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HomeMy WebLinkAboutSUB202000160 Plat - Submittal (First) 2020-08-25GENERAL NOTES OWNERS: TMP04600-oo-oo-oigB8 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: 046o0-0o-oo-oigB8 D.B. 5346, PG. 256 isg.69 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2oiB000u WITH PROFFERS -APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 20i9) 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: ASPECIAL 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: D4600 oo-oo oi9B8 =9.69 AC. (PORTION OF) BLOCK 3.8 - 36.55 AC PROPOSED USE: 87 SINGLE-FAMILY ATTACHED (VILLA) UNITS 78 SINGLE-FAMILY DETACHED UNITS ALLOWABLE DENSITY: BLOCK iB: 68 UNITS (MIN.)TO 2o6 UNITS (MAX.) PROPOSED DENSITY: BLOCK i8:1.65TOTAL SINGLE-FAMILY DWELLING UNITS REQUIRED SPACE: CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE 3181 07 1 4.4ACRES I 3.13ACRES I 2.6ACRE5 ji u. ACRES OPEN SPACE PROVIDED: 1 CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS TOTALGREEN SPACE Bab o. 6. ACRES SACRES i. ACRES a].z ACRES NOTE: o.5 AC OF CIVIC SPACE PROVIDED IN BLOCK 17. BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES o FEET /4 SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5TO BLOCK ig FRONTSETBACK: 8' 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 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 202.5. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OF2019. DATUM: NAVD 1988 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 CIVIC AREA MAY BE LOCATED IN ONE LOCATION OR DIVIDED BETWEEN MULTIPLE LOCATIONS (MIN. 2o,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 (z) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING UNIT. ONE (a) ON -STREET PARKING SPACE PER EVERY 4 VILLA UNITS IS REQUIRED. 87 VILLA UNITS14= 22 PARKING SPACES REQUIRED 22 ON STREET PARKING SPACES PROVIDED ADDITIONAL PARKING SPACES PROVIDEDALONG THE PROPOSED ROADWAYS. BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.2OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: 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, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OFTHE PROPERTY. LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7-9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 5o' ALONG THE ROADWAYS. LAND AREAS: OPEN SPACE: 4.07 ACRES (n.i%) LOTS: 18.5o ACRES (50.62%) ROW DEDICATION: 6.23 ACRES (17.0%) PROPOSED IMPERVIOUS AREAS: ROADS: 155,182SF SIDEWALKS: 49,934 SF BUILDINGS, PATIOS/DECKS: 324,352 SF DRIVEWAYS: 74,889 SF TOTAL IMPERVIOUS AREAS: 594/357SF (i3.64ACRES) RETAINING WALLS: THERE ARE NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. TRASH: EACH LOT SHALL HAVE AN INDIVIDUALTRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER &SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEESHEETiA. TOTAL PROPOSED UNITS:165 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. O'. 0 0 0 0 O O 0 0 0 BROOKHILL -BLOCK 18 INITIAL SITE PLAN AND PRELIMINARY SUBDIVISION PLAT RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PROJECT BOUNDARY �00 ° o q FUTURE ROAD EXTENSION ° j (UNDER DIFFERENT SET OF PLANS) OPEN \\ .F./__-_-__\- _ ��/ '\ �• - ._.� __ SPACE PROPOSED GREENWAY r -F f., ..'".. i.:f--O :: r II i i ir---• --_ --- - _ , 5 I i��-r, __ - �' ___ _ I � 11 �J r � Q. 'o ° 1 f/ r 1 OTIS r ®10 0 ` r, a , �' .-11 I I _ FEET`- _ ,t - l Y'9 E I 1' r I ow c DIEN s Q R ` T I\Y 7�7 PACE - = 1- - 1 1 , I tj- Lill 1\ / _ L!�_ i _ 1 •-1 ; Ili ✓ ��. / i If O I r III'I'll BLOCK`r J 1 - i8 3 Or ��►� �. `'tom'--= � -I I--- - - �1 �I ---,� I . ; ; \�� =:.P 1 � T 16 I 1 � _ �•I I. 1 'I G I✓ -. 1' � p/�`.\ l -_-,'OPEN b. I I 1 // OPEN OPEN TG M�Y SPACE ` __ -RIDGE M / � \ BEARCq (rE DRIVE- - / . ' ) ic- RO,q�_ . , • /„ i�-' ,. � - _ Ili \ / � ' `\ 1 41 OPEN SPACE <' BLOCK - MICHELANGELO C R iL L a\ I p 1 , ROPOSED GREENWAY 41 0111 41 01 a1 4,� °o 0 PROJECT�BOUNDARY /� �O �GRO OS `mo o NOTE30'WIDEPLANTED/REF0R VAR.ry�D7H oBu"ROAD o BUFFER ALONG PROPERTY LINE. SHEET LAYOUT <.- ( SCALE: 1" = 150' PpL p GRpUN VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title i COVER oA PROFFERS iB PROFFERS a 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 13. GRADING, DRAINAGE, & UTILITY PLAN iz GRADING, DRAINAGE, & UTILITY PLAN 13 NOTES & DETAILS 3.4 NOTES & DETAILS 15 STORMWATER MANAGEMENT PLAN 31 LANDSCAPING PLAN 3.8 TOTALSHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT r -- _ = EXISTING VEGETATIVE ANDSCAPE BUFFER ------- - - - _ GREENWAY BUFFER - -- PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. DRAINAGE PIPE ® BENCH MARK v VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING ----------200 -------- EXIS77NG CONTOUR zoo PROPOSED CONTOUR 506.71 TIC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DEN077=S TOP OF BOX 506.71 TW 5U6.27 BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DEN07ES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTTIAN AND VEHICLE ACCESS (PROPOSED CONCRETE PROPOSED & EXIS77NG GUARDRAIL PROPOSED FENCE OO 0 0O 0 100 YR. FLOODPLAIN 'COTT R. COLLINSZ FH Lie. No. 035791(n z O Z N 00 C] � O Z O Q H .. N rA W z VI Of NW w LU CD !a N 0 :4- IN Q J L9 Cl? O M II U) N i--I I W N ZD v) N Q J > LU w J J > C;b w z 0 Q L9 � w w U O V) Y J Q F_ U)UlU z F--I LI I zLLU 00 0' T--I Jk- U I_LI O J O Q N = O L„ u O�.�/ U ln. F- LUW 0 co LU LU ce to 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-DO-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019B4 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 04600-00-00-018AO; 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 04600-00-00-019131; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019AL 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019134; 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 04600-00-00-018DO. 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 1, 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 - sever and 57/100 Dollar, 5 447.57 other than a constructed For -Sale Affordable Rousing 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 toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a varier of housing es including but not limited to for sale units rental units J � Y g types, 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 andprequalify 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 units shall be available for sale. This notice shall not be given more than nine 90 days riot () g ninety ) Y P 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 dune the one hundred twenty 120 day ono the Owner shall have theright q P o ty( ) YP d, to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage 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 -family 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 it) 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 Crossing Exhibit"). Maintenance of the P Y b ,( � ) 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 turn 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 f) 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, 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: f) 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 (800tb) 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 mad 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 Tent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the terns "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"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of 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 Tenn, 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. 0) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P tY 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 shal I 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 CC 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 In -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 Ex en nses. 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 Management. 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 ("'MST'). 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 MSI/2016 MSL 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 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 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total 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 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 (1st) 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 "RW SA"), 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 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 WarrantyDeed and without consideration fees le title to a parcel of land for public hi school and/or , anP P P P� 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 Eligibility. 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. COLLINS' ? Lic. No. 035791111 z O a k U CoZ W O to in Z � o in r A L z ' LUr 1=4 Dui li M w o o c N 00 00 0 (y) Z M N C10 t N (D W 0-)N N W LJJ Z> J_ U) LU 0 O U Wr LU U1U) LU ZLU � U) J~ W JQ C:) 0 C:) N U W LL. LL_ O 1 00 U 0 m J I --I 0 O LU t— w La w S a to JOB NO. 182150 SCALE N/A SHEET NO. IA L L PHASE II INTERSECTION IMPROVEMENTS PHASE I INTERSECTION YN/ IMPROVEMENTS Y PHASE II ROADWAY IMPROVEMENTS PHASE I ROADWAY IMPROVEMENTS m PHASE IV INTERSECTION C ON y IMPROVEMENTS 0 �f PoIDGWM1te ROAD 1 W 2 ` PHASE I (INTERSECTION PHASE IV ADWAY G MPROVEMENTS 1 IMPROVEMENTS PHASE I INTERSECTION IMPROVEMENTS INTERSECTION. LEFT -TUN ANEONPOLOOUND GRCUNURNLADWff POLO GRW NDS ROAD WITHByS' OF STORAGE ENTE • T- URN LANE O POLOGROUNDESTROUND ROAD FROMSe POLOGROUNOSROAD FROM So' OF STORAGETO aoR' OF STORAGE • CONVERTRIO MLLSOLTROAD PE TDA ATI RIGHTIN/RIGHT-OUT OPERATION. INTERSECION2 • CONSTRUCTASOUMBOUND ROADWAY PROVIDING (O LNANO (al RIGHT -TURN LANE.ANE. • CONSTRUCT ANEASTBOUND GRONRNLANDPOLO GROUNDS ROADW WI ON nHaSR FEETOF STORAGE ROADWAY ENTRAN[ ETO ROUTE R CONSTTURNL NEONU 29VAT NDRIGN TURN GE. US ag WITH aoR'OF STORAGE. All v ROADWAY TO PROVIDE(a) LEFT s TURN LANE a DI RIGHT -TURN LANE !"" @ RESTRIPEPAINTEDMEDIANTO 1 b PROVIDE WESTBOUND LEFT -TURN LANEONASHWOODBOULEVARD J a" WTMaoo'OFSTORAGE. ♦� RERRIPEEAMOUNOASHWOOD •' BOULEVARDAPPROACHTOPROVIC (,) RIGHT -TURN LANE A PHASE IV INTERSECTION ,/� / e GUR BROOKHILLTRA C PHASING PLAN PROPOSED PEDERTRM CROSS -WALK __ �� E%ISTINGTREE MEA - � _C�OAIJfPEATYECO WALK—,1 \ r r PROPOSEOPRIM PATHWAY CONNE[n ' RSECTIONS- --.__— CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE(.) LEFT. TURN LANE ANO (I)RIGHT-TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WITH.rR' OF STORAGE WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: / By: e/-��A ��yC�HARLES R/HA GH By: �' Qs.e. QESH y LiAi ,. - TZABETH ANN OGL HY GR Date: nntt4v -r i d / 9 OWNERS ofTax /Map Pa�rcel_04600-00-00-01800: By. / ' `'� `J " CHARLES R. HAUGH,'i1 US'1'PP By: !/ DOUGLAS[B.. COMBY, TRUSTEE Date: J — O — 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: [ �. y1�Gu,a— Ann O. Haugh, Its President Dam: Wl- 8, act 9 Page 9 of 10 NOTE POLOGROUNDS ROADWAY AND LANECONFIGURATION AS SHOWN INTHIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCE WITH THE APPROVED TRAFFIC IMPACTANALVSIS AND FINAL APPROVED BOAC CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMENTS, f 0 PROPOSED SALAMANDER CROSSING(3 TOTAL) ( .'INVERTED RETAINING WALL-ANDClLVERT HEAIJ WALL STEM f o w SALAMANDER TUNNEL CROfiaWC FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT l ) 9 1 i i i FIGURE E: BROOKHILL SCHOOL OWNER of Tax Map Parcel 04600-00-00-OISM: HORNE LAND CORPORATION, a Virginia corporation By: 0-t.11 co Yi{"� /O/W-44.6a t'" Ann O. Haugh,Its President -� Date: '� 7. -.2,01 9 OWNER of Tax Map Panel 04600-00.00-018DO: CRAFTON CORPORATION, a Virginia corporation Ann O. Haugh, Its President -7 Date: to-LRt T O / 7 Page 10 of 11 ORDINANCE NO.19-A(9) ZMA 2018-00011 BRODI HILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 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 Parcels 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A I, 04600-00-00.019A2, 04600-00-00-01931, 04600-00-00-019133, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and ZMA 20I8-11proposes to amend Proffer Numbers ID 1 6 and 8 of the Proffers that were WHEREAS., 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 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 County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-d 1. , PP BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared aged for ZMA ZO18-11 and its attachments including the mended P P g proposed osed eP proffers, the information resented at the public hearing, the material and relevant factors in Virginia Code I5 2- P P P r4 B § 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. 1, Claudette K. Borgersen, do hereby certify that the foregoing Writing is a time, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. per,)14 it!� Clerk, Board of County Sup Isors An Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Panel 04600-00-00-019BI: BROOKBILL APARTMENTS, LLC, a Virginia limited liability company O SCOTT R. COLLINS'� L) Lic. No. 035791 !n By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Ma ger ;P o`SSIONAL E��l By. Andrev cGmty, Its President Date: SE3/2draj BROOICHILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend qQ�*'L-- Manager By: Alm R. Tay or, is President Date: IrvAly-'s-1 111 Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County m included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority d improvement; n p y road p 1, and 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 Boa i Board approved the remainder of funding P Pp 9 necessary to complete the connector road to be awarded to Albemarle County through the Smart 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 Brookhill 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 Count Bard of Su ervisor y o p s hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Barkmar 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. 