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HomeMy WebLinkAbout47-17 Site PlanGENERAL NOTES Vacant OWNER/DEVELOPER: ENGINEER: BTB HOSPITALITY, LLC PAINTER-LEWIS, PLC 2224 Wilson Blvd. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Winchester, Virginia 22601 540-722-2087 540-662-5792 Contact: Mr. Glen P. Burke Contact: Mr. Timothy G. Painter, PE HOTEL FRANCHISE: SURVEYORS: MARRIOTT INTERNATIONAL PAINTER-LEWIS, P.L.C. 10400 Fernwood Road 817 Cedar Creek Grade, Suite 120 Bethesda, Maryland 20817 Winchester, Virginia 22601 301-380-8675 540-662-5792 Contact: Mr. David Mendi Contact: Mr. David Spriggs, LS EXISTING PARCEL DATA: Tax Map #: 43 -A -99B (Instrument #180000507) 2.1294 Acres Existing Zoning: M-1 Light Industrial District B-2 General Business District Proposed Parcel: B-2 General Business District Existing Lot Area: Existing Parcel A: 968,604.52 Sq. Ft. (22.2361 acres) (Subdivided) New Parcel B: 92,756.98 Sq. Ft. (2.1294 acres) (Recorded: Instrument #180000507) Existing Use: Vacant Proposed Uses: Hotel Setback Requirements: Front: 35 feet BLOCK (Minor Street or Collector) Provided: 75.21' BOTTOM OF CURB Side: - 0' Provided: 67.82' BUTTERFLY VALVE Rear: - 0' Provided: 65.18' Maximum Building Height: 35 feet (60' District Maximum) BREAK POINT (Hotels are Exempt) Provided: 50'-8" < 60'-0" Minimum Lot Area: None Provided: 2.1294 Acres Minimum Lot Width: None Provided: 258.66 feet F.A.R.: Floor Area: 15,875.77 Sq. Ft. x 4 Stories = 63,503.08 Sq. Ft, Floor -to -Lot Area Ratio: 63,503.08/92,756.98 = 0.685 F.A.R. Permitted =1.0: 0.685 < 1.0 Parking Setback: Front: Required: 10' Provided: 10' CORRUGATED POLYETHYLENE PIPE Side: Required: 5' Provided: 5' CORRUGATED METAL PIPE Rear: Required: 5' Provided: 25' CORRUGATED METAL PIPE ARCH (25' Inactive Buffer Adjacent to Residential Use) Parking Required: Hotels: 1 Space per Room DIAMETER Meeting Rooms & Restaurants: Appropriate Spaces for Use DOWNSPOUT Rooms: [96 Rooms = 96 Spaces ] => 96 Spaces Required EROSION AND SEDIMENT Accessory: [2 Spaces] => 2 Spaces Required Total Provided: 98 Total (4 HDCP Spaces Included with 2 Van Accessible Spaces) Loading Spaces: 1 Space per 20,000 Sq. Ft. of Building Area EXISTING 63,503.08 Sq. Ft./20,000 = 3.175 Spaces => 3 Spaces Required FIRST FLOOR 3 Spaces Provided Greenspace & Buffers: See Sheet 9/14 of the Site Plan for Calculations Storm water Management: The storm water management will be controlled by the existing storm sewer system and adequate conveyance channel that controls the entire Rutherford Crossing complex. At the time of the initial development of the shopping center, an adequate channel was designed and constructed that would maintain flood control from this development to the existing flood plain on and adjacent to this complex. This adequate channel is located adjacent to the Lowes facility, to the north of Milton Ray Drive, and discharges in a northerly fashion towards that Carroll Industrial Park development where Milton Ray Drive originates. The post -developed conditions of this parcel was not considered with the original shopping center development. However, it has been shown, as part of these site plan documents that the existing storm sewer system is adequate for the continued development for this project. Storm water quality must be established by the individual parcels and pad sites in this complex. Forthis site, nutrient credits shall be purchased to satisfy the storm water quality requirements. PREVIOUS APPROVALS: REZ #17-06 REZ #03-17 SIGNS: MONUMENT SIGN: 2' -0"x8' -0"x8'-8" SIGN AREA: 4'-0'x7'-9" (31 Sq. Ft.) Both Sides: (62 Sq. Ft. Total) RESPONSIBLE LAND DISTURBER NAM E: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. BTB HOO IM11 5 LLC MARRIOOTT SPRI GHILL SUITE �4T' IUTHERFORD ROO SI G TOO EWALL MAGI TERIAL DI TH MillCHE TER, VIM I 1 r4 22.0 3 N1 PLA • 4 -17 COUNTY OF FREDERICK FREDERICK COUNTY, VIRGINIA RESIDENTIAL LOTS �! 1 F 7 - VACANT LOT 0 z IY � �Y DRIVE AISLE PARKING Z 11�1�W L Z oow-- MARKET STREET 0000 SWM FACILITY 1 LOWE'S PROJECT OVERVIEW 1 " = 60.0' VACANTLOT ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BFV BUTTERFLY VALVE BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG -2 VDOT CURB CG -6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CMF CONS RETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT E&S or E & S EROSION AND SEDIMENT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. ww FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE 2111MEW "111 DRIVE AISLE PARKING Z 11�1�W L Z oow-- MARKET STREET 0000 SWM FACILITY 1 LOWE'S PROJECT OVERVIEW 1 " = 60.0' VACANTLOT ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BFV BUTTERFLY VALVE BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG -2 VDOT CURB CG -6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CMF CONS RETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT E&S or E & S EROSION AND SEDIMENT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI—PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.I.C. NOT IN CONTRACT N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED or TO BE REMOVED & RELOCATED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX NRB TELEVISION RISER BOX TYP or Typ. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UGT UNDERGROUND TELEPHONE UG CAN UNDERGROUND CABLE T.V. XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/2" PER FOOT. TRANSITION THE GUTTER OVER 10' (Typ.) LIST OF DRAWINGS: SHEET 1/19: COVER SHEET SHEET 2/19: APPROVED PROFFER STATEMENT SHEET 3/19: GENERAL CONSTRUCTION NOTES AND PROJECT SPECIFICATIONS SHEET 4/19: VDOT ENTRANCE PLAN, CROSS—SECTION, AND CENTERLINE PROFILE SHEET 5/19: VDOT CONSTRUCTION DETAILS SHEET 6/19: EXISTING CONDITIONS, DEMOLITION, AND OVERALL SITE LAYOUT PLAN SHEET 7/19: SITE LAYOUT PLAN SHEET 8/19: SITE GRADING PLAN SHEET 9/19: SITE EROSION AND SEDIMENT CONTROL PLAN SHEET 10/19: EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS SHEET 11/19: SITE UTILITIES LAYOUT PLAN SHEET 12/19: SITE LIGHTING, FIRE LANES, AND LANDSCAPING PLAN SHEET 13/19: SITE LIGHTING PLAN AND LIGHTING & LANDSCAPING DETAILS SHEET 14/19: STORM WATER QUALITY LAYOUT PLAN AND DETAILS SHEET 15/19: STORM SEWER MAINS: SECTIONS A & B — PLAN AND PROFILES SHEET 16/19: SANITARY SEWER AND STORM SEWER CONSTRUCTION DETAILS SHEET 17/19: SITE WATER MAIN AND FIRE LINES: PLAN & PROFILES SHEET 18/19: WATER MAIN AND FIRE LINE CONSTRUCTION DETAILS SHEET 19/19: MISCELLANEOUS CONSTRUCTION DETAILS ZONING ADMINISTRATOR DATE APPROVED SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL BTB HOSPITALITY, LLC MARRIOTT SPRINGHILL SUITES AT RUTHERFORD CROSSING SITE PLAN #47-17 PAINTER-LEWIS, P.L.C. 817 CEDAR CREEK GRADE, SUITE 120 TIMOTHY G. PAINTER 9 WINCHESTER, VIRGINIA 22601 Lic. No. 018260 Telephone: (540) 662-5792 �w� Facsimile: (540) 662-5793 �0 �w Email: office©painterlewis.com IONAL CONSULTING JOB 17 0 227 01SHEET: NOVEMBER ENGINEERS LATEST REVISION DATE: MAY 10, 2018 1 / 19 - Greenway Engineering .Match 7; 2017 Tax Parcel 43-A-99 Rezoning Revised April 19, 2017 17000723 .. COUNTY of FREDERICK Greenway Engineering March 7 2017 - Tax Parcel 43-A-99 Remising Revised April 19, 2017. Department of Planning and Development structure constructed on the Property. 540/ 665-5651 Fax: 540/ 665-6395 - RUTHERFORD CROSSING - TAX PARCEL 43-A-99 00 RUTHERFORD CROSSING - TAX PARCEL 43-A-99 PROFFER STATEMENT CD PROFFER STATEMENT �J A. RZ# 17-06 Proffer Statement C.J•i July] 4, 2017 REZONING: RZ# U"rt t proffers by the Frederick County Board of Supervisors on January 24, 2007 under the M-1, Light Industrial District with Proffers to B-2, Business General Mr. Evan Wyatt District and M-1, Light Industrial District with Revised Proffers Greenway Engineering 27.07 acres of land zoned M 1 (Light Industrial) District with proffers to the Ml (Light Industrial) District 151 Windy Hilt Lane PROPERTY: Tax Parcel 43-A-99; 49.23± acres (here -in after the "Property") Winchester, Virginia 22602 PROFFER STATEMENT OWNER SIGNATURES ON FOLLOWING PAGES RE: REZONING #03-17 Rutherford Crossing RECORD OWNER: C. Robert Solenberger, John B. Schroth and John Scully, IV PIN: 43-A-99 APPLICANT: C. Robert Solenberger, John B. Schroth and John Scully, IV (here -in Dear Evan: after "Owners") This letter serves to confirm action taken by the Frederick County Board of Supervisors at their PROJECT NAME: Rutherford Crossing meeting on July 12, 2017. The above -referenced application was approved to rezone 22.16+/- acres Frederick Co ty A rstrator from the M1 (Light industrial) District to the B2 (Business General) District with proffers and ORIGINAL DATE 27.07+/- acres of land zoned MI (Light Industrial) District with proffers to the M1 (Light recommended approval; and Industrial) District with revised proffers. The property is fronting on the southeast side of Market OF PROFFERS: March 7, 2017 Street and the north side of Milton Ray Drive in the Stonewall Magisterial District, and is identified UUJ by Property Identification Number 43-A-99, REVISION DATE: April 19, 2017 The proffer statement, originally dated April 19, 2017 that was approved as a part of this rezoning application is unique to the above -referenced property and is binding regardless of ownership. Preliminary Matters Enclosed is a copy of the adopted proffer statement for your records, Pursuant to §165.102.06E, in the best interest of the public health, safety, welfare, and in conformance with the Comprehensive the County Attorney will present the written proffer to the Frederick County Clerk of Circuit pursuant to Section 15,2-2296 Et. Seq, of the Code of Virginia, 1950, as amended, the Court for recordation and provisions of the Frederick County Zoning Ordinance with respect to conditional zoning, the Please do not hesitate to contact this office if you have any questions regarding the approval of this undersigned Owner hereby proffers that in the event the Board of Supervisors of Frederick rezoning application. County, Virginia, shall approve conditional zoning amendments pertaining to Rezoning studies will be included in the Site Plan design for the specific land development Application '03-17 for the 49,23± -acres Property from the M1, Light Industrial District with Sincerely, approved proffers to establish 22.16.; acres of B2, Business General District and 27,071 C. Property Development Requirements acres of Mi, Light Industrial District with revised proffers, development of the Property shall 1. The Owners proffer to provide a monetary contribution of $0.10 per developed be done in conformity with the terms and conditions set forth herein, except to the extent that Candice Perkins, AICP, CZA such terms and conditions may be subsequently amended or revised by the Owner and such Assistant Director be approved by the Frederick County Board of Supervisors in accordance with the said Code File#27915!/EAW 3 - and Zoning Ordinance. In the event that such rezoning is not granted, then these proffers CEP/ks Attachment shall be deemed withdrawn and have no effect whatsoever. These proffers shall be binding upon the Owner and any legal successors, heirs, or assigns. cc: Judith McCann -Slaughter, Supervisor Stonewall District PDRes 427-17 Gary Oates and William Cline, Stonewall District Planning Commissioners The Property, identified as Tax Map Parcel 43-A-99 is owned by C. Robert Solenberger, Jane Anderson, Real Estate John B. Schroth and John S. Scully, IV recorded as Instrument Number 040017164. The Ellen Murphy, Commissioner of Revenue portion to be rezoned from the M 1, Light Industrial District to the B2, General Business Rod Williams, County Attorney w/Proffer and Resolution District is that portion more particularly identified by metes and bounds on page 3 of the C. Robert Solenbergct, 114 North Cameron Street, Winchester, VA 22601 "Plat Showing Street Dedication and Various Easements on the Property of C. Robert Solenberger, John B. Schroth and John S. Scully, IV" on the Plat of the Property prepared by 107 North Kent Street, Suite 202 * Winchester, Virginia 22601-5000 File N2795JIFA W Gw 2 - Greenway Engineering .Match 7; 2017 Tax Parcel 43-A-99 Rezoning Revised April 19, 2017 Greenway Engineering March 7, 2017 Tax Parcel 43-A-99 Rezoning Revised April 19, 2017 Bury+Partners, John E. Krobath, L.S., June 21, 2007, recorded as Instrument Number at the time of issuance of the Certificate of Occupancy Permit for any primary 070011053. c structure constructed on the Property. O 0 c� 2. The Owners proffer to prohibit truck stops (SIC 5541) from developing on the O RUTHERFORD CROSSING - TAX PARCEL 43-A-99 Property. PROFFER STATEMENT �J A. RZ# 17-06 Proffer Statement Lo t0 The Owners. recognize that Tax Parcel 43-A-99 was one of three parcels rezoned with WHEREAS, REZONING #03-17 Rutherford Crossing, submitted by Greenway Engineering, to rezone proffers by the Frederick County Board of Supervisors on January 24, 2007 under the co co RZ# 17-06 Rezoning Application. The Owners further recognize that the approved • RZ# 17-06 Proffer Statement dated January 17, 2007 establishes a limit of 1,245,000 27.07 acres of land zoned M 1 (Light Industrial) District with proffers to the Ml (Light Industrial) District square feet of total building structural area and a limitof three Interstate Area Overlay -r signs within the total acreages of Tax Parcels 43-A-98, 43-A-99 and 43-A- PROFFER STATEMENT OWNER SIGNATURES ON FOLLOWING PAGES 100. 100. The Owners agree that future development activities within the Property will be Crossing Development, in the Stonewall Magisterial District and is identified by Property Identification subject to these limitations as a condition of this Proffer Statement. B. Transportation Enhancements W0-1 tY 1. The Owners proffer to dedicate the land area within the Property for the 350 -foot cc wide Route 37 corridor and the interchange ramp access area as identified on Frederick Co ty A rstrator Zoning Exhibit 'B" prepared by Bury+Partners dated January 2007. The Owners 0 shall prepare and submit the plat and deed dedicating this land area to Frederick recommended approval; and County within 90 days of written request by Frederick County. t7 ~ LL. w 2: The Owners proffer to submit a Traffic Impact Analysis for future Site Plans UUJ proposed for the Property that exceed 26,652 ADT as calculated for land and development within the total acreage of Tax Parcels 43-A-98, 43=A-99 and 43-A- 100 (as the acreage of those parcels existed at the time of approval of RZ# 17-06 and including such parcels as may have since been subdivided from those in the best interest of the public health, safety, welfare, and in conformance with the Comprehensive parcels). Traffic volume calculations associated with future land development on the Property may be derived from the current ITE Trip Generation Manual, or through actual traffic counts for the Rutherford Crossing project- The Owners NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of Supervisors, that proffer that improvements demonstrated by required Traffic Impact Analysis VIRGINIA: FRADERiCK COUNTY.S(,-1 studies will be included in the Site Plan design for the specific land development O application. Industrial) District to the B2 (General Business) District with proffers and 27.07 acres of land zoned M 1 Industrial) District C. Property Development Requirements t (' ��, �� �__ 1. The Owners proffer to provide a monetary contribution of $0.10 per developed primary structure square foot on the Property for County Fire and Rescue final revision date of April 19, 2017, The conditions voluntarily proffered in writing by the Applicant services. The monetary contribution shall be made payable to Frederick County and -tit certificate acknowledgement thereto annexed File#27915!/EAW 3 - Pi #27951/EAW 4 Greenway Engineering March 7, 2017 Tax Parcel 43-A-99 Rezoning Greenway Engineering March 7; 2017 Tax Parcel 43-A-99 Remising � T _ Revised April 19.2017 Revised April 19, 2017 m <, 2-1S A IE ure Jt Owner SignatOwner SignatureQ� '' The conditions proffered above shall be binding upon the heirs, executors, a E i� _ The conditions .proffered above shall be binding upon the heirs, executors, � P g p i i dmnstrators, assigns and successors in the interest of the Owner. In the event the administrators, assigns and successors in the interest of the Owner. In the event the a Frederick County Board of Supervisors grants this rezoning and accepts the Frederick County Board of Supervisors grants this rezoning and accepts the n �� > conditions, the proffered conditions shall 1 to the land rezoned in addition to v n �� , \ 0 . conditions, the proffered conditions shall apply to the land rezoned in addition to P appy u Other requirements set forth in the Frederick County Code, other requirements set forth in the Frederick County Code. Respectfully Submitted: Respectfully Submitted: �` \ By: By: / J J t- John B. Schroth Date John C. Scully, IV Dae N w �~- r rr i t}� t, R, t$t a 2 � m INI w w F.—ii �• 4 o u Y,n 1 .tCCK' eG'9ae 1 ,'i., 2 b \\ \\ •" � u� 3-or.zr.tss ]-cr,cc.ass 1 1 1 H �. ' \\ wr 8 _ htw o, iw b as jAr ma o Commonwealth of Virginia, Commonwealth of Virginia, -- b - t- ��r .a. 4i f Cit fCettrtt of ret Ci !C of (/t/ § y r Ly To wit: �y y To Wit: �a= t� i a The foregoing instrument wasacknowledged before me this day of _ The foregoing instrument was acknowledged before me this day of 204-7 by Q, 20 by Qe SO s> d$ t r Notary Public of aa92 4c Notary Pubhc ad � a9.;2G?d r My Commission Expires 3 - 3 My Commission Expires Vii/ r,?O.,,?G � h� 8 0 Se`''ri Im aQ��yLY r �►e! - r} SHEET 5eea 1 400, RUTHERFORD CROSSING p �,. JANU� i?ury+ Partners KP ZONING EXHIBIT'S" Nowt efk,No SOLUTIONS "' • '"~ 'ti.,.,, ��" RP Cn.<a,d o,•. ?P PROPOSED ZONING: Consu]olnt Engfneera and Surveyors 3010l0 C111111 ;Par • kra, S.JU IDN ^LIN �raa Sn OF 2 P,pl"t 9.. 20225-01 Zntnmrrapal. MAI r•'i1e #2745J/EAw 6 Filo #2795J/EAw , 7 STOMWALL kaKrWRIAL OIaTiUCT r l jos/au-aaoe P.. Toa/eae-ame RflE9R OK COMrrY, VMiGNIA �+r+PaAam-'lk. Ix. 0C.Prdaal em Greenway Engineering March 7, 2017 Tax Parcel43-A-99 Rezoning Revised April 19, 2017 Owner Sienature J CD The conditions proffered above shall be binding upon the heirs, executors, CO administrators, assigns and successors in the interest of the Owner- In the event the Frederick County Board of Supervisors grants this rezoning and accepts the conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code. Respectfully Submitted: C. Robert Solenberger Date Commonwealth of Virginia City/Ceu� of W /,10 To Wit; The foregoing instrument was acknowledged before me this 1rday of 1�? 20_L by CE4 Notary Public at i;�6zWEPO' My Commission Expires 3 - 3 v24 , File #2795YEAW e" cow 2 AMENDMENT -o -2- C-1 CD This ordinance shall be in effect on the date of adoption. Action: <T PLANNING COMMISSION: June 7, 2017 - Recommended Approval ry Passed this 12tb day of July, 2017 by the following recorded vote: BOARD OF SUPERVISORS: July 12, 2017 - N APPROVED ❑ DFNIED 5 .T, O O Cr) W Charles S, DeHaven, Jr., Chairman : Aye Gary A. Lofton Aye AN ORDINANCE AMENDING Bill M. Ewing Aye Robert W. Wells Aye — -- THE ZONING DISTRICT MAP Gene E. Fisher Aye Judith McCann -Slaughter Aye -- — a Blaine P. Dunn Aye REZONING #03-17 RUTHERFORD CROSSING Lo t0 QOM WHEREAS, REZONING #03-17 Rutherford Crossing, submitted by Greenway Engineering, to rezone in > a J co co 22.16 acres from M I (Light Industrial) District to the B2 (General Business) District with proffers and • A COPY ATTEST 27.07 acres of land zoned M 1 (Light Industrial) District with proffers to the Ml (Light Industrial) District Q Z -r with revised proffers with a final revision date of April 19, 2017 was considered. The subject property fronts on the southeast side of Market Street and the north side of Milton Ray Drive within the Rutherford M U Crossing Development, in the Stonewall Magisterial District and is identified by Property Identification w>��@ No. 43-A-99; and W0-1 tY is ie m cc tl Frederick Co ty A rstrator WHEREAS, the Planning Commission held a public hearing on this rezoning on June 7, 2017 and 0 O O ,U recommended approval; and D v Z t7 ~ LL. w WHEREAS, the Board of Supervisors held a public hearing on this rezoning on July 12, 2017; UUJ and WHEREAS, the Frederick County Board of Supervisors finds the approval of this rezoning to be in the best interest of the public health, safety, welfare, and in conformance with the Comprehensive Plan; NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of Supervisors, that VIRGINIA: FRADERiCK COUNTY.S(,-1 Chapter 165 of the Frederick County Code, Zoning, is. amended to rezone 22.16 acres from M 1 (Light O T 3IIsTtnment of writing was produced to the on Industrial) District to the B2 (General Business) District with proffers and 27.07 acres of land zoned M 1 Industrial) District t (' ��, �� �__ (Light with proffers to the M1 (Light Industrial) District with revised proffers with a at _ �� V� ' final revision date of April 19, 2017, The conditions voluntarily proffered in writing by the Applicant U and -tit certificate acknowledgement thereto annexed and the Property Owner is attached. was ad *tied to record. Tar imposed by Sec. 58.1-802 of *ti p and a&1.801 have been paid, if assessable, PDRes #27-17 PDRes 427-17 BOS Res. #004-17t� P Clerk 5 .T, O O Cr) W ►LJ — I OI I p -0 O O Q LJ LLJ 0 • • W != Z Q E— D Mn W V) (n IX Of r U LL.w Zw0 a- O V) CL LLJ En WU W ��?o a^^ W CL hJ-- C Q T_ C. I.: tO W J 1 JOB NO.: 4- QO SCALE: a }JQO MZ F— QO C.� Lo t0 QOM h in > a J co co O�w^ • O ti Q Z -r mN=v N M U J w>��@ 0 .�w W0-1 tY O cc tl W 0 O O ,U D v Z t7 ~ LL. w Z UUJ O O CL O U U tY Z o0 G Gw •.. QW LLJ CC Q Q ►LJ — I OI I p -0 O O Q LJ LLJ 0 • • W != Z Q E— D Mn W V) (n IX Of r U LL.w Zw0 a- O V) CL LLJ En WU W ��?o a^^ W CL hJ-- C Q T_ C. I.: tO W J J 'N JOB NO.: ■ N SCALE: a }JQO MZ F— QO C.� Lo t0 QOM h in > a J co co O�w^ �. Q _'t� q. Q Z -r mN=v N M U J w>��@ 0 .�w W0-1 tY O cc tl d C. I.: P -L, PLC J C7 JOB NO.: ■ N SCALE: a 1"=30' 11/08/17 SHEET: Lo t0 NM o 0.)U C/—� 1D N Lr) �. Q N N Q Z -r J w>��@ 1 W0-1 tY cc W 0 O O ,U D v Z t7 ~ LL. w Z UUJ h Q 00 0 W Z JLLJ W Z O LLLII� 0 W " TI THY G PAINTER y> LiC. 018260 05 10�8 �1�w `� _ 1 ONAL �� SURVEY: C. I.: P -L, PLC 1' DRAWN BY: JOB NO.: TGP 1702005 SCALE: DATE: 1"=30' 11/08/17 SHEET: 2/19 GENERAL NOTES GENERAL VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) NOTES 9VAC25-840-40. MINIMUM STANDARDS 1-19: LANDSCAPE REQUIREMENTS: m CONSTRUCTION GENERAL NOTES: 1. Greenspace Required: 15% 92,756.9831 sq. ft. x .15= 13,913.55 sq. ft. I- 1. All work and materials shall conform to the current standards of the County of Frederick, A VESCP must be consistent with the following criteria, techniques and methods: Provided: 29.64% (27,495.21 sq. ft.) Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Virginia Department of Transportation stauntonoistrict 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any Pr Impervious Building Code, and the rules and regulations of the Americans with Disabilities Act, where Rev. June 19, 2013 portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but Proposed Impein us Area Tabulation: Building Footprint: 15,875.77 sq. ft. PPVDOT General Notes applicable. will remain dormant for longer than 140 days. Permanent stabilization shall be applied to areas that are to be left dormant for more Parkin and drive aisles: 44 847.00 s ft. Z V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and than one year. g q O Fes - 2. Erosion and sediment control installation and maintenance shall conform to the standards and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local Walks and dumpster pad: 4.539.00 sq. ft. 1= Z Z Z regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govem. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. Total Proposed Impervious area: 65,261.77 sq. ft. (70.36%) Z Zi � O specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where Thea applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow (- V2. All construction shall comply with the latest U.S. Department of Labor,. Occupational Safety and Health Administration (OSHA), and Virginia PP P P Y applicable. P P P Occupational Safety and Health (VOSH)Rules and Regulations. areas and soil intentionally transported from the project site. 2. Parking Lot Landscaping: Uy p U U • �+ V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of Perimeter Areas: (1 ) Tree per 2,000 sq. ft. of Parking Area Z O >_ >_ coU 3. It shall be the responsibility of the contractor to notify Miss Utility at 811 at least two (2) VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stobilized. Permanent vegetation shol U U U co working days prior to commencement of any land disturbing activity. any execution of work within the VDOT right of way. not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. Required Trees: 44,847 sq. ft./2,000= 22.4=> 22 trees Di U tZi! Q Provided Trees: 22 trees Q � V4 The developer shalt be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., 4. All existing utilities have been shown based upon the best available information. However, owned by VDOT or private/public utility companies. It is the sole responsibility of the developer to locate and Identify utility facilities or items that 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed a 0:� Z Q Q there may be existing utilities which are not shown and should be located. Therefore, it shall be may be in conflict with the proposed construction activity, VDOT approval of these plans does not indemnify the developer from this responsibility. a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. Required Headlight Screening: 3' high along Rights -of -ways the responsibility of the contractor to verify the location of all existing utilities prior to V5. Design features relating to field construction,regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT, and adjacent properties. construction. Verification shall be done b way of a field survey or excavated test Its. An Any additional expense incurred as a result of anyfleldrevisionshallbetheresponsibilityofthedeveloper, 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. Provided Headlight Screening: 3' high evergreen hedge was Y Y Y P Y 9 9 9 9 9 discrepancies between these plans and the actual field conditions shall be reported immediately V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served b the tra provided along adjacent properties. .