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Home My WebLink AboutSDP201400043 Plan - Approved Site Plan Approval 2015-03-10FINAL SITE DEVELOPMENT PLAN FOR L RIVEK51DE VILLAGE, TAX MAP 78, PARCEL 58 SHEET INDEX RIVANNA DISTRICT, ALE3EMARLE COUNTY, VIRGINIA C I -COVER SHEET OWNER / DEVELOPER C2 - APPROVED PROFFERS A LOT REGULATIONS Inc. C3 - EXISTING CONDITIONS 4_DEMO PLAN VICINITY MAP ccni c ^ Charlott, VA �� -i nnn• ZON,I�NG2z90 C4 - PROJECT OVERVIEW /SHEET INDEX C5 - SITE PLAN GG - UTILITY PLAN C7 - GRADING PLAN C8 - TRAI L51 DE DR. PLAN t- PROFILE C9 - TRAI L5l DE CT. , RI VERWALK XI NG, AND ALLEY PLAN PROfI LE5 C 10 - SITE DETAILS CI I - LANDSCAPE PLAN C 12 - LANDSCAPE DETAILS C 13 - WATERLINE PRONLES C 14 - SAN ITARY SEWER PROFI LE5 C 15 - SAN ITALY SEWER PROEI LES DETAI L5 C I G - STORM SEWER PROFI LE5 C 1 � - BM P DETAILS C 18 - UTILITY DETAILS C 19 - UTILITY DETAILS Off51TE WATERLINE CONNECTION P L_ HFFT ;e a� - Is s ., C25 - ROUTE 20 IMPROVEMENTS PLAN C2 - ROUTE 20 IMPROVEMENTS CK055 SECTIONS TMP 78 -58 ( W a NMD Neighborhood Model Development Q EC Entrance Corridor ° o Per Approved Application Plan, ZMA 2012- 00002. Special Exceptions:' Section 14- 234(C): Traffic volume adequacy; Section 14- 410(H): Curb, gutter, sidewalk, and planting strip; Section 14- 412(A) -3(b): Alternative standard deemed adequate by county engineer; and Section' 14- 422(A): Sidewalks and planting strips at portico entrance to Block 5. A special permit (SP201300001) for fill in the floodplain was also approved. Variations to approved ZMA for landscaping and setbacks approved by the board of supervisors on 12/10/2014. /� �+ A' �± AFFORDABLE' HOUSING Lic o. 4f 183mP> Block 2C: 6 Affordable Units & 6 Market Units �3 I w� SOURCE OF TITLE�SjoAL�� Tax Map 78, Parcel 58 DO 4150 PG 20 MAGISTERIAL DISTRICT Rivanna BENCHMARK Datum for topography is NAVD88. Benchmark is existing AGSA manhole in southeast corner of site. Cn co co SOURCE OF BOUNDARY & TOPO CO EE _ oEEEv� Source of Poundary Survey: W = o 0 o E E Roger 4.. ,, v & Associates. gated: 10/15/12. _ c� v c� cv oo Source of Topography: iii cac��7 Two (2) foot contours shown from an airborne survey under the supervision of ry James IH. Bell, Jr. aerial topography from Louisa Aerial Surveys, Inc. Dated: 03/10/12. Ld m BUILDING HEIGHT 0 Q Maximum :' approved ZMA #2012- 00002. See sheet C2. o 0 0 0 0 N N N N N N SETBACKS 00 N Per apps ovsd ZMA #2012- 00002. See sheet C2. C27 - OUTE 20 51GH I DISTANCE � DRAINAGE PROI~ILE EXISTING `\ 5 IMAGE PROVIDED BY GOOGLE MAPS U +►� E C28 - ROUTE 20 STRIPING PLAN Vacant Land TEE LEGEND STEEP SLOPES Slopes greater than 25% are present on this site, See sheet C3. EXIST DESCRIPTION EXI ST DESCRIPTION EXIST DESCRIPTION y NEW NEW NEW ON PROPOSED USE 16 TC x 12 TC U N 10 10 TOP OF CURB ELEVATION G (� � PARKING COUNT See sheet C2 for roved use tables. ♦� LIGHT POLE PP 'Blocks 2A-C, - _ 1ty" x 125 SPOT ELEVATION CROSSWALK , , 3A B, and 4 from ZMA 2012 00002 are included in this application. -�- UTILITY POLE ®� C S LK Commercial areas in Blacks 1 and 5' are not proposed with this site plan and are labeled future 16g 7W x 125 Tw TOP OF WALL ELEVATION �� HANDICAP ACCESSIBLE AISLE mixed use areas. X �+ 16°�w 12 8W BOTTOM OF WALL ELEVATION _ SANITARY EASEMENT Z� � CG -12 LAN ® USE S �✓ H E DU LE r BENCHMARK ...,,.:....... _..._.. AN GRADING EASEMENT (�, HANDICAP .PARKING EXISTING Area DRAINAGE EASEMENT 0 ep n space 813,157 SF 100.0% . ... :.. STORM SEWER NOTE: Total= 813,157 SF (18.67 ac.) —� ' .. _ UTILITY EASEMENT 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT L AT IS SHOWN. PROPOSED Area % RD ROOF DRAIN 9 New Building 80 428 SF 9.9% ._.. . -. WATER EASEMENT. _ , —� — SEWER LINE New Sidewalk /Parking 83,271 SF 10.2% ACCESS EASEMENT Open space 649.458 SF 79.9% WATER LINE Total= Total= 813,157 SF ( 18.67 cc.) cp SAS GAS LINE STORM DRAINAGE EASEMENT SIGNATURE B L O C D A T E Total Impervious Area = 138,352 SF (17.00 ONE oHE OVERHEAD ELECTRIC WIRE TREE LINE � % � / � WATERSHEDS UGE UGE UNDERGROUND ELECTRIC -� - — - _ FENCE —�- GURRENT DEVELOPMENT PLANNER This site lies within the Upper Rivanna River Watershed outside any Water Supply Protection Areas. OHT — OVERHEAD TELEPHONE LINE STREAM 2-Z6 -ee15" LANDSCAPING --- UOT -- UGT UNDERGROUND TELEPHONE LINE —312— 12 INTERVAL CONTOUR CURRENT DEVELOPMENT ENGINEER See sheet C11 & C12 for a full detailed landscaping plan with details. _300 -- -- oo -- INDEX CONTOUR ' PROPERTY LINE � FLOOD ZONE — - - AD JACENT PROPERTY LINE. ALBEMAR L TY SERVICE AUTHORITY ' CG -2' Ga -2 - STANDARD 6 CURB According o the FEMA Flood Insurance Rate Ma effective date February 4, 2005 (Community 9 P Y ( Y VACATED PROPERTY LINE Panel 51003CO287D), portions of this property lie within a Zone AE 100 -year flood. plain. CG -6 CG -6 COMBINATION 6" CURB & BUILDING SETBACK GUTTER FIRE OFFICIAL ENTRANCE CORRIDOR PARKING SETBACK J Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. CONCRETE PAVEMENT,/ Y BENCHMARK D (� SIDEWALK � J ARCHITECTURAL PARKING EVIEW BOARD . RIPRAP Required Parking: Block 2C: 1.5 Spaces per Unit 1 Bedroom 6 X 1.5 9 Spaces q 9 P P ( ) P 2 Spaces per Unit 2 Bedroom 6 x 2= 12 Spaces DRAIN INLET {DI) '---- P P ( ) P ., ASPHALT �--I 1 Space. per 4 Units 12/4 = 3 Guest Spaces (24 Spaces Total Required) ® 0 STORM /SANITARY MANHOLE — ` ° GRASS BUI I OFFICIAL Blocks 2A -B: 2 Spaces per Unit 2 Bedroom 16 x 2 = 32 Spaces l .� � J P P ( ) P W Blocks 3A -B & 4: 2 Spaces per Unit 2 Bedroom) ,17 x 2 = 34 Spaces C PLUG P P ( P ; 1 Space per 4 Units 17/4= 4.25 Guest Spaces 39 Spaces Total Required) ® EC -2 MATTING WV WATER VALVE &BOX 4- FIRE HYDRANT EC -3 MATTING VIRGINIA DEPARTMENT OF TRANSPORTATION Provided Parking. Block 2C. 12 .Garage. Spaces + 12 Open Paved Parking Spaces , ...... ...... . . , , .... WETLAND (Includes 3 as Guest Spaces) = 24 Spaces Provided .; r� WATER METER Blocks 2A -B: 32 Garage. Spaces Provided Blocks 3A -B: 22 Garage Spaces +' 22 Open Paved Guest Spaces = 44 Spaces Provided Block 4: 12 Garage Spaces Provided + 12 Open Paved Guest Spaces = 24 Spaces Provided PROFFER STATEMENT ZMA Number: 2012 -00002 Tax Map and Parcel Number: 07800 -00 -00 -05800 Owner: Gordonsville Realty Investments, Inc. 200 Garrett Street, Suite O Charlottesville, VA 22902 Date of Proffer Signature: November 13, 2013 18.66 acres to be rezoned from R1 to NMD Gordonsville Realty Investments, Inc, is the owner (the "Owner ") of Tax Map and Parcel Number 07800 -00 -00 -05800 (the "Property ") which is the subject of rezoning application ZMA No. 2012 - 00002, a project known as "Riverside Village" (the "Project "). Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an authorized signatory of the Owner for this Proffer Statement. 1. Park Land Dedication; Trails System. Within five (5) years after the date that ZMA 2012 -00002 is approved by the County, or within thirty (30) days after the request of the County, whichever is sooner, the Owner shall dedicate to the County for public use for parks and open space resources an 8 -acre park, (the "Park) more particularly shown as "Block 6" on sheet 4 of the Application Plan, dated May 21, 2012, revised September 6, 2013 and prepared by Shimp Engineering, P.C. (the "Application Plan"). After it is dedicated to public use the Park may continue to be included in Project for the purposes of calculating total area of green space and amenities within the Project. The Park shall continue to be subject to the Architectural and Landscape Standards for Riverside Village, as set forth in the P > Y J p � approved Code of Development for ZMA 2012 - 00002. Any remaining green or open space land within the Property not dedicated for public use shall be maintained by the Riverside Village Owner's Association. The dedication of the Park shall be in fee simple. If the Park land is not dedicated as part of a site plan or subdivision plat, the Owner shall pay the costs of surveying the land and preparing the deed of dedication. The Owner shall construct trails through the Park area as shown on sheet 7 of 8 of the Application Plan, within six (6) months after the approval by the County of the first subdivision plat or site plan applicable to any portion of Blocks 2 through 5 of the Project. The trails shall be constructed to the standards for Class B trail, as shown in the Design Standards Manual. sale and/or for -rent condominium. or apartment units. The Affordable Housing Units shall be subject to the requirements as 2. Affordable Housing. The Owner shall provide ten (10) affordable housing units (Affordable Housing Umts } in the form of for p g J q set forth in Section VI of the Code of Development. The Affordable Housing Units shall be constructed within Block 1 and /or Block 2, as shown on the Application Plan. Before the Owner applies for a building permit for the fortieth (40th) residential unit within the Property, the Owner shall have offered for sale or rent, as provided herein, six (6) Affordable Housing Units within the Project. Before the Owner applies for a building permit for the fiftieth (50th) residential unit within the Property, the Owner shall have offered for sale or P Y> P g J rent, as provided herein, all ten (10) Affordable Housing Units within the Project. A. For -Sale Affordable Units. All purchasers of the for -sale Affordable Housing Units shall be approved b the Albemarle Count Housing Office or its designee. The Affordable Housing Units will be designed for households with incomes less than eighty p g pp Y Y percent (80 %) of the area median income such that housing costs consisting of principal, interest, real estate taxes, and homeowners insurance (PITI) do not exceed thirty percent (30 %) of the gross household income. The Owner shall provide the County or its designee a period of ninety (90) days to identify and prequalify an eligible purchaser for the affordable units. The ninety (90) day period shall commence upon written notice from the Owner that the unit(s) will be available for sale. This notice shall not be given more than sixty (60) days prior to receipt of the Certificate of Occupancy for the applicable Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the ninety 90 day period, the Owner shall have the right to sell the unit(s) without an restriction on sales price or income of the purchaser(s). This proffer shall apply only to the first sale of each of the for -sale P q P g Y( ) Yp Y affordable units. B. For -Rent Affordable Units. (1). Rental Rates. The initial net rent for each for -rent Affordable Housing Unit shall not exceed the then - current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each for -rent Affordable Housin g Unit may be increased up to three percent (3 %). For purpose of this proffer statement, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that tlhe rents for such for -rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 2B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each for -rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2). Conveyance of Interest. All deeds conveying any interest in the for -rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this paragraph 2.. In addition, all contracts pertaining a conveyance of an for -rent Affordable Housing Unit or an art thereof, during the. Affordable Term shall contain a complete and full disclosure of the restrictions and controls established b this paragraph 2B. At least thirty x(30) days prior to the conveyance of to Y Y g > Y P > g p Y any interest in any for -rent Affordable Housing Unit during the Affordable Term, the then- current owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 2B(2) have been satisfied. - erm tin thirty 30 days of each rental or lease term for each for -rent Affordable Housing Unit the then - current owner shall provide to the Albemarle Count Housing Office a co of the rental or (3). Reporting Rental Rates. During the Affordable Term, within y ( ) y g > p Y g PY lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then - current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. 