1 Clerk, Board of Count pervisors Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y _ Ms. Palmer Y Mr. Randolph Y Z O a k Z U f W O UI O Z J O z 'A LU z V, W u Of W W M W O Q O � N W Q J z O 1-1 1—I W V / G LU I..JL W z Q U) LU w LL LL p V I z /1 w U MO W %4 Y O O LU LU LL ~ Lu ,--, C W a � JOB NO. 182150 SCALE N/A SHEET NO. IB No ; To 13 F Co►fSmVz�TWP SCOTT R. COLLINS ` J HgDg }' Z Uc� . PROPOSED ASHWOOD BOULEVARD CONNECTION Py cu PROPOSED TRAILHEAD ACCESS AREA TO �R_D UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT THORN u Z N W SIONAL E� OR MORE INFORMATION ON REQUIRED BUFFER LL P Z PROVIDE PARKING, AN INFORMATION KIOSK CROSSING TOz / z % c AND A PEDESTRIAN ROAD � � - � c .�, � O \/ ry m w IJJ a � .� ACCESS THE MULTI -USE TRAILWA J 90 $HWOOD 13: w n \ / �" Q W LU o �- J FOREST LAKES ` LAA LDc �.. NEIGHBORHOOD nJ II J `. `; . SITE Z W L' L IMPROVEMENT T.M. W _ t SWM FACILITY#3 COUNTY OF ' t 3o'MIN.NATURALBUFFER .� EMARLE e u a Co R7QM7 R Z( Oq0 9 'n YI Z ROPOSED PRIMITIVE TRAIL WITH Z � � U W CONNECTION TO FOREST LAKES Pot i-- PROPOSED `1� © II / ALBEMARLE COUNTY - I Nps ROA D k � J < U ~ a _ PRIMITIVE I RESERVED STEEP SLOPE QI BLOCK i ,� O O Z v I I\ TRAILWAY (TYP.) O' � o� U g ° in o m I I I TRAILS (TYP.) Oi VICINITY MAP: SCALE: 1" = 2000' G : 0 Z U) w GENERAL NOTES DEVELOPMENT B AN COURT 3I V ` ` AREA (TYP.) , �I '�. Zl - Z N g< O z - y w _ BLOCK iS i ` f' _. -J a •. _ - . ' - OWNERS: TMP oy600-o0-oo-oi800 TMPoy600-o0-oo-oiBAo HAUGH, CHARLES R. & HAUGH, CHARLES R. & E J OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. �/� V / w C ~ z _ ,,�I S� P -: ,� - - 'Clv'IE O - r �' S R O .„ P �"`-' I 435 PARK ST 2575 SEMINOLE TRAIL I .,,,.... , 4 N ---- CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA zzgoz HORNE LAND CORPORATION - - ` - - A I �- - O / /\ U \ -- , OPEN TMP og600 00 00 ozgoo ON CROCK ETT CORPORATION 10 Uj / ) SPACE - \ i (TYP.) \/ �' O C/O HAUGH &HELVIN z - s \ / PROPOSED CIVIC SPACE - 'P� 435 PARK ST CHARLOTTESVILLE, VA 22901 (7 Z C9 Z f - _ --� BLOCK 12 i - EASTERN POCKET PARK "\-',4 z z BLOCK io/ FQ i I - A (BLOCK---) i(LOCATION TO BE DETERMINED , \ ❑ 4 `' DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE yoo o w 0 w 0 U U _ _ EXISTING Zoo -YEAR �` \ WITH FINAL DEVELOPMENT PLAN) p' , --- O i 90 CHARLOTTESVILLE, VA 22903 w w w z_ FEMA FLOODPLAIN TYP. S , -- � � �j PROPOSED VEHICULAR ENGINEER: COLLINS ENGINEERING J � z � z z z ga __ BLOCK �\ \ INTERCONNECTION ACCESS 9 PRO I IVE �;\ / TO THE MONTGOMERY o'MIN.NATURALBUFFER zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA zzgoz Z Z 0 z 0 ar G - z g O w k O in ! p z o R W Y ,,, :, LU ROUTE zg ,� `.: \ ��, RIDGE NEIGHBORHOOD o TAX MAP & ZONING: og600-o0-oo-oz800 04600-00-oo-ozBAo 04600-oo-oo-oigoo �-+ w frj .�; IMPROVEMENT -- � `,\"-, 1 - �,.de � - \ - PATHWAY_ �_ \ OPEN ' ', / _ O D.B. 73-4PG. 690 D.B. 1333, PG. 450 D.B. 731, PG. Ego > N w aj g U f U z N �— / CIVIC SPACE SPACE �L _ ALBEMARLE COUNTY �4 I� ;l Ra RESIDENTIAL Ra RESIDENTIAL ZONE: R-i RESIDENTIAL W o aC � 00 _-! O MANAGED STEEP !" M BLOCK 11 GREENW ` (TYP.) - �._- P (LOP) 1 I_ - - - AY a '` o eoo° TYP. R�. - TOTAL PROJECT AREA oy600-oo-oo-oiBoo _ yz55AG z w z w z o U _ (TYP.) a l `, l M O P IMPROVEMENT '- Oe• -\ Poe.-.. ' `�A O O 'C og600-oo-oo-oiBAo 27.29 AC. 66AC. g a g c z _ g „/- O �..` v .,.\ �. .. GREENWAY "� .� GER BLOCK 18 - °1. o4600-00-oo-ozoo - zo 9 7 AC. TOTAL o a O SWM FACILITY#z GREENWAY =°._ �`` _•, (TYP.) �. /� ° ,.� ,`E'er i -'> \. VO (TYP.) ;: UPLAND' .., �, - 'e•° y :..: i g... " 7,e •.° / - ",.,. _ z77.5o N ram. U a_ ° i \ANG� PARK--.• .• ""v_ �..,- :. erJ .,_ L�EZONING: PROPOSED 50' BUFFER_ i':}` 4 NEIGHBORHOOD M S T PROPOSED NI RH ODEL DISTRICT z J _ AROUND VDOT STORMWATER ° ` `t EXISTING ARCHAIC WOODLANDDEVELOPMENTM\ f -"� e• : (TY �� III r�l � MANAGEMENT POND > '� ✓ °,a � � � , '- '• CAMPSITE AREA TO BE PRESERVED AREA P. oL TOPOGRAPHY. TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINC N SURVEYING AND BELL LAND SURVEYS, JANUARY zoi5. w z 5 Cy) sPt � ` I - •o v, BOUNDARY INFORMATION WAS COMPILED BY LINCOLN a 7- 7 Z w I'`"'�., �� 5�.. �rrt+ °p°o° +�. - BLOCK I6 ,0� tt� SURVEYING ON MARCH 7, zoz5. oL9 O •eoa ,`s`� S_ J_ r� - �JI w .. j - '� .r• �- ... M .=\ ae DATUM: NAVD zg88 M F1 EXISTING p O _- 1v t \ XISTI ioo-YEAR O TREAM BUFFER(TYP. d �a�'-� CA _z y� -- - o see a°• ., ,'.� 4 ,,. :° FLOODPLAIN (TYP.) / - �% UTILITIES: COUNTYWATERAND SEWER CV vwi I _ �� - \ \ ` �. S BLOCK O - °n FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 5ioo3Coz8oD sn vs so in so C0 PROPOSED RIGHT IN -RIGHT OU aQ 4 z 1 T \ BLOCK L1 ! DATED FEBRUARY 4, z005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE w 4"'-� I� INTERSECTION IMPROVEMENTS. w� _ _ SEE BROOKHILL TIA REPORT j �� ! TRAFFIC CIRCLE/ROUNDABOUT MAY 1 ` v ALBEMARLE COUNTY f:` „� _ / 1 PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. O o ate+ 0 0 0 0 I M _ FORFURTHERDETAIL 0 MAIN STREET BE CONSTRUCTED AT THE ���PRESERVED �` °" % MONTGOMERY RIDGE .� STEEP SLOPE BLOCK •. w,� 3 5 NOTES: N BOULEVARD ENTRANCE INTERSECTION OF MAIN STREETAND ..,r•� (TYP.) ; NEIGHBORHOOD THE NORTH/SOUTH CONNECTOR ROAD BLOCK / `% �� �;'-', z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. :D U Z I, ✓ 't�j ) OPEN '1, ye, �' z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE Q / L ` _ L, J SPACE i I OPEN �� �� DETERMINED WITH THE SITE PLAN PROCESS. 7 Z (V W N �. - (TYP.) � SPACE i 3 ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH < CL - , ( '► (TYP.) �' }' / ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. y. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE H� J BLOCK i ( l EXISTING zoo -YEAR ,.f PROPOSED �q ` s OR FOREST LAKES. C w Lu FLOODPLAIN (TYP.) RIMITIVE ' - ,�� /���' '� �`l - t-� - •(, 5- THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE LLI ° T.M. 46 - 18D TRAILWAY �, EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN J O� VO OPT CRAFTON CORPORATION i o I GAR b LI BLOCK z DEVELOPMENT AREA THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. Z J Q �O \O y BOUNDARY (TYP.) - y 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND W \ / ��( CJ(J _ ' _ I PROPOSED NEIGHBORHOOD CENTER -u a - _ C ) 'J IMITS OF PROPO ED REZONING j z6.OA SUBDIVISION PLAT WILL INCLUDE A PARKING ANDLQADING NEEDS STUDY FOR THE c L J (LOCATION TO BE DETERMINED a °C BLOCK i - _ 2 WITH FINAL DEVELOPMENT PLAN.) 1 - - - _ _ _ -, - - - - t�, ,P � m PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY Q e LLI I- z J Q / -_L r_ / }°•o i ,. -- DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT I --I z I­_Q 13J J 0i PROPOSED ioo' BUFFER ALONG RT. zg i`' �_ •" SAFETY ACTION PLAN. Z I- O w BLOCK l� i ACRE HISTORIC •° , 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF CIVIC AREAS, AS SHOWN L'LJ (/) \\ / 70' NATURAL LANDSCAPE BUFFER ° &3o'LANDSCAPEBUFFER J BROOKHILLPARCEL BLOCKS __BLOCKS 'o •' ''•�°e° - I �' '--� (3) ON THE APPLICATION PLAN SEE THE CODE OF DEVELOPMENT FORADESCRIPTIONOFTHE C =, "'I o ALBEMARLE COUNTY AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA < w APPROXIMATE LOCATION OF ' 1 ANAGED STEEP SLOPE 1`¢. - 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO f^ J Q _ � J NOTE: A PROPOSED MULTI -USE PATH (NP) GREENWAY ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER Q J IS PROPOSED BY VDOT ALONG THE HISTORK MARKER FOR THE ,-, i _ _ -- (Ty `', -, �' BROOKHILL PROPE - e % +•`--- ) ' MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE C Z U I ) �° / \ 5 , e - ROUTE zg FRONTAGE OF THIS \ s {g __ / PROPERTY. PATHWAY TO BE , _ -' '- - I II PROPOSED zo' BUFFER - ., / , ��,) i F .I 7� I�J ' 1 's I L-- '•! DEVELOPMENT. io. CONNECTION POINTOCpN THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A O LLl I� I , J LOCATED WITHIN THE VDOT R/W. ---•,'a /./ , ' 1 "z`T7 •�- , I '' - LOCATION OF EXISTING PEDESTRIANBICYLE ACCESS CONNECTION. i \\\ a BLOCK 1 UNN CEMETERY TO i AyO 9 ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. ¢ ( 0 LIJ �� O REMAIN = i` J: v u Q ~ F LOCK LINE (TYP.) a° f o NOTE: ALL STORMWATER MANAGEMENT FACILITIES r I LEGEND 7 Z [Q A . RE SHALL BE / „ AND EROSION CONTROL MEASURES S I BLOCK C) ALBEMARLE COUNTY- E "" / ;'S` LOCATED OUTSIDE OF PRESERVED SLOPES. 9, •• J F^ Q (n z O I r „ BLACK 8r PRESERVED STEEP SLOPE ROPERTY BOUNDARY (TYP.) GREENWAY PRESERVED SLOPES Z ^Li W �_ V , 1 e� 4:`PS �• � _ — � III y z � / TYP. \ ( ) .. e � . b 'h x NOTE: AREA WITHIN THE zoo BUFFER �' • : _ AND OUTSIDE THE EXISTING TREE O ) L BLOCK 7 G \ : f\ \) O VEGETATIVE BUFFER MANAGED SLOPES OPEN SPACE O > W 1 O LIMITS SHALL BE REPLANTED IN I EXISTING zoo -YEAR \ ` "l! "'r; .....`/ r. - DEVELOPMENT 9 FLOODPLAIN (TYP.) -"°°°o•je ACCORDANCE WITH THE PLACES2 LIMITS O / ��� � - � °• a- � FORESTED BUFFER REQUIREMENTS NG BROOKHILL ' AREA(TYP.) } j', s - ` - •o WITH HOAAPPROVAL, A zo'MULTI-USE PATH �i � OF CENTURY - .. . � i -� SHALL BE EXTENDED TO THE ENTRANCE OF - H SE TO REMAIN P G REENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS � J J ;`• i--( d Q COMPONENTS OF BROOKHILL MONTGOMERY RIDGE. THE HOA WILL NEED i TO APPROVE THE TRAIL AND EXECUTE ALL = 1— BLOCK 8 DEVELOPMENTAREA ---, EASEMENT DOCUMENTS ALLOWING THEHISTORIC ' PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HOUSE & THE z 9 CENTURY COMPONENTS OF v J O 1 • CONSTRUCTION OF THE MULTI -USE PATH :i BOUNDARY (TYP.) CONSTRUCTION BROOKHILL y LL EXISTING zoo -YEAR '. -m^-r``� ON HOA PROPERTY. FEMA FLOODPLAIN \ O J (TYP.) / % OPEN s-� PROPOSED za' PAVED zo' MULTI -USE PATH TO BE CONSTRUCTED ALONG , SPACE MULTI-PURP05ETR L �'"" PRIMITIVE TRAILWAY O �j, �,: •y" �' THE NORTH SIDE OF POLO GROUNDS ROAD COfn Ur'. �£partmen( PROPOSED TRANSIT STOP BE INCLUDED WITHIN OR (TYP) j -TO ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL ce rVQn J ° FIIB# LGJ��� Q J ROPOSED PEDESTRIAN TUNNEL `. LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. C� IMPROVED INTERSECTION FOR�R Ap lOvec , Supervisors AND STOPLIGHT. �I" � °0° „� - VTN \NE O0ca EXISTING ioo YR FLOODPLAIN O ® 2 SEE BROOKHILL TIAREPORT �� r POLO PROPOSED IMPROVEMENT SO Np1PR D8f P • ; STA7- GROUND N � POLO GROUNDS ROAD FOR R\N FOR FURTHER DETAILS FRT6y3(0.BROAD(So) TURNLANES- SEETHEPOLO - • • .. • STREAMS JUNE 15, 2015 + 48; P_26 - GROUNDS ROADWAY 3) anner * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED O w IMPROVEMENTPLAN / APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE U clY CAL FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD "`• DURING THE POLO GROUNDS OIMPROVEMENTS. •fUNDS ROADWAY IMPRVEMN. zoo o xoo aoo eoo io' MULTI -USE PATH — w 0 w SEE PROFFERS FOR FURTHER DETAILS . \ PROPOSED LOCATION OF HISTORIC MARKER a Ln JOB NO. 182150 - PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. 46 - z8C CROCKET CORPORATION ( IN FEET) SHEET 1 OF 1 /•� SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFICTIA. - - 1 inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET NO. 2 =41R 101 JIM I,m It XI N n aan N H a0 N ma mm� off= , nt J F- wI J m w � Q HII■r -- \ j --- _ --�HO _ RIbGE -may o OF gS7Y T \ - FT - i -� Y - N WAY GTH f ly p4"\OODgpULE ---- / /%\-�---1� _ o'SCOTT R. COLLINS'� U" 2 �-_' � � U Lic. Na. 035791h i /\ \\\ - I \ - E(.jSW00 T ,� /\ \ 2� / � JU' �yT�� I , --------------------- --- --,-----------------------------7 ---- // o L--- _ BLOCK 13 o° - v- i BLOCK 15 A YAN o / ��' ` COURT 3 a z a r" LU V) cJ pw ma (�P��`'. . I: ►': • rG� �V� _ _- c � • \ .. � s� °i "d��:'i. Nr'�t ( .,� w A*p .1�•'") l �� v ° . o r SDP2611 00050 FINAL SITE PLAN _ °o ° \� - APPROVED ` - - -- -% ° BLOCK 4C� BLOCK ROAD PLAN 5 (UNDER REVIEW) 1 BLOCK SUB2017-00137 1 3 1 d ! BLOCKi 1 �: ftft goo� I o _ z 1-� 1 BLOCK 2 ' 1 SDP201900078 1 a� - 1 INITIAL SITE PLAN APPROVED - 02/21/2020 - 1 ROAD PLAN SDP202000035 D K A i 1 FINAL SITE PLAN (UNDER REVIEW) UNDER REVIEW SUB2o18-oo115 201B00050 1 �- NAL SITE PLAN INITIAL SITE PLAN 1 APPROVED BL K A APPROVED - o6/o8/2t , I � 12/17/2oi8 1 SDP201800049 FINAL SITE PLAN N E R V Ili I i ° 0 1 l o al I ° I 0 1 0 1 ° INITIAL SITE PLAN RO DPL N" 1 i BLOCK 19 (UN DER REVIEW) 1 I BLOCK 6 0 SUi B201 -0011 , a ' o \\ 1 L7 a ll 'B0 Dt�2010 D02 FINAL SITE PLAN BLOCK 7� � o APPROVED 4/23/2020 /BLOCK SDP2o1800054 INITIAL SITE PLAN APPROVED - 09/07/2oi8- e / SDP201900015 FINAL SITE PLAN �' f UNDER,R VI i \ AA �.I IWOW N :..............51 OLp GRpV -� ............ ......... ATE RT. 6 3 Np B 48y D ..(50) ... LEGEND: 263) PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS ARE UNDER REVIEW) GRAPHIC SCALE PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT 200 0 100 200 400 (APPROVED FINAL SITE PLANS) PROPOSED RESIDENTIAL DEVELOPMENT ( IN FEET ) (PROPOSED INITIAL SITE PLANS UNDER REVIEW) 1 inch = 200 ft. 0 e n CD \ w N R pM d MR\�GERpPO I J CL � o _ 1 L9 / -T L M U) , \ � > f N co \t U0 CN ' y N Q / -J J w a LU ' J � 06 U \ f o`S� m J J J Q LU V) O Y Q J LU BLOCK AREA SUMMARY 7� Q Development Z � Area Per Area (Roads, Proposed Greenspace/Amenities (ac) F 1 [Q Pro sed LLI Block I Land Use District Brookhill W Lots, Buildings, Development eI W COD (AC) Area (AC) Parking lots) Per Area (AC) w COD (AC) Civic / Civic / Open Open Total Total T� Parks Parke Greenway Propowaysed Space Space Buffers Buffers reenspace Greenspace Required Proposed Required Provided Required Proposed Required Provided Required Proposed 1 I Neighborhood Service Center 12 12 0 0 0 0 0 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 O I3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 LL) N J I 3A Urban Density 3.3 LJ.J L 3B Urban Density 1.8 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 mmi ff<n 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 O I --I 4C Urban Density 6.58 - 2.31 1.46 0.85 C: ® 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 0 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 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 1.80 1 1.64 3.98 �M 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 Uj M w 9 Neighborhood Density 9.6 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 0 10.7 JOB NO. / 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 182150 I 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 ' 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 SCALE 800 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 '1 16 Neighborhood Density 9.7 11.11 8.4 9.25 0 O 1.8 1.2 1.3 0.3 Q 0.3 3.1 1.8 n/ 1 =200 17 Neighborhood Density 15.8 17.28 1 11.8 1 8.64 1 0 1 0.5 3.3 1 2.2 1 3.8 1 TO 1 0.2 1 0.5 7.3 9.1 I 18 Neighborhood Density 34.4 36-55 27.3 24J3 0.7 0.4 4.4 6.3 3.8 4.1 2.6 i.5 11.5 12.3 SHEET NO. 19 HroolhillHouse 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 l' v NTGOM Y SUBDI IO ' \ R J TB BOUNDARY ) ' O EC OUNDA YP. x / 000 \ I00/ EXISTING SANITARY SEWER AND 1-- iu -- _ --' \ _ / ° / zo' SANITARY SEWER EASEMENT .