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HomeMy WebLinkAboutSDP201700004 Plan - Approved Final Site Plan and Comps. 2018-02-27EXIST NEW DESCRIPTION 16� TC X 125 TC TOP OF CURB ELEVATION 19 X 1.25 SPOT ELEVA11ON 11f -TW X 125 TW TOP OF WALL ELEVATION 16 BW X 125 BW BOTTOM OF WALL ELEVATION BENCHMARK -----,---, STORM SEINER 1a —RD ROOF DRAIN _— SEWER LINE ---- 6 W -_ WATER LINE �s -- GAS -- GAS LINE -- OHE -- OVERHEAD ELECTRIC WIRE LOGE - UGE -- UNDERGROUND ELECTRIC --- OHT -- OVERHEAD TELEPHONE LINE --- GGT -- UNDERGROUND TELEPHONE LINE �-� LIGHT POLE UTILITY POLE PROPERTY LINE - - — ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK — PARKING SETBACK �_-� ----- SANITARY EASEMENT GRADING EASEMENT —_ - DRAINAGE EASEMENT — --- UTILITY EASEMENT _. ---- - - WATER EASEMENT _-- _- ACCESS EASEMENT STORM .DRAINAGE EASEMENT * V-� TREE LINE - ---- - - . FENCE STREAM 312-- 12— INTERVAL CONTOUR _300— --- oa -- INDEX CONTOUR CG -2 CG -2 DRAIN INLET (DI) CURB CG -6 STORM/SANITARY MANHOLE C C PLUG - [ w"1 WATER VALVE do BOX FIRE HYDRANT WATER METER �-� LIGHT POLE UTILITY POLE PROPERTY LINE - - — ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK — PARKING SETBACK �_-� ----- SANITARY EASEMENT GRADING EASEMENT —_ - DRAINAGE EASEMENT — --- UTILITY EASEMENT _. ---- - - WATER EASEMENT _-- _- ACCESS EASEMENT STORM .DRAINAGE EASEMENT * V-� TREE LINE - ---- - - . FENCE STREAM 312-- 12— INTERVAL CONTOUR _300— --- oa -- INDEX CONTOUR CG -2 CG -2 STANDARD 6" CURB CG -6 CG- 6 COMBINATION 6" CURB do GUTTER NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOR TRAIL E3LOCK5 55 205 2 1 TMF 055EO 0 1 A I -000A,er WHITE HALL DISTRICT, ALE3EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1,000' IMAGE PROVIDED BY GOGGLE MAPS SHEET INDEX C I - COVER SKEET C2 - PROFFERS C3 - EXISTING CONDITIONS * DEMO C4 -SITE OVERVIEW C5 - C6 - C7 - C8 - C9 - CIO - CI I - C12 - C 13 - C 14 - C15 - C16 - C17 - C18 - C19 - C20 - C21 - BLOCK 5 SITE PLAN AND UTILITIES BLOCK 20 SITE PLAN AND UTILITIES BLOCK 21 SITE PLAN AND UTILITIES BLOCK 5 GRADING PLAN BLOCK 20 GRADING PLAN BLOCK 21 GRADING PLAN PRIVATE ROAD PLANS AND PROFILES INTERSECTION 51Gt1T DISTANCE SITE DETAILS UTILITY DETAILS BLOCK 5 LANDSCAPE PLAN BLOCK 20 LANDSCAPE PLAN BLOCK 2 I LANDSCAPE PLAN TREE PRESERVATION PLAN LIGHTING PLAN STORM WATER PROFILES WATER AND SANITARY PROFILES OWNER / DEVELOPER Owner: March Mountain Properties, LLC. 1005 Heathercroft Circle, STE 100 Crozet, VA 22932 Developer: Denico Development Co. 1430 Rolkin Court,. Suite #301 Charlottesville, VA 22911 ZONING NMD - Neighborhood Model District (For Portion of Parcel Subject To Site Plan) Entrance Corridor Overlay Original Approved ZMA 2004-024 Amended ZMA 2008-05 Amended ZMA 2015-01 LEGAL REFERENCE TMP 055EO-01-00-00OA1 - DB 4945 PG 4040 - DB 5016 PG 134-147 (Plat) BENCHMARK NAVD88 SOURCE OF BOUNDARY & TOPO Boundary survey information provided by: Roudabush, Gale, & Associates, Inc. 914 Monticello Road, Charlottesville, VA 22902 (434) 977-0205 Boundaries shown on an unrecorded plat based on the proposed Blocks 5, 20, & 21 subdivision dated 07/20/2016, revised 10/04/2016 Topographic survey provided by: Roudabush, Gale, & Associates, Inc. Date Completed: 08/16/2012 Curb and Gutter Survey and Field Verification completed on 05/03/2016 Proposed development will be subdivided from TMP 55E -01-A1. A title report was not provided. All easements and encumbrances may not be shown on this plan. SETBACKS Block 5: Front: Min.=O' Mox=25', Side: Min=O", Rear: Min=O' Block 20: Front: Min=5' Max=25', Side: Min=01% Rear: Min=5' Block 21: Front: Min=5' Max=25', Side: Min=O°, Rear: Min=5' EXISTING USE Vacant Land PROPOSED USE Multi -family & Townhome Units Building 100: Building 102: (7) 2 Bedroom Apartment Units (19) 1 Bedroom Apartment Units Building 101: (26) 2 Bedroom Apartment Units (33) 1 Bedroom Apartment Units (4) 3 Bedroom Apartment Units (48) 2 Bedroom Apartment Units Building 103: (5) 3 Bedroom Apartment Unitas (18) 1 Bedroom Apartment Units (27) 2 Bedroom Apartment Units (3) 3 Bedroom Apartment Units 190 Total Residential Units 16.5 Units Per Acre Gross Residential Density On October 5th, 2016, the Board of Supervisoirs approved a special exception for this area, subject to the following conditions: The Maximum number of units permitted in Block 20 shall be 90 units. The minimum number of units in Block 21 shall be 5 units. BUILDING HEIGHT Maximum: 4 Stories or 60' FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO237D), approximately 17 SF of the property lies within the Zone AE 100 -year flood plain. This area will not be disturbed. PARKING SCHEDULE Proposed Use: Required Multi -Family Units/Townhomes: 1.5 Spaces Per 1 Bedroom Unit 2 maces Per 2+ Bedroom Unit 1.5 X 70 Units = 105 Spaces 2 X 120 Units = 240 Spaces = 345 Total Spaces Required Total Number of Spaces Provided: 347 Spaces (includes 12 van handicap accessible) WATER & SANITARY SERVICES All water and sanitary sewer services are 'to be provided by the Albemarle County Service Authority. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site pian amendment. LANDSCAPING CANOPY Required Canopy: 75,990 SF Provided Canopy. 87,591 SF CRITICAL SLOPES There are preserved slopes shown within this property. Disturbance of the slopes are allowed per the approved Old Trail Master Plan. See sheet C3. WATERSHED This site is located within the Lickinghole Creek Watershed. This site is located within a water supply protection area. ENTRANCE CORRIDOR Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 0 SF 0.0% Sidewalk 3,309 SF 0.7% Impervious area 3,309 SF 0.7% Open space 498,252 SF 99.3% Total= 501,561 SF (11.51 ac.) PROPOSED Area % Building 76,886 SF 15.2% Pavement 101,215 SF 20.0% Sidewalk 19,025 SF 3.8% Impervious area 197,126 SF 39.3% Open space 304,435 SF 60.7% Total= 501,561 SF (11.51 ac.) Note: Land Use Schedule includes 1.63 acre Open Space Parcel TMP 055EO-01-Al-00OS1 SIGNS All signs shall conform with the MUTCD Guidelines. ITE TRIP GENERATION ITE Code #: 221 AM Peak TPH: 93 PM Peak TPH: 119 Total Trips Per Day: 1,360 ..11 a . ,. . CURRENT DEVELOPMENT ENGINEER ?.`&u� dr- ALBEMARLE COUNTY SERVICE AUTHORITY E OFFICIAL I WAR REVIEW BOARD DATE 2 -Al --I$ 01tq-1rU--- U 3U IN Sfff IP 2 {jjjf� w �r CONCRETE PAVEMENT j SIDEWALK RIPRAP ASPHALT TTT GRASS EC -2 MATTING EC -3 MATTING -----,---, WETLAND 1a �a PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE /FN CG -"12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE DEVELOPMENT PLAN FOR TRAIL E3LOCK5 55 205 2 1 TMF 055EO 0 1 A I -000A,er WHITE HALL DISTRICT, ALE3EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1,000' IMAGE PROVIDED BY GOGGLE MAPS SHEET INDEX C I - COVER SKEET C2 - PROFFERS C3 - EXISTING CONDITIONS * DEMO C4 -SITE OVERVIEW C5 - C6 - C7 - C8 - C9 - CIO - CI I - C12 - C 13 - C 14 - C15 - C16 - C17 - C18 - C19 - C20 - C21 - BLOCK 5 SITE PLAN AND UTILITIES BLOCK 20 SITE PLAN AND UTILITIES BLOCK 21 SITE PLAN AND UTILITIES BLOCK 5 GRADING PLAN BLOCK 20 GRADING PLAN BLOCK 21 GRADING PLAN PRIVATE ROAD PLANS AND PROFILES INTERSECTION 51Gt1T DISTANCE SITE DETAILS UTILITY DETAILS BLOCK 5 LANDSCAPE PLAN BLOCK 20 LANDSCAPE PLAN BLOCK 2 I LANDSCAPE PLAN TREE PRESERVATION PLAN LIGHTING PLAN STORM WATER PROFILES WATER AND SANITARY PROFILES OWNER / DEVELOPER Owner: March Mountain Properties, LLC. 1005 Heathercroft Circle, STE 100 Crozet, VA 22932 Developer: Denico Development Co. 1430 Rolkin Court,. Suite #301 Charlottesville, VA 22911 ZONING NMD - Neighborhood Model District (For Portion of Parcel Subject To Site Plan) Entrance Corridor Overlay Original Approved ZMA 2004-024 Amended ZMA 2008-05 Amended ZMA 2015-01 LEGAL REFERENCE TMP 055EO-01-00-00OA1 - DB 4945 PG 4040 - DB 5016 PG 134-147 (Plat) BENCHMARK NAVD88 SOURCE OF BOUNDARY & TOPO Boundary survey information provided by: Roudabush, Gale, & Associates, Inc. 914 Monticello Road, Charlottesville, VA 22902 (434) 977-0205 Boundaries shown on an unrecorded plat based on the proposed Blocks 5, 20, & 21 subdivision dated 07/20/2016, revised 10/04/2016 Topographic survey provided by: Roudabush, Gale, & Associates, Inc. Date Completed: 08/16/2012 Curb and Gutter Survey and Field Verification completed on 05/03/2016 Proposed development will be subdivided from TMP 55E -01-A1. A title report was not provided. All easements and encumbrances may not be shown on this plan. SETBACKS Block 5: Front: Min.=O' Mox=25', Side: Min=O", Rear: Min=O' Block 20: Front: Min=5' Max=25', Side: Min=01% Rear: Min=5' Block 21: Front: Min=5' Max=25', Side: Min=O°, Rear: Min=5' EXISTING USE Vacant Land PROPOSED USE Multi -family & Townhome Units Building 100: Building 102: (7) 2 Bedroom Apartment Units (19) 1 Bedroom Apartment Units Building 101: (26) 2 Bedroom Apartment Units (33) 1 Bedroom Apartment Units (4) 3 Bedroom Apartment Units (48) 2 Bedroom Apartment Units Building 103: (5) 3 Bedroom Apartment Unitas (18) 1 Bedroom Apartment Units (27) 2 Bedroom Apartment Units (3) 3 Bedroom Apartment Units 190 Total Residential Units 16.5 Units Per Acre Gross Residential Density On October 5th, 2016, the Board of Supervisoirs approved a special exception for this area, subject to the following conditions: The Maximum number of units permitted in Block 20 shall be 90 units. The minimum number of units in Block 21 shall be 5 units. BUILDING HEIGHT Maximum: 4 Stories or 60' FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO237D), approximately 17 SF of the property lies within the Zone AE 100 -year flood plain. This area will not be disturbed. PARKING SCHEDULE Proposed Use: Required Multi -Family Units/Townhomes: 1.5 Spaces Per 1 Bedroom Unit 2 maces Per 2+ Bedroom Unit 1.5 X 70 Units = 105 Spaces 2 X 120 Units = 240 Spaces = 345 Total Spaces Required Total Number of Spaces Provided: 347 Spaces (includes 12 van handicap accessible) WATER & SANITARY SERVICES All water and sanitary sewer services are 'to be provided by the Albemarle County Service Authority. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site pian amendment. LANDSCAPING CANOPY Required Canopy: 75,990 SF Provided Canopy. 87,591 SF CRITICAL SLOPES There are preserved slopes shown within this property. Disturbance of the slopes are allowed per the approved Old Trail Master Plan. See sheet C3. WATERSHED This site is located within the Lickinghole Creek Watershed. This site is located within a water supply protection area. ENTRANCE CORRIDOR Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 0 SF 0.0% Sidewalk 3,309 SF 0.7% Impervious area 3,309 SF 0.7% Open space 498,252 SF 99.3% Total= 501,561 SF (11.51 ac.) PROPOSED Area % Building 76,886 SF 15.2% Pavement 101,215 SF 20.0% Sidewalk 19,025 SF 3.8% Impervious area 197,126 SF 39.3% Open space 304,435 SF 60.7% Total= 501,561 SF (11.51 ac.) Note: Land Use Schedule includes 1.63 acre Open Space Parcel TMP 055EO-01-Al-00OS1 SIGNS All signs shall conform with the MUTCD Guidelines. ITE TRIP GENERATION ITE Code #: 221 AM Peak TPH: 93 PM Peak TPH: 119 Total Trips Per Day: 1,360 ..11 a . ,. . CURRENT DEVELOPMENT ENGINEER ?.`&u� dr- ALBEMARLE COUNTY SERVICE AUTHORITY E OFFICIAL I WAR REVIEW BOARD DATE 2 -Al --I$ 01tq-1rU--- U 3U IN Sfff IP 2 {jjjf� w PROFFER STATEMFNT Site plan applicable lo any portion of block 30 or 31, 11ie trall -.hall be constructod to the County Housing Development Authority, Farmers Home Adminj,,,tratiofl, or Housing and Urban Developrn�erkt, Section 8, whichever comes fir�3t (the "AffordableTeVin"). 