are submitted G� o private laboratories for testing, p STOP SIGN DETAIL SHEET 16 2 1/02/09 5 W w the samples shall be clears identified and labeled as belonging to a t� WW 18. When grading is proposed within easements of utilities, letters of permission from all involved companies � g P y g g a p, must be provided to Frederick County Public Works Department prior to issuance of grading and/or site project to be accepted by VDOT and that testing shall be performed in accordance with all applicable DETAIL SHEET - MOT PLAN 16A 3 1/20/09 development permits. VDOT standards and procedures. PARKINDICATES G INDICATOR LANDSCAPE PLAN 17 1 9 P P INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 /03/08 V14. All roadway fill, base, subgrade material, and backfill in utility/storm storm sewer trenches shall be SIGHT DISTANCE PLAN & PROFILE 18 1 1/02/09 ao o rn Q 19. The developer will be responsible for the relocation of any utilities which is required as a result of his Y g Y/ o 0 0 protect. The relocation should be done prior to construction. compacted in six 6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 W I \ \ 0 \ HANDICAP PARKING co A, within pus or minus 2% of optimum moisture for the full width of any dedicated street L 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent A I I P-1 IC-Q, in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be VEHICLES PER DAY COUNT engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. �- 21. The contractor is to verify field conditions prior to and during construction and notify Greenway V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these lens and/or as PROPOSED BUILDING ENTRANCE �-- THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION Engineering,at 540 662-4185 immediate) of an discrepancies between actual field conditions and the P / OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR :PRIOR TO CONSTRUCTION 1 I F ( ) Y Y P specified by VDOT. approved pan. PROPOSED STREET NAME SIGN Tr j �,/ P�' V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet t PR0ti"B" INFORMATION 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard VDOT minimum design standards and is the responsibility of the developer. �® proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED SANITARY LATERAL CLWOUT S PARCEL TAX MAP Noy 16-A-SA U E. - F t professional engineer and results submitted to Frederick County prior to pavement construction. If a LOADING SPACE_- .QUAD RA Y L, eotechnical report has been prepared, it should supersede the requirements in this note. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall STRE ADDj�SS: JUSTES DRIVE g P P P P q , SANITARY MANHOLE IDENTIFIER 12 �J DETERMINATION TO MADE BY zOINIt ADMINISTRATOR LIC. N0.32809 be installed by the developer or, at VDOT s discretion, by VDOT on an account receivable basis following 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic Control Devices. WiNCHESTER VA 22602 p Z 166 excavating or blasting at least two (2) workin days, but not more than ten (10) working days, prior to TOTAL AREA: 5.0201 AC _�� commencement of excavation or demolition. �ames and telephone numbers of the and operators underground V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the STORM DRAIN STRUCTURE IDENTIFIER O6 SS Cs utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency start of construction. Copies of all invoices for materials utilized within any dedicated street PROJE TEA: 5�201 AG ZONAL condition• right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit EASEMENT LINE _ : 2:0 AC SEE LANDSCAPE PLAN FOR CALCULATIONS and total prices may be obscured. RA 24. All utilities to be located underground. - ZONED CENTERLINEV19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical n 0L.- CHURCH OUTDOOR 'S S LIGHTING,- AHOWN LIGHTS SHALL BE 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. spreader. Density will be determined using the density control strip in accordance with Section 304 of EXISTING SPOT ELEVATION X r35.4 D024CAST OR SHIELDED TO the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform -5 SETBACK REQUIREMENTS FOR RA: FAFEvENT GLARE ON ADJOINIW3 these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. PROPOSED SPOT ELEVATION 35 RTIES OR PUBLIC ROLU'S In addition to checking stone depths, a VDOT. representative shall be notified and given the opportunity X FRONT SETBACK - 6�' FROM THE PROPERTY LINE OR ROW OR I/E EASEMENT to be present during the construction and testing of the density control strip. EXISTING TREE LINE - gg.3' ACTUAL QD SIDE OR REAR SETBACK - 100' 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 SUR VEY AND TOPOCRAPHIC INFORMATION PARKNG SETBACKS ■ 5' FROM ANY PROPERTY LINE BUILDING INSPECTION 99QUiREMENTS: 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test L BUILDING SHALL COMPLY WIIITH THE VIRSNIA UNFORI reports shall be submitted to VDOT daily, unless specified7 otherwise. A VDOT representative shall be STATEWIDE BUILDING CODE, THE INTEFNATIONAL EXISTR�x Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. notified and given the opportunity to be resent during the construction and testing of the control strip. 1. Boundary survey was performed b : HEIGHT RESTR►CTION: 35, MAX" HEIGHT BUILDING CODE AND USE GROMP A (AS LY) AND R g PP Y P g g P Y Y P Y (RESIDENTIAL) OF THE NTETIONAL BUILDING CODE FCSA CONSTRUCTION NOTES V21. In accordance irrith Section 302.03, the foundations for pipe culverts thirty-six (36) inches and GREEi�IWAY ENGINEERING Dated: 8 30107 2i'-5" DESIGN HEIGHT TO PEAK OF 2006 larger shall be explored below the bottom of the excavation to determine the type an condition of the PANG REQ2REt5M: 2. OTHER CODE THAT APPUE,1S IS ICC;ANSI A 111.1-03 � 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water•cam foundation. The contractor shall report findings of foundation exploration. to the engineer and VDOT for 2• Aerial, horizontal and vertical control surveys were PAmon SPACES REauiRED o i PER EACH 3 SEATS US ABLE A40 ACCESS1I3LE E+UIILDiNGS AND FACILITIES• �--i performed b GREENWAY ENGINEERING ' 0 3. STRUCTURAL PLANS SUBMITTED FOR PEWIT approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Brid e Standard p Y� �� 2. The water and sanitarysewer onion of these laps are valid for two ears from date of FCSA approval. p PROPOSED SEATS . 2�1 APPLICATIONS SHALL BE SEALED BY A VIRGINiA P P Y PP PB-1. Where soft, yielding, or otherwise unsuita le foundation as encounter ed, the founds on design (Year) TOTAL PARKING SPACES REQUIRED . 9i LICENSED S DESIGN SviOrIvAAL, and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. U� > 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 3. Aerial topographic ma in performed b 4. L WITH HEIGHT FT. A- lLY USE BUILDING Q V22. The foundations for all box culverts shall be investigated b means of exploratory borings advanced mapping P Y• TOTAL PARKING SPACES PROVIDED • 112 SHALL COMPLY WITH HEiC�i-iT >�+lD AREA OF T503, 2 g Y P' - Dated: IBC. W 4. The contractor shall coordinate with, and arrange for inspection b the Authority. below HC SPACES REQUIRED • 6 g P Y, Y• proposed foundation elevation to determine the type- and condition of the foundation. a 5• SPECIAL ifdSPECTIO;J FMQUIIREMT5 OF CHAPTER li OF F-4 ! � �, contractor shall submit copies of borehole togs and report findings of foundation exploration to the HC SPACES PROVIDED • 6 THE IBC SHALL APPLY TO THIlS TYPE OF STRUCTURE. w �i 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. engineer and VDOT for approyal prior to constructing box. Foundation designs shall comply with VDOT W Q Z Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and oast -in -place ;� box is proposed, the thickness of bedding shall be . six 6 inches. Where soft, yielding, or otherwise L THE FAA HAS ISSUED A "DETERMINATION OF NO HAZARD TO AIR NAVIGATION" DATED JANUARY 23, 2 FOR THIS FACILITY WITH CONDITION THE ,x 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: P P b' () yi g� CONDITION STATES "THE STRUCTURE (MUST BE)MARKED AND/OR LIGHTED IN ACCORDANCE WITH FAA ADVISOW CIRCULAR'10/'1460-1 K CHANGE 2, � W0 a) The Authority shall furnish all labor and material. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall OBSTRUCTION MARKING AND LIGHTNG, RED LIGHTS . CHAPTERS 4, 5(RED) AND 12". THIS MUST BE MET TO BE CONSIDERED IN COMPLIANCE WITH THE > E 4 b) The contractor must: be determined by the engineer and approved by VDOT. APPRO VAL FAA REGULATIONS. U) 1. make application and pay deposit 2. N ACCORDANCE WITH THE CODE OF VIRGINIA, SECTION 15.2-2294, AND THE FAA, THE CONTRACTOR MUST FILE A ROTICE OF PROPOSED CONSTRUCTION, W �i 2. mark the tap location. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. FAA FORM 1460-1 WITH THE FAA FOR ANY TEMPORARY CONSTRUCTION EQUIPMENT TO INCLUDE CRANES, DEW- l(A'*, ETC. IF THEY INTEND TO OPERATE U 3. coordinate installation with the engineering -assistant. AT A HEIGHT GREATER THAN THE PROPOSED STRUCTURE OR 66' ABOVE THE GROUND FOR A MAXI HEIGI-r, CCF' 1$1 ,0RSL. TIDE FAA WILL CONDUCT di ►°--+ V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as '' AN AIRSPACE OBSTRUCTION ANALYSIS AND NOTIFY THE CONTRACTOR N WRITING OF THEIR DETERMNATION. THE REVIEW PROCESS CAN TAKE O specified by VDOT. !` SEVERAL WEEKS AND UNTIL THE FAA COMPLETES THEIR STUDY, CONSTRUCTION EQUIPMENT CANNOT BE USED AT' THE SITE IF IT EXCEEDS THAT U W 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's z3�S MAXIMUM AS STATED. W Q Inspector. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FREDERICK COUNTY ZONING ADMINISTRATOR DATE 2• ALL CRANES WILL BE REQUIRED To HAVE AN AVIATION OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE w W accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT *APPROVAL AT NIGHT UNLESS LIT• INTENDED HOURS AND DATES OF OPERATION SHOULD BE COORDINATED WITH DAAD FOLEY, OPERATIONS W Qom' 8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. after grading is mostly complete. APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) SUPERVISOR WNCHESTER REGIONAL AIRPORT AUTHORITY NO LESS THAN 48 HOURS PRIOR To START. YEARS FROM THE DATE OF PLANNING APPROVAL.. 3. DUE TO THE CLOSE PROXIMITY OF THIS SITE TO NET AIRPORT, IT IS REQUESTED THAT THE OUTDOOR LIGHT0.! Imo' A SHIELDED 'TY AND BE AMBER It is the contractors responsibility to have the meter box assembly installed correctly. s N COLOR IN ORDER TO MINIMIZE LIGHT POLLUTION TO PILOTS APPROACHING THE WINC14ESTER AIRPORT, In I=Q; Before a permanent meter is installed: FIRE MARSHALS NOTE @m Pw ti °[ Row 4. ANY TREES PLANTED AS PART OF THE LANDSCAPING SHOULD BE OF THE TYPE THAT ARE SLOW GROWING WITH A MAXIMUM MATURE HEIGHT NOT To ' x a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. EXCEED THE ELEVATION OF THE PROPOSED BUILDING To AVOID FUTURE AIRSPACE OBSTRUCTiONS. Fire lane markings and si�aEe: � Ul b The frame and cover shall be set to final grade. S. CONTROLLED BURNING SHOULD BE PROHIBITED DUE TO THE CLOSE PROXIMITY TO THE RNMY AND S°NCEe THE. ''PERTY IS WITHIN THE FLIGHT g Any No Parking signs and yellow painted curb locations will be installed C �G� n PATTERN OF THE WINCHESTER AIRPORT. UNSUITABLE MATERIALS SHOULD BE HAULED AWAY FROM THE C ON9T�rT,ad Si'- Al IATELY. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 'inches. �' � -��3 D� d) All components of the meter box assembly shall be in proper working order. by field inspection at the direction of the Fire Marshals Office. a TRIP �r ry� �y rpr 9. For water and sewer services that connect to existing lines: 1 ILIP C NERA 1 ION DA 1 A Project Name: PrrAjec t Number: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. LDS BERR YVILLE WARD - b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD ic�J804SN c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the 560 CHURCH 9.49/1000 SF SUNDAY 158 Magisterial District: Date of Plan: (Month, Day, Year) meter. e) The Authority will install all sewer laterals. STONEWALL MAGISTERIAL DISTRICT 06/27/08 10. Any water service line must have a backflow prevention assembly (detector double check or RPZ, * T N FROM ITE TRIP GENERATIO 7TH EDITION Owner: Corporation of the Presiding Bishop of Address, Including Zip Code : ''Telephone No. DATE: 06/27/08 as required). The assembly must meet ASSE standard No. 1015 or 1013. T �o �r The Church of Jesus Christ of Latter-day Saints 3944 Wilcoxson Drive rT 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). UTILITY l� ONTA 1. TS A Utah corporation sole Fairfax, VA 220 3- The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also c/o Gordan Dairies (703) 405-3566 SCALE: AS NOTED Water/ Frederick County Sanitation Authority Phone: Verizon have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Sewer:.O. Box 17398 Developer: Corporation of the Presiding Bishop of Address, Including Zip Code & b'siophone No. Radio read remotes are required. P.O.PBox 1877 q The Church of Jesus Christ of Latter-day Saints 3944 Wilcoxsoxa Drive Winchester; VA. 22604 Baltimore, MD 21297 Y DESIGNED BY WRS 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water -meter (540) 868-1061 (301 ) 954-6282 A Utah corporation sole Fairfax, VA 220!31 703 C/o Gordan Dairies 405--3566 and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. / ( ) FILE N0. 2804SN HANDICAPPED PARKING NOTE P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code �; "'lz 'ale�one No. Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 18 Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING, Inc. WINCHESTER, VA 225012 no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4165 08-051 v 1 lip �A i/ '�:l' ...� \ \mac �„ )�c 1I 1 I I t\ \ j LLI \ \ \ VOW LLI N. A� Nx i\ \ .11%1 ., ! �...- ` I I \ ( I t I 1 I \ ! \t \ 1 1 1 \ Lai o co NNN� C\12 . 'o, ( •' r /I i \ \1 \ 1\\\\\1 .w: 1 / / .- \ / _ -- -- ' ♦. J I I I ( 1 \ \ \- / ,./ I I I „ 1 kzvlIle v: -' '` \ ` \� � _ _ f \ 1 1 I 3 , • -,;` ` I, \ (� -/ / - 1 ` \ •`",c ,� -t _ \ ! ` ASH NANDOAH \ \~`' J \ 1 l 1 ° a� /MOBILE COUR o E-- w ( \• ' / ! / tea' 4 '� \ % ` '*✓ Av '" Lo NsN / "`a� M." 7r^ \ 1 \ I 1 ,.rl+.•'t' �., r• {i ^ \ 1 ! ./ " \ �` \ \ 'i '� .� r 4c E i1k,� , , �.," -'ht % I��' 'f'' ��.r'` -- -♦ --' 1 / \ \ \\� \ - - / t� �d # _ (�� / \ /� �! 7t firms/ X / / f �`T,`" �r *. \' 1 I \ `\ \ /\ / ^ \ ♦ r — ` \ \ / \ ` \ INN Vi AHY NNN Ole- z '� l / ! �z \ ,.'` � / ( ! � � 11 � 1 r '' -� �-' -on \ �.�` "� IN,VI ♦ �� � 1\ \ \ � 1 1 \ \ '� 1 I ( o 0 1!;o" .�10 / TM 16-A-5 ARK D. ITN \ a' ' r I `♦ � `� - 5 \\ -- ;;♦ / , ,)1" ,1 , / 1 w w 7HE.C4RIB�fd'HER AND JENMIFER Rl158ELL LIYMG ST ! " \ I �' -ND-1 ^'�1't- � (-.. .,, - . �� �'�.,..,,a `/ 1 -�►�'" / / / / ` '/ / I 1 1\ \ RUSSELL L I VING TRUST I 1 t (1 \' I n ;--,. '' ' � '--••, \ \ � \ \ • — — � / Msr. No 0000'12211, _ _ -- \ \ / t ! MST. No. 0201D22182, ` ! I 1�..,; II, Il � '�!/ - • \ ; /f� \ '�\ \ r ..�'� \ \ \ \ \ \,\ r+\ ,„_ 1 \ \ ^, AND MST. No. 020022119 I I 1 I/ \ \ ! \ ISEE IW. No. 060023110) I 1 \ / _ ,./ \ \ t+ r� -� \ I \ \ \ \ \ \ N. \ \ \ \\1 1\ \ \ ,� �. * X w- " fi, \ ( f TM.1b-1-C _ f /'` 1 I \ / \ / e \ w �' / DOUGLAS E. J, KEtI, ET_ \;, . / RA \ / \ \ �'' �'� ''� 1 \ 1 1 N1 \ 11 \ 1 H o \ \ , y -- - .. , 1 . UX D13650 FjG, 548 RA \o x 116 �` �, ,r _ �.,, :.. t \ 1 111 I \ \ \ 11` { / / -- •\ \ �."�\\ - �� � � INN •... ( / � 1 _ ,.� \ \,.�._ 1 1\ t\ \ \ \ I \ -� / / \ ,1� f ( �� _. -. \ t�.. / \ \ , y I I I 1 1�\1� I \ 1 I �\ j , T \ \ � _ _ , �'� \ \ `` \ e -... _ � ,.� � \ `� _' _'' /i \\� \ ,�.. �"'� "�;�\ I ' i 1� I I�1 \ 11 \ 1 OF ( I 1 l 1 / - \ \ \ \ \ ..�'- ; \ _ \ \ - \ / 1 ! I ` I / \ 1 /' ''�.�� _ y Tr1.16 A-i , \,\\�,,-�, - l /� I I +I ( 1 1 \ \ \ ` .-\'\ \ \ _ - '�. ,,SHENANCOAH M�bBILE. COUl 1'°MCA \ _ �-- I I! I I I1 \ 1 �, ,�• 1 / s / III I s \ \ \ 1 1 / -- \ ,, \ / /' I -' \ ,\ / % `a_ ^- ��/ ! 1 DB 321, PCs 693/ r \ \ \ \ \ Al O4./� �°'\ O '` % AN L. K LER t (! \ ,- f \ •- -- - -, \ • \ \ZONED="MHI ! . \",,\ .'`- '' / I i I \ '. -- ,\ v fi \ / I ! i Lic. NO.32809 . I \ `� /' / - -', � �� \e �' ",�' �\ _ "� / I 1 r It I _ \ \ \ \ \ ✓ % / / / '</ I I I 1 / , J \ 1 \' - \ \ / �_._ ( f / ( / , / \ I I •/` f \ ` /� 1 ( \ \ ! / / \ \ �� ' / ' �\\ \ \ \ " / _ ' ��i f , , (1 1(1 I t ( I I N �``i ° - Z���ti' ��l ��s Cs .. - -_ --__- / I)It 1 i ► sIo o - `\. --- _ / 1 \ 1 \ \ \ / J \ \ \ l 1 \ \ -� - -- - ` _ \. % / 1 I I ! 1Co NAL \ \ / f , �` \./ I �, J 1 / / \ `'\ , /,�"",,,~. t \ ( • \ N I _ / r \ \ /f \ \ / / ! I ! �� \ \ �!I (I \ ` I 1 N 1 I I 1 ` � I 1 �-� \ \ \ / /, 1 ( i / I � \„ III i /I /// --•-- �\\_ ) ( "�`� / ( i J I I ! I I _� I 14 / ( 1 � / / ,, , / � ._.. I 1 I I � -- -- -- -- _ � \ ... --- . I \ �'`"^�,..,,,� � / 1 ••� t-� I � .- ` - •.,. t r -� - \ , / ► � -' �� �' \ -. ` -.. - -.. ���- - -- =_ � / ; _ : I' � I \ \ 1 \ Ir- m\\ \1 \ / J ( I ( 1 ( ( ., • i .. \ `\ �• \ /' ESM/ \,"^'°,' �,,�' - ` C--' a) I - / • (D ,,BN1p STOR f - _ - " 1� ` \ \ \ \\ b� Mr TEMP. GF� DING T. 1 MPoy O 1 2d DRAINAGE EASEMENT,/ ti \ f// ,` I 1 .*`'z� A�C�SS ESMT ►1�- , 1 \'--,� \ ` U sTo \ III , �i ,. \' \ , \l oll 6 to oe zz I _ r _ \ ------ �� ; , �\ \, ! / MPOiV� 1 i �=' a F�oNa` \ �� I \ I r `\ \ It lb-A-11 ! 1 I \ \ / \ / ' 1 '� I `` i- - = - - / ✓ I / I SAS r 1�/ / � \ \\' \ �.�\ \ a CC E-a -�/ --- \ T / I \ / 1 I ,' -' •� l � � l 1 \ \ 1 I �z -8- — _.-- �., •` --- f 1 I EMF //,,- \ LINDA 5. SHOCKLEY 05 ( ( I \ / \ ) I \ � � / ! / / /�-�+ �` _-�- - - J I \ I �� �/ `'\N� /) -- ..! --. \ ;.\ � �� z.\ .,, I) �,,, \ \ � \1 t _ \� _• / / ( � ZONED: RA\ \ \ .-- �' , I / I ' _ _� ��,. xy i 1 . / 1 ! rz ! - _ \ / M, lb-A-5 ,, \ ' . - E� / I 1 1 / c / / r / / -_ MARK D. SMITH ET <UC �- \ 1 �� 4-A�l ( `m ! // 1 \ _ J ? \ \ \ \ ; \ 1`'MEI NIL FART e.,18 \ �. / - , I LDS CHURCH SITE v cmn �` I I ! ( `" / I I� \\ \ ` )/ AND THE DARYL AND- IHEIDI R�188LLL LIVMG TRUST \'`� \ \ \ \ f �, N I H / \ / TAX 1 I I�', ( / 1 I I 1 f '`'` e ` TNE-CHRI3TOF'I.1£R ,4ND JETNIFER RUSSELL LIVMG \ \ \ \\ \\\ . \♦ S \ 712 4 . � m Z Q � \ i I \ \ \ \ PARCEL ,+� z 1 1 ,�*+ / / I I \ ,MST. No000012211 (1\\ 1 \ \ I f "fib-A-5A Z-- i ( ,. ► ? ! 1 •. _ _ a \ 11 \ - 1 ! 1 O ►--, WST. No. 620022119- — -- - / 1 1 111�!1 a 1 (11(I \ 1 p,� cc r4 � MST:. No. 020022182, o --_ -_._ _ 1 lit , \ / ! I 1 \ a o \ \� \ ( / 1 \ \ \ `"` ? 1 , `,�` k.. _fit _ _ _ : *;rF. 1 6" I I \ o f 1 1 ` ` 1 \ / /-" AN13 (SEE M$T: No. 060023110). \ \ \ /� -- / I 1 �1 i I \ \ a E-+ U /T \I _ - 1 \\\\ \ t T_,/ II 1i11 1 1 "`\\\1v\ 1 \ -�,. \",, \ ,/ .,! �,�_ _--- �� / ...1# J ` _ .r , �,' + I I •� I / � \ 1 � -' f J - r y r r _ \ ` I I t--'1 OF6IT GRAVITY SEWEF WITH 20 \E MT I ! r `•- - -- - _ \'�. I \ \ `� \�\ ! <� L,� • \ ,11 \ 0 00 w 1\ r dw_ _ I \\.� / SHAREU BNiRANCE I'+ •\ / r -,._ .,,.,, ,/ ."'^ r '^ \\ � .,,,_ „+•e. \ +.. "'`� Y..cf) CQ ( \ \ \ W 11 \ \ f \ / \ / / -.J '_. �„ r�''i \ (Spyp` .. \ -- —. '1 \ \ •—. --..' •i'�i-,i- 1 \ \\ GRESS-EGRESS EASEMENT (PRIVATE) / I CULVSRT DA-C WIN `sN \ / �` `�� .\ :_ \ / '% / _ \ �� ����\ 1\ .; - '''--'— •/ III 1 \ \ \1 \\ / 1 EMP. GRADING EST. I� -1 :/ / �•/ / \ !�,� I /,�'' ,,\ \ \ ` ) ! --,^-`y�`�_.•. .....-- -__ \ \ / ( \ 1 / �' 1 ( I t / '- TI'f 6-A-�iCr _ \\ \ / (' THE C011l`1Tf' r'%BOARD OF\ �� �\ • '�; �/\ / / / \ \ \ \ \ I J/, �� .�,� \ -- \ �..-- \\ ��\\ \ \� , \ \ \11 � �< \ -'TIE_TO E3t: SAN. SEWER \ \ I f/ / / . \ \� _—_-\\ \ \ \� / N , FREDERICK d6dN `04 31NIA MST. No. / �� \ \ r 03t�b101St S M3 ! No: 04000b564' \ +� riL� ) ( / f // \ - �''. \ \ - _ \\\\Uj\ \ TM 16-A- MARK D. SMITH E UX / ( f / / l / ! / / / ! , �� ) l l l�� l/ / I l ✓ \ ~ , - / , \ \\\\ems THE CHRISTOF'HER JENNIFER RU38E<L LIVMd TRUST, t\EX CUL D-SAC— ' 1'' ' / / //' / / �'/ I I \ ! � / // 11 I '� AND THE DARYI. AND`t•IDI RUSSELL LIVING TIIST \ \ \ \ 1\ \ MST. No 000012211, \ \ \\ ' DATE: 06 27 OB MST. No. 020022182, ,, AND MST. No. 02002211� J \ r �` -- /� e ! .- _ / / .` f / / / / f \ / e 1-1 \\ \\ (SEE MST. No. 09,0023116) / \ �( ( I r-- //j/ /f� f/� i 1 \ ) \ l '�' _ - / /f e \ \ \ \ \ \ - - / / / 1 (� SCALE: 1" 100' ZONED: RA t / I ! / / / 1 ( r ,( \ \ \ < --- v_\'T e I / /� ! DESIGNED BY. WRS 10(d \ 200_ FILE N0. 2804SN SCALE: I" 00' \1 J SHEET 2 OF 1 / ►, \ / \ I \\ •� ! ADMIRAL BYRD MIDDLE SCHOOL �8-051 C40 a) m 0 PIPE OUTLETI CONSTRUCTION OF A SILT FENCE •, STONE CONSTRUCTION ENTRANCE w wwOw •I•�.�1. SET POSTS AND iXCAVATE A 4X4* 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE 70' AM ,,. OF POSTS. � . ••>,�• ��.t o�-cr••'-rr-.•-r�-a•-rr-�•-��••--n�-•-rr••--rr-�A-zl•-••-�t••-rr••-.-rc._��_rt..•�._rr••..rr•l..rA •rt•�. . xl -�. Py., I�t•l�I`■� !, . • I`I; Ii�lh;'1 :����,����L;Ln•I:, .� r!�..�� `�•,•�:,i• ARU WrrH NO DEFINED Film CLOTH-'o, � , 1�i�r:. rq1� i■��:1�!�■i,4�t.l r���i� y- 1 ;,�r�.,,, �•:�••�n �i l '� ��� ►�ilf PLAN VIEW • • 4 r 70, Aft Jill II ,•.,• , , -- 12' AM _p t a t t , ., -SECTION ; MT_{ CLOM 1:: IN: ' : i - 1 I:{ 1 .{I FOR ENTIIRE PERDCr= • . .♦ .♦ . 11 t,t ►�-, t t,t, n . • • •tree .• .•:.• e .� t •,• 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. wKFILL AND COMPACT THE 1 EXTEND E. SOIL .. OPERAIMW �•yy���r�-..��i�.Tir it , ,,, PIPE OUILEr TO WELL DEFUM CHANNELi .AW. PLAN VIEW �IIIIII�-FLOW F- GIII� = =111 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SECTIONd ,",1.: FILTER FABRIC4 �`% 1 A• CLOTH Kffy IN -J: • I0 1,11 FOR ENTIRE PERDMTM �. ��1-^��.�'ti '-.•Z �.� �.. �.�,'reel ^y:' ^-•. �•. I�,�,)�•' � NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED REPRAP, GABION BASIKET, OR CONCRETE.•�cr�-•��.�c•/a:•as•�-•scams 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED •�c��� RVATORCED CONCRETE •� VACE � �=., USINGWAIRE 1 INCHES.THAN 6 SOURCE: Ad ted from Indallation of Straw and Fabric Mr BuTlers for Sediment Control, PIATE. 3.05-1 Source: Va. DSWC Plate 3.18-1 SOYRCE AOAP71D fmm t98J1 , , SlaxWs far, J ,, and &tiWL.XW, , , Va AN Plate J02-1 SILT FENCE CULVERT INLET GRAVEL CURB INLET SEDIMENT TEMPORARY SEDIMENT TRAP PR 0 TE C TION FILTER I 1 ° I VARIABLE ENDWALL -- E° ORIGINAL VARIABLE GROUND -�-� ELEV. 1.0' 67 CU. YD./ACRE • vARnABLE TOE OF FILL CULVERT 1-� 67 Cu. YD./ACRE R a' MAX. (EXCAVATED) \\ / FILTER CLOTH ORIGINAL GROUND ELEV. �j *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP ° CROSS SECTION OF OUTLET TOE OF FILL 0 o • GRAVEL FILTER 12" SILT FENCE ° e o ® DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT RUNOFF WATER WIRE MESH FILTERED WATER i} ' � CLASS I RIPRAP LENGTH (IN FEET) FA ; ;...e, .6 / (INXAC.) FLOW � AUKDIVERSION \DIKE OPTIONAL STONE COMBINATION e •..o. :e:... ; IT SEDIMENT �) (I o ; •'� { �- - � CONCRETE GUTTER12 CURB INLET h �. FLOW 2.5' SPECIFIC APPLICATION ) / COARSE AGGREGATE CAVATED EXCAVATEDFILTER CLOTH *VDOT THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE ..COARSE /3, #357, /5, #56 OR /57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE ' WHEN INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS' AGGREGATE SHALL BE VDOT #3, 357 OR /5 # HiGH VELOCITY OF FLOW IS EXPECTED OUTLET (PERSPECTIVE VIEW) * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: ADAPTED from VDOT Standard Shams and Va. DSWC PLATE. 3.08-1 SOURCE: VA. DSWC PLATE 3.07-8 SOURCE: VA. DSWC PLATE. 3.13-2 TABLE 3.32-C TEMPORARY DIVERSION DIKE TABLE 3.31-B SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS Total Lbs. Minimum Care Lawn Per Acre "QUICK REFERENCE FOR ALL REGIONS" - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% Rate High -Maintenance Lawn Planting Dates Species (lbs./acre) Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. Sept. 1 - Feb. 15 50/50 Mix of General Slope (3:1 or less) Annual Ryegrass - Kentucky 31 Fescue 128 lbs. (Lolium multi-florum) - Red Top Grass 2 lbs. & 50 - 100 - Seasonal Nurse Crop** 20 lbs. COMP&OW son Cereal (Winter) Rye 150 lbs (Secal cereale) Low -Maintenance Slope (Steeper than 3:1) 19- min now - Kentucky 31 Fescue 108 lbs. Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 - Red Top Grass 2 lbs. (Loliium multi-florum) - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs � 4•e' rain. May 1 - Aug. 31 German Millet 50 * Perennial Ryegrass will germinate faster and at lower soil (Setaria italica) 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 Seeding May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be *** If Flatpea is used, increase to 30 lbs./acre. All legume seed planted no more than one inch deep. Grasses and legumes must be properly inoculated. Weeping Lovegrass may also be shall be planted with no less than 1/4" soil cover. included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. SOURCE: VA. DSWC PLATE 3.09-1 MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROC•cRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE VESCH FOR 4VAC50-30-40 MINIMUM STANDARDS I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASNS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSION$ IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASH. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASiN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF IS A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 1. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM iS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRICTURE. S. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STOW SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO TWAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. II, BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LNNG SHALL BE INSTALLED N BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK N A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL 13E TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFfN:RDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTION OF NONERM15LE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED N ACCORDANCE WITH THE FOLLOWING STANDARDS N ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TiME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERNG OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED N A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.. n. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPNG AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. I& ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEA&F ES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SiTE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE FREDERICK COUNTY INSPECTOR. 19. PROPERTIES AND WATERWAYS DOUNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF. 20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED N A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. BL 0 CK AND GRAVEL DROP INLET SEDIMENT FIL TER 7 w./i•�'rimiw/: A. 1t11yJ, 'I �'NEE] r sus,. Will vM-OX Icy `',•+, +��� We ka f'1 GRAVEL FILTER WIRE SCREEN 1 r- FILTERED WATER OVERFLOW RUNOFF - WATER WITH SEDIMENT _'�-DWIT P GATE T P' SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 (>CI151111111tIMLLE WARP) &mlon and GedrwwtF, Contnvl NwaUve ftWA gn The Church site Is a 5.02 acre parcel located on the south side of Justes Drive approximately IAA feet east of the intersection of Front Royal Pike dRoute 522) in Frederick County, Vlrglnia and Is within the Shawnee Magisterial District. The site Is bordered on the north by Justes Drive and located south west of the Admiral Byrd Middle School. This property 1e aurentlg zoned Rural Areas (RA). Construction will begin following land disturbance permit approval. The terrain of this property is g•ltlyy rolling divided by two owales. One swans drains north of the site to a culvert running under Juetes Drive and the other ewaIs flows south west offstte. The majorlty of the property 10 covered In grasses with a band of shrube, evergreen and deciduous vegetation. The site Is bounded by vacant land currently zoned RA on the east, West and south sides. Justes Drive bonfars the site to the north No disturbance will be required off site except for ImprovenoMe within the existing road ROW for connection to Justes Drive. 6211& The existing soil conditions were obtained from the soil eurveg of Frederick County. The solle on this site consist of 41C, Welkert-Barks Chamerg Sllt Loame, I to 15 percent elopes and soil type 9B, Clearbrook Channerg $tit Loam, 2 to 1 percent slopes. No existing critical areas are located con site. Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be constructed and malmtalned according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. 6tMettral ;twww: FIB Is Construction entrance with wash rack (3.02) shall be provided to the project area from the proposed 60' private Ingrees/egress sasment to minimize mud carried onto then road. The constriction entrance and wash rack shall remain throughout all phases of construction. Install silt Fence (305) as shown on the plane to Intercept and detain small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving the site. A temporary Sediment Trap (3.13) shall be installed In then location shown on the plans to collect any sediment and reduce release off site. Temporary Divereon Dikes (30S) shall be Installed to d1frect stormwater Into the sediment traps for sediment collection. Temporary seeding 1331) and/or permanent seeding (332) shall be placed on all critical elopes (3:1 or greater), on diverson dikes, on sediment trap berms and as needed Ito stabilize disturbed areas. MM All controls Installed In phase 1 to remain For the duratic7n of the project. The sediment trap is to be removed at time of curb and gutter Installation. Inlet protection (3.01) ehall be placed on the inlets of tall storm sewer structures to intercept and detain email amounts of eediment from entering the storm sewer system. Culvert Inlet protection (3.08) shall be placed on the Imlete of all etorm sewer structures to intercept and detain small amounts of sediment from entering the storm sewer eptelmn. Outlet protection (3.18) shall be placed on the outlets (of all etorm sewer pipes and culverts to reduce erosion, undercutting and velocities. Temporary seeding (331) and/or permanent seeding (33e2) shall be placed on all critical elopes (3:1 or greater) and as needed to stabilize disturbed areas. 1112*9111111 W Stockpiles will be kept onelts and will be stabilized witch temporary seeding and protected with silt fence. Vegetative stabilization shall be unfrorm, mature enough) to survive and adequate to inhibit erosion. Permanent or temporary soft stabilization shall be appliesd to denuded areas Immediately after final grade is readied on any portion of the site. temporary soil stabilization shall be applied immediately to denuded areas that maU not be at final grade but will remain dormant for longer tham seven (1) dage. Permanent soil stabilization ehall be applied to all areas that are to be left dormant for more than etas (1) year. Topsoil that has been stockpiled shall be surrounded uulth elit fence and protected bg mulch and/or temporary vegetation Immedlately after grading. All earth berme, diveretom and sediment trap embankments are to be machine -compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetaUUvs cove immecllatelg after construction. Erosion control mate shall be Installed over steep (2:1) cut and Fill& elope which have been brought to final grade and seeded to protect from rill and gully erosion. Construction shall be equenced such that grading operations will begin and end as quickly as possible. Sediment trapping measures shall be installed as a first step in grading and will be seeded and mulched immediately following Installation. Dams, dikes and diversions shalt be stabilized immedlatlely after construction. Temporary seeding or other stabilization will follow Immeldlatelg after grading. Areas which are not to be disturbed will be clearly marlked by flags, signs, etc. The site superintendwt shall be responsible for the ineltallat►on and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout this project Is critical to the effectiveness of the program. All temporary controls shall be removed within 30 days once no longer needed Trapped sediment must be trapped and stabilized. After areas above controls have been stabilized, the controls shall be cleaned up and removed. Electric power, telephone, storm, sanitary, water t gas slupply trenches are to be compacted, seeded and mulched within five (5) days after backfilling. No more than 500 Feet are to be open at any one time. All cut and Fill slopes are to be seeded and mulched iimmedlately after completion or grading. Drainage swales shall be stabilized with check dams until vegetation has been well established, at which time the check dame shall be removed. Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be neceseary due to contractor phasing or other unforeeeen conditions. It is the contractor's responsibilltg to provide additional measures to those shown, as needed, in order to control erosion and contain sediment on site. All measures shall be Installed according to the standards and 6pek✓Iflcatlons in the Virginia Erosion and Sediment Control Handbook lumodimLasummkots There Is no stonnwater management onefts. Storm water will be detained by a regional pond downstream of the site. All control measures shall be Inspected datig bg the sitte superintendent or hie representative and within 24 hours after arty storm evert greater than Ob Inches of rain peel' 24-hour period. Any damaged structural measurse are to be repaired by the and of the day. Seeded areas shall bye checked regularly to ensure that a good stand of grass Is maintained. All areas shall be fertilized and reseeded as needed until grass is established. Trapped sediment 16 to be removed as required to malintain 50% trap efFlclerrcg and disposed of bg spreading on site. Inlet protection shall be decked regularly for esdimenit build-up. IF the gravel outlet Is clogged bg sediment, it shall be removed and cleaned or replaced immedlatelyl. The contractor Is responsible for keeping existing pubtllc roads in a clean, dust and mud Free, condltlon at all times. Also, it Is the contractors responsibilltg For any cleaning/removal of any sediment on public or private roadways. I. Hold pre -construction meeting on site with Inspector. 2. Clearing and grubbing for sediment control devl(cee o ig (Phase I sediment trap, diversion dikes, silt Fence, etcd. 3. Placement of sediment control devices. 4. Obtain inspector's approval prior to beginning grading operations. 5. Clear and grb remainder of site. 6. Rouah grade site. 1. Into I drainage devices with sediment control. 8. Final grading. 9. Restoration and stabilization of disturbed areas_ 10. Remove erosion and sediment control measures waith the approval of the Inspector. Note- The Frederick County Public Works and Enginserling Department retain the right to add and/or modlF9 these erosion end sediment control measures during the construction procee6, within reason, to amours adequate protection to the public and the environment. A20ft abodiLtagLddimumok I. A I permanent seeding shall be In accordance wItlh section 332 of the VESCH. 2. Spread topsoil at a minimum depth of four (4) Inches. 3. Incorporate pulverized agricultural limestone Into the topsoil at a rate of 92 [be. Per IOW square feet (2 tone per acre). 4. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibe per 1,000 square feet 00W lbs per acre). 5. Seed all areas with a seed mix consisting of 61% Kentucky 31 Tall Fescue and 33% Red Top Clover. 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with cutback or Smulelfled asphalt applied at a rate of 200 gallons per acre. 1 ary eeeding shall be applied to all dleturibed areas eubject to little or no construction traffic. 2. All haul roads and other heavy traffic routes shalll be sprinkled with water until the surface to wet and repeated as needed to control dust. Z 0 5 a _ Ul UA Z UACQ O O Co gp 02 5 CV 00 U f; a tt c�D Up I C, � 2 LLI ® � L0 69 L0� �rx4 Id W UD] U ANDY L EPLER Lic. No. 32809 SI®NAL ® w Z-+ Q to Z co 11.4 a�-•1 EI4 w W W a � W a.W F-4 Fq U) ® Y 0 Z W _ Z CO) Q Z J ® Z W DATE: 06/27/08 0.9 Z 0 U rZI H W W SCALE: AS SHOWN DESIGNED BY: WRS FILE NO. 2804SN SHEET 3 OF 18 08-051 emporary Sediment Trap Data Z c W LIJ ; t: l 02 dn'`,. ,","""' .. ,,,a, ,•,? "- ...^r^"'\ 11 { '`."• .)�J'1'1`' r 4 �+ 1 1 R �, 1 :•* � I z J ,' zl_ _. rl: �lill n" ��, �^ m ;, Ali i!-`^i 1 I°lu z i t'd itiFd 1 ii «_ . ,%f l.n: " �r �1 I,r µ_�.,, _,�p CO _ki.,. -, --^..a,�t7^ •,sr .,n -�! �.. ." �... r' ia• �1A 1 ~1+'CV V-4 W B'1pt,: / £� . t ll� 1I k"i l^ 1,., .. LIVING T ` 55T, i a�,'► '� a�" �?� �� � .' ,� �-� �, ( ! ! ` I1""� l 1. L11r'#� T1' ,T \ ,, ` �t 1 ' I 3 >%1 { + ' `� _ca �' a .-- '" Q '0 .� to 00 v � s} �,� l qq t�<11d.� 11451' ,-•�:,,,a�,�, ,. � � j { j ( �,,1 1 ,.r.- �- ..., ,.., "' ..,' � ,__, .� o I a�i ` r f �`° !",: II°Si. I`". C•� ,Y,„ _ . _.. . - 1 TEMP. GRADING/CONST. ESMT. ,f ..... ` I ,{{ ` { I _�y e "�' I z x ee i m - --_ 1 " LIMITS OF CLEARING b ` 1 i ! l / { �` �' _ .1 ✓ ANDlGRADING i V{ { N)u V'. ai I 3 ,(�.„ � W o � Q `�' i•1 , <.' Fit I 4+ i 1 1`, °',,) �■ q aai R ( 1 01 p„� �' '1,-.u% J 1 ...^e p Q 1. "' - w. r �• l 3 PF= 7,• E 1�r `4 '+,,,. ^.....:, 1°`I, `1My�i-5 ,, �,, ( ."� .K_ ..• x .M_ njzt �; f cl ..v.. �� za. � �� '"•,S� { 1--.� '"`. ���'PI:;P. :'d T, E j.! r �i x •d.1,1y 1 1 t �.143) Ax ' ", f ". - T r` Ic 1 s ,� [- r t 4 j �, p 1 1 t' W �. ,, { l f ,- LEI i ,�Vi T:#. T,Im.i �1S€ ,1,�1 :3�m S s� .�" �_ � a J I � �, ''E �O ,- "' •._ _. -' � 1 1 � �, � { 1�R'dIITM�'P PU�C�1.,I.. , ,,,. -''' ,,/ / ST�'� ,�' , , { { I + II lI'.�7. ht� i�"�'�%'^%+.12� 1f,•-...... � .+ -f 1 / l # sv r Itli:1',i >. (n►2?'221 i9 �` Z -�,� ��� (� � - �,�` J � ' ��, , f � _. _. { { !� ;M�� `, �" � l 1iIT. r ►�. �t2�'��22187 ` '` } .,-"• �, �z" d�� "� °� f i �� �� t � \ ���� I a 1 ' � J ,.'" ,. .- ' ,� { {�, ;�� j '� f{'"'' Ad�ID ( x I. 11dT. t•!�. �,�,�!�+231I,�') � OFF51 TE DA 3 = 131 AC 1 I t 'TO 51LT TR o I A 1 = 3.00 AC { I11)23 1>� 1p f, j LIMITS OF CLEARING AND GRADING { " Oil 1 f I Olp " .rq i 6 1 M L. K ER ADYL L � LIC. NO. 32809 26 14 r . 1 ^ 1 �• _ Jr c, .: , 1 II { i IONAL r { LIMITS LEAR r , 1 ',� y1 ; AND ,1� 1 �) 1. It J (I, R f a J e wl�zu ice`" `'y ` _ '> TO 51L T FENCE` �.�.. �,1 �-- Q ER0510N/5ED IMENT CONTROL LEGEND J {".,�,. �> °s i NO. KEY SYMBOL DESCRIPTION � 10 �' 1 t { _ J TEMPORARY GRAVEL CONSTRUCTION t >---- 302 E ENTRANCE 'r +, � :yam r �� �� �� ` " -�4� jM �.l� - E-+ I.; }- p ''�tCa rL".4 i d."•5t'-E'+. k+f. :`'r1147j.�I €e �`".,,.,,sy®r>, 1 __ ,+ r, i._- JU 3.05 SF X--�— —� SILT FENCE � � � I 1 { '�', � { { r,- -.ai ...J W 1i `�� r.I Ip 1 i�fl`1Ignl `�' 10 JrF1'# lITr: , ¢J!0*4..LL L Vil Sri '€ �*fi i +�-tom., �1, r�l4r) Tf If"., d- Wl" L a�:1'IP 1-1171LA 1' ;i,1 . ? .I,,I,. L Il• ICT i 1"" a r 1' 3 Di IP STORM DRAIN INLET PROTECTION W °r 1115-F, N � tr?�� 5�t?�I�?, ��� 1 � � � � " A � J X�.;��f�� I ;� + �`•'?` ��'�"" �y Q r r r J �r. tip A 9 rt tr"Sr w P i I Il l ;i i P'I (" e'0e 2911 r. +' a 308 CI CULVERT INLET PROTECTION ,T ~~ =f , r f O' I e a tt T.1 c. f27,16 ' ,.��� I+"K 3°' ; ta...+'l as•f"1` ` `, ! ..•^ I t 1\ a` z*^ `"•" +,.. 1rX3".:•�„`",...,,'Y+,. w cc D id. L�: 1A a� f r f �f i�. ss,.._�F ., s` - 3.09 DD TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION - ' w vd A �. ,.. , 2.10/X .~ - • - .�- _ Structure number Drainage Area Storage Weir Length Weir Height Ho Berm Height H Excavated Area Wet Storage Surface Area Cleanout Height NC Required Design Depth HID Bottom Dim WET DRY WET DRY LBS WB Are q cg cg cg ft ft ft ft ft Ft ST-I 3.00 201 201 212 201 180 1 2b 3b 4.0 1 29, 58 1682 2.00 0 Cf) T ' \► �,,.. , r'` f n+'r .*"FN 1 ° &" ,»A-», �9 V 1 r Q ¢ J� ,� �'�i1,fEI di l°{ ids' (I"r i,I:,.1 _ _,....�� -�•w ;k t �. _- =�� � 3.11 TEMPORARY RIGHT OF WAY DIVERSION , �;�'^�. 3AT i;� ("?r 1-I TM �a.; r, fia _ .t _ �,, _LU d ��5PDN5I �.�LANDf5TU � -e�1• RBER .r l 3.12 DIVERSION �., i.a �"-" (' �` �, `{ -. \ Z NAME �+ ; ° ,� � LIMITS OF CLEARING ,.�.jf 3.13 ST M►OD4= TEMPORARY SEDIMENT TRAP AND GRAD I NCx r f i �� , ,� L9 CERTIFICATION #: ,° f r,. r c .� vc 3.18 OP OUTLET PROTECTION lJ DATE:, NOTE: I ( ,�,� 320 CD ---' ---' -- ROCK CHECK DAMS FOR LAND DISTURBANCE GREATER THAN 10,000 SQ. FT., EROSIO AND SEDIMENT CONTROL' '` 1 � � CONTRACTOR CERTIFICATION IS REQUIRED. „£ I DATE: 06/27/08 �' 333 SO SO SODDING THE RE5PON515LE LAND DI5TURBER fill— I 338 TP 0-0-0 TREE PROTECTION 15 THE PARTY RE5PON515LE FOR >�S.x� 'Iv,-t - SCALE: 1 = 30 01 1 � �, �'' , <.� i tP j j � �' `t'.1;1 �x A ^A 3 i�`"' -- Jw LCG A LIMITS OF CLEARING t GRADING CARRYING OUT THE LAND D15TURBINC , 1 `°f ,�r O1 i"f" �1I-1I A o �� , s I { ' T1 �E � I`1fi" �illc`lrl P r11�_71 a t ll l i 9 Vl1""ll dli it l i 1!..1,a 2 1 �1 l€ i. 1 X ` ^ I I f DESIGNED BY: WRS ACTIVITY A5 5ET FORTH IN THE PLAN5. f , { _.. ,�,�+�� <� i DRAINAGE DIVIDES __... , I ;' `- E� { ° �.� .,� # � FILE N0. 2804SN 50 15 0 30 60 CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKEDFOR EROSION AND SEDIMENT CONTROL ONLY I J SHEET 4 OF 18 WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN}i� r 14 DAYS AFTER START 0 z, ( �Y i O 8 O 5 kj) 06ITLET'kOTECTION DESIGN Temporary Sediment Trap Data MINIMUM TAILWATER CONDITION -Plate 3.18-3, Virginia Erosion and Sediment Control Handbook O CULVERT # PIPE STIR # PIPE DIA Do 2-YEAR FLOW Q2 2-YEAR VELOCITY V2out APRON RIPRAP LENGTH La WIDTH UP 3Do WIDTH DN W=Do+La CLASS CI MEAN DIA d50 MAX DIA dmax DEPTH 2*dmax IN CFS FPS FT FT FT FT FT FT 2 1 24 12.3 6.0 10 6 12 Al 0.9 1.4 2.7 8 7 15 2.1 3.4 10 4 11,5 Al 0.9 1.4 2.7 14 13 15 0.6 2.8 lb 4 11.5 Al 0.9 1.4 2.7 12* 11 18 3.7 3.9 10 4.5 11.5 Al 0.9 1.4 2.7 DA B 24 16.0 9.1 10 6 12 1 1.1 1.7 3.3 DA C1** 24 , 8,4 7.5 10 6 12 Al 0.9 1.4 2.7 Structure number Drainage Area Storage Weir Length Weir Height Ho Berm Height w Excavated Area wet Storage Surface Cleanout Height HC Required Design Depth Hill Bottom Dim WET DRY WET DRY LB W5 I Ar- I r-9 C-9 Cy C9 ft I ft I ft ft ft ft Area I ft ST-1 300 201 201 1 212 201 18.0 1 2.5 1 3.5 1 40 213 58 1682 2D0 V 14" X 23" ELLIPTICAL PIPE = 18" EQUIVALENT - - 21f? 24" X 38",ELLIPTICAL PIPE = 30" EQUIVALENT 'TZ ?-t ,'- IA CI-IRJf7T0rTHF _R TM NC) '411� 6T, CD AJIL) HEIDI LIVII`JG TF,44T k LIMITS OF CLEARING fric- 0 C, - 10V) 12 2 11, fS:a A INrIT NO 0200221D2, AND GRADING Ai 1D IN"-T NO r11)2(,,X)?21-11,) 'fj) ZONIFD: RA 5 T R. #2 E,e 11- DA = 0.05 AC 0000 C = 0.51 0000' r-LEA.P 7- C5 z cc Mi Mi z z wi C\2 0 on! CO C\2 M 0 C\2 - z C\2 LO C\j LU Q) Q) g0 't E Q)o cc E- r7.4 ------ Munn Mr­k 7 T4111 V ilArl-,Ga. 4 ITIT ff b At -IQ AND 1­1 AND 1_1 R T, !Tl�tE crip'le6r D Z__ is �0 Al ra 1NIrER Rtl',�_, ELL UVING TrIl lac r ,- I / j (, r , _. ,.. N 7 AM, 'TF] 6T X 717 0:j5T. NO CtW 7 4 t'j t� .r E, f� %/ i '- I ' -'' t� --�-' f r J5T -f - 11,f5l. 10. E- 200 74 1-4 0 1146T. No. C M 221$2, 0 -j -r- -115 ,) :7 .20 4C A ��A M(37 T \4 Y I I v- -\ AND (Sr- It T. No. 060023110) ...... . . ..... \.. 'A _j 1p 7� irz< z Ll ­-Z 0 (0 (-A -v 'o 7,7 c `5TR #3 J. iv r=4 N., 12-AC: , �. � t,•': � I � ' ��' U 1 I � 6 T F, Vo Z 31 DA 0.6 5 AC 0.4'3 C 0:1 -mono ROO� DRAINS "All 5 �1 #12 CO CO -7­ JE 1 1� 0 0 C)l win` V fj- LIMIT6 OF CLEARING• A AND GRADING ROOF DRAINS PA 0,; A 04 CO TO 5TR. 0,10' AG TO'5TR'4(o PA A f o C /0.90 DA 0.08 AC" 'oe 7 �J` ..i. Q 0.(0 1 C O.CJ0 J 1 1 411111111111m 4� 7, � � 7�;,� , . 0 = 0,!5 0 V.) 