-EXISTING, STREAM \ ' I -- \ EXISTING STORM SEWER AND \ BLOCK DRAINAGE EASEMENT / o II 1 l 4 0 EXISTING STREAM �' i c ` \: Nii 37 6 3 - \ o' LANDSCAPE/REFORESTED LIMITS OF FEMA APPROVED -'- %�_. _� J 3 TH Il SCOTT R. COLLINS'Z r-, Lic. No. 035791,n / . . . - BUFFER A ioo YR FLOODPLAIN - F — - - \ l/ ? L G III / a \ k __ © ®s �% ®/ _ - _ s �* ✓r r EXISTING WETLANDS (TYP.) % / i w co ` i - - 1 \ ALBEMARLE COUNTY , v \ - - - - - \\\�' ` I PRESERVED STEEP SLOPES - - I / r \ \ °�°O���o} PROPOSED'�—' z GREENWAY, TYP. w 1 u UO \\ \, BLOCK ®� ® \ /' 1 �/l / CCD / r,. BLOCK 18 TMP 46-19B8 T N/F CROCKETT CORPORATION \ ( 1DB 5346 PC 256 ❑ 3o'LANDSCAPE/REFORESTED � L BLOCK \' 1 / ' - 'r: r_t"-' BUFFERAREA / \ o \ \ \, �i MONTG MERY RIDGE SUBDIVISIO N TMP 46 1988 p - EXISTING LIMITS 0 o OFTREELINE II 1 1 BLOCK o - �- - Ji o p I� I. IIII a V ° \ i Z cp \� i — I I ALBEMARLE Y / A M E COUNTY BLOCK ! i / ( - MANAGE STEEP SLOPES- / I ® �� I; I'' I�I� tr i ) III 1 I r: � _1�-- ,I GENERAL NOTES: I I o BLOCKS 16 & 17 PRELIMINARY SUBDIVISION 1 y r y i 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID � <I If/ • \ '- / PLAT CURRENTLY UNDER REVIEW ! r <l PROJECT BOUNDARY TYP. = i ` I 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH /� INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA q�` / / r 11 ' % I o ' - - P DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. itI 1 ®® + f' I - __- _ 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE to r _ _ AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, ', `, 4 , - _I \ MECHANICAL AND ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION + \ AFFECTING THE WORK. BEFORE CONSTRUCTION THE CONTRACTOR SHALL It 1 VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE \ \ \ PIPING; UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO \ ALBEMARLE COUNTY o /I PRESERVED EPSLOPESTHAT UST BE PERFORMED BY PUBLIC UTILITIES SERVING THE S RVED STE "" PROJECT PROJECT SITE. / B'� PROJECT SITE. I 0 \ ° �r� �- - . -_. / / [r ' '; �Y'�'' M Syr TB BOUNDARY TYP. / \\ ( \) - 4. CONTRACTOR SHALL VERIFY SIZE, TYPE &LOCATION OF EXISTING WATER V E. ' LINES ON THE SITE. = yy J� O Al hy EXISTINGSTREAM ' /- 4 TMP 46D B 1 " .. ,.-+- _ � r ;- -ter '. r ;�.:.-'� �_ •°'. • . __ — �: r- lll ! ,- / -- / / " MflATGDMERP RIDGE OWNERS ASSOCIATION - — - - " ro. / *� DB 3433 PG 132 C BLOCK \ . I C00 17 - f POSED GROE NWAY, TYP. a / . _ ,,J a J \ r;" /� /f o MATCHLINE -SEE THIS ALBEMARLE COUNTY p'�° ` \ / SHEET_ PRESERVED STEEP SLOPES\ oo"N LIMITSOFSUNNY DAY BREACH ` \\\ - \ / - • a�' �//yam—1\ , - t 1 � . , R" - / v: r •. Y _ � C 0 3o' ANDSCAPE/REFORESTED \ \'- \ p s /BUFFER AREA \ ( \ /� \ \ I ° / " - PROPOSED \ l EXISTING WETLANDS TYP.) GREENWAY,TYP. p. 1 / \ EXISTING STREAM TMP 46-18A (REVISED) NSF CHARLES R. 8I J � / / oMONTGOMRIDGE SUBDIONELlZABETH ANN OGLESBY HAUCH ��- DB 1333 PG 450 WETLANDS (TYP.) DB 4997 PG 724 ® I j DB 5107 PG 148 \ , o ALBEMARLE COUNTY I ® / - SOLO GROUNDS ���� 'aG °9aa• / TMP 46D-A DB 5121 PC 644 / I v' MATCHLINE -SEE THIS SHEET PRESERVED STEEP SLOPES (sRAPHI( SCALE — - ROGD ��moo. °° MONTGOMERY RIDGE OWNERS ASSOCIATION 26.661 AC. / - - - _ _ VARIABLE WIDTH o� DB 4102 PC 472 \ cc) � ) _ o ° t V Soa o So Ioo 2O0 v - L lIr- o 1� �? / so. /. +- LIMITS OF FEMA APPROVED _ y - - - ioo YR FLOODPLAIN ry J IN FEET \� - p ) 30' LANDSCAPE/B EFOR AREA \ � 1 inch = 100 ft. 1 OF R 4. Q N V N 00 A �u uj J J 0 u II CID Lu 06 z z O Q .J p M z Lu O V Q ~ Ln LLJ I 00 U 0 CIDD F� O_� CID w LLI w Im JOB NO. 182150 SCALE 1 It=100/ SHEET NO. 4 w ~ w LOT72 m Z F GFI ^ T --- ^ '0 1 1 + _ — -CK ( �� w r 1 LOT4o z4 A A LOT46 r^ 1 PROPOSEDDRIV-EWAY(TYPJ I o TYPO - - _ _- fiN t / \ 49 a n = SETBA -- - - - 93 _ -= o- �Q o o: J + z I r ---- ----r i 9 " I LOTizo✓ m m ATC - - - 5 E ET ; — 1➢ / \ — _5 11a LOT71 — - L \ O .Z ' --- - - - - \ SCOTT R. COLLINS LOT39PCG.16+19.76 - ° PARKING ALL ET / \\ C) Lic. No. 035791,n _.T I THIS SIDE OF THE STREET - - 86 / \ 4 ) ro I 47 6 / j ro I - 79 ) PROPOSED DECK LOT y o 1= LOT oo I 5 - N i (1z'Wx1'L a a m F w v LOT I N 1, �• — I I I �� _ D 1 I - m - (i) PROPOSED • I I 115 - - <� - I ..I 2• I ;. I I ii - I o \ = - -1og� - PARKING SPACE _ - o LOT7o o - - �i - - - - - N LOT119 y N I \ \ - KC NP.) + ' 119� _ - --1�� ' \ \ SIDE SETBA- - 9 ) I i4 W LOT 48 ---�i I �� -c"'n o , ro ,i C ---' I -0_ �1 Z FIC I- 1 1 _ -1 1 \�� \ -- o Z o I LOT8o M�_--- nlm FIC n LOT132 \ ' PROPOSED 6' PLANTING STRIP - - - - - - (2) PROPOSED p I `" I r \ \ M PARKING SPACES LOT 38 N f\ I zo' (9W x zoL) IN _ ° 'a320(.-ro PROPOSED DRIVEWAY (T 5SIDSE_ � 116' l \ \ m---- _- _- _- ' , LOT H5°1LOT81 I LOT 6g n < ,� 0 p7 -0 r w m D G 0 LLLOT37 PROPOSED Z x .)PROPOSED 4911 ' 1z2' V PARKING SPACE a55A + { stiQ, i aF •o i i 0117(9W x 2oL) -o zuvwi < % 117' LOT82 ca w ° o LOT68 ROPOSEDSTREETSIGNO o Q _ --- LOT36 m F- 01 LOT - 116-- 50 _ .=r ,CNG -112 (TYPCJ PROPOSED \o 1o LOT LINE (TYP.) (1)PROPOSED 1°�$o 2°A o 'FO 'Raw 117' H�"� Wx20Q d >0 PARKING SPACE-114-;-- +16' o° o myl 7 mR/W U --- LOT35 LOT83 �4' } 51 m mPROPOSED GARAGE (TYP. o YP.)- - ¢ F(C F, ~ L -- - - w °� J I / ' PROPOSED CG-11 ENTRANCE (TYP.) 'p�,> 2 ti9 x� b5 �/ W 11T g / 1 0' _ x S R \ - ; N n I m ° --- m l 'Lo zROPOSEDSTOP SI\G 11 R o m4'F/C-F/C `-LOT34 LOT84Oz o/ m 11z' o- Y LOT 117 E/PEE/P m - - —'�. / \ \� / LOT j l r, 135 i PROPOS�ED DECK/SUNROOM w o LOt65 E0 ai(12'W x o'L) / w o LOT w LOT 85 n h I / P y n I ¢I m o 53 --- 0 01 i PROPOSED STOP SIGN \ o + - cY n l 110' / LLI z5,R \ a� / �o r N o*r ,�� k ¢ (1) PROPOSED - - - eo [ N - PARKING SPACE 1 " -� 1 0` I i / \ a L i , \ - _ 1= - - - ~ - (i- - LOT 6 00 4 i i \ \ OT 165 w \ m - 5' SIDE SETB (i) PROPOSED - - - - - - - --- 4 (g' W x zo' L) I W ROPOSED CG-gD ENTRANCE (TYP.)\g1`N s \ - ACK (TYP.) _ 11z' - o i a - 'o ° - - - m - T - ARKING SPACE - - a Q a -- I- - - m ., �� ro � i '� O _ LOT 86 m PROPERTYBOUNDARY(TYP.) __i-I N O ^ I _ �C� Sti \ \C2 \ \ \\ I � 3- M (9Wx2°'L)-------- ^' P F6 ti / F1 LOT 2 (1) PROPOSEDCO\5CP / \ E1e �1e \ F' z \ Z 3 PARKING SPACE LOT \ W o W x 20 1 m 0 ~ 54 i �I _ - PRG 18+67.79 45 / y1x5 S o PROPOSED STREET SIGN \ _l Q (9' ) I o° a 11 +� --- p ti 9 I ry I �� � LOT 87 � � / / a � i \ � � o kk / CA a 1-127, / j \� 1y' U' M/ o ROPOSED DRIVEWAY (TYP.) 0 I 1---LU131 L9 N M O� y O7 0 - LOT55 i ry I --I ~Ova 11 m Iro til ui ° i/y� i / 30 / / �o \ LOT z6 a Y N U) \ i--i O m r PROPOSED( CURB (TYP. `11 1z ° PROPOSED CG-11 ENTRANCE (TYP) / / / \ \ n a w ~ - --- LOT62 O F w i i ° / \ 0' (O p�I o ROPOSED STREET SIGN x6 / 6 / �� LOT 25 \�' °o Q LOT30 z is + toy ^ i w Y o q o y6 '� / o, o / LOT56 _ -m / C� t // / A / TIE -INTO EXISTING°ROADWAY +2.59 CN Z PROPOSED DECK LOT z4 / y6CD (12' W x 14' L) / 56 P . / , ,� 04j U) - I + 0 I LOT 61 , k° / \ / / N LOT29 pC�O I i -1�0 m I --- y6\ \ LOT / / N 11'1z59 LOT i - ° R / 50 / y6Q� ./ \\ \ o h-i 1zo 1 PROPOSED STOP SIGN / \ \ y / + \ ° M ti ROPOSED CG-9D ENTRANCE (TYP.) r i / s� \ ' _ PROPOSED 6' PLANTING STRIP N • O 11 _ _ r--- •• o I 5 I "' I �' ° ROPOSED CG-1z (TYP.) � � \ �\ LOT zz w xS / \ �o,\ / o \ LLI LOT 28 a I �T I -�I LOT 60 3 \ J I M LOT 58 i 0-6 U) ° PROPOSED CG-6 CURB (TYPJ 59\�I�aa' ` / / i] \ \ / \ \ w z --- I �i�� LOT 20 0 \ LOT 2 oa ii 2$ P� L� / i o, \ \ = 3 - \ o 0 Q 7 c�' L \ -' P \ \ . L9J PROPOSED STOP SIGN N 0 0 CO I LOT59 i I / f�O\cz�pN �P�QJ�j\. C / CG�c2Q �c O PROPOSED S' CONCRETE SIDEWALK an }- - T ° a ROPO,SED STREET SIGN PROPOSED 6-PLAN ^ING STRIP i� SAC' / `bc� \ \ \ ��LOT 19 / 6 0 I - w O . 1 `�� / 95 - PROPOSED STOP SIG - 1 _ _ / ROPOSED CG-12 (TYP_) - i- 20+0o y9 - - - - - - _ - SIGHT DISTANCE-z8o' / y ` _ � s � � 0 6� �\\ \ \ LOT18 I � ! •.y1} U � Q SIGHT DISTANCE=159, ti N ro - �- o f 1 / n 4 + ------ - ' + - ill o0 1' 119' s / sx 6/ y9lC( \ �\ LOT17 O - - 1i+5o o a ` o o r� �-tL yti 90 \ \ ; / �'� Q��tC /�j - ' / /. Q t O J r �- 12+ 44�o' �3+00 3oo:R 2ti O i; 6' S rn iPC °9, LOT16ul / OPOSED STREETSIGN 30' 0 5i 6 / �' LLI 30 °a LOT i5 �t� j �/" LLI f - PROPOSED CG-11 ENTRANCE (TYP. - - 30• - ROPOSED 5' CONCRETE SIDEWALK ,> \ Q / 3o 00 23' ° � � � rl -6 CURB (TYP. _ 11 3' 30' 30 - - - \ \ �g LOT 14 SETBACIK (TYPJ �o / u Ile LOT 13 i / i �, O .h \ O° n it --- - - ---/' uiLOTi LL O J Z co PROPOSED 6' PLANTING STRIP LOT 1z LOT z LOT 3 ~ o ^ I \ \ 3o / j J LOT LOTS N m I m o J 10 1 � LOT 3.3. LOT 6 LOT 10 i �� �/ / I LOT7 LOT LOT \ 0 36' 30' ---_ i I �-- \ 1 F 3o' _ _ w �/ / w --- y — - — --- — / o - I - - � 55' I x 47' 46' 30 3030PROPOSED DECK / JOB NO. OPEN SPACE (12' W x 14' L) W / / / GRAPHIC SCALE 182150 1 Ji y Ji .L Ji / y ., / 30 o i ;o SCALE bo / 1 „=30' J° / SHEET NO. � / ( IN FEET 1 inch = 30 ft. 5 GRAPHIC SCALE v �� s� — — w w w TH p 00010 w w w w w / / �� . �/ w w w w w w w w ,I; w w �°/ SCOTT R. COLLINS'_� IN FEET ) / / / ��. , . W ..�� ' . - - - - - O 1 inch = 30 ft. �' `�' `� �' `�' `�' '" �' `� �' `� `'' 'J Lic. No. 035791 / // /. W W W W ' W\ 0't�S, / y W y y y( s�oNAL � lyG \ / / \. W I w w w w w v. w w w w w w w w w w w w w ,i� .+ wl w w w w w w w w w w w w w w w w w w w w w w .✓/ 0000 w w w w w w w w w w w w w w w w w w w w .4, �• � � 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 v 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 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 i 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 .1, w w w w w w w w w w w w w w w w w w z0 - w w w w w w w w w w w w w w w w w w w w w w w a ¢ - w w w w w w w w w w w w w w u oil Z W w w o 73 � 0 ¢ 66' ~ > ~ 10' REgR SET ) Z r--- _BA_CK(TYP. w~ - - - - 54, W 1 \\ w w w w w w w w �. w w PROPOSED �' "- ""�� I I I I I I / -.1 r' `--_ l l�- w w w w w w w w w w w SWIVI FACILITY \ �ii 66 i A V I LOT 99 o LOT ioo l /rr 52, \ w w w w w w w w w w \\ Q LOT1o1 / V A LOT I - it Wl , i V PARKING ALLOWED ON- 0 LOT 102 i G 1\ w w v w y w w \ — — -\\ THISE OF THE STREET _, a Z\ I w w w w w w 68, 59' 718" - - \ ' - LOT 3 ROPOSED LOT LINE (TYP.) / V I 1 _ 10' REAR SETBACK (TYP.) 35' / \ \ \ A A - - - - - - - - - - / / w/ 2O $------- s�\ Ir - -- - i / V A\\ O 1 o / R_-= =1 h / ,, \ \\ LOT \ I - y ROPOSED CG-9DENTRANCE /(TYPJ w o 49' , C\ SON FR Y .l 49 /, / `b/ n\ \ w w w w w 1 \ I F PROPOSED DECK/ / ' �� \ P PROPOSED GARAGE (TYP.) I I i 12' W x o' L SE�B 4 38 1 r I � , 3 ) LOT gi LOT 92 -1 LOT / / \ \ 9 �9 125 -- - �3+or--- - y \ w w I00 w 93 J\ \ LOT 6 i + o RyP, \ LOT go w / / \ \ / \ _ \-52,- \�' _ I� - (z) PROPOSED - - - \ _il I i - - I_ 1 (z) PROPOSED / / / / \ / koo �3+So o° 0�I Q PARKING SPACES LOT8g fo I I ARKINGSPACES / \\\ \ / F/ j -12 0 ($y'pSSTREET (9 )1------- (9' W x zo' L) LOT 94 / /r / //� UB�� Cf7 w 1 ( ) " Id - - - ROPOSED CG-9D ENTRANCE (TYP. PROPOSED DRIVEWAY TYP. �� W x zo L I _ __ I I I 11 ' ' - - - PROPOSED SIGHT - 6 ROPOSED CG-1z (TYP.)' C C~7 -nl A C �4 LOT 88 (1)PROPOSED \ \ 11 1z N z1 - 24,\\ \/ ° ><5 F T _ 1 " \_ i 9' ram% F DISTANCE EASEMENT � \ \ cP ° C7 O MI A ( PARKING SPACE \ \ PJ ( g 1 z8 4 6 ` // / // LOT9S \ \ 00�� - ti %a r - J e roh °p wl O \ (g'Wxzo L 1 Z I �\� NCE=z8o = _ _ = - - - - - - �--� rl x m \ MPX1 FR" o 'R a u 8 (2) PROPOSED / / / i = 1— SIGHT DISTAN _ - ---- a tit - n 5 i l/1 _ _ - _ --- REET S o 23+00 a ARKING SPACES 1 --_ --- '+^ (9' W x zo' L) i oo - _ _ - NO PARKING' SIGNS TO BE PLACEDRO OSj D ST I N I 2z+oo - - w LL b� x / -LJJ P OT104 \ �1 O \ B,IM�N'1FR P:) �f�� ��� N v o ` t 1 j W R _T PROPOSED STOP SIGN EVERY z5o' ON THIS SIDE OF THE STREET o \ `^ 1 Z `, \ I SETgPC�s(' OPfGE2 SCR i � a3 S0 a � � / • •. / In 1 i I i I OPOSED CG 11 ENTRANCE (TYP.) / NO 0 5 '�R co 8\�\C RI v, - �� \ / / LOT i10 I i / v PROPOSED STOP SIGN/ / N U) +00/ 49P h — _— sl / ------ --- 2- �• '- � a , W � I I I I I LOT 123 , I _ i n ROPOSED CG-12 (TYP.) - BHT DISTANCE_ / / _j C- - - - - - - - -- - i &r N G \-8-- _ — — — 2 — — — -1 ' h o / - =SIGHT DISTgNCE_zgo, OPEN SPACE - - - 1 °o z8' ox5° / / / _ \ o - - - - - -1�- - o i i y/ / ; J ry S AN _z8o' - - - - - z \ ROPOSED STOP SIGN= _ _ _ _ _- - \ y 0ti/ / U yl -- t ----_ I / LL.I 2° G - PROPOSED CG-11 ENTRANCE (TYP.) \ - - - - a5,R - s ml P') I z - - 92 J (TY I _ I v� (5) PROPOSEDROPOSED STREET SIGN Q u -�1 ARKING SPACES - /1 LOT74 �I i.------ L — �/ PROPOSED STREET SIG - \ sx W N 16t17 (9' W x 2o' L) PROPOSED SIGHT m - ns° LOT in I F (n Cv% s . N PT - + o ROPOSED CG-11 ENTRANCE (TYP.) LI > Z ^ -- ry l r' Z \SAP 15i b o DISTANCE EASEMENT ° \ \zlw p W �i O 6 LOT 44 0 .° v o O ZO N ROPOSED STREET SIGN , — N o? / o \ ( ) _5' SIDE SETBACK (TYP.) wlv ( PROPOSED CG-1z TYP. " z ¢ ¢ J TOT LOT / \ \ LOT - - - - ° m m LOT iz2 PROP O Zv�O o s\ Lin 2 uiL9 J G Q { w \ 0 ---- T -+ LOT LINE ~ v . I MEETINGui PLAZA \ (P� PROPOSED DECK/SUNROOM L_ ! \ N w Q fir ° LOT 43 A sx 24 l 1z9 (12' W z 3o' L) i - - L - r - - -\ Q } 1 \ I 119 J 1� o - 1 ° (00 LOT 76 � � I --,I \ 59 a 0 1 (3) PROPOSED R \ \ \ \ ROPOSED GARAGE (TYP.) �1 LOT iiz -- \ SIGN ° + - - -PARKING SPACES Y - I LOT 2 r'. �� - �_ - - (9' W x zo' L) -_, 8, 1 �--- - - - ' ,r _ 4 ROPOSED CG-gD ENTRANCE (TYP.) - - - -_ - _ _ 0 _0 s" \ LLI F-1 PROPOSED CG-gD ENTRANCE (TYP ) - _ �03 - - - - - _ \ \ ao ° LOT 77 - - - -� _ I - - - o i SLOT 121 I- �` I I I I \ !