3. Cash Proffer for Park Master Plan. Within one (1) year after the date that ZMA 2012 -00002 is approved, or within thirty (30) days after the request by the County, whichever is sooner, the Owner shall make a cash contribution to the Countyin the amount of r Plan"). If the Park Master Plan is completed for less than Thirty Thousand Dollars 30 000.00 an remaining funds may be retained b the Count and used to Thirty Thousand Dollars ($30,000.00) for the purpose of funding a master plan for the Park (the Park 1! .rite an) p y ($ ), y g y y y fund construction or maintenance of the p ark. Albemarle County at it's sole discretion may choose to use this cash proffer ($30,000) toward improvements to the existing Darden Towe Park in lieu of onsite park planning and improvements. • 't plan for the Property, the Owner shall construct all ll turn n and 4. Frontage and Other Road Improvements.. Contemporaneously with, and as part of, .frontage improvements along Stony Point Road (Rt. 20) m connection with the first subdivision plat or s> e p a o p y, a lanes t the horizontal alignment, vertical alignment and cross - section of Stony Point Road (Rt. 20) as shown in the Application Plan, to provide safe and convenient access to Riverside Village. Improvements constructed in accordance with this proffer shall be improvements to g g Y designed and constructed to applicable Virginia Department of Transportation "VDOT ") standards, including, without limitation, VDOT's Geometric Design Standard for an Urban Collector Road as such standards maybe amended from time to time. PP g P p thers a shown on the A liwion P Owner d as art of the first subdivision plat or site for the Property, shall dedicate sufficient land along the frontage of Stony Point Road (Rt. 20) to permit the future widening of Rt. 20 by o s s pp Plan. O Contemporaneously with, an p p p Y g the costs of surveying the land preparing a subdivision plat creating the parcel to be dedicated for review and approval by the County, and for preparing the deed of dedication. shall pay Y g > 1? p g p Certain road improvements and dedicated onions of property for such improvements described inthis Proffer 4 exceed those required for the development of the parcel and are for the benefit of the public. p p p_ p 5. Cash Proffers for Residential Units. h e; f this z zoning m kind and cash contributions as outlined below, the shall contribute cash for each new residential unit in excess of the number of units that are allowed by-right under the zoning in existence at the Um o s �o g a amendment (18) Subject to the credits for in ki g p and that is not classified as an Affordable Housing Unit for the purposes of addressing the fis >cal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. The cash contributions shall be at the 8 cash for each new single family following rates: Twenty Thousand Four Hundred Sixty and 51/100 dollars ($20,460.51) catsh for each new single family detached dwelling unit, Thirteen Thousand Nine Hundred Thirteen and 18f100 dollars ($13,913.1) g m y attached or townhome dwelling unit, and Fourteen Thousand Four Hundred Ninety Seven and 77/100 dollars ($14,497.77 ) cash for each new multi- family dwelling unit. The cash contribution shall be paid at the time of the issuance of the building permit for each new unit, unless the cash contribution 71 1 • provided however that the cash ccontributions shall not be made until t tuber of .units have been completed that results in what would otherwise have been a of $9 89A0 the In -kind timing of the payment is otherwise specified by state law, p a u he nu p � n e required to a the per unit cash contribution described ' ti he In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these coffers that are for the benefit of the public. In other words, the Owner shall of b equ pay p s escnbe Contribution). T p p p - In-kind Contributions being exhausted, herein until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution of $971,189.00. In the event that Project is completed prior to the balance of the Ink g t , no remaining' balance of the In -kind Contribution may not be applied for any other project or development. 1 Marshall and Swift Building Cost Index MS In no event shall an contribution required b this coffer shall[ be adjusted annually until aid to reflect an increase or decrease for the proceeding calendar year in the Mar g ( ) y Beginning January 1, 2014, the amount of the cash u q y p J y p y p g Y raction the numerator of which ha cash contribution amount be adjusted to a'sum less than the amount initially established by thiis proffer. The annual . adjustment shall be made by multiplying the proffered cash contribution amount for the preceding year by a f h s 11 be the MSI as of December 1 in the preceding calendar year, and the denominator of which shall be the M:SI as of December 1 in the year preceding the calendar year most recently ended. OWNER: Gordonsville Realty Investments, Inc. By: Paul B. Manning Title: President Tax Map and Parcel Number: 07800 -00 -00 -05800 PROP05ED BLOCK 5U M MANY MIN LOT PROPOSED NUMBER PROP05ED PROP05ED PROPOSED BLOCK ACREAGE MAX BLDG RESIDENTIAL GRO55 DENSITY RE51DFNTIAL COMMERCIAL Provided TRIALSIDE DR.. USE Required Green q Provided. Green Block Amenity Area Amenity Area BUILD -TO -LINES SETB AC K UNITS DU /ARCE HOUSING SQ. fT. BLOCK I 2.41 MIX USED 0 0.0 NONE 0 SF BLOCK 2 2.7 i RESIDENTIAL 28 -UNITS 10.3 SF DETACHED (I G) N/A (A, B, and C) Sq. Ft. MULTI- FAMILY (1 2) BLOCK 3 ! .7 ! RESIDENTIAL 1 ! UNITS 6.4 5F ATTACHED ( ! 0) N/A (A and B) BLOCK 2N2C: 5' i _q 50' 5F DETACHED { I RIVERWALK XING 5' -15' BLOCK 4 0.77 RESIDENTIAL 0 0.0 NONE N/A BLOCK 5 0..99 MIXED -U5E 0 0.0 NONE 0 OF 5' 7,000 OPEN SPACE Evergreen Trees, and 15 Evergreen Shade Trees, 6 Evergreen Trees, TRAIL51DE CT. 16-25' TRAILSIDE CT. 10' BLOCK G 8,.09 (PARK N/A N/A N/A N/A SWM Plan Pe ^ ed - N o Longer Provided Block 2 DEDICATION) 3' 5' 20' 10, PUBLIC ROAD 45' ROUTE 20 AND Civic Area -Mews 13,000 ?3,986 Min. 12 Ft Asphalt or Concrete p Path, 4 Benches; and ?8 Flowering EASEMENTS 1 ,.2 I INTERNAL ROAD N/A N/A N /A" N/A TRAIL5IDE CT. 0' -25' Trees DEDICATIONS 5 O' benches along walkway benches along walkway PRIVATE INTERNAL (MF AND COMMERCIAL) 2,000 7,915 ROAD 0.77 ROAD N/A N/A N/A N/A EASEMENTS 10, EA5EMIENT5 Evergreen & Flowering Shrubs g g Block 3 1-2 30' TOTAL 18.GG 5.R, 20: 75' (MIN. 5ET13ACK) 39 2.1 UNITS /ACRE 0 51` Required & Provided Green Space, Civic Areas, and Amenities by Block MIN LOT Required Provided SIDE BUILDING SIDE PARKING Required Provided. MIN /MAX MAX BLDG BLOCK STRIP Required q Provided TRIALSIDE DR.. 29 Required Green q Provided. Green Block Amenity Area Amenity Area BUILD -TO -LINES SETB AC K Green Space Green Space 5ETB ACK SETBACK 5T QRIES _HEIGHT BLOCK I A Amenities men t Amenities 5.R. 20 50' 5' Space Elements Space Elements 5' Sq. Ft. Sq. Ft. Sq. Ft. Sq. Ft. BLOCK 2 1 8' TRAIL51DE DR. 8' -50' TRAILSIDE DR. 30' 31 Block 1 ' 0 BLOCK 2N2C: 5' i _q 50' RIVERWALK XING 5' -15' RIVERWALK X I N G 15' Civic Area -Plaza Provided In F;otaure Phase of Development BLOCK 2B: 0' BLOCK 3 30' Mn. 4 Large Shade trees, 3 6 Large Shade frees, 4 Medium Northern Buffer . 10' 5' 7,000 10,867 Evergreen Trees, and 15 Evergreen Shade Trees, 6 Evergreen Trees, TRAIL51DE CT. 16-25' TRAILSIDE CT. 10' Shru bs and 24 Ever g reen Shrubs SWM fa ili tY( i s ) IF Required SWM Plan Pe ^ ed - N o Longer Provided Block 2 TRAIL5IDE DR. 151 3' 5' 20' 10, 1-3 45' Civic Area -Mews 13,000 ?3,986 Min. 12 Ft Asphalt or Concrete p Path, 4 Benches; and ?8 Flowering r � ve P 72 F n Pa Patti, . Ft Concrete 5,000 8,803 Turf lam with (anon and p gs Turf1 wn with plantings and a BLOCK 5 30' TRAIL5IDE CT. 0' -25' Trees Benches, and 18 Flowering Trees 5 O' benches along walkway benches along walkway Northern Buffer (MF AND COMMERCIAL) 2,000 7,915 Min. 10 Evergreen Trees and 50 10 Evergreen Trees and 167 BLOCK G N/A s.K. 142 1: 50' (MIN. SffMACK) 20' 10, Evergreen Shrubs 9 Evergreen & Flowering Shrubs g g Block 3 1-2 30' 5.R, 20: 75' (MIN. 5ET13ACK) Landscaping along Entrance 5 Large Shade Trees, 5 Flowering SWM facili ies - if Required 3,000 7,083 Corridor as per ARB Ornamental Trees and 24 recommendations Evergreen Shrubs Park Connector 1,800 3,170 Min. 5 It Asppalt or Concrete Path 6 It Asphalt Path and 6 Flowering Ornamental Trees 1,800 800 2,566. Turf lam between residences Turf lawn between residences and 6 Flowering trees Block 4 Norther Buffer 6,000 6,388 Large Shade Trees Mm. 6 g 6 Large Shade Trees g Block 5 Civic Area -Plaza Provided to Future Phase of Development SWM facility #2 (p ark ) S WM Plan Revised - No Longer Provided Block $ Civic Area - Park 350 000 ' 352 34? et Master Plan To Be Determined in Mat a m ed In To Be Determined B Y The County ofAlbemarle fy' 350 000 � 7 353,2 3 Conservation Area with Stream Buffers, floodplain, and limited To Be Determined By The County of Albemarle development for park uses Total 36 4, 80 0 369 491 7 8 3 4, 00 396,895 _ f E A LOT / PARKING / BUILDING R GUL TION5 MIN LOT FRONT FRONT PARKING SIDE BUILDING SIDE PARKING REAR BUILDING REAR PARKING MIN /MAX MAX BLDG BLOCK STRIP TRIALSIDE DR.. 29 G - 51 55' WIDTH BUILD -TO -LINES SETB AC K SETBAC K SETBACK 5ETB ACK SETBACK 5T QRIES _HEIGHT BLOCK I 20' S.R. 20 1O' -25' 5.R. 20 50' 5' 5' 30' 5' 2 -3 45' TRAILSIDE DR. 50' -75' TRAILSIDE DR. 50' BLOCK 2 1 8' TRAIL51DE DR. 8' -50' TRAILSIDE DR. 30' 31 5, ' 0 BLOCK 2N2C: 5' i _q 50' RIVERWALK XING 5' -15' RIVERWALK X I N G 15' BLOCK 2B: 0' BLOCK 3 30' TRAILSIDE DR. 18' -25' TRAILSIDE DR. 15' 3' 5' 10' 5' 1-3 45' TRAIL51DE CT. 16-25' TRAILSIDE CT. 10' BLOCK 4 20' TRAILSIDE DR. 5-1 2' TRAIL5IDE DR. 151 3' 5' 20' 10, 1-3 45' TRAILSIDE CT. 18' -25' TRAIL51DE CT. 10' BLOCK 5 30' TRAIL5IDE CT. 0' -25' TRAIL51DE CT. 0 01 5 O' O' 2 -4 GO' (MF AND COMMERCIAL) BLOCK G N/A s.K. 142 1: 50' (MIN. SffMACK) 20' 10, 20' 50' 20' 1-2 30' 5.R, 20: 75' (MIN. 5ET13ACK) RE5TRICTIONSi /REQUIREMENT5 ASSOCIATED WITH STANDARDS ABOVE: . PARKING 5ETIBACK5 SHOWN ARE ONLY FOR PARKING LOTS WITH FIVE OR MORE SPACES. 2. A 6' MAINTENIANCE EASEMENT, CENTERED ON EACH SIDE LOT LINES SHALL BE PROVIDED IN BLOCKS 2, 3; t 4, 3. NO ENCROACHMENT OF ARCHITECTURAL FEATURES OR OVERHANGS ARE PERMITTED WITHIN SIDE SETBACKS FOR 13LOICKS 2, 3, * 4. FROF05ED LOAD CR055 5ECTION5 LANDSCAPE 1 ROAD NAME PAVEMENT SIDEWALK RIGHT OF WAY STRIP TRIALSIDE DR.. 29 G - 51 55' PUBLIC ! TRAI L5I DE C-F 20 G' 5' ' 55` PRIVATE RIVERWALK 8 3G' XING 12' (Total 20' N/A PRIVATE" Clearzone OF U STIN�M7. SM1�IP a' � c� 4 183 � tJ � w O ,� �SS�ONAL�O ' TMP 78 -58D TMP 78 -58E I ! \ MICHAEL J. SIENDA MICHAEL J. SIENDA TMP 78 -58A I ' D.B.2912 -252 D.B.2912 -252 TRUSTEES OF CHARLOTTESVILLE LODGE 389 ` \\ TMP 78 -8A T.M.62 -23 D.B.545 -612 DESC. D.B.545 -612 DESC. OF THE BENEVOLENT AND PROTECTIVE , CiTY OF 4 D.B.300 -163 PLAT ` D B 3PLAT ( ORDER OF ELKS } TRUSTEES OF CHARLOTTE` VILL ZONED R \\ CHARLOTTESVILLE, VIRGINlA } ZONED: R1 I ' D.B.559 -634 BENEVOLENT AND OPRO7CTI \ AND COUNTY OF t 1 USE. SINGLE FAM. RES. r i USE: OPE N SPACE } 1 \ D B.367 -93 P AT ALBEMARLE, VIRGINIA ' �\ �! i �i II a' \ �,' `i• °' } i /' tl i i '\ \ \\ `• ,LINED: R1- C� _ -�___� x JJ J 1! I , BORDER OF EL j \ } \ x lk 'S€-WJ U LIC 00 , �% 11 , D.B.701 -2�2 /7// \ p.B.872 -1 , ( i i i f t 1 ! 34 ( 35ti.9 it + ` \ \ } 364.9 i x 37x.8 371.1 .'/ / / 379.7 -`" D.B.201 -4541P T i POWEf� 'iEL.EP4- ON LANE \ / 378. \ D.B.280 -474 PLAT \� t, {2 ' } /� , / ' t } x l , } \ \\ \ \ } \ \ x x 370.6 _ 1 POLE i ICED: R1' I ZONED: R1 -EC } \\ xl { 1 1 r r �\ \ \ } \ { { \ , t , { r 1 ( � ✓___- } x 34 .9 ` \. \�\ .�\ ..� � \ � �'�LE O �:, ' �.�•�.- �-- •.-.°.� -- t I,�SE: OPE ' E USE: PARKS /OPEN i 7 1.26 1 , ' 1 1 r \ 34 \\ '; ` POLE.,; 65° 2 OA E1'308 . 0 } I \ X65 °1 ,406.16---- .�- ---- -- 1 i \ _ LO \ 320.E , ► IRO 1 , \ \ _ / \ 1 ✓ i t \ PIPE iRO IN 5 °14'5 E 415. IRON \ , , FOUND \ \ \ \ \ CONCRETE ` \ \ \ \ FOUND \ \ \ { FO! �3 D,OWP� F,ENG�E t \ \ EXIiS TREELII\IE - \ \ I x 381. r J I i O, Blz REMOVED � r 1 x TO REMAIN (TYP,} ♦\ \ \\ \ � \\ \\ \} t \ / , ✓ , / , 1 1 \l 348.5 C \ \ Y `\ \ `\ \ \ 1.6 % .` \\ \ \ \\ \ \ �\` \ \\\ \ \\ \ \\ - \ \\ \\ \\ ; { x / x 376. !J' �` �✓ /,i t 1! , 11 / �!' !/ //' // tl 346.6 ~� \ ILAPIDATED\ \ �` `~` \ \ \ \ \ Q BUILDING ENCROACHES \\ \\ \\ \\ - (ITO BE REMOVE�� \ \ ` \\ �\ `\ \ \` \ ♦\ \ \\ \\ \ \ \ 1 , 381.3 / \` -✓' _I I • \: \ I if I \ / i � \\ \\ \\_.'"` -_'_ J ,_ \\ \ \ \\ \ \\\ �, .,\\ \ \ ♦\ ��.�\ ��„ .�'"•""_`\ � \ \\ \\ tl � � j °,' ! } l It `•\ \ 3203.4 It 1 \ } 1 ` P'BQ ENCR ACHES 434-i3,t� �` \ \\ \\ .•�` \\ \ \♦ \\ �\ \ \\ \ , 1 \ , x \ i I 1 i { \ \ \ 1 ti 374." / . \ x ! I! 1 i i � (T+� BE RENI�OVED) \ �• + I \ \ \\ \ \ \ \\ \\ •\ ___�` -__�` \ \ `\ '\ \ ' \ IRON i II 1 _ _ ` `\ \ \ \ \\ `\ \ \ \ 'POUND POWER \ \ 1 t t I 1 t \ \ \\ \\ \ 47.1 y!_- � `\ \ \ \\ \ \ \ \\ \\ `.�� `\ i TELEPi 347.{) x \ \ ` ` ♦ ` \ ♦ \ \ \ \ ! / , } 1l } } \ \ \\ \ \\ ✓✓ `\l` �\\ \ , ` •.__..,• -`"`.,\ ` t \\ `\ � \ _. � 1 LINE. ! I`! / 316. \ flit 1 i \ ` \ ✓ \ \ \ \ r/ 2(} Li• .544.8 \ \ \ \ \\ \ \\ \ 1 - / `� _ ♦ k ! / ! ,/ FIELDTLOCATED 100 YR. ,� _ __- \ \ \ - \ i FL'IOODPLAIN LiNE !! / ✓' I / \ \\ \\ `\ \ \ 1 x J ! t�l ♦ \ \ 346.7 / 3 2.9 `_ 1 \ + ♦ \ \ \ \ \ \ \ \ \ 37,; 375. . 346.1 MANAGED-- \ \ \ \ \ O / // ✓ �` STEEF� \SLOPES � t 2 , ; + 1 } l x / t\, ,✓ , J ! \ i x \ \ 3JJ'. \ x ♦ x 357% d\- ♦ \ `1 \\ \ ` \� , 1 } } t + 346.1 ' V / , 354,8 \ \ \ \ \ \ j 1, / ! / x \ 349.6\ \ } \ . \ \\ 346.9 \\ \ \\ x x 38 / `\ TMP 78 1 I 32 ; t , ! ,} r! / ,! j' // / x CITY OF CHARLOTTESVILLE ! \ � i E 1 � // `.\ ~` \\ iCISTy TRE�LiNL , , \ & ALBEMARLE COUNTY \ \ \\ \ } 1 I , / � � \ \ \ !i I } I �r{T'0 �§E REMOY/ED�/ �' 1 - r ! ! / ! - ,,, � ,✓ + ' • v' D.B.916 -179 : \\ \\ I r I 1 f J t 1 1 , ! r , 1 t! / / / / I ` \ \ \`\ \\ ``• '� 'J ll i ^ - \ 1 \ \\ \ , i i � i !! � � t t i i ✓ 1 ` ,J % ! , l % 11 j \ - - // 1 \ ` � D.B.281. 334 PLAT Jr�, } i ZONED: R1 -EC i it \\ \`ti\� i } t i � !r i { � % 1 x !' �� lj � i / � � II x - x 353.3 ! ! USE: PARKS /OPEN ! 1 \ 1 \�' ✓' i ti ! 1 t 1 x 345,6 J / 1 I ! ! 51.1 / \ x 36 ,• 1 1 \ { + � f , , , / / ." I 355.3 r 356.6. ,''\ \ \ 345.4 4 ,, , 1 } , ! / / l // i , �' - _____ I x r_- -__ _ - / } \ \ \ 1 1 ' / 366.7 kES�RVE6 �\ \ � / � / !\co - �i `\it / 1011 ,1 i iSTEEO SLOB ES '} ' \\\ i f ,' / + i � I I' 1 l / + � r /r 11 35ELa W J ,7 _ X 352.7 `' - -- - RI RS{ D VILLAGE PROPER7 I ES, {NC _ - ` - -u` ` - 1 E(67 Acres .�� DB x-150 PG 20 3545 i 1 Hill } �l 1 I - \ _� / ,' ✓ t 1 ! } 1 } ` /' \\ ♦\ \ '' t lil it -r ` , { k 1 ++ \ DB 582 \PG 427 (PLAT) \ x _ -\ r x �i '11gi, i }} ! I} U' i \\ �� /f /� ` 1\ t { } s \ \ \ \ \ / J. x t x : 1 } 1 } \ _- �, \ ; I 1 \ \ \DB 412 Pq 345 (PLAT) 351.3 x J i t } Jill ZONED` R1 -EC \ 1 -- }jgii USE: FOREST 353.5 \ I 35&6 r 1 r \ + \ \ \ \ 1 355. (j 1 r x 358.8 r ! / \ I ! 111, f } l \ \ `. _ / ' I ; t \ 1 \\ \\ \\ 11 x 11 / / ! / 1 / ; J I }p { . , 354.E 1 t AI , J EXIST: E- SIDEWALrG I \ 1 } } } \ x , \ 1 } i , T SBEELI_NE t t }iyllt \ { } W k } 11 1 \\ \` \\ \ \ 1 / ,/ BE REMOVED) 1 111} } { } ✓ I 1 } 1 \ \ \ ` \ \ \ \\ \ \ \ , /✓ l✓, J'r` \ \ _ ! -. i t tllltill '1 x _. -- 1 , 1 \ � \ \ . \ \ \. \` , •„/ , __ ' x � ! \J z 33;4.4 1 + 1 \ \ \ \ `. \ � \ ` , .' ✓ _____\ 1 �, J \ \ • Y' tl} 1141 (f .r2 I 1\ \ ♦\ \ \ \\ � \\ .... ✓/ /, ✓/i x 1 S I Wit S . \ 1 \ \ \ \ \ \ \ ��✓ ✓ , 351 0 \_ i 1 i II } Ilkll i i! ter'` ✓ % 332. 