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HomeMy WebLinkAboutSDP202000059 Plan - Submittal (First) Initial Site Plan 2020-08-24GENERAL NOTES OWNERS: TMPo4600-oo-oo-oi9BB CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE,VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-o1988 D.B. 5346, PG. 256 i19.69 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2oi8000u WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY i7, zoi9) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA203500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP203.500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2o3.6 BY BOS WITH CONDITIONS. TOTAL PROJECT AREA: 046o0 oo-oo oi9B8 =9.69 AC. (PORTION OF) BLOCK 3.3 - 36.55 AC PROPOSED USE: B7 SINGLE-FAMILY ATTACHED (VILLA) UNITS 78 SINGLE-FAMILY DETACHED UNITS ALLOWABLE DENSITY: BLOCK iB: 68 UNITS (MIN.)TO 2o6 UNITS (MAX.) PROPOSED DENSITY: BLOCK:LB: 3.65 TOTAL SINGLE-FAMILY DWELLING UNITS REQUIRED SPACE: CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE B181 0.7 1 4.4ACRES I 3.8ACRE5 I 2,6ACRE5 I =. ACRE5 OPEN SPACE PROVIDED: CIVIC/PARK I GREENWAY I OPEN SPACEI BUFFERS TOTALGREENSPACE Bib o. 6. ACRES .a ACRES i. ACRES 11. ACRES NOTE: o.5 AC OF CIVIC SPACE PROVIDED IN BLOCK 17. BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES 14o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL - BLOCK 5TO BLOCK ig FRONTSETBACK: B' MIN. & 25' MAX. PORCH SETBACK: 5' MIN & 25' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: io' MIN. & NO MAX. GARAGE SETBACKS: i8'MIN. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2oi5. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH T W3.5. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OF2019. DATUM: NAVD 2983 EXISTING VEGETATION: MOSTLY WOODED. PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. LIGHTING: NO LIGHTING IS PROPOSED. PHASING: THIS BLOCK SHALL BE DEVELOPED IN (z) SEPARATE PHASES. RECREATION: EASTERN PARK (CIVIC SPACE #3) NOTE: 30,000 SF MINIMUM i. THE EASTERN PARK CIVICAREA MAY BE LOCATED IN ONE LOCATION OR DIVIDED BETWEEN MULTIPLE LOCATIONS (MIN. io,000 SF SIZE) WITHIN THE EASTER PORTION OF THE DEVELOPMENT. z. OUTDOOR MEETING AREA AND/OR PLAZA 3. TOT LOT PLAYGROUND AREA (6,000 SF MINIMUM) 4. ACTIVE OPEN RECREATIONAL GRASS AREA PARKING: TWO (2) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING UNIT. ONE i ON -STREET PARKING SPACE PER EVERY VILLA O 4 UNITS IS REQUIRED 67 VILLA UNITS14= za PARKING SPACES REQUIRED zz ON STREET PARKING SPACES PROVIDED ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED ROADWAYS. BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.z.1OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. BURIALSITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK AREAS. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY 4, zoo5. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32-7-9. STREETTREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 5o' ALONG THE ROADWAYS. LAND AREAS: OPEN SPACE: 4.07 ACRES (ii.i%) LOTS: 18.5o ACRES (5o.62%) ROW DEDICATION: 6.23 ACRES (17.0%) PROPOSED IMPERVIOUS AREAS: ROADS: 155,182SF SIDEWALKS: 49,934 SF BUILDINGS, PATIOS/DECKS: 33.4,352 SF DRIVEWAYS: 74,889 SF TOTAL IMPERVIOUS AREAS: 594,357 SF (i3.64 ACRES) RETAINING WALLS: THERE ARE NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER&SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEE SHEET IA. TOTAL PROPOSED UNITS:16s TOTAL PROPOSED AFFORDABLE UNITS: 25 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH THE FINAL SITE PLAN OR CASH IN -LIEU OPTION. BROOKHILL -BLOCK 18 INITIAL SITE PLAN AND PRELIMINARY SUBDIVISION PLAT RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 1 PROJECT BOUNDARY I � � �YP 1 � � �i /:- / - �� _ _-_ _ 1 i � � � ��•� ill ��- A i ��` � q 11 FUTURE ROAD EXTENSIONgoo• \ \ ' _- , \ oo II of (UNDER DIFFERENT SET OF PLA o00 / o \ / o of I I 1 � / j/ .. ... �' � ♦ '.._-. � 1 �' _ C ` OPEN�- /� ��/' / SPACE \. ♦✓ \/gp�._ - / ^ �\ `\ o _ ---- o° (( k;.. ���------- .T y '' PROPOSED GREENWAY ;1 j (/' j \ / 4y I o 1 o (':: III °).o q. -.T.--- �r=z, -_. �/ -- - -- - .% \!?I •P - _ - - _ / /1 , r,; -r/� _ _�� `��/ , / C ._. .- / / ®® o .' .'.'.'.'.'.'.' ® ® Rs1 - ..................... ) Yq \< '_ ''1. li 1 i _ -_ C_= f, ail >I �' ✓✓/� // =S OPEN 1 .. <'\ n. ,,, �' ✓� ,/'- , , SPACE 0. ':b l:- ICJRC ' n - BLOCK w . s ® OPEN ...SPACE \ CT �j pp -ROAD /---__ r 1 __ I I i .. 1 (V OPEN 1_ r, _c SPACE /. z__ OPEN SPACE ,..A _RIDGEROAQ ,\ _- \ `� /�� \a/ ' � �I I - - _ DRIVE - . �, � I � \ � � `' `\ `� � \ ..✓ OPEN SPACE BLOCK \ I ------------ li; ---- I / / 1] P�Iie°'e `° •-_----- MICHELANGELO6&iR L 41*1 °'1 OPEN , �� 0 1 p �`I SPACE / )r ��/ vJ �v vv - /v ♦ v�� � v / , �w \ ` / / \ 4OF \ ��\ I I` %' ROPOSEDGREENWAY t . �.� /f♦� l /. / / % ' / �\ \ ��i/ ��-OtJTGOMERY / :::: /` / / RIDGE R09D dy �\ 1 ^\O / / i+ o° ROJECTBOUNDARY0. XX NOTE:30' WIDE BUFFER ALONG , I 1 --'/ SHEET LAYO U� ! \♦' y /,, ,i T \ SCALE: 1" \= 150' I POLO GRO, N VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 3. COVER iA PROFFERS iB PROFFERS i OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 LAYOUT PLAN 8 LAYOUT PLAN 9 GRADING, DRAINAGE, & UTILITY PLAN io GRADING, DRAINAGE, & UTILITY PLAN 3.1 GRADING, DRAINAGE, & UTILITY PLAN 12 GRADING, DRAINAGE, & UTILITY PLAN i3 NOTES & DETAILS i4 NOTES & DETAILS i5 STORMWATER MANAGEMENT PLAN 3.6 LANDSCAPING PLAN 18 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB - PROPOSED ASPHALT PAVEMENT - - - - - EXISTING VEGETATIVE/LANDSCAPE BUFFER ------------ GREENWAY BUFFER - -- PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK a VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING ----------200 --------- EXISTING CONTOUR aoo PROPOSED CONTOUR 506.71 Tc 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DEN07ES TOP OF BOX 505.71 Tw 506.21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO 00 0 00 100 YR. FLOODPLAW 1COTT R. COLLINS`ZI Lie. No. 035791 r� z O a Z U) to O U1 O Z J O Q U) F rA LU z VI � W w �1 J V/ z Zco co I-1 OD N I --I M I I N � L/ / N WQ LU LU z _j __//�/J VJ LUL9 z 0 Q � LU zw U O U) W Y LU U)UlU z F--I I z LU LU 00 J � U LU M < L.1_j O O N = O lJ O LU LU p� w � w a U) JOB NO. 182150 SCALE 1 "=100' SHEET NO. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-0191314 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00.018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007,approved on November 9, 2016. Owner(s) of Record: CHARLES R HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH & E. J. OGLESBY JR TRUSTEES; CROCKETT CORPORATION a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a ViRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINiA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019133, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookbill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations 41 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, 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 proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 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. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollar 5 447.57 other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housingobjective throw a variety of housing types, including but not limited to for sale units rental units J � tY g YP g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s)shall be available for sale. This notice shall not be 'yen more than nine 90 days prior � ninety ) Y to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty 120 day period, the Owner shall have the right q P g ty( ) YP , P� to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carnage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi-fantily dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B "Salamander Cross Exhibit"). Maintenance of the P Y !;m' , ( � '� salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and tarn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50`s) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, banding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("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 0 for each For -Rent Affordable HousingUnit may be increased u to three percent 3/0 . Y P P ( ) For purpose of this Proffer 4B, 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 4B 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"). .. Cony ance of Interest. All deeds conveying an interest m the For -Rent Affordable O eY � 8 Y Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. 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 4B. 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 4B(2) have been satisfied. (3) Reoortine 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 Count Housing Office a co of the rental or lease P Y g PY 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. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for hi -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Mana eg ment. The Owner shall establish Construction Entrances to the Property in locations as approved b the County and VDOT as art of the Erosion and Sediment P rt3' PP Y tY P Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") 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 for masonry walls in the Mid -Atlantic ('MSI'). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSU2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars S7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due even though it may be less than the Minimum Cash Contribution, HOWEVER, the 8 Y '� >� amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P q value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, (collectively referred to as the "In -kind Y Contribution The In -Kind Contribution amount shall be 28 336 662.00. 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 any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first 1 CO issued for a dwelling within the Project, the Owner shall dedicate to the County, ( ) g J b General Warranty Deed and without consideration fee simple title to a parcel of land for public Y tY P P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled `Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements. Generally. The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1 at) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project P P J for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eli ibg ility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 ;COTT R. COLLIN' Lic. No. 035791 z O � U m Z w o in 0zJ O Q in r > z w rr W M w o o a N co C7 M N 00 t N CD WN N W > LJJ ZJ > J_ U) tt� LJJ 0 _J O U W' Y LU U) LU ZLU � ® (n (-- W 01-1 mi a OO O N U W U_ 1 00 T--I U 0 m J r—t 0 O� na O W w 2 a m JOB NO. 182150 SCALE N/A SHEET NO. 1A 4 PHASE I INTERSECTION �� • - IMPROVEMENTS INTERSECTIOtia .�� GONSiRUR fA NEW WESTBOUND Q e y e GRCuNDRN LANE ON POLO ° .pd GROUNDS ROAD WITH3yS'OF ,p e. / - - `- ,' a STORAGE �^; G I - EXTEND WESTBOUND RIGHT -TURN . LANE ON POLD GROUNDS ROAD r PHASE II INTERSECTION 1 4 ° FROM SRr OF STORAGE TO zW OF IMPROVEMENTS - STORAGE CONVERT RI 0 MILLS ROAD TO A ATI RIGHT IN d / RI G T-0UT OPERATION. INTERSECTION R CONSTRUCTASOUTHBOUND © ROADWAY, PROVIDING (a) LEFT -TURN AND L (I RIGHT -TURN LANE. CONSTRUCT AN EON POLO O O PHASE OVEM ROADWAY NTS, LEFT -GROUNDS LANE ON POLO IMPROVEMENTS GROUNDS ROAD WITFIaSO FEETOF - STORAGE INTERSECTIONS CONSTRUCTARMHT-M(RIGHT-OU ROADWAY ENTRANCETO ROUTE as CONSTRURANORTHROUNDRIGH PHASE IIROADWAY IM6ROVEMEN STO LA. us. vn 75 rH mor of �i9 PHASEIINTERSECTION ♦ i� - O STORAGE. IMPROVEMENTS w' PHASE II INTERSECTION O§ n IMPROVEMENTS A PHASE I ROADWAY IMPROVEMENTS �' INTERSECTION4 CONSTRUCTNORTHBOUND ii� ttq �aT ROADWAY TO PROVIDE to LEFT v TURN LANE a(n R IGHT-TURN LANE 9 % 7 RESTRIPE PAINTED MEDIAN TO PHASE IV INTERSECTION PROVIDE WESTBOUND LEFT -TURN IMPROVEMENTS i �A LANEON ASHWOOD BOULEVARD ��RON ", I _ If- MAIN.' DFSTORAGE 0 ` A \ �. ♦ : RESTRIPEEASTBOUNOASHWOOD BOULEVARD APPROACH TO PRONC / to RIGHT -TURN LANE ♦ , ��� / , PHASE IVINTERSECTION .. it C \ Si IMPROVEMENTS____.-___ t`{+ - - - - - ♦� Y i INTERSECTIONS \ • CONSTRUCTSOUTHBOUND DOUN'1R� ROADWAYTOPROVIDE(:)LEFT. W-. ' PHASE I INTERSECTION PHASE IVR ADWAY NRNLANEANDod RIGHT -TURN 4v MPROVEMENTS IMPROVEMENTS LANE 'rraW CONSTRCTAN EASTBOUNDLEFT• TURN LANE OPOLO GROUNDS ROADWAYWITHv 0OFSTORAGE GU R BROOKHILLTRA C PHASING PLAN oaf 6 Ol I \ P Ill."\ �MAY\ PRO.P.0ZVDOTROOrIT ,\ / 1 I IMP/yEM \ \ \ED E/Tp \`\ \ r \\\ \y APROPOONNEROR AO`A ' �J \TALON 1 , \, 1 i' f "4 l \ #N PROPOSED Pmax"RI) N CROSa-WALK ! _. D(HmNISTREEAREA I PARTOHNPO(AYC0N EI@ / -C WITNESS the following signature: OWNERSof Tax Map Parcel 04600-00--00-018Ao: e/ By: `./ l / X - CHARLFS R. HAUGH iZAHETH ANN OGL HY GH Date: g' -7 d 1 e% OWNERS of Tax Map Parcel 04600-00-00-01800: By: 1 CHARLES R. HAUGH,�IEILJSTEE By: DOUGLAS�B.. OG BY, TRUSTEE Date: J — W— I OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: m 0. Haugh, U/. -7,Fr t - Ann O. Haugh, Its President �— Dae: »-11y 8, 201 9 Page 9 of 10 NOTE POLOGROUNDS ROADWAY AND LANECONNGURATION AS SHOWN INTHS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI / FINAL DESIGN AND LANECONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMENTSWILL BE IN ACCORDANCEWITH THE APPROVED TRAFFIC IMPACTAI,ALYSISAND FINALAPPROVED BOAC CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMEN r - PROPOSED SALAMANDER CROSSING(3 TOTAL) i 1 N � _ A \ fINVE RTED RETAINING r�':.� ` \ ' \ � � \ _.'-•�. _ -:._� \! -- _ ' :'�. WALL911D CULVERT HEATS WALL SYSTEM j - y l' SALAMANDER TUNNEL v:LaMAI.OER'I' FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT IMPRESSION J • E �r �rf ,�11 U'/ • 1 ®a .. . FIGURE E: BROOKHILL SCHOOL OWNER of Tax Map Parcel 04600.00-00-018B0: HORNE LAND CORPORATION, a Virginia corporation By:f�inne�,t- AnnryO.Haugh, Its President Date: , " «a-S' 7. '%U / 9 OWNER of Tax Map Parcel 04600.00.00-018DO: CRAPTON CORPORATION, a Virginia corporation By: C?.,,,,., O. "� 7 ATm O. Haugh, Its President —- Dater AO/9 Page 10 of 11 ORDINANCE NO.19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-011-018A0, 04600-00-00-01800, 04600.00.00-019A1, 04600-00-00-019A2, 04600-00-00-019111, 04600-00-00-019113, AND 04600-00-00-019B4 WHEREAS,the application to amend the proffers that were approved with ZMA 2015-00007 for Tax P P PP p Parcels 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-0193 1, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookbill Proffer Amendment ("ZMA 2018-11"); and WHEREAS,ZMA 2018-11proposes to amend Proffer Numbers ID 1 6 and 8 of the Proffers that were H„ approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road • P Y• P P Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(I)(a); and WHEREAS, staff recommends approval of ZMA 2018-4 I. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. RR! 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a live, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of sit to zero, as recorded below, at a meeting held on July 17, 2019(Vz. Cl ut� - Clerk, Board of County Sup Isors Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y _ Mr. Randolph Y OWNER of Tax Map Panel 04600-00-00-019B1: BROOKBILL APARTMENTS, LLC, a Virginia limited liability company fc?Lic. SCOTT R. COLLIN' No. 035791 By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Mal ger By: Andre) cGimy, Its President Date: S 23/2d raj BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Tnc. Manager By: Alan R. Taylor, is President Date: all -41- low/ I4 Page It of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; an d WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS the Commonwealth Transportation Board approved the remainder of funding P pp 9 necessaryto complete the connector road to be awarded to Albemarle Count through he Smart P Y 9 t Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhilt on the proposed alignment of the connector road and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Counlo6pervisors 6ye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y Z O � k CI Z o Ln Oz _1O F_ Unn r Lu z LL H W Ce :rl LU o Q r1I o rN N W r co (Yir�S M N I® � 00 N 0 WN N W > LU J _ U) LU L9 _j 0 U WLU 1 Y Ul Zw � ® cn LU 01-1 `/ O O O N Q 117,11 O I. —I H� M ��1:1/0� V/ W Ila_ 06 z Q J � LU LLj LL LL 0 ,F� V / Q Fi /y1 W U MO W H� O I„ O CO W CIL U) l08 NO. 182150 SCALE N/A SHEET NO. IB �j,TH 0FG No ; -ro 13 E Cos.tsmvz-Tsp S LLI9 li0T _ i I � C5 l0. N0. 0357 1 ' / i0 Dg ULcJ" PROPOSED TRAILHEAD ACCESS AREAT �Rb PROPOSED ASHWOOD BOULEVARD CONNECTION l.- J J' UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT TH URN c 0 Z — Z rS10NAL W z V, PROVIDE PARKING, AN INFORMATION KIOSK YOR MORE INFORMATION ON REQUIRED BUFFER % J c c LL v Co w AND APEDESTRIAN ROAD CROSSING TO�O TRAILWA -' `��~ O 90 SHw0OD�6� IJ� ¢ I a ACCESS THE MULTI -USE / J fi _ J� W q LLJ o _d { ` W a' o FOREST LAKES �Q , r �` � ` `- NEIGHBORHOOD i I T C' 11 ❑ Q SITE Z ROUTE x g IMPROVEMENT .46B5-i E SWDO CO < 1 P SP W w SWMFACILITY# 3 ' COUNTY OF EMARLE d o'MIN.NATURALBUFFER _ y c� 3 u c R 7 O R M�<<s q0 'n m YI m Z ROPOSED PRIMITIVE TRAIL WITH - _ Z w zu CONNECTION i� • TO FOREST LAKES - /// _ PO Cp GR J z ' I - OU NOgROgp J a PROPOSED II` PRIMITIVE f1 r © I -I ALBEMARLECOUNTY \� .'�- RESERVED STEEP SLOPE r71 O O Z _ - TRAILWAY BLOCK 1 v O J I 11� _ /.a (TYP.) r O� U N Z ° z cn o m l I TRAILS (TYP.) o VICINITY MAP: SCALE: 1" = 2000' j� U) -- — w� DEVELOPMENT o COURT 3 O# H �:; NOTES AREA(TYP.) 1 t I Z w w 1 a /GENERAL OWNERS: TMP 04600 oo-00-o18oa TMP 04600-o0-0o-o18Ao w z 1;1 BLOCK 15 I� �I - m, fi < - R. & HAUGH, HAUGH CHARLES UGH C HARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. Vl � wX PO h - 435 PARK ST 2575 SEMINOLE TRAIL T.M. 46 - i88 - CONK I I _ ` J CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22902 LLI HORNE LAND CORPORATION l r' OPEN � \ TMP oy600 oo-oo-olgoo w � - - SPACE I �` O CROCK ETT CORPORATION C/O HAUGH&HELVIN z O li \ y+.° BLOCKI� �;4, / J (TYP.) �� PROPOSED CIVIC SPACE EASTERN POCKET PARK �;'1�0� 435 PARK ST CHARLOTTESVILLE, VA 229DI C9 ? O C9 ? O m in O BLOCK10 o{ °+ BLOCK 1!} f` /•i+ .� (LOCATION TO BE DETERMINED ,, O \ ❑ DEVELOPER: RIVERBENDDEVELOPMENT,INC. 455 SECOND STREET SE, SUITE 400 w w _ - EXISTING ioo-YEAR ., ' � t ' /�, WITH FINAL DEVELOPMENT PLAN) —� CHARLOTTESVILLE, VA 22903 w w w x Z z I b �; FEMA FLOODPLAIN (TYP.) - �+ " ENGINEER: COLLINS ENGINEERING F- F- 2 ♦ _ _ PROPOSED VEHICULAR °° SUITEE,VA ST,TESVILLE, Z ¢ z O z O g o. _ - BLOCK 9 i- � PROP ♦� � ,i. + \°°' ,> ! '� °, / INTERCONNECTION ACCESS CHARLOTETT CHARLOTTESVILLE, VA xxgox 2 Z z O � Z g m � z 0 \ - �' TR W - + ° TO THE MONTGOMERY o' MIN. NATURAL BUFFER O E d W ¢ w o ROUTEx 9 \ 1 ;. J / ♦ RIDGE NEIGHBORHOOD o TAX MAP&ZONING: 0 600-00-00-01800 0 600-00-0o-o16Ao o boo-oo-oo-ol oo 4 4 4 9 m o w f S(n _ IMPROVEMENT PATHWAY i���/� \ '� d /- \ OPEN : j "� ` ' A D.B. 73-4 PG. 6go D.B. 1333, PG. 450 D.B. 731, PG. Ego N +'� > u "' tn w ¢ f O f O z w < 0 ROPOSED CIVIC SPACE SPACE Z ,1 �i ALBEMARLE COUNTY %i L J Ra RESIDENTIAL Ra RESIDENTIAL ZONE: R-i RESIDENTIAL W o E � cc m ROUTExg (TYP.) BLOCK 11 GREENWAY a �' °.�-/ (TYP.) o ► \ ,,' MANAGED STEEP SLOPE ` (TYP.) RV' M TOTAL PROJECT AREA: oy600-ao-oo-01800 - 4x 55 AG 04600-oo-oo-oI - 27.29AC. o Z g d Z g O u z IMPROVEMENT ii °°-♦"°°•,•° ° GREENWAY o4600-oo-oo-oigoo - 207.66 AC. SWMFACILITY #x I i AY G REENW _ /� j +� TYP. ° ( 1 °V^/ BLOCK 18�'(`a GEROP� V \� O x77.5oAC.TOTAL o w a w O 0 PROPOSED 50' BUFFER + (TYP. I UPLAND ♦ _ .' ° PARK °°, ♦ - y y ° I / PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT ru Cie _ �ii w z AROUND VDOT STORMWATER`, MANAGEMENT POND j ) _ / " -, \ ° EXISTING ARCHAIC WOODLAND .,� " �` : �- �\ J ° . ♦ � -� , „y °° '�, ♦ ` . i ; ` CAMPSITE AREA TO BE PRESERVED SCE M DEVELOPMENT AREA (IYP.) ", TOPOGRAPHY TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCO N SURVEYING AND BELL LAND SURVEYS, JANUARY 2o15. L Z g L9 r \'� BOUNDARY INFORMATION WAS COMPILED BY LINCOLN o BLOCK 16 SURVEYING ON MARCH7, xo15. ,< �;, „-' L� M w •. F=- "[,,,, °+�e ,.� ..-�� r " ,\<�'\ `°•..,�,,-' EXISTING , j / J i' / DATUM: NAVD 1988 w m z o + ; , \ loo-YEAR "' el`<o°� ��" 1 U) 1 ! STM BUFFER (TVP. FLOODPLAIN (TYP.) UTILITIES: COUNTY WATER AND SEWER N w w ~ BLOCK O I _ - \ `+�. '� °• S y + �- �/ FLOODPLAIN: THERE 15 A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51oo3Coa8oD +n m ,o ,o ,o PROPOSED RIGHT IN -RIGHT OU r < q Z 1 BLOCK ti • _ ZF - DATED FEBRUARY 4, xo05. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE w H u, ,o ,o +n F1 INTERSECTION IMPROVEMENTS. w F" Q SEEBROOKHILLTIAREPORT �>, EIXAY 'MAIN _ J \ \ W 1 ` ! TRAFFIC CIRCLE/ROUNDABOUT MAY ALBEMARLE COUNTY \ � ���' 1 _ ' ) ( PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. ¢< o o+ 0 m 0 0 °+ 0 11 I Q rye FOR FURTHER DETAILS: K 3 STREET v BE CONSTRUCTED AT THE PRESERVED STEEP SLOPE �.' BLOCK 5 yr. MONTGOMERY RIDGE - /� / NOTES: 04 LLJ (, BOULEVARD ENTRANCE w INTERSECTION OF MAIN STREET AND (TYP,) THE NORTH/SOUTH CONNECTOR ROAD B LOCK J J / ;� NEIGHBORHOOD " ',' ", �. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. CD � Z - OPEN - - �' 31� C a. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE (V Q J SPACE 1. OPEN v� - DETERMINED WITH THE SITE PLAN PROCESS. N J " -J° (l T r.) SPACE i - L �y ` Y' 7 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH d 1 i f•"" + ' �'► I (T`(P.)- _ (� O �< ALBEMARLE COUNTY REQUIREMENTS- ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J Q ,'• BLOCK 1 I I EXISTING loo-YEAR J," PROPOSED 1 OR FOREST LAKES. 1L w W I FLOODPLAIN (TYP.) �� RIMITIVE ,�� �yd 5 THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE T.M. 46-i8D ° I "I TRAILWAY ' {+�� O� EASTJWEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI _ CRAFTON CORPORATION I BLOCK I •, O Co SOP n O 2 �I THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. z J z DEVELOPMENTAREA BOUNDARY (TYP.) °•�� V� (LSO D 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND LLJ \ / ��( C7(J - D NEIGHBORHOOD CENTER I C 18.4.12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE U J _ T ° (LOCATION TO BE DETERMINED I . ° e° BLOCK 1� IMITS OF PROPOSED REZONING S _ '' - PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. �,., LLI z J i / :° WITH FINAL DEVELOPMENT PLAN. 1 — — � _ _ _ _ _ {{ �,i— - , 1 �, o _ _ 2 '" ' �� Eq+-. y m 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PIMP Q PROPOSED BUFFER ALONG RT. x f + I L- / INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. Z �- L9 O J w ioo' g BLOCK Z+ f"� t ACRE HISTORIC �✓ ==-I J 70' NATURAL LANDSCAPE BUFFER & 3o'LANDSCAPE BUFFER i I - - I BROOKHILL PARCEL BLOCK- ..;_BLOCKS + �1 / - r f--� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE C (n + I I - - ALBEMARLE COUNTY \ AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. < Q w C I APPROXIMATE LOCATION O I r ' ANAGED STEEP SLOPE - {�k., /`"., S g. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO C_ J Z = J J NOTE: A PROPOSED MULTI -USE PATH IS PROPOSED BY THE ' HISTORIC MARKER FORTH i GREENWAY (TYP.) ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER EROSION CONTROL MEASURES, AS NECESSARY FOR THE Q z r, ~ '"' VDOT ALONG ROUTE FRONTAGE OF THIS. BROOKHILLPROPE / (TYP) i / °° ..� I-_ : {� `I /` MANAGEMENT, AND DEVELOPMENT. H � �J , ^ V' xg BE PROPERTY. PATHWAY TO BE + _ _ � — — °-:� \ ,r ` ) ROPOSED xo' BUFFER ,,,, .'+ ... '---�"�� / i � y. - , + __ ' ` - 1 10. CONNECTION POINTA)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR < O W �9 w I J LOCATED WITHINTHEATH VDOTO i.-- f == INTERCONNECTIONTOMONTGOMERYRIDGE CONNECTION POINT HALL ONLY BEA PEDESTRIANBICYLEACCESS CONNECTION. Ur) Y Q O " LOCATION OF EXISTING - - BLOCK 1 - UNN CEM ETERY TO , 9 °° + jJ �' 'A ? �� 11. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. j �'j 0 w ~� C7 + REMAIN LOCK LINE (TYP.) s'`- \ / +� J NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND Z ,; '-„ Jy_`t - % BLOCK 6 ALBEMARLE COUNTY" ' -AND EROSION CONTROL MEASURES SHALL BE i=i° LOCATED OUTSIDE OF THE PRESERVED SLOPES. I J 1L Q Ul U) z BLOCK 8 ` ^, PRESERVED STEEP SLOPE ( y° T .• -PROPERTY BOUNDARY (TYP.) GREENWAY PRESERVED SLOPES Z Z I --I LLJ ° 1 1 F^ NOTE: AREA WITHIN THEloo'BUFFER AND OUTSIDE THE EXISTING TREE, O 7' \ - , / ', \',.� BLOCK t //// � � : �''- . O ' /, j�, •°• �•• - _� ® VEGETATIVE BUFFER 0 MANAGED SLOPES OPEN SPACE O Q Q i LLJ LLJ 1 O LIMITSSHALLBE REPLANTED q' EX \'� fie. 1. / ,-;: ........� / Z ITHTHEPLA ACCORDANCE WITH THEPLACESxg S29 FORESTED BUFFER REQUIREMENTS $ DEVELOPMENT (TYP.) \� LOISTING ODPLAIN-YEPR � AREA P. `"— / EXISTING BROOKHILL (TY ) \ , s" HOUSE TO REMAIN I OFigTHCENTURY \., k ............ � -.,WITH HOA APPROVAL, A lo' MULThUSE PATH `II SHALL BEEX7ENDED70THEENTRANCEOF [ J _ GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS J ® CO TI � d Q .. NENTS OF BROOKHILL MONTGOMERY RIDGE. THE HOA WILL NEED --, U f`" BLOCK 8 DEVELOPMENTAREA a - ,r- BOUND ARP.) £j TO APPROVE THE TRAIL AND EXECUTE ALL -, EASEMENT DOCUMENTS ALLOWING THE !_+ - `- PARCEL WITHIN HISTORIC HOUSE & THE 1 TH CENTURY COMPONENTS OF = I-- EXISTING ioa- EAR '.�� FEMA FLOODPLAIN �(, + CONSTRUCTION OF THE MULTI -USE PATH 1 ON HOA PROPERTY. -( BROOKHILL O LL-I (TYP.) ' , ` f OPEN / ROPOSED lo' PAVED SPACE J i lo' MULTI -USE PATH TO BE CONSTRUCTED ALONG / PRIMITIVE TRAILWAY ° MULTI PURPOSE TRAIL (TyP.) O THE NORTH SIDE OF POLO GROUNDS ROAD CoRt Un. �',, �c;, 4,;; epartment PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR O Q J •.. r / FiiBi * ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL J ROPOSED PEDESTRIAN TUNNEL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. O Hj IMPROVED INTERSECTION AND STOPLIGHT. '�'�''+>x Y} K FO8 Ap roved by ,h• 5d Supervisors R{NER 0000 EXISTING loo YR FLOODPLAIN 0 0 SEEBROOKHILLTIAREPORT her f� } POLO PROPOSEDIMPROVEMENTTO - STg7- GROUIVp - POLO GROUNDS ROAD FOR OLj�N S NNP D8t R{N P i C♦I FOR FURTHER DETAILS x ,.,f s' '' _ _ -.__ ER?-643(OSROgp(S0 - TURNLANES-SEETHEPOLO ...... STREAMS JUNE 15, 2015 P Z63) _- - GROUNDS ROADWAY annex LOCATION OF HISTORIC RESOURCE TO BE PRESERVED U O J APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG IMPROVEMENTPLAN O PROPOSED LOCATION OF CIVIC SPACE ~ GRAPHIC SCALE CA LE U FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD lo' MULTI -USE PATH M O w •,gin. ,,, : DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. - SEE PROFFERS FOR FURTHER DETAILS xoo 0 zoo wo 800 ... PROPOSED LOCATION Of HISTORIC MARKER n i LLJ w _ JOB No. T.M. SHEET 1 OF 1 PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. O POR \ CROCKETCORPORATION ( IN FEET) 182150 - - SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFICTIA. In I inch = 200 ft. / PROPOSED ELEMENTARY SCHOOL SITE \ SCALE N. T. S. SHEET NO. 2 1 1 II ; 1 / I / 1 1 I ' 1 � I I I I 1 I THOR 1 A ,a H TH _ - SCOTT � R. COLLINS / �� O - - -- -U Lic. No. 035791 14 vp L\� ��_J I III 1 ✓ I �_ __--__ I I�� � � - . . . . . . . . . . o� o� � -. - - - - - - - - o� � o� o� o� o� o� o� o� o� o� o� o� o� o� . o� . I BLOCK 13�� z 5 BLOCK IS \ o 1 . \ / A YAN COURT 3 o 1 "v 1- Z Q Ce I 5 z02000008 I INITIAL SITE PLAN i +�P v vv / _� / W t APPROVED - o /o6/zozo � SDP202000082 ' FINAL SITE PLAN V / U ER I�_----- _ �\ BLOCK 12-- a HL" a a N r"i m Im m o o \ o ° 1 BLOCK 4 SDP 201fo005 FINAL SITE PLo CL o °o � ray ! , w BLOCK 4C w / -t , ROAD PLAN BLO ' ` � � j N ¢� (UNDER REVIEW) w a l i;,� SUB2017-00117 1 BLOCK 3 °� 1 / >> BLOCKS ���� ����� � J / o , INITIAL SITE PLAN 3 1 I BLOCK 2 r 1 SDP201900078 1 �:••�.. •\\ ^o \ \\ \1 _' II-_ 1 INITIAL SITE PLAN APPROVED - 02/21/2020 ROAD PLAN ' ° \ 1 I1 SDP202000035 BL K \ - �(UNDER REVIEW) � ° �! , • ; 1 _ BLO K A 1 FINAL SITE PLAN I SUBzo18-o0115 � � � � �� UNDER REVIEW 1 zo1 000u o i 1- SD zol80005o I INITIAL SITE PLAN ° I ' { FINAL SITE PLAN �' APPROVED 1 I B APPROVED - o6/o8/2o18 a -' J12/17/2o18 1 z SDP201800049 FINAL SITE PLAN 00 it o 1 - RO D PLAN i J L OC Ki / B (UNDER REVIEW) �y i 9 1 BLOCK 6 I o B201 -0011 r� I I ° BLO �s`DP, 1 000i 1 i BLOCK] �� ° 1Ti� ry FINAL SITE PLAN _ �� � _� II APPROVED i 4/ 3/ I I z zozo >, � � ,_ � �B• i i � , 1 �S P201 00054 �I A \ INITIAL SITE PLAN APPROVED - 09/07/2oi8 v e " SDP201900015 \ " .x FINAL SITE PLAN WSW v l/} z /"'.............................SAOLp R TO(NDS RO�TE643 . Y .