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HomeMy WebLinkAboutSDP201300005 Plan - Approved 2013-01-22 (2)INITIAL SITE DEVELOPMENT PLAN FOR RIVERSIDE VILLAGE TAX MAP 78, PARCEL 58 RIVANNA DISTRICT, ALE3EMARLE COUNTY, VIRGINIA SHEET INDEX C25 - ROUTE 20 I MPROVEMENT5 CRO55 5ECTION5 LEGEND EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION 16' TC 165 16' TW 16'BW CI - COVER 5NEET © C2 - APPROVED PROEEER5 *LOT REGU LATI ON5 RD C3 - EX15T1 NG CON DITION5 * DEMO PLAN C C4 - PROJECT OVERVIEW /51-IEET INDEX 6 °W C5 - INITIAL 51TE PLAN GAS CG - UTILITY PLAN OHE C7 - GRADING PLAN UGE C8 - LOAD A PLAN * PROEI LE OHT C9 - ROAD B, C, * ALLEY PLAN PROEI LE5 UDT C 10 - 51TE * LIGHTING DETAI L5 PROPERTY LINE CI I ADJACENT PROPERTY LINE - LAND5CAPE PLAN C 12 - LAND5CAPE DETAIL5 BUILDING SETBACK X 00 Q UTILITY EASEMENT 1 1 __ I --0lJ 1 I L- - J "V Li__1 – CTS " I I STORM DRAINAGE EASEMENT I I CCS (C) 1— V) _ A n F I I F Q �� GTn P n 4� F� I�� - 5TO RM 5 EWE R P PO E I LE5 - -�- -� C 17 - W OEE5ITE WATERLI N E CONNECTION = 0 V) 11 _ zo O - 1 o CY C) E 6?n�inNI � GEMIN 4FNIT �nNiT2C)1 121 6- I I-. w Q _ FRC:)G C) � G MIN 4FNIT �nNITI�nI R1 n.� 0 O �- F2nGInNI sk 5Q�FMIN 4FNIT C- nNITPnI F)t=T6 I I � �2n�InNI � GEnIN 4 NIT 42 nNITRC)I F-) F=T- II � C24 - ROUTE 20 IMPROVEMENT5 PLAN C25 - ROUTE 20 I MPROVEMENT5 CRO55 5ECTION5 LEGEND EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION 16' TC 165 16' TW 16'BW X 125 TC X 125 X 125 TW X 125BW TOP OF CURB ELEVATION SPOT ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION BENCHMARK DRAIN INLET (DI) © STORM SEWER RD RD ROOF DRAIN HANDICAP PARKING C SEWER LINE - ° °� -- 6 °W WATER LINE - - GAS GAS GAS LINE WE OHE OVERHEAD ELECTRIC WIRE UGE UGE UNDERGROUND ELECTRIC Off OHT OVERHEAD TELEPHONE LINE UGT UDT UNDERGROUND TELEPHONE LINE UTILITY POLE PROPERTY LINE — - - — ADJACENT PROPERTY LINE VACATED PROPERTY LINE GRADING EASEMENT EJ-_ BUILDING SETBACK X PARKING SETBACK .,P, 1 ® I - DRAIN INLET (DI) 0 0 0 STORM /SANITARY MANHOLE E HANDICAP PARKING C PLUG tr ®W WATER VALVE & BOX OGRASS FIRE HYDRANT EC -2 MATTING ® WATER METER 0-0 WETLAND LIGHT POLE UTILITY POLE _v_ - -- SANITARY EASEMENT GRADING EASEMENT " DRAINAGE EASEMENT UTILITY EASEMENT -- --• -• • - - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT VICINITY MAP SCALE: 1 "- 1,000' IMAGE PROVIDED BY GOOGLE MAPS EXIST NEW DESCRIPTION EXIST - °,�°o.• - TREE LINE to - FENCE STREAM 312-- —12— INTERVAL CONTOUR 300- — —oo— INDEX CONTOUR Qk. CG -2 CG -2 STANDARD 6" CURB CG -6 CG -6 COMBINATION 6" CURB & GUTTER NEW DESCRIPTION to a CONCRETE PAVEMENT / CROSSWALK SIDEWALK /F-N CG -12 & HANDICAP PARKING RIPRAP ASPHALT OGRASS EC -2 MATTING EC -3 MATTING WETLAND NEW DESCRIPTION to PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE /F-N CG -12 & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. m c- eLA Submittal Type Reviewed and Approved by the Community Develaoment Department Date _3 l` "IL File# top 2-0114 6- . e i Signature I ,/OWNER / DEVELOPER Gordonsville Realty Investments, Inc. 200 Garrett St, Suite 0 Charlottesville, VA 22902 ZON I N G TMP 78 -58 V C NMD - Neighborhood Model Development Per Approved Application Plan. ZMA 2012 - 00002. v8OU RCE OF TITLE Tax Map 78, Parcel 58 DB 4150 PG 20 MAGISTERIAL DISTRICT Rivanna vBENCHMARK Daturn for topography is NAVD88. ,J'C►U RCE OF BOUNDARY & TOPO So of Boundary Survey: Roger W. Ray & Associates. Dated: 10/15/12. Source of Topography: Two (2), foot contours shown from an airborne survey under the supervision of James H. Bell, Jr. aerial topography from Louisa Aerial Surveys, Inc. Dated: 03/10/12. BUILDING HEIGHT Maximum: Per approved ZMA #2012- 00002. See sheet C2. SETBACKS Per approved ZMA #2012- 00002. See sheet C2. EXISTING USE Vacant Land CRITICAL SLOPES Slopes greater than 25% are present on this site. See sheet C3. PROPOSED USE See sheet C2 for approved use tables. Commercial areas are not proposed with this site plan. LAND USE SCHEDULE EXISTING Area % Open space 813,157 SF 100.0% Total = 813,157 SF (18.67 ac.) PROPOSED Area % New Building 80,428 SF 9.9% New Sidewalk /Parking 83,271 SF 10.2% Open space 649,458 SF 79.9% Total= 813,157 SF (18.67 ac.) Total Impervious Area = 138,352 SF (17.0 %) WATERSHEDS This site lies within the Upper Rivanna River Watershed. LIGHTING & LANDSCAPING See sheet C11 & C12 for a full detailed landscaping plan with details. See sheet C10, detail #'s 10 & 12 for the lighting photometric plan for the off street parking area. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), portions of this property lie within a Zone AE 100 -year flood plain. V ro 0 ` 0 0 00 U • tT� Z N W �-+ W ^ Z_ � C7 d Z v W W d w o� o I= w I� N o :i N N W w VQ � W W J_ > Z W 0 �o W J 1 W N _ N U o0�F,LTH of � O � U JUSTIN M. SHIMP Lic. No. 45183 0 ��AONAL "�G W a W U L V' W O U 0 ° Z4 Q 0 � ? Z � � CL W Z IL 0 �(� 0 J W U I� W W J W � Q Q � m J Z � Q Date 01/16/14 Scale N / A( .., Sheet No. 1 OF 25 File No. t' ' 12.009 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 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 a Class B trail, as shown in the Design Standards Manual. 2. Affordable Housing. The Owner shall provide ten (10) affordable housing units ( "Affordable Housing Units ") in the form of for -sale and /or for -rent condominium or apartment units. The Affordable Housing Units shall be subject to the requirements as 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 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 by the Albemarle County Housing Office or its designee. The Affordable Housing Units will be designed for households with incomes less than eighty percent (80 %) of the area median income such that housing costs consisting of principal, interest, real estate taxes, and homeowners insurance (PITT) 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 any 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 affordable units. B. For -Rent Affordable Units. (l). 