01.0 TRATL VILLAG E standards -for a Class A trail,'with a gurface of t�-ompactcd stone dust. Date: January 13, 2016 7MA #: ZMA 2015-000011 Old1raill Vilhige Amendment #3 Tax Map Parc,0 Nualbors,, 055L,',O:�O 1-00-000A I (excluding those portions that lie outside the zoning boundary for ZMA 2004-024), 055ED-0 1-00-09W, 055E,0-0 I -00-00OA3 ,,, 0,5513-10-01-00-000,A4, 055EQ" 01-00-00OA5, 05W,�0-0 1 �3 A-00 100, 055F-.0012701000, 055E-0012701 100, 055EO012701200, 055E001,270,11300, 05110012701400, OSSE0012701500, 05 �5F,00 J 270 1 Oof), 055E0012701700, 055�E001270190Q, 05-51-�Qo 1270-1900, 0_5 5 f �'X 0 0 12 7 022 0 0 0 055 E001 2702100, 055EO012702200, 055EOOtl.2702300,055HO10127()2400 and 055EO,012702500. Tbe� Owner of the parcelo identified herein above (the I'ProperV') is March Mountain Properties, L,L.C., -a Virginia limited liability eomparly Otte ;'Ownce')� Thi's Proffer Statement shall relate to the Code of Developiuntfor Qld:Trail Village approved aq part of ZMA. 2004-024, as amended by ZMA 200"5, as, further amendedby 4MA 2,014-00004., and.as further amended by ZMA 2015-00001, as such Code of Development may bv;imioded fioin tim to time in the future '111 accordattee with the Albemarle County .Zoning Ordinance (Ibe"'Code of Developmerif'), and to.the Application Plan prepared by'rimmons Group epti ed "Old Trail villag o nip&Z -024 Gencral Development Plan last revised by Roudabush, �MA 0 Gale&Assfx-iates with a � latest revision datuof January 14, 2016, and including any previou sly approved amendments thereto (the. ;'A pplicatioii P [ail The Oiync�r herelj�y vQ1ii I atarily proffers that if tile Albemarle County Board of Supervisors acts to tc7ono the Prppe M, as re-queSt I Ld,the Qwnershall develop the Property Ili accordwiththe following proffers pursuant to Section .1 512�;41 03 of the Cod v, of Virginia, 19 5 0, as arriencied, and punivarit, to Sect ion 3 33 of the Albemarle ColliltY Zoning. Qrdjnan"� The -e condiflon5 are voluntarily proffered as part of tile requestedrezoning.. and t I he 0 wrier acknowledges that (1) the rezoning. itself gives rise to the need for the conditions4 and ('�) such conditions have a reasonable relation to the rezoning requested. This -proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 200.4-0224. ZMJA 2608-05, and ZMA 2014-000,04. if rezoning ap licat* n ZMA 2015-00001 is deni d. these proffers shall immediately be null and void and of no further ,p force and effect. 1. "r ext SRace: Eark,lAnd and Greenway Dedication. The Owner shall devote a minimum of twenty percent (20%,) of the Ind within the Property to green space as shown on sheet 5 of 9 ofthe General Devel . opment Plan - Of this. green space land. within five (5) -years after the date that ZMA 2004-024 is approved by the Coun%.. or within th). , rty,(30) days after the.�reque.st of the. County, whichever is sooner, the Owner shall dedicate to the. County for pubI , ic, use. for parks and open space resources and for a greenway, a 15 -acre. park. re may area,. and a 6.7 -acre greenway area, each as further shown on sheet 5 of 9 Of the General Devel me -at Plan (c.,ollectively the "Park and Greenway Area�'). After it is dedicated op topublic use,. the Park- and G nway Area shall cont.inue to be included in the total area of green. space. and amenities -within, tho Propq�rty% At The time of the- conveyance and dedication, the. Park and Greenway Area land w i il be subjectAo the . Archi.m.cturdl,and Lat4cape . Standards for Old 'Trail Village, as provided in the Code of Mlvelopmeat. Tht� remaining green space land within. the Property that will, not be dedicated to the County for public use shall be inairitai . ned by the -Old. Trail Owner's Association. The dedication of the Farkand Greenivay Arealand shall be a fee simple interest in s4ch land. If the Park and Greenway Area land ig, not.dedicated as. part' of a site plan.or subdivision plat, the Owner shall. pay the costs of surveying the land and prep*ing the deed of dedication. The. Owner shall. construct the trail through the 6.7 -acre Greenway Area., asshown on sheet:5 of 9 of the General Development Plan, within six (6) months after the ap , proval by the County of the first subdivision p tat or site plan applicable to. any portion of block 3 0 or 3 1. I requiredw, fundthe. Park Master Plan that is retained by the County as provided he -rein, shall be reftinded to the Owner a I s provided in paragrapb.5 if such filads are not expended. within the time provided therein. THE REQLARFAIENTS OF THISPARAGRAPH FOUR HAVE BEEN SAVSFUD. 5. Cash Proffeir for Park Pr2jects. For each dwelling unit constructed or, the Property that is not an. A& the. Owner sha 11 contribute cash to Albemarle County for fitnding parks and rdable recreation prcjects.amd improvements identified on th County's Capital Impr . ov'ements Program within the Park -and GreenwayArea in general accord with the Park Master Plan as available fund ng allows, as fbllov��-s- -one tbQ.4sand dollar.,$ S1,900,00) for each single family detached unit, five, hundred dollars nit, and two hundred fifty dollars ($250.00) for each multifamily unit. 0.0.0) f6y .each townho4se u ?4on�vithstalidiing the ternl,$ of this paragraph 5 to the contrary, however the Owner shall receive a "credit" againathe CirsiJifty thousand dollars ($50,Q0.Q.00) that wouI4 otherwise be owed tothe County pursuant to this pa�agraph 5, in reepgpition of (he cash proffer referenced to paragraph 4. In the event the casb proffer rofemnoed in paragraph 4 is not sufficient to furid the Park Master Plan, the County may apply a portion of the pasti piroffer described in this paragrallb 5 as required to fully fund, the Park Master Pkm If the Cotinly tiewrininesit to be a more roosonable use of fililds, the County may 8ubstitute facilities shown �on the- Park- Master Plat! or locate facilities shown on tile Park. Master Plan elsewhere in the Community of QrozAL Thtm.sh,. contribution f6r cae.11 dwelling unit shall be paidat the time of the issuance of the building permit for such dwelling unit, unless the timing of the payment is otherwise specified by state la,w-. Ifthe cash contxibutiori has po�t been exhausted by the County for the stated: purpose within te.n (10) years ftom ilip date� of the issuance of the. last residential building permit within the Property, all u1nexppri4ed, funds. shall be refunded to the Owner. .6. Pba��g of Retail Development. Prior to the issuance of a building permit for the five hundredth (50V") &Nrellingunit, within:ifie Property, the aggregate retail space within I the Property shall not exceed fbrtyi-eight thousan& (48 000) square feet. Prior to the issuance of a building permit for the one t4ou5andth. (1,00.0. dwelling unit, within the Property, the aggregate retail space xithin -the Property shall riot. excie�ed nin six thousand. (96,000) square, feet, Prior to the, issuance o a buildi g pennit fo t e one c �_Yl_ ._ � f r,h th thousand five hundr,,�-,dth (1,500,) dwelling unit within the Propert- , the aggp a retail space within the , 1 1 . . W �eg. te Property�;�WJJ not �meeed one hundred fbrty46t;,r thousand, (144,OOQ) square feet. Prior to tbeissuance of a building permit far the two thousandth (2,000'h) dwelling unit with the Propem,, the aggregate retail sp*e'Within. the Property shall. not exceed. one hundred ri.inety-two thousand (19�,000) square feet, Retail space shal I not include office spa e or any hea Ile 4 1 1 Q . 1. Ith and fit ss f cilit.y. -er c Ov lot Orading P14 a. The Owner shall submit an ov riot gra ing plan meeting the requirements of thm section (hereinafter, the "Plan�') with the application for eaoh� subdivision of the Single fknily detached and. single family attached dwelling units shown on the General Development Plan. The PW shall, show exist I ing I and proposed topographic features to be considered in the development of the. proposed subdivision, The P10 shall be approved by the County Engineer prior to final approval of te; subdivision plat- The subdivision shall begraded as sboiN::n on the approved Plan. No certificate of occupancy shall,be issued for any dwelling on a lot where the County Engineer has d I mirmined the lot is not graded consistent with the approved grading Plait, The Plan shall satisfy the A. Vie Plan -,hall show all, pmposedstrects, building sites., surface dTaina q dri'vewayi, trails and other fwarts, the County Engineer detcrmin�s tire, needed to verify that the, Plan satisfies the requirements of this.par�tgraph 7� D. 'file plan shall be., drawn to a scale not greater jbip one (1) inch qquaI6 fifty (50) feet. rd 2. Affordable 11ousing. Thoz� Ownershall provide, affordable housing units equal to fifteen percent 0 5%) of I the total residential units con�trwwd -on the Property, in the forill of for -'sale un its., for -rent units, �;Acccssory uni,ts" (azs defined in, paragraph .2(C)(,3) berein), and "carriage units" (as defined in paragraph 2(C)(3) herein) and subject to tbe. terms herein ("'Affordable 'Units"). The Affordable Units sbrall beu reasonabi iotersper8ed dirkyughlout the ?roptm- as ill this paragraph 2, subject to the � - y ; -, provi requirements of the App,lication Plan and tbo Code of Development. ff the )wiier elect,,; at its option to provide for -sale single detached Affordable Units, such units shall be applied toward the 15% Pro erty shall designate the lots or requirement, Each stibdivisloll plat and site plan for land wit -bin the units, as applicable, that will, suby-,.ct to the tenris and conditions of this proffer, incorporatQ Affordable Units: as described berein-and the aggregate numb -ex of such lots or units designated for Affordable Units within each subdivision plat and site plan shall constitute a minimum of fifteen percent (15%) of the lots in such subdivision plat. or site plan, Notwithstanding the foregoing, however, the Owner may "carry- over" or "bank" credits for Affordable. Units in the event an individual subdivision plat or site pl�n designates Affordable Units that In the aggregate exceed the fifteen. percent (15%) minimum for such subdivision plat or'site plan, and such additional Affardable Units may be all cated toward the fifteen percent (15%) minimum on any future subdivision plat or site plan, provided however, that the maximum number of Affordable Units that may be carried over or banked shall not exceed fifteen perectit (15%) of the, total units on any subdivision plat or site plan. The Owner shall convey the responsibiliq, of constructing the Affordable Units to the subsequent owners of lots within the Property and such subsequent owner/builder shall succeed to the duties of the Owner under this paragraph 3A, and the term "O,.