'Y. A_1 5TR.,010 1.3 'bA Iz 22 7 H C) yl ROOF DRAINS I V-1 TO 5TfR_ #0 F A DY L EPLER DA = 0.08 Uc. NO. 32809 p. G = 0.'30 1 �/�, " � I ,, I n - t*7 Mt'7 tut I I 1'ZjQNAI, 10.X L__j 1.4 LIMITS 0�_ I c� �D Y' C�LEARI AND G J 7 711 0 V717 ' f N77; N/ 10 tiv MAY r II c J V 1 �. ��--1 t _..-N / 'P' .J:,, '"L 1 / }'-"1 ._t„ ,r.',+., 5Tf;Z 1-�r, , ­ - J - -_ J V17 • I I I I ___ i5I I 4- v:7-- =4- E­4 ER051ON/5EIDIMENT CONTROL LEGEND z C:) ........ ..... "4, X ;, NO. KEY 5YM50L DE5GRIFTION 6 kEj TEMPORARY GRAVEL CONSTRUCTION 302O ENTRANCE 7 E­1 -A z y 111, i1A,7-`K 4). 61'11114, E-T LD\ Al SILT FENCE A, C-14FIC-TOFI-IF VAND JF"I'llfr-Ep C-T IRAII�T A-;, P Z P r -L LIVIN 1) 0-4 AND 111E [)Af*'''L AND ;-imri ptIc-f�Fa.1- I.IVIFIC74 TRAT' A C, ,.�4� ��YL- j7T)' �,T 3DI STOW DRAIN INLET PROTECTION 1115T, 110 0100101�2-11, (0 3 /� A CkJ� t U7 Litt :�A oil t.) ), 9)� I r-s'. " - %0041 f�, Atli') !Nel', Flo, (41200221'1� jVJ PRIVATE J. CIP CULVERT INLET PROTECTION POSED 3.08 (E,`­E 06T. No, enomw (Sill SHARED E z Z .7. IF-P.- FA NTRANC Y TEMPORARY DIVERSION DIKE 4� 3.10 FD Fop - - TEMPORARY FILL DIVERSION 3.11 J9- TEMPORARY RIGHT OF WAY DIVERSION 3.12 DVP 0-0- DIVERSION 3.13 ST.0000- TEMPORARY SEDIMENT TRAP 3.15 OP OUTLET PROTECTION 320 ROCK CHECK DAMS 333 50 SO SODDING 336 TP 0-0-0 TREE PROTECTION LIMITS OF CLEARING 4 GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START 16 rI LAI z 0 J p j-, Ono-= /A RE5PON515LE LAND DFURHR7 - \7 smug= LIMITS OF CLEARING -A NAME: A 71' ERTIFICATIONO /AND GRADING/U �' OOP DATE: FOR LAN DI5TUR5ANCE GREATER THAN 10,000 60. FT, ER05ION AND SEDIMENT CONTROL A N TM E-, Z E­i > IE­4 0 Z Ir O > >UJ = Y. I- 0) W W z cc Cf) 0) CONTRACTOR CERTIFICATION 15 REQUIRED. 13 DATE: 06/27/08 A _J C �97 rel : 1" 30' %.j) 01 Ill 1 1, `��, '--' .11-1, 64-A _3]f; SCALE: -A 113, 111 , ` I 1i _­' '[IL4t= f2t`Hf' "Ar- Z K _L I RIC �),"j P-1- J_ _�J VIP-6,11-41A IN61'. 140. DESIGNED BY. WRS V y FILE NO. 2804SN 30 15 0 30 60 ' t ;'{_' (, SHEET 5 OF 18 FOR EROSION AND SEDIMENT CONTROL ONLY , / , i-, I / ", [ -1 1 1 5GALE: 1 30' 08-051 THE RE5PON515LE LAND D15TUR5ER 15 THE PARTY RE5PON515LE FOR CARRYING OUT THE LAND D15TURE31NG ACTIVITY A5 5ET FORTH IN THE PLAN5, EX FENCE--\ LINE 2. ' GLEa / CURVE DATA CURVE DEL TA ANGLE RA01U5 ARC LENGTH TANGENT GNORO BEARING Ck4ORD LENGTH cl 0728'S0" 2,460.00 321.18' 160,02' 5 70*14'44" E 32095' G2 90739" 25.00' 39.83' 2537' 5 28'5l'29" E 35.75' G3 047✓146" 970.00' 8232' 41.19' 5 19'13'14" U) 8230' I N -r► 0 i Z► ► t APPROXIMATE LOCATIOt t} OF EX UNDERGROUND POWER LINES PER INST. No. 040004093 � � 1 I ► CULVI=RT DA-B 30.4' 23.3' 6' VDOT ROW RESERVATION f I I ( —_4 _ i I � 0 EX. CULVERT WITH CONCRETE ENDWALLS ISO' RAIL CULVERT DA-CI cry ` EX Ef- / X O X .• a Z W W z a Wcli oLn :pm CQ 65 a an c° i° � Irn Z�>�62cd LOC\2 c W>, WQ) a) (lu ccQ U ►n ao � L Ln+ i� �G H Cz, O W Y) E-+ z W z o z O V) W ; z o U a' x W U] w C) o U 4 E-+ O a A V) W E-F O a A V) W Cq Y) W d � fZ � W O � Q� Q) Q rn rn o PLL RANDY L,v Lic. No. 32809 o 41. `SIGNAL In tf) Q 1U Q m m E- � U H Z Q a a J W o z Jam o > U oCO LU H � W Q W Z µ-1 in j3 cl) m QW co V Z DATE: 06/27/08 SCALE: 1" = 30' DESIGNED BY: WRS FILE NO. 2804SN SHEET 6 OF 18 08-051 0) 0 0 N v c 0- a) m 0 NOTES I I ' I. STOW STRUCTURES 2 AND 5 ARE CURB CUTS. SEE DETAIL SHEETS FOR SPECIFICS, 2. PUMP STATION CONTROL PANEL TO BE LOCATED PER ARCHITECT RECOMMENDATION. It I z 3. NO STOP LINES ARE TO BE USED ON THIS PROJECT. I / 4. CURB AND GUTTER WITHIN THE CG-11 ENTRANCES SHALL BE WARPED IN THE AREAS OF THE FLOW LINE TO ENSURE APPROXIMATE LOGATIC I I y / PROPER DRAINAGE AND NO PONDING OF STORMWATER OF EX UNDERGROUND 5. AN ADDITIONAL 24" CULVERT WILL NEED TO BE ADDED PARALLEL TO THE EXISTING CULVERT DA-5. EW-65 POWER LINES FER INST. I I Ii EX. CULtirPT W k HEADWALLS SHALL BE CAST IN PLACE. SEE SWM REPORT FOR CALCULATIONS. No. 040004093 - WITH CONCRETE Lu 6. THE EXISTING 24" CULVERT DA-Cl SHALL BE REPLACED WITH A 38"44" ELLIPTICAL RCP. SEE SWM REPORT FOR ' CULVERT DA-B I I I ENDW,ALLS z CALCULATIONS. (SEE NOTE) 1. STOP BAR SHALL BE PAINTED AS 24" WIDE THERMOPLASTIC LINE TO LENGTHS SHOWN ON THE PLANS. ► 1 ► I 1 8. STOP SIGN SHALL BE 30"x30" SIZE AND MOUNTED 1' ABOVE GRADE. FOLLOW MUTCH GUIDELINES AS INCLUDED ON EW-65 ► ' 20' DRAINAGE EASEMENT SEE SHEET 10 SHEET 16 OF THE PLANS. EY,• 24" Y c' FOR STOWWATER MANAGEMENT Z 9. CG-12 HANDICAP RAMPS SHOULD BE INSTALLED AS SHOWN ON THE PLANS. CONTRACTOR SHALL CONFIRM THE NEED I ' _`_=__i�C ' I � DETAILS. o TM.16-A-5C MARK D. SMITH ET UX BASED ON SITE SPECIFIC CONCERNS WITH THE VDOT INSPECTOR PRIOR TO START OF CONSTRUCTION. VDOT INSPECTOR ' `' _ _ W ,n RESERVES THE RIGHT TO WAIVE THE REQUIREMENT FOR CG-12 INSTALLATION. I 79 24'{ ~� --. CO, THE GHRI3TOPHER AND JENNIFER RUSSELL LIVING TRUST ► to Rc 1 , / 10. A FIFTEEN FOOT ROW RESERVATION HAS BEEN PROVIDED FOR FUTURE VDOT EXPANSION. - X P _" k`' I �� /� d AND THE DARYL AND HEIDI RUSSELL LIVING TRUST I "t i .. �' I I o 11. ALL UTILITIES (SEWER, ELECTRIC, WATER, ETC.) AND ASSOCIATED EASEMENTS WITHIN 15' THE RIGHT OF -WAY DEDICATION ► tt x EW-68 INST. No 000012211, ► 13 rrt 1 c' � � cCO v I WILL NEED TO BE QUIT CLAIMED PRIOR TO ROW DEDICATION. AT THE TIME OF THE DEDICATION, NO ACTION WILL NEED TO I ICO MST. No. 020022182, TAKE PLACE UNTIL SUCH TIME. /1-• I 10'X12 CL I ` AND INST. No. 020022119 / 1 RIPRAP I \ Z y (SEE INST. No. 060023110) I i I \ � ZONED: RA I C_, Q) Q o � EX FENCE LU r. 10 ,0 to to LINE 2.5'-- CLEAR - EX 15' G'" r-u?u[ tTTY- --- p -- -- EASEMENT INST. No. 010014.192 - ES<�1=NEi�-t1=1��- - - - -- r- I I � � Ln EQ-) [� - EASEMENT INST. No. / ----------- N14�4''44"-61110�— - - -- 0100141'32 RI I x - RIPRAP ■ � I1 TM.16-A-B / 12 MARK D. SMITH, ET UX, _ i AND THE DARYL AND HEIDI RUSSELL� q U -Qy / 2-45' BEND 10 J rdl5 �T "'' CG-12 i LIVING TRUST' THE CHRISTOPHER M 8 I X I2 I I I JENNIFER RUSSELL LIVMG TRUST, C • L52 DIP WL M I -FP INST. No 00M12211 ASSEMB Y MST. No. 020022119 z �47 ------- 2-45' BEND I I I INST. No. 020022162, W L 20 WATER LINE 1-8 xb REDUCER--------- - ____ - CG-II I I AND (SEE MST. No. 060023110)' z W n`: EA EM T I' �-- ENTRAN E I I ' ! I H o 0 „ � 6 3 30 x30''- - cf MILLING AND PAVMG OVERT -AT z z U A �O YSTOP BAR Q - -rd21 10 I STOt� SIGN i I BE_. M�� �(nTW V0VT t�crE� wve MAY Z E" u o' U ? ,CO�iGRET�ia�THE rM-M TO rr 13 FlL,)EWALC EMRb�Y PavEMENT. <C d a U too 5 W �l "t1��• 8 dR '^ •y' • r` :. .• 6�CONCRETE Sl;`i K 1 I ! I W U U d W ----- L va J., 0 E J \ rd22-12 ' wI I a w Q / 9 9 rd23 .r rd24 t.: f ' . •.T CL-I u rd2 �: `' ' : A --r , I RIPRAP i I w 19 co c' 7. v� �n I - - - _ rdl8 rd16 i W ,t fx d26 rdl9 -- rdll I I i x W - /' C I I I a^ I F- W ao o ao CO o v r I c0CD(� a A I-FH � \ I rd28 1 I rn / ASSEMBL I I. . - : b'}'' . 50201 ACRES INST. No. 010013422 rd20 I �)' I I o t INST. No. 010013965 (NO I ��+ U �) =' BUILDINGS) I CI � () r r.3 rd4 TAX PARCEL q 16-A-5A 1 t, nt r ► i t '0�v CL-1 I co �, 5 I I RIPRAP 1 �' 7 =' j} I RANDY L K LER / 9 9 u I I rdi4 w �� I LTC. No. 32809 rd5 SAN INV=110.9 SAN INV=1i0.9 { :' 1 r' I UrT I O Zz. I � b(0 / I _ SAN INV=110.9 Z SAN C/O -- - R r.d SAN C/O _.._ rdll T�' I .-,--�-�'`�"___.--' rrr I SjONAL rd2 2" WATER LAT, rdl rd12 _ _ ' 1, SAN C/O FIRE LIE ,.�� .. I f` INV IN=101.04 is 0 . Ci ., .; rdlO --A- .' rdl3 ' c �Q -__ _ SAN C/O S ' : 4 ACH :. I SEE SEWER PLAN/PROFILE EX FENCE !Z ---- - INV=110b 2 09.4 C SAN LAT I I I I LINE 25' "'DIP,CL'S2.' .'- ( - - -� -- 5' FOR OFFSITE ROUTE P .• _FI _`_"'-.- AN INV=106.19 2, 45' �\ CLEAi? ! STORAGE SHED - 54 SF _ i p: -- ----- BENDS115' VDOT ROW I i (SHEET II) T �E LINE (SEE DETAIL) 10 :, 4 -, :•,: r - : " I RESERVATiO dl 10 2, 4 1pA - - .:� • *r, I ; I ! 'I 15" EX. LINE TO BE , * -, 2 -45' I 10, ABANDONED IN PLACE -_ - `- DUMPSTER PAD ' . - BEND -- ____ WITH GATE.: r 9 - 3 b rd9 a STAND 20j SAN. SEW. E T. PER FCSA REQUIREMENTS to �- (SEE DETAIL) ALONE FDC I I I ---- ~ -�A MENt LINE " CL5 I I -I LEC. RISER I tG W EAS�AIFR W W yyyy g 1-S''X6" — IN 2 DIP WL }`�11 / --ELEG PAN L I I I Q m E-+ 20' WA R INE 14 EA EM NT---------_.__._�6'� may_ b° DIP WL W _ i-FH I� I,1:- �TELE FED. ASSEMBLY ___ - ' � ® U EE n -- 30rl -- - 10 �Jl� = - G - PROPOSED 6 HIGH SIGN (DESIGN BY OTHERS) / I DEMO. AND REPL,4C E W 20' WATER __ � G - U EASEMENT LINE E>� �f}� 2-4 FOR DETAILS PROFILE ; _ �,► J a Z E,k UTILITY EAg --.� �I� 5- �,4RKiNG S iDACK — $ECtION 01=.PiPiNCi� - -- - _ _ �- T.1 5� DI i I i �_ =- _ �_ ` _ �� R1 GENE MCNT �r — - !1 - - - _E '-� 4? H 1u1L IN87 15 - _ 1_ -- _ '�4i'Zi" W 12 (- - - ---- -- _� %% M_' f.1- ---.-�;�� ._ . _ 4rl �, a EW-+ O 4 No' 070014792~ -- __ l IRF — CL II W J� '. ��-ONNECT T 12 WL _� ri-- n1 k l0'lU(.` O '� I RAP X. 1"l W/L ��ar �� 10'X12�CL- I � -- - - - _ 12 x 8 TEE 14 -EX._W \ EX 12 xl2 GP.OSS, W T.M. 16-A-55 MARK D. SMITH, ET UX, C3 -- - - __ _ w/ 1, 12" GV I 13, I 1 Ex. 12"XIO" RED. W/ 10" czVRIPRa -- .Q Y THE CHRISTOPHER AND JENNIFER RUSSELL LIVING TRUST, AND-1; 8" Gy- ... CG-12 I, 1 AND (3) EX. 12" GATE VALVES AND THE DARYL AND HEIDI RUSSELL LIVING TRUST 1RF I L'- INST No 00MI22'11 _ _ ES -I ROOF DRAIN COMPUTATION5 „rr. - S i . , „ '� I c� 6l' OF 24"x3s :• • �- : " •- • w w •- • • �� " rI rI rI ,/ - rI ,, ; 'j q 'I '/ - • „ '/' rI rI '/'i - � '� '� '� �® - ,, � '� '�'�'�'� ,i �i ,i ri q ,i ,i • - ,i 'i rr • ,i ri ; - �i y�, a ,r" � '� '� '� � oOEM �� u a u a q - ,i q ; a o 'i q - • q v - ,i rr of � '� '� '� �® 6 4121 W PROPOSED PRIVATE -11 C2 � M& R4U__ I--ELLIPTICAL-RCP -�m � W Z 198 01' " SHARED ENTRANCE EN_TRANc 1 _ co im STOP BAR r 3 i I� rat' CULVERT DA-CI �/'� U) _ I — V♦ 30"x30'+---� _ ' r v, (SEE NOTE) - - -- - -- - -- STOP SIGN \lam '' 8EE VDOr Dt;TAIL LLP-� r-oR INGRtzSS-Eczi SS EA E1`I RlT (i' I�iATE1 _ _ ExtSTM ROAMAY PAV lEW. Q H 103 Ai-ruR,TENANT TO SUh3JEGT W TA;C PARCEL ___-_-- -- _� J 6-A-5A INST. No. 0100141J2 (UNIMPfROVEp) \ EW- _ CG-12 Z tX 20, SWM ESMT ` AREA OP MILLMG AND A OVERLAY / 3 r- (Try MILLWX AND PA WfES DRIVE MAY I ,��' Lu ° (1 r eE utalV£D 5Y n VODr TOR) Y ((ro fit 'f'DATE: 06/27/08 � � I /,�' rri I � X r SCALE: 1" = 30' QG� I ► T.M. 64-A-31C -• , , 0 THE COUNTY SCHOOL BOARD OF FREDERICK Y) I COUNTY, VIR31NIA INST. No. 0300102-51 t INST. No. rtr DESIGNED BY: WRS 040006564 FILE NO. 2804SN rF� I 30 15 0 30 (00 ' SHEET 7 OF 18 it SCALE: 1" = 30' I i" I I I i 1 -- -- I 08-051 I ►"1 m a) c: 00 CONG CULVERT DAB au X. I I 1 iJ i — EX. CULVERT W c� i t►)!TI-� 1rETE 21„ell C ' cq T1 GaRlBT 1"f; �6-A-5C MARK.>D. °.ii fiN, E 1'.- _ 79: �4 �S I* 1� co f p� .- y ;cQ •'-- i>~ II"p rK►x,Y 'Yl _ \ m Of'HER AND- tFER RtJ88ELL LIVING TRUST, \ ,, I '. w I AND TI•IE GAR'Yl. AAaO I,EIDI RU86EL.1. LIVING TRUOt \ (\ ' �e r� I > ; 6S -� �c�-��'�' �-� ' ✓ I i I yy� / NOT. No 000012211, , \ LIMITS OF CLEARING t t 1± `` �- - - - Q w co r i i I /1 /tv ` AND GRADING iN . No. 020=182 \ � 1 _N I 10'XIZ' CL I �• °' y, s t1< � � ` I i / �,/ ANDi' MST. No. 020022n9 \ \ J '�' 0 I ISEL= MST. No. 060023110) ^ _ _ _ �, � j x . � t � � � � -" " TEMP: GRADING. ESMT i ._. ZONEDs RA Lu I -I,i11 W ,o EX ,�'ENGE LINE 7.a. a CLEAR10 l r 45 j� 7 ♦ ! i I -tip, �I" `� -• i ' \i 1�0'j *J., j -- <. / / —" •_;.,, .... 1 � \ i / 1 --._ / 1 r� .... _ • a \ \ �,--,_,�_- I — -_ ..,. _ , r .., �F� "�, = ( srIFS \ -- 14 fj — - - ''`*, 12 --- --•- ..... _....._,_. _ � / I � ! 1 i �C I��. _ - �1 _. - - _ � � 5 '`�13_ c ! 11 � '� RI PRAP _ 1 ! 1 ';'.M, �' � ai >°, _.;. •*-�_ oP �"`� MARK D. w8h1114, j- » f T WM I$IDI r- IV ! \ I I tc , AND ~ ~ I ---- r �.IVMG TRUST, Tim L;I•ii�I6itrHER AND MNIFER RUSOELL LIVING TRUST rc= NOT. No 000015011,- \ rc 4 I INb`: No:,..0Z0022n9 \ \ `� C ♦ f`I l 14$ 11zI MST. No. O'100Z118Z, \ F W n' f _ _ --- -- - EP ,� 13�� / r r' -- -�' �, OS I I 8 c ;�•• I \ o q j \z 6:: HEp 1+4 / , _ ,I `,\AND (SEE ItJBT. No. 060023110) ER CURB i 131 1 1 I\ r I \ ��° �� I o { 13 ¢ 14i?c 1 fic WW2 w R 14 o { � \ 0 HCo 1 / `•_ I a i I 13rc CG-b f �.' A, 141 1 1 01 R I ( :? II =-' 1 il� ca W a y fie- @ �s / S rJ CJ 12rc 1 I /1 ♦_ 'fit j ` I: 1 �'� / 1 h�' �, 14 c '� :'.. ,� 1 { r` 1 I ,, TG GG-II Sl`1ETIG,jION WITH. ! ! W G`' w / c ♦ �� I , t 1 / "':a. � ► ` I i� " �, (d8-3 FLOW LI IAND WA' PUTTER PAN TO F` VEN, PC7i�>51NCsA ! w w q w /;: A ., e \ i CL-I 1 1 �' i / a4 w LIMITS OF CLEARING ', :,.�. \ ,_ � � a 1 iI I / �,s' i I I 14 - �~7 -- -- _ _ ! ''�'15 \;,� i I I II i / a w Ua /ir [i AND GRADING ;1 ' 1 7y a '#= 1 '' / W o0 0 0 o 7rG �" , \L -'= ► i �, / 16� 15EP 15P i / \\ ' 1-`' 1 f ! H 00 m m � ;e ♦ \cr) o a 15 I r` rn o a i TF _ i 1 t I' w I / llT 16T b HEADER CURB, . 4 ��:1�Tc�' 14 � * �' y 1 9 I II A 1 c0 rn - J i o \ �ti j/ I �. .- '" \ �`�`•, / 1\0 i(o Tc 15 Tci 14 tz.X ; ? / FF = 115.00 \ � I i ,r I � I I � I� . i / t I EP15EP 14$1 Tc �3_.� \i op 14Tc r / I a s 1 Ii III'A / 1 =o i ( ; / ,�RIPRAF' -' 7 AN L PLER / ♦ 1 �. _ �,. j' [ .�- I ' _ I 1 ' I j ! I LIC. NO. 32809 ►+t' — ` I I 1 15� / _ /f I 1\I I I'FFZo -15� LIMITS .CLEARIN,I c, I Ne t. — f / / �_ t 1 q ' / r` GRAD ING '� � � ,p,�TM"�.' ',�,,y.- � ` - •�/ . � : � AND G^ L E FEi ((4;E- _ i 14T� y� t.- 1 LINE 9 /' TC 14TC k �..0 -E . 1 i i � f�l_E:�,i��`' � ,, i i � A '' 13� ��'� `,,,,,,,.. � "._l.; 3� `• ?'' `� I `i` \ / FF t �/ ,'7 �.,., -•. �•- 1 / �. - t(i ;.A • '7.�r�i,•.r• ^:r +. 6 .,, 'd_,.+^.._... ;,°'..... , x 'II �d I \ r co Tz 3Tc 10 I*u 1 3 _ �'TG �/' �L. . , .€. '/ is .�... . ; • :-^.!•,'. .. •!,� ,w.•..: 1 �, "a i ` ( .J' _ � � •'i , \14 .. � •�- � j ER � .. � � (a. ,,I C .., ; • 14 Tc�i\ ,� 1 / \ I � I t \ - _, \ f ! .14 • . �, �u�,G14 Tc 2 i S I / \ i I �`10 1 13 c� \ i EP / --•-= I?r' ,.... �.�c- CCs-6 4 tc _. i t _ 141 I - ._�` ,-.-_.- ..�, >_---��-. 13EP, l` _r� 12 I LEG. (rlal l� T ti 1 / i _ _ • / a • s---.._.. > �-" _., . (.. EZEC PAN Lam` m 'TEE FED, @ I 13TG - I x 16 ti ti I 04 j 15Tc L t �' 14,-- I T - - I `� { / E-I j TC .- G 1, 1 : / 6 ' 13 13 1ST 7Tc��6 i I IItt ai „------ .._ ZW5 � E-+T h lot vs r G14 A \ > 10 TM lb-5 Ix LLI A-55 MARK D. SMITN ET UX <: ° ----- — ' - _ . \ `, RI ~ U I -� _ �j TIE CHRISTOPI'IFR.`AND JETNIFER RIMELL LIViNG TRUST, • \i ---- — ;'-- .- .15� ��� U Tc - y I AND TMDAFhL AND MIDIR610SELL LIVINCs TRUST - r� roc i _ I cr. H / NOT. No 000012211, NOT. No. 020=182, - 7 :3.07 - I'' W " ' -` S 16 *4T'21" W J PROP - 13 / I It .`'' [ ca Eh F, l 61 OF_ 24 X38 �,hol =' W (SEE NOT. No. 060023ii0) \ / 198Oi _ b _ OSED PRIVATE _ E�, I '� `fix Cuir: �A cuj" ELLIPTICAL -RC RCP .711; W z AND NOT. No. 020022n9 i� / ' i ! zaD= RA \ r / SHARED ENTRANCE 0 1 /i \14.13 I I = - --'It '� , �:G-i1 STREET CONNECT(ON WITH FLOW LINE AND WARf'--- -- _ `" ♦n U) f $, CxUfTER V♦ � � �,� ,�, ,, ! •,,,.,� .,..,,�, ?`� �...�--—____-- --; `--- — 4� � I ,;, °� � PAN TO PREVENT PONIUING } �` 1 UI TENANT TO SUBJ GT TAX' FARCEL-1 -�-~LU � , 4 -5A lNST. 0�'i�JP�I. -- 1' r x4"" _- --- \ / A i c� EW-I A 51 _ PAVEMENT DESICaN JUSTES DRIVE ` / : M j ' "I J2 (l1NIMPF©v) 1E / _ 2. - 1 FUTURE TYPICAL ROAD BECTI N w-._-_ _l .., ..:. .. ` ,.,.,r,r �a \ f ~� T Z b 2113 4C,GREGAT7: PROPOSED PRIVATE ENTRANCE UD 4 . PL I'MAINTEN.NJCE 02' RA I' MA lTE STW SVICE /1m1* . + LIMITS OF CLEARING RM Rnu PA 1051105 /AND GRADING brD � EX. CULVERT DA C LIMITS OF BITUMINOUS SURFACE 51 35' Z' 25' 12' 25' Z' % 14.69 35' 5' ( % TEMP. GRADING. ESMT. I � 4's 61 , 12' 41 12' 8' 4' Q SURFACE BASE .�— "-.. �., b, b, \ T a �n [ iri �C ;' i - _J �-- DATE: 08/27/08 4' (CUT) (CUT) STANDARD CG-b LDER SURFAG SHOULDE -Z -2 YPI¢A�._A4A,frL - N.T _2ml,, COURSE--95A _rj=� �Cj \ I U Q 1v71 SCAM: r/� A T �1 q 1/2": 8=01AIUC 4• r �r�� � � \ �' fs � ~'� >Y \\ c Aae STl� ` �' \ I . '; ' f' 1 l I °-A TM 64-A-31C _ 1 —,;Z r c CONCRETE W/4• \` UD.2 BITER DIATE COURSE LID-4 (rYPJ \ ` [ +� ��� 1 BASE �ER78E-B!1-25 1 SUBBASE �i ca ACTED r LIMITS CF OJOBASE r �� ,f, , I TM COWi SCHOOL BOARDt3F Fi'aEDERICK [ -218 AGGREGATE 8T01 1 j I r. ,,� - f i I COLNTY, VIRGNIA NOT. No, OJM 0291 1 NOT. No. / DESIGNED BY: WRS COURSE-BM-25 PAVEMENT DE8KKIN I i St BC BA TE SURFACE: 15" SM 125-A / i ' LID-4 WDE INw-4 (T1p-) INTERMEDIATE: 15 91194 � f � J � � '� i\ 30 15 O 1430 � 60 I s -. ,71,'. I e / FILE NO. 2804SN I 7 BB BASE: 4" BM 15 / •/ x,'" l =�= l / � � 4, 4 j , 1. 2 / SHEET 8 OF 18 NOT TO SCALE SUB BASE. 8 TYPE 1 11-8 1 / \I'101 I (THIS DETAIL FOR REFERENCE ONLY. IT SHALL NOT BE USED FOR ANY CONSTRUCTION ASSOCIATED / �'." A A ( I / f j ' = SCALE: 1") WITH THIS PROJECT) fr 7 / 1.� \ri�'` �` 1 i� �i� °t P/ 08-051 Q) m 0 1000 VC 26221 SD 3.9 K-Val 120 115 m 7®5 ma 125 120 115 it f _11: I log Z. mki MAIN ENTRANCE PROFILE AT EXISTING JUSTES ®RIVE Ln1 01 RI7 a Z au Ul z Z mi 0 O to co � G® F7 b U CEOol Cpto40 Z cQ to W �i D► � c � � b W, b� Ceti A, tD W v � t Hw w� d H q 0 a � pq z ® 0 0 wFT4a Va rZ4 A w a2 w a � o co A � � ?YL, H OF O U NPLER Lic. No. 32809 k-lA dOJVAL ' N r clCD CD Q E-4 U Z � E- W W IL Q �+ Z a o =a�,p4 o x > � V UJ be U) V_ O Q4 w Z Cx Q � ® 0) DATE: 06/27/08 1 SCALE: R- I"=50'; V 1"=5' I DESIGNED BY. WRS SCALE: V = 50' FILE NO. 2804SN I SHEET 9 OF 18 Sam LLI .... ... ..... .. . ..... F T_ F - . ...... ------ ..... .. . ....... ----- - ... .......... ------ 120 120 120 120 . .. ..... .. . 120 120 120 120 0- 0- ------- ff ------- ...... . .... ..... . ............ ...... . ... .. .... .... ... . ... .. . .... .. .... .. ....... .... ... ------ EX GRADE - - ---- - -- - ------- cQ PROPOSED UA 0 EX GRADE GRADE .... ....... . ...... . ... ... ......... co cQ ............... . . FROPOSEDIGf;ZAD cQ 115 lirp 115 >0 0 cv M C) ob Qu .. ...... .... ..... .. .. .... . ...... ------- - --- -- ;> CQ----- ------ - - ----- to (D 110 .......... . 110 110 110 110 110 .0 6 (D ... ...... GRADE a5 g.4 50.01 OF PROPOSE RADE, _EX GRADE— 1014B, c I -1��-�.,:--,---:-.-..,.���,���,.--"-"---I.-�-.-�-.:-,-"-..', - ------- 4 7 7777- RIP RAP . . . ....... . ...... 121 OF 15 . ...... .. -OF 10'XIIB'C -- - ------ ----- o43', ,151 12 RIP RAP 61�'2 4 tv AD5- .. ... ...... 105 .. ....... . OBI% ---- - ----- 03 W 2. 0 596 .. ....... E)s N ------ (o .0' OF 14"X23" 10'X12' CL ... ...... . - - ---- 101XII ................. RCIO-6 0 loo loo 10 Cq "I 110 RAP, . . .... . ...... .... ...... ...... ....... ....... j -------- RIF RAP ...... . 100 100 . ..... . 0 . ...... .. .. 100 100 . ..... cl) ------ - __ t q '_­ __,_ -, 0 __ ...... ...... .... . .............. ....... . ... ..... .... ...... .... W ul ---- --------- -- . ...... . ----- ------ - HJ 17 17 r7 t- I- t- t-- t7 17 r7 Y7" t7�� lu ...... . . ... ... cq !_ ­ I Lul" "t Ul Lu WJU Q MW .. ........ uj lu lu z ----- ------- ... .. ... . ------ z uj 1 S+00 Cj4r.0 10406 10+50 11400 ll+E�o 12400 13400 13,60 14+00 14+50 15 +00 15+50 1(0400 1(0+50 '34r.0 10400 10+50 11+00 11+50 13 +5 0 10+00 10+50 11+00 CJ+50 10400 10+50 11400 0 Z STORM 1 TO 10 STORM 7 TO 8 STORM 11 TO 12 STORM 13 TO 14 0 Y2 115 10 vi w . .... .... LU LU co co co 0 0 EX; GRADE 110 115 115 lof C PROPOSED-'.'. 0 CD GRADE PROPOSED C) 0 -4 ........ ... 105 105 110 110 (013 1�� 4 ............ Oro DY L, E ER 100 100 105 Lic. No. 32809 ... . .... ..... 10'X12'+ CL IF 161 ............ eV _TkJ-2d 67 ............ R I F RA P. &10 L .. ........ .. ......... . .... ..... - ------ (o 5 ir- 1-1- ­­ ­­­ Z 0 (o B5 (0135 (08 (0(35 7 lu lu t7� . . .. ...... ........ ... .... ... ...... Lu ...... . .... ------ ------- .. .. ...... ..... ....... .. QD Bo (0.50 (ow (oat ow (0. co 11+00 11450 _+00 10+50 11400 11460 0) CULVERT DA-13 CULVERT DA-Cl 10 E­4 F4 125 125 120 120 > . .... ..... ... . . ...... ........... ... . ....... . ..... Lu ............. >_4 &-4 ......... . . . . ......... EX G13AM z ..... ... . ... ......... . ... ... ... ..... ....... . . .... .............. .. .. .... ...... - ---- ----- --- 0 115 ... .. .... .... . 0 120 120 120 120 . . .. . ......... . ........ . ..... . ....... ... ..... . ... ........ E . .. ....... . .... ... ... .......... ,MIN 'COVER 110 -------- 115 110 F-4 . . ........ 48", M N; COVER ui Z -CL 52 WIL. --------- --------- Is! MIN 48" MIN. 43"+ MIK COVE VE R �:: co . . ..... . ...... ............ > 110 110 110 105 --------- ...... 105 . . . . . . . . . . . . . . . . . . . . . . . Ex, I W/L:-- --- ---- - - --------- 7-13 _­_­.­,__.­­ ... 0) ... ....... . ...... . . ........ . .. ... ..... .. .... . .. . .... . . ....... 0) 1 L ------ Au --------- --- -- ----- y loo LuC�4 tU 'n ....... .... . .. ... ..... tu tL . ..... 105 105 ... ... .... > Zo d .......... LL Ig 2< ... ....... .... ........ ..... . .............. ..... .. > . ........... ..... ...... ..... clz ............... . ... ........ Inj LLJ, .00 gn 100 loo lu l`Q Q (o L 1100 3460 10400 10+50 11400 11+50 12400 S+E70 10+00 10+50 ii+oo B+50 lo�� 10+50 11400 ll+rpo 12400 12 +50 13400 14400 14+50 I(o400 WATER MAIN CONNECTION INTERNAL WATER LINE DATE: 06/27/08 WATER MAIN TO INTERNAL SCALE: H:I"=50'; V.I"=5' 50 25 0 E70 100 — DESIGNED BY WRS E SCALE: 1" 50' FILE NO. 2804SN SHEET 10 OF 18 08-051 m 0 _0 c: 4_0 m w ADMIRAL I\YRD MIDDLE SCH�OL EX SAN MV `ToP ®-115.55 `J lro BE REPLACED) 13, • M . �im5�m la LATf .� \ ✓ ` \ ` i / / / l '---� "'.- ►1--/ �g.- �' INV. OUT • 1m50m _ i `_ �. , { { 1 f ,,,, •'"'" f/ r y[ �'� XL , TO I j A6ANb D M PLACE I � < PER FC6'fREQUIFMMENTS s \ I t ( ROSA LANE 1 �^ �i 14 e� OQpSE� r N"I r _ v ,1 �-- 1. � g,..• .I' ,r{\ 1 '✓i\ I���V�L ( j , \..—�a—Yl-_—W--"�'--t�v7--- �4l�--_.��._. -� fic /_._a+G t : t- �� c — — — G — _ c — — G — — � -= _ - ���- ... �2 I�� i U�\'`� \ a % SAN C/O S s S 1 c�a ��� 300Id ' 8 "a 3511 06 + 39 S SS - 3 3000 8 'S,D� 36/16 07090 I I \ \ 1 ti- ® ` IS 4t'OF 8",S®R 35/2/0 ® OBI% / I �AN MN-4 \'� 5" INV. - 10104 �— TOP 5r114M -� / JrE,i / E s411 rr1F11- I 1 —'" SAN MN-1� I I I am' sdN &u1E( E�T r `1/ _ rf�P'• 1m239 / / TOP • 11m 1 ` �SOL M -24m / / f / AN. MN�3 aj i INv.I� ■ 1m338 �, G I I I ) oP ■ 1fDZm INV. &; . 3 3.18 \ N� f iNEI(1 INV. IN . 9,%.16lC OE DRILL) INV. IN • 6W.4� ` ` \ -� INV. IN r 1m138 f `a �\ Mv. our • 698'1m \ \ MY. OUT • 1�1.18' ( ( INv. T 10238( EX INv, IN . 6�289 / I I III , - / \ 1Nv. IN sa ---- N 1 SEX. MY. OUT/: 692.53 SANITARY SEWER PLAN VIEW M�1 a z cc W LU Z a Z us`Q o ,o CV It 114 ab cI Z� a) otc W 0,ti (i 140 )JECT SI VA 53 a� o i w z z A �j O O Z \\ '\ O w z V�\ x m co aaa m �U w w � 5 w � x � � all 1 Rom w o 0 � co 0 co o o T OF I A Y L. PLER Lic. No. 32809 ' 0 2--TA4-2001 �LLQXAL _ N r A 1 ® w 10 0 1:4 �: 1 a > Q � � zW�Q� = ® <4 z z =alx o w a 1 E--1 U 0.� %= Y U < w w Z � vJ v � 3 DATE: 06/27/08 SCALE: H:1"=50'; V: i"=5' I DESIGNED BY: WRS FILE NO. 2804SN SHEET 11 OF 18 08-051 OWICE C - 0-12W cc �7 OFMCE ® - PW CUt PTO _ 40 SLHD FLAME GN b• WA p TIC GMIM" TRA814 RACK PVC PIPE lil Lu 8'mw g. o ,ai,.LLI tn CCO 1 / cq T.M. 76-At-1 1 INC' 1 I , 1 ! !f / / SH NANDOAH MOBILE CQUF T I. 8 .. / /`�/ / / / / 1 � 3 .,4 a DB 321 PG` 693 �9C c / , / / / ! / / ' / r ZONED: /MH 1/ j j ! cSS '� 1F�.... t ( / / t' A �.� 0 1 utj cc\,,, n� CD 1 0 STORMIUATER MANAGEMENT BASINLLI .'t co RISER .YR( TRUCTURE / '�S /...... r l l r Ini5 E-w r EX. /SAN SEINER 1 AND EASEMENT D IN f r./ �4 "'�-,�� w `e- ��r !, .. 11 ... / ! { PLASTIC SOLUTIONS INC. / / 1 ;/ °� ` i! / / \� ► PYRAMID TRASH RACK PART PYD S& BOLT TRASH RACK TO STRUCTURE W12" SS ANCHOR 501-TS W to f 100 YR WS ELEV. 1W95 FT ,l l / .DEEP EXTE�N6ED CD/ / / r OL '` DEETENTIQ�I / / / 3.1 SF 0 I FI C / ! ! a� v I® YR WS ELEV. • ,99 FT ATOP PRINCIPAL MEEIL] �� ✓ ! / % �'� ncl°<� ® ! l A_ WEIR RISER - INV ia850y 2 YR WS ELEV. = is9ib FT 0 ! r / f, O �, / / b \ b STEM GUIDE (typ) /ow ,1,� .. � � / / ! �` / \ nd ®' °� HIGH • A \ 4000 PSI CONCi;EtE FFRECAST RCP EASE AND b RISER STRUCTURE PER 2'X2'Xb" CONCRETE SLA5 TO MISS - a DIAMETER n FOR ORIFICE GRATE END SECTION 12"x24" CUT IN RISER W MARSH 6 / � ,� .'� \ _ \ 90.4 SF59nd'�. \ FIC C AT 186.40 v EXT. DET. WS ELEV. • 186.40 FT (3812 CF STORAGE) - y SHALLOW MARSH WS ELEV. " 186.00 FT �t / / t / / / ! r gh inv Xr / :3 $4 < ' r /` \ \ FOREB Y \ 2" ORIFICE _ _-f-KORIFICE 5 AT 186.Mqu n VIA STEEL ROD DOWEL 0 n CONNECTING TH RISER SLAB SCH40r! $ 5 $ X 1 SF \ j inV � Q�/ 1 `l \ \ \\ ,�� r ! C j / / / HIGH MARSH %-' -� $ nd Ls f" \ \ \ �.. / 1485.4 /SF / �� !' �; � ®� \ \ � \\ 64' 18" RCP- C361 6" GV WITH VALVE STEM Fwl CLASS-25 w 0.�% CAP ba20 W/ S CTI�i 4 i END E Y 6 DIP DRAIN WITH VALVE DEEP E= Y1 " � w m,� ®r\ 'v .a, � woe f� / �� � „� ®•`o \ --;------� 6a03 (NORMALLY CLOSED) 6a0b -� . , p •0; - `- . P 5 � a ' b . � . a H Op +* / / / ,°° l / �,A/ f / . I tin . b UWA RA DY L. PLER t LO R S H .-' �Q / �, / -� - } 71� 690.5 SF��-� // !� ,, `� --- -.i CD 11x ! / Inv / -' 4 / / / 10 YR STM ELEV. -- $"inv SECTION - PRINCIPAL R15ER FOR STOF 1IWATER MANAGEMENT BASIN A Lic. No. 32809 S'S, Cs p eG� t _ _ _. 1 '�®NAL HIGH M /(� NORMAL POOL e C1, 698.2 f° / ELEV. 786.00 Al ' -- *NO ! / = 10 YR' STM ELEV. FOREBAY �' 783.99 / /` /417 S0� / ' X ° X 1. PI.IREATICLiNE coMP 10 YR STM ELEV = 18'5.1313' LINE LENGTH 64.1 ® 38.1 i $� iOVn / / !/ /,, - �Q� • V '- !,/ DOES NOT CROSS BANK ABOVE TOE, NO DRAINAGE HOMOGENEOUS FILL Z r- / / / / / ��✓ inv i / / / / / / / / / / �� o SYSTEM REQUIRED COMPACTED TO 95% MAX. DENSITY �--I r� to TOP OF BERMz ELEV.= 1132ZO /! // ! / '� ! PROP. GRADE 12' 16 1.51 'z 4" TOPSOIL COVER TOT W c -- 1 GRADE .4 kiyq�.�/�/�� / ! eqq �• � NORMAL P,oOL /o / ! / ELEV.=,,.,.786.00 �r�r r _ ��` F' // �� ( "" r/ T.M. 76-A-5 -- -"`" 64' 18' RCP C36I CLAS -25 GOB% � 41 CONCRETE ANTI -SEEP STM STRUCTURE W/ EN SECTION COLLAR (3B'x3.5') (SEE DETAIL) TQ � E­' // MARK D. SMITH, { ET U X I i / CUT OFF TRENCH 4' / / , / / AND THE DARYL AND HEIDI CONCRETE ANTI -SEEP DEPTH, 1:1 SIDE SLOPES COLLAR (3.5 x3B9 4 ToR i®-YR wsE W W q RUSSELL LIVING TRUST THE CHRISTOPHER AND JENNIFER RUSSELL LIVING TRUST, ANTI -SEEP COLLAR- SEE 38.1 COMPUTATION NOTE 01 W W Z E w -- - -- .,.... - INST. No 000012271, A. INST:-N.o.� 020022179CO Sto1�°1UTATER MANAGEMENT T8 BERM CROSS SECTION > co 1 I W 1 INST. No. 020022182, AND (SEE INST. No. 0600231"10)-- Zjo 104.4 CA x \ f ANTI -FLOATATION DESIGN - (RISER BOUYANCY CHECK) I \ I \ 1 `• w'' -- ',,, �� "'., ANTI -SEEP COLLAR DESIGN 1. VOLUME OF WATER DISPLACED - W RiSER x 8.1' m 401.1 CF 2. WEIGHT OF WATER DISPLACED - 401.1 CF x 64 LBS/CF - 26,054.4 LBS i. DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) - 62 FT 3. VOLUME OF CONCRETE - TOTAL VOLUME - 243B CF DATE: 06/27/08 \I �,� �\ 2. SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) - 3:1 SLOPE WALL - 8' x 8.1' x 6" - 32.4 CF 3. SLOPE OF PRINCIPLE SPILLWAY BARREL (6b) - 0.5% SLOPE BottoM - 8' DIAM x 42' = 211.1 CP I / 4 4. LENGTH OF BARREL IN SATURATED ZONE (La) 38.�1 FT 4. WEIGHT OF CONCRETE - 243B CP x 155 L5S/CF - 31,142.5 LB6 5. NUMBER OF COLLARS REQUIRED (FROM PLATE 3.14-12) = 2 COLLARS 5. EFFICIENCY - 31,142.5/26,054.4x1009e - 144.8% SCALE: AS SHOWN COLLAR DIMENSIONS - 3B'x3B' BOUYANCY CHECK OK STRUCTURE WILL NOT FLOAT. DESIGNED BY: WRS 20 10 0 20 40 FILE N0. 2804SN I I Y fSGALE: I " = 20° I I SHEET 12 OF 18 I I I / 1 08-051 b • V I l � 1 1- GV f A 'Xi j 1-1-Tay°1i,� �:I � f � �'x;.� `/ /';/�"•ti..,,� ( �~ r ?�`,� �"^ � � 'mow F f f ?� e. , % r�ti f t -i ti. ,ec,,,,� ` � w. _f ..,r`-..•,,y„� ",,.,, ^ 1 r' r fu f f. Atr ( e, 1 f AN IL LO f / ®• l / k q l\• A-\ � s �^ R +F/21 ; F l rf .° ' •I Ix 13-. r` x ®/ • f 0' 11445r J ® ® <HM r ® IJZT6`' r l� �' ,f � -,,.ter/ ®_•' ® e f ,�` f '�� ( of �' f /' � f • ,''!- ' `-`M` / ., .,_, .. ( F • / F /L� f 4 r 9 ® •. f 13 F `aY A f x141 VP !Ftt r, yam•' d,' / /' �� f ` r / f 7% � x T d'r ✓ A 0 10 20 f f A_ SGALC-: 1" - 10' Ff SYMBOL BOTANICAL COMMON ZONE COUNT NOTES AV Andropogon Broomsedge 2,3 28 1 gal. container BL Betula lenta River Birch 3,4,6 6 4' height CC Carya cordiformis Bittemut Hickory 3,4,5 1 4' height CV Chionathus viginicus Fringe Tree 3,4 2 4' height HM Hibiscus moscheutos Marsh Hibiscus 2,3 50 1 gal. container JV Juniperus virginiana Eastern Red Cedar 4,5,6 2 4' height LL Larix laricina Larch 3,4 4 4' height LO Leersia oryzoides Rice Cutgrass 2,3 46 1 gal. container LB Lindera benzoin Common Spicebush 4,5 9 2 gal. container PO Potederia cordata Pickerelweed 2,3 29 1 gal. container SN Salix nigra Black Willow 3,4,5 3 4' height SV Scipus validus Soft -Stem Bulrush 2,3 51 1 gal. container TD Taxodium distuchum Bald Cypress 3,4 1 4' height TS Typha species Cattail 2,3 83 1 gal. container VD Viburnum dentatum Arrowwood Viburnum 2,3,4 9 2 gal. container NOTES I. THE SLUM FACILITIES ARE TO BE OWNED AND MAINTAINED BY THE LANDOWNER ROUTINE MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: a z W W z z lil o to to CO 0 Cat OD U z r W W q a�i ,00 LO Hrz4 0) v �y 4V W �yTH OF RANDY L EPLER ' Lic. No. 32809 s`SIONAL Cs 2. THE 5WM FACILITY SHALL BE INSPECTED ON A SEMI-ANNUAL BASIS AND AFTER ANY STORM � WHICH CAUSES THE CAPACITY OF THE FACILITY TO BE EXCEEDED. ANY TRASH AND/OR DEBRIS QD w WITHIN THE FACILITY SHALL BE REMOVED AND PROPERLY DISPOSED OF. INSPECTION REPORTS ARE TO BE MAINTAINED BY THE OWNER co ® W 3. THE SWM FACILITY SHALL BE PERIODICALLY CLEANED OUT (EVERY 5-10 YEARS) DEPENDING 10 ON SEDIMENT LOADING, 50 AS TO REESTABLISH THE ORIGINAL PROPOSED CONTOURS AS SHOWN ON THE PLAN. ALL EXCAVATED AND/OR DREDGED MATERIAL SHALL BE PLACED IN OPEN SPACE AS DESIGNATED BY THE OWNER THE DISPOSAL AREA SHALL HAVE APPROPRIATE E 4 S Z CONTROLS AND SHALL BE IMMEDIATELY SEEDED AND STABILIZED. V) > W 4. TOP SOIL SHALL BE REMOVED UNDER PROPOSED SWII EMBANKMENT, AND FILL MATERIAL Z 1 a SHALL BE SELECTED, INSPECTED AND APPROVED BY GEOTECHNICAL ENGINEER. Q 0 5. REMEDIATION OF FOUND SINK HOLES AND ROCK FRACTURES (IF FOUND) SHALL BE IN �' ACCORDANCE TO THE GUIDELINES SUBMITTED BY THE GEOTECHNICAL ENGINEER THE W U GEOTEC14NICAL ENGINEER SHALL BE PRESENT DURING THIS OPERATION. Q CO Z I. PRINCIPLE RISER DISCHARGE CONDUIT SHALL BE REINFORCED CONCRETE PIPE W/ U SINGULAR SPIGOT JOINTS W/ RUBBER GASKETS AND SHOULD BE EQUAL OR EXCEED ASTM DESIGNATION C-361. 1 W 8. ANTI SEEP COLLARS SHALL BE LOCATED AT LEAST 2' FROM A PIPE JOINT AND SHALL E� W Q EXTEND A MINIMUM OF 2' IN EVERY DIRECTION FROM THE PIPE. SEE DIMENSIONS IN DETAIL W Z FOR SPECIFICS. Q., PLI IM S. A MINIMUM OF ONE FOOT OF FREEBOARD SHALL BE MAINTAINED BETWEEN THE 100 YR WATER SURFACE ELEVATION AND THE TOP OF BERM. As Aft 10. SOILS IN ZONES I AND 2 SHALL SUPPORT THE SHALLOW MARSH (ZONE 2) AT THE TIME OF ® STABILIZATION AND PLANTING. IF NECESSARY, A LINER OF CLAY, GEOSYNTHETIC FABRIC OR CIO OTHER SUITABLE MATERIAL WILL BE USED TO KEEP THE MOISTURE/WATER IN THE CORRECT J AREAS. 9 DATE: 06/27/08 SCALE: 1" = 10' DESIGNED BY: WRS FILE NO. 2804SN SHEET 13 OF 18 08-051 a) �L M cast In place access door, centered in top (see not 1) varies at propertyIlne 2' max (see note 2) concrete pad IB° dia. x 8° deep 4' stone roadway box 2' CTS polyethylene 27' -2fliT tubing (PET) 200 psi w/ SS Inserts at all 48' min. connections Do° 2" custom setter (meter by FCSA) meter Interface unit (see note 4) standard flat top for V diameter manhole finished grade Nor 3' riser section for 4' diameter manhole with cutouts °i % 3' min.-�-{ �e'stone beddin solid support blocks 9 under custom setter saddle with 12 gauge solid Insulated copper wire for line tracing, PJ X FlP coupling and corporation stop taped at 10 foot Intervals MIP plastic plug water main ball valve curb stop with PJ (CTS) bath ends with 2' NOTES: gate valve operating nut 1. Access door shall be by Halliday Products or our approved equal: a) In non -traffic area - model no. 81 R3030 b) In traffic area - model no. Hi R2424 �8' y 2. Water service crossing street shall be encased In II SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. 3 s gauge soli Insulated copper wire or line tracing) . Install 12 a d I P (f 9) 9 9 �P 8' from corp. stop to Into the meter box I wrap wire around corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box; wrap around bottom of angle ball valve; terminate with 12' tall piece]. 4. Meter Interface unit requires 1 3/4' diameter hole. CUTOUT DETAIL (typical) THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1 1/2" and 2" METER INSTALLATION -t3- L -I Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained, SMALL SiDE JOiNT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC Dip 6° 8° 10' 12' 6° 8- to- 12- 6. -- 40 60 60 -- 20 40 40 8° -- -- 40 60 -- -- 20 40 10° -- -- -- 40 -- -- -- 20 REDUCER L �I L I L In addition to restraining the connection, any Joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (FI) PVC DIP 6° 8' to- 12- 6° 8° 10' 12° 60 60 W 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- MAR 06 JUN 06 RESTRAINED LENGTH OF PIPE (R) TEE PVC DiP r X b V Lb Lr Lb 6 X 6 20 20 10 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 x 10 20 zo 20 20 10 X 8 20 20 20 20 Existing 5 min. Pavement 5 min. -••� Edge of VDOT Edge of VDOT Right of way Right of way 48' min. water 38' min. sewer spacers (see notes 1 $ 2) � joint restraint -� casing pipe o J carrier pipe J end seal tunnel liner SIZES REQUIRED CARRIER PIPE CASING PIPE / Wall Dla. r) Dia. 0 Thickness 0 4 or less 12 .250 6 16 .250 8 18 .375 SECTION 10 20 .375 NOTES: 12 24 .250 1. Separation of Cartier pipe from coaling pipe shall be by 14 24 •375 manufactured steel and/or plastic casing spacers. 15 24 ,375 2. Spacers shall be placed on spigot end within 10 Inches of 18 30 .500 connection to bell; then 2 spacers evenly placed on length 18 30 .500 of pipe. 20 38 500 S. Carrier pipe within the casing shall be restrained 21 38 500 4. Water service laterals 24 36 .800 a. Casing pipe shall be SCH 40 PVC o SDR 21 1) 3° diameter pipe for 1' service lines ( for larger pipe use tunnel liner) 2) e- diameter pipe for 2' service lines b. No spacers or sand fill to be Installed HIGHWAY CROSSING 8' STANDARD fill 24' select backfill & All backfill to be compacted to 95% of ASTM D698 maximum density. 8° 24° select backfill B' 9' CONCRETE ENCASEMENT TRENCH & BEDDING -1- Lr Lr In addition to restraining each joint of the tee, (1) any joint Lb that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb, A Wye shall be restrained per a tee's Lr and a 45° bend's L requirement TEE, CROSS, WYE �- - L --) In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. HORIZONTAL BEND RESTRAINED JOINTS - 6" THRU 12" 2 OF 3 -3- MAR 06 APR 06 TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FlTT1NG PVC DIP DEGREE 8' 8' 10' 12° 8' 8° 10° 12` 90 20 20 40 40 20 10 20 40 45 20 20 10 ?0 20 TO 20 20 22.5 20 20 20 20 20 20 20 20 11.25 10 20 20 ?0 10 20 20 20 MAR 06 DOWN BEND DEPTH 4 FT. MIN. DOWN BEND RESTRAINED LENGTH finished finished grade UP BEND DEPTH Lu Lu -'- Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. S12F,/ M DEGREE OF BENDS Ld (DOWN) Lu (VP) SIN/1YPE DEGREE of 617W Ld (DOWN) Lv (UP) 6- FNC/DIP 45, 22.5 & 11.25 20 20 to- PVC 22.5 & 11.25 20 20 8' PIC 45 40 20 10' DIP 451 22.5 & 11.25 20 20 8' PLC 22.5 & 11.25 20 20 12' PVC/VIP 45 40 20 8' DIP 45, 22.5 & I IM 20 20 12' PW 22.5 & 11.25 20 20 to' P10C 45 40 20 12- DiP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAR 06 i 4ft ° boot ..' IntraFlow Lev -Profile Inside Drop 4a •' - stone multiple 3 ft fastening minimum lugs i ; drop W stone-/ Inside drop system manufactured by Royal Environmental Systems, Inc.. DROP MANHOLE -14- MAR 06 8°x 81x 18" solid block 2'R A. concrete pad 18' die. x 8° deep finished grade 4' stone screw type adjustable 48° min. location marker valve box jointI_valve restrained stone , ra trnlnts to main Water '*­� stone 14' thru 36' GATE VALVE e� NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WiTH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER ;Y&i BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided o minimum depth of 7' is maintained. COMBINATION 6" REVERSE CURB & GUTTER I- A �.{ E W -1,IA S X I SEE D NOTE 1 b ' SHAPE TO BE BEVELED ---------------- N WITH MORTAR D I �0^ -� 00 NOT BEVEL INVERT B I i t,� ---- 1` L NOTES: 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL S. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWALL CULVERT (WHERE THE FLOW ENTERS THE CULVERT). PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 2. THIS REM MAY RE PRECAST OR CAST IN PLACE. 7 EDGE ORLAT BEVELHEDGE. ENO OF THE CULVERT MAY BE EITHER SQUARE 3. �L AST IN PLACE CONCRETE TO BE CLASS AS. FOR PRECAST SEE SHEET 6. N1E,STI ELa OP IL TNWHERE ENOWALL ALLS BE CONSTRUCTED BELOW SHOULDER H PARALLEL RHE GRAM OF 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS THE ROAD. t0-TO 45°), 9. jA4" CHAMFER MAY BE PRT'OVIDEO ON ALL EDGES AT MANUFACTURER'S OPTION. S.HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR. EW-1 EW-1A ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" 15" 2T' EIR 24" 2T OR 3D" AY' OR De' A 0' 6" 0-6" 0'-1. 01-11" r-0" r-0" B 0'-ir 1'-1" r-3" T-6" r-9" 2'-0' C T-4" r-7" r-9" 2'-2" 2'-6'- T-9" D r-0" 1'-3" r-6" 21-0" Y-6 S-0" IF D' 6' 0--6- O'-6" 0--0- 0'-9" 0'-0" H T-w T-11" 3'-2" 3--9" 4'-3" 4'-9" L 4'-0" T-D" 6'-0" 6'-0" t0'-O- 12'-0' 0--1Y'4- 0'-2" 0'-2'/x" 0'-3'/i" 0'-3}A4., b 0.-1" O'-1'/4i' 0'-r/s" 0'-2" 0 2%" 01-3" CUBIC YARDS OF CONCRETE CONC. PIPE 0.241 0.422 0-897 L319 2,007 2.047 C.M. PIPE 0.257 0.521 D.739 L3911 2.196 3.145 ENDWALL FOR ELLIPTICAL PIPE SZE OF ELLIPTICAL PIPE CULVERT (SPAN s RISE) 23"x14" 30"x19" 34"x2Z" 35'W4" 42"x27" 45"x2li 49"x32" 53"e34 A W-6" 0' 9' D w" D'-lr' D'-11" r-11 r-0' T-O- B T-2" 1L-5'. r-5- r-a" r-9" 1'-10" C r-6" r-11" 2' 1- 2'-4" 2'-5" 2-7" 21-IT, 2'-9" D T-T' T-7" I'-10" T-O" 2'-J" T-0- 2'-a" 7-10" F &-S" 0'-s- 0'-9'• W-9" 0• 11" 0'-9- 0'-0- 01-9" H T-Ur 3•-3" 3'-7 3'-9" 4'-0' 4'-2' 41-5" 4'-7" L 5.-5" T-2" 6'-6" 9'-2' 1D'-2- TO'-tr >2--r it-11" S r-m" 2'-8" 2'-10" Y-2" 3'-6" 3'-9" 0-1" 4•_5•, 0 O'-21/e" 0.41," D'-3A- 0'_4'• 0•-4it" O''4i'a` 01-5" 0'-V'/[" b 0'-2" O'-21/r" O'-2V4" 0'-3" O'.31/s" O'-3ii 0 4L 0 4h- CUBIC YARDS OF CONCRETE CONC.PIPE D.502 0.655 L238 1"0 1.611 2.101 2.512 2.8D1 SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS 6EFE�NCE Im 12"-3611 CIRCULAR AND 23rnx14rr-53"x341' ELLIPTICAL PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION 101.D1 •12 valve restrained to main 8'x 8'x 18' solid block Forced Sewer ° BEVEL SLOT DETAIL ForN REYOVA,LOR EASY T D A - A 1" 2'-0" 6�L MAR 06 top of manhole at grade In pavement areas finished unless otherwise directed (top shell be set 24' grade 1, $. 24' min, min. above grade In undeveloped wars) dear opening 1 ._,Nr square skid pad ethic k around manhole freme In 3/4° x 2* buy developed areas • • A.jolts sealant adjustment rings 'y 351 max (11' max) 24" min. in undeveloped areas 3/4' concrete anchor bolts (4 each) concrete ASTMG•150 - s ` finished 4000 psi s • grade 12' or Ur ftV.) exterior of all sections to have waterproof coating L 1nominal size butyl jolts steel reinforced ` sealant applied between polypropylene steps ° • joints and on exterior side of joints joints are to be sealed with '0"ring gasket variable 4 -0- • S. ' - pipe to manhole connection to be by flexible sleeve Invert channel to provide a smooth transition In to out 3 D° fin' for all connections ` y 2.W max 4' 0' precast Invert or grout �" , :`I c: •� rir k'; ^� . ! • top of bench to be same elevation as top bottom to form channel 1••• of pipe ' .I . 4 ' •. 4 .�. 8° beddingstone -.:::s::::::::::::::::::::::::::::::::: ....................................................................................... NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to Installation. 2. If adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coaling of water proofing. 3. Flnai slope adjustment of manhole frame shall be by shims and non -shrink grout 4. Skid pad to be placed around manholes located In shoulders of roads. S. Flat top shall be used If height from Invert out to rim Is four feet or less. Frame to be flush In top. 8. There shall be a 0.20 foot drop In elevation through the manhole. 17 STANDARD MANHOLE -13- MAR 06 INSERTABLE SHEET A179 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURD)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4• FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER HALL BE CONSTRUCTED PARALLEL TO THE SLOPS SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAD DESIGN MANUAL. � - "- - _ THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" 15 MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2D1.D3 114 LSL"lil A"J-r' 011 L" 1 IiJ ' 4" It a"X �Sp MIN. STEEL DR AR_UMUNUM OR STEEL 06 INCH LIbN. RIVETS OR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL 4'-0' U-TYPE ROLLED RAIL STEEL POST AT 1.33 LBSJFT.OR ALUMINUM ALLOY 31-0.1 6063-T6 6 .75 LBS./FT. UNDERDRAIN OUTLET MARKER DETAIL SECTION A -A NOTES, L TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS, BARRING LOCATIONS WHERE UNOERORAR 15 TIED INTO OTHER DRAINADE STRUCTURES. ENDWALL TO HE MTALLEO PERPENDICULAR TD ROADWAY AND FLUSH WITH THE SLOPE. PIPE I'D• SLOPE DIMENSIONS A55 � &NCRETE CUBIC YARDS 2. OUTLET PIPES SHALL 13E RICO NDNPERFDRATED, SMOOTH -BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSI TESTED ACCORDING TD ASTM 2413. 3 EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENNOS OF APPROX,Vj- X 1- AND WEIGH APPRO 0.02 L03. PER 39. FT. MESH SHALL 6E GALVANIZED IN ACCORDANCE WITH AISTII Ar123. THE MESH gFff SLOTT FOR TtED A h3 ETwEI MEOF BHA lD TO BEE COAI§T�JCT®PSO THAT THE 1E5M CNl BE RODENTS F CLEANOUT PURPOSES. L rue rtru unV er vorrarr no �aeT L H 4" 211 21-5 V-2 " 0.17 4" 6•' 411 4' S" r-4 0 26 24 2'-10 T-5 4- 0.21 S. 4q 6'-3" r- 0.35 5. STEEL POSTS AND PLATES TO BE PAINTED OR OAT.VAINZED N ACCORDANCE WITH THE ROAD AND BRIDGE SPEGFICATgNS. IF PAINTED THE FINAL COAT SHALL BE NO.13 ALUMINUM PANT OR NO.11 WHITE PAINT, MARKER TO BE PLACED AT ALL EW-12 UN3ERORAIN NSTALLATa)NS. MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE 7. SPECIFICATIONS. REFIERIM lPE12rICA1DR STANDARD ENDWALL FOR PIPE UNDERDRAIN REV' 7l04 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 101.32 Opt a Z W Z x W CQ O � >11111111111 tD Cq W It 0 c0 OD Z 03 CV to C' W O� ti ato L1n U � Hw W a a w A z 0 'Z ® U Z O U ® W A 0 w a W a U, 134 w � 5 94 Cg a' H \ 00 CD to CII 11-1 O H O O N Lic. s - SIONAL Y LL NO* _ I32809 J A, PLER r oo 0 ®M W to cc Q IIM E-4 Z E-t Q; W W C� CID 10. 0 LU Y. �V W Q W rx M W ® ®�•• VJ UJ Z_ DATE: 06/27/08 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2804SN SHEET 14 OF 18 08-051 i� RESTRAINED LENGTH OF PIPE (R) TEE PVC DIP r X b Lr Lb Lr Lb f0 X 6 10 20 20 20 r2 x 12 20 20 ze 20 1a x 10 20 20 20 20 12 x 8 20 20 20 20 12 X 6 20 20 20 20 INtil':R I A111 I- Sill 'l A 148 T-01-3,4 NOTES: CURB DROP INLET THROAT SECTION 1. SEE GENREEAL NOTES 'REL:AS' F0- ADDITIO"�t DETAILS. 2. CONCRETE TO BE 4000 PSIMINIMUM COMPRESSIVE STRENGTH. STANDARD AGO 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 FOR FRAME AND COVER REINFORCING BARS. 4. REINFORCING IN ACCORDANCE WITH ASTM A-185 FOR WELDED WIRE MESH. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 20 x MIN. 3011 6. THIS UNIT MAY BE USED WITH ALL STANDARD DI-3 Ill DI-4 (, CURB DROP INLETS, 4RIES ARp M 2 DDWESI-ECTFJ 7.EACH FACE BLOCK SHALL HAVE 2 OR MORE LOOPS ("3 BARS) CAST IN FACE AS SHOWN. THESE LOOPS MAY 6' T O 2p'_0, SEE BE USED FOR LIFT, AND FOR TIEING IN THE POURED C _,; R IN PLACE GUTTER SECTION. FACE BLOCKS ARE TO BE AL Tr.Pr.iA•c 5" Ui.TA9.. SEALED WITH GROUT OR POLYSULFIDE SEALER. MIN' 8. STANDARD ST-1 STEPS NOT REQUIRED IN THIS TOP UNIT. F ACC 8LC,1 SrE S'+EE' 2 ` ' FOP AL IERNA r AIL. SEE 4LTERNAiE NOSE Di 'HEFT 2 OF 2 ALL RIB BARS •5 ON 6" CENTERS. 2 -10 •4 BARS .4 BARS 03 BARS ( I� 1 0 45° -3 •4 BARS H 2' 0" BARS •4 BARS 03 BARS - - 6" •4 BARS x LOCATION OF HOLE TO VARY ACCORDING TO TYPE 1" DEEP NOTCH SEE ALTERNATE FOR INTERLOCK OF INLET CONSTRUCTED. DETAIL B 4 VARIES WITH MANUFACTURER TYPICAL MINIMUM BAR REINFORCEMENT 2'/2'� W-1t ALL RIB BARS W-20 SMOOTH W-202'-71/I„ W-20 BARS ON 4" CENTERS. 