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 Housing 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 the 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 to a conveyance of any for -rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 2B. At least thirty (30) days prior to the conveyance of 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. (3). Reporting Rental Rates. During the Affordable Term, within 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 County Housing Office a copy of the rental or 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 County in the amount of Thirty Thousand Dollars ($30,000.00) for the purpose of funding a master plan for the Park (the "Park Master Plan'). If the Park Master Plan is completed for less than Thirty Thousand Dollars ($30,000.00), any remaining funds may be retained by the County and used to fund construction or maintenance of the park. 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. 4. Frontage and Other Road Improvements. Contemporaneously with, and as part of, frontage improvements along Stony Point Road (Rt. 20) in connection with the first subdivision plat or site plan for the Property, the Owner shall construct all turn lanes and improvements to 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 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 may be amended from time to time. Contemporaneously with, and as part of the first subdivision plat or site plan for the Property, Owner shall dedicate sufficient land along the frontage of Stony Point Road (Rt. 20) to permit the future widening of Rt. 20 by others, as shown on the Application Plan. Owner shall pay 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. Certain road improvements and dedicated portions of property for such improvements described in this Proffer 4 exceed those required for the development of the parcel and are for the benefit of the public. 5. Cash Proffers for Residential Units. Subject to the credits for in kind and cash contributions as outlined below, the Owner 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 time of this zoning map amendment (18) and that is not classified as an Affordable Housing Unit for the purposes of addressing the fiscal 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 following rates: Twenty Thousand Four Hundred Sixty and 51 /100 dollars ($20,460.51) cash for each new single family detached dwelling unit, Thirteen Thousand Nine Hundred Thirteen and 18/100 dollars ($13,913.18) cash for each new single family 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 timing of the payment is otherwise specified by state law; provided however that the cash contributions shall not be made until the number of units have been completed that results in what would otherwise have been a cash contribution of $971,189.00 (the "In -kind Contribution). The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay the per unit cash contributions described 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 the Project is completed prior to the balance of the In -kind Contributions being exhausted, no remaining balance of the In -kind Contribution may not be applied for any other project or development. Beginning January 1, 2014, the amount of the cash contribution required by this proffer shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index ("MSI"). In no event shall any cash contribution amount be adjusted to a sum less than the amount initially established by this proffer. The annual adjustment shall be made by multiplying the proffered cash contribution amount for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, and the denominator of which shall be the MSI 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 DEVELOPMENT BLOCK SUMMARY FRONT MINIMUM MAXIMUM MAX. BLOCK PERMITTED MINIMUM MAXIMUM BLOCK ACREAGE ALLOWED DWELLING DWELLING GKO55 DENSITY RESIDENTIAL COMMERCIAL COMMERCIAL STORIES HEIGHT USE UNITS UNITS DU /ARCS HOUSING 5Q. FT. 5Q. I=T. BLOCK 1 2.47 MIX USED 0 UNITS 16 UNITS 6.5 MULTI - FAMILY 1 6,000 SF 36,000 SF BLOCK 2 1 �j' SF ATTACHED NO NO BLOCK 2 10, BLOCK 2A/2C: 5' I -4 50 SF DETACHED COMMERCIAL COMMERCIAL (A, B, and Q 2.7 1 RESIDENTIAL 1 2 UNITS 28 UNITS 10.3 TOWNHOUSE USES USES ROAD "A" 15' 0' (WITH MINIMUM 8' 5' 10� 5 I -3 MULTI - FAMILY PERMITTED PERM ITT ED ROAD "D" 15'-25' ROAD "D" 10' BUILDING SEPARATION) NO NO BLOCK 3 ROAD "A" 5-1 2' ROAD "A" 15' "D" 0' (WITH MINIMUM 8' 5' 20� SF ATTACHED COMMERCIAL COMMERCIAL (A and B) 1 .56 RESIDENTIAL 8 UNITS 14 UNITS 9.0 SF DETACHED USES USES BLOCK 5 30' ROAD "D" 0' -25' ROAD "B" 0' 0' 5' PERMITTED PERM ITTED 2 -4 60, (MF AND COMMERCIAL) NO NO BLOCK G N/A S.K. 1421: 50' (MIN. 5ET15ACK) S.R. 20: 75' (MIN. SETBACK) SF ATTACHED COMMERCIAL COMMERCIAL BLOCK 4 0.77 RESIDENTIAL 5 UNITS 12 UNITS 1 5.6 SP DETACHED USES USES TOWNHOUSE PERMITTED PERMITTED NO MINIMUM BLOCK 5 0.99 MIXED -USE 6 UNITS 16 UNITS 18.2 MULTI - FAMILY COMMERCIAL 10,000 SF SPACE NO NO NO NO OPEN SPACE RESIDENTIAL RESIDENTIAL NO RESIDENTIAL COMMERCIAL COMMERCIAL BLOCK 6 8.27 (PARK USES USES N/A USES PERMITTED USES USES DEDICATION) PERMITTED PERMITTED PERM ITTED PERMITTED PUBLIC ROAD 1 . 1 3 ROUTE 20 AND INTERNAL ROAD N/A N/A N/A N/A N/A N/A EASEMENTS DEDICATIONS PRIVATE INTERNAL ROAD 0.75 ROAD N/A N/A N/A N/A N/A N/A EASEMENTS EASEMENTS TOTAL 1 8.65 31 MINIMUM 69 MAXIMUM 3.7 UNITS /ACRE * 1 6,000 SF 46,000 SF RESTRICTIONS /REQUIREMENTS ASSOCIATED WITH STANDARDS ABOVE: REFER TO CODE OF DEVELOPMENT ON SHEETS 5 * G FOR DETAILS OF PERMITTED USES. COMMERCIAL AND MIXED -USE BUILDINGS IN BLOCK I SHALL NOT EXCEED 20,000 GROSS SQUARE FEET PER BUILDING. IN ORDER TO REMAIN BELOW THE MAXIMUM ALLOWABLE RESIDENTIAL DEVELOPMENT DENSITY FOR THE ENTIRE SITE, INDIVIDUAL BLOCK MAXIMUM DENSITIES MAY NOT ALL BE ACHIEVED, FOR INSTANCE, IF 34 RESIDENTIAL UNITS ARE BUILT IN BLOCKS I AND 2, THEN A MAXIMUN OF 35 UNT5 MAY BE BUILT IN BLOCKS 3 -5 (THUS PROVIDING A 51TE TOTAL OF G9 UNITS). * MAXIMUM GROSS RESIDENTIAL DENSITY FOR BLOCKS 1-5 = G9/8.5 = 8. 