�Nmer" shall refer to such subsequent ownep"builder. Such subsequent owner'builder shall create Affordable Units affordable to households with incomes less than eighty percent (80%) of the area median income such that housing costs consisting of principal. interest, real es�ate� taxe,; and homeovyners insuratico �PTTt) (it) not exceed thirty percent (30%) of the gross housohold income. A. For -Sale Affordabit Units, All purehasos� of the for -sale Affordable Units shall be approved by the Albomarle County Housing Office or i(z� designee:. The subRequQnt owner/builder shall pro -vide the Coway or its designee a period of niat�,ty (90) days to identif� and prequalify an elig , ible pAirchasor for the Affordable Units. The niapty (90) -day period shall coftinionou upon written notice from the then-curreat owner/buildor that the Affordabte Un , lt(s) -will be aVailable for sale. Tf the County or its designee s not dut; provide a qualified purchase during this ninety (90) -day period, the then -current owoor/bu,ilder shall have the right to sell th o1% fford able Unit(s) withoui auv restriction on sales price or income of the purchasQrfs), and such AUordable Urdt(s) Oat] bc c-ounted toward tile satisfaction of this paragraph 2. This requirement shall applY OT)IV to the first sale of each crf the for"sale Affordable Units, B. For-Reitt Affordable Unit& (1), Rental Ltate . The. initial net rent for each for -rent Affordable Unit shall not exceed the then -current. and applic4ble maxit.num, net rent rate approved by the County Housing Office. In each subsequent calendar year, the monthly net rent for each for -rent, Affordable Unit may be increased up to three percent (3%). For purpose of this proffer statemelit, the term "net rent" means that the rent does not include tenant -pal * d utilities. The. requirement, that the rents for such for -rent Affordable Units may not exceed the maximum rent established in this paracra-ph 2B shall apply for a period of five (5) years. following the date tht certificate of occupancy is issued, by the County for each for -rent Affordabl c Unit, or until the units ate sold as low or moderate. post units qualif�ing as such tinder either the Virginia 2 C., All proposed grading sball be shown:w1th contour intervals not greater than two (2) feet. All concentrated surface, drainage over lots shall be clearly shown with the proposed grading. All proposed grading shall be shomm to assure that surface drain age can provide adequate relief from flooding of dwellings in the,event a storm seNver fails., D., Graded slopes on lots, proposed to be planted with turf grasses (lawns) shall not exceed a gradient oif three (3) feet of horizontal distance for each one (1) foot of vertical rise or fall (3: 1). Steeper slop es sh,,;dI be vegetated with low maintenance- vegetation as determined to be appropriate by the County's program authority in its approval of an erosion and sediment control Plan for the.land disturbing activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical, rige, or fall (2.1), unless the Coun I ty Engineer finds that the grading recommcmdatioas for. sictper slopes have adequately addressed the Jimpacts. E.. Surface drainage may flow acmss up to tbreo. (3) lots before being collected in a storm Sewer or direct(4 to a drainage way Qut6de, ofthe tots� F., No siirfaco droinap: nt�russ a residential lot shall have more than oiw-half (102) acre of Jand draining to it. G� All drainage from streets shall be carried across lots in a storm sewer to. a point beyond the rear of the buildingsite. Ff. INTENTrGNALLY OMITTED. 1. The Plan shall demonstrate that at) area at least ten (10) feet in width, or to the lot line if it is less than (10) feet, from the porfion of the structure. facing the street, has grades no steeper than ten (10) percent adjacent to possible entrances to dwellings that will not be served by a stairway, This graded area also shall extend from the entrances to -the driveways or walk—ways connecting the dwelling to the street. J� Any requirement of this. condition may be waived by the County Engineer by submitting a waiver request, with the preliminary, plat, If such a request is made, it shall include: (i) a *Ustification for J the request contained in a certified onggineer"s report; (H a vf Jnity. map showing a larger street net-,vork at IV, ,a scale no smaller than one (1) inch equals, six hundred (600) feet; (iii)a conceptual plan at ascale no smaller than one (1) inch equals two hundred (200) feet showing surveyed boundaries of the properly; (iy) topography ofthe property at Eye (5) foot intervIals for the property being subdivided and on abutting lands to. a distance of five hundred (500) feet from the boundary line or a lesser distance determined to be sufficient by the agent; �y) the locations of streams, stream buffers, steep slopes, floodplains, known wetlands; and, (vi) the, proposed layout of streets and lots, unit type&, uses, and locatiop of parking,. as applicable. In reviewing a waiver request, the. County Engineer shall consider whether the alternative. proposed by the Owner salisfits the. purpose of the requirement to be waived to at least an equivalent degree. In approving a waiver� the County T�ngineef shall find that requiring compliance with the requirement of this condition iNould not fonvard the purposes of the County's Subdivision and Water Protection Ordinances or otboovise sem the public interest; and granting the waiver would 110L be detrimental to the public health, safety or WO]fare,lo the orderly developmontof the. Project, aud to the land adjacent thereto. K, The Qv,--fier may, request that, the Plan be. amended at any timc. All amendments shall be subject to the, reVieWand al)PrMl by the, COUDty f3gineer. I_ In the Q -vent thitthe County adopts overlot grading regulatikins after the date ZMA 2004- 024 is approved, any m-cluirenient of tbosc n;gulations tbat is less -rastrietive than any requirement of this (2), Convevan�e of Intertst. All deeds conveying any intcrest in the for-reirt Affordable Units during the Affordable Term shall contain language rucitirim thatsuch unit, is, subjcct to the terms of this paragraph Z, . In addition, all. contracts pertaining to a. conveyance, of any for -rent Affordable Unit5 or any part thereof., during the Affordable Term shall contain a completc, aad full disclosure of tile restrictioas and controls established by this paragraph 2B, At least thirty (300) da:�7, prior to, the conveyanue of any interqst in. Any f0r�ront AfTordable Unit durin theAff6rdable Term 1,1w..then- 9 current owner shall notiN the County in writing of the conveyance mid provide the name, address and telephone number of the. potential grantee, and state, that the requi merits of this paragraph 23(2-) have ire been satisfied. (3)� Reporting Rental R�Ltes, During the Affordable Term, within -thirty.(_3 30) days, of each rental or lease term for each for -rent I Affordable Unit, the, then-c-urrent owner shall provide to the Albemarle County Housing Officiz� azopy, of the rental or lease agreement for each such Affordable Unit rented that shows. the rental rate for such Affordable Unit and the term of the rental or lease agre . einent. In addition, during the Affordable Term,. the therl-curront. Owner shalt provide to the County, if requeste any reports, copies of rental or Jease agreements, or other data pertaining to rental. rates as the Cotinty may reasonably require. C. Mixture of TY-Pes of Affordabig Units. No more than. fifty percent (50%) of the Affordable Units may be accessory units and. -for carriage units. For purposes of this proffer statement, �-accessory, units" shall mean Accessory Avartments as defined in the. Albemarle County Code, Chapter 18, Section 3. 1, and as regulated by the, Albemarle County Code, Chapter 18, Section 5.1.34, anda, unit vv.-ithin a two- family dwelling as a. two��famlly dwelling is defined in, the Virginia. Uniform Statewide Building,Code. For the purposes of -this proffer statement, "carriage units" shall mean any separate, ind . ependent, accessory dwelling unit, detached.froni. but located on the same parcel its the structurc; of and clea ty subordinlate to a siugle, family delAched dwelling, as distii)guished fimil. a duplex or other two-family dwelling. 3. Cash Proffer for.Se-hooll Proiects. For each dwelling unit constructed o an Affordable Unit� tbo Owaer shall contributo cash to Albennarh� County for funding school projects within the Community- of Crozetand shown on tile County's Capital Improvements Program,, a,.5 f9ilows- one thousand dollars ($1.000,00) for eacb.�jnglo family detachod,volt, five hundred dollars ($5X for each towilhousu unit. and two hundred fifty dollars ($1,50.00) for each nitiltifarpily unit. 11c, �:Ash contribution for eacb dwelling unit shall be paid at the bille of the issuance of the build ingpenuit for surl) dwelli, I ng unit, unless.. the timing of the payment is otherwise spPcified Ity stato law. If Etc cash contribution has not been Px1lau8ted by the County for the stated purposos within ten (TO) ye;ars from the date of the issuance (if the last residential building permit wid the 1roperty -,xpi-nded nds sball vin all i,)ix fu be refonded to the Owner, 4. Cash Proffer for PaLrk. -Master Plan. Within one (1) year after the date that n_ 11A 2004-0124 ig, approved, or within thirty. -1 C County, whichever's sooner, the Owner shall 0) days after th request by the make a cash contribution to the County in the amount of fifty thousand dollars ($5q,000.90) for, the purpose, of funding a master plan. for the 25 -acre. park land shown on sheet 5 of 9 of the General Development Plan (The "Park -NNIasw Plan"). If the. Park Master Plan is completed for less than ljfb� thousand.40114rs ($50,000,00), any remaining fund& may be retal , tied by the County and used to fund parks and recreation projects and improvements as described in. paragraph 5. If such case contibution is not, expended for the Park Master Plan within two (2) years from the date of the contri ution J b., al unexpended funds shall b refu nded to the Owner; provided that any portion, of the cash contribution note 3 paragraph 7 shall supersede, the corresponding requirement of this paragraph,.-subimt to the approval Of the Directorof the Department of Community, Develo I pment. on 4, School -Connections The Owner shallcons",etfliepathway connections-Totho schools, show . n as "Pathwa-Y Connec;.don,to Schools," and '�Road and Sidewalk Connection toSchools7 on sheet 5 of 9 of t . he, General Develo h e Con ty 6,, pruent Plan, iAthin: six (6) months aftr the approval y th n f the firstsubdivision plat or site plan applicable to any portion of a bloc- k, that. either' :ude Ind 9 orls adjacent to any such connection. WITNESSth.efollow-in i g8guature, 2 ��TW �5 1, 1 � d 0 v x. 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UPPER UNITS 69 A ( 3' FFE 673.33 a� „ o Cq Z 7��w w �•-- W —W —\-W -- w —V --W •-®- W r Pan slope at �' — — 0 cap Crossing match pavement GLEN VALLEY DRIVE ° slope. 57 P cR-aw;' z DA 4257 pp \\387A (PIAT) \ SJ D N \ _ w w V) J 7 \ � Z V) W d F- F - 0 J LL. i i 1 Od / \ f rri 04 (0 . S r 1 1 1 l l 1\� � � I I � \ a \ ► , x 1 l! •� NI 1 ( IDom CD •. \ 1 Biofilter E r, 1 1 ! i 1 1 I t 1 � t 1 \ 1 1 i l •1 r re 1 i 1 \ I 3. s 1 i 1 \ l \ ,/ I \ 1 1 - I. o I f �- i i J 1 t \ 1 \ cc t \ \ j o ` 1 Z C+ 55" I � 11 44 Date 01/25 2017Scale Sheet No. -20- _C - a_ ,� 60 1 OF 21 File No. Scale: 1 "=20' 16.0 WP -2 Tom. _ _ ADTACENT TRAVEL L.ANZ ASPHALT PAVEMENT WIDENING L. 1`,EDGE OF EX'SNF.,' EM PAVENT (AS MLIERMINED IN FIE:_i): TACK COAT THE ?ROPOSEG --- CONSTRUCTION JLHNT FX1SNG ASPNA.T LAYERSJ/"'_PROPOSED ASPHALT LAYERS _..-___.._.,._ EX15TINC SUBBASE PROPOSED SUBBASE COMPAO-TED SUBGRADE CONSTRUCTION JOINT DETAIL M REMOVE: EXiSTMW` ASPHALT LAYERS TO EXIS-Mr SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MY,'IMIA1 IV, `NCS+. THICK ASPHALT SUR]FAOE COURSE (SEE 1107E S: x MH'SMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICIOIESS OF E)nSTING ASPHALT LAYERS AS GE'f ERWIN£0 BY CORES i!�EE NOTE 31 NOTES: 1. ASPHALT PAVEMENT WIDENINO SHALL HAVE A PAVEMENT. DES.ON IN ACCORDANCE WNTH CURRENT MOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2, THE PAVEMENT OESICN FOR ASPHALT PAVEMENT WUENS1G SHALL MEET OR EXCEED THE?E?THS AND TYPES OF Ti1E LAYERS OF EXiSTNC PAVEMENT. SMSUIFACE DR.aNAGE Of 'CRE EXISTING AND PROPOSED PAVEMENT :#tALL SE AWRESSED IN THE PAVEMENT DESIGN - 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE. CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THiCK.NESS Or Ex1STiNG PAVticietiT LAYERS. THESE ODRES SHALL SE SPACED NO MORE THAN 500 FEET APART. f- THE ADJACENT TRAVEL LANs SHALL K 41_LED A MINIMUM DEPTH OF t Yz INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVENIENT NALIEN INO 50FACE COURSE. UNLESS WNVED BY THE €NMNEER. 5, THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE E:C5TNG PAVEMENT TO BE ADJUSTED TO ACMEVE AN ACCEPTABLE PAVEMENT ^.,ROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTWC PAVEMENT MARKINGS AND MN RKER5 WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENCINEER. i. FINAL TRANSVERSE PAVEMENT TIE -H SHALL CONFO:iRf TO THE REOUREME.NTS OF SECTION 315.05(07 OF THE SPECIFICATON9 12CERI THAT ALL '^+NTS TE -IN LOCAPOWS -ALL BE CESTEO USING A 10 FOOT STRAIGHTEDGE IN k .'ORDANCE WITH THE REOUREMENTS OF $ECT10N 315.07ta1 OF "ITE SPEdriCA'•MS. ROAD TM STT S iA�PH Al T PAVEMENT WIDENING Q" SHEET I OF i REMM DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VRC:RiA OEPAMAUFr OF TRMSPORTATION Old Trail Blocks 5 and 20 Trip Generation Com utations _ Now /'£"02 li`��yf �%�11 '.`, . • ,........ lil �_. ?'