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HomeMy WebLinkAboutSDP202000059 Plan - Approved 2020-10-23GENERAL NOTES BROOKHILL BLOCK 18 OWNERS: TMPo4600-oo-oo-oi9B8 CROCKETT CORPORATION C/O HAUGH & HELINITIAL SITE PLAN AND 435 PARK ST CHARLOTTRLOTTESVILLE, VAzzgol DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 COLLINS ENGINEERESVILLE, VA 22903 PRELIMINARY SUBDIVISION PLAT ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oi9B8 D.B.5346, PG. 256 119.69 RIVANNA MAGISTERIAL DISTRICT ZONING: NEIGHBOGHBORHH OOD MODEL DEVELOPMENT DISTRICT (ZMAzol800011 WITH PROFFERS - APPROVED BYTHE BOARD OF SUPERVISORS ON DULY 17, zo19) A L B E M A R L E COUNTY, V I RG I N I A THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA203500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY I l�j I / /� \ , ��� U �✓' �� DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2o16 BY BOS WITH CONDITIONS. PROJECT BOUNDARY TOTAL PROJECT AREA: 04600-oo-oo-o19138-119.69 AC. (PORTION OF) I % °- BLOCK iB-36.55AC PROPOSED USE: 6751NGLE-FAMILY ATTACHED(VILLA)UNITS _�— --__-- 78SINGLE-FAMILY DETACHED UNITS I-� I \ \ �// //// .� -�� ALLOWABLE DENSITY: BLOCK 18: 68 UNITS (MIN.) TO 2o6 UNITS (MAX.) I\\ ® i • \ ✓ ,' o II I / i / / Y • '� \ \ = �` PROPOSED DENSITY: BLOCK 16:165TOTAL SINGLE-FAMILY DWELLING UNITS FUTURE ROAD EXTENSION p o4 I „\ / / • /,' ,,/ \ 0 of (UNDER DIFFERENT SET OF PLANS) / REQUIRED SPACE: CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE 1 / ° /J III • — —---�_i� OPEN Bib 0. ACRES .8 ACRES a6 ACRES u. ACRES I /� e �I / /�' -� • SPACE ----- • 1 \\ o° 3 0� : lid' PROPOSEDGREENWAY r OPEN SPACE PROVIDED: CIVIC PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE \ \ L Bib o. 6. ACRES I 4.sACRES I a. ACRES 1 12. ACRES o f�-;' ,r'-- — �"W � � � - _ --'- ` ` -•• -- = ' _ - ' w" ' -r ' _� , ' �- / NOTE: o.SAC OF CIVIC SPACE PROVIDED IN BLOCKI7. �L _.-,,-_ �z> o _� ':'- _ '� ,; ' 11 r ,1 II- ^•• "I „,o' / / �?� � - � r rc_ � _ it 4 I -.� \- ______ I I _ I �lt'i ..mot BUILDING HEIGHTS. NO MINIMUM HEIGHT REQUIREMENT. ..... \ / p •, _ •'• , \`�, - - Or T A�4(j MAXIMUM-3STORIESl4o FEET.:--: i %o .'�T__—__��'1`I,C '\ . ... ....... .... ..... ..... SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL -BLOCK STOBLOCK 1g ° '.--' \'� ,coOPER _ `_ ',' " _ �\ O FRONT SETBACK: RMIN.&z5'MAX. ,o .'-' j"� •\`" ''� '1 - r l='i rT- `.� \�' PORCH SETBACK: 5' MIN & z5' MAX. 1 OPEN r II�'„= •--+_-,�-;,\ a; ,\, i' I' - \' OPEN �l SPACE' �, _ , \ T <f/ SIDE SETBACK: 5' MIN & NO MAX., 1 . ,•l s\ ''' j o `\ _ / - SPACE - SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. I � � �� / � � ", ,-. ' ` - � - ,• � 1 ` `'Lc' m. 1 _ � _ _ ' REAR SETBACK: 1o' MIN. & NO MAX. q F ? - ' ' _ , - ` �^ I `, " �, \ GARAGE SETBACKS:18'MIN. \ `_,�f � �T I _ --- _ _ -� _ , ,o V I N i 1 � ' I 1 .. Y ' s'^-- 1 /' ` `` �; � ,..• / `: / - - � , SUBDIVISION STREETS: CURB &GUTTER o II BLOCK / I WATERSHED: SOUTH FORK RIVANNA RIVER o \ l'�, o f- - _ °0 1 - ��,,' -: ', I _ ,tl ,I' , •°' I -_ _1 N _',t '°' �l',c w �• � �/�/Q AGRICULTURAL/FORESTAL DISTRICT: NONE ® V I I nn l TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN • w SURVEYING AND BELL LAND SURVEYS, JANUARYzo1 OPEN BOUNDARY INFORMATION WAS COMPILED BY LINCOLN 0 SURVEYING ON MARCH 7, zo15. FIELD VERIFIED BY COLLINS I c ' _ - -I I - F I _ , 1 r ,I / •LL `\ y / , I 'I ENGINEERING IN NOVEMBER OF2019• \e N I r DATUM: NAVD1988 / `V EXISTING VEGETATION: MOSTLY WOODED. A_ ''„'I sr "' `s' '' _' 'I % "' / r I p• I I ° 11 PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE / / 9r LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. / l , ' ' L �,� %VA✓.