1 UNITS PER ACRE. LOT / PARKING / BUILDING REGULATIONS FRONT FRONT PARKING SIDE BUILDING 51DE PARKING REAR BUILDING REAR PARKING MIN /MAX MAX BLDG BLOCK MIN LOT WIDTH BUILD -TO -LINES SETBACK SETBACK SETBACK SETBACK SETBACK STORIES HEIGHT BLOCK 1 20' S.R. 20 10' -25' "A" S.R. 20 50' "A" 5' 5' 30' 5' 2 -3 45' ROAD 50' -75' ROAD 50' BLOCK 2 1 �j' ROAD "A" 8' -50' ROAD "A" 30' 0' (WITH MINIMUM 8' 51 10, BLOCK 2A/2C: 5' I -4 50 ROAD "C" 5'- 15' ROAD "C" 15' BUILDING SEPARATION) BLOCK 213: 0' BLOCK 3 30' ROAD "A" 18' -25' ROAD "A" 15' 0' (WITH MINIMUM 8' 5' 10� 5 I -3 45' ROAD "D" 15'-25' ROAD "D" 10' BUILDING SEPARATION) BLOCK 4 20' ROAD "A" 5-1 2' ROAD "A" 15' "D" 0' (WITH MINIMUM 8' 5' 20� I O I -3 45� ROAD "D" 16-25 ROAD 10' BUILDING SEPARATION) BLOCK 5 30' ROAD "D" 0' -25' ROAD "B" 0' 0' 5' 0' 0' 2 -4 60, (MF AND COMMERCIAL) BLOCK G N/A S.K. 1421: 50' (MIN. 5ET15ACK) S.R. 20: 75' (MIN. SETBACK) 20' 10, 20' 50' 20' 1-2 30, RESTRICTIONS /REQUIREMENTS ASSOCIATED WITH STANDARDS ABOVE: BUILDINGS WITH ZERO SETBACK PROVIDED ON ONE SIDE LOT LINE SHALL HAVE A MINIMUM 8' SETBACK ON THE OPPOSITE SIDE LOT LINE. PARKING SETDACK5 SHOWN ARE ONLY FOR PARKING LOTS WITH FIVE OR MORE SPACES. O � U JUSTIN M. SHIMP Lic. No. 45183 0 �sSIONAL ��� ` 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 I TMP 78 -8A ` T.M.62 -23 D.B.545 -612 DESC. D.B.545 -612 DESC. OF THE BENEVOLENT AND PROTECTIVE I TRUSTEES OF CHARLOTTE$' ILL \ CITY OF I D.B.300 -163 PLAT I D.B.300 -163 PLAT ( ORDER OF ELKS LODGE 389 OF TH CHARLOTTESVILLE,VIRGINIA I ZONED: R1 I ZONED: R1 I D.B.559 -634 I BENEVOLENT AND PRO \ AND COUNTY OF 1 1 USE. SINGLE FAM. RES. USE. OPEN SPACE \ DtQN 367 -93 PAT ALBEMARLE,VIRGINIA ` �\ / I i I + I t I J j I I 11 t x ,',/ ,` ; `� /BORDER OF ELK / \ ED: R1- C - /, , / D.B.701 -2�/7/ \ ' 1 ; \ \` \ \` x U 'SEW PU LIC 00 ', , , 9.7 D.B.201 -454 D.B.872 -1 ,� \ , / � ' 1 \ \ , , . n. I ° x 370.8 371.1 // / / 37 1 l i I + + r r 34 , - ( 3 0.9 I \ \ 36 r.9 - - - - -- ' / / - / r POL - ZONED: R1 f E'I 378.9 I I ! ! x t + \ ` 1 1 \ f?Lc O x '\ D.B.280 -474 PLAT, \t �2: • , t , , / ' , r ,� I , , \ r.. 370.6 _, / _ / USE: OPE /���' E \ ` I\ \ \\ h \ POWER, '1°LI EPHON -Ir�VE f - - HI - -- -•-Q J I POLE ;1 / ZONED: R1 -EC ,1 \\ i xI I \\ 11 I !/ Ir /' - - -- I + `' ` ,,- ✓. °.rf �' ° " °'•c\ -� ,. ,\ `\ - , \ USE: PARKS /OPEN I ` I 1€x.26 \ + „ r r , / +' I ' 34 \ \ \ �, 2 ., aey...,... .G,.'ry.,....a...- ..e. - - -"". msa-- •- e--- mso. °•...v , ,i uc-- '-svm...W wra c,y \ 1 I r . 65° 2 Of'0 E i 3 8. YO 'l i i \ 34 ' �\ �\ 'S65'67,�1 E 406.16' _ " -- f 1 - ..., _g \ 320.E ' I ` \ `\ - - -- y 5 °14'5 "E 415. ( IRON I IRO / , / \ \ \ \ \ ` �� -�` , �`\ ��`� �`\ \ \ x / / \ l (, , r I I \ PIPE EXI TREELI1�lE \ IRO IN / \ ` \ �3 DOWN F NGfE I I `\ \ \ _ \ \ \ / 381.: FOUND / / / r l FO / _ CONCRETE \ / J \ \ / /1 , \ \ FOUND \ _ EXIST. TREELINE / ' ' / ' TO R E I N (TYP\ ` ` ` ' / I \ \ 0, B� E`MOfVED \I \ x 345.5 \ (T6 BE_REMOVEB), \ I c., rn �/, f ,1. \ \ \ I / x / 322.2 `- \ ° \ 346.6 PILAPIDATI'DIBUILDING ENCROHES \ It it \ \ (ITO BE REMOVEG� \ \ \ \ \ \ \\ ', 1 381.3 .320.4 B�Q ENCRQACHES 346.5 \ . \ '� \ /��; t r x v . v A v 1 374.' (T6\ REMOVED) \\ `\ __ \`\ \\ `\ \`\ _� \\ IRON / / ' P�u, / / r \ \ III :1 I \ \ ` \ _ `\ \ \ \ \ \ \ - 8 - �n UND / , F, y / 111 I I 1 t \\ `- `\ \ 347.1 \ `\ \\ \ \ \ \ `\ 1\ J ' !/ TE 1 11/ LA 'NE N � ,34/.0 - - -' \ \ _ � / ,// `\ F ,376.2 / 320.4 kk 344.5 \ I \ \ \ FIELD'LOCATED 100 YR. / x - -\ `\ \ `\ \ \ \ \ ` -- -_ �'•/ l / i i \ J FLOODPLAIN LINE t 34t�.7 _ 1 1 \ \ I I 3 2.9 ,345. Iq 357.0 520 32C I / I \ 5 x 3 <46.1 i /' / ' + l l \ \ \ 354.5 \ ` \ \ \ `_ \ \ / % / 1 1 1 1 I I I // / \ 3 49.6 \ I ! i I l l s I I 1 1 I II 3-x6.9 \ \ x \ \ \ \ \\ \ \\ 34'1J.I , L it I 1 J l \\ \ ` x \ \ `\ \\ \ \\ \ J /' , / / , '\ \ ` 32C I 360.61 TMP 78 -1 \ 1 CITY OF CHARLOTTESVILLE \ \ \ 358.8 r , \\\ \ \ \ & ALBEMARLE COUNTY / / t / / / ' 1 `, Ills I ! / f � t D.B.916 -179 \ \\ \\ `Ili I % 1 i / ' % Il /' / / % It r •� ! D.B.281 -334 PLAT ZONED: R1 -EC 1 \ 3 1.0 35 3.3 355.3 \ \ I \ k / 36" 1 \, J 2545.6 USE: PARKS OPEN I 3 �r.6 i 1 .1 \ \ \ \\ 11 \11,1 I J -2 4 fl Jfr f \J %/ , ff / 1 x x \ \\ \ \\ ' /1 1 i _ _ __ 366.7 \ 1 \ \\ it I 111 1 i t + r ( \ \ \\ i �' / �' ( �i /' i /' _ __________ ! ! \ \I i IIII I d GRITIG�AL SILOPES\ `\ / / / / / 1 / / , J/ / ,• _ - II \\ \ _ / / / �- i t If �I I, I / I \ 1 t \' \lt iir / I1 � A \ 35 1 �,' 352.7 - - - - -- V \ x 356.5 I /; TMP/'78 -58 W A \ v I I I , ♦ `.. _. -% /' // //' / r lr i i GORDON8VILLE REALTY - 1 \ ' ' I I ' li I i STMENTS INC. , Jill / / I I I I INVE I /' 3x6.9' / 18,.67 Acres 354.5 I I't I I I I I - - - ,' / I , I I I \ \ DB 4\1 50 PG 20 \ x / - - -- I \` x 356.6 ! ! illll`i I i 1 II z O i \\ \ \ \ / � ' t` 1 I I , li 1\ \\ \ DB 582 PG 427 (PLAT) \\ rJ ''�- \�1\ x i x _ / / I I \ / 355.3 i ! 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OFFICE / ! ! ' 321.7 ZONED: CO -EC USE: OFFICE /FOREST LINE BEARING DISTANCE L1 N53 °26'21 "W 51.51 1_2 N76 °57'04 "W 40.98 1_3 N49 °39'36 "IN 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 N1 4'31'47"E 86.54 1_11 N23 °43'28 "E 204.88 L12 N22 °02'03 "E 163.98 LINE D DELTA R RADIUS A ARC T TANGENT C CHORD C CHORD BEARING C1 1 1 °07'31" 4 400.00 7 7.86 3 3.93 7 7.85 N N25 °04'11 "E C2 9 9 °58'39" 1 1399.11 2 243.64 1 122.13 2 243.33 N N1 9 °31'07 "E C3 9 9 °11'41" 5 500.00 8 80.24 4 40.21 8 80.15 N N1 9'07'38"E C4 2 2 °36'24" 2 2094.20 9 95.28 4 47.65 9 95.27 1 1 N23 °20'15 "E • • 50 100 150 Scale: • 40-1,71 CA, NLTH OF LI 0 `J JUSTIN M. SHIMP Lic. No. 45183 �_�'SSAONAL "�G 2 9 I _ U 3 0 / 7 O � O 1 2 SF � 76 I / *> A °• 5,209 SF ♦:` < > >> €!<: >;'< < >;`�.. •� ' 5 Sid talk / U ALTH °F LLJ = O v JUSTIN M. SHIMP Lic. No. 45183 0 w� O ,16�`�sIpNAL Lu 1 HI I/ 2 9 I _ U 3 0 / 7 O � O 1 2 SF � 76 I / *> A °• 5,209 SF ♦:` < > >> €!<: >;'< < >;`�.. •� ' 5 Sid talk / �W y w° �W (0 00 0( 00 I_ 0 0 N L L t� .