6.. '• W-20 4- a4 BARS W-2 W.20 W-11 4 5 ( 2_C. 1 -0•• W-11 H W-11 6. w-zo W-20 21/z,. - 3%2" W-20 W-11 LOCATION OF HOLE TO 19 20 W 20 1" DEEP NOTCH VARY ACCORDING TO TYPE FOR INTERLOCK OF INLET CONSTRUCTED. W-11 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT SHEET IOF 2 STANDARD PRECAST TOP UNITS REV.3/03 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.05 RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE H DIMENSION CONCRETE PIPE 6" 2'•11" U w ag co 6" 3' 11 10" 3'-3' '^ "0 12" 3'-6" - 15"3' 9' n 18" 4'- " 21" 4-_3 " 6" 3._9.. B.. 3'-111A.. 101, W .8, 12" 4'-4„ uW t5" 4-711 zm m o6 18 4'-10'/2" 21" 5 •1 4„ d n 24" 5'•5" g do a 27" 5,.gI „ 12" 4._4,. 15" 4'-71114,. 18" 4'-10'/z.. �w � m RILL 5,.*4., wao iv of 24.. 5,_5., 27" 5'-8'/4.. d z e "1 00 p 0 m Ir 30" 6'-2�'4" 33" 6'-5�'." 36" 6'-q.. 42" 7'-3'/2„ 48" 7'-10" GENERAL 1, METHOD 'A' PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS S H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE 3. b - EXCAVATION DEPTH AS SHOWN (IN PLANS OR TO FIRM HEARING SOIL. CIRCULAR PIPE L D - OUTSIDE DIAMETER OF PIPE. 2 d INSIDE DIAMETER 13F PIPE. 3 X - WIDTH IMF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12' WHERE d IS LESS THAN 36. X - 18' WHERE d IS 36' AND GREATER, 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL- EARTH FOUNDATIONS LNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC P 30• AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' IPE) OR LESS. S REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30' AND LESS 1N DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6 BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. 31 - OUTSIDE SPAN DIMENSION 13F PIPE, 2, $Z - INSIDE SPAN DIMENSION [IF Ill 3 R - OUTSIDE RISE DIMENSION OF PIPE. WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY BE THE PIPE. X - 12' WHERE Sp IS LESS THAN 36'. X - 19' WHERE IS 36' AND GREATER 5. WHERE DIRECTED BY THE GINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS DANDER ROUTINE ENTRANCE PIPE VHERE'SQ IS 39' OR LESS AND HEIGHT OF COVER 15' OR LESS. 6, REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU BE CLASS i BACKFILL MATERIAL FOR ALL FOUNDATION TYPES F13R ROUTINE ENTRANCE PIPE VHERE'S2 IS 38' OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH L S - SPAN DIMENSION OF PIPE 2, R - RISE DIMENSION OF PIPE 3 H - SEE Il TABLE FOR APPLICABLE PIPE MATERIAL 4, x - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY ID' THE PIPE. x • IV WHERE Sp IS LESS THAN 36'. x - ur WHERE IS 36' AND GREATER 5' WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL. EARTH FOUNDATIONS LNDER ROUTINE ENTRANCE PIPE VHER£'S2 IS 35' OR LESS AND HEIGHT OF COVER 15' OR LESS, 6, REGILLAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTDME ENTRANCE PIPE WHERE S iS 35' OR LESS AND HEIGHT OF COVER 15' OR LESS. SPECFICATION REFERENCE SPECIFICATION INSTALLATI❑N OF PIPE CULVERTS AND STORM SEWERS HEW. , /04 GENERAL NOTES302 107.00 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 F i I a iP PhoFoe-a W L{ s•. • ev I tf• •I ♦ sle+ T� r I�-r-s' -I ■ SECTION A -A else r Txaeglr HOW Ik d-a Cli WAP..bM xeeN Rr eYr 4eNlrrew w'a � I AevdI a•n- C . l2IH')d1i'xI' 1t✓"w ol~ Bon E B e- 9s o A III F AL 1pDeV f 61n/4• e"it ,k' FR NT ELEVA ON �. T QOunw n r-,+r+e4) ''K' A TYPE A NOSE DETAIL SMALL BE USED WITH CO-3 & CO-7 STANDARDS. T A Type B SECTION B-B TYPE B NOSE DETAIL SHALL BE USED WAIN Cl STANDARDS. Ste• ..lase w aeW e®" w g e-- GALNNIZED PUTT: FOR TYPE A TO BE BENT ON Al ANGLE OF 0(P 30NOSE DETAILS CONNECTORS AND I5 TO BE ADD WTIH i/2• X 4' STUD SHFAR WENDED 10 BENT PLATE 2' C-0. Al M 01-3A DI-SB DI-3C tAIR 1• TL-t T L L -----i DETAIL WHEN USED WITHOUT OIIFT C URB For uee Inwgr ER For um an gNod.e Both elan to be Wm i'llI Shed 1 of 2 STANDARD CURB DROP INLET REF, , 12"-30" PIPE MAXIMUM DEPTH (H)=B' VIRGINIA DEPARTMENT 233 .0Y of 302 104 TRANSPORTATION ANC COVER ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN X 4" HOLES EACH END SEE NOTE 1 BACK OF '/ 1 CURB LINE r RADIUS 2" _j I -- 2., DETAIL A PLAN T-DI-3,4 PRECAST • FACE OF BLOCK i.. q 3 BARS �5'/z" 1'-0" .. PRECAST THROAT - 6'1 PRECAST FACE 1 OF BLOCK 2" I #4 BARS �• -'.1 11 61, -` I PRECAST T FACE OF 11/2" I BLOCK NOTE: DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT ADJECENT CONCRETE. OF ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) ACK 2" NOMINAL _-H 2 CURB ONE 45• _. 4" NOMINAL 4" t 2.' - \ } SEE DETAIL A 4" .. 4 . i S/e,. X 4.. I a HOLE FOR `----------------------------' DOWELING '------------- 3/z" TO CURB FACE OF BLOCK BACK VIEW. END VIEW NOTES ALTERNATE ALTERNATE NOSE DETAIL B 1. 2" x 4" NOTCH MAY BE FORMED WITH STRAIGHT SIDES, TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DEtA'LS NOT SHOWN TO BE 1N ACCOx?AN:'- (FOR USE WITH MOUNTABLE CURB) W ?H SKEET 1 OF 2. SHEET 2 OF 2 SPECIFICATION REFERENCE STANDARD PRECAST TOP UNITS 105 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103.06 PEI-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE H GROUND LINE H GROUND LI� rill rrr/ '� riir r/i/ D•12" EEPTH ROCK OR D.12" D,1Y" /! EARTH d d SOILIELDING d D/2 4' D/2 D/2 BEDDING �I b MATERIAL nT MIN. 1/10 D X I I X MATERIAL F+E-D�Jr'1 I MAY,BED '' R X D-�i X E MATERIAL MIN. NANO D I I 1' OF H X D I X 1� MIN. FOUNDATION SOFT. YIELDING, OR NORMAL EARTH FOUNDATION MAX, 2a ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 1- MIN. 1.5 x 0 I _ MIN. 1.5 x D_ I MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x 0 TOP OF TOP OF FILL FILL TOP OF FILL ===-H = rriirr�rJJri rrr�ir/rrr/i/ �H H r/r/i = � rrr/rr J/rr/ //rr/i � / D•12" _ / GROUND J / // JJJe D•12"_ D+12" � !//rrrr e d LINE GIRiOUND d^GROUND LINE _ D/2® r EARTH _ - NC 6 MIN. 1/10 BEDDING UROC NY ELD MIN_ 1/10 D I SOIL X D X MATERIAL MIN. 1/10 D^ BEDDING !`EARTH X D X -X-- BEDDING g'QFER MATERIAL MATERIAL NORMAL EARTH FOUNDATION MN' B"• ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX.24" OTHERWISE UNSUITABLE MATERIAL MATERIAL IN ACCORDANCE WITH NOTES, ®BEDDING SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS REGULAR BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN SPECIFICATIONS. EMBANKMENT AGGREGATE SIZE 25 AND 28 MAY BE USED IN PLACE OF CLASS I BACKFILL. SHEET IOF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REFERENCE REFEWN E CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 REV B/Q 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 TABLE OF QUANTITIES 0I-3A,313,3C I L AREA OF SLOT REINFORCING STEEL TYPE Concrete BARS A BARS B BARS C BARS D BARS E BARS f BARS G WEIGHT Ft. S . Ft. Cu. Yds. No, Lin. Ft. ik No. Lin. Ft. Ik' No. Lin. Ft. No. Lin. Ft. No. Lin. Ft.tlt No. Lin. Ft. No. Lin. Ft.* Lbs. DI-3A 2'-6" 1.15 2.26 - t T-7•' 3 3' 2" 6 1'-0" 22 4' 1.83 2.59 5 1'-6" 2 6'-7" to. 6'-10" 3 5 '-7" 3 3'-2" 4 i'•6" 3 1' - " 8 4 1'- 0 64 6' 2.75 3.02 5 3'-6" 6 V-7" to 6'-10" 3 5'-7" 3 3'-2" 4 31-6" 3 11-6" 4 1'-0" ill 67 4 5 5'-6" 1 0 3 5'•7" 3 3' 2" 4 5'-6" 3 1'- '• 6 4 1'-0" 158 I D 3B 1 0 4 .58 3.90 5 T-6" i 4 6'-7" to 6 '-10" 3 5'-7" 3 3'-2" 4 7'-6" 3 1'- " 6 4 1•-0" 20 4 12' 5,50 4.34 5 9'-6" 18 3 5'-7" 3 3'-2" 4 W-6" 3 11•6" 4 1'-0" 251 14' 6.42 4,78 5 11'-6 22 '-" " to 6`10" 3 T-7" 3 3'-2" 4 11'-6" 1 3 11•6" 4 t'-0" 298 16' 7.33 5.22 5 13'-6" 26 6'-7" to 6'- 10" 3 5'-7" 3 3'-2" 4 13'-6" 3 i'-6" 4 345 18' 8.25 5.66 5 1 '- 5 6 30 '-1 '-7" 0 3 5'-7" 3 3'•2" 4 1 '- •' 5 6 3 F- " 6 4 1'- 391 20' 9.17 6.09 5 17'-6" 34 61•7" to 6'-10" 3 5'-7" 3 3'-2" 4 17'-6" .3 11•6" 4 i'-0" 438 6' 2.75 3.01 10 11-9" 4 6'-7" to 6•-10" 5 5'-7" 3 3'-2" 8 1'-91• 6 V.6" 2 1'-0" ill B' 3.67 3.45 10 V-9" 8 V-7" to V-10" 5 5'-7" 3 3'•2" 8 '-9" 6 1-6" 2 •- 158 10, 4.58 3.89 10 3'•9" 12 6'-7" to 6'•10" 5 5'-7" 3 3'-2" 8 3'•9" 6 1'-6" 1 2 1'- 205 12' 5.50 4.33 10 4'-9" 1 16 W-7" to 6'•10" 5 5'-7•' 1 3 3'•2" B 4'-9" 6 11-6" 1 2 1'-0" 252 01-3C IV 6.42 4.77 10 5'-9" 20 6'-7" l0 6'•10" 5 5'-7" 3 .3-2" 8 5'-9" 6 1'-6" 2 1'-0" 298 16' 7.33 5.21 10 6' 9" 2a 6'-T' io V-10" 5-7^ 3 3'-2" 8 6' 9" 6 1'-6" 2 1'- " 345 18' 8.25 5.65 t0 T-9" 28 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 T-9" 6 i'-6" 2 1'-0" 392 20' 9.17 6.09 10 B'-9" 32 6'-7" to 6'-10" 5 5'-7" 3 3'-2•' 8 8'-9" 6 i'-6" 2 11.01. 439 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JO TS WILL APPLY ONLY TO 2. THE "H:' DIMENSION SHOWN ON THE STANDARDS ABUTTING CONCRETE TO PREVENT TO ABU E CURB AND CUTTER AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 1 . 6 CONCRETE UANTITE C E O SHOWN ARE FOR DEPTH S O PIPE TO THE TOP OF THE STRUCTURE. 8, 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITH T PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL, WEEP HOLE WITH DISPLACED BY PIP - MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH ''/a' MESH OBTAIN TRUE QUAN ITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03",NUMBER 4 MESH HARDWARE CUBIC YARDS OF C NCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE, TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE RON AS SHOWN ON SHEET 1 6-1, THE COST OF FURNISHING AND PLACING ALL 9, ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L 4,16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". 1 INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. * DENOTES LENGTH 'OF ONE (I) BAR. 10, ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS .BY 2". 19. ALL REINFORCING BARS TO BE # S. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE if. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SF APED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB Sheet 2 of 2 SPE(]"`ATION STANDARD CURB DROP INLET REFERENCC 233 12" - 30'' PIPE: MAXIMUM DEPTH (H) = 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE, I I I I 1 I I I I • 1 \\\L SLOPE TO DRAIN TO INVERT OF OUTLET PIPE _CTION A -A IF TREATMENT IN DROP INLETS WHEN DIFFERENT SIZES OF PIPES - . ARE ENCOUNTERED. SLOPE TO DRAIN Tn \\ \\ TO INVERT OF OUTLET PIPE NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \ - THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ \ ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. °� THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR B nu. AS Cl.EXCEPT THAT % F COARSE AGGREGATE.MAY BE CLASS , E 25 0 C ' UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, oh`: BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. „K DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED '-- INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION "`f` wx STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE R+12" TOP OF FILL R-12" TOP OF FILL H-GIRO R•12" TOP OF FiLL = H GROUND LINE GROUND LINE H / R EARTH ! R S R S2 EARTH R/2 4" R/2 ROCK OR UNYIELDING R/2 - �� BEDDING SOIL b < MATERIAL MIN. NANO R 51 BEDDING MATERIAL �52-ix I BEDDING MIN. NANO R t �" MATERIAL X �S1-Yi X �rt MIN. i/10 R I X X X MIN PER 1' OF H FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ell ulA"ic a" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 1 _MIN. 1.5 x 5, . 1.5 x�y� (R•12" L MM. 1.5 x S I -W MIN. 1.5 )LSxy� �"I� 1=MIN. 1.5 x 5 MIN. 1.5 > TOP OF FILL R+12"� TOP OF FILL TOP OF FILL H _ H H FUNDGROUND r 2 - CROUN R S2� .� R S2 -LINE ���LINE EARTH �iT ROCK OR ^ b 4„ MIN. NANO R f BEDDING X F•�E-51� X TERIAL N.7/7D R dp UNYIELDING SOIL X If S, . X BEDDING MIN, 1/10 R BATDI� EARTH PER V OF H _ MATERIAL MATERIAL NORMAL EARTH FOUNDATION MIN. 8", MAx.24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL MATERIAL IN ACCORDANCE WITH NOTES, ®BEDDING SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS CLASS I BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSHED CLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN REGULAR BACKFILL MATERIAL IN ACCORDANCE AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. EMBANKMENT SHEET 2 OF'4 INSTALLATION OF PIPE .CULVERTS AND STORM SEWERSE mi REF 8/07 ELLIPTICAL PIPE BEDDING AND BACKFILL - METHOD "A" 3D2 107,02 VRGB'AA DEPARTMENT OF TRANSPORTATION 303 INSERTABLE SHEET A59 CG-12 GENERAL NOTES: - 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. II IF PRECAST) I RECAS 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE P F F 1 LENGTH IN THE F P STRIAN RAM FLOOR BY 2 FOOT N LE C E 0 EDE 0 TRAVEL. OTHER TYPES 0F MATERIAL WITH THE TRUNCATED DOMES DETECT ABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR F CONSTRUCTION JOINT WITH REQUIRED LODR OR BY USING PERMISSIBLE CONS RUC ON JOARS. B 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE,SHALL BE CLASS A-4. 5'MIN 5. REQUIRED BARS ARE TO BE NO X 8" PLACED VCENTER TO CENTER ALONG 1 BOTH SIDES OF THE RAMP FLOOR. MID-DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2". 124 MAX. 6. CURB / CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS P DIRECTED Y H N IN R AN SHOULD NOT AS SHOWN ON AN OR AS OREC ED B THE E G EE 0 BE LOCATED BEHIND SVEHICLE STOP LINES; EXISTING LIGHT POLES, FIRE v 12:1 011 HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL +2e1 MAX_ ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5'u�1N * ;K AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN ' AT * , 2" HIGHER THAN . THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT :K iK ,SAME AS TOP OF CURB I PERPENDICULAR TO THE CURB, 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT TYPE C M T NREQUIREMENTSF ANTI IPATED HEAVY TRUCK ACCOMMODATE THE TURNING O C TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. - 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 16" - 2 4" TRUNCATED DOME :C'C 0 0 0C-C 0 0 O - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + < O O O O O O O O O 0 O O 0 O O_ N L? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - U O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0= 0.2 5% OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� 50% - 6 L TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.9" - t,4" VARIABLE -BASE DIAMETER 4'MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE REFFEREERESPENCCEE I REV. 7/09 GENERAL NOTES 105--III 203.05 AN DEPARTMENT OF TRANSPORTATION 502 CG-n I I I I Al a STREET APPROACH SAME SLIRFAC4G (RAOEIS I TO BE AS I AS MAINIINE ROADWAY (SEE NOTE a) GENERAL NOTES ON PLANS) C L p pR �T E� � I I CONNE TIO t'SMUST � CESIONED NCl & _-sIHOWN OiADNS TO BE AS WITH AASHTO POLICY AND THE APPLICABLE % RADIAL COMBfNATN SHOWN ON PLANS) REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL CURB AND / CO-6 ( GUTTER NOTE 7) 2. WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE / Q• TURNINO iEQUIREMENTS OF ANTICIPATED HEAVY TRUCK DEPTH FOR SIDEWALK Ill CURB RAMPS TRAFFIC THE WITH1IN tHE LIMITS OF THE RADISHOULD BE I INCREASED TO 7". (SEE NOTE z) a, e" OPTIONAL LINE FLOW LDNE� 3. WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CO-7 THE CURB FACE ON THIS STANDARD 13 TO BE TMO MATCH THE MOUNTABLE CURB EXPANSION MANSION JOINT JOINT 4. SEE STANDARD CCI-12 FOR GARB RAMP DE99N TO BE _ 11BED WITH THIS STANDARD. NOTE, WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPIl SECTION, A -.I 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. PLAN VIEW ENTRANCE NOTES 6. PLAINS AM TO INDICATE WHEN CONSTRUCTION OF A FLOW MAONIU E ROADWAY SLOPE LiE B REQUIRED TO PROVDE POSfTNE DRAINAGE ACROSS 10'PARABOLI CURVE THE ENTRANCE. EDGE OF SHOUToER oR OPTIONAL FLOW LIE aX MAX. ® SLOB CHANGE ® _, 7. MAR0.PE PAVEMENT SHALL BE CONSTRUCTED TO THE li/W LINE (EXCEPT ANY SUBORADE STABILIZATION WHICH IE RE RED FOR MAINLINE PAVEMENT CAN OMI N THE ENTRANCE.) MAINLINE ROADWAY 8X MAX. ® ,- D "' 8. RADIAL CURB OR COMBINATION CURB AND GUTTER SLOPE CHANGE - - ® SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 40'MIPAWY FOR STREET CONNECTNN 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 20' MINIMUM FOR 0" ARE LISTED N THE ALLOWABLE ENTRANCE GRADE 6'MDR. COMMERCIAL ENTRANCE TABLE-HESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. IN CONSTRUCT OR" CHANGES WITH A PARABGUC CURVE. ALLOWABLE ENTRANCE GRADE CHANGES SECTION A - A ENTRA4(E VOLUME GRADE CHANGE "0" DESIRABLE MAXIMUM H 04 I MORE THAN 1500 'VPD 0 X 3 X MEDIUM 500-iwo VINO S 3 X ex LOW LESS THAN 500 VPD Sax B x t;• NOTE, ALLOWABLE ENTRANCE GRADE TABLE IS NOT CLASS A3 ►, �• APPUCAOF TO STREET CONNECTIONS CONCRETE SECTION C-C SPECIFICATIONMETHOD OF TREATMENT- RIEFERENCE CONNECTION ^F�OORR�r�SppT//R'�yEpw�,ET INTERSECTIONS 1502 AM C\AII WRCI& ENTRANCES REV 8/07 VRGNIA DEPARTMENT OF TRANSPORTATION 203.04 R_13 ENO ON OUTLET END-SECTgfr. �FPIGOT END ON INLET ErsU-SECT1011 X-------'` X PLAN � B �-DAR OR STEEL�- FABPoC REINFCARCEWITIT-\ ~ � T L Ir PAY LINE SECTION X-X SLOPE DETAIL END SECTIG/N DI MEN:,I�JNS ;FAIN X Ill A. 6 r_ L E 23" x_14" 6,, 2-3" 3 10" 8-W 2-8• 30, X 91, 91' 2 -11" IS" X, 24" T-„ S-s" 2-V E 2„ 41-D" e2" X 27" 1.) 4'•6 r-6" 6.2" 51•0- s':' )( 29" t3" 4'•11.. S,•3,. 6.,2., 5,.6.. q3,, x 34 IS" 5--3.. SPAN � 1 •.r rr __ r 'I` RISE 1••�----- E -sl 11 END VIEV/ C014CRETE TO BE 4D:*3 Psis 1A(NRNSM FLARED END -SECTION FOR 23" X 14" TO 5 " X 34" T�FERENCEN kl'�202 ELLIPTICAL. CONCRETE PIPE CULVERTS` VIRGINIA DEPARTMENT CF TRIWSPORTAiVq p5 DOWELS, 8" LONG A PERMISSIBLE AT 12" C-C -�1 CONSTRUCTION 5' MIN, JOINT - 121 MAX _771y z 12:1 MAX B Ar. B L RAMP �I TRUNCATED (SEE TABLE) DOMES 0MES A SEE SHEET , OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1 20 :1 48 :1 2 MIN. -I SECTION A -A P RMI I E SS BLE - CONSTRUCTION JOINT CLI SECTION B-B NOTE:' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. - TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 INSERTABLE SHEET A59 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' MIN A% N R Z A 4' SQUARE LANDING AREA F OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK CROSSWALK WITHIN THE MARKED CROSSWALK AREA. CG-,2 NOTEr THE REQUIRED LENGTH OF A PARALLEL RAMP - IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4' SPECIFICATION REFERENCE CG-12 DETECTABLE WARNING SURFACE 02 TYPE B (PARALLEL) APPLICATION REV.7/05' VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 O ice, F-1 W 0 o C) F-' �®�/1 Vl 5 ^ U �' �^ J CL Q 'N 172 A (� Cl I Q I ® a-e C- N RANDY L. K PLER Lic. NO.32809 , 1 ZL r ®ri A rI CO U W w l� 0 1-4 1 a w �i N >= w I. W H-'•M I W W co z 3 DATE: 06/27/013 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2804SN SHEET 15 OF 18 08-051 r� • n0 a) W i•. I I INSERTA LE SHEETA142 END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" - 160" PIPE-1 ENO ON ENN OUTLET DCTION HUB END ON OUTLET ENO -SECTIONS SPIGOT END ON INLET END -SECTION 1 � r CONCRE r- - BE PSIT - E 4000 UNWE TO 14 I E 4000 PSI MINCONCRETE IMUM PLAN PLAN �- C B DIAMETER DWETER I OF PIPE OF PIPE F1lINl' I STEEL FABRIC REIAFQItCEMENT + t 4 f A / TA ` / / f D E PAY OLINE E f AY LI I END VIEW SECTION X-X SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIMETER A B C D E 12" 4- 2'-0• 2'-0" 4'-D- 2:-D" Te q.:n 2 4" -7• 2.11. 8'-1" W- " 7" 10 . 4'-D" •T• ,-1" 4 - " 33" T-1 " 4'-101 ,. 2._31 " 7._1 „ rs._6,. 35' T-3" 56-3" 2'-10 S'- 6'-0" n .- ,_ „ „ 84" 2'-S' S'-S" 7- 7-6" 21-IP '-3" END SECTION DIMENIONS PPE DIAMETER A B C D E 12" 4" 2'-0" 4-r &-Y 2'-C" t n n ,_ r, - ._ 2.4.1 a " T-it" 6'-r Y-5" 24" 10" a'- 4'-0" 27" 4'- a'-1 4 6' gry' 1''0` 4' ' r-7 : Y-0 33" T- b'-t0f 3'- i' S'-i se r•3° a •to a'-t 6 -D" 48" 2'-N' a'-Y" : " T- " 34^ 2'-3" S'-5" 2' 11- 8'-4" T-5" 60" 2'•6" 9' 3'-3" s'•O" F RP LENGTH 0 E PAY LILAC R C B NOTES) PIPE LENGTHS SHOIYN ON PLANS ARE BASED ON Eno -SECTION DESIGN SHOWN ON THE LEFT. W THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RX7HT LENGTHS WILL K REDUCBY - CULVERT - THE DFTEI3ED ENCE IN DMENSION "D". SLOPE DETAIL SPECIFICATION REFER14C FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGNA DEPARTMENT OF TRANSPORTATION REV. 7/01 ro2A1 b BEDDING MATERIAL (SEE NOTE 1) (SEE NOTE 2) (SEE NOTE 2) SECTIONAL ELEVATION NOTES 1. BEDDING MATERIAL IS TO BE AGGREGATE SIZE 25 OR 26. IF FOUNDATION HAS STANDING OR RUNNING WATER PRESENT, THEN AGGREGATE fNO.57 SHALL BE USED FOR THE DEPTH SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER, CAPPED WITH 4 INCHES OF AGGREGATE NO.25 OR 26. 2. WIDTH OF BEDDING MATERIAL SHALL EXTEND A MINIMUM OF 6" BEYOND THE BASE OF THE STRUCTURE ON ALL SIDES. 3. HEIGHT OF STRUCTURE (H)IS MEASURED FROM THE INVERT OF THE STRUCTURE TO THE TOP OF THE FRAME AND COVER OR CONCRETE DEPEiJDING ON STRUCTURE TYPE. SEE APPLICABLE ORANAGE STRUCTURE STANDARD FOR DETAIL. IIVJLK I HULL J)HLL I A'Itit) BEDDING THICKNESS TABLE FOUNDATION BEDDING THICKNESS TYPE (b) NORMAL EARTH 4" FOR H < 10' 6" FOR H ) 10' ROCK 1" PER FOOT OF H, MAX. 8" SOFT & YIELDING AS SPECIFIED ON THE PLANS - OR AS DIRECTED BY THE ENGINEER DSB-1 SPECIFICATIONPDRAINAGE REFERENCE 302 FOR DROP INLET, MANHOLE, AND JUNCTION BOX NEW 9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 1D6.15 PP-1 8"XB" Opening far Backfill re lanotion at be ends of Box Cowart. Existing Be. Culvert B"X8" Opening for Bockfill r°" A Installation at both ends of Pipe. Existing Pipe (�C Bock till B ackfill Double row bricks shall be ern toY ed P Double Row Bricks shall be employed L� C Double Row Bricks ,2n LA-'(` '• Existing 12" Min. Invk .1ert elevation SECTION C-C SECTION A -A 2Variable Up to 66" 0 Pipe Existing Pipe 1�. Min. 12" Min. - ('B I I I+ --I Mortar Existing Class A-3 Cone. Pipe Welded Wire Fabric: Concrele 3 x 3. W4.5x W4.5 4-' (36" - 105" Pipes) Brick -- *' 3 x 3, W2.5 x W2.5 Masonry q.(30" 1, Smaller Pipes) a 2' for 30 W Smoller Pipes " 3" for 36" - 108" Pipes \\ Backfill Sugggested 4- 4" for 30 Smaller Pipes Le8 `Existing Pipa Opening to 6" Nor 36" - 108" Pipes SECTION OF BRICK MASONRY .ckf installation of s of Pipe bath PIPE PLUG SECTION OF CONCRETE PIPE PLUG SECTION OF PRECAST PIPE PLUG (Male End) nds of Pipe for ."type. of Pipe plugs- ! Male er Female plug design SECTION B-B to be furnished where applicable. / NOTES: Bockfdlie to be either Flowable Bockfill or Fine Agg eg its s Per the SPPe ifications and is to be paid os cubic yards of Flowable 0oakfill. For placement of structures, see roadway plan sheets. Concrete brick may be used in lieu of clay brick. Jumbo brick willbe permitted. ® Precast notes : Concrete to be 4000 P. S. 1. Min. Compressive strength. Concrete and Reinforcing Steel shall be in accordance with AASHTO M170. Detail shown for Precast Plug Is representative only, other manufacturer's design willbe acceptable upon approvolby the Engineer. OUANTITIES Pipe Size Size Cu. be per linear foot Cu-yae per Each Cana. Plug 12" 0.029 013 15"0 04.11 .029 18" 0,065 .049 244• 0.116 .100 30" 0.182 .156 36" 0.262 . 46 42" 5 54" 0.5 .573 64 2^ 1.0 1.031 1. 3 84•• 1.425 1.409 90" 1.636 1.121 62 4 2.086 56 2.34 SPECIFICATION DETAILS FOR BACKFILLING ABANDONED CULVERTS REFERENCE VIRGINIA DEPARTMENT OF TRANSPORTATION 107.22 LEGEND PAGE A -FLAT SLAB TOP WITH FRAME AND GRATE (T-DI-1) 103-03 8 -DROP INLET TOP UNIT (T-0I-2) 103.04 C- THROAT FACE BLOCK (T-DI-3,4) 103.05, 103.06 D -CURB DROP INLET THROAT SECTION (T-0I-3,4) 103-05, 103.06 E - SPACER UNIT (T-MH-2) 103.09 ' F -FLAT SLAB TOP WITH HOLE (T-&1H-2) 103.09 G- DROP INLET TOP UNIT '(T DI 5) 103.07 I - DROP INLET TOP UNIT (T-01-7) 103.08 J -FLAT SLAB TOP UNIT (T-MH-2) 103.09 K-MANHOLE FRAME AND COVER (T-MH-1) 106.02 THRU 106.06 L -SPACER UNIT (T-MH-2) 103.09 M- CONCENTRIC TAPER UNIT (T-MH-2) 103.09 N-ECCENTRIC TAPER UNIT (T-MH-2) 103.09 - 0- RISER UNIT (R-1) 103.10' - P-FLAT SLAB REDUCER (R-2). 103.10 0 TAPER'REDUCER (R-3) 103.10 R- MONOLITHIC BASE UNIT - OVER W DIA. (8-1) 103.11 S -DOGHOUSE BASE UNIT OVER 4' DIA (B-2) 103.11 T - FOOTING (B 2) 103.11 U- TEE SECTION BASE UNIT (B-3) 103.12 V - MONOLITHIC BASE UNIT - OVER 4' DIA. (9-1) 103.11 W- DOGHOUSE BASE UNIT - OVER 4' DIA. (8-2) 103.1, X - FOOTING (B-2) 103.11 ALTERNATE JOINT DETAIL 103.03 GENERAL NOTES - PRECAST PRECAST STRUCTURES WILL CONFORM M TO SECTION 1 F THE SPECIFICATIONS. C 05.04 0 H_ SPEC CA IONS. 3' DIAMETER WEEP HOLES WILL BE RE U1RED IN PRECAST STRUCTU RE LOCATED EDTHE MANUFACTURER WILL HAVE THE OPTION 0F SELECTING TH COMBINATION F E0 ADJACENT TO THE PAVEMENT TO DRAIN SUBBASE.. PLACEMENT OF WEEP HOLES IN PRECAST UNITS TO COMPLETE A STRUCTURE UNLESS OTHERWISE NOTED ON THE THE PRECAST UNT WILL BE DETERMINED BY THE PROXIMITY OF THE STRUCTURE PLANS. s 70 THE SUBBASE. WEEP HOLES MAY ALSO BE REQUIRED IN OTHER STRUCTURES "H" WHEN CALLED FOR ON THE PLANS OR DIRECTED BY THE ENGINEER. THE (LINEAR FEET FOR. MANHOLES). DIMENSION SHOWN ON THE STANDARDS AN P D SPECIFIED ON THE PLANS WILL DE MEASURED FROM THE INVERT OF THE WEEP HOLES WILL HAVE 12" X 12'1 PLASTIC HARDWARE CLOTH, 1/4" MESH OUTFALL PIPE TO THE TOP OF THE MASONARY STRUCTURE. PLAN "H" DIMENSIONS OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH ARE APPROXIMATE E ROX TE FOR ONLY ESTIMATING L ES MAT( G PURPOSES AND THE ACTUAL DIMENSIONS HARDWARE CLOTH ANCHORED FIRMLY TO OURSIDE OF STRUCTURE: SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. PRECAST UNITS LOCATED• ADJACENT TO CAST -IN -PLACE CONCRETE ITEMS, SUCH IN THEEVENT E EN THE INVERT OF THE OUTFALL 0 E OU FALL PIPE I HIGHER THAN THE OTT F S BOTTOM 0 AS FLUMES, IT LU ES DITCHES, CUTTERS. I E SAND SIDEWALKS SHALLCONNECTED BE CO EC ED TO TH ' E T STRUCTURE, THE S RUC UR THE INVERT H T T E, EOF THE STRUCTURE LIRE SHALL BE SHAPED WITH CEMENT ADJACENT UNIT BY MEANS OF•NO. 4 SMOOTH STEEL DOWELS SPACED ON MORAR T PREVENT 0 RE ENT STANDING OR P I T D G ONDNG OF WATER IN HE STRUCTURE. THIS APPROXIMATELY 12" CENTERS THOUCHOUT THE CONTACT LENGTH AND EXTENDING WILL APPLY TO ALL STRUCTURES MEETING THIS CONDITION AND IS NOT TO BE AT LEAST 4" INTO BOTH THE PRECAST UNIT TO RECEIVE THE CONFUSEDI T WITH STANDARD IS 1 H T FOR I H E COS R INVERT SHAPING SHALL BE INCLUDED 5 " DOWELS, THEY SHALL NOT EXCEED /I DIAMETER. IN THE PRICE BID FOR THE STRUCTURE. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED WHEN SPECIFIED IN THE WHEN SPECIFIED ON THE PLANS THE INVERT IS TO .BE SHAPED IN ACCORDANCE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION: WITH STANDARD IS-i. .THE COST OF FURNISHING AND PLACING ALL MATERIALS REFER TO STANDARD SL-1 FOR SAFETY SLAB INFORMATION. INCIDENTAL TO THE SHAPING IS TO BE INCULDED IN THE PRICE BID FOR THE STRUCTURE. 73r 4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. ALL PRECAST STRUCTURES TO BE CONSTRUCTED WITH 4000 PSIMINIMUM CONCRETE. STEPS IN ACCORDANCE WITH STANDARD ST-1ARE TO BE PROVIDED IN ALL MANHOLES AND IN ALL DROP INLETS WITH AN "H" DIMENSION OF 4'-0" OR GREATER, GENERAL NOTES -.PRECAST ' VIRGINIA DEPARTMENT OF TRANSPORTATION -. REV. 7/05 103.02 18" MIN. r1) If / 181, GROUND LINE n DTI �1111 I I I; I1=-I 11=ll_E�LL11=1 BEDDING MATERIAL - EARTH OR ROCK H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. FOR NORMAL EARTH FOUNDATION: BEDDING MATERIAL IN ACCORDANCE WITH FOR PRECAST AND CAST IN PLACE BOX CULVERT b - 6" ® SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR ROCK FOUNDATION: FOR PRECAST BOX CULVERT b - I/4" PER 12" OF REGULAR BACKFILL MATERIAL IN ACCORDANCE H - 8" MIN., 24" MAX. WITH SECTION 302 OF THE ROAD AND BRIDGE FOR CAST IN PLACE BOX CULVERT b-DEPTH AS SHOWN SPECIFICATIONS. ON PLANS OR WHERE NO BEDDING IS SPECIFIED BOTTOM SLAB TO BE KEYED INTO EXISTING ROCK FOUNDATION. FOR SOFT, YIELDING OR OTHERWISE UNSUITABLE FOUNDATION: FOR PRECAST AND CAST IN PLACE BOX CULVERT EMBANKMENT b - DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL: - SHEET 4 OF 4 ICATCH INSTALLATION OF BOX CULVERTS SPEREREHffERENE CE REV-1/04 BEDDING AND BACKFILL METHOD ''AIL 302 107A4 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 DETAIL 1 2111 KAP) A -A SECTION B-B DETAIL 2 TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS Al CLASS At DRY RIPRAP 8 fps 18 CLASS I CLASS I DRY RIPRAP 14 fps 24 . CLASS I CLASS II DRY RIPRAP 19 fps 36 )S Um I •• MIN. 35 1 1 NOTES) 1- FOR MULTIPLE LINE INSTALLATIONS, DIMENSION 5 IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION 15 SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTLE FABRIC TO BE INSTALLED UNDER CLASS A1,I,AFD A MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT F({R BOX, ELLIPTICAL OR ARCH CULVERT. B USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE. BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION -3H TYPE B N57ZATION 6H 204 CULVERT OUTLET PROTECTION 303 VIROAIA DEPARTMENT OP TRANsPORTATix REV 6/07 414 - 1111 r COVER A Q `Q�� NON -TRAFFIC CONDITIONS Q❑❑ ❑❑a��` A ❑❑❑❑ 11❑❑0 A T ❑❑ ❑❑' I R 0•0.T. I LETTERING 1 ❑ ❑ OPTIONAL ❑ ❑ 1111 ❑ ❑ ❑ ❑% 1. / APPROX. WEI PLAN TOP 2z- DIA. - SECTION A -A I t MAtaiINED 241 •' OLk �S" )^ COVER B r 22%" Bilk _I - TRAFFIC /`❑ 01 ❑ w I. CONDITIONS �+ MACHINED ///4❑ Eli. ❑ 1>> f s I I • / 1 � A A A- ❑ f "cis'-' io 20" CIA. �N- R 1 `1 7 LETTERING f ,\<-� C LJ 01 OPTIONAL / ❑ 'o �i ❑ a4" Dla. � � / I _I II =C I� 33" DIA ❑ LJI cc]/ APPROX. WEICHT I Atli 4/ ID COVER S LBS ± I� i� FRAME TOP EiTFER COVER A OR B MAY BE USED WITH FRAME. APPROX_ WEIGFTT 2T' DIA, - COVER 170 LDS. t n I MACHINED SECTION A -A SHEET 4 OF 5 /P0CFlC4TdN STANDARD MANHOLE FRAME AND COVER 224 REY.7/O2 302 VIRCINIA DEPARTMENT OF TRAII�ORTA710IN -6.04 TABLE Al - ALLOWABLE TYPE OF STORM. SEWER PIPE FOR ROADWAYS THAT ARE CONSTRUCTED. FUNDED OR WILL ULTIMATELY BE MAINTAINED BY VOOT FUNCTIONAL CLASSIFICATION OF ROADS SYSTEM UNDER WHICN,PIPE IS TO BE INSTALLED LOWER F TIFC RURAL PRINCIPAL TE , URB RINCIP ARTERIAL, RURAL. MINOR ARTERIAL, URBAN MINOR ARTERIAL_, 0 URBAN RVAU RURAL COLLECTOR ROADS URBAN.COLLECTOR STREETS, SUBOlYISIOiN STREETS WI -If{ AN MT GREATER THAN 4000 LOCAL SUBDIVISION STREETS ADI LESS DIM( OR STREET. WITH AN EOUW- TO 4000 ALLOWABLE PIPE STATEWIDE CULVERTS STATEWIDE LOCATION SHOWN NOTES I 2 EXCEPT LOCATIONS SHOWN IN TABLE 8 IN TABLE 8 CONCRETE ✓ . COUUJMI�UUGOqMTED STEEL 2 FULLY�CONCCRETE LINETED D 1/ NOTE 3 ALUMINUM COATED, TYPE 2 STEEL SPIRAL RIB ' NOTE.3 POLYMER COATED (10/101 CORRUGATED STEEL SPRAL RIB NOTE 3 POLYMILIR COAtCO (10/10) CQQqF(UGATED STEEL DOUBLE WALL (SMOOTH INTERIOR) ✓ ✓ ✓ NOTE 3 ALUMINUM SPIRAL RES NOTE 3 ✓ POLYVNYLCtfLORR)E (PVC) RIGS ED. PIPE 1✓ ✓ ✓ (SMOOTH INTERIOR) POLYETHYLENE (PE) CORRUGATED t/ ✓ ✓ TYPE S TABLE C ALLOWABLE ALLOWABLE ALLOWABLE PIPE TYPE PH RANGE RESISTIVITY RANGE VELOCITY (FPS) (SEE NOTE B) (SEE NOTE 5) MIN. MAX. WINi MAX, MAXIMUM ALUMINUM COATED TYPE 2 5.0 9.0 1500 5 CORRUGATED STEEL GALVANIZED STEEL . STRUCTURAL PLATE WITH 6.0 9.0 2060 10000 15 CONCRETEINVERT. GALVANIZED STEEL 0.0 9.0 2000 7006 5 E STRUCTURAL PLAT POLYMER COATED (10/10) q.D 9:0 ?So,- 95 CORRUGATED STEEL UNCOATED GALVANIZED 6.0 10.0 2000 7000 5 CORRUGATED STEEL CORRUCATED ALUNINUM 4.0 9.0 50D - 5 ALLOY CORRUGATED ALIIAIINUM 4.0 0.0 500 - 5 ALLOY STRUCTURAL PLATE ALUMINUM SPIRAL RIB 4.0 910 500 5 ALUMINUM COATED TYPE 2 50 9.0 1500 - 5 SPIRAL. RIB - CORRUGATED STEEL ALUMINUM COATED TYPE 2 5-0 0.0 1500 15 FILLY CONCRETE LINED. POLYMER COATED . CORRUGATED STEEL 4.0 9.0 750 - 15 SPIRAL RIB POLYMER COATED CORRUGATED STEEL 4.0 9.0 1 750 - 15 DOUBLE WALL NOTES. 9. ALLOWCONFORM TO YTHEE CRITERIA PIPES SHOWN N TAB ES A. Ail, IC AREA 9 � C. TABLE ® ANY DEVIATION MUST BE X T'ROVED BY THE S7ATE L&ATK)N EXCEPTIONS.70 STATEWIDE APPLICATIONS AND DESIGN ENGINEER AND THE DISTRICT MATERIALS ENGINEER. COUNTIES' (INCLUDING TOWNS) CITIES 2. 0 ER IGH Tf OFCOVERRLMAPONSRT �STFORYPE AND MAXIMUM ARLINGTON • EAST DF AND SURRY - EAST OF AND SUFFOLK - EAST OF AND 3. SEE TABLE C FOR MINIVUM AND MAXIMUM pH, RESISTIVITY, AND INCLUDING RTES, 95 & 395 INCLUDING RTE. 10 INCLUDING RTE. 32 VELOCITY LIMITATIONS FOR METAL PIPES_ FAIRFAX - EAST OF AND ISLE OF WIGHT EAST_ OF AND CI4ESAL'EN(E WILLIAMSBVRG INCLUOM RTES. 95 & 395 INCLUDING RTE. 10 4. USE ONLY UNDER ENTRANCES WIIERE TIIIE PIPE SIZE IS LESS VIRGINIA BEACH POOUOSON THAN OR. EOUAL TO 30" DIAMETER (OR EQUIVALENT) AND THE PRINCE WILLIAM EAST OF AND HEIGHT OF COVER IS LESS THAN OR EQUAL TO 15' AND AS AN INCLUDING RIES.05 0 395 HAMPTON PORTSMOUTH OUTLET, PIPE FOR STANDARD DI-13 SHOULDER SLOT INLETS. WESTMORELAND JAMES CITY ESSEX NORTHAMPTON NEWPORT. NEWS LA7NCASTER AtCCOM1ACK MIDOLESEX STAFFORD NDRFOLK 5. ALLOWABLE VELOCITY WHERE ABRASIVE BEDLOAD IS PRESENT OR ANTICIPATED. MAXIMUM VELOCITY BASED ON 10 YEAR DESIGN MATTHEWS SPOTSYLVANIA YORK KING GEORGE ALEXANDRIA DISCHARGE (0). GLOUCESTER. NORTHIUM(BERLAHD RICHMOND FREDERICKSBURG a, pH VALUES APPLY TO BOTH THE SOIL AND WATER. SHEET 18 OF 18 SPVCFrATM ALLOWABLE PIPE, CRITERIA FOR CULVERTS AND STORM SEWERS 302 VRCNAL DEPARTMENT OF TRANSPORTATION Y 232 107.21 INSERTABLE SHEET A189 _ TPT-1 TRANSVERSE PAVEMENT TIE-IN - TRANSITION LENGTH T/2" MIN - NOTES l771T/ LTJl �j����� 1. TRANSVERSE PAVEMENT TIE-IN SHALL BE USED TO -t111!/� PROVIDE A SMOOTH TRANSITION BETWEEN NEW PAVEMENT TIN V EXISTING PAVEMENT T LAND EITHER EXISTING PAVEMENT OR ANEXISTINGRI E E E G EME BRIDGE DECK AS SHOWN ON THEPANS AND DIRECTED Y L E ED B PLANED SURFACE OR BRIDGE DECK THE ENGINEER. - - 2. THE EXISTING PAVEMENT SHALL BE PLANED A MINIMUM DEPTH OF 111V' THE FULL DEPTH OF PLANING SHALL 6bTH EQUAL THE OF THE ASPHALT OVERLAY. PLANING TRANSITION PAVEMENT DETAIL 3. TRANSVERSE PAVEMENT TIE-INS SHALL BE CONSTRUCTED A MINIMUM OF 10 FEET IN LENGTH FOR EVERY INCH OF DEPTH OF PAVEMENT PLANING PERFORMED. 4. TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHT - EDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. THE VARIATION TRANSITION LENGTH FROM THE TESTING EDGE OF THE STRAIGHT EDGE P/i' MIN BETWEEN ANY TWO CONTACT POINTS WITH THE PAVEMENT SURFACE SHALL NOT EXCEED ASPHALT OVERLAY EXISTING PAVEMENT OR BRIDGE DECK OVERLAYING TRANSITION PAVEMENT DETAIL TEMPORARY PAVEMENT WEDGE PLANED SURFACE NOTES - TEMP.PAVEMENT WEDGE 1. TEMPORARY PAVEMENT WEDGE SHALL BE CONSTRUCTED OF SURFACE MIX ASPHALT A MINIMUM OF 3 FEET IN LENGTH - FOR EVERY INCH OF DEPTH OF PAVEMENT MILLING. EXISTING - BRIDGE DECK EXISTING PAVEMENT- - WEDGE DETAIL SPECFICATION - - - - REFERENCE TRANSVERSE PAVEMENT TIE-IN 10 315 � VIRGINIA DEPARTMENT OF -TRANSPORTATION NEW 9/06' 515 - 305.01 IS-1 • �.� SHAPE TO ELEVATION OF MID -POINT OF - LARGEST PIPE. I ���j j SHAPE TO CONTOUR lilt OF PIPEI I - ) I / -47 // SLOPE TO DRAIN TO INVERT. OF OUTLET PIPE SECTION A -A •4 METHOD OF TREATMENT IN DROP INLETS e' TRANSITION BETWEEN PIPE DIAMETERS - DIFFERENT WHEN S RENT IFF SIZES OF PIPES - ARE ENCOUNTERED. ... SLOPE TO DRAIN TO INVERT OF OUTLET PIPE NOTES � SHAPING OF MANHOLE AND INLET INVERTS Ill ACCORDANCE WITH THIS DRAWLING IS TO APPLY TO THOSE STRUCTURES SPECIFIED - ` ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF 1 STRUCTURE. 4 MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. 4 DETAILED INVERT SHAPING AS THE D D HEREON IS TO CONSIST OF A E E P RT AN CEMENT MIX CONFORMING TO CLASS A3 OR O L D E E NT CONCRETE E E e CLASS C1 EXCEPT THAT 257 OF COARSE AGGREGATE MAY 8E one UP TO 4'1 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE :'y':'• E FT SHALL BE LE SMOOTH TROWELLING. NONE B Y MEANS OF HAND I I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. •� DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE _ 4 PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION - REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION PC-1 TABLE Al - ALLOWABLE TYPE OF STORM SEWER PIPE FOR ROADWAYS THAT ARE CONSTRUCTED, FUNDED OR WILL ULTIMATELY BE MAINTAINED BY VDOT FUNCTIONAL CLASSIFICATION OF ROADS SYSTEM UNDER WHICH PIPE IS TO BE INSTALLED HIGHER FUNCTIONAL CLASS - HFC LOWER FUNCTIONAL CLASS - LFC RURAL PRINCIPAL ARTERIAL, URBAN PRINCIPAL ARTERIAL, RURAL LOCAL ROADS, RURAL MINOR ARTERIAL, URBAN MINOR ARTERIAL, URBAN LOCAL STREETS, RURAL COLLECTOR ROADS, URBAN COLLECTOR STREETS, SUBDIVISION STREETS WITH AN SUBDIVISION STREETS WITH AN ADT GREATER THAN 4000 ADT LESS THAN OR EQUAL TO 4000 ALLOWABLE PIPE STATEWIDE CULVERTS STATEWIDE LOCATION SHOWN EXCEPT LOCATIONS IN TABLE B NOTES 1& 2 - - SHOWN IN TABLE B CONCRETE ✓ ✓ ✓ CORRUGATED STEEL - ALUMINUM COATED TYPE 2 FULLY CONCRETE LINED ✓ NOTE 3 ALUMINUM COATED TYPE 2 STEEL SPIRAL Rib ✓ NOTE 3 POLYMER COATED (10/10) CORRUGATED STEEL SPIRAL RIB ✓ ✓ NOTE 3 POLYMER COATED (10/10) CORRUGATED STEEL DOUBLE WALL ' (SMOOTH INTERIOR) 1/ ✓ NOTE 3 - ALUMINUM SPIRAL RIB NOTE 3 POLYVINYLCHLORIDE (PVC) - RIBBED PIPE ✓ ✓ (SMOOTH INTERIOR) POLYETHYLENE (PE) CORRUGATED ✓ ✓ TYPE S TABLE 8 EXCEPTIONS TO STATEWIDE APPLICATIONS COUNTIES (INCLUDING TOWNS) CITIES ARLINGTON - EAST OF AND SURRY - EAST OF AND SUFFOLK - EAST OF AND INCLUDING RTES. 95 & 395 INCLUDING RTE. 10 INCLUDING RTE. 32 FAIRFAX - EAST OF AND ISLE OF WIGHT - EAST OF AND CHESAPEAKE WILLIAMSBURG INCLUDING RTES. 95 & 395 INCLUDING RTE. 10 VIRGINIA BEACH POOUOSON PRINCE WILLIAM - EAST OF AND INCLUDING RTES. 95 & 395 HAMPTON PORTSMOUTH WESTMORELAND JAMES CITY ESSEX- NORTHAMPTON N.EWPORT NEWS LANCASTER ACCOMACK MIDDLESEX STAFFORD NORFOLK MATTHEWS SPOTSYLVANIA YORK KING GEORGE ALEXANDRIA GLOUCESTER NORTHUMBERLAND RICHMOND I FREDERICKS13URG TABLE C ALLOWABLE ALLOWABLE ALLOWABLE PIPE TYPE pH RANGE RESISTIVITY VELOCITY (SEE rdOTE 6) RANGE (FPS) (SEE NOTE 5) MIN. MAX. MIN. MAX. MAXIMUM ALUMINUM COATED TYPE 2 5.0 9.0 1500 - 5 CORRUGATED STEEL GALVANIZED STEEL - STRUCTURAL PLATE WITH 6.0 9.0 2000 10000 15 CONCRETE INVERT GALVA141ZED STEEL 6.0 9.0 2000 7000 5 STRUCTURAL PLATE - POLYMER COATED (10/10) 4.0 9.0 750 - 15 CORRUGATED STEEL UNCOATED GALVANIZED 6.0 10.0 2000 7000 1 5 CORRUGATED STEEL CORRUGATED ALUMINUM 4.0 9.0 500 - 5 ALLOY CORRUGATED ALUMINUM 4.0 9.0 500 - 5 ALLOY STRUCTURAL PLATE ALUMINUM SPIRAL RIB 4.0 1 9.0 500 - 5 ALUMINUM COATED TYPE 2 5.0 9.0 1500 - 5 SPIRAL RIB CORRUGATED STEEL ALUMINUM COATED TYPE 2 5.0 9.0 1500 - 15 FULLY CONCRETE LILTED POLYMER COATED CORRUGATED STEEL 4.0 9.0 750 15 SPIRAL RIB POLYMER COATED CORRUGATED STEEL 4.0 9.0 750 - 15 DOUBLE WALL NOTES: 1. ALLOWABLE TYPES OF PIPES FOR A SPECIFIC AREA ARE TO CONFORM TO THE CRITERIA SHOWN IN TABLES A. At, B, AND C. ANY DEVIATION MUST BE APPROVED BY THE STATE LOCATION AND DESIGN ENGINEER AND THE DISTRICT MATERIALS ENGINEER. 2 COVER (LIMIT TIONSVFOR EEER ACHSTYPE OF FOR MINIMUM AND MAXIMUM 3• SEE TABLE C FOR MINIMUM AND MAXIMUM pH, RESISTIVITY, AND VELOCITY LIMITATIONS FOR METAL PIPES. 4, USE ONLY UNDER ENTRANCES WHERE THE PIPE SIZE IS LESS THAN OR EQUAL TO 30" DIAMETER (OR EQUIVALENT) AND THE HEIGHT OF COVER IS LESS THAN OR EQUAL TO 15' AND AS AN OUTLET PIPE FOR STANDARD DI-13 SHOULDER SLOT INLETS. 5, ALLOWABLE VELOCITY WHERE ABRASIVE BEOLOAD IS PRESENT ANTICIPATED. MAXIMUM VELOCITY BASED ON 10 YEAR DESIGN DISCHARGE (Q). 6. pH VALUES APPLY TO BOTH THE SOIL AND WATER. SHEET 18 OF 18 SPECIFICATION - REFERENCE ALLOWABLE PIPE CRITERIA FOR CULVERTS AND STORM SEWERS 2 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 107. 9/06 232 -21 23 UB-1 COMPACTED BACKFILL - (SEE NOTE 3) INITIAL BACKFILL (SEE NOTE 3) COMPACTED BACKFILL - COMP SEE NOTED 3BAf..KFILL INITIAL BACKFILL INITIAL BACKFILL (SEE NOTE 3) (SEE NOTE 3) - (SEE NOTE 3) J/�/�//�/�/�/J/ i� � - J/Jj/�/�/Jj/�/�/ 12"•O-D./2 /J///J /J/J//J/ AGGREGATE A 67 OR ti 58 AGGREGATE W 57 OR R58 .D./ BEDDING q a BEDDING O.D. • 24" • N D.D. • 24" < 0-D. • 24" • TYPE 1 TYPE 2 TYPE 3 INITIAL BACKFILL (SEE NOTE 3) PROPOSED STORM DRAINAGE PIPE PIPE _ Pie S" 0.13- B" PIPE tp g" D.D. B" TO" MIN. MIN. 10" O.D. B„ ro:: MI r „- M MIN. zI ,r � �i a ' 'a O 0 a � 1f • e O • a , ' • �' e\/ CLASS A3 CONCRETE or) UR TO UNDISTURBED EARTH CLASS A3 CONCRETE R y -- CLASS A3 CONCRETE AGGREGATE 857 OR N58 BEDDING PROPOSED STORM DRAINAGE PIPE CONCRETE CRADLE OR CAP SHALL FOLLOW THE PIPE CONTOUR A MINIMUM OF 4" ABOVE OR BELOW THE CROWN. CONCRETE ENCASEMENT CONCRETE CRADLE CONCRETE CAP NOTES) 1. WHERE THE TRENCH BOTTOM IS IN ROCK, IT - 3. INITIAL AND COMPACTED BACKFILL SHALL MEET FOR PIPE LESS THAN 12" THE TRENCH SHALL BE EXCAVATED TO A MINIMUM OF 8" THE REQUIREMENTS OF SECTION 520.03 OF THE VDOT WIDTH MAY BE 35" MAXIMUM. BELOW THE BOTTOM OF THE PIPE BACKFILLED SPECIFICATIONS. CRUSHED GLASS CONFORMING TO WITH BEDDING MATERIAL. - THE SIZE REQUIREMENTS FOR CRUSHER RUN - 2. WHERE PIPE FOUNDATIONS ARE YIELDING, PIPE AGGREGATE SIZE 25 OR 25 AND MEETING THE REQUIREMENTS OF SECTION 520.03 OF THE VDOT - SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING SPECIFICATION MAY BE USED AS BACKFILL MATERIAL. MATERIAL. UTILITY BEDDING AND PROTECTION WATER AND SANITARY SEWER FACILITIES REV 8/07 VIRGINIA DEPARTMENT OF TRAANSPaRTATIdI 1401.01 0 Z W Ul Z Z W011 O to N t ar.V a) U .:� t�0 to 4A Z �y toC�t to C\l W4 to ODD /Oro a 0 .-1 � E•'I Coo w Ol w W Ro a W � TL z O Z U 0 E- " O V1 P 5 x NW W w a A w 5 OF 1 U A DY L• EPLER Lic. No. 32809 SIGNAL ® M/y1 1•f• a W E­4 � Z U H r �I yw ' W W J U' 0- 0 E Z I - cc a >= I14 LU Y co � /`�/ F3i U W F- ; Q cr W < W W-z w Im Tn Vl ® W V/ Z Z I DATE: 06/27/08 SCALE: AS NOTED DESIGNED BY. WRS FILE NO. 2804SN SHEET 15A OF 18 08-051 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS - -------_EXISTING SUBBASE--- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) s MINIMUM 12 INCHES" OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES, 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/= INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENINGCOURSE UNLESS WAIVED BY THE ENGINEER. SURFACE E 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE REV 11107 FOR WIDENING SUBJECT TO TRAFFIC 305 303.02 1 VIRGNA DEPARTMENT OF TRANSPORTATION 315 E W- I, IAuC L SEE DETAIL AO'j �0 li aWPI. EACH 'A'AT EACH FACE. F L OW SEE DETAIL B FRONT ELEVATION .+• F.AR5 0 5" C-17 EA.r,H WAY, EACH FA,:E. NOTES L CCTY_'REIE TO DE 1UuO PSt LrttA.N COVPRES5IVE S�TR£NCTH. 2. it Prc 5 TO. EL SYE'A60 THE CPENhrD KILL 9E /D:VSTEO TO N'COMACDATC SECTION A. -A AI+7LE5 LP TO 45'. .i. Rmronw3 STEEL N ACC00ANCE WITH ASTM A-615 IFEINFORCmC OARSI. 4. Pr[ DI'DINGS N PRECAST DRAN141 U1PT5 SHILL NOT EXCEED • MCHES AT ANY CIVEN POINT BETWEEN 1HE PPE A1,O THE PRECAST UNIT. /� DO "DI II0 BEVEL ­4 .>L PLAN VIEW L3: FRONT VIEW FOR CONCRETE PIPE O G. S 'yD L3q CONCRETE FU OT.£ DOUBLE ENDWALL CUBS YDS. IN(:kF-A.SE FOR CACH R ADDITIONAL PIPE CUDIC YDS. h 12,.. 2'-O t'-1D 21"" 6'-ttj{,"v.336 D.73I C/•9 01T' 15, 2 6' 2 3 2 7.7/i' A O.E, n ry a.U7 or + I + 2 N3 .1'-1" 4'•1.. Oa52 0.283 f.z• ;,'-ly" 21' t:R 24' 4 C!' 3 +1 4'-D' i t2'•Ch' 1.7A4 0.912 G•_2'j .. :,'.2_.. 2T- OR 30' '-V' 4.. • 5' U l.a D' 8.7E3 0.755 0'-3 G'•2 •. 31 OR 35' Ci'-0" S 2' S'-tI" I?'- IVY;" x.Is9� 1,048 C 3 0'•3' NOTES; E'u-Fs 1. CA.IANTITIES GIVEN /Jl£ FOR ONE ElOw&L_ PLEASE REFER 10 37kr,ARD EA'-1 SFEET 101,01FOR ALL DIVENEJONg ROT GIVEN N TABLE�� 2. FOR DETAJLS OF BEVEL SEE STAH0MG EW•2,2A,5)-EET 101.03. 3. THIS ITU4 MAY BE PRECAST C(t CANT it? PLACE. 4. ON SHALLOW FILLS.WITERE ENDWALLS ARE V OR LESS BELOW SICJ_LDER LINE, TFE TOP OF III[ ENDWALL SII&L BE CON5TRUCTED PARALLEL TO THE GRADE OF ROAD, 5, ALL nAST IN PLACE' C•ONI:WtE TO BE CLASS A3, FOR I'FECA5T SEC SIIEET 101.15• - 6. IN NO CASE SHALL TOP OF ENDWALL PPOaECT.ABO',E FILL � SLOPE, GTCII %CPC. OR S!IOULCER. 7, THIS STANDARD TO BE U_'ED WITH SKEW ANGLES FRCN 15° t0 37" 3D% g, I-EJQ'A':iL TO RE 2EVELED 11 ALL AAC_Q; EXCEPT WHERE A 1 CONFLICT 'MTH INVERT AND 'A1NG'AALLS OCCUR. B. BEVEL EDGE G5 REOUFED ON TrF HEADWALL AT THE INLET END OF THE CLLFERT W1CRE THE FLOW ENTERS THE CIJ..VERTI. HEAnWhiAIL AT THE nUTLEt ENC OF 11-C Clt,•aERT MAY BE EITI-ER SOU*E EDGE OR BEVEL. ECCE. 10. �:" CHAUFER. MAY BE PROVIDED ON ALL EDGES AT flrJdUFACTURCRIS OPTION. 