�..... B41, ) P• 263) LEGEND: r PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS rac I ARE UNDER REVIEW) GRAPHIC SCALE "`e -' PLANS) COMMERCIAL DEVELOPMENT o a o PROPOSED RESIDENTIAL & COM z o 00 00 < o (APPROVED FINAL SITE NS PROPOSED RESIDENTIAL DEVELOPMENT ( IN FEET ) ' (PROPOSED INITIAL SITE PLANS UNDER REVIEW) 1 inch = 200 ft. i rm III -------------�\ / I 'v ✓' o GOO 11 �-- w \ p / \ J _ v 1 I / I CL y � LUCn CV? � z 71 z U) LML CD U0 I I III , N / H \ W z -�. , I I � v �tS�' �V � %' > LU O?j r/ G' �ono -w Q QJ A. oL9J Ji J I Q W LU ' � J BLOCK AREA SUMMARY 1-4 Q Ul U z C) Development l Area Per Area (Roads, Proposed Greenspace/ Amenities (ac) co d " Block Land Use District Brookhill Proposed Area (AC) Lots, Buildings, Development LLI Ll..l COD (AC) Parking lots) Per Area (AC) LU TO o 00 COD (AC) Civic / Civic / Open Open Total Total Greenway Greenwuy Buffers Buffers Parks Parks Space Space Greenspace Greens pace _ Required Proposed Required Proposed Required Provided Required Provided Required Proposed U I 2 Neighborhood Service Center Urban Density 12 6.3 12 5.1 0 1.2 0 0 0 0 0 0 0 1.2 0 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 w J 3A Urban Density 3.3 LU L 3B Urban Density 1.8 J 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 r<rn 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 V 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 1 3.07 CD F-I 4C Urban Density 6.58 - 2.31 1.46 0.85 CD o 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 N / 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 1 0 5.1 1 4.58 4 4.56 4 3.82 13.1 12.96 O F �- 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 1 3.98 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 Uj 9 Neighborhood Density 9.6 1 6.8 0 1.8 0 2.8 4.6 0 W = 10 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 d 11 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 1 0 10.7 JOB NO. 1 I 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 182150 1 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 I I 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 SCALE 1800 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 16 Neighborhood Density 9.7 11.11 8.4 9.25 0 O 1.8 1.2 1.3 0.3 0 0.3 3.1 tt n , 1 =200 t 17 Neighborhood Density 15.8 17.18 11.8 8.64 0 0.5 3.3 1.2 3.8 7.0 0.2 0.5 7.3 j� , 18 Neighborhood Density 34.4 36.55 27.3 24-73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 q SHEET NO. 19 BwokhiU House Parcel 3.2 3.2 0 0 0 0 0 3 - Total 223.9 168.8 10.3 53.6 28.8 16.0 108.7 \ \•\ � ;1/r���il11�'r .�•-`� I�`��Ilri � I I I � � � \ \ 1 I � � '\ � ` \_, �/ _/' /' r _/\�,"�'r\/�r/j f�/. ,, /; , -/ _,\ �� / If 4,7 �lr BLOCK I I If I I r \ 12 /.//' // /� //, /IvvIIv czv\ >� \ \��vv\\vv_vv _\ a EXISTING SANITARY SEWER AND / C) zo'SANITARY SEWER EASEMENT — A v.1 �'•�1. \ / \ \V v q - / v v �y -`,EXISTING STREAM y _ j�EXISTING STORM SEWER AND BLOCK ���,,--,. /%, // / ��� —�` / _ `.A D\AINAGEEASEMENT L EXISTING STREAM _ _ _ __ _ �334- _. � .. �� / I FGOMY FBI E SUBDI IO ' )JECT BOUNDARY DARY (TYP. ' r r / I ° r p TH tT SCOTT R. COLLINSZ Lic. No. 035791 n iooYRFLOODPLAIN r- \\''\\\\\\ \\ \\\\ \ \\ \ \ 00 o< _� !�r '� EXISTING WETLANDS TYP.��_ ° ��- _ - _- ( �n m Oo co, ALBEMARLE COUNTY __ - / J / \ I I z Q �.-.. @ PRESERVED STEEP SLOPES o \ @ - - \ \ o @ o o @ @ �v \ .'> i' PROPOSED AAV / / - \ - \ - @ 0 1 i -\ / T ' .. GREENWAY TYP. / I I - - - / w \ ' v BLOCK ®�/< @ Lu 077 ..@ _eF',�.` i% • . ' - �— iy (; �', / / / -\ 'ems \ r ( ( / / / / / / _ _ .— ��. } v✓�/Ali( // r _ CCO `\v - f r - \ O l B TMP 46-19B8--- 1 i I I / f ' , ----f �7- - � r + \ I � � J Ia , , 1 N/F CROCKETT CORPORATION = DB 5346 PG 256 — — — — ' / / / - �VAv D 3o' LANDSCAPE/REFORESTED r BUFFER AREA I - BLOCK ' 1 ,m i6 p r�„ - �' ' /- �% MONTC MERY RIDGE SUBDIVISION - TMP 46 —19BB \ VA \A 1" �. \V A @ �. t t II / rl — r o EXISTING LIMITS r /;� OFTREELINE b ` r' 1 � a 0 ,rr� BLOCK II � �o �� �,.V�rr I11 �III� � II, 4. I @ r 5 _ ALBEMARLE COUNTY MANAGED STEEP SLOPES - -- - / / / / - N IIII�IIII�I(��� _V BLOCK � �� � •-� /! g � ,,p. , � / �, � I v'--� III 3 G1. ENERALNOTES: IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID BLOCKS 16 & i PRELIMINARY SUBDIVISION , o / 7 Y 1 / �\ \\ \ \A / \ \ \ @ / / PLAT CURRENTLY UNDER REVIEW it i ' / 51003CO280D DATED FEBRUARY 4 2005. IN ADDITION, A DAM BREACH \ \\ \\ \\ T / ^ PROJECT BOUNDARY (TYP.) N I ( / INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA O DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. O 2. PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. 3N \\\ \ \ \\\ @ / _ /- / / / / /!/ / N/' BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE \ \ \\\ ����� AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES p0� i i \ \'A 1� 1 \ \ — / / / \/ - _ MECHANICAL AND ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION Q AFFECTING THE WORK. BEFORE CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF Lij > CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE J PIPING; UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. J / 1°1�yry �� \r \ THE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO > ! , o N ALBEMARLE COUNTY = / a PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THEvi \ r /%' R D STEEP SLOPES / ry,. \� PROJECT SITE. w / // / // // // Oo \ 9 1r ', o , N P ESE PROJECT BOUNDARY (TYP.) /Op -/ // \/ /// @ I f p y5� \ , - 4. CONTRACTOR SHALL VERIFY SIZE, TYPE &LOCATION OF EXISTING WATER F_ ' LINES ON THE SITE. � - // , ry , • , b EXISTJNG STREAM„ A ` �1 / U II \V�\\ © ' / �; I�iii'I.i•-'1—�. ;1.! rri:- r>• r ,rJ ` r-: x, r �y, // _ , _,--1%� TMP 46D-B — 1 \\ 1\\�\\ ;� � / I I @ /i/�f-� 1�1 •r . r l`� ;r ., �� L;: �: s<' � . _�.' <`y � .. -�--�_ --_�-� MONTGOMER�E3ASSOCIATION DB 433 PC 2ui @ ' ?q° /, .'.',' .•.�'"/` / -_�__ o o' — _ I� TYP. @ / U) GREENWA 3 / Y/T a ,.•ram _I:. �'.-^:`;i `i ��$."-.'. \ / / Ooi .-,-' \ railY �, po \ e �o �J oo ALBEMARLE COUNTY LLSEETHISSHEETMATCHLINE E STEEP EEP SLOPES /- �° .- /i r ? �R oo'� LIMITS OF SUNNY0. oo \ /. \ \ \ \ ��_ z DAY BREACH / / Oo I a / � r> � � � � / T �/. OI \ \\ \\ \ \�\\\\ \\ \\ / @ \\ �' \ Jr Vy1/ jv 30' LANDSCAPE/REFORESTED \ @ @/ , i`. /BUFFER AREA \\\\\\ 1:\\�\., 1,\,1\III` `' /0° \.. __I� �j II\.,\`\\�/ ri \\�V•_ ° :..,``'..—,. f ,.'. .,. r \\ \ I /o .. oti°/X- �—-—�_�// / l^ 6 @ PRD v ( G\I ,,.\. , may° \ \ /, @ �_'. GREEN WAY, TYP. // O I EXISTING WETLANDS (TYP.) OPOSE , \ � O @ / @ Oo EXISTING STREAM TMP46\\18A O �ry/ o (REVISED) // I o _ o N/F CHARLES R. & / @ @ \ r \ CO,ELIZABETH ANN OGLESBY HAUGH / @ /� \ -� @ / V MONTGOME Y RIDGE SUBDI SIGN DB 1333 PG 450 @ / ® 1� \v - /' @ 0 v v / @ `\ v�� }- o -- -�@ ® EXISTING WETLANDS (TYP.) \ v DB 4997 PG 724 o I @' / - ®a DB 5107 PG 148 I o \ , @ I ALBEMARLE COUNTY - - 770QTMP 46D-A 5121 PC / MATCHLINE -SEE THIS SHEET PRESERVED STEEP SLOPES\ \ GRAPHIC SCALE GROUNDS ROAD \ DB26.661 AC. \ @ / // �' �� �VARIf�BLE wIDT ao� MONTGOMERY RIDGE OWNERS ASSOCIATION ' / I ° M) - - DB 4102 PG 472 aoo o So ¢oo soa -- V LIMITS"OFFEMAAPPROVED YR FLOODPLAIN o o @ h 1 o v @, 6 �' _ / �^ >� r ( IN FEET) 30' LANDSCAPE/REFORESTED \ @ op. \ V A \ I inch = 100 ST, BUFFER AREA 0 4� J o a� z N 0 o s 3 0 0 a 0 n 'D V^ / o c o G � I -I 3 J° Lu LL c 0 0 s a 06 z 0 z O J H•1 0 m Z 3 Lu O c U U Z ° n J ~ ` Qa X c Lu Fi o z (-1 0 � z w 00 w z_ z w w z UO O w J v n 0 a H1 x m S O w o J � N 0 M w LLJ w U d Ln °o JOB NO. 182150 0 n SCALE 1=100' 0 SHEET NO. n m 4 `� LOT72 (Y-,10 Z NI m _--- - l o n - ° V QZ m Iz r- -I - - t pL�H \iy ItQ.- LOT I z4 -^I'A .A LOT46 1� M 1 II PROPOSED DRIVEWAY (TYP. IZ 1 a -� I-. CKITYP) - - - - - -I- ._ L. I �'I II / \ �F't -93o �Z - - LOT1zoATC J - 5 5 E E 4z� l - - lla _ I \��LOT71 - — -1, _//SCOTT R. COLLINST -h _- - a 6 - °PARKING ALLOWED ON s `96' - - Lie. No. 035791 LOT39 P:--- m•J 4 LOT 47 ➢ 0 1 116, (/ --- ITHIS SIDE OF THE STREETu) PROPOSED DECK LOT 11 (1z' W x 1' L aalloIm il� N I I L 4 RI - sg Z1 4) , J J RIvI\ \ o, ZONAL E G °'' M _ (1) PROPOSED ��5' - - } - - - o \ - - - ° LOT 70 - + LOT 119 PARKING SPACE _a , - _ ° - S1g' I _ - _ - _ - r I A J (a9o' W' ( TxY-zPIo-. )' I L—) ID o LOT48 ° LOT8o POSED 6PLANTING STRIP mIv h 0 83 \a lzo r - INo °TYP_PROPOSED DRIVEWAY (TYP.) IA m LOT15J- 3, LOT$a li \ � \ � \ LOT 69 o_ o �w��1I 'IQ m o m II tp m LL y Z M (1) PROPOSED LOT g a 11 ' PROPOSED GARAGE (TYP.) CO .I PARKING SPACE - 3 - 1zz' Q V - _ , [ LOT 118 _ 5� 11T J J (9'Wxzo'L) -- a I o LOT 68 \ r c u J ROPOSED STREET SIGN I -_ LOT 36 b Q a ^ I m LOT 5o -- m A -- - - - - - -I I a \` ROPO CG 1z (TYP.) y / F o m PROPOSED 11 — — - - - o o 0 w I - 3 - .+ - 11g - - I I < 2 � o / �1• y$ o � -o z a LOT LINE (TYP.) LOT 116 v - S i o 0 / _ (1) PROPOSED - - v / �C� ypx� f O L r Q 116' o 1 0 ----PARKING SPACE - 11� - - - - I / /qP P.4 z — — } ✓ \S > H F _ / y..Lu YI ___ 7. m d 4• I I �D I BP,C i \ O C7\ / A. u �N ZI 4 I 116' to LOT6 ° °I o R/W R/W e° mU I • LOT 35 w M z4 M } LOT 51 -- 1 ml H PROPOSED GARAGE (TYP. - o / LOT 83 - - y- 117 g 0 m " / �10 �5'R / cps / YP.) QI F/C F/C �' -- "' °� j I L PROPOSED CG-11 ENTRANCE (TYP. �� y W ---1 I IN o R R/W � 5 / - I uT r � 0 w —� PROPOSED STOP SIG w o M IN50 o - LOT 66 M 24' F/CI -- I I 0LOT34 z o F/F LOT117 z o vE/P-E/P b 11zo / / v - 118' PROPOSED DhECK/SUNROOM ///Cz/•�,` \ \ LOT LOT 65 o (1z'W x 3o L\,oJ MLL o LOT LOT85 STOvZl 1 N 110w --- - +T z$,Roo r C I (1) PROPOSED ° V - - ° ¢ v - `-� rlj PARKING SPACE J �40 I / , / \ \ LU \ \ - 111' o m / / OT16 w \ w - 5' SIDE SETB - O - - - - LOT 6 x zo' L) I 9 ( ) I / 0x (t1 s \ \ 1 PROPOSED - - - - --- 4 (9' W -,LLI ROPOSED CG- D ENTRANCE TYP. I I - oo \ n - - - ACK TYP.- 11z' 5 \ \ 5 M - -r-= ARKING SPACE - - a I I Q- d _ I I m I / • / `'o C; 'r• 0 1' y \ \ 3, (9'Wxzo'L)------- ^ iJ� v 9 y/ - FI a -1- - -I w I 4 N - - - 3' O ^� f LOT86 /d C G 0 \ C' C \ \ \\ \ I I ROPERTY BOUNDARY (TYP.) _ � / - ()PROPOSED - -] - - - - -5' SIDE SETBACK (TYP.) N ll - / / s A O\S(P 31 FI 2 E1e \\ \\ \ LOT 3z PARKING SPACE - 10 - - " ° 18+6 1 / / / x5o/ \ PROPOSED STREET SIGN M LOT l----3--- - 3 PR 7 45 S \ _ W oaJ i (g'Wxzo'L) m ooI 54 ---r _ _ 0 �121. T wU_ 0')/a�LOT87I' mROPOSED DW(TYP.) LOT 63 Q p J ixco LOT31 10 / // koo // // // \ \ Q 0 o. I I LOT 55 i I .Nil I -�.. io /�9 • // /."11 Y.. // .. \ � I --I p a ug m i 111 m o N PROPOSED CG-6 CURB (TYP. 1zz la° R)POSED CG-11 ENTRANCE (TYP.) I W m ,- e• a I I do � w - �¢ .: , tOT 6z O r / / / ii / / / \ 0 a o - o Q -_ N --- o of 6 / LOT z' o d z L0T30 t 'a to Y ^ LLIY o ROPOSEDSTREETSIGN $0 16x6 3 / / �o- 5 \o- • / ° Q �iI�o N"� Zm LOT56 b -gm a �// L�.y/i /�O� m I M 01 / 120' Y' W- - w_ / p\S / ! i i \ / �� TIE -INTO EXISTING ROADWAY +z6 59 N ' Z ao n PROPOSED DECK ho / o- LOT z4 / 1 CD ' o Im 1z3' lz' W x 1 ' L 2G > S\Cz� / / i >, / \ \ i / / 56 Q1' 1Y � 00 L%% LOT p0 i 0 o ro I ] - m I --- m z9 ti6k\ / $ \ LOT z3 / / / �ii N LOT57 i R / 30 / �el \ \ \ / Q PROPOSED 6' PLANTING STRIP N o PROPOSED CG-9D ENTRAN{� (TYP.) 701-7 - lai PROPOSED STOP SIGN r / o ROPOSED CG-1z (TYP.) ° / / \\ �\ LOT zz �` \ w >Lu M - �1 _ _ l--- LOT6o y5x`' - / 3 / i A °-\ i 5o A O _ W LOT z8 a 1 " Ila- I LOT58 yl/i� n 70 9 / ! \V V A\ /// M 3 \ % OM6 °, LOT21 \ \ \ ✓' i0 (n PROPOSED CG-6 CURB (TYP / 59 O�\� l / / j S�� \\ \\ i \ \ L z i ao// ACC. 6 // LOTzotri ° \ Q LOT z w ii z P (� o- 3 c o Lu O PROPOSED STOP SIGN N o I LOT59 i I �i\�j0\S�PN/ / Qj�iP J< / / / °jQ \\� J � ° o., 1___ PROPOSED 5' CONCRETE SIDEWALK � I --_, I , '( / - - _ 1/ 'J17 ]—� o - PROPOSED 6' PLANTING STRIP %S\�' / / - - `Iz� / \ �� LOT 19 / �e 95 PROPOSED TOP SIG ROPOS 5ED STREET SIGN 1 _ ii - _ ! - - �/� \ \ \ / 36 I uj O _ ROPO EDCG-1z(TYPJ _ ---- g3 /x5o Fgyel \ \ 10+00 - _ y9 -_ — — — _ = _ - SIGHT DISTANCE=z8o' I y (�` �\\ L0T 18 F � • 11+ U ��•-� Q 1�+0° 119 u+So a ! -A 1ti �JQ / LLI Q zm 01 - 1z+0p m 13 � P o •. / ` \ \ \ - / / / , , � I� = z+5o 13 00 LOT-- \ \ \ \ \ / / ''o �; i i- / \ (n z ROPOSED STREET SIGN 30' ul I-1 30. ° p LOT 15 \ \ / 56 O� / LLI h _ PROPOSED CG-11 ENTRANCE (TYP. 30' ROPOSED 'CONCRETE SIDEWALK ,> \ Q / W OJ lot /� - _ PROPOSED CG-6 CURB (TYP. _ 11 3 3o' 30 _ \ LOT 14 GARin AGE \ k SETBACK (TYP.) 1 / ti Y - - -� d LOT13 // / O LLl '/ / LOT 1 i LOT 1z / 3 / O / LOT z o PROPOSED 6 PLANTING STRIP \ \ / I I �� / I LOT 3 0 o o � \� \ \\ \� yam' 3o J / LOT 4 LOT " L I _� o ., 5 / / 0)fn o LOT 6 H I LOT 10 LOT 11 \\ �� / / 3� / / C: Z ' I I LOT7 LOT LOTS \ \ N 36' 3o'` _ 3030 - _ ! I - ------ — �• -- �� --- 40 30 I T 3 46' 30 PROPOSED DECK — 12'WX1 'L / JOB NO. ( 4 ) z zI 182150 OPEN SPACE 'j, 14, \11 ` I GRAPHIC SCALE \ SCALE — + / v -- // IN FEET SHEET NO. ( ) 1 inch = 30 ft. 5 y �s w w w w GRAPHIC SCALE / y�/ / f� ma's.000 30 — — — W w F 5 10 / / y / _ ��— - - - - w w w W W 0 ( IN FEET) / / / f-/W W W W\ U SCOTT R. S'Z 1 inch = 30 ft. / W w w w w W w W U Lic. No. 0357935791 / / ,' y � y .. ���. r W .• � --- -- _- - -- -- � -.� w w w W w w W W w w W w W w W w / W y�.` - - �r W SIONAL ETS ' /y -W / \%r W W w W W W W w w w w w w W W W w W W W/ a Wl / / / �.L v w � ,✓ w W w w W w w w w W W w W w W w W W w 4 w w w w w w w [W W w w w W W v \ / w W W W w w W w w W W w w W w w W W w w W w w W W w w W W W jw w w w w w w W w W w w w W w w W W w w W 1 W w W W w W w w w w w w w w W w w w w W W W w W w w w w W o y < uLn Vl Z O < ,�. Ln \ W W W W W W 66' 66' - - - _ LU F10' REAR SET_BA_CK_(TYP.) 66 --- ----_ r`\ `54 ~ \ I --, I I 1-- > w W W w w W W w w w PR r---- -�LU \ PROPOSED IV I W W w W r v 1 \ SWjvl FACILITY �� V -'1 I 1 1 / / � � Sz' li LOT I ° LOT i /�"-'-__ / 6 i W \ \ V 1 0) vl Q LOT 1o1 \ W w W W W W W W LOT 8 �I 1 i I \ 9 w/ I l \ 1 PARKING ALLOWED ON - - _ o /� - /m / LOT 102 \ w w w W W W w w w \\ ��� �� a 4' f s o. r r l i yam\ W W w w W W w W 68 59 38 \ \ iH15 E OF THE STREET LOT 10' REAR SETBACK (TYP.) 35' ROPOSED LOT LINE (TYP.) / \ \ \ -'I -- y / w v �A ----- - ---� _ �/ / / / �/ 103 sue\ W W W W y3 - - TR--I I r-------i / \ \ \ LOT 97 \ T I - - - - - - - - J - -� ROPOSED CG 9D ENTRANCE/(TYP.) w o 6 /,' \ \ FRS 49 49' - ' l /^ r N 9 / \\C�N PROPOSEDDECK/SUNROOM \ 1BP9PROPOSED GARAGE (TYP.) 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Ef�� N N �. / / / EVERY z5o' ON THIS SIDE OF THE STREET o , `SETBPC4 ( �R COOPERS R�wl _ a 23,, 00 `\ ` \ / / / / / LOT ii0 i PROPOSED CG-iz ENTRANCE (TYP.) / O D 5 PVgI r PROPOSED STOP SIGN / I i LOT 123 Cf7 11�-_ -SIGHT /----I`__ /�� N o ds j o ROPOSED CG-12 (TYP.) - - DISTANCE= Q - 10+So �\ g - SIG_HT_DISTgNCE= - -Z°O 18' x5° / / 1 - Q J _ _ =_z8o' OPEN!-- --_-=- I— — —I 00 W LJJ _z8o' — - rn - LU 10 0o SIGHT DISTAN - - z ROPOSED STOP SIGN- _ _ _ _- - - - - R �w/ �11 t� z PR J 9 - - r PROPOSED CG-11 ENTRANCE (TYP. \ - - - J (5) PROPOSED _ - _- / ROPOSED STREET SIGN 1 9�- - JIla- ;1P ARKING SPACES 2 A ,- LOT74 yl o - - - k =_= - - - - -LOPOSEDSTREETSIG - kMI n(9'W x zo'L) PROPOSED SIGH4 - \1 .5 / �� y a �1 LOT ii -- (> 3 p 6 ° i \1 C1 Z a z l i LOT °oLU ROPOSED\CG-11 ENTRANCE (TYP.) <I O> - _ Z \S�PaG� 15i 2 P y- o ry 44 o DISTANCE EASEMENT °. 1 v n V ,' I �1 - - - -- - r O / \ O r Z 7 ° 5' SIDE SETBACK TYP. -- w°AL Y Y Q I, d o O N ROPOSED STREET SIGN , s o? i ROPOSED CG-1z (TYP.) - - P < v - m m LOT 122 • °• Zv�� yzO m\ �\moo. TOT LOT � � � �s'\ LOT75 i' 1 _ 1------ =-_=,T � o, za I a I\ `\ \ PROP you �\ a,1 \ M i - a �w w \LOT LINE L9 _j PROPOSED DECK/SUNROOM ml n L- n ---! \ N Lu O LOT 43 .1A \ y zg (1z' W x o L) --- - - - - Q } \. y �1 \o s 3 93r----- \ _ o o ° o, \ \ , - - - - \ f--� Q - - - \ \ U _J LOT 76 ---__ -° - - - S9 a ^ ' o (3) PROPOSED \ ROPOSED GARAGE (TYP.) -01 LOT=2 \ SIGN 4 y +nT - - -PARKING SPACES - - - -I N \\ \ Q Y LOT 4z - _ - - - - - - (9' W x zo' L) -' 8' o \, ROPOSED CG-9D ENTRANCE (TYP.)' - - - - - - - - - o ° i \ ss' \ L LI PROPOSED CG-gD ENTRANCE (TYP) - - �° - - - - - - l \\ as \ LOT 77 \I - - - -� - __ + I LOT 121 \ �" 73 a - ° 1 � o ° 11- I I rz I \ LOT --- _ — — — vj \ \ I 1 �� Q V PROPOSED LOT LINE( --LOT 41 E P ,Ul SIDTYP.