� L W L 0 I LL h i ) i 1 1 N O � N N W V) W f- J V) J_ _Z V) Q W 0 W J [C Q 0 I N U :C-)74 �p,LTH of � o U JUSTIN M. SHIMP a Lic. No. 45183 o AONAL C Qj ,_ U 4 30 60 C z ° Q n U nn a) N N Q 0 � ? z Cr 0 g�> W Z 0 0 '�I U W 1� W W J 0 � � W Q �wW Qom F � J Z � Q Date 01/16/14 Scale 1 "= 30' Sheet No. 90 6 OF 25 a File No. 12.009 390 385 380 375 370 365 360 355 350 OR 340 33l:z (D d- M i i i i - aPco Ui��Od�y 10 +00 10 +50 11+00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +UU 1 / +5U 1 b +UU I d +SU 390 385 380 375 370 365 360 355 350 345 340 335 19 +00 • • 30 •• •• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Scale: • U JUSTIN M. SHIMP Lic. No. 45183 o `SIONAL �U"� � II•I I V IIII IIVIII� �IIII�IUII IIIII��IIII� � IU�MI�IIUIIUIIO�I�AII Road 1 III �I� � IIII I�II ■III II�AI� IuIIII����IVII ■��U■ I Public ROW Design Speed 25 Mt-1 ' • � � IIIII IIUVUIU11V111111•IIU ■�IIII� UII�I��IVUI•II� VUIIVUIUIIII�� �. I VIIV IIII IIIII ■� •I II •IA U II ■1111111 I @II ■I r� II■ I ■IIIIIIIIIII�IIIIUIUI� � I I� II ■I•II�I■ � � � I IIIII IUVIIVU•�IIII�UUIUIIII � I�II�IIII�I�III• IVIII � �.. �' � 111111 IIUUVUUII IUO � IIIIIIIIIIVIIUVIIIIUIIIIIIII• _ � I� � #� � IIIII@IIIUIIUUIIIIUIIII • I��IIIIIIIIIIII�IA•■ IIIIII� - w •: � ■I��II ' 1�I1111111111 I�� U IVV IIIII••IIUVV VUVVII • IUIIIIIIIIIIIUIIVII� IIIVIIVIIIIIIVVIVIIIII• IUII•UIII ■ I - • �I OVUI■ ' IIIIVIIUIVII•I � . w �, • :: /.. • � � VUII IIIIII•�IVVIIIIII � � � �I�III���IIIVII � � � °' VI �I�� ■ ■■ • �' � � • _ • 'llll�7 . • �I���UIIIIIVVVVIIIIVIIIIVI ■III�IV� '� • • � ■I■ C „ ,� • � • �•� �I III• ■�� �� � �•� .din •Cp .- MEMILH ..• n 7I A - � UTAII I IA VI� UIIIVIIIIUII■ _ r IIU VII VIIIIVIIIVUI�I�� �IIII�IIIIII IIII III �� � VVIIIIOVII��Iw I .. W � r . .• = 11111jr!�W an ,r -. 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No. 45183 o `SIONAL �U"� 380 375 370 365 360 355 350 345 34(bo N LO LO M I I 370 365 360 355 350 345 340 33� LO LO M __ __._. _ En.. LO d -- -- r0-- -- - - -- - - - - --- -M r0 - -- -- - -M r7 —__ __ M �- —� r� - - -- -- — - — MIS - - - - -- _. —_�,,� i„�. --- - -- _ —_ --- - - - - -- -- I I I 370 365 360 355 350 345 340 335 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 ROAD B PLAN AND PROFILE C9 SCALE: 1"=30' Horizontal, 1"=5' Vertical \C Y _ft .T -�uR _ • #- vEBI;Gt . VIA #�__._ - f P�__mST�k:Y f +8 :25-__ _�_�n __ __PVF SA:1 2+97­.-7T'-'----­­--- _ _ _ _ _._ _ — _ . _ _ .__ . — — VERT: EU 1__ — . — _ ____..__._100:OOVC _ ,� ��t __.._ 100 0 209.:0 SD 1.82�92SD� + cam, N _.__ — _ __- ,� _.__._ ___ _.____._ c-4 „�_ _ _ a ZQ _._ A N.00...._ - 50 00. ,G.._._.._.._.. _ —� J -I-- T,_ _ . - 58.62SD- —r� _ _ u) W _ _ _ _ _ I O 00 .� ___oo_ _ _ — . j _. _.__ ___ ____ __ - -- - _ n Lu.._ Z � _.._ __ -- - -+-�n _—. � �.�I..— ..- _._.._.... «�F2-�DE � rte— �I �� I�----- __ --_ -- _ ...___ �_...__ �� v�,�_ •� _ _..._,�_� .._______ ............._> >_..__.__...._.._....— .___.._._ -- x.00 %..._......__ e w_ _...._.__..... I -_ LO :_-_. _ .--- - - - - -- - Mews �,C ,� __- _ C oo... — _ — -_ -- -- -- -- 30' Private ROW - - --- - _ °_ Design Speed 25 MPH — U2 Q_ cn _-_.__V_ oo..---- ..-- . Lo— Loin MrO rrT 10 +00 10 +50 11 +00 11+50 12 +00 12 +50 ROAD C PLAN AND PROFILE SCALE: 1"=30' Horizontal, 1"=5' Vertical 13 +00 13 +50 380 375 370 365 360 355 350 345 340 14 +00 385 380 375 370 365 360 355 350 34!E LO Stacking Block Retaining Wall r- Max eig = 1 _ - �! . ” • • •• gyp. !: ••• •— MINION 2 7Z .. _ R r - '•r A • Private Alley Design Speed 20 MPH in= 00111 11110111101 1-I.El ME .• _ ��� ° - ° ■I11� Illllllrlr�lll I�II�III • __ V , • Illm�l 1 I��1111 .. . . . .. . I,I , • • _ - • I IIIIIII�IIIII� • 1111111111 • • 10 +00 11+00 12 +00 13 +00 14 +00 2 NORTH ALLEY PLAN AND PROFILE 9 I"=30' Horizontal, 1"=5' Vertical ;f 375 370 365 360 355 350 34T8 LO M • - Alley Design Speed 20 MPH - e ,. .:plc KIA •u - ;: ' ° 1l1 • • •1� �i .e 1 Old 10 +00 11+00 12 +00 SOUTH ALLEY PLAN AND PROFILE SCALE: 1"=30' Horizontal, 1"=5' Vertical 375 370 365 360 355 350 345 13 +00 g U O wq �W co ' of 00 I� O i L Nl d' W Z 0 = I� N O � N N W F- Q i V) W F- J V) J_ Z V) Q Ld 0 W J Q O 0 385TH pp 38 v JUSTIN M. SHIMP a 37 Lic. No. 45183 � w�I 370 O� �SSIONAL 365 360 355 W 350 0 345 -"-V o z n U a) U Q _u3__ Q5 m � o Q O ry 15 +00 0 Z LL V Z n Z W Z 0 W > W W � 0 W Q 5 W ` J W Q m Z Q Date 01/16/14 Scale 1 —30 ' Sheet No. 9 OF 25 File No. 12.009 N.. PAA STA 10+-79 Road „B r- P ' L0 1 .� R ��..,......,__ 5 � � — — 4s:ooK -Val- . .___---- __.___.__..�..,0 g .___...__.._.__ • o o — � PROP-Z7_ z — — M M _ - LO -_ _ _ - GRADE __.______._...ap I I I 370 365 360 355 350 345 340 335 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 ROAD B PLAN AND PROFILE C9 SCALE: 1"=30' Horizontal, 1"=5' Vertical \C Y _ft .T -�uR _ • #- vEBI;Gt . VIA #�__._ - f P�__mST�k:Y f +8 :25-__ _�_�n __ __PVF SA:1 2+97­.-7T'-'----­­--- _ _ _ _ _._ _ — _ . _ _ .__ . — — VERT: EU 1__ — . — _ ____..__._100:OOVC _ ,� ��t __.._ 100 0 209.:0 SD 1.82�92SD� + cam, N _.__ — _ __- ,� _.__._ ___ _.____._ c-4 „�_ _ _ a ZQ _._ A N.00...._ - 50 00. ,G.._._.._.._.. _ —� J -I-- T,_ _ . - 58.62SD- —r� _ _ u) W _ _ _ _ _ I O 00 .� ___oo_ _ _ — . j _. _.__ ___ ____ __ - -- - _ n Lu.._ Z � _.._ __ -- - -+-�n _—. � �.�I..— ..- _._.._.... «�F2-�DE � rte— �I �� I�----- __ --_ -- _ ...___ �_...__ �� v�,�_ •� _ _..._,�_� .._______ ............._> >_..__.__...._.._....— .___.._._ -- x.00 %..._......__ e w_ _...._.__..... I -_ LO :_-_. _ .--- - - - - -- - Mews �,C ,� __- _ C oo... — _ — -_ -- -- -- -- 30' Private ROW - - --- - _ °_ Design Speed 25 MPH — U2 Q_ cn _-_.__V_ oo..---- ..-- . Lo— Loin MrO rrT 10 +00 10 +50 11 +00 11+50 12 +00 12 +50 ROAD C PLAN AND PROFILE SCALE: 1"=30' Horizontal, 1"=5' Vertical 13 +00 13 +50 380 375 370 365 360 355 350 345 340 14 +00 385 380 375 370 365 360 355 350 34!E LO Stacking Block Retaining Wall r- Max eig = 1 _ - �! . ” • • •• gyp. !: ••• •— MINION 2 7Z .. _ R r - '•r A • Private Alley Design Speed 20 MPH in= 00111 11110111101 1-I.El ME .