1 h 0T SHT�eU.G!?TAJI BEVELED ro F+r-4 Flow DO NOT BEVEL INVERT SIDE VIEW A FOR CORRUGATED METAL PIPE D C S Sao L3a CCNCRETE IN CNE MIPL.E EN: FALL CUBIC YDS. INCREA7E FOR EAY..H ACUII "]AL P+PE CUEIIC YDS. n d 121• 2 0 1 7' T-ID" ° 10" D.1194 0.T..X1 0'-1� " C'•1" i5" 2 6 11/ 2-3% • 7 3 161• 3 D 2 4 2', 6, ' B $i'1s" 1.0o5 0.278 0'-2" 29" 9.0 t" 3.,E • 11-ti i' 1.882� O.SYO a'-2f1_ 0-2" 2T•' Ck 30" 5-0 J 1:U" 4'•g 14:_91� .. ,3 a 775 0'•]It L 0'.y ' 1.075 O'3 0'-3" gPEFFFTh!f. STANDARD END'NALLS FOR MULTIPLE PIPE CULVERTS 111.5 12"-36F1 PIPE-300 SKE'rV 3C4 VIRGNA DEPARTMENT OF TRANSPORTATION 101.13 • • II�IM It It 11 11 MI �� S. DPAE+451Cr/; SIIU'NH /dt_ 1,74?A104- .ACTUAL MEASURENrNTS NAY VARY WITH 14 ER T L1,6141 FACTURER'S TCCERNNCE. fr b 6. IN NO C.+SE SHALL, TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, OR J FJULOER. 7- IIE,1D'1+ALL TO BE DEVELEO IN ALL AREAS EXCEPT 'A -ERE. A. CONFLY'T W'IT14 1 • P . ' A r• C cry N INVERT OR 'A1NG'KALL OCCUR. �TJ OI ITVITE T�PIG/�l P�YEMEI VT R. OE':EC EDGE 15 .RDY,IRED ON T)E W--ADWALL AT THE INLET END OF TIE UL%-ERT. SN-IAPE TO BE ����I®� HEADWALL .At OUTLEY END MAY PE EITHER CVARE EDGE OR BE'drLED, BEVTAR 'etTH _yam o };" CHNOEP MAY 6£ PROVIDED ON ALL, [DOES AT MANUFACTURER'S CpTiC'PN, CiETr",IL A. DETAIL B NOT TO SCALE EX JUSTE5 DRIVE A5101441-Ts ENDAIALL FOR CIRCULAR PIPE 011,S!ETER CF PIPE CULVERT D 12" 15" 18" 21" CA 24" 27" C41 30" 33" OR 35" F1 2'-C' 2'-3" 2'-5" 3'•2" 3'-1a1' 4'.4" L. 4._+., 5._a.. 6,. D­ Ni-0" 101-0., n -•-Y,y' YEJ-T• a' 1}a- 01-Z D-2Yi' )-3V." a, .1 h 0'-7/,;' o -1Yz" a'-z" 0'-z'h" U'-3" ENDIAIALL FOR ELLIPTIC& PIPE SIZE OF EL.LIPTV'& PIPE CU-VERr (SPAN )1 RISEI S x D ^.314' " x � 30" x 19- 34• a 22" 39" x 24" 42" x 27" AE-" x 29" 49- x 32" 53" x 34- H V-103" 2,:4„ 2'. 7.. 2._9„ 3t_1„ 31_3., 3,;6.• 31-91, L 51-0" 7'-2" B'•R• 1'-2" 1O'-2" i31•11" 12'-T• 12'-11" +1 7.z /a" 9 -3'J'7 0 _ 1 /z' ii' I b 0-2" u-?'%M' O 2�+". C'•3" Q' 3Yi'_ U' 3)i' 0._4.. W,ty?` 'RECAST END',/ALL FOR PIPE CULVERTS 1211-3611 C IRCIULAR AND 2 311x14"- ;3"x?411 ELLIPTICAL PIPES b31.C:2 IPC1!MA CtPARTMENT CF 1PANSPORIATI1:N 4' z 2 1/2' X 2 1/2' CONNECTION •: CONCRETE PAD ., • PLAN VIEW 4' )I: 2 1/2' X 2 1/2" ,----SLOCCSE CONNECTION 4- CL 52 DIP PIPE FLANGED JOINTS w/ VEEP HOLE 1.5'z 1.5'x 1.5' STONE BEDDING FOR DRAINAGE AND SUPPORT SECTION VIEW FIRE DEPARTMENT CONNECTION DETAIL NTS - 1.5" SM-12SO SURFACE COURSE 21' BM 25 BASE COURSE 811 SUBBASE VDOT STD. GR-218 AGGREGATE -COMPACTED SUBGRADE A PAYEMENT FOR TIE IN AREA ON JUSTES DRIVE SHALL BE IN TO MEET INSTALLED PAVEMENT CROSS SECTION. AT SPECF)^ATIGt+ MIN"IT SHALL MEET THE ABOVE DESIGN WHICHHAS BEEN F.EFEFEt+CE OBTAINED FROM THE VDOT APPROVED DUSTED DRIVE DESIGN Rig- 105 PLANS DATED APPROVED 11-18-2003. 302 MASONRY GROUT- ALL 3'-D'x3'-G'x12' FTC. V/ 1 N4 EV VOIDS IN CONIC, IN (EACH END) N 12-x32- CONC FTG. W/ 2 /5 2 t3 VERT tyWJ LJ W � CONT. 2 /4'S AT 48. O.0 7 12' SIGN PLAN NITS CAST STONE COPING - STONE SIGN. SEE DETAIL 5/131,3 FOR ADDITIONAL INFORMATION TIE Gomm OF )ESUS CHRIST OFtJ'DT1fiD91slvas vo111far weoot+t BRICK SIGN ELEVATION NTS 51TE 51GN DETAIL* NOT TO SCALE SEE ARCH- PLAN5 (FofR REF. ONLY) Dt-concew 21 WIDT14 VARIES tiN SEE SITE PLAN V4' , 1' ♦ • s �I 111 4 A ♦ • -• 4° REINFORCED CONCRETE 3VW PSI 4" SUBBASE (21-A STONE) 21 t��.', `-COMPACTED SUB(RADE (95X DENSITY) GONGRETE SIDELIA4LK DETAIL (NOT TO SCALE) Im I SCREEN DOUBLE GATE i BOLLARDS, SEE' DETAIL J•/A7.5 - w EXPANSION JOINT G/A7.5 1p, oo DaVELED .OINF MADE - LIMITS ff' PAYMENT PER 51-41 3 -0' I'-V A d t� �1 LIMIT OF PAYMENT � 9 F13R C(ARB 4 R LsA - % POSE DMM CURB TO GUTTER A ON GRADE LIMITS OF PAYMENT PER GRADE 1 Ia-o• I 41a I SIN d A n r GUTTER PAN LIMLIMIT I M I3F PAYMENT M g F13R OF PAYMENT URB A FQt CURB 1'-llM R. DOWELED JOINT POSE DOVN CURB TO GUTTER B B AT L❑W�LSS GRAD, BLE PAVEMENT SEE PLANS W. 1Y, [It 'C' CURB TMI(aDEu As DESIGNEDFT1R DETAILS SEE STANDARD � 1• SECTI❑N A -A 3'-0' KMSOD SMOULDER 8• r-a 6• SIOIILDER 5° 3# SECTI❑N B-B CURB & GUTTER ❑PENING DOWNSPOUT SIMPSON PHD42 HOLD DOWN STRAPS OR EQUAL AT EACH END OR SHEAR WALL SHEAR WALL WARD STORAGE 1/2" 56-171 to SHEATHING 2'-0" DEE SHELVING 11101 (4 SHELVES WARD STORAGE EQUAL SPACING) 302 STORAGE 304 BUILDING YARD -^ EQUIPMENT WARD STORAGE ; STORAGE 303, w V 1 0- V 4° DUMPSTER PAD. V-- 2x4 STUD WALLS' AT OWNSPOUT 16" • O.C. Y OUT OF BRIM( (TYP,) TO FACE OF STUD 6r_O, TYPICAL SIDEWALK FLOOR PLAN NTS PAN I ' DUMPSTER AND 5TORAGE STD DETAIL NOT TO SCALE FOR DETAIL 5EE ARCHITECTURAL FLAN5 (FOR REF. ONLY) MUTCD NOTES Section 213.04 STOP Sign (1111-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (R1-1) sign (see Figure 28-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall not be used on STOP sign faces. If appropriate, a supplemental plaque (11I-3 or R14) shall be used to display a secondary legend. Such plaques (see Figure 213-1) shall have a white legend and border on a red background. If the number of approach legs controlled by STOP signs at an intersection is three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches are controlled by STOP signs (see Section 211.07), a supplemental plaque (111-3 or RI-4) shall be mounted below each STOP sign. Option: The ALL WAY (R1-4) supplemental plaque may be used instead of the 4-WAY (RI-3) supplemental plaque. Support: The design and application of Stop Beacons are described in Section 4K.05. Sect. 2B.01 to 21B.04 Section 211.06 STOP Sign Placement Standard: r The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be installed in advance of the STOP sign: The. STOP sign shall be located as close. as practical to the intersection it regulates, while optimizing its. visibility tothe road user it is intended to regulate. t be mounted on the same post. STOP. signs and YIELD signs shall. no p Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. Support: Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs. Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user.should stop (see Section 313.16). If only,one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to which it does not apply. Where there is a marked crosswalk at the intersection, the STOP sign should be installed in advance of the crosswalk line nearest to the approaching traffic. Option: At wide -throat intersections or where two or more approach lanes of traffic exist on the signed approach; observanceof the stop control may be improved by the installation of an additional STOP sign on the left side of the road and/or the use of a stop line. At channelized intersections, the additional STOP sign may be effectively placed on a channelizing island. Support: Figure 2A-2 shows examples of some typical placements of STOP signs. Section 313.16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required to be made. If used, yield lines (see Figure 313-i4) shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. Guidance: Stop lines should. be 300 to 600 Slim (12 to 24 in) wide. Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (R I -1) sign, traffic control signal, or some other traffic -control device, except YIELD signs: The individual triangles comprising the yield line should have a base of 300 to•600 min (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI-2) sign or aYield Here to Pedestrians (R1-5 or Rl=5a) sign. Guidance: If used, stop and yield lines should be placed a minimum of 1.2 to (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 31324 and at midblock crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at 3 t nor less than l .2 m 4 ft i Idin point, but should be laced n o more than 9 m O f the desired stooping or e b ( ( ) 9 PP g yielding P from the neatest edge of the intersecting traveled way. Stop lines should be placed to allow sufcient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk-,, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 in (20 to 50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 in (40 ft) in advance of the.nearest signal indication (see Section 4D.15). Support: Drivers who yield.too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers' views of. pedestrians. Sect. 3B.16 SQUARE TUBE.3.TEEI SI&N'1?4)STS - Square .huoe.'steel sig�posts:shalPbe (abriGated. from hotaro[(ed;-carbon sheet steels structural-OW'qublity'.conforming'to:, -the . requirerAtnts.of Tit AiiOil,Grade 50.6xeept�tfie yield"strength after 'cold-f'ormTng moll be..60,000:,psiminimum: The. steel' A�quge shall?be 14'.gpuge for 'the. 2` Inch -by. 2 inch posts and 10 gdug<r. for The: 2'1. inch by 21%zikh posts,. Patt Gnside. bnd nut§Ide) shUlihe ggivdnlzed m Gccordance with the requirements of ASTkt A653: dab ing Deslgnp{ion' -G-90. • pests. shp0.use• an. in-grouna'•onchoc system• thdi.: Irovldes .a- stable insiollation and allows eosy. •replUcement of Mlle -sign •post -into the anchor system 'after vehiculor, impact.; Pbsfs shall conform to the breokaway. r�,eequil ements of AASHTO's Stondded.-Stiadflclitions for. -S.ttucturalSupports I& Hlghwoy}r'Signs; Luminmres,:and Tr.affic'Signols (1994. E Won •includ'Inq revisions): -The eontIvtor'shgllprovidd a -copy of -tbe-FHW9s.acce0tance:-letter iridicat'' co panee with breokawayr -requirements at the' time ...of catalog:. submissianl of .the. posts. P08ts shall'hova. jewch •l•l = t/�ineTi).opanlnIs Or..ltrtackouts sperced` 1 inch on cefiters •on all four sides: Pdsts shall. be: installed -in •accordance:• with • the manufacturers. recommeniinbons, Pbyment *ill be made under:• 50':P6st Steel:(Sire), t;ineae:F.M. SQUARE TUBE STEEL SIGN POSTS FOR PERMANENT SIGN SUPPORT 69� TOP OF REINFORCING BAR FLUSH W/ TOP OF CONCRETE I I I I PRECAST CONCRETE BUMPER 1/8" DIA HOLE (TYP.) 11 11 1 o ' 0* ~ 2-04 BARS CONTINUOUS II II dam- 3/4" REINFORCING BARS IMBEDED 18" INTO SUBGRADE WHEELSTOP NTS Z W W Z Z W 0 o � CO CO 0) Ld - ��i{ .b CV CO r � � ba am Z ^ 114 x y LO Q I b I W (1) 4 U .0 0 , Ln an 15 r y Ems-( r.. o� w VJ Fn i+ 1.4 e3 C) IJ-. b y bb E-• O ' WO ) ® O qOq D 5 P4 w � L) w A 04 CO ® rn I A CO CV o 0) OF rigTH L PLER LicgtL No32809 ti �Cs h T OD 1 Inco cc to M m H Z E W 1rLU►^ W ® 5;CL 1 LU W, Imo' Q CO W Z z w ccF�I1 I-W M UJ vI Z DATE: 06/27/08 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2804SN SHEET 16 OF 18 08-051 Page 6H-12 - Figure ZA-2. Examples or Locations torSome Typical signs at intersections Typical Traffic Control ff used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point TYPICAL TRAFFIC CONTROL All sign lettering shall be in capital letters as provided in the "Standard Highway Signs". book, except at which the stop is intended or required to be made. Signing For Project Limits as indicated in the Option below. Stationary Operation on Shoulder If used, yield lines (see Figure 3B-14) shall consist of a row of solid white isosceles triangles pointing Option: (Figure TTC-4,0 ) toward approaching vehicles extending across approach lanes to indicate the point at which the yield is (Figure TTC-36.0) ; Intended or required to be made. Word messages on street name signs and destinations on guide signs may be composed of a combination of . NOTES ,' lower-case letters with initial upper-case letters. Guidance: Stop_ lines should be 300 to 600 mm (12 to 24 in) wide. t Section 2A.15 Sign Borders y -- MIN. 1.8 m (6 ft) to 3.7 m (12 it) Guidance: Support: 4" MIN. 1.8 m (6 ft) 1. A ROADWORK AHEAD signor SHOULDER WORKAHEAD sign should be placed on the left side of the Stop lines should be used to indicate the point .behind which vehicles are required to stop, in compliance with j Standard; to 3.7 m (12 ft) roadw or a divided or one-w street only i the 1 shoulder is affected. a STOP (RI-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. 1. This layout depicts signing requirements for designating the beginning and ending:tetmini of construction 1 aYf a3 y f ? ( ) g 8n P Unless specifically stated otherwise, each sign illustrated herein shall have a border of the same color The individual triangles comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide projects. The purpose of the signs is to inform motorists when they are entering�id exiting a potential as the legend, at or just inside the edge. MIrL1 em(6ft) 2. Sign spacing should be 1300'-I500' for limited access highways, and on all other roadways 500' 800' and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 min (3 to 12 in , construction area. This layout also applies to multi -lane highways including limited Access highways. The corners of all sign borders shall be rounded except for STOP signs t°37'm(12ft) "r`D where the posted speed limit is greater than 45 mph, and 350-500' where the posted speed limit.is 45 mph g q P) Y PPg�. 9 P >�• lion:.or greater. Standard: or . Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with 6 . A dark.border on a light background.should be set in from the edge, while a light border on a dark Standard: a YIELD (R1-2) sign or a Yield Here to Pedestrians (RI-5 or RI-5a) sign. 2. .The "ROAD UNDER CONSTRUCTION' sign shall be placed 2000' ± from the project limit, or 500' background should extend to the edge of the panel. A border for 750 mm. (30 in) signs with a light background ACUTE ANGLE INTERSECTION CHANNELIZED INTERSECTION 3. Channelizing device spacing shall be at the following: + prior to any other construction warning sign. should be from 13 to 19 min (0.5 to 0.75 in) in width, 13 mm (0.5 in) from the edge. For similar signs with a Posted Speed (mph) light border, a width of 25 min (1 in) should be used. For other sizes, the border width should be of similar Option: proportions, but should not exceed the stroke -width of the major lettering of the sign. On signs exceeding .1800 MARKED OR Lora on 0-35 36+ 3. On roiects where there is a one time set u of construction signs and the length of a actual work zone is x 3000 min (72 x 120 in) in size, the border should be 50 mm (2 in) wide, or on larger signs, 75 into (3 in) wide. CROSMALK Transition Spacing 20' 40' sea. 3B.1a to 3B.16 unchanged during the project, the "ROAD UNDER CONSTRUCTION" sign may eliminated as directed Except for STOP signs and as otherwise provided in Section 2E.15, the corners of the sign should be rounded to Travelway Spacing 40' - 80, - fit the border. Q Page 3B-26 � 2003 Edition by the District Traffic Engineer. 4. The buffers ace length shall be as shown in Table 6H-4 for the posted speed limit. - i P � Standard: . Section 2A.16 Standardization of Location 5. Cone Taper Length (L): Support: Figure 3B-14. Examples of veld Line Layouts � PP SIDEWALK Speed. Taper Length 4. On roadways having a median wider than 8', left and right sign assemblies shal be required. Standardization of position cannot always be attained in practice. Examples of heights and lateral locations of signs for typical installations are illustrated in Figure 2A-1, and examples of locations for some typical signs 1.2 m (a ft) MIN. Limit Lane Width in Feet . Guidance: .MIN.1.8m(6ft)to3.7m(12ft) :. ( MPH 10 11 12 at intersections are illustrated in Figure2A-2. (6 ( ) 2S 105 115 125 base I . MIN.1.8 rn ft) 3.7 m 12 ft F- 0.6 m (2 ft) MIN. 300 mm S. All connections within the project limits should be identified with project termini signs. Standard: (12 In) 30 150 165 180 Option: Signs requiring different decisions by the road user shall be spaced sufficiently far apart for the _� required decisions to be made reasonably safely. One of the favi 35 205 225 245 ctors considered when determining the 40 270 295 320 l 6. The signing shown (60" x 24") is for. Primary and Limited Access highway caste . For Secondary road appropriate spacing shall be the posted or 85th•percentile speed. 45 450 495 640 (Shoulder Taper -1/3L Minimum) height systems, 48" x 24" maybe used. Guidance: 450 min MINOR CROSSROAD URBAN INTERSECTION 50 500 550 600 (18 in) Signs should be located on the right side of the roadway where they are easily recognized and understood by 55 550 605 660 May 2005 Page 6H-77. road users. Signs in other locations should be considered only as supplementary to signs in the normal locations, 60 600 660 770 (a) Minimum Dimensions except as otherwise indicated. 65 650 715 780 Signs should be individually installed on separate posts or mountings except where: A. One sign supplements another, or 6. A shadow vehicle with either an arrow board operating in the caution mode; or at least one high - base B. Route or directional signs are grouped to clarify information to motorists, or intensity amber rotating, oscillating, or strobe light shall be parked 50'-100' in .advance of the first C. Regulatory signs that do not conflict with each other are u work crew. 600 mm C20-2 b'u1 ry g grouped, such as rum prohibition signs posted (24 In) �� with one-way signs, street name signs posted with a stop or yield sign, or a parking regulation sign tion' 60" x 21" posted with a speed limit sign. height Signs should be located so that they: MAX. 7. For shortduration operations of 60 minutes or less all signs and channelizing devices may be eliminated if 900 min t5 m (soft) a vehicle with activated hi =intensity amber rotating oscillating, or strobe lights is used. (36In) A. Are outside the clear zone unless placed on a breakaway or yielding support (see Section 2A.19); N B. Optimize nighttime visibility; a 8. Vehicle hazard warning Signals may be used to supplement high -intensity rotating flashing oscillating. or -� o `MIN.1.8 m (6 ft) to 3.7 m (12 ft) strobe lights. o C. Minimize the effects of inud splatter and debris; ` MIN.1.8 m 6 ft) O D. Do not obscure each other, and to 3.7 m (1z ft) Standard: b Maximum Dimensions o . E. Are not hidden from view. 9. When a side road.intersects the hi hway within the temporary traffic control zone, additional traffic 1) Q Support: DIVISIONAL ISLAND WIDE THROAT INTERSECTION control devices shall be placed as needed. X a The clear zone is the total roadside border area, starting at the edge of the traveled way, available for use by May 2005 Page 6H-13 to to errant. vehicles. The width of the clear zone is dependent upon traffic volumes, speeds,. and roadside geometry. Notes: `* Additional` information can be found in the "AASHTO Roadside Design Guide" (see Page i for AASHTO's Tdangle height Is equal to q 1.5 times the base dimension. address) Note: Lateral offset Is a -minimum of 1.8 m (6 ft) measured from Guidance: the edge of the shoulder, or 3.7 m (12 ft) measured from the Yield Ones may be smaller than edge of the traveled way. See Section 2AA9 for lower minimums j G20 - 20 suggested when installed on much With the increase in traffic volumes and the desire to provide road users regulatory, wanting; and guidance that may be used In urban areas, or where lateral offset space Is limited. rI I Tl I 4 8"x24" � narrower, slow -speed iactiitlas such information, an order of priority for sign installation should be established. 50o' as shared -use paths. Sax. 2A.14 to 2A.16 sea. 2A:16 2003 Edition Page 2A-9 100'- Figure 2A-1. Examples of Heights and Lateral Locations of Signs k { for Typical Installations v Ahk Guidance: ;0 ROADSIDE SIGN ROADSIDE SIGN If used, stop and yield lines should be placed a minimum of 1.2 m (4 ft) in advance of the nearest crosswalk �n 18 RURAL DISTRICT (oft) 1 ' Ru)TALDisTRiCr line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section3B.24 n r-�T andat midblock crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at mthe desired stopping.or yielding.point, but should be placed no more than 9 m (30 ft) nor less than 1.2 m (4 ft) E:fr•� ibfm g9 � e from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight T distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 in (20 to 50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the.yield line and the crosswalk (see Figure 313-15). Stop lines at midblock signalized locations should be placed at least 12.m (40 ft) in advance of the nearest signal indication (see Section 4D.15). Support: Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking. other drivers' views of pedestrians. Sect. 313. 16 2003 Edition Page 2A-11 Support: sign installation and there is a demand for ' is especiallycritical where space is limited for s An or der of non P g priority several different types of signs. Overloading road users with too much information is not desirable. Guidance: Because regulatory and warning information is more critical to the road user than guidance information, regulatory and warning signing whose location is critical should.be displayed rather than guide signing in cases where conflicts occur. Information of a less critical nature should be moved to less critical locations or omitted. Option: Under some circumstances, such as on curves to the right, signs may be placed on median islands or on the left side of the road. A supplementary sign located on the left of the roadway may be used on a multi -lane road where traffic in the right lane might obstruct the view to the.right. Guidance: In urban areas where crosswalks exist, signs should not be placed within 1.2 in (4 ft) in advance of the crosswalk. Section 2A.17 Overhead Sign Installations Guidance: Overhead signs should be used on freeways and expressways, at locations where some degree of lane -use control is desirable, and at locations where space is not available at the roadside. Support: uppo The operational requirements of the present highway system are such that overhead signs have value at many for the installation of overhead sign displays are not definable in specific locations. The factors to be considered g numerical terms. Option: The following conditions (not in priority order) may be considered in an engineering study to determine if overhead signs would be beneficial: A. Traffic volume at or near capacity; B. Complex interchange design; C. Three or more lanes in each direction; D. Restricted sight distance; E. Closely spaced interchanges; F. Multi -lane exits; G. Large percentage of trucks; H. Street lighting background; I. High-speed traffic; J. Consistency of sign message location through a series of interchanges; K. Insufficient space for ground -mounted signs; L. Junction of two freeways; and M, Left exit ramps. Over -crossing structures may serve for the support of overhead signs, and under some circumstances, may be the only practical solution that will provide adequate viewing distance. Use of such structures as sign supports . may eliminate the need for the foundations and sign supports along the roadside. Section 2A.18 Mounting Height Support: The provisions of this Section apply unless specifically stated otherwise for a particular sign elsewhere in this Manual. Standard: Signs Installed at the side of the road in rural districts shall be at least 1.5 in (5 ft), measured from the bottom of the sign to the near edge of the pavement. Where parking or pedestrian movements occur, the clearance to the bottom of the sign shall be at least 2.1 m (7 ft). Sea. 2A.16 to 2A.18 100' - � N X p ' N N N } O O 60' x 24 SPECIAL SEE NOTE 6 Signing For Project Limits (Figure TTC-36.0) Page 2A-12 2003 Edition Directional signs on freeways and expressways shall be installed with a minimum height of 2.1 In (7 ft). If a secondary sign is mounted below another sign, the major sign shall be installed at least 2.4 rn (8 ft) i t le 1 the level of the pavement edge. All route signs, warning and the secondary sign a least Sin (5 ft) above h p g g g signs, and regulatory signs on freeways and expressways shall be at least 2.1 m (7 ft) above the level of the pavement edge, Option: The height to the bottom of a secondary sign mounted below another sign may be 0.3 in (1 ft) less than"the height specified above. Where signs are placed 9 in (30 ft) or more from the edge of the traveled way, the height to the bottom of such signs may be 1.5 in (5 ft) above the level of the pavement edge. A route sign assembly consisting of a route sign and auxiliary signs (see Section 2D.27) may be treated as a single sign for the purposes of this Section. The mounting height may be adjusted when supports are located near the edge of the right-of-way on a steep backslope. Support: Without this flexibility regarding steep backslopes, some agencies might decide to relocate the sign closer to the road, which might be less desirable. Standards Overhead mounted signs shall provide a vertical clearance of not less than 5.2 m (17 ft) to the sign, light fixture, or sign bridge, over the entire width of the pavement and shoulders except where a lesser vertical clearance Is used for the design of other structures. Option: If the vertical clearance of other structures is less than 4.9 m (16 ft); the vertical clearance to overhead sign` structures or supports may be as low as 0.3 in (i ft) higher than the vertical. clearance of the other structures. In special cases it may be necessary to reduce the clearance to overhead signs because of substandard dimensions in tunnels and other major structures such as double -deck bridges. Support: Figure. 2A-1 illustrates some examples of the mounting height requirements contained in this Section. . Section 2A.19 Lateral Offset Standard: For overhead sign supports, the minimum lateral offset from the edge of the shoulder (or if no shoulder exists, from the edge of the pavement) to the near edge of overhead sign supports (cantilever or sign bridges) shall be 1.8 m (6 ft). Overhead sign supports shallhave a barrier or crash cushion to shield them if they are within the clear zone. Ground -mounted sign supports shall be breakaway, yielding, or shielded with a longitudinal barrier or crash cushion if within the clear zone. Guidance: For ground -mounted signs, the minimum lateral offset should be 3.7 in (12 ft) from the edge of the traveled way, If a shoulder wider than 1.8 In (6 ft) exists, the minimum lateral offset for ground -mounted signs should be 1.8 m (6 ft) from the edge of the shoulder. Support: The minimum lateral offset is intended to keep trucks and cars that use the shoulders from striking the signs or, supports. Guidance: All supports should be located as far as practical from the edge of the shoulder. Advantage should be taken to place signs behind existing roadside barriers, on over -crossing structures, or other locations that minimize the exposure of the traffic to sign supports. Option: Where permitted, signs may be placed on existing supports used for other purposes, such as highway traffic signal supports, highway lighting supports, and utility poles. Standard: If signs are placed on existing supports, they. shall meet other placement criteria contained in this Manual. Sect. 2A.18 to 2A.19 2003 Edition Page 2A-13 Option: c roadways or ramps at interchanges,but not less than 1.8 m Lesser lateral offsets may be used on connecting roa Y g Y P (6 ft) from the edge of the traveled way. In areas where lateral offsets are limited, a minimum lateral offset of 0.6 in (2 ft) may be used. A minimum offset of 0.3 m (1 ft) from the face of the curb may be used in urban areas where sidewalk width is limited or where existing poles are close to the curb. Support: Figures 2A-1 and 2A-2 illustrate some examples of the lateral offset requirements contained in this Section. Section 2A.20 Orientation Guidance: Unless otherwise stated in this Manual; signs should be vertically mounted at right angles to the direction of, and facing, the traffic that they are intended to serve. Where mirror reflection from the sign face is encountered to such a degree as to reduce legibility, the sign should be turned slightly away from the road. Signs that are placed 9 m (30 ft) or more from the pavement edge should be turned toward the road. On curved alignments, the angle of placement should be determined by the direction of approaching traffic rather than by the roadway edge at the point where the sign is located. Option: On grades, sign faces may be tilted forward or back from the vertical position to improve the viewing angle. Section 2A.21 Posts and Mountings Standard: Sign posts, foundations, and mountings shall be so constructed as to hold signs in a proper and permanent position, and to resist swaying in the wind or displacement by vandalism. Support: The latest edition of AASHTO's "Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals" contains additional information regarding posts and mounting (see Page i forAASHTO's address). Option: Where engineering judgment indicates a need to draw attention to the sign during nighttime conditions, a strip of retroreflective material may be used on regulatory and warning sign supports. Standard: If a strip of retroreflective material is used on the sign support, it shall be at least 50 mm (2 in) in width, it shall be placed for the full length of the support from the sign to within 0.6 m (2 I t) above the edge of the roadway, and its color shall match the background color of the sign, except that the color of the strip for the YIELD and DO NOT ENTER signs shall be red. Section 2A.22 Maintenance Guidance: All traffic .signs should be kept properly positioned, clean, and legible, and should have adequate retroreflectivity. Damaged or deteriorated signs should be replaced. To assureadequate maintenance, a schedule for inspecting (both day and night), cleaning, and replacing signs'should be established. Employees of highway, law enforcement, and other public agencies whose duties requ• that they travel on the roadways should be encouraged to report any damaged, deteriorated, or obscured SignV the first opportunity. ps should be taken to see that weeds, trees, shrubbery, and construction, maintenance, and utility materials and equipment do not obscure the face of any sign. Alregular schedule of replacement of lighting elements for illuminated signs should be maintained. Section, 2A.23 Median Opening Treatments for Divided Highways with Wide Medians Guid ce: ere divided highways ate separated by median widths at the median opening itself of 9 in (30 ft) or more, meditin openings should be signed as two separate intersections. Sect. 2A.19 to 2A23 I 4 Not lees ROADSIDE SIGN then BUSINESS OR 0.6 mM RESIDENCE DISTRICT HIM; e- z 'I .1 15 ROADSIDE ASSEMBLY RURAL DISTRICT T Not(E .ten) Note: See Section 2A.10for reduced lateral offset distances that may . be used in areas where lateral e to offsets are limited, and In urban areas where. sidewalk width is limited or where existing poles are close to the curb. 'SHOULDER WARNING SIGN WITH ADVISORY SPEED PLAGUE RURAL DISTRICT Not lees than 1,B m _- (6 ft) E ,- E i Vi 11, OVERHEAD MOUNTING SIGN ON NOSE OF MEDIAN Not leas then 1,6 m I- (sfp m (6 n) SHOULDER Sea. 2A.16 UD-4 UNDERORAIN SHALL BE CENTERED UNDER CURB AND GUTTER GEOTEXTILE DRAINAGE FABRIC [OVERLAP T-O" AT TOP) PAYED SHOULDER GEOTEXTILE DRAINAGE FABRIC - PAVEMENT (OVERLAP T-O" AT TOP) M ATERIAL 5 PAVEMENT .; •. • PIPE i yTTABILG ED MIN. s • SOUTLET PIPE UBBASJs MA Rlq�"` • UBGRAOE SEE NOTE 1••.• OUTLET PPE #57 AGGREGATE. #8 AGGREGATE OR CRUSHED SUBGRADE SEE NOTE 1 2'-0" 0" GLASS MEETING #8 GRADATION REQUIREMENT. PIPE ABLE #57 AGGREGATE, MB AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION UD -4 UP TO ELBOW ELBOW. PIPE PPE IS PERFORATED g. p�05V . IS - CONNECTION ®� PIPE -LESS AGGREGATE PRIMARY DIRECTION TRENCH WITH OF WATER FLOW DRAINAGE FABRIC NON PERFORATED OUTLET PPE (TYPICAL) AY LMITS 451 ELBOW FOR OUTLET - PPE TO CONNECTION BEGIN WITH 45• WYE 45• ELBOW CONNECTION . T-O" MAX EW-12 . (TYPICAL) OUTLET PIPE . ND SCALE SHEET 1 OF 2 STANDARD PAVEMENT EDGEDRAIN REV 5/07 VR+DMA,t1ePARTaENT OF TRANSPORTATION 108.08 SPECIFICATION REFERENCE 240 255 501 701 Z Z ('N UJ 2 N SEE NOTE 1 w W vWi ' o o� TO t o t II I. Stationary Operation on Shoulder (Figure TTC4.0) Cr 0 0 0 W ILLUMINATED FLASHING AMBER (CAUTION MODE) TYPE B OR C CONES- SEE NOTE 3 VW-28 48" x 48" W21-4 48" x 48" OVERL��' OR AT TOPFABRIC LONGITUDINAL PERFORATED PIPE uD-4 PAVED SHOULDER STABILIZED OPEN NO.21B AGGREGATE GRADED DRAINAGE PAVEMENT .9. LAYER n " P SUBBASE LPIE UBGRADE LAYER SUBGRADE OUTLET PIPE - TYPE OF PIPE I CRUSHING STRENGTH " NOM. DIAMETER SMOOTH WALL PVC' .103 CORRUGATED PE I I AASHTO M-252 SEE NOTE #57 AGGREGATE, 88 AGGREGATE OR CRUSHED - 1,_ " CLASS MEETING 48 GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS (EDGE OF P VED SHOULDER) PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) TYPE OF PIPE CRUSHING STRENGTH SMOOTH WALL PVC - .103 SMOOTH WALL PE 1 70 PSI uu3f UNDERDRAIN SHALL BE CENTERED UNDER CURB AND CUTTER. - X WALL THICKNESS (MIN) - INCHES - - **N TESTED ACCORDING TO ASTM D-2412 AT 5 X DEFLECTION. GEOTEXTILE DRANAGE FABRIC (OVERLAP 4-0" AT TOP) DOWNGRADE PAVEMWTLT' - SHOULDER OPEN DRAINAGE LAYER ••••••`SEE NOTE 9 -EP SUBBASE LAYER .; •�-�MAIN NON-PERIIDRATED LWE PAVEMENTFF EE Y CONECCTION SUB ADEPE _EP SEE NOTE t - - - - - #57 AGGREGATE, #8 AGGREGATE OR CRUSHED. ' PPE ST'D.UD-4 REOD. $ ST'D, UD 4 REO'D. CLASS MEETING 48 GRADATION REQUIREMENT. EN w CURB AND GUTTER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHOULDER PAVEMENT r - NOTES: ES EP , $ 1. 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4" OF AGCRECATE ON TOP OF PPE. - EDGEDRAINS IN GORE AREAS 2_ WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE - (DROP INLET, MANHOLE. ECT.), NON -PERFORATED OUTLET PIPES ARE NOT REQUIRED. 3. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF P-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 4. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN -PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING, STRENGTH AS THE OUTLET PPE. 5. OUTLET PIPES ARE TO BE INSTALLED ON -2% MIN. (3 X DESIRABLE) GRADE AND LOCATED EVERY 350'MAXIMUM OR AS NOTED ON PLANS. - 6. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE STRUCTURE. 7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PIPE SHALL BE PERFORATED COMMERCIAL - - ENTRANCE SIDEWALK OR UNPAVED SPACE UNDERDRAIN PIPE TRENCH WITH AGGREGATE--IPIPE UNDERORAIND UTILIZED IN LIEU OF PERFORATED PIPE. MAXINE ROADWAY B. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW-12 SHALL BE ST1).CURB LIMITED TO NO MORE THAN V-0" TO PERMIT CAMERA INSPECTION OF THE MAIN LINE k CUTTER �WILL UNDERDRAIN BETWEEN THE LIMITS OF ST'D. CURB IN EITHER DIRECTION. COMMERCIAL ENTRANCE CURBRETURNS & GUTTER BE NON -PERFORATED PIPE 9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT BE MAINTAINED UNDER CURB AND GUTTER. NO.21B AGGREGATE SHALL BE USED UNDER CURB AND GUTTER. NO. 218 AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED OPEN -GRADED MATERIAL LAYER AND CURB AND GUTTER. SHEET 2 OF 2 SPECIFICATION REFERENCE 24D STANDARD PAVEMENT EDGEDRAIN 6 ig 70, 01 VRG80A DEPARTMENT OF TRMISPORTATIDN - 108.07 0 Z W W Z Z W `� O Lf) t 0 N CC) �00 CO v �4 IC , W>,Q) x kO� W ,Q U p (fl t~ to i in E_ E_ -4 0 173 z W 0" Z W U O U ® Q E. p E- O W � d � U 44 A � S A W � W a fZ C) O O O di Q C0�2 H F� RAN L, K LER v Lic. NO. 32809 TAri-Zbb SSIONAL TM OD `IMM E-4 w C 1W-a I-� t--1 Z N W Fi E--1 LU Q W IL J �D Wei W U LU s ZZ WW W Z Xr 44 Z C W W V Z DATE: 06/27/08 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2804SN SHEET 16A OF 18 08-051 ,t Fs - t 415C�._ _ THE CI li?i;3T f HER '1p'JEP1tJI1'E> MSSELL LIVING Tt 1ST, \ AND TFIE/')ARYL 4,ID NEf i n5SELL LIVING Tr-,L*T \ \ ! I INST. No 000012211, \ \ �� ,0 ! IN)RT No. 020022i82, INST. No. 020,022115 : 5 / /` fSE INST. No.?600231i0) PA E ! 1 sue. to%� f // ,rr � j.� '-- � ..__'-- ----_— _...__._. ._._.—_ I.---�... ___.__ ..---}- --- ..._.,_..._� �i....�.�•�i`3\il`�'_S �� �/4./,refj�i,.'}� -�_ `��•t"w:, Mi^`� ..1 ,� .` ..:��� j�.r"'"�� L r_`. , /'�•�".i1�✓i.q". r'.•-t"ti.. �5`J^�." ",F,,,,, q `�::. 3 , .. r 'e r 1 ! -.-• � f ? � rf - 1. INTERIOR LANDSCAPING: 1016SI SQ. FT. 065%) I TREE PER 10 SPACES 115 SPACES / 10 = 11B TREES 18 TREES REQUIRED 18 TREES PROVIDED 2. PERIMETER LANDSCAPING: I TREE PER 2000 SF OF PAVEMENT UP TO 100000 SF 64,153 SF / 2000 SF ■ 3231 (3' HEDGES FOR LIGHTS) 32 TREES REQUIRED 32 TREES PROVIDED 3. STREET TREE LANDSCAPING: FRONTAGE 343 LF i STREET TREE EVERY 40 LF OF FRONTAGE 343 / 40 a 851 TREES 9 TREES REQUIRED 9 TREES PROVIDED (TREES CANNOT BE PLANTED WITHIN 20' OF ROW DUE TO 35' UTILITY EASEMENT) G ALL PLANTS SHALL CONFORM WITH 165401 OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT r I w� 1 PLANTING SCHEDULE A55 50TAN IC NAME COMMON NAME QUANTITY VA NATIVE 51 ZE Z AR Acer rubrum Red Maple 10 es 2" cal, 545 BN Betula nigra River Birch 1 es 2" cal, 545 W W GG Cercis canadensis Eastern Redbud 9 es 2" cal, 545 CK Corns Kousa Kousa Dogwood 1 no 2" cal, 545 FG Fagus grandifolia American Beech gee 2" cal, 545 z W cq labra Com actscompact Inkberr 0 IG Ilex '' y 144 00 9 p p es 36", contlB4B CQ 00 � Magnolia vir iniana 1, I My g g Sweetbay Magnolia 6 es 2 cal, B4B Q a� cd p ��cc OA Oxydendrum arboreum Sourwood 3 es 2" cal, 545 C1 0 9 .01 OR Quercua rubra Northern Red Oak 8 es 2" cal, 545 Z � � 0 W �$ �r- Total number of plants = 203 q v W c � mac. E r t i 1 - SAND TNE'F i�lr•L AID F�IEIDI L VING TRIST, _1 VIE r;HRIV0F1HEP. P — I J S r > ? ! ` __,_ - - I ` f / r --- ___ :�:` I - ,, `- 1 I, R NNIFE ST..iiSaE00001 2,711a Ti 11 r� _1 4 _-- ___. _._. _--. 9_._-_t. _....- _— '`• f f 1 P -"7---.__----i..'� ..^- 2 i"�� F 1 �jJ. f v 1 {,I-- QR-- _... _ _ - - '� ( - I' r 1S�. No. (�20Q22I1S \ U _ _ /.n. ,- - AR (� '\ [1 INST. No. 020022tS2, k z '� c, f � ; � I \ � t / __ \ _� -_ 1 • �� ,• '� AND (SEE INST. No. 0a(�02311®) �, p � t Air C VYE LOC , ,l w :. It / i' '`\ 'F �•....._,..._,.....,",...._.... _ .. .. s. �a, f�, '' ._.:; �--r ,.."""^' '-.,^n .. rd�er^•„a^.\ -- et `. - • ,,. "` .) _T,7..I..St? -. i 1 t �C a�) j I a 1 (l((j ,. y ''• "♦ -F ' •,�'\, ^lam �'•- I { rf ..... f.,7 "__•-.-._ "..\,.� \ •_4-+_..n._ ;a...__,_._ __•1,MV w / pp-77 Y J� f — A V 0 .. - r;. - mot, , ..: _. •-' ( 1 \ r- l I `� f f RA Y L, K LER .Lic. No. 32809 03 ;� � -� I � :, TM � ,._ �"�__ t l � f ~ � ! — � °• I � I -.- 1 7 � tl ( � � � ! I � � / / ° t, _A / � r,. - f I I ( ( jONAL Al _ 4 Z MV -..._ .,. �,_ era �• t.,_.-_.,.__ �•" _ I � -%-� � . �• " -- - �= — _- ----._ `� I � �� � / ( 1 r ""----AR — / � , / f -e-•—..�-__a__'-� — Y-^�' !` ,�'` ', � I + � M ` J.. 1" { rr_i le . \ \�r�1 e "''�1�� \ , \s — ( 1 , ` I:. 1•,n.RF^„ �: r', / � '€ff •\ 1-" '.... , �:., ; ,.:: �. 1y,"�`.. __ _:..i f - ..-.rr..l,,. ,•.i - {_... _-p. .''v •'°• *s: f •,,,. E':" 1 1 . . :;.. 4w f ! 1 --- _,..-.. ..-"'_,.-, `+,,..:.�H' :: R,{t " ,,.. '�'^...y .. �.... F :�i.r• 7 ,�,. ,...-,'—,x >p o..-:"is•'-r--_._.—..._—._.. '� ,. : �,I� r.' � \ i/ I f: ,w . a IV MV �� .. ,�• R �{._._.__._. s�,f��•n��."" '/ . - _ ---_ _ _77 . Q _ f _ Qi? ,� f _ r LU 1 f .. 'c. r t w'. r _. .ac? 1�iN<" - . � Y — as _,_._+ -- / .. _ fir,. - — rf ( '� � ! � � """'_-••,•_._, -- .__ � �_" � y �'�'e-f 1-- .sl' � 1 � Q � � � Fri ( P x 13 p'* D. S1`11TH ET UY�i ( ��,� _. I THE Gi !r'.fa'tOit lE .,'AND J - .lNit1» fl iSSELI_ IYIt TTIST ---- _ '~--- > ;..�Al" �r (•,_,.P-.... •- w w �' I"t' P L � LU t:Y ( i A14D THE DA► A AND HEIDi MASSELL LIVING IMI. 6T 1 .,'-_ = = _ %) !! ;;j Z I , - _ _ Ir�IS�r. Na m0,�012211,f,- t. _ 7. INST. No. G�20f7221t3.2,"� -- -� �-_ _- ,,, (`C `. - �i %AID INST. No. 02c'*tr7221"iS ,� ' _- - _ P O S � \ / 1 M -� �� r � �' / ` / �, _. �_ ROP ED PRIVATE ( r ��. �,. I_f co r� ` (a1=E INST. Na. f "�aG'P�231t0) -- -' _. .__.___ _.. ,__ ,_ - - zct4ED: PA ----- . SHARE D E NTRAN -- --- + -- --- - ` Cn E LOC 1 fai EGi66 EQMSE2 Ar-RTENANT r ' TO wua,�>~cr TAX PARCEL /fb-A-5A INST. N \\ / o. 010 04192 WNINFR0IED) 1, � �� � , ,� 1 ,,� / / �. / � / � /• ,f � '-.� 30 15 0 30 60 DATE: 06/27/08 ---- _----.+ a ` '.-j SCALE: 1" - 30' cn - DESIGNED BY: TYRS = T1"t. 64•-A-31C 1 - FILE NO. 2804SN ( p THE CaNTY SCHOOL eoA -oF fREDERICK 1 ON 1 I '� I ( 6i;OUtNTY, vnf INIA f 46T. Noy 0 0010'29I 4 INST. No. / SHEET 17 OF 18 THIS SH/ EET FOrLANDSCAPING PURP ( SES', 1 � i I I I � y __._...._..___ sE1�t�:.2't�^�SS4 / 00 O O N V a. M 0 cc pIStANCIr�El3)� / /� llO' SIG i l� LU 10 SIGH / c_ - = ' -- - -- ~ _ j \ C / -__- / �� , 0 i srAly E --_gip- _------- lN? ,DISt,QNA� \\ \ :�� \\\� ,�� /�I ,,_ - ��■■� 1ST �,T•IGE ' ' � _ _ -'' - -- =. S Ni D USTES DRIVE 80' R/Vlj C/ `SPEED LIMIT - NOT POSTED cat LU Lo co -_ - _ _.. �.. — -- �....- �.�- —�'' f — — -s.- • — r' ` ,•+.-' ....._- -- ' piiC \ ,.SIGHT DISTANCE -A*,.-•�'.�` ...-•-- _..._._ - - — -- w.-. -' ------ - --_ -- `1 i \\ _ SIGHI�DISTANCE - B \ , / _-__u^^--_ _- __-'-- - - �_ — � 0 _ - _ — I co � � �•'L----w.,;tizz '� � �v S`� ."rt• � ING 1 ._ R.. _ — "-.-.+ � (�Q U _ _ ..-_. ff LINE OF SIGHT - LINE -_' z, r= .. -" _ - __ =- -,'- r — _ �) ,� /® / _ .w� �-- - �z .. �- _�f--- OBJECT (A) - q _ SIGHT r- LINE O>` SICsNT (A)! �_ __ _- --_ /- - .- ,- ��! ,� �- � , ,( - - '� ` w �- �'-- ` ,i''(� \ \ \ - i I ` - -� - ~ IZ c��t z w \ \ \ ----- - - D, o a ^ ,- — — ,%� f ` - - '= — — -�✓ •-� I a� I I. 'I`._...fitcwi - \ \ J� - \ \ / _ _ _'= = _ = o TI/ aI OBJEICT (B) to to / _`-- -� ! ! �! I I 1 � \ �• _ I o, EDGE (:t PAVEMENT / - ` t a'fIL•1 '°\ `—o ` ._.. / I `' l ! \ I ---- __ . _ ,i" =,ta..__•7• r _' i- .,ia .r_t._.._..r_t.__r. ?Z' A.„i'.',`"`-, .. " ' !` \ /d Ol rl-lu - EXISTING CUL -kui D -SAC I) 1 O ` .•--_ \ ` \ .,,\ \ ,,,_ — — - .,. -- --.., ..._ _.... "-' .` .` a „ "'• .". \ ` .^"o' � B � \ \ I I ��� I I ` iti / / � - ;M� I L(f �.�..,......_+„T..,_.L..Ci. +.• ... '~ \ _ • / .+'""" � \ 1 •_ �_. •� � � 6® 30 0 60 120 \ ^•. . -., '~ \ •\ \ \ t„/1l \ / � �- � \ � � 1� a t l F'}r. ia.. a.�� IQ -^ %_ � '!`� � .(1 \ % / / 'mow- J —_ �i .ryj .T _„ -.®.- .-_- _ '. , — _ ` -'_ \ \ `` ~\ \ ` \, (r � \ � C \ I\\\Cj'' .. �ar ejAses* r r -\ _ �{' �•'i'.'.Y �� I k4w,,._,a,r + •� t't A •{ ..._. _ — / / / ."` '_ "_' r � � M .„®.,, •yw .._..` ..— \ \ / ` ` I [< }1j wj'' eti { .d / \ .'m 1:. "'�n �h._ SCALE: 1" = 60' G .:..,...- ,,,-W_ ` -....,a \1 ` % � a'� / / 1 6 V i.�'C"� 'il_. -. - ��s¢._•;� ��_� �I . � rS�a^ n7,.���.I 1 �d \ \� ----— I \ \ e• / \\ � I ® r^r �`` 125 120 115 im Vt W a aA W 125 A W W x 120 W c E-e A o 115 bm l._.�_��_�.�__...__i.�..�_.,-.�..�...�...�.c�f.�.,_.�...��__^_-.._.,!.._.-..�.�..__,_�_,�_(.�_..�....�...._..,_..__�___J_....�._�.._�_-,_.�._._.�.�_...�..�.__.�._..�.._�l_�.......�...�_.-.._._.�...V,I�.�.,.._._..__..�__�....._..,..._.._._.��..__.�......_._.e....�..�_____.____......_�� .___�.. �.._.�.1._.......�..1...�..,_.....�.._.___L�....._...._�,.._._.�.....1_..4_..�._ -_�...�_.._....�__...1.._.—...._.._1.,.. ....�__..,__..._.._._.._..,.i - �.�..—...�..�....L..____-...�._-_-__.__.�_._..__....�_._._____l. ��.�.1.�.__�.._....... �._......__....a__�..:,�.1 iO5 1 +00 125 120 115 mm 105 1+50 8+00 8+50 9+00 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 16+50 11+00 11+50. 18+00 18+50 19+00 19+50 20+00 20+50 21+00 SIGHT DISTANCE PROFILE - A NOTES: SIGHT DISTANCE DEVELOPED WITH A 60 MPH DESIGN SPEED SINCE ROAD 15 NOT POSTED AND ORIGINAL APPROVED VDOT ROAD PLANS DATED 11/18/O3 DO NOT LIST DESIGN SPEED. 2. ENTRANCE SIGHT DISTANCE$ AND LIGNES OF SIGHT ARE ACCEPTABLE TO MEET VDOT STANDARDS. 1+00 1+50 8+00 8+50 9+00 9+50 10+00 10+50 II+OO 11+50 12+00 12+50 13 +00 13 +50 14 +00 14 +50 15 +00 SIGHT DISTANCE PROFILE - B 15 +50 16 +00 16 +50 11 +00 11 +50 125 120 TH OF l o RA Y L-e- PLER Lic. No. 32809 ' o2_S�a ro 4 N vm oD w I ®e 10 ►w-1 Q !m E� U O 12 p.+ U2 > Ja 1-4 E-+ IL w 0 a > E-q 0 w >= I z E 4 Q W z w cl) � V N DATE: 06/27/08 18+00 18+50 I9+OO 19+50 20+00 20+50 21+00 21+50 M u SCALE: AS NOTED 50 25 0 50 100 DESIGNED BY: WRS SCALE` I" - 50' FILE NO. 2804SN SHEET 18 OF 18 08-051 V-_ JNaWiY�016R^it,1�N/!