�^ 7 —\ VJ Z Q I I LOT73 0 - \ �_ PROPOSED LOT LINE (TYP. > ! _ - - _ - I--� LOT 41 P_EjP / -- r n\ o? y21 1 ~ v - - --I SUl -SIDS ACK (TYPE - - - F zo' EI / LOT 45 PROPOSED DECK 11ti ^`\ - 118' - - - / LU ' PROPOSED GARAGE (TYP J (12' W x 24' L) V "o ° w = LOTSB n LOT78 I LOT113 -- -- ' i / W 00 �I� h 111' 1 r �0 ; ' I -N _--'I / � rl wl- LOT7z o Flo ZI I° I - -- _-- G ALLOWED ON n X - a1ZI _ - - - - °n i / W IDE OFTHE STREET - - - " ¢ I LOT 4o z4 F G -IA - LOT 6 rn ° PROPOSED DRIVEWAY TYP. ° - - L- - - � - - + ( o I TYP.) fi ry I / _ - v I - I 0 4 0 0 _+ n ESETBACK� _ - _ _ -\- I / �-_ m _ 49 m°�o Z �o SID - - - - - ^i n LOT ago ^�' J ~ N II_ ° ATC LINE - S S EET 5 �' -`_- -_ - 11$ - - I j, LU O - A Ir I M - / v 4- hLOT �13 71 - - - -- o f THIS ALLOWED OW N ° - L-Li 'io PCG1 +i9.76 u I LOT -I a7 I LOT 39 PG 14 7• c ai r^ i I , / J 57 6' J °7 _ PROPOSED DECK 3i + I LOT47 ➢� ° ; 11 LOT79 --- I 54 U oo I I in 1 LOT 114 I I RI`N N Rlwl - N - _ O r - -- 115 - - {< --- o i 0 O 1 (1) PROPOSED o _ - - _PARKING SPACE _ _ ° LOT 70 0 - - - - - - - + LOT ug - - _ -TBA (9' W x 2o' L) 3, -^ i I r'- _-r s + 11g' I -_ - - - - I \ SIDE SE - - P 1 �i0 - - 2 I LOT48 --- rn n n _ _ S p I LOT8o m� _- a v FI ^ LU LU ROPOSED 6' PLANTING STRIP I __ - - (z) PROPOSED I m1 l L 0 _ - PARKING SPACES o J LOT 38 20' TYP. va - - - - - J - - � I 120' v - - - w ( ) n p (g' W x zo' L) W SLOT 56 ° - - `5' SIDE SETBT_YPJ - - I - __ N Z -1 r - T PROPOSED DRIVEWAY (TYP.)1 EIP IP - - �'� '�� ------------ _--�I I CI 3� ---�I �o _� I LOT 115 \� -'` A� V JOB No. A I -- i o b LOT 81 m ' -- _ — 8215 --- I m LOT 6g I � to m I I I -I I i '4 r \ � �� �^�-� I •moo � I \ w I I o. Lu � m I I ii I� \ \ 1 0 LOT Z K i + + v - .G ` LL 37 m` r - PROPOSED GARAGE SCALE I Q V (3)PROPOSED LOT 49 I 11 ' � I � N - ---jam I ' \ `i O J o I_ PARKING SPACE - - - I\ ` ={ - - ,1p1 "-1 \ C� 2 LOT 118 --�_-_----- \ I J 3 122 1„_30' 11 T z co I kg'Wx2o'L)Ui 1 LOT82 r, I� �' \ i - �' SHEET NO. mi I O� I 0 --- LOT 68 m I O x li ROPOSED STREET SIGN >12 ITI --- LOT36 -0 -- 0 1 1 bv --- ------ LOT 99 \ \ LOT 98 \ \I PARKINGALLO' �O- \ THIS SIDE OF THE 49 5E11a ROPOSED STREET SIGN li U 11. I I y2. LOTloo I I I 5z' LOT151 I 1 I (�IP.I I r � � � � vv A I i ROPOSED CG-lz (TYP.) Ii II -�1 LOTlol I I / pir / ` 5z 33 /I n o \ \ f \ LOT 1 III a I ! - - - / n / - h/ / LOT loz _ PROPOSED J \ ° \ / )N o w/ I r PROPOSED DECK/SUNROOM 5Y N- _ ET - I (lz' W x 3O L) LOT LINE (TYP.) \ N - - =� - - 9O'— - - - - \ / / LOT io3 / / i r �_= - - - - —1 I LOT 15o l52' i, ---, l r-__ _ �}_ 49' - - PROPOSED CG-gD ENTRANCE (TYP.) �/ LOT to / / _ - - _ IYI ATC H L I N E - SEE E 5 H E ET z3' % 4 j i ( ) - n - { l i/ l /rr - - 57' / + 38' J _ / _ -_, ROPOSED TYP_ zz _ LOT15z / �� LOT to I / 5 - - 97 6z__ ,P' l 5 l l l i l i � i � M a Si - (/ _ /e/ - o a - �3 f Ya l / i / / / //w / LOT l06 r / I / � i / h _- -I - I + yz $2 STRIP- LOTI/F _ - - - - - - -- / �x5p✓ tS�AC` it° YS p UB`CEgE . OPOSED 6PLANTING .• l / _3z' � m- �jl / --_ io82R�w�-z4L l ll�lo v /nrvI i % l I O SCG l�z9ogIXL�Lz rLOT153ROPED -z (TYP.)PROPOSED SIGHT 'R=°DISTANCE EASEMENT- JLOTrog r ° W f al � -^PROPOSED STREET SIGN o tit _ ' SIGHT DIST ` ` 1 - - A_NCE_z8o' z6+Oo n° , -LU - 0 8 - - - f\ li Sz l ' \ - ROPOSED DRIVEWAY (TYP.) W 'NO PARKING SIGNS TO BE PLACED I PROPOSED STOP SIGN - : ° - - _ _ o z8' / i I - / Q EVERY z5o' ON THIS SIDE OF THE STREET o ROPOSED CG-11 ENTRANCE (TYP.) _+SO- y SFTBq G9/2q \ --- / ry LOT iio i 2 P I LOT lz 7+O LOT 154 LU� - - _ _ _'-_-- I i I N I i I 3 � � / O 60, � � I / O / z o N --_ / - - - - - / - / \ PROPOSED STREET SIG J ii hI l i- 2'nSo �) a/ r / ' / / —123— 52 3o U CPROPOSED CG-1ENTRANCE (TYP PROPOSED ROPOSED GARAGE (TY/P /)J /9z - - - - - -2 00 / 74 ' -o yl v°i_-- ,1 - ---- LOTlz4 8 ml �1 LOT iil F \ / TYP.)V 1\ ZI} o --- / ry / /i �/ LOT o i/ 2 / 1 C� 2 x LOT 1S5 \ v\ - ry mry f'`,, 1 tiry 5 SIDES TACK (TYP.) w-,ju 1 v /�/ LOT lz6 - - - z ¢ 1 ¢ '4 r__ �/ / PROPOSED STOP LOT75 i - - - - f ° m 1 m LOT PROPOSED / ^/ rn uj LOT LINE TYP. G / PROPOSED CG-12 TYP. / PROPOSED DECK/SUNROOM N 0m 1 r ( / LOT127 `- ---J \ / l l Po/ yy9 (lz'Wx3o'L) -i------L-T\ 1 °� 1 - - 93 / /K�1VQ� LOT1 6 LOT 76 ' C - LOT lz8 / 2 5 \ b \ -- \ �gP \ % 91 ( ) - v \\ // / REP$ v 11 ROPOSEDGARAGE TYP. -ol 1 LOTllz R � \ � � d 23 y 6 EDCG9DENT� P)-----------�4� 8 °o \ \ / ' \ PROPOSED SIGHT I1 \ DISTANCE EASEMENT LOT77 1 ---9 - 1 1� LOTlzl \ \ 6i� i N -- I OF N PROPOSED LOT LINE (TYP.H r - \ , LOT 1 ' yyti f N - - -I -E SETBACK (TYPE _ _ \ \ \ `< LOT lzg �O// / / 57 \ - LOT 8 - -- - / /ly eb / PROPOSED DECK/SUNROOM T 7 I LOT 113 - ---- / (lz' W x 30' L)� F< ,: - SIDE SETBA - LOT 130 J C / P� Q�i / \ \ /V) 1 ) 1 a LOT lzo / / \ \ \ d' \ \ \ / / LOT 158 \ \ \ /Q� \ _- of ---- PARKING ALLOWED ON gg /o \'LANTING STRIP (TYP.) THIS SIDE OFTHE STREET .'/ \ l SOT -- II i ILOT114 RiRI`N r II \ LOTH _ ' d\ 3 119 LOT8o m�---- i" FICFI mh I I LOT 132 lzo' r - l o- - �\^ Z EIP T O\� \ \ / / a / / / / \ \S \ \ PROPOSED - r � m EIP ' - � ` 83 ,° F�/�yQl \ / / \sue a \ l ^� LOT LINE (TYP.) A PROPOSED DRIVEWAY (TYP.) \A LOT81 ---1 A mlv° II LOT115 �1z m --; - ; _ \F� �\ \\ \\ ryS�g G� ji) / tix°,/ 3ti /^ \\ / LOT16o C maw R� Ql \ PROPOSED GARAGE (TYP. -'1 v �\�F��v / ti` \ \/�� LOT 118 \ , :° LOT 8z --- G \ ° �\ y .,r \ LOT i61 ✓ ROPOSED STREET SIGN / s- / �� ' PROPOSED 5' SIDEWALK (TYP.) \ / V a -_- _ - = - - - - I AO `\ o \ ROPOSED CG-lz (TYPJ N - (1) PROPOSED _ i19_ - - LOT 116 `\ °� _-----PARK ING SPACE- - >_1� -_ ; - - - - v ptJ mi ; ` (9'Wx2o'L) LOT16z X5n:-- LOT83 �3O, PROPOSED CG-11 ENTRANCE (TYP) 25'R PROPOSE STOP SIGN 9� oR / / \ LOT 163 I LOT 84 --- °117V v\ ti ° y xo° LOT y a Ln A\o° -D/ 164 �35UNROOMw PROP ECK/S V, \ v V A A / 5 (12' W x 3o' L) ,, / / /�,ti o / \ o / LU LU\ \ LOT 85 -- °^' PROPOSED STOP SIGN z5' s 140' 11 POSED CG-gD ENTRANCE (TYP.) I / / / / / xo / y OT165 LU I LOT 86 --- I m V / / 0- TF �' F16' a \ , i LLI 145' —� - - / . °/ .r ° �Z \ 'C�• / / / �1Q E �, \\ z \ ti - _T = _ �J. � - � � �-,. / / y1x6 S o PROPOSED STREET SIG \ J / - �% - \ GRAPHIC SCALE 3 \ x /s° LOT B / / / / 90 u g 3a 6a 7 / / is ( IN FEET ) 1 inch = 30 ft. LOT 26�)- / SCOTT R. COLLINS'_Z Lic. No. 035791 ,n ZONAL z 0 Ln co V/ Zoe O z J o ¢ 1�1 Ln F- > z w W ce Q J LUz C7 zM I --I (3) V) N r-i M > � I--i N � W N N W Q LU LU 0[ J la- J > 06 MMIAMEM WL9 _j z 0 Q f2 Q� Luz I_ 0 U ~ Q v) wLU Y J I— UlU z U) I� W zLU � � C0 J k- U W J U J N = O w U w a � � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 / r- i sa' PROPOSED DECK/SUNROOM (12' W x 3o' L) 30, v A , y �I I/ v O v � LOT 140 i ROPOSED GARAGE (TYP.) 8 FS LOT139 i s X / \ I IL-,ag• ,ry / / LOT141 gN.GgRqG/�/� LOT 138 (T / \ F, !sue i a P \l \80 / LO I i \ a, PROPOSED 4 \ / w w w 1. 41 LOT LINE (TYP.) Y ( w w w w LOT 137 S \ „ ° `rO \ \�''S�; .. / 1 � i $/ / \ \ \ \ \ LOT 145 \\ i LOT 146 1 41 PROPOSED DRIVEWAY( P. w `v .✓ w v w w w � w v w w w w w \ \ PROPOSED UP �ANT`ING STRIP / w .v .v 41 v w w w .i. .v � � v 14, LOT 147 � vw v v w . .t v w Ww \ ///\\ 66 0\\ \ / �• \ \ LOT 143 w W w w d? PROPOSED 5' CONCRETE SIDEWALK 3� 36• \ / / \ l j -Y W W W J• J. . .I, / / / / A ��(1\ L�VC� �, A�•A�'�i��` ' /h am \�� `�A O' l•('1Q i LOT136 L/ ,.^�\ \ • y9..\.Q�\�\. \.;(j / // \\ \ .' // w w w w w vN, LOT144 ° l m / v v v \11 .v PROPOSED CG-6 CURB TYP. \ /ro o LOT 148 / v v w .v w .v .v 41CO 00 // \\d•\\ / / \ \\ .\ v- PROPOSED STOP SIG o 1ox5 J� s lS`Qv / ROPOSED 6'PLANTING STRIP o ° d \ / ' PROPOSED CG-11 ENTRANCE (TYP.) r / --93' / 66 r LOT134 O \\ r \ o - — 1p' REAR SET_BA_CK_(TYP. s?o•\ \ so�/ / / / I'FV % s o\ 41 \ / LOT 149 / 45 ROPOSEDSTREETSIGN 1 I I /a /i Oar\ QI LOT151 LOT 100 > 1 I Sz'A - A A �l ROPOSED CG-iz (TYP.) �� II a i /�°iml LOT1o1 / -- Sz' \ 'n x --- \9\\ - A �v LOT 1 0 _t I A / I wl 33 \ II ° - \ Jf \ DON - — — — o h / LOT 102 } - PROPOSED sN. \ 10 Y w( r / r PROPOSED DECK/SUNROOvi 52' fl — REET I LOT LINE (TYP.) n — — = — — — — \ -- — /�, �i 3 / /, c1z'Wxr-- MATCHLINE - SEE SHEET - - 9 -_- -1 I LOT15° --- LOT 10r / i I ir�'- _ Sz' - - A 49, _ o PROPOSED CG-gD ENTRANCE (TYP.) �l — _ \ h_ ` - / � ',//cll LOT104 , r Ir_- ST I I LOT 152 , ROPOSED GARAGE (TYP.) zz' — I LOT io5 l l / r r - -/ - 35' - -� l lI l I / 1. l I l -- _ 2 n ' r- — — — 6z II o 13+00 _ _ ( _ it / / �'/w / LOT io6 / /r_, / / — — �� — — I PROPOSED SIGHT I n — — - — PROPOSED DECK/SUN ROOM Ll - °. (1z'Wx o'L / a — + w°i LOT DISTANCE EASEMENT 3 ) / 3+So ` o / — + 4 PAS S � lrl ° (5 ' U TEE� Sz PROPOSED 6' PLANTING STRIP— it BUC R a +LOT io8 / / u I I i I.< ?� lW) 4 So a z 0> LOT 153 \ \ OPOSED SIGHT — _ 6 ROPOSED CG-1z (TYP.) - k v NCE EASEMENT \ zcP — e y�Ez L___- --� -- � m 3 '- / rl , LOT 10 F I o9 Ilr l+ linty PROPOSED STREET SIG y /' , , — ` — SIGHT DISTANCE[ o a6+oo o ° \ \ I^ - o — 1' — — ��-` a Sa l 28, PROPOSED DRIVEWAY (TYP.) S TO BE PLACED " ROPOSED STOP SIGN _ — —— — — — S SIDE OF THE STREET b i I ROPOSED CG-11 ENTRANCE (TYP.) LOT 110 I 1 (_ Sz a)+o T yP�" l i LOT 1 �i LOT1z3 0 60' ! h 54 PROPOSED STREET SIGN _ 52° ; 3 PROPOSED CG-i1 ENTRANCE (TYP. zo' (TYP.) { n z — — __ — — — — — PROPOSED 5' SIDEWALK (TYP, / 1, r \ S / / \ ROPOSED GARAGE (TYP.) 00, LOT11i r z ^/ I I S2' / ti °C LOT1ss \ \ zl> O o --- / LOT1z5 �� r r o /_ l p h/ l ry ry v li'V, c� titiQ v Y / r n/ / / PROPOSED STOP SIGN IDE SETI AACK (TYP.) > ¢ �/� LOT / - - om LOT1zz PROPOSED / / / _ - iT a -N I W 1 _ Iw LOT LINE (TYP.) --i / �;// / PROPOSED CG-12 (TYP -- . 60n N [ / LOT1z7 SCOTT R. COLLINS'_Z Lic. No. 035791 ,n Z O aLn k V/ co Z O w o Z 'n � a O H r > w z �I W / GRAP / CAI a / 30 -,-"I IN FEET inc 3 ft ZONAL Lu ti z(y) M N M i N CD w o') N N w Q Lu z J \J Lu L9 _j z� WLLI Y TD ul VJ FZ Lu Lu zLu Lu LL J< ® O O N u Q O '1-^-I co W Ila- 06 Q J � W 0 �Q J 177 IL-1 1 00 u 0 m F—I O O w -J rj LL �/ ti ~ Lu a � � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 8 *57 '1 Z I' f 1 A C n111OD_90 r ,I o C ill I m rno rn I I I LOT 55 III I \ I I I \I I I I 1 LOT54 BLOCK 16 I LOT 53� I j i I 42 I DT Si__- PROPOSED YARD DRAIN SYSTEM PRIVATE DRAINAGE EASEMENT I X-3oB CONNECTION TO STORM SEWER -PROPOSED WITH BLOCKS 16 & 17 I 10+$0 .RFMOVF PI NC AND TIF-IN TO R" WATFRI INF - s --- ui LOT \ i r - i.. i LOT39 146 1 jam° 47 �'M LOT -- - PROPOSED zo'ACSA --- PROPOSED F 79 I- LOT 114 - SANITARY SEWER EASEMENT / / TH QF IRE HYDRANT f �I �D ASSEMBLY w/ 8"x6"TEE _ � _ - ' o �y LOT g- o - - -I - -_ - �� LOT11g - - _ I 1 _ I I I � I I - - - SCOTT R. COLLINS� -_ PROPOSEDzo'ACSA- r. LOT, _--1 - -- = '--� 1 -= 1 O SANITARY SEWER EASEMENT LOT 80 -- - i - 1 — �Lic. No. 0357914 LOT38 PROPOSED FIRE HYDRANT I o '- D-1Q - - - - o - MH-6B - r - I £ t PROPOSED YARD DRAIN SYSTEM w ASSEMBLYw/8"x6"TEE a - I 1o' PRIVATE DRAINAGE EASEMENT / \` I N LOT 11 456_ - \\ `rsIONAL Y'� I \\ I ---, PROPOSED 8" PVC SANITARYSEWER I` S �htx ' I LOT 81 ---J II I � 5 \ _' °, �, A CHLINE - EE 5 0 3 --- LOT6g , I - LOT37`4o LOT -- - - - - ' 1 G m< \\ i 49 A I I LOT 13.8 I Z w o OPOSED LOT 8z � J LOT(8 LOT 36 - � r N Q lJ DRAINAGE SYSTEM r I 1Z��1 M -10 /44 Z m LOT So -- N -- -- \ 4oA N \\ / D- D - - -_ - OT16CL 4 0 \ -- - - � - - PROPOSED 8�IT RY SEWER ~ - ^ - �I I 1 I PROPOSED 8" DI WATERLINE` / g / `� � I i II �--- LOT 67 4501 � 1 • I II I I rl � �� \ � I � � 4oD •' � k LOT 35 LOT 51! I PROPOSED zo' ACSA SANITARY SEWER EASEMENT - �5 I -PROPOSED zo' PUBLIC DRAINAGE EASEMENT ti9 \ m z — I Z o -II L --- I I I SWIATE�tLINE _ ,° ✓ `'\ / s �� 5 R OV�lj 0 En DI -_- LOT66 PROPOSED8" LOT34 LOTSz LOT$4 °' 7 o o .. LOT a 1 a' Yp 4A / i PROPOSED PROPOS I --� r i � s, 8"x8"TEE ., �ASSEMB -I LOT 65 I _ i % o I - / v 0"5 D-zB LOT 33 s I o LOT 53 -- f I- .. _ I LOT 85 -- 1 \ I a • — + � •. I I I , � � s s6 MH /ce o ------- — �I -f -- ELL, V / 8 f_ OT 4I --- LOT 6 400 4 165 00 Z3 _ LOT86- OPERTYBOUNDARY(TYPJ r N o o S --- -60T 87 / PROPOSED 8" DI WATERLINE I 3 -r °o SANITARY SEWER\ PROPOSED DRAINAGE SYSTEM 5 / / i A � LOT 31 - I `' -3 � z ' I �, xo° ROPOSED 8" PVC � I LOT z6 \ Q - ` I I PROPOSED SEDBPVC SANIT ARY TARY SEWER LOT 6z LOT z5 oo � CA � L0T 3o I I / / / ' 16x5 / D. ' \ 7— �a ± "j LOT 56 PROPOSED YARD DRAIN SYSTEM w/ / \ - i i m z 7 p_3g I I I 10 PRIVATE DRAINAGE EASEMENT I - / 7 / O LOT 24 (3) I --I 3 I I LOT_61 I , ° E - �' �ko° �� • `' _.._ \ - - / �._/ �l N ~y _ PROPOSED zo' ACSA I LOTzg ; SANITARY SEWER EASEMENT / / V A\ LOTz3 /' �` \ M LOT 53 ° \ / � I� i , ' - 44z / �\ 1 o' -r o° LOT 60 LOT-az " /' - n 15 \ / \ / / \ \ / N W CD LOTz8 O L%% 04 N iPROPOSED8' DI WATERLINE Q LOT zo J LOT 27 I ROPOSED zo' PUBLIC DRAINAGE EASEMENT -� ii' m P� (/ > w OL PROPOSED DRAINAGE: SYSTE f PROPOSED zo' ACSA Q w LOT 59 �� P Q�� " SANITARY SEWER EASEMENT I' r �c� \\\ LOT - + PROPOSED FIRE HYDRANT " ' L zB PROPOSED FIRE HYDRANT ASSEMBLYw "TEE - 1 _ ` - / 8"x6 ASSEMBLYw/8"x6"TEE z i WPROPOSED LOT18 8"x8"TEE - -8" G.V. i U cib LOT 17 1 11+50 W C /12+on 1 -_-- - - - — - _ - / Lu / LOT15 \ �� ✓ Y C) a , W LOT 14 I-_- - - - ROPERTYBOUNDARY (TYP. Iuli) Q ? / SANITARYSEWER EASEMENT _ - 3 _ 4 \ \ / 42k - _p��QJ� / U) \"- \\ 1 g tOT 13 / Q PROPOSIED 8" PVC SANITARY SEWER - r - 1 I LOT 12 r� D �° -J W 00 (� =Lu JO0 LOT z LOTS \ 434\\ / _ �' /, / / / (� r� V Q / ° i O c� � i LOT - � II 5 LOT10 LOT13/� I � i� Q � /� I LOT - - - C� Jm� - LOT 6 7 9 LOT LOT _ LOT w O - 7 �x I , I y �4z4 - - _ _ __ PROPOSEDGREENWAY(TYP. z �` /� -- PROPOSED YARD DRAIN SYSTEM w/ 4� - --- - - - 10' PRIVATE DRAINAGE EASEMENT 30� EXISTING PRESERVED / a 4zo PRp OPEN SPACE STEEP SLOPES TYP. ' ~ i POSED zo' ECSA _ _ - I SANITARYT SEW / i w F- w - _ EX-z6BJOB NO. � ;' CONNECT YARD DRAIN TO STORM SEWER � � � w - - �- "' � � � `v � i �� `v �` � PROPOSED WITH BLOCKS 16&17 NOTE: SLOPES GREATER THAN 3a SHALL BE PLANTE6 WITH NATIVE ---- ' 1821$0 \ STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION / I GRAP IC SCALE, % / L w � SCALE i y SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER ,000 SF. / 30 " 30 60 l\/1 "=30' CONNECTION TO SANITAR Y SEWER w / � 41 SHEET NO.PROPOSED WITH BL OCK516&17 EX-MH-21A I ft. 9 , GRAPHIC SCALE j -- - - --- 5 PRC 30 o i5 30 60 -___ "� �c _ - / �� w - � SANITARY S F�I � / w - 41 w W / /, _ �� — — ✓w/ w S 0 R. COLLINSf -IN_P�EET-}- - / f- �, �i" _ -- -- - - --- - 0 SC T '-� / — - - Lia TNo. 035791 n 1 inch = 30 ft. �--w w w w -w w- w w w w - - w�4 EXISTING STREAM on�S XI T SIONAL 40000 i - W ' - �— L w w JW 'v w" W W ✓ W W W w-- w w iv I: W EXISTING PRESERVED / PROPERTY BOUNDARY (TYP.)-.- I —l• I W W w w '-W W w w W w w l" w w w I�.. W W STEEP SLOPES (TYP.) i - -- - - w w �v W w w w- w w = �, �.� �v �v w w_ v.- w W w w -- J/ W - - / G � v / j PROPOSED RIPRAP w w W W w w CHANNEL OUTFALL lollool LIMI w w v W w w ST w W w w y THAN z \ - " .. •. _ - o W w W �. w w w W w _ ,w w w w w _ °v .v w- W _w :�- W W U E PROPOSED GREENWAY (TYP. m m W w w X w \ w W w - z w w /mow �..