1\ t\ \ \\ ® \� \ \, ` \\ \ \ \\ \\ \\\ -- - - -- ✓ / / ,- -61ST. DIRT ROAD- (TO It 11111 iS >'"✓ ^��`� '/ / l �- � \\ \\ \\ \ � t \\ \�\ __ ✓`f` i/✓ / / 1 -�� i II }1t }I{I I � 't � i 111 ,✓'. '' `t` `\ `\ '\ \ `\\ \\ \\\ � \ \\ \��` i /•i/ ./'/ „� / .�` • � 11 411111} I' `1 /✓ l � �\ \ \ \ \ \ \ \ \ � \ \ \ - // ! /' J � /^ It t X fill 11 / / \ \ \ \\ \\ \ \ \\ \\ \ \ \\ ® \ ♦\ \ \♦ � �` p \ � ` ✓ / ♦ J 4 x 34 .11y lil _ Y i i 1111 ri / \ \ \ \ \ ♦\ \ \� ® `-_,. - - - -- - -__ �✓ � � ✓ • t t II ttJ�li i O ``'*� �`� '? b 346.8 • Q 1 32 � 526.6 \ ---------- -------- __ �O V I 1 1 \\ , __,� x I , tl ' -_ -_ 327.1 ♦♦ + \♦ \ �� __ -- __ ,r.' f� !' ! ! JA.. t t r �i ,�l i ' i I;�i fa TREELINE \ ,\ \ .\ .\ �\ ""' --------------- t 70 y, ii��y\ 1 1 //TO REMAIN jTYP. \� \ ' _ ' �` ____ �, 344.8 / !' I it \111t \�\ 1 1 / lx \\ 1 ` \\ \\ _ �`_ -- �j i C t l 11111\ t + \ i f/ 324.9 \♦ \ \1 V FIELD LOCATED `t00 YR. t �_,`` ``-`7`LOODPLAIN LINE 1 D i \lI �ti1 1\ \ 1 \✓J x i y \ �� i Z } \Iil�\ } \\ \ ,. - - - --\ 325.0 1 1 \ \ • N i I 111 J 1 r } \ 1 } 1 \\ \ 3 2 \\ i 1\ \ / S__ _ -_ -- 1 � �' t { �iI 11 � \\ � `.` j �52?,1 \ �,,3 �`�.. `"_�1-------- __`_�` - __-- - ~--�' t , 1 a� r/ r -^ t 1ILtIt 25,4 } \\ / \ _, _ , i u) I i 3210 > I - - - - -- ' - - - - -- rn i i j lit l t t 1 r fJ tl ` 34;5.1 i l�' i rn It t ti� \ 3212 i 324.8 \.__ -- - .\ - - - -- �I 111\ \ ` \ }I tj -_ • m ti i \�� / it x << APPROXIMATE LOCATION 1 ! I tl 322.7 20t-'SAWTARY SEWER ESMT. _ �1 /� ` , X. SIDEWALK 325:1 ✓ _ T, -- 30' SANITARY SEWER ESMT. t i l i . ( D.B. 1274 -588 59595 PLAT)_____ ja } 1 1 , 4 _s�fr ' _ 1 / - 325.2 �,✓ �� JM.�,NUQLE i i i f t l 11 ^ I / i/ r • ` ...-- � a�'._...nat.... --• ✓ • y ' ` � 24.9 / ,. 3210 '!� { J / r 11 ( ll ♦ // _ .- / ' �n -+�- 1 . \ _ _ .mom . ` x 23,2 `\ ' x I ✓'' .-' \ _� \.. 399.7 I // j / i} \ }� /i'_.i - „•.��' � fix_••- •.en"'' ' . •„• M. \. 320 /! '� !'.�L y'...••""' `'�-"" /. ,;,,,,uri -^"" ✓ - . r• ' ".` 31 8. % V �" -. . ^•'�.�,,., n•:G.� �".: \ /j %II fw32i 6 >� �.....• • -'l � � �"� - ��'"�F- �..�,Y ``' •„ \ /iiiflj��l�..: -- \ 1 l MANiI.4C� E-' x \ A'(� \ MARKi23. ,/ '. 7,01P=322.1 6 x CL CHANNEL= 317.0 3174 • r t♦ U 20' SEWER FSMT. 318.8 rr r , • r y,. 1 i 2118-21& M� 0. D.B. • "Z •�,��'�IM,,. �,r"'..:✓� "w� %f 2y r .5 .�, ..:r �,6 � r,; :' �r! "i �l�Y,�� trzK+'3.ai „r ♦ f?:. t:� •..!" � �� r 9 Y l v • .. .., ,..fi,:�: ., .\ .,, .. ,,; ..:. . v. ., :l L :,�lr 7+ • k { '�. x �. r;�.„ rf,a,�d f • R 1 k �Y 7�,.., rr..� `. t, <.,. .,,• .n.,.,a.n•, o-r.!'.:. ,�. :�:.,, ;''�. .';>...4 �rFfo.: - ;.:.. ;,, + .., f r �::.'. .NJ•,.1Hf. ..r._. �= ,� w�K.'`"' /:: fil r: / �r'p;C. F,;; "�� .�-•�,■��, .:��"'_�.. >;�,.�• ----- _..- �..�.- -•-- -- ': a.�.�... "rte"' �. ii �a�,�- r'�"_ "- r:.. �, v... � .... �: ,::��.: - . :•- - :A�.,, ✓<h . ;:X' >.', .q "..:'.,. r'�,:s ,:`,Un,t ,'Y.. �rL. .Y.r. /y. 1 .¢. J.._:: ' ^,I.F \�:: .�.�. LINE BEARING DISTANCE L1 N53 °26'21 "W 51.51 L2 N76 °57'04 "W , 40.98 L3 N49 °39'36 "W 36.68 L4 N85 °22'18 "W - 78.38 L5 N66 °17'03 "W 101.58 L6 N66 °17'15 "W 188.38 L7 N75 °57'27 "W 38.21 L8 N75 °57'27 "W 25.49 L9 N24 °30'26 "E 76.73 L10 N14 °31'47 "E 86.54 L11 N23 °43'28 "E 204.88.. L12 N22 °02'03 "E 163.98 LiNE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 1 °07'31" 400.00 7.86 3.93 7.85 N25 °04'11 "E C2 9 °58'39" 1399.11 243.64 122.13 243.33 N1 9 °31'07 "E C3 9 °11'4 -1 500.00 80.24 40.21 80.15 N1 9 °07'38 "E C4 2 °36'24" 1 2094.20 95.28 47.65 95.27 N23 °20'1 5 "E T O � U STI P > Lie. No. 5183 O I I -- i J 320 `J � L SET ..j ----------------- ` � � /Y �/' %'•`�,- 78B' 1 ((1)- -101- /, , ` -! ,` / //G/ NC. - 1 . ONR� IEA�3C�ACC _ _ :"1.3 �,�T1UP , ✓ , , RWER S EDGE III L I' ,/ , ! f LL- i � __- _ -_.. 'WHITE LLC. D.B.3629 -373 BOX CULVER, ! I i\( x / HOUSE PROPERTY, D.B.3744 -12 / D.B.3243 -5 & "6 _ / 50 O 50 100 150 / ZONED. C1 �c \ ! " 321.7 D.B.2177- 227,228 PLAT J ZONED: CO -EC USE: PROF. 0 r N O' Scale: 1 " =50' p�t USE: OFFICE /FOREST / �� Waterline capped for New 20' AMA ow- Main rNew Temp. 27'x26' Public M- (0 1i future connec Sanitary Sewer 00 0 tions tain 3' of cover of ova Turn-Around Easemeo,t W 00 New Temporar aterlin( stub Turn-Around Easement . . . . . . er Water Z 0 T ervice Lateral To Q�4 � 0 x4rt- -4- N W MF1-'WdFe7rine-T - �5 Double Reducer AA1 Ul R '15 It z 11.1 � 1 .1 NO` 1,221 M2111 1 1111 1� 11,11,11" W a t Lot: 6 565 SF Lot: 5,132 Lot: 5,134 SF Lot: 5,134 SF Lot: 5,133 SF Lot: 6,519 S z :i D3 0 L Bid: 2,732 SF Bid-. 2,732 SF Bid: 2,732 SF Bid: 2,732 SF Bid: 2,732 SF Bid: 2,732 SF FIA Open Space z F Deck Deck Deck L9 6ag Deck Deck 19 Deck Deck -19 Deck Deck L9 L9 A& _z" Ah� L L L 0 L AN. AL L A Lot: 4,280 SF Lot: 4,280 S Lot: 4,280 SF Lot: 4,280 S Lot: 4,280 SF �i Cq FH New EL W Bid-.1,800 SF Bid: 1, 800 SF New 20' Bid: 1,800 SF Bid: 1,800 SF Bid: 1,800 SF Lot: 4,157 SF Lot: 4,280 SF Lot: 4,708 SF > Waterline Lot: 4,280 SF Bid: 1,800 SF �asement Bld:1,800 SF Bid: 1,800 SF Bid: 1,800 SF V) a- _its4_ I I W Sk Ila _T IT- 0� [2 _j S�b @ v) New 20' Pr!vGte 4 Storm Sewer Easement z 1W I I 1W _j Porch orch Porch Porch Porch orch F- Porch L F 0 _j W < 0 1 ;�. -gg . ....... RIVEF (36' PRIVATE RO V) 'betail 16ci/C New 18" HDPE Storm Se, .. ..... M See 0 R, ......... . Boll s Null F %IVY' HA ON. 17t orc a 0 a a a a Porch Open pla�c A� Porch Porch A, Q) AL 711! Porch Porch / / New 20' Lot: 4,527 SF AL AL I Ah, Waterline/ AL 0 E,*A j imp > Bid: 2,732 SF Easement @ A. "A LLJ Lic N 5183 Uj Lot: 4,001 SF Lot: 5,060 SF Lot: 4,600 SF Bid: 1,800 SF ot: 4,600 SF Lot: 4,600 SF Bid: 1,800 SF Lot: 4,600 SF Lot: 4,600 SF :1,800 SF Bid: 1,800 SF ::;;;;gy Bid: 1,800 SF Bid: 1,800 SF Bid: 1,800 SF .:Oe _j U U 0 8"x6" Tee 60 GV Deck 64 8' GV N F, SF FLot, FLOtl__11 5 SF S Lo P321 Bid, 2,7 F r 6LDeck Deck Deck Deck Deck LU LU _1117 J_ CIE Cz Lot: 4,51 �_r 4 Bid: 2,732 SF "PAM S1'e'r(vi(1 F lee*IT R v M N '111�1!5141.�%`111, bV,', PU :0 t, 4,527 SF Elm Bid: 2,732 SFr- - - - Er =R Li j I DO DE2 Access Easeme 20' P -0 riv e D, > Storm Se r C New 18" HDPE Easeme Storm §ew V6 X New 20' ACSA 00 J. Sanitai .4 - - - - - - - - - - - 77-77--�� -777t IQ (?3 M� �s CP 25 New 20' P Storm S( 27 co- 10 EasemE 401. .01 vo� lop D25 GENERAL WATER & SEWER CONDITIONS g 0 -A 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE ol.. CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE ST&RT OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHIOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. lop WM (typt) A48 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER ANID SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. mg `3 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. n5 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY' (1-800-552-7001). .............. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LIINES, I$ -1�a, 1: ETC. .... ..... 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. q) r\ 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING Ak FUTURE EXTENSION OF THE LINE. 6, 017 50' Tree New 2V ACSA Presierwition rea Sanitary Sewer 9, WATER METER SIZES SHALL BE DETERMINED BY THE ACSA BASED ON FIXTURE COUNT PRIOR TO ISSUANCE OIF A Easement BUILDING PERMIT. 01-6 /31�1 /4, 1q) NOTE: I ro-745 649 SF- 01 131d: 2,732 sF L-0t: 7 L Gobion skets Entren ed a Bid.- 2,'7000 Stac 1. ALL PUBLIC WATER AND SEWER FACILITIES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 32 SF 4L New 8- _35 so tOrY ewer : 7 30 0 30 60 90 ew 8" SDR- S itary Sew r Scale: 1 "=30' Cl) (0 (0 A7 Cn E E E -a i= E E q o o E E (-) C-) U 0 Cl) > C:) 0 A., U C) 01 q- Lo C New 20' Public CD C=) CD C) CD C,4 CN C14 C,4 Storm Sewer f CD Easement 6 21 C> �SA 4, wer CD C-D b > 00 M C) Q) 4�1 1�� it A5 LL z z New Public LU Storm Sew1r Uj > J LU R 82 0�0 Uj p� p. p. J X. z Date X X.- 05/01/14 Scale 1 30' Sheet No. C6 OF 28 File No. . . . .... A 12.009 348.9 New--4ernp. 2/'x26 l`uBliC______ am- *a- CW- am- am- Turn-ArelflrLd Fgsgment x Temporary P 61T, - -------- u M ly-Around Ease n)en .............. .. ....... r, n 4 �c �,W )4_ 1 1 48.5 Ityl I 1i , "; � 17 U2 14 UG Lot: 6,565 SF Lot: 5,134 SF Lot:5,134 SF Lot: 5,133 SF ot.16,519 SF 1011'..." Lot: 5,132 S L , B Bid: 2,732 Bid: 2,732 SF Bld:2,/32_ Sr Bid: 2,732 SF Bid: 2,732 SF Id: 2,��'2 SF 3�9 6 1,� I Op6n Space �FE=346,,l FFE=350.5 FFE=352.5 FFE=355.5 FFE=357k �!�! RM i1i FFE=348.1 41 !� to k 0 t L0 Lri (14 L0 LO 6 -A L0 W W Deck Dec De Deck Deck I k Deck uj 34tB LA_ U_ N 1. LL_ 1,5 Lq I '9,eck _W AL 1w L AL Deck AL H: IT�iiil�i �4: 1, Lot: 4,nQ SF Ldt�\4,280 SF L( t: 4,280 S Lot: 4,280 SF s", Bid: 1,'800 SF Lot SF OR Bid: 1,800 '5F, �31d: 1,800 'S� Bid: 1,800 SF Bid: 1,800 SF Lot: 4� Lot- 4,708 SF FFE=356.2 FFE= .0 V E=360.0 FFE=362.0 ot:'21,HG- SF_ L Bid: 1,8bQ SF �1& 1,800 SF Bid: 1,800�SF (39) \ 42 Bid: 1,800 SF \, n4l n I 6_1 P_...,h4MM FFE=365, 11", 8 .51.11� ill"I" !�, FFC��\ FFE=364.0 -\1 355. FFE=358.�S zo V 43 1W 1W I AW Porch P0 Po Porch 1W i�c a ch x F7 Mun. MM I-— . % "I'll, "I'll" I ........ I I M., W H. U-1 M ....... .. . .. .. P\IVI�Km -gs2� MOING L:� IN *MOW PRIV RO�� MMM RE 1.11 X, (�,Detail 1 9 C1 0 ...... e 7 M.-g-M-H g" Boll s 3 X _T 1\ IN V' A 4- "s. Porc:17 P�rcn %rc]7 Open Space, x Porch Plor-ch Porcfi- AL arch Lot4,527 'SF Aft \AL AOL Alk x Z Rld: 2,7 2 SF 5 060 SF I N 31 FFr 54.5 L& Lot: 4,600 \s� 'Ut: 4,001 SF -3 7. M_ Bid:�,MU SF 14 31- , Bl&l-,800 Sr FFEV355.8 Bld--l' 00 FFE=3��Q 4 Bid: 1,800 S� Bid: 1,800 �F FFE=358.3 Bld:1,800 SF 8 SF I x 346.1 _j oe Lot: 4,600\ SF Bid: 1,800 SF) 3B4)@ Or 1475 0 x FFE=356.2 FFE=357.0 X353�O T11=360.0 W W F FF'E=362.0 1W 1W 3 4-1, 2 "e. I A x _Ueck Deck Deck Deck 326.9 FIELD-LOCATED 10Q/YR. 606 R/ x x _X FLOOYPLAIN LINE L0t:4,51Z/3r Bid: 2,7��j SF BFE=/345.0 z / I I " \I\ q I - FFE=,�55.0 539.3 g X 345.6 x a SF - - - - x Lot:4,527 SF N W- 2,732 345.4 NX::�::: 4/6 I(FE=355.0 V N NA 'New 20C Private DE2 -7 356 U), M _J� ',50 2C MUNLIt bEL uErAlL 5�CR, q ,77 & 21 AN 0" .0 OOOP 1q, 0 N 23 6 ow D 0' 4.5 U) 1111�� 10 x 356.6 X� 355,3 -4 0 x V (2 5� 0 F (0 :i CO 0 0 0 co 6 1 , 01 -Z 0 it N W W z It z \.� W IL 0 I Z V) D N 0 0) 2 N W > in � W F.! _j -J > lci� z V) W 0 _j 0 1 (N u 0 J TIN A SHIMP Lic. No. 451 83 2 VVfOlVA:L 0 L L > M :3 MOM E E 910MMMIN x 0) M .00 ol� Relocate034.9 V\ ZA Z� a) x - - - - - - - - - - - - - - - n Floodplaili Penoing -,Fr'M'A Approval I Sx- TYPE 3 RIER, ER VAWPM A5 Posl-Construction SEE D IL-11C�vg 0 N� - - - - - - - U. A, 1,0 x z A� _j 0,V 31 > x % 7A \\X 0", N ;A\ .0 V X 0 34 x J r LU > 50' Tre4 17 J uj Pirb6g"tion 0 0 4. 64* G 34.6 -T0-7-5,649 SF x LIJ g, 0, i x b!d: 2, ?�2__SF- 45 _F '1--0,j4.q 61d: 2,7 BFE:zz,344.9 sr uj 4*0 x 9 LU 4- x 3431 42 00, g U. 'N, Ri� 3 8 Date R A FIELD-LOCATED 100 YR. _FLQODPLAIN LINE 3 1/14 14 05/0 �REVERSE GUTTER DETAIL Scale C7 1)1=201 B101FILTER W- 1 =30' SEE DETAIL VCI.7-1.,- Sheet No. Xi 30 0 30 60 90 C7 OF 28 M r t it Ok File No. Scale: 1 "=30' 12.00911 ,4- -'d- -d- U-) LO SE;3E E 0 C-4 0,j Cq Cq CD -,:d- r- CD C� CD CD C14 910MMMIN x 0) M .00 ol� Relocate034.9 V\ ZA Z� a) x - - - - - - - - - - - - - - - n Floodplaili Penoing -,Fr'M'A Approval I Sx- TYPE 3 RIER, ER VAWPM A5 Posl-Construction SEE D IL-11C�vg 0 N� - - - - - - - U. A, 1,0 x z A� _j 0,V 31 > x % 7A \\X 0", N ;A\ .0 V X 0 34 x J r LU > 50' Tre4 17 J uj Pirb6g"tion 0 0 4. 64* G 34.6 -T0-7-5,649 SF x LIJ g, 0, i x b!d: 2, ?�2__SF- 45 _F '1--0,j4.q 61d: 2,7 BFE:zz,344.9 sr uj 4*0 x 9 LU 4- x 3431 42 00, g U. 'N, Ri� 3 8 Date R A FIELD-LOCATED 100 YR. _FLQODPLAIN LINE 3 1/14 14 05/0 �REVERSE GUTTER DETAIL Scale C7 1)1=201 B101FILTER W- 1 =30' SEE DETAIL VCI.7-1.,- Sheet No. Xi 30 0 30 60 90 C7 OF 28 M r t it Ok File No. Scale: 1 "=30' 12.00911 0> 'blo 4f 400" `0 0 0 Uj I,)- y 45 4,)* 6 z L- :&X;: A,3V -*4 A)- Gj 0 ty IN w w z 0 C3 40' N4, V 0 z W HORIZONTA& CURVE iiyN 40 82' -0000, 5, gxx. -3 "V f�p c" Cv NINO v *05'08" 7 Z� Q �5 z F V) D �A *4411 HORIZONTAL CURVE #2 N A" 1z A296.9 1' v vIv, R200.00' �- 0 w NA D85*0,3'34" rR .4. 4,� v r� j > N -0- -0 LOX."- Z V) w 0 Lj 0.% �bc pbc (p )iT, 2 (b V 7) 0 1 0 VOK." 2 V .... .. ...... ... C "0, 01 F 01 4 M. SHIMP, ---.,,No. 45183 Q� Q�, "k, (IV 69 (z) 5�1 t2 U-i 0 Azy 4, 9� 0 1�y Ily E E E CL E E E 0 0 E E AV C> sp C A, C-) C-) U 0 0 F- cD -6 6�1 -V c� -Z, 0 0 05 C.) C-) C-) �R: 757, C.. Q) rl� a2 U-i CD C) CD C14 C14 CN C) CD CN CN CD C) C) CIA C14 > 0 Cr_ en Trailsi'de Drive 390 ------ -------- 4- ----- --------- 390 55' Public ROW z 385 Design Speed 25 MPH 385 0 -44 LL 380 380 'A f) 5i 375 375 ======E!- VEY35-455 1-7- DMIC ------- ZjV.U0..)IJ 0- k -now V^1 370 C14 C14 (0 370 CURVE I Fl STA rw3 4- UD m QU I �f M1 7Ar. 4 4 1P 3& -Z- C10 y 92 365 365 6J -1- in If -I.. -> ran V) Lr- N. rn -r Lo Ui z 360 I K—yCU_p, 360 ie% ro, w w -h,q r'! — -------------------------------------------- -rA 0 S! --j -^cw 0 355 + CVICT QU ch — - ------- — ------ 355 J U1 13 14 7 --- ------- ---- GRADE 350 350 345 & ry U-1 A^ A r%r' v Ln CE- 0) ILL 345 Uj Uj rn 5. 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(( -) i I ^I I ICI 1 -1 I I`� 1.5' 55.0' ROW x ( v W -III III -1 I ! -I I l III COMPACTED SUBGRADE I 1.5, I CBR =10 �-- -18.0' 12.5, 12.5' 0' 5.0' .0'- -I W 0- . I TO BE FIELD VERIFIED BUILDING SETBACK SIDE K LANDS APE LANE LANE LA SCAPE SIDEWALK I BUILDING z 2 S VDOT STD CG -6, TYP. -" ry , RIP I SETBACK I O = V) - 5 TYPICAL PAVEMENT SECTION FOR PARKING & ALLEYS I' 2 2, 2.0� �_ o 2.0 s I a z r I 1. in 4x8 x2.375 Eagle Bay EI C10 Not To Scale I n » » o rr 8' Landscaping Strip- Brickstone Chamfered Paver ~- - -4.0" CONCRTE D P g P VDOT STD UD -4 1.5' SM -9.5A ASPHALT In Jefferson Color at Running Bond :3 SEE DETAIL 8/C26 (TYP.) 3.5" BM -25.0 ASPHALT SEE STD U8 /C Pattern (Grouted Joints Typ.) 8A" AGGREGATE SEE DETAIL 8/C26 (TYP.) e A 4 ... ad e 4„ - 3,000 PSI CONCRETE . L t _ . � # L N - - 10 TRAILSIDE DRIVE CROSS SECTION N 4' Eagle Bay Turfstone Paver - 0 0 0 0 0 0 0 0 " Q ❑❑ ❑ ❑ ❑ ❑C3i ❑C_ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑ ❑CID ❑ ❑❑ ❑ ❑❑❑❑ ❑ ❑[��L� ❑ ❑❑ 0 0 0 0 0 0 0 0 4- VDOT #21A BASESTONE _ ❑ C1 D D D ❑❑ IIn Gray. Backfilled With Soil - 0 0 0 0 0 0 0 0 SCALE: 1 " =10' D Mix and Planted With_D❑ ❑❑Q❑❑❑❑❑❑❑❑ ❑D ❑D❑ D ❑ ❑ ❑D ❑❑ ❑DQDL CIO V) . �i❑❑❑ ❑ ❑ ❑❑ DI ❑c» DD- DIED ❑CtDDD❑DDCI❑ DDD ❑Q ❑DDD❑DD 11 -111 =111 =1I1.