/iOYvms.uf,e:®CdQ Jt®4oiHti. lwa.W�®.WtM]M1I @MAY.6,tJV.V4di6a®...14ie.NfimO'6.BY,ntl.LL.1aJ-msY�@1.I.-at•Gv,/Jf11:i.8tf0aaLm,Y1:I'0:'n .tC'.W'fl�Wnl. .IR MIO�,YfMRa. ,L-�.®fit01� O�YWImS• GENERAL NOTES VDOT CE'V f'RAL NOTES LF'CEND VICINITY M4P 1. Methods and materials used in the construction of the improvements herein shall conform to the current C'_5unty construction standards and specifications and/or current VDOT standards and specifications. erosion and siltation including detention ponds serving as silt basins durin 2. Measures to control rosin g p g o prior to issuance of the site development ermigg. The approval of these Tans construction, must be provided or 't P P P p . pP . P in no wayrelieves the developer or his agent of the responsibilities contained in the Virginia Erosion and P g P g Sediment Control Handbook. • 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Trans ortation VDOT and Frederick Count riot to construction in existing State right-of-way.•- p p,. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. „ VDOT a o° t s e o will be 5. The exact location of all guard rails will be determined by VD personnel. A m in p cti n held with the Developer, Count Representatives, and Representatives of the Virginia Ile artment of Y P P P ine i and where guard rail and of paved ditches will be needed. The Transportation (VDOT) to determine f g / p „ deve:o er will be responsible for providing guardrail and paved ditches as determined by this 'Dint inspection. P P Refero 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. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic g g 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 P �P P 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 PP P�P P•P 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 ade uate means of cleaning mud from trucks and/or other equipment prior q g d to entering public streets, and it is the contractors responsibility to clean streets, allay dust, an to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. Notification shall be given to the appropriate utility companj prior to construction of water and/or sanity sewer lines. Information should also be obtained from he appropriate authorit concerning permits, cut sheets, and connections to existing lines. Y g 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. V1. All work on this project shall conform to the current editions of any. 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 p a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent P Y shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health P Y P P Y Administration (OSHA), and Virginia Occupational Safety &Health (VOSH) Rules and Regulations. working within VDOT right-of-way,all traffic Control whether permanent or temporary, shall be V3. ®►lien ork g wit r p p yr in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, all traffic T Road and control flaggers must be certified in accordance with Section 104.04(c) of the VDO R d a Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, an and all utilities including p p g, p y g,� traffic signal Dies unction boxes controllers etc. owned by VDOT or rivets public unlit com antes. g poles, 7 P P of the developer to locate and identify utility facilities or items that ma be It is the sole re onsibility p y y y in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility.r�>,- PEX V5. Design features relating to field construction, regulations, and control or safety of traffic may be g g g Y sub ect to thane as deemed necessary by VDOT. Any additional expense incurred as a result of any field},. resion shall be the res onsibilit of the develo er. responsibility P V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for an work within VDOT right-of-way. P YPROPOSED 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 be in 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 P g � p J ] public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Vir inia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected bq his 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 P P P h P P Y rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained an the site d't::ring ar_.d at the end of construc•i:lcri.514. 1;_ V11. All water end sewer .tales within existing or proposed . VDOT right-of-way shalt have a minirauna f 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 he 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 testin is required, a VDOT representative shall be g 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 by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. p EXISTING INTERMEDIATE CONTOUR -- -- - - -- -330 ` -- --- -" -� C-------- ------ EXISTING INDEX CONTOUR ------------- 330 PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT EX E p PROPOSED EDGE OF PAVEMENT PROP E P EXISTING CURB AND GUTTER EX C&G-,t PROPOSED CURB AND GUTTER PROP C�CG - - CG 6 CG 6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE - - - - -- - - - - - - - .- T T T PROPOSED TELEPHONE LINE T 15 RCP EXISTING STORM SEWERV77s i141., "' "" """' ` „ PROP. 15 RCP PROPOSED STORK SERER EXISTING SANITARY SEWER .- -5 -- - - - - - - - - -. S SANITARY SEWER g EXISTING ELECTRIC SERVICE - - E - - - - E - - - - E - - - PROPOSED ELECTRIC SERVICE �; EXISTING GAS LINE - - G - - - - G - - - - PROPOSED GAS LINE G PROPERTY LINE FLOW LINE -- - -�•- •••. •• -�- - FENCELINE x x x M-111BG POWUi POLE -� FYISTING T' L,TIIONE PEDEVY.S a }T -.- e STING 11ATE .RUNE W TEI°, `-{ -1- --p �-- PROPOSED ITAT1 RUNE W TEE V -► METING FIRE HYDRANT EXINTI*►C WATER VALVE , ' - -�'- - - --V--- - V- - `""'- PROPOSED HATER METER V PROPOSED REDUCER V STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 SCALE: 1 r, = 2000' Z iii Z Z Cat W 0 Chi � Cat a; o c� co 0 D LO e+n 1.4 i w ... 01 a� 7 a, Z - � 3 � o i 'd *' q o as .00 °D v �' 0 � � � E••, � o •� .� � ° � W Cn •• �; o ) - b _ �: '.: _ >. _. ''3 )J ,., "� • a -17"., J •. use �. o ,� , ,, r ..:: .jj,v � ';•,. ,- (, .� , �.. �:� . �f . ' , r' r ,/ , • < -o r!ti:` :,'• �, ! ?. i �.;: :T 1' ;: ".� .:!;_' y'g`a�"..l ��:1... '' ryl.,: ��,, .: _ 'S ,.. "'::�t�A• r.n� f ' �,-_ l . •. - �- - .> 1✓ •-, L . t,! { �. c, w?'t) ` J -.' 11� :'= •: i' " :. , ; >:. Tsn, .o _..{{ �::_�..,_,�,.�,. _, i i�_ �;,,�,a,� ..� Xd ! �` , � .� ,_:� $'::� r 1p ,,,, ' _ , i, ., ,. ri ��f ''< b r. ;.'; y ;>, ti .�- 4��!JJtt}}. ..�- y • ` . �' .`i � ,..:♦ �-.. � _ �..," �.,? :•. � \ .,Y�< ' � ` ' ' , r : ti � � ;. •ti ,.-- . ;. _�_ .: - ., •�:.' ;� = ��' �'�'., , ,;:. 2E _, ;< �, .• , 4 . :.�. ,. - � , _ �, ,�• � A O _ f `, 3 r �_�O� -- ,° ,�} , , :� 0. ; Yi 1 a i t -' f .' + :� �l4 �'1._,..a' ` �: sngnen�laan ; Q _. rr „a. . r, �.� ,f - )i .::; r,,;: :1., - .,emo��®t[Park A,•- f -- = -! ,.- y :: ��., - , • •-� -i � �...,.•. .. n <-�, -.-. _ �.,-. ��? �, - •• `,-,,.ir,r_ ,�. �!. S; , ... ,: �� �,...._ a. �._ ,� �., ,�: „ ( ,.:.. �-: w� \., � , >7 _ r� +�+ } _) i� ` ter.. , .3 i.�' r err _ � ., .- .;.:'-fir_... 1 .... .._ o ... .< : �' �„ , - -.r �•: , i,_. . j) :. , , .:.... s ,i�,, ,,.�. , .. ,� I , ; r,., r ;•. ,. -.. a ,, ...., ,�.... :.. ...) r. (_�, S , ear S . ; , ,: , ,,, :., ., ,. , ,. -�, , - = �: • Ra� = .� r' r { f J' r�, �� z �✓. ...�) �1 �� -i ( ° �( 4.. ; �ti�° :� `,� `rti�, �. ���, .. ��, �- `�aeerg4 _ �.,7 �' - ,j . ':<: JI ` ,f : •l. . a'�-�1�~F- �tom, ) '/ ;: -$mil i {j ; a ' - ''~ : -� `� Unr SHEET ET INDEX REVISION REVISION SHEET NAME SHEET NUMBERAl. H PA' COVER SHEET 1 4 1 29 09 / OVERALL PLAN 2 3 1/02/09 EROSION &SEDIMENT CONTROL DETAILS AND NARRATIVE 3 EROSION & SEDIMENT CONTROL PHASE I 4 EROSION &SEDIMENT CONTROL PHASE II 5 4 11 06 08 Z 0 � In rj W �'' 0 �► E- Z 0 C4 r4 A 5 Z o E-� O a W 5 W W. � 0 E- o a a A 5 W a O E" 00 d W 14 ' DIMENSIONAL PLAN 6 7 1/20/09 SITE AND UTILITY PLAN 7 7 1/20/09 GRADING, PLAN 8 5 1/02/09 ROAD PROFILES 9 2 9/19/08 UTILITY PROFILES 10 3 10/06/08 � SEINER FOIZCt� MAIN PLAN AND PROFILE 11 4 10/06/08 EPdHANCED STM MANAGEMENT POND PLAN 12 ENH STM MANAGGMENT LANDSCAPE PLAN 13 DETAIL SHEET 14 3 1/02/09 3 DETAIL SHEET 151/20/09A DETAIL SHEET 15A 1 1/02/09 DETAIL SHEET 16 2 1/02/09 DETAIL SHEET - MOT PLAN 16A 3 1/20/09 4 LANDSCAPE PLAN 17 1 9/03/08 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. 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 pus 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. HANDICAP PARKING �, �- VEHICLES PER DAY COUNT 100 SIGHT DISTANCE PLAN & PROFILE 18 1 1/02/09 W F' Q CO I Co ov ® I o a 0 Cat 1 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 V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION LIrL r� g� D Pl b ®d I�'CT INFO ti A `TION 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 geotechnical 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 utilit lines in Frederick County appear below. These numbers shall also be used to serve in an emergency y condition. 24. All utilities to be located underground. 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. Note: An lace within these plans statingGreenwayEngineering, shall re resent GreenwayEngineering, Inc. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of an streets, all required street si na a and/or pavement markings shall P Y q g g / P g 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 laced 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 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 Bride Standard p PH-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the founda ion design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below d Th proposed foundation elevation to determine the type and condition of the foun anon. a contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast-in-placeWINCHESTER box is proposed, the thickness of bedding shall be six 6 inches. Where soft, yielding, or otherwise P P g () Yi g� unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. Approval of these lens shall expire three 3 ears from the date of the approval letter. PP P P () Y PP V24• VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V25. 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 mostly complete. PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT S SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O6 EASEMENT) CENTERLINE - EXISTING SPOT ELEVATION X735•4 PROPOSED SPOT ELEVATION X35 EXISTING TREE LINE -^-� RA Y L. KE. - '� LIc. No. 32809 `S'S AL PARCEL TAX MAP Nos 16-A-DA LOADING SPACES D STBEET ADDRESS: JUSTES DRIVE DETERMINATION TO BE MADE BY ZONING ADMINISTRATOR WINCHESTER VA 22602 TOTAL AREA: 5.0201 AC LANDSCAPING TABULATIONS: PROJECT AREA: 5�201 AG SEE LANDSCAPE PLAN FOR CALCULATIONS : 2.0 AC ZONED-�' �2Ea CHURCH OUTDOOR LIGHTING: AS SHOWN LIGHTS SHALL BE DOWNCAST OR SHIELDED TO SETBACK REQUIRE TENTS FOR RA: PREVENT GLARE ON ADJOINING FRONT SETBACK - 60' FROM THE PROPERTY LINE OR ROW OR I/E EASEMENT RTIE0 OR PUBLIC RO.W.'3 - W3' ACTUAL SIDE OR REAR SETBACK - 100' PARKING SETBACKS ■ 5' FROM ANY PROPERTY LINE BUILDING INSPECTIf�i PdTS: L BUILDING SHALL COMPLY WITH THE VIR3INIA UNI�•I3 STATEWIDE BUILDINL CODE, THE INTERIATIO�i 4L EX15TIi�C'x HEICWT REOIRICTION: 35 MAXIMUM HEIGHT BUILDING CODE AND USE GROUP A (ASSEMBLY) AND R " (RESIDENTIAL) OF THE INTER4ATIONAL BUILDING CODE / 21 -5 DESIGN HEIGHT TO PEAK of ROOF 2006 pAp;IrIG iZEQUIL�EMEN21' 2. OTHER CODE THAT Al =LIES IS ICC; �ISi A ii�.l-�3 PARiCI 4 SPACES REQURRED • I PER EACH 3 SEATS USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. 3. STRUCTURAL PLAN3 6UBMITTED FOR PERMIT PROPOSED SEATS . 211 APPLICATIONS SHALL BE SEALED BY A, VIRGINIA TOTAL PARKING SPACES REQUIRED ® SI LICENSED DESIGN SSIOr�L4L. ,- 4. L WITH HEIGHT HT A- SLY USE 13 2006Ma TOTAL PARKING SPACES PROVIDED ■ 112 SHALL COMPLY WITH HEIGHT AND ARE, C� T503, 2006 HC SPACES REQUIRED • 6 IBC. 5. SPECIAL INSPECTION M1Ii t3 of CHAPTER: 11 ( HC SPACES PROVIDED r 6 THE IBC SHALL APPLY TO �`'AI'3 TYPE r7 STRUCTURE. C A 14 � � E-+ U1 >_ [-� J d. W ® r•-•o Z � V) W O > � E-4 U W � ® W LU w i �. SUR UEY AND TOPOCRAPHIC INFORMATION 1. Boundary survey was performed* by: GREENWAY ENGINEERING.!. Dated: 8 30107 2 Ate. ial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING ' 006 (Year) 3. Aerial topographic ma in performed b mapping P Y� - Dated: FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www•fcsa-water 2. The water and sanitarysewer portion of these lane are valid for two ears from date of FCSA approval. P P Y PP 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection b the Authorit - g p y. y 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location. 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Y Inspector. 8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. REGIONAL AIRPORT AUTHORITY NOTE L THE FAA HAS ISSUED A "DETERMINATION OF No HAZARD To AIR NAVIGATION" DATED JANUARY 23, 2009 FOR THIS FACILITY WITH ONE CONDITION. THE CONDITION STATES "THE STRUCTURE (MUST BE) MARKED AND/OR LIGHTED IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 10/1460-1 K CHANGE 2, OBSTRUCTION MARKING AND LIGHTING, RED LIGHTS - CHAPTERS 4, SIRED) AND 12". THIS MUST BE MET TO BE CONSIDERED IN COMPLIANCE WITH THE FAA REGULATIONS. 2. IN ACCORDANCE WITH THE CODE OF viRGINIA, SECTION I52-2294, AND THE FAA, THE CONTRACTOR MUST FILE A NOTICE OF SED CONSTRUCTION, FAA FORM 1460-1 WITH THE FAA FOR ANY TEMPORARY CONSTRUCTION EQUIPMENT To INCLUDE CRANES, DEL!04',, ETC.- IF THEY INT To OPERATE AT A HEIGHT GREATER THAN THE PROPOSED STRUCTURE OR 66' ABOVE THE FOR A MAXIMM' -9Ekis r OF "181 .rt1S1_. THE FAA WILL CONDUCT AN AIRSPACE OBSTRUCTION ANALYSIS AND NOTIFY THE CONTRACTOR IN WRITING OF THEIR DETERMINATIML THE REVIEW n PROCESS CAN TAKE SEVERAL WEEKS AND UNTIL THE FAA COMPLETES THEIR STUDY, CONSTRUCTION EQUIPMENT CANNOT BE USED AT THE SITE IF IT EXCEEDS THAT MAXIMUM AS STATED. 2. ALL CRANES WILL BE REQUIRED TO HAVE AN AVIATION OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE LOWERED At NIGHT UNLESS LIT. INTENDED HOURS AND DATES OF OPERATION SHOULD BE COORDINATED WITH DAOID FOLEY, OPERATIONS SUPERVISOR UMNCWESTER REGIONAL AIRPORT AUTHORITY No LESS THAN 48 HOURS PRIOR to START, 3. DUE TO THE CLOSE PROXIMITY OF THIS SITE TO THET AIRPORT, IT 16 REQUESTED THAT THE OUTDOOR LIG4r>i� e� A SHIELDED TYPE AND BC AMBER IN COLOR IN ORDER TO MINIMIZE LIGHT POLLUTION To PILOTS APPROACHING THE UNC14ESTP-R AIRPORT. 4. ANY TREES PLANTED AS PART of THE LANDSCAPING SHOULD BE OF THE TYPE THAT ARE SLOW GROWING WITH A MAXIMUM MATURE HEIGHT NOT t0 EXCEED THE ELEVATION OF THE PROPOSED BUILDING To AVOID FUTURE AIRSPACE OBSTRUCTIONS. 5. CONTROLLED BURNING SHOULD BE PROHIBITED DUE to THE CLOSE PRoxnyIlTY to THE RUNWAY AND SlNely THE PROPERTY IS WITHIN THE FLIGHT PATTERN OF THE WINCHESTER AIRPORT. UNSUITABLE MATERIALS SHOULD BE HAULED AWAY FROM THE CZISTPJCTION SITE A IATELY. r� APPROVAL ,, ® `� /� � FREDERICK COUNTY ZONING ADMINISTRATOR DATE * APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL WE p� APPROVAL 23 0 ---- ��� =D SM RAN NUMBER FIRE MARSHAL'S NOTE Fire lane markings and signag_e: „ Any No Parking signs and yellow painted curb locations will be installed r by field inspection at the direction of the Fire Marshals Office. TRIP GENERATION DATA 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. Project Name: [BERR YVILLEWARD Project Number: �_�b) 2804SN 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. The contractor shall furnish and install the meter vault assembly. The Authority will install the 560 CHURCH 9.49 1000 SF / SUNDAY 158 Magisterial District: g Date of Plan: (Month, Day, Year) meter. e) The Authority will install all sewer laterals. STONEWALL MAGISTERIAL DISTRICT 10. Any water service line must have a backflow prevention assembly (detector double check or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. q 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter Ind its backflow prevention device, and/or 2) the fire service line's backflow prevention device. * T N FROM ITE TRIP GENERATIO 7TH EDITION Owner: Corporation of the Presiding Bishop of The -Church of Jesus Christ of Latter-day Saints A Utah corporation sole c/o Gordan Dairies Address, Including Zip Code Telephone No. _- 3944 Wilcoxson Drive Fairfax, VA 22':� : (703) 40 5-3566 DATE: 06/27/08 UTILITY CONTA(� CIO SCALE: AS NOTED Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 17398 Win Box 1877 Winchester, VA. 22604 Baltimore, MD 21297 301 954-6282 (540) 868-1061 ( ) Power: Allegheny Power Gas: Shenandoah Gas Co. Developer: Corporation of the Presiding Bishop of The Church of Jesus Christ of Latter-day Saints A Utah corporation sole C/o Gordan Dairies / Address, Including Zip Code & Tzlephone No. 3944 Wilcoxscvdi a)tave Fairfax, VA 22�I'�1 703 405-3566 ( ) DESIGNED BY WRS FILE NO. 28049N Engineer Certifying Plan: GREENWAY ENGINEERING, Inc. ___ �- -- Address, Including Zip Code fi: "C�,lcp'�one PTO. 151 WINDY HILL LANE WINCHESTER, VA 22,302 (540) 662-4165 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 HANDICAPPED PARKING NOTE SHEET 1 OF 18 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 08-051 7 .- � 0 /--- '�-�' l -� �� eJ p � .,,`A"\`'i• Lv� /�,`_ �, �•,,,A1 I ' �+�-••\._.}''� + l j I i �\ ` \ `\✓ `--•••*•'�'`+�, - / \ go 13 koo MA I \\s I Lu dow 0— Owl ' ''''I \ \ \\ \ \ '\ \\ \ \ ' 11\111 1 .,� •oe �• ► i I ( 1 4 I 4 1 \ \ \ \ Il �, \ Z 02 Ir \p do, V. _1A 0/\` a o c� lN ;t c� ( - t '" -� t _ '"'�"� / \ \�\a`\ 1 _ r j°�i \ \ \ \ \ ; — \ — --� _ _ f l 1 \ �, i I i t W p a).� 4 -- � j \� _. ,- \ ._._ / — •\ 1 1 ASH NA MDOAH OBILE COUt /` 1 1 � a� \ ` d H w 1 / ( )r \�.- +� 11 �1 �„ .,.r •�1i \ r \ \ \�, -. --- \\ N � ...- •?' ' f f � / ``.ems" \ � � .` +�,�'' \ `_ -- r i O � � I �r I 1 � � „�,. t � ' J ( — f ....- -„\�1 \ � � � _.... _... `• \ \\ \ � t � \ — / � a�i o Iq v x v� ce /0P, N, � A ki . � - --- ,\ 1 '� �'" / ....-• I � ' I 1 i �,,�. -- --. - , / • \ 4 {� 1 1 4 1 1\ � ! I r 1 � � o a `>� ..... � - �,----'- \ 1 \.' .- •-' /% ) / � / / / / `- ` � .. / t I / ` I i1111 I ( I i 1 i i� � / — / �) / � i / / 1�� __-- \\+�;,� � � v A _O W d W ... ,._...,� � ''• ,, �'`-- i .. � / I � ^ / ` , 1 I _ I , I 1 -- • \ 4 � \ 1 _""' / / � �� oz::, Y-�t-'i- _�. ---r._,_, 1 ----.1,-�` '• \ '��' '` / I � -- - � / / � / TM lb-A-S ARK D. ITN T \ � I i 1 ) \� �� � \`- ..�'\'"~„,w — • ( � / � , i � �,,I - ,<� , � � — 1 1 � � W , E �u_x, >4ND t / ( \ It 1 I r� - ` _ -, \ -.. - ,�,� ,�, \ / r l / % 7--L ��,CHRISTO�'HER AND JETN R RUSSELL LIYMG Ti3l3T, D11 i I _ -, \' w„ /----,,`?" \ / •, \ \ r \ / _AND 4101 RUSSELL LIVING , { ''° '�\ .,, ` (-K`*�/ , / ,, _, ,-• 1 \ \ — ...._ -' ) ( \ , f � \ L, MG TRusT / , �� � I 1 �1 11 � \ �\ti.T.,,.:.-. �''•`'�•.,�" �'� _ � � i / /,/, / �r_,. 1INST. No 0006122�i� ! 1Tlit !� 1 I 111 � \ - \ \ \ \ -.-•-.-....,.,.•-...... �"'^� \ ''~ -... _.... -- '` / \ \ 1 ,,, ,- / MST. No. 020fd22182, / � � 1. - .- ,•, -• _.....,.. \ \ ,f ,� �:... _ .— ti ..�' \ \\ \ \ �\\ (/ / \ ` \ \ � o AND INST. No. 02002 ns I I I I j _ -s \ r'" \. �'► ,r ` ,,. \ '` \ �' \ ,\ \ \ \ \ \ \\ \\ \\\\�� \ ` R \1 \ 1 ' ^, •'-- .,. ,� .��� / \ Tl"1. lb-I-G _,- -•.., f l'' (SEE'INST. No. 06ia023110)�,' \ ,-,j \-•,. r X--. t/� '' �~ / Z D: 1 i \ \ _ \ -. _ \ \ DOUGLAS E. J. KERN; ET_ �. / RA1 i 1 n r _ \ / r \ \�' `� -�' .o UX DB`6501�Cs..548 I + r 111�11 �� \ / _ ` ) \ i 1 i i I \I i • 1 ' `''\-- �.� ( • \ // �l �-°� -\'� ` \ I 1 1 I 1 t �1 1 \ \\ 1\ 1 �,1 \ o ., \ \ / ( / 1''`-\� _ / 1 • _ _ _ �`-"'1-. = \ I ) + I I 1') \ \ 1 \ 1 11\ Arno ( \ \ \• ZONE6:- RA '� jg r/ 471 i \ \ , �\ ti 1/ --, OF i t I / 1 , \ \ \ \ \ ,. �4 `; \ _ \ \ - \ / ! / 1 /• \ ! ''\�\ -- y --� Tm�16-A - , -•� �' I I 4 1 +I ( 1 \ \ SHENANPbAI{ SOB LE. COL INC. DB 321,_ s�693\1 \ \ \ \ _ / / 7I*� I • , �`'`\ \ o .�' �'\ ZONED °MHI�,. \ - _\� , - / i I . 4 I i• :;-i \ �- )�\ A L, K LER / ) �I (>I {' Lic. No. 32809 -, i / •� \ "\ h I � �i \ \ \ \ \ � � / / ! '- I I I I � / i �� / I ' -� � '` -' -�' � \ , / •---- ---- —•.. 1 ' ._._.. � 1 \ 1 I \ ,, _ ~ 111 I � 1 � �.. / / \ ► d \ / \ 1 ► � \ � \ ,\ -.. — t / III I i ,' � -- � � '- '�'`' — % � ill i I I I: � l �1 + `sIONAL � / I I I I ( \� _'_-X,\ ` \ \ \ \ 1 / / / 1 I t / I \ \ �) ) ) I I 1 / ( 1 / '` \ \ r Mw I \ 1 I a� N / •\ \ ! �� l�/' /�� --\.-.. ���-�`__"'-- ___ i / ! ►�1�1 \ \ it \ 1 , ! I -�- i �. r ,- , � i + I _ ` _ --. r i / � � — _ I _,I /) � I ~ �- /J ---/ ...-` -,�� � 1 �_ \ — -� = _ ^ .. _ -- , ; .l�(1 I 1 I 1 •ll �\ I i r \ � i I f t �' 1 ` ,� i l \ ) I / / "� ( / I I I I I \ \ 1 '' ,,,�, •..\ � r i � 4,: I i / l _ i � � .,- .�\�._ — -- _•��. � I . / 1 \ ,1 \ \ I ( ) I � 1 ".•. / t / / / � r ^'^�"'"µ,me...,- I�., 1 �ULVERT DA-B- -- -. \ \ .....• , --... L ( \ \ BMP STOR MP TE. GRADING ESMT. DRAINAGE EASEMENT, 1 `°� �\�vi ACCESS ESMT ! `�- \ \ \ 1\ I \\ / i 1 \ \ / / i / 1 i i ► I I I I : l _ s:_- � -•.- ._ — \� ---- `�'� �// �, y i /Sro \ 1 4 1 I ,r�i , -� w ' l 1 I / \ / I -t-� - � - ��' r �� I P�� I / -� _ TO POND \ \ t 1 1 \ \ / ' \ \ ,� - I -. Nod -� .\; \., 1 i a E-+ / _ - \ TM.16-A-11 / / \ \ I 1 i , -- .' I 1 \ I 1 '�-�kz -8 ------." r f \ .- .LIND \ B SHOCKLE / r l it I� 1 I ! ( 1 / / = I O 662-f`43s 4) I I \ 4 e.,� --� -. I ( ^\.► ,\ !r� \ \ \ \ // Q'i a, - i I.M.lb -A-5 / ,\ E l • 1 I ZONED: RA\ / f / \ , \ ;\\' \ - ? \ , e / I i w ►( r '\ \ `\ _` a MARK D. SMITH, ET t�, .. \�\ \ .\ \' I! � � �� , . 4-A_ �7 j V) > \ a \ PMEINIL FAI�"f LLG, o �t�lST. 12 4; _ S i83bm A I ' m m )/ \ THE CHRIBTOPbL#EARtJDHEIR113SLLRL1_gLIYMG SELL iTRT -r \\\; �� \ • J \ y � / 1 / ) \ �' � % `�' _ + •' I LDS CHURCH SITE o cn i f / -\\ \ \•.. � � TAX I / I�`, �_ I I / l / I i i I / _ ~ \ \ \ 1� i a� \ 7 jj:\R,q, //,;/ Z �\ ! i / W i 1 t` \\1 I I 1 t \ \ . ,/ / / \ ",NST. No000012211, — " \ \ j \I 1 \ \ 1 ��, t\ \ . ` %/ (!( Q Z ( PARCEL �6-A-5A bo ) / 1 I _ i I 1 \ \ _ _ 1 t IIJST. No. �'10022119- _ -- _ 1 I s I l NST, No. 020022182,P-4 cc \ \ O h � �, ,1 1 1 ` \ � _ 1 �'- "� AM). (SEE NST: No.-060023110) _ _ \ \ \ /`� — i I ( I 1 1 '�1 11 .'`I i (I 1 \ a U �►- ., ! T (I I \J\ _ ~ la \\ \ `� ~ \'` \ t -- / II Lil 1 " \\\1 \ 1 ►-, \ \ \\\i \ 1x � C� ►`.� _ t _f / 1 / .� _ / .� `/' \`\ \\\\\ W , , i \, /' \ / -_ I.... - -�` ` __...- _. --- / 1 \ \ \ ' / / / t o ��' \ 1� \ > !— ' OF[ SITII GRAVITY'SEWEq WITH 20 \E4MT / / -'"_ ._" ' _. — `� \ / 1 \ \ \ \ \ C �� I ` �- \ vik -- x— r 1 Syr PEN l� \ �� \\ \ \ / ` � ` / / 1 -\� •\ \ `•• - -- _'-._ - .-., _...- _-\•` ~• �/ice j� ( i I �` � \\ / \ / \ / • ia f • \ (50I / . `�` ,,, ''•. \ \ 1'n /• _.._ -. \ .,. „' •, . . \11 '----`e"' =-` �"' �.'' , 60 INGRESS -EGRESS EASEMENT (PRIVATE) CULVSRT DA-C ' ' �` `'i�� :� 1 \ // 1 \ \ \\\ ��`�' \ = ` -' �' i ,,, / 4 11) 1 \ \\ \\. co EMP. GRADING ES T. I .- i._. '� \ \ 1 I i :%/ / - \ -. \ ^-�, \\ \ (•- ` • r - �-- / 1 1\�\ �. \` • ,,, � -``` � i � / ,- -- -. \ •_-. -- -. ~ ... ~ � i I !I�/ // ' / -- -� �--..,`'•--''\\� �= -- ,=---- — - \��\\\\ � \ \\ \ J \ \, ` - '\ / o TIE TO a-SAN. SEWE \ 1 � )1 / // 001, THE COIMT`f' gCH�L'�BOARD OF � \ • �� �.`� / / '\. -- \ / I FREDERICK fs ITl�l1/IA3NIA NST• / \ ct!� \ / 030A0291 NSf. No' 04000b564 \ \ / TM.16-A- MARK D. S61TH E UX I / I / / / / / / Z ` \� 1 ► / / / / /' // / / ! tHE CHRISTOPHER JE>`7�IFER RUSSE�L LIYMC� 'TRUST, -� � / / / � I � / Ott\\ - -- � I / // / ~ `' \/ -',/ 1 Y ,EX CUL/D-SAC-- , / / \ // / I r \ ��,/ ,. / /) 4 I / // / -- \\ \ \.- i AND THE DARYL AND HEM RUSSELL LIY1r>G TkaT / \ NST. No 00000211, I / / // ��/ I ' J/ l l 1 / / / / — o _- / NST. No. 020022182 // / ` % 1 ( 1 / `- / �•� /� / \ \ \ \� \ \. \ / ! DATE: 06 27 OS t / / AND MST. No. 020022T1� J -, _ -- -/ / // / '' • / !/ / ' \ \ ( -' — I / /1� // // / % / \ \ ,') \ �. \�\ , ,' .`, (SEE INST. No. 06002311 b) // !%Gf _ I \ \+ ZONED: RA t\ i 1 ( /// / // l 1 4jFr ? j / / /j� '' / 1 ( / % \ ` ~ _ ✓ r \ \ \ _ _ \ \ SCALE: 1 100 I ,r DESIGNED BY: WRS l oo- •--• 0 100 \ 200_ r FILE NO. 2804SN \ ) /6' SHEET 2 OF 18 .. t( V I1 SCAL E: 6--s!" I �tl1�\�,� / \ C: 0\\ .,ADMIRAL BYRD MIDDLE SCHOOL J CONSTRUCTION OF A SILT FENCE STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4X4* 2. STAPLE WIRE FENCING TO THE POSTS, TRENCH UPSLOPE ALONG THE UNE 70, Nw. EXISTING OF POSTS. • •,.'at � ;�.� - ��S.I�/,� A _ - _ •C\!\(\f\(\C\(•\C•�!•\C�f�C\r �f\(\(!\C\(\C\(\C�C�. 31 Ii -��.�.I _�� _�� . � ,� `�,_-�,•.�,. �s. ,• .•�•� 1-11=11=II- 1=1 =U r.•r.•,. r .....,; ........ ,-..... I �(�(\r�r• I\!\r�l��\(\(\(•�\r�ry�rarv(���(�r�(\(�r�r. _ I1=11=11=II-II-'�'•- ---_._._ _ I I „a SIDE ELEVATION •�i��tr: GROUND '�• �� ���! I • CIJill �� :cI \� AM , I 11=�I=n I ��,.r.� k•.�k .t a.��. �kr�l•! - �Il ,t� - �II to' UMN. FLOW II II�.I'�1 IIIIIII�I a . , ,. '-1 :.{. 1-: '.: 1. '.' _ I.:I.:I:i1ti1 1' .{ I.J,. �,. ,. ,,,.. ._{. �C�r�� Il��,t,�� :�: •��j ••,'.. :�. 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE POSIMT DR4K4GE ..FENCE to, kw, ?; AND EXTENDEXCAVATED SOIL IRAPPM DEVICE 41 lip - ills; -big k% OF #XREEW AM ECRE'SS OPM"M PLAN VIEW 0e��lli 12' AM ' I FLOW �- GIIUI i =1l = n* V. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. . , ��•,•�1,�•„`1• -�'•. .}• ��,�1,)rI• I,j FILTER FABRICREINFORCED \ 'j. 1 l" 1 _. '1: I : '"J: 1 I.:Id 1 ill '/ ' .{ 1' �'/1. J: {, '•. _•.. 1. 1. .�. �.' .�. ,.� CONCRETE J ORAW SPACE WIRE B-B SOURCE:SECTION Ada .ted from MAHation o ."['•.. and FabricfUter :.artier for 1 n'1 Control, RATE. 3.05-1 •"SOVRff AWU , `MIk 5ft6Vs for Soil emstoand &fimwLCmW, and Va am Plate/ r SILT FENCE CULVERT INLET GRAVEL CURB INLET SEDIMENT TEMPORARY SEDIMENT TRAP PRO TECTION FILTER 1' VARIABLE' ENDWALL - _�- ORIGINAL VARMLE° GROUND ELEV. 87 CU. YD./ACRE • VARIABLE TOE OF FILL CULVERT 67 CU. YD./ACRE 4 (EXCAVATED) 4 / \ FILTER CLOTH ORIGINAL GROUND ELEV. �j 'SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP ° CROSS SECTION OF OUTLET TOE OF FILL o ° GRAVEL FILTER 14• ° SILT FENCE o 0 • DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT RUNOFF WATER WIRE MESH FILTERED WATER CLASS I RIPRAP LENGTH (IN FEET) E; (IN AC.) AC d� / FLOW g . �,* \� DIVERSION DIKE OPTIONAL STONE COIN INA TIONIT SEDIMENT III II B. e ; •A - a . •�- ,� CONCRETE GUTTER 12" CURB INLET FLOW - 2.5- SPECIFIC APPLICATION COARSE AGGREGATE EXCAVATED /� R CLOTH ------ �✓ • / *VDOT THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE .. t3, #357, ,/5, /58 OR d57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN HORSESHOE WHEN INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. COARSE AGGREGATE SHALL BE VDOT #3, /357 OR #5 HIGH VELOCITY OF FLOW IS EXPECTED OUTLET (PERSPECTIVE VIEW) • GRAVEL SHAMBE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: ADAPTED from VDOT Standard Shoals and Va. DSPIC PLATE. 3.08-1 SOURCE: VA. DSWC PLATE 3.07-6 SOURCE: VA. DSWC PLATE. 3.13-2 TABLE 3.32-C TEMPORARY DIVERSION DIKE TABLE 3.31-B SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS Total Lbs. Minimum Care Lawn Per Acre "QUICK REFERENCE FOR ALL REGIONS" - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Toll Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% Rate High -Maintenance Lawn Planting Dates Species (lbs./acre) Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. Sept. 1 - Feb. 15 50/50 Mix of General Slope (3:1 or less) Annual Ryegrass - Kentucky 31 Fescue 128 lbs. (Lolium multi-florum) - Red Top Grass 2 lbs. & 50 - 100 - Seasonal Nurse Crop** 20 lbs. COMPGOW son Cereal (Winter) Rye 150 lbs (Secal cereale) Low -Maintenance Slope (Steeper than 3:1) rs• - Kentucky 31 Fescue 108 lbs. Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 - Red Top Grass 2 lbs. (Loliium multi-florum) - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 ibs � d•e' =in• May 1 - Aug. 31 German Millet 50 * Perennial Ryegrass will germinate faster and at lower soil (Setaria italica) 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 Seeding May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be *** If Flatpeo is used, increase to 30 lbs./acre. All legume seed planted no more than one inch deep. Grasses and legumes must be properly inoculated. Weeping Lovegross may also be shall be planted with no less than 1/4„soil cover. included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. SOURCE: VA. DSWC PLATE 3.09-1 MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CCNSISTENT WITH THE YESCH FOR 4VAC50-30-40 MINIMUM STANDARDS: L PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER F INALGRARE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 2. DURW3 CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTICNAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. S. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRICTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA THE OUTFALL SYSTEM WALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF IS A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 1. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRICTION A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. S. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRICTURE. 9- WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRICTION SHALL BE PROTECTED So THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11, BEFORE NEWLY CONSTRICTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WOW IN A LIVE WATERCOURSE IS PERFOR-iED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CCNSTiRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE (MUST BE CROSSED BY CONSTRICTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDEII;k* ND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERiNG OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. n. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. IS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PER11661ON OF THE FREDERICK COUNTY INSPECTOR. 13 PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF. 20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. BL 0 CK AND GRAVEL DROP INLET SEDIMENT FIL TER WIRE SCREEN - CONCRETE eLXK GRAVEL FILTER WIRE SCREEN • r- FILTERED WATER RUNOFF WATER: WITH 4 AVA SEDIM Y r, DWRR P GATET SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 p11 M) &Mi17ft anitd NWr8 meet dUeEWM The Church site is a 5.02 acre parcel located on the south bide of Justee Drive approximately 1,900 feet east of the intersection of Front Royal Pike (Route 521) in Frederick Courlty, Virginia and is within the Shawnee Magisterial District. The site is bordered on the north by Justes Drive and located south west of the Admiral BVd Middle School. This property 16 currently zoned Rural Areas (RA). Construction will begin Following land disturbance permit approval. The terrain of this property is gently rolling divided by two swales. One *wale drains north of the site to a culvert riming under Justee Drive and the other swals flows south west off6ite. The majority of the property 1s covered in grasses with a band of shrubs, overgrow and deciduous vegetation. The bite Is bounded by vacant land currently zoned RA on the east, west and south sides. Justes Drive bon ere the site to the north No disturbance will be required off site except for Improvements within the exletlrng road ROW for correction to Justes Drive. §2& The existing soil conditions were obtained from the soil survey of Frederick County. The soils on this site consist of 41C, Wetkert-Berke Chennery Slit Loame,1 to 15 percent slopes and loll type 95, Clearbrook Chamery Silt Loam, 2 to 1 percent slopes. No existing critical areas are located on site. Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook 6tMetwal sealww: F1 h Construction entrance with wash rack (302) shall be provided to the project area from the proposed 60' private Ingress/egress easment to minimize mud carried onto the road. The construction entrance and wash rack shall remain throughout all phases or construction. Install slit fence (3.05) as shown on the plans to intercept and detain small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving the site. A temporary Sediment Trap (3.13) shall be Installed in the location shown on the plans to collect any sediment and reduce release off site. Temporary Divereon Dikes (309) shall be Installed to direct etormwater into the sediment traps for sediment collection. Temporary seeding (331) and/or permanent seeding (332) shall be placed on all critical slopes (3.1 or greater), on diverson dikes, on sediment trap beets and as needed to stabilize disturbed areas. All controls Installed In phase I to remain For the duration or the project. The sediment trap 16 to be removed at time of curb and gutter Installation. Inlet protection (3m1) 6hall be placed on the Inlate of all storm sewer structures to Intercept and detain small amounts of sediment from entering the storm sewer eyetem. Culvert Inlet protection (3.09) shall be placed on the Inlets of all *tom sewer structures to intercept and detain small amounts of sediment from entering the storm sewer 696tem. Outlet protection (3.16) *hall be placed on the outlets of all storm sewer pipes and culverts to reduce erosion, undercutting and veloc►ties. Temporary seeding (331) and/or permanent seeding (332) shall be placed on all critical elopes (3:1 or greater) and as needed to stabilize disturbed areas. Stockpiles will be kept orbits and will be stabilized with temporary seeding and protected with silt Fence. vegetative stabilization shall be unlrorm, mature enough to survive and adequate to inhibit erosion. Permanent or temporary soft stabilization shall be applied to denuded area* Immediately after final grade is reached on any portion of the site. Temporary *oil stabilization ehall be applied immediately to denuded areas that may not be at final grade but will remain dormant for longer than seven (1) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant For more than one (1) year. Topsoil that has been stockpiled shall be surrounded with slit fence and protected by mulch and/or temporary vegetation Immediately after grading. All earth berms, divereloro and sediment trap embankments are to be machine -compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover Immediately after constructlol Erosion control mate ehall 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. CConstruction shall be sequenced such that grading operations, will begin and and as, quickly as possible. Sediment trapping measures shall be installed as, a first step in grading and will be seeded and mulched Immediately following Installation. Dame, dikes and diversions shall be stabilized immed►ately after construction. temporary seeding or other stabilization will Follow immediately after grading. Areas which are not to be disturbed will be clearly marked by flags, signs, eta The site euperintendelt *hall be responsible For the Installation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project to critical to the effectiveness of the program. All temporary controls *hall be removed within 30 days once no longer needed. Trapped sediment must be trapped and stabilized. After areas above controls have been stabilized, the controls shall be cleaned up and removed. Electric power, telephone, storm, 6anitary, water t gas supply trenches are to be compacted, seeded and mulched within rive (5) days after badkfilling. No more than 500 feet are to be open at any one time. All cut and rill slopes are to be 6e mIed and mulched Immediately after completion of grading. Drainage swales shall be stabilized with check dame until vegetation has bean well established, at which time the check dame shall be removed. Devices listed above are considered mlrlmum erosion and sediment controls. Additional control measures may be neceseary due to contractor phasing or other unforeseen conditions. It is the contractor's responsibillty to provide additional measures to those shown, as needed, in order to control erosion and contain sediment on site. All measures shall be installed according to the standards and specifications in the Virginia Erosion and Sediment Control Handbook There is no stormwater management onsite. Stour water will be detained by a regional pond downstream of the site. plasm All control measures shall be Inspected dally by the site superintendent or his representative and within 24 hours after any storm event greater than 0.5 Inches of rain per 24-how period. Any damaged structural measures are to be repaired by the and of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grabs Is established. Trapped sediment Is to be removed as required to maintain 5M trap efficlet" and disposed of by spreading on site, Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by sediment, It shall be removed and cleaned or replaced immediately. The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at all times. Also, It 1s the contractors responblbTlity for any cleaning/removal of any sediment on public or private roadways. I. Hold pre -construction meeting on site with Inspector. 2. Clearing and grubbing for sediment control devices oily (Phase I sediment trap, diversion dikes, silt fence, etcd. 3. Placement of sediment control devices. 4. Obtain inspector's approval prior to beginning grading operations. S. Clear and grub remainder of site. 6. Rouqh grade site. 1. Insta I drainage devices with sediment control. S. Final grading. % Restoration and stabilization of disturbed areas. 10. Remove erosion and sediment control measures with the approval of the Inspector. Neft- The Frederick County Public Works and Engineering Department retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Amos >vl?lltri 1. Aft permanent seeding shall be in accordance with section 332 of the VESCH. 2. Spread topsoil at a minimum depth of four (4) Inches. 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of S2 lba. Per IOW square feet (2 tons per acre). 4. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibs per 1,000 square feet (10W Ube per acre), 5. Seed all areas with a seed mix consisting of 61% l tt,cky 31 Tall Fescue and 33% Red Top Clover. 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ube per acre anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. Lary seeding *hall be applied to all disturbed areas subject to little or no construction traffic, 2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is, wet and repeated as needed to control dust. mom U1 au ku02 O U) eoCV ap 0 0 CU �20 CO 0 tw Z • 114 > I rn a C1i to w LU f UJ O '0 Lei aua an U In W FIB. W 17) w A 0 WA ANDY L EPLER Lic. No. 32809 64 kzL ip n-1 co Z to Z l-1 Q W ® � IL O E..4 J > c F4 O Y F CJ Z w L Q L C0 Q ®� z IIJ O V O W I DATE: 06/27/08 I SCALE: AS SHOWN DESIGNED BY: WRS _ A IMI-1�13ZI V Data y� Temporary Trap j Sediment r / w �.� '' r Structure t ge Drags Weir Weir Berm Excavated Area wet Cleanout ra St Required Design Length Height Height Dept Bottom Stora ge Height number Area _t°# .'a ., r rr �. 'C n. ,'' '"^�-,�„„—ATM / .....a*""'x:;:_ .•.,>,',' /r WET DRY WET DRY No H HW LSurface HG ( / 4 '' '��'..u.. Ac cy cy cy cy ft ft ft ft ft ft Area ft rs^y 1 m _.___ > �f�,', /" / if "`- r4 ' `�•- ST-I 1 3.00 201 201 212 201 18.0 25 1 35 1 4.0 29 58 1682 2.00 la 1 A r , % ` p �� "� .�r,�r ' g ' �{ \ / I , 1' ' 1 J _ _ z '{ , ..� � .r" ~ /' :f ''" ,• ` 1^...^` A "*+� � �� � �1� '! `. A"ram j✓f. '„r i •'`i '1 ..,„,":�a=r �jj � ti, r. � r /(/ �"L.....� `1 / ! � (tl �� .y,` ( l %� / PY, j c f j,"77— (J/ , 7-7777`77- 02 9 �� %r I,.. ?) 1 �? T11 C ! {; •iStr { ar R ,nn{I! .I a {{{ L=I` 1 tl"{lm1 l.alVl{!r i{ !T, .`r '} ' : s 4 , �} i r, �: ~ } i f:_ '�-�r 11��'02 It 1- - 'f _l-�`. �_..� o ,,_� �,,tp �.- / ( `�` f C" ,-` 5 \� f',",.,o , 1 1 ', �'a 1 A C�1 1 f�-.. t.,„ .. .,.• „,,._w,,,,.'"'„�. .a (� (� QQ i 1 s �a� (, 1 __ A 3 � CO tw ' �{!{. ' r!'s•,�1 f''p3�t y{ �', ,.� \ „p]y r-1 4 p F f M1 �1 ` .� 1 cv ' �0>1 , ( } P f f . IN,5*r. h"• f,�r'rL y�. 1. _ _ _ - TEMP. GRADING/GONST. ESMT. / r `- �` �' 2,3t � � -�,�;- LIMITS OF CLEARING } f { ' M 1w4 r ( f „,. > t:? r't t. n �_'' ~ -, i W D+ to Q) f ( ( I f` % ,r —AND GRADING �" •)11' I I j � a V -0 P p vj ff1 ! I ( Irz t I >~ \l,' WtoED /NN l `-' '� i i ( n ti t �x j G e 1Ix ................... ,mom .. 1 T41! .. I Tf,1= {' D; ~ ^ qq .. ' „,,, { . �. ) ,• f �, ' tt � .. - - , .- . '. ._ " r "„,. _ _._ ._.. -_.. -_ r r ,� I fii � v1>.�11 1,Al.!["1 {� /;�?�.^,�n {„ f`�;1`{t� 1 �� il: )1 1 iC�,�' I ..r ff i) ► :. �' `l{l 1 rs.T11 �iT ts� afi . I a � a..°'�1 1+} •• 1� 11F� m�. � w f ' ( ' 4 �',. %I � � .•.,'"'' \ .'r � , ?:� C`, � ,J �.». � �~�� { ,� e "f ( t ` "., f') 11%, S r ,� �r '� 1 f % 'f �` ' 4 I145T.110 012671'�`;'2218? .g 0 5IL I I f\I ' __ i I •'- .ns 'y t.. I ttl F.i �� ^ I D A - .0 ,4C i ( w� i 4'3 I �`.Q, I l l �� - 5 ! -A � . •"� � f'' $ �°� � ..x� I 51= f ,� i 1 � `� \ / :."' I I I �I � i :� ` .,.."-"..x'-!-?..�---, ,,� it ► � ;,. LIMITS OF CLEARING AND GRADING / ,� rs. I � �.� :5^ �, f .; , ��A i"- . `'�. If ,,� '��.e.a,� ,r \� rM.•-. '} L f I �', f : � ' r OP ` ? yr !3 i I I I f• j 1 i a 1 .' t• 1111 ' J ' _..� '.. (( /� ' ,.�•�..�...,,,�, � � � r �.., � �,�,., f i �,..�..,,,..�°" 1 ;�, i (� f � A DY L+ K LER � f _ ) 1 I l 4 ,.. 5 1 i r 1 f ° Lic. No. 32809 NAL j �' »._»..,.... ...1/ af' - ' w,,\ _ `} - 4•'0.".�.,. - t '``+�j ` !" I� 1 ? LIMITSLEAR dl' `�►t'> AND G�b NG ...\ .^� f^.6f { 4 f �F rra., •{ ' 4 t ` f 1 �...... � I � { ( 1 •Z I It'll 4 ,�._.� 1,.., 1 —.A t y I 1 n .nr s., ; � a I � i •� _a ti fMY,/ �A., � S y911 4D � 1 .T �1' ``r� a� \ 0 - ` i rf � l �'^• r I t � �r r, ` _��) � �) � ` 1� �� °� f/� Y �.: •�xl_.a, fir° "Fr `� \ ..,��. � { J .G;;%`},I�w�Y '4,A.1 i,,-,,.f ;•,? _! � ! •!i� .�� � � I � � 1 V�1 Ji —� I �},. .w..•1....5 „M���%'�~ ER0510N/5AD ir'iNT CONTROL LEGEND �' I..��>,M} 1a �-> TO 51LT FENCE D A #2 - 0.]a AC ► w� - I J o. ►-a E--i NO, KEY 51'M50L DESCRIPTION ,�` r{ = �'��� ' - iI i ,. r�a �'..� �' Ld�' --_ J O TEMPORARY GRAVEL CONSTRUCTION T •� I O -.��/ ,,� / O. W 3�l-*�1 O ENTRANCE .02 1 �i - ( „� �> _ I;. �:• .. _ s; UJ 3.05 SILT X-- - - — FENCE SF T F NC i.{`1. {�-,�.��.8 11,�,�,:'' r'x �,t`11ttI, �i' 4�•� �, �,, _ ti k 11. >r: t,, i {, ,h ETC r't I,.. "? 3�"I •!t, ! i 1 {! "# 1; F 4 t , ., 3,.! I ! 11 it . 1 .,.1,T 1 s . _ >J .fit. 1 .1It. ,t_i i 1r �1"1 1 ? y - !� �...:... 1 �.•, { /'?< � 1 � .. 1 ... h' � .. .,. � � i '�� �'Fa✓� ��� � Y�i_ f �I M1'_a-G.i3,7.�p✓� 301 IP STORM DRAIN INLET PROTECTION / Ir�f�.,'�__- i; : xT. { 11 i .i1?tr s�+1s211 i 1 / !i ►oa f Pa" t,' . 'r a,??it'd, ` i.�iz`r, t' r �� f r i �Y CO (� Q 308 CIP TI N ,?;,rl� 1?1i'. t1•.2r%�2:1'3 1 CULVERT INLET PROTEC O !e-,::wf�^^ 2. �, ,` �. f q , ��_Ar4r�}w_rt", ��'!T „ JT ��cr`,*,- w NW .J t �.,,. _3- P. �'IT, 1"1t, / f ! f 1 ?, r4 _''i•„ �..w +'.1.... `�J F•-i O / 4 �:. r1 H r - ... „ � ` �� ! / Jf i r P r' m 4 309 DD TEMPORARY DIVERSION DIKE J 3.10 FD FD TEMPORARY FILL DIVERSION co f A r,��a n.I t ,{ fin" p T1 �' •.� {?nl':. il�,�,u1{� ,T` .—n.v+u }. ' f F`.. ' — f"' .r i i{C, j " V 1 Q ;; /iw �,�� .'ir i"tP,1#�P.{.R+r{l 1'� nt{ I (I"� I+�"i1.1 --fir- !.,�, �`"` ! I ---- -n..3� IV;, O 3.11 TEMPORARY RIGHT OF WAY DIVERSION �- rn ,j`''-:!S II°�S1C7 1� f'1f Ei -' " j?` - r, R� 5PON51 �L LAND D 15TUR� R _ _{al r �, - , 3.12 DV DIVERSION r' f ww�a ; \ ?�• �,{ Q `o NAME: ';�. 0 s ti "... f LIMITS OF CLEARING �, d�'' r ,, `,.� ,. ,�► 3.13 ST .