— _ -oElp- I LOT4S PROPOSED DEC1ii \ \ \ \y - ,\\ 1 1 II I - S i18 - - - - - / LU LOT 8 PROPOSED GARAGE (TYP. I N (1z' W x 14 L) \ "o ° \ 03 - 5 v o is o 1 o I Nn °° n , Y\Z i n LOT78 \ I LOT113 -- / LJJ rnil^(, ri LOT7z o �10 ZI NI_M II - — G ALLOWED ON �^ Z��n X M -'` v vl� _ - _ - - - - 0 in IDE OF THE STREET _ - - 1 IH LOT 4o z4 Fl A p LOT 46 -- M I PROPOSED DRIVEWAY TYP. ° ( I o I K (TYP.) U ✓ I SETBAC— - _- - - LOT120 / �y ,--`= - o_ ;Z III 49' Z A I �r m ° "- SIDE - v -1 - -- m IF_ ATC LINE -SE 5 EET 5° _ 1➢ -_ _ � 11$' -ILU co LOT 1 - u 7 n PARKING ALLOWED ON _ / � Ln pCC:1 - / LOT LOT39 pG14+7 8 �o �° `" 116' I \ THIS SIDE OF THE STREET _-- _- Q J D N _ PROPOSED DECK I n LOT co I 57 w + LOT 47 I T ° ( i N I 79 u LOT 114 RIW - -I -I N RIWi O t--i :4 m _ - (1) PROPOSED 11 - _ - - o _N - - v LOT 70 - - _ - - -+ LOT 119 O N {o % -PARKING SPACE - o ��9' ^i = - - - I - J CK (TYP.) W x zo' L I ' °) i13� - I _ I Izo � SIDE SETBA_ - - (9 . - , ) ^ I 1 LOT 8 ---; n 1 N c ---' b _9 PT:1 +z2. o I 4 n m 1 I CFI O 2 LOT8o m FI n ROPOSED 6' PLANTING STRIP ,I 1 1 1� _ _ _ - _ _ (z) PROPOSED la I c, I I '- _- 1 >�1� 1 -- i F _ L O PARKING SPACES z ' ! _ . - ' LOT38 20' (TYP.) n o vat' - _ _ - _ (g' ) ➢1 1zo' ➢ ° EIP = 83 . - N o m w 5 - 105 _ W x zo' L r - o_ Elp \ u, JOB NO. D X OT 6 116 ° I- SIDE SETBACK (TYP_) - I I o_ ac x D aT S _ - 1 - --- --, N 3, 1� Im PROPOSED DRIVEWAY (TYP.) 1 \ a cn ° LOT81 colon I LOT115 °\� ° -- \ "\vp \ L - 182150 {a z -- I w Lu .� M --- LOT 6g 1 LL --- LOT 37 ° o - G SCALE ° m I m \ \ a Q U (1) PROPOSED LOT 44 -- ~ ° PROPOSED GARAGE (TYP. l al \\�O - - - _ - - - - - - f I J J a I�PARKING SPACE - _ 113 1 - 1zz' L / _ - \ Z 1 „_30` m 11T Z o� W LOT 118 '" I (g' x zo' L) T�i --------- I y_ W = 11T - --- - ml� — I a. a J d.- — T _ 1 ` LOT 82 SHEET NO. Q _ 1 o LOT$8 m° ROPOSED STREET SIGN -+13 II II x�D Z1 U o LOT35 m ° T \\ U� 6 l - - - - - - - - —__ I _----r ' oN\ 00 ' a' 43 \ V r CO ROPOSEDSTREETSIGN-I 1 i// \ -9C \ yo1 I v FiT Zr i ' \ a LOT ROPOSED Gaz I p, \ I I ioo -__ 52 � I \vi'il ' 1 V A\ II 0 99 LOT ( ) Q. LOT1o1 / \ I / m/ I \ N — V LOT g8 � 1 it i I w/ / p' '�t l � \ LOT 133 j� ° - -III o - Wo \ 11 PARKING ALLOWED ON - - - -0 /W ` hl / LOT 102 i l i` PROPOSED DECK/SUNROOM PROPOSED s, \ °+p \ \ h THIS SIDE OF THE STREET _ p I I/ 52' LOT LINE (TYP.) \ N _ - - l = =-------------- I-- \ 1 L-_ -- _ �l / /r (ia'Wx o L) — —-- I LOTzSo /y I 3 \ 90- ----- - - - - - - - `n/i ,/ / lab LOT �03 / / it---- $z, V _ - \ \ I FRO 49 49 '--_, PROPOSED CG-gD ENTRANCE (TYP.) 1 ^l LOT 10 E� � + I i fLO� "" ; M jV 13' l - 4 i l / r - _ S7' _ - TSB%'l l I LOT 105 ROPOSED GARAGE (TYP.) zz A L I N E� SHEET I LOT i5z / /, / l' - - 97 - o I �/ f'l _ / / a Si 52 it / I r t I 1 �3+00 LOo6 1+5o Ln PROPOSED SED IDEI CK/SUNROO/ PROPOSED SIGHT M / w� a /°(1z\' W x 3o' L c / LOT 107 DISTANCE EASEMENT 0 h ISROPOSED 6' PLANTING STRIP- l �I iry 2z' // LOTio8 > \ \ s• C 0 �� 129' - - - - - y` w v 52 I l ( p l PROPOSED SIGHT/ �l_I m LOTi53p ROPOSED CG-1z (TYP.) v 48• j-P * F DISTANCE EASEMENT \ t� 5� w a5+oo 52 _ I / // / p I J l -ems ti h 41 `/ ti ry o gm \ W L= - I - g�`� as+ LOT log. _ I +° L --^�' -SIGHT DISTAN - - - I- L � PROPOSED STREET SIG / I_ SIGHT DIST \ -----ANCE=agO' 16+0o ryo, /, I I P + 8 ' - _ - - I PRO OSED DRIVEWAY (TYP.) / b o I 1 __ Sz h <U LLj 'NO PARKING' SIGNS TO BE PLACED 0 PROPOSED STOP SIGN _ - a / EVERY 250' ON THIS SIDE OF THE STREET b °° ROPOSED CG-11 ENTRANCE (TYP.) - \+So LOT iio I I LOT 123 / LOT 154 •1 Z - PROPOSED STREET SIGN 1 ry U T+ Q7� PROPOSED SIDEWALK TYP. / / ' PROPOSED CG-11 ENTRANCE (TYP.) �- pl f --- 20' (TYP.) e - - - - - - - _ 5 ( ) -, l r l S / \ \ ROPOSED GARAGE (TYP.) rm. ] - _ gz - - "% / // \ - ` / �8%o0 / ro // ZOO' / o 74 yl v° =------- LOT124 _ ° -- ti3$ ml FI LOT 111 F - ^l /rr } _,/ r• Sz °C LOT 155 TYP.) \ <I z} p --- I ry LOT1a5 / //r / tiv I `--- \ — — l/co I - / -5' SIDES€TACK (TYP.) - - v Y i m \` h/i �/ / LOT 1z6 ry - jl ry /l / PROPOSED STOP SIG / E2\\ / \ LOT / o z ¢ ¢ PROPOSED v / / \ N / / \ i / roV 75 ° --- - n m LOT / y/ ---- -----IT-- w LOT LINE (TYP.) / / / / LOT 127-'/ / PROPOSED CG-12 (TYP.) PROPOSED DECK/SUNROOM ^ IL ^ _--_i \ N / /,_ / /// 99 y29 (12'Wx3o'L)it l iA�fi� ° c° o / % // vv LOT76 / /-----i / / / �gPCKI \\ / / L0T1z8 // ?92 LOT 5 \\ ROPOSED GARAGE (TYP. -o i LOTnz S,23 ED CG-gD ENTRANCE (TYP.) o ° I v _ _ 48 - - - t+ PROPOSED SIGHT LOT77 / / 1 _ ---,I% 1n LOT221\DISTANCE EASEMENT m N PROPOSED LOT LINE (TYP.)_ -40 \ \ � ~ I TYP.) - 12ti J - I--IS,SID;_ACK( \ \ \\s \\ \ LOT LOT157 \\ \✓/N^ - --118' T ry LOT / PROPOSED DECK/SUNROOM LOT I 113 -- -- , / eb (12' W x 30' L) o \ \ \ \ \ a — —N e I SETBACK- - _ 93 _ m LOT LOT 12o 130 < LOT 158 \ \ \ v /Q PARKING ALLOWED ONI �I THIS SIDE OF THE STREET ROPOSED 6' PLANTING STRIP TYP. L01bo I RIW\RIW ---J 1 0. II i 1 .III i. \\\ \.\ \ \ \ A/ / / \.\ Zo��\ --I - - - - _ _ + LOT 119 1-19' LOT 8o m� - - FIC FIC \ \\ / / s / yx / \ \ \ ✓ \ \ / 1 — _ J I \ \ / 0 - I A PROPOSED DRIVEWAY (TYP.)\A A_ LOTH <\Z lz - LOT16o \6� \ v o 5 v -I - x°/ / \ ry LOT 81 I �n I .1 Cn - I - ,-'I ?J \ \ \ 5 i� \ �9\ \ \ / / D PROPOSED GARAGE (TYP. v \� 2 / / / 122' - - I✓�'- 1oi,- �� %�Z \ LOT =8 II\� \agP . ' ° /ryb° N \ n '� S� / ° LOT82 --` J y� ° \ '' 1y /� 10 / LOT161 ROPOSED STREET SIGN / / / /�C / 'PROPOSED S' SIDEWALK (TYP.) ROPOSED CG-12 (TYP.) N - (i) PROPOSED _ i19 - - LOT 116 r —PARKING SPACE - 11� -_ ; - - - - I /v % /�p\J 2 Y / \ \ /' r= LOT 16Z (9' W x 2o' L) I �yP d /9 NCO\S z W ti / / ,' \\ j SE1gP�K ` a S\V j A f / \ \\ ' LOT 83 --- / J i o' I PROPOSED CG-11 ENTRANCE (TYP) dx- zSR 3 - - -�— PROPOSED TOP SIG\ p� �F ooR / // / \ \� LOT163 LOT LOT S it /. a `0 Y 4 117 � v I // �/ / �1 //\ }. / \ �o\ m - - - —�. /� / / / '' \ LOT 16 \ ° \ \ / w 135' I PROPOSED DECK/SUNROOM / /�o \ 4 \ �,. (1z'Wx3o'L) // ,`/`o / / \ o / / W LOT 8 -- m I / / / �P� y$x \� ry ✓ W 5 h / O PROPOSED STOP SIGN \_ \ G R S I \ LU 4 \ POSED CG-9D ENTRANCE (TYP.) I / / / / / ko OT 165 W LOT86 -- m V ! ?Zg• �F O\S�(� 2/31 / / \ Y\021�1Y a \\ W \\ \\ / / 61 - - - - - - �� 145 I / / x5° S\ PROPOSED STREET SIG \- I ip ' --- — — LOT 87 3 ° ; LOT 26 PROPOSED LOT LINE (TYP.) \ L I GRAPHIC SCALE 30 o i5 10 60 � � I IN FEET) Ft. 3COTT R. COLLINS'Z Lie. No. 035791 IONAL z O a Z w 73 Ln O O Z —] � O a 1� L > z w LU ce M L ti z M M N � M N O w 0') N N W > I..I..I J J — w H 9 O � Q LU W' Y Ul LU z� U) JLU LU J< U 0c:) O N u Q O I --I H LU 06 J � Y..0 0 Q J a I -I 1 00 U 0 m F--I O O w '-' CO w a LO JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 / IN \ j // \\ \ N10 / I v v Sig,/ / / PROPOSED DECK/SUNROOM (12'Wx30'L) 01 r _ LOT 140 PROPOSED GARAGE (TYP.) , /1 LOT 139 / \ /cqb) 0000 i e FF A� / -_�g'M LOT141 SET N. N/ // \ / Xo, 43gACK(�PGS / _ LOT238 \ \ \ / / /G ^/ / 1 �DI ter, qU \ \ -ems �5 � �. .� �� w w 'PROPOSED \ \ � \I \ \ It11 / // � LOT 142 _ w w w w w \\ LOT LINE (TYP.) II �6' w w { LOT137 \riG LOT146 LOT145 w �°/ PROPOSED DRIVEWAY (TYP.) / _ i\ ACv A PROPOSED 6' PLANTING STRIP �`��� da,\� w w w w w w w w w w w w w w � w \\ r //� ' `,\ ao\\\ L %/LOT147 ° LOT143 �^`� \\�� \ ��� �p�d,\� PROPOSE j' CONCRETE SIDEWALK 37 • 36, w w w LOT136 a, \ 92T / /j�/ INN F LOT144 All w w w w w w w w .� W w w w 6• \�� �' / /, / \ �� �"�'` d: \ r° \ \ w w w w w w w w w w w w \ `,.' // Zyti� LOT135 \\ °D� PROPOSED CG-6 CURB (TYP.) a \ \ \ / / /ti y1}5o I LOT 148 w w w w w w / yxy \ / l \ PROPOSED STOP 51G t5o o a� �5� Qv / ROPOSED 6' PLANTING STRIP NN PROPOSED CG-= ENTRANCE (TYP.) \ yo s / /\ \-93' / LOT 134 r 10' RE - - -AR SET66' BACK (TYP. -p ° ° ' I )I r 54 �9P\ i', 000 +1 /- \ °3 \ / LOT149 / NV roI 43 ROPOSED STREET SIGN- y y2151 LOT too I LOT -, o+l I I / r _ � � - - ✓ � � \ of 1 i ROPOSED CG-12 (TYP.) \-\ -, ImlYil LOT1o1 133 ° \ / / w/ I l h v o \ / DON - - _ o h COro / LOT 3.02 _ PROPOSED sa. \ °*o \ \ \ / REET i p I - ( // r PROPOSED DECK/SUNROOM - 52` ` \ i LOT LINE (TYP.) \ N _ _ _I - -,- - - - -- - J \ lv, l ( i' (12'Wx o'L) o _ / ram/ LOTio3 / /3__ MATCHLINE -SEE SHEET7, / - - 9 - - -1 I LOT 15o \\ \\ // �^� _ - — I r Sz' _ _'-- -'r 9 ROPOSEDCG DENTRANCE /(TYP.) 49 �; � / 'r,/ C� LOT1o4 r l __ 57' +� 38''-, ROPOSED GARAGE (TYP.) zz' - LOT 5 35, LOT6 l / I / /� --_—_ 62' : / �3+0o a Si \ , lz' / ' - , roe / LOT 106 / / , -r, 7 - _ a--(YP:) , l it _ l - --I -- I I / 1 ^ -- PROPOSED DECK/SUNROOM / PROPOSED SIGHT I ry - - LJ _ (12' W x 3o' L) z - - ro°% LOT 107 / DISTANCE EASEMENT - - - / - 3*So \\ o p%/$ - `� / / / %M l / DISTANCE o (54, PUB �C R T 1 + 5z PROPOSED 6' PLANTING STRIP / // zz. -r,/ q// LOT 108 // _ �r I Z a - - \ / - _ z O > / ?� �w� y` W Sz - I ti �LOT1 i \ �k8' n �� :. ROPOSEDSIGHT PROPOSED CG 53 ryc�� oo Sz \ l ;?l / i/l NCE EASEMENT \ t� /,; LOT log 11_� l �*o 1n w I n / PROPOSED STREET SIG ro / - -1 \ - SIGHT DISTANCECE_ g - 16+0p y \ S TO BE PLACED ROPOSED STOP SIGN - - ° ° - - - �� PROPOSED DRIVEWAY (TYP.) / h E OF THE STREET o _ �I _ - i6 S SIDE +so SFT 7✓V G \ II / %! \ \ \\ �Q ROPOSED CG-i1 ENTRANCE (TYP.) r sz � a ggCK T pGF r \ \/l o l \ \ \ LOT 110 i LOT 123 i - -*o0 607 ` \ \ / o / LOT 154 - pew - - - - - �u / - PROPOSED STREET SIG \( I I i I / "'I —52° \. \ Ii*.30 20 - - PROPOSED CG-i1 ENTRANCE (TYP. -j - - _ - - - - PROPOSED 5' SIDEWALK (TYP. / / - % \ \ S \ / l i \ \ \ PROPOSED GARAGE (TYP.) \/\ 17 of / LOT1z4 / r/ - \ \ S2. LOT 155 \ \ \ LOT 111 Z a p --- / ry / /i LOT 125 v v \\ ayxt IDESETBACK(TYPJ - vv Iv v /�/I/' �/ LOT1z6 ro / i / //PROPOSED S OP I;N o Zlm m LOT1zz \ PROPOSED --__- lT - a + �h a LOT LINE (TYP.) _'` r it / / LOT1z7 -jr/ / PROPOSED CG-1z (TYP.) I N / A GRAP CA a / 30 60 / IN FEET inc = 3 ft. / / 3COTT R. COLLINS'Z Lie. No. 035791 'IONAL M L9 ti z M M N ® M N wN N W > Lu z J J > U) Lu H 2 U WLLJ Y F-- ul LU z U) J~ LU J< ® O O N u Q O '1—/—�I 1v ,-1 V / Lu 06 Q J � Lu 0 I- Q J a 7� IL —I 1 00 U 0 m F--I O Ow 0 CO w a ul JOB NO. 182150 SCALE 1 "=30' SHEET NO. 8 LOT LOT 39 1 B 1 a o 47 y M ---J I _ 57 / Y ¢ LOT - / i ( / S OT 79 LOT 11 N - PROPOSESANITAR SEWER EASEMENT ( / TH I1' Z - � - - .I �< a36 T _ II - - I '. --PROPOSED ASSEMBLY wFIRE HYDRANT _ - --- 4 m I ' - LOT 7o t,.. + T I LOT 119 I I Koc v _ 3 r /��m r n th- - TT R. COLLINSZO o -1 D-- PROPOSE--� SANITARY SEWER EASEMENT N - -I 3LOT 80 Ii . No. 035791� ' r m v < - LOT 8 ?5 - n Q° ;0 - 3 PROPOSED FIRE HYDRANT 3 $ -- - - _ - / _ - - - l I -- -" MH-6B 2 y - r II I PROPOSED DRAINAGE EASEMENT /i SIONAL E LOT56 'z v O C ASSEMBLYw/8"x6"TEE - a - - 2 I 1 LOT 115 4S6, m PROPOSED 8" PVC SANITARYSEWER S - -'1 D A CHLINE EE 5 zo LOTs9 �.tjn --- _ E o I II 1 II LOT LLJ I / — — a I 31 ` \ J D_4Btun) LL I vZ LOST i18 �\ Q LL I _ -_ LOT 68 1 i Q l_J � ROPOSE DRAINAGE SYSTEM � �_ LTr° -- • . l LOT SS 3 J m LOT 36 I'" Z m N T 4 LOT o -- __ �I I I N ; J = D_3D - - - - / _ Q - _ / o _ 3 PROPOSED 8" PVC SANITARY SEWER C - LOT 6] �. r F j I I \\ -..PROPOSED 8" DI VATERLINE. / . 0 . �n f r- - I I I I � � v z « I; a; N -- I PROPOSEDzo'ACSA I j ---J - - - I LO 36 LOT 51 - 4So p LOT 83 SANITARY SEWER EASEMENT -PROPOSED zo' PUBLIC DRAINAGE EASEMENT \ 19 \ Z w - -----I \ - -, o / -- o m I .. / i ty f s + LOT, 66 PROPOSED 8" DI WATERLINE I - ', • i � -. LOT 54 - -I a So N -- - I \ \ �r o ~ > z • LOT 34 - I N ✓ I -- e r 9xp w -' I I I LOT 52 I � ,. o I LOT 84 BLOCK 16PROPOSED AROPOS ~` 8"x8"TEE / SSEMB / LOT 6 - --li �I / (z) \ W - - - - - 5 °(\ LOT 33 5 / o LOT 53 -- + — / s I I I i I LOT i I __—"—__ --1—r l_,I� v „• - I I II // cue �`� ^,/ 5/o 53 3 _ 8 - - - —I` I /— I _ � ,--- LOT 64 I I F � m I I li p 4 OT s65 — — — w - - - - - - - YD 3 LOT 86- 44a ROPERTY BOUNDARY (TYP.) - LOT 32 a `�„ /- - o i- /i /a //. \ so n SLOT g7 -- LO 2 / - ' PROPOSED 8" DI WATERLINE I LOT 63 / / \\ -r ----- PROPOSED DRAINAGE M LOT xo° - / ;PROPOSED 8" PVC SANITARY SEW 3 a LOT 31 I 3 I f I .r °0 2 _ � � 1 55 �42� LOT z6 \ J I PROPOSED 8" PVC SANITARY SEWER CA LOT3o I i--- 6 // / y6x5°G / // J .-- LOT25 \ o LOT 56 PROPOSED YARD DRAIN SYSTEM 1o' PRIVATE DRAINAGE EASEMENT I // / � O DT 51 / i I F II — _ I X 4 / ° a a / 4g / / LOT 24 CO 10 PRIVATE DRAINAGE EASEMENT; a LOT fit �+ /D2 2 1 I PROPOSED zo' ACSA I I I _ / r I I ROPOSED YARD DRAIN SYSTEM w/ LOT 2g I I I SANITARY SEWER EASEMENT � �� ,' �' � •• ° ti \ � / ., ;' � \ LOT z3 .a. �iL44z� X-30B - - - ' r-= I o LOT-z2" / r CONNECTION TO STORMS EWER - _ o I x5 - I LOT 6o ; , ti5 / / - \\ \ N —--PROPOSEDWITHBLOCKS16&17 I" --_ - - 3 H I I --- ? / \ / / - \!- \ /\. / / w / O LOT z8 / \ 0') I a / G 66 �/ — — \ \ / _ N LOT 58 I r f� I � // — f _ 3 i - „% i -� /PROPOSED 8" DI WATERLINE ', \ \ ui \ \ Q / D" v / 440 �� 1 \ ' ( \ // \ J Q 1 ,_ _ I / LOTzo \V/ / F, Ll1 i J LOT 27 6 I 1 ROPOSED 20' PUBLIC DRAINAGE EASEMENT I PLu % r / PROPOSED DRAINAGE SYSTEI 3 I / \\ %PROPOSED zo' ACSA '' \ Q -,- \ w s M o I � I LOT59 I � _ � �� � �P,Q�� �/ SANITARY SEWER /EASEMENT J PROPOSED FIRE HYDRANT - � ��� zB V \\\ \�'� LOT 1g - / - �� W I � - - - PROPOSED FIRE HYDRANT -- - - -�- --ASSEMBLY - _-- i A �_- 3 ASSEMBLYw/8"x6"TEE - - / io+pp PROPOSE LOT 18 - - - / Lu z _ z 8"x8"- i / r / 8�� G.V. �� / /_ _ --- - V � ~ 06 LOTr7 L9 _j 0- - / V REMOVE PLUG AND TIE -INTO 8" WATERLINE _w o ��2+00 - Q �.. r PROPOSED WITH BLOCKS 16 & 17. -_ w w 18 Yz+Sp 13+0o W�� z / / / V A V / �� ,�- Z / PROPOSED 8" - �� i LOT 16 V A \ / ; �, U i--i S DI WATERLINE PROPOSED F�v w / / / �� _ / U) \ i p MH�s;--" °.� B"XS"TEE, 1 w"�.ww , i / - A �� ''� — - �� ! / ��� ,� '/ Q r - / 5 ' LOT15 \ / QO - / LLI Q—� LOT14' / �,3�Q�OP� �� F- PROPOSE 1J ' „% �' • -_, - - - - � \ (� / ROPERTY BOUNDARY (TYP.) Qz D zo' SANITARY SEWER EASEM,ENT1 - ' ... 3 -I- —L - ,. \\ `� - / 62k --- % �G�yJ�/ / � z m �' �� I,. �. 11 - _ .....11,.., I, _ �.,,._ _4,. - \ \a LOT13 ./ j / % / PROPOSED 8 PVC SANITARY SEWER LOTk I I ,LOT 1z / . / �� r Lu =o '. LOT 2 LOT 3 44 LOT4 LOTS II Lu LOT 6 LOT 19 LOT7 LOT8_ --LOTg O 4Q _ i — — �/!