=1f1 -�-z J Ornamental Groundcover 8 -i I I -I 11 -i i I -I i I -i I I- COMPACTED SUBGRADE IIIII fill 111111 Jill fill In rn In ni - CBR =10 > TO BE FIELD VERIFIED Q F 4 "x8 "x2.375 "' Eagle Bay -- 2 Brickstone Chamfered Paver E _ In Jefferson Color at Parallel Edging r6_N TYPICAL SIDEWALK SECTION R w - r, », Pattern (Grouted Joints Typ.) r C1 O Not To Scale I I I 0 = -- 4x8 x2.375 Eagle Bay 24.0' ACCESS EASEMENT ' ( N o 12' Pedestrian Access 10.67' Brickstone.Chamfered Paver __ I - - - Hardscaped w/ Grouted _ In Jefferson Color at 90' �> », I ) 20.0 TRAVELWAY 7 L - - Brick Pavers Harringbone Pattern 4x8 x2.375 Eagle Bay _ _ _ (Grouted Joints Typ.) Brickstone Chamfered Paver ) ,_ 5 (2.0 12.T 7.3' o' y - PARKING 1___ In Jefferson Color at Parallel Edging VDOT STD. - - I 4' MIN. CLASS B TRAIL 2.0� y I 2.0 %-- CG -2 _ Pattern (Grouted Joints Typ.) _. I - k-T TU 8 _ T 1. - (I (; 2" HARDWOOD MULCH 2.0" SM- 9.5A O��,� r .-rw 6.0" VDOT #21A E_ - I -:- . 4' Eagle Bay Turfstone Paver - DDD❑❑fl❑DI 9 Y D ❑❑ i�❑❑Qt�3❑❑Q❑DD❑❑Q❑❑❑❑❑❑❑DCi❑❑❑6 R O - 1Q❑ ❑Q❑❑Diln Gray. BackfiliedWithSoil I D❑ 0 D❑DDDD000D❑DD❑❑0❑D❑❑D❑❑❑ ❑D -I - - E- - - UJ IN M.SHIMP> EXISTING GRADE Mix and Planted With -I p Lic. o,� 5183 ❑G ❑❑ ❑ ❑ ❑[ Ornamental Groundcover ❑ - ❑ ❑DCI❑C7❑ ❑ ❑D❑D❑ ❑D❑ ❑❑ ❑DQ ❑Ci ❑CAD❑ ❑❑ �(__-I11- III =�4i- UNDISTURBED 11 SOUTH ALLEY CROSS Ya SS SECTION 231(5 C10 SCALE: 1"=10' S�ONAL � 3, 4 "x8 "x2.375 Eagle Bay TRAIL STANDARDS: g y 1. TRAIL SHOULD BE INSTALLED AS MINIMUM IMPACT NATURE TRAIL WITH 8' Landscaping Strip -I Brickstone Chhamfered Paver In Jefferson Color at Running Bond MAXIMUM GRADES OF 20�. Pattern (Grouted Joints Typ.) 2. ADD TRAIL BREAKS TO PREVENT EROSION. 3. FOOT BRIDGES SHALL BE INSTALLED OVER DRAINAGE DITCHES OR OTHER I MAJOR OBSTACLES. I - -20.0 ACCESS EASEMENT - 4. CONTRACTOR SHALL VERIFY TRAIL LOCATION ALIGNMENT AND GRADING L2.5'+/-0.5 ' rim_ / -- I--6.o .a-- �--6.0 2.a 10.0 REQUIREMENTS WITH ALBEMARLE COUNTY PARKS AND RECREATION I OPEN SPACE I TRAVELWAY I BUILDING SETBACK l DEPARTMENT (PH. 434- .296 - 5844) PRIOR TO CONSTRUCTION. 15:111ai III: 2A% - 2.0" SM -9.5A STANDARDS 6.D" VDOT #2,a r7NVRIMITIVE TRAIL ' CIO Not To Scale tS� ° � � E E E J o 0 o E E a � 6v U V c0� rl2 NORTH ALLEY CROSS SECTION , ° o o 0:> H .° r Pnrh d ' 7" - 3,000 PSI CONCRETE C1 O SCALE: 1 " =10' W 0000000000000000 4„ - VDOT #21A BASESTONE E- 0 0 0 0 0 0 0 a Ki_, MEWS LAYOUT DETAIL I I -1 11 =1 11 =1 11 =1 I I- i i C10 SCALE: 1 " =5' CBR COMPACTED SUBGRADE III III III III�IIII - 000a a O O N 36.0' ROW r TO BE FIELD VERIFIED ( 5.0 + -oI ' 4.0 0' .0' 4.0' '-f-5.0' BUILDING I LAND APE PAVED MEWS LAND APE I BUILDING MIN. WIDTH EQUAL TO BASE THICKNESS SETBACK S P- S P SETBACK > co r- oo m a s TYPICAL HEAVY DUTY SIDEWALK SECTION ( 2. o ---- 2.0� 2.0% --- 2. o I PLASTIC EDGE RESTRAINT -� . EAGLE BAY BRICKSTONE CHAMFERED PAVER C1 O Not To Scale - LOW POINT I LOW POINT 1.5" - SAND BEDDING BRICK PAVERS II -II{ PERMEABLE PAVERS ' SEE DETAIL 2 C10 .. / 0 0 0-0-0-0-0-0-0-0-0 0 0 0 0 70 0 0 0 0 0 I =-10000 I -00 0000000-0-000000000 °00000000°00 4" - VDOT #21A BASESTONE SEE DETAIL 3 /C10 0 0-0-0 -0- 0-0-0_0 0000000 I (= III= I I =� � �= III =) � I =I � � =1 � I= GEOTEXTILE AS .REQUIRED (TURN UP AT SIDES OF BASE) 13 RIVERWALK XING CROSS SECTION Q 6" - COMPACTED SUBGRADE » - - - CBR =10 C 10 SCALE: 1 =10 STAKE TO BE FIELD VERIFIED Iz� t 10 �- 0 2 VYPICA L CONCRETE PAVER SECTION FOR MEWS C10 Not To Scale BASESTONE TO EXTEND 12" BEYOND [PAVER PERIMETER PLASTIC EDGE RESTRAINT ORNAMENTAL GROUND COVER OVER SOIL MIX BACKFILL EAGLE BAY TURFSTONE CONCRETE PAVER GRID III -I I 3/4„ _SAND BEDDING I1- 0 0 0 0 0 0 00 0 000 o 'o' o .o..:o » - I1 °o °o 0 °0 °0 °0 °0 °0 °0 °0 °0 °0 °0 °0° 4 VDOT #21A BASESTONE 0 0 0 0 0 0 0000000000000000 I 0 0 0 0 0 0 T I - I IIT1 GEOTEXTILE AS REQUIRED (TURN 'UP AT SIDES OF BASE) - „ - 6 COMPACTED SUBGRADE CBR =10 STAKE TO BE FIELD VERIFIED 3 TYPICAL PERMEABLE PAVER SECTION FOR MEWS C10 Not To Scale Ditch Sections Section Lining Channel Channel Left Side Right Side. 10 -Yr 10 -Yr A5* _ Depth Width Slope Slope Velocity Depth SCC Al M tti2 2.0' 18' 3:1 6.1 2.18 0.5 SCC C EC -2 Matting 1.5' 12' 4:1 4:1 4.24 1.7 �- Width Lining de Depth Structure Type Size (ft) A4* DI -3B 6 A4A DI -3C 6 A5* DI -3B 6 A6* DI -3C 6 A7 DI -7 A8 DI -3B 8 ' A10 DI -7 B2 DI -3C 6 B2 D1 -3C 6 B3 DI -3C 6 B3 DI -3C 6 B4 DI -3B 8 D2A DI -3C 8 D2A D1 -3C 8 D213 DI -7 D3A D1 -3A 2.5 D4 DI -3C 6 D5 DI -3C 6 D6 DI -2 12 F2 D1 -313 10 FT7 DI -3B 14 *Inlet to be installed with future development. I LL I i � L 55.0' ROW 1.5, --- -18.0 .5 .0' 11.0' 11.0' I .0'- 8.0, BUILDING SETBACK SID ALK LAN CAPE LANE LANE P SIDEWALK BUILDING SETBACK LL ► S IP Z W 1 L :_ I 4.0 » CONCRETE 115 » SM -9.5A ASPHALT 4.0" CONCRETE 2.5" BM -25.0 ASPHALT n V 6.0" AGGREGATE 0 J 0 LU 14 TRAI�SIDE _COURT CROSS SECTION STA 10 +_00 12 +50 W J C10 SCALE: 1 =10 L1 A ( W Uju ENTRANCE �, i J PORTICO LU 73.5' ROW t ( 4 3.5' .0' 5.0' 11.0' ' 5.0' --- 18.0'- -- --1 z < STEP TURNAROUND LANE LANE LAND APE SIDEWALK i BUILDING SETBACK BACK - ST P I I LL 2 -2.0% o- --2. o I Date " 4.0" CONCRETE I 05/01/14 4.0" CONCRETE J _ - 1.5 SM -9,5A ASPHALT - 2.5 "' BM -25.0 ASPHALT Scale - - - 6.0" AGGREGATE » 1 =30 r4_'VYPICAL D ITC N SECTION DETAIL 9 STORM STRUCTURE TABLE Sheet No. �� Nat Ta scale C10 Not To Scale 15 TRAIL.SIDE COURT CROSS SECTION STA- 12 +50 - 13 +5 C10 of 28 0 � � C 1 O SCALE: 1 " =10' �0`� File No. 12.009 �i :It- I_KUVIUl_U rMiu EGIN SUPE S PER AA<, W ILU 0 R/ LU DZ SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE TIES SEE S, 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MUL PLANTING AND W) THOROUGHLY 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQUI PLANTING SOIL, A PLANTING SOIL Al, REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDISTURBED OIL- 0. 2 + ROUTE 20 SCALE: 1 "=30' STREETSCAPE: r3TREE PLANTING DETAIL C12 Not To Scole Q) , I NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. 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. 3. Plantings shown on the approved rezoning plan ZMA 2012-00002 within the future mixed—use areas shall be shown on site plans submitted for those portions of the project. 4. Ornamental grass required shall consist of clumps of Schizachyrium scoparium — Little Bluestem or a similar flowering species. 3 1 F\ E_ E_ I D l.jMr- L. REFER TO SHEET C 1 1 0/-L.00 2y r hN F DEFER TO 5H EET C I I I ✓ -ruu 1/_\ z_u-ruu LANDSCAPING REQUIRED: 20% of Total Site Area of Canopy: 813,157 SF .20 = 162,631 SF Rt. 20 Street Trees: 1 Large Shade Tree Per 35' of Frontage: 998'/35=29 Trees @ 3.5" Col. Min. Flowering Ornamentals Interspersed Along Frontage. Internal Street Trees: Trailside Dr. & Trailside Ct.: 1 Large Shade Tree Per 40' of Frontage: 2,155'-673' (VDOT Restriction)= 1, 482' 1,482'/40=37 Trees @ 2.5" Col. Min. Riverwalk Xing (mews): 1 Flowering Ornamental Per 40' of Frontage: 638/40=16 Trees @ 2" Col. Min. Northern Buffer (Block 1): 4 Large Shade Trees, 3 Evergreen Screening Trees, & 15 Evergreen Shrubs. Northern Buffer (Block 2A): 10 Evergreen Screening Trees, & 50 Evergreen Shrubs. Northern Buffer (Block 4): 6 Large Shade Trees Screening (Block 2A): Evergreen Trees @ 40' O.C., Evergreen Shrubs @ 5' O.C., and Flowering Shrubs @ 3' O.C. SWM Facility 3: Landscaping along entrance corridor as per ARB recommendations. Main Road Entrance: Assorted Ornamental Trees, Shrubs, & Native Grasses. LANDSCAPING PROVIDED: 304,991 SF Existing Canopy To Remain x 1.25 Bonus = 381,239 SF - 50,712 SF New CanqU 431,951 SF Total Canopy Rt. 20 Street Trees: 30 Large Shade Trees Provided. 22 Flowering Ornamentals Interspersed Along Frontage. Internal Street Trees: Trailside Dr. & Trailside Ct.: 40 Large Shade Trees Provided Riverwalk Xing (mews): 16 Flowering Ornamental Trees Provided Northern Buffer (Block 1): 4 Large Shade Trees, 3 Evergreen Screening Trees, & 15 Evergreen Shrubs. Northern Buffer (Block 2A): 10 Evergreen Screening Trees, & 50 Evergreen Shrubs. Northern Buffer (Block 4): 6 Large Shade Trees In Rear Yards, Screening (Block 2A)- Evergreen Trees @ 40' O.C., Evergreen Shrubs @ 5' O.C., and Flowering Shrubs @ 3' O.C. SWM Facility 3: 2 Large Shade Trees & 12 Shrubs. Main Road Entrance: 2 Large Shade Trees, 4 Flowering Ornamental Trees, 14 Flowering Shrubs, & Native Grasses, LANDSCAPE SCHEDULE Plant Min. Quantity Canopy Quantity Canopy Quantity Canopy Total Total Symbol Planting Type Botanical Name Common Name Col./Height at 3.5" SF at at 2.5" SF at at 2" SF at Quantity Canopy SF 3.5" 2.5" 2" Large Shade Tree Liquidambar styraciflua "Rotundiloba" "Rotundiloba" Sweetgum See Above For Requirements 11 272 21 238 0 206 32 7990 Large Shade Tree Acer rubrum "October GlorV" Red Maple See Above For Requirements 10 510 19 452 0 397 29 13688 0 Large Shade Tree Quercus phelios Willow Oak See Above For Requirements ents 9 471 29 419 0 370 38 163910 Large Shade Tree Betula nigra "Heritage" "Heritage" River Birch See Above For Requirements 0 535 5 464 0 397 5 2320 See Above For 0 Large Shade Tree Black Gum Nyssa sylvatica Requirements 0 181 10 151 0 123 10 1510 Medium Shade Tree Acer rubrum "Autumn Flame" Red Maple Red See Above For Requirements 0 4 234 0 177 4 936 Ornamental Tree Amelanchier loevis Ally Serviecebeghenrry 2" Col, 0 0 0 0 11 130 11 1430 Ornamental Tree Cercis canadensis Eastern Redbud 2" Col. 0 0 0 0 28 124 28 347.2 17 0 'r Ornamental Tree Cornus florlda Flowering Dogwood 2" Cal. 0 0 0 0 24 124 24 2976 Evergreen Screening Tree Thuja occidentalis Eastern Arborvitae 4' Ht. 16 Evergreen Shrub Rhododendron Catawba 24" Ht. 66 catowbiense Rhododendron U Evergreen Shrub Ilex vornitoria "Nana" Dwarf Youpon Holly — 24" Ht. 60 Evergreen Shrub Kalmia latifolia Mountain Laurel 24" Ht. 44 �>J Flowering Shrub Ceanothus americanus New Jersey Tea 24" Ht. 42 Flowering Shrub Rhododendron Rose Azalea 24" Ht. 39 prinophyllum Flowering Shrub Rosa virginiana Virginia Rose 24" Ht. 36 TOTAL SF: 507112 NOTE: CANOPY FROM 10 YR GROWTH County of Albemarle. Conservation Plan Checklist — To be _lacedonfandsc ape Plans (Handbooki pp 111!.294-111 -297 for complete specifications) The following items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved), 21 Location and type, of protective fencing; /c.j Grade changes requiring tree wells or walls; n/d I Proposed trenching or mbn6litig beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the free tuarking,bas been iriRpected -and approved by A County Inspector. 3. Pre- Construction Conferences Tree preservation and. protection measures shall be reviewed with. the contractor on site, 4. Equipment Operation and storaev-, Heavy equipment, vehicular traffic and storage of construction materials "including soil shall not be pet nutted within the diriplihes of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices. 0 Such devices shall not adversely affect trees to be saved. 6. Fires: n,/qLJ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials, n/aLl Toxic. materials shall not. be stored, within 100 feet of the dripline of trees tobe,saved. $. Protective: F-Oncing, 0 Trees to bexetained within 40 feet of a proposed building or grading activity AM be protected by fencing-, 0 Fencing shall be in place and shall be iispeoted and approved by a County Inspector prior to, grading or construction. 9. Ttee Wells: n/oj When the ground level must be raised within the dripline of a tree to be saved', a tree well shall be provided and & construction detail 'Submitted for approval.. 1-0. Tree Walls, n /oJ W , henthe ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a, construction detail submitted for approval. 11. Trenching and Tonadiniz: n/aLl When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as. an alternative when it. is .anticipated that I necessary trenching will destroy feeder roots. 12. Cleanup; Protective. fencing shall be the last items removed during the final cleanup., 13, Damaged Trees: 0 Damaged trees shall I be tteated'inimediately by pruning, fertilization. or other methods recommended by a tree specialist. NOTE: IT IS THE,I)EVELOPERR'$ RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE (PATE). 5/1/06 Page 1 Gf I SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL 5URfACE- ROUGHENED TO BIND NEW SOIL P VX SET SHRUB PLUMB. TOP Of ROOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 Of ROOTBALL LL WATERING BERM FINISHED GRADE LU 4 SHRUB PLANTING DETAIL- 43 0 17V U TIT, TN AXX4 Q-4TT\4A>� Lic. No. 45183 0 4'�sSAONAL 380 375 370 365 360 55 350 345 340 335 375 370 365 360 355 350 345 340 335 ALL PROPOSED PROFILES SHOWN FOR PHASE 2 GRADE WATERLINE A" PROFILE STA 10+00 THRU STA 19+50 �C13)SCALE: 1"=30' Horizontal, 1"=10' Vertical 355 I�IIIIII 350 8" STEEL CASING-----. STA 11+7.33 THRU 11+67.57 SEE DETAIL 5/C`19—� i+51.72 MUST JOINTS II ■11111 • I I IIII I II I ■11 III III�� II li II 1 IIII = III II•I�I�I :I�I IIII 11 .............................. - - - -- - - - - - - - - . . . . . . . . . . . . . . . ----------- ------- - ------- . . ... ....... . . . . . . . . . . - - - - - - - - ------- . .. . . . 