►fm TEMPORARY SEDIMENT TRAP �- ''f AND GRADING' w� ; • , . y k-t) 3.1 CERTIFICATION #: ff f; , f! f ,. R 8 OP OUTLET PROTECTION I v+ DATE: 320 ROCK CHECK DAMS /—' FOR LAND DISTURBANCE GREATER THAN 10,000 SQ. FT., EROSI AND SEDIMENT CONTROL i I s a `i , -`�`f DATE: 06/27/08 333 SO SO SODDING THE RE5PON515LE LAND D15TURBER CONTRACTOR CERTIFICATION IS REQUIRED. r i� t� I i'a ' :� TP o 0 0 TREE PROTECTION 15 THE PARTY RE5PON515LE FOR �` i �� �� , i �' T,1{, �>,-A-3,.1C -- - ,� f art �' _ SCALE: 1 30 CARRYING OUT THE AN 15TU IN �x: I t; gTPH CC1, 1rT" 1 r rl l rr'1 LCG LIMITS OF CLEARING GRADING RR E D D RB ( I I f;•' K >j I I c.,.;tIf'r,11111f� Ir�T 1fi�.}{?�°}rl !1'l.S�', ta.a. f DESIGNED BY: WRS ACTIVITY A5 5ET FORTH IN THE PLAN5..� fr.>tr f DRAINAGE DIVIDES 1 r ,�r; FILE N0. 2804SN 30 15 O \ �1 1 e ( 30 60 SHEET 4 OF 18 CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED 3�_, jR�; WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN = ��.k z� �,. J ' SCALE: 1" = 30' 14 DAYS AFTER START FOR EROSION AND SEDIMENT CONTROL ONLY 0 8 — 0 51 v OUTLET PROTECTION DESIGN Temporary Sediment Trap Data .-._ MINIMUM TAILWATER CONDITION -Plate 3.18-3, Virginia Erosion and Sediment Control Handbook Structure Drainage Storage Weir Weir Berm Excavated Area Wet Cleanout Ilk, CULVERT PIPE PIPE 2-YEAR 2-YEAR APRON RIPRAP rM�mbar �� Required Design Length Weight Height Depth Bottom Dim Storage r-leight z STR DIA FLOW VELOCITY LENGTH WIDTH UP WIDTH DN CLASS MEAN DIA MAX DIA DEPTH # Do Q2 V2out La 3Do W=Do+La Cl d50 dmax Z*dmax WET DRY U1�T DRY Ii0 W Flu LB � SUI'fac6 HC ! � �y \ ( IN CFS FPS FT FT FT FT FT FT AC c f f t ft ft Area ft W 'r 2 1 24 12.3 6.0 10 6 12 Al 0.9 1.4 2.7 `fig .` _._ �_z \ ,� 8 7 15 2.1 3.4 10 4 11.5 Al 0.9 1.4 2.7 $T_I 300 201 201 212 201 180 2,5 3B 4.0 29 58 1662 2,00 ku \ -- - _ - %` -` 14 13 15 0.6 2.8 10 4 11.5 Al 0.9 1.4 2.7 ti r ,., f 1-1*u✓«jH;t \ \ 12 11 18 3.7 3.9 10 4.5 11.5 A! 0.9 1.4 2.7 DAB 24 16.0 9.1 10 6 12 1 1.1 1.7 3.3 _-I�"�; DA C1'* 24 8.4 7.5 10 6 12 Al 0.9 1.4 2.7 14' X 23" ELLIPTICAL PIPE = 18" EQUIVALENT �\_- I } � _. _ 24 X 3 ELLIPTICAL PE = EQUIVALENT L� V .,.\ , �;1 �-' - � C\2 _ t 8" E LIPTIC PI 30" ALEN l ,� J�• �P 1 �,,,a-. S� I � 4 r ''" � _ Tj_I �. i"i f�`�._i�.-Si 111�FT T 1'" `" . � .,. ,_.,., - _ S - / 00 THE r'i FJ5T0T:! F_f? A,t1 r E r <,. \ - �� ,. r ,.t±r1111FEP r�l s a.1.. LIVII` * Tf + T, -' cD i ' 4 � f I oP 1 '. c� \ I f-r�fYl. Ira 1 �,!! !yn- V,f_ •� rrc� .f,i 1 r Ic 1r,�1 r I Ei 1- Ll,�lrl Tru5T , _ { _�, �__ �F +122"11 / LIMITS OF CLEARING )1 f , -t1 - - r_ Q p m c� v It1 1. h1r�. 0x � 7?182, 1 I AND CzRADING ' =� - �1^ ,` QD _'A � � ao I CD M � /P11If�l! 1. f'2(i'C)2 00 f tca.. 21 iS I i � I l l / E ` rf�Ef°•!, E ( , j tI 1I #1 1# / / Wswo",�'- -- - -- # a :n on DA0,05 AC / I t:EAR .- son 1 Z _.. a �,. ! I f ! � II•n•nn,.r,.,,. ?,J E �., '. " - •-e:,, .,� _..,.- \ " ... ,_!-,. }' _:�,•- ar-" -"' ..-.- .._ _ y,•° ; t9�1�,. ^! ` � -. ttwwwwwo4 711 I , , ,s T .- - ---- --•-- / ` � a �` . � ... ,,.;, :...:+ : �. � � f :�,F . �. ll r't-1,� U�;, l �, i , _i t i • ,.. - !' - �•. .:, I ;a i\hdD Tr ilx i;'Y1 c:l'`1 I E Chi 1'1I&, i �.. 10!• vit+ -, 1 f"l ST, `1' _'Nf'I5i•t'r HE A i� � � 4.s 1 �?� 1',iD ��-- / 14 ,.WWII EI' I:l!SSEL 1- LIYIN'x TMLJUI, 1 f----- tr1-•-�•�*..%"`� � � � ` I # C i ,`, +ir ,� •..�! ���i• T f /l ! r I I �\ `�',s _ __ _ ..•+a sz+x..n_'-C.,�1._ .,, _ , i. ,r'., ,` ;: ' f,._- r :F---- r- D- ,4- _ = _ /� 1'� -- _ f . D._-- t +5 'IIS71� r207215T E" mi14�T. No.02(221a2,52 -AC_ I AND (eEE IN5T. No. 0. 0023110) , Sunman -73/ ,,] t , - r' ... ` .�,: _. _ If 11 P� U �. `,1 (j i i I � � � ;, � ��;T,7t ::: ar_,....a '� `�,. .�. � �;t - �=-.-;;. �'• "t �� II) � � �-,.i�q f �/ 1 0 1 l y \ ` i i-..,��` _,... I �---^-.,..,...... .: a: ° • ly ; s Y . r + , ` _ 1*••.--. ,•+....,. �p ,''. r '`\ k. I S.m. 1 1 I r ��,.- ;cs ._ ' •.� s "i 15T . V1 E� STR. 6 , I ` ` jti R,,�:_• - �:1�-�4Gj w �.I 1T `F ,••'�.' r. k� . F ate, D,4 = 0.65�AC ,,,-_..-_ I r z I ` a.... _.. . • - - i _ x C = 0:11 -- I,' "fi , . " p \ , 1 �/ ► , '� 12 4 ,.:.s , .,I `�'� LIMITS OF CLEARING I L j a i. AND GRADING I - _._.�_ :_�.....� »; �_ _ �._'�'._� '- ,_ ` ! I I i -~�---- {'� � •ram, . �''„-c � ! f I � RJ `� '�..._._......,..,,. (t ..... 1,....,,. I • I 1 Roo DRAINSA, r#12 II I I f, ..+ a I I $k l ' ( �� i I t t., ' r f / CO CO TO,STR: 6 i ROOF DRAINS , . I II f DA = 0.89 AG I 1 #= I _-= a i t, ) A 0.10AC 1 t Ii W 0 1 \ �.. •l.. I I f� i �;- I 'j' D TO STR #4 I / H CO CD - i. tk, / / ` �t._� , I swoonsL:� _ C - ' 0.90 I DA =At"E. I I r _ At ' .� ,.., ..:,+,--•-., �'"_,•-._� .., ,,r•.,,T,,.M,'''-,,•i ""�[ .1. =;;S, - C = 0.90`. �"+:�� I i - •�•.1 ,... 4 ti0 W co 0 i I Il� �i ti t i I / �, �'' TH OF 1 { ROOF DRAINS # I I I ./ / TO STR S A DY Lt EPLER DA = 0.08 AC._ C= 0.90 q �"' ;'' r I M 1, Lic. NO.32809 - now 1;�L a F - '�` '� L - - __ ,.f �-a,.l'_...- __� - _-... ,I , `"•(....-„_,,,.,._._..� � ! � ..._.,..._.,.•,.j R • •...-:_,..,..-....._...,. � 6 4-�..... ��'� �/` � ✓3: t / � I 1� � II �� I � N . ! -`i o_ -.'"� 'ir' 1 LIMITS G,LEARIN,1 ( 1 \ ,.� �, �•----i.•�._... ' / Q � t M�� i � ! 1 •r .A R. �t � 1 '� a., ' �` �- �-._.- /, l f _..,• L".`::,;, AND GRADING .. J 1 _A; I a lf)�' � x .1 1 ,.a .' r? _ 4 I \ , � `. d��F ,. ,s;. ':a�'• ^'11 .C'°.' .n.;-., ��:^,-••+. •.+•n.+r e.'. x' •-T' •• r ./r:r,.�""'"""v'--T... .x„a i ..^'_�,,-.•..r.: ..-......-..-.,.-.•. 3 I I"� �...+ I I I � „1 ` t I \ , -_ �., � Y1 I r ;...Z 4. .. �- _ ��°`1'c' R �()�� 1e ✓� ,� I I� , ` •..aAhr....`,.t T-r•"•'.�F9n. _" � \ �. r.. � - -� . .. _ , ; , . �,..' ,< r , • �.,� III �`1 i .,..•��...i �,:'Y ES�"'�'^9:^w..,r,x-•..•.' r:� t, L`r^t' ' I p-1 I ( \ 1 f � 1 '.�,,.�_......_... y � i'z'.'''`ur„`".�m'.'..,`^n^r.,:.'+r�+.-, a.._ ,,. ,,�',rj '� •„" w.. �j. ` .� +. � :�' � T'`�" � i ' � ,. -' �� 1 e h ti t ` t' , f __. ---__ _•-,__._� -, �. / , �:._. ,, - •. ��� ?'��� _i't� I tom.. I ��. � �• i � �....� ' \ <: �j •` ' ..._.- �""-� !^�.1: , ;' ,✓'`r13...1'1G , t a.i t t NO. 3.02 3.05 3.01 3,08 3,09 3.10 3.11 3.12 3.13 3.18 3.20 333 338 e 3 ash C/ 1 - {g R .. . ti J 4 ER0510N/5EDIMENT CONTROL LEGEND KEY DE5CRIPTION tc 5YM50L fir, �.}' ��� a ^- ,,.,,r, i")� r/ 3 ti 5,. `..`.. j'~'`•''"'..- fa`i e'� 1 I. c, ti`",,:.. i I _ .. R CE TEMPORARY GRAVEL CONSTRUCTION "'� ENTRANCE O f . 1Y 1p �'F i µ _.iV IF f' •iI ( 1 SF X- -- SILT FENCE �_. . iITt1 I !! �,.:.� , 1 i �r �, ` a, , • - CIP r ,.. I i iE �"'I'4I� I.:� i C. PI-iEi?� r.�Nl� . Fi it�H1"�:I? fF;):�,�,;�1_L L IYII ..,g T''`:l,i,, r, .- �,.' ,--•-••-.,.._.. ,A1A IJIE i�AR L AND i-i� IDI n11 5ELL (_IV1f i/ s fI=1vSr J 1a STORM DRAIN INLET PROTECTION ,, IP iN5E i°dL., rV, mm0tV3 ._2'i1, 0.63 _.C t I _t t1o, OP2002211q e I PROP x_.. ``¢¢ /- f CIP f i�;l / T CULVERT INLET PROTECTION • - ..,r,SE� k r (F'F iN$T. Rc. Oro0023110) PRIVATE .- ? Q f 1Ei": r ,r► - SHARED ENT f - f DD D TEMPORARY DIVERSION DIKE \ �/ ' - '.....'---_.--'-•• w_.._,.__-, is J + FD FOLD TEMPORARY FILL DIVERSION TEMPORARY RIGHT OF WAY DIVERSION DV DIVERSION ST TEMPORARY SEDIMENT TRAP OOUTLET PROTECTION CD --' --' -- ROCK CHECK DAMS SO SO SODDING TP 0-0-0 TREE PROTECTION LIMITS OF CLEARING t GRADING •� DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START r RE5PON515LE LAND p15rtURBER NAME: CERTIFICATION DATE: THE RE5PON515LE LAND D15TUR5ER 15 THE PARTY RE5PON515LE FOR CARRYING OUT THE LAND D15TURE31NG ACTIVITY A5 5ET FORTH IN THE PLAN5. O '� F, .* •./ -- �' ,:e%?-LiM•*1"•E;��j d-A �Iml�It,�1��1- ....._..__,_..__-,•• � l !f/ __ r<l,,tj+�/� ,� ` Tn �� / f. �,� t" 'lri;TENANT T� � � �i}=) ��-z.- TAX _-l�-.,� ItJS'r.Nc..010F�1/ri3 CtIF'I(Al'�,El snows; nons. `• / t LIMITS OF CLEARING r AND GRADING NOTE r o OP FOR LAND DISTURBANCE GREATER THAN 10000 $0, FT., EROSION AND SEDIMENT CONTROL CONTRACTOR CERTIFICATION 15 REQUIRED. +T w QW rEr-� H W '' E..� Q J0 a IM E- 4 o ILW E---> O W � � �el U ��wsw� 0) �ww W W �w M C0 Ins 0) 3 DATE: 06/27/08 I I 1J r' rr!f 1 I :, I x. �,ya I `.}a I f��...•,, .. , { ,I nr 1 " - �- Y __ i 111, 4--A-31.. _ - SCALE: 1" = 30' 1`r j _ \ i , ` I # _ THE CCt1111'Y 6f; (4)L INC)A t-1) C. t` FREPFFRICI,v., DESIGNED BY- WRS _.t INS1. NoCC11it, ViriNlrff?aT0 `, - f„0t FILE NO. 2804SN t , SHEET 5 OF 18 FOR EROSION AND SEDIMENT CONTROL ONLY '=r ' I ' 5GALE: 1" = 30' 30 15 0 3008-051 60 V aws 0 CURVE DATA CURVE DELTA ANGLE R4OIU6 ARC LENGTH TANGENT CHORD CE,4R/N6 C40RO LENGTH C1 07 20'50" 2,460.00 321.163' 16082' 5 78'14'44" E 32095' C2 917739" 25.00' 3983' 2537' 6 28S129" E 35.75' C3 04'51'46" 970.00' 1 02.32' 41.19' 5 19'13'14" W 92.30' v APPROXIMATE LOCATION OF EX UNDERGROUND. LINER r = 1.11. " No. 040004093 EX. CULVERT WITH CONCRETE ENDWALLS CULVERT pA-B ; I I owl �I I --,--------i--- s — N \ 0 _ CULVE 0 10+00 EX Efi t9 21+36.10 _ C N r� ff QD I MI I s F0 15 • 30 ,• a z W. W z z WoLr) > C N b �� 3 z �� x �' in� 0 W � Q) Q) I W � U ��� LO �r - E--F �o '*44 w co U) E-+ z w z o O 5 r z 0 U EE-H W 5 cn w 0 L) U w E- a V] w E- w U] w V w � a � rn rn o dof \ \ co co n2 0 � o o c� Q I I'll m m o "L,PLER Lic. No. 32809 41. `SIGNAL N 00 M to m aW Z W cn Q a ..I a o CL 1-4 rO v1 >101 WW i v W crco H Q W Z z o M cl) Q w 1u- _I _1 = a z 9 DATE: 06/27/08 j SCALE: 1" = 30' DESIGNED BY: WRS FILE NO. 2804SN SHEET 6 OF 18 ►"1 MI a) 4-0 Q) 08-051 NOTES: ' 1. STORM STRUCTURES 2 AND 5 ARE CURB CUTS. SEE DETAIL SHEETS FOR SPECIFICS. 2. PUMP STATION CONTROL PANEL TO BE LOCATED PER ARCHITECT RECOMMENDATION. 3. NO STOP LINES ARE TO BE USED ON THIS PROJECT. I fl 4. CURB AND CUTTER WITHIN THE CG-11 ENTRANCES SHALL BE WARPED IN THE AREAS OF THE FLOW LINE TO ENSURE APPROXIMATE LOGATIC' I PROPER DRAINAGE AND NO PONDING OF STORMWATER OF EX UNDERGROUND l 5. AN ADDITIONAL 24" CULVERT WILL NEED TO BE ADDED PARALLEL TO THE EXISTING CULVERT DA-5. EW-66 POWER LINES PE% INST. I I EX. CULVERT W HEADWALLS SHALL BE CAST IN PLACE. SEE SWM REPORT FOR CALCULATIONS. No. 040004093 WITH CONCRETE W All 6. THE EXISTING 24" CULVERT DA-Cl SHALL BE REPLACED WITH A 38"44" ELLIPTICAL RCP. SEE SWM REPORT FOR I CULVERT DA-B j f CALCULATIONS. , (SEE NOTE) i t ENDW�ILLS z 1. STOP BAR SHALL BE PAINTED AS 24" WIDE THERMOPLASTIC LINE TO LENGTHS SHOWN ON THE PLANS. t 6. STOP SIGN SHALL BE 30"x3O" SIZE AND MOUNTED 1' ABOVE GRADE. FOLLOW MUTCH GUIDELINES AS INCLUDED ON fTl EW-65 I t ' 20' DRAINAGE EASEMENT SEE SHEET 10 SHEET 16 OF THE PLANS. =; y 24" MCP �' FOR STORM WATER MANAGEMENT z 9. CG-12 HANDICAP RAMPS SHOULD BE INSTALLED AS SHOWN ON THE PLANS. CONTRACTOR SHALL CONFIRM THE NEED I - - _ ' I DETAILS. cv tM.16-A-5C MARK D. SMITH ET UX BASED ON SITE SPECIFIC CONCERNS WITH THE VDOT INSPECTOR PRIOR t0 START OF CONSTRUCTION. VDOT INSPECTOR t �19, �- - - / W 0 0 RESERVES THE RIGHT TO WAIVE THE REQUIREMENT FOR CG-12 INSTALLATION. 24�{ - .� c\I 1-4 THE CHRISTOPHER AND JENNIFER RUSSELL LIVING TRUST ► to RCP �■ CV -i 10. A FIFTEEN FOOT ROW RESERVATION HAS BEEN PROVIDED FOR FUTURE VDOT EXPANSION. X m� 1 / AND THE DARYL AND HEIDI RlaSSELL LIVING TRUST I X I I 0 INST. No 000012211, 11. ALL UTILITIES (SEWER, ELECTRIC, WATER, ETC.) AND ASSOCIATED EASEMENTS WITHIN 15' THE RIGHT-OF-WAY DEDICATION I i tnE�-6S- c, q m 00 0 MST. No. 020022182 WILL NEED TO BE QUIT CLAIMED PRIOR TO ROW DEDICATION. AT THE TIME OF THE DEDICATION, NO ACTION WILL NEED TO -� i •� co 0 M k TAKE PLACE UNTIL SUCH TIME. t' 10'XI2' CLLI }� \ 1 °' a� AND INST. No. 020022119 /� 1 RIPRAP in \ \ Z� � (SEE MST. No. 060023110) t I I I � \ \\ � ZONED: RALu s~ t` It EX FENCE /- -�F-- - - - --------- -- - - --- - - I� I i D -_I -�` 5 ' 1. I t l v v CILEAi IR=F / - _- _ - — �X 15' G ... .< t UTvT1`__ \� , a EASEi"iENT INST. No. 010'014192--�5<3�✓' GENEi�t-tlTiLfT-Y - � I r I I � � � E., EASEMENT INST, No. PARKING SFETB-- —_--- - - -- -- 010f�14.192 I � N Id�'4d"� 611b6__'_ _ _ -- / liV RIPRAP I TM. lb-A-5 � °� r xi a"o " � ° �; � � t �, MARK D. SMITH, ET UX, 5 I tg. _ 0 f AND THE DARYL AND HEIDI RIISSELL� a � / -- rdl5 CG-12 I LIVINCs TRUST, THE CNRISTOPHER AND---____� w rn 2-45' U BEND M im 2 I JENNIFER RUSSELL LIVING TRUST, x ,QY �\ 8 CL52 DIP WL M M I-FHASSEMB Y I I I INST. No COM12211, MST. No. 02002211g E— ,' 4 i ---- 2-d5' BEND I \ j MST. No. 020022162, W P2 / 20' WATER LINE ---- - '� " CG-11 I AND (SEE MST. No. 06@023110) � z z 18 x6 REDUCER------- - I - ` `j j � 0 w �, EA EM T I ENTRAN E I II o ��' I 30 x30 mutt ANDPA Um of ��DR1vE MAY rz z v A O �! ,� 6 3 STOf� SICxN I `STOP BAR t IYED $1( THE VODT MSPEGTORJ Z �3 z v - ---- 10 (� I , j - �t 6 L�11. 0 " ;� A r4 E- SEE UP-2 FOR THE TIE-IN TO T4E (� U U ONCRETE•.SIDEWALK o ; Exl M RbAMAY PAVV IEt•IT. O 6. COFJ`R1=7 SI, Lf< I%' .'.. a.w r • I Gr.y# GG-12 I a �+ 0 E-' g 3 w �rd22rd23 rd2dtr v -rd2 -• • I RIPRAP j { P4 cati 5 - :*w rd18 rdl6 I I I ! 1 w tit � � d26 rdl9 I. - - rdll I f j ( ; X a co cn �1 ► I j I<:.1r W ono ��o L - u.. I Ito I I H\ to I-FH ` rd28 :�I l I I A r- rn rn 00 k ASSEMBL ' *'} ' ' 5.0201 ACRES INST. No. 010013422 1 { r D 0 t INST. No. 010013%5 (NO I I 1 -► s { BUILDINGS) CI rd �t rd4 TAX PARCELcpi 3 16-A-5A / 0 w �� RANDY L, K LER rd14 I �� I SAN INV=110.9 � 1 `� •. -.. G, '� Lic. No. 32809 rd5 SAN iNV=110.9 I' � 1 0 Z� Zao�' 4 u I SAN INV=1103 SAN C/O I_ rd6 SAN C/O INV=108.9 + �: I i I SIGNAL `rd2 R _ I rd INV=109b rdll rl ( ' , _ `---"~ ty I 2" WATER AT. rd1 r rdl2 I - I. SAN C/O i I N 1 c> 6" FIRE LIE :`Q .. ... rd10-� INV IN=101.04 �� I SAN C/O �� : �' ' ._. rdi3 A11 i I t 1 1 - _ SAN INV. Y SCN 1 SEE SEWER PLAN/PROFILE Q / _ INv=110Io 2 .:' ' 109.4 C SAN LAT l I 1 ,. :. AN INV=108.19 2 45' FOR OFFSITE ROUTE (SHEET 11) 1` STORAGE SHED - 54 SF / r .: ; --- BENDs 15 0' 115 VDOT ROW 1 r (SEE DETAIL) 10 / ~ 2 d -� I RESERVATIONI 1QD c_ di 10 IQa I I -� 15' EX LINE TO BE DUMPSTER PAD 2-d5 , 1 I 10' I ABANDONED IN PLACE Q -`'- - - WITH GATE : j BEND 9 3 6 rd9 8 STAND 20j SAN. SEW. E T. ` PER FCSA REQUIREMENTS to - , (SEE DETAIL) yy ALONE FDC sit 2m WATER LINE W yy LEC. F;15Ef� X — �EASEEMENr I-8"X6" gCL52 DIP WL !� J -ELEC PAN L I Q, m E-� 20' WA R INE W -- _ 14---L61-- Gy _ 6" DIP W i-FH }`I 'TELE PIrD. EA EM NT WL __.__� _ ASSEMBLY y !� �� all TEE Q S I I JAI G PROPOSED 6 HIGH SIGN I t:,t: �s :» i I SY ' I t" ~(mil Q I (DESIGN BY OTHERS) / \ ,DEMO. AND REPLACE EX. I I d S W >-+ '--N � G 20' WATER LINE 2-d 1 MANHOLE. SEE PROFILE , j (L E-� n �— v EASEMENT EX .h'iH �' -- :: ' �ARKMG S T p OR DETAIL , I I =-_ - - O E-+ Q 4? 4 !~, U 5 ,=RACK -SECTi PIfiNCs-_ -`- -- ---_ _ -----_ __-____ TOP=11 55' ON "oF __. F Ili --- _ _ -- -- -- # ` - '� a. � R1'v rNST EMENT 15 6-%•4-r'Zi" W-78126- — — — W 12 ► --_ 1 � - E> 12"Wl �:�-- - -,; .t`r- .,�. ,1_ _ - f`, > W U 4 No. Oi0014732 -.._-. '' -_- IRF — — — W \jl' •I ONNECT T , \ ( �,1-- - �t41 _ k 10„W( U�2 GL-I Y.. 12 UJ/L t.r�1 ,� - 12" x 8" TEE 14 I RAP — — -EX.. \ I EX. 12"xl2" CR055, 10'XI2 �L-�I W TM.16-A-5B MARK D. SMITH, ET UX, C3 - -- _- - _�- - W/ i, 12" Gy I 13, I EX. 12 "XIO" rED. W/ 10" CsvRIPRA Q Y U THE CHRISTOPHER AND JENNIFER RUSSELL LIVING TRUST, ----AN - CG-12 \. I I " AND THE DARYL AND HEIDI RUSSELL LIVING TRUST D I, 8 Gv ISF .. ,L AND (3) EX. I2 GATE VALVES Z INST No 00MI2211 _ I I _ � _ _ ES-1 5L-3�r ROOD DRAIN COMPUTATIONS u' S 16• , „ `— - -__ 1 �k F -61' OF 24"X38 W w Q �� a a q /i /i - ,i ,r s /i a /i p - ,r ,r - • /i � 'r // � 'r // /, 'r 4121 W PROPOSED PRIVATE ENT IRANc C2 ' ''") ELLIPTICAL -RCP W Z Q4 198 01' - b SHARED �n w ED ENT - � -in ONCE STOP R I Ek En �c, CULVERT DA-CI 30"x30' ' (SEE NOTE) coVi STOP SiGN v1 tr SEE YOM DETAIL UP-2 FOR T14E T1E-IN TO TIC ExISTm ROADWAY PAVEmw. �. ArrURTENANT To J 5UE3J CET X l�q Gi 7EJ --- - -- - --- W 16-A-5A INST. No. 010'014192 (UNIMFRoyED) \ -- -__ ___ /� EW- _ CG-12 \ � - V / tX 20' SLIM ESMT ` Z uu u AREA of MILLMG AND A 01Y i' r- � ME MUM AND PA OF XSfES DRIVE MAY I t.0 Q i BE WAIVED BY THE VODT i ORJ itT() ni t1I `i�.'f( X it DATE: 06/27/08 ITT I E r SCALE: 1" = 30 fill I D T.M. 64-A-31C THE COUNTY SCHOOL BOARD OF FREDERICK COUNTY, VIR INIA INST. No. 0300102'31 t INST. No. I iTT DESIGNED BY: WRS U 040006564 FILE NO. 2804SN r� f 30 15 0 30 60 jr` � SCALE: I" = 30' SHEET 7 OF 18 i"I I I I 1 08-051 Ib m'' 4-0 W m K cc LLI EX CULVERT DA 5 I 1 1 \ J 1 EX. CULVERRT WITH ��� \ • -- -. -- - -- "` \� � \ � -/ / ..,-- -' � •� � I ,, -''- -- -- \ 1 \ 1 I E»lt.0 CONCRETE la ALLS FL - I TM; '16 t - -A-5G MARK 4. °.�iiii-1 - CO } THE CNRI8TO,14 ER AND.`, TPIIFER RCi,186ELL LIVING TRUST \ -� x P �` I >■ A AND tl$ DARYL Ah1D MIDI ' \ ( �it I r�► Ei�65���Ats'€ } V v a� cd I o / RI188ELL LIVING TRl�t ,� \ \ �'`� cat CO v •� I I NOT. No 000012211, \ \ \ LIMITS OF CLEARING i�� r '`ti1 I r l � co c', yWT. No. 020=102 \ (� AND GRADING , 1 .0 1 � _31: � M oa � �- 40 C AND' MST- No. 020022n9 \ '� > o I cv Z f - \ - - -- - _ -- TEMP: GRADING. ESMT, \ \ �> / RIPRAP x } I \ \ i�t in �C I t8EI= MST. No. 060023110) - ZONED: RA�- EX FENCE - � -- - j __ _ y j _ -I - _ 1_ -L,` ` �, ( - -.� ,,. � � . � � � � � W � � LINE 2.5' / % i I I 1 I - ----- - —/ ,�=- — --- _ ' ___J-- _ \ 1 f _ — _ _ _ \ 1 1 D 1 I \ , a I.� an CLEAR l �I �``� `� I � i ► I �: �' % H fe 141 \ �. c.13!� . 171� L_ RIPRAP • '1 JK 16-A-5 -.1 - - V.1 \ -A 1^R MARK D. ^SMIT I, i' tb-, fir. / roT . `d' I AND TI ..� aR1rL RAID F$IDI ' I I y� \ 4 ,r L.._-71 I L YINC� T1�lJST, t.FR3151 R AND 13 TC -I I I TC I 91 $ ,, --' ` -1 I y . I ;►'..ANIFER RLOSELL LIVNG TRUST, ' �0 f / ,. 121 MST. No 00MR22 .I, $ t l /.. , , /i3ers z� Tc r ,Ep M81: No. P�20022n9 \ H A \\ 14EP _ 13fic / / -- \ EP 08EP I ,` I.- \ NOT. No. 020022102, o A - \ J z 6 ° NE c / 1 / 14c - �i r - I 1 ' ;! s �' I AND (SEE NOT. No. 060023110) \ \ R CuCURg I 13 , 1 c - 1 1 1 r x l�or �/� c. �� I o 113 1 k 1 I \ - \ - { I 11 \ E- z \ / \ {-I 1 15Tc a I -6R } I �� n II \ W w o \ , 14 $ I r 13rQ 6 4Tc '` J / 14 ' I ' $ ' ' 1 �, , c.> / \ 1 13 12�d� - --- f -(� l t` `b r ( _ 11 I 0 }tl d1 li -- \ \ O W E } - / 1 s \ o o A o 13Tc b �./,: 14 R• I \ 0 i I #; x' i I V) o l xx 1 Il �C i 12 cTc CG-II STeKtET EPTION WITH. f / W f I \ ( r. l -I FLOW Li>'IAND IW,4�GUTTER (� w '..:r I �} \ I _ 1 I EP PAN TO PREVENT POiPING/ / w � w A UJI LIMITS OF CLEARING I I 114-3_ ' 1 F7 ; AND GRADING / ,�� � I al< I / ,.e = � - (I 15,E � � - .7 \ �- -,- ---- ._ -I_ . I i I ► . I 1 I / C IY, Y3 / Ci` C I 1 I \, I e I I 1 / J \ - J, 1► 1 II I / '�•�� � �C '� \ �� ti 7� =� II J 1-lr1c /I 1151 ��I I I M I ,�� o I 6 �P1501 11Tc Tc 14T \rn _ d a 16TFHEADER CURB J' :1 Tc- I: (I1 A co I \ \ 1\1016� 15 H*14�:,rcw�iq, 5 / FF= 1150(d \ I 1 I ` I I FI // ) 15EP 14$I Tc ». , •' \\ / \ j / I I 1 \� ( I }I 1 / / O.F' p.P / Tcl -: 14Tc 1 / �' t ,• — ~ �' i / J / I I / "/ ,, rc / RIPRAP ,; .;' 7: \ I i i- I / (� / / I AN L. PLER C J = 15 +I�O Lic. No. 32809 VL >� • `_` —, --' E i5� / ! ?'. . r R 1 I 1 / Lb _J-AA -Z�,d� / .�� w 1 i ► I j '-- _I i ;I• / 1 �' LIMITS , CLEARINJ4] , j G� I I i 10 1 AND GRADING rj` EX FENCE-- , \ 14� 14Tc : �— '13 ' ' 1 i '• 13 X 13 1 LINE 2.5' �,{ \ / Tc 14 c k T,r;,� tJ2 'mot ; . • ...,• .. I : }� ► — r \ I ! ( ,�I I t \ \ /F' �� I \ / . 13 /�/ r �,� C EP \ 1314 "Tc •. r r.: n 1• I X , I 1 G) I \ OD 14 M ` �13 ' 6 ' HE DER C RB-'; t /� !� / 4 I la la 12 x rc \ I + I 1 \ \ QI o I �. to 13 t Tc 13TC -�` ff 15 /j,.97-- 13eP 1`ITc = lam._ 12 I i - - EC (I Ef? 15� 14T I L F_1=C PANEL I I m E-� C ZJ v.._°., 1A T 1!E FED. 15 @ - rc'1- 14 I - i X 16 \ 1 I: - \ I I c L I4 / \, I c 13 c I I I ?'� \ / W Q� 150 _____ _ _ / - ► _ _ _ _ Tc 13T -6�� ---- I---1---� 1 Q 13Tc 13 I I 7 71 II I — ' _ �� --•--A Tr- 1`JTc l 15 C 1-1 14T / , i '� R3 4a\ n n . ` J a 1-4 [02- I ! " _ - J - " is F � / ` \ --- - - __ --_ �I 15 P ; J ► I " -10'XI l CL 1,41 Z I —I C� _-A �,� I TM 16-A-55 MARK D. SMITIN, ET UX, ' , '� � \� - _ 12 P � \ � I I I Q v I �- , ,� i �� ----_ /� 5 T 12 .. _RPRAP, ___ ' T14E CHRIBTOPFE KAND JENNIFER RUSSELL LIVMG TRUST, \ _ .... :i AND T14E DAKM AND 14EIDI RISSELL LIVMG TRUST 16(Y I.L ( / MST. No 000012211, �. t� / 1 _ N _ _ _ -. W 3 cP --� ES-104 r } / 1 1 I 7, 3.U7 , cx � ✓ I NOT. No. 020022182, „ r �_ /-' .., -�: - I EaC 61' OF 24' X38 i S Ib 4i 21 W m 13 / I t AND INBT. No. 020022n9 ,�� �' i980 , - PROPOSED Ee I ;� ,;,.,,,;C ,�,, iv ELLIPTICAL RGP W (SEE NOT. No. 060023110) \ // J/ b SHA E PRIV=ATE - I 5X. CULVERTIDA CI - ,.=-� ", , Z C J , ZaD= RA R ENT - T� ,' -` • - 6G-11 STREET CONNECT ON WITH `Q U1 ( - i i c-`? / 1 i / ,... �/` ► if \O ___ l rc) / FLOW LINE AND WA, GUfiTER � r�F;�SS-EGi�ESB C,�SEM��11' CF'RIY�11) _ - -. �= 3 �P f �` P�1 TO PREVENT PONI�ING , {��'`•.�' % - Q r ft-URTiwN�NT TO SUQJ�}CT TAY, PAPCEIr` ,��2,-A-5A INST. No. OJOPt 14792 (UNIMi=ROy ) \ / '`, T,.- EW-1^ 51 ,,� w PAVEMENT DESIGN JUSTES DRIVE / H—- k \ / i ram' ``� %'j° 2' - SM-SSA TYPICAL ROAD SECTION — _•., 6• - 2I5 AiGGREGATE FUTURE TYPICAL ROAD 3ECTI N / � ' — ."� _>` � � / � •, , ' / '�'' % / � � �� ,` Z PROPOSED PRIVATE ENTRANCE e UD-4 P _ ~ ., " °fl� �Q \\ V 82' Rnu \ rnAlrlrt: � rnANre6TW / -A LIMITS OF CLEARING Rau R O RNI 105, 105, / AND GRADING 60' ;� �� / / I EX. CULVERT DA C LIMITS OF BITUMINOUS SURFACE 5' 1 35' 2' 25' 12' 25' 2'1 35' 5' ( % 14.69 �� TEMP. GRADING. ESMT. I 4' 12 12' 8 `Z' SUI�ACE BASE 6 6' I 1Ti /� q� \ \ , / 1 `'� DATE: 06/27/08 (CUT) T is STANDARD CCa-6 1.� \' LDER SURFAC SNOULDE -20% -2mz YPI�AJI - UT •2�I6 -2AM \ Y I � I ■ •2�!!7i -Z�% -"A n, . _ S, T N.� _ _ _ � \ \ Uj I I Q /i/// 1 I j n — _ s I SIDEWALK 4• CL�� yc \ ,\ "tom' ~C �RAee enema ` \ \J�%',' In I I I - a' TM. 64-A-31G SCALE: 1 - 30 T//X cv ccr M�1. CONCRETE III/4' UV-2 NTEf� WIATE COURSE LID-4 (TYPJ \ } I '1� `- BASE BASE -218 AGGREGATE STCW } t I ''' `� r I I T71'IE COINTY SC+100I- BOARD FREDERICK J r _ r SUBBASE $' COMP4CTE7 LIMITS aF I COMM VIRGINIA MST. No, OA 0102SI t MST. No. / DESIGNED BY: WRS COURSE-BM-25 COURSE -EN I-25 PAVEMENT DESK�N J ' / / COMPAGTEO SURFACE: W SM 125-A UUD D-4 MM IN SUBGRADE -4 (TYP.) NTERMEDIATE: 25• IMISA 30 15 O 30 60 / ' NOT TO SCALE a■ 121-8 , �A ` II FILE N0. 2804SN I SHEET 8 OF 18 (THIS DETAIL FOR REFERENCE ONLY. IT SHALL NOT 5E USED FOR ANY CONSTRUCTION ASSOCIATED / �� / 4 ( -_ : r J - 5GALE: tl - 50' ► / f WITH THIS PROJECT) , -+�" / y\ \t' ��' / J 7C �/ / 08-051 m 0 O N m' 0 Z cc W W Z Z W 0 Q toto co Qcwli � ep Lo 4U ZL� 12, W cg W y o. 'o, (1). �� Hw 00 w vi d H A Q a 1000 YC a � 1000 YC 59.64 5D 55.22 5D 1.8 K-Ya I z 125 23 K-Val 725 2,10% 3.41% " .M_ _..._ .__, 1._ __.. .__. _..... _ - _ r w i �I I i 26221 6D i20 9 ® ® 120 125 -2 0®q® -4 58go i25 12® - v. ! i ! N HIS ovo� M 1 0 � MAIN ENTRANCE PROFILE AT EXISTING JUSTES DRIVE IDI al TH OF NDY L. PLER Lic. No. 32809 , 'kU0l'VAL N '- ® t co CD NO U Z F-4 <4 w W Q a Q ® p4 Z % >0-4 a O U >= O Q4 I. W W Z hoc =i La v z 3 � i DATE: 06/27/08 SCALE: H:1"=50'; V- I"=5' 1 DESIGNED BY: WIGS FILE NO. 2804SN Maiovi�'=l�mu EX. GRADE f?ROf!Q$ED GRADE W cq W N> 9+00 9+50 10+06 10+50 11+00 11+50 12+00 13+00 13+50 14+00 14+50 15+00 15+50 16+00 1(v+50 9+50 STORM 1 TO 10 115 1 695 0 10+00 10+50 11+00 CULVERT DA-B 115 115 110 115 (O95 695 10+00 10+50 11+00 STORM 7 TO 8 10+00 10+50 11+00 CULVERT DA-Cl k1mommiM 110 69 105 69c 695 68 gim 120 129 110 119 105 10! 10'X11.5' RIP RAI 100 109 PROPOSED ....... . .:: EX. GRADE _ _. ......,. ..:v ,......... ;L Al 64.0' OF 14"X23" RCP- 6 0.509, 120 12k 110 114 10'X11.5' RIP RAI 105 10! i 120 115 0 7z, 695 695 -... ® _..,, 695 695 _ INTERNAL WATER LINE 10400 10+50 STORM• 12 STORM• 14 m z cc LLI z Z lil a o co ,n w (p 40 Zy al � I c cv W �,a �E a� U N tnF E- 1010IN N a� w� W � � z o 0 -14 0 5Fa� W U � A. da A U w w � w w x o co C)A DY L 'VEtPL )R5: Lic. No. 32 0 kZ4 Sq�2 l®NAL _ co co to Q ® U N >- cn > W W j Q J It a F-4 z ® �aocr �D 04 a w O E-4 >= E-1 CC e� e� D W z� �::� >x Cf) co tu eJ v N 100 DATE: 06/27/08 SCALE: H:1"=50'; V:1"=5' DESIGNED BY: WRS FILE NO. 2804SN SHEET 10 OF 18 08-051 w i cc .0 W z z WCQ o to C >0 ccQl AdMIRAL �YRD MIDDL SCH OLY�� CV,-G ' .�'o v \ \ \ \ \ �.'n►._-" l ( EX / � �r', � � 44 ..TOP INV. our . 10W0 SNP �, . =' �r (TO BE REPLACED) ju 0 -' —� %\'�-, '`"` Irty. a�T�imS �Ar \� \ c��i E L INNI: 013E I . ,a6aNdED 1N PLACE 1 / < PER rid raulr�EMENts ® \t \ ROSA LANE,� \ = - -'11 — r EX 10" IU�L / .�'�� I - — 2',,G- t I I / / _ �-G �� G— G—� _G^---G—� --G G—_t;_ S ,—� S ; . 1 1 ( �_ T� _ i r�, o S S -�"` — S _ - ��O /`\�a� �\ SAN. G/O f� H H W 3000' of 8 �® 35/16 e 0. Oqo 3000 OF 8"_ "a4 35/16 0.w9 - g / SAK MN-4 r P , � �G I I Imo. ��_\ \ ., 195�b4� OF 8 ,s®R 35/16 ®517, I % INV. -10104 \\ w w q E>C sAN MN- / \ w1✓ _ _,- , I I l am' s wE ' Ea Emir s aN Mra-z / A I ma, TOP .1i14.M / / , I ! sAN MN-1� t � \ \ 1 1 / / f 3 1Nv ■ im338 \\ \ (,PA \ \ z / / f \ t� / TOP ■ 10z3g - f TOP ■ ,1m I 1 I \ ,roP ■ i15.4m�/ ( 1 oP ■ 1��m Nv. ur .103.18 �, \ �► \ I ® o / /NEB W. 1N ■ 6564 (CORE DRILL) / ■ \ ` , _ % \� to �+ 11dv M 69s.4� 1Nv.1N "Im138 ! ( INv. IN P0158 � \ � \ U, Z U] EX NWIN ■ &SMS / I I I I � INV. OUT ■ '161.18- I INV. T U) Vl q / INV. out ,169s�0 \ \ \ �- — � \ Ex IN r OUT/: 6s253 / J SANITARY SEWER PLAN VIEW a a m � w w w x x � SANITARY SEWER PROFILE n Rim co co co co cD o o T of 1 v A Y L. PLEB 1 Lic. No. 32809 K QNAL W i co in W :.ice a '-' Q m O �.._ 1x 04 i/1 > Q z W z J M �D 1 — a w 0 P-1 I E-1 U > UJ � ` w Q W z F-4 mo�� 1 >x z co co DATE: 06/27/08 I SCALE: H:1"=50'; V:1"=5' 1 DESIGNED BY: WRS FILE NO. 2804SN SHEET 11 OF 18 08-051 r' a) a-1 CL a) 4-1 m 7 7 ORIFICE C - 0-I2'44' / 8°WCE LM FFLAWBE CN CUT p' TIC SMUTICl•!S TRA 4 RACK 40 PVC FIFE W W Z / J l / / / l / l 8(0 / ►1 10 N/ / / / / / ! ... / / / / �j / / / / 101 / W cQ 0 m w � / /I /f /r �I // / ! I Ct LvM A - Ds18" CQ e} o 1 0 c"°D T.M. 79-Af-1 I ' SH NANDOAH MOBILE C9U4T INCj / I 8 . I' � ; ► / / / �/ / I v .. CO c,0rvo 'on 1 1 PG 6 3 'iC GA® D B 32 / � I , ! i C�S .R,q / / / f / ZONED: MH11 I I I I I S. /F(... l 1 ►ocq -:/ .,.. 'l / / I INCIPAL , / / s / , '..'.'.�.�.' / STORMwATER MANAGEMENT BASIN W b ® � a`O totER RI / I TRUCTURE /i� f l 5 ,15 Fw / l /EX. /SAN SEWER / AND EASEMENT ! - /.../ .. I ai o D I N " ►,.,/... / o/ / / ' / ®Y / / ! / , /., lT a / / f` / ...../ / / // 4,rb ` PLASTIC SOLUTIONS INC. PYRAMID TRASH RACK, FART s, PYD 96 BOLT TRASH RACK TO TOP EERM - INV., n SS ANCHOR BOLTS � Q W U] .' � / ?'" / / v iw YR wS ELEV. • 19®95 FT �,D�EP EXT N6ED OL ,'` D&TENTI0�1 ! / ! 3.1 SF IFIG / / / / v 10 YR WS ELEV. = 189.99 FT �� �� !. / / ®� .' ® !d ► al I (0 IFIC,E B� / RI ER -ENV PRINCIPALv 2 YR WS ELEV. • 1s9.16 FT = Z / I Inv in STEM GUIDE (typ) U1 Q� t _ h /J / LN f I "' \ / ,d\' / 0 © / f / i \ \ HIGH MARSH ro / '� 4OW PSI CONCRETE PRECAST RCP BASE AND RISER STRUCTURE PER 2'X2'X6" CONCRETE SLAB - R FOR ORIFICE GRATE AASHtO M199 8 DIAMETE n n END SECTION 12 44 CUT N RISER IFIC CAT 186.40 v EXT. DET. wg ELEV. = 186.40 FT (3812 CF STORAGE) 5 90 iC-_ - , �. \ \ y SHALLOW MARSH WS ELEV. = 186W FT / 0 $-3inV %� `: �: n 2" ORIFICE _ IFIC AT 186 / `/ / / / g� \ \ FO R E B Y� \ \ \ X 16 FI \ ,' I" DIA. STEEL ROD DOWEL a 4" OZ. CONNECTNG THE RISER AND SLAB n n 6 scH 4m P 64 18 RCP- C361 6 GV WITH VALVE STEM Inv / Q��( 1 ( �.% \ \ \\ /�S SL / HIGH MARSH' %- 85 ct \ / co . �n r \\ \ 1435.4 /SF CLASS B-25 a 0.590 4 I w/ CAP p a 6821d W/ END SECTION e Y n � 6 DIP DRAIN WITH VALVE A . w---- 71 �. (No�rrALLY ct.osED) 6amb TH op U � RA DY L, PLER � �' LO RSH o1 / / -'�I , } j'' , e71n 90.5 SF %° / / -- - _ _ _ / r / / l c' r,x Qom!", / A SECTION - PRINCIPAL RISER FOR STORIWATER MANAGEMENT BASIN Lntc. No. 3280C9, L - ,`l' Z�j (� 1 Inv // !S PnV p��/ / / / 10 YR STM ELEV.S`sj®NAL� M f /� NORMAL POOL HIGH 00 Al / / / 698.2 e ELEV. 786.' - =NOT S = ' b / 10 YR STM ELEV. FOREBAY �v / 78�.99 /417 SX 1. PH ATICLINE COMP 10 YR STM ELEV = 189.9s' LINE LENGTH 84:1 = 38.7' h - /`Q /tom a31nV / / // / / / <v fr DOES NOT CROSS BANG ABOVE TOE NO DRAINAGE HOMOGENEOUS FILL A t, SYSTEM REQUIRED COMPACTED TO 9590 MAX. DENSITY10 a All A_ Q TOP OF BEi-d'1 ELEV.- i9.0 20 O ® E-+ � / PROP. GRADE 12' 16 1.91' a U Z E4 Z 4" TOPSOIL COVER 0 ` �� W ►-� EX. - _- - GRADE 9 ►-a Cam+ 0. LL v NORMAL POOL / �: p / / / / i< f. ►� / / y ELEV.=l786.00 ,-:r / - / T.M. 76-A-5 -, - 64 IS RCP- C36I CLAS 8-25 a OB% 41 CONCRETE ANTI -SEEP STM STRUCTURE W/ EN SECTION COLLAR (35'x35') (SEE DETAIL) ° ET U X I 1 MARK D. SMITH, CUT OFF TRENCH 4' / / '1 i / / / '`i AND THE DARYL AND HEIDI RUSSELL LIVING TRUST; THE coNCRETE ANTI -SEEP DEPTH, 1:1 SIDE SLOPES COLLAR (3.5'x35') 4' TOP g 10-YR IUSE •ANTI COLLAR- SEE s R+ W W E CHRISTOPHER AND JENNIFER 38-p��l -SEEP COMPUTATION NOTE 01 0 � Im RUSSELL LIVING TRUST, INST. No 000012271,NTs \� ``tt INST.-N.o. 020022179 S O L:UATMANAGEMENT - C S S CTIO Q co \� 4. W i ! INST. No. 020022182, I I AND (SEE INST. No. 060023-1�10)-- U z 7 01 \ / 1 \\ < l \ �'' .,, ,\ ANTI -FLOATATION DESIGN - (RISER 50UYANCY CHECK) ANTI -SEEP COLLAR DESIGN 1. VOLUME OF WATER DISPLACED - 8' RISER x 8.1' = 401.1 CF 2. WEIGHT OF WATER DISPLACED - 401.1 GF x 64 LBS/CF = 26054.4 LBS . 1 I \1 \ 1. DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 82 FT 3. VOLUME Or- CONCRETE -TOTAL VOLUME = 2435 CF 2. SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) 3:1 SLOPE WALL - 8' x 8.1' x 6" = 32.4 CF 3. SLOPE OF PRINCIPLE SPILLWAY BARREL (Sb) _ 05go SLOPE BOTTOM - 8' DIAM x 42' = 211.1 CF d. LENGTH OF BARREL IN SATURATED ZONE (Le) 38.1 FT 4. WEIGHT OF CONCRETE - 243B CF x 155 LBS/CF = 31,1425 LBS DATE: 06/27/08 SCALE: AS SHOWN 5. NUMBER OF COLLARS REQUIRED (FROM PLATE 3,14-12) = 2 COLLARS 5. EFFICIENCY - 31,1425/26,054AA00go = 144h9o, COLLAR DIMENSIONS - 35'x35' i/ ' \dcQ\ BOUYANCY CHECK OK STRUCTURE WILL NOT FLOAT. DESIGNED BY: WRS 20 10 0 20 40 ...-- FILE N0. 2804SN SHEET 12 OF 18 = jSGA�LE: I �� 2/0 08-051 m SYMBOL BOTANICAL COMMON ZONE COUNT NOTES AV Andropogon Broomsedge 2,3 28 1 gal. container BL Betula lenta River Birch 3,4,6 6 4' height CC Carya cordiformis Bittemut Hickory 3,4,5 1 4' height CV Chionathus viginicus Fringe Tree 3,4 2 4' height HM Hibiscus moscheutos Marsh Hibiscus 2,3 50 1 gal. container JV Juniperus virginiana Eastern Red Cedar 4,5,6 2 4' height LL Larix laricina Larch 3,4 4 4' height LO Leersia oryzoides Rice Cutgrass 2,3 46 1 gal. container LB Lindera benzoin Common Spicebush 4,5 9 2 gal. container PO Potederia cordata Pickerelweed 2,3 29 1 gal. container SN Salix nigra Black Willow 3,4,5 3 4' height SV Scipus validus Soft -Stem Bulrush 2,3 51 1 1 gal. container TD Taxodium distuchum Bald Cypress 3,4 1 4' height TS Typha species Cattail 2,3 83 1 gal. container VD Viburnum dentatum Arrowwood Viburnum 2.3.4 9 2 gal. container NOTES 1. TIME SWM FACILITIES ARE TO BE OWNED AND MAINTAINED BY THE LANDOWNER ROUTINE MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: z 1101111111111 cc au Lij Z WCv W cat M It � t o N N U co ,n to 0 Z 1�4,� .� � 03 0 1 x 0C a o W � U 0 't4 to tw 0 0 � >, A 14 0 5 I �97 - 'iH of O RANDY L, EPLER Lic. No. 32809 CssIONALyCs 2. THE SWM FACILITY SHALL BE INSPECTED ON A SEMI-ANNUAL BASIS AND AFTER ANY STORM r WHICH CAUSES THE CAPACITY OF THE FACILITY TO BE EXCEEDED, ANY TRASH AND/OR DEBRIS W WITHIN THE FACILITY SHALL BE REMOVED AND PROPERLY DISPOSED OF. INSPECTION REPORTS ARE TO BE MAINTAINED BY THE OWNER io a 3. THE SUJh1 FACILITY SHALL BE PERIODICALLY CLEANED OUT (EVERY 5-10 YEARS) DEPENDING to ON SEDIMENT LOADING, $O AS TO REESTABLISH THE ORIGINAL PROPOSED CONTOURS AS SHOWN ON THE PLAN. ALL EXCAVATED AND/OR DREDGED MATERIAL SHALL BE PLACED IN OPEN SPACE AS DESIGNATED BY THE OWNER THE DISPOSAL AREA SHALL HAVE APPROPRIATE E 4 S Z CONTROLS AND SHALL BE IMMEDIATELY SEEDED AND STABILIZED. Z 1'^"K V ) 4. TOP SOIL SHALL BE REMOVED UNDER PROPOSED SW EMBANKMENT, AND FILL MATERIAL a SHALL BE SELECTED, INSPECTED AND APPROVED BY GEOTECHNICAL ENGINEER I P-' 0 5. ME IATION OF FOUND SINK HOLES AND ROCK FRACTURES (IF FOUND) SHALL BE IN REMEDIATION R � � L � W ACCORDANCE TO THE GUIDELINES SUBMITTED BY THE GEOTECHNICAL ENGINEER THE GEOTECHNICAL ENGINEER SHALL BE PRESENT DURING THIS OPERATION.Z Q >= W 1. PRINCIPLE RISER DISCHARGE CONDUIT SHALL BE REINFORCED CONCRETE PIPE W/ �L U SINGULAR SPIGOT JOINTS W/ RUBBER GASKETS AND SHOULD BE EQUAL OR EXCEED ASTM � � DESIGNATION C-361. 0) W 8. ANTI SEEP COLLARS SHALL BE LOCATED AT LEAST 2' FROM A PIPE JOINT AND SHALL EXTEND A MINIMUM OF 2' IN EVERY DIRECTION FROM THE PIPE. SEE DIMENSIONS IN DETAIL � W W Z FOR SPECIFICS. a S. A MINIMUM OF ONE FOOT OF FREEBOARD SHALL BE MAINTAINED BETWEEN THE 100 YR pq WATER SURFACE ELEVATION AND THE TOP OF BEW, vi 10. SOILS IN ZONES 1 AND 2 SHALL SUPPORT THE SHALLOW MARSH (ZONE 2) AT THE TIME OF STABILIZATION AND PLANTING. IF NECESSARY, A LINER OF CLAY, GEOSYNTHETIC FABRIC OR OTHER SUITABLE MATERIAL WILL BE USED TO KEEP THE M0I6TURE/WATER IN THE CORRECT AREAS. 9 DATE: 06/27/08 SCALE: 1" = 10' DESIGNED BY: WRS FILE NO. 2804SN SHEET 13 OF 18 08-051 cast In place access door, centered In top (see note 1) varies at property Ilne 2' max. (see note 2) concrete pad 18' dla. x W deep 4'stone roadway box 2' CTS polyethylene 2T - 2B° tubing (PET) 200 psi 12, w/ SS Inserts at all :. 48' min. connections BO' 2' custom setter (meter by FCSA) meter Interface unit (see note 4) standard flat top for W diameter manhole finished grade 3'riser section for 4 diameter manhole with cutouts .t .y 3' min. `8 stone bedding solid support blocks 9 under custom setter saddle with 12 gauge solid Insulated copper wire for line tracing, PJ X FIR coupling and corporation stop taped at 10 foot Intervals MIP plastic plug water main ball valve curb stop with Pi (CTS) both ends with 2' NOTES: gate valve operating nut 1. Access door shall be by Halliday Products or our approved equal: a) In non -traffic area - model no. S1 R3030 b) In traffic area - model no. H1 R2424 �B �r 2. Water service crossing street shall be encased In II SCH 40 PVC or SDR 21 pipe. The piping shall - run from one foot beyond sidewalk, across street, It to one foot beyond sidewalk. e, 3. Install 12 gauge solid Insulated copper wire (for line tracing) from co . stop to Into the meter box wrap wire around m p [ aP corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box; wrap around bottom of angle ball valve; terminate with 12'tall place). 4, Meter Interface unit requires 1 3/4' diameter hole. CUTOUT DETAIL (typical) THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1 1/2" and 2" METER INSTALLATION -8- Both joints of the fitting shall be restrained. In addition, all joints Within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE JOINT RESTRAtlNED LENGTH OF PIPE (FT) LARGE SIDE JOINT PVC DIP 6- 8° 10' 12' 8° 8° 10' 11' 8' -- 40 60 60 -- 20 40 40 8° -- -- 40 60 -- -- 20 40 f0' -- -- -- 40 -- -- -- 20 REDUCER L 1-I �III� �ill�illl L I L--Bel In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PiPE (Ft) PVC DIP 6° 8° 10° 12° 6' 8° 10' 1 12- 60 60 sal 100 40 40 60 1 50 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- MAR 08 24' select backflil 8' 112 O.D. 6' CONCRETE CRADLE JUN 06 W concrete CONCRETE ARCH I 24' select backfill B' i CONCRETE ENCASEMENT TRENCH & BEDDING 4- In addition to restraining each joint of the tee, (1) any joint Lb that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A Wye shall be restrained per a tee's Lr and a 45° bend's L requirement TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. HORIZONTAL BEND RESTRAINED JOINTS - 6" THRU 12" 2 OF 3 -3- MAR 06 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X 6 Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 10 20 10 20 8 X 6 20 ?a 20 20 10 X 10 20 ZO 20 20 10 X 8 20 20 10 20 Existing 1*- 5' min. Pavement 5 min, Edge off VDOT Edge of VDOT Right of way Right of way \V/ 48' min. water 361 min, sewer spacers (see notes 1 $ 2) joint restraint Is casing pipe or carrier pipe end seal tunnel liner SIZES REQUIRED CARRIER PIPE CASING PIPE Wall D!a. (� Dla. C) Thickness (7 4 or less 12 .250 8 16 .250 8 18 .375 SECTION 10 20 .375 NOTES: 12 24 •250 1. Separation of carder pipe from casing pipe shall be by 14 24 .375 manufactured steel and/or plastic casing spacers. 15 24 .375 2. Spacers shall be placed on spigot end within 10 Inches of 16 30 .500 connection to bell; then 2 spacers evenly placed on length 18 30 .500 of pipe, 20 3e .500 3. Carrier pipe within the casing shall be restrained 21 39 500 4. Water service laterals 24 36 .500 a. Casing pipe shall be SCH 40 PVC or SDR 21 1) 3' diameter pipe for 1'service lines ( for larger pipe use tunnel liner) 2) e' diameter pipe for 2' service lines b. No spacers or sand fill to be Installed HIGHWAY CROSSING -5- APR Oe RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X 6 Lr Lb Lr Lb f0 X 6 20 10 20 20 12 X 92 20 2TI 20 20 12 X 10 10 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 ?0 20 TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6° 8' 10° 12° 6' 8' 10' 12' 90 20 20 40 40 20 20 20 40 45 20 10 10 20 20 20 20 ?0 21.5 10 10 20 ?0 20 20 20 20 91.25 ?D ?0 ?0 20 ?0 ZO 20 20 DOWN BEND DEPTH 4 Fr. MIN. �Ld� DOWN BEND RESTRAINED LENGTH ;Kn1I 4'select ackfill 2 O.D. MAR 06 finished grade finished grade UP BEND DEPTH Lu � Lu Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). RESTUNED LENGTH OF PIPE (FI) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. SRE/TYPE DEGREE OF BENDS Ld (OOWN) Lu (UP) 511E/t)PE DEGREE OF Ld (DOWN) Lu (UP) 6' PVC/DIP 45, 22.5 & 11.25 20 20 f0° PVC 22.5 tit 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12° PVC/DIP 45 40 20 8' DIP 45, 22.5 & t 1 ?5 20 10 12' PVC 22.5 & 1115 20 ?0 10' PVC 45 40 20 12° DiP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAR 06 Oft ' .`: boot IntraFlow Low -Profile Inside Drop .................... . . .. ................... ®:• • - stone �. multiple 3ft fastening minimum lugs drop o. i ..:ir �. •t • to •'• w ,!; ,. o. B' stone - Inside drop system manufactured by Royal Environmental Systems, Inc.. DROP MANHOLE -14- MAR 08 r die schedule 40 steel ''ft Dips filled with concrete ,_ 3 and palnted yellow finished ! ? 7 grade 2 18° rile L Gi concrete encasement (, : ' l; f •- 8 BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If Installation Is In an area having a high groundwater table, the Authoritya engineer shell be contacted for hydrant relocation. 3 - as required concrete pad 1'-e' die. x 9' deep 2' min. - e' max. 4' stone stone to be screw type minlmum of fr adjustable above top of base valve box locator marker stone Jolnt concrete pad 181 rile. x e' deep finished grade 4' state screw type adjustable 48' min. location marker valve box joint I valve restrained stone restraints to main 5 \, . ,.Ili e II. `; - w � 8'x 81x le, solid block 2'R D ' • a ro s 01 ►. Water stone 14' thru 36' GATE VALVE NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. COMBINATION CURB tit GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAI FOR AS RADIAL COMBINATION CURB & GUTT 4. FOR USE WiTH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER 2J&1 BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slops of subbase courses provided a minimum depth of 7' is maintained. COMBINATION 6" REVERSE CURB & GUTTER A-1 EW-1.11 s x SEE DI NOTE 1 b SHAPE TO BE BEVELED ---------------- ! H WITH MORTAR D I FLOW _._.-._.�._•_--_ _.. DO NOT BEVEL INVERT B + o i NOTES: 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MMNIWM OF 4" WHERE ENDWALL 5. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWALL CULVERT (WHERE THE FLOW ENTERS THE CULVERT). PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7•HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2- THIS REM MAY RE PRECAST OR CAST IN PLACE. EDGE OR REVEL LDGE. 3. ALL CAST IN PLACE CONCRETE TO DE CLASS A3. FOR PRECAST SEE SHEET 8. ON SHALLOW FiLLS, WHERE ENOWALLS ARE 1' OR LESS BELOW SMOULDER 101.02. LINE, THE TOP OF THE ENDWALL SHALL i£ CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. (0* TFIIq STANDARD TO BE USED WITH SiRA)CHT CROSSINGS AND ALL SKEWS (0' TO 4y" ), 9. 'Y4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANuFACTLIRER S OPTION. 5, HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR. EW-1 EW-tA ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12- 15. 15" r' OR 24" 27" OR J0" 3W OR 3T A D'-6" D'-6" 0'-4" 01-11" T-W' 1'-0- B 0•-1T• 1•-i" r-3" i'-81• Y-9" 2'-0' C T-4" T•7" T-9" 2'-2" 2`11" 2'-0" D T-0" 1'-3" P 6" 2' 0" Y-A7' 3'-0" F 0'-6- 0•-6" 0'-8. 0'-0•' 0'-9" 01-91, H 2'-3" 2'-11- 3'-2" 3'-g" 4'-3" 4'-0" L 4'-0" 9'-D" B-0'• 6'-O" 10'-0. 12'-0" 0 01PA" 0`IY4" V-2" V-2'/a' 0'-3'/4" a s�4.. 0'-P/i' 0'-%" 0'-2- 0'-T/t" T-3" CUBIC YARDS OF CONCRETE CONC. PIPE 0.241 0,492 0-697 1.319 2,007 2.947 C.M. PIPE 0.237 0.521 0.739 1,396 2.193 3.145 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT CSPAN x RISE) 23"x/4" 30"x19" 34"x22" 3a"c24" 42"s27" 4S"e20" 4V*32" 53"x34" A 7- a" 0'-9" 0'-W" 0'-11" 0'-1r, T-0" T-0' T-O" B 1-2- 1'-3" T-B" 1'-8" T-9'1 1'-14" 1'-11" 1'-11" C T-6" T-ir 2'-1 2'-4" 2'-5" 2'-7' 2'-IT' 21-9. D T-2" T-7- 1'-10" 2'-0" 2•-3" 2'-S" 2`137 2'-10" F 0-8" 0'-8" W-0" Ir-9" 0'-0•• 0'-9" 0'-0` 0'-9" H 2.101 3'-3" 3•-7' 3'-9. 4'-0' 4'-2- 4'-6" 4'-7" L 9•-5" T-2' 6'-6" 9'-2" 1D'-2" 10'-il" t2'-W 11'-11" S1' n" 2'-8" 2'-101. 3'-2" 3' 8" 31-9" W.T. 4._5., 0 0' 2'/t" 0' 3'/� 0' 3%t" 0'-4" 0'-4/i" O'-4i4- 0'-5" 0'. VA. b a-2" 0'-2'/e 0'-2)'4" 0'-3" O'.31/t- O'.3y'. 0'•4" 0' 4/t' CUBIC YARDS OF CONCRETE CONC.PIPE 0.502 0.853 L238 L500 tan 2.101 2,512 2.601 SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS REFERENCE ws 12"-36" CIRCULAR AND 231'x14"-53"x34" ELLIPTICAL PIPES 302 VIRGINIA DEPARTMENT OF TR/NWORTATION 101.61 valve - - - re, tralned to main 8'x 8'x 18' solid block Forced Sewer MAR 06 top of manhole at grade In pavement areas finished unless otherwise directed (top shell be set 24' grade 1' 6' 24' min. min. above grade in undeveloped areas) 1 �dearapenin square skid pad 8'thlck around manhole frame In developed areas 3/4' x 2° butyl 4 joint sealant adjustment rings a 3W max. (11' m®k.) 24' min, in undeveloped areas 3/4' concrete anchor bolts (4 each) concrete ASTMC-150 finished grade 4000 psi • ` grade :4 12' or 18' (typ.) exterior of all sections to have waterproof coating a 1 ° nominal size butyl joint steel reinforced , sealant applied between •' polypropylene steps , � • joints and on exterior side ' of Joints joints are to be sealed with 'O' ring gasket %' 'a• variable 4'-0' S.-4-- pipe to manhole connection to be „p by flexible sleeve Invert channel to provide a 8 0' min. smooth transition In to out, • 4'-0' max. for all connections y 2'-0- Max precast Invert or grout Dom`., ••'I c :� rl tap of bench to be bottom to form channel �' Li" ` p/2 v cam:'?1 ' '�� same elevation as top Z. of ;i'��>< °tl"•. 8. of pipe : e . P . e •r' .�. 4 •4'. ...... L e' beddingstone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to Installation. 2. If adjustment elevation exceeds two Inches use concrete aAusvrwd rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame shall be by shuns and nonshdnk grout 4. Skid pad to be placed around manholes located In shoulders of roads. 5. Flat top shall be used If height from Invert out to rim Is four feet or less. Frame to be flush In top. 6. There shall be a 0.20 foot drop In elevation through the manhole. STANDARD MANHOLE -13- MAR 06 INSERTABLE SHEET A179 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4-FOR USE WITH STABILIZED OPEN -GRADED - DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER 5H66 BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A I 41, I Z" R OF THE VDOT ROAD DESIGN MANUAL. 7" . ee oo oo oo ao a� -- - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-O" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER 105 REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 llV JL" IS 1 titSLL' Jtll-�C 1 tiJ 1 EW-12 y4- M EXPANDEO STEEL MESH (FLATTENED) BEVEL SLOT DETAIL (PERMITTED � REMOVAL) EASY A T D A t P 2._0.. -r- �, I ISOMETRIC 6� FL7- L - MIN. STEEL , A U MUNUM OR STEEL 08 INCH LAN. RNIETS OR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL 4'-0' U-TYPC ROLLED RAIL STEEL POST AT 1.33 LBSJFT, OR Moir m ALUMINUM ALLOY 3'-0" 0083-T . 