�\ �'� V OPEN LIGHTING: NO LIGHTING IS PROPOSED. OPEN SPACE '�' ^ � � � _� ' �I-- - NTG MM�Y PHASING: THIS BLOCK SHALL BE DEVELOPED IN(z)SEPARATE PHASES. \ ,r /,;�':,� ��" _ _ ,�EaRCAbEDRIVE— / , ___RIDGEROAD RECREATION: EASTERN PARK (CIVIC SPACE #3) NOTE: 30,000 SF MINIMUM i. THE EASTERN PARK CIVIC AREA MAYBE LOCATED IN ONE LOCATION OR DIVIDED BETWEEN MULTIPLE LOCATIONS (MIN.1o,o0o SF SIZE) WITHIN THE EASTER PORTION OFTHE DEVELOPMENT. _ z. OUTDOOR MEETING AREA AND/OR PLAZA t OPEN i _ I 3. TOT LOT PLAYGROUND AREA(6,000 SF MINIMUM) ✓o°r,// 4.ACTIVEOPEN RECREATIONAL GRASS AREA -'',� '' / / /� SPACE PARKING: TWO (z) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH / BL�O7CK DWELLING UNIT. ONE (1)ON-STREET PARKING SPACE PER EVERY 4VILLA - - I —CHE-L- UNITS IS REQUIRED. I - /jp k• - _ ;;% 67VILLA UNITS/4=zzPARKING SPACES REQUIRED 22 ON STREET PARKING SPACES PROVIDED ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED / ,or -' ' T 'RO ` �` ` '' / ✓ '-�-;T /`� -�- I ; ' \. ROADWAYS. BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE I-.�::•'II( ,ar,ll I ` \ h / / /'/ _ �� \` �` \ \,' '\� I \� REQUIREMENTS OF SECTION 4.z.1OFTHE ALBEMARLECOUNTY ZONING f o': III';.- _ OPEN Y / f `^r / / :•:•X'.•:•;:' ORDINANCE. 4: 11'---- 6 ` SPACE BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) -.o •\` �' •'•'•'•.•.•'•'-' ♦ ' ' /- / / `/' �' V ' BLOCKAREAS. :4;� " '1 /`\ J / FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID II�.•.° ��;',�-"�" ,�'//' °�j > \ /� /� , \\ \ 51O03COz8oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH ° % °` T( = / ROPOSED GREENWAY INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA \;. DAM, WHICH IS FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. ;o \\✓% /,j/� //' / LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN c ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32J9 ° / ��` \ / / :':�'/ \ ` STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO T '�/ : - • > �` \ /�� \ �\ INCORPORATE STREET TREES EVERY 5o' ALONG THE ROADWAYS. \✓, I / .. \ \ \ ` / LAND AREAS: OPEN SPACE: y.o7ACRES (ii.i°r6)/, LOTS: 18.5o ACRES (5o.62%) ® `�, / / ,'\ \, \ ' \ ROW DEDICATION: 6.23 ACRES (17.0%) ® 1 / .1 \ ® � 1 �� :.•; � �\ �\ � / RIDGI RO0 \j PROPOSED IMPERVIOUS AREAS: ROADS: 155,182SF ® ! /"// '�'7� -' \�� T SIDEWALKS: 49,934SF/'� BUILDINGS, PATIOS/DECKS: 314135zSF O i I" .- \ \ \ ) -1DRIVEWAYS: 74,889SF / TOTAL IMPERVIOUS AREAS: 5943575E (13.64ACRES) ®i // \ `\ \ / / � RETAININGWALLS: THERE ARE NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. I.d � � •..•.•_•_•.•.•_;,.::.;., / / / ,`\ \ / TRASH: EACH LOT SHALL HAVE AN INDIVIDUALTRASH CONTAINER. to��// '•'•_TF> ♦oo o ¢ i o° ROJECTBOUNDARY UTILITIES: ALBEMARLE COUNTY WATER& SEWER o ��/ o AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE �� ° .......p APPROVED BROOKHILL PROFFERS. SEE SHEET iA. TOTAL PROPOSED UNITS:16s OL TOTAL PROPOSED AFFORDABLE UNITS: 25 UNITS OR CASH IN -LIEU F0 GROUNDS OF AFFORDABLE UNITS --VAR.""°THPoe,1C°a NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH ---------/ THE FINAL SITE PLAN OR CASH IN -LIEU OPTION. O NOTE: 30' WIDE O BUFFER ALONG a I )/REFORES ED SHEET LAYOUT SCALE: 1" = 150' I \ Pot0 (3 O0_� VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS iB PROFFERS z OVERALL MASTER PLAN .5 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUTPLAN 6 LAYOUT PLAN 7 LAYOUTPLAN 8 LAYOUT PLAN 9 GRADING, DRAINAGE, & UTILITY PLAN 10 GRADING, DRAINAGE, &UTILITY PLAN 11 GRADING, DRAINAGE, & UTILITY PLAN 12 GRADING, DRAINAGE, &UTILITY PLAN 13 NOTES & DETAILS 14 NOTES & DETAILS 15 STORMWATER MANAGEMENT PLAN 16 LANDSCAPING PLAN 18 