00 - ------------------ ---- ........... . . ........... . . . . . . . . ... .. ..... .. . .... . .. - — - — - — STA 22+13.42 THRU 24 +15.04 ALL FITTINGS, VALVES, AND HYDRANTS MUST BE RESTRAINED MECHANICAL JOINTS — ------ _ v VV77 — TV —17 IV IV 9 V5 7V vV'v7v v v vv v v 7 v Wv Vv _._ -4' ' mom. L 00 LO Lij uj W LIJ 64 JIM_ CD 2 117 :Z r*") :Z < r-3-- ' � • 1) min. - - VIII �1 @� ■ L Uc New 6" DI 1vuvv 0 Waterk(e mum V —VV R-R-v— Z 'Tvvv-v—vF1V2v-'7 �vllvl� v v —vv v v 11 .5 0- Lr) orpuluuvil ILL C14 c-ted ------------ - -- ea MM 41— -------------- nil Zt— ---_w Sr�' - ----- J.0 Pi 4- r,4-- rs 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 98+00 WATERLINE A" PROFILE STA 10+00 THRU STA 19+50 �C13)SCALE: 1"=30' Horizontal, 1"=10' Vertical 360 355 350 345 340 355 355 350 STA 10+20.60 THRU 1 FITTINGS, VALVES, AND HYDRANTS BE RESTRAINED MECHANIIiAL i+51.72 MUST JOINTS 345 340 340 335 .............................. - - - -- - - - - - - - - . . . . . . . . . . . . . . . ----------- ------- - ------- . . ... ....... . . . . . . . . . . - - - - - - - - ------- . .. . . . 00 - ------------------ ---- ........... . . ........... . . . . . . . . ... .. ..... .. . .... . .. - — - — - — STA 22+13.42 THRU 24 +15.04 ALL FITTINGS, VALVES, AND HYDRANTS MUST BE RESTRAINED MECHANICAL JOINTS — ------ _ v VV77 — TV —17 IV IV 9 V5 7V vV'v7v v v vv v v 7 v Wv Vv _._ -4' ' mom. L 00 LO Lij uj W LIJ 64 JIM_ CD 2 117 :Z r*") :Z < r-3-- ' � • 1) min. - - VIII �1 @� ■ L Uc New 6" DI 1vuvv 0 Waterk(e V —VV R-R-v— Z 'Tvvv-v—vF1V2v-'7 �vllvl� v v —vv v v 0- Lr) orpuluuvil ILL C14 c-ted ------------ - -- ea 41— -------------- u Zt— ---_w Sr�' - ----- J.0 Pi 4- r,4-- 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 98+00 360 355 350 345 340 360 355 355 350 STA 10+20.60 THRU 1 FITTINGS, VALVES, AND HYDRANTS BE RESTRAINED MECHANIIiAL i+51.72 MUST JOINTS 345 340 340 335 00 - ------------------ ---- v VV77 — TV —17 IV IV 9 V5 7V vV'v7v v v vv v v 7 v Wv Vv _._ -4' ' mom. L 00 LO Lij uj W LIJ 64 JIM_ CD 2 117 :Z r*") :Z < r-3-- ' � • - - VIII �1 @� ■ L 360 355 355 350 350 345 345 340 340 335 (-2 WATERLINE »A" PROFILE STA 19+00 THRU STA 28+00 C13 ts-'CALf -1"=VHorizontal, 1"=10' Vertical 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 10+00 11+00 12+00 13+00 3 WATERLINE "B" PROFILE- r4N�WATERLINE "C" PROFILE Cl 3 C13 SCALE: 1"=30' Horizontal, 1"=10' Vertical 380 V) D F 375 0 Cq w cv 365 w Z (n 360 w 0 Ld -i (If 355 0 < 3: 350 340 335 u J TIN MP Lic No. 45183 A 375 370 365 360 355 350 4 340 335 STA 10+0.00 THRU ALL FITTINGS, VALVES, AND HYDRANTS MUST BE RESTRAINED MECHANICAL JOINTS 00 - ------------------ ---- v VV77 — TV —17 IV IV 9 V5 7V vV'v7v v v vv v v 7 v Wv Vv _._ -4' ' mom. L 00 LO Lij uj W LIJ 64 JIM_ CD 2 117 :Z r*") :Z < r-3-- co 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 10+00 11+00 12+00 13+00 3 WATERLINE "B" PROFILE- r4N�WATERLINE "C" PROFILE Cl 3 C13 SCALE: 1"=30' Horizontal, 1"=10' Vertical 380 V) D F 375 0 Cq w cv 365 w Z (n 360 w 0 Ld -i (If 355 0 < 3: 350 340 335 u J TIN MP Lic No. 45183 A 375 370 365 360 355 350 4 340 335 350 345 340 335 330 325 320 315 310 11 u u ALL PROPOSED PROFILES SHOWN FOR PHASE 2 GRADE 350 345 340 335 330 325 320 315 310 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 SANITARY SEWER PROFILE: SAN 1 SAN 6 Cl SCALE: 1"=30' Horizontal, 1"=10' Vertical aA 6B 6C 6D 6E 365 360 355 350 345 340 335 330 w !' 365 -- _�I�I��II it � �- 360 '� II 111 - i 345 Nr - - -- - - -- _ . _. - - — - �� I - 1 1111111 ��■ �� 340 IIA1NIc3 = 345 V a ' . -- + ■I ■� '" d �� ■ - - ��Iwl I��rlllll�llllllll � N IIII /I ■ ■w ■IIII I- �I �� .�I ■�� ■I�III�I�IIIII 11��11 ' �� I - - N' - �� , ;. � Luc >r■■■■■■■1■. 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SHIMP ic. No. 45183 o � !' • - •• VIII I I ■111111��1�1 II�III�IIIII {�I�IIIIIII/IINIII a ul ■III "lii�l "I��ul Illlln � Illllli� uulllllli�lllliilllil�I�Irll�llll�l .■ `"' Illlllllll�lllllllllllli � {Il�lllllilu lu�lll�Illl�� I � 1'll� �II � <. �. �, "� III IIII 1 IIIIIIIIIIII I�f 11111' � �•�IIIIIIIIIII IIIIIIIIIIIIIII■/ SI 11�Irll I�1■I 111111111■ � {111.11 II {IIII1�1� ■� " •x 111111111�1I 111111 II IIAli1111 � '{ w I� ■INI ®'�' IIII I I I IIIIIIIIII1111 III IIII■ I - I I � VIII ■Illl�ll� ■II11111� • I � IIIIIIIII ■11 ■I III II I ■IIIIIIIIIII�� I IVININIIIIIII■I NI1fI�N111111NNIIIIII.III�� 1111 111111 IIIIAAV II III VIII II If I x11111411 I "�' IIII 11111 II 11111 / 1111111 1 1 l I� ■�11I�� 11w 11111111111r111I1 1111111 I I • I f Irl 1 III 111 11 II III/ LII11 IIII■ 11 II I rr� � I I 11111111 ■11111111 ■1111111 ■I�IIII I 11 x1111 11111 I wr ■f■ ■111.1 -I - _ Ilr I III VIII I ■III II 1111111 I ■IIIIIIII 1 I I �� I �I II� Ilr� IN�I�11 ■IIIN 11x11 ■�� 11111�1r1 ■1 ■1■ ■11111111 ■111 11111 ■ ■II ■wwll.��lal■r■w 11111 III l� ■I I IIII �� III I ■III 111111111 I 11.Vwr ■uw■11 1111111111I1� 111 IUIIIIII II II�III�I� ■I ■IIII IIrIIAI /I■ ��I w1�11111111111111111111 111I�11w ■rV1l 1111111 ■wlr■■ r" �, ` 111111111111111■ r IIA IIII / _. ,• i 01 1 i / I�� II (IIIII ■��■ �� 111 IIIIII■�II ��6M11■III ■r�911V1 ■� N I r I�if1111 ��rr� I.�I/I■ I11I111111■■ ■■ I■IIM■1■ I11M11111 //111111111111111��11111111111 I ■1 I ■I I■ r�I11 ■I 1111111 1111 II II � 1111 111 � I I I IN I ■ ■ ■■ IIIr��r�wl�ll.l1 1 �I11111111 ■111 ■ '° tl w ■IS I 111111 1111111111111111111 111�r 111N1 ,. 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No. 45183 o � 365 360 355 350 345 340 @ n6C 1 10+00 10+50 11+00 11+50 K�1 SANITARY SEWER PROFILE: SAN 6C - SAN 6C1- C15 SCALE: 1 � =30' Horizontal, 1 ° =10' Vertical ALL PROPOSED PROFILES SHOWN FOR PHASE 2 GRADE ��■ 1■■1■1�■■ 1111111 I��liii�� MIN i �� ■il_ ■ M. w M " am 0 IM-al ■ ■ ■ 1U f uu 11+UU "2 SANITARY SEWER PROFILE: SAN 8 - SAN 8A C15 SCALE: 1"=30' Horizontal, 1`--10' Vertical 360 355 350 345 340 335 330 325 TD - Z5. (*--3 TYP. SEWER PIPE INSTALLATION IN TRENCH C15 Not To Scale -SEWER S.E'RVICE, LATERAL :CONNECTION NOTES: 5_ yl - Tt -,AL LA f� TO, :A ANH AND N� 1A-N7 'ELR".TPQN :F T1-i! SERVICE LA-ERAL IS 1:N,0Z',,Mb, , �1 ` I , "- Tip ?,LROO), lcw -0- <ckNIKE , r � , . ". . . . - , , , - - - — . LC EQ..A:, PID.F., S,.HAL.- 6,�E A-:T LEAST '� ,2'''HGAER --IAN - 7H. E. 11-} 1 JV Y Pir- CTNM14,.M' : 21 SANLR LA LKALS IA•P_U. IN C. LX5.1 �,.LYYL i, hMN :C U NL;1 A. F'Ir- 3, N41NIMt,.M. �+.ADI- i. '5''-wu-, -Ulprv�L OONNL�fON 6 A_L BL 2% HAVi- A MINIMIUNT t.x F DIMAFI:k-1 3 AL S�MW,- L�, 5 �J.M -5 AIIJE � MUM, M tQVEi �1'3'A LT—/ TREATED 2 �, 4 K E-R ?]AC- END. C,— MAIX LINE a =F VOCE LATE RAL SECTION .5 001, 0,�: LNE NAVY2. PLAN VAR ES SEWER SERVICE LATERA.1- CONNECTION TD - X7 r-4*'VYP. MANHOLE SECTION SHOWING BRANCH TIE-IN 5 VYP. MANHOLE PLAN SHOWING BRANCH TIEPIN r-6-N TYP. MANHOLE FRAME & COVER K-TVYR SEWER SERVICE LATERAL CONNECTION C15 Not To Scale C15 Not To Scale V15) Not To Scale C15 Not To Scale p,LTIf OF IN M. SHIMP > Lie. o. 45 183 360 355 365 350 360 345 305 340 350 335 345 330 340 32 md1rA Mill 10+00 10+50 11+00 11+50 K�1 SANITARY SEWER PROFILE: SAN 6C - SAN 6C1- C15 SCALE: 1 � =30' Horizontal, 1 ° =10' Vertical ALL PROPOSED PROFILES SHOWN FOR PHASE 2 GRADE ��■ 1■■1■1�■■ 1111111 I��liii�� MIN i �� ■il_ ■ M. w M " am 0 IM-al ■ ■ ■ 1U f uu 11+UU "2 SANITARY SEWER PROFILE: SAN 8 - SAN 8A C15 SCALE: 1"=30' Horizontal, 1`--10' Vertical 360 355 350 345 340 335 330 325 TD - Z5. (*--3 TYP. SEWER PIPE INSTALLATION IN TRENCH C15 Not To Scale -SEWER S.E'RVICE, LATERAL :CONNECTION NOTES: 5_ yl - Tt -,AL LA f� TO, :A ANH AND N� 1A-N7 'ELR".TPQN :F T1-i! SERVICE LA-ERAL IS 1:N,0Z',,Mb, , �1 ` I , "- Tip ?,LROO), lcw -0- <ckNIKE , r � , . ". . . . - , , , - - - — . LC EQ..A:, PID.F., S,.HAL.- 6,�E A-:T LEAST '� ,2'''HGAER --IAN - 7H. E. 11-} 1 JV Y Pir- CTNM14,.M' : 21 SANLR LA LKALS IA•P_U. IN C. LX5.1 �,.LYYL i, hMN :C U NL;1 A. F'Ir- 3, N41NIMt,.M. �+.ADI- i. '5''-wu-, -Ulprv�L OONNL�fON 6 A_L BL 2% HAVi- A MINIMIUNT t.x F DIMAFI:k-1 3 AL S�MW,- L�, 5 �J.M -5 AIIJE � MUM, M tQVEi �1'3'A LT—/ TREATED 2 �, 4 K E-R ?]AC- END. C,— MAIX LINE a =F VOCE LATE RAL SECTION .5 001, 0,�: LNE NAVY2. PLAN VAR ES SEWER SERVICE LATERA.1- CONNECTION TD - X7 r-4*'VYP. MANHOLE SECTION SHOWING BRANCH TIE-IN 5 VYP. MANHOLE PLAN SHOWING BRANCH TIEPIN r-6-N TYP. MANHOLE FRAME & COVER K-TVYR SEWER SERVICE LATERAL CONNECTION C15 Not To Scale C15 Not To Scale V15) Not To Scale C15 Not To Scale p,LTIf OF IN M. SHIMP > Lie. o. 45 183 360 355 365 350 360 345 305 340 350 335 345 330 340 32 10+00 10+50 11+00 11+50 K�1 SANITARY SEWER PROFILE: SAN 6C - SAN 6C1- C15 SCALE: 1 � =30' Horizontal, 1 ° =10' Vertical ALL PROPOSED PROFILES SHOWN FOR PHASE 2 GRADE ��■ 1■■1■1�■■ 1111111 I��liii�� MIN i �� ■il_ ■ M. w M " am 0 IM-al ■ ■ ■ 1U f uu 11+UU "2 SANITARY SEWER PROFILE: SAN 8 - SAN 8A C15 SCALE: 1"=30' Horizontal, 1`--10' Vertical 360 355 350 345 340 335 330 325 TD - Z5. (*--3 TYP. SEWER PIPE INSTALLATION IN TRENCH C15 Not To Scale -SEWER S.E'RVICE, LATERAL :CONNECTION NOTES: 5_ yl - Tt -,AL LA f� TO, :A ANH AND N� 1A-N7 'ELR".TPQN :F T1-i! SERVICE LA-ERAL IS 1:N,0Z',,Mb, , �1 ` I , "- Tip ?,LROO), lcw -0- <ckNIKE , r � , . ". . . . - , , , - - - — . LC EQ..A:, PID.F., S,.HAL.- 6,�E A-:T LEAST '� ,2'''HGAER --IAN - 7H. E. 11-} 1 JV Y Pir- CTNM14,.M' : 21 SANLR LA LKALS IA•P_U. IN C. LX5.1 �,.LYYL i, hMN :C U NL;1 A. F'Ir- 3, N41NIMt,.M. �+.ADI- i. '5''-wu-, -Ulprv�L OONNL�fON 6 A_L BL 2% HAVi- A MINIMIUNT t.x F DIMAFI:k-1 3 AL S�MW,- L�, 5 �J.M -5 AIIJE � MUM, M tQVEi �1'3'A LT—/ TREATED 2 �, 4 K E-R ?]AC- END. C,— MAIX LINE a =F VOCE LATE RAL SECTION .5 001, 0,�: LNE NAVY2. PLAN VAR ES SEWER SERVICE LATERA.1- CONNECTION TD - X7 r-4*'VYP. MANHOLE SECTION SHOWING BRANCH TIE-IN 5 VYP. MANHOLE PLAN SHOWING BRANCH TIEPIN r-6-N TYP. MANHOLE FRAME & COVER K-TVYR SEWER SERVICE LATERAL CONNECTION C15 Not To Scale C15 Not To Scale V15) Not To Scale C15 Not To Scale p,LTIf OF IN M. 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I■ ■IIII ■1 ■w�lr�l - - -- - 11�1111�111��11111�11�11�1111111�1111111 ■1�1�11�� 1 II�III��IIII ■IIIIIIIwllllllllllll�� -�� _ •. 1■ I ■II . ,111111 , J � � i ■II�� I■IIIII■ !111111 IIIIIIIIIIIIII II�, • .. � �� IIIIIIII Imo. 10 +00 11 +lUO 12 +00 13 +00 r_5__" STORM SEWER PROFILE: D2--D5 C16 SCALE: 1"=30' Horizontal, 1"=10' Vertical E2 � O � 355 10 +00 350 340 345 I� 340 330 ��!!�v � +IMII 11.111111111® 330 320 325 r.��1.■1■ u■l1.1� 1016 SCALE: 1 " =30' Horizontal 1 " =10' Vertical = a■■�I I Horizontal 1 " =10' Vertical , � IIII • I � ■li I•��M� i�iiiisl I ° �■'�— ILII■ ■III. � �� `r•�. � �� I IIII 11 II— 1 IIII ■. �� =%� I� � 11 ■ICI ■1■ II � - - -- - 355 10 +00 350 340 345 335 340 330 335 325 330 320 325 31' 5 10 +00 11 +00 10 +00 STORM SEWER 10 +00 10 +50 10 +00 11+00 STORM SEWER PROFILE. D3 D3B SEWER (T)STORM W PROFILE. D4 —D4A S PROFILE. D6 —D7 9 STORM SEWER PROFILE: E1 -E2 Jo CULVERT UNDER ROUTE 20 SCALE: 1"=30' Horizontal 1"=10' Vertical - C16 SCALE: 1 " =30' Horizontal 1 " =10' Vertical 1016 SCALE: 1 " =30' Horizontal 1 " =10' Vertical C16 SCALE: 1 " =30' Horizontal 1 " =10' Vertical , SCALE: 1 " =30' Horizontal 1"=10'. Vertical 1016 . 365 360 355 350 345 340 335 330 340 335 330 325 320 315 3 o U JU N SHIMP > 5183 �O YSIONAL E� 1.5'H X 3.0'W GABION BASKETS, ENTRENCHED MIN. CLEAN -OUT W/ WEIR LENGTH =10' 0.75' DEEP WATERTIGHT CAP VEGETATED ERGS CY SPILLWAY FOREBAY GRAVEL FILTER C 3" ORIFICE d• •s^ 100 -YR WSE 345 83 10 -YR WSE 345.28 p ELE =345 .40 WE I R PLATE D ETA IL 1 FOR DETENTION A `B 2 -YR WSE ELE= 343.50 343.46 C17 SCALE: 1 " =5' 03" ORIFICE x2 = 341.00 INSTALL TRASH RACKS 15" ORIFICE ON ALL ORIFICES p 100 -YR WSE 340.88 REINFORCED ELE °339.7 S 0 EI D WEIR PLATE D ETA I L 2 FOR INFILTRATION D C1 7 SCALE: 1 " =5' SLID WEIR PLATE DETAIL 3 FOR FOREBAY D6 C 17 SCALE: 1 " =5' BOLT ATTACHMENT DETAIL 4 FOR INFILTRATION FOREBAYS C 17 SCALE: 1 " =2' 24" NYLOPLAST STANDPIPE EX. GRADE -_I WITH GRATE COVER RIM ELEV =342.2 ---- TOP OF ELEV =344^0 BERM ^� 100 -YR WSE= 342.75 V =342.5 p - 0 -YR WSE= 342,43 y 2 -YR WSE=341^56 `'\=f I_I I l I- PROP. GRADE - €1( rt,r -rtAP - ��.I !' �1 I I =.I __ •. „> °.- .....III III —� I I =VDOT #3 AGGREGATE `ELEV 7�9, > -1 50% I E V 33 .0> SAND /30% TOPSOIL /20% LEAF MULCH L -=� ,� � • H•:�`b: "�-'' "'�� "III;- 1 (SAND: 0.02 " - 0.04 ", ASTM C33 FINE) FILTER FABRIC (TYP.) - rLEV= 335.75 ' ` l UNDERDRAINN GRAVEL 3 L V= I I:I (AASHTO M43, 1/2 " -1 ") I f _ _ I I•I- WRAPPED IN FILTER FABRIC 4" PERFORATED PVC l I —24" HDPE PIPE OUT I -I I•- 24" HDPE STM. SEWER PIPE 0 1% MIN. SLOPE INV= 333.60 INV= 334.15 LOCATED ACCORDING TO PLAN VIEW Blofllte r B Section 1 " =10' Horiz 1"=5' Vert .E= 335.00 72" CMP -WAW9 &% - _ELE= 335_00 350 345 340 ' cam., =ter 21 ® i i r rr ^ :;.v 335 BIOFILTER B CONVERSION DETAIL NOTE: FOR CLARITY, THE EMERGENCY SPILLWAY, STANDPIPE, UNDERDRAINS, AND CLEANOUTS ARE SHOWN IN THE SAME PLANE, BUT THEY SHOULD BE LOCATED ACCORDING TO THE PLAN VIEW. TO BE COMPLETED UPON SITE STABILIZATION 1 " =20' a� Y OR APPROVED EQUIVALENT d INFILTRATION TANK D PLAN DETAIL SCALE: 1 " =10' a n�.wvr '.. ....: `xx '. aw+u...... `� `7•.a ,wnu w.i wvv�,»» \4- cc 1 w a ^ 110`` PROP. No 1 a EX. GRADE WEIR LENGTH=10' CLEAN WASHED Z 05- GRAVEL DIAPHRAGM 1 ! VEGETATED f; 'way.` a, ` h - - . 1 "i • ! • ! « I ® z FABRIC _ 50% SAND/30% TOPSOIL/20% LEAF Mdd r ` J (SAND: 0.02"-0.04", FINNI •*+ San's iteif a �Sar[l .Nltlf� 1 • • 1 / •r ' �w��l/11� vii .- • Ii ' 1 a • . ' • ��w*;.,1•..,�.11Ra�«.s'ar ^�i4�..�+�*',�w�rt�w+'"+ir?�'� ,.�C�r ,•' ' � " � 1 � 1, / 1. 1 ! • 1 is : <..\ �. . v f ,rte S »w"cz•' .,o ., ..f�v.rS.. �i,. 1 �' UNDERDRAIN GRAVE (AASHTO a / .. C, WRAPPED IN FILTER FABRIC 1 Iit,u� fix., r... . _.. ,_.. _. .. .. • - w .w v: I Xv .v ♦ , 'w: "Y v: 'K r' .r .r' r '.. . ' ♦ n sr b :, .5. au„ n,r ,k. w.., .. ✓.. ., ila ». Yn 4; M.'s ♦ .Kn+. „A Ar 4' ♦ "v: . SLOPE 1 • / . « 3 LOCATED 1'i 1 t i i ' 1 . ' « ::�. «d&.K . « nz Y «' >,r f ✓,'. . „ « .t,:n ir Ks„. 2fk« :. r tis ... ± • «.as• : «�• >r,•:crz�. +1 • . �,` s' �i••>, �a. >Y�PLATE 11 340.88 ,r.«:..s+z«z.: � J'r 3► 10-YR WSE 03" ORIFICE - Biofilter C Section bUrIILIV 72" PERFORATED CMP 72" PERFORATED C INV= -YR WSE 72' PERFORATED CMP 3 4-11 337,45 =10' Horiz.,1"=5' Vert. LANQSCA�ING PET �- 's n � +. � ..�iilr«rk'11r .+1'.�r�l!° r+►``r!