.,., .,. » 1111 1111 u .. / % � a „• { 2 K Facto Factor Route 1815 C} 11 e• timate i1.1^1".'x'R ",.r "�.:,,..v! 1111,:r>,;.,;mx -v:au:. +` l r ,n� �.. « } ` `^: h I : 4`T,S _ 400 : 'o. n " lu..:+`u..G.+.. ; \�^. (4) I Route 1815 N$3 253 (1) x (:2) x (3) _.. Peak Hour Volume "_..-.--,--,-_,_ ,... __._,.._-..__... _- . -1111_-. ___ ..,_-_._._. { 5 Route 1815 Sia 14.1. 1 x 2 4 F < .<<:. ;; :::r ;yc ,� ,.� . v - i a ...Y.=.: `: . y,a � ,.. 1111,. :., v,•f� � :11::1:1...: : . : >::.:: :1111':. h k f r. N. .<:,� {,ri:i?y: p \ .. 11 r, qt !: a\. .tiiii \` 1. I[ �`` »y59 40 -MPH DESIGN SPEED* {8� Upland Drive .. .. .: _...-1111 ... (6) x a64 - _.. Peak Inbound Traffic ---------...-1,-- _.. -_.. - --_- ..... _-. 1 1.11. _._._.__-:...-.,_ (9) f : Glen Valley Drive 29 (7) x 0.64 S- :::l.':: :: ),: "ii, :a . ;, )l ) rrf / L vi 5 l 3 J : ) /� 144 r �c< IN {j r 1, o;{ ... .... .-_ _.. 200 w `:,<,. :''+�.. . .,n .ass .' .. . 12 { 7 Peak$nbound Ri ht Upland g p _,___,_,_,____11-.-„u, µ,.�_._. i�., ,�.. � .. ,:,...,,. ,1 12 S .. 10 () ( (13) 1:111. I Glen Valley Drive ..,..:..-....,.w...,. 6 - . ,":".,._.....T._r.."1111... (9) - (11) e -.-.. . ' _ _ _ r s e 5 r /1100. . yY .:. ._:. Ts48:::".. //, (y k i ,':.,ti'. t.:. :.:=N^.: %.: ":4 .. �„ir n iii - !''�'::.. :% =:if: AK x.,..... ✓ 111:1 .:. ;:, ...:> .. •a 4, "? Y ::9 •::... ... :,, 1111...: :. ,, .. '::r :..: .:r ,C4i` > Z 1., �:f ��, ^v f: ! 4 ~ ./:. ..,.;,-;11:11 .r.'.... ..t.. {1S}- Upland Drive 22 (15) x (3) 17 __ __, Peak Outbound Left ___.:..... ; Glen Valle Drive Y,,, _ ._. •_. 1111.- 11 -.-_ .._,..-._--, _, -__. _..__ 16x3 ( I f ) 11+ttn .1111.. ,.,.,..wr.^n,... �: ,,�, � 1\1:11: ` +'C3 _`# we � $raj{ ,e:: ta; 'rhY� ■ W play„ !"y iii.;' !F; R./ �. S 1. p ' 111:1,. ..nU f } :. x.. 1i • .f SG n ':2,. v !_ 1111 ... .., ... _.. _ 1111. ..,yy.. . pf�.^2,,.. .. 1111 (20) , Upland Drive 320 (4) t(10) t(17) Tatar Advancing 21 ( j Glen Valley Drive 33'3 (4) t(11) ll�t(10) ri a ' rS<vy� y qti�iac'a �}+1. 3. y{ 1111 u. ! . 4 :% :A / / : �M.n�" J.:,%L'I. 1111,., .n ,. h .., ., 1111..-,....... r ., Y.�'? ,. -..;< '�. + \. ,.. 1111 1111. :y(�y" ?` Ls 4' TS� (24) Upland Drive 14700/a (10J f (14) I'llLeft Turn Percentage , ^ ^ ' (2 5} ;Glen Valley Drive 7.t3f `<"' (11 15 i; t._..__-1111. ... _._._. _ . _.. 111.1- . _, . ___11.11 50 200 O Osi1T pp 8 �'11 I = 181.66x Warrant SW _ ._. . ADVANCING VOLUME Volume 600 -.. _ t _ . _. _ VPH >•'4 _- _1_111._._ _ _-___-_-.._ ___ - �_ ___ 1_1_11_. - -�_..T._.__..__.__-'____ - �.----- - _ 400 --_______ -____. -_-_-_ --�� -_-.__.--- __.________ ___-�_ ; # I SI OPPOSING NG VOLUME 0 510 .. , ... xs'. 'f ;a" �,t �0 0 v> r %', IN 10% �� � 0 2010 O 30ro ._.. _1111.. _......_ i ,_1111 i . LEFT ___ < " 1111 LEF% LEFT :!, ,. _ .. , LEFT LEFT TURNS _... _; f _.__._..�...-._.._._r.... .. ._....----------- i1 t1 - -T-- TUFM Tl, iS TURNS '�i'`! {�'� %hf k TURNS __. - - - I - _ - - 40 -MPH DESIGN SPEED* --_- _-__-_1111.__ �___-_ _____- .. .. .: _...-1111 ... __ ... -�f+-d-t R. ------ f _ __ __ 1 1-11_.,�..._....-._�.---,.-.-.-_.�.,._ - ____�_�___ ______._ _ ___________ _ - - - 800 330 282 240 0^� 180 160 __ 600 410 _.: _1111 X53 :,: _ .. 3 05 . 3���i/ ^'z X. {:: i,.: ::1,.r. ... .. 225 ... .... .-_ _.. 200 f ' _ 1111II-_."",. i -1111 _1111 _1111_^. ..:- .- 4011 .........._....,.._ 510 .. 439 t _1.111.._- . 38D ... ^.. _<.5, ;, ../:�, :'�� 1111 -. _ ,_.._..... 275 .:-... _1111 _1111.__ 245 _. 1111. _._..: _. _ .-. , e -.-.. . ' _ _ _ 1111. -1111.., 1111_..-1111. - 200 .. 1111 _. 64a .:. ._:. Ts48:::".. 1111. 1111 470 ?0 :'•.":: . /^':.0".: 4 nJ , �� �<: s. . �<... �,,: -_-�_ .. .._-_.____.._. _ _._ -1111. - 1111._ T- '!� �__�-- �: • �._ ___ _ __ - .,__.__._-_--..�.__-. _--____�_,�_L[j 1111.__---_ 1111._ r--__.._._____._-_--_I'� c� 1111.. - .-1 354 11_11.. -... 305 .. , t 1.....11...-1111.. ----L- 100 . _.. 111.1- . _, . ___11.11 50 200 O Osi1T pp 8 �'11 I = 181.66x Warrant SW _ ._. . 700 Volume 600 -.. _ t _= ---.._.__-.; Volume >•'4 _- _1_111._._ _ _-___-_-.._ ___ - �_ ___ 1_1_11_. - -�_..T._.__..__.__-'____ - �.----- - _ 400 --_______ -____. -_-_-_ --�� -_-.__.--- __.________ ___-�_ V c m 300 ___ _ __--- .___1__._______1__11 _,--- --- 1111__ -__ _ n 200 4 Q 1111 _.� 100 _._ 111'1 0 i_._______ Q=>_1______________ -. _- ------- ____1111_.-.._. 876 179 a 36! 320 ✓ .:. 720 •��•++; ,.. +.. , Q1 9. £� 15 390 340 , "'. 111_1 - -' 1111_. I ;:. nv .::: s=�`f':! ___ .+. . 111_1 _._._ _. x.,h,. - ......-...._...__.......... .._.,.....__._ 759 687 547.. 412 359 .11__11. _. _....__.! I—- -,.. _ �...__`__ . -1111 1111-. ___111.1 . -.. 1111. -. . _..._-1.111, _ _ . .. ............ 100 Opposing pP g -20 .--- Volume - ---_--.____ 200 O Osi1T pp 8 �'11 I = 181.66x Volume - _ ----------'- -='--- IY - 404 Opposing � ppos ng 144.55xa'.a11i ------ Volume 1 y 119.75x-0'79" 1 a 600 Opposing _= ---.._.__-.; Volume ---=- Y _95.407x_ ___I 5% 10% 15% 20% 25% 30% `a Left Turri Percentage _,_ -..:. -.... __ _ ..:, _ . ..- .. ._ .,� 4 Warrant Regression -40 IMPH Desi{rn S eed m800 1111 .....__.._... _�._.. _,_...._.... _. i _1111,.. _ ....-... .�/ .. _�___ I ' ToaAT. ....._.....1..... . 1111... _ _. sI. 31 s a m 600 I I1.1. I.._. 4 inn '""-, 5'/o Left Tums y - �� 800.68e o", a 400 -_,.__ . 70.. _1111._. p.w ..,.,.>..._..T.___0....� 1111 A•`^ir`i ., n. __ .•y •s..e,. •.• ♦. •...• j! o 11 U •.r..4 X8.$7".b Left Turns �Y-727.41e-0i10S �a 300 ffi .., - i. r _ �_ - r ------ ,, & 6' 010%Left Turns Y -0.QIIL , `� 200 ... _.... 1111 1..._. �..._"_-:, ,+... '0 13 91% Left Tu t - � -O.uu 81 92 j I ms; Y - 52918 i t - ---.----,,..T.......-. ;.. L , V 20% Left Turns y= 434,22e ` i 100 ......... .. l-`--1 . -`1111_ i _ b (( fi.QDIr, 1 1111___ - - 1111...-_==-cxss-s.""'i"_'" 0 __.___._____._-..1_-_._---, _i _ 1111 g 3096 Left Turns I y= 378e -0'0°l I I 3 100 300 500 700 --�� F OpposingVolulme t f 1 111.„: F ..1111,.,. > . .. <.- r. - ,.. Uplsnd Glen Valley Drive Drive 695 690 685 680 675 670 665 i.4 .« . '`'.NE The computed advancingtraffic at both entrances is ...:.:...... . RESULTS: Computed Opposing 159 159..... AzW:W1M!:W-E:Wm1 Left 14.70% T07�im less than the warranted advancing traffic. Our analysis shows that no left turn is warranted for this project. ' 1 1 _ _• -'- --' -' - - I i -41-� :1 e - - - : -® - -' i i I I I I I I I II I i I 1 I I I I I 1 I i i I i t•♦. -4- 0 9 Z � t•Te-- -/ LEFT TURN LAME WARRANT ANALYSIS c1 Scale: 1 "=80' ---- 159 � 6 -► -*-" � 1P T Do CDM a) EV a ,- +C0 +co �- CO Cq c0 1¢ w'" - � J , .q J Cn WW (l7 I,- rnQ r~-.� C33 tC) OC} [6 00 ___._ ____.-_._ ___-_-.______-.___. _1_­__­_.____.____1_____._-� __ _._-------------1111___ __ ._.____.1111___ ___ _ __ ._. ---.-_- __ _. _ __._.-.- ___ -- _-- ._____ -__ __-.._._-__-_ -_--_-_- . ______---.__- _..__._- _._____ - to -r _ ___,__ _.._ _ _ __-__ _- _--______________ _ -- _-- - _._._ ____ _. ___ _- .._. � 1111._ _ -.____..___�s _ cn w _-' _-,------------------ v + o w 00 00 _---_.__._ �_. f•, , -_____ __ ___ _ _____--__ __-__-_ _+_ _----------------------.--------------.-------�--,---,- U_ -�y __,_--__-______-,_-- `a - _ ____�_- - _._. ri r _ .-. �. _._._____- __,_-.-_- ---____ _-- _ .._. _- ---__,1i_;____.______________________._._ ._. �_-_,,...._.. I T I - ---- -__ _ .-___ _ _ _-_ _ _-- ..---__._--_.__ {,�{}-- ----.._-.__.__.__. � � _ � <r" CLD _ _1111_----------- -_ 1111_. ___--,�_,-__-_--_�_._.. ..___...__.___..___ __,...,__._..__.__-<----------.---- -_,__V_,_._...,--_ _-.__ _ _._ _____11__1.1 ____ n__._._ _-__--.----__ _-__ - .. w n__-_-___ - -_ ___ --._.._.-._..__..._�--_-...____w- _1_1_11... -- ._,_ .�_�_ --.._.___-.�.______.-.___--_Y _ _- _1_111._._ _ _-___-_-.._ ___ - �_ ___ 1_1_11_. - -�_..T._.__..__.__-'____ - �.----- - _ :�6 __---.__--_.-.-- _ _----_ n____._______ --_______ -____. -_-_-_ --�� -_-.__.--- __.________ ___-�_ -._ _-_---_-_._._ -__.. - ..__ __._ _ _ ❑ a a ci ___ _ __--- .___1__._______1__11 _,--- --- 1111__ -__ _ .. _- .. --- _-..._�-_.. 1.111_._-_________- �.„._______ - -. _____ _ - __ _ _ _. _ __�__.__ ___. _ ___ _. _ ___ _ _ -. __ -- -__. __ _______ i-__---___.-.__.-_-_-.._.- .-1111...-._._ --_._._ 87 ._ Q=>_1______________ -. _- ------- ____1111_.-.._. . -,_`�_�_ 1____1__1.1._._ ._.__-_ - --------------- ..._..._..___.-..-._-- -11___11__---'--.------- __ - -__ _.____ __ r -\--- ---_-.----------.-.�----.---,--.-"---, ___._.____-.-___-__- ____ __ ._ -- _-.._- -7'-- ---'-- ___ _ .-._-____-_._.___. • - - ____ ____--__._ __--__ __ -. �-____- O _^'^-------- -$�� _.-_. - --__ - _ -- - - ._.-1111,.__. _1_1____11__..___ _-. -_-- _._-______. ____ _ _ __ _ - � _.__._..�...-._.._._r.... .. ._....----------- i1 t1 - -T-- ___ ___. __. _ -r. _ _ _1.1__1___1_ _ ..__ _ - _. __,_ _ - -_-._` _- _ ___ -_ -------.- _ _ _. _._ _---�___-__--------_-_ _____-___ __ _ ____. -------------PSC. __ ___.________ _ -____________1_ ---___.__________.__ ----- 1111_ ________1111 _ _.-1111___-11^11__ _ _.___ _ . ,_.________ 1111__----'-._ 1,111...--_---___--_.__.___-.-_ __. - - - ` - _ - - _____ _ _ ____ _ - _ --_- _-__-_1111.__ �___-_ _____- ._ - 11_11__. _ _ _ _ ___ __-_ __ _ ----_..___..____ i - -�f+-d-t R. ------ f _ __ __ 1 1-11_.,�..._....-._�.---,.-.-.-_.�.,._ - ____�_�___ ______._ _ ___________ _ - - - ------,------,---�,--.---,-"---,-- ____-___ �--1111__ 1111____.____.___________._----. 11_ 1111 --.--_._.___-___-._-___-------_. ____�______-____._ - __`� ,-.--------.-----..,----"---�----.-----------.--_ _ - ---_-- _._,-__ __----__.-----------___ ._.-..-1111__ -_ ___.__.___.-__.�.._______ _.______._----._._____y._.____ _._.._._.._.�_-._-1111.. _..,._.____....__..�____.__.._.__,.. _._.__,_„� ___..__.___----,.--------.----.---------.----�--- 1111._ -_-_ _-_� .-1111.__-- _ _ ___�� _ 1111-1111 _ _. - - �- ---_ 1111_ _-- _-` - __- _.._________-______M _.._..,... _.._�__..�.�___. ----- --1111..-. __ ______.__________ - --1111 _- __ . _ _ __ ---- 1111 __--�__ __ 1111 1111 _ _--__-- __---_. __ `_� _i_._____._. __- ---- ___- -------- -- ---1111-_ - - '---. - __ _ GRa6- �X. �.__ _ _-__ �_--__..__.._____.__'__ ,___�_----___-__ _.��__-_._.__�.._ __-1111 ------'----'-11- 1111_ _ _ -_. -_---1111_. 1111 1111 -___---_ -___ -. _ _ -- _ 1111 _ _,____..__._ -- - _.. _ 1111 _� _- -_ -__-_ 1111_ -----------------------------------------------------� 1111___---._______--1111____..,____- _________-_--___---1111-__--____________.____.._ --�1.-_..__._...________�.....________ -.. 1111._ 0 __ __ 1111_ -_ 1111___ 1111_._ _ __ - _-._ -_-1111-_ _1111 _ _ ________.__ 1111 _ __ _ _ .-_--- _ -1111_._ - _ _ _ - `- ___+1111 _ --_-71----.-.--__ -- _- _ _ _ _. ^1111. __ _. _ 1111 _ ---- _ _ _ ;- -_ _ --__ _ 1111 --- =E31 D - - -- --- �,_._. _-___-__-u.___-- 1111__---__.--_- ------_ . - - � 1111 -----_.__.__---._--__.1111.__-.------_________.____.. �, - __-1111_- - .__ 1111__ _-_--__-___ r- �- ._-__---___--_______-__-----____.__.------______.___---___-._._-.-- _-,-.-z>:;-�;�P---i�---_---__- _ ______.-__ ._ 1111_ _ _ ---1111.- ___ ___ _ ^_ .11___- _.______.__Y�_.._____.___..__�...___________.__ --_- --- ..__.____.,,-__.._...1111..-._.____.-_.__..,___...,. __-T .- _ ___ _11__1__1 _. __ __ _ --_.____._.----__. _ __-_- -1111 -__ e _ _ __ _ __ __ ____-. __ _ _ __, _�__________ . __ __,_. __..1111_..-.._.____...-.___._._._. ---- -.,_._-.._..____.....,...V,____.___.._, v_--�.,.,,._.._._._._,�_._._ ___.___.__._ 1111-- ------1111_.----1111-. 111___ --.-___..___. _..,._._...__._.. ------- - _- -,_ -- _,___.^.__ --_-- __ -_--._ -__._-_--1111_ ____._.._....________.________ ___ _-----__._.___.._ ___._________ _ _ _ ----------_--_-_-_ __-___--__.____-- _--.----____- 1111_ 1111__ 1111 __- -- ---_._---_ _____._._-_-.____ _.__-. ____- __- __ _. ___ _ �_- -__ 1111-_ ____._. _-_ ---_�--_________.__.__. _. -.__._.____.-------1111__ 1111___ __�__ -- -. � ---_ - .-._--_�._____ .-_____. __ _-_ 1111 ___.____ _---__-_- _ _W__, _ _ 1111-----..____._---_--. --1- 11-11. _____._.______..--____-_______.___---_ _ __. ___ _________ ___ 1111 --- 1111_ _-_. __.___._..._ _ 1111_.^._�_____ I _ _._-_-------.------ - r, __-___ 1111 -1111__ ._�-1111._ - - _ - _. 