- developer with the attendance of the contractor (s), various County agencies, Utility companies and VDOT pdor to initiation of work. P g P g Y or basin. O N N to the engineer of record and/or the Department of Public Works of the County of Frederick, Interior Areas: 5% Interior Greenspace �-- o �-- Q Virginia. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undermined length of time. VDOT Q requires and shall receive 48 hours advance notice prior to any required or requested inspection. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only Greenspace Required: 44,847 sq. ft. (x) 0.05= 2,242.3 sq. ft. i7 uj n 5. All proposed utilities shall be installed underground. Va. The contractor shall notify the Traffic Operations Center at(540)332-9500 for any traffiiccontrol plan that impacts aVOOTmaintained Interstate of control drainage areas less than three acres. Greenspace Provided: 2,866.0 sq. ft. (or) 6.4 0 0 0 Primary roadway to provide notification of the instaliationand removal of the work zone. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall b 6. It shall be the responsibility of the contractor to obtain all permits and a all applicable V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrances in accordance with Section 3.02 of the controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage r7 N •- O P Y P pay PP p ry () (1 } Tree Per 10 Parking Spaces Z may be necessary for construction riot to commencement of work. An approved set Virginia Erosion and Sediment Control Handbook, Furthermore, access to other properties affected by this project shall be maintained through area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25 -year storm of 24-hour fees that y y p PP construction. duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to Trees Required: 97 spaces/10= 9.70 => 10 trees of construction documents shall be present on the site at all times. exist while the sediment basin is utilized. Trees Provided: 10 trees ~Q V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Construction.. Q 7. Topographic information was derived based upon U.S.G.S. datum by a field survey performed V11. All water and sewer lines within existing or proposedVOOTrightof-wayshatthaveaminimumthirty-six{3fi)inchescover and when possible shalt 7. Cut and fill slopes shall be designed and constructed in o manner that will minimize erosion. Slopes that are found to be eroding Q be installed under roadway drainagefaGlitiesatconflictpoints. 3. Buffers and Screening: Required along the South property boundary. Z by the Survey Division of Painter -Lewis, P.L.C. on May, 2017 exclusively for the site development excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is (/) Z B2 against RP: Category B buffer (25 active, 25 inactive), and a ^ Q of this project. A one foot (1) contour interval was established for this project. Please confirm V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction corrected. , W 0 • • Q the vertical elevation benchmark information with the surveyor prior to commencement of the shall be immediately brought to the attention of the full screen. 3 plants per 10 linear feet of buffer required with 6 II-_ Z Q engineer and VDOT. Work shall cease inthatvicinity until anadequate design can bedetermined bythe engineer and approved byVDOT. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, high vegetative hedge, berm or fence. Z W Z 0 W stake -out of this project. flume or sloe drain structure. Buffer length= 233.31' W W � _ (n V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where P - - - CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil Plants Re Required= 233.31 10- 23.33 X 3- 69.99-> 70 tants Z 8. No Geotechnical report has been prepared for this project. samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. q / p J N0 X V Q accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures, 70 Plants total (Y3 deciduous, Y3 evergreen, Y3 shrubs) J 1.,iL ` Q 0 0 9. All radii designations indicate centerline of the trail, face of curb, edge of pavement, or edge V14. All roadway fill, base, subgrade material, and backfill in utilitylstorm sewer trenches shall be compacted in accordance with the lift thicknesses, 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter Provided: 70 plants: (23 deciduous trees, 23 evergreen trees, 24 - 0.> F - of stone pavement, where applicable. density and moisture requirements ci specified in the current VDOT Road and Bridge Specifications. Certified copies of test reports shall be the conveyance system without first being filtered or otherwise treated to remove sediment. shrubs) and a 6' high evergreen hedge within a 25' wide landscape Q � � >_ V P P P submitted to VDOT dally, unless specified otherwise. easement. Z 0 W V) 0 _ 10. The contractor shall coordinate the relocation of and the connection to all existing UtIIItIeS V15. VDOTStandardCDandUDunderdrainsshallbeinstalledwhereindicatedontheseplansand/or as specified byVDOT. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any - � Z Z required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. with the appropriate utility company, if applicable. V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe 4. All planting shall conform with Section 165-203.01 B of the Frederick County Zoning Ordinance. � � (n 0 V.1 (,) and a select number of pipe culverts, For pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or An plant substitutions must be approved writing b the Frederick Count Planning a- LJ 0 0 W ten percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified as storm sewer pipe 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and Y P PP I n g Y Y anng UTILITY COMPANIES: shall be considered as culvert pipe for inspection purposes. Additional testing may required as directed by the Area Land Use Engineer or their Department. rtment. v • 2 Q a - representative. stabilize the work area to the greatest extent possible during construction. Non -erodible material shall be used for the construction of p Lv Verizon (540) 665-3153 causeways and cofferdams. Earthen fill may be used for these structures if armored by non -erodible cover materials. =.V J � Viz. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the LANDSCAPE INSTALLATION: � � -� Z W Shenandoah Valley Elec. Coop. (540) 450-0111 aL responsibility of the developer. 13. When a live watercourse must be crossed b construction vehicles more than twice in an six-month period, a temporary vehicular 1. Confirm the locations of an utilities above or below round prior to commencing work. Washington Gas Company (540} 869-1111 Y Y P P Y Y 9 P 9 0_ =)LJV1a. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer in accordance stream crossing constructed of non -erodible material shall be provided. Contact the Landscape Architect in the event that utilities or any other structure conflicts with X Water and Sewer (Frederick Water) (540) 868-1061 with the Manual On Uniform Traffic Control Devices. the layout shown on the plan.W V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all 11. Where plans call for matching existing concrete or pavement, the Contractor shall provide a 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. J Q � W invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the cut joint or asphalt overlay as required to provide a smooth transition. acceptance of the work. Unit and total prices may be obscured. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at ~� V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the time Of bidding. 12. All property corner markers disturbed or otherwise obscured by construction are to be density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: shall perform these tests. Certified copies of test reports shall be submitted to VOOT daily, unless specified otherwise. In addition to checking replaced and verified by a certified land surveyor at the Contractors expense. 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. a. No more than 500 linear feet of trench may be opened at one time. 3. All materials are subject to approval by the Owner or Owners representative. Provide the 13. Pavement construction and material items called far on the plans refer to V.D.O.T. standards V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Spec cations, Density shalt be b, Excavated material shall be placed an the uphill side of trenches. Owner with a tag from each plant species and a list of the plant suppliers. Where any r P determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and requirements are omitted from the Plant List, use plants which meet the normal requirements and specifications. Certified copies of test reports shall be submitted to VDOT daily, unless' specified otherwise. A VDOT representative shall be notified and given the Pto discharged in a manner that does not adversely affect flowing streams or off-site property. for the varlet according to the American Association of Nurser men. opportunity to be present during the construction and testing of the density control strip. Y 9 Y d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. V N 14. All Fire lanes shall be delineated as directed by the County of Frederick Fire Marshal. V22. 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 e. Restabilization shall be accomplished in accordance with these regulations. J 0 N excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and f. Applicable Safety regulations shall be complied with. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and _J > 0 VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, or larvae, and shall have adequate root systems. JQ Q 15. The Contractor shall obtain permission from adjoining property owners prior to conducting other,Mse unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer any off-site construction activities. and approved by VDOT. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of }_ m Z N sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. F- = 00 V23. VDOT Standard Guardrail shall o installed wheys warranted after gand/orrading g proposed on these plans in accordance with VDOT's installation criteria. surface shall be cleaned thoroughly at the end of each do Sediment shall be removed from the roads b shoveling or sweeping and Failure to meet minimum size on an plant will result in rejection of that plant. 16. The Contractor shall obtain a Land Disturbance Permit from the Department of Public Works final approvalottheguardraillayouttotregivenbyVDOTaftergradingismastfycomplete. g Y Y• Y 9 P 9 Y P j P J Z of the Count of Frederick, Virginia prior to initiating an site work. V24. Approval 3 transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This Q Q _ r, Y 9 P 9 Y pp Oyears from the date of the approval letter. provision shall apply to individual development lots as well as to larger land -disturbing activities. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous �' J > co V25. VDOT Standard CG -1 2 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT, edges as shown on the plan. All mulched beds shall be curvilinear in shape following the a..,_ 17. All exterior lights shall match the type and details as specified on these plans and approved 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the contour of the plant mass. Apply a minimum of 3 inches of mulch uniformly over beds. Trees V) 3: X b the Count of Frederick Virginia. The lighting shall be positioned to project downward to V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to Y Y 9 9 9 P P J temporary measures are no longer needed, unless otherwise authorized by the VESCP. Trapped sediment and the disturbed soil areas determine the type and condition of the foundation, The contractor shall submit copies of borehole togs and repot findings of foundation located within four feet of any shrub bed shall share the some bed. Grade finished planting ei W preclude direct illumination off site. exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. Q beds so as not to impede surface drainage. _ d - Standard PB -1. Contrary to the Standard, where rock is encountered and cast -in-place box is proposed, the thickness of bedding shall be six (6) N inches, Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization 18. Add topsoil adjacent to the curbing and sidewalks, as necessary, to account for SOI( shallbsdeierminedbytheengineerandapprovedbyVDOT. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage � N W ��„� due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in 7• Locate trees a minimum of 3 feet from walls or walks, if possible. settlement. Y P q Y accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design m N -17 U concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or 8. Stake and u all trees according with standard practice and/or the suppliers 19. Provide a separation of at least three feet from any site feature more than six inches man-made channels: guy g P / PP Z above or below the elevation of the closest point in any parking area. recommendations. At a minimum, all deciduous trees shall be double -guyed with 72 hardwood r 31- a.Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with w 20. Provide traffic controls during construction activities in the public rights-of-way. Installation receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream rubber hose connections. Stakes shall be 2" x 2" x 72". o shall be in accordance with the V.D.O.T. and the County of Frederick, Virginia specifications. stability analyses at the outfall of the pipe or pipe system shall be performed. a FREDERICK WATER b. Adequacy of all channels and pipes shall be verified in the following manner: 9. Use shredded hardwood bark mulch in all planting beds. 21. Provide "as -built" drawings for all improvements as required by the County of Frederick, CONSTRUCTION NOTES (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred Virginia. Coordinate the scope and format of the as-builts with the Department of Public Works times greater than the contributing drainage area of the project in question; or 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on prior to beginning construction. 1. The Authority's Water and Sewer Standards and Specifications are available at (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel all B&B plants. www.frederickwater.com. banks nor cause erosion of channel bed or banks. 22. Construction of this project may not begin until plans have been approved and a 2. The contractor shall adhere to the Authority's standards and specifications in effect at the (b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater J o p j y g p pp Y p 11. Plant substitutions are permitted with consent from the Landscape Architect. ,.._ pre -construction meeting has been held with the Department of Public Works of Frederick time of will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel a bed or banks; and w - N M E County, Virginia. construction. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic � 0 0) rn 0 (c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be r- 3. The contractor shall coordinate with and arrange for inspection by the Authority. yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any In N ui •3 contained within the pipe or system. I 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall turf, weeds or other vegetation completely prior to installation. N N a) FREDERICK COUNTY INSPECTIONS DEPARTMENT manhole. LU (1) Improve the channels to a condition where a ten-year storm will not overtop the banks and a two-year storm will not o Q (O (0 a) CONSTRUCTION NOTES 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. cause erosion to the channel bed or banks; or 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant < ? � The materials and workmanship for a period of one year from time of installation. 0 � 00 a (2) Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances; W � 1. BUILDING SHALL COMPLY THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTION 310, USE Authority shall furnish all needed material and make the tap. An Application for Wet Tap shall (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when Y - � � @j GROUP R (RESIDENTIAL) AND SECTION 304, USE GROUP B (BUSINESS) OF THE VIRGINIA BUILDING be runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a ten-year storm to increase 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. J w 0 CODE/2012. OTHER CODES THAT APPLY ARE THE INTERNATIONAL MECHANICAL CODE FOR AIR submitted and the initial fee paid before the tap is made. when runoff outfalls into a man-made channel; or � L,, a, 6 CHANGE, 2012 VIRGINIA PLUMPING CODE, THE ICC ANSI A117.1-3-09 ACCESSIBLE AND USABLE 6. Exact locations of water and sewer services on new lines are to be coordinated with the (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP 15. No trees or shrubs shall be placed in Frederick Water easements. X v � . o BUILDINGS AND FACILITIES, 2012 INTERNATIONAL ENERGY CODE, 2012 INTERNATIONAL POOL AND Authority's inspector. authority to prevent downstream erosion.W Q = Q E SPA CODE, AND THE 2012 INTERNATIONAL FIRE CODE. 7. The Authority's maintenance division shall furnish and install all water meters though 2 inch in d.The applicant shall provide evidence of permission to make the improvements. c!) v Q) 0 'o 2. BUILDING SHALL COMPLY WITH THE HEIGHT AND AREA REQUIREMENTS OF T503 WITH APPLICABLE size. It is the contractors responsibility to have the meter box assembly installed correctly. project. e.All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the subject Z v i- w INCREASES FOR TYPE OF CONSTRUCTION. PROPOSED FOUR (4) STORY HOTELS WILL REQUIRE A Before a permanent meter is installed: f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for Z r' SPRINKLER SYSTEM. THE FIRE DEPARTMENT CONNECTION HAS BEEN LOCATED ON PLANS. a. The meter box, with its frame and cover, must be properly aligned with the maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person 00 3. GREASE TRAPS AND GREASE INTERCEPTORS SHALL BE PROVIDED FOR HOTEL KITCHENS. THE coppersetter. responsible for performing the maintenance. GREASE INTERCEPTOR SHALL BE LOCATED INSIDE THE BUILDING. b. The frame and cover shall be set to final grade. g.0utfall from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at the outfall a 4. OPEN FLAMES DEVICES, SUCH AS THE PROPOSED FIRE PIT, SHALL BE PLACED NO LESS THAN c. The distance between the top of the cover and the coppersetter shall be between 18 of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. 15' FROM THE MAIN STRUCTURE. and 21 h.All on-site channels must be verified to be adequate. i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted 5. TWO ACCESSIBLE EXITS SHALL BE PROVIDED. inches. y la P P Y ICD to to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. Q� 6. ROOF DRAINS SHALL COMPLY WITH THE INTERNATIONAL PLUMBING CODE, 2009. NO STORM d. All components of the meter box assembly shall be in proper working order. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or J w WATER RUNOFF SHALL BE DISCHARGED OVER PEDESTRIAN WALKWAYS. 8. For services that connect to existing lines: industrial development shall not be considered to be separate development projects. Instead, the development, as a D Z 7. HANDICAP PARKING SHALL COMPLY WITH ANSI Al 17.1 -09. VAN ACCESSIBLE PARKING SHALL BE a. The Authority shall furnish and install: whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate z CD PROVIDED AND HAVE A MINIMUM OF 1 1' WIDTH, WITH 5' UNLOADING AREA OR A MINIMUM OF 8' 1. all 5/8"x3/4", 3/4", 1", 1Y2" and 2" water services. development condition shall be used in all engineering calculations. 2EIIEow UNLOADING AREA WITH AN 8' WIDTH PER SECTION 502 ANSI. SIGNAGE SHALL COMPLY WITH 1106.8 2. all sewer services. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts v USBC. A MAXIMUM 2% SLOPE IS REQUIRED FOR ALL HANDICAPPED PARKING AND UNLOADING b. The owner/developer shall: on the physical, chemical and biological integrity of rivers, streams and other waters of the state. I. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and SPACES. PARKING SHALL MEET ANSI Al 17.1-09. 1. coordinate (or have the contractor coordinate) the location of the service lateral velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural 1,TH of 8. AN ACCESSIBLE ROUTE HAS BEEN PROVIDED TO THE MAIN ENTRANCE OF ALL FACILITIES. with the or man-made channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) ��� p j PASSENGER LOADING AND UNLOADING UNDER MAIN ENTRANCE/CANOPY SHALL MEET ANSI A117.1-09 Authority's engineering assistant. detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the o� 11 IF AND SHALL BE STRIPED AS REQUIRED UNDER ANSI A117.1-09 SECTION 503.3. 2. submit an Application for Service and pay the required fees. allowable peak flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or equal to the peak 9. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF USBC/IBC FOR SPECIAL INSPECTION 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rat o REQUIREMENTS SHALL APPLY FOR THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL, ETC. SHALL as required). The assembly must meet ASSE standard number 1015 or 1013. by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the u TIM THY . PAINTER a BE INCLUDED.) COMPACTION/SOIL BEARING/SOIL TESTING, ETC. SHALL BE REQUIRED FOR 10. All fire lines must have backflow prevention assembly (detector double check valve of RPZ, runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements Lic. . 018260 for natural or man-made channels as defined in any regulations promulgated pursuant to 62.1-44.15:54 or 62.1-44.15:65 of the PLACEMENT OF SOILS FOR ALL NEW STRUCTURES. as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, Act. 116 privately m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of 62.1-44-15:52A of the �0�,�5�U �,p S / owned fire line shall also have a fire service meter. This assembly shall be installed Act and this subsection shall be satisfied by compliance with water quantity requirements in the stormwater Management Act s10NAl, immediately (62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such land disturbing activities are in accordance before the backflow prevention unit. Radio read remotes are required. with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulations. 11. The Authority shall review the mechanical plan(s) for design and material approval of a n.Compliance with the water quality standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) SURVEY: C. L: building's: Regulations shall be deemed to satisfy the requirements of subdivision 19 of this subsection. P -L, PLC 1' a. domestic water meter and its backflow prevention device, and/or its DRAWN BY: JOB NO.: b. fire service line's backflow prevention device. TGP 1702005 12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's SCALE: DATE: Certificate to 1"=30' 11/08/17 Operate and a copy of the station's DEQ approved 0&M manual. These documents must be SHEET: received before substantial completion is issued and water meters released. 3/19 1 TM 43-A-103 I NANBODAN TM 43C -1-D PROPERTIES, LLC TM 43-A-104 INSTR. NO. MICHAEL A. MOORE 050013767 DB 668 PG 112 I I I 1 TRAFFIC GENERATION NOTES ��''{{• TRAFFIC IMPACTS: I i • L__1 2014 AVERAGE DAILY TRAFFIC VOLUME ESTIMATES I ROUTE 1621: MARKET STREET TO CUL-DE-SAC AADT: 2700 TRIPS (50% VOLUME PER LANE - ASSUMED) TRIP GENERATION: USES: HOTEL: 96 ROOMS HOTEL: Occupied Rooms (WEEKDAY) 110 Rooms: 1000 (Trips - WEEKDAY) (50% Entering, 50% Exiting) _ 500 Trips Entering & Exiting Occupied Rooms (WEEKDAY -PEAK HOUR (7-9am)) ! T = 0.78(x) - 29.80 X=96 T = 0.78(X) - 29.80 T = 0.78(96) - 29.80 T = 45.08 => (45 Trips Peak Hour (Max.)) (58% Entering, 42% Exiting) 26 Trips Entering -- HOTEL: Occupied Rooms (SATURDAY) 180 Rooms: 1893 (TRIPS - SATURDAY) => 96 Rooms: 946 (TRIPS - SATURDAY) (50% Entering, 50% Exiting) g 473 Trips Entering & Exiting IM Occupied Rooms (SATURDAY - PEAK HOUR) 13I 180 Rooms: 160 (TRIPS - PEAK HOUR) N => 96 Rooms: 80 (TRIPS - PEAK HOUR) TM 43-A-99 .