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT _ = EXISTING VEGETATIVE/LANDSCAPE BUFFER ------------ GREEN BUFFER - -- PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING -----------200 ---- EXIS77NG CONTOUR zoo PROPOSED CONTOUR 506.71 TIC 50s.2/ EP PROPOSED SPOT ELEVATION TBC DENOTES TO"ACK OF CURB T/B DENOTES TOP OF BOX 506.71 TW 506.21 BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 0 0 0o0 100 YR. FLOODPLAIN APPROVED by the Albemarle County Community Development Department Date October 23, 2020 File # SUB202000160 and SDP202000059 Application Type Preliminary Plat and Initial Site Plan Lead Reviewer: Cameron Langille Lie. No. 035791,E 10/19/20 ,Aj zz w F O v z 0 Of k 0 Of O U) CO Z z Z � O Q W N F- z CO a LU LU z w a w LU LU li 0 Cn ti zM M O I --I U) N 1- 4 M � ' M~ W N O � v I� W N N W QLU J LLJ z _J J � 5; 06 CO LLI z I— O � w w 0 U U) LU I— UUlz F I zw LU °° Of ,--I C J � W U < M LIJ J U J O F--I O O N O U O w G p� w w Ce a _ 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): 04600-00-00-018AD, 04600-DO-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019134 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 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 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 "Brookhill"(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 #1 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 ( Improvements"). "Polo Grounds Road Ira ") . The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a variety of housing es including but not limited to for sale units rental units J � ty 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 and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s)shall be available for sale. Thus notice shall not be given more than ninety 90 days nor g ty( ) 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 during the one hundred twenty 120 day period, the Owner shall have theright q P a ty( ) YP 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 pemtit ("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 (501) 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 ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B "Salamander Crossing Exhibit"). Maintenance of the P Y � .( � ) 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 i) a Permit for the fiftieth (50th) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkman Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, banding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 413, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). 2 Conveyance of Interest. All deeds conveying an interest in the For -Rent Affordable () Y Y g Y Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tenn, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle Count Housing Office a co of the rental or lease P Y g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Tern, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( )> hundredth (500th), eight hundredth (800th), and one thousandth (1 OOOth) 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 Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Manag ement. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSU2016 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 $7,419.91 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 amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P q value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, Y collective) 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 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 IY 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 (Ist) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places 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. COLLIN' Lie. No. 035791 z O J a k U a Zn w O o to Z J O Q i r > z w rr `H Dui li w o o ; N W O N N W > LJJ J J U) LU O U W ' Y LU U) LU LU aaaaa� U) J~ W Q J OO O N U Q J z 0 I-1 l� m 1- 4 LU W 06 z Q 0— Uj Q 1--t I--1 z I-1 LU L.L LL 0 tY 1 00 rl U 0 10 J l� 0 0 w J w a m JOB NO. 182150 SCALE N/A SHEET NO. IA i� ® ' �� ill Ii IMPROVEMENTSPHASE 11 INTERSECT[ rimrrtuvemtrvU- 3. PHASE 11 RAD 0 WAY IMOROVEMEN75 PHASE IINTERSEC�ION ,♦ �A O IMPROVEMENTS A PHASE ROADWA Y f B r` $ PHASE IV INTERSECTION US� ,' ,� N IMPROVEMENTS ( , A I % s (' ®/ rolDmmurlm rDAo f PHASE I INTERSECTION PHASEIVR ADWAY /— \ BROOKHILLTRAFFIC PHASING PLAN , '4 - tangrfnc�d. �- MRWjr� / CRROSS-WEALKF.DESFR\� - �DUSTINGTREEAREA 'yyy1111` PROPPOOS5Erpp/ � \RRa6\GDrkAIL AEreCO WARrop.To MPRONEMDw•ITSTGWIIP[ i IY I �\•" ��A�AsPRO ECT GOR ROll Z �f P dos ov,N F \\ \\AM0o1r\!r \ / C ISTING OF EVER AL CONNECTOR 0 \ a `. PRO OP IM PATH AYC E FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONa • CONSTRUCT tO NEWWESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH! 375 'OF STORAGE LANE ON OF STORAGE TO ROAD FROM So' OF STORAGE TO aoR' OF STORAGE • CONVERT RI 0 MILLS ROAD TO RIGHT IN/RIGHT-OUT OPERATION. INTERSECTON R • CONSTRUCTASOUMBOUND ROADWAY PROVIDING L) LANE. NANO (r) RIGHT -TURN LANE. • EASTBOUND LANE ON POLO GROUNDS ROAD WITHaSO FEETOF STORAGE INTERSECTION B • CONSTRUCTA RIGHT4N/RIGHT-OU ROADWAY ENTRANCETO ROUTE z5 • CONSTRUCTA NORT HBOUND LANEON LEON US xB WITH zoo' OFF STORAGE. ROADWAY TO PRO to VIDE RN 0)LEFT TURN LANE PAINTED DGMDIAN TO RESTRPROVIDE PAINTEDM MEDIAN TO PROVI EWE D STBOUND LEFT -TURN LANE ONA OFSTORAGE BOULEVARD WSTRIPE EASTORAGE. BOULEVARD EASTBOUND ASHWOO I BOULEVARD APPROACH TO PROWO (s) RIGHT -TURN LANE SE IV INTERSECTION '.RSECTION'5-- ----- CON STRUCTSOUTHBOUNO ROAD WAY TO PROVIDE (,) LEFTTURN LANE AND (o RIGHT -TURN LANE CONSTRUCtAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WRH gO OF STORAGE WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: By: G� CHARLES R. HAUGH By: %o Ao?Y 4n. Q7wl.T oLw )6/.d IZAfBETH ANNs OGL BY G.�u— Date: %1Axi/ 8' .019 OWNERS of Tax Map Parcel 04600-00-00-01800; By: ; l�4yr1/ CHARLES R. HAUGH, 17USTEP By: DOUGLASB.OG BY, TRUSTEE Date: S- 2r-/q 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 Ann O. Haugh, Its President Data; �%-u-y 8, 2.o[ 9 Page 9 of 10 F 0 SHOWNOLOGROUNOS LANECOP MR ! '/ SHOWN AND IBITLAN ICORGURTIONS MR i W ROAWAYINNDUNECONFIGURATIWILL BE IN ACCODAI / 44� c APPROVED TRAFFIC MPACrANA YSISANDFlNAI / CONSTRUCTION PLANS FOR THE ROADWAY IMPRI PROPOSED SALAMANDER �. CROSSING(3 TOTAL) i� N 29NVERTED RETAINING WALL_4NDCILVERT 'HEAb WALLY T s S EM .t Po <O \ \ SALAMANDER TUNNEL M. V I CRO65Wr 8 FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT ° O 0 0 ❑ D ' O c D" F d. PROPOSED6D• , ACRE HIGH SCHOOL SITE p" TMPA6-dtl HORNELAND CORPORATION Q y �h 'L �Q� pJ� yao TMP46-,BD CRAFTON I CORPORATION / PROPOSED 7 ACRE ELEMENTARY SCHOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of Tax Map Parcel 04600-00-00-0181B0: HORNE LAND CORPORATION, a Virginia corporation Ann O. Haugh,Its President sa Date: >,-� F. -3.01 9 OWNER of Tax Map Panel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: obt, , C. " Ann O. Haugh, Its President Date: P13t 2; AO / C% Page 10 of 11 ORDINANCE NO.19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-01-018AO, 04600-00.00-01800, 04600-00.00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-019114 WHEREAS,the application to amend the rollers that were approved with ZMA 2015-00007 for Tax Pp P Pp Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A