• _ ��� ° - ° ■I11� Illllllrlr�lll I�II�III • __ V , • Illm�l 1 I��1111 .. . . . .. . I,I , • • _ - • I IIIIIII�IIIII� • 1111111111 • • 10 +00 11+00 12 +00 13 +00 14 +00 2 NORTH ALLEY PLAN AND PROFILE 9 I"=30' Horizontal, 1"=5' Vertical ;f 375 370 365 360 355 350 34T8 LO M • - Alley Design Speed 20 MPH - e ,. .:plc KIA •u - ;: ' ° 1l1 • • •1� �i .e 1 Old 10 +00 11+00 12 +00 SOUTH ALLEY PLAN AND PROFILE SCALE: 1"=30' Horizontal, 1"=5' Vertical 375 370 365 360 355 350 345 13 +00 g U O wq �W co ' of 00 I� O i L Nl d' W Z 0 = I� N O � N N W F- Q i V) W F- J V) J_ Z V) Q Ld 0 W J Q O 0 385TH pp 38 v JUSTIN M. SHIMP a 37 Lic. No. 45183 � w�I 370 O� �SSIONAL 365 360 355 W 350 0 345 -"-V o z n U a) U Q _u3__ Q5 m � o Q O ry 15 +00 0 Z LL V Z n Z W Z 0 W > W W � 0 W Q 5 W ` J W Q m Z Q Date 01/16/14 Scale 1 —30 ' Sheet No. 9 OF 25 File No. 12.009 10 +00 10 +50 11 +00 11+50 12 +00 12 +50 ROAD C PLAN AND PROFILE SCALE: 1"=30' Horizontal, 1"=5' Vertical 13 +00 13 +50 380 375 370 365 360 355 350 345 340 14 +00 385 380 375 370 365 360 355 350 34!E LO Stacking Block Retaining Wall r- Max eig = 1 _ - �! . ” • • •• gyp. !: ••• •— MINION 2 7Z .. _ R r - '•r A • Private Alley Design Speed 20 MPH in= 00111 11110111101 1-I.El ME .• _ ��� ° - ° ■I11� Illllllrlr�lll I�II�III • __ V , • Illm�l 1 I��1111 .. . . . .. . I,I , • • _ - • I IIIIIII�IIIII� • 1111111111 • • 10 +00 11+00 12 +00 13 +00 14 +00 2 NORTH ALLEY PLAN AND PROFILE 9 I"=30' Horizontal, 1"=5' Vertical ;f 375 370 365 360 355 350 34T8 LO M • - Alley Design Speed 20 MPH - e ,. .:plc KIA •u - ;: ' ° 1l1 • • •1� �i .e 1 Old 10 +00 11+00 12 +00 SOUTH ALLEY PLAN AND PROFILE SCALE: 1"=30' Horizontal, 1"=5' Vertical 375 370 365 360 355 350 345 13 +00 g U O wq �W co ' of 00 I� O i L Nl d' W Z 0 = I� N O � N N W F- Q i V) W F- J V) J_ Z V) Q Ld 0 W J Q O 0 385TH pp 38 v JUSTIN M. SHIMP a 37 Lic. No. 45183 � w�I 370 O� �SSIONAL 365 360 355 W 350 0 345 -"-V o z n U a) U Q _u3__ Q5 m � o Q O ry 15 +00 0 Z LL V Z n Z W Z 0 W > W W � 0 W Q 5 W ` J W Q m Z Q Date 01/16/14 Scale 1 —30 ' Sheet No. 9 OF 25 File No. 12.009 10 +00 11+00 12 +00 13 +00 14 +00 2 NORTH ALLEY PLAN AND PROFILE 9 I"=30' Horizontal, 1"=5' Vertical ;f 375 370 365 360 355 350 34T8 LO M • - Alley Design Speed 20 MPH - e ,. .:plc KIA •u - ;: ' ° 1l1 • • •1� �i .e 1 Old 10 +00 11+00 12 +00 SOUTH ALLEY PLAN AND PROFILE SCALE: 1"=30' Horizontal, 1"=5' Vertical 375 370 365 360 355 350 345 13 +00 g U O wq �W co ' of 00 I� O i L Nl d' W Z 0 = I� N O � N N W F- Q i V) W F- J V) J_ Z V) Q Ld 0 W J Q O 0 385TH pp 38 v JUSTIN M. SHIMP a 37 Lic. No. 45183 � w�I 370 O� �SSIONAL 365 360 355 W 350 0 345 -"-V o z n U a) U Q _u3__ Q5 m � o Q O ry 15 +00 0 Z LL V Z n Z W Z 0 W > W W � 0 W Q 5 W ` J W Q m Z Q Date 01/16/14 Scale 1 —30 ' Sheet No. 9 OF 25 File No. 12.009 10 +00 11+00 12 +00 SOUTH ALLEY PLAN AND PROFILE SCALE: 1"=30' Horizontal, 1"=5' Vertical 375 370 365 360 355 350 345 13 +00 g U O wq �W co ' of 00 I� O i L Nl d' W Z 0 = I� N O � N N W F- Q i V) W F- J V) J_ Z V) Q Ld 0 W J Q O 0 385TH pp 38 v JUSTIN M. SHIMP a 37 Lic. No. 45183 � w�I 370 O� �SSIONAL 365 360 355 W 350 0 345 -"-V o z n U a) U Q _u3__ Q5 m � o Q O ry 15 +00 0 Z LL V Z n Z W Z 0 W > W W � 0 W Q 5 W ` J W Q m Z Q Date 01/16/14 Scale 1 —30 ' Sheet No. 9 OF 25 File No. 12.009 Jon: Type: Notes: MUSE LAYOUT DETAIL C 1 o SCALE: 1"=10' Featuring CosrnaPolis and MosterColor Elite Electronic HID Systems Gullwing Page 1 of 3 G18 Area Luminaires The Philips Garden Gullwing is an area luninaire defi tied by its sleek profile and rugged consuruction.The housing F VOLTAGE is one- piece, die cast aluminum and mounts directly to a pole or wall without the need of a separate support t00MH' arm. The multifaceted arc -image duplicating optical systems provide IES Types I, II, III, IV and distributions,The V 350P5MH' 8750$MH' door frame is single- piece- diecast aluminum and retains an optically clear tempered flat glass lens. The luminaire Pulse Start MH is completely sealed and gasketed preventing intrusion :from moisture, dust and insects. Gullwing luminaires '! 250PS90 + U are finished with a fade and abrasion resistanr. TGIC powdercoat. Flat glass lens luminaires provide full cutoff 208 277 480 performance. Sag Lens luminaires provide cutoff performance 175MH' PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Magnetic Ballast Enter: the order code into the apprupdiu, btx above: Note: Gurdco reserves the right to refuse u confi uratian. Notull wo,binadons and configum6wis' CLEAR HORIZONTAL are valid, Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. 320PSMH' (a PREFIX MOUNTING DISTRIBUTION (See NOTES below) 200 -277 CMPE, MCE and PSE types only. . G18 18" Gullwing Luminaire I Single Pole Mount 1' Type 1, Horizontal Lamp 90CMPE 2 Twin Pole Mount at 180" 2XL Type 11 Hot4untal Lamp GULLWING 2090 Twin Pole Mount at 90' 3XL Type 111, Horizontal Lamp Master Color Elite 3 3 -way Pole Mount at 90° 4XL Type 1V, Horizontal Lamp 315MCE -3KO 3@120' 120° 3 -way Pole Mount at 120' BLCI Backlight Control ❑ 4 4 -way Pole Mount Q' Type V, Horizontal Lamp (See Nctes 6,7,9, 10)) W Wall Mount, Recessed J -Box AFz Concentrated Optic for 315MCE -41(Crl WS Wall Mount, Surface Conduit Automotive Front Row Applications WATTAGE VOLTAGE t00MH' 250PSMH v V 350P5MH' 8750$MH' 120 240 347 Pulse Start MH i50MH' '! 250PS90 + U 400PSMH' G 208 277 480 Magnetic Ballast 175MH' 250MH' 400MH" Magnetic Ballast CLEAR HORIZONTAL '175PSMH O 320PSMH' (a 750PSMH" 200 -277 CMPE, MCE and PSE types only. . 1611 Clovis Harker Road, San Marcos,TX 78666 (309)227475$ (512) 753.1000 FAX: (512) 753 -7855 sitelignting.com O 2012 Kouinklijke Philips Electronics N.Y All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company s continuing pt oduct improvement program. 79115 - 8510612 NOTES. 1. Not available above 400 watts. 2. Amituble in 210MCE; 315MCE, 250P590, 250PSMH and:40OPSMH wattages. only. 3. Requires E28 /8T28lamp, a. Furnished with sag glass lens ably. S. Mogul base lamp required. 6. 34T1and 4130V CMPE urrdMCEsysteins include: and require an auxilliary tronsformer: 7. CostrioPolis and MostetColor Elite Systems are supplied with lamp. 6. Available with Lum;Step ballast Option, see page 2. 9. See QS I Q924 Table on page 2. 10 `- 3K ".su(fx specifies a 3000'K.famp and "41( "suffix specifies a 4000'K:famp.. PHILIPS CM GARD01 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Standard MH 175MH' 250MH' 400MH" Magnetic Ballast CLEAR HORIZONTAL Costilopolh Eltatonic System 60CMPE 90CMPE {Sae Notes'. 