�bz4 POSED GREENWAY(TYP. -�� //" -- - / F-I _ O — _ — _ 2 N Y PROPOSED YARD DRAIN SYSTEM w/ 4 �� '- �c / � 1 io' PRIVATE DRAINAGE EASEMENT 43 p_1 — _ - - A i o�� ----'EXISTING PRESERVED O / 4zo / PEN SPACE STEEP SLOPES (TYP.) / / / /� F PROPOSEDzo'ACSA / f - - SANITARY SEWER EASEMENT - / Lu �'- w' to JOB NO. X-26B CONNECT YARD DRAIN TO STORM SEWER / , • / PROPOSED WITH BLOCKS 16 & 17 NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE - -- / i� 182150 y / STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION / GRAP IC SCALE SCALE �' SEEDS AT A RATE OF 6o LBS. PER ACRE OR 1 LB. PER i 000 SF. / 0 0 30 60 „_ CONNECTION TO SANITARY SEWER - " - IN F PROPOSED WITH BLOCKS 16 & 27 - -- i �, SHEET No. EX-MH-z1A 9 � GRAPHIC SCALE I/ _ �_ - TH / PR OF — — -- 90 " �s s" - _ , c" -'�� - - - " A \ V A \- �� ��� - -- ---- - - w - -'SANITY S AR �� / f SCO COLLINSZ _ IN_FEET-} �. / 5 / / \ - --- TT R. 0357 W U 1c. No. 0357 1 1 inch 30 ft. �j / / i j ` / / - - - - �� �1 '- - - L -- B� \� �; _ W W x W EXISTING STREAM -_ �w w - �— ��SSION L V, // W 0000 EXISTING PRESERVED i PROPERTY BOUNDARY (TYP.) s STEEP SLOPES (TYP.) 4Ot� - i y i PROPOSED RIPRAP /CHANNELOUTFALL /� w LIMI ST THAN z w W y �� / O W w w w w w W w �_ S PROPOSED GREENW u AY (TYP. w PROP�D RIPRAP OUTFALL .. 1 _ / �1$ --- - O _ - PROPOSED VAR. WIDTH - R1 0 - _- - a _ - STLu IEEP STING SLOPES (TYP.) PRESERVED SWM &ACCESS EASEMENT H` \ / % / -\ z _ " w w �/ r PROPOSED GREENWAY (TYP.) °� - 41 SW FACILITY r, W- l \ ` W � � � I / �-_ � fi j' 53 PROPOSED WALLS V A\ 4 ° LOT ioi i% - 56 (MAX. HEIGHT=6') \ LOTg8, i� w w w 4 �" - 4z6 BW 43RANT _j 0 / PRO SOSEMBLY w 8PSED FIRE YxD6 TEE PROPOSED 8" PVC SANITARY SEWER I - / o - I LOT 1oz I --, --- io LOT - - ----4 3 CD \ ,11 \ - R --- ��� LOT 97 \ _ 4- 4 / w o I--- } ---- / �' SANITARY PROPOSED2o'ACNT \\ \ % s! MH 33-s S �� r N i ✓° �_ �/ o N I XJ \ 430 "� I i 44° �`� . / / - PROPOSED �3� 46 w y/ - > i - \ \ �� /; / /—mow . \ / W � � % \ 1 � I 9 LOT z � / I / � o ,, ,�x8"TEE 1 I LOT i � 9 / ,I LOT93 i / \ 9 6B S - t I A LOT 6 i \ LOT go PROPOSEDzo'ACSA _x 13+00 ARY SEWER EASEMENT / A - �w rf 12 5 �3+So o° lk SANIT LOT 89 PROPOSED 8" PVC SANITARY SEWER f I w LOT�z+o 6 14+o o CA ��APROPOSED G LO 88 -,` \ 8"x8' TEE _ 6 ------ / , \ 74 - -� m / a ¢ _ PROPOSED DR GE SYSTE ' ( $TREE "` co O 1 A C i � �\ '"G.V.-- i I 54 /�U T w. / 1 \ H_15 --- LOT 95 ROPOSED 8" DI WATERLINEIt L RAW O 1 O CONNECTION TO SANITARY SEWER / / o __ _ s 11xh i - L I °•. _T 77. �.. is+oO. p yG \ PROPOSED WITH BLOCKS 26 & 27- /. M} I�-1 NI— + \ 1 2 ° 12+pO ---. 1 13+00'� ' ° - O ROPOSED 8" PVC SANITARY SEWER 1 N I 1 PROPOSEDzo'ACSA N MH-z8 7° / >ti �� i SANITARY SEWER EASEMENT / ( O 50 QQE wi i LOT iio r i PROPOSED 1 - - - Cn �8L w - w o s w/ (n F (i LC, iz3 YARD DRAIN SYSTEM/ �� N io' PRIVATE DRAINAGE EASEMENT - ~ N { - 5 A ' -PROPOSED FIRE HYDRANT o D-6 so+o°� w -� 60 6b � ° ` 1 1 � - -� - - - _ t�64 W ASSEMBLY w/ 8"x6"TEE -- i _'\ \ PROPOSED 8" DI WATERLINE- - - - - - _ _ _ - / PROPOSED zo' ACSA 8B - - _ -- _ �� / / LOT 74 i j _--- -- L i 06 J 46. __SANITARY SEWER EASEMENT \ a D-10 s �x5 2 � I I � ° � _ , - s \ 1 j LOT ill i i _ REMOVE PLUG AND TIE-IN TO 8" WATERLINE y� ° \ I / Lu OPEN CE I PROPOSED WITH BLOCKS i6 & i7 '� tOT 1 1 � ° ' \ o V 1� I � i /` 44' o o r:r 1 i \ w PROPOSED DRAINAGE SYSTEM �yo ( -' l - - - 'I � ( PROPOSED zo' PUBLIC 1 " I �4zg TOT LOT :"," A z9 LOT75 i - ------- o LOT lzz V O 0.6 D)�INAGE EASEMENT MEE I IN6 I + - Lu _j 0- - N W PROPOSED ��_ J \\ w CONNECTION TO STORM SEWER D 9 LOT 43 N J j PLAZA 8"x8"TEE \ X° \\I --- I -1 \ \ \ \ Q w Q PROPOSED WITH BLOCKS i6 & i7 W \ \ / I (3) 8.. G.V. ° \ \ - - - - z z YD-ioA PROPOSED YARD DRAIN SYSTEM w//Q ° - U ,—, X-iooB ` J �" ° �: - -_ �, . A LOT 76!' i / - - - - � \ 59 430 io' PRIVATE DRAINAGE EASEMENT o \ LOT izz " � o - J PROPOSED FIRE HYDRANT i W T4z 3- _ _ - - ---- \ ---_-- - - ---J- " ASSEMBLYw/8"x6"TEE i �\ _ i LLJ 4 0 - s ° ' / i MH-z5A w - - _ \ s+ LOT i ------ _- = 1 j N i LOTizi I - _ I -- -- - - ---'i \ \ do, --- - - i--i A Z �I D 9A LOT73 - \ i --- PROPOSED DRAINAGE SYSTE ! - - ul H LOT yi tOT 45 D 1O 1 - \ \\\ - - ° 3 / \ \ £ - " \ f 4zA------- Lu LOT 58 ,1 11 1 1, 6 a I u+ I 1 Go LOT 78 � I I I i LOT u3 I I ----- _ _ — -1- PROPOSEDzo ACSA 4z N I W 43 " ROPOSED 8 DI WATERLINE LOT -- -- / I SANITARY SEWER EASEMENT - - --- - __ - - ° 45y £ I'PROPOSED TYARD DRAIN E SYSTEM LOT 40 -_PROPO_S!E_D 8_" DI _W N 6 ATERLINE I60 LOT izo 'i / ~ Q w _ - - --- II 1i _ / J I _ PROPOSED 8' DI WA�ERLINE '. � - _ - �6 / � LOT LOT 39 i B o oI' r. 47 e _ - 79 ---J " - —PROPOSED (0 a �4CL 1 ; 6 LOT 1 PROPOSED FIRE HYDRANT LOT ii I ' _ SANITARYSEWER EASEMENT O 57 4 z A + , p,� � 4 ! I � ° I I � I ASSEMBLY wl 8"x6" TEE _ � _ — � ° 'S�' �I O I, II m --- - 3 LOT7/ rl ° - _ Ti I - o ✓� LOT=9 S. �+ PROPOSED LOT 8 -- _-- p 1/ I ' Lu O LOT 80 -- - SANITARY SEWER EASEMENT O� F F l - < --1 LOT 8'_ w II A Q' v rn 3 PROPOSED FIRE HYDRANT I $ -_ - -- -- - - _ _ YD-io - I - --' - T - PROPOSED YARD DRAIN SYSTEM w/ _ 0 Lu _ - I X LOT 6 it II Z ASSEMBLY TEE ' 1 O C _kil _ - - -� z -- I io' PRIVATE DRAIN LOT iSEMENT w 456� . o I PROPOSED 8" PVC SANITARYSEWERS - 5 JOB NO. v LOT 8 6 1 _ \0 I --- L T 6 L 182150 --' D CHLINE - EE SHE P 9 0 Z LOk"37 �110 LOT 49 - - - -' \\\ SCALE I I L I - - - - - I • � I U � � W � ILL_ I - °LOT 118 \l\ 1 =30 3 r x 1 t- LL Z U , LOT 8z --- sHeer No. PROPOSED DRAINAGE SYSTEM I � io o --- LOT 68 .< - " Q U v I / ° Q __ LOT36 J J IT 10 D-1 1 1 \ 1 PROPOSED YARD DR/ \ io' PRIVATE DRAINAG So\ 1 DT jy ! \ \ \I LOT 75 XL PROPOSED 8" PVC SANITARY SEWERoOPOSED zo'ACSA�6+� N S E 123LOT iio I SANITARY SEWER EASEMENT / ( _ 79 50 ��w \ LOT i EMw/ f I i LOT123 2s,4PRiI�� � �4o 54ENT +oo U8�1 FFa N I _ 4r17 - - - - - / -r 6 — — -,J/ l / - - Il l a - - - / LOT i2y I / � _' � z8 / � " ROPOSED "DI WATERLINE 00 LOT in LOT iz LLJ I / _/ LOT 155 --^� 5 �/ / /° v y PROPOSED 8"x6" REDUCER v v \ \ \ i -- 7 / \ MH- z / --- T_ o hry LOT122 \ -- F-1 _l l / \ \ 4 , -- T U \ i 1 \ /\ \\ l l l �7 LOT_127 l 11 /I %/ 3/ 8" 8POSE Dy \ \ PROPOSED YARD DRAIN SYSTEM w/ I LOT iiz I � ° � / io' PRIVATE DRAINAGE EASEMENT PROPOSED FIRE HYDRANTI / J � � \ / r • / � � i ° ASSEMBLY w/ 8"x6"TEE 130 --- ------ ROPOSED 8" PVC SANITARY SEWER / LOLi/ 1 LOT 121PROPOSED /IRE HYDRANT ASSEMBLYw/8" 6EE PROPOSED DRAINAGE SYSTEM I - = - \ / \ \ \ // \ \ ' --- - - _ \ LOT 357- L E yzB-- --- _ _ i \ \\ \\ OT12g L - - • z - - - - - D-6 \ \ / / \ PROPO zo' ACSA LOT78 I I LOT ii3 TARYSEWER EASEMENT 4PROPOSEDzo'ACSA PROPOSED YARD DRAIN SYSTEM w/ io' PRIVATE DRAINAGE EASEMENT SCOTT R. COLLINS'Z / U Licc. No. 035791 O \\ �SSIONAL E�G� \ I z J \ aI w Ln O Vl O Z J Q Q_ / - L ~ - j z Lu / I / SANITARY SEWER EASEMENT / - - / \ �� %/ / (, " � �\PROPOSED 8" DI WATERLINE PROPOSED 8" DI WATERLINE + - o N / \ \\ \j/ II - _ - - h /=x ��6 LOT i3o \ j / P� QJQ) / / \ / // _ LOT t -\\ \ / \\ Q7�x < / LOTi58 L - v ro J — — 'PROPOSED zo' ACSALO 79 LOT 114 SANITARY SEWER EASEMENT N1 T PROPOSED FIRE HYDRANT Q�Q N LOTiz9 w CD \ / \ \ 6g g \ \ \ / I / s LOT i59 \ \ D SD / T� 31 LOT 80 - - - 1 i \ \ tiyx�o ° a I III i 1 `7V- 1 a° 1 � •° 1\ 1 —,,—_. 1\�\ � \\\\ i' e. / / ,' / \ \\' �\ / o \ I PROPOSED YARD DRAIN SYSTEM w/ 32 I io' PRIVATE DRAINAGE EASEMENT LOT iz5 456 / , xoV / I � !z \ / J I LOT 8i o LOT �n��=/ tit o L9 CA / \ D-46 A 1 _ Z �- LOTsi8 \ �ox6° �/' S A \ � .' / / A LOT 82 -- - A 4oB , \ / 9 / -LOT 161 \ \ \ i / Z CO ~ �v III IZ�G 10// N �_ LOT ii6 �� 40 --- - h PROPOSED YARD DRAIN SYSTEM w/ PROPOSED 8" DI WATERLI E ' , / / , \ \ LOT 162 \ \ / / io' PRIVATE DRAINAGE EASEMENT PROPOSED 1 zo' ACSA A Q / \ LOT 83 -- _ / _ � SANITARYSEWEREASEMENT � I ' I I _-IPROPOSED zo' PUBLIC DRAINAGE EASEMENT 3 / \ \ �/ CV CV D_ v NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE Q LOT z63 \\ \ // / 5 STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION ( � J Q -- _I 6 o ED �` \ SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. / W d LOT 8 - - - \ \ � 6 _ -� �• i� � k° - 5 ROPOSED 8" DI WATERLINE \ \`�, ��\ \ i 4 - - LOT ii7 ,. ti9 \ i \ ,,\ \ \ / \ I w . -- - - - O-4A / / / / 8ROPOESEED / PROPOSED FIRE \ / ` ( _j EMBLYw/8"x6"TEE _ — I / \ LOT i64 , \ - / I I > _�( J (z) 8" G.V. PROPERTY BOUNDARY TYP. _ / / UCJ Lu �- LOT 85 -- -/ / y ys V A ✓ 06 L9 _j o- - I / $xo° 38A \ OT z D 4 65 \ \ 46 J �I Q Q LLJ 45r - - - v r. / < Q ck� s \ _ - LLJ a -0T8- 4 / -- �� �_ PROPOSED DRAINAGE ISYSTE / i xo° / ROPOSED 8" PVC SANITARY SEWER\ �h YD-5A _ I y LOT z6 A-Lu �6 / LIJ 00 l LOT 25\\ o/ ° Z / I to Y z B LOT 2y 1 I / / I 0 v - � W LOT 23 441 \\ \ \ o / V� \ LOT 2z / I Lu LOT zi w / ROPOSED 8" DI WATERLINE LLJ LOT zo ��� / �C.� W \ o / PROPOSED 2o' ACSA Q L \ + / / / / w / SANITARY SEWER EASEMENT -/ w / . \ ASSEMBLY wlII E HYDRANT �O g -- �� 0 / JOB No Z APHIC SCALE "x6'TEE �`` , l — �� v l �� �GR'� / 182150 \ PROPOSE o _ LOT �e _ - - — - - --� > � J H' ~ GE RO AO / !I I � _ � ( / i / / / / SCALE GOD I /I / 32s ,a 6u "TEE o " (3)-8"G.V. MAN�s�P1„=30' LOTT7 _/ '- :A \\ -- / �- _ (\/ i ( IN FEET ) / SHEET NO. / % - - _ V ' / - �Q - �/ �� i 1 \ 1 inch = 3 ft. 11 EXISTING MANAGED STEEP SLOPES (TYP.yy ) \" \ PROPERTY BOUNDARY (TYP.) PROPERTY BOUNDARY (TYP.) x LOT 14o // / / / \ ORES \ / / % \ LOT a PROPOSED TYPE A BLOW -OFF ASSEMBLY TIE -INTO EXISTING SANITARY \ \, / SEWER MANHOLE ` / _ \ r , / LOT i i EXISTING SANITARY SEWER / / j�`y \ / / 4 D 8B w�-s EX-MH-i / LOT138 _s�s1�� MH3/�-vV l A A � EXISTING STREAM_-,_ / r �� / o I PROPOSED 4" 45° BEND \\ / )' / / v` ��� - �h� �/f/� / / / I ° —s LOTa4z \ / :PROPOSED YARD DRAIN SYSTEM w/ io' PRIVATE DRAINAGE EASEMENT I I _ - - EXISTING zo' SANITARY SEWER EASEMENT v, w \ w LOTi37 D-8A s �i/ 2 3 -- -- w w PROPOSED zo' ACSA o G t� 460 LOT146 \ i / SANITARY SEWER EASEMENT �'� J V A LOT14S PROPOSED2o'ACSA-�_ 8 A 88B SANITARY SEWER EASEMENT V 6R458 / LOTY 47 \\ / o LOT143 // i/I - / \ / 88 / / PROPOSED 8 " PVC SANITARY SEWER„ 3COTT R. COLLINS'Z Lie. No. 035791 'IONAL -39 MH-36 LOT136 .4, .� w _ w .� w .� .� '�„, - - \ ll�\ /PROPOSED 4" DI WATERLINE y w l \ LOT: 44 PROPOSED 8"PVC SANITARY SEWER � ,PROPOSED DRAINAGE SYSTEM w �- � w ---w w w �� A A / �� V ��� xi� / \�� �V ��' /// 460 \ ROPOSED 6"x4" REDUCER / i� ! /L9 7 w w w w L_-- w w w LOT135 w �� w /\ / / / z s\ PROPOSED FIRE HYDRANT PROPOSED 4" 45° BEND- ­{ w; w _ �� mow.. A f / / I f co g LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED / ASSEMBLY w/ 6"x6"TEE y 5, 'i, STEEP SLOPES HAVE BEEN DETERMINED TO BE LESS, \ / / \ \ \ k5o LOT 148 THAN 25% BASED ON NEW TOPOGRAPHIC INFORMATION. \ j o' // a s -3g 1 II PROPOSED zo'PUBLICDRAINAGEEASEMENT' 46 11�pO �OVR� /r \w ` ___J M / y - - - \< 0 NOTE: SLOPES GREATER THAN 3:3. SHALL BE PLANTED WITH NATIVE \ /. / \ 87 d W R PV6 PROPOSEDTYPEA PROPOSED GREENWAY (TYP. STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION \ \ do+5o lCj /`BLOW-OFFASSEMBLY_/ / _- _-A6 m m ..PROPOSED 4" DI WATERLINE! I // _ _ _ SEEDS AT A RATE OF 6o LBS. PER ACRE OR i LB. PER i o0o SF. \ � \\ � ` \ \ / LOT1 l v i ,. - -- - - / 34 PROPOSED +o w 94A _ /" / N o - L - - _ 6"x4" TEE 10 \ 7 EXISTING PRESERVED \ �� i 6" G.V. o ' F / LOT 19 / / Q 4 I� 5 o - --- - -- - STEEP SLOPES (TYP.) (�) " G.V. + / J QLu CL � / _ -- Lu r� o \` o '/ LOT: i �I D-7/a - \ \ LOTioo r rt / 1 5 06 i LOTioi -- t / /`�- - -�/ ` 86 -- �- �A� Al 'V�_ LOT133 LU // EXISTING GAS EASEMENT - - - 46o LOT 202 / !�-_ -- �� _ - - - �'v PROPOSED 6" DI WATERLINE 4 ,� / --__ - - - - �06 N MH 40 - - - �� u \ / �I _ - -- - R \/ \ Y Lu O -----� LOTio3 ' I LOTiSo \ \ x // IS G A RLINEEASEMENT _ W �_N - - - - __ - I II �`� 1y\ ,Jtc W �E \ Lu U' 'I 4 X TIN / A / Q LOT i5z i II I ,,-- / / �Q � \ � ~ Z LOT io __� / �/_ _ - = - - )'T 1 U ' 8" 8" TEED �- 3 _ \ 5 ' - PROPOSED 2o' ACSA �/ \ \\ \ DC _ I w bo (2) _ 8�� G.V. - - �v J r�4 � - 1 -� � _ __ o f 76A 766 � w w . - / , l / , ,_,, �� � SANITARY SEWER EASEMENT I D 76 / � !� v � � � -� � \ i Y r Lij LOT 20 / ROPOSED, PUBLIC DRAINAGE EASEMENT I I I \ � \, F-- �- (D PROPOSED 2o' ACSA o _ 2��� i l 1,460_ / I \ \ \ Q w LOT 208 --_ / � ° w� `"'� <. `SANITARY SEWER EASEMENT � � ! ��,, \ y � / \ \ / Q \ ' � � Q ��I$ w�`w ' 786 �; PROPOSED Ful C0 IRE HYDRANT a 1 I i LOT z53 i \ \ / ^� \ / PROPOSED DRAINAGE SYSTE I �5 STREET �\ -b - - ASSEMBLYw/8"x6"TEE j 4 0 / - J' I Lu (� WATERLINE \ 4 PUB C /�/ zs+oo w �s \` \aPROPOSED 8" PVC SANITARY SEWER / LOT: 4 I \ / / \ I \ W OO 9 8 I rl w R I 64 \a\w 78A \s �L ,l ROPERTYBOUNDARY(TYP.) U) Y S se w\w `5 Q7CHL NE - SEE SHE T 11�°/ c\ \ ' - U I I � j IROPOSED 8" PVC SANITARY SEWER- °� < � 26+ w \ PROPOSED YARD DRAIN SYSTEM w/ Lu � J ' PROPOSED zo' ACSA s6 I w\ \` ' / / io' PRIVATE DRAINAGE EASEMENT SANITARY SEWER EASEMENT LOTz2o W I I ,-- -i Q W (' l OT i23 j / LOT 1S4 U J w 27+o0 �w ii YD 7 \ \ ` Q H4 ro / W +, - D 6 it / I / (,PROPOSED w ROPOSED 6" DI WATERLINE v / - ` LOT 124 / / o F LOTill °o co w I z -- ---, \/ / i LOT 55 \ LOT: � z // 5 / ROPOSED 8"x6" REDUCER v - / \ a cn l' i l �l ( l I l l/ / �iT � JOB NO. lJ / GRAPHIC SCALE �i A l l l[ r / / - /� LOT -� / / v i� 182150 - - - - o ti LOT i2z \ _ /- --_ - / \- \ H- z / V1 s(p / / — , / / / µ / ° / �\ 4 �\ / o a His;oA 6o I ------ iT + _ - , _ �/ f \ PROPOSED i %/ SCALE LOTzz7 --- / -- / /// 3 "x8"TEE v v v / 1 n-30' IN - - - A / LOT 128 LOT 156 v v v 1 inch --�� 0y\ ft. / SHEET NO. 5 \ I \ LOT izz --- - \ \ \ io' PRIVATE DRAINAGE EASEMENT I2 i \ / PROPOSED YARD DRAIN SYSTEM NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: *':i U4'':i 4" TRIP GENERATION 111=200' i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO 7HE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 7HE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4, GUARDRAIL LOCA7IONS ARE APPROXIMATE EXACT LENGTH, LOCAT70N AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECT70NS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECT70N DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON 7HE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPEC77ONS. 774E VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ROAD NOTES GRADING 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORT477ON SPECIFICA7ONS SHALL GOVERN 7HE MATERIAL AND CONSTRUC77ON METHODS OF 7HIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY MD774 AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO 7HE SA77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL WGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP Wl7H A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDI77ONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY 20 FEET IN LENGTH AND HAVE A MINIMUM DIAMETER ( ) OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 7HE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE TEMPLATE AND COMPACTION BEFORE BASE 1S PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS; THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEP7H, 7EMPLATE, AND COMPAC77ON BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL. ISO. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICAT70NS. 9. ENCROACHMENT' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPOR TAT70N MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. PrT"Di.m Xda H% TYPICAL BASE PREPARATION WIDTH OF I ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICAT70NS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). A -RI1,1 YX WDTH OF ENTRANCE o, RADA '- O E%PANSWN JQINT+ 4Mf0 W AbRC�. O EXISTINGOR PROPOSED W rji ¢ rc SIDEWAL SIDEWALK K OR SIDEWALK SPARE Q ~ / CWB INCLUDED N u EXPANSION JONT A\ ENTRANCE GUTTER cl C � � w FLOW LINE 0 ENTRANCE WIDTH DESIRMLE MINIMUM 16' EXPANSION JOINT MSOLUTE MINIMUM 12' EDGE OF PAVEMENT I TYPICAL STRS..E'T SECTION - VAR• WIDTH PUBLIC ROAD R/W COOPL'R ST Smixillu_ NOTE: PARKING TO BE PROVIDED ��� / 'w i 'RC( }J 25 MPH DESIGN SPEED WITH BUMPOUTS ALONG ROADWAY. \ FNG (NOT TO SCALE,) -7' X �-yy Il Hq I - _' 1 � l'i NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS.'NO PARKING' SIGNS SHALL BE PLACED ;1'' v AI, - / J/ v EVERY 1 o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC A SHOWN ON THE ROAD PLAN LAYOUT SHEETS 5- 8. TYPICAL STRZET SUCTION - 54 ' PUBLIC ROAD R%W (BZAR CAVE DR, T,4LLTN LN, COOPER ST,, OTIS AST, WLTSLLTYAN WAY, RANCETR CTJ 25 MPH DESIGN SPEED NOT TO SCALE) BEVELED UNITS \'Iw ml Emu" rowmox.INexaoeTMEOwe.e ro^MmrmuNrH I- AnchorT^'DiemorW°i X 1 N INFORCEMENT CONNECT O .-........,.,,.M."� _X/(NOT TO SCREEN 1 � 1 q REMFURCENENTLPN(-TlI�1 I\-_-_vcmmum+exr_ NMX{�nA1E'�. cenx L-L[NOiNOecNvvinxmee[mmouelm,T =C-uL uaWa Anch.1- Di..e I:1 EXCAVATION OVERSIZING WX SCALE: 39"=1'L" •mn..i, •.mww ( 1 - Pavement Design RF= 1.0 Location ADT HCV D__g ADT CBR SSV Dr Surface h a Base b a Subbase h a Dp BEARCAVEDRIVE 869 2 889 4 4 14.35 SM-9.5 2 2.25 BM-25 4 2.25 21A 4 0.6 15.90 TALEN LANE 242 2 262 4 4 10.10 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 COOPER STREET 505 2 525 4 4 12.51 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 OTIS STREET 415 2 435 4 4 11.86 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 WESLEYAN WAY 132 12 152 4 4 8.20ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 RANGERCT 57 2 77 4 4 5.83 ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 it ���- �, 'A�t�,■�®��� r II �7 �sn�" � ��� � �� � Q ' ��li; ET�i ■7 6 �' iii? �T � � p0mviRY, �' I �� e • • I� I REEA • • , 3COTT R. COLLINSIZ, -H Lic. No. 035791 a4 NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND .:::::.; ' 'v` SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. :'' _ _ TRP GENERATION C LCULA T1 Ik-In 174 ¢ \T -DRIP GENERATION BASED ON I RIP GENERATION Do �\ LOTH EDITION TOP OF 4" MANUAL _?}:�,9i:}�'.. ir.:,mil•.. \ \ I I ( ) cuRe Li 78 e" (5' MIN.) FAMILY DETACHED UNITS (CODE 210) & SM-9.5A .- ... 2" R SURFACE COURSE \ \ \ \87 SINGLE FAMILY ATTACHED UNITS (CODE 220) 1 1 `�' 13 < 7• INTERMEDIATE COURSE SEE PAVEMENT CHART 4" CONIC \ \ '� COMPACTED AGGREGATE FORDEPTHOFEACH 3000 psi MIN. ,\ >'�',� ACT: 1,374 VPD (687 ENTER/ 687 EXIT) BASE COURSE, VDOT #21A PAVEMENT COURSE / \ �\ YN \ 1\ IN �� /��/ // per/No �i , ; �i��i1.✓�� � ' �/ AM PEAK: 98 VPH (24 ENTER/ 74 EXIT) \, \ \ COMPACTED >' / �, \ i� 1 6" 2 T SUBGRADE 8, /57,/8OR /78 4" 21-A STONE BASE \ (� \ f " \ \ PM PEAK: 126 VPH (8o ENTER/ 46 EXIT) STANDARD CG-6 STONE BASE UNDER CURB do CURB &GUTTER CHECKED BY VDOT PRIOR TO ASPHALT PAVING - ROADS CONCRETE SCALE \�, ,� PAVING AND/OR BACKFILLING. NO SCALE NO SCALE CC-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING' CG_V NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING' HYMAUUC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SPIRE YARDS HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES AREA IN SQUARE YARDS CURB WHEN REQUIRED (CG-2 OR CG-3 N LINEAR FEET) CWB WHEN RECURRED (CG-2 OR CG-3 IN LINEAR FEETI CO GENERAL NOTES DETECTABLE WARNING SURFACE (AREA N RD SQUARE YAMS) GENERAL NOTES., DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) d 1. THE DETECTABLE WARNING SHALL SE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS R A SEPARATE PAY ITEM AND SHOULD 1. THE DETECTABLE WAVING SHALL BE PROVIDED BY TRUNCATED DOMES EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. BE SUMMM12ED FOR EACH CAB CUT RAMP. NOTES: 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED T FOR 2. DETECTABLE WARMlG SHILL BE FROM THE MATERIALS APPROVED M T FOR SIDEWALK SIDEWALK DETECTABLE WARNING SUFADES. PHOOUCTS NOT IRTED SHALL MEET DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET THE WARNING SURFACE OF THE L BE S PROVISION FOR ETA CARDS AND 4R�1 MA% RAMP R 1 MA( RAMP Ih1 MAX THE REQUIREMENTS OF THE SPCCILL PROVISION FOR CC-12 DETECTIBLE 4&1 MA% 1. THIS ITEM MAY BE PRECAST OR LAtt W PLACE. WMMNC SURFME AND SHALL BE SUBMITTED TO THE STANDARDS AND WMNNG DESIGNEE AND SHALL BE GUBARTED TO THE STANDARDS AM1O SPECIAL DESIGN SECTION FOR APPROVIL. \ SPECIAL DESIGN SECTION FOR APPROVAL. T. 2. CONCRETE TO E CLASS A] IF CART N PLACE, 3- ]- 4000 P51 IF PRECAST. N 3. SLOPING SIDES OF CURB RAMP NAY BE POURED MONOLITHICALLY WITH RAMP 3. SLOPING SIDES W CUPS RAMP MAY BE POURED MJOINT WITH RE WITH RAMP M 4'A' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH DOWEL EO BARB. 4. IF RMP FLOOR IS PRECAST HOLES MST BE PROMOED FOR DOWEL SAPS SO W J7 4. IF RAMP FLOOR 5 PRECAST HOLES ARTIST BE PROVIDED FOR OOfYEL BARS 50 3. OOf M A EETCOR LESS �' F� OF O THAT ADJOINING FLARED SDCS CAN BE CAST N RACE AFTER PLACEMENT OF 101 40 THAT MINING BARED SOBS CAR BE CAST N RACE AFTER PLACEMENT OF 101 MAX 6XALL EE PAD FOR M RADIAL COABMATON M PRECAST RAM FLOW. PRECAST CONCRETE SHALL BE CLASS A4. PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A•4. CURB & GUTTER. N 5. REQUIRED BARS ME TO BE NO, 5 X 8" PLACED TCENTER TO CENTER ALONG TYPE A 5. REQUIRED BARS ME TO BE No.5 X 8" PLACED )'CENTER TO CENTER ALONG TYPE A 4. FOR WE WITH STABILQFD OPEN-GRAUED MANAGE N BOTH SIDES OF THE RAMP FLOOR,MD-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SWES OF THE RASP FLOOR, MO -DEPTH OF RMM FLOUR. MINIMUM PERPENDICULAR LAYER. THE BOTTOM OF THE CURB & GUTTER CONCRETE COVER 1Yi'. CONCRETE COVER 1Yz'. SsHMII OF SUBBASEBCO000�RSCES D/JOMTO TIRE TO THE DEPM MOPE 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CAR RAMPS S. CURB / CURB MEN B AND GUTTER SLOPE TRANSITIONS ADJACENT TO CAR RAMPS THE PAVEMENT. ARE INGUOFA IN PAYMENT FOR CURB I CWB AND GUTTER. 'SUN ARE INIEWED IN PAYMENT FOR CURB I OURS AND GUTTER. 'MN 5 5 5. ALLOWABLE CRITERIA FOR THE USE O CO-6 7. OURS RAMPS ARE TO BE LOCATED AS SHOWN ON THE MANS OR AS DIRECTED 12+1 MAX ]. CUB RA1P5 ME TO BE LOCATED AS SHOWN ON THE RMS OR AS DIRECTED 12'+ M IS BASED ON ROADWAY CLASSIFICATION AND BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 1T:1 MAX� BY THE ENGINEER. THEY ARE TO BE PROMMD AT INTERSECTIONS WHEREVER tYl M --�M DESIGN SPEED AS SHOWN N APKNIX A OF AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY A AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HGHWAY FACILITY A' 2" R THE ROM DESIGN MMUA IN TIE SECTION CROSSES A CAR REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CROSSES A CURB REOMMESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, ON GS ARM 6TANOIAOS. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRUR CROSSWALKS OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS ^ AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGNEER, MW SHOULD NOT TYPE 8 M 910WN ON PLANS OR M DIRECTED BY THE EN(RNEER,AND SHOULD HOT TYPE B w BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES.FRE HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL D UNOBSTRUCTED STABLE FIRM AND SUP RESISTANT PATH CONNECTING ALL UNOBSTRUCTED STABLE FIRM AND SUP RESISTANT PATH CONNECTING ML `p JJSi l •N '1 V , .,0 iN' ACCESSIBLE ELEMENTS UI A F B1TY THAT OM PE APPROACHED, ENTERED l'C� ACCESSIBLE ELEMENTS Oi A F NTY THAT CM BE APPROACHED, MAC ACH . `nI i iiY - ' ,nI Yi'Ri` - Y PEDESTRIANS. YPEDESTRIANS.• A-%i'SR PNO USED B PEDES RMS. Av ,�� AND USED B W ( o N N ,y����,KyJ� . rl Yh 1, ♦ „ n, 'fx' X� A V\C"V, B. RAMPS MAY BE PLACED ON RADIAL OR TMGENTIA SECTIONS PRDYIDED THAT iiyJYM� l ' B. RNpS MAY BE PLACED ON RMIA OR TANGENTIAL SECTIONS PROVIDED THAT � l • P,F THE CURB OPENING IS PLACED WITHIN TN EMITS OF THE CROSSWALK AM THE CURB OPENING IS PLOW WITHIN THE LIMITS OF THE CROSSWALK AND _ THAT THE SLOPE AT TIE CONNECTION OF THE CURB OPENING IS T. 12'I NA1( PEP THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 5 T� 12'1 MA( 1 q • D D D ' D • D PERPENDICULAR TO THE CURB S.MH\ .W,X X � MRPENEHCULAR TO THE CURB. 5. MIN \ X •M(YF r S. TYPILµ CONCRETE SIDEWALK IS 4" THICK. WHEN ifE ENTRANCE RMICARNOT Y S. TYPICAL CONCRETE SIDEWAK IS 4" THICK. WHEN THE ENTRANCE RADIICNNOT YY-- O D D D D VIAFFiCOREFERTTO TURNING REQUIREMENTS ECCII'E3MCOMERCIALK ENNTTRAANCDE'((HHEAVYTRUCN 4, TRAFFIC, WEER TURNING REQUIREMENTS CCHREMCOMMERCIAL EICPAT�E (HEAVY 4. AN • - • AT E .2" HIGHER iXM AT .2" HIGHER THAN • D D ♦ D ♦ D • D TRUCK TRAFFIC) FOR CONCRETE DEPTH. � EDGE OF PAVEMENT TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE W PAVEMENT 10. WHEN CURB RMIRS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX ,SAME AS TOP OF CURB 10. MEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, \ AT XX . SAME AS TOP OF CURB THE MIN" WIDTH SHALL BE THE WIDTH W THE SHINED USE PATH. THE MIN" WIDTH SHALL SE THE WIDTH OF THE SHARED IRE PATH. 11 WHEN X ONLY M RAMP IS P R D FOR T CROSSINGS IAG µ TYPE C 11. WHEN Y RAMP IS D F T CROSSINGS (p TYPE G EN N E CURB RO VI R AN DSS G O OI 1. W ONLY ONE CURB PROVIDED OR AN G WHEELCHAIR . 14• HEARING AREA WITHOUT PE PROVIDED M MANEUVER A THEF 4'. 4' PARALLEL & PERPENDICULAR INTO THE HE GOING AREA WITHOUT BE GOING INTO TO MANEUVER A TIS4'. PARALLEL & PERPENDICULAR THE BOTTOM MY OF TIE CURB MO INTO THE AREA MAY I WITHOUT GOING INTO TIE TRAVELWAY. THIS 4'a 4' INTO THE AREA MAY IN LURE THE CDING INTO THE TRAVELWAY. THIS 41 C 8" 2'-O' OURTER MY BE CONSTRUCTEDOF LANOCA AREA MAY INCLUDE THE NUTTER PAN. ALL CA AREA YAY AS R THE PAN. PARALLEL U THE SLOPE OF TflWCAifO DOME TRUNCATED DOME SUBBASE COURSES PROVIDED A RANCG. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 12. ALL CASES TRANNC CURB RAPS INTERSECT OA RADIAL SECTION OF e"-2.4" C-C.e"-2.4" L-L MINIMUM DEPTH OF T 0.NB AT ENT S OR STREET FACTORY RA THE R DETECTABLE 1 WAR AT ENTRANCES U STREET FACTORY RA THE DETECTABLE AT AREA MAY BE CONDONE R MANITNED. WAR INIG SURFACE 6HAL HAVE A FACTORY RADIUS OR BE FIELD O O D O O xl WARNING SURFACE SXML HAVE A FACTORY RA01115 OR BE TILED O Olooyl AT T!E OP110N Oi TIE COMRMT011-MODIFED W RECOMMENDED BY THE MANUFACTURER TO MATCH J.-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCHTHE BACK OF CWB. A O O O O 0 0 0 0 0 0 0 THE BACK OF CWB. O O O O 0 0 0 0 00 o 0 0 0 0 0 -( 0 0 0 0 0 0 0 0 0 0LANDNG RAP 6000000 0 0 0 0 0 0 0 0 0 o ti 0 0 0 0 0 O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 O O O O O O O O O0 0 0 0 0 0 0 0 0 0 0 0 a o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oX-SIX OF AMT fl = Y.-SILK OF T R 0 o D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' iDP DIAMETER TOP DIAMETER DETECTABLE WARNING c DETECTABLE WMNNG c AT BACK OF CURB "d a- AT BACK OF CURB "-t c' VARIABLE FULL W TX F RAMP FLO IML FUL WIDTH OF R FLOW SEE NOTE 12. 8ME pAMETER I D 0 OR SEE NOTE 12. BASE DIAMETER I VM E ALP DETECTABLE WARNING TRUNCATED DOME PAY "urts ( PAY IMA INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME DETECTABLELE WARNING DETAIL INSTALLED ON A RADIUS DETAIL DETAIL �N/DcjT- SPECIFICATION XAJ�T SPECIFICATION SPECIFICATION A\ F CG-12 DETECTABLE WARNING SURFACE REFERENCE CG-12 DETECTABLE WARNING SURFACE KOF FNLF REFERENCE COMBINATION 6" CURB AND GUTTER ROAR Alta BRIDGE STANDARDS ROM ANO BRIDGE STANDARDS ROM AND BRIDGE STANDARDS SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 105 SHEET 1of 5 REVISION DATE (GENERAL NOTES) ID, O5 RERSION DATE SHEET + a 1 20305 O]/15 VIRGINIA DEPARTMENT OF TRANSPMTAMN 502 203.05 OT/IS 50) 502 VIRGINIA DEPARTMENT OF TRMSMRTATION 2010.1 VIRGINIA DEPARTMENT a TRANSPoRTAiON CS-2 W., I, LIMNS OF 1;1 TAN ® _ _ _'T'" ® LIMITS OF PEDESTRIAN AC 55 ROUTE ACCESS ROUTE UNPAVED SPARE NON -TRAVERSABLE UNPAVED SPACE WIDTH OF tM=7 i WI 55 ROUTE R NCI -TRAVERSABLE .' LNCESS ROUTE iR PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS READ ED F THE UNITS OF PEDESTRIAN OCE55 ROUTE EXTEND BEYOND EXISTING MR PROPOSED VOOT RIGHT -OF W I`LSVI PEDESTRIAN ACCESS ROUTES PRANCE A CONTINUOUS® UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT . [, • O. , p PATH CONNECTING ALL ACCESSBLE ELEMENTS OF A HALF PLAN N� FACILITY THAT CAN BE APPROACHED.ENTERED AND USED By PEDESTRIANS. ","-"• ! IF PEDESTRIAN ACCESS ROUTES III WE BEING PROVIDED,A MNMW 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 29 CROSS SLOPE. SECTION"B-B WHEN USED N CONJUNCTION WITH STANDARD CG-3OR CO-7. THE CURB FADE ON THIS STANDARD Is TO RE ADAPTED TO MATCH UNPAVED SIDEWALK SPACE PARABOLIC THE MOUNTMLE CURB CONIWRATION CURVE •'>. e. ® ® -e• NORMAL CUTTER ® ___ -- x. • G. 4.r -O• - -Y x x .p. . !. .A. 'O. Pb e4 bo4'N4'? SUDS iO WS CHARGE Qe"en a•"• "C-C �44 Rb 4q4 .4�Po e: bbg lJ". 5' " SECTION W' AGGREGATE BASE ALMS Al (IE.S.)CWC. TYPE 1512E 28 2•.0- y.'0. 5'-0" ®POINT OF GRADE CHANGE-�--`-� 12% MAX. SLOPE FOR CURB AND CUTTER ONLY E �. •>. n x x 12 X MAXIMUM INCREASE N SLOPE AT MINIMUM W' INTERVALS 4. FOR SIDEWAK CURB MD GUTTER BUILT CONCURRENTLY x i x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST IP INTERVAL MO , .>, • u. 8 R MMMUM DECREME FOR SUCCEEDING MINIMUM 10' INTERVALS T SECTION A -A SECTION D-D XVOOT STANDARD ENTRANCE GUTTER SPECFWATION REFERENCE ROM AND BRIDGE STANDARDS I VIRGINIA DEPARTMENT OF TRANSPORTATION I 50P SHEET 1 OF 1 REVISOR DATE 37/15 203.03 105 RM12 NOTES I. THE ITEM YAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO SE MASS M F CAST IN RARE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CAST WILL SE PAID FOR AS RADIAL CURB. 4. TIE DEPTH OF CUR MAY BE REDUCED AS MUM( AS 3" UW DEPTH) OR INCREMEB AS MUCH AS 3" 921" DEPTHI IN ORDER THAT THE BOTTOM OF CURB GULL COINCIDE WITH THE TOP OF A COURSE OF ME PAVEMENT SIBSTRUCTIAE. OTIERWRE THE DEPTH R i0 BE R" M SHOWN NO ADLIB�MENT N THE PRICE ND R TO BE MADE FOR A DECREASE OF AN INCREASE N DEPTH. 5, CG-2 15 TO BE USED ON ROADWAYS MEMO THE REQUIREMENTS FOR CG-B AS SHOWN N MPENION THEES A OF TVOOT ROAD CGN MANUAL, IN TIE SECTOR ON GS URBAN STANDARDS. STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRABPORTATION * 273AA' MIN - 28�A" MAX RAIL HEIGHT I 3'-VAIN' 3'-ly, 3'-IV, 3,_1y . {--f� 2" R lTIX,WI.Y /?lAv/." y/w"ia�s'• �v� A. a III III e e' D' TD•' ND ,• wIFMs D.;'e.�•D GR-2 GR-2A 0' e' W-3" POST SPICING) (3'-P/i' MST SPACING) N{ D WAS DYNAMIC DEFLECTOR - 3' MAX DYNAMIC DEFLECTION - 2' .