1111 �,_... �� _-�_.._ 1111 __ 1111-_ _____ _ ____________.__`.._________ __ __� _ 1'111_ 1111___ _-__-----.-------- - --___ 1111 � _ __.....___-._. - _.___._.-...__._.__-,.__.___. _-- -'-•-----,---- _-.. ___.__.._____.....____.____ Y.___._ ____ .._-.-1111.-_.•___._...... 1111-_.....____..� • ­___1_____­_.___________,________L0--._-._.._._...._-_-.._.._.,____.._......_.._.__-._._._.__-1111_ _ _ ���oQ_ -�- `c'I�a -__---.-1111-_- ----Ei- -- -_--- _ � --._ _ ` _ --r" c� -_-�_ .. .._-_.____.._. _ _._ -1111. - 1111._ T- '!� �__�-- �: • �._ ___ _ __ - .,__.__._-_--..�.__-. _--____�_,�_L[j 1111.__---_ 1111._ r--__.._._____._-_--_I'� c� ___.._._ -. __ _^_ .__ • _ _ - _ _ _____._..._.�-_.._.._.. 1111,--_.. ss� 1111_--------____._____n �.--__.________.__.___._ 1111 •-_______________.____.--1._._.--_ ._.__Lo .�m� Wry y -1111_ � - 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' -..r__.-._.___.__,_-1111..-1111._. _ 1111 _. _. __ __._._._._ __ __ � (SJ _._ ---- ____ - _ __-._ _.-_. __-____ -.. ---_ 10+00 1n -5n 11. ______________L ,..�,...._ ..._._...__._..__._._.__._..._- _ _-____.._.� -"-- _-_.�_____-�.__..._._ __ _. _ *__ -...--'-moi ..____.__._..._ ___ __ __..__._.._.._.___,_______.____.� _._.__________.________ j�Ww ------ - -_._------_-------__-- cn nn A �� 1111_ __..._...._.._._.._.__...._.__._. _ _.1111_-..___.�.-.»._.__....._._„ __.---•....... __ _ _ _- r� s _-.. _ _ _ �a_._._�____._------ ..Loa .._.LL.__________ t� _ --1____-_1.11_, cn - .ca -- _ '50 10+00 10+50 11+ttn 114-r)n i,)mann 'I1llI,n -_-.-..�- 1111. _ 1111-__ =____ __ /'- -'r - I' J - Proper=ty Lire (tyP•) r i` 1' i.r 1 vu I`ti"UU TRAILHEAD DRIVE PRIMATE ROAD PROFILE HOR: 1"=30, VERT: 1"=W 14+OU 15+00 hi 700 695 690 685 680 675 670 665 695 690 685 680 675 670 665 0 ___._.___._._______. ..V.______-_________ _-___________ _______� __ ­___._-..___________._.____ __ _._-------------1111___ __ ._.____.1111___ ___ _ __ ._. _____ _ �__ ___.,.-________ ___.__. o .__-1111. __ __ ^__.--_-_-_._--_____--__ �: _____T-T_.___..-___.._�____.__.____._..___.__ _-__,_____._ __--_.-----.-__. __.__�_______._____._.____ ___--___------_----1111_.------- _._____.________________.______,_.____.______________-._y_ __�.._---1111__-_-_----______ ..--__-.___________-____-_-- ___----_-----.--___�.__._______.__ _--_._--_---_____._ .-_ _______.,______�__ 1111. -1111. -_-_ ----- 1111._- _ __._.______ --_.-1111.._-__ .--_ _____--_ p C T .fit-Y----:__---,-------_----v_�____-_-_ _________ _ ___ _.__ - W1111__-- _ -^-_ 1111 - .T_._.__.___.____. _-- - _______.______� -__ ___________z1 __ ____ -___ - --._-___-..__..___.__._� 1111_ -----__----_._.- -1111__- -1111___- _____.___. __ �_ _�_- _ ._� -' �_ 1111_ __ 1111___ _ 1111 _ 1111 ___________---._.---1111_._ �_ -1111___ __- ___- -_ -�___ _.._-_ _________ ____. _ _.__-_ _.-1111_..---._.__.__.. --_ -_.___..�__.__._.-_,______ 1111__ __. -.__._.-.-...--_.-.-,- �_ _ _ ,_.___ _ __ _ _-._..-_ _ 1111_ __ ._ _ 1111 1111__ __ 1111 .M_. 1111_____ ____�.__-____ __--_----_._ _-__ 111-1_ 1111_ __._.__.__ _1_______111-_--.-_._____._ 1111_ ___.____ 1-111 ___ ___ _ __--- .___1__._______1__11 _,--- --- 1111__ -__ _ T_ _ _ _ ___ _._- _ ------------- - -- .. _____-____ _ _____ --__ -___-_ - -_.-._--- -_- ___-._ - _ -------------__-___? 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' -..r__.-._.___.__,_-1111..-1111._. _ 1111 _. _. __ __._._._._ __ __ � (SJ _._ ---- ____ - _ __-._ _.-_. __-____ -.. ---_ 10+00 1n -5n 11. _____._-__-_--.-_..-.._ __- ^--._.,_____- ._____._._._._________r_ � .. ..,_»..__.__-"_-1-111 __...___.__ • P._._-.._- ___­ __-_---_--C-__��, _______.________,.. -.�_._,_.1111-..._.._._..-.-..._.._._,..-_..___...__._._-__T._.._-1111-1111 ___!0.. •1«111-....«....._........-,_._...._.__.�_._..._ _._---""1111._ �_ _ �n _ • -.-_ ___......_..._._-1111_-......._�_._._._.__ . _. .. -., 1111----•___ „-_......_.....___...-._ _ 1111._ __ H , �___�_ ______ __.�- _ 1111_ __ ----___t______50- _ __,__ _____- � 1111._ 1111- ,^ T . . -_ sn_ s vv 14. 1J-rVU (�_4�UPLAND DRIVE PRIMATE ROAD PROFILE ('11 HOR: 1"=30, VERT: 1"=i0' 700 695 690 685 680 675 670 665 13+50 14+00 14+560 7 ,V 30 0 30 60 f 90 Scale: 1 "=30' 700 695 690 685 6g9+50 10+00 +50 11+00 11+50 12+00 12+50 1 VRAILHEAD DRIVE SIGHT DISTANCE LEFT PROFILE (',j 9 rVert. 1"=W, Horiz: 1 "=30' 700 695 690 685 of 695 690 685 680 675 670 66 700 695 690 685 13+080 - —— �...---------- ----_cc - — w_. ---- 6g9+50 10+00 +50 11+00 11+50 12+00 12+50 1 VRAILHEAD DRIVE SIGHT DISTANCE LEFT PROFILE (',j 9 rVert. 1"=W, Horiz: 1 "=30' 700 695 690 685 of 695 690 685 680 675 670 66 700 695 690 685 13+080 TRAILHEAD DRIVE SIGHT DISTANCE RIGHT PROFILE Vert: 1 " = 30', Horiz: 1"=30' - —— �...---------- ----_cc - — w_. 1 td -50 10+00 10+50 11+00 11+50 12+00 12+50 134 TRAILHEAD DRIVE SIGHT DISTANCE RIGHT PROFILE Vert: 1 " = 30', Horiz: 1"=30' 700 695 690 685 695 690 685 680 675 670 5 §+50 10+00 10+50 11+00 11+50 12+00 12+50 13+006 3 GLENN VALLEY DRIVEWAY SIGHT DISTANCE LEFT PROFILE (; 12 J Vert: 1 "=10', Horiz: 1 "=30' 680 675 670 665 660 655 65 710 705 700 695 690 685 68 - —— �...---------- ----_cc - — w_. 1 td 00__----------_ °° 700 695 690 685 695 690 685 680 675 670 5 §+50 10+00 10+50 11+00 11+50 12+00 12+50 13+006 3 GLENN VALLEY DRIVEWAY SIGHT DISTANCE LEFT PROFILE (; 12 J Vert: 1 "=10', Horiz: 1 "=30' 680 675 670 665 660 655 65 710 705 700 695 690 685 68 9+50 10+00 10+50 11+00 11+50 12+00 12+50 r4 -' GLENN VALLEY DRIVEWAY SIGHT DISTANCE RIGHT PROFILE C12 Vert: 1" = 30', Horiz: 1"=30' 680 675 670 665 660 655 13+0050 4+50 10+00 10+50 --(11+00 11+50 12+00 12+50 UPLAND DRIVE SIGHT DISTANCE LEFT PROFILE C12 Vert: 1"=10', Horiz: 1"=30' 700 695 690 685 680 675 - —— �...---------- ----_cc - — w_. co 00 00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 r4 -' GLENN VALLEY DRIVEWAY SIGHT DISTANCE RIGHT PROFILE C12 Vert: 1" = 30', Horiz: 1"=30' 680 675 670 665 660 655 13+0050 4+50 10+00 10+50 --(11+00 11+50 12+00 12+50 UPLAND DRIVE SIGHT DISTANCE LEFT PROFILE C12 Vert: 1"=10', Horiz: 1"=30' 700 695 690 685 680 675 679+50 10+00 10+50 11+00 11+50 12+00 12+50 QC12 UPLAND DRIVE SIGHT DISTANCE RIGHT PROFILE Vert: 1" = 30', Horiz: 1"=30' 710 705 700 695 690 685 80 700 695 690 685 680 675 13+070 P.. C7 '� v JU M. SHIMP t� 5 83 17, 0, �c3 - —— �...---------- ----_cc - — co 00 00 679+50 10+00 10+50 11+00 11+50 12+00 12+50 QC12 UPLAND DRIVE SIGHT DISTANCE RIGHT PROFILE Vert: 1" = 30', Horiz: 1"=30' 710 705 700 695 690 685 80 700 695 690 685 680 675 13+070 P.. C7 '� v JU M. SHIMP t� 5 83 17, 0, �c3 (� 1. I D 1'1 /RAD TO AS I E4` �: A z= 51 #LET APP(GiA4 9i SNdE_ $uRFACIG AS bFAiNL(NE::Rt}t11AY PR,A1iS� �kN `Pl x .Lo : t E THAN; SRa OWN A 5. 2, DETECTABLE WANG' TO BE CLASS A-3 CONCRETE .(CLASS Aro E PRECAST) WIDTH FLOOR 2 SI RIRIAN THE ;kl 8 RAMP BY FOOTI LEI IGIIIAL TFHE DIES CN OFPPH TRAVEL. OTDER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE 3 NOTER- 0�'TIONAL LiNPAWEl3 SPA, 4 NT.owl 11INE . 3, SLOPIRG SAES OF GIiBB RAMw': MAY BE POURED MONOUTHICALLY WITH RAMP FLOQR. OR eY .USI Ki PERMUSSIBLE CONSTRUCTJON )QM WITH REQUIRED .BWtS: TR.L AM7 TYPE A PERPENDICULAR ue 4 NINE- WIDTH "B 2`-0"' OR :ASx, Si1dWy ON TY GAL SE It MAINLINE R:?AOV/KY A. PRECAST RAIi1P FLOOR. PRECAST CONCRETE SHALL BE CLASS !i-4. PLA' V". CG -12 SECTION CRL: {Gt lIl lECTIPNN FOR STREET Il PEIMSIBLE?5 DOWELS, 8" LONG Q ,SIE a -c B -TRUNCATED DOMES A PER SHEET 1.QF 4 FOR DETAA S $'-0" 4'-0" BACK OF CURB------- 121 MAX. - 481 MAX. 20:1 �-T M SECTION AI -.A J� Uc�TION •SECTION B -EI NOTE FOR GENERA_ NOTES ON THE DETECTABLE WARNING SURFACE, SEE SFEFI' 1 OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF TRAYELWTA SHALL BE iHEPNAR� WITHIN $ CROSSWALK AREA -s fN}TRA34EE VO LM D 1'1 %MtTti `.I MORE THAN 1'JC70 ;yeti GENERAL NOTES. 3iEDttgV 600•!?G itP!} *3 .Lo : t E THAN; SRa 2 DTE, Al { OWABLE ENTRANCE 4RADE TABU !S. NOT At?PICA E TO fCTRONS MMERC1AL 04TRANCES) ALTERATIONS AT INTERSECTIONDIAGONAL VARIATION A.I IM I th15Et; I ION WITHIN CROSSWALK WITHIN C,ROSSWAL.K (WITH BUFFER STRIP) 74S DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. L94DOG t4$" ;MD 11EQIAR£D AT TOP SF CURB RAMP, MINIMUM CURB RAW LENGTH 8 FEET FOR NEW CONSTRUCTION,B FEET FOR ALTERA7WNS, SHEET 2 OF 4 CG -12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A NOTES., I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI E PRECAST. 3• COMBINATION CURB & GUTTER. HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURED SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT - 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 15 BASED ON ROADWAY CLASSIFICATION 2. R AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL P A A P A A 7' . n n e' e a • A ♦ ♦ A A A A A A A TIE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTAKO. 8" VDOT 21 A Compacted Stone Under Curb THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR " COMBINATION 6" CURB & GUTTER 502 REV. 9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 - CG -12 A - ROS WAR E NT CG -12 GENERAL NOTES. 2 4 1 THE DETECTABLE WARMING SHALL BE PROVIDED BYTRUNCATEDDOMES. 2 5. 2, DETECTABLE WANG' TO BE CLASS A-3 CONCRETE .(CLASS Aro E PRECAST) WIDTH FLOOR 2 SI RIRIAN THE 3 8 RAMP BY FOOTI LEI IGIIIAL TFHE DIES CN OFPPH TRAVEL. OTDER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE 3 8 YTARNNG MAY BE USED WITH THE APPROVAL OF THE ENGINEER, 4 6 3, SLOPIRG SAES OF GIiBB RAMw': MAY BE POURED MONOUTHICALLY WITH RAMP FLOQR. OR eY .USI Ki PERMUSSIBLE CONSTRUCTJON )QM WITH REQUIRED .BWtS: TR.L AM7 TYPE A PERPENDICULAR 4, E RAMP FLOOR 15 PRECAST, HOLES MUST K PROVIDED FOR DOWEL BARS SO THAI FLARED SIDES CAN IE CAST IN PLACE AFTER PLACEMENT OF SEE SHEET 1OF 4• FOR DETAILS TANGENT PRECAST RAIi1P FLOOR. PRECAST CONCRETE SHALL BE CLASS !i-4. 13 STD. CG -2 61 !MWI D BARS ARE TO BE NO. X 8 1'CENTER TO CENTER ALONG !MW SDFS THF RAID FLOOR,Y[T DEPtii OF RAMP FLOOR: MINIMUM 151 t2i1 )MNL troNCIiETE CCYER 1!2" CR K CONTROL JOINT CRACK CONTROL JOINT 12. =1 MA,� . TIN GUTTER PAYMENT F OURS / CUDREI 4h1AND 0 TO CWta RAMPS SECTION A -A TYPE B 7. CURITRAMPS ARE TO BE LOCATED AS SHOWN 09 THE PLANS. OR AS DIRECTED ASH CCEENGINEER THEY ARE E E ROM. TTH�RIGHP T01tAEDOF 20 all- .. PARALLEL WITHIN Wh C N.HIGHWAY FACILITY CROSSES,A CLIt6 tEGARDLESS OF 1DR.ETHIER SILK !S EXIST.1��� O'SED, 2' MIN. --I OR NONEXRSTENT. THEY MUST BE LOCATED WT16IN P�ESTRIANN AKS A -A NOTE- FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, AS SHOWN ON PLANS OR AS .DIRECTED BY -TIE ENOI$6'R> 14PIR SHOULD NOT BE LOCATED BEF±IND MEHRI(R_E 3T(MP LANE$ E70ST LHRfT POLES FIE HYDRANTS, DROP N.E7S, ETC: At`fiiE35IRNl�� ROUTES PROVIOR A GUTTER 2" APPROACH ,,U.,, �S„Zn 16x` C�ANTIIUOU& �D S� �� N� SLPTtHAiIRS7� H��A�PPROAGiEaIRGENTERED ACtR"sSSIOLE ELfMkNTS OF A.FAIRLTTY T BMSA GUTTER � AM IIi2. � B. RAMPS MAY BE PLACED ON ORr TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACE"n THE LINTS OF THE CROSSWALK. AND g+NEN ��-_ At��( 2" FiK#LER THAI THAT THA SLOPE AT THE. CONNNECTION OF THE CURB OPENING' IS PERPExUDICIILAR TO TIE FUIOOE a. PAMEMENT A7X * . SAME AS TOP OF CURB a. ATE THEft" I �YRATTTYPE IEFER TOG-13wPARALLEL TRUCK fRAFFiCi FORDEPTH CD C & PERPENDICULAR 10, WHEN CRJRB.RAMi S ARE USED IN OOKA MnWW, WITH A SHARED .LSE PATH. THE I NiMUMD WIDTH SHALL BE: THE WIDTH OF THE SNARED USE PATH (GUTTER REMOVED) ti 3'-D" $.. L6" ,. 2."TRUNCATED, DOME SECTION B-0 C -C. O 0 0 0 00 0040700 - 0 6 0.0 0 0 0 0 0 0 0 00 i:. Tt- . aa, 0.00 00000 000a00O. CZ 0 0 0 0 0. 0 0 0 0 0 0 :0 0 0 0 0 a CONNECTORS AND 15 TO BE ANCHORED WITH V2° X 4" STUD SHEAR NOSE DETAILS 14 000 00000000.0 G.00Z I x'907( -65x- BASE DMiMETER S 0 0 0 D O 0 00 00 00 O 0 0121 ... .. LDI-3C L 2„ -0PR WARPED PAVEMENT D, 0 0 O 0000 0000000 A� L TER � AYMI•.---� TRUNCATED SAME: DETAIL DETAIL WHEN USED DETECTABLE WARNING FOR USE ON GRADES ADJACENT TO CURB DETAIL 9FEET tOFA WITHOUT CUTTER .-BOTH CG --12 DETECTABLE WARNING SURFACE XV � REM 7/08 GENERAL NOTES SaFFEENCE" 203 05 VIRIiNA DIEPARTWNT OF IRMWORTATHON bot SHEET 1 OF DATE t38J70- NOTES., I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI E PRECAST. 