6,7,8,9) GULLWING 140CMPE Master Color Elite 210MCE -1K1,D 315MCE -3KO Electronic System ❑ (See Nctes 6,7,9, 10)) 210MCE- 4K(k) 315MCE -41(Crl Pulse Start MH Electronic Ballast i50P5E C0 175PSE ?b 25OPSE 10 320PSE• e (See Note 9) GULLWING CLEAR HORIZONTAL 150PSMH RATED FOR G18 -4XL- 70HPS 1SOHPS 400HPS 750HPS' High Pressure Sodium ° ❑ Magnetic Ballast t00HPS 250HPS 600HPS Low Pressure Sodium Magnetic Ballast 35LPS 175MH, 250MH and 40OMH not available for sale in the United States. * 25OPS90 includes a 90% efficient magrlepc PSMH ballast, meeting . the requirements of California Tole 20, effective 11112010. C`\ Wattages marked with Circle "E" ateet federal energy efficiency standards 1�L1 applicable to 150 watt through 500 watt metal halide luminaires only. 1611 Clovis Harker Road, San Marcos,TX 78666 (309)227475$ (512) 753.1000 FAX: (512) 753 -7855 sitelignting.com O 2012 Kouinklijke Philips Electronics N.Y All Rights Reserved. Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the company s continuing pt oduct improvement program. 79115 - 8510612 NOTES. 1. Not available above 400 watts. 2. Amituble in 210MCE; 315MCE, 250P590, 250PSMH and:40OPSMH wattages. only. 3. Requires E28 /8T28lamp, a. Furnished with sag glass lens ably. S. Mogul base lamp required. 6. 34T1and 4130V CMPE urrdMCEsysteins include: and require an auxilliary tronsformer: 7. CostrioPolis and MostetColor Elite Systems are supplied with lamp. 6. Available with Lum;Step ballast Option, see page 2. 9. See QS I Q924 Table on page 2. 10 `- 3K ".su(fx specifies a 3000'K.famp and "41( "suffix specifies a 4000'K:famp.. PHILIPS CM GARD01 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts ❑ CLEAR HORIZONTAL A 1 G18- 4XL- 15OPSMH GULLWING 15OPSMH RATED FOR G18 -4XL- 12500 1.00 370 ❑ 12500 LUMENS 150P.ies B 1 G18- 4XL- 15OPSMH GULLWING CLEAR HORIZONTAL 150PSMH RATED FOR G18 -4XL- 12500 1.00 370 ° ❑ 12500 LUMENS 150P.ies CLEAR HORIZONTAL F1 C 1 G18- 2XL- 15OPSMH GULLWING 15OPSMH RATED FOR G18 -2XL- 12500 1.00 185 0 12500 LUMENS 150P.ies 2" OF SM -9.5A SUPERPAVE 0000000000000000 6" - VDOT #21A BASESTONE - III -III -III -III -III- COMPACTED SUBGRADE CBR =10 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARKING & ALLEYS Not To Scale 1.5" OF SM -9.5A SUPERPAVE 3" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE CBR =10 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PUBLIC ROADS Not To Scale 000 00 00 00 00 00 00 0 o_ o_ o_ o_ o_ o_ o_ o_ 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE CBR =10 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION Not To Scale +0.0 10 )OFFSTREET PARKING LOT LIGHTING PLAN SCALE: 1 " =30 SIDEWALK PLANTING TRAVELLANE TRAVEL LANE PARALLEL PLANTING SIDEWALK STRIP PARKING STRIP BUILDING BUILDING SETBACK I SETBACK Jam- 18.0' k 551 PUBLIC RIGHT -OF -WAY 9- 8.0' ROAD A CROSS SECTION SCALE: 1"=10' Q W. �,,�_ I 1111 w �I Iz I � I I� I of io I I I 1 .I� 5.0' 13.0 13.0' G.01 5.0' SIDEWALK PLANTING TRAVELLANE TRAVELLANE PLANTING SIDEWALK BUILDING SETBACK I STRIP 5TKP I BUILDING SETBACK 55 PRIVATE RIGHT -OF -WAY 18.0' ROAD B CROSS SECTION STA 10 +00 - 12 +50 SCALE: 1"=10' SIUtWALK I u�iviinv ✓IVLYY 4l\ STRIP I BUILDING SETBACK 10.0' '' 73' PRIVATE RIGHT -OF -WAY 7k ' 8.0' 5TEPBACK ROAD B CROSS SECTION STA 12 +50 - 13 +50 SCALE: 1 " =1 STATISTICS :0 � z I � I 1 ' I zl I Q Description Symbol Avg Max Min Max /Min Avg /Min �1n I °IQ I I �20'PERVIOU5 PAVE m u� �I �I 001 � REAR BUILDING w W z Parking Lot + 1.5 fc 12.3 fc 0.0 fc N/A N / A I SETBACK I `1'1 o i 20' CLEAR TRAVELWAY ZONE i �_ k 25.0' � -� 2.0' Road A ROW +, 0.0 fc 0.0 fc 0.0 fc N/A N / A 01 301 30' PRIVATE ROAD EASEMENT 5.04 12 OFFSTREET PARKING LOT LIGHTING SCHEDULE C1 o Not To Scale ALLEY CROSS SECTION. Not To Scale ROAD C SCALE: 1"=10' MUSE) CROSS SECTION E,, o w� w� to :i 00 0 O 0 0 I Z o N W W ^ Z_ � 0 It Z ., W W 0- Z 2 0= I V) N O � N N w I_ Q 5 > W F J J Z V) Q� �0 wi Q o T N 0 ALTH OF �q� O � v JUSTIN M. SHIMP Lic. No. 45183 �_SSrONAL c n o / �1 1 +� Q Q U rn N 0 V J tv 0 D N tY Q 0 � ? LL (L > Z W Z 0 0 J W W � W � � J W Q Qom � � J Z 1Z Q Date 01/16/14 Scale V) Sheet No. 10 OF 25 File No. 3 12.009 __ _ _ . �. _ . _ _ . _ __ _ _ e - _ ------------- . . .... . .. "- - ....�_.._ - _ ` _ -wp° -- - -- r ==` =� ��-� .__ �--W � -__ _ - _ � ��� v�r= r��r�a <�.�Er�i� s�L��a�:nira� Twfi)("A tr�sr- rrl�r�l _ � -°' - w- - �> � -�s� d � �' -- CO Tai�1l1�Ot1S SOUTFB1�iI�D THROUGF �KNE - / - t - -100 LANE TRANSITION , _ _ _ _ '. �` COQ 1OUS NORTHBOAD THROUGH LA SE �--- --m -100' IA E TRANSITION -- 0.2+ E TO �. - ..b — _- �- ...._..s.,,._, . - -- -- - - ------- ,•_......_ max....,_._ "`- -.... ---_.. � .. `` -•.. "`• ..., `' -, 0 7__ ( �W) -- - ;• _ __ �_ __ �- _ - _ . _.._, r I STA. 19 +63.91 , S TONY P 0 I ,T O A , --� , , , r , l �- � � -E AN�E��Rt�I�Q - - - - � ,. - - - D . B . 3 42 - 2 7 & c H Y. P . .T - - - ! I 0 ( I A74R AAS 0 EX I BI T - 40B �'�''�`°�. -., r � I � Ir I / f r —100' -100' • • 30 .• •• Scale: • y .7=­11 w qtr EX. SLD�W~AC - / r ROUTE 20 STREETSCAPE: STA 25 +00 - STA 27 +50 SCALE: 1 " =30' 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 Wf THOROUGHLY 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SEI FOR EXACT REQUI PLANTING SOIL, A PLANTING SOIL AN REMOVE BURLAP STRING FROM TOF OF ROOT BALL UNDISTURBED S01L_ I 3 TREE PLANTING DETAIL C12 Not To Scale 0 0 ROUTE 20 STREETSCAPE: STA 17 +00 - STA 26 +00 SCALE: 1 " =30' LANDSCAPING REQUIRED: Plant Symbol Planting Type Botanical Name 10% of Total Site Area of Canopy: 813,157 SF * .10 = 81,316 SF Canopy SF-,,, ` � Total Canopy SF Rt. 20 Street Trees: 1 Large Shade Tree Per 35' of Frontage: 974'/35 =28 Trees @ 3.5" Cal. Min. Flowering Ornamentals Interspersed Along Frontage. Large Shade Tree Internal Street Trees: See Above For Requirements 28 a�� /� 350�'jj Roads A & B: 1 Large Shade Tree Per 40' of Frontage: 2,155'/40 =54 Trees @ 2.5" Cal. Min. 01" Road C (muse): 1 Flowering Ornamental Per 40' of Frontage: 638/40 =16 Trees @ 2" Cal. Min\> �'tC Parking Lot Shade Trees: 1 per 10 Internal Parking Spaces: 15/10 = 2 Trees @ 2.5" Cal. Min. Interior Landscaping: 5% of Parking and Circulation Area + Large Shade Tree 8,100 * .05 = 405 SF See Above For 31 