• ;•., e•. IMSE D•LT D•LTD A .'A SUaBME NOTESL MARGINAL LOCATIONS SHOWN ON PLANS ARE MPIRO%IRATE ONLY MD CAN BE ADJUSTED MIRING CONSTRUCTION F AND M OREcreo er THE ENGINEER. FOR DETAILS OF POST AND MOCKOUTS SEE SHEET W. SOLD& • OPTONAL M_2A METHOD : OPTIONAL OR-2A METHOD LEND TESTED PEAL USING ADMTIONAL PEAL M BACK OF POST FOR DETAILS Of RNL ELEMENT RAIL S. WE JOINT, HE1 RAILASSELEMENTS TS ME FAMISHED SEE SHEET P CURVED OR 501E . FOR RESTED RNL IA MOOCHµ PEAL IS PLACED ON BARK OF POST PEAL EENN5 FEET ARE FWNISHEO SOP CURVED FOR ROI FOR W-2A THE PORT SPACING WILL BE 6'-3". BETWEEN S FEET AND 150 FEET. ILL CUANDRAL POSTS SHALL BE SET PLUMB. PAST SMALL NOT BE SET WITH A VARIATION OF MORE THAN I" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS. AND POSTS SHALL BE SET AND HONED WITHOUT ALTERATION OR FORCE, M PER SECTION 505 OF THE SPECIFICATIONS. ALL 011-2 AND 111.2A RAL L BE MAINTAINED AT A HOWT OF 27Y4" MIN - 28 !' MAX M MEASURED PER STANDARD GR-NS. ALL W-BEAM RAILS SMALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FIMRHED ROADWAY. THE OPTION& GR-2A METHODS OF NESTING THE RAL OR USE OF AN ADDITIONAL PAL ON THE BACK OF THE POST FOR STA'NDMD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY AD MPH SHY LINE L5 FLARE RATE FLARE RATE TO 9' ME ISE x 60 8' 26:1 1H1 50 6.3E 21=1 111 40 5' 18A B�1 W 30 Y 1!H T1 . A -`I (ROWS TO WE x. STREET APPROACH SAME SURFACING I M IMMUNE ROADWAY (SEE NOTE 6) SHOWN ON RABBI 8i G G I} I ------- I I RADIUS TO BE AS / RADIAL CONENATION SHOWN ON MANS) / CAR AND DOTTER Cc-6 ISEg NOTE » SDEWALK I a <SEE NOTE 2) 6„ ---- IOFEEONAL6" FLOW LINE-� EXPMSON EXI JOINT JM NOTE: WON "B" 2'-0" OR AS O' MAINLINE ROADWAY SHOWN ON TYPFAL SECTION. AtI PLAN VIEW MMEIRE ROADWAY SLOPE 10' PARMOLIC GAVE EDGE OF SHWULDER OR B X MAN. D WnoNAL Maw LINE stoPE CHANCE MNLINI ROADWAY ---- ---- ----- SLOPECHAN(E - - - D •iNi4Li FOR SEW ICU MMMM1 ,IOC RMIt -ROW BARRIER SYSTEMS. A COPY OF THE ORIGINµ MALED MO SIGNED DRAWING IS ON FILE N ME CENTRAL OFFICE. SPECIFICATION SPECEICATON ROM RAID BRIDGE!6TMDM05 ROM AND BRIS MpAADs STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REFERENCE REVISOR DATE SHEET 1 OF I LT,7 SHEET 1 W 2 REVISION DATE (STRONG POST SYSTEM) bs 502 Solo OB/14 VIRGINIA DEPARTMENT OF TRANSPORTATION GENERAL NOTES U WHEN M-11 B USED FOR STREET CONNECTIONS THE CORRECTION MITT BE DESIGNED N ACCORDANCE: WRN AMNTO POLICY AND THE APPLICABLE REOUIREIERTS OF THE VDOT ROM DESIGN MANDAL.MCLUOING EIGHT DISTANCE MOUREMENTS. 2. WHEN THE ENTRANCE RON CMINDT ACCOMMODATE THE TLRNM'G REOUIRENENTS OF AMOPATED HEAVY TRUCK TRAFFIC, TIE DEPTH FOR BMW" M CURB RAPS WMN THE LIMITS OF THE RMISHOULD BE INGEASED TO ]". 3. WHEN USED IN CONJUNCTION WIN STANDARD CG-3 OR CO-] THE CURB FOE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE OURS CONIRURATMR. 4. SEE STANDARD CC-12 FOR CURB RAP DESIG4 TO BE USED WITH THIS STANDARD. S. OPTIONAL FLOWUE MAY MOORE WARPING OF A PORTION OF GUTTER TO PRECLUDE PDMDNG OF WATER. ENTRANCE NOTES 8. PLANS ATE TO NMCATE WHEN CONSTRUCTION OF A FLOW LINE R REQUIRED TO PROVIDE POSITIVE MRNVACE AA055 THE ENTRANCE. ]. IMMUNE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LIRE (EXCEPT MY SLBMINDE STM6JIATXR REQUIRED FOR M/NLNE PAVEMENT WHICH CAN BE OMITTED N THE ENTRANCE.) B. RADIAL CURB OR COMBINATION CURB AND CURER SHALL HOT BE CONSTRUCTED BEYOND ME WIT LINE EXCEPT FOR REPLACEMENT PURPOSES. S. THE DESIRABLE AND MAXIMUM ENTRANCE GRACE CHANGES 5'MM.� CO.MERDAL ENTRANCE ox ARE USTED N THE ALLOWABLE ENTRANCE OWE TABLE. THESE VALUES ARE NOT APPLICMLE TO STREET M CONSTRUCT GRAM CHANCES WITH A PARIBOUC GAVE. CORRECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES /' J/; �• 6 1�F�F----t ENTRANCE VOLUME GRADE CHARM 0" DESIRABLE W%&IIIY HIGH MORE TINT 1500 M 0 % 3 % MEDAON 500-1500 VPo 53 X SIX LOW I LESS THAN NO VPD sex BX .. .. CLASS A3 NOTEr ALLOWABLE ENTRANCE CRANE TABLE R NOT (NEST - -- APPLICABLE TO STREET CONNECTIONS CONDEIE��I. _ SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REV BAD, VIRGINIA DEPARTMENT OF TRANSPORTATION 203M zJ J_ ® NHL L0 01-0 z U I W ul'D'^ VJ w z Lu ® U) J L-u 0.F�/ 0 C] N u Q O 1--I Q co ZD^ U) G W /I� W z J �I Q -I 0- L~u W ,.AJ� W H (I) Lu J ~ Q O H 00 MI TI U O co J H O W OLU H- O W d � JOB NO. 182150 SCALE AS SHOWN SHEET NO. 13 ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-8OO-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3'5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BYTHE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BYTHE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 1S. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 Al INITIAL BACKFILL q MI UNSTABLE a- B.. 8. SOIL -, MIN MIN. MIN MIN. #68 STC `�_ TziRANULAR FILL AS >;.. �APPROVED BY ACSA ` 5 bCK' Z STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TO-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -�1D'f� ID•i�- sew WATER SEWER 3 A a c LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM Y SEE PART 3, PARAGRAPH ➢j SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 PLACE 5' GALVANIZED ' WITNESS " POST WITH ENDS PAINTED BLUE IN REMOTE AREAS o 111CAPPED AS DIRECTED. MARKER LOCATION MAY BE SUBJECT c TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 I ADJUSTABLE VALVE BOX W/ LID z U 1 a 2 N Y M.J. GATE VALVE WATER LINE 1,. 1I 2500 P.S.I. CONCRETE .8 4 2'x 2' BEARING AREA. THRUST BLOCK.d. . 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 151/2" E.II.W. 1574 CAST IRON CLEANOUT FRAME AND LID 101/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT 7 1/2' AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS - 7 1 PVC FEMALE CLEANOUT ADAPTER WITH INVERTED NUT SCREW CAP OR f ., FLAT SLOTTED SCREW CAP III KOR-N-SEAL No, 5406-10 AVIS* * WITH 10 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDING 45° BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE SANITARY LATERAL WYE Y- - - - - - - - - - 'A y�����^ BOTTOM OF TRENCH SECTION -A' il� SEWER _ A CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OFWAY A V FUTURE �- SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) rAST CLEANOUT FRAME FRAME AND LTD n II N Y I I I _s L�.E SEWER LATERAL A A CONCRETE 45P BEND COLLAR za" - -------PLAN VIEW -------- STANDARD SANITARY CLEANOUT IN PAVED AREAS WIDEN TRENC op ACCOMMODAI '�"- ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L I H I T L H T 90 2.50 2.50 3.01 0.24 4" BE 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 9" 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2,16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" dt 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, Z. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT, 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 V MAPR S W " 31e MIRE PIPE COUPLING OR APPROVED EQUAL T Y TYPE'N' SOET COPPER USE FAMILY RESF01( L ERMCEEO R MA VIAL RE9DENlIAL ORRSERA AND IRRIGATOR I AND IRRICARM SFRNCES TEE MOM NO SYFATED MINES 1• DUAL SERVICE R 1' CWPRE$$ION . 3/A• MAZE PIPE COLPLING CR APPROYEO EWLL yJFT CCPPER (D FOR USE W OETACIED SIMMS FAMILY RESOENTAL SERNCE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE Marc. 1) SADDLES SMALL BE USED ON P\T PPE. EAST IRON Uo FlNISNED MADE LOCNWNC BALL METER µUT Box W TIEO ]B' YN. COPPERSf 11ER I/8 WND GWPLMI y S METE CORPI STOP BEEN AS NECESSMY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 2- FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION "BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NITS FIG. S-1-B TD- 27 Top View 6" MINIMUM A4 4' MINIMUM A S a. 4" MINIMUM 4HEI d a A d NOTE: RESTRAINED JOINT FITTINGS. - - - - Side View 42" Minimum - - - '.a. CertlBcatlon of 95%L C .I compaction required d q I Iq 4 Galvanized Steel Beam, 4 W12 x 14 (min. size) 3' min. penetration into undisturbed 45 soil , or as approved by the ACSA. I I If \\"/) TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED, E_ (TYPA DROP MANHOLE PVC CROSS p \L\ USE APPROVED FLEKIOLE RUBBER ROOT. 3 e r •' "- GASKET STOP COUPLING P= zr ' _ DROP PIPE PIPE STRAPS ,;1f��. (STAINLESS STEEL) ' a= SPACED EVERY _ 2' VERTICALLY 90- RESTRAINED BEND AK; 1 SEWER INFWEW ♦ .. PIPE f� • > f. PLAN PROFILE MIN, 6' HERDING WITH N0, 69 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA BUT SMALL NOT BE LEA THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTEDTO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SMALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE IW OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-Cl TD-30 �E q � 4 9i WE R 8 U EE E 0x �d E Es �a L-1 P n aEi Ea �Eo y0O d $ Q bSE NA. P L�i S umw " H E 2 �w d o U -_ m E E i'J• -E , E U n0 E �n� E n� O 5 o O g ' E �n o f '° E o F EF LU • i N nm ULU 0 O TYPICAL MANHOLE FRAME & COVER RT.S FIG S4-D TD-31 FINISHED GRADE ]Tl- FF 1T1Ti ITli i7L fT=Tll TRENCH REDUCER f -s e r2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - - UNDISTURBED SOIL a-- $ ___ - - - - - - - - - - - - - - - 18' MN VIEW} PROFILE UNDISTURBED SOIL - EDGE :.. T --- OF TRENCH- .. 247 MR ------- -I----- ---_ d REDUCER IF MN e -.a. 2500 P.S.I. CONCRETE THRUST BLOCK 8„ MN A ----------------- f� -- C ------------- UNDISTURBED SOIL -EDGE OF TRENCH + 2d MN NOTES: pLAN•MEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D TD-7 COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD 18" METER BOX 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 01 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECDON SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 1 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER few OF 3 FEET. SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WTH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 27 TO 10' (270') CU FT. 18"-22"VALVE BOX g68 STONE 42"MIN 6" GATE •�C •�., VALVE B" X 6" TEE 2500 P.S.I. CONCRETE ` I BASE AND THRUST BLOCK AGAINST "-•' \\V'I UNDISTURBED STABLE SOIL STEEL PILE III WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FlRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVNUNG GROUNDWATER ELEVATION, IF REQUIRED TO BE IN NET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 FINISHED GRADE I I I �I I I III I I I I �I I ICI 11- AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE RAIN TO GRADE F POSSIBLE ~T III EI , =11I-=LH771 I 1=1 III BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP NOTES: 1 A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL HE USED, 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.N. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION I INTIAL BACKFILL* (s" UFTS) EMBEDMENT* 48-MIN THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPEMECHANICAL TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-33 TD-34 (COTT R. COLLINSIZ, Lic. No. 035791 h> Z Z O d LU ❑ Z O J Do 1n J O y ^� UO > W F Z •`7 W W z 1 _ Zcy) 0) 1--I M > Iiy� I W (V WN N W W W Z_j J_ > C6 w z �_ H Q mooL9 a- LU I L 0 LIJ06 U ~�/� U) V / W W I J ~ LYLI Q O U z �1 LU I ZLU 00 IIIIIIIIIIIIIJ ~� U LU CID Of V J C:) O H U O O L J LU ILI r M�M ~ O W w Qc x a JOB NO. 182150 SCALE N/A SHEET NO. 14 ` I PRE-DEVELOPMENTSWMPLAN: _ I� SCALE I"=160' 1 I \ I \ \ A� J l _ I \ I t I vI I / I LIMITS OF FEMA APPROVED � loo YR FLOODPLAIN / — — ♦♦••■■u♦♦♦ �, �� I PROJECT BOUNDARY (TYP.) 1 o °° 1 / POI #3 /� ♦♦ ■ v o/---- - 1t O o ao A :- V — / ♦♦ i POND #2 ♦ / owl- �/ ®® !® ■ LOCATION OF PROPOSED ♦♦♦♦� �/ �� 1 / ° ® / s ` / �•:••••■■■ : : LEVEL lI WET POND SUBAREA 3 / ®® '. ♦♦aa. POI #z .•••••♦♦• ♦• : CN-55.0 ; \ somso N �u� ♦♦ ♦♦ ®®�� v 1. y ♦♦ ♦ ♦♦♦ - - \ O ® ♦♦ SUBAREA 1 ♦ ♦ \ \ O ° 11 p ♦ 6.53 ac ♦ ❑.'I L - ® O ��{ ♦ CN=55.0 ■■■rr■■rrrrr■�•♦♦ ••• •■■••■r■■■♦♦♦■■♦ ♦♦ ♦♦♦♦ \ ���///'``���VAA 1 ® V ® ♦♦� Tc-0.15 hrs. •♦• ♦ •••■ ♦♦♦■♦ ♦ / ® 1 I / o , ♦i —09 III 1 1 \ \\ I ( ♦♦♦♦ '"♦ \ / �in■p !' // // J 1 \ / ♦♦ PROJECT / / ♦ / / k / / / SUBAREA ♦♦♦ - BOUNDARY (TYP.) Tc=0.19 hrs. � � ♦♦ �j/////jl)/IIIII \—�.---__�//�': II ♦4■■■■u■■u■■■ .!l- i \\I ,� \ If / / r I it + ♦ ////,//(/ / \ — ,—� i / / ,J I __�- I PROPOSED- ' / _GREENWAY TYP. ALBEMARLE COUNTY �1 / ✓ / - PRESERVED STEEP SLOPES dr,' V ■ \\IIII � \ 110 I((hlIo 4 j 1 I ®/I ♦♦' \\ \ ALBEMARLE COUNTY ♦R \\\ \ \ / / — / / a' ' / MANAGED STEEP SLOPES),'' ♦ %� 11 \ 1 \ J \ Ar o ♦ I„ (� 1 \ _ `. ////''�„ ( \,' / \ \ General Construction notes for Stormwater Management Plans �� : I I I 111\ \ _ /// \ \ i. All dams and constructed fill to be within 95%of maximum dry density and 2%Of \ � # ■ I � I (. 1 �•//�/ //, � ` � \ / \ \ optimum moisture content. All fill material to be approved by a geotechnical o ■ \ !-' \i` ///, // \// \ \ engineer. A geotechnical engineer is to be present during construction of dams. o ■ PonlD al\` / '/� :' \\� h \\ \\ 2. Pipe and riserjoints are to be watertight within stormwater management facilities. /// Q ■ 3. For temporary sediment traps or basins which are to be converted to permanent , stormwater management facilities; conversion is not to take place until the site is o ■ ■■■ / /� \ , stabilized, and permission has been obtained from the County erosion control ♦♦♦♦♦■■ �/ ��, `v inspector. , ♦ i C\ a � •♦ / I EXISTING STREAM (TYP.) POT ® ■ ♦• _� / / / \ /'. ' / I I O LOCATIONPROPOSED II I ®° ♦1♦♦♦ LEVEL II WET POND c III "'.,-' o® ✓ - ° �. :: ¢.�/��f{� 1\11 °O ®�O�°�O P'OLOGR " '® EXISTING WETLANDS (TYP.) - - / ,. ,',y i (/Il/ll //,/L _ _ 1' _ _ _ -I RDA: / - \ �.. / J11II IIII I I �I/I (VARIABLE WIDTH) ® \ ` 111 _ j, i o'I\�I \\\\\ \\\\ \\\�\\\�\ f. 1 \ \ I 1 — I I \ \ I 1 I \ I I \ \ \\ \ \\ \ \ \\ \ I \ I I \\ J / 1 /I \ J I I � // 1 I I I \ \ \ 1 / °o®® \ — \\ Unca tured Overland Runoff Post -Development impervious Area Summary POST -DEVELOPMENT SWM PLAN: a p p Y it \ / SCALE I"=160' Buildings & Patios/Decks 63,918 sf -Block 16, 17, & 18 �/ j�� ' v sf Subarea 1 63,918 sf Roads & Sidewalks 271,107 sf _-- Buildings & Patios/Decks 275,706 sf Driveways 69,416 sf 616,229 sf Subarea 2 Roads & Sidewalks 63,285 sf Buildings &Patios/Decks 62,964 sf Driveways 13,112 sf 139,361 sf Subarea 3 / /// Roads & Sidewalks 99,760 sf Buildings &Patios/Decks 102,078 sf \� \ �/ ✓/ / // / Driveways 31,sf 232,8585 4 sf / A V A / If / I I \ V / / i ✓ // /� v 1 Av ! C3 // PROPOSED FLAT VDOTCLASS II COARSE AGGREGATE OUTLET I / -------�� PROTECTIOBE 1EY'N w/ GEOTNm EX. EXTILE FILTER FABRIC UNDERLAYMENT. ALONG PERIMETER. FABRICTO OVERLAP RLAPAMIy IN OFvMENT. I \ / / 1 -� V LIMITS OF FEMA APPROVED 1 \ \ u_ / / �'� \ / _ PROPOSED SLOPED VDOTCLASS II RIPRAP LINED loo YR FLOODPLAIN I I \ \ _ _ / / / W CHANNEL w/GEorexnLE nLTER FABRIC UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. / RIPRAP �— GROUND MIN. AT ALONG PERIMETER r xew�P 1 I ,� ' \ x ■. 