► ks 1310-FILTER LANDSCAPING NOTES: 1. THE BIO— FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED. 2. THE BIO— FILTER SOIL MIX MUST BE A STATE APPROVED MIX. 3. THE 810- FILTER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE WILDFLOWER /NATIVE GRASS MIX, PLANTED IN PLUGS OR SEEDED, WITH HEAVY STRAW MULCH AND EC -2 MATTING. Type BMP B Number BMP C Number (Maintain Su .... • 1 River Birch IN 1 Green Ash 2 0 Sweet Pepperbush 2 2 Win terberry 3 Brass cap inscribed with w'dl depth Ex. Grade 3 1 ��11 Ili•• -,J .- I; i�:41 shi, , ■ Stair • �ss I profile for detail) ON- '�., � �r, .. v ��.n ... ... w +�. .'fi. ..r . �.•.•*!i " �r�.�! � I� w l � :. + •y�. w l� .��..�.. : � .iw �• I Old �1� s\ : . .�..v : . :.>�.♦s. , �� ._ � 4 .y- . �gY!. "..t. .wtom :M� 1 4 . . Ad ., .�� ., ■ ■ �I.�;T�yyy'f• . � .• f .� r . n . �- Y :� s: Y . r' .. Y .. ...1, �. ha' ...i Y .F .,: . Ir`ri. .w . .. .r '.'• » r• ► .. Y � Y . �JY��y !��:�I��It��i��i..%�- r. � w Y .. S:. •. -r •:♦. - ,+A ,. Y' ar .. -Y : . ., r.. ., ,., ... .�' om.�►.i { • .a r+. ♦.�i. .. 1 ►/�2��! r:# ■� r . w . a ^r ". . .. * � r r .0 .. � c _ •✓ rnr T ► +,,. ' 4 �• r , r1r.^ , . . r s . s+ ^r '! i' �r wMr f, t•, 3. . ^�� ►1'iY��,- r w r�•• .R . . �"� /��.�� • PVC Observation I R r • • •� . -. p • - y, Weir Plate .—Perforations through 7 Runs of Pipe 72)p CMP detail this page depth of gravel Cross =0 CMP Welde C'mCf�� Irii/ . m . • f Y I, � I Culvert Out See • ro fil I n�.wvr '.. ....: `xx '. aw+u...... `� `7•.a ,wnu w.i wvv�,»» \4- cc 1 w a ^ 110`` PROP. No 1 a EX. GRADE WEIR LENGTH=10' CLEAN WASHED Z 05- GRAVEL DIAPHRAGM 1 ! VEGETATED f; 'way.` a, ` h - - . 1 "i • ! • ! « I ® z FABRIC _ 50% SAND/30% TOPSOIL/20% LEAF Mdd r ` J (SAND: 0.02"-0.04", FINNI •*+ San's iteif a �Sar[l .Nltlf� 1 • • 1 / •r ' �w��l/11� vii .- • Ii ' 1 a • . ' • ��w*;.,1•..,�.11Ra�«.s'ar ^�i4�..�+�*',�w�rt�w+'"+ir?�'� ,.�C�r ,•' ' � " � 1 � 1, / 1. 1 ! • 1 is : <..\ �. . v f ,rte S »w"cz•' .,o ., ..f�v.rS.. �i,. 1 �' UNDERDRAIN GRAVE (AASHTO a / .. C, WRAPPED IN FILTER FABRIC 1 Iit,u� fix., r... . _.. ,_.. _. .. .. • - w .w v: I Xv .v ♦ , 'w: "Y v: 'K r' .r .r' r '.. . ' ♦ n sr b :, .5. au„ n,r ,k. w.., .. ✓.. ., ila ». Yn 4; M.'s ♦ .Kn+. „A Ar 4' ♦ "v: . SLOPE 1 • / . « 3 LOCATED 1'i 1 t i i ' 1 . ' « ::�. «d&.K . « nz Y «' >,r f ✓,'. . „ « .t,:n ir Ks„. 2fk« :. r tis ... ± • «.as• : «�• >r,•:crz�. +1 • . �,` s' �i••>, �a. >Y�PLATE 11 340.88 ,r.«:..s+z«z.: � J'r 3► 10-YR WSE 03" ORIFICE - Biofilter C Section bUrIILIV 72" PERFORATED CMP 72" PERFORATED C INV= -YR WSE 72' PERFORATED CMP 3 4-11 337,45 =10' Horiz.,1"=5' Vert. LANQSCA�ING PET �- 's n � +. � ..�iilr«rk'11r .+1'.�r�l!° r+►``r!► ks 1310-FILTER LANDSCAPING NOTES: 1. THE BIO— FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED. 2. THE BIO— FILTER SOIL MIX MUST BE A STATE APPROVED MIX. 3. THE 810- FILTER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE WILDFLOWER /NATIVE GRASS MIX, PLANTED IN PLUGS OR SEEDED, WITH HEAVY STRAW MULCH AND EC -2 MATTING. Type BMP B Number BMP C Number Willow Oak 1 1 River Birch 2 1 Green Ash 2 0 Sweet Pepperbush 2 2 Win terberry 3 1 InkBerry Holly 3 1 NOTE: PLANTS SHALL BE DISTRIBUTED EVENLY THROUGHOUT THE BIOFILTER. LE 57 GRAVEL INSTALL TRASH ELE= 335.00 RACKS � �� °4 k ACF N040 NON -WOVEN G OTEXT1LE BOLTS ATTACH .. y....,:> » .. .x D _ TEXTILE - _ :,$: �..� r•- !- � SEE DETAIL 4/C17 y >S Ie'•. 2 MIN. 2' MIN. TT!•� �`j�i (ITT I THE PROPOSED AND EXISTING GRADES ARE SHOWN FOR THL LOWEST EDGE OF NOTE: FILTER FABRIC SHOULD NOT BE BIOFILTER C CONVERSION DETAIL THE INFILTRATION CHAMBER. PLACED ON TRENCH BOTTOM FOR CLARITY, THE OBSERVATION WELL, THE MANHOLE, THE 3UNCTION, AND THE TO BE COMPLETED UPON SITE STABILIZATION WEIR PLATES ARE SHOWN IN THE SAME PLANE, BUT THEY SHOULD BE LOCATED 1: 20r ACCORDING TO THE PLAN VIEW. r_5_"Wo—Filter Details 8 INFILTRATION TANK D CROSS - SECTION C17 SCALES AS LISTED C17 SCALE: 1" =5, U JU IN M. SHIMP > Lic. No. 45183 O ��SSIONAL �'� 350 345 340 DUCTILE IRON WATER PIPE INSTALLATION Not To Scale L _ TD-8 5 TYPICAL GATE VALVE C18 Not To Scale max 2 CONCRETE THRUST BLOCKS C18 Not To Scale VARIES VALVE WX, i nyi%41'Re>5ICN, x 3f i- R1:A_E '' t?E CC1J'UJx B. OR /.PPKI EP 0.! :L WATER ::MAI1a' j , n 1 1[TI aI AN sl.$"s " a.a VAFJES ..: f T F ) C f,YA i J'E ON AT4QV -,9L` kINGLE 'FAFAIL° t _CI ^. IkL 51 d14,. OR GIJJ;_ F,C�I�ChTf.,\ .. WATER M, AWN ROD. VRLVE To TEE ',(COAT RODS Wi1H BITUMINOUS PAINT) ON —LI`NE 1 (TYPE. VARIES THREADED DED CQUPL IN. i €>VQ 'NIPPLE AND. GAP PVC SLEEVE �. BR-A•S$ FIPPLE ACID OAP I Ct4I1I.td:a�c 1+fJ T.n'S't" Tf :)), FIr1YN'WC- LUBRICAIE ALL THREADS THRUST BLOCK' cat METER I3OX: (SEE FIG,, w -7) VALIVE g� z2' m.ALE ' FE t'.Ql:l fkc,: N0. 57 STONE. T-f P.E -:. h _ 2 PiPE. S OP;ED.. TO DRAIN IF r()R r_,. C „4^h .LTA.CIi :rslPd�LL rQVILY GRADE :ALLOWS VARIES VARIES RE.f iD KrifXl SERJI.:E : ^.h: I ^,RIV.?"-:v'tJ 2. t5[ CR 11a NJ FI<i.4 DCA. PLUG DEAD END Ell. Ei TYP E °I;0 11 1•.. ASSEMBLY v .,1. -1: ^A >T FWN .LICE - FIG. W -i 171N]a.11 i. 13 AX ..; i,�K..tekatNSa rtiF 1 F'7i 45 _9 (1.� x:047 2BK3 G,52 . . s i6 0,24 RRI':K A> 133. 2,84 0,115 TYPICAL 5I.E.RVICE LATERAL INSTALLATION ' NTH I � I ? i diF 1 Q . '1I F 9 I 'i 1R Lt Af [ [ tf�i i'iON, AM ' mI �..T_. 2 USE ��4i1 � S ] A� 01 JA E ' N ",A JO E OF '�K - T �� t .,1 - PONSIR 7 THE VE:RI� '�>_ YP ; CONtMTE'THRUST NTH 2 CONCRETE THRUST BLOCKS C18 Not To Scale -D -5 3 TYP. THRUST BLOCK IN FILL AREA C18 Not To Scale Z87442 -H DG SPECIFICATION SHEET 12 P05j WIDE THROAT TRENCH DRAIN SYSTEM TAG W1 HEAVY -DUTY GALVANIZED FRAME. L' +mans onal pats (inches and [ mm Dare Subiect to Manufacturing Tolerances and Change Without Nonce 2t! [5Q8. 17 [432) 4 [1 -02) MIN:. tlR %A8' `THICKNE$STj� _ _80 SPECIE IrG el'rOiNEER,IS I ' RT •A. RIt$PONSIpLE: FqR CONCRETE ;, y. ENCfiSEM @NT AND y. -fl_ REWFOJiCNVO BASED I.rPON.� nPP Icnronl AND cgcnt ce>OES a 1ES + ,Actual High. Density Polyethylene Channel length is 82 [2083] to altbw for overlap, with flAmki attached the fength is 84•ii212146]with' the ex0e tioh of P.N.1201P and 1230P. ENGINEERINGSPECIFI CAT ION :ZumZ874.12.Hb -Channels she01baeQI2032 lion g.17, ..Trench A g Flow. ( 332 }'wide reveal andhaveal2[3.05}widethMt_ Modutarchannelseaboo” alJ6emade : # Shallow Inv: Deep -Inv., of.V/ bw hterabsctbentHighDensityPolyethylene( HDPE ).Shallhaveapositivemechanreal (gpm) pps) (cis) connection between crrannet sections that will not separate during the installation and shall 12011P 9.250" t2351 10682 256 1475, .93 .',-8306 meohanicaily Lock into the concrete surround every, 19 [254], Channets- shall weigh less 1 91 (2 ] 1758, Ill than 6,5lias. [3kg} et tjnearfbat'ha re.smoot�i 3 -1f2 [891 radlu sZ d seifbteaningboftnrr with a Manrting's soeeiant of 0,409 and 1.005$ or neutral 051 ¢uilt- in'slope. Channels are : 2 4P 1 J 6 298 12.578 19 2341 5 4 available: with Inverts ranging Zom 5,25 (235] to a4,23 [9691 Dhalnrtel shall have gfLitrates 2 6P- 2.578,[al9 13.416 i 1 2639 166 locked down. Channels`comewlth'dips attached to the frametoaccommodatevertl6aire• .: bafforpositf oningandBndtoijngpurposes: Shaliba. providedwiththeMandardGDC.grate 1206P i .410 W 441242 2939 185: 85 Zum 16=1/4 [413] wide Galvanized Dudtito SlotedGMte, which iocks`cldwn to:the frame --107 2 3 15.074 with 4 contiguoUS bolt anchors pet gtate,: Ductile iron'dWfofts t6 ASTM $.Ocifrdation A536 , 84 Grade 80- 5,5 -06, and Gaivankin conforms to ASTM s edfcation A123. Galy nized Ructileiron'grateisratedclassG p a 9P 15. 6 404 6.738 ' 3855 43 ; 41 per the DIN ENi433 fop toad ¢lassificatlons. Su • liediro ' 2Ci0 *riominallengthsw'ith13916'[21] wide; slots, endl -3f4[44)beeiing depth, Grate has `. 1210P 4 .'33 anopen.areaof. 118: sq, fn .peI,,tf249.ir9sq.tnmpermeter). ihe025[ ]thicicGatvantzed 11211F 17,570 0�;4 CarbCn. Steel Frame Assembly, conforms to ASTM spa cifcation A36 and :Galvanizing 1212P i8,402 4671, 19,234 489 478S 302 10.72 conformstoASTM 'specifcation,A123with 14-4 [1021 long'concreteenohors per 80,120321 ANwelds: miistbeperfortnedbyecertlfiedwel dOperA STMstandardAWSD1.1.Frames. 114 6.0 1} ,8 1 4 shall be' pr04pced inthe USA. 1215P 24:898 531 21.73(3 52 5725 1 12:8 PREFIX , 3 —_ Z 80 [ 2032] High Density Polyethylene Channel, Heavy-Duty 'Galvanized 1216 1. 3 040 Frame with Anchor Studs` 121 22.562 7 23.394 9 6355 40 14144 615 667= TM SUFFIX oPT9oNS'(Check /specify appropriate opt bns)' 122. 25m8 6M —2&.890 [6 58 73041.461 961 7 a e 1 26.7 2 6 . 4 Closed End£ap _ -U4 4 [1021.NA Hub Bottom Otit(et _ -E4 4 (102) No-Hub End ducat: - -UE 6 [1 521 No-HUb Bootto n Oidlet 1223P 7.554 0 8, 6 [7 21 82W 521 W609 -E6 6 [1 ,62] No-Hub Enid Outtet _ -U8 8 [2031 No Hub Bottom c?ufi`et :. 4 .: 29,2181742 541 19,223 -E9 $ [243] No Hub. End 0,uttet _ - -U12 12 [305) Net- Hub`Bo}tom Outlet „ -El 0 10 [2541 No-Hub EndWlet .1225 NP : 30.0 " 763 30;05 763 Grata obtinns (Loam{ Clartlficattons are r5er DIN EN1435f 0: . 84 1 —�-DCC Ductile limn SOltdCo C, lass C 30.W UI34] 31714 U(X wumile irm $lotted Grate- Glass C'' 1 2 P 1.714. 0 32.54fi 827 4623 7- CDGF Ductile iron Slotfed Grate , Class F 2 8 8 GEC Cye]vanized.Ihtctle lrcxh Grate Class G :GgF Gafyanized Ductile iron Grate - Class ,F (Neutral diannels available for all section numbers) GG Fiberglass; Grate. Ml acx ggWla �tls outiats -HOO Heel- .Proof Longifudonat Queue iron Grate - Class G: -RC, Rebar Clips: (Set of 2): VP Vandal -Proof Lockdown D!A fntttall.S.A. (Load Classifications are per DIN'•EN1433; MA[Z8 In the U.S.A,.MI celJaneotis ogtFOns ADR =USA Meets Americans..with•Disabilities Act _„ -CBE Black Acid Resistant t Dated Frente' f2e4uirements- 'Ciass0 -DB BotomRomeStrainer `DGC'USA Ductile ircz ,bled Grate- Class C _ °PGF -USA. Ductile I" Slatted Grate - Class F- _ GADA t3SA Galvanized'DUCti e,ADASloted Grate =Class C, -CDC -USA Ga(vanize.i )ucfife S1bfted Grate -Class C -GbtF USA Galvanized Ductile Slotted Grate = Class F REV. tSATE: 3/10111 CzN. NO: 1264tO >R urskL�r FUk `rsRtbLWLESSntt+FR:vasESPCOFiEr MG. NO., 303410 PRGYDUCTNO.. 287412 -HOG ZURN INDUSTRIES, LLC ♦ SPECIFICATION DRAINAGE OPERATION.* 1101 Pi t*urghiAve:. + Erie, ,PA 1014 Phorie::8141455Mlf 4, Fax: 8144154.7929 A VVrxttJ -:Wda YNeb`,www.ztmoimtt. . in Canada: ZURN INDUSTRIES LIMITED* 3544 Nashua Drive r Mississatjga; Ontario Fax, 9054054292 6 TYPICAL SERVICE LATERAL INSTALLATION 7�TRENCH DRAIN C18 Not To Scale C18 Not To Scale TQ - 4 TYP. FIRE HYDRANT ASSEMBLY C18 Not To Scale i 'SIZE BRANCH AND VARIES VALVE WX, i nyi%41'Re>5ICN, x 3f i- R1:A_E '' t?E CC1J'UJx B. OR /.PPKI EP 0.! :L WATER ::MAI1a' j , I M.l. PLUG a.a VAFJES r :e PAR i J'E ON AT4QV -,9L` kINGLE 'FAFAIL° t _CI ^. IkL 51 d14,. OR GIJJ;_ F,C�I�ChTf.,\ WATER M, AWN ROD. VRLVE To TEE ',(COAT RODS Wi1H BITUMINOUS PAINT) ON —LI`NE 1 (TYPE. VARIES THREADED DED CQUPL IN. i €>VQ 'NIPPLE AND. GAP PVC SLEEVE �. BR-A•S$ FIPPLE ACID OAP I i 1+fJ T.n'S't" Tf :)), FIr1YN'WC- LUBRICAIE ALL THREADS THRUST BLOCK' cat METER I3OX: (SEE FIG,, w -7) VALIVE g� z2' m.ALE ' FE t'.Ql:l fkc,: N0. 57 STONE. T-f P.E -:. h _ 2 PiPE. S OP;ED.. TO DRAIN IF r()R r_,. C „4^h .LTA.CIi :rslPd�LL rQVILY GRADE :ALLOWS VARIES VARIES RE.f iD KrifXl SERJI.:E : ^.h: I ^,RIV.?"-:v'tJ PIPE t5[ CR 11a NJ FI<i.4 DCA. PLUG DEAD END Ell. Ei TYP E °I;0 1.) SADDLES SI ALL aC U�CL: ON PVC, IPfFC•.. TYPICAL BLOW- -oFL ASSEMBLY . ^A >T FWN .LICE - FIG. W -i 171N]a.11 i. 13 AX i,�K..tekatNSa rtiF 1 F'7i . .t:ET'ER RRI':K A> NEy E. yFR`F TYPICAL 5I.E.RVICE LATERAL INSTALLATION ' NTH FIG. .W - -D -5 3 TYP. THRUST BLOCK IN FILL AREA C18 Not To Scale Z87442 -H DG SPECIFICATION SHEET 12 P05j WIDE THROAT TRENCH DRAIN SYSTEM TAG W1 HEAVY -DUTY GALVANIZED FRAME. L' +mans onal pats (inches and [ mm Dare Subiect to Manufacturing Tolerances and Change Without Nonce 2t! [5Q8. 17 [432) 4 [1 -02) MIN:. tlR %A8' `THICKNE$STj� _ _80 SPECIE IrG el'rOiNEER,IS I ' RT •A. RIt$PONSIpLE: FqR CONCRETE ;, y. ENCfiSEM @NT AND y. -fl_ REWFOJiCNVO BASED I.rPON.� nPP Icnronl AND cgcnt ce>OES a 1ES + ,Actual High. Density Polyethylene Channel length is 82 [2083] to altbw for overlap, with flAmki attached the fength is 84•ii212146]with' the ex0e tioh of P.N.1201P and 1230P. ENGINEERINGSPECIFI CAT ION :ZumZ874.12.Hb -Channels she01baeQI2032 lion g.17, ..Trench A g Flow. ( 332 }'wide reveal andhaveal2[3.05}widethMt_ Modutarchannelseaboo” alJ6emade : # Shallow Inv: Deep -Inv., of.V/ bw hterabsctbentHighDensityPolyethylene( HDPE ).Shallhaveapositivemechanreal (gpm) pps) (cis) connection between crrannet sections that will not separate during the installation and shall 12011P 9.250" t2351 10682 256 1475, .93 .',-8306 meohanicaily Lock into the concrete surround every, 19 [254], Channets- shall weigh less 1 91 (2 ] 1758, Ill than 6,5lias. [3kg} et tjnearfbat'ha re.smoot�i 3 -1f2 [891 radlu sZ d seifbteaningboftnrr with a Manrting's soeeiant of 0,409 and 1.005$ or neutral 051 ¢uilt- in'slope. Channels are : 2 4P 1 J 6 298 12.578 19 2341 5 4 available: with Inverts ranging Zom 5,25 (235] to a4,23 [9691 Dhalnrtel shall have gfLitrates 2 6P- 2.578,[al9 13.416 i 1 2639 166 locked down. Channels`comewlth'dips attached to the frametoaccommodatevertl6aire• .: bafforpositf oningandBndtoijngpurposes: Shaliba. providedwiththeMandardGDC.grate 1206P i .410 W 441242 2939 185: 85 Zum 16=1/4 [413] wide Galvanized Dudtito SlotedGMte, which iocks`cldwn to:the frame --107 2 3 15.074 with 4 contiguoUS bolt anchors pet gtate,: Ductile iron'dWfofts t6 ASTM $.Ocifrdation A536 , 84 Grade 80- 5,5 -06, and Gaivankin conforms to ASTM s edfcation A123. Galy nized Ructileiron'grateisratedclassG p a 9P 15. 6 404 6.738 ' 3855 43 ; 41 per the DIN ENi433 fop toad ¢lassificatlons. Su • liediro ' 2Ci0 *riominallengthsw'ith13916'[21] wide; slots, endl -3f4[44)beeiing depth, Grate has `. 1210P 4 .'33 anopen.areaof. 