� _ --_� / 1$ — - - 1�-- / — - (n \ - - PROPOSED RIPRAP OUTFACE w Q H Z EXISTING PRESERVED \ PROPOSED VAR. WIDTH i — --- ICI W� w,w�wwww 1 ' ,- I _-_ ____-,. � 50��,/ - - STEEP SLOPES(TYPJ PROPOSED GREENWAY (TYP. / SWIM &ACCESS EASEMENT 5z / PROF OSED / /-- 4i 14 / — ° g2 / I ) v_, w �j� 4 SWM AC T � _ v I I I - _- - / / Ii \ I .Lu 53 -. �- W � �� A\ 40 LOT - z66 PROPOSED WALL i u � \ I � I � � S � -', W (MAX. HEIGHT=6') \ \ LOT " 46o -/ LOTioz / 54 - - 4 PROPOSED FIRE HYDRANT / _ , ASSEMBLY w/8"x6"TEE C R 45° / SANITARY SEWS �4 LOT 203 v w l R - _ o MH-33—s s Y - r N SA J 432� ' 1-I i I I � i I � _- .' PROPOSED 20' ACSA \_ - / r Q � 430 - _ _ 44 NITARY SEWER EASEMENT \\_ �t I I , - �v ° PROPOSED LOT 9i r I LUI g� I I /� / � �50 ' a ,.x8"TEE • � 'rl / / w w. w_oW (2)-8"G.V,- S _ / - _ 93 �V LOT96 MCI_ z'\ �, ,ems w 76B__ w I \ I LOT . \ \ 9 I I % --- - ' zo'ACSA i ���_ / / w + o � A�3+oo _ `w s s , ` SANITAARY SEWER EASEMENT J / s 12 5 �3+So woo " ° Q V 1 v LOT o 1 I _ �A LOT 89 PROPOSED 8" PVC SANITARY SEWER ,i — - O 9 / m o w 1, \ 1 \ ` I I I ------- _` -- --I. LOT 4 / /i �" 1zxo 6 �4+0p �w � v+APROPOSED + , i_ '\ O'x8'G.V. , l _6_ �� - / IVIH z A 748 /// �� 73- --/ DRAINAGE SYSTE �$�p1s$�RE T w� � 0 -- G LOT 88 7 / 95 s ° ° ROPOSED 8" DI WATERLINE PROPOSED i \ U8�lC Raw .. w co I --I A aC1 - Y O un \ CONNECTION TO SANITARY SEWER 5 6 / LOT ti*5° i O \ PROPOSED WITH BLOCKS 26& 3-7 \ G 13+o° o w " w v ROPOSED 8" PVC SANITARY SEWER` i Z M 4 O_' s� s R � w � w 13x � �/ � �° I \ w PROPOSED 20' ACSA � N 4 ERS� So MH-z8 70 / ti ✓ SANITARY SEWER EASEMENT / ( O COOP �CRlwl - - _ LOT I — -; Ci) U) w )POSEDS �YARD DRAIN SYSTEM wl (/i F (I LOT 123 04 <49 ° - - _ --5 �w/ y io' PRIVATE DRAINAGE EASEMENT - _ - -+ ~ \ - W fI z -- N o,73 W QJ W 6PROP ASSEMBLY w/ 8"x PROPOSED 8" DI WATEN Z Lu LC w o-4 PROPOSEDzo'ACSA 86 / LOT7,4 _ ` i of J ' 46 SANITARY SEWER EASEMENT D-zo r S 7z REMOVE PLUG AND TIE-IN TO 8" WATERLINE " 3 - OPEN CE LOT in N� PROPOSED WITH BLOCKS 26 & i7 v ° ° LOT44' o i ,° -- ,� � \ � PROPOSED DRAINAGE SYSTEM �yo 8 �z Q i 46 - - ° P ' \ \' 9 7 — J ° ° ro iA \ PROPOSED zo' PUBLIC \ \\ " z 4zg \ TOT LOT / 68 \� \ LOTS \ - - = a N LOT zz - L9J W v,°•� � 0- DRAINAGE EASEMENT G Z » / MEE ING s -- 1,.PROPOSED \ � �--- U ~ I - ---J \ \ � W U' D 9 43 J PLAZA 8"x8"TEE �� xo \ 1 -� � CONNECTION TO STORM SEWER \ \ ' LOT � J \ \ A.. Z m / I I � \ PROPOSED WITH BLOCKS i6 & i7 � �' 1 _, � " a (3) - 8" G.V. � � ° W YD-ioA PROPOSED YARD DRAIN SYSTEM w/ - i--i \ r J _ LOT 6 / U io' PRIVATE DRAINAGE EASEMENT \ o \ 7 LOT 11z ---- l - - - - - \ \ \ Q r " -- \. _ + 45 \ \ E PROPOSED FIRE HYDRANT i W LOT z - - - 7� \ �� --- - ASSEMBLYw/8"x6"TEE Y C) 4 - 430 \ - -- \ \ MH 30 - o i\\ e LOT77 � � 1 - - - - - i--===,i I + - � ti I i LOTizi II \. LOT \ --- PROPOSED DRAINAGE SYSTE _ - _ = _ - - ul I--1 in -1 D 9A LOT4i LOT45 D-2o 1 - - - - ,_ `\ " 4z8 - ��_ - \ / LLI a 3 + I \ I \ 1 LOT78 � 11 j I II LOT 113 I II �- '° I �4----- i � LLI 43 ROPOSED 8" DI WATERLINE - - - f'ACSA 4 z d 6 3 LOT72 SANITOARYSEWER EASEMENT -II I z o n I, 71 PROPOSEDYARD DRAIN SYSTEM w/ LOT 40 LOT PROPOSED 8" DI WATERLINE + - 6 ° N 6 io' PRIVATE DRAINAGE EASEMENT i 4 ✓ - - I ,----- _ �_ - --- - - - LOT 120 - Ali i 4 II _ - - - - �� i _ T 34 i I _ 1 `—` .° ��-� � � �+_ � � / LLB I --- " II 11I \I'•° �I ,� + '' �� II � it _ II ik� I LOT_71 PROPOSED 8" ul vv I LOT ' I LOT 39 2 B I 3 0 I r_ M J- - Q J 57 3 4 2 -+ I LOT47 ( LOT79 --- " - 'PROPOSED2o'ACSA ( (, J r - - I - SANITARY SEWER EASEMENT F--I �� PROPOSED FIRE HYDRANT LOT ii4 i --- 3 z• - I "', ASSEMBLY wl8"x6"TEE O Z _ o LOT 70 _ - I o! LOT = 0 N � ,I PROPOSED zo'ACSA- I LOT 8 -- - w N 4 { �M -3i LOT 80 -- o -I � . SANITARY SEWER EASEMEINT}. J - I- y I I I G 1 _ r D I ' nLOT 38 z5 --- - _ o ' - - z -� I _ 4� - w _ I I o --I --- - Dio - - - T - o m A Z PROPOSED FIRE HYDRANT o - -'- _ - PROPOSED YARD DRAIN SYSTEM w/ - / _ 5 G v I - - -- z z I io' PRIVATE DRAINAGE EASEMENT wi " _ D-6 \ . LOT, 6 O C o ASSEMBLYw/8"x6' TEE _ -- _ -- I JOB NO. PROPOSED 8" PVC SANITAR SEWER I S lZ 5�` I LEST 81 - _ I I `+ LOT 115 + 1 456� LOT6g �� - ����\ 182150 S E g 3 I I I I z _ p - �7'" \�o LOT -- ` "I - - 1 G SCALE Uv F I r I � a � l 49 I 1 I I -1- I ° . 1 � � I I • �, o ROP-OSED DRAINAGE SYSTEM c\\ 1SH°E=ET3N0O' Z d' LOT 82 Q J LOT 68 . / 44 Q _ LOT36 r J J+ I I I i I-- i 1 I HF Q PROPOSED 8" PVCSANITARY SEWER / D1 \ PROPOSED ao' ACSA ` \ / \ SANITARY SEWER EASEMENT / 16+ - - I ` LOT iio J ti I - - 79 So w� �w: Q N SCE �� LOT i54 / / PROPOSED YARD DRAIN SYSTEM w/ F- F ( LOT 123 I S _ y " / \) \ io' PRIVATE DRAINAGE EASEMENT - + W i _ _ / 8 z�+oo S4 r-STRFE D- / /17/ - "so z + _ / ---- s 8" - 464 D-6 - / PROPOSED DI WA —W F / � / /iRfO� OS ED 6' DIWATERLINE y LOT � �DT7 / -' LOT 11i i LyJ •• d, r � �* _ ° y � - - LOT i / LOT 125 �/ - // / ROPOSED 8"x6" REDUCER 55 i 1 I � LOTia6 LOT75 - - --- ° �ro LOTizz i\ \ \ 1 / l i l l i--1 i/ / l \ -. / MH4a / + v _, / r / // PROPOSEDy". \ ---- - - / -- li LOT iz `, / a` 8"x8"TEE \ // / \ / / / / _- r / / /r � - �/ _ (z) - 8 G.V. LOT 76 / - LOT ia8 3 / LOT i 6 \ __ PROPOSED YARD DRAIN SYSTEM wl / / / 5 J LOT m/ -� i I - � \ zo' PRIVATE DRAINAGE EASEMENT �-_- / /r i / • �s PROPOSED FIRE HYDRANT V ASSEMBLY w/8"x6"TEE °o N I \ \\\ / 1// / ; i ROPED 8 PVC SANITARY SEWER - \- - LOT-7Y \ - - - + s LOT 121 \ \ / \ / o - - - - - ------ PROPOSED FIRE HYDRANT / ASSEMBLY w/ 8"x6" TEE \ AINAGE SYSTE I � ---� - =-- - ✓ / `� \ - \ � � // � \ \ lOTi57_ LOT izg D-6 \ \ \ / / \ PROPOSED zo' ACSA 8 SANITARY SEWER EASEMENT I LOTi LOT7 13 PROPOSEDao'ACSA kRD DRAIN SYSTEM w/ RAINAGE EASEMENT C FLicN L7Ip9N1�S 4'n� s\ \ z 0 \ a k Z w O o Z � O a _ cn r w I � H SANITARY SEWER EASEMENT - -PROPOSED 8 DI WATERLINE +\�\ \ \ \ \ \ \ / - / - - -- CAP �� - - 5 RO/OSE WA \RL E \ - f '-- - -- — - - II I�N �,�x6 LOT13o// \\\ \ // y Ii LOTizo \ \ \ / / �ti \ \ \ 1V / ' S k a LOjg' ---' - PROPOSED 'ACSA \ V A 3\ PROPLOT 11 SANITARY SEWER EASEMENT OSED FIRE HYDRANT A LOT1 1 \ i \ 4 1 i — ° ASSEMBLY w/ 8 x6"TEE _ I - _ 0 -11 LOT iig D-5D LOT \ / \ 31 LOT8o I M PROPOSED YARD DRAIN SYSTEM w/ io' PRIVATE DRAINAGE EASEMENT i 7 / oo �/ LOT 115 456, G� ,1 " x \ LOT i6o V \ LOT 8i i �6.Lu I � D_ 4B LOT 118 \/ C7 O LOT 82 --- LOT 161 Q / - - --- / -- LOT i16 F \' ° / yok 60 \ / \ \ 1 40 0 \ ------ PROPOSED YARD DRAIN SYSTEM w/ -- i I I I 1 � v /ED ` - PROPOSED 8" DI WATERLINE h / ' �� LOT i6z V A 4 �' \ / / io PRIVATE DRAINAGE EASEMENT N PROPOSED zo' ACSA \. \ Q ° . LOT 83 -_-_ I �' ,i\ \oi �.coo ''SANITARY SEWER EASEMENT �� \ \ �/ \ Q U) -- I -i 3 9 \< \ / N T 0 I ' PROPOSED zo' PUBLIC DRAINAGE EASEMENT - \ N V A � , � NOTE: SLOPES GREATER THAN 3a SHALL BE PLANTED WITH NATIVE � r-I Z LOT i63 � \ -�`� � / D_5 Q - / N 1 / /� STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION i J Q 4 LOT 1i7 _/ '°' ��vo A ti9k ROPOS DE sWATERLINE \ v�. ��A A \ V / SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER Y o0o SF. LOT 8 Lu D4A / / PROPOSED PROPOSED FIRE HYDRANT \- i � j EMBLYw/8"x6"TEE 4 � `/ �' �' -"_ ' � � J I / 8' x8' TEE OT i (z) 8' G.V. S PROPERTY BOUNDARY Lu - • i — I f LOT85 a° s6 v__ f \ ---- O06 L9 J - YD-4 I $xo° 38A \� OT165 \ 46 / i2 I I I I Lu LOT 86 / V A � Q ° ICI PROPOSED DRAINAGE SYSTEM z / / / _ �— / tit 0° / / S / OPOSED 8" PVC NITARY SEWER', �h YD-5A \ �+ - (` \ / Co< x / z 3 / / LOT z6 I --I in A ° ✓� / .° •ice ,�� y //� r - W i LOT 25 �\ V o/ r LOTz �I i i 4 / \ O ° 6x� _ < J w LOT 23 44z °n LL- J LOT zz O v v ULU A / Q r / Vv� LOT zi s a ROPOSED 8' DI WATERLINE - - - _ Lo LOT zo_LJ OLu / �; _FROPOSED zo' ACSA �� / Q_ - - - O w W SANITARY SEWER EASEMENT \ \O % LOT-ig -- / 0 W ` \ / f / Boa No. \ PROPOSED FIR HYDRANT z / _ 6� ASSEMBLY _ / \D - -_ `\ / 182150 \ R / GRAPHIC SCALE \ \ \ LOT J / Y DpAO / ✓ /, 0 0 �5 30 6. SCALE \ PROPOSED — - / GE / / \ x8 TEE - ER G.V. t ' / - U (\JI ROF \ \ — — / MOWEO" 30' - -- _ — \ \\ LOT17 Q ,--/ - �'.-'_ —r/ }�- ( IN FEET ) / SHEET NO. 1 inch = 3 ft. 1 1 - 1 EXISTING MANAGED STEEPSLOPES (TYP.)� J / f ROPERTY BOUNDARY (TYP.) i - PROPER OUNDARY(TYP.) - r I , '3o --- � � � � i '` � \fly •' / LOT24o �RFS LOT 239 �� / PROPOSEDTYPEA _ BLOW -OFF ASSEMBLY FHB -- TIE-IN TO EXISTING SANITARY // < /l FF R� SEWER MANHOLE / - -,y / LOTi4i EXISTING SANITARY SEWER , ��J - / ✓ / / / i EX-MH-i / LOT i 8 \ II / EXISTING STREAM - / oPROPOSED 4' S BEND y W � - � 5 � \ -� � 4 0 lD a LOT 14z W _ v 9° /'\ PROPOSED YARD DRAIN SYSTEM wl io' PRIVATE DRAINAGE EASEMENT i EXISTING SEWER EASEMENT ARYw �1 LOTi a '� 11 / D-8A 38 - - — — - w PROPOSED 20'ACST \ so LOT34S LOTy46 PROPOSEDzo'ACSA \ s g 88B \ SANITARY SEWER EASEMENT -37 458 / \ j.i // 6 / / LOTY47 \ 0 o LOT \ �` \ D8, PROPOSED °8` PVC SANITARY SEWER,° MH A \ / SCOTT R. COLLINS'_Z Lic. No. 035791 ,n ��s?ONAL Y�GS w W w w w J MH 36 LOTi-6 -39 / y \ \ PROPOSED DI WATERLINE / \ LOT 3.44 PROPOSED 8' PVC SANITARY SEWER PROPOSED DRAINAGE YSTEM �s \460 ` \ ROPOSED ✓ \\ 6"E/ DUCE s 1s / Lu 0')LOT i35 / D / 7- PROPOSED FIRE ROPOSED 4" BEN `I LIMITS OF EXISTING w/x� Lw W 1�1 WSTEEP SLOPES HAVE BEEN DETERMINED TO BE LESS LOT i48 M IJZ-I THAN 5% BASED ON NEW TOPOGRAPHIC INFORMATION. -3y R / _ _ \ PROPOSED zo' PUBLIC DRAINAGE EASEMENT' \ 4 B / lkoo 1 L I� s NOTE: SLOPES GREATER THAN 3a SHALL BE PLANT WITH NATIVE X \\ Y ° PNG�RL�� RIv 1 -- / C) PROPOSED GREENWAY(TYP. STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION \ \ 7 0 �P -- \ \ , \ 1o+5 / lOj-BLOW,OFFASSEMBLYPROPOSED TYPE A —_ SEEDS AT A RATE OF 6o LBS. PER ACRE OR i LB. PER i 000 SF. \ 3 / \ ! \ PROPOSED 4" DI WATERLINE, / CD N \ \ \ 464 w / / / O LOT 134 a 94A N PROPO-- - - - - EXISTING PRESERVED \ � (6 x "TAD 1okpO - 7 / LOT i / N off- r STEEP SLOPES (TYP.) \ �\ (i) 4" G.V k\, w D / Q Z _ 4 / / k9 �� —I- - / / l I--1 �� \ 1 1 �i LOT 151 i\ i Lu Lu - LOTs o�_'_ o ° i 1 sir m� D- A A /// V i p� J / r v� 9 '� _ 7 LOT iol - I A M f _ � LOT 133 - \ / EXISTING GAS EASEMENT w z 1 -� 4'o / - -I LOTloz�M 40 — \ / - / PROPOSED 6' DI WATERLINE -- - - - - -- _ \ O � --- > l 3 i l =` - \ I r - - - - - - LOTi5o 4 EASEMENT LOT io /�-__ I I { 450 _ - - 1M I a --- I I ��o ti �C(� IS \ w X TING WATERLINE LOT 'o _ - --- - I LOT152 o 'RC _ 460 ,4 LO 105 " _ I _ x8TEE - - - P_ROP-OSED z-o' ACSA_ I � � o SANITARY SEWER EASEMENT QLOTio6 U3 LOTio7 PROPOSED, C DRAINAGE EASEMENT y3 POSED zo'ACSA ++ z -SANITARY SEWER EASEMENT �4+0p w\ w s - l _ 'r h6o_ LOT 1o8 m / 01� w\` m 5 gg ` PROPOSED FIRE HYDRANT ,< / I _ " X i \ \ \ / / 9 PROPOSED DRAINAGE SYSTE $ S%R W - ASSEMBLY w/ 8"x6" TEE _ / /' I i LOT �53 I / ` uJ `\ M (54 P�IBI� R % �w`` `- - �- , / 4 o i i I LLI WATERLINE �% C w s �W PROPOSED 8" PVC SANITARY WER i o .' 1 � � � l � - s 8oB � r �r - LQT1o9 / rp w ROPERBOUNDARY . . s y TY(TYP') � (� Y "I . - -- w `5 \ AT HLINE -SEE SHE p I � - 0 I ROPOSED 8" PVC SANITARY SEWER ; ° y6+0p- w o w S 6 / PROPOSED YARD DRAIN SYSTEM w - - - LLI a PROPOSED zo'ACSA r6 / ` \ \ I / -1 1 , - // 20' PRIVATE DRAINAGE EASEMENT / �' I h LOTsio i ~ SANIIIAKYSEWEREASEMENT / - y6+5o \w \\ 8 3 \ LL I F (i 3 -' -- w / o LOT 154 '; % / I J �W J_ / 8 y �� i _ y - - - o F - --- - / - 80 7 --- _ - — - - ULLI o / l y1+ r \ I „ - -- ' YD-6 i� / / / /,PRPOSED 8" DLWATERSo LINE - � N I s NL-. �_ --_ �6R r r O- }_ _ --- 71 - - - - _ - PROPOSED 6" DI W TA ERLINE --_ i F - - LOT iz o z- - ` 4 1 LLJ / - 8 xo0 o° w " / r - _ / LOT iz i / ry* - h - - LOT i55 LOT its iI:zIz • r 0w -- 5 - ROPOSED 8 x6" REDUCER / r1 1 JOB NO. I I I / `-'-' ,/ // r 7 � ,, b, 3 � � / GRAPHIC SCALE / — — _ U 1 I p / / _ LOT 126 182150 �I LOT izz 1 l -i- l \� - z --i PROPOSED i i C 1 / , / / / 3o G i5 0 60 a % .++ — ° I —Q r Sc 30 h- / LOT /// 8"x8"TEE ��� �/ / \ / i o (z)-ts G.V. v � / \ 1u_ ' IN FEET LOT 156 v v 1 inch = 30 ft. SHEET NO. / LOT Iuz I "I PROPOSED YARD DRAINS YSTEM w/ / / 12 \ Flo'PRIVATE DRAINAGE EASEMENT / ! / NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 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 N077FY 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 THE 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 THE COUNTY. ALL DRAINAGE OUTEALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA7ONS ARE APPROXIMATE EXACT LENGTH, LOCATION 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 SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO I/DOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL 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 SE077ON 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 07HER REGULATORY DEVICES SHALL CONFORM WiTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER 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 I/DOT 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 7RANSITTONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPEC77ONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH 1/DOTS VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ROAD NOTES GRADING 1. 774E LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN 774E MATERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA7ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION 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 CONDIT70NS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY 20 FEET IN LENG7H 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 SA77SFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 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 THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, ll, OR 111 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 COMPLE77ON OF THE INSTALLAT70N 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 DEP77'l, TEMPLATE, AND COMPACT70N 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. SQ. YD. . WITH 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 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 DEPAR7714ENT OF 7RANSPOR TATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. A chorTM Diamond' X TYPICAL BASE PREPARATION WX INOTTo uANE) •-'-"'-' "'O1M1''• NDT ~~`I OF ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (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 SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3, 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 J. 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. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). A ----I WIDTH OF ENTRANCE 0: DR w'4Mf0 O E%PAbION JOINT • w sR E %6TINC OR PROPOSED rc s SIDEWALK OR SIDEWALK SPACE / COMB NLLWEO N EXPANSION JOINT A\ ENTRANCE GUTTER c, w N C 6 0 � u � FLOW LINE s ENTRANCE WIDTHDESIRABLE tl MINIMUM 16' EXPANSION JOINT ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT . I NORMAL CUTTER TRIP GENERATION i°=tool i ... .ti _ ! 1 - N I ' F4 IC,.1 NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS.'NO PARKING' SIGNS SHALL BE PLACED 6' a.S' az5' azs z.5 6' S' i�.'-.-~" ! n MN^^� °�wA w EVERY iSo'ALONGTHEPROPOSEDROADANDCUL-DE-SAC AS L --� L'�, �- `' "� _-- sTRln acur*en I ,,Nn wl+el �acuTTsx\ smin soswulu Y ; _. �'._ r \� - SHOWN ON THE ROAD PLAN LAYOUT SHEETS 5-8. $ 1 ; I `� z SCOTT R. COLLINS'Z, I-y Lic. No. 035791 a� ON 6i RAN-RIW TYPICAL STREET SECTION - 54 ' PUBLIC ROAD R/4F BEAR CA ICE DR TALEN LN, COOPER ST, OTIS ST, WESLEYAN WAY, RANGER C7 25 /VIPH DES/G',V SPEED ('OT TO .MY;i/FJ BEVELED LIMITS 11-11 rmu, MIMI IM\ AR�nofTM D;orllood' X EINPORCEMENT ('ONNECTION W% MOT iO5C.9I. F:l '-'.. •�.•"""•"'••, 10,6 H I V f.=MFO[CEAIkMLFN(ifl-------�I rloion I LNmi Nf �Uf i4aeWUWTCP[xNuimcr An EXL` VATHTdx % ICI EXCAVATION OVERSTZDIG WX SCAM[:3/X"=I'd"1 •' - •"'w"r 1 =14":= s�ic�\I'a�n[v H V4':� •o iq �AI° nu, TYPICAL STREET SECTION - I�AR" WIDTh' PUBLIC ROAD R/)V (COOPER STD NOTE: PARKING TO BE PROVIDED 25 fblPYV I>ESICN SPFE WITH BUMPOUTS ALONG ROADWAY. (NOT TO SCALE) /L IPoIMi MF F➢6PaOf NISI":1 Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Subbase h a Dp BEAR CAVE DRIVE 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 2 152 4 4 8.20 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 RANGER CT 57 2 77 4 4 5.83 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. LIM I IN 11 X I I AN ® AT _ _ -W ® ACCESS ROUTE STRAP UWAVED $PACE NON -TRAVERSABLE UNPAVED SPACE WIDTH I�� W 55 RG)lE NON•TRAVERSMLE _' L CE53 ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH d WITHOUT UPAVED SPACE NXIITKNAL RIGHT-OF-WAY 6 EO RED P THE LIMITS DF PEEBTNAN ACCESS ROUTE EXTEND BEYOND LOSING PRIAD ITONA. RI HT OT RIGHT IS W I�ISJ PEDESTRIAN ACCESS ROUTES PROVIDE A CONTMUWS ® UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT . [, • A. , LE % PATH CONNECTING ALL ACCESSIBLE EMENT$ OF A THAT CM ME HALF PLAN N� BE A"PROACxED.EEO AND e, -.>. I:.USED USED. B BY PEDESTRIANS. ••e,e, •e, ! IF PEDESTRIAN ACCESS ROUTES RA ME KING REQUIRED. A MNMUM4• TRAVERSABLE WIDTH WITH A MAX. 29 CROSS SLOPE . SECTION9-8REQUIRED WHEN USED IN CONIUNCTON WITH STANDARD CG-3 OR CG-7. THE CURB FACE ON THIS STANDARD IS i0 E ADJUSTED TO MATCH SIEWAL� PARAN%JC THE MOUNTABLE CIRB CONFIGURATION •1---~ CURVE . M'. K SECTION A -A ROAD AND BRIDGE STANDARDS SHEET I OF 1 REVISION DATE 203.03 07/15 �D °4R9'no W0XIT0 CX CHANCE W Ass As 1 I E.S.) COMIC. SIE.C-�TIIIO+N{O C-C ®POINT OF GRADE CHANGE ' I ER x x 12 % MADMLM WGREAST: N MOPE AT MINIMUM KY WTERVALS i- x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST D' INTERVAL IlD 8 X MAXMUM DECREASE FOR SUCCEEDING MINIMUM 10' NTERVXB SECTION D-D STANDARD ENTRANCE GUTTER SHERfFELPREADNG T 502 VIRGINIA DEPARTMENT OF TRNLSPORTATIDN TOP OF 4-1 CURB 2' R s 0 Q W - o { + ' \;\ f FOX p1�Pl p a LU 1'�- z I _ry, RDGE ROAD _ `\. /� ,/i� '3 R- ':':';"':' �� ------ 'III �\-- -L-- C � :.:.:.\: � '� � '�I MKHELAN�ELO OURT o TRIP GENERATION C LCULAONS ....� " �` 1 --TRIP GENERATION BASED ON ItE TRIP GENERATION 00 MANUAL ioTH EDITION 78 SINGLE FAMILY DETACHED UNITS (CODE 210) & SINGLE FAMILY ATTACHEUN D ITS (CODE 220) (5' MIN.) \.- \� ss" (rvPJ SEE PAVEMENT CHART FOR DEPTH OF EACH soo4' �OMIN. 1, \ � \ >���� \ ` � \ADT: 1,374 VPD (687 ENTER/ 687 EXIT) PAVEMENTCOURSE Ps \\`; �-AM PEAK: 98 VPH (24 ENTER/ 74 EXIT) LD\VDCIT � -) -`-6 z �SUBGRADEJ N�57,/88, OR /78 4 21-A STONE BASE `, \ � ` ~ PM PEAK: 226 VPH (8o ENTER/ 46 EXIT) ('7 STANDARD CG-6 STONE UNDER ' , BASE R CURB @ \ `\ ' CHECKED BYVDOTNDE PRIOR TO ASPHALT PAVING - ROADS CONCRETE SIDEWALK ,\ \ ; CURB &GUTTER PAVING AND/OR BACKFlWNG. NO SCALE NO SCALE NO SCALE \ �` � � _ -1 i '/ -•� 'h" �N} CC-12 NOTE' COMPOHENTS OF COMB RAMPS CONSIST OF THE FOLLOWING' CG-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST THE FOLLOWING, CC-B yI HYGi/DLIC CEMENT SIDEWNX (DEPTH IN INCHES. AREA IN SWARE YMDD NTDRXLIC CEMENT SIDEWALK (DEPTH IN INCHES. MEP IN SQUARE YARDS] CAN WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) CURB WHEN MOUNTED (CG-2 OR CG-3 IN UNEAR FEETI \' J GENERAL NOTES' DETECTABLE WANING SURFACE AREA IN SQUARE YARDS) GENERAL NOTES AN WARNING SURFACE AREA N SOUME YARDS) �N. 1. THE DETECTABLE LNG SHG SHALL RO PROVIDED MA By TRUNCATED DOMES. BE S OF THE MOVE ITEMS 6 A SEPARATE PAY ITEM NO SHOULD I. THE DETECTABLE WARMING SHALL BE PTHE MA By TRUNCATEDAPPROVED DOMES, EACH OF 1HE ABOVE ITEMS IS A SEPARATE PAY ITEM NO SHOULD V BE SUMNAR12E0 FOR EACH CURB CUT RAP. E SUMMAR12FA FOR EACH CURB CUT AMP. NOTES 2. DETECTABLE WARNING SHOAL BE FROM THE HOT APPROVED E6i FOR 2. DETECTABLE WENNWD SHALL BE FROM THE MATERIALS MHALL M LET FOR DETECTABLE WENNNG OUFACES. Pfl000CT5 NOT LISTED SHALL MEET SEWALK AMP tYt MAX DETECTABLE WMMD SUFAES. PRODUCTS NOT LISTED SHALL MEET SEWALI, RAW UH MAX I THE REQUIREMENTS OF THE SRECIAL PgOVIGON FOR CC -12 DETECTABLE 409 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48% MAX t. R16 ITEM MAY BE RECAST OR CAST W PL/LE. WARNING SURFACE AND SHALL BE SUBMITTED TO THE STMOAMS AND WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AW SPECIAL DESIGN SECTION FOR APPROVAL. \ SPECK DESIGN SECTION FOR MPRDVAL. � 2. CONCRETE TO SE CLASS ADS IF CAST IN PLACE. J. SLOPING SUES OF CURB RAMP MAY BE POURED MGNOLITNCAALY WITH RAMP 4• ]. SLOPING SmES Of CURB RAMP MAY BE POURED MONOLITHDALLY WITH RAMP4' 4OW PG IF PRECAST' N FLOOR OR BY USING PERMSSBLE CONSTRUCTION JOINT WITH REQUIRED BARS. pT� FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. T 3. COMBINATION CURB M GUTTER HAVING A RADIUS O 4. IT RAMP FLOOR 6 PRECAST MILES MUST BE PROVIDEDMADE FT DOWEL BENS OF -L 4. IF RAMP FLOOR F PRECAST IDLES MUST BE IN FOR DOWEL BARS OF GE 300 FEET OR LE55 (AAND FACE OF CURB) THAT MJONING FAMED SO'ES CM BE CART N PLACE AFTER PLACEMENT OF 0:1 MAV THAT ADJOINING FLARED SIDES CM E CAST N RACE NITER PLACEMENT OF 0:1 No SXM1 w PM FOR M RADIAL COBNARON PRECAST RAP ROM. PRECAST CONCRETE SNARL K CLASS A•a. PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE ttA53 a•a. CURB M WiTER. W N 5. EOUHED BARS ARE TO BE NO, 5 X 6" PLACED f CENTER TO CENTER ALONG TYPE A 5. REQUIRED BARS ME TO BE No X 9" PLACED 1-CENTER TO CENTER (LONG TYPE A 4, FOR USE ND1 STA&I OPEN -GRADED MANAGE BOTH CONCRETE SCOF OVER XiFI/NRMIP fL00R, M0-OEPTX OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SIDES CONCRETE Go�VER�%zRMIP FLOOR, NO -DEPTH OF RAID iL00R. MINIMUM PERPENDICULAR LAYER. C01'ATTRUC 0 PARTOWTHE SLOPE N \ OF 511®ASE COMBO AND TO THE DEPTH OF y B. CLR9 /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CAN RAPS 8. CURB /CURB AND GUTTER SLOPE TNSITIONS ADJACENT TO CURB AP B RAMPS CUM INCLUDED IN PAYMENT FOR CU/ CAR AND GUTTER. 5'MM ORE INCLUDED TXE PAVEMENT.EO IN PAYMENT FOR CURB /CURB O GUTTER. 5'MN J. CUR RAMPS ENE TO BE LOCATED M SHOWN ON THE PLANS OT(M DIRECTED 12'1 MA% T. CUG RAWS ARE TO RE LOCATED M SHOWN ON THE Rµ5 UR AS DIRECTED 12:) NAX S. ALLOWABLE CRITERIA FOR THE USE OF CO-6 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER ��_ ��'� D IGN S ON ROADWAY N IN APPENDIX AND 12H N BY THE SSGNEER. THEY ARE TO BE GROUTED AT INTERSECTIONS ACILTTVER 0;1 M ESYJH SPEED AS SHOWN NAME SEC A OF W GR ACCESSIBLE ROUTE REGARDLESS RWITHINDLES THE WHET OF WAY AL A X1EXIWAY FACILITY -°� CA ACCESSIBLE CURB ROUTE WITHIN THE WHET ER WAY AL A HIGHWAY FACILITY A 2" R ONE ROAD DESIGN YAIUA IN ME SECTION CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS E%ISTIM;, PT(OPDSED, CROSSES A CU(B REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, �K-�--�{ ON CS URBAN STANDARDS. OR NONEXISTENT. THEY MUST BE LOCATED NTHM PEESiRMW CROSSWALKS ' OR NO XTSTENT. THEY MUST BE LOCATED WITHN PEDESTRMN CROSSWALKS I ^ AS SHOWN ON 0.AN5 OR AS ORECTED BY THE ENCNEER, OND SHOULD NOT TYPE B M SHOWN ON 0.N5 OR AR DIRECTED BY THE ENtlNEER, MD SHOULD NOT TYPE B w K LOCATED OP BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE BE LOCATED BEHIND VEHICLE STOP LEES. EXISTING LIGHT PWES,FRE UNOBSTRUCTED MRUCTEDP INLETS. ETC. ACCESSIBLE ROUTES PATH CO A CONTINUOUS PARALLEL UNOBSTRUCTED. DROP INLETS. ETC. AND VUP RE ROUTES PROVIDEMA ALL PARALLEL UN065Tfl11GTF0 STABLE O SUP ESISTµi CONNECTING N1 v •i" , OB T TILT DSTABLE.MD RE i X CONNECTINGL . FRN M R PATH NG KP <' lIN S R E . FIRM SLP RESISTANT PAT AL + NM N n �M,n• , 4 P F, Y r +v, Y :n MAn�a'Vr !vA T T Y 'N ACCESSIBLE ELEMENT$ M A FALNTY THAT CM BE APPROACHED ENTERED V A�V�r ACCESSIBLE ELENEN S OF A FACILITY THAT CN BE APPROACHED ENTERED I 4`P 4r k "� s'" spa AND USED B PEDESTRIANS. Y 'W '`N' %K AND USED B PEDESTRIANS. % '�•,,'/'1P�/ A vry^2'D" •nx kNir f4sZf+M�i r,,h & RASPS MAY RE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT Th�K'ir?Y' T211AA% R. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT I w4sT`>"�')rAr° 11 TARN( THE CURB OPENING IG PLACED WITHIN THE HE C OF THE CROSSWALK RID \. ��- THE CURB OPENING IS PLACED WITHIN THE ANTS OF THE CROSSWALK AND A% Y VAX 1 THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING I$ 121M � �'P THAT TIME SLOPE AT THE CONNECTION OF THE CURB OPENING B 121M PERPENDICULAR TO THE CURB. 5. � XX *� PERPEHDOULAR TO THE CURS. 5. UN X XTA 9. TYPICAL CONCRETE SIDEWALK IS 4" THOK. WHEN THE ENTRANCE RADICARNOT S. TYPE& CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RNIICANOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMMODATE THE TURNING REOUBREMENTS OF ANTICIPATED HEAVY TRUCK TRA'FC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4'MN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY a•MM AT 2" HIGHER iXM AT 2" HIGHER TXM TRUCK TRAFFIC) FOR CONCRETE DEPTH. � EDGE OF PAVEMENT TRUCK 1RAf0) FOR CONCRETE DEPTH. T EDof OF PAVEMENT 10. WHEN CURB RAPS ME USED IN CONJUNCTON WITH A SHARED USE PATH, AT XX . SATE AS TOP OF CURB 10. MEN CURS RAPS ARE USED IN CONJUNCTKR WITH A SHARED USE PATH, \ AT XX , SAME AS TOP OF CURB THE MMMUN WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE WRB RAMP IS PRONGED FOR TWO CROSSINGS (DIAGONAL). TYPE C It. WHEN ONLY ONE CURB AMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C A 4'1 4' LANDING AREA SMALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR A 4'x CLADING AREA SHALL K PROVIDED TO MANEUVER A WHEFLCHAR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'• 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAWLWAY. THIS 4'K 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME TRUNCATED DOME 12. ALL CASES WHERE CUTE RALPB INTERSECT A RADIAL SECTION OF 12. A.I.CASES WHERE CURB RAMPS NTERSECT A RACIAL SECTION OF .8"-2.Y' C-C .8"-2.4" C-C f]M9 AT ENTRANCES DR STREET CONNECTNNS THE OETECTµLE WFE AT ENTRANCES DR STREET CONNECTIONS iE DETECTABLE WENNNG SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD � O O O O O o WARNING 5URFAI SHAM HAVE A FACTORY RADIUS OR BE FIELD � O O O O O o -WDIFED M RECOMMENDED BY THE MANUFACTURER TO MATCH +_ -MOORED M RECOMMENDED BY THE MANUFACTURER TO MATCH b0000 000000o 60000 0000000 - THE BACK OF WRB. THE BACK OF CUR& - O O O O O 0 0 000 0 0 --( - O O O O O 0 0 0 0 0 0 0 -- LAID N C RAW \ u it 0 0 0 G 0 0 0 0 0 0 0 0 0 0 0 u it O O O 00 .0 O O O O O O O O a + ml 0 0 0 0 0 00 0 0 0 0 0 D O O + NI 0 0 0 O 00 0 0 0 0 0 0 0 0 O o0000000000000o 000000000000 Doo 0 D o 0 D o D o 0 0 0 0 0 0 o ro o D o 0 0 0 0 o D D D D D o 0 X- X R 7-65X OFDIAMETER ' TOP OIAIETER O D O O O O O O O O O D D O O TDP OIN.£iER O O O O O O O O O O O O D O O -DETECTABLE WARNING c DETECTABLE WARNING c AT BALK OF WRB 0.9"-14• AT BACK OF WRB 09"-tt- I VARIABLE FURL WIDTH OF RAMP FLOOR 1 - - I VARHMLE FULL WIDTH TS RASP FLOOR SEE NOTE 12. 1 BASE GANETER I PAY LIMITS BEE NOTE 12. BASE GNETER I PAY LWITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL DETAIL ANO �VDOT SPECIFICATION XV007 SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE CC-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS PAD BRIDGE STANOADS SHEET t 5 REVISION DATE (GENERAL NOTES) ms sEEr 1oF 5 EVIs1oN DATE (GENERAL NOTES) 'ns 203.05 07/8 VIRGNA DEPARTMENT OF TRµSPORTADON 502 203.05 O7/15 VIRGINIA IY.PARTMFM OF TPM'SPGftTAnON 502 CG-2 M-2, 2' 1. ITK HEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 P CAST N RARE, 4000 P51 IF PRECAST. 3. CAN HAVING A RADIUS OF 300 FEET OR LESS (HANG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. TIE DEPTH OF CAN MAY BE REDUCED AS MUCH AS 3" TV DEPTH) OR INCREASED D AS MUCH AS 3" 121" DEP I'M IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COARSE OF ME PAVEMENT SUBSTRUCTIAE OTHERWISE THE DEPTH 6 TO E 10" M SIDW'N. NO M. DECREASE N THE PLACE SE 6 TO BE MADE FOR A DECEASE OR N INCREASE N OEPM CO-2 15 TO E USED ON ROADWAYS MEETING 5' THE EQUIEWITS FOR CG-B AS SHOWN N AKEIN MllRO SECTIIOON ON ( ME S OMEN STADAD� AL' ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SM-9.SA SURFACE COURSE BM-25 INTERMEDIATE COURSE COMPACTED AGGREG BASE COURSE, VDOT h STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION X 27Y4" MIN - 2BY4" MAX RAIL HEIGHT 3'•F/R" 3'-1%s• ]'_1y, 3._1y,. 2• R N % D.�TD.� _ �!A` �ANA" /Xla•.W ylav/s" ,v� ° ° II II II II II II III II GR-2 GR-2A W-3" POST SPACING) (3'-9/s" POST SPACING) Dy�D.