1 PROTECCTION w/GEOTOEXTIILLE FILTER FABRIC UNDERLAYMENT? PROJECT BOUNDARY TYP. ( ° FABRICTOBE KEYED INTO EX. GROUNDS MIN.ATENDS& �/ ^" + ,------- -- / '; �- _ 4I /,._/�. ��I �♦ N. \ ® ALONGPERIMETR. FABRICTO OVERIAPA MIN. OFTis PROPOSED LEVEL PROPOSED SLOPED VDOT CLASS II RIPRAP LINED —YJ� .i POI#3 POND TO PROVIDE !" ,°: t 4 it �n.. ■� CHANNEL./ GEOTEXTILE FILTER FABRIC �✓' _+I ,STORM WATER QUALITY&. ' . . .� O \ / ® ® I RIPRAP UNDERLAYMENT. FABRIC TO BE KEYED INTO EX SWAIP GROUND 9"MIN. AT ENDS&ALONG PERIMETR ° o I/ O / ° O / ° PROPOSED CONCENTRATED e r ,UT FALL #2 (TO POI #2) ✓ / / +•��• i v \ T ®®°o® POI#z • ■'••• "♦♦♦ •• • ♦�, ` ■ ®®° ol, . ♦■yA♦K 9111% ynrrnrrr•• �� L ♦ I 5.78 ac. \ O ® CN=81 I ■ ® IL • Tc=0.11 hrs r ' O 11 ® 1 ®® 11 ys♦ BLOCK 16IL II ■ l/ ARE M% ®I \ 19 1 o •� • I ■ �� J 4 �/ ♦M■■♦•r / ® ® N i R O " SUBAREA 1 27.38 ac Tc ).13 hrs.' n 1p b yM rr _�Will � a{% 4 �fillll ti ICI ♦ l ■ ♦I 417 ♦O PROJECT / \v BOUNDARY (TYP.) �v IT "/ IP I ,♦"" 3 BLOCK 17 t'i t.„„� / //'�'I� I I 1 'PROPOSED GREENWAY,TYP. ALBEMARLE COUNTY PRESERVED STEEP SLOPES N STORMWATER MANAGEMENT NARRATIVE: \ OVERVIEW q a (';\I, \\;�` �� =" ,�• m;��� �� �-'y\ ` THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS PROVIDED TO MITIGATE THE IMPACTS FROM THE PROPOSED IMPROVEMENTS. THE STORMWATER MANAGEMENT PLAN WILL 7 COMPLY WITH PART IIB SWM REQUIREMENTS. WATER QUALITY SUMMARY ALBEMARLE COUNTY THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET THROUGH THREE BEST MANAGED STEEP SLOPES MANAGEMENT PRACTICES. THE BEST MANAGEMENT PRACTICE OF INSTALLING CENTRALIZED LEVEL II WET PONDS WILL BE IMPLEMENTED. THESE BMPS WILL TREAT THE BULK OF THE PROPOSED RESIDENTIAL ♦ + w °µf"� J \ \ DEVELOPMENT. DOWNSTREAM FROM THE DEVELOPMENT THE PLAN PROPOSES THE BEST MANAGEMENT + x l _ /o ♦♦ , � _ _ '� �� / \ \ PRACTICE OF PRESERVING OPEN SPACES. A RECORDED EASEMENT WILL BE PROVIDED PROTECTING THESE 1 v'® ♦ h • 1� / \ / \ AREAS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT. THE REMAINING / \ ' vR ' M; ' ` \ / \ WATER QUALITY REQUIREMENTS WILL BE MET WITH THE BEST MANAGEMENT PRACTICE OF PURCHASING ° ' NUTRIENT CREDITS. � c ;p / \ / IF ■ E WATER QUANTITY SUMMARY THE PROPOSED DEVELOPMENT OUTFALLS IN (3) LOCATIONS IMMEDIATELY UPLAND OF VARIOUS EXISTING ® ■ 1* / \ - CHANNELS. PROPOSED WET PONDS WILL BE INSTALLED CAPTURING THE VAST MAJORITY OF THE NEW %h e ■ POND #1 I, / / \ \ RESIDENTIAL AREA. THESE FACILITIES WILL PROVIDE DETENTION TO MITIGATE THE IMPACTS FROM THE o �.'. ` / ' \ _ MAJORITY OF THE PROPOSED DEVELOPMENT. CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH I ° ■ "r \ / IN 9 VAC 25-870-66 WILL BE MET WITH THE FINAL VSMP PLAN. PLEASE SEE THE FINAL VSMP PLAN & ASSOCIATED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS. °° � ♦ / EXISTING STREAM (TYP.) 11 POI#1 ® ♦�♦• / ���/; /�� // \ �_. ■. ♦♦ PROPOSEDV!L II WET Ili/ ® �� ♦ POND TO PROVIDE // ! ® ■♦ STORM WAT QUALITY & O I. .' QUANTITY TREATMENT \/ PROPOSED CONCENTRATED EXISTING WETLANDS (TYP.) 1 11 I A\vv\ / I�IIIIIIII ��- --�- 7Q® — !J, PROPOSED SLOPED VDOTCLASS II RIPRAP LINED I I IIIII IIII / \ �.'.'I I \I IIIII (\ 1 \ \�\\\�\ CHANNEL w/ GEOTEXTRE FILTER FABRIC I\ 1 'RIPRAP UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. - , \ \\\\\\ \\` \I;\\\ \\ \\\\\\\\, , / \\O\\\ \\\\ cWp c GROUND9"MIN. AT ENDS&ALONGPERIMETER. `����� �` / \" \\\ \\\ \\\\\\ \\ - _.._ / „\ \I I / 11 +_•. NO"AGF\\\\ IIIr /� PROPOSED FLAT VDOTCLASS II COARSE AGGREGATE OUTLET /UNDERPAYMENT. /� i PROTECTION. YEOTE%TI LE FILTER FABRIC — \\ \/ FABRIC TO BE KEYED INTO E%. GROUNDS"MIN. AT ENDS& O\\\\ l)ll'/))J ALONG PE R I M ETE R. FABRIC TO OVE REAP A M I N. OF 9' ®®® _ \\\\\\\\\\\\\ \\\\��;////� ✓/// I I) III l;ll l/ ll /l °°�.0000 \ \\\\``\\\\ // , /,I �I III \ ,IIII /ii l l/ ll/ / / \\ \ °i� / A----,00000 ®A1111■r�IYIl'w�,Ml�'�R�il■ SCOTT R. COLLINSZ Lic. No. 035791 ,a z O O,B on Z w Z L On Z J o a F■1 U) ~ � z W W W L9 Z W W Z L9 Z Ul Z J J U IONAL Q O 1--1 m U) w 0L 06 Q a- W U 0 00 1 JOB NO. 182150 SCALE 111=160' SHEET NO 15 Conservation Plan Notes: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND,OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND. PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7.. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER SEWER ELECTRICAL CABLE TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED BY THE COUNTY ENGINEER THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH \ V A LOT e4" LOT aye / LOT 138 LOT v4= W Lor=37 I `v:. .� r�l C ` III 1 �.I ..\ I I ILows / /\ \ - - I �' \ / / �♦ '\ + LOT°43 THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS W ° W W W / INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9 SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES TO BE - - + / /�/ LOT ra / PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME I SIZE Q UANTITY CANOPY I TOTAL CANOPY TREES ASL ACER SACCHARUM'LEGACY' LEGACYSUGAR MAPLE 2-1/2" cal. 12 195 2340 NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 8 123 984 UAP ULMUS AMERICANA'PRINCETON' PRINCETON' ELM 2-1/2" cal. 9 397 3573 CIS C! UERCUS SHUMARDII SHUMARD OAK 2-1 / 2" cal. 187 329 61523 U N DE RSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. 12 124 1488 CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6' ht. 4 124 496 JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 35 16 560 MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6' ht. 41 113 4633 PT PINUSTAEDA LOBLOLLY PINE 4-5 ht. 8 207 1656 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. I 153 JGO JUNIPERUS VIRGINIANA'GREYOWL' GREYOWL'JUNIPER 24" min. 109 NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 118 PAT PEROVSKIAATRIPLICIFOLIA RUSSIAN SAGE 24 min. 10 TOTAL 77253 I I r / O SCOTT R. COLLINS�ZI / U Lie. No. 035791 / IONAL E�C't / z O a � Q PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON y . W W W / \\\ /' a. / P BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12' DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. / i, "� w w ". \ //,% \• OVR� - - -- w 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION - )� ��- + ° NOR �LR)`Nl _ O MEASURES REMOVED DURING THE FINAL CLEAN-UP. J W \ \ P. UBL / '^ - - / O O CONTROL PLAN ME Q DT=34 \ \ 4P + CIS STREETT / r %l + / ALONG ROAD LR LU PROPOSED LIMITS OF CLEARING :YP.) - / \ I LOT=s, � _ 1 -_ PROPOSED GREENWAY (TYP. � I ,III III I LOT=o= LOT aM >� A, A W 1 ,-. I I� ROAD J/ A L I III I II tlI Ij 30/ 'FORESTE D/R' \E PLANTED BUFFER LDTn4 ❑ -i 1 A \ ';, 1 _-.I s _ J`= __• -L____ `/ /'. / -/ / * •• may. - - I- / , _- \ ,/ / II. - I LOT,s3. r. // T/S �S4 P�B�/ _ I ° 1C RI"_ ... ,.. - / /� 1 i LOT:.=" I I� : I r I , I,'. pUB` :\ ,.x T, / / + \\ _:1 1 1`-------- I.i I�i.. LOT / i � _ I I PEN SPA E., _. _ 1 , .LOT 94 /, i _1 1 I 1 , \ LOT 12 LOT . I TOTLOT \\ / • 1 \ + \ LDT 7s <,� �- --- - I , Lor=°z , / I ,/ / - � /�:� � PT (TYP.) Mee INO PLAZA r T ,, ,-r'', t •Lor 43 \ \ \\. 1 \, ,' \ 1 li r I \ l ll ,"' ,' ll/ i /% Q�S\1- r / � � � / \ LOT , I 1 P. 1 •. ,-- 1 I Loran � 1 , \ r�, ,-, 1 I I -. � - --- \ \ \ .. � +.. � r � � 1 \ _ LOT vv3 I Y LOT,, 1 LOT 4a ' I', � I. 'L� , x \-y.: - __ __ __ __ I. _ - - .-- Q I 'a I i:ar:°o. , / / ( \ \ 3 / + ' • � � ' / r / Lonna I \.',. \ \ <\ f„\c\ .I\ MV (TYP.) I I N D (TYP. I I II I \ or47 9I -(z1) 05 STREET TREE \ \ \ i / i l 1 Lorn LOT39 _ _ I I ' LOT vxa ', I+,. 4 J_ \ LOT79 I LOT» -= I ALONG. ROAD K \" ' I -1 II J — — (z )QSSTREETTREE I -- _ :-- vJ °LOTtt, l M\ TYP. - 5 _ JV (TYP.) (. ) <,•, ��I T- -' L i (ALONG ROAD H 11' 1 1-.L -.L II -. - LorE" -- _ _- 1 w77 � + : 1 '' - ,'4 1�11 .Lor=3\ �E \ ' .y � I I, '�I II 1 I LOT36 1 I 'I _ I - - T - L _— _ ___---- +I- -T- ,k`"s _ _ . \\\ r \�/' s' \\ � NOTE: ALL LAND APINF,WITHI THE STRET T � ' IT I I �' --- I ----_-_. i T ioT its , 1 \/ r i --, I -- j DTa= _ LOT \ / / RIGHT-OF-WAYS SHALL BE INSTALLED PRIOR TO THE F11 >: r✓ %/ + i' ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY m a�- LOT / aoo6lj F _-=1 11 i 9 -\I - CIS I. ;I \ \/ _ _ _ — (35) - OT==s \ FOR A STRUCTURE IN BLOCK 18. p I. 11-.---�..11 �I _.=T- y I - T --- _ LoTee 'I I: p' IALONGROADII I d ,I. Ilil. I. Lor ss it I I C(_ (TYP.) (I I I � I— -. 1 - _ -- - - - I Lorv.a , \ \ \ *i -✓'`' \. ''�. � � I BL CKi6'I I K'1 z T = - - - - ---1 CFAS (TYP.) S V. r-- i. i. - \ ✓ </ „ / DOUBLE STRAND #iz GAUGE WIRE J LOT= --i 'I LOT e3 --' ij� y c' \\ /� WITH RUBBER HOSE & TURNBUCKLES LOT ` _ - _ �_ I ASL (TYP.) i n / I T V' ✓ ��� / Ili — -- W T I} T.. c \ �r \\s' LOT=e3 \ y,:xT HARDWOOD STAKE • LOi L d. ,-_ LOT 66 : I i 1 i • / \ / " / \ CUT& REMOVE BURLAP FROM TOP I Dr ¢ ', \ ` / \ ASL TYP. S TYP. I _ I 1 1'y _ LOT s% __, I r LOT 84 II b , / ( ) � ¢/30F BALL AS SHOWN Ir J LOT es 1 ' i. i I _.—�—i I ' " ] I _r — yl :i L / ✓ ,� / .' ,\ \\\ LOT a64\ � \ SCARIFY SUBSOIL TO 4" MIN. DEPTH -}- — --' — 1 i I ``- � / A V,,, �• MULCH SAUCER PROPERTYBOUNLOTs3 --* ores — — FINISHED GRADE i _ I , _ - - / \. \ :,' AP (TYP.) TREES UPTO . R LA SHALLBESTAKED. TREES 4" CAL. i ---- ,-- I BE Of i; r'//�. \ , , \ \ �' GUYED WITH EQUALLY SPACED I _ i I .. 3 '__.------✓-- H- V —I l�/ ✓r��:' r ' /\ — v HT TREE TWISTED, #zGAUGEWIRE WITH HOSE AND TURNBUCKLES.LOOP HOSE I --_ Wo 1i LOT 54 T-- , 07 /.' ./ /s \ ' \ / — AS UND SHOWN, UNK FLAG WOVE BRANCHES AS SHOWN, FLAG WIRES WITH - � - LOTS GRAPHIC\SCALE ( IN FE�T ) 1 inch 1992 338 FENCING AND I� I � ' oer urEl J eawo 40 CORRECT METHODS OF TREE FENCING +� CORRECT TRIANGULAR BCARD FENCE ARMORING Source: Va. DSWC Plate 3.38-2 �5_ ,_ + -/ p 1 \ ll I ].. / / \ c'. — — — — — COURVEY TAPE. REFER TO SPECS ID-401 I, I LOT Sz l oa II ;i , LOTS= I -. .. " —.- l i- LOT 63 O OAT i, /. // / y/ r r / \/ \?- / — FOR ARDRIONALINFORMATION. WO l I I; LOT 55 I I I V "I — / /� \ +: 1= III 1— —III=III III= AMENDED SOIL MIX w°e -i I I 1' �, i *'' ... l.,.< * COMPACTED SUBGRADE / LOT:6 \\ + / -IP Leanrynr Albem"rb LO —_. \ �— Cben Pla"CI*c1lia, Tabepleadonlm,decnpe Plarre k T 6z r / :. '� °merw(HanabnW 1112M- Ill -197 rar mmgere srynficntlam) L , LOT 30 x // LOTS ',\ / LOT 56-_I ' Iy / .DSCAPING NOTES: ITrmLinmnnbbn,r°eI,em,m ranllubieesau, ienmenln: i LARGE STREETT EE PROVIDED EVERY oOF STREET FRONTAGE. 93LOT,, TreePlanting andStakingDetail iViea m,a"ar. p' w rn 11 , 2. STREETTREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTUR S Not To Scale ®Lv�bnnmlarypn II I� UAP (TYP.) ""s (68) CIS STREET TREE a D ndmgna w go- nwalb n,w b; LOT,7 _ i I i s' r AND 3o' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. pmm w amm ainbb rma r nrnle p �� 1 ✓ / \' ' A\ONG ROAD G / 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED A Mae e• - MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREETTREES , mmeu w:,bpnmmribbnn a°abeigbt i wy ' me,e e9wpmm, nPm,ma. LOT 6" / ®�,eaawF exau ei me o-ee na. me,im ,a a .a car , - G5 (T - 1 - myww .mDag peen ®apce� bya �,apna ) - oTre i \\ SHALL BE PRUNED MINIMALLY AND ONLY SUPPORT / ). Pr{T nxvP anemlanHEALTH OF THE PLANT lconn arenPnee� pon meau,a ahellmrev:ewM mNlhe wntrecWr on u,e s "a rce STREETTREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE LOT z" �) 'p \ / 4 \ TREES UP TO SHALL BE STAKED + m Lna„m, on..,uaa aaa smw .. ABOVEGROUNDASA WITH 3- TRIANGLES SHALL BEPRUNED BETWEEN zAND7YxY'HARDHARDWOODSTAKES. VL=e"rw°,Pm�L"ew�aa<b*R=e.aa,waeaamm,mn,a,m„nm�atei,ammeeWlabminmmpemama.;mmmemipu„e,ero-ea LO'ss - I i ' + /-"/ '` /'. CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE J TREESOFaCAL.ORLARGERSHALLBE `obf,o-d // .�� LOT e, GUYED WITH 3 EQUALLY SPACED, TWISTED, s. W. ememn nne sr°mmnv.oe,mn"nnevke.r P T (TYP.) q J'� 1 '' / ' ' I<// - -/,. ji a i T PEDESTRIANS. _�\ ® sme awiem alwlnn,aa"e,nar era,n,nuo ewm. T'* -' / TOTAL STREET FRONTAGE z - - ANoruRNBuaLEs.LooPHosEARouND /- r "�, ' LDT ve / S 9r S9 - / TRUNK. FLAG WIRES WITH COURVEY TAPE. 5. Flo' Lor49 .� V T / o k7 pi:mvveam paviMW wiWa lW ren nnbeaderneero-�wmawe4 _ _; _ + r \ REQUIRED STREET TREES: 186(1TREEPEREVERYSo'OFSTREET -,- > _� / / / REFERTO SPECIFICATIONS FOR � �� �+ FRONTAGE) � I (�/�®Taae,na,aaai.abau„mbaamriw�mn,00rwrnr,eaa,ipRnenro-zambaawm �y - x ]. Tvak MaRr,ab \ / PROPOSED STREET TREES: 187 s , FURTHER INFORMATION lipi ,DRIV -_ \\ \ - r / i \� / e. Prn,x,hx Fnmma. (49' PUBLIC E �� \ / NOTE: OF STREET FRONTAGE ALONG BEAR CAVE DR \ , � d o T,�,nber,,niv1 iwn4orenorapre,osedbwldmg rgaai,,ee�iyeba beaem�abyra,�. \. , • s ° - R/�/) 30' FORESTED/REPLANTED BUFFER- REQUIRED STREETTREES: 68 `I a Pe.L:rm anwl eein p�em,a.nao a=i„ap«,w aw nppra"mbyaeenrh'b�a,orp^or,"saawA °rwr,m�n�. i '\\ — / G GUYWIRES WITHRUBBER HOSE 9. T—Welk. PROPOSED STREET TREES: 68 e R ®w;w meemmale"amm,m,aia�,.i,binme Mprne nrne.embe:w<a,as«weilamumprw;amamaeoosmae6m,mw NOTE: 2,245 OF STREET FRONTAGE ALONG TALEN LN _ TurzNeuaLEs /3uaTREEos „wneaN, pp "m. REQUIRED STREETTREES: 25 J a"xz" HARDWOOD STAKES, ALIGN le. IUR1LBe: TOP wen au elwe,ml,c,mloweeawi,wn,Fea"p,ineatrcrobe rzvnlaueawau ci:all4pr"vided:aaaaconawctirn dnNl PROPOSED STREETTREES: 25 ®�G` ..b- dI., m"w LOT i NOTE: OF STREET FRONTAGE ALONG COOPER STREET y\ U I /' LANDSCAPINGCALCS: _ MULCH SAUCER H. neac im treeiob eslAv \ \ LOT vz \r BLOCK IB 36.55AC REQUIRED STREETTREES: 35^//�� I„ AMENDEDsoa MIX ow,m o-=aiirs i.,�aima *,wa weiimi rI'ns. irawuxaw,aa. rT ewer rrn„I,m manrm�aapmaim..T�.rns Lorz I � wr>am,ae,me dlwx�"kae<aae eo w,emau"ewbo,i,,ev,scipana warnea�,ay o-�Nns x+o ano-oy rgaQ,00,a. ore \r , r // GREENWAY -6.27 AC PROPOSED STREETTREES: 35 ill _z LOT LOT, I / NOTE: 1 443' OF STREET FRONTAGE ALONG OTIS ST UI k""° LOT as \ , r / BUFFER-1.76AC ' 'll�l - - ®p".=eeon,nannwlmu*Imrew,"7mamng me Raww. r// / LOTe LOnp A e REQUIRED STREETTREES: 29 RIB III l4. D.m.aea rraaa TOTAL: 28.52 AC / PROPOSED STREET TREES: ' II=1k ®o:eaeea�im,a;�eua,wrMpe,re.eu�m,memm�ma �o�emeabrabee•pm+mee 9 CUT AND REMOVE BURLAP FROM TOP NOTE:1,037'OF STREET FRONTAGE ALONG WESLEYAN WAY 'Tl_ 1/3 OF BALL AS SHOWN Nore:rrIST.DEVE.LOPER•S RIESPONSIMLIIYTO CONFERP THE COFrPATIORONTREECONSENVATION ::. REDumEMEN33. TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 28.52 AC REQUIRED STREETTREES: z1 - SCARIFY SUBSOIL TO4"MIN. DEPTH - _ I - / 0 5 PROPOSED STREET TREES:21 - -T=11- 7/27/2020 ----- // REQUIRED LANDSCAPING: 15h OF 28.5z AC=4.28 AC COMPACTEDsuBGRADE NOTE: 41T OF STREET FRONTAGE ALONG RANGER CT it .. IowrvERe EXISTING TREE CANOPY OUTSIDE OF GREENWAY TO REMAIN:140a484 SF= 3.22 AC REQUIRED STREETTREES:9 PROPOSED LANDSCAPING: 77,z53 SF=1.77 AC PROPOSED STREETTREES: 9 Evergreen Tree Planting Detail o RA: PROPOSED GREENWAY Not To scale TOTAL: 4.99 AC VL 5".r°r3 M a J LDC' z co p M 'I -^-I V / N r—I � M N � N i.%) N W � J Lu W 0[ J Ila_ J > 0-6 Z Lu z ^ W b z (D J � _ Lu a z _ ~ U U U) 0 WJ z Y a Q LLJ J F— ulCO � z F— LU ' Z J F U LU O � J J U J o O N = O W U 0LU 0 � w a to JOB NO. 182150 SCALE 1 "=60' SHEET NO. 5