- (50% Entering, 50% Exiting) ROBERT C. SOLENBERGER, ET. ALS. 40 Trips Entering & Exiting INSTR. NO. 040017164 z TOTAL TRIPS FOR THE SITE: 500 TRIPS (WEEKDAY) I - 40 TRIPS (PEAK HOUR) TRIP GENERATION: 500 TRIPS << 26,652 TRIPS => NO TRAFFIC STUDY REQUIRED (PER PROFFERS) I I TM 43C -1-B TM 43-A-102 TM 43C -1-A BRADFORD VILLAGE I �Q� ROY R. MESSICK APARTMENTS, L.C. DB 259 PG 568 I DB 970 PG 359 pp 1 � 9 X X X- x � 233. - M S W �t l � III 1 D i 1 144 , 13 1 ' 13-- C C �I TM 3-A-10OF W ® RUTHERFORD FARM, I LLC N N N INSTR. NO. I 0 0005730 M N a I 1 1 - it ■ I J L - i —Lr n PR. DIRECTIONA SIGN— _ A *-TRUCKS '♦ � �� F:= 4- BUSES CARS 35 SETBACK /.a 35' SETBACK 1� t / I _ e1 DISTANCE TO MILTON RAY DRIVE: 167.6' �syav rx,. DISTANCE TO THE END OF THE CUL-DE-SAC: 627.3'EX AGO/ cD '! . " QUIRED: 340' SIGHT o DISTANCE RE827' DED: tGHT DIS ANCE PROVI_ o o —�� � P& ,uEnuuv oFR. AIEMW OVERLAY AT _:Zzz_ V STATION 12+16 I I I I I TM 43 -A -100A LOWES HOME CENTERS INC. INSTR. NO. 0700011910 DISTANCE TO MERCHANT STREET: 497 SIGHT DISTANCE REQUIRED: 340 SIGHT DISTANCE PROVIDED: 497 _ — oo FR.MVAN BEGIN MILLING AND OVERLAY AT STATION 10+91 FR Cr, 6 NOTES: V.D.O.T. ROADWAY IMPROVEMENTS 1. CONTRACTOR SHALL MILL THE EXISTING PAVEMENT TO A MINIMUM DEPTH OF 1j" IN THE ADJACENT TRAVEL LANE FROM STATION 10+91 TO 12+16, AS INDICATED, AND OVERLAY WITH A 14" SM -9.5A SURFACE COURSE. MILL THE PAVEMENT TO THE APPROPRIATE DEPTH TO OBTAIN THE DESIGNED CROSS SLOPE OF. 2.0%. THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN THE PAVEMENT SECTIONS. 2. CONTRACTOR SHALL ERADICATE THE TRAFFIC SYMBOLS AND OTHER TRAFFIC MARKINGS, AS INDICATED. 3. THE PAVEMENT SHALL BE RE -STRIPED THROUGH MILLED AREA. ' 40 0 40 I Scale 1 " = 40 ft 120 T_ z WQ U<W Wo WW oz og W U_ Lj 0 1 EX. 80' R -O -W 12' LANE 6' 14' LANE - - 4'----- 5' Slope: I Slope: 1 4": 1'-0" CG -6 1 4"^_.1'-0" SI K PR. 1.5" SM -9.5A 4 BITUMINOUS CONCRETEli'- SURFACE COURSE EX. 1M-19.0 BITUMINOUS CONCRETE INTERMEDIATE COURSE (TO REMAIN) EX. BM -25.0 BITUMINOUS CONCRETE BASE COURSE (TO REMAIN) EX. 21-B STONE SUBBASE COURSE (TO REMAIN) MARKET STREET (ROUTE 1621) 80' R -O -W (Speed Limit: 25 MPH) TYPICAL ROADWAY IMPROVEMENT SECTION DETAIL N.T.S. 4" PVC UNDERDRAIN (CONNECT TO STORM SEWER SYSTEM) � e, X 0 Q Ill n. 80 w J U ILIs C6 s0 z a: 0 � 40 aC 20 C-31 200 291 400 600 800 1000 1 PHV APPROACH TOTAL, VEHICLES PER HOUR LEGEND PHV- - Peak Hour Volume (also Design Hourly Volume equivalent) Adiustmeni for Right Turns 1400 If PHV is not known use formula: PHV = ADT x K x D ui. ' ?100X K = the percent of AADT occurring in the peak hour z Z91 D = the percent of traffic in the peak direction of flow Note: An average of 11 % for K x D will suffice. FIGURE C-1-9 GUIDELINES FOR RIGHT TURN TREATMENT (4 -LANE HIGHWAY) It SOIL SUBGRADE I `` (/ J JpN .- ._. ___ _ _ _.. _ E < ~ 04 00 Q Z z w ZE Z O w Q +% I_ J o �L >L U . �_. _ . W ..... mNW� W Q� U w0 M04 X W _ W O o z L.L `J W O W d Uj WiWo Q90 oaw _ w , w L)LL. i X p ._.w XX w w i00 w c`nv �_.... p + _..N' +(;+ + 10+00 11+00 � e, X 0 Q Ill n. 80 w J U ILIs C6 s0 z a: 0 � 40 aC 20 C-31 200 291 400 600 800 1000 1 PHV APPROACH TOTAL, VEHICLES PER HOUR LEGEND PHV- - Peak Hour Volume (also Design Hourly Volume equivalent) Adiustmeni for Right Turns 1400 If PHV is not known use formula: PHV = ADT x K x D ui. ' ?100X K = the percent of AADT occurring in the peak hour z Z91 D = the percent of traffic in the peak direction of flow Note: An average of 11 % for K x D will suffice. FIGURE C-1-9 GUIDELINES FOR RIGHT TURN TREATMENT (4 -LANE HIGHWAY) It SOIL SUBGRADE I O O N Q O O O n N ^ O z T_ (/ J JpN JQO N - E �-.1111 z 04 00 Q Z w w ZE Z O w Q +% I_ J tp 0 O 0 U 0 U CL Cj W mNW� W Q� U w0 M04 X W 0 o E o V z OoD 0 Z O O N Q O O O n N ^ O z T_ (/ J JpN JQO N - E �-.1111 z 04 00 fir/ CZ4 Q0— r. w Q +% I_ J tp O " W J W'o�@ mNW� W Q� U w0 M04 X W 0 o E o V z OoD 0 Z `J W O W d ���Pj,TH OF Pr a.� TIM THY PAINTER Lic. 018260 `SSrONAL SURVEY: C.L: P -L, PLC 1' J O ■ N - E W N 0 fir/ CZ4 LC) tO . ♦ w Q +% W Z QOf 0 0 Of C) C) J W'o�@ 1 W Q� U w0 9 � W V) W o E o V OoD 0 Z ~ U_ W Q90 ���Pj,TH OF Pr a.� TIM THY PAINTER Lic. 018260 `SSrONAL SURVEY: C.L: P -L, PLC 1' DRAWN BY: JOB II TGP 1702005 SCALE: DATE: 1"=30' 11/08/17 SHEET: 4/19 NOTE ALLOWABLE ENTRANCE GRADE TABLE 15 Nor APPLICABLE TO STREET CONNECTIONS �SPEFERE TKNN METH{JO OF TREATMENTXVDOT REFERENt£ ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE I SWEET I of 1 53 viRGiNIA OFPARiM1ENT Of TRANSPORTATION 203.04 A PERMISSIBLE CONSTRUCTION JOINT u5 DOWEL, 8•• LONG 0 12" C -C 4' Ion t 1 MAXBAx AB..... 8• miir 5 � TRUNCATE DOME TYPICAL DESIGN) A FOR SHEET E AILS OF 9 IIS„. 8'•0" Min. 4'-0" Min, BACK OF CURB t2.1 MAX, 48:1 MAX, 20 1 2 MIN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B -B NOTES. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF S. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. CG -12 TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 105 502 V A 4'SOUARE LANDING AREA OUTSIDE or ..J TRAVELWAY SHALL ` THE PMAR EDD WITHIN In I CROSSWALK AREIn A. -t a' X (Y CR0 WAJ�K - m II O TYPICAL PLACEMENT v� AT INTERSECTION CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMEN (WITH BUFFER STRIP) CG -12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE A WITH BUFFER STRIP A C SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA. Y (fir) V) O o: U OSSWA LK T DIAGONAL PLACEMENT WITH BUFFER STRIP XVDLOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 5 07/15 203.06 UD -4 GEOTEXTILE DRAINAGE FABRIC (OVERLAP r-0" AT TOP) PAVED SHOULDER PAVEMENT TERIAL SLBCRADE• OUTLET PPE SEE NOTE 1 -••N57 AGGREGATE, N8 2' 0" T-0" AGGREGATE OR CRUSHED GLASS MEETING 08 VARIA& E GRADATION REQUIREMENT. (EDGE OF PAVED SHOULDER) PAVED SHOULDER SECTION LIP To ELBOW, PPE IS PERFORATED --m-4 10 - PRIMARY - Of W TER�FLCW� p NON PERFORATED OUTLET PIPE (TYPICAL) 45• ELBOW CONNECTION - 45* WYE CONNECTION - /'-0" MAX. FABRIC OUTLET PFE NO SCALE UNDERDRAN SHALL BE CENTERED tNVOER CURB AND GUTTER GEOTEXTILE DRAINAGE FABRIC 0 (OVERLAP 1'-0" AT TOP) - PAVEMENT �z v tCJ1NpSpT�AcBNr IZED ' SUBGRADE OUTLET PPE SEE NOTE 1 - 057 AGGREGATE, N8 "PAPE AGGREGATE OR CRUSHED GLASS MEETING N8 GRADATION REQUIREMENT. CURB AND GUTTER SECTION PAY LINTS FOR OUTLET PPE TO BEGIN WITH 45' ELBOW UP TO ELBOW, PPE IS PERFORATED woo -r STANDARD PAVEMENT EDGEDRAIN REFE�IC'E" ROAD AND BRIDGE STANDARDS 240 SHEET 1 OF 2 REVISION DATE 258 108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 501 701 GEOTEXTILE DRA94AM FABRIC PAVED SHOULDER (OVERLAP r-0" AT TOP) LONGITUDINAL PERFORATED PIPE W-4 .216 AGGREGATE TYPE PPE CRUSHING STRENGTH STABILIZED OPEN PAVEMENT X W.T 4" NOM: DIAMETER GRADED DRAINAGE % ;. LAYER SUBE LAYER .:'... r " ADE BASPIPE SMOOTH WALL PVC .103 AASHTO su�RWE OUTLET PPE CORRUGATED PE M-252 SEE NOTE 1 057 AGGREGATE, N8 AGGREGATE OR CRUSHED T-0" CLASS MEETING 0 GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES ANDFOROUTLETS - --V- TYPE OF PPE CRUSHING STRENGTH (EDGE OF PAVED SHOLN DLR) )(W.T 4" NOM. DIAMETER PAVED SHOULDER SECTION SMOOTH WALL PVC .1133 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PE 70 PSI )0* UNDERDRAiN SHALL BE CENTERED UNDER CURB AND GUTTER. X WALL THICKNESS (MN) - INCHES )HE )( TESTED ACCORDING TO ASTM 0-2412 AT 5% DEFLECTION. GEOTEXTILE DRAINAGE FABRIC (OVERLAP T-0" AT TOP) DOWN GRAM -�---- STABILIZED AVEMENT _ES SHOULDER DRAINAGE LAYER -SEE NOTE 9 -EP SUBBASE LAYER �• MAIN LINE PAVEMENT NON PHRQRATED Y CONECCTION SuBGRnDE rLET PIPE _Ep SEE NOTE 1 -0" -ES 057 AGGREGATE, N8 AGGREGATE OR CRUSHED "PPE ST'D. UD -4 REQ'O. / ST'O. UD -4 REOV. GLASS MEETING NS GRADATION REQUIREMENT. CURB AND GUTTER SECTION SHOULDER (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) .PAVEMENT f NOTES: EI 4" T TOW OF 4" MINIUM PROVIDED ATTAINING MINIMUM OF AGGREGATE ON PPE. I J. EDGEDRAINS N GORE AREAS 2. WHEN THE LONGITUDINALDIRECTLY S P�C�TATTSDS�STRE�(DROP Speed Limit (mph) 5, WHEN THE ENTRANCE RADtI CANNOT ACCOMMODATE THE CG 95 105 115 135 i 1_50 1651 185 205 225 240 270 295 405 450 495 CG -6 NOTE WHFN A PEOESTR.AN ACCESS ROUTE MAINLINE ROADWAY SLCrPE - NOTES: 55 rROSSE5 A COMERCIAL ENTRANCE 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. -"'1--" FgAO ,-. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, EDGE OF PAVEMENT 0 R OPTIONAL FLOW LINE 6 X MAX. D GRADE CHANGE D ! 4,000 PSI IF PRECAST. A WIDTH OF 5 FEET. ISEE 3• COMBINATION CURB 4 GUTTER HAVING A RADIUS MAINLINE ROADWAY A OF 300 FEET OR LESS (ALONG FAQ OF CURB) SMALL (RADIUS TO e�' AS It C BE PAID FOR AS RADIAL COMBINATION CURB M PERFORATEDUNPAVED SHOWN ON PLANS) GUTTER. LOCATED EVERY 35O'MAXIUIII OR AS NOTED ON PLANS. 1. WHEN USED IN CON,#JNCIKUN WITH STANDARD CG -3 4• FOR USE WiTH STABILIZED OPEN -GRADED 70 - (RADIUS TO BE AS DRAINAGE LAYER, THE BOTTOM OF THE CURB CONNECTIONS . . s ANN. AND GUTTER� BE CONSTRUCTED PARALLEL BE ADJUSTED TO MATCH THE MOUNTABLE CURB t TO THE SLOP SUBBASE COURSES CG -2 OR CC.S� CONFIGURATION AND TO THE DEPTH OF THE PAVEMENT, ~ N T ^) , 5. THIS CURB MAY BE USED WHEN / SECTION A A DESIGN SPEED IS 40 MPH OR LESS 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE ON RURAL HIGHWAYS AND 45 MPH OR Sr0£.WAL.rc 2" R LESS IN DEVELOPED URBAN & SUBURBAN ST'D. CURB ,.• - AREAS, IF THESE SPEEDS ARE (SEE 5 STANDARD CG -7 IS REOURED. RD CO ACROSS THE INTERSECTION. 77EXCEEDED D cW OPT1UNAL UNPAVED SPACE r, 3. MARINE PAVEMENT SHALL BE CONSTRUCTED TO THE i ALLOWABLE ENTRANCE GRADE CHANGES FLOW LINE. ^s RtW LINE (EXCEPT ANY "GRADE STABILIZATION I D p, R£KXA�D FOR MAINLINE. PAVEMENT WHICH CAN BE �. EXPANSION CLASS AS EXPANSION OWTEO IN THE ENTRANCE ) JOINT (.• JOINT A RADIAL CURB OR COMBINATION CURB AND GUTTER {I+.E S } ♦ O • • • D D D D D O ' SHALL NOT BE CONSTRICTED BEYOND THE R:rW LINE -' --'-------- -~_~ THE BOTTOM OF THE CURB AND EXCEPT FOR REPLACEMENT PURPOSES - SHOWN ON TYPICAL SECTION. GUTTER MAY BE CONSTRUCTED A. PARALLEL TO THE SLOPE OF PLAN ViEW W. 2'-01• SUBBASE COURSES PROVIDED A _ ET:] OF 2 MEDIUM 500.1500 OPD S 3% 6 % )AIDNMUUM DEPTH OF 7" 501 SECTION C -C IS MAINTAINED. Low t.ES5 THAN 500 VPO !.6% 8 k THIS AREA MAY BE CONCRETE 701 AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER iDS 902 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 NOTE ALLOWABLE ENTRANCE GRADE TABLE 15 Nor APPLICABLE TO STREET CONNECTIONS �SPEFERE TKNN METH{JO OF TREATMENTXVDOT REFERENt£ ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE I SWEET I of 1 53 viRGiNIA OFPARiM1ENT Of TRANSPORTATION 203.04 A PERMISSIBLE CONSTRUCTION JOINT u5 DOWEL, 8•• LONG 0 12" C -C 4' Ion t 1 MAXBAx AB..... 8• miir 5 � TRUNCATE DOME TYPICAL DESIGN) A FOR SHEET E AILS OF 9 IIS„. 8'•0" Min. 4'-0" Min, BACK OF CURB t2.1 MAX, 48:1 MAX, 20 1 2 MIN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B -B NOTES. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF S. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. CG -12 TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 105 502 V A 4'SOUARE LANDING AREA OUTSIDE or ..J TRAVELWAY SHALL ` THE PMAR EDD WITHIN In I CROSSWALK AREIn A. -t a' X (Y CR0 WAJ�K - m II O TYPICAL PLACEMENT v� AT INTERSECTION CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMEN (WITH BUFFER STRIP) CG -12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE A WITH BUFFER STRIP A C SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA. Y (fir) V) O o: U OSSWA LK T DIAGONAL PLACEMENT WITH BUFFER STRIP XVDLOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 5 07/15 203.06 UD -4 GEOTEXTILE DRAINAGE FABRIC (OVERLAP r-0" AT TOP) PAVED SHOULDER PAVEMENT TERIAL SLBCRADE• OUTLET PPE SEE NOTE 1 -••N57 AGGREGATE, N8 2' 0" T-0" AGGREGATE OR CRUSHED GLASS MEETING 08 VARIA& E GRADATION REQUIREMENT. (EDGE OF PAVED SHOULDER) PAVED SHOULDER SECTION LIP To ELBOW, PPE IS PERFORATED --m-4 10 - PRIMARY - Of W TER�FLCW� p NON PERFORATED OUTLET PIPE (TYPICAL) 45• ELBOW CONNECTION - 45* WYE CONNECTION - /'-0" MAX. FABRIC OUTLET PFE NO SCALE UNDERDRAN SHALL BE CENTERED tNVOER CURB AND GUTTER GEOTEXTILE DRAINAGE FABRIC 0 (OVERLAP 1'-0" AT TOP) - PAVEMENT �z v tCJ1NpSpT�AcBNr IZED ' SUBGRADE OUTLET PPE SEE NOTE 1 - 057 AGGREGATE, N8 "PAPE AGGREGATE OR CRUSHED GLASS MEETING N8 GRADATION REQUIREMENT. CURB AND GUTTER SECTION PAY LINTS FOR OUTLET PPE TO BEGIN WITH 45' ELBOW UP TO ELBOW, PPE IS PERFORATED woo -r STANDARD PAVEMENT EDGEDRAIN REFE�IC'E" ROAD AND BRIDGE STANDARDS 240 SHEET 1 OF 2 REVISION DATE 258 108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 501 701 GEOTEXTILE DRA94AM FABRIC PAVED SHOULDER (OVERLAP r-0" AT TOP) LONGITUDINAL PERFORATED PIPE W-4 .216 AGGREGATE TYPE PPE CRUSHING STRENGTH STABILIZED OPEN PAVEMENT X W.T 4" NOM: DIAMETER GRADED DRAINAGE % ;. LAYER SUBE LAYER .:'... r " ADE BASPIPE SMOOTH WALL PVC .103 AASHTO su�RWE OUTLET PPE CORRUGATED PE M-252 SEE NOTE 1 057 AGGREGATE, N8 AGGREGATE OR CRUSHED T-0" CLASS MEETING 0 GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES ANDFOROUTLETS - --V- TYPE OF PPE CRUSHING STRENGTH (EDGE OF PAVED SHOLN DLR) )(W.T 4" NOM. DIAMETER PAVED SHOULDER SECTION SMOOTH WALL PVC .1133 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PE 70 PSI )0* UNDERDRAiN SHALL BE CENTERED UNDER CURB AND GUTTER. X WALL THICKNESS (MN) - INCHES )HE )( TESTED ACCORDING TO ASTM 0-2412 AT 5% DEFLECTION. GEOTEXTILE DRAINAGE FABRIC (OVERLAP T-0" AT TOP) DOWN GRAM -�---- STABILIZED AVEMENT _ES SHOULDER DRAINAGE LAYER -SEE NOTE 9 -EP SUBBASE LAYER �• MAIN LINE PAVEMENT NON PHRQRATED Y CONECCTION SuBGRnDE rLET PIPE _Ep SEE NOTE 1 -0" -ES 057 AGGREGATE, N8 AGGREGATE OR CRUSHED "PPE ST'D. UD -4 REQ'O. / ST'O. UD -4 REOV. GLASS MEETING NS GRADATION REQUIREMENT. CURB AND GUTTER SECTION SHOULDER (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) .PAVEMENT f NOTES: EI 4" T TOW OF 4" MINIUM PROVIDED ATTAINING MINIMUM OF AGGREGATE ON PPE. I J. EDGEDRAINS N GORE AREAS 2. WHEN THE LONGITUDINALDIRECTLY S P�C�TATTSDS�STRE�(DROP Speed Limit (mph) 5, WHEN THE ENTRANCE RADtI CANNOT ACCOMMODATE THE CG 95 105 115 135 i 1_50 1651 185 205 225 240 270 295 405 450 495 T R AT - LCK TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK NOTE WHFN A PEOESTR.AN ACCESS ROUTE MAINLINE ROADWAY SLCrPE - TRAFFIC. THE DEPTH FOR SIDEWALK 5 CURB RAMPS 55 rROSSE5 A COMERCIAL ENTRANCE wtImN THE LIMITS OF THE RADISHOULD IF -"'1--" FgAO ,-. THE CROSS SLOPE SHkA BE 2/ FOR EDGE OF PAVEMENT 0 R OPTIONAL FLOW LINE 6 X MAX. D GRADE CHANGE D ! x A WIDTH OF 5 FEET. ISEE LINE f5 REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY A GENERAL NOTES (RADIUS TO e�' AS It C xxcTRCLT APPROACH SAME SURFACING, AS MANLINE ROADWAY t -,EE NOTE 3) PERFORATEDUNPAVED SHOWN ON PLANS) CA LOCATED EVERY 35O'MAXIUIII OR AS NOTED ON PLANS. 1. WHEN USED IN CON,#JNCIKUN WITH STANDARD CG -3 TABLE THESE VALUES ARE NOT APPLICABLE TO STREET 70 - (RADIUS TO BE AS OR CC -7. THE CURB FACE ON THIS STANDARD IS TO CONNECTIONS . . s ANN. .- SHOWN ON PL.ANS1 t BE ADJUSTED TO MATCH THE MOUNTABLE CURB t gPIPIDEERDRAIN CG -2 OR CC.S� CONFIGURATION CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AID THE APPLICABLE REQUIREMENTS ~ N T ^) , Of D°°EvINCLUDING G 5 OPP rNG MANUAL, � / SECTION A A SIGHT UE 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE 9 OPTIONAL FLOWLIE MAY REQUIRE WARPING OF A Sr0£.WAL.rc USED WITH THIS STANDARD. �.Slt')i. WALK ST'D. CURB ,.• - LL.W (SEE ti GUTTER �+ ACROSS THE INTERSECTION. I NOTE 5) cW OPT1UNAL UNPAVED SPACE r, 3. MARINE PAVEMENT SHALL BE CONSTRUCTED TO THE i ALLOWABLE ENTRANCE GRADE CHANGES FLOW LINE. ^s RtW LINE (EXCEPT ANY "GRADE STABILIZATION I '-•'-"-- � ._.......-......,„.._,-. J R£KXA�D FOR MAINLINE. PAVEMENT WHICH CAN BE �. EXPANSION CLASS AS EXPANSION OWTEO IN THE ENTRANCE ) JOINT (.• JOINT A RADIAL CURB OR COMBINATION CURB AND GUTTER {I+.E S } - i - SHALL NOT BE CONSTRICTED BEYOND THE R:rW LINE NOTE WIDTH ..B T-0" OR AS `(d+ MAxNLIN£ ROADWAr EXCEPT FOR REPLACEMENT PURPOSES - SHOWN ON TYPICAL SECTION. A A. KOH MORE THAN 1500 VPO 0 X 3 % PLAN ViEW ENTRANCE NOTES NOTE ALLOWABLE ENTRANCE GRADE TABLE 15 Nor APPLICABLE TO STREET CONNECTIONS �SPEFERE TKNN METH{JO OF TREATMENTXVDOT REFERENt£ ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE I SWEET I of 1 53 viRGiNIA OFPARiM1ENT Of TRANSPORTATION 203.04 A PERMISSIBLE CONSTRUCTION JOINT u5 DOWEL, 8•• LONG 0 12" C -C 4' Ion t 1 MAXBAx AB..... 8• miir 5 � TRUNCATE DOME TYPICAL DESIGN) A FOR SHEET E AILS OF 9 IIS„. 8'•0" Min. 4'-0" Min, BACK OF CURB t2.1 MAX, 48:1 MAX, 20 1 2 MIN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B -B NOTES. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF S. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. CG -12 TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 105 502 V A 4'SOUARE LANDING AREA OUTSIDE or ..J TRAVELWAY SHALL ` THE PMAR EDD WITHIN In I CROSSWALK AREIn A. -t a' X (Y CR0 WAJ�K - m II O TYPICAL PLACEMENT v� AT INTERSECTION CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMEN (WITH BUFFER STRIP) CG -12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE A WITH BUFFER STRIP A C SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA. Y (fir) V) O o: U OSSWA LK T DIAGONAL PLACEMENT WITH BUFFER STRIP XVDLOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 5 07/15 203.06 UD -4 GEOTEXTILE DRAINAGE FABRIC (OVERLAP r-0" AT TOP) PAVED SHOULDER PAVEMENT TERIAL SLBCRADE• OUTLET PPE SEE NOTE 1 -••N57 AGGREGATE, N8 2' 0" T-0" AGGREGATE OR CRUSHED GLASS MEETING 08 VARIA& E GRADATION REQUIREMENT. (EDGE OF PAVED SHOULDER) PAVED SHOULDER SECTION LIP To ELBOW, PPE IS PERFORATED --m-4 10 - PRIMARY - Of W TER�FLCW� p NON PERFORATED OUTLET PIPE (TYPICAL) 45• ELBOW CONNECTION - 45* WYE CONNECTION - /'-0" MAX. FABRIC OUTLET PFE NO SCALE UNDERDRAN SHALL BE CENTERED tNVOER CURB AND GUTTER GEOTEXTILE DRAINAGE FABRIC 0 (OVERLAP 1'-0" AT TOP) - PAVEMENT �z v tCJ1NpSpT�AcBNr IZED ' SUBGRADE OUTLET PPE SEE NOTE 1 - 057 AGGREGATE, N8 "PAPE AGGREGATE OR CRUSHED GLASS MEETING N8 GRADATION REQUIREMENT. CURB AND GUTTER SECTION PAY LINTS FOR OUTLET PPE TO BEGIN WITH 45' ELBOW UP TO ELBOW, PPE IS PERFORATED woo -r STANDARD PAVEMENT EDGEDRAIN REFE�IC'E" ROAD AND BRIDGE STANDARDS 240 SHEET 1 OF 2 REVISION DATE 258 108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 501 701 GEOTEXTILE DRA94AM FABRIC PAVED SHOULDER (OVERLAP r-0" AT TOP) LONGITUDINAL PERFORATED PIPE W-4 .216 AGGREGATE TYPE PPE CRUSHING STRENGTH STABILIZED OPEN PAVEMENT X W.T 4" NOM: DIAMETER GRADED DRAINAGE % ;. LAYER SUBE LAYER .:'... r " ADE BASPIPE SMOOTH WALL PVC .103 AASHTO su�RWE OUTLET PPE CORRUGATED PE M-252 SEE NOTE 1 057 AGGREGATE, N8 AGGREGATE OR CRUSHED T-0" CLASS MEETING 0 GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES ANDFOROUTLETS - --V- TYPE OF PPE CRUSHING STRENGTH (EDGE OF PAVED SHOLN DLR) )(W.T 4" NOM. DIAMETER PAVED SHOULDER SECTION SMOOTH WALL PVC .1133 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PE 70 PSI )0* UNDERDRAiN SHALL BE CENTERED UNDER CURB AND GUTTER. X WALL THICKNESS (MN) - INCHES )HE )( TESTED ACCORDING TO ASTM 0-2412 AT 5% DEFLECTION. GEOTEXTILE DRAINAGE FABRIC (OVERLAP T-0" AT TOP) DOWN GRAM -�---- STABILIZED AVEMENT _ES SHOULDER DRAINAGE LAYER -SEE NOTE 9 -EP SUBBASE LAYER �• MAIN LINE PAVEMENT NON PHRQRATED Y CONECCTION SuBGRnDE rLET PIPE _Ep SEE NOTE 1 -0" -ES 057 AGGREGATE, N8 AGGREGATE OR CRUSHED "PPE ST'D. UD -4 REQ'O. / ST'O. UD -4 REOV. GLASS MEETING NS GRADATION REQUIREMENT. CURB AND GUTTER SECTION SHOULDER (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) .PAVEMENT f NOTES: EI 4" T TOW OF 4" MINIUM PROVIDED ATTAINING MINIMUM OF AGGREGATE ON PPE. I J. EDGEDRAINS N GORE AREAS 2. WHEN THE LONGITUDINALDIRECTLY S P�C�TATTSDS�STRE�(DROP Speed Limit (mph) 5, WHEN THE ENTRANCE RADtI CANNOT ACCOMMODATE THE '1 25 30 35 40 45 95 105 115 135 i 1_50 1651 185 205 225 240 270 295 405 450 495 T R AT - LCK TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 1 50 MAINLINE ROADWAY SLCrPE - TRAFFIC. THE DEPTH FOR SIDEWALK 5 CURB RAMPS 55 10' PARABOLIC CURVE (ENTRANCE ONL * ) wtImN THE LIMITS OF THE RADISHOULD IF ABOVE INVERT ELEVATION EVATION OFRECEIVNG DRAINAGE DITCHE OR STRUCTURE. FgAO ,-. INCREASED TO 7"`. (SEE CG -13) EDGE OF PAVEMENT 0 R OPTIONAL FLOW LINE 6 X MAX. D GRADE CHANGE D ! 6- PE ANS ARE TO INDICATE WHEN CCINSTRUCTION OF A FLOW - -ZTR ISEE LINE f5 REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY NOTE 71 THE ENTRANCE. 55 D 7 THE DESIRABLE ANO MAXIMUM ENTRANCE GRADE CHANGES PERFORATEDUNPAVED GRADE CHANGE C GRE D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE LOCATED EVERY 35O'MAXIUIII OR AS NOTED ON PLANS. D TABLE THESE VALUES ARE NOT APPLICABLE TO STREET 70 OUTLET PPE TO SECURELY CONNECTED TO EW -12 OR OTHER ORANAGE � CONNECTIONS . . s ANN. 0' AKNIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES .J 1 gPIPIDEERDRAIN 6, WHEN CG- 11IS USED FOR STREET CONNECTIONS. THE rSi CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AID THE APPLICABLE REQUIREMENTS ~ UTILIZED N LEU OF PERFORATED PPE. Of D°°EvINCLUDING G 5 OPP rNG MANUAL, � MAINLINE ROADWAY SECTION A A SIGHT UE STD. CURB 9 OPTIONAL FLOWLIE MAY REQUIRE WARPING OF A LIMITED TO NO MORE THAN r-0" TO PERMIT CAMERA INSPECTION OF TNN: MAIN LIE i GUTTER 4"r ST'D. CURB PORT ON OF GUTTER TO PROVIDE P05rTrvE DRAINAGE LL.W COMMERCIAL. ENTRANCE CURB RETURNS ti GUTTER f ACROSS THE INTERSECTION. BE NON PERFORATED PIPE. 9. N SITUAT06 WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT �F- ALLOWABLE ENTRANCE GRADE CHANGES MA AND GUTTER, NO. 218 AGGREGATE SHALL BE USED IBE CURB AGUTTER.CURB CRADEE CHANGE CLASS AS NO. 218 AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED OPEN -GRADED Z ry ENTRANCE VOLUME ..E).. J W W {I+.E S } • n. • > i .DESIRABLE MAXIMUM R,o"`E CONCRETE ROADAND BRIDGE A. KOH MORE THAN 1500 VPO 0 X 3 % mull REVISION DATE -EE _ ET:] OF 2 MEDIUM 500.1500 OPD S 3% 6 % rr x 501 SECTION C -C Low t.ES5 THAN 500 VPO !.6% 8 k 701 NOTE ALLOWABLE ENTRANCE GRADE TABLE 15 Nor APPLICABLE TO STREET CONNECTIONS �SPEFERE TKNN METH{JO OF TREATMENTXVDOT REFERENt£ ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE I SWEET I of 1 53 viRGiNIA OFPARiM1ENT Of TRANSPORTATION 203.04 A PERMISSIBLE CONSTRUCTION JOINT u5 DOWEL, 8•• LONG 0 12" C -C 4' Ion t 1 MAXBAx AB..... 8• miir 5 � TRUNCATE DOME TYPICAL DESIGN) A FOR SHEET E AILS OF 9 IIS„. 8'•0" Min. 4'-0" Min, BACK OF CURB t2.1 MAX, 48:1 MAX, 20 1 2 MIN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B -B NOTES. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF S. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. CG -12 TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 105 502 V A 4'SOUARE LANDING AREA OUTSIDE or ..J TRAVELWAY SHALL ` THE PMAR EDD WITHIN In I CROSSWALK AREIn A. -t a' X (Y CR0 WAJ�K - m II O TYPICAL PLACEMENT v� AT INTERSECTION CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMEN (WITH BUFFER STRIP) CG -12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE A WITH BUFFER STRIP A C SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA. Y (fir) V) O o: U OSSWA LK T DIAGONAL PLACEMENT WITH BUFFER STRIP XVDLOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 5 07/15 203.06 UD -4 GEOTEXTILE DRAINAGE FABRIC (OVERLAP r-0" AT TOP) PAVED SHOULDER PAVEMENT TERIAL SLBCRADE• OUTLET PPE SEE NOTE 1 -••N57 AGGREGATE, N8 2' 0" T-0" AGGREGATE OR CRUSHED GLASS MEETING 08 VARIA& E GRADATION REQUIREMENT. (EDGE OF PAVED SHOULDER) PAVED SHOULDER SECTION LIP To ELBOW, PPE IS PERFORATED --m-4 10 - PRIMARY - Of W TER�FLCW� p NON PERFORATED OUTLET PIPE (TYPICAL) 45• ELBOW CONNECTION - 45* WYE CONNECTION - /'-0" MAX. FABRIC OUTLET PFE NO SCALE UNDERDRAN SHALL BE CENTERED tNVOER CURB AND GUTTER GEOTEXTILE DRAINAGE FABRIC 0 (OVERLAP 1'-0" AT TOP) - PAVEMENT �z v tCJ1NpSpT�AcBNr IZED ' SUBGRADE OUTLET PPE SEE NOTE 1 - 057 AGGREGATE, N8 "PAPE AGGREGATE OR CRUSHED GLASS MEETING N8 GRADATION REQUIREMENT. CURB AND GUTTER SECTION PAY LINTS FOR OUTLET PPE TO BEGIN WITH 45' ELBOW UP TO ELBOW, PPE IS PERFORATED woo -r STANDARD PAVEMENT EDGEDRAIN REFE�IC'E" ROAD AND BRIDGE STANDARDS 240 SHEET 1 OF 2 REVISION DATE 258 108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 501 701 GEOTEXTILE DRA94AM FABRIC PAVED SHOULDER (OVERLAP r-0" AT TOP) LONGITUDINAL PERFORATED PIPE W-4 .216 AGGREGATE TYPE PPE CRUSHING STRENGTH STABILIZED OPEN PAVEMENT X W.T 4" NOM: DIAMETER GRADED DRAINAGE % ;. LAYER SUBE LAYER .:'... r " ADE BASPIPE SMOOTH WALL PVC .103 AASHTO su�RWE OUTLET PPE CORRUGATED PE M-252 SEE NOTE 1 057 AGGREGATE, N8 AGGREGATE OR CRUSHED T-0" CLASS MEETING 0 GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES ANDFOROUTLETS - --V- TYPE OF PPE CRUSHING STRENGTH (EDGE OF PAVED SHOLN DLR) )(W.T 4" NOM. DIAMETER PAVED SHOULDER SECTION SMOOTH WALL PVC .1133 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PE 70 PSI )0* UNDERDRAiN SHALL BE CENTERED UNDER CURB AND GUTTER. X WALL THICKNESS (MN) - INCHES )HE )( TESTED ACCORDING TO ASTM 0-2412 AT 5% DEFLECTION. GEOTEXTILE DRAINAGE FABRIC (OVERLAP T-0" AT TOP) DOWN GRAM -�---- STABILIZED AVEMENT _ES SHOULDER DRAINAGE LAYER -SEE NOTE 9 -EP SUBBASE LAYER �• MAIN LINE PAVEMENT NON PHRQRATED Y CONECCTION SuBGRnDE rLET PIPE _Ep SEE NOTE 1 -0" -ES 057 AGGREGATE, N8 AGGREGATE OR CRUSHED "PPE ST'D. UD -4 REQ'O. / ST'O. UD -4 REOV. GLASS MEETING NS GRADATION REQUIREMENT. CURB AND GUTTER SECTION SHOULDER (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) .PAVEMENT f NOTES: EI 4" T TOW OF 4" MINIUM PROVIDED ATTAINING MINIMUM OF AGGREGATE ON PPE. I J. EDGEDRAINS N GORE AREAS 2. WHEN THE LONGITUDINALDIRECTLY S P�C�TATTSDS�STRE�(DROP Speed Limit (mph) r '1 25 30 35 40 45 95 105 115 135 i 1_50 1651 185 205 225 240 270 295 405 450 495 � E 1 50 E,REQUIRED, INLEMA HOL.ECTI, NON -PERFORATED 3. INVERT AT TEND OF TO A MINIMUM OF t -O' 55 iii' 150 165 ! 