LANDSCAPING PROVIDED: 324,276 SF Existing Canopy To Remain x 1.25 Bonus = 405,344 SF 39,727 SF New Canopy 445,071 SF Total Canopy Rt. 20 Street Trees: 28 Large Shade Trees Provided. Flowering ornamentals will be planted at the time of the Phase 2 Commercial construction. Internal Street Trees: Roads A & B: 54 Large Shade Trees Provided Road C (muse): 16 Flowering Ornamental Trees Provided Parking Lot Shade Trees: 8 Large Shade Trees Provided Interior Landscaping: 857 SF Provided NOTES: Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 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. LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal. /Height Quantity Canopy SF-,,, ` � Total Canopy SF Id.),- L Large Shade Tree Zelkova serrata "Green Green Vase Zelkova See Above For Requirements 28 a�� /� 350�'jj Gj 9800 Vase" 1?6 + Large Shade Tree Acer rubrum "October Glory" See Above For 31 h\lw397 ✓ 12307 Red Maple Requirements • Large Shade Tree Quercus phellos ✓ Willow Oak See Above For Requirements 31 471.1 a 2`'14601 Ornamental Tree Betula uemontii ac 1 q White- Barked Himalayan Birch 2" Cal. 7 l 137 959 • Ornamental Tree Cercis canadensis % Eastern Redbud 2" Cal. 5 124 / 620 Ornamental Tree Acer griseum Paperbark Maple 2" Cal. 5 88 / V 440 Evergreen Screening Tree Thuja occidentals Eastern Arborvitae 4' Ht. 100 I/ 10 / 1000 Screening Shrub Rhododendron Azalea 18" Ht. 24 1ov 240 Screening Shrub Juniperus chinensis Chinese Juniper 18" Ht. 20 11/ V 220 TOTAL SF: 39727 NOTE: CANOPY FROM 10 YR GROWTH County ofAlbemarle Conservation Plan Checklist - To, be placed on Landscape Plans (Handbook, pp III -284. 111 -297 for complete specifications) 1. 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); 0 Location rind type of protective fencing; n /aJ oracle changes requiring tree wells or walls n /a0 Proposed trenching or tunneling beyond the limits- of clearing. 2. Markings © All trees to be saved shall be marked with print or ribbou at.a heightelearly`visible to equiptiient operators. No grading shall begin until. the tree marking has been inspected and approved by a County Inspector. 3. Pre - Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor oil site: 4. Equipment Operation and Storage: 0 Heavy equipment„ vehicular traffic and storage of construction niatertals •including soil shall not be permitted within the driplines of trees to be saved. a. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect, trees to be saved. 6. Fires: n /a❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials': n /a❑ Toxic materials shell not be stored. within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: �i Trees to be' retained' within 40 feet of a proposed building or grading activity shall be protected by fencing_ Fencing shrill be in place and shall be inspected and approved by a County Iuspeetor prior to grading or construction. 9. Tree Wells: n /a0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval 14. Tree Walls: n /a0 When the ground level must; be towered within the dripline at e. to be saved, a tree wall shall be provided', and a construction detail. submitted for approval. I.I. Trenching and 'Tunneling- n /a❑ When trenching is required within the limits of clearing, it shall be clone as faraway from the trunks of trees as possible. Tunneling . under a large tree shall be considered as an alternative when it is anticipated that necessary trenching'wi11 destroy feeder roots. 12. Cleanup: ® Protective fencing, shall be the last items removed during the final cleanup. 13. Damaged Trees. 0 Damaged trees shill be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page i. of 1 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. SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE MULCH 2" DEEP oU IMMEDIATELY AFTER Q4 0� 4 4 4 REMOVE BURLAP FROM PLANTING AND WATER O° 4 TOP 1/3 OF ROOTBALL THOROUGHLY. 4 Q ° 3" TALL WATERING PLANTING PIT. p ° BERM PREPARED SOIL FOR SHRUBS 't) ° p ° FINISHED GRADE D —1 l.l_ : ::.::::::' ':;:'•::•' d.la:: tIN;: lam' w SOIL SURFACE i l h > ROUGHENED TO BIND NEW SOIL 4 SHRUB PLANTING DETAIL 012 Not To Scale O�_1a,p,LTH OF o v JUSTIN M. SHIMP Lic. No. 45183 C O� AONAL ��C � 370 365 360 355 619911 345 340 335 1a E4A E48 10 +00 11 +00 STORM SEWER PROFILE: STR E4 - STR E4B SCALE: 1"=30' Horizontal, 1"=10' Vertical ®s 370 355 365 350 360 345 355 4 -c j---© 350 Ln -o--- eV- ----- I- j 345 335 345 345 340 330 340 340 335 325 335 335 - 320 -w Ira 330 325 _ _rop- rai e _ pacted _ - FiH- -- - x. ra e - 7- -.- RCP - - -@-0.-501 _ -( 15 CF'= 2.60 % - T - - -�5� R _ :-- 98:78LF -- mom "s ©_ - -o - -- -Comte cted� - -- --- Fili ---- — - ao -_ - - - - - -- 00 M r\1 . d— C73 Q' -- rn N— _ ? ro • IIIIIIIIIIIIIIIIIIIII ■I��IIIIIIII n F - w — Ca- - - - -- _ - - -- - - - -- -00 •f I III 10 +00 11 +00 STORM SEWER PROFILE: STR E4 - STR E4B SCALE: 1"=30' Horizontal, 1"=10' Vertical ®s 370 355 365 350 360 345 355 4 -c j---© 350 340 350 I- j 345 335 345 345 340 330 340 340 335 325 335 335 - 320 E7 E8 E9 10 +00 355 4 -c j---© 350 I- j 345 345 340 � m 340 335 w ^rte° —Q° 335 - — -w Ira 330 325 f pacted _ - FiH- -- - 7- -.- RCP - - -@-0.-501 mom "s ■�IIIIIIIIIIIIIIII� • IIIIIIIIIIIIIIIIIIIII ■I��IIIIIIII n F P-9 w — Ca- - - - -- _ - - -- - - - -- �IIIII �IIIII � � •f I III 10 +00 355 11 +00 STORM SEWER PROFILE: STR E7 - STR E9 SCALE: 1"=30' Horizontal, 1"=10' Vertical 379.7 + 381.3 �G Gas `moo •r' ��' `��' � `�� � � �% o, oho ox-' <ov o F1 355 350 350 345 345 340 � m 340 335 335 330 330 325 f 325 320 11 +00 STORM SEWER PROFILE: STR E7 - STR E9 SCALE: 1"=30' Horizontal, 1"=10' Vertical 379.7 + 381.3 �G Gas `moo •r' ��' `��' � `�� � � �% o, oho ox-' <ov o F1 10 +00 355 350 345 340 335 330 325 11+00 STORM SEWER PROFILE: STR F1 - STR F2 SCALE: 1"=30' Horizontal, 1"=10' Vertical .. w........... c -:----- -'vV W W W W ...... i A 150' LEFT TURN LANE 367.0 �,,— 3it7 ��- 37'9 378.E Connect Waterline at 3 �� Existing Valve 100' LANE TRANSITION - _ Approx. Location of - - - - _ - - �- r, - _ - - - -_- Ex. E DI Waterline 375.4 376.3 ®x x x Sti-x x x x x x —X—X, x �s x-°°x�� I OFF -SITE WATERLINE