3• COMBINATION CURB & GUTTER. HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURED SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT - 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 15 BASED ON ROADWAY CLASSIFICATION 2. R AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL P A A P A A 7' . n n e' e a • A ♦ ♦ A A A A A A A TIE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTAKO. 8" VDOT 21 A Compacted Stone Under Curb THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR " COMBINATION 6" CURB & GUTTER 502 REV. 9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 - CG -12 A - ROS WAR E NT 1 PERMISSIBLE CONST. 5' MIN . - JOINT I 0 2 4 1 2 5. 2' 3 8 3. 3 8 4 4 6 A -.M( -,I TR.L AM7 DOMES 8. SEE SHEET 1OF 4• FOR DETAILS TANGENT PLAN 13 STD. CG -2 2'-0" 151 t5 g CR K CONTROL JOINT CRACK CONTROL JOINT 4;_ BACK OF CUR 12 :1-1 SECTION A -A 10, MAX, I 20 all- .. 46.1 MAX. m' MAx. f--AKEYED L -VARIABLE - MAX. 20' 2' MIN. --I SECTION A -A NOTE- FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 o 4 GUTTER 2" APPROACH TYPE C PARALLEL & PERPENDICULAR APPLICATION ROS WAR E NT MaNIAtUM RAMP LENGTH N FEET 4" CiI2B 6" CURB 0 2 4 1 2 5. 2' 3 8 3. 3 8 4 4 6 5 5 10 8. 7 14 7 13 15 8 151 t5 NOTE= THE REQUIRED LENGTH OF A PARALLEL.RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. � u - o ¢ CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET DOSTNG FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIdI1SDONS AND SLOPES ARE AS NOTED IF >k �� F 2^^ r AT X , 2" HIM THAN \\\\ EDGE OF PAVEMENT ATDK*,SAMEE AS TOP QF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR A TERATwNS 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. CG -12 DETECTABLE WARNING SURFACE REY.7J05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION �z 203:07 VIRGINIA DEPARTMENT OF TRANSPORTATION 45 DOWELS, 6" LONG A ERMdI558I E AT t2" C -C � JOINTCONSTRUCTION 5' MIL 12�t M(A1G y " 12,1 MAX t S 2 ! B RAMI' J'! (SEE TABLE.) A WEFOMES T OF 4 FOR DETAILS " DAN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 = 24 :1 48 1 MAX- Muv,--f SECTION A -A MISSIBL .. JJ 7 lEK)N .SECTION B-8 NOTE: FOR GENERA- NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET t OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE ANrdMUM T�NGTH FEE IN PERCENT a" t" Y� 0 6 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS UMITEO TO 15 FEET .REGARDLESS OF THE SLOPE. FEIVENIX CG -12 DETECTABLE WARNING SURFACE �z TYPE B (PARALLEL) APPLICATION V.7/0 VIRGINIA DEPARTMENT OF TRANSPORTATION V. -I 0 4" " - -' VERTICAL RADIUS .4 EXPANSION FOR DETAILS OF INLET 3' -LO" FRAi,E & COVER BACK OF SIDEWALK ./DINT SEE S7AFlDARD IC 7y=" BARS 'G :2. 4' 20 a BAR G I CUTPER STANDARD W -BEAM TERMINAL CONNECTOR BARS C1> :. O%" -_ $ ' w BAR ARS F ' ` I BARS B fox C 2 SUBBASE _ _ HARDWARE d BASE CLOTH ESARS F I WEEP HOLE. 3 ) 4 SEE NOTE 8 SPEti1CAT)LN502 R , :i. '4 • . a3 -A ,4 _. C sEE . NOTE 4 n " A ;4- .Psi -.e ..Psi• CG -2 NOTES: t. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. 4000 PSI CONCRETE TO BE CLASS A3 IF CAST IN PLACE, IF PRECAST, 3, CURB HAVING A RADIUS OF 300 FEET.OR LESS {ALONG FACE of CLARBIF� tE PAm FOR A5 RAbMi OURe. 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" t1S' CPTH) OR INCFASED AS MIiCH AS J" t21" DEPTH) N ORDER THAT 'WMJ OF CURB NTt)04(C1DE WITH THE TOP OF A COURSE OF THE P+j{L-L 57�$TRUCTURE: QTHERWHSE THE DEPTH. IS TO BE 18" AS SHOWN, NO' ADA>SITNENf IN THE PRICE 90 IS TO BE MADE FOR A DE(RREASE O(R AN INCREASE IN DEP $0 IS TO BE USED ON RO YS THE REOUX A I FOR C" RO MUAL BASE SUBBASE 8" VDOT 21A Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION DI -3A, 3B, 3C - -' VERTICAL BRIDGE TERMINAL EXPANSION JOINT EXPANSION FOR DETAILS OF INLET 3' -LO" FRAi,E & COVER BACK OF SIDEWALK ./DINT SEE S7AFlDARD IC KEYED CONST. JOINT BARS � APPROACH BARS 'G :2. 4' 20 a BAR G I CUTPER STANDARD W -BEAM TERMINAL CONNECTOR BARS C1> :. O%" -_ $ ' w BAR ARS F ' ` I BARS B fox C 2 SUBBASE _ _ HARDWARE NUT (SEE ST'D. GR -HOW) _ n N- 10 2 _-��`• CLOTH ESARS F I WEEP HOLE. 3 ) r. - SEE NOTE 8 ea I 41 THREE DIA, EXP, I ANCHOR 13 LONG °d o II II BAR F BAR ANTOEESSE cv 11 tl BARS D' FACE OF CURB GUTTER g CR K CONTROL JOINT CRACK CONTROL JOINT 4;_ 61 MIN, PLAN SECTION A -A 10, MAX, I NEW BRIDGE$ ATTACHMENTS m' MAx. f--AKEYED L -VARIABLE - MAX. 20' CONST.JOINT ("WARPED ONE WAY TRAFFIC - RUN-ON, 2 -GR -FOA -1, TYPE I 10 �w GUTTER 2" APPROACH iv g T BMSA GUTTER - of w IIi2. BARS G - - -T - BARS F BARS E L, $e a Ej v � EXISTING BRIDGE ATTACHMENTS AS SHOWN ON PLANS. *3" DIAMETER . BARS E CD WEEP FRONT ELEVATIONBARS BARS B (GUTTER REMOVED) ti 3'-D" $.. 5X'14' BENT PLATE SECTION B-0 A N fa R TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & S CG -7 STANDARDS, TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. TYPE A GALYAlNIZED - TYPE B 'j2" X 4" STUD SHEAR CONNECTOR WELDED CZ GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2•C -C. - CONNECTORS AND 15 TO BE ANCHORED WITH V2° X 4" STUD SHEAR NOSE DETAILS C WELDED TOBENT PLATE AT 2'C -C. .. .. S DT-3A I ... .. LDI-3C L 2„ -0PR WARPED PAVEMENT = I- ����_ FLOW FLOW - ( FLOW I - I DETAIL WHEN USED LT FOR USE ON GRADES ADJACENT TO CURB CJ FOR USE IN SAGS WITHOUT CUTTER .-BOTH SIDES TO BE SYMMETRICAL +t, XV STANDARD CURB DROP INLET SaFFEENCE" ROAR AND BRIDGE STANDARDS I�„ 3Q" PIPE: MAXIMUM DEPTH (H) 8' VIRGINIA DEPARTMENT OF TRANSPORTATION SHEET 1 OF DATE t38J70- 2.,33 302 qREVISION ,Oq Qg SEE SHEET 3 OF 3 FOR �-A STAWDARD_GR-FOA-1 TYFI I BEARING PLATE DETAILS 4 SPACES AT t'-6 4 SPACES AT 3' -ii. " SEE NOTE 6 1 2 3 4 L1.1 +f TWO SECTIONS, OF W -BEAM tRUNEON ONE SET INSIDE THE OTHER �, DIA, EXP. ANCHOR NL,- A PLAN %No 6" LONG " DIA. EXP. ANCHOR (FOR STANDARD GR -FOA -1, BOLT 6" LONG WITH TYPE II R.LAN'01`7" DETAILS, WASHER SEE SHEET 3 OF 3.) , SPLs" IF PHAL CURB REQUIR 3 5 I � REFER TOT TSTANDARD MC-4.ED. GR -FOA -1 MIN, 4 SPACES GR -2 OR TERMINAL END TREATMENT Mores: 1- FIXED OBJECTS MAY CONSIST OF BRIDGE RAILS, ABUTMENTS, PIERS, RETAININGSTRUCTURES WALLS, OR OTHER FLAT SURFACED STRUCTURES WITH VERTICAL FACE - 2. BRIDGE RAIL ENDS AND BRIDGE PARAPETS MUST BE OF ADEQUATE STRENGTH TO ACCEPT FULL IMPACT LOADING. 3 GUARDRAIL COMPONENTS SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS. 4. POSTS 1,2,3;4 AND 5 REQUIRE AN ADD- ITIONAL HOLE T�5 ATTACH BLOCKS AND/OR RUBRAL. RUBRAIL IS NOT BOLTED TO POSTS 2 AND 4, 5. BOTTOM WOOD BLOCKS LOCATED ON POSTS 1THROUGH 4 ARE CENTER DRLLED AND SECURED WITH % GUARDRAIL BOLTS (LENGTH AS REQUIRED). 6. APPROPRIATE LENGTH %" DIAMETER ASTM A449 HEX BOLTS WITH WASHERS MUST BE ED WITH THRU DRILLED, HOLES AND. A ' BEARING PLATE; ON THE BACK SIDE OF THE BRIDGE PARAPET OR TERMINAL WALL. 7 DRIVE NAIL WITHIN 2 OF THE TOP OR BOTTOM OF THE BLOCKOUT AFTER U" X 18 -BOLT IS INSTALLED. g 8- SEE SHEET 3 OF 3 FOR RUBRAIL BLOCKOUT DETAILS. - -' VERTICAL BRIDGE TERMINAL RECESSED TG GUARDRAIL BOLT AND WALL OR 1SURFACE OTHER FLAT 2- STRUCTURE STANDARD W -BEAM TERMINAL CONNECTOR 1 z STANDARD W -BEAM RAIL O%" X 2" LONG GUARDRAIL BOLT & RECESSED NUT (SEE ST'D. GR -HOW) _ n N- 10 2 _-��`• L U 3 ) 4 5 6 7 8 THREE DIA, EXP, I ANCHOR 13 LONG L` COMMON NAL_ SEE NOTE B. - (SEE SHEET : ` OF 3) 0LT 6" WITH WASHERS. I--"`-- N g I ( %,T UA I SEE NOTE 6 1 2 I - ELEVATION NEW BRIDGE$ ATTACHMENTS SECTION C -C SECTION A -A SECTIONE3-B ONE WAY TRAFFIC - RUN-ON, 2 -GR -FOA -1, TYPE I - RUN-OFF, 2 -313 -FOA -1, TYPE II CD TWO WAY TRAFFIC - RUN-ON, 4 -GR -FOA -1, TYPE I CIDU < EXISTING BRIDGE ATTACHMENTS AS SHOWN ON PLANS. CD TWO SECTIONS OF W -BEAM ONE SET INSDE THE OTHER [ T l ¢ GR -FOA -1 MIN, 4 SPACES GR -2 OR TERMINAL END TREATMENT Mores: 1- FIXED OBJECTS MAY CONSIST OF BRIDGE RAILS, ABUTMENTS, PIERS, RETAININGSTRUCTURES WALLS, OR OTHER FLAT SURFACED STRUCTURES WITH VERTICAL FACE - 2. BRIDGE RAIL ENDS AND BRIDGE PARAPETS MUST BE OF ADEQUATE STRENGTH TO ACCEPT FULL IMPACT LOADING. 3 GUARDRAIL COMPONENTS SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS. 4. POSTS 1,2,3;4 AND 5 REQUIRE AN ADD- ITIONAL HOLE T�5 ATTACH BLOCKS AND/OR RUBRAL. RUBRAIL IS NOT BOLTED TO POSTS 2 AND 4, 5. BOTTOM WOOD BLOCKS LOCATED ON POSTS 1THROUGH 4 ARE CENTER DRLLED AND SECURED WITH % GUARDRAIL BOLTS (LENGTH AS REQUIRED). 6. APPROPRIATE LENGTH %" DIAMETER ASTM A449 HEX BOLTS WITH WASHERS MUST BE ED WITH THRU DRILLED, HOLES AND. A ' BEARING PLATE; ON THE BACK SIDE OF THE BRIDGE PARAPET OR TERMINAL WALL. 7 DRIVE NAIL WITHIN 2 OF THE TOP OR BOTTOM OF THE BLOCKOUT AFTER U" X 18 -BOLT IS INSTALLED. g 8- SEE SHEET 3 OF 3 FOR RUBRAIL BLOCKOUT DETAILS. ITEM - -' VERTICAL BRIDGE TERMINAL RECESSED TG GUARDRAIL BOLT AND WALL OR 1SURFACE OTHER FLAT 2- STRUCTURE STANDARD W -BEAM TERMINAL CONNECTOR 1 z STANDARD W -BEAM RAIL O%" X 2" LONG GUARDRAIL BOLT & RECESSED NUT (SEE ST'D. GR -HOW) _ n N- 10 2 _-��`• RECTANGULAR PLATE WASHER (SEE ST'D. GR-HDW) ip GALV-STEEL 10D N H•;N (SEE SWEET 3 OF 3) L` COMMON NAL_ SEE NOTE B. - (SEE SHEET : ` OF 3) T N g I ( %,T UA I SEE NOTE 6 BLOCK OR RECYCLED MATERIAL I - WASHER FOR 3/y" DOL T SEE NOTES -,4 & 5- A L L J SECTION C -C SECTION A -A SECTIONE3-B ITEM MATERIAL/SPECIFICATIONSINQTES v RECESSED TG GUARDRAIL BOLT AND L� j STANDARD 6" x 8" WOOD POST AND BLOCK �3 STANDARD W -BEAM TERMINAL CONNECTOR 40 STANDARD W -BEAM RAIL O%" X 2" LONG GUARDRAIL BOLT & RECESSED NUT (SEE ST'D. GR -HOW) >t1 RECTANGULAR PLATE WASHER (SEE ST'D. GR-HDW) BENT PLATE RUBRAL (SEE SWEET 3 OF 3) QC6 X 8.2 RU13RAIL (SEE SHEET : ` OF 3) 8" X S" X T -G" LONG WOOD POST & g B" X 8" X 14" LONG TREATED PINE BLOCK OR RECYCLED MATERIAL t0 WASHER FOR 3/y" DOL T SPECIFICATIONA COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVD0 - REFERENCE W -BEAM GUARDRAIL - FIXED OBJECT ATTACHMENT ROAD AND BRIDGE STANDARDS SIDS FOR USE BETWEEN VERTICAL FIXED OBJECTS AND GUARDRAIL (WOOD POSTS/ REVISION DATESHEET I OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 01/14 _501,25 " 4 Aa , ' a � - .� 3,000 PSI CONCRETE °0°0°0°0°0°0°0°0 4" -- VDOT #21A BASESTONE Ono 0 0 0 0 0 0 `COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION C1 3 Not To Scale 2" OF SM -9.5A SUPERPAVE O°D,0 0 000000000 a o 0 0 0 0 0 0 6" _ VDOT #21A BASESTONE II i I �I II COMPACTED SUBGRADE MIN.. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARKING LOT Not To Scale 2" OF SM -9.5A SUPERPAVE 3" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 O0o0o00000°00000 0 0 0 0 0 0 0 0 16 _ VDOT #21A BASESTONE Iii -II! i-! I Ii I it II I I COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR TRAVELWAYS Not To Scale 4 Dum sten Pad Deta Iv 13 Not To Scale `CMU TREATED WOOD GATES FINISH TO MATCH BLDGS +ILD' Gx6 KEY - SECTION TREATED WOOD GATES FINISH TO MATCH BLDGS STONE 6"- 3,400 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21A COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED STONE #4 0 @ 16" O.C. APPROX. FIN. GRADE #4 0 @ 30" O -C - #3 0 @ 12" O.C, 4 x 4 STEEL. COLUMN 12-0' DUMPSTER PAD ENCLOSURE DETAIL Not To Scale Date 01/25/2017 Scale 1.111 Y N A Sheet No. C13 OF -21 File No. 1 x.020 v v � E E- -EE E E U G.7 C.D 41 E CD CIDU < �¢¢ CD a [ T l ¢ �3 v - CZ C C S LT CJ CJ +t, Date 01/25/2017 Scale 1.111 Y N A Sheet No. C13 OF -21 File No. 1 x.020 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE DIMENSION B WITH PART V, SECTION 0 OF THESE SPECIFICATIONS. 1 1/2' 311' ,4 318' SET DOGHOUSE BASEa EXISTING SANITARY a 5'0' ON CONCRETEBLOCKS- SEWER PIPE 3' 5' MIN. DOGF{OUSE OPENING SHALL MIN. 12" CLEARANCE 6' Mlft BE PREFORMED BY BETWEEN EXISTING PIPE 1 12' MIN. MANUFACTURER OR '" •, 'F AND STONE BEDDING GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. SAW CUT TO FIT PIPE ' 4" DIP OUTSIDE DIAMATER 54" MAX. PLUS 6". - RESTRAINED JOINT FITTINGS 12" THICK VDOT NOTES: } 11 �. NO. 68 STONE BEDDING • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. 