180 ABOVE INVERT ELEVATION EVATION OFRECEIVNG DRAINAGE DITCHE OR STRUCTURE. FgAO ,-. _660 720 j 4. ALL CONNECTIONS (ELBOWS, WYES, ETC.) W(THNN PAY LIMITS FOR OUTLET PPE i 780 840 - -ZTR Shoulder Taper ='/,, L Minimum AM TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. )11 - COTR� CI SI DEWALK OR 500 550 600 55 SPACE 6. OUTLET PIPES AIE TO BE INSTALLED ON 2X INN.(3X DESIRABLE) GRADE AND PERFORATEDUNPAVED 54_0 600 660 ' 72_0 LOCATED EVERY 35O'MAXIUIII OR AS NOTED ON PLANS. RDRAINPERFORATED 650_ 715 70 OUTLET PPE TO SECURELY CONNECTED TO EW -12 OR OTHER ORANAGE � ENCH WITHB. GREGATE TMA REQUIREMENT SEE NOTE 8 STRUCTURE. G01 �, .J 1 gPIPIDEERDRAIN 7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE. NON -PERFORATED PPE SHALL BE CD ~ UTILIZED N LEU OF PERFORATED PPE. O 0 MAINLINE ROADWAY W Q= B. THE LENGTH OF PPE BETWEEN THE WYE CONNECTION AND THE EW -12 SHALL BE STD. CURB �Llj Z LIMITED TO NO MORE THAN r-0" TO PERMIT CAMERA INSPECTION OF TNN: MAIN LIE i GUTTER UNDERDRAN BETWEEN THE LIMITS OF �WILL ST'D. CURB N EITHER DIRECTION. LL.W COMMERCIAL. ENTRANCE CURB RETURNS ti GUTTER BE NON PERFORATED PIPE. 9. N SITUAT06 WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT MA AND GUTTER, NO. 218 AGGREGATE SHALL BE USED IBE CURB AGUTTER.CURB (-`S (/i NO. 218 AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED OPEN -GRADED Z ry MATERIAL LAYER MD CURB AND GLITTER. J W W SPECIFICATION R,o"`E STANDARD PAVEMENT EDGEDRNAIN ROADAND BRIDGE STANDARDS O I? mull REVISION DATE -EE _ ET:] OF 2 258 rr x 501 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 108.07 WP -2 EDGE OF EXISNG PAVEMENT I 1 (A5 DETERMINED N FIELD) TACK COAT THE PROPOSED CONSTRUCTION JONT EXISTING ASPHMV-7 LAYERS PROPOSED ASPHALT LAYERS EXNSTNG SUBBASE PROPOSED SUBBASE -------- ---- ------TEb "GRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AD REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED WOMNUM i % NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) 7 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 DES04 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 SMALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CDRES MALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANAE. SHALL BE MILLED A MINIMUM DEPTH OF 11�IE INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE.UNLESS WAVED BY 1 5. THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT 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 SMALL CONFORM TO THE REOUIREMENTS OF SECTION 315.05(x) OF THE SPECIFICATIONS EXCEPT THAT ALL JONTS AT TiE-N LOCATIONS $HALL Be TESTED USING A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS, ROW AND BRIDGE STANDARDS SHEET 1 of 1 REVISION DATE 303.02 PAVEMENT WIDENING VIRGINIA DEPARTMENT OF TRANSPORTAT014 REEFERENNCEN 315 August 2011 SEE NOTE 1" a� SEE NOTE 1�;r August 201 I Page 6H-15 Stationary Operation on a Shoulder (Figure TTC-4.0) Speed Limit (mph) r '1 25 30 35 40 45 95 105 115 135 i 1_50 1651 185 205 225 240 270 295 405 450 495 � E 1 50 450 500 550 i 600 55 iii' 150 165 ! 180 t-� 35 FgAO ,-. _660 720 j 500'+ i 780 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper ='/,, L Minimum 450 495 540 )11 - 80'- 120' 500 550 600 55 495 ! 550 605 660 t t', 54_0 600 660 ' 72_0 L 1 SHADOW VEHICLE 650_ 715 70 f REQUIRED _78_0 700 770 840 Minimum taper lengths for Limited Access TMA REQUIREMENT SEE NOTE 8 ILLUMINATED FLASHING AMBER (CAUTION MODE) TYPE B OR C SEE NOTE 7 I AL3 - SEE NOTE 6 { CHANNELIZING ----- - - DEVICES SPACING SEE NOTE 6 1: SEE NOTE 2 _._.- W21-5aR SEE NOTE 1 SEE NOTE 2 N ` W21-5bR SEE NOTE 2 £tO�ktN -)!?� W20-1 Shoulder Operation with Minor Encroachment (Figure TTC-5.0) Pagc 6t1-1 80'- 120' SHADOW VEHICLE REQUIRED - TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING LASH NG AMBERCAUTIO ( N MODE) -- SEE NOTE 8 TYPE B OR C -••--- SEE NOTE 7 CHANNELIZING '-• -- DEVICES SPACING SEE NOTE 7 SEE NOTE 2 W21-5bR -- SEE NOTE 2 W20-1 Page f)14-14 August 20 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.0) Standard L For long-term stationary work (more than 3 days) on divided highways having a median vt idcr than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORk AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-SbR)), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed and a RIGHT SHOULDER CLOSET) AHEAD (W21 -514R) sign shall be added to that side, Gjt h/r!m Sign spavin should be 100'4500' lnt I -united Access hi,olmays. For all other roetdllas's, the si n )pacing sho! d be 500'-800' whc e the posted speed limit is greate=r than 45 mph, cruel : 50'-500 ,irctr the post<d sncetl /WWII is 35 milli or less. Option_ 1. The SHOULDER WORK (W•21 51 sit�rtc1n art intersecting oadw, may be omitted s11er_c (irrsc? cnielwnhom that roa !ss 1Y will encounter tnother._<tdrance ssarninys j,,q�rior to this activity area. i, Fnr.tih(rlt d nation operations (it I hour or )tiss. all suns and channehzi y devices may be ,Iiriiivatcd 11 ;i chicle svth rct)r tt�d hi_--ti-intensity a� Tber rot�tin� tlathine. clsciltatin� , cr strc he l tti Iti utied_ Standard: 5. Vehicle hazard warning signals shall not he used instead of the vehicle's high-intensity amber rotating, flashing, oscillating, or strobe lights. Vehicle hazard warning signals can be used to supplement high-intensity amber rotating flashing. oscillating, or strobe lights. 6. Taper length (L) and channelizing device Spacing shall be at the following: Taper Length (L) Speed Limit (mph) - Lane Width (Feet) 9 -10-- -11 12 '1 25 30 35 40 45 95 105 115 135 i 1_50 1651 185 205 225 240 270 295 405 450 495 125 180 245 320 540 1 50 450 500 550 i 600 55 495 550605 150 165 ! 180 t-� 35 540 • 600 660 _660 720 _____60 65 70 585 650 1 715 630 700 ' 770 i 780 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper ='/,, L Minimum Channelizing Device Spacing Location Speed Limit (mph) �J 0-35 36-F Transition Spacing 20' 40' Travelway Spacing 40' 80' Construction Access' 80' 120' Spacing may be increased to this distance, but shall not exceed one access per'/. mile On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shalt be used t0 close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. The buffer space length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. ti. A shadow vehicle shall be used whenever a person is required to operate equipment mounted on or in the work vehicle such as buckets, augers, post drivers, etc. For work operations on tlTc shoulder with a duration greater than 1 hour svhere workers are present, a shadow vehicle shalt be used. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 4 rrlph. 9. When a side toad intersects the highway within the temporary traffic control zone, addiiionat traffic control devices shall be placed as needed. I'e�•( 611-16 August "I! I Typical Traffic Control Shoulder Operation with Alinor Encroachinertt (Figure 'FFC-5.0) NOTI�� Standard 1. On divided highways having a median wider than H', right and left sign assemblies shall be required. See Note 1, "CTC -4 for addition sign information. (;tcirlulicc _. Sign spewwg should be, 1300'4500' for Limited ,Access hrghwats. For a/1 other ro(uht is, the sigii rpucing should he 5(70'-800' where the pasted speed omit is greater than 45 mpli, and 350'-500' where the paved speed ffinit is 15 mph or less. 3, When •: tiK(s tip part Fa lane Ota l;f1clu o roadway: vehicular traffic volunies, ;chicle• mic speed and c apacit) should he unuly; ed to deiermbir, whether the ctffi cted lune shoidd be c lorsed. b'nle.c the lane elu•roachrnent anafvsis permits a r•eniaming lane svidth of 10 jiet, the burr should be ch?sed. 1/ the closure opercilioii is cm Q Limited Ac(ess highway, the mininimn lane width is I/ feet. ( )ti(:rn 4 The ROAN) WORK AFIFA_D LN't'2t)-j) , on im intersecting roadway may be omitted sr.here chis_t_I.ti m r< n frgm th Lt,tc�adTq iy ,yill �nc0ut3tei another advance warning sign prior to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high- intensity amber rotating, flashing, oscillating, or strobe light shall be parked 80' - 120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high-intensity amber rotating, flashing, oscillating, or strobe lights. Vehicle hazard warning signals can be used to supplement high-intensity amber rotating, flashing, oscillating, or strobe lights, 7. 'raper length (L) and channelizing device spacing shall be at the following: Taper Length (L) Speed Limit lane Width (Feet) III (mph) 9 ! _ 1011 12 25 95 105 1155 125 30 135 150 165 ! 180 t-� 35 185 1 205 225 245 40 _ I---- 240 1 270 295 320 45 I 405 450 495 540 50 450 500 550 600 55 495 ! 550 605 660 - 60 54_0 600 660 ' 72_0 65 585 650_ 715 70 630 _78_0 700 770 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper = Y3 LIF Minimum Channelizing Device Spacing_5 Location Speed Limit (mph) 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40 80' Construction Access' $0' 120' ' Spacing may be increased to this distance, but shall not exceed one access per V4 miles On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 8. The buffer space length shalt be as shown in Table 6I4-3 on Page 6H-5 for the posted speed limit. 9. A truck -mounted attenuator (TMA) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. O Q N Q to O O O n N Z ~ J 'Q Y 7 H" Z Q V) Z tnWU0 0 of Jn'>U =U _D Z W LL W w = O = U r- 0 4 ~ LII I- c � c rr W 1' O F-- I-- O JQ N "m Z NM W =I Z LLJZ ZE LU O � O r/� W t0 w O W /"\ O � O U O U O ULLJ ~ CL U LIj D Q M N Q) � U Q LZLI LU +� O tY. tl 0 •0 Q Q G01 �, O Q N Q to O O O n N Z ~ J 'Q Y 7 H" Z Q V) Z tnWU0 0 of Jn'>U =U _D Z W LL W w = O = U r- 0 4 ~ LII I- c � c ■ U rr W 1' p JN O TGP O JQ N "m Z NM W =I Z I Q o^ U) > F J r/� W t0 w O W /"\ O V) KV to N M N Lj N to •3 LIj D Q M N Q) � Z Q Z U W +� O tY. tl 0 •0 ■ U P -L, PLC 1' ■ O TGP 1702005 ■ N 1"=3Q' 11/0$/17 SHEET: 5/19 ■� H O ^ O a) U V) KV to N N to •3 LIj D Q I � N Q) � Q Z cp +� W tY. o 0 •0 Y > LO G01 �, .J 1 w Ld CD ~ 0 O 0 WDf W Q= Q,N� �Llj Z Z U ~ LL.W Q00 (-`S (/i Z ry J W W to O I? mull UL rr x OP y 0 TIM THY PAINTER Li . 018260 'App ©v 60 ��fitr MS'S j ONAL SURVEY: P -L, PLC 1' DRAWN BY: JOB NO. TGP 1702005 SCALE: DATE: 1"=3Q' 11/0$/17 SHEET: 5/19 GENERAL NOTES l CL a CL CONSTRUCTION GENERAL NOTES: � 1. All work and materials shall conform to the current standards of the County of Frederick, 1 Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. l �O I � 1-B 2. Erosion and sediment control installation and maintenance shall conform to the standards and TM 43-A-103 TM 43C - 1-B p NANBODAN TM 43-A-102 TM 43C -1-A x ! specification of the Commonwealth of Virginia and the Count of Frederick, Virginia, where � Z z p g y g PROPERTIES LLC BRADFORD VILLAGE ROY R. MESSICK applicable. ... } p c� ►_ TM 43C-1-DINSTR. N0. APARTMENTS, L.C. DB 259 PG 568 l 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 811 at least two (2) TM 43-A-104 DB 970 PG 359 �' o o a MICHAEL. A. MOORE 050013767 > I o v 0 0 working days prior to commencement of any land disturbing activity. DB 668 PG 1 12 v v w 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the x - X x responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated .test pets. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer of record and/or the Department of Public Works of the County of Frederick, Virginia. / a U0 U0 S 1 07 W 233• _ "- ? . U0 f LIa EX. VEGETATION ! i I I I U 5. All proposed utilities shall be installed underground. - ua�E '� ' (8 R) �. <' EX. VEGETATION -- �` r�.� O 0 {T.B.R, __ L0 LO Ki 6. It shall be the responsibility of the contractor to obtain all permits and pay all applicable fees �...� - �� ~ '`' - _ , r' 0 0 0 that may be necessary for construction prior to commencement of work. An approved set of R construction documents shall be present on the site at all times. ,'' .- rTM - .., _- _ ._ -ROBERT L. SO - ET: r�LS... PROPOSEq� $U60M QT _ i 7. Topographic information was derived based upon U.S.G.S. datum by a field survey performed b 1, .� _ AREA: 92.756 Sq. Ft. (2.1 4 Ac.) _'R.: "G""E �`� y 1 ZZ the Survey Division of Painter -Lewis, P.L.C. on May, 2017 exclusively for the site development of .' I this project. A one foot (1') contour interval was established for this project. Please confirm the , > f R. sU--------- V (T•e•R• (--- vertical elevation benchmark information with the surveyor prior to commencement of the t ; V) J a stake -out of this project. r 8. No Geotechnical report has been prepared for this project. O (/j Z W o 9. All radii designations indicate centerline of the trail, face of curb, edge of pavement, or edge of stone pavement, where applicable. - >�/'� --- _J ... {rte! ��� �I VI 10. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. ! I �> h1 O O of Q t �` L_ i W (/1 I � Z l UTILITY COMPANIES: Q Verizon (540) 665-3153 �- W Z J Of Shenandoah Valley Elec. Coop. (540) 450-0111 Z Q Q Washington Gas Company (540) 869-11111- 2 ofWater and Sewer Frederick Water 540 868-1061 ' r' x"69181 H Z U W ( ) ( ) `\ ' .. `_--• ';� 21' RCP INV IN- 684.61' Q - - -v Ra+,Nv Our- sa4,so' 11. Where plans call for matching existing concrete or pavement, the Contractor shall provide a Z cut joint or asphalt overlay as required to provide a smooth transition. ,, - -- - �,. -- ® -`>� , �A I j w Q - Z 12. All property corner markers disturbed or otherwise obscured by construction are to be , �I X Q hAreplaced and verified by a certified land surveyor at the Contractors expense. r 13. Pavement construction and material items called for on the plans refer to V.D.O.T. standards ®: 1 and specifications. `�. %� � � � F ® Q 14. All Fire lanes shall be delineated as directed by the County of Frederick Fire Marshal. 1 1 , (� • N 15. The Contractor shall obtain permission from adjoining property owners prior to conducting any , ' 1 / o i \ IM t; `'1 ! J N off-site construction activities. �_ J ! N ,� __ _ - ;� ;l O ,;E � � I: � Ir � I rfl TM 43-A-99 : _ `� _ ! I jZ ' • {� ,•' ( TM `�3-A-100F J Q O 16. The Contractor shall obtain a Land Disturbance Permit from the Department of Public Works ROBERT C. SOLENBER�ER, W - I ' - l s i ;' ! RUTHERFORD FARM, �'m Z N 00 of the County of Frederick, Virginia prior to initiating any site work. ET. ALS. _ ___ - ir;. " LLC INSTR. NO. 040017164 ° z I N§TR. NO. J Z 17. All exterior lights shall match the type and details as specified on these plans and approved - f ; -�_ __I 1 0 0005730 Q 5 by the County of Frederick, Virginia. The lighting shall be positioned to project downward to J preclude direct illumination off site. 18. Add topsoil adjacent to the curbing and sidewalks, as necessary, to account for soil W O settlement. i N 1 mNW� 19. Provide a separation of at least three feet from any site feature more than six inches above ' I I N or below the elevation of the closest point in any parking area. r. PR. 000NUkW SM: m Z o r.. -. .. - 20. Provide traffic controls during construction activities in the public rights-of-way. Installation shall be in accordance with the V.D.O.T. and the County of Frederick, Virginia specifications. ' ' v II;° u-' k ' � i 21. Provide as -built drawings for all improvements as required by the County of Frederick, F PR. PR• GAS # r , MElER - --- --- -- - D Virginia. Coordinate the scope and format of the as-builts with the Department of Public Works prior to beginning construction. - �\ - PR. uc ! 22. Construction of this project may not begin until plans have been approved and a ' W U - i A ` ..J pre -construction meeting has been held with the Department of Public Works of Frederick County, � � � ,1 �-- �1, a Virginia. d w w-µe►�w w w w w w w www www w w w-r� -- N E _ d1 ! O O O 35' SETBACK _.:1 � �>g' _�--- � -- ----_.xx5`�f7F�l:L:% � T MUM n � � t^ � U - to 21.(NUJ t(•) �a _ � 1s, RCP evv w= sszrs' r I I 3 N N Ex 2498=18=lRfP O 4.I8>r So" ` ROP NVV OUT- 681.66' L1 I _ ( RMOW 8.40' !or M UAE CF L ST - - Q (O ® EX. tds8=18`• ACP O �481C • ` .4; 6axf i nam ss91e• r: --- �- _ ro gar �v- c=s' - s rscP ° I 15'RCP NV OUr- MIX � Z � C_ r ' Ez 1 9.04 -30 0 ROP 0 135T 9gpe 0 RO LLJ Q � : � 30 i 3 �-••-` � Q Y i s > LO Lo LLJ/LJ Ex. a-.� c=s' --•-- � DISTANCE TO MILTON RAY DRIVE: 167.6' MP=6W.6r "` - " E E -w R°, IX' = N '� _ - DISTANCE TO MERCHANT STREET: 497.2 U U) p 0 r - Js' RCP NV IN = 67168 �srav rte. DISTANCE TO THE END OF THE CUL-DE-SAC: 627.3' as'RcrlNvour-67868 �R 3--- "- s - - - -- `� S ___- -^ -� LU ¢ _ r E _ c2Q&00 Js 0 RCP o 0 ' { 9.. _ l_- 7EZ W4iEx. IGH DISTANC R QUI O U o � 6921.48 6 � . I SIGHT DISTANCE PROVIDED: g � U � ~ � w i !r 18' _ T Al Rcp_VY-A 682 __-- UIRED 340 ® o '` a SEEN TE .s. acPWV 00""680.79 Z I� 4 O 3 ABOVE S R 4' ... DISTANCE REQ • 627' + �� VA. STATE ROUTE 1621 our= ssa4o pp 51 s.JGtiTH-T_.DI5TA CE PROVIDED: 1' _. __ - - - - - Ex. WO0=36 % RCP ~-, N a-. I PR AE7XAN 4► /� I O " F PR rMmrw o arox 91 pe CL 1 SPEED LIMN: ,25 MPH .. J a„ Z) ............... _ .:� -� - PR.'cis 1 TOP= 690.20 - LL U W TO 688 22`' , - - - - _ - - - - - - - 36" INV IN 678.84 36" INV IN= 679.62 �83"x53" INV IN= 678.60 / 36" INV OUT=679.62 83"x53" INV OUT -678.60 Ex. 22.00'-83"x M TM 43 -A -100A �H �� L f RCEP 0 0.509 83"x53.I� I ai NY=678.5 / ,. LOWES HOME CENTERS a INC. END CONC. _..�I �r 46 EX. 45.85 -83 x53" I . L a INSTR. N0. �' TIM IcTHY n. 018260 ER ® -® .off 070001 1910 FLUME '�' f1r� �. ' w INV= 678.49 �'CFp S� - ---- 0,�8$ x63 +3 I n v--� ® TOP= 687.20 04.1 36" INV IN= 679.00 I ®TOP=L688.09 83"x53" INV IN- 678.89 `SjONAL ` I 83"x516" INV IN= 678.73 83"x53" INV OUT -678.83 83"x53" INV OUT= 678.73 0- SURVEY: Ce. M P -L, PLC 1' a N DRAWN BY: JOB NO.: =0 I � TGP 1702005 a o =' SCALE: 30 0 30 90 DATE: V) w 1"=30' 11/08/17 o SHEET: Scale 1 " = 30 ft 6/19--1 ,f T g.f a J I.� � r f f ' r ! r 4 t� ( 0. t i r i t � I l � i d/F } I 901 TM 43—A-99 I ROBERT C. SOLENBER'GER ET. ALS. INSTR. NO. 040017164 I I 20 0 20 Scale 1 " = 20 ft PR. CG -6 �— Lac. uuf. y. £X.V"4 ssume (Assumee ST- 3 ' �'�7" W 14� TM 43—A -100F RUTHERFORD FARM, LLC INSTR. NO. 080005730 rb9 C ; P—L, PLC 1' o O -� j -1 Q O O �mZ � 1"=20' 11/08/17 QOQ w w Z Z O W� � O CO N� M O U O U U � � Ljj O ¢ N N 3 O v �W 3 O w n �0ooa DZ Q Q W U U WCO 'E WD' U) W Q = O OO - cn O -_ O U Z U O Z U W W O i �l i I �— Lac. uuf. y. £X.V"4 ssume (Assumee ST- 3 ' �'�7" W 14� TM 43—A -100F RUTHERFORD FARM, LLC INSTR. NO. 080005730 rb9 Q Cn Z Cn C2z n O w CL JV>O 2 wZ ZCrWO iRO a. V) {lIWUW ��=-Ztn OFf ir� w Of J cc H G C ; P—L, PLC 1' o O -� j -1 Q O O �mZ � 1"=20' 11/08/17 QOQ w w Z Z O W� � O CO N� M O U O U U � � Ljj O ¢ N N 3 O v �W 3 O w n �0ooa DZ Q Q Q Cn Z Cn C2z n O w CL JV>O 2 wZ ZCrWO iRO a. V) {lIWUW ��=-Ztn OFf ir� w Of J cc H G V C ; P—L, PLC 1' CV CV O -� j -1 Q O O �mZ � 1"=20' 11/08/17 QOQ 8/19 5: Co Co w W� � O CO N� M O U cn cq U) N U) N m N U � Ljj O ¢ N N 3 O v �W 3 O w n �0ooa V C ; P—L, PLC 1' J O TGP 1702005 ■ N 1"=20' 11/08/17 Q. 8/19 E W� � O CO N� M O U ■� U) N U) N n Lo � Ljj O ¢ N N 3 O W �0ooa J Ld � o W U U WCO 'E WD' U) W Q = O OO - cn O -_ O U Z U O Z U W W n a00 CL TIMTHY PAINTER 9 Lit. 0. 018260 wx . SSjONAL �� SURVEY: C ; P—L, PLC 1' DRAWN BY: JOB NO.: TGP 1702005 SCALE: DATE: 1"=20' 11/08/17 SHEET: 8/19 } CL CL cl- TP 1 TP 38701 TP r —�S 33 1 07 w 233. 1' i , 1 11 j r� o�fo z z LIMITS OF DISTURBANCE TO PS -M U' �. __ TO PS MU / / r '" �� j �1 to TO PS IP I— I� I�I O FW-- F— I I N N / TO PS MU� 1 I ! 0 PS M U E I I� N o j zI— r / { 1 m IP 1 1� w '�I Q� LLJ U TO PS M i P — — m ti �� — �\ 1 I a�{zWZ �(n SPRINGHILL SURES BY MARRIOTT ! J GEN 45 PROTOTYPE HO ' U) �, ( { { I J o FOUR STORIES. 96 ROOMS' I Y I' — V Z . AREA: 15.890.51 Sq. Ft. (Foote nt) ! _ J Q O HEIGHT: 50'-8■ ! y Zc1f W 0 U) F.F. - 692.00 TO PS Mu f — I— Z � It= RE VE THE EXISTING TOPSOIL STO KPILE i _ t as AND TORE IT IN THE LOCATION S OWN I rn ! l I ! LL TO PS ! MU J I THE TO SOIL FROM LS TE AND STO E ITOT FULLY EXC INr ` ill z 1 LLI THE SAM LOCATION FOR FUTURE SE. C) U REMOVAL OF THE EXISTING TOPSOIL STOCKPILE SHALL BE STORED IN - ""' -, Z THIS APPROXIMATE LOCATION ON THIS LOT, OR AS DIRECTED BY THE 1 _ T,0 ` PS M U h, W OWNER'S REPRESENTATIVE. THE EXCAVATED TOPSOIL FROM HOTEL SITE n� r -- y '' rn 1 %I AS WELL, FOR FUTURE USE. STABILIZE THE t° +1, xir W SHALL BE STORED HERE, _ � STOCKPILE, AS NEEDED, BOTH TEMPORARILY AND PERMANENTLY AFTER DISTURBANCE FOR THE REUSE OF THE REQUIRED TOPSOIL MATERIAL /, 969-f O IP { I _j Q VI ON THE HOTEL SITE. THE PILE SHALL BE GRADED APPROPRIATELY TO PROMOTE POSITIVE DRAINAGE AND PERMANENT STABILIZATION. y /��J� {■.'� / r .% a. t ;, t _;'j , 4 Is, I GG O W W W' W y W W W W W W W W W W to /4jo V' W W W W W W W y W � 0W W W / I �1 l �i � II " LIMITS`` OF DISTURBANCE / / 10 S �VI U { 1 I W W W W W W .2. W W W W y •L W W W W W W W W W W __....,.. _ — ,:. f � -- Z O 2 Co W W W W W W '�' w W ti W W y W W W y W W W W W W \� ( J t . 1\ �"' `• s 1 � _ ■ OPSOI` W W W W y y W W W WI MIN Z W W y W W W W W y W W ' _ STOCKPILE LIMITS OF DtSTURB�NCE�� j \ '� TO PS MU y y W WY W ;V W y W W W W y W W W W W W W W W OL ` `\ ' [a�/�' W W W ! I I t ,V y , a �_ �/ SF W y y W W W d J y W W W W W W W W y W SF F I I " W W W W W W .✓ W W W W W W W W W W W O W y y W W W i W yTS PS MU y W W y W W y W Y '\ ! 0 W v `�\ % } O ,* I y W W �✓ `�' y W W W W W W W W W W W W y W f 1 mss.. , � , � 1 _ �'• TO PS MU - �, .' ��z I ?l li c�i '^- W y y .. w 4• W W W W y y y y W W W W W W W y i — { `\ •,,1` `..-.. ._ __ ' __ /J , 'I I� IP 1 m N W .� _4459-- ,/ / fjr 11 I— N U Z { w ------------------ _J O `97 ,{it fY 1 ' 111!111- LI ITS'-STU R BAN C E �L UJ E O i – _ I r lil •, N � i � � NLo N �_ -- �Q Q Z +- 0._, 1 1 CO Z �� � — — — — — — — ! C�� Of O p v jj I Q EROSION & SEDIMENT CONTROL KEY / ` c 4- 3.02 TEMPORARY STONE 0°0°0°0°0o0°0o000 CONSTRUCTION {iE 0000000000000000 Movovowovoowoo�oo ENTRANCE oo 3.05 SILT FENCE SF X X _x_x 3.07 STORM DRAIN IF' INLET PROTECTION 3.30 TOPSOILING aTo,,. 3.32 PERMANENT SEEDING PS P5 �- 3.35 MULCHING MU 3.38 TREE PRESERVATION �P ` and PROTECTION ��.E 0 Iuj o ? TO PS M U IP I', .y, '�`�. �.■.' z,0 E f ' TO PS MU N '- w 00 F I IIf r; SF IX O_. 0.,000OaOG 0 0 0 4 to 000000oo yr { / 9! I. i ISI I 20 0 20 60 O 0 00 9 00 oOOo ° ! ico?0000° o l I I� (!7 x,POo 00004 i ;1 I `wTO PS MU��°000 , ' Scale 1 = 20 ft w � I '� � z ' 35' SETBACK _ _ ' 35' SETBACK � II Z Z -- - - .w - IT 14 opr TO FS UTO P U --=a r �� �I -. If - _ ... , �•-. _ ___.- ...� ._.,_ oa 9. ,..__. � _ _w_ _ ._.._ ,.,..-�:,..,�• ,i «9_- t69--.. HY PAINTER , . ISI! . _ — — — f _._ Lic °°000�°o°i. � _ . _. X � + . 018260 opo°�,. — — — — '� TCS` PS MU LIMITS OF DISTURBANCE SF o0 00 oo°Oo ; �. 'Z IMIT 0 Aid 3U 44 lu all �'���c�� 0 0 0 0 -- F -S SF \\ © 5 U/ \ 0 0 0 0, 7PR. ... ° _ _ __ -.' PR. CG -8 (yP•� - -`��'I ONAL --- __ SPR ..._ - -II— 04 , UD4 t°` LIMITS OF ssum~ _ • i SURVEY: C I Ex.-•D6�ssume (Assumed' DISTURBANCE P L PLC 1 — 84 I .-•~ _... -' y- .. � ....... x,,•9... .. DRAWN BY: JOB N0.• TGP 1702005 SCALE: DATE:� _ - 1 "-20' 11/08/17 I % - . - SHEET: FR. MEDIAN +� „eo` I I �' PR MEDIAN PR. OG -72 PR �.I /19 / F� GCZ 2 EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 2. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. 3. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. 4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The development of this site consists of the construction of a 96 room, four story hotel with indoor pool and related on-site parking facility and service utilities. The site development will include the construction of the hotel, the 104 space parking facility, detached dumpster site, and related service utilities. The work shall include layout of the building and the parking facility, grading, extension of the water main for fire protection, service utilities, site lighting, and landscaping enhancements. 