0 -7® LBS./FT. UNDERDRAIN OUTLET MARKER DETAIL SECTION A -A NOTES* L TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERORAN OUTLETS, BARRING LOCATIONS WHERE NDERIDRCULAR TO 15 TIED I APID 7HERFLUSORIRNT AGE STRLUCTlR1ES. ENDWALL TO BE INSTALLED PERPE PIPE W. SLOPE DIMENSIONS �LA55 � CONCRETE CUBIC YARDS 2. OUTLET PIPES SHALL BE RIGO NONPERFORATEO, SMOOTH -BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSI TESTED ACCORDING TO A3TM 2412. 3. EXPANDED STEEL MESH (FLATTENED) SHA i HAVE OPENNOS OF APPROX. y'" X 1" AND WEIGH APPRO 0.82 L05. PER 59. FT, MESH SHALL BE GALVANIZED IN ACODROAICE WITH ASTM A-123, THE MESH SHALL EXTEND A MINMUM OF 1" ABOVE THE O.D. OF THC PIPE. AND 13 A BARRIER FOR RODENTS ETI THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SD THAT THE MESH CAN BE RELOOVEO F QEANOUT PURPOSES. A TIAa ,Tru UAV or a= ACT no PACT a e, are L H 4" 211 2'-e 1' 2 p,17 41, 411 41-5" T-T ' CL25 6" 2+1 2' 10 " T-8 �" 0.21 B" 4r1 61-31. T- 0.33 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANZED N ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PAINTED THE FINAL COAT SHALL BE NO. 13 ALUMINUM PANT OR NO.11 WHITE PANT, 6- MARKER TO BE PLACED AT ALL EW-12 LNDERDRNN INSTALLATIONS. MARKER WILL BE PAD FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE 7. SPECIFICATIONS. STANDARD ENDWALL FOR PIPE UNDERDRAIN �N 105 REV, WD4 VIRCOM DEPARTMENT OF TRANSPORTATION j02 101.32 1101 a Z LU Z WZ CID Cq CV W -t 0 j hD 3 ,q ,' x ® 0 ,� CQ CJ U W �U U� Ul b 10 O 4 A4 Lii S., to ,0 U ,, 11-4 w to EL A z W '�� U Z O ® V2 M q O a tx a a ®r, Cam+ , E-1 CO \ CC) CD CD N .-4 H Op U N Y L. PLER Lic. No. 32809 , ® iv is, joNiii L r OD W 1 cc W E-4 Z W E-4 �t <4 r , ® a. Z � U 1 v i r F� 0 < -:4 �U>_ _y W F-i ® M h3•i V 1 UJ U Z_ DATE: 06/27/08 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2804SN SHEET 14 OF 18 08-051 I\til:R'l.\Ili I SI W I TA 148 T-of-3,a NOTES: CURB DROP INLET THROAT SECTION 1. SEE GENRERAL NOTES "REC:AS- F,- ADOITI0"1Ai DEIAIL`: 2. CONCRETE TO BE 4000 PSIMiNIMUM COMPRESSIVE STRENGTH. STANDARD IC -2 FRAME AND COVER 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 FOR REINFORCING BARS, 4. REINFORCING IN ACCORDANCE WITH ASTM A-185 FOR WELDED WIRE MESH. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY 5.. 70•. VARY WITH MANUFACTURER. MIN. N 30'• 6. THIS UNIT MAY BE USED WITH ALL STANDARD 01.3 6 DI-4 (, CURB DROP INLETS, 4R/ES FRO M 2 LF. E 7. EACH FACE BLDCK SHALL HAVE 2 OR MORE LOOPS (e3 6' T O SESkFCTFJ BARS) CAST IN FACE AS SHOWN. THESE LOOPS MAY 7o•_p„ p< 2 FOR BE USED FOR LIFT, AND FOR TIEING IN THE POURED IN PLACE GUTTER SECTION. FACE BLOCKS ARE TO BE A: Tr cy j,•F 51• uE. T A.t SEALED WITH GROUT OR POLYSULFIDE SEALER, CMIN' 8. STANDARD ST-I STEPS NOT REQUIRED IN THIS TOP UNIT. FA-,,. C'LO:r SEE S',EE7 2 i.- FJ4 a;.' ER!4A,E�i. OCTAIL. SEE ALTFRNATr NOSE GENAIL SHEET 2 OF 2 ALL RIB BARS e5 ON 6" CENTERS. 2 TO,, -.� *4 BARS °- * 1 ea BARS - ■3 BARS i 1 0 45° ■J s4 BARS H 2'-0" BARS e4 MARS •3 BARS -- 6 e4 BARS 4 * - LOCATION OF HOLE TO VARY ACCORDING TO TYPE 1" DEEP NOTCH SEE ALTERNATE FOR INTERLOCK OF INLET CONSTRUCTED. DETAIL B • VARIES WITH MANUFACTURER TYPICAL MINIMUM BAR REINFORCEMENT 2'/2" 2'-10" W•11 ALL RIB BARS W'20 SMOOTH W•20 W-20 BARS ON 4" CENTERS. 6" , W-2o 4- e4 BARS W-20 W.20 a5 W-1t 4 W-11 6„ W-20 W-20 21/2,• W-11 a 3Y2" W - 2 0 w-n LOCATION OF HOLE TO W-20 W-20 l" DEEP NOTCH VARY ACCORDING TO TYPE FOR INTERLOCK OF INLET CONSTRUCTED. W-11 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT SHEET IOF 2 STANDARD PRECAST TOP UNITS REV. 3/03 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.05 RECOMMENDED MINIMUM HEIGHT CHART ag CO - PIPE SIZE H DIMENSION CONCRETE PIPE e., 3, 11 12" 3'-6" 15" 3,_VI „ 21" m4'-71/," ,d n _ S co a d122" 4,-4„ 21.. 5.•1 4.. 24" 5'•5" 2 7" r a �mw wao UNm cc n^o d 0 12.' 4'-4,. 18" 4'-10'/2" 21" 5,.1Y4., 24" 51-5" 5. 30" 6'-23'i" 33" 6'-5j4" 42" T-31/ „ 48" V-10" PB-1 GENERAL 1, METHOD 'A' PIPE BEDDING SHALL BE USED FIR ALL TYPES [F PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H ■ HEIGHT 13F COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. a b ■ EXCAVATION DEPTH AS SHOWN ON PLANS IR TO FIRM BEARING SOIL CIRCULAR PIPE L D ■ OUTSIDE DIAMETER [IF PIPE 2. d ■ INSIDE DIAMETER OF PIPE. 3, X ■ WIDTH (F CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY 13F THE PIPE. X ■ 12' WHERE d IS LESS THAN 361. X ® 18' WHERE d IS 36' AND GREATER 4. WHERE DIRECTED BY THE ENGINEER BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOINDATI(NS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PUV 30' AND LESS iN DIAMETER WITH HEIGHT IF COVER 15' OR LESS. 5. REGILLAR BACKFILL MATERIAL MAY IE USED IN LIEU IF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FiR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30' AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED Fat SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. 31 ■ OUTSIDE SPAN DIMENSION OF PIPE 2, $2 ■ INSIDE SPAN DIMENSION OF PIPE 3 R ■ OUT RISE DIMENSION OF PIPE. 4. X ■ WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY IF THE PIPE. X ■ 12' MERE IS LESS THAN 36'. X ■ 18' WHERE IS 36' AND GREATER 8. WHERE DIRECTED BY THE INFER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE-S2 IS 38' 13R LESS AND HEIGHT OF COVER 15' OR LESS, 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS i BACKFILL MATERIAL FOR ALL FOLNDATIOI TYPES FOR R13UTDE ENTRANCE PIPE WHERE-S2 IS 38' OR LESS AND HEIGHT 13F COVER 15' IR LESS. PIPE ARCH L S ■ SPAN DIMENISiON IF PIPE. E. R RISE DIMENSION (F PIPE. 3. B ■ SEE PC -I TABLE FOR APPLICABLE PIPE MATERIAL 4. x ■ WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY 13F THE PIPE. x ■ 12' WHERE Sa IS LESS THAN 36'. x ■ IS' WHERE S-2 S 36' AND GREATER WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE'S2 IS 35' OR LESS AND HEIGHT OF COVER 15' OR LESS. f" REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU IF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35' OR LESS AND HEIGHT OF COVER 15' OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS NEV. 1 /04 GENERAL NOTES 3oz 107.00 VIRGINIA DEPARTMENT 13F TRANSPORTATION 303 --Fa de4eM of lydd no & Cow ew 9t 6 IC-1 c SPECIFICATION RErERENCE 105 233 302 a ew4 o OIAler a y A �n 3• Dkmelr 'fie■. F W-0 Hale o• f W, I60dweo Cloth II L `Ban / LEIoA A Fad. d QxA Y Bon 0 dock c'aaw .lees r , . .; , ` •' F■ -has• sew I PLAN � � I SECTION A -A lotimk.--{1 I t-VatoR4rYm. id L r-Y IIT" ";"A 8 ry ar Y gareeee oener QdeaeYasd 0- OaIrL JMt A yBon F Bon E B Y:0 ELEVATION 01■c FRONT 4. . T ,T `O elier .aX• Tr sw IF A TYPE A POSE DETAIL SHALL BE USED WITH 00-3 & CO-7 STANDARDS. Ty" A Type B SECTION B-8 TYPE B NOSE DETAIL SWgl BE USED WITH 07-2 STANDARDS B+ H 1=1 a Y o-o. GALMN® PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF W 30' NOSE DETAILS CONNECT MS AND 15 TO BE ANCHORED WITH 1/2' X 4' STUD SHEAR WELDED TO BENT PLATE 2' C-C. r_1 AMR. M4. DI-3A DI-38 EN-3C T L T L L 1 H N p a.• �•-,•-�Y 1 L l `DUAL WHEN USED tW WITHOUT GUTTER Her u,e Mo For kw ae 4■4- FaBe tides to el+mm6lad ShM 1 d 2 STANDARD CURB DROP INLETSPECIFICATICH 12"-30" PIPE MAXIMUM DEPTH (H)=8' VIRGINIA DEPARTMENT 2M ,Gads of J 2 TRANSPORTATION ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN T-DI-3.4 ANC COVER �1'A" PRECAST FACE OF BLOCK q 3 BARS 1" 1-0' s �rSy2" PRECAST • � �T THROAT • 2" _ 45- . 2'/2" 1 ` yI 61/ PRECAST FACE OF BLOCK 2 6" II 4,. qa BARS I PRECAST FACE OF BLOCK SEE NOTE 1 BACK OF CURB LINE 11" RADIUS NOTE. DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJECENT CONCRETE. I/4 . ALTERNATE DETAIL FOR FACE BLOCK DETAIL A (NOSE TYPE B) PL AN ACK 2" NOMINAL 2 CURB ONE + a5• 4" NOMINAL 4" j- ., r____________________________; _-____ .' -L TT- ° SEE DETAIL A 4" 4" a. I I s/8•• X 4 I I HOLE FOR 1 ' DOWELING TO CURB FACE OF BLOCK BACK VIEW END VIEW NOTES: ALTERNATE ALTERNATE NOSE DETAIL B 1. 2" ° 4" NOTCH MAY BE FORMED WITH STRAIGHT SIDES, TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2.ALL OETA,LS NOT SHOWN TO BE IN ACC;)POAN. (FOR USE WITH MOUNTABLE CURB) WITH SHECT 1 OF 2 SHEEN 2 OF 2 SPECIFICATION REFERENCE STANDARD PRECAST TOP UNITS 105 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103.06 PS-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TDP OF FILL TOP OF FILL TOP OF FILL GROUND LINE H GROUND LINE H H GROUND LINEIF riN /rr/ "' riri rfif r �� / OR /f D-12" - / EARTH p,T2" UNY LDING D-12" FI-T d d d D/2 4" D/2WIL D/2 G .x MATERIAL II II MIN. 1/10 D T _ - I X MIN. 1/10 D %i' PER X �D� X BEDDING MIN. V10 D rI I I MATERIAL MATERIAL 1' OF H X 0 �i X hrt- MIN' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX.2s a ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE IMIN. 1.5 x D�MIN1.5 x D�MIN MIN. 1.5 x 0 MIN. 1.5 x D p�MIN. 1.6 K D MIN. 1.5 K D TOP OF TOP OF FILL FILL r" TOP OF FILL _H - H �H 'Vow D•12" / LINEUNID D•12 - GROUND D+12" fr/frMf /rfNfffrr GROUND d d d DJ2f - D/2 D/2® y EARTH - b MIN. 1/10 BEDDING UROCK NYIELDING MIN. 1/10 D �� SOiL X FFF"����-0 X MATERIAL MIN. 1/10 D EARTH X D� X BEDDING MATERIAL 116"NORMAL MATTERIAL EARTH FOUNDATION OFEH MN' B"' ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX' 24" OTHERWISE UNSUITABLE MATERIAL MATERIAL IN ACCORDANCE WITH NOTES) ®BEDDING SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE. THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS REGULAR BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROM AND BRIDGE SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN EMBANKMENT AGGREGATE SIZE 25 AND 28 MAY BE USED IN PLACE OF CLASS I BACKFILL. SHEET 1OF 4 SK`IiTEMNCEN INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 REV B/Q 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 TABLE OF QUANTITIES DI-3A,3B,3C I L AREA OF SLOT REINFORCING STEEL TYPE Concrete BARS A BARS B BARS C BARS D BARS E BARS F I BARS C WEIGHT Ft. S . Ft. Cu. Yds. No. Lin. FL e)' No. Lin. Ft. 1M No. Lin. Ft. tN No. Lin. Ft. No. Lin, Ft.* No. I Lin. Ft. No. Lin. Ft.* lbs. 0I-3A 2'-6" 1.15 2.26 - 1 T-7" 3 3'-2" 4• 1.83 2.59 5 11-6" 2 6'-7" to. W-10" 3 5'-7" 3 3'-2" 4 1'-6" 3 1'-6" 4 1'-O" 64 6' 2.75 3.02 5 3'-6" 6 6'-7" to W-10" 3 5'-7" 3 Y-2" 4 T-6" 3 1'-6" 4 T-0" Ili 8' 3.67 3.46 5 5'-6" 10 6'-7" 1 o 6'•10" 3 5'-7" 3 3'-2" 4 5'-6" 3 1'-6" 4 11-0" 158 DI-381 10, 4.58 3.90 5 T-6" 14 6'-7" to V-10" 3 5'-7" 3 3'-2" 4 T-6" 3 1'-6- 4 1'-0.. 204 IT 5,50 4.34 5 9'-6" 18 V-7" to 6'-10" 3 5'-7" 3 3'-2" 4 9'-6" 3 1'-6" 4 1'•0" 251 14' 6.42 4.78 5 1 11'-6" 22 1 6'-7" to 6'-10" 3 5'-7" 1 3 3'-2" 4 11'-6" 3 1'-61, 4 1'-0" 298 16' 7.33 5.22 5 13'-6" 26 6•-7" to 6'-10" 3 5'-7'• 3 N-2" 4 13'-6" 3 11-6" 4 1'-O" 345 18' 8.25 5.66 5 151-6" 30 '-7" to '-10" .3 5'-7" 3 3'-2" 4 15'-6" 3 P-6"1 4 1-•' 391 20' 9.17 6.09 5 17'-6" 34 6'-7" to W-10" 3 5•-7" 3 3'-2" 4 IT-6'• . 3 V-6" 11 4 1'-0" 438 61 2.75 1 3.01 10 1'-9" 4 6'-7" to 6•-10" 5 5'-7" 3 3'-2" B 1'-9" 6 1'•6" 2 11-0•. ill B. 3.67 3.45 10 2'-9" 8 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 2'-9" 6 11•6" 2 1'-0.. 158 10' 4.58 3.89 10 T-9" 12 &-7" to 6'-10" 5 5'-7" 3 T-2" 8 T-9" 6 V-6" 2 1'-0" 205 12' 5.50 4.33 10 4'•9" 16 6-7" l0 6'-10" 5 5'•7" 3 3'-2" B 4•-9" 6 V-6" 1 2 1'-01, 252 DI-3C 14' 6.42 4.77 10 5' -9" 20 &' 7" to 6'-10•' 5 5'-7" 3 3' Z" 6 1'-6" 2 1'•0" 298 16' 7,33 5.21 10 6'-9" 24 6'-7" to 6'•10" 5 5'-7" 3 3'-2" 8 6'-9" 6 1'-6" 2 1'- 345 is, 8.25 5.65 10 7'-9" 28 6'-7" to 6'-10" 5 5' 7' 3 3'-2" 8 T-9" 6 1'-6" 2 1'-0" 392 20, 9.17 6.09 10 B'-9'.1 32 6'-7" to -t0" 5 5' 7' 3 3' 2" 8 - 9" 6 1'-61 2 1'•0" 439 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JO TS WILL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL - 16, CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. S. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHC JT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIP MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH '/4" MESH OBTAIN TRUE CLAN ITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS, DIAMETER 0.03", NUMBER 4 MESH HARDWARE CUBIC YARDS OF C NCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. ' TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE RON AS SHOWN ON SHEET 1 IS-1, THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L 4.16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". 1- INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. * DENOTES LENGTH :OF ONE (1) BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE NVERT OF THE OUTFALL ALL OPENINGS .BY 2". 19. ALL REINFORCING BARS TO BE #5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE I STRUCTURE, THE INVERT OF THE STRUCTURE it. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USE IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SH ED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE NCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE, 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR ' 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS N ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. Sheet 2 of 2 SPEC"""°" STANDARD CURB DROP INLET REFEROKX 12" - 30'' PIPE: MAXIMUM DEPTH (H) = 8' 233 302 VIRGINIA DEPARTMENT OF TRANSPORTATION F104.10 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SLOPE TO DRAIN TO INVERT ECTION A -A OF OUTLET PIPE )F TREATMENT IN DROP INLETS • r- SLOPE TO DRNN - Jtl.I1VIV tl-tl I, PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION RETEN� STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 PB-i NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL R•12' TDP OF FILL R+12" TOP OF FILL ROUND LINE H H CRO - H GROUND LINE //f/ / R EARTH R S R 52�1 EARTH R!2 4" R/2 ROCK OR UNYIELDNC RJ2 1l BEDDING SOIL b C MATERIAL MIN. 1/10 R I S BEDDING MATERIAL i BEDDING MIN. 1/90 R x I MATERIAL X FW-S X T MIN.1/10 R 'Ij` I � L.- X W_s X X Ir■ff--S x /e' PER 1' OF H FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MA'")( 2" " ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE I�MIN. LS S, MIN. 1.8 x4 t_ MUM, 1.5 x. 1.5 >L 1=MIN. 1.5 x S MIN. 1.5 >LSy� R*12° TOP OF FILL 13+12" TOP OF FILL R412" TOP OF FILL H H H GREUND GROUND "ere ee _ GROUN R / / S 2 = / R S = 2 LINE EARTH ,% ROCK OR b 4" MIN. 1/10 R I BEDDING N IELDING { UNYIELDING N. 1/10 R Y kE MIN. 1/10 R BEDDRJG X hE--Si� X TERIAL BEDDING I/21, PER X �S, X MATERIAL EARTH MATERIAL i' OF H MIN. NORMAL EARTH FOUNDATION MAx, 24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH NOTES: SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION, OF PIPE CULVERTS CLASS I BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. - CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN ®REGULAR BACKFILL MATERIAL IN ACCORDANCE AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ® EMBANKMENT SHEET 2 OF 4 INSTALLATION OF PIPE AND STORM SEWERS CATM FUR .CULVERTS REF 8/07 ELLIPTICAL PIPE BEDDING AND BACKFILL - METHOD "A" 302 107.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 INSERTABLE SHEET A59 GENERAL NOTES: - 1, THE DETECTABLE WARNING SHALT. BE PROVIDED BY TRUNCATED DOMES. T (CLASS A-4 IF PRECAST) 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE CL WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE ' T HDIRECTION F P STRIAN RAMP FLOOR BY FOOT IN LENGTH IN THE 0 PEDESTRIAN 2 0 LE TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST AE PROVIDED FOR DOWEL OARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF _ PRECAST RAMP FLOOR. PRECAST CONCRETE.SHALL BE CLASS A-4. 5'MIN 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG 1 BOTH SIDES OF THE RAMP FLOOR.MID-DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1'/2". 12:1 MAX. - Y 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND CUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS P DIRECTED Y HENGINEER.AND SHOULD NOT AS SHOWN ON AN OR AS DREG ED B THE BE LOCATED BEHINDVEHICLESTOP LINES, EXISTING LIGHT POLES, FIRE ea 12 1 MAJ( HYDRANTS, DROP INLETS, ETC. ACCESSI8LE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING +2n MAX_ ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED _V. AND USED BY PEDESTRIANS. �N 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN ' AT X( .2" HIGHER THAN . THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT XC iI.' SAME AS 0 0 CURB TOP F RA P I PER ENDCULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" TACK. WHEN THE ENTRANCE RADOCANNOT TYPE C ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. - 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 2.6" - 2.4" TRUNCATED DOME C-r. O 0 O • 0 0C 0 0 0 0 0 0 0 0 0 O� 0000000000 0 0 0 0 a + T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p O N 02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Z L 50% - 6 X OF BASE DIAMETER 0 0 0 0 O O O 0 O O O 0 O 0 0 2 1' 0 0 0 O O O O O 0 O O O 0 0 0 f 0.9" 1VARIABLE r BASE DIAMETER 4'MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 - CC-12 DETECTABLE WARNING SURFACE SCFtCATPO REFERENCE_ EEFFERERENNCECE R REV.7105 GENERAL, NOTES 105 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 I I . =mT APPROACH sAIIE s1RFACNG (RADIUS TO BE AS I �' I A� AS MANIINH ROADWAY (SEE NOTE 6) GENERAL NOTES SHOWN ON PLANS) C C is �� FOR STREET CONNECTIpp�, THE CQMlECTI03d MallSY BE DESIGNED N ACCORDNrCE - - - - - - - - O BE AS WITH AASHTO POLICY AND THE APPLICABLE RAQUIL PLANS) REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL CURB GUTTER2. / CO-8 tTURNNG *of THE ENTRANCE RADII CANNOT ACCOMMODATE THE iEQUIREMENTS OF ANTICIPATED HEAVY TRUCK �_THE DEPTH FOR SIDEWALK 6 CURB RAMPS WRHN tHE LIMITS OF THE RADII SHOULD BE �EWALK (SEE NOTE 2) IINCREASED NER TO 7". 6"3. WHEN USED C WITH STANDARDTANDAR 13D-3 E RB FIC E O C;i-7 THE CURB FACE ON THIS STANDARD 6 TO __�OR BE AD.I>S1TED TO MATCH TIE MdUHTABLE CURB EXPANSIONT61JOIN EOINT CONFIGURATION. 4. SEE STANDARD CD-12 FOR CUiIM RAMP DESIGN TO BE MOTE, WIDTH "B" W-0" OR AS I of MAINLINE ROADWAY USED WITH THIS STANDARD. SHOWN ON TYPICAL SECTION. A-J 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. PLAN VIEW ENTRANCE NOTES 6 ARETO A FLOW IDE MAI LIE ROADWAY SLOPE TO PROVTE P09TIVE DRAINAGE LK IS GE 10'PARABOLIC CURVE THE ENTRANCE. EDGE OF iOIA DER t>iR OPTIONAL F OW LINE 6 x MAX. D SLOPE CHANCE ®. - - I� 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABlLIYATION U REQUIRED FOR MAINLINE PAVEMENT WHICH( CAN BE MAINLINE ROADWAY - - - '- -- - - - - - - - - OMITTED IN THE 04TRANMJ ax MAIL -_D ® 8, RADIAL CURS OR COMBINATION CURB AND GUTTERE QMA(G SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE D EXCEPT FOR REPLACEMENT PURPOSES - 40'MIP� FOR STREET CONNECTION 0. THE DESIRABLE AND MAxtMUM ENTRANCE GRADE CHANGES 20' MINIMd1M FOR 0". ARE LISTED N THE ALLOWABLE ENTRANCE GRADE 6' MIN. COMMERCIAL ENTRANCE TABLE- THESE VALUES ARE NOT APPLICABLE TO STREET WN NECTION & ® CONSTRUCT GRADE CHANGES WITH A PARABCI IC CURVE. ALLOWABLE ENTRANCE GRADE CHANGES SECTION A - A I ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXMM HIGH MORE THAN 1500 'VPD O x 3 x MEDIUM 500-iWD VPD sax ex LOW LESS THAN 500 VPD S 6 x a x CG9 ® NOTE, ALLOWABLE ENTRANCE GRADE TABLE IS NOT CLASS A3 APPLICABLE TO STREET CONNECTIONS CONCRETE SECTION C-C SPREFERENCE ECIFICATIONMETHOD OF TREATMENT - CONNECTION FOR S �M �M®ET iNITE�MRSECTiONS b02 MD C CIAL MCES REV 8/27 VIRGINA DEPARTMENT OF TRANSPORTATION( 1203.04 ES -IA R-H END ON OUTLET fND- Ct F I(71TT END ON INLET EM-5ECTIOtt l I -•-- E PLAN ... L0e9 OR STEEL F MRIC RERJFORCETIINT-� � \ A L PAY LINE SECTION X.-X SLOPC DETAIL END SECTION DIMENSIONS ,WAN X RISE A r 1 E 2311 1 ... 3 t0 B 111 ... 2,-8- ; K 3.' 91.„ �13 18" X. 24" 1-,,. 3 VI 2 B" 6 2' ,2,. X 27" 12" 4' 6• 1 6' 6-2" 5'-0 45' X 29" 1", 4'-11" 3.-3" 6 -2" 51.6.1 q3„ x 34•' 15" 5'-.3.. 2..-11" 8-2" G•-D' °PAN END VIE'vY CONCRETE TO BE i 4DhM 7 PEJ MINN74- r , 1 I 11 I, JW-FERENCEC FLARED END -SECTION FOR 23 X 14 TO 5 X 34 REV. 7/01 ELLIPTICAL.. CONCRETE PIPE CULVERT) 307 10202 VIRGINIA DEPART1,16NT CF TRJPtPORTAINONJ »5 DOWELS, 8" LONG A ERMIS CLE AT 12" C-C -.7 CONSTRUCTION 5• MIN; 12:1 MAX _ J1, z T 3 12:1 MAX N B z' B .L RAMP _I (SEE TABLE) i TRUNCATED DOMES A SEE SHEET 10F 4 FOR DE7NL5 5'-0" MIN SHAPE TO MATCH DACE OF ROADWAY CURB BACK OF CURB 48 :1 M 20.1I I 48:1M SECTION A -A I I RMI 1 E SS BLE CONSTRUCTION n JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH 1N FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 .4 8 12 5 10 15 6 14 15 INSERTABLE SHEET A59 CROSSWALK TYPICAL PLACEMENT P A MENT AT INTERSECTION WITHIN CROSSWALK 5' MIN A% N & •-'� A 4' SQUARE LANDING AREA F \ OUTSIDE OF TRAVEL WAY BE PROVIDED FOR \SHALL PERPENDICULAR CROSSWALK ROSSWALK WITHIN THE MARKED CROSSWALK AREA. CG-72 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 SPECIFICATION REFERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION REV.7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 a z ul W 0 CD `V V M Q0 •aQ U 1 CY) � q Cat x ,Jy to Cv 0 0O W��� a U 0 oM W T*r H O 'If r) ® 0 p q VJ W 14 N C A . C aCO a CO 0 RANDY LI K PLER Lic. NO.32809 ,: �k'LLQIVAL Cs ® qp� W a: V Z TE-4 V1 �l `� W W IL Ili 1-4 (-I--( E-4 CL w O V W W 1�1 in Z( C4 C0 V1 J z 3 DATE: 06/27/08 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2804SN SHEET 15 OF 18 08-051 INSERTA LE SHEET A142 END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" - 50" PIPE EB2 -HUB ENO ON OUTLET END-SECTION5 SPICOT ENO ON INLET DO -SECTION HUB END ON OUTLET ENO -SECTIONS SPIGOT END ON FLET END-SECTKDI r r r r _ CONCRETE CONCRETE To E 4000 PSI E 4000 PSI PLAN PLAN �+ -- C B DIMIETER - I- A;E I OF PIPE C---�7�•-- B 1 T+Ok A�x FIBIdC I STEEL FABRIC (DF°RCEbERfT + B?�BIT17 A A D h'-- PAY LINE t END VIEW sFrTInraEx-x END VIEW SECTION X-X END SECTION DIMENSIONS �E711 �OFMIIIIIIINM END SECTION DIMEN IONS PIPE DIAMETER A B C I 1 D E 12" 4" 2'-0'• 4' 1` W-r 2'-G" 1" 91 r -1r Q,,T• a 24" to" V-6 41.0" 2 7" 2 '-1 4' 6 1'• P- 33" t'- 4'•t01 3' �' 8'•t 5' 6" 9'-9' r 10 e'-1 61-0" 4 " 9'• -it" 48" 2'll 2'-2" - " r-Q., 54" 2'-3" 5'-S 2' 91• 8,.4,. 6G" V-6" 9'-0" Y-3" 8'-0" ­.wr „s yr - PAY LINE C B NOTES: PPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHR LENGTHS WILL UC REDUCED BY CULVERT _ THE DEFERENCE 1N DIMENSION "0". SLOPE DETAIL SPECW?CA71DN REFERENCE FLARED END -SECTION FOR 1211-6011 CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/01 102-01 H I w.�i�i�i�i - n • SECTIONAL ELEVATION NOTES 1. BEDDING MATERIAL IS TO BE AGGREGATE SIZE 25 OR 26. IF FOUNDATION HAS STANDING OR RUNNING WATER PRESENT,THEN AGGREGATE N0.57 SHALL BE USED FOR THE DEPTH SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER, CAPPED WITH 4 INCHES OF AGGREGATE NO.25 OR 26, 2. WIDTH OF BEDDING MATERIAL SHALL EXTEND A MINIMUM OF 6" BEYOND THE BASE OF THE STRUCTURE ON ALL SIDES, 3. HEIGHT OF STRUCTURE (H)IS MEASURED FROM THE INVERT OF THE STRUCTURE TO THE TOP OF THE FRAME AND COVER OR CONCRETE DEPENDING ON STRUCTURE TYPE. SEE APPLICABLE DRAINAGE STRUCTURE 5TANDARO FOR DETAIL. IINJLN I MILL JHLL I A'lbb BEDDING THICKNESS TABLE FOUNDATION BEDDING THICKNESS TYPE (b) NORMAL EARTH 4" FOR H < 10' 8"FOR H>10' ROCK V PER FOOT OF H, MAX. e" SOFT & YIELDING AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER SPECFICATION REFERENCE DRAINAGE STRUCTURE BEDDING 302 FOR DROP INLET, MANHOLE, AND JUNCTION BOX NEW 9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 105.15 8"X8" Opening far Backfill installation at both ends of Box Culvert. Existin Box Culvert Opening for Backfiff A Installation at both ends of Pipe. Existing Pipe I-C Backfill Backfill Double rew _ bricks shall be era to ed P Y Oau61e Raw Bricks hall be employed I ti_v C Double Row Bricks 12" Ian. I->r-A:`r:••r!'''. Existing 12" Mn, Invert elevation SECTION C-C SECTION A -A 12" Min. 12" Min. V.6.bie Up to 66" 0 Pipe Existing Pipe IaB 1 Imo- Mortar Existing Class A-3 Canc. Pipe Welded Wire Fabric: Concrete 3 x 3, W4.5x W4.5 (36" - 108" Pipesl Brick - y 3 x 3, W2.5 r W2.5 Masonry (30" & Smaller Pipes) a- 2" for 30" & Smaller Pipes •" 3" for 36" - 108" Pipes L° Backfill Suggested &- 4" Tor 30 Smaller Pipes B foisting Pipe 8" J( 8" Opening to 6" for 36" - 108" Pipes SECTION OF BRICK MASONRY i-ilitote mstcl)abon PIPE PLUG SECTIO14 OF CONCRETE PIPE PLUG of bockfillot bath SECTION OF PRECAST PIPE PLUG (Male End) ends of Pipe for all types of pipe plugs. Male or Female plug design SECTION B-B �to be furnished where opPh-ble. NOTES_ Backfillis to be either Flowable Bock fill cp Fine Agg gate as per the Spe ifica lions and is la he paid as cubic yards of Flowable Backfill. For placement of structures, see roadway plan sheets. Concrete brick may be used in lieu of clay brick. Jumbo brick wilibe permitted. ® Precast notes : Concrete to be 4000 P. S. 1. Min. Compressive strength. Concrete and Reinforcing Steel shall be in accordance with AASHTO M170. Detail shown for Precast Plug Is representative only, other manufacturer's design will be acceptable upon approval by the Engineer. QUANTITIES Pie p Sixe Cu.yds b-lifillaacct an- f i cu.yds Per Eoch Conc. Plug 12" 0.029 .013 15" 29 18"0.065 .049 24" 0.115 .100 30" 0.18 .166 361, 4 42 5 481, 0.465 .44 54" 0. .573 D. , " 64 " 1 1.031 " 1.2 I. 13 54" 1.42 1.409 90" 1.636 1.620 1z.luz 2.086 86 2.3562.340 SPECFICATlow DETAILS FOR BACKFILLING ABANDONED CULVERTS REFERENCE VIRGINIA DEPARTMENT OF TRANSPORTATION 107.22 LEGEND PAGE - A -FLAT SLAB TOP WITH FRAME AND GRATE (T-DI-1) 103.03 B -DROP INLET TOP UNIT (T-0I-2) 103.04 C- THROAT FACE BLOCK (T-DI-3,4) 103.05, 103.06 D - CURB DROP INLET THROAT SECTION (T-DI-3,4) 103.05, 103.06 E -SPACER UNIT (T-MH-2) 103.09 ' F - FLAT SLAB TOP WITH HOLE (T-MH-2) 103.09 G-DROP INLET TOP UNIT (T-01-5) 103.07 I - DROP INLET TOP UNIT (T-DI-7) 103.08 J - FLAT SLAB TOP UNIT (T-MH-2) 103.09 K-MANHOLE FRAME AND COVER (T-MH-1) 106.02 THRU 106.06 L -SPACER UNIT (T-MH-2) 103.09 - M-CONCENTRIC TAPER UNIT (T-MH-2) _ 103.09 N-ECCENTRIC TAPER UNIT (T-MH-2) 103.09 0 RISER UNIT (R-1) 103.10 P-FLAT SLAB REDUCER (R-2) 103.10 0- TAPER -REDUCER (R-3) 103.10 R -MONOLITHIC BASE UNIT - OVER 4' DIA. (8-1) 103.11 S -DOGHOUSE BASE UNIT - OVER 4' DIA. (B-2) 103.11 T - FOOTING (8-2) '03.11 U- TEE SECTION BASE UNIT (B-3) 103.12 V -MONOLITHIC BASE UNIT - OVER 4' DIA. (8-1) 103.11 W- DOGHOUSE BASE UNIT OVER 4' DIA. (8-2) 103.11 X - FOOTING (B-2) 103.11 ALTERNATE JOINT DETAIL 103.03 GENERAL NOTES - PRECAST PRECAST STRUCTURES WILL CONFORM M TO SECTION i 04 F THESPECIFICATIONS.I C O5. 0 .3' DIAMETER P WEE HOLES WILL BE REQUIRED IN PRECAST STRUCTURE URE LOCATED THE MANUFACTURER WILLHAVE THE OPTION F T I E E O 0 0 SELECTING THE COMBINATION N F E 0 0 ADJACENT TO THE PAVEMENT TO DRAIN SUBBASE. PLACEMENT OF WEEP HOLES IN PRECAST UNITS TO COMPLETE A STRUCTURE UNLESS OTHERWISE NOTED ON THE THE PRECAST LINT WILL BE DETERMINED BY THE PROXIMITY OF THE STRUCTURE PLANS. - - L S. -s TOTHESUBBASE. WEEP BBASE. EE HOLES MAY ALSO 8E REQUIRED INOTHER STRUCTURES' WHEN CALLED FOR ON THE PLANS OR DIRECTED BY THE ENGINEER. THE "H" (LINEAR FEET FOR. MANHOLES). DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE WEEP HOLES WILL HAVE 12" X 12". PLASTIC HARDWARE CLOTH, 1/4" MESH OUTFALL PIPE TO THE TOP OF THE MASONARY STRUCTURE. PLAN "H" DIMENSIONS OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH ARE APPROXIMATE E ROX TE ONLY FORESTIMATINGP 0 PUR OSES AND THE ACTUAL DIMENSIONS HARDWARE CLOTH ANCHORED FIRMLY TO OURSIOE OF STRUCTURE: SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. PRECAST UNITS LOCATED. ADJACENT TO CAST -IN -PLACE CONCRETE ITEMS, SUCH IN THEV EVENT THE TH INVERT F OUTFALL O E OU FALL PIPE I HIGHER THAN THE OTT F S E BOTTOM 0 AS FLUMES DITCHES,T CUTTERS, ANDSIDEWALKS SHALL BE CONNECTED EC ED TO THE THE STRUCTURE, THE INVERT OF THE STRUCTURE URE SHALL BE SHAPED WITH CEMENT ADJACENT CE UNIT BY MEANS OF N0.4 SMOOTH STEEL DOWELS SPACED ON MORAR TOP PREVENT ENT STANDINGOR P N 1 T 0 DING OF WATER IN HE STRUCTURE. THIS APPROXIMATELY 12" CENTERS THOUCHOUT THE CONTACT LENGTH AND EXTENDING WILL APPLY TO ALL STRUCTURES MEETING THIS CONDITION AND IS NOT TO BE AT LEAST 4" INTO BOTH THE PRECAST UNIT TO RECEIVE THE NF CO USED WITH TAN 1- T T STANDARD S 1 HE COS FOR INVERT SHAPING SHALL BE INCLUDED 5 �• DOWELS, THEY SHALL NOT EXCEED /A DIAMETER. IN THE PRICE BID FOR THE STRUCTURE. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED WHEN SPECIFIED IN THE WHEN SPECIFIED ON THE PLANS THE INVERT IS TO .BE SHAPED IN ACCORDANCE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS REFER TO STANDARD SL-1 FOR SAFETY SLAB INFORMATION. INCIDENTAL TO THE SHAPING IS TO BE INCULDED IN THE PRICE BID FOR THE STRUCTURE. 77r 4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. ALL PRECAST STRUCTURES TO BE CONSTRUCTED WITH 4000 PSI MINIMUM CONCRETE. STEPS IN ACCORDANCE WITH STANDARD ST-1ARE TO BE PROVIDED IN ALL MANHOLES AND IN ALL DROP INLETS WITH AN "H" DIMENSION OF 4'-0" OR GREATER, GENERAL NOTES - PRECAST VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/05 103.02 PB-1 18" MIN, rJ /J f N) / 18" IN. r) r� GROUND J LINE b III -I r -I BEp01NG MATERIAL EARTH OR ROCK - H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. FOR NORMAL EARTH FOUNDATION: BEDDING MATERIAL IN ACCORDANCE WITH FOR PRECAST AND CAST IN PLACE BOX CULVERT b - 6" ® SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR ROCK FOUNDATION FOR PRECAST BOX CULVERT b -I/4" PER 12" OF REGULAR BACKFILL MATERIAL IN ACCORDANCE H - 8" MIN- 24" MAX. WITH SECTION 302 OF THE ROAD AND BRIDGE FOR CAST IN PLACE BOX CULVERT b-DEPTH AS SHOWN - SPECIFICATIONS. - ON PLANS OR WHERE NO BEDDING IS SPECIFIED BOTTOM SLAB TO BE KEYED INTO EXISTING ROCK FOUNDATION. FOR SOFT, YIELDING OR OTHERWISE UNSUITABLE FOUNDATION: FOR PRECAST AND CAST IN PLACE BOX CULVERT EMBANKMENT b. - DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. - SHEET 4 OF 4 INSTALLATION OF BOX CULVERTS SPECIREFIRENCEN RENCE REV.1/04 BEDDING AND BACKFILL - METHOD ''A'' 302 107.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 DETAIL 1 ECG 1 IVN A -A SECTION B-B nFTA11 35 N 0 i MIN. 35 1 T 5LG I ION A -A 9t6: I IVIV A -A NOTES= I FOR MULTIPLE LINE INSTALLATIONS, DIMENSION 5 IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENOWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS A1.1. A•D I MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FdR BOX, ELLIPTICAL OR ARCH CULVERT. ■ USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS At CLASS Al DRY RIPRAP B fps 18 CLASS I CLASS I DRY RIPRAP 14 fps 24 . CLASS I CLASS I DRY RIPRAP 19 fps 36 OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B NSTALLATION I SH PIMFICATO 204 CULVERT OUTLET PROTECTION 245 VAGINA DEPARTMENT OF TRANSPORTATION REV 8/07 414 114.01 MH-1 -�- '" COVER A NON -TRAFFIC CONDITIONS Cl El Ej El 110 El It I R O.d.T. 1 LETTERING O,I -' ❑ ❑ r - ❑❑ ❑❑❑❑. 4fs / ❑ ❑ [�.' COVER 110 L9SS.. ; v at. PLAN TOP DuI SECTION A -A I t MACHINED 241 " DIA. ' " r' COVER B h 22%/ DIX _I - - TRAFFIC ® ❑i CONDITIONS } MACHINED /� ❑ ❑I iP ❑ ~� / - II 4 A A O '�7 r 1 yy^ 0 20" DIA. R � %. , 1 i OPTIONAL r J ��-i C LJ �jT ❑ ') P ❑M 24" OLk I / I I =� J3" dA �� ❑ ❑ , � �' APPROX. W0)2'IT 111 COVER NOS LB9. tl li FRAME TOP EITHER COVER A OR B MAY BE USED WITH FRAME. - APPRO)L WEIGHT a 22" DIA, � � COVER 170 LOS. t � fTN MAMIKED i4 4w SECTION A -A SHEET 4 OF 5 RiiDmCLT'� STANDARD MANHOLE FRAME AND COVER 224 302 VIRGINIAVIRGINIADEPARTMENT OF TRANSPORTATION REV.7/02 i06-04 TABLE Al - ALLOWABLE TYPE OF STORM, SEWER PIPE FOR: ROADWAYS THAT ARE CONSTRUCTED. FUNDED OR WILL ULTIMATELY BE MAINTAINED BY VOOT FUNCTIONAL CLASSIFICAVON OF ROADS SYSTEM UNDER WHICHPIPEIS TO BE INSTALLED. W F T RURAL PRINCIPAL TER , U B PRINCIPAL ARTERIAL, RURAL MINOR ARTERIAL, URBAN MINOR ARTERIAL,' OC IXRBAN LOCAL STREET§, RURAL COLLECTOR ROADS UR13AN.COLLECTOR STREETS, SUBDIVISION STREETS WITH AN SUBDIVISION STREETS W119 AN MT GREATER THAN 4000 AD7 LESS 1HA4 OR EQUAL 10 4000 ALLOWABLE PIPE STATEWIDE CULVERTS STATEWIDE LOCATIIOtd SHOWN EXCEPT LOCATIONS N TABLE B NOTES 1W 2 SHOWN N TABLE B CONCRETE CORRUGATED STEEL ALUMINUM COATED TYPE 2 FULLY CONCRETE LINED ✓ NOTE 3 ALUMINUM COATED, TYPE 2 STEEL SPIRAL RIB NOTE 3 POLYMER COATED (10/101 CORRUGATED STEEL SPIRAL RS ✓ �' NOTE 3 POLYR COATED (10/tollISlIOOTHT�OESRIO �L DOUBLE WAIL ✓ ✓ NOTE 3 ALUMINUM SPIRAL RIB NOTE 3 ✓ POLYVINYLCHLDRIDE (PVC) RIOSED,PIPE R/ ✓ ✓ (SMOOTH INTERIOR) POLYETHYLENE (PE) CORRUGATED t/ TYPE S TABLE B EXCEPTIONS. TO STATEWIDE APPLtCA71ONS COUNTIES (INCLUDING TOWNS) . CITIES ARLKTON • EAST OF AND SURRY - EAST OF AND SUFFOLK - EAST OF INCLUDING RTES, 95 & 395 INCLUDING RTE. 10 ,AND INCLUDING RTE. 32 FAIRFAX.- EAST OF AND ISLE OF WIGHT - EAST _OF -AND CHESAPEAKE' WILLIAMSBURG NCLUDING RTES, 95 4 395 INCLUDING RTE. 10 VIRGINIA BEACH POOUOSON PRINCE WILLIAM -. EAST OF AN INCLUDING RTES.95 & 395 HAVPTON PORTSMOUTH WESTMORELAND JAVES CITY ESSEX 'NORTHAMPTON NEWPORT.-NEWS LANCASTER AM:COMtlACK MIDDLESEX STAFFORD NORFOLK. MATTHEWS SPOTSYLVAtNIA YORK, KING GEORGE. ALEXANDRIA GLOUCESTER, NORTHIUMBERLAND RI6tMOND FREDERICKSBURO TABLE C ALLOWABLE ALLOWABLE ALLOWABLE PIPE TYPE pH RANIGE. RESIASNGETY VELOCITY (SEE NOTE 8) (FPS) (SEE NOTE 5) MAX.I MAXIM ALUM;M)M COATED TYPE 2 50 9.0 1500 - 5 CORRUGATED STEEL GALVANIZED STEEL STRUCTURAL PLATE WITH 6.0 2.0 2000 10000 15 CONCRETE INVERT. GALVANIZED STEEL g,0 9.0 2000 7000 5 STRUCTURALPLATE POLYMER COATED 110/101 4.0 9.0 750 - 15 CORRUGATED STEEL UNCOATED GALVANIZED 6.0 10.0 2000 7000 5 CORRUGATED STEEL CORRUGATED ALUMMIM 4.0 0.0 Soo - 5 ALLOY CORRUGATED ALLIMNUM 4.0 9.0 50D - 5 ALLOY STRUCTURAL PLATE ALUMINUM SPIRAL RIB 4.0 9.0 500 5 ALUW" COATED TYPE 2 5.0 9.0 1500 - 5 SPIRAL RIB - CORRUGATED STEEL A.UMINIIM COATED . TYPE 2 &0 9.0 1500 • 15 FULLY CONCRETELINED. POLYMER COATED . CORRUGATED STEEL 4.0 9.0 750 15 SPIRAL RID POLYMER COATED CORRUGATED STEEL 4.0 0.0 750 - 15 DOUBLE WALL NOTES: 1 ALLOWABLE TYPES OF PIPES FOR A SPECIFIC AREA ARE TO CONFORM TO THE CRITERIA SHOWN IN TABLES A, Al' 8 AND C. ANY DEVIATION MUST BE APPROVED BY THE STATE LOCATION ANDDESIGNENGINEER AND THE DISTRICT MATERIALS ENGINEER, 2: OVER HEIGHT LIMITATIONSVFOR EACH TYES PE OF PIPE. MINIMUM AND MAXMUM 3: VELOCITTY-ELIMITATONS FOR META. PIPES. AND MAXIWUM PH RESISTIVITY; AND 4. USE ONLY UNDER ENTRANCES MIERE TIE PIPE SIZE IS LESS: THAN OR.EQUAL TO 30" DIAMETER (OR EQUIVALENT) AND THE HEIGHT OF COVER IS LESS THAN OR EQUAL TO 15' AND AS AN OUTLET PIPE FOR STANDARD DI-13 SHOULDER SLOT INLETS. 5. ALL0WNU VELOCITY WHERE ABRASIVE BEDLOAD IS PRESENT OR ANTICIPATED. MAXIMUM VELOCITY, BASED ON 10 YEAR DESIGN DISCl1AWGE (0). 6. pH VALUES APPLY TO BOTH THE -SOL AM WATER. SHEET 18 OF 18 ssv,uilDll '1"10111110'°E ALLOWABLE PIPE. CRITERIA FOR CULVERTS :MD STORM SEWERS 2 232 VIRCIMA DEPARTMENT OF TRAN45PO1RATTO4 V i J56 107.21 INSERTABLE SHEET A189 TPT-1 TRANSVERSE PAVEMENT TIE-IN TRANSITION LENGTH V 2" MIN NOTES 1. TRANSVERSE PAVEMENT TIE-IN SHALL BE USED TO 1t� PROVIDE A SMOOTH TRANSITION BETWEEN NEW PAVEMENT EXSTING PA EMENT AND EITHER EXISTING PAVEMENT OR EXISTRG BRI DGE DECK SH WN ON THE P AN DIRECTED E AS 0 E LAMS AND D EC D BY T OR E PLANED SURFACE THE ENGINEER. - BRIDGE DECK 2. THE EXISTING PAVEMENT SHALL BE PLANED A MINIMUM DEPTH OF 11/ZZ THE FULL DEPTH OF PLANING SHALL EQUAL THE DEPTH OF THE ASPHALT OVERLAY. PLANING TRANSITION PAVEMENT DETAIL 3. TRANSVERSE PAVEMENT TIE -INNS SHALL BE CONSTRUCTED A MINIMUM OF 10 FEET IN LENGTH FOR EVERY INCH OF DEPTH OF PAVEMENT PLANING PERFORMED. 4. TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHT _ EDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. THE VARIATION TRANSITION LENGTH FROM THE TESTING EDGE OF THE STRAIGHT EDGE BETWEEN ANY TWO CONTACT POINTS WITH THE 1%=' MIN PAVEMENT SURFACE SHALL (JOT EXCEED ASPHALT OVERLAY EXISTING PAVEMENT OR BRIDGE DECK OVERLAYING TRANSITION PAVEMENT DETAIL TEMPORARY PAVEMENT WEDGE PLANED SURFACE NOTES TEMP. PAVEMENT WEDGE 1. TEMPORARY PAVEMENT WEDGE SHALL BE CONSTRUCTED OF SURFACE MIX ASPHALT A MINIMUM OF 3 FEET IN LENGTH FOR EVERY INCH OF DEPTH OF PAVEMENT MILLING. EXISTING - BRIDGE - EXISTING PAVEMENT WEDGE DETAIL SPECIFICATION KTE`ENCE TRANSVERSE PAVEMENT TIE-IN 210 315 - VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 9/06 515 - - 305.01 Is-1 SHAPE TO ELEVATION OF MIDPOINT OF LARGEST PIPE. I SHAPE TO �- CONTOUR ' •: OF PIPE I I I SLOPE TO DRAIN TO INVERT. OF OUTLET PIPE SECTION A -A wa a METHOD OF TREATMENT IN DROP INLETS e TR ITN N W N PIP PINS DIAM T R 0 BET EE E E E S WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. SLOPE TO DRAIN \ \ TO INVERT OF \ OUTLET PIPE NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \ \ THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF 1 STRUCTURE. / u MANHOLE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED , IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. 4° THE INVERT SHAPING AS DETAILED HEREON IS TO CO N IST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR B CLASS Cl EXCEPT THAT 25% OF COARSE AGGREGATE MAY BE 1! / UP TO 4'1 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE J( 7'. 4 r�h'•f SHALL BE LE SMOOTH FT MEANS OF HAND TROWELLING. NONE B Y I OF THECOARSE AGGREGATE SHALL REMAIN EXPOSED. E E •� DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE _ f ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES SREFJFlCA DN REFEREnCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT. OF TRANSPORTATION 302 - - 106.08 PC-1 TABLE Al - ALLOWABLE TYPE OF STORM SEWER PIPE FOR ROADWAYS THAT ARE CONSTRUCTED, FUNDED OR WILL ULTIMATELY BE MAINTAINED BY VDOT FUNCTIONAL CLASSIFICATION OF ROADS SYSTEM UNDER WHICH PIPE IS TO BE INSTALLED HIGHER F )N .TIONA SS - HFC OWER FUNCTIONAL CLASS - LFC RURAL PRINCIPAL ARTERIAL, URBAN PRINCIPAL ARTERIAL, RURAL LOCAL ROADS, RURAL MINOR ARTERIAL, URBAN MINOR ARTERIAL, URBAN LOCH_ STREETS, LT RURAL COLLECTOR ROADS, URBAN COLLECTOR STREETS, SUBDIVISION STREETS WITH AN SUBDIVISION STREETS WITH AN AOT GREATER THAN 4000 LESS THAN OR EQUAL TO 4000 ALLOWABLE PIPE STATEWIDE CULVERTS STATEWIDE LOCATION SHOWN EXCEPT LOCATIONS IN TABLE 8 NOTES 1& 2 - - SHOWN IN TABLE B CONCRETE ✓ ✓ ✓ CORRUGATED STEEL ALUMINUM COATED TYPE 2 FULLY CONCRETE LINED 1/ NOTE 3 ALUMINUM COATED TYPE 2 STEEL SPIRAL RIB ✓ NOTE J POLYMER COATED (10/101 CORRUGATED STEEL SPIRAL RIB ✓ ✓ NOTE 3 POLYMER COATED (10/101 - - CORRUGATED STEEL DOUBLE WALL (SMOOTH INTERIOR) 1/ ✓ NOTE 3 ALUMINUM SPIRAL RIB - ✓ ✓ NOTE 3 POLYVINYL CHLORIDE (PVC) RIBBED PIPE ✓ ✓ (SMOOTH INTERIOR) POLYETHYLENE (PE) CORRUGATED ✓ ✓ TYPE S TABLE C ALLOWABLE ALLOWABLE ALLOWABLE PIPE TYPE pH RANGE RESISTIVITY VELOCITY . (SEE NOTE 6) RANGE (FPS) (SEE NOTE 5) MIN. MAX. MIN. MAX. MAXIMUM ALUMINUM COATED TYPE 2 5.0 9.0 1500 - 5 CORRUGATED STEEL GALVANI2ED STEEL STRUCTURAL PLATE WITH 6.0 9.0 2000 10000 15 CONCRETE INVERT GALVANIZED STEEL 6.0 9.0 2000 7000 5 STRUCTURAL PLATE POLYMER COATED (10/10) 4.0 9.0 750 - 15 CORRUGATED STEEL UNCOATED GALVANIZED 6.0 10.0 2000 7000 5 CORRUGATED STEEL CORRUGATED ALUMINUM 4.0 9.0 500 - 5 ALLOY CORRUGATED ALUMINUM 4.0 9.0 500 - 5 ALLOY STRUCTURAL PLATE ALUMINUM SPIRAL ft16 4.0 9.0 500 - 5 ALUMINUM COATED TYPE 2 5.0 9.0 1500 - 5' SPIRAL RIB CORRUGATED STEEL ALUMINUM COATED TYPE 2 5.0 9.0 1500 15 FULLY CONCRETE L114ED POLYMER COATED CORRUGATED STEEL 4.0 9.0 750 - 15 SPIRAL RIB POLYMER COATED CORRUGATED STEEL 4.0 9.0 750 - 15 DOUBLE WALL NOTES- - 1. ALLOWABLE TYPES OF PIPES FOR A SPECIFIC AREA ARE TO TABLE B EXCEPTIONS TO STATEWIDE APPLICATIONS COUNTIES (INCLUDING TOWNS) CITIES ARLINGTON - EAST OF AND SURRY - EAST OF AND SUFFOLK - EAST OF AND - INCLUDING RTES. 95 & 395 INCLUDING RTE. 10 INCLUDING RTE. 32 FAIRFAX - EAST OF AND ISLE OF WIGHT - EAST OF AND CHESAPEAKE WILLIAMSBURG INCLUDING RTES.95 & 395 INCLUDING RTE. 10 VIRGINIA BEACH POQUOSON PRINCE WILLIAM - EAST OF AND INCLUDING RTES.95 & 395 HAMPTON PORTSMOUTH WESTMORELAND JAMES CITY ESSEX NORTHAMPTON H.EWPORT NEWS LANCASTER ACCOMACK MIDDLESEX STAFFORD NORFOLK MATTHEWS SPOTSYLVANIA YORK KING GEORGE ALEXA14DRIA GLOUCESTER NORTHUMBERLAND RICHMOND FREDERICKSBURG CONFORM TO THE CRITERIA SHOWN IN TABLES A, Al. B, AND C. ANY DEVIATION MUST BE APPROVED BY THE STATE LOCATION AND DESIGN ENGINEER AND THE DISTRICT MATERIALS ENGINEER. 2, SEE HEIGHT OF COVER TABLES FOR MINIMUM AND MAXIMUM COVER LIMITATIONS FOR EACH TYPE OF PIPE. 3, SEE TABLE C FOR MINIMUM AND MAXIMUM pH, RESISTIVITY, AND VELOCITY LIMITATIONS FOR METAL PIPES. 4, USE ONLY UNDER ENTRANCES WHERE THE PIPE SIZE IS LESS THAN OR EQUAL TO 30" DIAMETER (OR EQUIVALENT) AND THE HEIGHT OF COVER IS LESS THAN OR EQUAL TO 15' AND AS AN OUTLET PIPE FOR STANDARD 01-13 SHOULDER SLOT INLETS, 5. ALLOWABLE VELOCITY WHERE ABRASIVE BEOLOAD IS PRESENT OR ANTICIPATED. MAXIMUM VELOCITY BASED ON 10 YEAR DESIGN DISCHARGE (Q). B. pH VALUES APPLY TO BOTH THE SOIL AND WATER. SHEET 18 OF IS SPECFICATXIN REFERENCE ALLOWABLE PIPE CRITERIA FOR CULVERTS AND STORM SEWERS 302 REV. 9/05 232 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.21 UB-1 COMPACTED BACKFILL INITIAL BACKFILL COMPACTED BACKFILL (SEE NOTE 3) - (SEE NOTE 3) (SEE NOTE 3) COMPACTED BACKFILL INITIAL BACKFILL INITIAL BACKFILL (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 12"-O.D./2 N AGGREGATE AGGREGATE R 57 OR 058 I67 OR If50 a g .D./ q BEDDMG BEDDING O.D. • 24" N D.D. • 24" • � 0.0. • 24" • TYPE 1 TYPE 2 TYPE 3 (SEE BACKFILL PROPOSED STORM DRAINAGE PIPE (SEE NOTE 3) PIPE tp.'_6- MIN. MIN. 10" O.D. B" 10" MI I ,- Mi MIN. iN z v g ad N ° `Z CLASS A3 CONCRETE- , UR TO UNDISTURBED EARTH CLASS A3 CONCRETE d 3 CLASS A3 CONCRETE - AGGREGATE #57 OR 058 BEDDING PROPOSED STORM DRAINAGE PIPE CONCRETE CRADLE OR CAD SHALL FOLLOW THE PIPE CONTOUR A MINIMUM OF 4" ABOVE OR BELOW THE CROWN. - CONCRETE ENCASEMENT CONCRETE CRADLE CONCRETE CAP NOTES( 1. WHERE THE TRENCH BOTTOM IS IN ROCK, IT 3. INITIAL AND COMPACTED BACKFILL SHALL MEET R FOR PIPE LESS THAN 12" THE TRENCH SHALL BE EXCAVATED TO A MINIMUM OF 8" THE REQUIREMENTS OF SECTION 520.03 OF THE VDOT WIDTH MAY BE 35" MAXIMUM. BELOW THE BOTTOM OF THE PPE BACKFILLED SPECIFICATIONS. CRUSHED GLASS CONFORMING TO - WITH BEDDING MATERIAL. THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 OR 28 AND MEETING THE - 2. WHERE PIPE FOUNDATIONS ARE YIELDING, PIPE REQUIREMENTS OF SECTION 520.03 OF THE VDOT SHALL BE BEDDED ON A MINIMUM OF 8" REDOING SPECIFICATION MAY BE USED AS BACKFILL MATERIAL. MATERIAL. - UTILITY BEDDING AND PROTECTION WATER AND SANITARY SEWER FACILITIES REV 8/07 VRCINIA DEPARTMW OF TRANSPORTATION 1401.01 lu W x z LY ® sjj Cq 00 1 Qq� b ccoo�U CO 07 bA Z .�:I 10 C) N to to C\j O O O O .cS Lid 40 a to � O w Oil w Sti a O t to W � GL z zv 0 0 E- " V1 ep 5� J W ryWi W Q w 01 j f 1 ) I A DY L1 EPLER 9 Lic. No. 32809 o SjaNAL �yT�A W ®`0 �M� U. to m Q W Z U WMA� E-4 �q Wa. W JM LU Cr CO Q_ W W W ZIr-••--1 N M <� N--1 ,A Aft 5 M �rl C/) ®W CD i Z v� DATE: 06/27/08 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2804SN SHEET 15A OF 18 08-051 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTINGASPHALTLAYERS - PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE ---------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL EM REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM II/Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES. 