8'x8"x16" AND 4'x8"x16' o SOLID CONCRETE BLOCKS l . REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. (:ENTER w/RISER -' DOGHOUSE MANHOLE BASE • REFER TO FIG, W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER WALL (4 EACH) �E FILL DOGHOUSE OPENING °7 MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE - BE CON5TRUCTEO AS SHOWN % H 3.000 PSI CONCRETE NTS ON FIGURE S -1-A /` OR NON -SHRINKING GROUT FIG. W -6C ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-d" BEYOND BASE OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING a 12' MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW II 11 III III 1111111 it Ili 111 Tilt iiliil ii Til Ill lli iillll III ill it Iii ii ii lli ill Ii iillii 11 11 i NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S -1-A1 __ --- TD -26 [COVER LIFT NOTCH -14 112" -12 1/2" 12 3/8" WATER CAST IRON LID 18" METER BOX � r ti � Z 18„ 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD -13 4" DIAMETEI AND VALVE WATER vA F?IGC I„LJil,-iI+LV VLII'11 I I 1111\VJ ON-LINE (TYPE "B„) .J. PLUG VARIES THREADED COUPLING - PWC NIPPLE AND CAP PVC SLEEVE - or b BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK- to METER BOX (SEE FIG. W-7) VALVE 0 NO. 57 STONE M.J. FITTING- -2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES \-2" PVC OR BRASS PIPE ''-'WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 311' � E 318' 2' 311' 5'0' 318' 3' 5' MIN. 0' MIN, 6' Mlft r w 1 12' MIN. SEWER SERVICE LATERAL CONNECTION NOTES: GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. 2" CORP. STOP 4" DIP -4" PLUG THREADED FOR 54" MAX. w E r' RESTRAINED JOINT FITTINGS 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE NOTES: In • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. 72" M o E . REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE • REFER TO FIG, W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER wN �E PROTECTION FOR BOLTS. °7 • USE 2500 P.S.I. CONCRETE. - LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE NTS *LAYING LENGTH (MIN) FIG. W -6C a TD -12 3" STANDARD METER=19.29" TRANSITION OF FLOW BETWEEN TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED INLET & OULET PIPE SHALL BE 3" COMPOUND METER -24.25 �© x _ 11 1 /4 TO THE MANHOLE. DIA OF LARGEST E w w �I I-II �•- �L I MIN. 6" BEDDING WITH NO. 68 STONE U 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SNAIL BE CONNECTED USING A PIPE SADDLE. CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE I-•• EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE uta N� TYPICAL MANHOLE WITH DROP CONNECTION - v r NTS 0.26 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% ) (1/4" PER FOOTfy TD -28 22 1/2 I- l.1 o � E 4r•,� Z 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN 3.16 2.91 (� 0.32 E Y E b E O DIAMETER OF 4". 2.16 2.67 0.13 N Z E W N p N "9 lL 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 90 w a 3.83 3.42 0.83 to w rn o OF 3 FEET. 7:% _ �I 3-58 ¢ o 6 3.83 SALT a d G? 22 1/2 `2 2.58 GROUND TREATED 2 x 4 11 1/4 1.83 MARKER E 0.18 -�FINISHED v U E J \ E E-zo �E t O PLUG END OF MAIN LINE SECTION SERVICE 45'0' 0" LATERAL Zp �E F 1 E \_ rE. o f W E o f W A Uj cl N N LL IN LINE WYE -TEE 0 0 PLAN VARIES R TYPICAL MANHOLE FRAME & DOVER SEWER SERVICE LATERAL CONNECTION N.T.S. N.T.S FIG 84-D FIG. S-2 TD -31 TD -33 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 311' 510' 318' 2' 311' 5'0' 318' 3' 5' MIN. 0' MIN, 6' Mlft 4' 5' MIN. 1 12' MIN. A. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. DOOR HINGES _ I I I I I I � { ( I I I I LIFT HANDLE I ----------------- TYPICAL METER VAULT N,T,S, FIG. W -7A TD -14 SIDE VIEW .75' DIAMETER DRILILED DLE FOR TOUCH READ (NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH . p • - _ a. -r,r. •t'nl ._�,,,,, 44° MIN, 6" MIN. 6" MIN. 4'.. (22.5" FOR COMPOUND METER) a'. 4 ' d •O. a 64 - °[7. d.. .. . (22.5" FOR COMPOUND METER) a 18" MIN. I -K'-- t 7.5'--f-•I 37" MIN, 12" MIN. WINGNUT LOCKING ASSEMBLY OD BYPASS NOTES; 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W -7C TD -16 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-O" MAX 2' - 0 RUBBER COATED STEEL STEPS CAST IN PLACE 3'4" MIN PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATION a DIFFERENCE ACROSS M.H. 5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOWCONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING -- SEWER.'' a a. e 12„ A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -1-A TD -25 VARIES FRAME & COVER VALVE 80X 120" TEE AND PLUGS TO METER BOX (SEE FIG. W -6A SLOPED AREA 00 THRU W -7E). BLOCK WALL SLEEVES W/ 18" MIN. 1'-0 MAX a 12" 2" GATE VALVE W� 2" COPPER 'e•' VARIES A. WATER MAIN M.J. FITTING 2" CORP. STOP 4" DIP -4" PLUG THREADED FOR 54" MAX. 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS TEST CONNECTION NOTES: STRAINER METER 18" MIN. • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. 72" M • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. o . REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. 16" MAX • REFER TO FIG, W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. A • USE 2500 P.S.I. CONCRETE. - LARGE METER SERVICE LINE NTS *LAYING LENGTH (MIN) FIG. W -6C TD -12 3" STANDARD METER=19.29" �a FRAME & COVER BEND DIMENSIONS 120" TEE AND PLUGS STREET SURFACE OR SLOPED AREA 00 STEEL COUPLING BLOCK WALL SLEEVES W/ 18" MIN. 1'-0 MAX a 12" 2" GATE VALVE W� ` WATERPROOF SEAL A. 36' MIN. COUPU�NRG THREADED CONNE TIONS �= OR APPROVED EQUAL 3'-0" MIN 54" MAX. 6' MEN 2' TO 10' (27°'} THE DROP CONNECTION SHALL BE TEST CONNECTION METER � 2" BRASS PIPE STRAINER METER 18" MIN. 5" BACKFILLED IN 6" LAYERS AND 72" M STRAINER o ' 16" MAX 12" MIN. iB" MiN�/--#•-16" MINI -m- 44 __ E"'� 5" MIN�'r- *-�►-IB" MIN.�r1---'Y1.•� 'A 2.00 A 6" MIN. 6 MIN. IN" MIN' - 12"MIN 12" IN . AI CROSS M.H INLETTO *LAYING LENGTH (MIN) OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH 3" STANDARD METER=19.29" TRANSITION OF FLOW BETWEEN _ INLET & OULET PIPE SHALL BE 3" COMPOUND METER -24.25 a 12' . IN 0.15 11 1 /4 rg M-----3/4 N. 24" X ET ALUMINUM TE ACCESS HATCH OVER METER AND TEST TAP &0" MIN. NOTES: 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATERPROOFING COMPOUND 3, PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. TYPICAL METER VAULT (3" METER) NTS FIG. W -7D TD -17 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE } WATER 1 f 11x, .'•� >__ J 2500 P.S.I. CONCRETE a THRUST BLOCK • a. A • 4 a . ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE a ml 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXIES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE FOR ALL BENDS NTS FIG, W-5 45' I Qp a �I JU M. SHIMP C. No. 45 83 116 �Q _ _ GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF X68 STONE - FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL-, INITIAL BACKFILL nll . #68 STONE ILAR FILL AS COVED BY ACSA j� t STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 45' FRAME & COVER BEND DIMENSIONS STEPS SHALL RE RUBBER COATED � TEST CONNECTION TEE AND PLUGS STREET SURFACE OR SLOPED AREA 00 STEEL COUPLING 2'- 1 °' �-RUBBER COATED STEEL STEPS 1'-0 MAX a 12" 2" GATE VALVE W� ` PRECAST REINFORCED CONCRETE A. 36' MIN. COUPU�NRG THREADED CONNE TIONS �= OR APPROVED EQUAL 3'-0" MIN 54" MAX. 6' MEN 2' TO 10' (27°'} THE DROP CONNECTION SHALL BE A Li METER � 2" BRASS PIPE ACCOMMODATE ANCHOR IF 5" BACKFILLED IN 6" LAYERS AND 7 CU. FT. VALVE EIOx #68 STONE STRAINER 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX 12" MIN. iB" MiN�/--#•-16" MINI -m- 6" GATE REQUIIRED � I p• 2.00 �f'^"'• BLOCK 30' 30" MAX. BLOCK ° Q - 12"MIN 12" IN . PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE } WATER 1 f 11x, .'•� >__ J 2500 P.S.I. CONCRETE a THRUST BLOCK • a. A • 4 a . ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE a ml 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXIES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE FOR ALL BENDS NTS FIG, W-5 45' I Qp a �I JU M. SHIMP C. No. 45 83 116 �Q _ _ GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF X68 STONE - FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL-, INITIAL BACKFILL nll . #68 STONE ILAR FILL AS COVED BY ACSA j� t STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 45' FRAME & COVER BEND DIMENSIONS SEE FIG. S -I -D, E TEE AND PLUGS STREET SURFACE OR SLOPED AREA 00 NON -PAVED AREA 2'- 1 °' �-RUBBER COATED STEEL STEPS 1'-0 MAX a CAST IN PLACE ` PRECAST REINFORCED CONCRETE A. �� SECTIONS WITH "0" RING SEALS �= OR APPROVED EQUAL 3'-0" MIN L 6' MEN 2' TO 10' (27°'} THE DROP CONNECTION SHALL BE A Li DUCTILE IRON PIPE (CLASS 50) ACCOMMODATE ANCHOR IF 5" BACKFILLED IN 6" LAYERS AND 7 CU. FT. VALVE EIOx #68 STONE COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 6" GATE REQUIIRED � I p• 2.00 42"MIN vVRLVETEE ° Q NIMUM ELEVATIONCE 12"MIN 12" IN . AI CROSS M.H INLETTO VARIE. OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH 41 TRANSITION OF FLOW BETWEEN _ INLET & OULET PIPE SHALL BE 2.D0 + A PROVIDED. 12' . IN 0.15 11 1 /4 rg M-----3/4 DIA OF LARGEST 2.50 PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION 2.66 NTS 0.26 FIG. S -I -C TD -28 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE } WATER 1 f 11x, .'•� >__ J 2500 P.S.I. CONCRETE a THRUST BLOCK • a. A • 4 a . ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE a ml 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXIES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE FOR ALL BENDS NTS FIG, W-5 45' I Qp a �I JU M. SHIMP C. No. 45 83 116 �Q _ _ GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF X68 STONE - FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL-, INITIAL BACKFILL nll . #68 STONE ILAR FILL AS COVED BY ACSA j� t STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 45' DEGREE BEND DIMENSIONS - I max TEE AND PLUGS VOL. PLUG .I OF (FEET) r 2 J (FEET) NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - VILLE THREADS WHICH 15 r BEND , THE LOCAL STANDARD. 1 1 `, t� L LENGTH OF BRANCH VARIES FOR TEE OR WYE FITTINGS L 6' MEN 2' TO 10' (27°'} WIDEN TRENCH TO --- = 18"-22" ACCOMMODATE ANCHOR IF 2.50 7 CU. FT. VALVE EIOx #68 STONE REQUIRED. M BEDDING AS 6" GATE REQUIIRED � I p• 2.00 42"MIN vVRLVETEE 2.60 0.15 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1/2 1.50 2.00 2.52 0.10 2.D0 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3-66 3.16 3.21 0.48 8„ 45 2.66 2.66 2-77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 45 3.33 3-58 2.95 0.43 3.83 4.00 2-83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES SIZE, DEAD ENDS AND AT VALVES. USE 2500 P.S..I, CONCRETE. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT - THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG, W-3 TD -3 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WTH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYnRANT AS'~FMRI Y nFTAII N.T.S. FIG. W-4 TD -8 LANDSCAPING NOTES: _v TREE COVER REQUIREMENT (SEC 32.7.9,8): 15% FOR RESIDENTIAL USES BETWEEN 10 AND 20 DU/AC. 11.63 ACRES (43560 SF) = 506,602 SF X .15 = 75,990 SF REQUIRED PROVIDED: 42,135 SF OF PRESERVED WOODED AREA (SEE SHEET C17) + 33,921 SF OF NEW CANOPY AREA PROVIDED (SEE TABLE BELOW) = 76,056 SF CANOPY STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 50' OF ROAD FRONTAGE: 1171 LF/50 = 23 TREES REQUIRED PROVIDED: 31 NEW TREES PROVIDED PARKING LOT LANDSCAPING — (SEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING SPACES, 345 SPACES/10 = 35 TREES REQUIRED 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS. 124,220 SF X .05 = 5,211 SF REQUIRED PROVIDED: 56 TREES PROVIDED 25,168 SF LANDSCAPED AREAS PROVIDED NOTES: 1. Required Landscaping depicted as simple circles on plan. Biofilter landscaping depicted with unique symbols. Biofilter landscaping is not required for zoning and is not listed or tabulated with required street tree or canopy calculations. 2. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 3. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 4. Caliper of tree must be measured at least six inches above the ground. 