CONNECTION SCALE: 1 " =30' �ny� ALTH OF Ll U JUSTIN M. SHIMP �> v Lic. No. 45183 o SrONAL �� 11111111111111 111 IIIIIIIIIII II�IIIIIII�I � � • II �I� III ■�� � m 111111111 I •• •�' f mom "s ■�IIIIIIIIIIIIIIII� • IIIIIIIIIIIIIIIIIIIII ■I��IIIIIIII -� 11 I �IIIII �IIIII � � •f I III 10 +00 355 350 345 340 335 330 325 11+00 STORM SEWER PROFILE: STR F1 - STR F2 SCALE: 1"=30' Horizontal, 1"=10' Vertical .. w........... c -:----- -'vV W W W W ...... i A 150' LEFT TURN LANE 367.0 �,,— 3it7 ��- 37'9 378.E Connect Waterline at 3 �� Existing Valve 100' LANE TRANSITION - _ Approx. Location of - - - - _ - - �- r, - _ - - - -_- Ex. E DI Waterline 375.4 376.3 ®x x x Sti-x x x x x x —X—X, x �s x-°°x�� I OFF -SITE WATERLINE CONNECTION SCALE: 1 " =30' �ny� ALTH OF Ll U JUSTIN M. SHIMP �> v Lic. No. 45183 o SrONAL 40.3' �� 94.5' ROW 2.5'-1 - SIDEWALK �5.0'� 2.0% 1.5" SM -9.5A ASPHALT -J 4.0" BM -25.0 ASPHALT - 8.0" CEMENT - TREATED AGGREGATE CROSS- SECTION 1 C25 SCALE: 1 " =10' 3' RO LANDSCAPE STRIP SEE DETAIL 8/C22 40.3' v 92. W LANDSCAPE STRIP - L2.O EX. VDOT STD CG -6 VDOT STD CG -6 CURB AND GUTTER, TYP. CURB AND GUTTER, TYP. K 14.5' 12.0' 12.0 12.0' 12.0' SOUTHBOUND SOUTH BOUND STRIPED MEDIAN NORTHBOUND NORTHBOUND STRAIGHT /RIGHT I RIGHT 1.5" SM -9.5A ASPHALT 4.0" BM -25.0 ASPHALT- 8.0" CEMENT - TREATED AGGREGATE 2 CROSS-SECTION 2 C25 SCALE: 1"=10' 4.25' ROW TO BE DEDICATED 1.0' 2.5' -4 SIDEWALK �5.0' 2�.0% 86.6' ROW VDOT STD CG -6 CURB AND GUTTER, TYP. VDOT STD UD -4 SEE DETAIL 8/C22 52.3' -2.5' 1.0' - I- --1.8' SIDEWALK 5.0' 2.0% -2.5' 1.0' •-1.8' SIDEWALK 5.0' 2.0% LANDSCAPE STRIP - VDOT STD CG -6 CURB AND GUTTER, TYP. 12.0' 12.0' 12.0' 12.0' 12.0' 12.0 - SOUTHBOUND SOUTHBOUND STRIPED MEDIAN NORTHBOUND STRIPED FUTURE NORTHBOUND NORTHBOUND RIGHT y VDOT STD UD -4 SEE DETAIL 8/C22 VDOT STD 1.5" SM -9.5A ASPHALT DE SEE DETAIL 8//C22 C22 4.0" BM -25.0 ASPHALT 8.0" CEMENT - TREATED AGGREGATE 3 CROSS - SECTION 3 C25 SCALE: 1"=10' q 3.38' ROW TO BE DEDICATED 28.6' 86.6' ROW EX. ROW TO BE LANDSCAPE STRIP 2.5' ABANDONED VDOT STD CG -6 EX. VDOT STD 1.0 2.5' CURB AND GUTTER, TYP. CG -6 CURB AND 2.1' SIDEWALK GUTTER, TYP. SIDEWALK �0' 12.0' 12.0' 12.0' 12.0' 5.0' 2. 0 %� SOUTHBOUND SOUTHBOUND SOUTHBOUND NORTHBOUND LEFT 2 0% 2.7% VDOT STD UD -4 ' -1.5" SM -9.5A ASPHALT 8. SEE DETAIL 8/C22 4.0" BM -25.0 ASPHALT 0" CEMENT - TREATED AGGREGATE 4 CROSS-SECTION 4 C25 SCALE: 1"=10' 5.46' ROW TO BE DEDICATED q 45.0 - 80.0' ROW 2.5' LANDSCAPE STRIP - �1.0' EX. VDOT STD 2.0' VDOT STD CG -6 CG -6 CURB AND SIDEWALK CURB AND GUTTER, TYP. GUTTER, TYP. r5.0'71 12.10 12.0' 12.0' 1SOUTHBOUND SOUTHBOUND SOUTHBOUND NORTHBOUND 2.0 LEFT � 0.0% 1 7 n% -2.5' " SIDEWALK 5.0' 2.0% VDOT STD UD -4 1.5" SM -9.5A ASPHALT SEE DETAIL 8/C22 4.0" BM -25.0 ASPHALT 8.0" CEMENT - TREATED AGGREGATE 5 CROSS- SECTON 5 C25 SCALE: 1"=10' 11.4' - EX. ROW TO BE ABANDONED 33.3' EX. ROW TO BE ABANDONED -2.5' •�1.8' SIDEWALK 5.0' -- 2.0% 22.0' EX. ROW TO BE ABANDONED 2.5'- 1.0' 2.0'+ SIDEWALK r5.0' 2.0% 5.46' ROW TO BE DEDICATED 45.0 80.0' ROW LANDSCAPE STRIP EX. VDOT STD VDOT STD CG -6 CG -6 CURB AND CURB AND GUTTER, TYP. GUTTER, TYP. 12.0' - 12.0' 12.0' 12.0' SOUTHBOUND SOUTHBOUND NORTHBOUND NORTHBOUND LEFT 2.0% __ I 2.0% -2.5' •�2.1' SIDEWALK 5.0' 2.0% D -4 \�4.'O" 1.5" SM -9.5A ASPHALT VDOT STD U SEE DETAIL D -4 BM -25.0 ASPHALT 8.0 CEMENT - TREATED AGGREGATE 6 CROSS - SECTION 6 C25 SCALE: 1 " =10' VDOT STD UD -4 1.5" SM -9.5A ASPHALT 4. SEE DETAIL 8/C22 0" 8.0" BM -25.0 ASPHALT CEMENT - TREATED AGGREGATE CROSS j SECT ON 7 C25 SCALE: 1 =10 UO -4 UNDERDRA)N SHALL BE CENTERED UNDER CURB AND GUTTER GEOTEXTILE DRAINAGE FABRIC (OVERLAP P -0" AT TOP) PAVED SHOULDER GEOTEXTILE DRAINAGE FABRIC 5.46' (OVERLAP 1'-O" AT TOP) PAVEMENT S 9 : • : •' :. o .:.:. :. ; . PAVEMENT '-' - • ��,.•• '+• ROW TO BE DEDICATED MATERIAL •: °.: °.:! • ea!�� a UNSTABILIZED • • • • e • °•e.°.e.L •.fie. .°... \ s. 45.0 ^ - e. e.° SUBGRADE SEE NOTE 1 SUBGRADE OUTLET PIPE 80.0' ROW 2' -0" 1' -0" GLASS MEETING #8 GRADATION REQUIREMENT. 2.5' 4" PIPE LANDSCAPE STRIP 2.5 I It GE OrIA*FMOULULK) GLASS MEETING #8 GRADATION REQUIREMENT. 1 0 PAVED SHOULDER SECTION CURB AND GUTTER SECTION EX. VDOT STD 21' UP TO ELBOW, UP TO ELBOW, 2 p' VDOT STD CG -6 CG -6 CURB AND -31M. PIPE -LESS AGGREGATE CURB AND GUTTER, TYP. GUTTER, TYP. SIDEWALK NON PERFORATED SIDEWALK OUTLET PIPE (TYPICAL) AY L MITS 45° ELBOW FOR OUTLET PIPE TO CONNECTION BEGIN WITH 50' 12.0' 12.0' 12.0' 12.0' 5.0' CONNECTION r2' 7SOUTHBOUND SOUTHBOUND SOUTHBOUND NORTHBOUND (TYPICAL.) 0% OUTLET PIPE LEFT 2.p% SHEET 10F 2 -- -- 2.0% 1- 2.07. - VDOT STD UD -4 1.5" SM -9.5A ASPHALT 4. SEE DETAIL 8/C22 0" 8.0" BM -25.0 ASPHALT CEMENT - TREATED AGGREGATE CROSS j SECT ON 7 C25 SCALE: 1 =10 8 VDOT STD UD -4 C25 NOT TO SCALE V,ALTH of � O � U JUSTIN M. SHIMP Lic. No. 45183 w� S1ONAL UO -4 UNDERDRA)N SHALL BE CENTERED UNDER CURB AND GUTTER GEOTEXTILE DRAINAGE FABRIC (OVERLAP P -0" AT TOP) PAVED SHOULDER GEOTEXTILE DRAINAGE FABRIC - (OVERLAP 1'-O" AT TOP) PAVEMENT S 9 : • : •' :. o .:.:. :. ; . PAVEMENT '-' - • ��,.•• '+• MATERIAL •: °.: °.:! • ea!�� a UNSTABILIZED • • • • e • °•e.°.e.L •.fie. .°... \ s. • • e �4 MIN. p OUTLET PIPE �UBB{�SFi Iu�A f31A1� °: e. e.° SUBGRADE SEE NOTE 1 SUBGRADE OUTLET PIPE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED SEE NOTE 1 2' -0" 1' -0" GLASS MEETING #8 GRADATION REQUIREMENT. 4" PIPE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED I It GE OrIA*FMOULULK) GLASS MEETING #8 GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION UO - 4 UP TO ELBOW, UP TO ELBOW, PIPE IS PERFORATED 45° ELBOW PIPE IS PERFORATED CONNECTION -31M. PIPE -LESS AGGREGATE PRIMARY DIRECTION TRENCH WITH OF WATER FLOW DRAINAGE FABRIC NON PERFORATED OUTLET PIPE (TYPICAL) AY L MITS 45° ELBOW FOR OUTLET PIPE TO CONNECTION BEGIN WITH 45' ELBOW 45' WYE CONNECTION 1' -0" MAX EW -12 (TYPICAL.) OUTLET PIPE NO SCALE SHEET 10F 2 SPECIFICATION STANDARD PAVEMENT EDGEDRAIN REFERE NCE 24D REV 8 /07 VIRGINIA DEPARTMENT OF TRANSPORTATION 508 10B.06 701 8 VDOT STD UD -4 C25 NOT TO SCALE V,ALTH of � O � U JUSTIN M. SHIMP Lic. No. 45183 w� S1ONAL