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11l= INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAYMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. .MIT RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 8. EXISTING PAVEMENT MARKINGS AND MARKERS WITMN THE PROJECT LIMITS SHALL BE E 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315:05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 305 303.02 1 VIRGiNA DEPARTMENT OF TEMSPORTATION 315 E w- I, IAPC L Al:EE DETAIL A B" ��t .mi_ YV A. 1 EACH 'A'AT EACH FAKE. H x------� T L 0'A -- - -- FRONT ELEVATION A� 1 9 SEE DETAUL D I s4 F?ARS ®fi" C-C EACH WAY, EACH FA,"E. r•2 6`I No1E-1: I. CCTA_'R£lE TO DE 00 PSI 1.111411 .M OOUFRES_IVE STRENGTH. 1. IF PI r, TO• EE SXE'A£D THE CPENN; III W .AD.:VSTD3 TO Acrow.MCO.ATE SECTION A._A A,W. LE.S 11 Tv 45', I. REINFORCIPa3 STEEL N AA CCt?0/JICE. WITH III A-615 IKPOORCING B:ARSS. d UNIT. OO "-)r THE PO4. PF`E OPET•UNGS N PRECAST DRAINAGE Ul SHILL NOT EXCEED 4 RICHES AT A+Y CIVEN INT DETN'EEN THE Pill /NJ PRECAST n \\ /// DEVEE f :5. DPIEtrSICIJ'3 SHOWN' k _ Iv`RIU'I. ACTU/L MEASUF�IA_PJTS MAY Il WITH I • ' MiERT k0.NIJFACTIIRER-5 TCLERAI7GE: (+ _ 5. IN NO CASE SHALL TOP OF ENDWALL PROJECT AAOVE FILL SLUPE, OR SIHOULDER. PLAN 'VIEW L 3n FRONT VIEW FOR CONCRETE PIPE 0 G. S S L30 CONCRETE IN ONE DOUBLE ENEI'AALE CUDIC YDS. IN(:I*ASE FOR CAI ADDITIONAL PIPE CUDIC YDS.. it t 12"2'-." P-10. 2 / 5 I%" 0.339 O.T11 c/. . Y." 15" 2-D' 2-3 2 7-7-1O.E�a 0.201 0 i n III., 1B" -0' 2'-A- T'-1" 9'•i" O9$2 0.283 J'2' J I/ 21' CR 24.' q .�, 3.•5., a,_0� „ t2'-C/t" 1,7A4 0.`_t2 ?'-:�j " 'n'-2' 33Op 35;, ! 0„ 5.,2,. 5.,0 .. IT- Itr3T 3.R4? 1 1,043I C3 c 0'-3, NOTESE'll 1. OLIANTITtES 0l II FOR ONE EflOwALL_ FLEASE HEFER TO YEN PVOT'LE�SF•EET 101,01 FOR ALL DIVENEDON5 1+0T 2. FOR DETAILS OF Er'VL"L SEE STAli0AF0 EII 2A, SLEET 101.03. 3. THIS ITEM MAY BE PRECAST CR CAST IN PLACE. 4, ON 'SHALLOW FILLS, WWRE ENDWALLS ARE 1' OR LESS BELOW S11C1_LDER I.INE, THE TOP OF THE ENDWALL SHALL 2E CONSTRUCTED PARALLEL TO THE MADE OF ROAD, 5, ALL ll IN PLACE C-nGCREIE t0 RE CLA:; A3, FOR F'RSCAST SEE SHEET 101,15. 6. IN NO CASE SHALL TOP CIF ENDWALL PROJECT Al FILL. SLUFF, DITCH StCP£, OR SHDULGER. 7, THIS :STAUIDARD TO I?£ USED WITH SKEW ANGLES FRCN 15° t0 37' 10% 0, I-EAUPYALL TO RE REVELED N ALL ARC -AS EXCEPT WHERE A CONFLICT 'MTH M''ERT AND w1NGTOALLS OCCUR. 4. EEYEL EDGE tS REQURED ON THE HEADWALL AT THE INLET END OF THE CULVERT IRIERE THE FLOW ENTERS THE 011'•`ERTI• HEADWALL AT THE nUTLEt ENT OF Tt-C CULVERT MAY BE EITHER SOUARE EDGE OR EEVEL EOGE.. 10. &', r_HAVFER. MAY BE PRUODED ON ALL EDGES AT MAi.UFACTUHER'S OPTION. h T SHE TR P.E BE1'ELED }n17 ..,, .T/JT r III,, -- -- - - -- tl r-4 TI�r _ t - - - - - DO NOT REVEL INVERT SIDE, VIEW FOR CORRUGATED iViETAL PIPE CONCRETE INCREeE IN CNE FOR E III 0 a S Sao L.30 COUE'ILE ADOII )ONAL o n ENDWALL PPE 0-101C YDS_ CUOC YDS. 1. ... �,_n., p_�,• T.10, 5 IQ., 114 tl. Y.hT Q 15' 2'-6' ' i 2'-3%' 7'•3'•" 0.714 0.2/Jt 0 I ' (1-1!/r" 13' Z4t5 `.21!�/" („.• 1,.892a " '-2" -515'''.-••00UE,"'--. 1J2a3''.'••_-a?t0.'' '=•3 1 35 ' .-'•_63 1J,_3 ,. d.IT 1 7* 0'� .., 0.•3,. SHEET IOF 2 `xECf7C4R'N STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS. . TEFERTIr!£. T.5 12"-36" PIPE-300' SKEW X•Z VIRI DEPMTNfNT OF TRANSPORTATION 101:13 r • I � •r� • � � ��� � � � •� � • � •ice • � �: � � . / - • - 7- FIEAL)WALL TO DE DEVELCD IN ALL AREAS EXCEPT 'AFERE A. CONFLICT WITH •P A .6 INVEI?T Cfl 'AINCK ALL OCGHP. Tt� OFFSITE TYPICAL PAVEMENT A. DE'1EL EDGE IS .RE -I RED ON TI-E I-F_ADWALL AT THE INLEr END IT THl ULVERr. SHAPE TO HE HE01WAIA At OUTLET ENO I4AY K EITHER $CVARE EDGE OR BEVELED, OTEF VIE '%IIH AMRf u _��� `/.s� SE ®�I®� 0 3,' CHNOEP I1nY �E PROVIDED ON ALL, EDGES AT MANurACTURER'9 CPTION. DETAIL 13 NOT TO SCALE DETAIL A EX JU51E5 DRIVE A5PHAL1+ ENDJ,IALL FOR CIRCULAR PIPE C(Ati!ETER CE PIPE CLLVERT D 12" 15" 18' 2W CA 24" 27" CR 30" 33" OR M" H2'-C., 21-3' 2'•5" 3'-2" 3'•101: 4`4 L 4'-O' S-0" 6'•0" B'-0" U'-0" 12'-C" n ._ir," D-1j`;- 0'-Z" 1 R'-S'%:" 0•-.'S$'e" b C^T' D'•7l';" n'-1%j' U'-2" 0'-2y?" U'- Y END'AIALL FOR ELLIPTICAL PIPE SIZE CF ELLIPTI"AL ROE Cl (SPI I N RISE) . .. D 23" 14" 0" x 19- 34' t2" 9" 21" 42" 27" dx 29" d" 32"S 53" x It" H 1'-y3„ 2,.4„ 2.,7.: 2._S„ 3,_l,: 3,_3„ 3,-6- 3._9.: L 5'-5•, 7.-2" B._E.. .T.-2.. II„ 121-1' 12._911, fl ❑' 2':i' 0'-.S/a J_3, .? 0'-4"0,_ayz. n._4 �.r., n1_5.1 V._1I In 0-2" u'-s^7i. 0 2}i" 10'-3" O'-3Yx"_. U'-3}',„ PRECAST END'III LL FOR PIPE CULVERTS 12"-36" CIRC(JLAR AND 2 31'x14"-53''x34" ELLIPTICAL PIPES ro71.C.2 III LYPARTMENT Cl TFAItSPOR.,ATICN 4" x 2 1/2' X 2 1/2" CONNECTION 1' : 1' x 6" • COI PAD PLAN VIEW 4" x 2 1/2' x 2 1/2" _--SIAIl M CONNECTION 4' CL 52 DIP PIPE FLANGED d0IN1'S .T/ WEEP HOLE 1.6'x 1.5'x 1.5' SCONE BEDDING FOR DRAINAGE AND SUPPORT SECTION VIEW FIRE DEPARTMENT CONNECTION DETAIL Il INSTALLED TO MEET NSTALLED PAVEMENT CROSS SECTION- AT SPECP=rAncN MIN" IT SHALL MEET THE ABOVE DESIGN lt>E'IICH HAS BEEN FEFEFENCE OBTAINED FROM THE VOOT APPROVED DUSTED DRIVE DESiCa4 ,Ds PLANS DATED APPROVED II-I8-2003. see MASONRY GROUT- ALL 3'-0'x3'-O'x12' VOIDS IN CONC. MASONRY FTG. V/ 4 N4 EV 12'x32' CONC (EACH END) 2 15 VERT� CONTW/ 2 2 tis N 12' SIGN PLAN NTS CAST STONE COPIN(t- STONE SIGN, SE DETAIL 5/G1:3 FOR ADDITIONAL INFORMATION M GISM Ill ESUS CHRIST VIRPM rrrml BRICK SIGN ELEVATION NTS 517E 5IGN DETAIL* NOT TO SCALE SEE ARCH. PLAN5 (FOR REF. ONLY) Dt-eo►leolD 2' WIDTH VARIES ITN. SEE SITE PLAN VI -tit 4 e • e 40 lllCED CONCRETE 30M PSI 44 SUBBASE (4l-A STOI IEI 2' t1K C�Px COMPACTED St1BI5RADE (°. % DENSITY) CONCRETE SIDEWALK DETAIL (NOT TO SCALE) V-5- BRICK VENEER WALL EXPANSION JOINT SCREEN EQ 6" ' EQ SOLLARDS, SEE' DETAIL J'/A7.5 w • EXPANSION G/A7.5 JOINT oQF, g�• f'ti< . ' ' . 'N `� p 91tlj� SCREEN DOUBLE GATE �•DUMPSTER PAD. GRADE LIMITS 13F PAYMENT PER 1 � 2'-0' -D' 4'-D' q � d DDII I'-0' A e d tpf� PAYMENT � FOR CURD PATIENT r 1L DOWELED L-A A 4 LOSE DOWN CURB TO GUTTER ON GRADE LOUTS Or PAYMENT PER GRADE la-o' 4'-0' Iyi]1I 6 ]1I H A O1 H i / F� l PAYMQ(T _14 13R H PAYMENT 4'-ID' R D JOINT V11511/Z N CURB TO GUTTER BAT L❑W G R--�W1�1DLE PA SEE TYPE 'A', 11, OR IV CURB THICKNESS AS DESIGNED FOR DETAILS SEE ST ANDARD pA .•� ISX SLpeE y SECTI❑N A -A 31-V MIN. SOD sM(GULnER 8' 6, SHOULDER 5s 3s SECTION B-B CURB & GUTTER ❑PENING SIMPSON PHD42 HOLD DOWN DOWNSPOUT STRAPS OR EQUAL AT EACH END OR SHEAR WALL SHEAR WALL WARD STORAGE 1/2" 301 SHEATHING trZO ' 2'-0" DEE SHELVING (4 SHELVES WARD STORAGE EQUAL SPACING) I 302 STORAGE 304 BUILDING YARD EQUIPMENT 1 WARD STORAGE ` STORAGE F3031 Ln Y V-7 2x4 STUD WALLS- AT OWNSPOL 16" O.C. 5' OUT OF BRICK (TYP,) TO FACE OF STUD TYPICAL ' SIDEWAL'K -...-r ....... - _--- _--- �. FLOOR PLAN NTS PAN PAN *- DUMP5TER AND 5TORAAGE 5HE0 DETAIL NOT TO SCALE FOR DETAIL SEE ARCHITECTURAL PLAN5 (FOR RER ONLY) MUTCD NOTES Section 28.04 STOP Sign (RI-1) Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (111-1) sign (see Figure 211-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall not be used on STOP sign faces. If appropriate, a supplemental plaque (RI-3 or R14) shall . be used to display a secondary. legend. Such plaques (see Figure 211-1) shall have.a white legend and border on a red background. If the number of approach legs controlled by STOP signs at an intersection is three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches are controlled by STOP signs (see Section 211.07), a supplemental plaque (Rl-3 or R1 4) shall be mounted below each STOP sign. Option: The ALL WAY (R1-4) supplemental plaque may be used instead of the 4-WAY (R1-3) supplemental plaque. Support: The design'and application of Stop Beacons are described in Section 4K_05. Sect. 2B.01 to 2131.04 Section 2B.06 STOP Sign Placement Standard:' 'de of the approach to which it The STOP sign shall be installed on the right side a app oa applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall he installed in advance of the STOP sign: The.STOP sign shall be located as.close. as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall, not be mounted on the same post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. Support: Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs. Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B.16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to which it does not apply. Where there is a marked crosswalk at the intersection, the STOP sign should be installed in advance of the crosswalk line nearest to the approaching traffic. Option: At wide -throat intersections or where two or more approach lanes of traffic exist on the signed approach; observanceof the stop control may be improved by the installation of an additional STOP sign on the left side of the road and/or the use of a stop line. At channelized intersections, the additional STOP sign may be effectively placed on a channelizing island. Support: Figure 2A-2 shows examples of some typical placements of STOP signs. Section 311.16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white lines eztending.across approach lanes to indicate the point at which the stop is intended or required to be made. If used, yield lines (see Figure 313-14) shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. Guidance: Stop lines should. be 300 to 600 mm (12 to 24 in) wide. Stop lines should be used to indicate the point behind which vehicles are required to stop, in Compliance with a STOP (R1-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI-2) sign or a Yield Here to Pedestrians (RI -5 or RI -:5a) sign. Guidance: If used, stop and yield lines should be placed a minimum of 1.2 in (4 ft) in advance of the nearest Crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 3B24 and at midblock crosswalks. 1n the absence of a marked crosswalk, the stop line or yield line should be planed at the desired stopping or yielding point, but should be placed no more than 9 in (30 ft) nor less In 1.2 in (4 ft) from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk,, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 in (20 to 50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 313-15). Stop lines at midblock signalized locations should be placed at least 12 in (40 ft) in advance of the nearest signal indication (see Section 4D.15). Support: Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers' views of: pedestrians. Sect. 3B.16 SQUARE; TUBE :�,fEEL SIGN TOS•TS� - Square AuDe.-steel sight posts-:shaTbe fabricated. from hot=rolled, carbon street steels structural §tit 'quaGt% Goa#brming'-to:Ahe regtir rT%nts• of 1{ST f 'Af0i1; Grads 50. dxeept,tfie yield'• strength after "cold -forming sholl be..60,00Q`.psi minirTtUm: The. s(eel' gouge shall ba '14"gauge for 'the. 2` Inch -by. 2 inch posts- and 10' gauge. for the: 2'1 inE l by 21/Zit ch pos-ip Pad Cnsi o , nd•out§'tdel-sholl•be :gulvdrnzhd m bccordonce vnth the requirements of ASTivt A65 : coo ing- Designotion -G-00. • Posts. shpq.Ua e. on. in-ground'"pnchac system tiia provides .a stable installation ohd all easy. -replacement of tfis-sign past-ihfii the anchor system after, vehicular, ihpac't.• Posts shall conform ta' the' breakaway. a�cequirement's of AASHTO's Stondbrd. Spe'flratidns for.•S.tructuralSupports I& Highwaf}� Signs, Lumladires,:and' Traffic'Sigrtais (i994. EKftr6n •including revisions): -The eontradtorovids a•. copy of -tbe'FHWA's.acceptance:•Ietter iridicat°utg comp r'shq pance with breakaway -requirements at, the time,,of' catslag:-submidel6n"OVkhe.-Posts. Posts shall'hpve. y1jiach .l.F1'- t/ indti?.opan►n s or..kngcitouts spat ed 1 Inch on ci ers-on all four" sides; Pdsts shcjl.be: instaUed'in'accordonce -vnth - the manufacturer s recommendations:' Pbyment •will be made under:• Sign':P6st Steel(Siiel, L-inece'Feet. SQUARE TUBE STEEL SIGN POSTS FOR PERMANENT SIGN SUPPORT 6n� TOP OF REINFCINCsORBAR FLUSH W/ TOP OF CONCRETE I 1 PRECAST CONCRETE BUMPER DiA HOLE (TYPJ 2-04 BARS CONTINUOUS II 11 UN-__ 3/4" REINFORCINCs BARS IMBEDED 18" INTO SUBGRADE WHEEL5TOP NTS Z lit la Z a Z au0 N 14 4) '� CO Co U bD Zt+• W In (' A r4 a) WO 0 � tom. 0, to t]p a1.0 01 2 L1-t .� ai DD, t2 W F AO 9 Z rA O L)r� v♦ O O 5a R-1 rX4 C/2 �A W a r, !� �-VII COO I 1 A Cr) l o 0)TH OF v A Y L PLEB Lic. No. 32809 02-7,a�-Lba`C' ti SsjoNAL !ti r OD M ICI Q IM E-+ Wcc III Q--11 Wtttttttttltt W J 0-P--1 ® Z a ' U d iE-I 04��y Q cc W Q z w z Q M-=-1 UJ v/ 0 Z 3.0 DATE: 06/27/08 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2804SN SHEET 16 OF 18 08-051 r.0 .- - - _ . _ ._ _____ _ . - - __.. - _- _ _ . ___-._ _._ _ __._ . _- - - ------ - _.._ _ T _ - _ ---- I I _.... _._ _.,l _. --- __ .---------------.._.._--- ------_----_----,-_ _-. ___ . - --- _---------- _ _ ---.----------- _ _ ...._ ._----- --- -- --, - -_- - f . 1 . Section 311.16 Stop and Yield Lines May 2005 , � Page 6H-76 Page 2A-8 2OD3 Edition Page 2A-10 2003 Edition May 2005 Page 6H-12 Standard: sue"' ' F1 ure 2A-2. Examples of Locations for Some Typical Signs at Intersections If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point TYPICAL TRAFFIC CONTROL All sign lettering shall be in capital letters as provided in the "Standard Highway Signs".book, except 9 P Typ 9 Typical Traffic Control at which the stop is intended or required to be made. as indicated In the Option below. Stationary Operation on Shoulder Signing For Project Limits If used, yield lines (see Figure 3B-14) shall consist of a row of solid white isosceles, triangles pointing : Option: .. (Figure TTC-4.0) . toward approaching vehicles extending across approach lanes to indicate the point at which the yield is (Figure TTC-36.0) Intended or required to be made. Word messages on street name signs and destinations on guide signs may be composed of a combination of >�QTES Guidance: jYOS i lower-case letters with initial uppercase letters. . Stop lines should be 300 to 600 mm (12 to 24 in) wide. , 1 Section 2A.15 Sign Borders s - MIN.1.8 m (0 R) to 3.7 m (12 ft) Guidance: Support: 4` MIN.18 m (eft) 1. A ROADWORK AHEAD sign or SHOULDER WORK AHEAD sign should be placed on the left side of the Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with . 1 Standard.;' . to3.7m 12 - i the 1 t shoulder isaffectedul a STOP (R1-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. 1. This layout depicts signing requirements for designating the beginning and ending tetmdni of construction Unless specifically stated otherwise, each sign illustrated herein shall have a border of the same color I ( roadway for a divided or. one-way street only f of r The individual triangles comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide projects. The purpose of the signs is to inform motorists when they are entering and exiting a potential as the legend, at or just inside the edge. MIN.1.8m{6R) 2. Sign spacing should be 1300'4500' for limited access highways, and on all other roadways 500'-800' and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in). Construction area, This layout also applies to multi -lane highways including limited and highways. The corners of all sign borders shall be rounded, except for STOP signs. to3.Tm(12ft) "`� where the posted speed limit is greater than 45 mph, and 350-500' where the posted speed limit.is 45 mph Option: - orgreater. Standard: Guidance:. Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with A dark.border on a light background should be set in from the edge, while a light border on a dark Standard: a YIELD (RI-2) sign or a Yield Here to Pedestrians (RI-5or RI-5a) sign. 2. .The "ROAD UNDER CONSTRUCTION" sign shall be placed 20001. ± from th project limit, or. 500' background should extend to the edge of the panel. A border for 750 mm (30 in) signs with a light background ACUTE ANGLE INTERSECTION CHANNELIZED INTERSECTION 3. Channelizing device spacing shall be at the following: . + prior to any other construction warning sign. should be from 13 to 19 mm (0.5 to 0.75 in) in width, 13 mm (0.5 in) from the edge. For similar signs with a Posted Speed m h light border, a width of 25 mm (1 in) should be used. For other sizes, the border width should be of similar p ( p ) Option:-. . proportions, but should not exceed the stroke -width of the major lettering of the sign. On signs exceeding 1800 MARKED OR Location 0-35 - 3. On ro•ects where there is a one time set u of construction signs and the length of a actual work zone is x 3000 mm (72 x 120 in) in size, the border should be 50 mm (2 in) wide, or on larger signs, 75 mm (3 in) wide. CROSSWALK Transition Spacing ZO' 40' se«. 38.14 to 3B.16 unchanged Burin the project. the "ROAD UNDER CONSTRUCTION" sign may eliminated 25 directed Except for STOP signs and as otherwise provided in Section 2E.15, the corners of the sign should be rounded to _ - . . Travebvay Spacing 40' 80' fit the border. 2003 Edition b the District Traffic Engineer. t 4: The buffers ace length shall.be as shown in Table 6H-4 for the posted speed limit. Page 3B 26 Y- i P gt p- p Standard: Section 2A.16 Standardization of Location Support: 5. Cone Taper Length (L): Figure 38,14. Examples of Yield Line Layouts PP SIDEWALK Speed. Taper Length 7- 4. On roadways having a, median wider than 8 , left and right sign assemblies shal be required. Standardization of position cannot always be attained in practice. Examples of heights and lateral locations . of signs for typical installations are illustrated in Figure 2A-1, and examples of locations for some typical signs 1.2 m (a ft) MIN. Limit Lane Width in Feet . Guidance: } . MIN. 1.8 m (6 ft) to 3.7 m (12 ft) . : r' MPH 10 11 . 12 . 01 at intersections are illustrated in Figure ZA-2. ( )1. 25 I05 115 125 base j MIN. 1.8 8 rn (8 ft) to 3 7 m 12 R i - Ob m (2 ft) MiN. 300 mm 5. All connections within the project limits should be identified with project termini signs. Standard: (12 in) 30 150 . 165 180 Option: Signs requiring different decisions by the road user shall be spaced sufficiently far apart for the - _ l? 35 205 225 245 i - tL 1 required decisions to be made reasonably safely. One of the factors considered when determining the 40 270 295 320 6. The signing shown (60" x 24") is for. Primary and Limited Access highway syste . !. For Secondary road appropriate spacing shall be the posted or 85th-percentile speed. 45 450 495 640 (Shoulder Taper= l/3L Minimum) 17 height systems, 48" x 24" may be used. Guidance: 450 mm MINOR CROSSROAD URBAN INTERSECTION 50 500 550 600 (18 in) Signs should be located on the right side of the roadway where they are easily recognized and understood by 55 550 605 660 . May 2005 road users. Signs in other locations should be considered only as supplementary to signs in the normal locations, . y Page 6H-77 60 600 660 770 . (a) Minimum Dimensions except as otherwise indicated. 65 650 715 780 Signs should be individually installed on separate posts or mountings except where: A. One sign supplements another, or 6. A shadow vehicle with either an arrow board operating in the caution mode; or at least one high- { B. Route or directional signs are grouped to clarify information to motorists, or intensity amber rotating, oscillating, or strobe light she be parked 50'-100' in.advance of the first rote o u ad base C. Regulatory signs that do not conflict with each other are grouped, such as turn prohibition signs posted work crew. 600 mm G20 2 (2a In) �� with one-way signs, street name signs posted with a stop or yield sign, or a parking regulation sign lion' . I . = 60" x 24" posted with a speed limit. sign. height Signs should be located so that they: MAX. 7. For short -duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if 15 m (5o ft) a vehicle with activated high4ritensi1y amber rotating oscillating, or strobe lights is used. (36In)7 A. Are outside the clear zone unless placed on a breakaway or yielding support (see Section 2A.19); . ` - N4 H t B. Optimize nighttime visibility; , i 8. Vehicle hazard warning signals may be used to supplement high -intensity rotating,.flashing, oscillating, or o C. Minimize the effects of mud splatter and debris; 'I MIN. tom (6 ft) m 3.7 m (12 ft) 11 MIN. m (6 try strobe lights o D. Do not obscure each other, and W 33 m (12 n) Standard: E. Are not hidden from view. (b) Maximum Dimensions - 9. When.a side road.intersects the highway within the temporary traffic control zone, additional traffic Support: , . N � . DIVISIONAL ISLAND . WIDETHROAT INTERSECTION control devices shall be placed as needed. X W . The clear zone is the total roadside border area, starting at the edge of the traveled way, available for use by Page 6H-13 0- errant. vehicles. The width of the clear zone is dependent upon traffic volumes, speeds, and roadside geometry. May 2005 g Notes: � Additional information can be found in the "AASHTO Roadside Design Guide" (see Page i for AASHTO's Triangle height Is equal toi1i1.5 times the base dimension. a)' ` Note: Lateral offset Is a.minlmum of 1.8 m (8 ft) measured from Guidance: the edge of the shoulder, or 3.7_ m (12 ft) measured from the Yield lines may be smaller than edge of the traveled way. See Section 2A.19 for lower minimums rein , � T G20 - 2 o suggested when installed on much With the increase in traffic volumes and the desire to provide road users regulatory, warning; and guidance that may be used m urban areas, or where lateral offset space Is limited. 4 8"x 24" narrower, slow -speed facilities such information, an order of priority for sign installation should be established. 500' as shared -use paths. - SxL 2A.14 to 2A.16 Sea- 2A.16 I a 2003 Edition Page 2A-9 U 100'� . Figure 2A-t. Examples of Heights and Lateral Locations of Signs . k i for . . o p . _U T' Guidance: M . If used; stop and yield lines should be placed a minimum of 1.2 m (4 ft) in advance of the nearest crosswalk o ROADSIDE SIGN ROADSIDE SIGN k RURAL DISTRICT , RURAL DISTRICT - line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 3B.24 o r o N1.6 m (e °" U and at midblock crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at 19 m ca t1) the desired stopping .or ielding.point, but should be placed i- no more than 9_ m (30 ft) nor less than 1.2 m (4 ft) r- Not lass Otart ILLUMINATED FLASHMC 1.8 m E 5 E AM ER (CAUTION M DE) pp g y-I i S PE t3 OR C from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight K (fifty z I . w " g . - - - TY distance to all other approaches to an intersection. In W If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent to the Yield Here to 0 Pedestrians sign located 6.1 to 15 m (20 to 50 ft) in advance of the nearest crosswalk line, and parking should be 100, snou. . W @ prohibited in the area between the yield line and the crosswalk (see Figure 3B-15). N Stop lines at midblock signalized locations should be placed at least 12 m (40 ft) in advance of the nearest _3M*4 1 WARNING SIGN " CONES- SEE NOTE 3 signal indication (see Section 4D.15). + P lrvdrlf ADVISORY W � SPEED PLAQUE z Support: E . Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking. ROADSIDE SIGN RURAi DISTRICT wBUSINESS OR "other drivers' views of pedestrians. RESIDENCE DISTRICT Nolleesthart of c' (6 R).. o Sect 3B.16 - w p �E � _ ES I X c� 15 E vi . . ,..�,r__-,_..M --- �­ .. . W i 0 - 60" x 24" SPECIAL . I I . -i I i.., SEE NOTE 6 I . � . . .. Signing For Project Limits I . . (Figure TTC-36.0) , . 2003 Edition Page 2A-11 I Page 2A-12 2003 Edition i 2003 Edition . . Page 2A-13 Support: Directional signs on freeways and expressways shall be installed with a minimum height of 2.1 m (7 ft). . Option: An order of priority is especially critical where space is limited for sign installation and there is a demand for If a secondary sign is mounted below another sign, the major sign shall be installed at least 2.4 m (8 ft) Lesser lateral offsets may be used on connecting roadways or ramps at interchanges, but not less than 1.8 in several different types of signs. Overloading road users with too much information is not desirable. and the seconds sign at least 1.5 m 5 ft above the level of the pavement edge. All route signs, warning n' g ( ) p g g t g signs, and regulatory signs on freeways and expressways shall be at least 2.1 m (7 ft) above the level of the (6 ft) from the edge of the traveled way. Guidance: pavement edge. In areas where lateral offsets are limited, a minimum lateral offset of 0.6 in (2 ft) may be used. Because regulatory and warning information is more critical to the road user than guidance information, Option: A minimum offset of 0.3 m (1 ft) from the face of the curb may be used in urban areas where sidewalk width regulatory and warning signing whose location is critical should.be displayed rather than guide signing in cases where conflicts occur. Information of a less critical nature should be moved to less critical locations or omitted. The height to the bottom of a secondary sign mounted below another sign may be 0.3 m (1 ft) less than the is limited or where existing poles are close to the curb. . Option: height specified above. Where signs are placed 9 m (30 ft) or more from the edge of the traveled way, the height to the bottom of Support: Figures 2A-1 and 2A-2 illustrate some examples of the lateral offset requirements contained in this Section. P Under some circumstances, such as on curves to the right, signs may be placed on median islands or on the left side of the road. A supplementary sign located on the left of the roadway may be used on a multi -lane road such signs may be 1.5 m (5 ft) above the level of the pavement edge. :8u Section 2A.20 Orientation where traffic in the right lane might obstruct the view to the.ri ht. g g g A route sign assembly consisting of a route sign and auxiliary signs (see Section 2D.27) may be treated as a Guidance: single sign for the purposes of this Section. Guidance: The mounting height may be adjusted when supports are located near the edge of the right-of-way on a steep Unless otherwise stated in this Manual; signs should be vertically mounted at right angles to the direction of, In urban areas where crosswalks exist, signs should not be placed within 1.2 in (4 ft) in advance of the backslope. and facing, the traffic that they are intended to serve. crosswalk. Support: " Where mirror reflection from the sign face is encountered to such a degree as to reduce legibility, the sign Section 2A.17 Overhead Sign Installations Without this flexibility rgarding steep backslopes, some agencies might decide to relocate the sign closer to should be turned slightly away from the road. Signs that are placed 9 m (30 ft) or more from the pavement edge should be turned toward the road. On curved alignments, the angle of placement should be determined by the Guidance: the road, which might be less desirable. direction of approaching traffic rather than by the roadway edge at the point where the sign is located. Overhead signs should be used on freeways and expressways, at locations where some degree of lane -use Standard: Option: . control is desirable, and at locations where space is not available at the roadside. Overhead mounted signs shall provide a vertical clearance of not less than 5.2 m (17 ft) to the sign, . On grades, sign. faces may be tilted forward or back from the vertical position to improve the viewing angle. Support: light fixture, or sign bridge, over the entire width of the pavement and shoulders except where a lesser The operational requirements of the present highway system are such that overhead signs have value at many vertical clearance is used for the design of other structures. Section 2A.21 Posts and Mountings locations. The factors to be considered for the installation of overhead sign displays are not definable in specific Option: Standard: numerical terms. If the vertical clearance of other structures is less than 4.9 in (16 ft); the vertical clearance to overhead sign Sign posts, foundations, and mountings shall be so constructed as to hold signs in a proper and Option: structures or supports may be as low as 0.3 in (1 ft) higher than the vertical. clearance of the other structures. . permanent position, and to resist swaying in the wind or displacement by vandalism. The following conditions (not in priority order) may be considered in an engineering study to determine if In special cases it maybe necessary to reduce, the clearance to overhead signs because of substandard . Support: . overhead signs would be beneficial: gn dimensions in tunnels and other major structures such as double -deck bridges. The latest edition of AASHTO's "Specifications for Structural Supports for Highway Signs, Luminaires, and A. Traffic volume at or near capacity; Support: Traffic Signals" contains additional information regarding posts and mounting (see Page i for AASHTO's B. Complex interchange design; Figure 2A-1 illustrates some examples of the mounting height requirements contained in this Section. address). . C. Three or more lanes in each direction; Option: D. Restricted sight distance; Section 2A.19 Lateral Offset R/11ere engineering judgment indicates a need to draw attention to the sign during nighttime conditions, a E. Closely spaced interchanges; Standard: strip of retroreflective material may be used on regulatory and warning sign supports. F. Multi -lane exits; G. Large percentage of trucks; For overhead sign supports, the minimum lateral offset from the edge of the shoulder (or if no Standard: H. Street lighting background; shoulder exists, from the edge of the pavement) to the near edge of overhead sign supports (cantilever or sign bridges) shall be 1.8 m (6 ft). Overhead sign supports shall have a barrier or crash cushion to shield If a strip of retroreflective material Is used on the sign support, it shall be at least 50 mm (2 in) in I. High-speed traffic; them'if they are within the clear zone° width, it shall be placed for the full length of the support from the sign to within 0.6 m (2 ft) above the J. Consistency of sign message location through a series of interchanges; K. Insufficient space for ground -mounted signs; Ground -mounted sign supports shall be breakaway, yielding, or shielded with a longitudinal barrier or edge of the roadway, and its color shall match the background color of the sign, except that the color of the strip for the YIELD and DO NOT ENTER signs shall be red. L. Junction of two freeways; and crash cushion if within the dear zone. . . . i M. Left exit ramps. Guidance: Section 2A.22 Maintenance Over -crossing structures may serve for the support of overhead signs, and under some circumstances, may be For ground -mounted signs, the minimum lateral offset should be 3.7 in (12 ft) from the edge of the traveled Guidance: . the only practical solution that will provide adequate viewing distance. Use of such structures as sign supports . way, If a shoulder wider than 1.8 in (6 ft) exists, the minimum lateral offset for ground -mounted signs should be . All traffic signs should be kept properly positioned, clean, and legible, and should have adequate may eliminate the need for the foundations and sign supports along the roadside. 1.8 m (6 ft) from the edge of the shoulder. retroteflectivity. Damaged or deteriorated signs should be replaced. Section 2A.18 Mounting Heigbt Support: The minimum lateral offset is intended to keep trucks and cars that use the shoulders from striking the signs : 11D assure adequate maintenance, a schedule for inspecting (both day and night), cleaning, and replacing signs`should be established. Employees of highway, law enforcement, and other public agencies whose duties Support: or supports. reLiu' that they travel on the roadways should be encouraged to report any damaged, deteriorated; or obscured The provisions of this Section apply unless specifically stated otherwise for a particular sign elsewhere in Guidance: signs t the first opportunity. . this Manual. All supports should be located as far as practical from the edge of the shoulder. Advantage should be taken pi should be taken to see that weeds, trees, shrubbery, and construction, maintenance, and utility materials Standard: to place signs behind existing roadside barriers, on over -crossing structures, or other locations that minimize the and , uipment do not obscure the face of any sign. thf Signs installed at the side of the road in rural districts shall be at least 1.5 m (5 ft), measured from the exposure otraffic to s the sign supports. AI regular schedule of replacement of lighting elements for illuminated signs should be maintained. bottom of the sign to the near edge of the pavement Option: Sectin 2A.23 Median Opening Treatments for Divided Highways with Wide Medians Where parking or pedestrian movements occur, the clearance to the bottom of the sign shall be at least P g 1� + gn Where permitted, signs may be placed on existing supports used for other purposes, such as highway traffic- Guidll�dce• 2.1 m (7 fit). signal supports, highway lighting supports, and utility poles. . +,em divided highways are separated by median widths at the median opening itself of 9 m (30 ft) or more, Standard: meditin openings should be signed as two separate intersections. . If signs are placed on existing supports, they. shall meet other placement criteria contained in this Manual. Sect. 2A.16 to 2A.18 Sect. 2A.18 to 2A-19 . Sect. 2A.19 to 2A23 1' ROADSIDE ASSEMBLY RURAL DISTRICT Not ksethan ' E I1 (s n).. a Note: See Section 2A.19 for reduced . lateral offset distances that may . be used in areas where lateral onsets are limited, and In urban areas where. sidewalk width Is limited or where existing poles are dose to the curb. 310N ON NOSE 55 OF MEDIAN 5g I�c q E Vi Ise . .l9 I. OVERHEAD MOUNTING (6 ft) SHOULDER Sect. 2A.16 GEOTEXTILE DRAINAGE FF:I===- ABRIC UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER [DVERLAP T-0" AT TOP) PAVED SHOULDER GEOTEXTIL.E DRAINAGE FABRIC - PAVEMENT (OVERLAP 1'-0" AT TOP) M ATERIAL .:-:UNSTABILISo° - PAVEMENT a ,.).. . :.:..; q •> • • . • UNSTABIL¢ED "' ! �4" MM. •- OUTLET PIPE Sy ..... MA TA;% �-�" -- SUBGRAOE SEE NOTE 1 - SUBGRADE ° OUTLET PIPE #57 AGGREGATE, #8 AGGREGATE DR CRUSHED SEE NOTE 1 GLASS MEETING #B GRADATION REQUIREMENT. 1'-0" " PIPE B F #57 AGGREGATE, #8 AGGREGATE ORCRUSHED GLASS MEETING #8 GRADATION REQUIREMENT. _ PAVED SHOULDER SECTION ICURB AND GUTTER SECTION I SHEET 1OF 2 LID -4 PI TO ELBOW, PIPE IS PERFORATED 5• ELBOW . PPIIPE IS PERFORATED CONNECTION -` PIPE -LESS AGGREGATE - PRIMARY DIRECTION TRENCH WITH OF WATER FLOW DRAINAGE FABRIC NON PERFORATED OUTLET PIPE (TYPICAL) AY L MITS ' - 45' ELBOW FOR OUTLET PIPE TO . CONNECTION BEGIN WITH 45' WYE 45°, ELBOW . - CONNECTION . T-0" MAX EW-12 . (TYMCAD OUTLET PIPE NO SCALE I . STANDARD PAVEMENT EDGEDRAIN VRGIMA DEPA rritE T OF TRANSPORTATION REFERENCE 240 253 501 701 0 W LLJ 4�4(N SEE NOTE 1 W w � O . J_ 1, . 4& . Z �1tot I I I Stationary Operation on Shoulder (Figure TTC4.0) W VW-28 48" x 48" W21-4 48" x 48" GEOTEXTILE DRANAGE FABRIC - - (OVERLAPPAVED SHOULDER LONGITUDINAL PERFORATED PIPE . T-O" AT TOP) UD-4 STABILIZED OPEN N0.218 AGGREGATE GRADED DRAINAGE PAVEMENT .U. LAYER SUBBASE LAYER ;.% , " PIPE UBGRADE SUBGRADE •• OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH " NOW. DIAMETER SMOOTH WALL PVC .103 CORRUGATED PE I AASHTO M-252 SEE NOTE " 1'- - #57 AGGREGATE, #8 AGGREGATE OR CRUSHED . „ GLASS MEETING #B GRADATION REQUIREMENT. -NON-PERFORATED OUTLET PIPE FOR USE VARIARI UNDER COMMERCIAL ENTRANCES MID FOR OUTLETS (EDGE OF PAVED SHOULDER) PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) TYPE OF PIPE CRUSHING STRENGTH SMOOTH WALL PVC .103 SMOOTH WALL PE 70 PSI'XXX UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER. - X WALL THICKNESS (MIN)- INCHES )00( TESTED ACCORDING TO ASTM D-2412 AT 5 X DEFLECTION. GEOTEXTLE DRAINAGE FABRIC (OVERLAP T-0" AT TOP) ( - - DOWN�R/�DE STABILIZED PAVEMENT ' .. -ES SHOULDER OPEN GRADED DRAINAGE LAYER SEE NOTE 9 -EP RIGID . SUBBASE LAYER .; ;fie ... •TLET PPE PIPE -EP - SEE NOTE 1 - - - - - - - ES #57 AGGREGATE. 08 AGGREGATE OR CRUSHED, PPE ST'D. UD-4 REO'D. ST'D. UD-4 REO'D. GLASS MEETING #8 GRADATION REQUIREMENT. . CURB AND GUTTER SECTION Izz (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) . SHOULDER PAVEMENT 3 NOTES: I $ E; EP I 1. 4" MMMUM, PROVIDED ATTAINING MINIMUM 4" OF AGGREGATE ON TOP OF PIPE. EDGEDRAINS IN GORE AREAS 2. WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE - (DROP INLET, MANHOLE, ECT.), NON -PERFORATED OUTLET PIPES ARE NOT REQUIRED. _ .3. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" - ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. . 4. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING, STRENGTH AS THE OUTLET PIPE. 5. OUTLET PIPES ARE TO BE INSTALLED ON 2% MIN. (3 X DESIRABLE) GRADE AND LOCATED EVERY 350'MAXIMUM OR. AS NOTED ON PLANS. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE - STRUCTURE. 7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PIPE SHALL BE PERFORATED - - COMMERCIAL ENTRANCE SIDEWALK OR UNPAVED SPACE UNDERDRAN PIPE TRENCH WITH AGGREGATE--1PIPE UMEROR�D UTTUZEO IN UEU OF PERFORATED PIPE. MAINLINE ROADWAY S. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW-12 SHALL BE ST'D. CURB LIMITED TO NO MORE THAN T-0" TO PERMIT CAMERA INSPECTION OF THE MAIN LINE F GUTTER UhDERDRAI N BETWEEN THE LIMITS OF ST-D. CURB IN EITHER DIRECTION. COMMERCIAL ENTRANCE CURB RETURNS ` GUTTER WILL BE NON -PERFORATED PIPE 9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT BE MAINTAINED UNDER CURB AND GUTTER,NO.21B AGGREGATE SHALL BE USED UNDER CURB AND GUTTER. NO. 21 B AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED OPEN -GRADED MATFAIAL LAYER APD CURB AND GUTTER. SHEET 2 OF 2 SPECIFICATION � - REFERENCE zss STANDARD PAVEMENT EDGEDRAIN 8,07 501 - VRODOA DEPARTbENT OF TRANSPORTATM 701 - f08.D7 a Z IIIIIIIIIIIIIIIIII W Z IIIIIIIIIIIIIIIIIII Z WO in CO CQ CO _tt 5 Q 0 •4 (1 N CO CO 0 V 00 31: .In � IL4 -4 > I a' C)I 0 >% W Z �� 0 � Q,IQ) � �C 0W �� U , �.L-N �; E-( F-4 N w K !� .5 � (L) O Id ­4� A4�1 �0) 0 :J oW W 9� 0 E R E W W � ZW Ov 0 U ® O E-) O E--I � Y) Q P. PO J Gra �`" wW. W a' dCn A f11 U 44 Da rn . I::I W D" M W 134 a CO C:)O O O C0�2 O I. � . H F� I r '.- ® RAN L, K LER v Lic. No. 32809 S_ 2D -TAT(-zbb .' I - L N co 0) ® E-, W Im 14 W M , < M il v 1 2 i-'3: )-4 Z INv�y-1 0- F�-i i) W >_4 U w . J ® Q(, Z � -°Caw ; E--4 0 U n-I E­4 >m 1 W U] s I C O I�-/� � Q4 V/ W w W < w i-1 Z Z Z X Z<� � a Z_II CO) .M _<4 r �5®y J = Z_ DATE: 06/27/08 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2804SN SHEET 16A OF 18 08-051 N IN C N 0 Alf"IDI'MKINFER MUSSELL LIVING TMST, DARYL AID HEIDI rdISSELL LIVING Tn- ST J, IN�T. No COM12211, IN,T. No. 0200221$2, INST. No. 020022115 INST. No, 060=3110) ZONED: nA 1. INTERIOR LANDSCAPING: 10)69I 50a FT. (165%) I TREE PER 10 SPACES 115 SPACES / 10 - 11.5 TREES 18 TREES REQUIRED IS TREES PROVIDED 2. PERIMETER LANDSCAPING: I TREE PER 2000 6+ OF PAVEMENT UP TO 100000 SF 64,153 SF / 2000 SF - 32.31 (3' WEDGES FOR LIGHTS) 32 TREES REQUIRED 32 TREES PROVIDED 3. STREET TREE LANDSCAPING: FRONTAGE 343 LF I STREET TREE EVERY 40 LF OF FRONTAGE 343 / 40 . 851 TREES S TREES REQUIRED S TREES PROVIDED (TREES CANNOT BE PLANTED WITHIN 20' OF ROW DUE TO 35' UTILITY EASEMENT) sv_ ALL PLANTS SHALL CONFORM WITH l6r;P-401M OF THE FREDERICK COUNTY ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT VX e —T7 77 — , /fA ,77 N L PLANTING SCHEDULE A55 50TANIC NAME COMMON NAME QUANTITY VA NATIVE SIZE AR Acer rubrum Red Maple 10 �es 211 cal, 13413 BN Betula nigra River Birch 7 yes 211 Cal, 545 CC Cercls canadensis Eastern Redbud 9�eq 2" cal, 545 CK Corns Kousa Kousa Dogwood i no 2" cal, 545 F;G Fagus grandirolla American Beech 13 es 2" cal, 545 IG Ilex glabra 'Compacta' Compact IrkberrV 144 qes 36", contJB45 MY Magnolia virginiana Sweetbag Magnolia & yes 2" cal, 545 OA OxVclendrum arboreum Sourwood 3 re 211 cal, 545 QR Quercua rubra Northern Red Oak 8 gee 2" cal, 545 a z cc LIJ LLI z z Ku CV 0 10 to N C\2 00 ­4 It .5 0 1 00 CD NC\2 0 CD to to z 0 1 K Cd Lo 02 Tota I number or plants — 1�-4 C) -Q 0 203 Q) �; 44 S- cc LO tL0 13, Q 0) W E- rz4 __ . � � _--_ -•--•- ,vim _._ ._._...._ �`-, _� , ,.� � 1 � 1 j 'Ci i � t I I ' � � ,�. \ � •, � 9) 0 (0 tic co 9 T-11 16-A-5 _054MITH, ET UX, AND TWE7rfARYL AND HEIDI MIS V Z� T LAVING TMST,_11AE C;RRISTOPI V I V . A , _:7�"'� Z"IFER M-OSELL LIVING TrMIST, 7. lt� 1-1 -, F, 00 INST. No 00 - 122 A - N6 - 60221113 v. 12 ip, 1 661 02 Yo -A "T I INST. No. 0200221e2, z > AND 0 E- Z (SEE INST. No. 0.4o0023110) YE I A ! / `. t - ---- _ �' fT f- ,4R / / 1-.�,, I ` . . r w _ 4 ` - -� -� I i - - 0 LOC. "A C4 f77 71 T"­ ---------- T_ L cc, OR !4 L -4: OP • 'x RA Y L. K LER �1 _� �- _ .,- - + _ ( + �/ + i ! i �) / /� ` Lic. NO. 32809 P! ]z 0 JA�-1669 AL, f 44' 1 4 tit A/ _F 7 4" lip _7 :_.. 0) A. to T i CO E--i X- Fri MV f. 'N yy w E % V) > r z I j W E-1 "I' ee j A _j Q-4 0 z A_ --- z 2 4'�'_ '{ � ....., 'ram.+ --•_""'_-.,-- � - �;..;�.,� '•.+.i,� .' - 5N 7 IL 0 E­4 L) UJ == - W ---- A -- — -- — p- I _'\ 1\ z j 7 0 ---GK TPI. 1&-Af�r,-5 MA13rN 0. SMITH, ET UX, :5 4140 JaUrEP, FUSSELL LIVING TRUST, Z 44D THE DARYL AND HEIDI RUSS.ELL LIVING TraJST 4.4 / _'i 1 7- THE CHRIVTOPHER' w 'iR INST. No 000012211, 411) INST. No. 020,022111B E INST. No. 0200221152, CIS -------- PRO mm (SEE INSTA-11o. 060023110) -----QfP1VAT ZONED: RA :3: SHARP ENTRANCE E LOC, w 55 EPEMEW Ar, RTENANT 1-0 61JF3J1iCT TAX, -A 5A INsT. No. 0-7 PARCEL 141e2 (tft,1INFFovED) t 50 15 0 50 (00' DATE: 06/27/08 SCALE: I 30' SCALE: 1" = 30' DESIGNED BY. WRS T.M. 64-A-31C FILE NO. 2804SN } 1 i i i'THE COMTY SCHOOL BOA.f;V-,0F'*r IFEDERICK -,; ' II b diXI.P4TY, VMINIA INST. No., 0�00102131 4 INST. No. SHEET 17 OF 18 ON Lliy -4 THIS SHEET FO LANDSCAPING PURP SESI 0-1 OeO* 5 6 4 08-051 1 t I ! \ p15TANCE J U STES DRIVE - 80' R/1W ( SPEED LIMIT - NOT POSTED' -SIGHT DISTANCE - A _ LINE OF SIGHT (BJ "- _ --- - _ 'OBJECT --""`-• y i �" _... i^^^-^� `.. r-. - M _ —! ra / INF . SIGHT/� Ell OBJECT .• ._._. --- 1 �-` -- - -. , r / .- - ^""--'�-----^" ` f �°r fl'_ .K)1 '.^.. ` / __-� p _ �.-'s ;+.i2ar.' --.s.�...._.."�-..-r � -•�- f /.-- � JaiLUm. / -7 i• .x �+ \4 rt I fig .„.,,,,, «,...,.- .-^•°'"` ,..,._.- ..� .�„s ...-„- ..�.� �+ � .s ...- — ...... .,,,,. „�--......_ ..--'` _ i \ ~ \ \\ \\ / ^ ` \ \t\ I I'�-.ate-,�'jGr• r ie�: r,tii / `�' ~ `i '�Z ��� v�{ �!v...f i� 1y � _._=c=_..._ -�.- 11' .'.."„� \\ 1 ! \ � r' `' / 1. � y � 3r��=�� -II 7hci +~' 1.A �I. i �1•� �T�-r��-�I �I , �i �1 ( ` - --i. SIGHT DISTANCE PROFILE - A ! W la DISLANCE `�- `' ;• il�fi �` .: / ` " _ •- �`—`--� `-� \ \ � is \ \ \ \ � -- f --' / ! `~ LU cq 1-4 - It SIGHT'°DISTANCE - B \ /-----_-- - - - - _-----_-_--,----- — _— � _ I / _- _ ____ Q p c v LINE O'F SIGHT I ._ , — — _ .� _ _ \ OBJECT — cr HT�". .. .--- W Cat u7 w EDGE OF PAVEMENT ` OBJCt (B) a .� 4 ram' E"i EXISTING CUL-D-SAC ' f`- ---- --'- W U2 i \ / , -• '" � SCALE: i" = 60' � � \ \ ILL, z w 0 0 zo NOTES: SIGHT DISTANCE DEVELOPED WITH A 60 MPH DESIGN SPEED SINCE ROAD 15 NOT POSTED AND ORIGINAL APPROVED VDOT ROAD PLANS DATED IIA9103 DO NOT LIST DESIGN SPEED. 2. ENTRANCE SIGHT DISTANCES AND LIGNES OF SIGHT ARE ACCEPTABLE TO MEET VDOT STANDARDS. SCALE: I" = 50' ff, LnI ,n TH OF t r RA Y L, PLER Lic. No. 32809 ti sSIONAL �yCs N T co to W Q m E-i O (� z J o Z Jm o w a � � U U>= Y C7 U_ UU1 W Q Q W Z I 0) 1" ui DATE: 06/27/08 1 SCALE: AS NOTED DESIGNED BY: WRS FILE NO. 2804SN SHEET 18 OF 18 08-051