5. Limb up trees over time in sight easements to appropriate height PLANT LIST FOR OLD TRAIL 7/21/17 PLANTS AS SPECIFIED IN PLANT LIST ORAS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BYSET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT, ROOTBALL SHALL NOT BE MORE THAN )" ABOVE FINISHED GRADE MULCH 2" DEEP b IMMEDIATELY AFTER js 4 REMOVE BURLAP FROM KEY BOTANICAL NAME COMMON NAME SIZE a. QTY CANOPY TOTAL CANOPY BERM PREPARED SOIL FOR SHRUBS FINISHED GRADE SHADE TREES i •;b1fl: SOIL SURFACE 3 iGlli3 �� w d > } ROUGHENED TO BIND NEW SOIL AROG ACER RUBRUM'OCTOBER GLORY' 'OCTOBER GLORY` RED MAPLE 21/2" CAL 14 397 5558 GBPS _ GINKGO BILOBA'PRINCETON SENTRY' 'PRINCETON SENTRY' GINKGO 21/2" CAL 10 14 140 LSR LIQUIDAMBAR STYRACIFLUA'ROT_ UNDILOBA' ROUND -LOBED SWEETGUM 21/2" CAL 18 206 3708 QP QUERCUS PHELLOS WILLOW OAK 21/2" CAL 24 370 8880 UPA ULMUS PARVIFOLIA'ALLEE' 'ALLEE' ELM 21/2" CAL 22 366 8052 ZSVG ZE:LKOVA SERRATA 'VILLAGE GREEN' 'VILLAGE GREEN' ZELKOVA 21/2" CAL 5 452 2260 EVERGREEN TREES _ IXMO _ iLEX'MAGLAND OAKLEAP OAKLEAF HOLLY 6' 8 23 184 CJY _ C:RYPTOMERIA JAPONICA'YOSHINO' 'YOSHINO' CRYPTOMERIA 6' 5 123 615 ORNAMENTAL TREES _ AGAB AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' 'AUTUMN BRILLIANCE' SERVICEBERRY 6' 4 130 520 CCFP CERCIS CANADENSIS TOREST PANSY' 'FOREST PANSY` REDBUD 6' 1 124 124 LIA _ LAGERSTROEMIA INDICA'ARAPAHO' 'ARAPAHO' CRAPEMYRTLE 6' 13 77 DECIDUOUS SHRUBS _ CASX CLETHRA ALN I FOLIA'SIXTEEN CANDLES` 'SIXTEEN CANDLES' SUMMERSWEET 24" 13 16 208 FGMA FOTHERGILLA MAJOR'MOUNTAIRY' 'MOUNT AIRY'FOTHERGILLA 24" 8 20 160 HQSQ HYDRANGEA QUERCIFOLIA' SNOW QUEEN' 'SNOW QUEEN' OAKLEAF HYDRANGEA 24"-36" 7 16 112 IVHG IT_EAVIRGIN ICA'HENRY'SGARNET 'HEN RY'SGARNET' SWEETSPIRE 24" 9 64 576 VNB IVIBURNUM NUDUM'BRANDYWINE' 'BRAN DYWINE'VIBURN UM 4' 6 28 168 BROADLEAF EVERGREEN/SEMI-EVERGREEN SHRUBS ABLR ABELIA `LITTLE RICHARD' 'LITTLE RICHARD' ABELIA 24" 31 0 ICC _ ^', ILEX CORNUTA'CARISSA' _ 'CARRISSA' HOLLY 24" 50 14 700 IGS ILEX GLABRA'SHAMROCK' 'SHAMROCK' INKBERRY HOLLY 24" 68 23 1564 JHW rJUNIPERUS HORIZONTALIS'WILTONII' 'WILTONII' CREEPING JUNIPER 24" 13 0 JVGO JUNIPERUSVIRGINIANA'GREYOWL' _ 'GREY OWL' 24" 42 0 PLOL PRUNUS LAUROCERASUS'OTTO LUYKEN' 'OTTO LUYKEN' CHERRY LAUREL 24" 23 10 230 PLS ' PRUNUS LAUROCERASUS'SCHIPK:AENSIS' 'SCHIP'S' LAUREL 36" 3 10 30 RMRR RHODODENDRON MAXIMUM'ROSEBAY RHODEDENDRON' J ROSEBAY RHODE DEN DRON' 36" 43 0 VXBM VIBURNUM X BURKWOODII'MOHAWK' 'MOHAWK' VIBURNUM 3' 6 22 132 TOTAL CANOPY1 33921 LANDSCAPE NOT REQUIRED BY COUNTY CODE G ROUNDCOVER/VI N ES LS LIROPE SPICATA CREEPING LILYTURF BR _ NFWL NEPETA'WALKER'S LOW' 'WALKER'S LOW' CATMINT #3 17 PT PARTHENOCISSUSTRICUSPIDATA BOSTON IVY BR 14 ORNAMENTAL GRASSES CAKF CALAMAGROSTIS ACUTI FLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS #3 12 _ EABD_ ELYMUS ARENARIUS'BLUE DUNE' BLUE DUNE LYME GRASS #3 39 MC MUHLENBERGIA CAPILLARIS MUHLY GRASS #3 44 PAH _ PENNiSETUMALOPECUROIDES'H_AMELN' DWARF FOUNTAIN GRASS #3 58 PVS PANICUM VI RGATUM'SHENAN DOAH' SHENANDOAH SWITCHGRASS #3 147 WILDFLOWER MIX TO BE ERNMX-181; NATIVE STEEP SLOPE IMIX WITH ANNUALRYEGRASS; SEEDING RATE: 60 LBS/ACRE _L SET TRUNK PLUMB. SEE PLANS OR EXACT LAYOUT AND SPACING. SPECS.TREE TIES, SEE �I SET 180 DEGREES-� APART - FINISHED GRADE'-~ APPLY PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH WA TERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS,PLANTING SOIL, AND iii PLANTING SOIL AMENDMENTS. / REMOVE BURLAP & .! !. 177 -7 -- OF ROOT BALL TWO TIMES UN DISTURBED i :. DIA. K-2-'VREE PLANTING DETAIL It RScale SEE PLANS FOR EXACT LAYOUT, SPACE PLANTS AS SPECIFIED IN PLANT LIST ORAS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BYSET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT, ROOTBALL SHALL NOT BE MORE THAN )" ABOVE FINISHED GRADE MULCH 2" DEEP b IMMEDIATELY AFTER js 4 REMOVE BURLAP FROM PLANTING AND WATER Q TOP )J3 OF ROOTBALL THOROUGHLY. a. 3" TALL WATERING PLANTING PIT. O BERM PREPARED SOIL FOR SHRUBS FINISHED GRADE i •;b1fl: SOIL SURFACE 3 iGlli3 �� w d > } ROUGHENED TO BIND NEW SOIL 1 SHRUB PLANTING DETAIL C 1 4Not To Scale % i r ' GLEIS ,: 40, New Sidewalk/� If ? tIiLandscaping Esmt UPPER i- 1 — ---1 0 W x 7•,y Ld -� ';s Sight Distance Ii © a T Easement c°�; `� a Al o l rn�� Building 100 P r in cxr op �Over g / • O j MIDDLE UNITS FFE 668.00 ` -� n a G JU I M. SHIMP �f j Il j No. j 1183 NZZ S a N' �x Note: For trees within the Sight Distance Esmt} all LOWER UNITS FFE 666.67 1 branches shall be trimmed R0� to maintain a clear vision � E v �--- _ fora vertical height of one E ff , hundred twenty (120) inches < 1 Q above the roadway surface o(nu)<� CCFPZD 0 J� I ` a 0 0 ! mN A. _v -,I f CO I 1 I ! I ! I I I � � I M N .� � ,� J • - .�... _ � � + �. / z I It z'..�' c.q , °s,'. R. •£, �• ;y yQs °B _ r'''Y. s' s.s :►- :a. "s t.. ps•s .. •.CJ"'t'A :y,` r 'H. .�lp�. .♦r'f �. f W W IL Pro ert OLD TRAIL DRIVE New Sidewalk and I w o Propy VARIABLE WIDTH PUBLIC ROW Landscaping Esmt o Line (typ.) -~ _ ,� ; �- DB 2886 PC 134 — 155 (PLAT) ` ' n °3 F � - '•-^'y "-. Y. . 7• 3Y -' x ��s�'•��. ��.8 �� 1" �,,,,� ....`• r++. ^"^� a •• '�' � �'4 b 4.. x o. '~ P1 ',7'�•, "^,+i i - _ � ���'� ",�•' - `_ .` � 7 °'+ 1 ter,,,,., ��,V.,,,,,y.w•+s, ^�.......+--- '� m .'�•"" ;9 y , ar.. a_. r..,. a...., e-- 'r 0."„ a - �'r-++' .;�.��;�;• °-�..,�,,� \w,��.,�"•. J ..� a....,r- : v '^ ?. .�• ` tea-- r"-" ys._- - - -r-• M- rte*• di= r, --.r e.-„.,'m,_.§etr-- se r .�+.,. ,..,�., „_� �” ' .� . yaar " ice`—jsti... ' x'.. 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Pole mounted fixtures shown shall be mounted at a height of 16' above finished grade. 2. Light fixtures shall have a dark bronze aluminum finish. 3. Each outdoor luminare equipped with a lamp that emits 3,090 or more initial lumens shall be a full cutoff luminare and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminares onto public roads and property in residential or rural areas zoning districts shall not exceed one-half footcandle. 4. Footcandles above 20 on plan have been granted an exception by the County due to staff error. 5. Ground -level illumination from combined wall- and ground -mounted light fixtures shall not exceed 20 footcandles (unless otherwise noted) and shall not contribute to spillover on the property line in excess of half (0.5) a footcandle. Schedule Symbol Label Quantity Manufacturer CatalogNumber Description P Lam P Number Filename Lumens Per Light Loss Wattage oc:E Lamps Lamp Factor Cr v E � 3 PHILIPS GARDCO ECF-3-135LA-6470-NW ECOFORM SLE 2.1 LIGHT 1 ECF-3-135LA- 15791 1 276.4 ❑ D ARRAY OF 64 6470-NW.ies 8 ° LUXEON T LEDs _ Cf ❑ y_ DRIVEN AT 0 r 700mA c 0 +00 2 PHILIPS GARDCO ECF-4-135LA-6470-NW ECOFORM SLE 2.1 LIGHT 1 ECF-4-135LA- 15193 1 415.5 ❑ E ARRAY OF 64 6470-NW.ies ° ❑ LUXEON T LEDs ❑ DRIVEN AT 700mA ,qtr, 30 0 ■ ■■ ■ ■ • •0 9 ■ ■ ■ ■ ■ Scale: 0 0 � fJ Z w W Z V z �✓ W W LL Z z D M a.,2 N W F- �> D W W 0 ui oz 1 0P 'To M. 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Required o n all structures with a 4 or r3 - �T6-OUTS STORM PROI-ILE � .= ter_. _ -_ '^: =:____'=='_'_._____";1r - �_. _. r_, T__ _ Cc _._ __ __._ _.___._ _ ,-- QD ____ --- ___--_T �-� _.__ _ _. _____ _ 4a greater drop and Safety Slabs (S L -1) *\ . G 2 HCR: 1 ”=3a, VERT: 1 "=14' - 64 Q+00 1 a+5a 11 +aa 11 +50 12+Qa 12+5 9 ,�+50 1 on all structures taller than 12.0.' ('7ST10 OUT4 STORM PROFILE C2Q HCR: 1"=30, VERT: 1"=10' EC-i_, SL-1 BARS a 8" C C TYP. N ��� DETAIL 1 DETAIL 2 B s" C- z a B" C-C TYP. k-1 I§"•8 DETAIL 3 .. 2 Q�) -- s___ r /i J • _ _ t ,A t} A �' j QFFIAPEMID TO A •' I I I A @ T B ^.' _� 0 } LARGEST PIPE. J l �' ! %j i L IH—T I Ir_mlaMErER `�. M rUj _ __ _ 1��, `. ! ,'te SHAPE CONTOURt] i I .. ..; j L_•'. B � I I I I I I T t�,IIII,4 = I I i i T T Ti i TTT III`',� .e -.-. 0 :!� , . •� �. r. _. 1 r�l STRUCTURE SIZE AND Ili x r 9 x PLAN WALL THICKNESS VARIES PLAN \i r -/ 1 GEOTEXTILE Q, !_ • _ ^ SLOPE TO DRAM TO INVERT ], FABRIC GEOTEXTLE FA@RIC - OF OUTLET PPE .EaTEXTIL A �`•.,;,'�' SEGTIt�N A-A •' - FABRIC `• :' : • 0 5; 'SECTION A-A SECTION A-A SECTION A-A '' :+;T�:i� :+►s �;-:� " ,: . il� aL — •:' METHOD OF TREATMENT IN DROP INLETS '�y DIFFERENT SIZES OF ':, PIPE5 ARE ENCOUNTERED. ° ' < in MIN. a'sW * LASS A3 CONCRETE •'• CLASS A3 CONCRETE •., \! NOTES: SECTION A-A z \ SECTION B-B r ,. FOft MU-TPI E LINE NSTALLATIOtr,S, DIMENSION S IS TO GOVERN THE PROTECTION '1 OUTSW THE CHANNEL WTDTH 4W). NOTES= \I I < 2. ON ANY INSTAL LATDM REOUIRINC CULVERT OUTLET PROTECTION WHERE NO ENDWALL SNAPNNO..OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH 1. THE STA DARD SAFETY SLAB ISL D IS TO 8E USED ONLY WHEN SPECFED N THE PLANS •• 1 ' ~° ON THE DRAINAGE SUMMARY SHEET MWOR TtIE DRAINAGE OESCRPTION FOR MANHOLES THIS DRAWING IS TO APPLY TO THOSE STRUC7CkCES SPECIFED SLOPE TO DRAIN JUNCTION BDItES ANO DROP IIIEIS WRH FiENGHfTS GREATER THAN 12 FEET THE SPAC ti OF OR ENOSECT OM 6S 5PECIFED ON THE PLANS CONSTRUCTION R 7O SEN iCCORDANGE ON ftANS OR WHERE INVERT OF PIPE 1$ ABOVE INVERT aF t • � t • TO INVERT OF q` WITH DETAIL 2 SHOWN ABaVE: SIRUCtU , ADJACENT SAFETY SMP SHALL BE B' TO 12' WITH NO SAFETY SLAB LOC%TED WITHAN I1 FEET OUTLET PIPE OF THE TOP OR 8077061 OF THE STRUCTURE. SAFETY SLABS SHN.L NOT BE LOCATED BELOW 3, .EOTEXTLE FABRK: TO BE ISTALLED UNDER CLASS A1,% AND Y MATERLALS IN MOLE pORR pp��pppp INLET IS TO BE FORMED AND CONSTRUCTED ANY BEET RPE OF 3a' DIAMETER OR .GREATER, ACCORDANCE WITH THE SPECIFLCATIONS. ll RDAICE:WITH APPLICABLE .STANDARD OT SPECIAL DRAWN.. f f ` 2. THE COST OF THE SL-1 6 INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS F E THE ERT SH NO AS DETAILED HEREON S TO CORSIST of l4 FOR FURTHER DETAILS ��� 4, S - DIAMETER OF CIRCULAR CU OR SPAT FaR BOX. F1LIPIICIi OR ARCH 4tlLVERT, pORjp��h tANCRESE MIX COhFQRMNG TO 'CLASS A3 OR �' H DIAAET,7i OF alHauLAR CUL T OR RISEfHt7GHT FOR eaX. F1 LIPTCAL OR ARCH CLASS Cly ExCEF17T 7NAT 29X OF COARSE A.d2E.ATE Y BE I w » 3. ACCESS OPEHNIiGS ARE 70 8E STAGGERED FROM ONE SIDE OF STRUCTURE TO THE CULVERT. UP TS 4 N DIRT A AND CONSIST OF ST K, > ( ! : OTHER WHERE APPLICALE. STEPS ARE TO BE STAGGERED ACCORDINGLY. @A'15 a W' C-C TYP. (� r �} SECTION B-B a USE TYPKAL SECTION SHOWN ON PLANS FOR ST7E 5LOPE BOTTOM WIDTH AND DEPTH BROKEN CONCRETE OR BROKEN CONCRETE BLOCK THE SURFACE ,5. ,, i . 4. SAFETY SLAB MAY BE CAST-IN-PLACE OR PRECAST. CAST-IN-PLACE CONCRETE TO BE r �? ` ' 1 OF CHAIN MIEL OR MATCH EXISTING DITCH OR NATURAL �RO�ND. SHALL 8E CEPY .SMOOTH @Y MANS OF HAND TROit ELLING. NONE 1 CLASS A3 13000 PSik PRECAST CONCRETE S TO 8E A 4 (4000 PSD. REINFORCING , ' '.. '• 4#5 . =+ . • • ; • (tAJIIM�NMOCt�ItTLET OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.. A . " TYPE OF OUTLET PROTECTION MATERIA_ MAT Y H,IiNMiUM +'T . 4 STEEL TO BE IN ACCORDANCE W171i AASHTO M31. • t " ";I •r '�a' .i�•�,r_. (FOR DESIGN S70F�,} CINCHES) DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE -- ° pt% �CaIHOUTLET PROTECTION MNUMUM LENGTH 0.) PURPOSES ONLY. EALJH MANHOLE OR DROP INLET FS TO SHAPED - - Y S. ►CCE55 OPF_AM165 MAY BE 30' 064AETER OR 36 SQUAREWHEN 5TRUCTURE WDTH ISNDIYDSES TO 9EST FITTHE PARTHDROiVt INLET AND OUTLET LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR(STRUCTURE WIDTH BY /A p CLASS Al .CLASS Al DRY RIPRM a fps 78 TYPE A INSTALLATON 3H CONFICURIX&I AND FLAW UIES. - - - SECTION B-® W LONG). • If f GLASS x CLASS X MY RPRAP 14 fps 24 PLAN TYPICAL PRECAST UNIT TYPE B INSTALLATION 5HI CLAdlis = cLAssa DRY RIPRAP 19 fps 36 METHOD OF TREATMENT IN MANHOLES 15 Sheet No SPECffIGATgN XvmT NymT SPECIFICATION �V©Q i' SP TkJN C20 F 21 RETE STANDARD METHOD OF SHAPING REFERENCE TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, CUL Y ERT 1J�TLET P![OTECTION ROAD ANDBRIDGE STANDARDS READ AND BRIDGE STANDARDS ROAD AND BRIOM STANDARDS File NO. IRIEFEIRENCE _ MANHOLE & INLET INVERTS MANHOLES AND JUNCTION BOXES 243 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION RATE SHEET 1 OF , SHEET 1 OF i REVISION DATE 302 SHEET 1 OF t REVISION DATE 302 16.020 �'� 113:01 108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 106,14 Vi2.INA DEPARTMENT OF TRANSPORTATION