118: sq, fn .peI,,tf249.ir9sq.tnmpermeter). ihe025[ ]thicicGatvantzed 11211F 17,570 0�;4 CarbCn. Steel Frame Assembly, conforms to ASTM spa cifcation A36 and :Galvanizing 1212P i8,402 4671, 19,234 489 478S 302 10.72 conformstoASTM 'specifcation,A123with 14-4 [1021 long'concreteenohors per 80,120321 ANwelds: miistbeperfortnedbyecertlfiedwel dOperA STMstandardAWSD1.1.Frames. 114 6.0 1} ,8 1 4 shall be' pr04pced inthe USA. 1215P 24:898 531 21.73(3 52 5725 1 12:8 PREFIX , 3 —_ Z 80 [ 2032] High Density Polyethylene Channel, Heavy-Duty 'Galvanized 1216 1. 3 040 Frame with Anchor Studs` 121 22.562 7 23.394 9 6355 40 14144 615 667= TM SUFFIX oPT9oNS'(Check /specify appropriate opt bns)' 122. 25m8 6M —2&.890 [6 58 73041.461 961 7 a e 1 26.7 2 6 . 4 Closed End£ap _ -U4 4 [1021.NA Hub Bottom Otit(et _ -E4 4 (102) No-Hub End ducat: - -UE 6 [1 521 No-HUb Bootto n Oidlet 1223P 7.554 0 8, 6 [7 21 82W 521 W609 -E6 6 [1 ,62] No-Hub Enid Outtet _ -U8 8 [2031 No Hub Bottom c?ufi`et :. 4 .: 29,2181742 541 19,223 -E9 $ [243] No Hub. End 0,uttet _ - -U12 12 [305) Net- Hub`Bo}tom Outlet „ -El 0 10 [2541 No-Hub EndWlet .1225 NP : 30.0 " 763 30;05 763 Grata obtinns (Loam{ Clartlficattons are r5er DIN EN1435f 0: . 84 1 —�-DCC Ductile limn SOltdCo C, lass C 30.W UI34] 31714 U(X wumile irm $lotted Grate- Glass C'' 1 2 P 1.714. 0 32.54fi 827 4623 7- CDGF Ductile iron Slotfed Grate , Class F 2 8 8 GEC Cye]vanized.Ihtctle lrcxh Grate Class G :GgF Gafyanized Ductile iron Grate - Class ,F (Neutral diannels available for all section numbers) GG Fiberglass; Grate. Ml acx ggWla �tls outiats -HOO Heel- .Proof Longifudonat Queue iron Grate - Class G: -RC, Rebar Clips: (Set of 2): VP Vandal -Proof Lockdown D!A fntttall.S.A. (Load Classifications are per DIN'•EN1433; MA[Z8 In the U.S.A,.MI celJaneotis ogtFOns ADR =USA Meets Americans..with•Disabilities Act _„ -CBE Black Acid Resistant t Dated Frente' f2e4uirements- 'Ciass0 -DB BotomRomeStrainer `DGC'USA Ductile ircz ,bled Grate- Class C _ °PGF -USA. Ductile I" Slatted Grate - Class F- _ GADA t3SA Galvanized'DUCti e,ADASloted Grate =Class C, -CDC -USA Ga(vanize.i )ucfife S1bfted Grate -Class C -GbtF USA Galvanized Ductile Slotted Grate = Class F REV. tSATE: 3/10111 CzN. NO: 1264tO >R urskL�r FUk `rsRtbLWLESSntt+FR:vasESPCOFiEr MG. NO., 303410 PRGYDUCTNO.. 287412 -HOG ZURN INDUSTRIES, LLC ♦ SPECIFICATION DRAINAGE OPERATION.* 1101 Pi t*urghiAve:. + Erie, ,PA 1014 Phorie::8141455Mlf 4, Fax: 8144154.7929 A VVrxttJ -:Wda YNeb`,www.ztmoimtt. . in Canada: ZURN INDUSTRIES LIMITED* 3544 Nashua Drive r Mississatjga; Ontario Fax, 9054054292 6 TYPICAL SERVICE LATERAL INSTALLATION 7�TRENCH DRAIN C18 Not To Scale C18 Not To Scale TQ - 4 TYP. FIRE HYDRANT ASSEMBLY C18 Not To Scale i 'SIZE BRANCH AND VARIES VALVE WX, VALVE THE SAME AS WATER ::MAI1a' j , I M.l. PLUG a.a VAFJES WATER M, AWN ROD. VRLVE To TEE ',(COAT RODS Wi1H BITUMINOUS PAINT) ON —LI`NE (TYPE. VARIES THREADED DED CQUPL IN. i €>VQ 'NIPPLE AND. GAP PVC SLEEVE �. BR-A•S$ FIPPLE ACID OAP I i LUBRICAIE ALL THREADS THRUST BLOCK' cat METER I3OX: (SEE FIG,, w -7) VALIVE N0. 57 STONE. h _ 2 PiPE. S OP;ED.. TO DRAIN IF GRADE :ALLOWS VARIES VARIES 2" OALY JOR BRASS PIPE 2 'THREADED TAP PLUG DEAD END TYP E °I;0 TYPICAL BLOW- -oFL ASSEMBLY NTS FIG. W -i TIC -1 8 TYPICAL BLOW -OFF ASSEMBLY C18 Not To Scale r�jt U J IN M. SHIMP Lic No. 45183 ,� 0 350 345 340 335 330 325 320 A11 Al2 A13 10 +00 11 +00 1 STORM SEWER PROFILE: A11 -A13 C19 SCALE: 1' =30' Horizontal, 1 ° =10' Vertical 350 345 340 335 330 325 320 M + M ; M M M�—M ! f i Rio l cb l I l ti� . 7fl 1 � 1 1, i I 11 POLE F tlbre I Ml ed'< -Use f BERM Aria I \ = 166.0' ! \\ . POWER & — TELEPHONE LINE Wi h. 1\ \ \ Steel casing on t\ t\ (\ >� >+'raterline to occ-ammodate ft g )(1 J R �. X• w1G18nIn�' of 1 \agt8 Gy( 3 J . - y �, • . y -ot ect Wateme at ✓� T. — — _ Existfn —Valve ' — -8 x8 — -New -8'" 6r ff 52 Waterline "g-" — — — — g ._1A .. - Insfoi stub -o for future - WA-°TE F Ptl o S - - \\ t waterline connec ions (TIER) I ! --x X x ~ ` —'- -x x x x x - - c1 \ x `' x---a- x x x \� r5'NNOFF-SITE 'WATERL.INE CONNECTION C19 scALE: 1 p =3o' K�2 TYPE 3 BARRICADE DETAIL C19 J Not To scale 6 TYP. STEEL SLEEVE INSTALLATION C1 Q .Not To Scale Stub Street Adjacent to infi11.D., evelopTnent; ..� ■�� IIIIIIII (4} 1' ( ?5mm} 0" HOLES oH 3 3 4- (934mm) DrA 27 1 J2" D1A oaT ate [899mm] 26 A ,I., r_ �� [178mm] `, lillmll,�J,�I,IMIII��101 II��IIIIICi� ■�I'�' � Ir 24' DIA [808mm] 61, : T1?ii SIRI�I 1 ilFtii, 0 � � II1111�1111■�MI� _ 28 7/18` DIA [722mm] I II II 111.1 IIIIIIII1111111 NII� I�I�� * 111 MII IM _- 01- 2- (51mm) LOTERS (RECESSED FLUSH) � [25mm] N [ A `p [79mm] I I� r J 3 13/16- _ n �' 11111111 i °L3 , �1111��11111�111111�SI111111111111 YI111111111�1111II�Ii 1 low - .;A id !�IIIIIYIIIII III 1 IIIIIYII A [11/16 [14mm] SECTION VIEW Ile 6mm DIA � �Y NEOPRENE GASKET OETAIL MIN■ f��Y}:5 �4fA1�/y; Y`9:. $r ii 8r�N�11 IIII�IIII■IY�111�' L yr PIC143ARS [5mm 2400 [41mm PARTf 00981250 [6mm] —' 1/2° 83 DIA STAINLESS STEEL ROD 1 118- (29mm) DIA BOSS [13mm] IIII 111 1 111111 I I Y11 I I I ��y�� iy3/fly�`xQgliAyli��yi/�ly� �� PICKBAA & LOCKLUG HOLE DETAIL 1:7' NOTES: AI .6'' [1' 1 1111 1111111 II�� PA1iTI 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAM OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8 -11 ZN 2 ALTERNATIVE DESIGN FOR WATERTIGHT COVERS 1MLL BE CONSIDERED. 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. wider RacilUS 1:1:25" TYPICAL WATERTIGHT I� �If IYI III 1� °III' i�RT) �# 00 5 II III I III�I� IIN II IIII I�I I�I II IIII II IIII LOCK Luc ASSEMBLY ��1 111 �1�A � I �I 1� YI I I�11 III III�II' �+ ;�,..� � �� l� IIIIIIIIIIVI I II� �� I��I� r ��7 III IIh :t�llllll: �� s '.'� Rla 1!� # IIIL• 11 # s • � # # • " AI ■. C I,�'�� 1111111111111111 111111111111111M�.111111!»J • ....... �►. • fill ' , •• �• I mmll�l � II III I � m (IIII � _ IL�IIIIIIIIIII �1 ■Ih�A ��IA111111 I Ilmll I a. 11 ��III� ��IIw1;y11�1,1�1 1111■1 I�I 11� 10 +00 11 +00 1 STORM SEWER PROFILE: A11 -A13 C19 SCALE: 1' =30' Horizontal, 1 ° =10' Vertical 350 345 340 335 330 325 320 M + M ; M M M�—M ! f i Rio l cb l I l ti� . 7fl 1 � 1 1, i I 11 POLE F tlbre I Ml ed'< -Use f BERM Aria I \ = 166.0' ! \\ . POWER & — TELEPHONE LINE Wi h. 1\ \ \ Steel casing on t\ t\ (\ >� >+'raterline to occ-ammodate ft g )(1 J R �. X• w1G18nIn�' of 1 \agt8 Gy( 3 J . - y �, • . y -ot ect Wateme at ✓� T. — — _ Existfn —Valve ' — -8 x8 — -New -8'" 6r ff 52 Waterline "g-" — — — — g ._1A .. - Insfoi stub -o for future - WA-°TE F Ptl o S - - \\ t waterline connec ions (TIER) I ! --x X x ~ ` —'- -x x x x x - - c1 \ x `' x---a- x x x \� r5'NNOFF-SITE 'WATERL.INE CONNECTION C19 scALE: 1 p =3o' K�2 TYPE 3 BARRICADE DETAIL C19 J Not To scale 6 TYP. STEEL SLEEVE INSTALLATION C1 Q .Not To Scale Stub Street Adjacent to infi11.D., evelopTnent; (4} 1' ( ?5mm} 0" HOLES oH 3 3 4- (934mm) DrA 27 1 J2" D1A oaT ate [899mm] 26 A 1 1/2- [3emm] 87m 887m m 7 [178mm] Ir 24' DIA [808mm] 61, : T1?ii SIRI�I 1 ilFtii, 0 1.0 _ 28 7/18` DIA [722mm] 5/8- 118mm] 'v 0 2b" [660mm 1 1/2" 13/16- [38mm] [20mm] 2- (51mm) LOTERS (RECESSED FLUSH) [25mm] N [ A `p [79mm] [13mm] j r J 3 13/16- N �,1%,�l�YGI7l1f fi�I�L:# F EP' i °L3 [579mrn] [54mm A 25- 1 3j8. 0 11 /1 b" ;4[.35mm] [635mm] 9/16" O.D. OF GKT GROOVE [11/16 [14mm] SECTION VIEW Ile 6mm DIA � �Y NEOPRENE GASKET OETAIL f��Y}:5 �4fA1�/y; Y`9:. $r ii RUBBER PART# 00981045 (2) BLT HEX 5/B -11X3 1/2 SS L yr PIC143ARS [5mm 2400 [41mm PARTf 00981250 [6mm] —' 1/2° 83 DIA STAINLESS STEEL ROD 1 118- (29mm) DIA BOSS [13mm] (2) WS R 5/B 10 1.50 OD SS PARTI 0 51131a ��y�� iy3/fly�`xQgliAyli��yi/�ly� PICKBAA & LOCKLUG HOLE DETAIL 1:7' NOTES: y4AG1Ni4 bEi''AR"i't�1kkT OF TRANSi?!ORTA'i(ON 7 .6'' [1' PA1iTI 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAM OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8 -11 ZN 2 ALTERNATIVE DESIGN FOR WATERTIGHT COVERS 1MLL BE CONSIDERED. 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. wider RacilUS 1:1:25" TYPICAL WATERTIGHT Border Thjckness D.5" i�RT) �# 00 5 3 STUB STREET SIGN C19 Not To Scale -�TYP. WATERTIGHT MANHOLE FRAME & COVER C19 Not To Scale O � U J STIN M. SHIMP LiC. No. 45183 �.� '2�23i1 S w� O� '8"SIONAL ' (4} 1' ( ?5mm} 0" HOLES oH 3 3 4- (934mm) DrA 27 1 J2" D1A oaT ate [899mm] 26 A 1 1/2- [3emm] 87m 887m m 7 [178mm] Ir 24' DIA [808mm] _ 28 7/18` DIA [722mm] 5/8- 118mm] 36- DIA O O [914mm] FRAME SECTION 0 2b" [660mm 1 1/2" 13/16- [38mm] [20mm] 2- (51mm) LOTERS (RECESSED FLUSH) [25mm] N [ A `p [79mm] [13mm] j r J 3 13/16- N 22 13/1 2 1/8- [97mm] [579mrn] [54mm A 25- 1 3j8. 0 11 /1 b" ;4[.35mm] [635mm] 9/16" O.D. OF GKT GROOVE [11/16 [14mm] SECTION VIEW Ile 6mm DIA � �Y NEOPRENE GASKET OETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 2 CDRED 180a" S O 1 5/8- RUBBER PART# 00981045 (2) BLT HEX 5/B -11X3 1/2 SS L yr PIC143ARS [5mm 2400 [41mm PARTf 00981250 [6mm] —' 1/2° 83 DIA STAINLESS STEEL ROD 1 118- (29mm) DIA BOSS [13mm] (2) WS R 5/B 10 1.50 OD SS PARTI 0 51131a PLAN VIEW PICKBAA & LOCKLUG HOLE DETAIL NOTES: 2) NUT HX 5/8-11 ZN NYLK PA1iTI 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAM OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8 -11 ZN 2 ALTERNATIVE DESIGN FOR WATERTIGHT COVERS 1MLL BE CONSIDERED. 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. PART# 00981228 TYPICAL WATERTIGHT i�RT) �# 00 5 MANHOLE FRAME & COVER LOCK Luc ASSEMBLY N.T.S FIG S -I -E TD -26 -�TYP. WATERTIGHT MANHOLE FRAME & COVER C19 Not To Scale O � U J STIN M. SHIMP LiC. No. 45183 �.� '2�23i1 S w� O� '8"SIONAL ' / i / 1� \y �a 4 1 CC�A1„ \ Y \ \ ---=-------------------------------- )0 -- --- --- _- __ - - -------------------------------- - 19 +00 t� 100 LANE TRANSITION i 0 THE BORROW MATERIAL NECESSARY FOR THE IMPROVEMENTS ALONG RT. 20, SHALL BE TAKEN FROM AN APPROVED SOURCE OR SOILS TEST SHALL BE \\ \\ PROVIDED PRIOR TO PLACEMENT. +9�� \ \ ,\ \ 984 SF (0.02 Acres) To Be Dedicated To Public ROW From 7813-01-101-106 N 50 °21'26„ E 51.48 QC-Ainl ci iDC"Dn 'rA/n -nA4i Di nil a "'\ ., T ROUTE 210 ROAD IMPROVEMENTS: STA 10+00- STA 19 +00 SCALE: 1 " =30' 2 ROUTE 20 ROAD IMPROVEMENTS: STA 19 +00 - STA 28 +00 C25 SCALE: 1 " =30' 1 New 20'° Sanitary Easem m_ _ _1 1------ --- ----------- - - - - -- ' 00 .00' 00 � - - / N 100' LANE TRANSITI p STA. 18 +49.01 INV IN =321.15 BEGIN TANGENT RUNOUT ° JUN SHIMP AS PER AASHTO . No 45183 \ \ \ I \ \ \ �\ , \ \ \ \ EXHIBIT 3 -408 ��1 o SIONAL V1 Q t \ \ 1 q m(1) cn \ t \ t 1 I q q 1 q c c c Q) W (1) \ t \t t 4 I I t t ��- o E Ir E W 9- 0 0 o \ I t I I I I I I 0vvv j (f) D . J� tl 1 o c c c 1 I I I — I 1 I I I 1 i I I a o00 (N N N i I I I II t Iq ` C) o° o ROAD STRIPING BASED ON CJL ALIGNMENT. WIDTH OF WESTERN LANE WILL VARY WITH EXISTING CURB. > ca r` ao - - POWER TELEPHONE LINE - --- -- - _ -__ / °` 0 r" L�ytuu t i Steel casing on \ \\ r a erme to acc oq ct _ Waterline -- 8"x8 " -fiee _— — - - -' i _ Existing Valve td�w 8"U CL 52 Waterline "A"_..-- - - - - -- 2X8''- M M �M— —®— M_ " M M M N, GV i Install stub —oat for future TE hl _ rt waterline connection (TBR) ---x x x x x x--- -- x x x x x— �Z'x— _... -x x- —x 3�� CROSS- SECTION 1 1 , � CALE: 1 " =10' -- 40,3 4 EX. ROW TO BE 94.5' ROW ABANDONED LANDSCAPE STRIP EX. VDOT STD CG -6 VDOT STD CG -6 CURB AND GUTTER, TYP. CURB AND GUTTER, TYP. r2. 0' 2.5' 12.7' 12.0' 12.0' - -12.0' -�- -12.0' 2'5' 1,8' WALK SOUTHBOUND SOUTHBOUND NORTHBOUND LEFT NORTHBOUND NORTHBOUND 0� SIDEWALK 3.6% NMIT 1.5" SM -9.5A ASPHALT 4.0" BM -25.0 ASPHALT 7VDOTTD UD -4 8.0" CEMENT - TREATED AGGREGATE SEE DETAIL 8/C26 2 CROSS - SECTION 2 C 26 SCALE: 1 " =10' 40.3' 33.3' 92,3' ROW EX. ROW TO BE ABANDONED LANDSCAPE STRIP EX. VDOT STD CG -6 VDOT STD CG -6 CURB AND GUTTER, TYP.' CURB AND GUTTER, TYP. 2.5' .0' 2.5' 14.5' 12.0' - 12.0 12.0' - - -12.0' 11-5. 1.0' SIDEWALK 2.0% SOUTHBOUND SOUTHBOUND STRIPED MEDIAN NORTHBOUND NORTHBOUND RIGHT SIDEWALK STRAIGHT /RIGHT 3,6% 2.0% _ T - ` ... 1.5" SM -9.5A ASPHALT. � 4.0" BM 25.0 ASPHALT VDOT STD UD -4 8.0" AGGREGATE SEE DETAIL 8/C26 3 CROSS- SECTION 3 C26 SCALE: 1 " =10' 7.75' 91.6' ROW i EX. ROW TO B ROW TO BE 57.3' ABANDONED BANDONED LANDSCAPE STRIP VDOT STD CG -6 VDOT STD CG -6 2.5' CURB AND GUTTER, TYP. CURB AND GUTTER, TYP. 5' 0' 12.0' 12.0' 12.0' 12.0' 12.0' 12.0' 2.5' 1.8'-5.0'----6.0' SIDEWALK SOUTHBOUND SOUTHBOUND STRIPED MEDIAN NORTHBOUND STRIPED FUTURE NORTHBOUND RICH SIDEWALK 2.0% NORTHBOUND E. ..._. _. _.. 3.7% VDOT STD UD -4 SEE DETAIL 8/C26 1.5" SM -9.5A ASPHALT VDOT STD /C26 SEE DETAIL 8/C26 4.0" BM -25.0 ASPHALT 8.0" AGGREGATE CROSS- SECTION 4 C26 SCALE: 1 " =10' 6.88' 86.6' ROW ROW TO BE - 28.6' EX. ROW TO B DEDICATED LANDSCAPE STR)'6 ABANDONED VDOT STD CG -6 VDOT STD CG 5' CURB AND GUTTER, TYP. CURB AND GUTTER, T 2.0'I -- 0' 2,5' 12.0' 12.0' 12.0' - 12.0' 5 2.1' O' 1.0' SIDEWALK SOUTHBOUND SOUTHBOUND SOUTHBOUND NORTHBO SIDEWALK 2.0% LEFT 2.0% VDOT STD G 2 ? f SEE DETAIL 9 VDOT STD UD -4 1.5" SM -9.5A ASPHALT SEE DETAIL 8/C26 4.0" BM -25.0 ASPHALT 8:0" AGGREGATE 5 ROSS -SECTION 5 C C26 SCALE: 1 " =10' 45,0 10.96 80.0' ROW ROW TO BE LANDSCAPE STRIP DEDICATED EX. VDOT STD CG -6 VDOT STD CG -6 CURB AND GUTTER, TYP. 5' CURB AND GUTTER, TYP. 2.0'I- 5.0' 0' 2.5' 12.0' -12.0 12.0'- 12.0'.5 2.1, 0, SIDEWALK SOUTHBOUND SOUTHBOUND SOUTHBOUND NORTHBOUND SIDEWALK 2.0% i LEFT 0.0% 2.0% i { 1 .._. t -0 . .. .. .... _ .. .. .... __ - -. ... ... \/DOT STD GR -2 SEE DETAIL 9/C26 VDOT STD UD -4 1.5 SM -9.5A ASPHALT SEE DETAIL 8/C26 4.0" BM -25,0 ASPHALT 8.0" AGGREGATE 6 CROSS - SECTION 6 C26 SCALE: 1 " =10' 45.0 10,96' 80.0' ROW ROW TO BE LANDSCAPE STRIP DEDICATED EX. VDOT STD CG -6 VDOT STD CG -6 CURB AND GUTTER, TYP. 4.5' CURB AND GUTTER, TYP. 2.0', -- .0 4.0' 2.5' 12.0' 12.0' 12.0' 12.0' 2.5 2.1' 5.0' SIDEWALK SOUTHBOUND SOUTHBOUND NORTHBOUND NORTHBOUND SIDEWALK 2.0% LEFT 2.0% � -- -- 2.0% 2.0% --- VDOT STD GR -2 1.5" SM -9.5A ASPHALT ' SEE DETAIL 9/C26 VDOT STD UD -4 4.0" BM -25.0 ASPHALT SEE DETAIL 8/C26 8.0" AGGREGATE. r_T` CROSS-SECTION 7 C26 SCALE: 1 " =10' 45.0 NA 10.96' 80.0' ROW ROW TO BE DEDICATED LANDSCAPE STRIP EX. VDOT STD CG -6 VDOT STD CG -6 CURB AND GUTTER, TYP. CURB AND GUTTER, TYP. 5' .0' 4.0' 2,5 12.0' --- -120' 12.0' 12.0' 2,5 .1' 0' SIDEWALK SOUTHBOUND SOUTHBOUND SOUTHBOUND NORTHBOUND SIDEWALK 2.0% LEFT 2.0% 2.0% 2.0% -� 1.5" SM -9.5A ASPHALT VDOT STD UD -4 4.0" BM -25.0 ASPHALT SEE DETAIL 8/C26 8.0" AGGREGATE.. � I I x D Gk-212A 27)!4" MIN - 28YA" MAX RAIL. HEIGHT GR -7 GR'-2A 161 -3" POST - SPACING). d3'-1'fi° POST SPACING? MA)( DYNAMIC DE> MAX DYN4)q DEFLECTION 9! NOTES= :GUARDRAIL LOCATIONS ggHOWN ON PLANS ARE APPROXIMATE DNIV ANO CAN BE,Abp1STEO; DURING CON$TRt)CTION F AND AS DIRECTED tiY THE ENGINEE#X: FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET N0. :501,06. : OPTIONAL GR'2A. METHOD 1e OPTIONAL GR 2A METHOD: USING :NESTED RAIL USNC ADDITIDNAL ASSDETAILS O`.