2. Existing Conditions: This project consists of an approximately 2.13 acre site that will be developed into a hotel use. The lot is vacant and generally open. The parcel was previously disturbed to construct the Market Street roadway in the front of the parcel and the extension of the storm sewer system, that serves the Rutherford Crossing commercial topsoil has been complex, to this site. A large stockpile of deposited on this site t p from the :previous development. It has been stablized with grass, but will be completely removed as part of this development. This parcel is part of the Rutherford Crossing development and access to the site will be provided by the Market Street roadway. Water, sanitary sewer, storm sewer, and all service utilities currently serve this site or can be easily extended for service to this site. These extensions shall be part of the proposed development of this site. 3. Adjacent Areas: The site is bounded on north by an undeveloped lot which is part of the Rutherford Crossing development. The southern and western boundaries are also surrounded by individual parcels of Rutherford Crossing. The western boundary is coincident with the Market Street right-of-way and further to the west of the fully developed Lowes site. The parcel of the south is currently vacant but has been partially developed with utilities and a partial roadway connection. The eastern property line is surrounded by older residential uses that front onto the U.S. Route 11 roadway right-of-way. Em&Y•11 The soils map of Frederick County indicates the following soil types exist within this project area. On-site soils have been disturbed previously by the development of the existing Office and Warehouse Facility, 5B: Carbo silt loom: (2%-7% slopes). Hydrologic soil group C, Class 111 Soils. (Approx. 12% of this site) 6C: Carbo-Ooklet silt looms, very rocky: (2%-15% slopes). Hydrologic soil group C, Class III Soils. (Approx. 85% of this site) 7C: Carbo -Oa klet- Rock outcrop complex: (2%-15% slopes). Hydrologic soil group C, Class 111 Soils. (Approx. 3% of this site) 5. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries. b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, the silt traps, or a combination of such measures, as indicated on the plans. f. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 6. Critical Areas: None The existing storm sewer pipe extension must be protected during the construction process, but can be easily maintained with standard measures. 7. Construction Sequencing: PHASE I: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection controls around the existing vegetation along the adjacent property boundaries. b. Construction of the construction entrance using the existing paved driveways. c. Installation of the silt fence along the adjacent property lines, as indicated on the plans. PHASE 11: 3. Site Construction Sequencing: a. Removal and off-site disposal of the existing topsoil stockpile and excavation and stockpiling of the on-site topsoil material, as needed. b. Rough grading of site to the appropriate finish and subgrade elevations, as indicated on these plans. c. Building construction. d. Installation of the proposed utilities. e. Installation of the inlet protection measures. - Phase 11 Controls. e. Curb and gutter installation. f. Finish grading of site. g. Stabilization of all lown and slope areas. h. Installation of subbase and base course materials and paver systems. i. Restoration and stabilization of unpaved areas. j. Final paving. k. Removal of all temporary erosion and sediment control measures, as directed by the inspector. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shallb maintained so as to control the amount of soil e materials that may get caught on the existing pavement. If the pavement becomes too soiled with soil, mud, and debris that it will not prevent tracking onto the right-of-way, then it shall be cleaned and/or washed, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The inlet protection devices and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. 9. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. The limits of construction are as specified on these plans. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized. b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the limits of clearing and grading shall remain in place and be protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. g. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site grading and construction is to be done with the property owner's consent. h. Cut and fill slopes shall be graded at a maximum of 3 horizontal to 1 vertical unless otherwise indicated on these plans. 3.02 A 20'w by 70'1 temporary stone construction entrance will be constructed at the western access entrance to this site. The entrance shall be maintained in a condition which will prevent tracking or flow of soil or mud onto the public rights-of-way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone, as conditions demand, and repair or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed in selected locations downstream from the construction areas as a first measure of construction. Silt fence will be installed around the downstream side of topsoil stockpiles. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced immediately. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.07 A gravel and wire mesh drop inlet sediment filter will be installed around each of the existing storm water drop inlets. The structures shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.30 All disturbed areas that are indicated to be landscaped, sodded, or seeded, shall be cover a 6" (minimum) layer of topsoil to enhance the stabilization process. the topsoil shall be reused from the topsoil stockpile or brought into the site from an approved off-site source. The topsoil shall be generally clean with minimal debris, rocks, unsuitable soils, etc. and shall be placed to provide a minimum depth of 6". Allowances for settlement must be made to ensure that the final grades meet the proposed finish grades, as indicated on these plans. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for clearing is early Fall 2017. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. 3.38 All trees that are designated to be protected shall be marked and saved accordingly. The fencing selected shall be properly installed to promote the protection of the tree. The tree protective fencing shall be inspected, as needed, and after each significant rainfall event. All necessary repairs will be made as required. Temporary Seeding: SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegrass, 50 ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 Feb 16 - Apr 30: Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 or May 1 - Aug 31: German Millet 50 Ib/ac 98 85 Permanent Stabilization: The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles 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 soil intentionally transported from the project site. No soil testing is required. The contractor shall establish vegetation on all areas not otherwise stabilized according to the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone (140lb/1000sf) SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass - (season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 Feb 16 - Apr 30: Annual ryegross 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 May 1 - Aug 31 German Millet 12 Ib/ac 98 85 1992 3.02 TEMPORARY STONE STONE CONSTRUCTION ENTRANCE 0o000000000o00000 J'N 78 NIlN EXISTING (,'E i t PAVEMENT A0�1FILTER ENTRANCE I WITH WITH � GRATE 3.05 SILT FENCE CLOTH pOUNTABLE BERM 7'0 (OPEIt7NA1 i X X X 3.07 SIDE ELEVATION �P EXISTING GROUND INLET PROTECTION M N:W W SIN. � LiASNRACK 10' MIN. N U < (OPTIONAL) 3 N L- 3.30 to, MIN 'T0 TO I 12' KIND ^ EXISTING W"^,.S O 00 i 3.32 PERMANENT SEEDING I PS 3.35 L VpoT i7 R� POSITIVE DRAINAGE tIN ( I. MU COURSE AGGREGATE TO SEDIMENT j H 0_ w s= a.N- TRAPPING DEvTCE ._...1� 3.38 TREE PRESERVATION I . MUST EXTEND FULL WOTH Z OF INGRESS AND EGRESS PLAN VIEW �LG_w OPERATION .�� 0� ,2. WN. a00 i MIN. CL I s Mt1(. I FILTER CLOTH SECTION A -A i 6•-r Source: N.0 bion aad Sediment control IREINFORCED CEINERE LE DRAIN SPACE III -35 SECTION B -B Source: Adapted from 19,83 Marvlansj,StaWards for Soil Plate 3.02-1 Erosion and Sediment ContraL and Va. DSWC CE III -9 1992 3.07 TEMPORARY STONE i P SILT FENCE DROP INLET 0o000000000o00000 J'N PROTECTION (,'E i t 2 X 4• VDOD FRANC GRATE ENTRANCE I WITH WITH � GRATE 3.05 SILT FENCE 1.Y MAX-- FRAME X X X 3.07 STORM DRAIN �P =4-� INLET PROTECTION M N:W 3' MIN. N U OQ I ( I GATHER 3 N L- 3.30 ATCORNERS -� -� 'T0 TO PERSPECTIVE VIEWS W"^,.S O 00 STAKE 3.32 PERMANENT SEEDING P$ PS 3.35 FABRIC MV MU 1' MDI ' IIHI dd � 0_ w s= a.N- ELEVATION OF STAKE AND ` 3.38 TREE PRESERVATION FABRIC ORIENTATION DETAIL A Z SPECIFIC APPLICATION �LG_w THIS METHOD OF INLET PROTF=ION IS APPLICABLE WHERE. THE 0� INLET DRAINS A REIATMUY FLAT AREA (SLOPE NO GREATER a00 THAN 5%) WHERE THE INLET SHEER OR OVERLAND FLOWS (NOT CL EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL, NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. Source: N.0 bion aad Sediment control fkWiny and Daign Manual 1988 Plate 3.07-1 III -35 EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT STEEL OR WOOD POST /-�- FLO,W FLOV O 10 FT MAX. SPACING WITH IRE SUPPORT FENCE 0_ PONDING HT. PONDING HT. STEEL OR WIRE & FILTER FABRIC " POST / ATTACH SECURELY 36 36" HIGH MAX r/ TO UPSTREAM SIDE OF POST. RUNOFF (RECOMMENDED) STORAGE HT. ` 12" MIN. 12" MIN., 4x6 TRENCH WITH COMPACTED GRAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 18" MIN. .- / GRAVEL f (12" MIN.)GRAVEL r BACKFILL DROP INLET NOTES: 1 1 1 1 1. THIS METHOD OF INLET PROTECTION SHALL IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. 2. GRAVEL SHALL BE VDOT #3, ►357, OR #5 COARSE AGGREGATE. (BGRAVEL AND WIRE MESH DROP INLET SEDIMENT BARRIER EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE P -L, PLC 0o000000000o00000 J'N CONSTRUCTION (,'E 00000000000000000 N02020202020?0_o?0 .MJ <t ENTRANCE 1"=20' 0 3.05 SILT FENCE $F X X X 3.07 STORM DRAIN �P =4-� INLET PROTECTION M N:W to N U OQ M 3 N L- 3.30 TOPSOILING 'T0 TO W W"^,.S O 00 0 3.32 PERMANENT SEEDING P$ PS 3.35 MULCHING MV MU WQ= 0_ w s= a.N- o 3.38 TREE PRESERVATION Z and PROTECTION �LG_w w J n1NI"IZ H 0 Q Cn Ix wZ� Z "QOJ CnCn Z V <C �OXZ� J U > W ZXWLJ Ld (nLd = Z ~ Z Q ir , O - Z Q X x 2Z X V) Q 0 V_ C. I.: P -L, PLC 1' J'N O _! 0 .MJ <t O 1"=20' 04 00 `Z ^ V � <C0ce I, U > p„J to w(D 03w^ =4-� q. M N:W to N U OQ M 3 N L- Z QZ �+j ■ C. I.: P -L, PLC 1' .I O TGP 1702005 ■ N 1"=20' 11/08/17 aw � O C'4E CnU) N N u to _ OQ I 1 N N EO 3 N L- QZ �+j W W"^,.S O 00 0 w ��@ cc0 Ld U WQ= 0_ w s= a.N- o Z UZ �LG_w 0� a00 CL lir 41�A'TH OF U TIMHY PAINTER LIC. 018260 G `�sIONAL �� SURVEY: C. I.: P -L, PLC 1' DRAWN BY: JOB NO. TGP 1702005 SCALE: DATE: 1"=20' 11/08/17 SHEET: 10/19 I I I I TOP = 690.30 WATER DEMANDS AND USAGE CALCULATION: 15"0 RCP INV OUT= 686.30 Proposed. Development: 96 Room, Four Story Hotel: i Proposed Water Demands: 1. 96 Rooms, 2 Persons per Room (Avg.): Usage: 96 rooms x 2 persons (Avg.) x 65 gpd/person = 12.480 gpd Ex. 90 Room Hotel (Comparison): Actual Usage = 10,900 gpd Total Usage: (Use 2 Person per Room (Avg.)): = 12,480 gpd (8.67 gpm) FREDERICK WATER DI 12 CONSTRUCTION NOTES A4 TOP = 690.20 15"0 RCP INV IN = 685.75 ¢ 1. The Authority's Water and Sewer Standards and Specifications are available at 18"0 RCP INV OUT= 685.50 www.frederickwater.com. 2. The contractor shall adhere to the Authority's standards and specifications in effect at the time of construction. 3. The contractor shall coordinate with and arrange for inspection by the Authority. 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. I 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. The Authority shall furnish all needed material and make the tap. An Application for Wet Tap shall be ' submitted and the initial fee paid before the tap is made. 6. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 7. The Authority's maintenance division shall furnish and install all water meters though 2 inch 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 be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 8. For services that connect to existing lines: a. The Authority shall furnish and install: 1. all %"x1'4", -4", 1", 1Y2" and 2" water services. 2. all sewer services. b. The owner/developer shall: 1. coordinate (or have the contractor coordinate) the location of the service lateral with the Authority's engineering assistant. 2. submit an Application for Service and pay the required fees. 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 10. All fire lines must have backflow prevention assembly (detector double check valve of RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 11. The Authority shall review the mechanical plan(s) for design and material approval of a building's: O� a. domestic water meter and its backflow prevention device, and/or its b. fire service line's backflow prevention device.06 O PR. DI -3B, L=6' 0 12. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to TOP = 690.80 M Operate and a copy of the station's DEQ approved 0&M manual. These documents must be 15"0 RCP INV IN = 684.15 received before substantial completion is issued and water meters released. 18"0 RCP INV OUT= 683.90 3 NOTES: FREDERICK WATER 1. SEE THIS SHEET FOR A LAYOUT OF THE PROPOSED EASEMENT PLANS, IF APPLICABLE. 00 2. THE DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED TM 43-A-99 WITHIN THE BUILDINGS. THIS ASSEMBLY SHALL BE CONSTRUCTED WITH 4"0 PIPING. THE �. CONTRACTOR SHALL MAKE A 4"0 CONNECTION AND EXTEND THE 4"o DIP, CL. 52 PIPING INTO ROBERT C. SOLENBERGER, • BUILDING TO SERVICE THE DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY. ET. ALS. 3. THE CONTRACTOR SHALL EXCAVATE TEST PITS OVER THE EXISTING F.C.S.A. LINES, AS Z REQUIRED BY THE SITE INSPECTOR. INSTR. NO. 0400171 64 4. THE CONTRACTOR SHALL ADJUST THE EXISTING F.C.S.A. FACILITIES TO MEET THE PROPOSED FINISH GRADES, AS REQUIRED BY THE SITE INSPECTOR. 5. A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET (5') SHALL BE MAINTAINED BETWEEN FREDERICK WATER LINES AND ALL OTHER UTILITIES, STRUCTURES, ETC. 6. ALL TREES AND SHRUBS SHALL BE INSTALLED OUTSIDE OF THE FREDERICK WATER UTILITY EASEMENTS, EXCEPT AS MAY BE PERMITTED BY THE AUTHORITY. I I PR. 8"0 CAP FLUSHING Assy. OPR. DI -313, L=10' w - TOP = 689.50 %1�4 Nhh, PR. 6"0 GV PR. 45' BEN" /' i PR. 45' #BEND I PR. 8xd N a 0 J Z U F # M V) N W WU N w o iBZw ® w a ao a Imo_ z Q Lq J o N Y U t w C, a U U a c) W U w o � 0 w w w � � � w U` - 00 N o N U N N 1'a 0 0 0 CL 0 �0 Q_ N X �� o00N VN X X PR. 20'-6"0 D.I.P., CL. 52 FIRE LINE - EXTENSION S 3 GEN 4.5 FOU S L- 15.891 .F. 1 8 PVC INV PE. 82.0'-8"0 PVC IN = 686.44 ® 2.08% Slope w U ' k:3)/J PR. 8'0 GV & Box a PR. 8x8x6 TEE -M -w, -M --w P PVC /NV PR. 6"0 PR. 43'-6 O G ` GV & Box FIRE LINE S PR. 8x x6 TEE I PR. F.H. R. 6"0 PR. 2"0 GV & Box WM & VAULT !NV i.64 PR. 45' BEND PR. 8x8x8 TEE w w w - PR. (3) 8"0 & Box 4" BACKFLOW TEM ASSY. N N BY MARRIC VE HOTEL if 1300 Ft -so 21 0 1 I �- `=' i�,_0 �' a aE I_f GGw t r LO v z z cz). I roG O N N ►�- i ii Ill U LO to IEI30' SAN &t WATERLINE ESSMT, N Z !NSTR. } +. 08005730 10" PVC INV N- 687, 8 I I I f Q _ji j I (n . • QZ ,1 0wo II I W g CL M PR 20 SAN. SEW. ESMT. ( I EX. SAN. SEW. AW ~ Z 'o -- -- TOP= 692.81' Z co z I I I� I 8" !NV IN= 680. 9' � > PR. 120.00'-6"0 PVC, SDR -26 SAN. + 8" INV OUT= 6 .96' ? SEW. LATERAL 0 2.08% Sloe PR, C.O. I 0 �_ 0 R. C. PRIVATE SERVICE FROM NPUBLIC SERVICE i •J V ; ESMT. LINE TO BUILDING) 0 ESMT. LINE Ex. 18.76'-8" P�C SAN. SEW. MAIN ®0.9t% Slope = g j EX. SAN. SEW. MI4 I I TOP= 693.42' Z Ld (n I I 8" #(V IN= 680.79' 0 Lj 0" PV IN I 8" 111V OUT= 680.7j' �.L (n - PR. 6"0 LATERAL INV IN=681.46 Q_ W N= 6 .32 oII I I i (CORE DRILLING OF THE MH & RESHAPING OF cn L = J THE I FLOW LINE SHALL BE DONE BY THE W V a a ° I CONTRACTOR.) _ I �Z� 1 I ( I I Ex. MH -1 ( 0 0 ® I TOP=69281 ( - w in _O 4 21 " RCP /NV #= 684.61' I_ N 0 B¢ PR. DI -36, L=10' ! �1I i 3t�" RCP INV UT= 684.50' w (n TOP = 689.80 1 I J > 15"0 RCP INV OUT=685.80 B¢ j W I ►- Q o_ o.. O y I I �- 20` SAN. L ;,;;T. INSTR. NO. 'o3005730 CL � I o N c'�o� k I i JpC4 t� i do W .Q 0 \ ®;- ! 1 I 'M Z N fl0 03 LnII _ iI Of cn I' j ` >20' WATERLINE ESMT. Ia- � to PR. DI 38, L=6 o II i CB3 TOP = 689.90 m �';' N !NSTR. N0. 0800>73'; a J 15"0 RCP INV IN 85.25- • II L/��, -- 18"0 RCP INV OUT= 6$5.00 � o \ 0 W ��z I I1 TM 3 -A -100F Z N UTHE FORD FARM, Lo mN_... PR. F.H. ssy. I PR. 8.60'-6"0 j LLC m U CL 52 DIP o I » \ 10"�Vc NIS III IN TR. NO. Z PR. 6"0 IILI685. 71 + j GV & Box I I 0 CL 0005730 w - -8"x6" Reducer R 8"0 i I II N O #45' BENE ; ' I I » fir• ® , �� - � i I } j ` N d j Iw r. t q N i d -0) Itu STORM DR•AfP••� r=.Si�NT. (`; i ii \ INSTR. N0. i)` 0005730 ■ C Q� N W i � z� 13 o t I � II � O IOD, A " ale w I 4 w o rn 0) o It Uj pm D n 1 If j �. N U (_A �y aa) 00 :FC Z m_0 I �` I ( Cn O N I I) 3 (V ( L t OJ O � I#J iN Ii N W I < Z ^ +�+ O 0 Lo U-) @ Ld a� PR. DI -36 =10' \ �% = 1 � U 9TOP i ,O i � -f_C = 690.0 1 ( II o - o PR. GAS " bi METER 30"X19 RCFE INV It = 68 1.50 I _ _ W < w .N .. 30"X19" RCE INV T= 684.41 B2 PR. UGG w E C Ex. GV &Box ! U w �Y GQF.• 1 i- + < I> Ex. FH Assy, x. Tee 00 PR. 8b`-8 0 PVCtN PR. DI -3B, L=6' ® 2.08% Slope B� TOP = 691.00 _ 30"x19" RCPE INV IN = 683.80_ -tp� ! -.-- --- PR. 20' FREDERICK WATE\ESMT.-_ EX. 18"0 RCP INV OUT= 683.57 N\ ® �, _ _PR 20 FREDERICK I ,�0, ��� ! _w_ PR. 8x8x8CUT-IN TEE PR. 298'-8"0 D.LP, CL. 52 WATE SMT. BY CONTRACTOR) U WATER MAIN EXTENSION Q� 1 ( } w ww n w w w a w w iw w G w_ w w w w_ t 'r'•�� PR. (3) 8 0 GV & Box Z LINE A PR. AIR RELEASES R. 8x8x8 TEE (2} MJ S LID SLEEVES J w GV & Box VALVE ASSY. 8" GV & Box r 4 Z 18"0 RCP INV IN = 681.60 l ( I Ex DI -38, L= cn - 21 "0 RCP INV OUT= 681.35 35' SETBACK 1 "`_ " �' c ` II _IRM DRAT' ESM N': U 35 SE TB ACK _ f 7 690.25 I Z F_ - _._ -__- f - _ -.----t- ,TES --NQ. n800tJ x.30 S �;RM Dr0 ti i O Z PR. 20' FREDERICK WATER ESMT PR. 20 FREDERICK WATER ESMT. _� I 21 RC - 0 U w J_1 V 15 RCP INV 1N= 683.25 s IN. 'R• N.�. lN- 1682 43I 3 RCP INV OUT= 681.6 I Ex. 24.98!-18"0 RCP ®4.48% Slope II � e 8" PVC INV REMOVE 8.40' for PR. STORM LINE OF COQ O I !N= 683, 66 SI P - ` 16.58=18"s RCP ®4.489 Slope ® ,609b .-�. .- TH O PR. 20' STORM ESMT. . 4�j' F 5 TO PR Dl -3C, L=6' ■� RC �....�--• Ij t 2 `-'- _ ---_._ _ _- ��yl�' 1'I jj £x. 139. 4 -.3010 PR. UG 66' J'i I o ` RCP ®1.359, Slope 20 0 20 60 ® 45• y iiiiiiiiiiijj-m� „ 1 a' WASH. GAS ESMT.- �� ���'`� TIM THY PAINTER 9 LIGU Scale 1 = 20 ft INSTR. N0. 070014697 ��.� B1 i_ - , „ LI . 018260 - _ -- -- -- - -- - ---�42183�O.E..2USte- -- - - - - _ _ -- - - - GAI . Dl -690636, $� I�--�% �I� 3V C a ��0 +�JC �Q/`r� 36' RCP INV IN = 679.68 QEi' �4 1 G 1 36" RCP INV OUT=679.68 PR. CG -6 -�PR. SIGN (Typ.) _ 11� PR. 21"0 RCP INV IN=680.90 Ex 208.00'-36"0 RCP 4 0.359° Slope - _ _ PR. CG -6 X. SSIONAj' � --- ( 3 Assumed) B Ex. Dl -3B L=6' I X SURVEY: _6 UD4 NOTE: TOP= 69248 w PR. CG -6 Ex 4 Assume (Assumed) REPLACE EX. UD -4 4"0 P -L, PLC 1' PIPING with 4"0 PVC, Sch. 40 18" RCP INV IN= 682.83 $a Al ACROSS PR. ENTRANCE 30" RCP INV 36" RCP INV TOUT 6 0.79 Ex. Woter Main (Approx. Location DRAWN BY: 17OB NO. I Ex. Water Main (Approx. Locatiort)- ;Ex&. --Tee TGP 005 SCALE DATE: _ 1 " 20' 11/08/17 PR. CG -2 � � Jam_- _- _____ _ p�_CG-2 SHEET: Ex. 58.00'-36 0 RCP / 19 I PR. MEDIAN l . MED/AN 1 0 0.10 Slope PR. CG -2 PR `--__------_____ _.___ ___. - �i� Top= R.9.39t' PR�_CG-2 1 N J Z U F WU w o iBZw ao a Imo_ z Q Lq 3 o N 3 t w C, a Y I �3 c) 0 & w 0_ o w w X w ® ti - jO N N U 1'a 0 0 0 CL 0 �0 CL X �� o00N _ I a' ® j� 0 o r<i U) a !NV i.64 PR. 45' BEND PR. 8x8x8 TEE w w w - PR. (3) 8"0 & Box 4" BACKFLOW TEM ASSY. N N BY MARRIC VE HOTEL if 1300 Ft -so 21 0 1 I �- `=' i�,_0 �' a aE I_f GGw t r LO v z z cz). I roG O N N ►�- i ii Ill U LO to IEI30' SAN &t WATERLINE ESSMT, N Z !NSTR. } +. 08005730 10" PVC INV N- 687, 8 I I I f Q _ji j I (n . • QZ ,1 0wo II I W g CL M PR 20 SAN. SEW. ESMT. ( I EX. SAN. SEW. AW ~ Z 'o -- -- TOP= 692.81' Z co z I I I� I 8" !NV IN= 680. 9' � > PR. 120.00'-6"0 PVC, SDR -26 SAN. + 8" INV OUT= 6 .96' ? SEW. LATERAL 0 2.08% Sloe PR, C.O. I 0 �_ 0 R. C. PRIVATE SERVICE FROM NPUBLIC SERVICE i •J V ; ESMT. LINE TO BUILDING) 0 ESMT. LINE Ex. 18.76'-8" P�C SAN. SEW. MAIN ®0.9t% Slope = g j EX. SAN. SEW. MI4 I I TOP= 693.42' Z Ld (n I I 8" #(V IN= 680.79' 0 Lj 0" PV IN I 8" 111V OUT= 680.7j' �.L (n - PR. 6"0 LATERAL INV IN=681.46 Q_ W N= 6 .32 oII I I i (CORE DRILLING OF THE MH & RESHAPING OF cn L = J THE I FLOW LINE SHALL BE DONE BY THE W V a a ° I CONTRACTOR.) _ I �Z� 1 I ( I I Ex. MH -1 ( 0 0 ® I TOP=69281 ( - w in _O 4 21 " RCP /NV #= 684.61' I_ N 0 B¢ PR. DI -36, L=10' ! �1I i 3t�" RCP INV UT= 684.50' w (n TOP = 689.80 1 I J > 15"0 RCP INV OUT=685.80 B¢ j W I ►- Q o_ o.. O y I I �- 20` SAN. L ;,;;T. INSTR. NO. 'o3005730 CL � I o N c'�o� k I i JpC4 t� i do W .Q 0 \ ®;- ! 1 I 'M Z N fl0 03 LnII _ iI Of cn I' j ` >20' WATERLINE ESMT. Ia- � to PR. DI 38, L=6 o II i CB3 TOP = 689.90 m �';' N !NSTR. N0. 0800>73'; a J 15"0 RCP INV IN 85.25- • II L/��, -- 18"0 RCP INV OUT= 6$5.00 � o \ 0 W ��z I I1 TM 3 -A -100F Z N UTHE FORD FARM, Lo mN_... PR. F.H. ssy. I PR. 8.60'-6"0 j LLC m U CL 52 DIP o I » \ 10"�Vc NIS III IN TR. NO. Z PR. 6"0 IILI685. 71 + j GV & Box I I 0 CL 0005730 w - -8"x6" Reducer R 8"0 i I II N O #45' BENE ; ' I I » fir• ® , �� - � i I } j ` N d j Iw r. t q N i d -0) Itu STORM DR•AfP••� r=.Si�NT. (`; i ii \ INSTR. N0. i)` 0005730 ■ C Q� N W i � z� 13 o t I � II � O IOD, A " ale w I 4 w o rn 0) o It Uj pm D n 1 If j �. N U (_A �y aa) 00 :FC Z m_0 I �` I ( Cn O N I I) 3 (V ( L t OJ O � I#J iN Ii N W I < Z ^ +�+ O 0 Lo U-) @ Ld a� PR. DI -36 =10' \ �% = 1 � U 9TOP i ,O i � -f_C = 690.0 1 ( II o - o PR. GAS " bi METER 30"X19 RCFE INV It = 68 1.50 I _ _ W < w .N .. 30"X19" RCE INV T= 684.41 B2 PR. UGG w E C Ex. GV &Box ! U w �Y GQF.• 1 i- + < I> Ex. FH Assy, x. Tee 00 PR. 8b`-8 0 PVCtN PR. DI -3B, L=6' ® 2.08% Slope B� TOP = 691.00 _ 30"x19" RCPE INV IN = 683.80_ -tp� ! -.-- --- PR. 20' FREDERICK WATE\ESMT.-_ EX. 18"0 RCP INV OUT= 683.57 N\ ® �, _ _PR 20 FREDERICK I ,�0, ��� ! _w_ PR. 8x8x8CUT-IN TEE PR. 298'-8"0 D.LP, CL. 52 WATE SMT. BY CONTRACTOR) U WATER MAIN EXTENSION Q� 1 ( } w ww n w w w a w w iw w G w_ w w w w_ t 'r'•�� PR. (3) 8 0 GV & Box Z LINE A PR. AIR RELEASES R. 8x8x8 TEE (2} MJ S LID SLEEVES J w GV & Box VALVE ASSY. 8" GV & Box r 4 Z 18"0 RCP INV IN = 681.60 l ( I Ex DI -38, L= cn - 21 "0 RCP INV OUT= 681.35 35' SETBACK 1 "`_ " �' c ` II _IRM DRAT' ESM N': U 35 SE TB ACK _ f 7 690.25 I Z F_ - _._ -__- f - _ -.----t- ,TES --NQ. n800tJ x.30 S �;RM Dr0 ti i O Z PR. 20' FREDERICK WATER ESMT PR. 20 FREDERICK WATER ESMT. _� I 21 RC - 0 U w J_1 V 15 RCP INV 1N= 683.25 s IN. 'R• N.�. lN- 1682 43I 3 RCP INV OUT= 681.6 I Ex. 24.98!-18"0 RCP ®4.48% Slope II � e 8" PVC INV REMOVE 8.40' for PR. STORM LINE OF COQ O I !N= 683, 66 SI P - ` 16.58=18"s RCP ®4.489 Slope ® ,609b .-�. .- TH O PR. 20' STORM ESMT. . 4�j' F 5 TO PR Dl -3C, L=6' ■� RC �....�--• Ij t 2 `-'- _ ---_._ _ _- ��yl�' 1'I jj £x. 139. 4 -.3010 PR. UG 66' J'i I o ` RCP ®1.359, Slope 20 0 20 60 ® 45• y iiiiiiiiiiijj-m� „ 1 a' WASH. GAS ESMT.- �� ���'`� TIM THY PAINTER 9 LIGU Scale 1 = 20 ft INSTR. N0. 070014697 ��.� B1 i_ - , „ LI . 018260 - _ -- -- -- - -- - ---�42183�O.E..2USte- -- - - - - _ _ -- - - - GAI . Dl -690636, $� I�--�% �I� 3V C a ��0 +�JC �Q/`r� 36' RCP INV IN = 679.68 QEi' �4 1 G 1 36" RCP INV OUT=679.68 PR. CG -6 -�PR. SIGN (Typ.) _ 11� PR. 21"0 RCP INV IN=680.90 Ex 208.00'-36"0 RCP 4 0.359° Slope - _ _ PR. CG -6 X. SSIONAj' � --- ( 3 Assumed) B Ex. Dl -3B L=6' I X SURVEY: _6 UD4 NOTE: TOP= 69248 w PR. CG -6 Ex 4 Assume (Assumed) REPLACE EX. UD -4 4"0 P -L, PLC 1' PIPING with 4"0 PVC, Sch. 40 18" RCP INV IN= 682.83 $a Al ACROSS PR. ENTRANCE 30" RCP INV 36" RCP INV TOUT 6 0.79 Ex. Woter Main (Approx. Location DRAWN BY: 17OB NO. I Ex. Water Main (Approx. Locatiort)- ;Ex&. --Tee TGP 005 SCALE DATE: _ 1 " 20' 11/08/17 PR. CG -2 � � Jam_- _- _____ _ p�_CG-2 SHEET: Ex. 58.00'-36 0 RCP / 19 I PR. MEDIAN l . MED/AN 1 0 0.10 Slope PR. CG -2 PR `--__------_____ _.___ ___. - �i� Top= R.9.39t' PR�_CG-2 1 LANDSCAPE REQUIREMENTS: 1. Greenspace Required: 15% 92,756.9831 sq. ft. x .15= 13,913.55 sq. ft. Provided: 29.64% (27,495.21 sq. ft.) Proposed Impervious Area Tabulation: Building Footprint: 15,875.77 sq. ft. Parking and drive aisles: 44,847.00 sq. ft. Walks and dumpster_ Dad: 4,539.00 sa. ft. Total Proposed Impervious area: 65,261.77 sq. ft. (70.36%) 2. Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Parking Area Required Trees: 44,847 sq. ft./2,000= 22.4=> 22 trees Provided Trees: 22 trees Required Headlight Screening: 3' high along Rights -of -ways and adjacent properties. Provided Headlight Screening: 3' high evergreen hedge was provided along adjacent properties. Interior Areas: 5% Interior Greenspace Greenspace Required: 44,847 sq. ft. (x) 0.05= 2,242.3 sq. ft. Greenspace Provided: 2,866.0 sq. ft. (or) 6.4% (1) Tree Per 10 Parking Spaces Trees Required: 97 spaces/10= 9.70 => 10 trees Trees Provided: 10 trees 3. Buffers and Screening: Required along the South property boundary. B2 against RP: Category B buffer (25' active, 25' inactive), and a full screen. 3 plants per 10 linear feet of buffer required with 6' high vegetative hedge, berm or fence. Buffer length= 233.31' Plants Required= 233.31/10= 23.33 x 3= 69.99=> 70 plants 70 Plants total (Y3 deciduous, Y3 evergreen, Y3 shrubs) Provided: 70 plants: (23 deciduous trees, 23 evergreen trees, 24 shrubs) and a 6' high evergreen hedge within a 25' wide landscape easement. 