��O MAX DYNAMIC DEFLECTION 3' MAX DYNAMIC DEFLECTION 2' ° .. • BARE D.t�D.r�D D D SUBBASE NOTES: \ T GUARI LOCATIONS SHOWN ON PLANS AIE APPROXIMATE ONLY AND CANBE ADJUSTED WRING CONSTRUCTIONIF A`D B" M ONEcrEO er THE ENGINEER. FOR DETALS OF POST AND BLCCKOUTS SEE SHEET NO. 501.05. x OPTONAL GR-2A METHOD • OPTIONAL GR-2A METHOD WHO NESTED RAL USING ADDITIONAL FOR DETAILS OF RM ELEMENT RAL SPLICE JONT ANO RAL ON BACK OF POST ASSOCIATED HAROWNE SEE SWEET NOS. S01.01 MA 501.02. y WHEN NESTED PAL OU ADDITONX RAL 6 PLACED ON BACK OF POST HALL ELEMENTS ME FURNISHED SHOP CURVED FOR RADI FOR CRQA THE POST SPACING WILL BE 6'-3 BETWEEN 5 FEET AND 150 FEET. A-L GUMDRAL POSTS SHALL BE SET PLUMB. PQ$T SXAL NOT BE SET WITH A VARIATION OF MORE THAN /a• PER FOOT FROM VERTICAL. W-BEN, BLOCKOUTS. AND POSTS SHALL BE SET AND ALONED WITHOUT ALTERATION OR FORCE, M PER SECTOR 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAL $HALL BE MAINTAINED AT A HEIGHT OF 27)'" MIN - 28j'i' MAX AS MEASURED PER STANDARD CR-AS. ALL W-EN R/LS SHALL E LAPPED N THE DIRECTION OF THE CIAEN TRAVEL FOR THE METHODS OF N ROADWAY. THE OPTIONAL GR-2A T.04TH B K OF T Elf RK OR USE OF ND ADDITIONAL RAL ON THE BACK OF THE POST FOR KIN TO NSTAL SHA1 BE APPROVED BY THE ENGINEER PIRIOR TO INSTALLATION. RARE RATES DESIGN SPEED LINE SHY LIE SHY BEYOND SHY LWE LIRA SIT LINE LS RARE RATE FLARE RATE 70 9' UM'l 15:1 60 8' 28:1 M:I W 55 6.5' 2T-1 1T1 i 4G 5' 169 B:I W 30 Y 9O Tt W "A COMBINATION 6" CURB AND GUTTER 05 502 VINCINA DEPARTMENT OF TRANSPORTATION I � I I I A f (RANDS BE AS xy STREET IPPRDACX SINE SUREM2N0 M YAIUNE ROADWAY ISLE NOTE 8) SHOWN ONN 0.IN$) C C I} MN1W$ TO BE AS / SHOWN ON RD RADIAL AN CB AN WITTER URN WTT CC-BI fSF{ NOTE > 7 � � - 1 SIDEWAN I8„ (SEE NOTE 2) i �I OPIIOIIAL B" ROW LINE E%PµSKW JOINT o qI --- NOTE: WIDTH "B" 2'-0" OR M G MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. PLAN VIEW I.WMINE ROADWAY SLOE 10 PARABOLIC CURVE EDGE OF SIOLLOER OR all 11A%. D OPTIONAL Raw LIE SLOPE WARE ® - - - - D MIFEIE ROADWAY ---- ---- ---- $KMAX. -- D ® SLOPE CHNGE - - -- D FOR FIX( SEAR SE G1 MD BAR E SY IFMIt -RICO BARRIER SYSTEMS. `VDOT `VDOT A COPY OF THE ORIGINAL SEXED AND SIGHED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFICATION ROAD AND BRIDGE STANDARDS DA$ ROM D BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REFERENCE REASON DATE SHEET 1 of I SHEET 1 OF 2 REVSIM DATE (STRONG POST SYSTEM) 905 W2 2101 SaLa, 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION A ROAD AND BRIDGE STANDARDS REASON DATE SHEET 1 a< 1 201.D.1 CG-11 GENERAL NOTES I. WHEN W-11 B USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH BENT POLICY AND THE APPLR:IYLE REOMEMENTS OF THE VDOT ROAD DESIGN MNDAL.NWUOING BIGHT DISTANCE EOUREMENTS. 2. WHEN THE ENTRANCE RAIN CANNOT ACCOMMODATE THE TURNING RECUREMENTS OF WICPATEO HEAVY TRUCK TRIiiIC, THE DEPTH FOR BMW" B CURB RAPS INUEASFA LIMITS OF THE RMISHOlILO K l0 J. WXEN NSA IN CONJUNCTION NTN STNDND CG-3 OR CG-] THE CURB FACE ON THS STMDAD IS TO BE ADIUSIEp TO LATCH THE MOUNTABLE WRB CONTpIRAT1GL 4. SEE STADAD CG-12 FOR CURB RAP DESIGN TO E USED WUTH THIS STMDAD. B. OPTIONAL ROWLME MAY EWRE WATPNG OF A PORTON OF GUTTER TO PECWE MINING OF WATER. ENTRANCE NOTES B. PLANS ARE TO INDICATE WHO CONSTRUCTION OF A ROW LINE 6 RED TO PROVIDE POSITIVE /CPOBB EW 4 ORNNNOE THE ENTRANCE. T. MNIEIHE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LIE (EXCEPT MY SUBGRADE STMEIZATION REWIRED FOR MANI PAVEMENT WMCH CAN E OMITTED N THE ENTRANCE.) 8. RADIAL CURB OR COMUINATION CUM AND GUTTER SHALL HOT BE CONSTRUCTED BEYOND THE RIW LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 5'MN.� COMMERGN- ENTRANCE V ARE LISTED N THE ALLOWABLE ENTRANCE MADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET M CONSTRUCT GRADE CHANCES WITH A PARABOLC WAVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES I Alp; ENTRANCE VOLUME CRANE CHACE 0" OESRIBLE MA HTHAN 1300 MO -HIGHMORE % 3 I MEDMN 500-1300 VPo 53 X 6 X I LOW I LESS THAN NO VPD SBX Bx M. CLASS A3 NOTE/ ALLOWABLE ENTRANCE CRANE TABLE 6 NOT W. (X.E.5.) APPl1CA8E TO STREET CONNECTIONSCONCRETE ` •l'.',N. SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REV BAR, VIRGINIA DEPARTMENT OF TRANSPUFTATION 203A4 J J_ U) ® LU O J Q U WY w I- L W I..L l^ l� V) J LU 0 C:) JQ N U Q CL O F� I -I ZD W E� 06 z HN J Fa- 0- W W Q H U% Lu G- ~ O F1 I 00 O m H 2 O O b LU W M� F O W W d Ln 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 ATTHE START OFTHE 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 (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OFTHREE 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 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. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 2a' w INITIAL BACKFILL z4 IN e' 8" 8' e' MIN MIN. MIN MIN. ".vy-%µ ,,•.. 6" BEDDING #68 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 1 INITIAL BACKFILLIZ UNSTABLE a- a" MIN. #68 STONE RANULAR FILL ASAPPROVED BY ACSA\ S cK ABLE 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 5 f WATER SEWER 3 A o p [C £ LDCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH ➢I 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 M41 CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT < TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 II ADJUSTABLE VALVE BOX W/ LID z u g 2 N ME a M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE '.8 A 2'x 2' BEARING AREA. THRUST BLOCK 4. 4 d 4 4 .. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 I51/2" EJI.W1574 CAST IRON CLEANOUT FRAME AND LID 101/4" IWGT ED FWSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT 7 1/2" AROUND CLEANOUT COVER MISTING GRADE REPLACEMENT (35DO PSI) REQUIREMENTS -••LE CLEANOUT ADAPTER ":ERTED URM NUT SCREW CAP OR TED SCREW CAPL No. S406-10 AWS" 1/4" BAND SEE BACKFILL AND BEDDING 45" BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE -- SANIrARY LATERAL WYE (I I I I ------------ 'A 801TOM OF TRENCH SECTION -A' SEWER CUSTOMER'S PROPERTY EASEMENT OR. RIGHT-OF-WAY - FUTURE SANITARY LATERAL (WHEN INUNE LAYOUT REQ'D) � � � CASs IRON CLEANOIfT "' tyfy, „ *. �• FRAME AND LID WYE .SEWER LATERAL Ll�A A CONCRETE 45- BEND coLLAR 24" --------PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS WIDEN TRENC ACCOMMODAT ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEED CU.YD. BEND L H T L I H I T 90 2.50 2.50 3.01 0.24 4" & 6" 45 721/2 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 7-00 2.50 0.10 90 3.66 3.16 3.21 0.48 8. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 291 26fi 0.32 11 1/4 1.66 2-15 2.67 0.13 90 4.83 3.83 3.42 0.83 to" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.&4 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. 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 ID-3 1• ODUPRI x 3/! MALE PIPE COUPLING OR APPRDYTD Eau& OO 1• TYPE -N- SOFT conP FOR UK ON ATTAa,EU SINGLE FAMILY RESIDENTIAL SERVICES W WAL READENTIK .0 IRRIGAnW SERMCES. E��6 1 xl•x,• TEE MCIE NO SWEATED nTnNGS a• DUAL SERVICE R 1- CWPRESSON . 3/r YALE PIPE Cg NG OR APPROVED EWAL P TYPE N' $OFT CWPER OFOR USE ON DETMIEA SHG,E FAMLY RE5DENTAL SERMCE WHERE AN RRGATION METER IS NOT PROVISO) SINGLE SERVICE NDTF: 1) SADDLES SIAIl BE USED QY PYC PIPE. CAST IRON DO - nNISNED GRADE 1o'-1s• LOCWWNE MEIE1t BALL '�iI&aeWT BOX e WTIET) 3Y MN. COPPFASEfTER 1/9 IKND COUPLNI a s. METER CCRPgtADW silP ORM AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A D-10 12" I I 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH r 2" FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE FE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD- 27 Top View 6" MINIMUM NOTE: RESTRAINED JOINT FITTINGS - - - 4 CertiBcatlon of 95% compaction required Galvanized Ste, W12 x 14 (min 3' min. penetration it soli or as approved ACSA. A 4' 4 .m A' :j 14 .. 1 4" MINIMUM Side View TYPICAL THRUST BLOCK IN FILL AREA NTS FIG, W-38 TD-5 NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED E_ CWIN STEP LM1 DROP RANKLE PVC CROSS \C11 h r USE APPROVED FLEXIBLE RUBBER BOOT. o c G• GASKEFL'D STOP COUPLING e - e7• DROP PIPE PIPE STRAPS (STAINLESS STEEL) o SPACED EVERY 2' VERTICALLY .'.7,V.:4 ' .a: 1. 90- RESTRAINED BEND ' s SEWER INFLUENT W• l . H-E 'A ...♦ . WIN . • i' ♦ .�.4 •. ; AA,.. pEWER �E PLAN PROFILE MIN. o• BEDDING WITH N0, 68 STOVE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SMALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FWI NG WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING UNE 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 10" OR 12" DIAMETER DROP CONNECTION, OF TWO W DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 >� B R r _ :py Lr N6 E „LI C_41 d% as Ea'�` ofoE g INC U E Q co ci O m uE -.^� E aiaU . E _nr \E E NE O cE CE 2 c F E n o f '° E$ w «$ « 1, A- 25 O O TYPICAL MANHOLE FRAME & COVER N.TS FIG SA-D TD-31 FINISHED GRADE ITI=f (1=f11=1 =T1 T=1TI=� fT=T1 T=1TI=7 FT= TRENCH REDUCER f e r2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - -- - - - - - 1__f----------- UNDISTURBED SOIL 18' MN PROFILE VIEW UNDISTURBED SOIL - EDGE" --- OF TRENCH- 4 24 MN. - - - - - - - '�--_-- --- IF "4 REDUCER . f 8" MN 2500 P.S.I. CONCRETE THRUST BLOCK 8" MN - - - - - - - - - - - - -e--- ----------- UNDISTURBED SOIL - EDGE 4 OF TRENCH •' 24" MN NOTES: PLAN VIEW 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. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D 18" PIPE SLOT (2 PLACES) TD-7 COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD 18" METER BOX 6' EXTENSION 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: L WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE 70P (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' 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 CONNECTION SHALL BE 2% 1 (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 z a MARKER PLUG END OF - MAIN LINET SERVICE LATERAL _r 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 2' TO 10' (270') 18"-22-VALVE BOX 1 G. FT. gfi8 STONE 42'MIN � 6" GATE VALVE 8• X 8' TEE 2500 P.S.I. CONCRETE ` I •`+ BASE AND THRUST BLOCK AGAINST - '•�'' \\V'/ UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL 15 DISTURBED OR RESTRAINED Jq NT 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 FIRE HYDRANT ( INCLUDING DITCHES ). 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS. THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.'.S. FIG. W-4 TD-8 FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BgLV ZE GATE DRAIN TO. GRADE E POSSIBLE N III. III IIIIIII- I� ll Il�ll II�_I_II BRICK SUPPORTS OR SOLID CEMENT 6LOCK5 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.V. 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-2G 24 EMBEDMENT 8"MIN SPRING LINE OF PIPE NO. 68 STONE MAINING BACKFILL SHALL )T CONTAIN ROCK MATERIAL ,RGER THAN 5" IN ANY MENSION INTIAL BACKFILL* (6" UFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING 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 SCOTT R. COLLINS'Z I-, Lic. No. 035791 lll�_ zLUED Z O a Z Z O _J = U) .JQ-, O u z ^ U)LU LU [C u `^7 �W/ Q N o r N 00 J LD cyO i I�-/'�I V / N 11 M cyh II ' W N WU) N N II W W W I..L ZJ J_ > C6 U) IIIIIIIIIIII� W z J < L90 _j a 0- LU zQ W U ~ U) Lu WJ ~ Y Q O z V z Hi LLJ Ul LU N� I z L 1_ 0 I L MO W II.IIII l NNNNNJ C)0 04 H U O / w QZ ~ O CO W CE: x a JOB NO. 182150 SCALE N/A SHEET NO. 14 PRE -DEVELOPMENT SWM PLAN: / f'' , POST -DEVELOPMENT SWM PLAN: uncaptured Overland Runoff Post -Development Impervious Area Summary SCALE I'-1 60' 1 1�� ` , . j \� L� SCALED'=160' C Buildings & Patios/Decks 63,918 sf ; Block 16, 17, & 18 sfSubarea 1 �/I I1I /i�// . 63,918 sf Roads&Sidewalks 271,107 sf O� '��l ll / // - — Buildings & Patios/Decks 275,706 sf SCOTT R. COLLINS- Driveways 69,416 sf U Lic. No. 035791 \ I / 616,229 sf JSubarea 2 Dos, Roads&Sidewalks 63,285 sf Buildings &Patios/Decks 62,964 sf Driveways 13,112 sf 139,361 sf Subarea 1 Roads&Sidewalks 99760 sf Buildings & Patios/Decks 102,078 sf Driveways 31,016 sf 232,854 sf � \\ P I •�,\v /i / /Ill O IVA C3 a I t.,l / ��� ���," �� � A \v\I I,I I l�,i I/� / ;I/�//I/�IIII�I � IAA\�A\—z_--_./// /,//_✓, /��,,����- �,I1 l.• , >v��-I,;r.�. � � � °��"- �� � VI u � PROPOSED FLAT VDOT ClA5511 COARSE AGGREGATE OUTLET \ 1 / j \ \ ✓� _ / (/J co PROTECTION w/ GEOTEXTILE FILTER FABRIC UNDERIAYM E NT. ®®® / \` j I W 7) ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF g DS& ` _/ -/ - � FABRICTOBEKEYEOINTO EX.GROUND9"MIN.ATEZ N /�����' Q LIMITS OF FEMA APPROVED %i \ / \ \ \ \ - LIMITS OF FEMA APPROVED III \ `u •�/ ~ ■■■ \ - - \ / PROPOSED SLOPED VDOT ClA5511 RIPRAP LINED \ �/ / / \ / i_ ;ooYRFLOODPLAIN / I — 100 YR FLO I f / RIPRAP r ` / GEDTABRIC FLIER FABRIC ODPLAIN II 1 � �/ I /1 CHANNELw \ I I�I ♦♦♦♦■ •♦1 �/ V ,� /�I I ( / / / / A A �V �_ �i / �.. GROUNDS" ENT. AT ENDS& ALONGTOBE D PERIMETER. _ dddJJJ / � GROUNDS" AT ENDS&ALONG PERIMETER. d ®°® / / _ —� — _ — — % — % ♦♦♦ 111♦1♦IIV i I /(/ V A _ _ / / /.i — — —��� — — — /ro s�� — — % — ♦ ''J �, /I 'O� ® l / �._%--- 1♦. .111 , C _ /l °qq.i / t�l; 1 W1 _ ---- \ LLI \ ® I �\ • 1j■■■ \ ® PROPOSED FLAT VDOT CLASS II COARSE AGGREGATE OUTLET I ° PROJECT BOUNDARY (TYP.) J ■ I PROJECTBOUNDARY(TYP.) PROTECTION w/GEOTEXTILE FILTER FABRIC UNDER O 1 ■ ♦ 1 _.. LAYMENT. _ // -'" i �// II _ _ ■ ♦ I ° FABRICTO BE KEYED INTO EX. GROUND 9" MIN. AT EN DS& �/� - / _ _ \\ `,I "♦ �— _ �. -� ♦ ♦ ALONG PERIMETER. FARRICTO OVERLAP A MIN. OF 9" b'._ 1 - ♦ ® I n"s PROPOSED LE ELII o O o 1 / POI #3 - ♦ O >. 0 1 �� PROPOSED SLOPED VDOT CLASS II RIPRAP LINED / POI #3 OND TO PROVIDE ■ O 9 ,.-- _ - -/ \� ♦♦ o` ) O -, >r CHANNEL w/GEOTE%TILE FILTER FABRIC % -STORM WATER QUALRYS / "1" I _ ® / ® ®. I % / %-'s ` ♦♦ o / 1 I RIPRAP UNDERLAYMENT. FABRIC TO BE KEYED INTO Ex. _ % - QUANTITY TREATMENT o� P \/�` -'� i:'. \ ♦ / O '\ I SWAIF GROUND 9"MIN. AT ENDS & ALONG PERIMETER. ap� 9 I / o /�..� I /� :y� 1r, ••■Ij —�__y ♦♦ /° I / ® o }A ----�—/ r> ♦♦ ♦♦ \ ♦♦ 'I ® °m v _0 0®�:....`., . .. ./ ♦ POND #� ♦M ■■■ \\\� : I o o .. _ ` ® _./ / •♦• • ♦ / °°"® "°e- // _,/,.. OUOTFALLD300CPOI #3 E� - 1 ._.` /,. / O P / ' ■ LOCATION OF PROPOSED ♦♦M / J �/ O - -`, _ / ' ♦ I `*J ` , / O° ® Y ■ ♦ LEVEL II WET POND / _ \--A� - a PROPOSED CONCENTRATED F - ` -\ _- ® ' f ♦♦■♦♦ ♦ ■ ♦ ■ OUTFALL #2 ITO POI #2) -' '" ♦♦� to n _ �.., ..; '',. SUBAREA 3 ` ■ -m l , ik �': � I :; \ ■ /` I v ♦♦♦♦ ♦♦ ♦ SUBAREA3.01 3 ■ l 0 1 o `- - .,.® ♦♦♦■�� �,•. CN=80.0 ��\ • �- c. ®o. POI#2 „ ♦♦♦♦ ♦ ♦♦♦ i CN-55.0 \ �„ °o°®:. POI#z Y� .°.a. ♦♦\,:, s, ♦♦ ■.:' ,! - I _ _ I \, • \ "\ Tc 0.16 hrs. -- ® L ♦ ■ ♦ • •• 8 1 ♦ t V "I R • o ® ♦■ ♦ ! °® �� % ■YA♦w� �� r,. CIA. ��� Wit' .� �i ":k: ■ I � � ,H � / s ♦ ♦ XV \ 1 o®a v .v I1 oooV�1ta ♦♦♦♦ ♦ '♦ • ♦■■■■■■■■■■■■■�♦ ♦ ♦♦♦♦♦■■ ■■■• 1••••♦ 1 ♦♦♦ ♦♦ ♦♦��. �O I _ \ ®®® \ ! -,:.° ®.`�, ,'I.,` ) s',.--"' �=" " .,-''._$aB$. R"'EiA.N,z" L �.°".. „".t:::: �-.,;t J Iia1�l:,,,, I, ` - ■■■ "rl. 1Y.-, o Oo 15gRc1 0 1- Tc 0 1 hrs 6535a. 0 CN=5.0 �V ♦ ♦Tc=O.lShrs. ♦♦ ♦♦♦ (" ♦ - I - \1: 1 tII I ,':C°°;:,, I�t' , -� _. /\ = \ {m ` %'„':x:;`r.;.