- RAIL EL.EMEN7 Rq�L :SPLNCE JOINT; AND RML'ON BACK OF POST ASSOCIATED" HARDWARE SEE WTT NOS. 501.01 'AN 501:02': x WHEN NESTED RAIL OR ADDITIONAL RAIL It PLACE BACK OF POST RAIL ELEMENTS ARE FURNISHED SI(QP CURVED FOR RANI F©R GR' -2A THE POST SPACING MALL BE 8' -3". BETWEEN S FEET AND 150 FEET. ALL GUARDRAI POSTS SHAI.L BE SET ALk)MS, AQST SHALL NOT 8E SE7 WITH A VARIATION OF MORE THAN, /y" PER FOOT FROM VERTICAL. W-'BEAM,BLOGKOUTS; AND POSTS SHALL BE SET AND. ALIENED WITHOUT ALTERATION t)R FORCE, AS PER SECTION 5D5 ;CF THE S,PECIFIG'AT(ONS:. ALL GR -2 AND GR -2A RA/L �$HAI,L, 8E` MJtlNTAiNEO AT A HEIGHT DF Z7 '." Mt(H - 28�'e" RAA1C AS MEASURED PER STAN4ARO' R-INS- E+uOLIAR 7R9 fDR THE LMIASHER RQAOWAYRECTIDN OF THE OPTIONAL: ,'R-i(A METHODS OF NESTT G THE RAIL OR USE OF .AN ADDITION?' RAIL, ON' THE ACK OF' THE 'POST FOR STAHdDAfRb GR -2A SHALL :BE APP VED BY THE ENGINEER PRIOR 7O INSTALLATION. FLARE RATES DESIGN . 'SPEED INSIDE SHY LINE BEYOND SHY LINE' MPH SHY NINE L:S FLARE RATE FLARE' RATE . -70 '9' 30 "1 1Sr4 ..* ... 60 S'' 26:1 144 51). OUTLET PIPE• NOTE '11:1 fk 40 : 5' 16.1; &1 M 30 4' : .13 :1. 7'1 +: GR -7 GR'-2A 161 -3" POST - SPACING). d3'-1'fi° POST SPACING? MA)( DYNAMIC DE> MAX DYN4)q DEFLECTION 9! NOTES= :GUARDRAIL LOCATIONS ggHOWN ON PLANS ARE APPROXIMATE DNIV ANO CAN BE,Abp1STEO; DURING CON$TRt)CTION F AND AS DIRECTED tiY THE ENGINEE#X: FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET N0. :501,06. : OPTIONAL GR'2A. METHOD 1e OPTIONAL GR 2A METHOD: USING :NESTED RAIL USNC ADDITIDNAL ASSDETAILS O`.- RAIL EL.EMEN7 Rq�L :SPLNCE JOINT; AND RML'ON BACK OF POST ASSOCIATED" HARDWARE SEE WTT NOS. 501.01 'AN 501:02': x WHEN NESTED RAIL OR ADDITIONAL RAIL It PLACE BACK OF POST RAIL ELEMENTS ARE FURNISHED SI(QP CURVED FOR RANI F©R GR' -2A THE POST SPACING MALL BE 8' -3". BETWEEN S FEET AND 150 FEET. ALL GUARDRAI POSTS SHAI.L BE SET ALk)MS, AQST SHALL NOT 8E SE7 WITH A VARIATION OF MORE THAN, /y" PER FOOT FROM VERTICAL. W-'BEAM,BLOGKOUTS; AND POSTS SHALL BE SET AND. ALIENED WITHOUT ALTERATION t)R FORCE, AS PER SECTION 5D5 ;CF THE S,PECIFIG'AT(ONS:. ALL GR -2 AND GR -2A RA/L �$HAI,L, 8E` MJtlNTAiNEO AT A HEIGHT DF Z7 '." Mt(H - 28�'e" RAA1C AS MEASURED PER STAN4ARO' R-INS- E+uOLIAR 7R9 fDR THE LMIASHER RQAOWAYRECTIDN OF THE OPTIONAL: ,'R-i(A METHODS OF NESTT G THE RAIL OR USE OF .AN ADDITION?' RAIL, ON' THE ACK OF' THE 'POST FOR STAHdDAfRb GR -2A SHALL :BE APP VED BY THE ENGINEER PRIOR 7O INSTALLATION. FLARE RATES DESIGN . 'SPEED INSIDE SHY LINE BEYOND SHY LINE' MPH SHY NINE L:S FLARE RATE FLARE' RATE . -70 '9' 30 "1 1Sr4 ..* ... 60 S'' 26:1 144 51). OUTLET PIPE• NOTE '11:1 fk 40 : 5' 16.1; &1 M 30 4' : .13 :1. 7'1 +: '#i< SUGGESTED MAXIMUM(. FLARE RATE FOR SEMI =RIGID BARRIER SYSTEMS. w cw CATION . VDOT A COPY OF THE., ORlGQVAL SEALED AND .SIGNED DRAINING IS ON FILE. IN.: THE CENTRAL OFFICE, I ROAD AND BR�GE STANDARDS STANDARD BLOCKED�{�UT �V-BEAM GUARDRAIL REFERENT SHEET i OF ^: RE'VJSIOH DATE. (STRONG 'POST S'YSTEM) 50f.04 71A VIRGINIA DEPARTMEENT tfr TRANSPORTATION 8 VDOT STD UD -4 C26 NOT TO SCALE ^7 CRT POST STEEL. Pf)S_T CATION' ..... .. ... :... SPEtdFT A COPY' OF 'i11E ORIGINAL SE-ALEO AND. SIGNED- ., AwINC I$ ;ON FILE . W THE CENTRAL, OFFICE;; 1iEFERENEE' '•� :'. : : :... . /gyp BLOCKED-OUT . ;: . :. . �. ;p �(.,' :.J.. GUARDRAIL ..p. _ �"�DC7T [,3' 1 ND�C1F' D - :BEAM' M' GUARDRAIL. RGAD,AND: BRIDGE.STANDMOS 2'21 (STRONG, AT :. :.. . _ . . POST SYSTEM, Pi357 ANO BLOCKOUT DETAILS.) REVISION DATE sI�ET: 2 DF 545: VIRGHnAi:OEP'ARTM1EItT OF 'IRN$PflRTxtTJ01a':. RW14 ".. .5.(33,05 CR-9 UO-4 GEOTEXTILE DRAINAGE FABW UNOERORAIN SHALL BE CENTERED UNDER CURB AND GUTTER (OVERLAP V -0" AT TOP) PAVED SHOULDER GUARORAIL'EXTRUDER GEOTEXTIL.E DRAINAGE FABRIC W -BEAM GUARDRAIL. (OVERLAP 1' -0" AT TOP) .SFt OFFSET PAVEMENT PAVEMENT , 2E E 4" N, M OUTLET PIPE• NOTE SUBGRADE ` SEE NOTE 1 SI.�RAD, E OUTLET PIPE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED SEE NOTE / 5O` 210 1 -0 GLASS MEETING #8 GRADATION REQUIREMENT, \ `�..4« _ PAY .LIMITS, GR'9`TERMINAL '.-0« PIPE 40wiRmcam? 04 #57 AGGREGATE, #8 AGGREGATE OR CRUSHED TOIL VIEW 1,* mum OF GLASS &EETNG It 8 GRADATION REOUIREMENT. GUARDRAIL EXTRUDER PAVED SHOULDER SECTION CURB AND GUTTER SECTION UO - 4 UP TO ELBOW UP TO ELBOW, - PIPE 6 PERFCIRATEO CS* ELBO�WI PIPE IS PERFORATED PIPE-LESS AGGREGATE WATEDIRECTION O W DRAIVAGEWIT11H9i1C NON PERFORATED (WE* POST).: - OUTLET PIPE "ICAU AY L TRANSITION FROM GR -9 TERMINAL TO WEALS POST (.STANDARD GR-8) GUARDRAIL, 4W ELBOW OUTLET NOTES) CONNECTION SE NTY87H 45• .WYE 45• ELBOW CONECTION MBE 1'0" MAX EW -12 (TYPICAL) INCLUDER WITH THE CR -91' T1MINALS ON THE AF pROVEb PRODUCTS LIST, OUTLET PPE NO SCALE SWEET 1 OF 2 TERMINALS.. A. W H VPEREVEN THE GU DRAIL SPECIFICATM STANDARD PAVEMENT EWEDRMN EXTRLAER FROM ENCRDAGHING ON THE SHOULbETR FOR 3R WORK WHERE RIGHT OF 240 ..::WAY IS LIMITED, THE OFFSET CAN BE'. DECREASED AS DIRECTED BY THE ENGINEER:. REV 8/07 V OA DEPARTMENT OF TRANSPORTATION 5001 108.08 701 COL F T 0R O APE SHALL BE AMBER (YEELOw): 8 VDOT STD UD -4 C26 NOT TO SCALE ^7 CRT POST STEEL. Pf)S_T CATION' ..... .. ... :... SPEtdFT A COPY' OF 'i11E ORIGINAL SE-ALEO AND. SIGNED- ., AwINC I$ ;ON FILE . W THE CENTRAL, OFFICE;; 1iEFERENEE' '•� :'. : : :... . /gyp BLOCKED-OUT . ;: . :. . �. ;p �(.,' :.J.. GUARDRAIL ..p. _ �"�DC7T [,3' 1 ND�C1F' D - :BEAM' M' GUARDRAIL. RGAD,AND: BRIDGE.STANDMOS 2'21 (STRONG, AT :. :.. . _ . . POST SYSTEM, Pi357 ANO BLOCKOUT DETAILS.) REVISION DATE sI�ET: 2 DF 545: VIRGHnAi:OEP'ARTM1EItT OF 'IRN$PflRTxtTJ01a':. RW14 ".. .5.(33,05 CR-9 8'-3" 41YP3 ti'-31' (Pax1 r . r LENGTH OF NEED 1SE&r NOTE -3) GUARORAIL'EXTRUDER W -BEAM GUARDRAIL. .SFt OFFSET 2E E NOTE 5O` . l•RiIFFIQ_.. _ PAY .LIMITS, GR'9`TERMINAL _ Sr D. GR -2 STRONG- PAST... . TOIL VIEW GUARDRAIL EXTRUDER (J-1 (21I � (A IQ U J I (8i� �. (7)Lj ($)� l t91tI. ELEVATION GR -D GR - -9 TERIMINAL ST'D, GR -2' 8- - SPACES q' fi'.-3" (WE* POST).: - TRANSITION FROM GR -9 TERMINAL TO WEALS POST (.STANDARD GR-8) GUARDRAIL, NOTES) 1, ALTERNATE BREAKAWAY -GABLE TERMINAL EGR- 'Qi$W(A),� 8E A VDOT APPROVED PRODUCT MBE FRIN'(NTHEE VRbT pDPPRMO5 6TPERODUVSILL S".TANDTAR[3 JNiiR-3 TERMINAL OPTS ARE, INCLUDER WITH THE CR -91' T1MINALS ON THE AF pROVEb PRODUCTS LIST, 2. A:L. TERIMNAL$' SHALL BE INSTALLED. AC ONG.TO THE h1A(&1FAC7URER'S INSTALLATION: INSTRUCTIONS: AND THE FOLLOWING. VDOT R OUIREMENTSr TERMINALS.. A. W H VPEREVEN THE GU DRAIL lFt..O�SETTACCpONM 1pp Dr WITTo 'S600.1� TO EXTRLAER FROM ENCRDAGHING ON THE SHOULbETR FOR 3R WORK WHERE RIGHT OF ..::WAY IS LIMITED, THE OFFSET CAN BE'. DECREASED AS DIRECTED BY THE ENGINEER:. 8; >O.iRECdION OF THE REFLECTIVE, TAPE ON THE EXTRUDER' SHALL CONFORM TO MUTCD APPLICATION F.OR O(AGONAL STRIPES ON OBJECT MARKERS AND BRIDGE ENb PANELS:. COL F T 0R O APE SHALL BE AMBER (YEELOw): ry� INSTALL AS' ,C. , OSHOWWN7 OF ALTkAFRFICC A86VEEREGAARDLLEES$ ADJACENT DIREECTiONATIGN$. D: }EIOMT MEASURED AT TOP OF W -SEAR( fS. 273$" MIN. - 2!335" MAX: 3. IF THE ,CVULATED LENGTH OF NEED CANNOT BE MET 1JR THE SfTES OF RE'[ROFIT, '. MAt'✓`7E GE OR UPGRADE OE''TERiitNALS. PROVIDE Aa UCH DISTANCE A5 POSSIBLE. TO THEA2dRD. 4 IS DET4S, DIMENSION'S} DUANTITIE$,,ANO .OTHER. IN A - N Y . - 0 EACH, MANUFACTURER. SEE INDWfDLIAL i M(ANUF TUBER'S PLANS :FOR TH15 1NFCAMATION :. YQCIY A COPY ;OF THE ORIGINAL SEALEp'ANti SIGNED DRAWING IS ON FILE IN THE CENTRAL DFF.ICE. SPEC"ICarrON REfeREtacE . ROAD AND BRIDGE STANDARDS ALTERNATE BREAKAWAY CABLE TERMINAL NO FLARE VIRGINiA.DEPARTMENT OF TRP.ySPO, TATION gp5; SHEET ) OF 2_, . REVISION DATE 10/14 5D7.15 lo VDOT STD GR -9 C26 NOT TO SCALE J 4#. r 4 i 4W i +1". ',4. .. a � a - Inlb: 47-473. r r , r SE!►RING PLATE S I EEL. FOUNDATION" f [lOr A- Eld{C i831{Cr " otil 1TE PM NOTE+ COLD FORK TEMOOd. TD n�N -OFF c�l'r TR>atiM A TOMReNrT ,ANCHtR PLATE DETALS' SECTION, A , O .N '1vmar SREgP10ATtON TRAILING END TERMINAL. TREATMENT swa i OF 1` 1REVISIOti DATE YIRGRlIA. OEPAI ME.N'[ OF 'TRM OV"AT30N 1 1�VDOT STD GR -11 C26 NOT TO SCALE LTx O H, U J TIN M. SHIMP Lic. NO. .45183 i r 365 360 355 350 345 340 335 FM F2 F3 10 +00 10 +50 11+00 11+50 ri_' STM SEWER F1 -F3 C 2 7 SCALE: 1 " =30' HORIZ., 1 " =10' VERT. 112 +00 12 +50 13 +00 365 360 355 350 345 340 335 375 370 365 360 355 350 " 0 0 � 0 w rz Z W OW ^ Z_ 0 � '3 t Z W I w d z O pN �1 a z Z N o v 2N Ih Q a !n W I.' J J Z V) Q0 20 W It `i N 0 Op 4 IS -1 STANDARD DETAIL C27 U J1r TIN M. SHIMP 1 Lie No. 45183 2. (23// 5- 0 WP -2 ��SSZONAL ECG ADJACENT TRAVEL E ASPHALT PAVEMENT WIDENING 1 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE ------------------------- COMPACTED SUBGRADE CONSTRUCTION J094T DETAL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11 /z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE .EXISTING AND PROP05ED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES $HALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1�1� INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY TFHE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE. DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7 FINAL TRANSVERSE PAVEMENT TIE -IN SHALL CONFORM TO THE REQ S X UEDGE IT CC SECTION WITH THE RE THE SPECIFICATIONS E CEPT THAT ALL JOfNTS AT TIE -IN LOCATIONS S-1ALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(o) OF THE .-- 345 SPECIFICATIONS. 34 +00 0 +50 1+00 1+50 2+00 2 +50 3 +00 3 +50 4 +00 4 +5 40 FOM BRIOM STAI"DS ASPHALT PAVEMENT WIDENING FOR 350 345 340 335 2 _ 20 EAST SIGHT DISTANCE PROFFILE .' �I' � - 1 " =30' ■■'ill' I €€= ., ,. VIRGIMA DEPARThENT OF TRAMSP40RTATION `` to _� I,IM IIIIIIII 1�111111111��[:7 K_5'_ WP -2 • C27 o J E o E o E o E E ®° n - I�■I■I U U U U lui ��+�. �> � � ■■mil � m�Qilil �ul�lwl�l ��111 0 �'li'iiiiul 0 Il�lll�llllllllllllllnlll ■liiii� II�I■� :: "�liiilri""ill■'� � �� Illlnuel��llll I� � 11111 III.. 1� VIII■ ®� W >� III I IIIIIIIIIIIIII 1 �I L. � . • � d- I II I� Ln III 0 ".:.'�'� a) OO000 N N N N � C"""'1.I:S�1.. I t O cV �III'i�ll�l1' ■�1111�11 I' > N (fl T� 00 0*) IIr��1�1■Ilru ""� ..._ 0 U. -- -- '�""�'I�'ii Z 1�1 IN n1uu11111111 �Illll�llm� 11� srllll�. Illlllllll�illl■111�■lulll� = • � • • • _ !!_,�■ '�I "'� ii _ - ........ . -. __ D a '�i1�i1'�I J� �__�' 0 J W W i W J 0 r N ui J b ion :, J Z L - M■ 05 01 14 Scale 1 " =30' Sheet No. C27 OF 28 File No. 12.009 . � .. IIIIIIIIIIIIIM 10 +00 10 +50 11+00 11+50 ri_' STM SEWER F1 -F3 C 2 7 SCALE: 1 " =30' HORIZ., 1 " =10' VERT. 112 +00 12 +50 13 +00 365 360 355 350 345 340 335 375 370 365 360 355 350 " 0 0 � 0 w rz Z W OW ^ Z_ 0 � '3 t Z W I w d z O pN �1 a z Z N o v 2N Ih Q a !n W I.' J J Z V) Q0 20 W It `i N 0 Op 4 IS -1 STANDARD DETAIL C27 U J1r TIN M. SHIMP 1 Lie No. 45183 2. (23// 5- 0 WP -2 ��SSZONAL ECG ADJACENT TRAVEL E ASPHALT PAVEMENT WIDENING 1 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE ------------------------- COMPACTED SUBGRADE CONSTRUCTION J094T DETAL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11 /z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE .EXISTING AND PROP05ED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES $HALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1�1� INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY TFHE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE. DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7 FINAL TRANSVERSE PAVEMENT TIE -IN SHALL CONFORM TO THE REQ S X UEDGE IT CC SECTION WITH THE RE THE SPECIFICATIONS E CEPT THAT ALL JOfNTS AT TIE -IN LOCATIONS S-1ALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(o) OF THE .-- 345 SPECIFICATIONS. 34 +00 0 +50 1+00 1+50 2+00 2 +50 3 +00 3 +50 4 +00 4 +5 40 FOM BRIOM STAI"DS ASPHALT PAVEMENT WIDENING FOR 350 345 340 335 2 RTE 20 EAST SIGHT DISTANCE PROFFILE C27 SCALE: 1 " =30' HORIZ., 1 „ -10' VERT. 33n I , , I I I I +nn n+5n 14-no 1+5n 2 +00 2 +5C1 i+nn 3 +5Q 4 +00 4+ 3 SHEET 4 OF 1 M€VISION DATE WEST SIGHT DISTANCE PROFILE C27 SCALE: WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGIMA DEPARThENT OF TRAMSP40RTATION U to _� C K_5'_ WP -2 STANDARD DETAIL C27 o J E o 33n I , , I I I I +nn n+5n 14-no 1+5n 2 +00 2 +5C1 i+nn 3 +5Q 4 +00 4+ 3 RTE 20 WEST SIGHT DISTANCE PROFILE C27 SCALE: 1"=30' HORIZ., 1"=10' VERT. 350 345 340 335 5030 U to _� C C C -✓ -r-. Cn o J E o E o E o E E Q 0 U U U U U p 0 0 0 Q W d- d' Ln III 0 a) OO000 N N N N O N 60�t O r-•—pO0 t O cV > N (fl T� 00 0*) Z 0 U. r� V Z Z w z L D a 0 0 J W W i W J 0 r N ui J fn J Z L Date 05 01 14 Scale 1 " =30' Sheet No. C27 OF 28 File No. 12.009 d° r� 37 Qp r �_1 984 SF (0.02 Acres) To BEGIN SUPERELVATION RUKOl11 �` Be Dedicated To Public AS PER AASHTO EXHt T 3 -4013 ROW From 7813-01- 101 -106 �` R1607.83�.:_. N 50* 21 ' 26„ E ms z 'w.. - INV IN= 321.15 i Eas €m o ------ - - ---------- -------------- - - - - -- - -- 1100.00' ------------------------------------------ 19 +00 100' LANE TRANSITI `d v JUST A SHIMP ' STA. 18 +49.01 ic. No. 45183 -- ... � 2123�1s w� BEGIN TANGENT RUNOUT o AS PER AASHTO ��SSroNaL EXHIBIT 3 -40B