4. All planting shall conform with Section 165-203.01 B of the Frederick County Zoning Ordinance. Any plant substitutions must be approved in writing by the Frederick County Planning Department. LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 3 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. Plant substitutions are permitted with consent from the Landscape Architect. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. 15. No trees or shrubs shall be placed in Frederick Water easements. BUFFER SCREEN PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING GT 23 Gleditsia triacanthos f. inermis 'Skycole' Skyline Honey Locust 2" Caliper 10' o.c. TP4 23 Thuja plicata 'Green Giant' Green Giant Arborvitae 4' height 10' o.c. TP6 23 Thuja plicata 'Green Giant' Green Giant Arborvitae 6' height 10' o.c. VR 24 Viburnum rhytidophylloides 'Allegheny' Allegheny Viburnum 3 gallon, 18" ht. See Plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING PARKING AREA PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING AF 11 Acer freemanii Freeman Maple 2" Caliper 28' o.c. IC 99 Ilex cornuta 'Dwarf Burfordii' Dwarf Burford Holly 3 gallon, 36" ht. 4' a. c. TP 5 Thuja plicata 'Green Giant' Green Giant Arborvitae 4' height 10o.c. TC 11 Tilia cordata Little -leaf Linden 2" Caliper 28' o.c. VR 60 Viburnum rhytidophylloides 'Allegheny' Allegheny Viburnum 3 gallon, 36" ht. 4' o.c. ZS 10 Zelkova serrata Japanese Zelkova 2" Caliper See Plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING DESCRIPTION Lumark The Prevail LED area, site luminaire combines optical performance, energy efficiency and long term reliability in an advanced, patent pending modern Design. Utilizing the latest LED technology, the Prevail luminaire delivers unparalleled uniformity resulting in greater pole spacing. A versatile mount standard arm facilitates ease of installation for both retrofit and new installations. With energy savings greater than 62%, the Prevaii fixture reptaces 160-46OW metal halide fixtures in general area lighting applications such as parking lots, walkways, roadways and building areas. SPECIFICATION FEATURES C•natruattoe EGetrleal 1MSPIDIM) operation. The Construction is comprised of a LED driven are mounted to the optional LumaWatt Pro system is heavy-duty, single -piece die -cost fixture for optimal heat sinking best described as a peer-to-peer dluminum housing. The LED and ease of maintenance. Thermal wireless network of luminaire- rivers are mounted in direct management incorporates both integral sensors that operate in contact with the casting to promote conduction and convection to accordance with programmable low operating temperature and transfer heat rapidly away from the profiles. Each sensor is capable long life. The dis-cast aluminum LED source for optimal efficiency of motion and photo sensing, door is tethered to provide easy and light output. Class 1 electronic metering power consumption and access to the driver if replacement dri- have a power factor >90%, wireless communication. is required. A onepiece silicone THD QO%, and an expected life gasket seals the door to the fixture of 100,000 hour, with 4% failure Mounting housing. The optics is mounted rate. Available in 120-277V WMHz, Standard pole mount arm is boned on a versatile, aluminum plate 347V 6014z or 480V 6OHz operation. directly to the pole and the fixture that dissipates heat from the 460V is compadble for use whh slides onto the arm and locks in PRV PREVAIL LEDs resulting in longer life of the 480V Wye systems only. 10kV/10 place with a bolt facllltating quick fixture. The fixture is IP66 and 343 kA surge protection standard. and easy installation. The versatile, vibration rated (ANSI C136.31) to 0-10V dimming driver Is standard patented, standard mount arm LED insure strength of construction with leads external to the fixture to accommodates multiple drill and longevity in the selected accommodate controls capability pattems ranging from 1.112' to application. such as dimming and occupancy. 47/8'. Removal of the door on the AREA t SITE I ROADWAY Suftablefor ambient temperatures standard mounting arm enables LUMINAIRE OPtlas from -40•C to 40•C. Optional WC wiring of the fixture without having. . Precision molded, high efficiency HA (high ambient) available. to access the driver compartment optics are precisely designed to Standard NEMA 3-P1N twistbck A knock -out on the standard shape the dtatribution, maximi;ing photocontrol receptacle and NEMA mounting arm enables round =efficiency and application spacing. 7 -PIN twistiock photocontrol pole mounting. Wall mount and liable in Type 11, III, It- end V receptacles are available as mast arm mounting options are distributions with lumen packages options. available. Mast arm adapter fits ranging from 6,100 to 18,900 2.38' O.D. tenon. nominal lumens. Ught engine Controls configurations consist of 1 or The Prevail LED luminaire control Finish 2 highefficacy LEDs mounted options are designed to be simple Housing and cast parts finished to metal -core circuit boards to and cost-effective ASHRAEand in five-atage super TGIC polyester maximizeheat dissipation and California Title 24 compliant powder coat paint 2.6 mil nominal promote long life (up to 1_92/80,000 solutions. The ANSI C136.41 thickness for superior protection hours at 2VC) per IESNA TM -21. compliant NEMA 7 -PIN receptacle against fade and wear. Standard. For the ultimate level of spill light enables wireless dimming when color is bronze. Additional colors control, an optional house side used with compatible photocontroL available in white, grey, black, dark shlaid accessory can be field or An integrated dimming and platinum and graphite metallic. to installed. occupancy sensor is a standalone control option available in oN W. -MY CERTIFICATION DATA off (MSP) and bi4evel dimming Five-year warranty. UL and cUL wet Ln tin LWW IP6041led &3r*' nanml h------ t115.08' I354mm1 2813na' IH81mml I F.TPN FarwnegA_W.*,. n LUMEN MAINTENANCE 1 AmbHn 26.000 9x.000 Ten Pp xs H.ure" Hour• SCAM Hour• ,Ireeretlwl 100,000 How, Tlr�e.NeM LA Morsel• 2s'c > 961Y > 93% >92% .87% > 2WM are > 96% F793-% > 92% >87% > 265.000 504c >95% >92%. >91% >ee% >250;000 3G VlbrNon Rase ISO 9061 Dee19.Ughn Con..lium& O.MiftsC• ENERGYDATA Ele,honie LED DAm 0.9 Power FMlor 40% TaU1,Hamoni. DlslOniOn 120.27711/90 and 6011x, 34WJ OHL 46DV1IOHr d CMlmm.m Tampeawre Roteg .40'C Ambient Temperature Rating EPA Hl4aarn Pr*j d Awa (S4. FL): 0.75 SNIPPING DATA ApprolIN se Weight 209".19.09 kgs) �' www.tklgnli9hnwr9 'iD500D1SEN 2017-08-020801:59 26 D 00 10 20 30 M 60 SO A 90 9D 100 46•C O.B9 N-iTiwueandsl 2VC - WC - SVC - ProOrat Fandla'•.• Libel En94w' LUMEN MULTIPLIER Vnitpe 01.01hmMn 80 A.M. Laenen PXV.Preveg AW4 LEO) 6,100 NMImI Lumen Tempeoba. I MaapAn 1 75' IM 1.02 AP -Grey M..imum W Mowrnrg Wight ,c c ten .040.{2 LEDa115,100 Nominel Lun"ne 70 3G VlbrNon Rase ISO 9061 Dee19.Ughn Con..lium& O.MiftsC• ENERGYDATA Ele,honie LED DAm 0.9 Power FMlor 40% TaU1,Hamoni. DlslOniOn 120.27711/90 and 6011x, 34WJ OHL 46DV1IOHr d CMlmm.m Tampeawre Roteg .40'C Ambient Temperature Rating EPA Hl4aarn Pr*j d Awa (S4. FL): 0.75 SNIPPING DATA ApprolIN se Weight 209".19.09 kgs) �' www.tklgnli9hnwr9 'iD500D1SEN 2017-08-020801:59 26 D 00 10 20 30 M 60 SO A 90 9D 100 46•C O.B9 N-iTiwueandsl 2VC - WC - SVC - ProOrat Fandla'•.• Libel En94w' pH.a' Vnitpe 01.01hmMn 14 -mire CeNr• PXV.Preveg AW4 LEO) 6,100 NMImI Lumen DAN -i.9 (0-101) UNV.Um,xsA 72.Type 11 3"Und.1d W-1116 Aero AP -Grey M..imum W Mowrnrg Wight A26.0 LEDe1 t0,20D No kM torose .040.{2 LEDa115,100 Nominel Lun"ne (120.27711) T2.T1pe IR MA.M-Arm Bz awme ISMMMndl .000.12 LEOs116900 Nomiml Wmen ^40.(2 LED! 15, 100 NomkW I.- 0.46 347.34711 T4.Tlty WM.W.IIM.-Arm WK slack 0.33 AOt=U LED.11A,900 Nomhuet Lament r cX7 4a0.400V • T6.TVP. 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PRVS-A25-VNV-T3 prerkat Farrar I Uah, Eepkn. Yohaoe Dl.asrrlkm Optbn. ode.. SuMx1 Pm16.Prewil Ni.W Lumen A15d1 LEW8.1mom IXtV.UnM-1(12627M T3=Type le MBPAxM110=Integnmd S ­for Dimming OwWnn, krput Oswnt 0 126V W A25 -Q LED.110,200 Nomi-I Lum.ns 247.347V TMTm W M..imum W Mowrnrg Wight Ism cenest 0 VN W .040.{2 LEDa115,100 Nominel Lun"ne 0.95 am a.0o hWA Cunent $ 24711 W .000.12 LEOs116900 Nomiml Wmen Ole 0.46 am I xtrs.mras.nM.+Dear«r,,xo-n'rv.3rrv.m�w.,amw,n6rg„m,Mero.ro nmmwe,ow Mov «wa-,wammlr,P. 6."c. 12, HOI+'wl x awlh = Rf �CM�G4 aa60 thKCt ro naereV e�».n Heuw•. ..aw...ta.m^.W.ma d..'et wn,oM,wx.. TD^0M1aEl 201)-0g-020e:01i * MIN. PLANTING HOLE DIMENSI SHALL BE 2 TIMES THE WIDTH TIMES THE DEPTH OF THE ROO * PRUNE OUT ALL DAMAGED, B OR DEAD LIMBS PRIOR TO CON * CONTRACTOR TO REGRADE, S HYDROSEED AND STRAW MULCH AREAS DISTURBED AS A RESUL THEIR WORK. * (2) UPRIGHT STAKES TO BE TREES UP TO 12' HIGH. LARGE TO BE GUYED. RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED REMOVE SOIL AND MULCH AWAY FROM BASE OF TRUNK TO PREVENT ROTTING 3" MULCH 3" HIGH SAUCER MOUND AROUND TREE TO HOLD MOISTURE. EXISTING GRADE SOIL MIX BACK FILL AROUND ROOT BALL DEPTH 4" BELOW FINAL GRADE COMPACTED MOUND TO PREVEI TREE FROM SETTLING - 6" MII UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BUF ROPE FROM ROOT BALL. DECIDUOUS TREE PLANTING VERSATILE MOUNT SYSTEM POLE MOUNT ARM WALL MOUNT �. bt}a'132mm) o 0 4.718' It2amml It7� (zo3mml hetmml 4� It02 m) (t5meml 7/18' Dia. Nae 1 3`hn D Dila Hole IL J t90mm) 4-IWIW 1316' 2-319' 6• (125-1 196mm1 I60mml 152mm) MAST ARM MOUNT 16O.D. . O.D. �1153-1J LI®3m4m1J MOUNTING CONFIGURATIONS AND EPA$ 01411 Mount Ann Mount Amato Amt Mowa2•IMP Arm Maur2af6• Atm MenemaOW Atm Moue4$90• EFA 0.76 EPA Las EPA 1,50 EPA 2.25 EPA 3.00 OPTICAL CONFIGURATIONS ;I ,�: rI ''■■ice. LightEn9kn AIS A25 M6 ASO Nominal Power Mass) STN VW 143W low krput Oswnt 0 126V W 0.49 0.75 1.23 1.34 Ism cenest 0 VN W 0.22 0.95 am a.0o hWA Cunent $ 24711 W 0.18 Ole 0.46 am b10a Cumn B 41111Y 0.18 0.21 0.33 0.36 r cX7 L_ 5,138 10,204 15,073 Item Ty" f BUG R.1bg BI-UO-Gl 62-VOG2 Bs-UD63 B34UbG3 r +Cli Lumen 61192 10.292 15,203 MING tYPea BUG R010 B14JG-G2 52-1PC3 82-11. W-U0fi4 +C Lumens 6,173 10,261. 15.157 18,935 1jP.N BUG R.Nfrg 014U063 824IOG3 B24uDc4 02410 -GS LO +N WW Lunar* 6,393 10,627 16,697 191810 Ty' BUG Ratis9 63-U6G3 84A1PG3 Bd-UO-G4 B6UDG4 N01[: Lumen a.put f er wma.ry lww 0r•ro,r, mbr. OM.r.M I+•n•r^a oMx, knp.d lama, aupM. E, f4er lorpr. nwN.nWMmM".m„rMMMv(wn "icor F.T-N a ,o Mekga,_ llbla.ea omt0ha0 derye ,a0rmn oases. POLE -MOUNTED PARKING LOT LIGHT FIXTURES TYPES: »A" & "B" NOT TO SCALE TD500D1SEN 2017-08-0208:01:69 NOTE: ALL BUILDING MOUNTED AND SITE LIGHTING SHALL BE DOWNCAST AND FULL CUTOFF, IN ACCORDANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE, SECTION 165-201.07. LyXijl�[�P► �Iaft111110007_113 .C7d-N 14Zr t-' 0 is G O fie» I N + T--- + 4N _p" +T^' Q�\Q31 O V I A\P +� \v I MJ ++ IMS LC; fw 11 F� r +C6 + +r � � 0 »Aff 25' POLE C FN }d' -i-M +N O U M +M I 0 Les r - +M +N M U FINISH f'P [ r cX7 LLJ 0 Q ct +N 0? +C0 ra +N 47 I 1 A"" Q LUMINAIRE (2) 70 CRI, 4000 LEDS &TYPE III OPTICS with �1-- T 0 +0� r +Cli C" +N 00 0 'Cli o +m r N +N 47- ` -N 1 FINISH I +C +Ci C14r +N +7 C + "t• Cy +N w ani- E co +CO+C ffA» 0) O LO +N WW T_ eps- 0 E + U +. +. ICS +1_t- 10 C*S +Lf) "It C} +CY) (3) d +N LO N T-- (N +r +6 +C6 +N e- I I C C 3 co +Cli 14 (0 IN N T »A»L +N ,- N IC, + 0) t 4 + cn C6 + Ci; +, + _ 47t M 40 C l + + + 0) C) CV., Gid c1_� V110 +Yen r %''" 4,1 - }e- ACV -}T- QTY. C u C: LAMP v ! v i Avg 11 r (Calc Zone #1 -� Z � � LUMINAIRE (1) 70 CRI, 4000 LEDS & TYPE III OPTICS with (1) 70 CRI, 4000K LEDS 25' POLE ___ _I i49fc .2c 10 f 24.5 Q 1- O U O U HEIGHT U) 27.0 18.5 M U FINISH U W Q W LLJ 0 Q ct PREVAIL AREA AND ROADWAY 3 N L Gid c1_� V110 +Yen r %''" 4,1 - }e- ACV -}T- 1 �... J Q Q W C7 •• C p �=Za v D Fn /Z_� (41)(/) Z Z 0 CLJ UCL Re � Z O Z W QQ CL UJ J LLJv � � o� Z�� Z J Q C N ICI QTY. C u C: LAMP v ! v i Avg Max r (Calc Zone #1 -� Z � � LUMINAIRE (1) 70 CRI, 4000 LEDS & TYPE III OPTICS with (1) 70 CRI, 4000K LEDS 25' POLE ___ _I i49fc .2c 10 f 24.5 Q 1- O U O U HEIGHT U) 27.0 18.5 M U FINISH U W Q W LLJ 0 Q ct PREVAIL AREA AND ROADWAY 3 N L 2 2 Q LUMINAIRE (2) 70 CRI, 4000 LEDS &TYPE III OPTICS with 1 �... J Q Q W C7 •• C p �=Za v D Fn /Z_� (41)(/) Z Z 0 CLJ UCL Re � Z O Z W QQ CL UJ J LLJv � � o� Z�� Z J Q C N ICI QTY. C u C: LAMP HEIGHT Symbol i Avg Max r (Calc Zone #1 -� A 11 PRV-A40-D- LUMINAIRE (1) 70 CRI, 4000 LEDS & TYPE III OPTICS with (1) 70 CRI, 4000K LEDS 25' POLE ___ _I i49fc .2c 10 f 24.5 Q 1- a.1_ l t,�C HEIGHT i 0.2fc 0.2fc 27.0 18.5 M U FINISH Z N SESSIONS LLJ 0 Q I N (o PREVAIL AREA AND ROADWAY 3 N L 8PRV-A40-D- 2 �. LUMINAIRE (2) 70 CRI, 4000 LEDS &TYPE III OPTICS with ffAof 25' POLE O »A,� n HOUSE SIDE SHEILD, BRONZE Y > HEIGHT 1 FINISH �. w WQ= w ani- E o I- LJ W Z 0 E + U +. +. + ! + "``?" I I C C 3 C`•t 47- 47 L _ + + + 4- i" - LUMINAIRE SCHEDULE LABEL QTY. CATALOG NO. DESCIPTION LAMP HEIGHT Symbol i Avg Max PREVAIL AREA AND ROADWAY (Calc Zone #1 -� A 11 PRV-A40-D- LUMINAIRE (1) 70 CRI, 4000 LEDS & TYPE III OPTICS with (1) 70 CRI, 4000K LEDS 25' POLE ___ _I i49fc .2c 10 f 24.5 UNV-T3-BZ-HS HOUSE SIDE SHETLD, BRONZE 2.1 fc 11.3 fc HEIGHT i 0.2fc 0.2fc 27.0 18.5 M U FINISH Z N SESSIONS LLJ 0 Q I N (o PREVAIL AREA AND ROADWAY 3 N L 8PRV-A40-D- 2 LUMINAIRE (2) 70 CRI, 4000 LEDS &TYPE III OPTICS with (2) 70 CRI, 4000K LEDS 25' POLE O O NV -T3 -BZ -HS HOUSE SIDE SHEILD, BRONZE Y > HEIGHT 1 FINISH �. * REMOVE EXISTING SOD LAYER OVER THE ENTIRE PLANTING BED AREA PRIOR TO PLANTING. * PLANT SPACING VARIES (SEE PLANS AND PLANT LIST) * BACK FILL AROUND ROOT BALL TO A DEPTH 4" BELOW FINAL GRADE * COMPACT BACKFILL SOIL MIX IN 6" LIFTS TO ENSURE MAXIMUM STABILITY FOR PLANT MATERIAL. * CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW AAl 11 C14 Al 1 AREAS DISTURBED AS A THEIR WORK. Is PRUNE OUT ALL DAMA( OR DEAD LIMBS PRIOR T * COMPLETELY REMOVE STRINGS, RIBBONS, AND TAGS FROM PLANT. MULCH TO BE 3" DEPTH FINAL GRADE REMOVE TOP 1/3 OF AL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON ALL AS NEEDED TO PREVENT rtrtivl FROM BECOMING ROOT BOUND SHRUB PLANTING DETAIL Statistics SECTION NOT TO SCALE in 1 Avg/Min .1 901 :1 12.01 _ :1 ; 10.5:1 :1 6.51 -I - --- 30 0 30 90 Scale 1 " = 30 ft O C.I.: -to 4 • C 1' --� jV Description Symbol i Avg Max Min 1 Max/M (Calc Zone #1 -� 1 8 fc 5 2 fc 0.2fc 26.0 Kale Zone #2 i �- ---_ f 24 c ___ _I i49fc .2c 10 f 24.5 (Calc Zone #3 !Calc Zone #4 ! -}- 2.1 fc 11.3 fc 5.4 fc 13.7 fc i 0.2fc 0.2fc 27.0 18.5 SECTION NOT TO SCALE in 1 Avg/Min .1 901 :1 12.01 _ :1 ; 10.5:1 :1 6.51 -I - --- 30 0 30 90 Scale 1 " = 30 ft O C.I.: -to 4 • C 1' --� jV O J <C O SCALE: 00 ■ N _J (Z\� 1 13/19 �>AY11.01, V I > QI. n- (`0 Y w E CN LO 9.111 y, 1 ' UJ r� C) N In M U r. Lo Z N SESSIONS LLJ 0 Q ■ C.I.: P -L, PLC 1' DRAWN BY: J O 1702005 SCALE: DATE: ■ N SHEET: 13/19 QI. n- E w � O LO N 0-)O r� C) U In N U') N r. Lo Ln 1U)1 N SESSIONS LLJ 0 Q I N (o N 3 N L Q z UJ O O O a J Y > Lin 1' 1 w w �. w WQ= w ani- E o I- LJ W Z 0 E M5111" U L0 W Q o0 CD 0 Z oo� I- LJ LJ Z 011111 0 0 0w OP - 0 FO o � TIMOT Y PAINTER a tic. o. 018260 yOYAo� Il d/� ��42 �SSjONAL SURVEY: C.I.: P -L, PLC 1' DRAWN BY: JOB NO. TGP 1702005 SCALE: DATE: 1 "=30' 11/08/17 SHEET: 13/19 2011 SMP Standards and Specifications) 2013 Draft BMP Standards and SbeciEilitations SITE SUBAREA SA5: AREA: 7682.56 (0.176 Ac.) - c = 0.70 w Annual Rainfall (inches) 43 A Solis a Solas C sols D SolisI ! i � n Target Rainfall Event (inches) 1.00 Forest/Open Space 0.02 0:03 0.04 0105 Total Phosphorus (TP) EMC (mi 0.26 Managed Turf 0.15 0.20 0.22 0.25 Total Nitrogen (TN) EMC (mg/L) 1.86 Impervious Cover 0195 0.95 1 0.95 0.95 = Target TP Load (Ib/acre/yr) 0.41 - P) (unties correction factor) 0.90 Post -Development Re♦ , • Area TP Load Reduction Required (IblYrl , 269 I R NGHILL BY MARRIa GEN 4.5 E HOTEL 0) EQUH ESS .890 90 =ME - SITE SUBARE>"� SA4: JAREA: 15HEI • a .5 Ft. otp _8�(Fo LAND • DEVELOPMENT AREA: 11,003 69 (0.253 c.) F.F. 2.00 Land Cover Summa Treatment Volume and Nutrient Loads C - 0,85 Forest/Open Space Cover (acres) 0..00Treatment Volume (acre-ft) 1303 -s Weighted Rv (forest) A.00 Treatment Volume (cubic feet) `51676 I % Forest 0% TP Load (Ib/yr) 3 57 tf Till Loa yr Managed Turf Cover (acres) 0.63 Inf rm one On 2551 Weighted Rv (turf) 0.22 % Managed Turf 30% I(c: n Impervious Cover (acres) 1.50 Rv (impervious) 0.9501 I - % Impervious 70% I I - ♦, Site Area (acres) 2.13 Site Rv 0,73 8 PVC INV PR. 82.0'-B 0 PVC IN 686.44 j /SITE SU 3AREA8$ pe , I AREA: 4 785.04 (0.110 Ac.)( - ------ A3 A3 9c = 05 I P Numb- � � IRGMA INUIN"I DAM P.O. Box 142 Penn Laird, VA 22846 (540) 908-1679 • www.Virginia, trientBank.com December 18, 2017 Timothy Painter, P.E. 817 Cedar Creek Grade Suite 120 Winchester, VA 22601 Re: Nutrient Credit Availability - Marriott Springhill Suites at Rutherford Crossing - Site Plan Mr. Painter, The Virginia Nutrient Bank (VNB) is pleased to reserve approximately .69f pounds per year of phosphorus offsets (nutrient credits) for the site plan Marriott Springhill Suites at Rutherford Crossing. The site is located on Market Street in Rutherford Crossing, just off U.S. Route 11 north. in Frederick County at the 1-81 interchange. VNB has approval from the Virginia Department of Environmental Quality (VDEQ) for Nonpoint Source Offset Generation Certification. VNB is approved to transfer nutrient credits in accordance with the Chesapeake Bay Watershed Nutrient Credit Exchange Program (VA Code 62.1-44.19:14 et seq), These offsets are also transferable in accordance with the Virginia stormwater offset program (VA Code 62.1- 44.15:35) and the Virginia Soil and Water Conservation Board's Guidance Document on Stormwater Nonpoint Nutrient Offsets approved on July 23, 2009, to those regulator entities qualifying for nutrient offsets. VNB manages the Berryville Nutrient Bank located in Clarke County that will generate 46.13 pounds of phosphorus reduction and 613,37 pounds of nitrogen reduction per year. VNB as of the date of this letter has capacity at the Berryville Nutrient Bank site, pending an imminent letter from DEQ. Upon final approval and closing, VNB will retire 2.69± pounds of phosphorus credits in accordance with the Nutrient Offset Certification regulations. Respectfully, Virginia Nutrient Bank, LLC 40000f1r'• x0f0i Nathan W. Blackwell, PE Manager 540-908-1679 I i�11 161 I II' I I 0 0o o ` - 0000 O (L SITE: SUBAI SA2: IAREA: 20,822.0 (0.178 Ac.) C _ 0.80 35' SETBACK 8" 1 IN= Bill x. VD4 Ex.-ssur (Assumed) 10'° Pvc !N= 687. '0" P N= 6 /N= 685.33 /- PR. 80 -8 0 PVC - 2.08% Slope "-F SUBAREA S -AREA: 3750.44, 0.086 Ac.) me = 0.85 , -.�-..�..� £x. UD (Assumed) 8" PVC INV IN= 683.66 • { I � ' I Iok 4� SITE SUBAREA S64: AREA: 19,592.84 (0.450 Ac.)� { C = 0.80 I i �® TE SUBAREAS B3: REA: 10,580.50 (0.243 Ac.) ® c = 0.80 ®SITE SUBAREA S63: AREA: 14,164.95( 0.3 5 Ac. ' c = 0.70 ___ 35' 21! 00 CL U U yy LU ilii �) I I I li 1i UQ III IVI i 1 n N Z Ililt J li Z Q Q I - ---t �ZQ� , ` k JCrjaifl Z z12wQz III IIIjj� 'WLill � 3: �l-Z0� ll i 0 0 I IX 111<t I P7Z i I O j � U J CV 1 i i JQ 1 ! ? wM- N 00 O E fes► 1j i FL LO I,I W D CN LO ll i E MIN CN M U i II2Z I i W I � � I I !I i>l I J E C7 0) O 4 � W N O Oz ��41 G� w Q i III w>� ��Q � I UJ 0 I 1 s 1 w j � E O W a •F 1 0 (Ij O O G I'I j F_ 0 www I o Z II a00 I 0 cn in w �w IIiz ©z U w I'I _ �yTx or PR UQU TIM HY PAINTER -~ - Lic. a 018260 flill� 754 �FI 42 42' 3- 'E 445..70 PR. CG -6 ___iPR. SIGN (T) -p -.)- P& B IfI �Ifl 20 0 20 PR Z`G`-2. PR. MEDIAN _--it PR- t;G- _ _- _ _. _ _ _..! S p o i e 1 20 ft �sSraNAL SURVEY: P -L, PLC 1' DRAWN BY: JOB NO. _._ TGP 1702005 60 SCALE: DATE: 1"=20' 11/08/17 SHEET. 14/19 Project Name Date. r. .. BMP Design Specifications List: 2013 Draft Stds & Specs Site Information Post -Development Project (Treatment Volume and Loads) Land Cover (acres) A Soils B soils C Soils D Sobs Totals Forest/open space (acres) - undisturbed, 7, 7 44 �: 0.00 protected forest/open nn s ace or reforested lad x% ' Managed Turf (sues) -- disturbed, graded for30 yards or other turf to be mowed mane ed :< 4 Cover (acres) .Impervious 2.11 t'nnstants Runoff Coefficients 1110 SITE SUBAREA SA5: AREA: 7682.56 (0.176 Ac.) - c = 0.70 w Annual Rainfall (inches) 43 A Solis a Solas C sols D SolisI ! i � n Target Rainfall Event (inches) 1.00 Forest/Open Space 0.02 0:03 0.04 0105 Total Phosphorus (TP) EMC (mi 0.26 Managed Turf 0.15 0.20 0.22 0.25 Total Nitrogen (TN) EMC (mg/L) 1.86 Impervious Cover 0195 0.95 1 0.95 0.95 = Target TP Load (Ib/acre/yr) 0.41 - P) (unties correction factor) 0.90 Post -Development Re♦ , • Area TP Load Reduction Required (IblYrl , 269 I R NGHILL BY MARRIa GEN 4.5 E HOTEL 0) EQUH ESS .890 90 =ME - SITE SUBARE>"� SA4: JAREA: 15HEI • a .5 Ft. otp _8�(Fo LAND • DEVELOPMENT AREA: 11,003 69 (0.253 c.) F.F. 2.00 Land Cover Summa Treatment Volume and Nutrient Loads C - 0,85 Forest/Open Space Cover (acres) 0..00Treatment Volume (acre-ft) 1303 -s Weighted Rv (forest) A.00 Treatment Volume (cubic feet) `51676 I % Forest 0% TP Load (Ib/yr) 3 57 tf Till Loa yr Managed Turf Cover (acres) 0.63 Inf rm one On 2551 Weighted Rv (turf) 0.22 % Managed Turf 30% I(c: n Impervious Cover (acres) 1.50 Rv (impervious) 0.9501 I - % Impervious 70% I I - ♦, Site Area (acres) 2.13 Site Rv 0,73 8 PVC INV PR. 82.0'-B 0 PVC IN 686.44 j /SITE SU 3AREA8$ pe , I AREA: 4 785.04 (0.110 Ac.)( - ------ A3 A3 9c = 05 I P Numb- � � IRGMA INUIN"I DAM P.O. Box 142 Penn Laird, VA 22846 (540) 908-1679 • www.Virginia, trientBank.com December 18, 2017 Timothy Painter, P.E. 817 Cedar Creek Grade Suite 120 Winchester, VA 22601 Re: Nutrient Credit Availability - Marriott Springhill Suites at Rutherford Crossing - Site Plan Mr. Painter, The Virginia Nutrient Bank (VNB) is pleased to reserve approximately .69f pounds per year of phosphorus offsets (nutrient credits) for the site plan Marriott Springhill Suites at Rutherford Crossing. The site is located on Market Street in Rutherford Crossing, just off U.S. Route 11 north. in Frederick County at the 1-81 interchange. VNB has approval from the Virginia Department of Environmental Quality (VDEQ) for Nonpoint Source Offset Generation Certification. VNB is approved to transfer nutrient credits in accordance with the Chesapeake Bay Watershed Nutrient Credit Exchange Program (VA Code 62.1-44.19:14 et seq), These offsets are also transferable in accordance with the Virginia stormwater offset program (VA Code 62.1- 44.15:35) and the Virginia Soil and Water Conservation Board's Guidance Document on Stormwater Nonpoint Nutrient Offsets approved on July 23, 2009, to those regulator entities qualifying for nutrient offsets. VNB manages the Berryville Nutrient Bank located in Clarke County that will generate 46.13 pounds of phosphorus reduction and 613,37 pounds of nitrogen reduction per year. VNB as of the date of this letter has capacity at the Berryville Nutrient Bank site, pending an imminent letter from DEQ. Upon final approval and closing, VNB will retire 2.69± pounds of phosphorus credits in accordance with the Nutrient Offset Certification regulations. Respectfully, Virginia Nutrient Bank, LLC 40000f1r'• x0f0i Nathan W. Blackwell, PE Manager 540-908-1679 I i�11 161 I II' I I 0 0o o ` - 0000 O (L SITE: SUBAI SA2: IAREA: 20,822.0 (0.178 Ac.) C _ 0.80 35' SETBACK 8" 1 IN= Bill x. VD4 Ex.-ssur (Assumed) 10'° Pvc !N= 687. '0" P N= 6 /N= 685.33 /- PR. 80 -8 0 PVC - 2.08% Slope "-F SUBAREA S -AREA: 3750.44, 0.086 Ac.) me = 0.85 , -.�-..�..� £x. UD (Assumed) 8" PVC INV IN= 683.66 • { I � ' I Iok 4� SITE SUBAREA S64: AREA: 19,592.84 (0.450 Ac.)� { C = 0.80 I i �® TE SUBAREAS B3: REA: 10,580.50 (0.243 Ac.) ® c = 0.80 ®SITE SUBAREA S63: AREA: 14,164.95( 0.3 5 Ac. ' c = 0.70 ___ 35' 21! 00 CL U U yy LU ilii �) I I I li 1i UQ III IVI i 1 n N Z Ililt J li Z Q Q I - ---t �ZQ� , ` k JCrjaifl Z z12wQz III IIIjj� 'WLill � 3: �l-Z0� ll i 0 0 I IX 111<t I P7Z i I O j � U J CV 1 i i JQ 1 ! ? wM- N 00 O E fes► 1j i FL LO I,I W D CN LO ll i E MIN CN M U i II2Z I i W I � � I I !I i>l I J E C7 0) O 4 � W N O Oz ��41 G� w Q i III w>� ��Q � I UJ 0 I 1 s 1 w j � E O W a •F 1 0 (Ij O O G I'I j F_ 0 www I o Z II a00 I 0 cn in w �w IIiz ©z U w I'I _ �yTx or PR UQU TIM HY PAINTER -~ - Lic. a 018260 flill� 754 �FI 42 42' 3- 'E 445..70 PR. CG -6 ___iPR. SIGN (T) -p -.)- P& B IfI �Ifl 20 0 20 PR Z`G`-2. PR. MEDIAN _--it PR- t;G- _ _- _ _. _ _ _..! S p o i e 1 20 ft �sSraNAL SURVEY: P -L, PLC 1' DRAWN BY: JOB NO. _._ TGP 1702005 60 SCALE: DATE: 1"=20' 11/08/17 SHEET. 14/19 gener, 8' l0atic mark, stor 8" location marker nanaml hackfiii STANDARD 24" select backfill 12" All backfill to be compacted as 95% of ASTM D698 maximum density. 12" emo+str�, Panella Model PA4SV-CSK (41 cast iron cieanout cap with standard gasket and brass plug having a countersunk square head - finished grade 12' eoo r Capitol Foundry of VA, Inc. traffic / bearing cleanout/lampholeframe / and cover, Item No. VB -VS concrete skid pad 24" d ia. x 6" deep 6" stone � general backfill 0 sanitary wye sewer main 45° bend 8"-" _ 8p location marker r, 24"select "' ./ backfill' 'i.•:•.ri 'r:.• .i:$. .' :.'. `........................................... i 6" 6" stone concrete s° All pipe and fittings shall be SDR 35/26. CONCRETEENCASEMENT TRENCH & BEDDING .