�. ,, ,;fi `� a-. : l♦ ,r /" ♦♦ ♦�•♦0♦/♦♦ \ O _'.. I® \ BLOCK I6 1h a, 1 o l \ ®�\� \ � ♦♦1 1 I/uu■♦■1■♦ ♦♦ \\ 1 ,® \ �ti 1\ `\ ♦"�.It ■■ � ';"":- I I :."f"' "�.,� �--,.�...._., �II I, ,p � '_ Ir I, \r °��. r `�' "°.. ♦♦ h ♦ ■■A / I1 tit i `, ♦ ••■•■■■■■■■■♦ ` ■ 1 I r / J(( ■ ♦ ♦ ♦ •of Is so gWosoon - / / 1♦/ ♦ ♦ PROJECT / \ o / !� K x� I� $uBAREA I r ♦ ♦ I PROJECT / SUBAREA ♦ ° ��■ ♦ - = r " 2738 ac. iI \� \♦■ ♦♦♦ cNes90 ♦♦♦ ♦ BOUNDARY \; _ l // ♦1♦♦ r� oeo.os_ ♦ ♦ BOUNDARY TYP. -I Bo �' / ♦ Tc=D.19 hrs. ♦ % - o / o �._ / y �' '' ♦ \ 0 ♦ ♦ �I o l 'y 1.: j I � - 40 __ �A Ali ♦♦ ♦ ♦ � �� � � I � Awl � `V ' ,m" j -� P ♦ � � � , � _ ♦♦ ♦ µ, L J lb �� p I ♦ 11 IP I r %I i i -� -.: '' '\ �. \ IG I ♦ BLOC °/ P 7�)� �� °� / /l •■i /_/.: PROPOSED ALBEMA�RLE COUNTY - _ / p _ ' P: R, OPOSED /GREENWAY, TYP. GREENWA.Y, TYP. AtLBEM\AR_.�LE COUNTY ■ ✓ ' PRESERVED STEEP SLOPES - - o° I %. PRESERVED STEEP SLOPES - - v ■ - 9 /j o � ■ / � -�__ �_\ o `Pill m° � �'/ / \ - � � I I I STORMWATER MANAGEMENT NARRATIVE_ ■ // r ,- I, OVERVIEW I 0 r / ( 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 a. �t\� / *" ,,, / -:,--t `\ \ COMPLY WITH PART IIB SWM REQUIREMENTS. WATER QUALITY SUMMARY I / ♦ f r.. ' ALBEMARLE COUNTY ALBEMARLE COUNTY THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET THROUGH THREE BEST ♦♦ /./ / MANAGED STEEP SLOPES / \ - y \ J ° d " / MANAGED STEEP SLOPES MANAGEMENT PRACTICES. THE BEST MANAGEMENT PRACTICE OF INSTALLING CENTRALIZED LEVEL II WET ' II ;� ♦♦♦ / \ \ �'\ / ' \ , \ r ♦♦♦ s"' , / \ \ PONDS WILL BE IMPLEMENTED. THESE BMPS WILL TREAT THE BULK OF THE PROPOSED RESIDENTIAL o � ♦ y> /' \ \, \ I:' :- ♦ tiv: � / � \ /' DEVELOPMENT. DOWNSTREAM FROM THE DEVELOPMENT THE PLAN PROPOSES THE BEST MANAGEMENT , ♦ l / / \ \ J\� ,' : ® ♦♦,� ,� _� / \ j PRACTICE OF PRESERVING OPEN SPACES. A RECORDED EASEMENT WILL BE PROVIDED PROTECTING THESE �`0 • ;a� \ AREAS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT. THE REMAINING ' ° ♦ ' / / / ° 1 " ° ' ' / WATER QUALITY REQUIREMENTS WILL BE MET WITH THE BEST MANAGEMENT PRACTICE OF PURCHASING ♦/// ( \, \ General Construction notes for Stormwater Management Plans / o j ,`i - \,' 9 o° \ \ / i. All dams and constructed fill to be within 95% ofmaximum dry density and 2%of \ , / ® 1 M �, , \ \ \ / \ NUTRIENT CREDITS. I/ o In ' / \ optimum moisture content. All fill material to be approved by a geotechnical / �/ o ■ (, �' �/-/ T / \ o ■ \ ® ■ o ■ -:�,! / \ engineer. A geotechnical engineer is to be present during construction of dams. WATER QUANTITY SUMMARY o ■ \ '1 ' / - �/ / \ o ■ / \ o �,\ ". °^. THE PROPOSED DEVELOPMENT OUTFALLS IN (3) LOCATIONS IMMEDIATELY UPLAND OF VARIOUS EXISTING / 2. Pipe and rlserloints are to be watertight within Stormwater management facilities./� ■ \,\ /�/ 1/ 0 POND #1 / ` / o / \ CHANNELS. PROPOSED WET PONDS WILL BE INSTALLED CAPTURING THE VAST MAJORITY OF THE NEW 0 ■ I ' 3. Fortemporary sediment traps or basins which are to be converted to permanent / ' C�j o ■ / RESIDENTIAL AREA. THESE FACILITIES WILL PROVIDE DETENTION TO MITIGATE THE IMPACTS FROM THE Stormwater management facilities; conversion is not to take place until the site is / / G ■ POND #1 /.. / \ o ■ ■ / \ \ 0. \ ' \ 1-- - MAJORITY THE PROPOSED DEVELOPMENT. CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH stabilized, and permission has been obtained from the County erosion control o o ■ ■■■■ / �' / ,z+ IN 9 VAC 25-5-870-66 WILL BE MET WITH THE FINAL VSMP PLAN. PLEASE SEE THE FINAL VSMP PLAN & o ♦♦♦♦ / , \ inspector. , (I / \ ASSOCIATED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS. ♦ _ ■ / / EXISTING STREAM It ♦ % EXISTING STREAM (TYP.) / o ♦ (TYP.) "4 Pot#1 ® ■ ♦♦♦ ) l/ �� / I / / POI#1 ® ■. ♦♦ -_� �� ' V ' ' o i ♦♦♦ // LOCaTioN o adoaoseD // / I ® . ■ ♦♦ / ., , / / / / y/ \ ■ PROPOSED LE LlI WET ll I O ♦ ♦ LEVEL II WET.POND , fl ® ♦ ♦ POND TO PROVIDE ° A■ ' ■■ STORMWATER QUALITY QUANTITY TREATMENT Ia I \ \' o° o / o ' / , / , _ / ,I - /YNN O®a / .PROPOSED CO CENTRATED O O / ( OUTFALL #1 (TO POE A1) QL ° EXISTING WETL_ _ _ _ - / ® EXISTING WETLANDS (TYP.) o ANDS (TYP.) PROPOSED SLOPED VDOT CLASS II RIPRAP LINED ���� - III II III I I Oil CHANNEL w/GEOIEXTILEOO CLATER SS RIPRAP� ONDERIAYMENT. FABRIC TO BE KEYED I INTO Ex. ��V 5WAIc GROUNDS MIN AT ENDS&ALONG PERIMETER.\\ -n - \4 \\�\\\\\\\\\\\\\\\ / / PROPOSED FLAT VDOT CLASS II COARSE AGGREGATE OUTLET ®0 PROTECTION w/GE INTOEE FILTER GROU ABRIC D9"MIN.AT NDS&T O A. \VA� / ® FABRIC TO BE KEYED INTO EX. GROUND9" ALONG PERIMETER. FABRIC TO OVERLAP MIN. OF9" 0000 `\\\\\\\\\\\\\ 0000 00 0 Q rV 0 V N 00 IDNAL L ti ZM M O N � M N O W� N N W > w Z U) L Z C) W' Y Ul j Z Uj W � fn JUj N~ J< v 0C:) O N U Q 0L O P__1 1U)-1 m U) Z C)� a- 0 66 w z � Q W LU � z V / z � MI 0 W U 0 W �1 Y O 0 W LJJ W JOB NO. 182150 SCALE 1 "=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 I v ' I LOT iao / \ LOTa3y LOT aw / \ LOT 138 } LOT 142 w w w w f \ I LOT LOT 147 a \ \ \ K LOT 136 THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. O J 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE w w w } w + . + w w + w , `/� \\\ \ %� r it Lcrta48 / / / + PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON w w w y w w * ! / \ ,G i/ BAR EVERY 18" OVER THE ROOT ZONE, THE BAR SHALL BE DRIVEN 12" DEEP AND m \\ MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. r 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION / 1 zO acoNTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. (g S STREET . .Fwz- ALONG ROAD L PROPOSED LIMITS OF CLEARING TYP. 4 Lonsi II III ° I': ' Iv `., ,�• � H -_ PROPOSED GREENWAY (TYP.) - 'V w V A LorgeLU _—_� \ \/ \ \ 1� it iPa _ 'I l �/ / ! LOT , I I l� / - E - - ---- / V/(2g)QSSTREETTR El \ -- - - - oTyJ - -- - - ALONG ROAD J / 11 -- - o FORESTED REPLANTED BUFFER � �--- _ I 3 / mr.ea. a o a o e w \ a r V m w / / \ \ ; -"" ' : 1 LOT 9v I ' LGT„\ i I / / — — ` I -I (\ - -• II l I l l I lI l / l — __ - I II I ' I e P ' LET 99 Ir _ "•_V',. tipsy '- '-----I � I -----'I I mil /r LOTya .. . . �, L., _ _ — A I 1 -•_- _ I _ _; -`-- -- --/ Jam_ / ^ ,,. � -- �' - � 4r U _ (.Sx FE Jx' - _ Carlos II l > I ,,r � 1 .gym \ .. .,.- _�--'—_' _-__ x,, • .'/ _._: •/ �i' 1 ______ ___ . — �% — — -1 �.. I xl __ _ / / II P I I LOT ia3LOTdsa _i + j . LOTTa LOT 155 Lorca, JV(TYP. TOTLOT / } \ OTts f - - P MCEtING � .: 1. \ .., '\\ � \ _....—� I I LOTaza i'\ \ _ / I ` LOTiae ' / / � PT (TYP.) / � II / PLAZA / �I �' �\ 1 r- I -- - - -- 1 `\... '/l '-'>_/ � // '✓ %�/." � 1 ':° / \ \\ \ \... `.. 1\ 1 . I I 1 I + 1 LOT>6 \ I ; LOT59 l , 1 _, I Lo r iia +. ` , y' , _ col — ' 1 -, \ \ \ x �. r , , \ 1 II i. - I 1 1 I __ —. \ \ / 1, L\\ LOT�a9 (TYP. . 1 \ V ( ) .:- I''' I' / 1. Lor 1 1 I I I I / 1/ \\\\\ \ •.,:/ �.' // / ,> \:. � /,7 : 1—I — — 1, r / •s / / \\ _ 1111A ,. ❑ 11 N D TYP. ( \ � I ? 1 1 ;l _�LI I' I � I ---; Il�,ll 1 r_.. LOTTII_I' z_i �Q-S -�S- ,✓ /\ \\\ \ \ \\ \\ \ ` `, , ' /\ / //' , MV(TYP.) LorsLoraJ TREETTREE\ 1+ I ALONGROADK �\\ \\ Lacy \V. + : _/ �\ ✓`/��// \ I LOT, \(z5)QSSTREETTREE ,-- _, \ JV (TYP.) ALONG ROAD H I I I L 1 I I loran. --' _ _ I' 7> + - �;� I I LOT via �;. - /i ism\ �/ I rc — u 11 I OT36 o • ,I II'llI � /i It / NOTE: ALL LANDS APIN�WITHI T ESTRE T LOT5b (TYI RIGHT-OF-WAYS SHALL BE INSTALLED PRIOR TO THE y f ' C PANG ( )OS STREET TREE; ' \ ISSUANCE OF THE FIRST CERTIFICATE OFO CU Y I I 35 - - q \ ` FOR A STRUCTURE IN BLOCK 18. �i ALONG ROAD 11 II '. ., Ili LOT ss ,I C TYP; , I__ ioT3@ I * I �.:. _ Lor so --' Ii t - --- ----I I II LOTna. I \ I + .y / \ •". �i w� 3 T T U LOT6I DOUBLE STRAND #u GAUGE WIRE WITH RUBBER HOSE&TURNBUCKLES (TYP.) m I \ J ----- ` y / A ✓-� � z"tz"HARDWOOD STAKE Lor 63 V,., Lorsa Q d. T__ LOT 65 �" li L y / �v�� CUT& REMOVE BURLAP FROM TOP LOTa --' Lorca -- I v LOT nJ \, _�/ " A ,ASL(TYI /� (TYP.) `�\ �v/3of BALLAssHDWN I 6 1 ' �_ JI I� I _i ' " 'i it I -— II I vv ✓ / %v .e LOT i6y VA \ \ SCARIFY SUBSOIL TO 4" MIN. DEPTH PROPERTY BOUNDARY TYP - \ LOT / - _ __ LOT33 J _ \ r. \; \ MULCH SAUCER - .) r ' � \ LOT 63. _ 1. .. .LOT BS. .. \ / FIN [SHED GRADE (, - /• i / / '�� \, AP (TYP.) -- - _ ' — _---_----- - I _ LOT 6n r TREES UP TO 4" CAL. SHALL BE STAKED K LOT 86 - / \ TREES "CAL. OR LARGER SHALL BE UALLY SPACED _-- HOSE �\ T\ %/TW STDED,I#az3GAOUGE WIRE WITH I LOiya I/ I — — r J ,— _ — — — _ _ AROUND TRUNK ABOVE BRANCHES OP d _ _.i LOT 64 — — 7.\^ __: D. ) A56HOWN, FLAG WIRES WI HOSE + a HT. L-- - -["- 0- fora —' �f \�`— � -III— I I=III- SCOTT R. COLLINS'_Z Lic. No. 0357911n O S \ G SONAL is I � -_ PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME I SIZE QUANTITY CANOPY I TOTAL CANOPY TREES ASL ACER SACCHARUM'LEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 12 195 2340 NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 8 123 984 UAP ULMUS AMERICANA TRINCETON' PRINCETON' ELM 2-1/2" cal. 9 397 3573 QS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 187 329 61523 UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. 12 124 1488 CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD G 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. 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 GRAPHIC\\SCALE ( IN FEXT ) 1 inch = / 60 ft. 1992 338 FENCING AND pnP uxL' J"� wo �em� CORRECT METHODS OF TREE FENCING CORRECT TRIANGULAR BCARD FENCE ARMORING Source: Va. DSWC Plate 338-2 zzo CM") M Q /1 z p I� N D N N QLU J LU p[ J J � > 06 z - W z Q L9 J _j � z_ < LU a _ ~ U U � YJ 0 Q W L 1 J i, �I : r' "JI I. 'I I d J. ;/ ;/.. / ,: \ - \\ T ICI— —III FOR ADDITIONAL INFORMATION. RVEY TAPE. REFER TO SPECS QI.601 _ — —_ > I * _ I LOha _I I /' I.-_ LOT 63 Ql %' — / I`- LOT 6a ! I * V0 IIvf' . I + /.. ////.. f: . /,• ! -/' ,., r /- r// /'/ / sy\�. �\> +/\ .. • / // -_—,AMENDEDSOILMIX n. U/ COMPACTEDSUBGRADE CountyofAlnemare xoacxH�t TobPimeamPPn' Lar56 LOT tanakro zaa ut zyr Par q eI,e,r.nua,n) W LANDSCAPING NOTES: rTeI.Anoum.,mm.e.ue..mxenm..l,,, W MF� I 3 I I LOT i /I{ / I LARGE STREET TREE PROVIDED EVERY o' OF STREETFROTree Planting and Staking Detail 93 T-1b0Bo.d ® u a,mna 'aaenpu I Flo�.wmv; / l /;_ , I I I __ ' • d /' � � / ,' V ' / � z. STREETTREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTUR S Not To Scale ®L maidoa,a,ypa rp d I ' g' � T� (68) CIS STREET TREE OT57 11 AND io' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES, o a p almneEne ortw dmg 6eyma«re4ml,. nrela g vALONG ROAD G 3 STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED A z. a.. �0 ,reAI e.mhseva]ehW be markM wi,h prw ertibben alahe'Bh eIeNY W to nquiP�lnpem¢xa. � ( ) �_ oTa6 - _ ) i __ Coi6o )� : ��\ MATURE HEIGHTS THE TOPPING OF TREES IS PROHIBITED. STREETTREES /' _ 0 Ye amlxp yholl twain m,til,lu 6m nark.ng 6es Wnu upuned „nd ePyrevN bya C'auwy Lmpecbr. �' oT n 1 IGS TYP. LOT � / VA V / 1 A SHALL BE PRUNED MINIMALLY AND ONLY SUPPORT a. LmuRrcM s 1 I I /.., .. V , A preernlon cune LOTaa . ,' / �A HEALTH OF THE PLANT. n TT=e rc.�.x.n�a O STREETTREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE�ma°'^t I rc�I�,6mruP �m�n,l,e /W/�// 4 \ TREES UPTO4 CAL. SHALL BE STAKED L.L TRIANGLES SHALL BE PRUNED BETWEEN 2 AND7 ABOVEGROUNDASA WIT Ha-a•.a"HARDWOOD STAKES. 91 He..yotwpmmLv,hiW.�,r.aid n..g.,•r.,.x�,.,mmmo,i�„f�-1,bIIrOI pe�ir wl,m.lt., pr,arv� ti-�_, i I 11 tOTyy , // + ✓ A �jW/�;f TREESOF " CALORLARGERSHALLBE - / I. __ - �, I // CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE �''� a W v `/ P T TYP. r - I I // LOT iy A GUYED WITH 3 EQUALLY SPACED, S. sea Em.bn oneslnmmntc. Tendon Deanaui / � ( ') — / �`..•'- PEDESTRIANS. I ®snnnna.;,a. nmx v_m t.,zo�. OEa6 TOTAL = - TRUNK FLAG WIRES WITH COURVEYTAPE / '`� 5. LSTREETFRONTAGE 1,\\ ANDTURNBUCKLES.LOOPHOSEAROUND L REQUIRED STREET TREES. \� REFER TO SPECIFICATIONS FOR ^fix+thin Rw fan onmaGplinear[rceemas seven CD 186 (i TREE PER EVERY 50' OF STREET 7. oTao FRONTAGE) Tank O 1/ " - /VY/� FURTHER INFORMATION p T y 1" T¢ue,nn In 3m en om.m xs6 1ppr lmmoe w ofo- n„ .w i VEDRIV - --y * � � �% \� '' / PROPOSED STREETTREES: i87 / � \ �/ g, pe„�,,,<r.,nln.. ® N /\ E �i \� � ;•, .. 9' UBLI �-:=-. " \.T NO E: 3,3770 ALONG BEAR CAVE DR L ���� Mnanme.reaNw�wniaranra p,epn:.e 6wla�nsa.gamreaelir;yA,au 6ema nmgr mg on6 \ \ s 3o'FORESTED/RE�TEDBUFFER- REQUIRED STREETTREES:68`I a I _ \ / / PROPOSED STREETTREES: 68 `\ //� c GuvwlREs wlrH RUBBER HosEAND / i / al �I- — _ .i----_--• * -'-1-} O 6 ` p \ NQ TURNBUCKLES UP TREE sm Ne gmma lwel otte,n."ux,Inm the enplme efor,eeln be,n.ca,arcx well oneu beprovia,d onenco,uln,cem, a<nu J s TE: i,a45' OF STREET FRONTAGE ALONG TALEN LN _ _yl ®� m �. pea O REQUIRED STREETTREES: 25 / DSTAKES,ALIGN 10. TePeB TOPOF STAKES ®b LL PROPOSED STREETTREES: 2 subrunedror N w F OTi, NOTE:1,740' OF STREET FRONTAGE ALONG COOPER STREET v\ �'Ji MULCH SAUCER p w LANDSCAPING CALCS: ,,. T al aTa.,.,elw BLOCK IB 36.55 AC REQUIRED STREETTREES: 335 �^ 1\//�� /. N� LI w Od1d'a ay a 'n- o,r i 'ng, e.,I no do,aas No a%* m C �Aa nfuv. a.p :.slbl Toot / 1\\ AMENDEp SOIL MIX - d � PROPOSED STREET TREES: k WIt a1 d n T,. daPma ml nay um ,g *,n ayu yr« . n. GREENWAY 6.z7 AC \ I I ,:. CI JOB No. NOTE: i 443' OF STREET FRONTAGE ALONG OTIS SEE —� / / BUFFER - 1.76 AC ' — ® a,m,.,.r oagmdlMnelarl ,m,s m, vuldwag mafimlamanp. o�� CO LOT6 LOT io \ \ \ _ O J j I I Lorz Lora LOTg \ / / REQUIRED STREETTREES: 29 71� II-ll u. Gnnm drrea, TOTAL: 28.52 AC PROPOSED STREETTREES: 2 III al Latin d ra sMIl treWd,n,nwnt�ynypnm�F,rmfieanaam,er,nm,od.rmonan.ne.dnyanm.pr<t + _ 9 CN AND REMOVE BURLAP FROM TOP ' /\ // ' i , I,. \\\\// /// NOTE:i,o37'OF STREET FRONTAGE ALONG WESLEYAN WAY 'll \ �_I��I- a/3aF BALL AS SHOWN NorR.ITrsnorsEr.orsx•s RPsrorvsfwL,rrro con'PeRwmlTHE comumoaorvTREE conssxvanory SCALE 1 - H RBOEIREmEPTS. -' - - - -- // TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: z8. z AC REQUIRED STREETTREES: u - SCARIFYSUBSOILTO4"MIN.DEPTH / 5 PROPOSED STREETTREES: 7/27/2020 1 "=60' REQUIRED LANDSCAPING: 35%OF 28.52 AC=4.28AC �I�-I COMPACTED SUBGRADE NOTE: 417' OF STREET FRONTAGE ALONG RANGER CT k lb owrvcnslGry TEES mare, T EXISTING TREE CANOPY OUTSIDE OF GREENWAY TO REMAIN: 140,484 SF= 3.22 AC REQUIRED STREET TREES: 9 SHEET NO. ✓ — / PROPOSED LANDSCAPING: vrac PROPOSED STREETTREES:9 Evergreen Tree Planting Detail COaTPORCHoLSERSIGNATERE man) PROPOSED GREENWAY Not To scale 5 / TOTAL: 4.99 AC