�- GRAVITY SEWER CLEANOUT MAR 1e -24- HEIGHT ' 24" select location. marker \ 24" select backfill backfill concrete CURB DROP INLET THROAT SECTION / • u 112.O.D. ;/ 1/2 O.D. concrete 6. - stone L 12' CONCRETE CRADLE CONCRETE ARCH Panella Model PA4SV-CSK (41 cast iron cieanout cap with standard gasket and brass plug having a countersunk square head - finished grade 12' eoo r Capitol Foundry of VA, Inc. traffic / bearing cleanout/lampholeframe / and cover, Item No. VB -VS concrete skid pad 24" d ia. x 6" deep 6" stone � general backfill 0 sanitary wye sewer main 45° bend 8"-" _ 8p location marker r, 24"select "' ./ backfill' 'i.•:•.ri 'r:.• .i:$. .' :.'. `........................................... i 6" 6" stone concrete s° All pipe and fittings shall be SDR 35/26. CONCRETEENCASEMENT TRENCH & BEDDING .�- GRAVITY SEWER CLEANOUT MAR 1e -24- FACE BLOCK HEIGHT SEE SHEET 2 OF 2 EXPANSION FC'rP r JOiNT EXPANSION JOINT 3' ,0" FRAMEBACK OF SIDEWALK >t KEYED CONST. BARS ACH .KENT COTT R NOTES= CURB DROP INLET THROAT SECTION I. SEE GENRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. ♦ VARIES WITH MANUFACTURER BARS 4„ 4., 2„ ly io 1. REINFORCING STEEL N ACCORDANCE WITH ASTM A-615 FOR 04 BARS k RVNFORCtNC BARS ��� m BARS C q•. " BAR, -- " I BARS 8 IW ARS F r r i SUBBASE 4 HARDWARE CLOTH W-20 I 2'-3%x" �. WOE MESH. W-20 5. DIMENSIONS SHOWN ARE MiJIIAAI- ACTUAL DIMENSIONS MAY 5 �`' I. t W + ' WEEP HOLE.EO Cy SEE NOTE 8 rJeN„�,-� 30•• a W'11 H 6: THIS UNIT MAY BE USED WITH ALL STANDARD DI -3 M DI -4 L. - W-11. { � W ��'� xROy oSTEPS. a "I ARF BAR A ARS 0 FACE OF CURB8 GUTTER SE NOTE 5a,; BARS) CAST IN FACE AS-. SHOWN, THESE LOOPS MAY "•-•- TO // 70•_O•• CR K CQNTROL JOINT CRACK CONTROL JOINT BE USED FOR LIFT, AND FOR TIEING IN THE POURED (� ALTERNATEIN 2'-0" PLAN SECTION A -A DETAIL WMN, { MN. a STANKIARD SI -1 STEPS NOT REGIONED IN THIS TOP uw7. IV MAX, r�--A 1V MAX' i /'- KEYED CONST. JOINT 1 WIRE REINFORCEMENT L VARIABLE MAX. 20' 9., B, 2, - • B,. 3. 0•. B s i " GARTER 2.. GUTTER BARS A ��ER" i°-6`' �.� 15'• 4'-7'/i' STANDARD PRECAST TOP UNITS REV. 3703 VIRGINIA DEPARTMENT Of TRANSPORTATION 5'•13." ARS CL -- -------------------- 0 ' W 0 0 ------ =T----- -� BARS F BARS E I,.- B N *3" DIAMETERBARS WEEP HOLE FRONT ELEVATION E " 1'-8" BARS 8 5.-&A'`.. ------ -. BARS F z _-.: (GUTTER REMOVED( 5 drry ,•1 Lid I 5X'/i' BENT PLATE SECTION B'B 8 tlao ,-7" /• R TYPE A NOSE DETAIL SMALL BE USED WITH CG -3 M CG -7 STANDARDS. ,'�•,'i 12%"X21/"Xi/:' 7' 51/2, 31-6" TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 STANDARDS. TYPE A TYPE 8 11Z" X GAL VANIZtD 4" STUD SHEAR COWC70R WELDED 4 1'-0" GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 66.30' TO ANGLE RON AT TC -C, 11. CAST -•N PLACE CONCRETE iS TO BE CLASS A3 8' CONNECTORS AND IS TO BE ANCHORED WITH t/2" X 4" STUD SHEAR NOSE DETAILS 3.46 5 51 -VI WELDED TO BENT PLATE AT 2'C -C. APPR. PAVEMENT 3 01-3A L DI -38 L DI -3C L WARPED PAVEMENT 4 5'-6" 141 -----------HI--_- >_ 4 =FLOW FLOW D1-38 10' 0-j!! -� -i DETAIL WHEN USED T-6" 14 FOR USE ON GRADES ADJACENT TO CURB 5'-7" 3 FOR USE IN SAGS WITHOUT GUTTER T-6" 3' BOTH SIDES TO BE SYMMETRICAL SWEET IOF 2 r• „ .204. STANDARD CURB DROP INLET i' rdrt1w1NT'LE� 4.34 5 91-6" t8 6'-7" t -14•' 3 '-7" 12" - 30" PIPE. MAXIMUM DEPTH (H) = 81 3'-21, 4 I SHEET 1 OF 1 3 r-6•' a 233 i t0a 09 VIRGINIA DEPARTMENT OF TRANSPORTATION 6.42 302 5 tt'• " 2 V-711 to §1-10-1 3 &--r* FACE BLOCK HEIGHT SEE SHEET 2 OF 2 T-Dt-3.4 FOR ALTERNATE DETAIL. NOTES= CURB DROP INLET THROAT SECTION I. SEE GENRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. ♦ VARIES WITH MANUFACTURER 2. 2. CONCRETE TO BE 4000 PSIMNIMUM COMPRESSIVE STRENGTH. -STANDARD IC -2 FRAME Aro LOVER 1. REINFORCING STEEL N ACCORDANCE WITH ASTM A-615 FOR 04 BARS k RVNFORCtNC BARS ��� 12" 4, REINFORCING IN ACCORDANCE WITH ASTM A-185 FOR WELDED ALL RB BARS W•20 SMOOTH W-20 I 2'-3%x" �. WOE MESH. W-20 BARS ON 4" CENTERS: 4- 94 BARS 5. DIMENSIONS SHOWN ARE MiJIIAAI- ACTUAL DIMENSIONS MAY 5 �`' t VARY WITH MANI'ACTt)RER. rJeN„�,-� 30•• a W'11 H 6: THIS UNIT MAY BE USED WITH ALL STANDARD DI -3 M DI -4 L. - W-11. CURB DROP INLETS. ��'� xROy 7 EACH FACE BLOCK SHALL HAVE 2 OR MORE LOOPS t+3 2 -s" ES S BARS) CAST IN FACE AS-. SHOWN, THESE LOOPS MAY "•-•- TO // 70•_O•• SEE SHEET 2 OF 2 FOR BE USED FOR LIFT, AND FOR TIEING IN THE POURED (� ALTERNATEIN PLACE TTLDTO DE VARY ACCORONTO TYPE / DETAIL SEALED WITH GROUT OR POLYSUFIEE SEALER. { MN. a STANKIARD SI -1 STEPS NOT REGIONED IN THIS TOP uw7. FACE BLOCK HEIGHT SEE SHEET 2 OF 2 Of HA£7 CONSTRUCTED. 1 CONST FOR ALTERNATE DETAIL. DETAIL 8 RIB BARS *5 ON 6" CENTERS SIZE 4.4 BARS ♦ VARIES WITH MANUFACTURER 2. 2 =0" • 3 BARS REINFORCEMENT 04 BARS k SEE ALTERNATE NOSE DETAIL, SWEET 2 OF 2. -2'-U --� y f�• . I - 45• • 3 O yA BARS - H BARS 6.. VARY TO TYPE HEIGHT SEE ALTERNATE - ur_tr rti t.n FC:R NTERI.00K Of HA£7 CONSTRUCTED. 1 CONST PIPE DETAIL 8 j SIZE CONCRETE WE ♦ VARIES WITH MANUFACTURER 2. THE "H^ DIMENSION SHOWN ON THE STANDARDS TYPICAL MINIMUM BAR REINFORCEMENT 101 O .SLOT Concrete BARS A BARS 8 BARS C BARS 0 BARS E I BARS'F I BARS G 21/2 2 10 12" W-ri- ALL RB BARS W•20 SMOOTH W-20 I 2'-3%x" �. 3 - W-20 BARS ON 4" CENTERS: 4- 94 BARS W-11 w -2o t W-20 4S• 2' 0" 1`0. a W'11 H 6" W 11 W-11. 8" W-20 W-20 i Zl2' 2.26 OBTAIN TRUE QUANTITIES. FOR INLETS OF 4•-4" I .. 3/ s jr W-20 W-11 LOCATION Or HOLE TO W-20 W-2 1" DEEP NOTCH IB" VARY ACCORONTO TYPE / 21" FOR OR INTERLOCK ' OF ?NLET CONSTRUCTED.--.' W-11 00 27" TYPICAL MiNIMUM WELDED WIRE REINFORCEMENT 2.59 SHEET 1OF 2 i°-6`' �.� 15'• 4'-7'/i' STANDARD PRECAST TOP UNITS REV. 3703 VIRGINIA DEPARTMENT Of TRANSPORTATION 5'•13." 103 05 2 4 W 0 0 A' 27" 5.-&A'`.. U N!p Ari^ -e RECOMMENDED MINIMUM HEIGHT CHART 15, PIPE H DIMENSION j SIZE CONCRETE WE THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H^ DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT # 3 BARS 101 O .SLOT Concrete BARS A BARS 8 BARS C BARS 0 BARS E I BARS'F I BARS G WEIGHT 12" CIRCULAR PIPE 8 15" 3 - n F,. 4 No. 2t^ 4'- No. Lin. Ft. No. 6" No. Lin. Ft.* 8" 3'•ttI �-. 2'-6" 1.15 2.26 OBTAIN TRUE QUANTITIES. FOR INLETS OF 4•-4" DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE. MINIMUM WIRE i 51-7" mho IB" 4'-10' .. 21" 5,44.- ' 4,. 5.-5., 00 27" 4' 1.83 2.59 5 i°-6`' �.� 15'• 4'-7'/i' Is" 3 W« 2r 5'•13." M W 2 4 W 0 0 A' 27" 5.-&A'`.. U N!p Ari^ -e 30" 5 drry ,•1 33" 6•-53x4„ 8 tlao ,-7" 3 42 7' 51/2, 31-6" 3 F=6" 4 SKPnCATON IFFEWNEE 105 233 302 FEB 09 dished grade mum NOTES: Gravity sewer: 1. All pipe and fittings inside manhole shall be solvent weld SCH 40 PVC. Forced sewer:. 1. piping to Wye shall be SDR 21. 2. Piping for drop shall be same size as incoming sewer. 3. All pipe and fittings inside manhole V . 4 shall be solvent weld SCH 40. _ boot � wye w/threaded =go cap d• stainless steel concrete wedge anchor > pressure treated 4 block tai I s s nes steel band - fill with grout 45° bend �. existing bench elevation d 17.1 d d SERVICE LATERAL MANHOLE CONNECTION .20 - TABLE OF QUANTITIES stone MAR 18 Ot-3A.3B.3C HYPE L ANREA OF 15, THIS AREA MAY BE EARTHEN, IN WHICH CASE � I'�-fj+" - -- BLIND L INE x - - REINFORCING STEEL THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H^ DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT # 3 BARS CURB AND GUTTER, O .SLOT Concrete BARS A BARS 8 BARS C BARS 0 BARS E I BARS'F I BARS G WEIGHT Slli' PRECAST THROAT CIRCULAR PIPE SHAPE TO Cu. Yds. No. Lin. Ft. Ik No. Lin. Ft. tk No. Lin. Ft. 1N No. Lin. Ft No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft.* Lbs. DI -3A 2'-6" 1.15 2.26 OBTAIN TRUE QUANTITIES. FOR INLETS OF NORMAL EARTH roUNDAT10NS UNDER ROUTINE ENTRNICE PPE (EXCEPT PLASTIC PIPE) DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE. MINIMUM WIRE i 51-7" 3 3`2" - - - . 6 11- „ 22 OF DEPTH, 4' 1.83 2.59 5 i°-6`' 2 '-7' 6'-V' 3 '•7" 3 3'-2" 4 r-6" 3 11-61* 4 11'_0.1 4 IS. 8 2.75 3.g2 5 3'-6" 4 V-71 to 61-10" 3 ,-7" 3 3'-2" 4 31-6" 3 F=6" 4 1'-0" 111 11. CAST -•N PLACE CONCRETE iS TO BE CLASS A3 8' 3.67 3.46 5 51 -VI 10 a, " to B-V, 3 V-7- 3 3'-2' 4 5'-6" 3 1.,61, 4 r-0" 158 D1-38 10' 4. 3.90 S T-6" 14 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 T-6" 3' t'-6" a r• „ .204. 6. REGULAR BACKFILL MATERIA_ MAY BE USED IN LIEU OF CLASS IBACKFILL MATERIAL FOR i' 1N 4.34 5 91-6" t8 6'-7" t -14•' 3 '-7" 3 3'-21, 4 I SHEET 1 OF 1 3 r-6•' a -0" i 14' 6.42 4,78 5 tt'• " 2 V-711 to §1-10-1 3 &--r* 3 1 3'-2" 4 11'- 6" 1 3 T-6" 4 11-0" 298 BRIDGE STANDARDS 16' 7.33 5.22 5 13'-6" 26 V-7" to ''- " 3 5'-7" 3 1 3'-2" 4 13-6" 1 3 V-6" 4 1-- 4 t6' 8.25 5.66 5 t5'-&' " 3 '-7" 3 3'-2" 4 1§1:E_ 3 1-6" 4 .17 6.09 5 17'-6" 34 V - Z' I.Q.8­10. 3 5-r 3 3'-2" 4 17'-6" 3 1'•6" 4 1-0` 4 * 2.75 3. 1 10 r-9" 4 6.7" to V-10" 5 -7" 3 3--2'• B r-9" 6 1',6.' 2 r 111 8' 3,87 3,45 t0 2`-9" B -7" to '-MS" 5 '-7" 3 3,-2" a T.S.. 6 1'-6" 2 1' " 158 t0• 4.50 3.89 10 1 NJ" 112 6'-7" to '•t0" 5 '4" 3 3'-2" 8 3'-9" 6 1'-6" 2 11-01, 5 t • 5. 4_33, 10 4'-9" t -7" to 5 3.7" 3 3-2" a 4'-9" 6 1 1,-6" 2 r252 Df -3C ,4' 6.4 4.77 10 5--9" 20 6.7" to W-10" 5 1 5'-7" 3 a-2" 8 1 5-9- 1 6 11'•6" 2 T_O" 1 298 16' 7.33 10 6'-9" 24 '-7" to W-110" '-7- 3 3' 2" 8 6' 6 P-6" 2 L2- - a, 4 -&- 8.2 65 10 7'-9" 2 6' T' to ' t0" -7" 3 3' 2' 8 7,-9'` 6 ,'-6" 2 ..._r 1..01..1 392 20' 9.17 1 609 10 B'-9" 32 •-7" to V - V* 5 1 5'-7" 1 3 3'-2 8' 9" 6 r-6" 2 1'-0" 1 439 NOTES 1. DEPTH OF INLET tH) TO BE SHOWN ON PLANS, 7. * 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15, THIS AREA MAY BE EARTHEN, IN WHICH CASE � I'�-fj+" - -- BLIND L INE x - - 12" C -C TO BE PLACED IN ALL AREAS ADJACENT I rrirr r. rte,. I=(i• THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H^ DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT # 3 BARS CURB AND GUTTER, O AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. Slli' PRECAST THROAT CIRCULAR PIPE SHAPE TO MEASURED FROM THE INVERT OF THE OUTFALL 45• 1 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH I PRECAST FACE I PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 61/4. OF BLOCK (H) OF 5'-2" WITHOUT PiPES. THE A,t"T �~ PLAN `H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL- WEEP HQ1LjE WITH 4.. DISPLACED BY PIPES MUST BE DEDUCTED TO �j FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH CURB DROP INLET THROAT OBTAIN TRUE QUANTITIES. FOR INLETS OF NORMAL EARTH roUNDAT10NS UNDER ROUTINE ENTRNICE PPE (EXCEPT PLASTIC PIPE) DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE. MINIMUM WIRE #4 BARS DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 o CONTRACTOR FROM FIELD CONDITIONS, DIAMETER 0,03" NUMBER 4 MESH HARDWARE FIRIII.Y THE I CUBIC YARDS OF CONCRETE FOR EACH FOOT 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS CLOTH AJCHORE'D TO OUTSIDE OF THE STRUCTURE, e OF DEPTH, FACE OF BLOCK TO BE SHAPED IN ACCORDANCE WITH STANDARD /. BACK OF 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET t GR IN Ot D 1 L E N IS -1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MN. (A OF 2 15 TO BE L +16" AT 4.10 LBS./FT.. SLOPE 70 R AIN MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". i I �.- ADJECENT CONCRETE. INCLUDED IN THE BID PRiCE FOR THE STRUCTURE, 1 I 1 I IS. '*' DENOTES LENGTH OF ONE (1) BAR. FOR FACE C BLOCK 2" 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF (NOSE TYPE B) PLAN IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE* 5. 4. PIPE iS HIGHER THAN THE BOTTOM OF THE - - 1 I PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR cOR PLASTIC --IPF Cl ASS . FACKi LL MA-'_RIAL WITH SECTION 302 ROAD ANS RRDCF CRUSTED GLASS CCNFORMIN, 10 THE SFCT1n% 302 CF 'HE RCAD SPECFCATIONE. Rr FCR RUN STRUCTURE THE INVERT OF THE STRUCTURE SHALL 11. CAST -•N PLACE CONCRETE iS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEOIAN,SACK OF RISER UNIT 8E StNAPE0 WiTH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI, FACE OF BLOCK INLET IS TO BE SHAPED TO CONFORM TO PROPOSED CURB. BACK VIEWI IN THE STRUCTURE. THE COST OF FURNISHING 3 NOTES: v,3GN1A DEPAR'MENI 4- aRAkSPCRTATION AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE ----- o NOSE THE SHAPING IS TO BE INCLUDED IN THE 80 SHOWN ON PLANS. DETAIL A - -1-�- SIDES OR TAPERED SIDES WITH RADIUS. PRICE FOR THE STRUCTURE. x - 18" WHERE $2 IS36" AND GREATER 2, ALL DETAILS NOT SHOWN TO BE IN ACCORDANCE (FOR USE WITH MOUNTABLE CURB) 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR WITH SHEET I.OF 2_ STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'•0" WITH INTEGRAL CURB, GUTTER' IS TO BE BASEI UNIT VIRGINIA DEPARTMENT OF TRANSPORTATION 6. REGULAR BACKFILL MATERIA_ MAY BE USED IN LIEU OF CLASS IBACKFILL MATERIAL FOR OR GREATER, FOR DETAILS SEE STANDARD ST -1. OMITTED (SEE DETAIL). STANDARD PRECAST 6. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 233 , -r-rif VIRGINIA DEPARTMENT OF TRANSPORTATION CONCRETE BLOCKS IN ACCORDANCE WITH THE I SHEET 1 OF 1 302 303 FOOTING (03.06 DETAILS SHOWN ON STANDARD "DRAWING DI -MB. i i SPECIFICATION _ REFERENCEPRECAST Sheet 2 of 2 SEFREAN REFERENCE STANDARD 12" - 30" CURB DROP INLET PIPE: MAXIMUM DEPTH (H) _ 8' 233 302 VIRGINIA DEPARTMENT Of TRANSPORTATION ,04.10 PB -I NO PROJECTION OF PIPE ABOVE GROUND LINE GENERAL IS -1 ?-DI-3,4 STANDARD IC -2 FRAME AND COVER � I'�-fj+" - -- BLIND L INE x - - APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC -1 TABLE'S. UNLESS I rrirr r. rte,. I=(i• ..PRECAST • FACE OF BLOCK FOR DETAILS OF ALL COMPONENT PARTS AND SHAPE TO ELEVATION .L'' IL rr rr _ LARIH # 3 BARS OF MID -POINT OF LARGEST PIPE. O 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR To FFM BEARING SOL. GENERA. NOTES- PRECAST" SEE SHEETS Slli' PRECAST THROAT CIRCULAR PIPE SHAPE TO I 2" • .. , 2/2 45• 1 s ' OFNPIPER I I I I 103.01-103.n I PRECAST FACE I I I I � I I MN, rr' �- y 61/4. OF BLOCK 2" �~ SPACER T 6' 4.. ISOMETRIC �j PER !'OF H 3" r--• CURB DROP INLET THROAT SECTION NORMAL EARTH roUNDAT10NS UNDER ROUTINE ENTRNICE PPE (EXCEPT PLASTIC PIPE) } } ALTERNATE DESIGN #4 BARS OR o 5. REGULAR BACKFILL MATERIA. MAY BE USED IN LEU OF CLASS IBACKFILL MATERIA_ FOR r r n I " X 4" HOLES EACH END .• METHOD OF TREATMENT IN DROP INLETS A PRECAST 19f' e SEE NOTE 1 I FACE OF BLOCK TRANSITION BETWEEN PIPE DIAMETERS /. BACK OF t 'j<"7rjq•'-►�. WHEN DIFFERENT SIZES OF PIPES GR IN Ot D 1 L E N I I CURB LINE I" RADIUS�I� NOTE: (A T 2^ SLOPE 70 R AIN DOWEL HOLES PROVIDED TO PREVENT: SETTLEMENT OF i I �.- ADJECENT CONCRETE. NOTES \ 1 I 1 I - -. ALTERNATE DETAIL RN A FOR FACE C BLOCK 2" DETAIL A (NOSE TYPE B) PLAN MAX. 24" NATFRIAL S. WHERE DIRECTED BY THE ENGNEER.BEDDNG MATERIAL MAY BE ELIMINATED FOR IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING_ 2" NOMINAL -"1 ►� 4•• NOMINAL - r -- - - - -- - - -- - - 2" BACK OF CURB LINE 4" ----- SEE T)ETAL A g• j-{� 4• tt -,n. - - 1 I PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR cOR PLASTIC --IPF Cl ASS . FACKi LL MA-'_RIAL WITH SECTION 302 ROAD ANS RRDCF CRUSTED GLASS CCNFORMIN, 10 THE SFCT1n% 302 CF 'HE RCAD SPECFCATIONE. Rr FCR RUN 6. REGULAR BACKFILL MATERIA_ MAY BE USED IN LIEU Of CLASS IBACKFLL MATERIA- FOR HOLE. FOR 1 - - - - - DOWELING- t - _ - - - I 31/2" RISER UNIT TO CURB HEIGHT OF COVER IT OR LESS. FACE OF BLOCK CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" BACK VIEWI END VIEW 3 NOTES: v,3GN1A DEPAR'MENI 4- aRAkSPCRTATION ALTERNATE ALTERNATE ----- o NOSE DETAIL B 1- 2" x 4" -NOTCH MAYBE FORMED WITH .STRAIGHT SIDES, TAPERED DETAIL A - -1-�- SIDES OR TAPERED SIDES WITH RADIUS. METHOD OF TREATMENT iN MANHOLES x - 18" WHERE $2 IS36" AND GREATER 2, ALL DETAILS NOT SHOWN TO BE IN ACCORDANCE (FOR USE WITH MOUNTABLE CURB) WITH SHEET I.OF 2_ STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS .SHEET 2 O 2 SPECIFICATION BASEI UNIT VIRGINIA DEPARTMENT OF TRANSPORTATION 6. REGULAR BACKFILL MATERIA_ MAY BE USED IN LIEU OF CLASS IBACKFILL MATERIAL FOR REFERENCE STANDARD PRECAST TOP UNITS j 105 233 , -r-rif VIRGINIA DEPARTMENT OF TRANSPORTATION 302 I SHEET 1 OF 1 302 303 FOOTING (03.06 PB -I NO PROJECTION OF PIPE ABOVE GROUND LINE GENERAL IS -1 * a - 1. METHOD "A' PiPE BEDDING SHALL 19E USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE MH -2 - -- BLIND L INE x - - APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC -1 TABLE'S. UNLESS I rrirr r. rte,. I=(i• ' -_Ill r i..r - - FOR DETAILS OF ALL COMPONENT PARTS AND SHAPE TO ELEVATION .L'' IL rr rr _ LARIH I I OF MID -POINT OF LARGEST PIPE. O 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR To FFM BEARING SOL. GENERA. NOTES- PRECAST" SEE SHEETS �R CIRCULAR PIPE SHAPE TO BEDDING r -MA 1. D - OUTSIDE DIAMETER OF POPE. s ' OFNPIPER I I I I 103.01-103.n 2. d - INSIDE DIAMETER OF PPE. I I I � I I MN, rr' �- y 3. X - WIDTH OF CLASS i BACKFILL MATERIA_ BEYOND THE EXTREMITY OF THE PIPE. btlN. '%t0 U E, x '- BEDDING 17 �0 D x D x BEDDING SPACER T MATERIA: MATERIAL j �j PER !'OF H . TAPER • /%! MIN. 8". MAX. 24" NORMAL EARTH roUNDAT10NS UNDER ROUTINE ENTRNICE PPE (EXCEPT PLASTIC PIPE) I f ROCK FOUNDATION 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. OR o 5. REGULAR BACKFILL MATERIA. MAY BE USED IN LEU OF CLASS IBACKFILL MATERIA_ FOR ' SECTION A -A I ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND .• METHOD OF TREATMENT IN DROP INLETS TOP, UNIT I_ LESS IN DIAMETER WITH HEIGHT OF COVER t5' OR LESS. e rrr.�. � r/ir-, 6. BEDDING MATERIA- AND CLASS IBACKFLL MATERNA_ MAY BE ELIMINATED rOR SHOULDER TRANSITION BETWEEN PIPE DIAMETERS rr rr _ SLOT NLET (DI -13) OUTLET PiES INSTALLATIONS. WHEN DIFFERENT SIZES OF PIPES GR IN Ot D 1 L E N ELLIPTICAL PIPE ARE ENCOUNTERED, (A L S, - OUTSIDE SPAN DIMENSION OF PIPE. SLOPE 70 R AIN UZ 2. S2 - INSIDE SPAN DIMENSION OF PPE. TO INVERT �� \ OUTLET PIPE ,/,:../•f�i! II-� BOCK CR 3 R - OUTSDERISE DIMENSION PIPE. NOTES \ �I - -. o _ SOIL '/? cCR SOIL X 0 X X - 12" WHERE S2 IS LESS THAN 35". ON INVERT OF PIPE iS ABOVE INVERT OF STRUCTURE. �� I 1' O) H MI\ 8" �B_CDING r 1 e ----- MAX. 24" NATFRIAL S. WHERE DIRECTED BY THE ENGNEER.BEDDNG MATERIAL MAY BE ELIMINATED FOR IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING_ ROCK FOUNDATION NORMAL. EARTH FOUNDATIONS UNDER R TR PIPE WHERE S 38" OR ENTRANCE 2 ,- RISER UNIT o PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR cOR PLASTIC --IPF Cl ASS . FACKi LL MA-'_RIAL WITH SECTION 302 ROAD ANS RRDCF CRUSTED GLASS CCNFORMIN, 10 THE SFCT1n% 302 CF 'HE RCAD SPECFCATIONE. Rr FCR RUN 6. REGULAR BACKFILL MATERIA_ MAY BE USED IN LIEU Of CLASS IBACKFLL MATERIA- FOR CLASS C,EXCE AT 257 OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, SROKEN BRICK, e BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACEj;- - , - - ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND RISER UNIT INSTALL. OF PIPE CULVERTS AND STORM SEWERS HEIGHT OF COVER IT OR LESS. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. « CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" RISER 17 -------- 3 ��_'-�� PURPOSES ONLY. EACH MANHOLE OR DROP MET IS TO BE SHAPED -- v,3GN1A DEPAR'MENI 4- aRAkSPCRTATION 2. R - RISE DIMENSION OF PPE, INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET ----- o CONFIGURATION AND FLOW LINES. SECTION B -B 4. x - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. PL AN - -1-�- MONOLITHIC REDUCER UNIT METHOD OF TREATMENT iN MANHOLES x - 18" WHERE $2 IS36" AND GREATER SPECFICATIM BASE o FK` STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS BASET BASEI UNIT VIRGINIA DEPARTMENT OF TRANSPORTATION 6. REGULAR BACKFILL MATERIA_ MAY BE USED IN LIEU OF CLASS IBACKFILL MATERIAL FOR - - -- ---- tos.os-- -f t j SPECIFICATION ICATION REFERENCE , -r-rif t r REVISION DATE I SHEET 1 OF 1 302 303 FOOTING FOOTING i i SPECIFICATION _ REFERENCEPRECAST VDO'T' MANHOLE ROAD AND BRIDGE STANDARDS 105 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.07 PB -I NO PROJECTION OF PIPE ABOVE GROUND LINE GENERAL IS -1 * a - 1. METHOD "A' PiPE BEDDING SHALL 19E USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE -_- GROUND - INE I = --" - -- BLIND L INE x - - APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC -1 TABLE'S. UNLESS I rrirr r. rte,. I=(i• ' -_Ill r i..r - - OTHERWISE NOT ON T'HEPLANNS. SHAPE TO ELEVATION .L'' IL rr rr _ LARIH 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. OF MID -POINT OF LARGEST PIPE. O 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR To FFM BEARING SOL. �/� W �R CIRCULAR PIPE SHAPE TO BEDDING r -MA 1. D - OUTSIDE DIAMETER OF POPE. s ' OFNPIPER I I I I I 2. d - INSIDE DIAMETER OF PPE. I I I � I I MN, rr' �- y 3. X - WIDTH OF CLASS i BACKFILL MATERIA_ BEYOND THE EXTREMITY OF THE PIPE. btlN. '%t0 U E, x '- BEDDING 17 �0 D x D x BEDDING X - 12" WHERE d IS LESS THAN 36". MATERIA: MATERIAL X . IS" WHERE d IS 36" AND GREATER. �j PER !'OF H 4. WHERE DIRECTED BY THE ENfNEER. BEDDING MATERIA- MAY 8E ELIMINATED FOR • /%! MIN. 8". MAX. 24" NORMAL EARTH roUNDAT10NS UNDER ROUTINE ENTRNICE PPE (EXCEPT PLASTIC PIPE) : •, SLOPE TO DRAIN TO INVERT ROCK FOUNDATION 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. �i OF OUTLET PIPE M I. x t MIN. 1 S x U UN. 5 C 5. REGULAR BACKFILL MATERIA. MAY BE USED IN LEU OF CLASS IBACKFILL MATERIA_ FOR ' SECTION A -A I ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND .• METHOD OF TREATMENT IN DROP INLETS I � LESS IN DIAMETER WITH HEIGHT OF COVER t5' OR LESS. 8 rrr.�. � r/ir-, 6. BEDDING MATERIA- AND CLASS IBACKFLL MATERNA_ MAY BE ELIMINATED rOR SHOULDER TRANSITION BETWEEN PIPE DIAMETERS rr rr _ SLOT NLET (DI -13) OUTLET PiES INSTALLATIONS. WHEN DIFFERENT SIZES OF PIPES GR IN Ot D 1 L E N ELLIPTICAL PIPE ARE ENCOUNTERED, (A L S, - OUTSIDE SPAN DIMENSION OF PIPE. SLOPE 70 R AIN UZ 2. S2 - INSIDE SPAN DIMENSION OF PPE. TO INVERT �� \ OUTLET PIPE ,/,:../•f�i! II-� BOCK CR 3 R - OUTSDERISE DIMENSION PIPE. NOTES \ -A'M'J. 1/10 D - DI\G ��'_ 4. X - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. SHAPING OF MANHOLE MIO INLET INVERTS IN ACCORDANCE WITH \ THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ \ PLANS OR WHERE _ SOIL '/? cCR SOIL X 0 X X - 12" WHERE S2 IS LESS THAN 35". ON INVERT OF PIPE iS ABOVE INVERT OF STRUCTURE. �� I 1' O) H MI\ 8" �B_CDING X - 1a" WHERE Spp IS 36- ANO GREATER MANHOLE OR DROP INLET iS TO BE FORMED AND CONSTRUCTED •• MAX. 24" NATFRIAL S. WHERE DIRECTED BY THE ENGNEER.BEDDNG MATERIAL MAY BE ELIMINATED FOR IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING_ ROCK FOUNDATION NORMAL. EARTH FOUNDATIONS UNDER R TR PIPE WHERE S 38" OR ENTRANCE 2 •° THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A f SPECIFICATIONS, FCR GENERAL NOTES ON -W 3EO]rNC. LESS AND HEIGHT OF COVER 15.OR LESS. PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR cOR PLASTIC --IPF Cl ASS . FACKi LL MA-'_RIAL WITH SECTION 302 ROAD ANS RRDCF CRUSTED GLASS CCNFORMIN, 10 THE SFCT1n% 302 CF 'HE RCAD SPECFCATIONE. Rr FCR RUN 6. REGULAR BACKFILL MATERIA_ MAY BE USED IN LIEU Of CLASS IBACKFLL MATERIA- FOR CLASS C,EXCE AT 257 OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, SROKEN BRICK, e BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACEj;- FCR ALL OTHER PIPE RFG.A AR BACKFILL MATERIAL IN ACCORDANCE 'AFI -i SECTION 302 OF THE ROAD ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE 1 INSTALL. OF PIPE CULVERTS AND STORM SEWERS HEIGHT OF COVER IT OR LESS. OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. « CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" PIPE ARCH s -y • �` DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE 1. S - SPIN DIMENSION OF PPE. ��_'-�� PURPOSES ONLY. EACH MANHOLE OR DROP MET IS TO BE SHAPED -- v,3GN1A DEPAR'MENI 4- aRAkSPCRTATION 2. R - RISE DIMENSION OF PPE, INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET 3. 8 - SEE PC -1 TABLE FOR APPLICABLE PIPE MATERIAL CONFIGURATION AND FLOW LINES. SECTION B -B 4. x - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. PL AN x - 12" WHERE S2 IS LESS THAN 38", METHOD OF TREATMENT iN MANHOLES x - 18" WHERE $2 IS36" AND GREATER SPECFICATIM 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR FK` STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS LESS AND HEIGHT OF COVER ib• OR LESS. 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 6. REGULAR BACKFILL MATERIA_ MAY BE USED IN LIEU OF CLASS IBACKFILL MATERIAL FOR - - -- ---- tos.os-- PB -I NO PROJECTION OF PIPE ABOVE GROUND LINE GENERAL PB-, * a - 1. METHOD "A' PiPE BEDDING SHALL 19E USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE -_- GROUND - INE I = --" - -- BLIND L INE x - - APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC -1 TABLE'S. UNLESS I rrirr r. rte,. I=(i• ' -_Ill r i..r - - OTHERWISE NOT ON T'HEPLANNS. -'i II".-. ROCK OR .L'' IL rr rr _ LARIH 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 'lip 1W'4YreIDING O 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR To FFM BEARING SOL. �/� W �R CIRCULAR PIPE O O BEDDING r -MA 1. D - OUTSIDE DIAMETER OF POPE. W -ERI& 2. d - INSIDE DIAMETER OF PPE. I MN, rr' �- y 3. X - WIDTH OF CLASS i BACKFILL MATERIA_ BEYOND THE EXTREMITY OF THE PIPE. btlN. '%t0 U E, x '- BEDDING 17 �0 D x D x BEDDING X - 12" WHERE d IS LESS THAN 36". MATERIA: MATERIAL X . IS" WHERE d IS 36" AND GREATER. PER !'OF H 4. WHERE DIRECTED BY THE ENfNEER. BEDDING MATERIA- MAY 8E ELIMINATED FOR Q MIN. 8". MAX. 24" NORMAL EARTH roUNDAT10NS UNDER ROUTINE ENTRNICE PPE (EXCEPT PLASTIC PIPE) NORMAL EARTH FOUNDATION ROCK FOUNDATION 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. PiPE PROJECTION ABOVE GROUND LINE M I. x t MIN. 1 S x U UN. 5 C 5. REGULAR BACKFILL MATERIA. MAY BE USED IN LEU OF CLASS IBACKFILL MATERIA_ FOR Mlr 1 MIN 1 .5 x U 5 U _. P F F TO 0 ISL ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND r TOP . F F It W Of CJ W LESS IN DIAMETER WITH HEIGHT OF COVER t5' OR LESS. -. .... .. .•. ', •.�. ,: �-. , : , rr rrr.�. � r/ir-, 6. BEDDING MATERIA- AND CLASS IBACKFLL MATERNA_ MAY BE ELIMINATED rOR SHOULDER - rr rr _ SLOT NLET (DI -13) OUTLET PiES INSTALLATIONS. GROUND i NE GR IN Ot D 1 L E N ELLIPTICAL PIPE Q (A L S, - OUTSIDE SPAN DIMENSION OF PIPE. UZ 2. S2 - INSIDE SPAN DIMENSION OF PPE. II :I� I ,11__11(' 1! EAR - ,/,:../•f�i! II-� BOCK CR 3 R - OUTSDERISE DIMENSION PIPE. � -A'M'J. 1/10 D - DI\G ��'_ 4. X - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. MAW. '!'0 J X U x ---BE'DING MATFRIA_ _ SOIL '/? cCR SOIL X 0 X X - 12" WHERE S2 IS LESS THAN 35". 1' O) H MI\ 8" �B_CDING X - 1a" WHERE Spp IS 36- ANO GREATER � Q MAX. 24" NATFRIAL S. WHERE DIRECTED BY THE ENGNEER.BEDDNG MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATION ROCK FOUNDATION NORMAL. EARTH FOUNDATIONS UNDER R TR PIPE WHERE S 38" OR ENTRANCE 2 GEDDING MATEP.tAL IN ACCORDANCE :YITH E_y3gNKMrNT ' SECTION 302 J= THE ROAD AND BRIDGE NOTES= SPECIFICATIONS, FCR GENERAL NOTES ON -W 3EO]rNC. LESS AND HEIGHT OF COVER 15.OR LESS. IIT _Oi ... `aP-CIFICATIONS. REGI;LAR BACKFIN 1.. MATERIAL IN ACCORDANC- CM SHEET 107.00.. OF THr cOR PLASTIC --IPF Cl ASS . FACKi LL MA-'_RIAL WITH SECTION 302 ROAD ANS RRDCF CRUSTED GLASS CCNFORMIN, 10 THE SFCT1n% 302 CF 'HE RCAD SPECFCATIONE. Rr FCR RUN 6. REGULAR BACKFILL MATERIA_ MAY BE USED IN LIEU Of CLASS IBACKFLL MATERIA- FOR USF? N PLACE OF CLASS I BACKFILL. FCR ALL OTHER PIPE RFG.A AR BACKFILL MATERIAL IN ACCORDANCE 'AFI -i SECTION 302 OF THE ROAD ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND woaT INSTALL. OF PIPE CULVERTS AND STORM SEWERS HEIGHT OF COVER IT OR LESS. �20AU AIS, BRIDGE S-ANGARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" PIPE ARCH 1. S - SPIN DIMENSION OF PPE. �EVI5ION CATS 7712 v,3GN1A DEPAR'MENI 4- aRAkSPCRTATION 2. R - RISE DIMENSION OF PPE, I('.? Ot 3. 8 - SEE PC -1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" WHERE S2 IS LESS THAN 38", x - 18" WHERE $2 IS36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMA_ EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE 32 IS 36" OR. LESS AND HEIGHT OF COVER ib• OR LESS. 6. REGULAR BACKFILL MATERIA_ MAY BE USED IN LIEU OF CLASS IBACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE 5 IS 35" OR LESS NO HEK,7RT OF COVER IV OR LESS. SPECIFICATION ICATION REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS GENERAL NOTES Dar ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION /07.00 PB -I NO PROJECTION OF PIPE ABOVE GROUND LINE ''-OF DRAWN BY: JOB NO.: TGP 1702005 * a - GROUND LINE T = ----_ -_- GROUND - INE I = --" - -- BLIND L INE x - - tr -T1- I rrirr r. rte,. I=(i• ' -_Ill r i..r - - I •r,' Ilr� EARTH -'i II".-. ROCK OR .L'' IL rr rr _ LARIH z 'lip 1W'4YreIDING O Y �/� W �R I� 011 O O BEDDING r -MA 4=2 W -ERI& L, .- I MN, rr' �- y MIN. It )D U btlN. '%t0 U E, x '- BEDDING 17 �0 D x D x BEDDING O MATERIA: MATERIAL X D x PER !'OF H Q Q MIN. 8". MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PiPE PROJECTION ABOVE GROUND LINE M I. x t MIN. 1 S x U UN. 5 C VMN t AtlN D 5 . D -j Mlr 1 MIN 1 .5 x U 5 U _. P F F TO 0 ISL - c = I 0 O. ILL r TOP . F F It W Of CJ W cV) -. .... .. .•. ', •.�. ,: �-. , : , rr rrr.�. � r/ir-, •�-�- .�ri� �'/...r r,r.v. r. _._ - rr rr _ lJ V r r rr r r GROUND i NE GR IN Ot D 1 L E N -,.rr rrrrrrrr� Rt N b - L Q (A a N - I IN- UZ II :I� I ,11__11(' 1! EAR - ,/,:../•f�i! II-� BOCK CR 1 'r /�/�// i'''/ // �/, r _j7 . /, � -A'M'J. 1/10 D - DI\G ��'_ ,-." _ MAW. '!'0 J X U x ---BE'DING MATFRIA_ _ SOIL '/? cCR SOIL X 0 X HAIR 17(0 •D - `BEDDING �EART� 1' O) H MI\ 8" �B_CDING MATERIAL � Q MAX. 24" NATFRIAL FOUNDATION SOFT. YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL GEDDING MATEP.tAL IN ACCORDANCE :YITH E_y3gNKMrNT ' SECTION 302 J= THE ROAD AND BRIDGE NOTES= SPECIFICATIONS, FCR GENERAL NOTES ON -W 3EO]rNC. vP - a ra MTI F I. v� R.TS CLASS A KFI MAT .AIN. N ACCORDANCE SHE PISTALL ON C E CJL _ ..L SS - _ C _L OR5 GE E AL U'• E:i ROAD AND STORM SEW cR"- ` h WITH SECTION i F -H= R,.A AND RP7GF S C 10 C a R E IIT _Oi ... `aP-CIFICATIONS. REGI;LAR BACKFIN 1.. MATERIAL IN ACCORDANC- CM SHEET 107.00.. OF THr cOR PLASTIC --IPF Cl ASS . FACKi LL MA-'_RIAL WITH SECTION 302 ROAD ANS RRDCF CRUSTED GLASS CCNFORMIN, 10 THE SFCT1n% 302 CF 'HE RCAD SPECFCATIONE. Rr FCR RUN N ACCOP.DANCE YiTI- SIZE OLAREMEN-S CRL,SHF_R ANC BFI:;GE SPECIF)„ATICNS AG.•RFGATF SIZE 25 ANC 26 104- BE USF? N PLACE OF CLASS I BACKFILL. FCR ALL OTHER PIPE RFG.A AR BACKFILL MATERIAL IN ACCORDANCE 'AFI -i SECTION 302 OF THE ROAD AND BRUCE SPECIFICATQNS. woaT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SREFERE1TION REEF.ENCf �20AU AIS, BRIDGE S-ANGARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 102 SHtLl I CF 4 �EVI5ION CATS 7712 v,3GN1A DEPAR'MENI 4- aRAkSPCRTATION 303 I('.? Ot HO-_ �0_ � I m O N N I I I O O O Z r DRAWN BY: JOB NO.: TGP 1702005 C) ■ J j 0 JQO ■ 00Z Z z : O O �/� W w O O U D Q U W N U M U W LZLI QD O 7) O Cif N IZ az Q Q O N N I I I O O O Z r DRAWN BY: JOB NO.: TGP 1702005 J'N ■ J j 0 JQO ■ 00Z 5 a YJ / J �/� W w 1.- oO mw� N O N U M Z • U W LNJ oQ��� 7) O Cif N IZ ■ U DRAWN BY: JOB NO.: TGP 1702005 SCALE: DATE: 1"=20' 11/08/17 ■ O ■ N a wNME 1.- oO � O OU O N t>7 N L � • LNJ oQ��� I N N 3 az �.� W 0"--�0 C� O O a 0 Ld � "d- � .J W Of CJ W cV) U 0 o W�WLE• Q = Q (A - UZ L° E Z � W � Q r 00 T (7 F Al'H 4� �r TIM THY . PAINTER U . 0. 018260 J ©/JCQ(��SsS�NLt�4 SURVEY: C.I.: P -L, PLC 1' DRAWN BY: JOB NO.: TGP 1702005 SCALE: DATE: 1"=20' 11/08/17 SHEET: 16/1 general backfill 8" location marker ncnarai har4ell 24" select backfill 12" All backfill to be compacted to 95% of ASTM D698 maximum density. - t2„ STANDARD general baektill. finished grade dn Ld = down bend restrained length of pipe (PVC or DIP) deoptwh.d min. Lu= up bend restrained lengthof pipe (PVC or DIP) y D pipe diarnete r up bend !0\ depth D Each side of any vertical offset bend shall be restrained. In Lu addition, any joint that falls within the specified length on each side of the fitting shall be restrained. 45° D 8" 8"& 12" 18', 18' & 20" 24" Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 F0 \. . 100 120 120 Z" brass FIP cap 180 ZO i7i � ,r e" stone (CTS) both ends with 2' 2" brass HP 3,. THIS WATER SERVICE gate valve operating nut location 4. brick base _ 24" roadway box 24select location marker. " C) W 24" select marker � 27" - 29" 21 brass J backfill ` 2" brass90` bend backfill 6" stone with 1 /8" weep hole min. 2" brass concrete C N connections �r L E 0.- O O U Z N v stone U � ~ W W L ,2' 6,. ,r r 1/2 O.D.112 O.D. r `r Jr r L6' L concrete stone 12" CONCRETE CRADLE CONCRETE ARCH general backfill v F 8— 8.� location: marker r 24" select backfill r concrete V. CONCRETEENCASEMENT TRENCH & BEDDING MAR 18 finished grade dn Ld = down bend restrained length of pipe (PVC or DIP) deoptwh.d min. Lu= up bend restrained lengthof pipe (PVC or DIP) y D pipe diarnete r up bend !0\ depth D Each side of any vertical offset bend shall be restrained. In Lu addition, any joint that falls within the specified length on each side of the fitting shall be restrained. 45° D 8" 8"& 12" 18', 18' & 20" 24" Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 221/2' D 8" 8"& 12" 16, 18'& 20" 24- Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 11 1/4° D 6' 8" & 12" 18", 18" & 20' 24" Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- concrete pad 1'-6" diax 6" deep varies to property line — +{ 8" stone V\\ roadway box screw type 2" service saddle FF2" corp.stolp rFIP / PJ coupling MIP / PJ - coupling 2" CTS polyethylene 2„ ball valva curb - tubing (PET) 200 psi stop w/ 2" gate w/ SS inserts at all valve operating nut connections FEB 09 Valvco, Inc valve box assembly: lid: Figure No. 7 marked WATER top section: Figure No.7S26TO bottom. section: Figure No. 1BOB24 WATER MAIN FLUSHING ASSEMBLY .7. MAR 18 In addition to restraining each joint of thefitting, any joint that falls within the specified length of each branch of the fitting shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter 71'li D 8" 8" finished grade 18" 18" 20" 24" 6' stone F0 \. . 100 120 120 Z" brass FIP cap 180 ZO i7i � 21 brass nipple, 2"long e" stone (CTS) both ends with 2' 2" brass HP 3,. THIS WATER SERVICE gate valve operating nut {d / 4. brick base _ 24" roadway box -9- C) W 'll f- stone 2" CTS polyethylene 27" - 29" 21 brass J LJ 2" brass90` bend @ 6" stone with 1 /8" weep hole min. 2" brass - 2" brass MIP C N WATER MAIN FLUSHING ASSEMBLY .7. MAR 18 In addition to restraining each joint of thefitting, any joint that falls within the specified length of each branch of the fitting shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter 71'li D 8" 8" 12" 18" 18" 20" 24" L (ft) 60 80 100 120 120 140 180 TEE, CROSS WYE \ L \ / L = restrained length of pipe (PVC or DIP) D = pipe diameter 45°, 221/2°, 11 1/4° D 8" 8' 12" 18" 18" 20" 24" L {ft) 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- FEB 09 concrete pad 18"dia. x e deep finished grade 6" stone screw type adjustable valve box 48" min. location marker valve box adaptor jam valve restrained stone restraints to main [----18"t024"-11 8'x 8"x 18" solid block for 12" valve 6, 8" and 12" concrete pad 18" concrete pad 18" dia. x 8"deep finished grade dia. x 8"deep ..... ..... 8" stone screw type adjustable Note: valves if 8" stone 24" min. be bevel ear 48" min, valve box type 1 g screw type adjustable valve restrained t.. main valve box .................................... .... Note: valve e s hall . .. be spur ear . valve box valve box adaptor type adaptor .iw;vhv— 80' min. }. over -excavation valve :: Y restrained .....................+'::f,•woi`..................................... stone to main 8'x 8"x 18" solid block 8"x 8"x le' solid block Water Forced Sewer 11118, 20" and 24" GATE VALVE -5- APR 09 CertainTeed Rexus 24" manhole cover no. CDRU60EH 2" custom setter (meter by FCSA) �8" stone varies at property line saddle with (see note 3) 2' max. 12 gauge solid insulated copper wire for line tracing, PJ X FIP coupling: concrete pad 18° dia. 8' x 8" deep MIP plastic plug water main 120 (see note 4) 140 ball valve curb stop with PJ ZO i7i � angle ball valve; terminate with 12'tail piece]. e" stone (CTS) both ends with 2' (typical) O >- U W Q THIS WATER SERVICE gate valve operating nut {d / 4. m U METER INSTALLATION roadway box -9- C) W 'll O 2" CTS polyethylene 27" - 29" T J LJ tubing (PET) 200 psi @ 12" 48" min. w/ SS inserts at all ;. C N connections O' W Q= L E 0.- Y4" concrete wedge anchor bolt - 4 ea. 2" adjustment ring with butyl joint sealant on top and bottom standard flat top for 4' diameter manhole finished grade of pavement or earth r ' meter interface unit bracket furnished by FCSA and installed by contractor 3' riser section for N diameter manhole with cutouts •d & �8 NOTES: �8" stone solid support blocks under custom setter saddle with SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk, across street, 12 gauge solid insulated copper wire for line tracing, PJ X FIP coupling: corporation stop 8' taped at 10 foot intervals MIP plastic plug water main 120 (see note 4) 140 ball valve curb stop with PJ ZO i7i � angle ball valve; terminate with 12'tail piece]. CUTOUT DETAIL (CTS) both ends with 2' (typical) O >- U W Q THIS WATER SERVICE gate valve operating nut {d / 1 XFAND2" m U �8 NOTES: 8" 1. Water service crossing street shall be encased in 18" SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk, across street, 20" to one foot beyond sidewalk. 8' 2, Install 12 gauge solid insulated copper wire (for line tracing) 80 from corp. stop to into the meter box [wrap wire around 120 corp. stop; wire to be taped to top of PET at 10 foot 140 intervals; come up into meter box; wrap around bottom of ZO i7i � angle ball valve; terminate with 12'tail piece]. CUTOUT DETAIL o (typical) O >- U W Q THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE {d / 1 XFAND2" m U METER INSTALLATION Z -9- FEB 09 Both joints of the fitting shall be restrained. In addition, all joints within the specified length on the large side of the reducer shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter REDUCER L L --� L D In addition to restraining the connection, any joint that falls within the specified length shall be restrained. D8" 8" 12" 18" 18" 20" 24" L(ft) 80 80 1 100 1 120 120 140 160 VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- finished grade filter CertainTeed Rexus 24" manhole cover no. CDRU60EH finished grade of pavement or earth -� L = restrained length of pipe (PVC or DIP) D= pipe diameter FEB 09 :yoyl, 8'dia. schedule 40 steel %ga'if ---��� pipe filled with concrete'3y 3' and painted yellowfyr finished ms grade t> 7' 2' 18" dia. concrete :•, :;a Ij encasement •t,; R,".t •i:,; BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If installation is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. 13 — as required concrete pad V-8" dia. x 6" deep 2" min. - 6" max. 6" stone stone to be screw type adjustable valve box - minimum of 8" valve box adaptor above top of base locator marker stone jointl restraints 1 mechanical joint swivel teewfth 8" branch 3/n" concrete wedge anchor bolt - 4 ea. 2" adjustment ring with butyl joint sealant on top and bottom as necessary brace for sewer brace for water / standard 31 cone sewer � \ section for 4' \ valve diameter manhole'' . • //�\� brass nipple FIP X FIP lever ball \ a \r valve j water _ \ brass nipple \ valve 2" MIP X FIP corp stop \\�\ saddle \ 8"x 8"x 16"' � \ solid block ; (as required \� per pipe size) 6. 1 ` \ NOTES: 1. All piping shall be 2" diameter 2. For forced sewer 4" or less in diameter install tee In main (no saddle) 3. Quick disconnect (cam and groove) coupling a. coupling to be polypropylene b. FIP X mate adapter mates with, c. female coupler X MIP 4. Valve shall be H -Tech, Inc. a. water Model 993 w/2" NPT. connection b. sewer - Model 986 steel body w/2" NPT connection 5. Brace shall be 1-1/2'X 1-1/2' X 3/16' aluminum angle w/u-bolt around elbow of valve COMBINATION AIR RELEASE AND VACUUM VALVE VAULT -11- APR 09 stone MAR 18 m d � O 1- I - JQ O ��i.�i��i��i „'- z g mechanical joint swivel teewfth 8" branch 3/n" concrete wedge anchor bolt - 4 ea. 2" adjustment ring with butyl joint sealant on top and bottom as necessary brace for sewer brace for water / standard 31 cone sewer � \ section for 4' \ valve diameter manhole'' . • //�\� brass nipple FIP X FIP lever ball \ a \r valve j water _ \ brass nipple \ valve 2" MIP X FIP corp stop \\�\ saddle \ 8"x 8"x 16"' � \ solid block ; (as required \� per pipe size) 6. 1 ` \ NOTES: 1. All piping shall be 2" diameter 2. For forced sewer 4" or less in diameter install tee In main (no saddle) 3. Quick disconnect (cam and groove) coupling a. coupling to be polypropylene b. FIP X mate adapter mates with, c. female coupler X MIP 4. Valve shall be H -Tech, Inc. a. water Model 993 w/2" NPT. connection b. sewer - Model 986 steel body w/2" NPT connection 5. Brace shall be 1-1/2'X 1-1/2' X 3/16' aluminum angle w/u-bolt around elbow of valve COMBINATION AIR RELEASE AND VACUUM VALVE VAULT -11- APR 09 stone MAR 18 m Q W HUQ"-J Z O/��(ZwrQ V/ v W ir JO�Iip =lU>0Z U0ofQO ZofW 0 Oz D W Q CX =U�t? 0DZWO jR Llj J 6 CD O 1- I - JQ O Z „'- z g Z � ZO i7i � W o�W^ o U U O >- U W Q O U W Q CL LQ {d / LLJto O Q m U 3 tD Z C) W 'll Q W HUQ"-J Z O/��(ZwrQ V/ v W ir JO�Iip =lU>0Z U0ofQO ZofW 0 Oz D W Q CX =U�t? 0DZWO jR Llj J 6 ■ U CD J p N O JQ O Z „'- JZ� � V) > t4.✓L J W o�W^ o N to M W CA vi {d / LLJto O Q m U 3 tD Z C) W 'll O (70� -O Q ■ U ■ O ■ C14 E r 0) o n / �'► Lo N Lo N Lo vi {d / LLJto O Q N 3 tD to (D 'll W (70� -O Q J LJ d -q- 1 @ 1 W fYV U W C N W O' W Q= L E 0.- O O U Z N v Z U � ~ W W Q 00 V) Z J W W Cn O LZ TH OF Dl TIM THY . PAINTER Lic. o. 018260 014 �S'iD ti�w �s l sFONAL SURVEY: C. I.: P -L, PLC 1' DRAWN BY: JOB N0. TGP 1702005 SCALE: DATE: 1"=20' 11/08/17 SHEEP: 18/19 2 6"- 13" a. a ` 7" 1 6" I 24" 6" COMBINATION CURB & GUTTER (CG -6 N.T.S. (SEE V.D.O.T (CG -6) & WVDOT ROAD and BRIDGE STANDARDS FOR ADDITIONAL INFORMATION.) f6" i i 13" 2•'1, 1 " ° 4-i 7" 6" ( 24" j 1 6" COMBINATION CURB & GUTTER REVERSED (CG -6R) N.T.S. (CG -6R SHALL NOT BE USED IN V.D.O.T. RIGHTS-OF-WAY.) — 5'-0" EXP. JNT. MATERIAL (OR AS SHOWN ON PLANS) Slope: 1/4": 1'-0" - d CG -6 (Typ.) 4" CRUSHED STONE L 4" CONCRETE SIDEWALK TYPE "A" CONCRETE (f'c=3500 PSI) - 6"x6"xW1.4xW1.4 WWM REINFORCEMENT (1.5" MINIMUM COVER) ON-SITE 4" CONCRETE SIDEWALK DETAIL N.T.S. 5'-0" (OR AS SHOWN ON PLANS) Slope: 1/4": 1'-0" J 4" V.D.OT. #57 STONE BEDDING 4" CONCRETE SIDEWALK TYPE "A" CONCRETE (f'c=3500 PSI) ^- 6"x6"xW1.4xW1.4 WWM REINFORCEMENT (1.5" MINIMUM COVER) STANDARD 4" CONCRETE SIDEWALK DETAIL N.T.S. Vories - (OR AS SHOWN ON PLANS) Slope: 1/4": 1'-0" 4" (Min.) V.D.OT. #57 STONE BEDDING 6" CONCRETE SLAB -ON -GRADE TYPE "A" CONCRETE (f'c=3500 PSI) - 6"x6"xW2,9xW2.9 WWM REINFORCEMENT (2.5" MINIMUM COVER) DUMPSTER PAD: 6" CONCRETE SLAB -ON -GRADE DETAIL 4" 6„ 24"0-- PR. 4"0-- -- PR. ANCHOR BOLTS (Typ.) THE SIZE, SPACING, AND QUANTITY SHALL BE AS SPECIFIED BY THE MANUFACTURER PR. #3 TIES — -- - 12" O.C. PR. (8) #5 VERTICAL B_-_ —(6) #6 VERTICAL BAR! PR. 24"0 x 6'-0 REINFORCED CONCRETE LIGHT POLE BASE - PR. #3 TIES 12" O.C. PR. ANCHOR n�i Tc `yp ) PR. (8) #5 VERTICAL BARS or (6) #6 VERTICAL BARS (Typ.) SECTION A -A NOTES: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) AND THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. - THE CONCRETE SHALL A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAY CURING TIME. - THE STEEL REINFORCEMENT SHALL BE GRADE 60 STEEL (Fy=60,000 PSI). - LATERAL PASSIVE EARTH PRESSURE SHALL BE 275 PSF/FT DEPTH, MINIMUM. - THE FOUNDATION DESIGN HAS BEEN BASED ON A 25' POLE HEIGHT. - THE LIGHT FIXTURES AND POLE DESIGN SHALL BE BY OTHERS. SEE THE SITE PLAN FOR LIGHT LOCATIONS. SITE LIGHTING: LIGHT POLE BASE DETAIL N.T.S. HEAVY 2" SM -9.5A BITUMINOUS 2" SM -9.5A BITUMINOUS CONCRETE SURFACE COURSE CONCRETE SURFACE COURSE 3" BM -25.0 BITUMINOUS ■ J CONCRETE BASE COURSE 6" V.D.O.T. 21-B STONE J <t Z BASE COURSE 8" V.D.O.T. 21-B STONE N BASE COURSE UNDISTURBED EARTH OR H((n> PROPERLY COMPACTED SOIL UNDISTURBED EARTH OR SUBGRADE PROPERLY COMPACTED SOIL SUBGRADE 00 UGHT NOTE: -THE HEAVY PAVEMENT SECTION SHALL BE APPLIED IN THE PROPOSED ENTRANCES THROUGH THE 24' AISLES AROUND THE SIDES AND REAR OF THE BUILDING PARKING FACILITIES. -THE LIGHT PAVEMENT SECTION SHALL BE APPLIED TO THE PROPOSED PARKING STALL AREAS AND TRAVEL AISLE IN THE FRONT PARKING AREA OF THE BUILDING, NOT SUBJECT TO TRUCK TRAFFIC, WHICH ARE NOT TO RECEIVE THE PAVER SECTION. -PAVERS SHALL BE INSTALLED IN THE DRIVEWAY UNDER THE ENTRY CANOPY, ONLY. (SEE PLANS FOR ADDITIONAL INFORMATION) ON-SITE PAVEMENT DETAILS N.T.S. GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINTED) CAP) FILLED WITH CONCRETE (PAINTED) STEEL 'SLEEVE' SLIPPED OVER 6" 0 STEEL PIPE FILLED W/ CONCRETE (PAINTED) C3 X 4.1 GATE FRAME tjRir- DETAIL N.T.S. GATE HINGE - REFER TO GATE HINGE DETAIL— C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1/4"X8"X8" WELD 2"X4" TREATED WOOD BLOCKING AT CORNERS BOLTED TO CHANNEL W/ 3/8" 0 5/8" THREADED ROD- WELDED CADMIUM PLATED BOLTS AT1'-0" O.C. TO STEEL GUSSET PLATES —] 18 GA. STEEL DECK 7 PAINT PER OWNER SPEC. TURNBUCKLES —, I 0 � STANLEY 1010 STEEL 18---/ 0 CANE BOLT -ONE PER GATE CASTER -ONE PER GATE DUMPSTER PAD: ENCLOSURE GATE DETAIL N.T.S. WALL CAP PER ARCH. 8'-0 SITE MONUMENT SIGN SCHEMATIC DETAIL N.T.S. 12" SPLIT -FACE CMU PER ARCH. DUROWALL JOINT REINFORCEMENT 11.625" EVERY OTHER COURSE 5.81"— 7'-8- #5 RE -BARS ® 48" o.c. VERTICAL (Typ.) #5 "C -TYPE RE -BAR GROUT CORES SOLID WITH = v— SPACED ® 48" o.c. 2000 PSI GROUT (Typ.) I (18" Horiz., & 39" Vert.) N --� 12" _ _ 12" I— i .17 24" Min. #4 BARS ® 12'- O.C. (Cont) 10" NOTES: #5 BARS ® 24" o.c.-­"4 ? " ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. I ALL CMU SHALL HAVE A PRISM STRENGTH OF 2000 psi (f'm=2000 psi). STEEL REINFORCEMENT SHALL BE ASTM A615, GRADE 60 STEEL (Fy=60 KSI). 3" CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. A 36" SOIL BEARING CAPACITY SHALL BE A MINIMUM OF 2000 psf. 36"x10" WALL y(2) #4 BARS EQUIVALENT FLUID PRESSURE = 45 pcf; AND SOIL WEIGHT = 115 pcf. FOOTING (Cont.) (Cont.) FACTORS OF SAFETY: SLIDING = 1.5; OVERTURNING = 2.0 PROPOSED DUMPSTER PAD CMU WALL ENCLOSURE DETAIL N.T.S. 1.2 ti �2 m ®- ++ RESERVED RESERVED 12 x18' STD. PARKING PARKING TRUNCATED DOMES 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. ■ J J > 0 J <t Z 00 ■ N 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. H((n> to CL J (o LN LN 5. REQUIRED BARS ARE TO BE NO. 5 x 8' PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID—DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1'/2". 00 mN=� 000 O LOv STD. "U" -CHANNEL ACCESSIBLE U LIJ WL oQ O N 3 AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT OF CURB/CURB AND GUTTER. I SIGN POSTf— OOO W 00 `I 7. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. 000 OO OOO Q O O LOf TJ 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN THE PLANS OR AS DIRECTED 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 IS U U w I 54" n ioo-ero r inro-aoo mr�wr me wM-awr mwc SIDEWALK EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC... WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP 000 o Q Z LU LLI Z p a� RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. o Z�_ U � � LL_W 0 0 Q_ Q Do a VAN TYPICAL p U U ACCESSIBLE HANDICAPPED Z O N SIGN SIGN O_ ` _.PR. FINISH GRADE C7 C� LLJ 30" f = Q Q HANDICAP SIGN DETAIL N.T.S. VAN ACCESSIBLE SIGN------- --- k 1 3' Min. or 5' (See Plan) END OF STALL: CURBING OR STRIPING (See Plan) WHITE PAVEMENT MARKINGS: 4" WIDTH AND LENGTH AS SHOWN ON THE PLANS WHITE HDCP SYMBOL IN ACCORDANCE WITH ADA REGULATIONS ON A SOLID BLUE BACKGROUND WHITE PAVEMENT MARKINGS: 4" WIDTH, 24" O.C. AT 45' ANGLE NOTES: ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE ADA ACCESSIBILITY REGULATIONS FOR BUILDINGS AND FACILITIES THE PAINT SHALL BE NON-REFLECTORIZED, ACRYLIC LATEX, TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY, OR APPROVED EQUAL. THE SIGNAGE MAY BE INSTALLED ON THE BUILDINGS WILL PROPER APPROVAL FROM THE LOCAL BUILDING OFFICIAL. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREAS. HANDICAPPED SPACES: PARKING LOT STRIPING DETAILS PERMISSABLE CONSTRUCTION JOINT ST'D CG OR CG- 20: A TRUNCATED DOMES TANGENT PLAN TRUNCATED DOME DETAIL STD. CG -2 Q 7" WHERE STD. CG -3 CG -7 IS USED. SECTION A—A /5 DOWELS, 8• LONG b 12" C—C ERMISSABLE LOPE: 12:1 CONSTRUCTION JOINT MAXIMUM CURB SECTION 8-8 (j am jj ATM, 2" HIGHER THAN II II EDGE OF PAVEMENT AT M M, SAME AS 2 TOP OF CURB. MIN TYPICAL PLACEMENT TYPE C (PARALLEL & PERPENDICULAR) AT INTERSECTION APPLICATION WITH BUFFER STRIP THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" x 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST—IN—PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). 2 all, C—C TRUNCATED DOMES 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. ■ J J > 0 J <t Z 00 ■ N 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. H((n> to CL J (o O�W.O-N 5. REQUIRED BARS ARE TO BE NO. 5 x 8' PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID—DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1'/2". 00 mN=� 000 O LOv 6. CURB/CURB U LIJ WL oQ O N 3 AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT OF CURB/CURB AND GUTTER. 000 OOO W 00 `I 7. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. 000 OO OOO Q O O LOf TJ 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN THE PLANS OR AS DIRECTED 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 IS U U w C a� SIDEWALK EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC... WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP 000 o 000 o 00 Q= � U a� RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. o Z�_ U � � LL_W 9 RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN VARIABLE 3' MIN. PAY LIMITS THE LIMITS OF THE CROSSWALK. 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". CG -12 DETECTABLE WARNING SURFACE TYPE C (PARALLED & PERPENDICULAR) APPLICATION N.T.S. VIRGINIA DEPARTMENT ARTMENT 203.05 or TRANSPORTATION 2003 O N N ►L- O i U) n r�IcVI�-IU r O P -L, PLC 1' J 'N ■ J J > 0 J <t Z O 00 ■ N H((n> to CL J (o O�W.O-N Lu (C)cJ mN=� ,� cV ■% mU LOv Z U LIJ WL oQ O N 3 ■ P -L, PLC 1' DRAWN BY: JOB NO.: ■ J O SCALE: DATE: ■ N a Lu (C)cJ � ,� o ■% N N LOv I) V ♦ WL oQ I �� N 3 a� W CDCD G^�c w'> Lo Q LOf TJ U U w C a� li o �- o W Q= � U a� 2 o Z�_ U � � LL_W Q Do a H OF PI U TIMOTHY . PAINTER L1 o. 018260 �SSIONAL SACS SURVEY: P -L, PLC 1' DRAWN BY: JOB NO.: TGP 1702005 SCALE: DATE: 1"=20' 11/08/17