I, 04600-00-00-019A2, 04600-00-00-01931, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-0001 I, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS,ZMA 2018-11proposes to amend Proffer Numbers 1 D 1 6 and 8 of the Proffers that were H, , approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road • p P Connection only if VDOT does not do so to reduce the value of the credit for in -kind contributions that are available t de Y to the developer, and to reduce the acreage of the hi school or institutional use site that the developer is required to p • 8 high p 9 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 § I8-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 20184 1. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P L Bt $ 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 sic to zero, as recorded below, at a meeting held on July 17, 2019, Cl unt Clerk, Board of County Sup Isors a Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019BI: BROOKHILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, �ge= By: AndreT#TtNrGimy, Its President Date: _ S Z3/2d raj BROOKS ILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc., Manager By: �Alm R. Tay or, is President Date: Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle Count included a connection from RioMills new Y II s Road to the e Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; n p y p t, and WHEREAS Albemarle County approved roved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS the Commonwealth Transportation Board approved the remainder of funding , P pP 9 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 County p Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. 7 r Clerk, Board of CountoOpervisors Aye Nav Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y_ Ms. McKeel Y Ms. Palmer Y_ Mr. Randolph Y ICOTT R. COLLIN' Lie. No. 035791 z O a kVi D, Z w O U) O z _1O Q in H > z w a1 W :r w CD Q r4 0 CN N W L9V) 1 L ti z M cvi 1�—q N 1V)-1 M 1--I Q N N V) W N C_ G W > LU w ZJ J �/, / VJ w z 111 ~ J V) V _j °C LU Lf_ z w LL LL U WYG LU Ul 1 W z wLU 1 Z Dof � AAJ Y J F Nw O 1M t111J 7 I 1 1 U J 0 1� O U w O J G m w w a (n JOB NO. 182150 SCALE N/A SHEET NO. IB H 0�, ll NOT SCOTT R. COLLINS'"Z LiC. No. 035791 THwp�pQ}, c� J PROPOSED TRAILHEADACCESS AREA T V-`•qRb C� l PROPOSED ASHWOOD BOULEVARD CONNECTION sr f��Fy THOR UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT - J c� l W ~ o�� g S OR MORE INFORMATION REQUIRED BUFFER F E \ PPO N o LLW ZONAL E PROVIDE PARKING, AN INFORMATION KIOSK, AND A PEDESTRIAN ROAD CROSSING rr° *_•, / Y I % r j m ACCESS THE MULTI TRAILWA \� S 9p HwOpp = o. -USE / �� W J LU o C � W o FOREST LAKES �Q \ „ . ` \ NEIGHBORHOOD I SITE Z x W IMPROVEMENT • 4 65-1 SW` r Oc sp ` F _ SWM FACILITY # COUNTY OF 3 ' 'MIN. NATURAL BUFFER EMARLE p 3 PROPOSED PRIMITIVE TRAIL WITH - �� \ R O M RO /C(S q0 UI m Z w Z U W ' CONNECTION TO FOREST LAKES in i P OLO m GROUN OSROgO _j r J a uo J) < [A� U_ O I, a PROPOSED © IIl ALBEMARLE COUNTY -� -- RESERVEDSTEEPSLOPE PRIMITIVES ) / I' BLOCK 1 TRAILWAY 3 I " (TYP.) Q, o O N 1.1 I�ZC z � l ° Z u v, o Co n ,- TRAILS (TYP.) o VICINITY MAP: SCALE: 1" = 2000' h� DEVELOPMENT I w g AN COURT 3' o O o¢ GENERAL NOTES / AREA(TYP-) M ) , - OWNERS: TMPo4600-oo-oo-oi8oc TMPo4600-oo-oo-oi8Ao< > ) , �,,.,;, - 111 HAUGH, CHARLES R. & HAUGH, CHARLES R. & � BLOCK 15 III , >,- F��.: ----- � ,' ,' vd�• _ � I ` E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. Z _ ! -. EPS R 1 ,", -- I ' 1\ 43S PARK ST 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA xagoi CHARLOTTESVILLE, VA 22902 T.M. 46 - 188 y;, ✓ -_- -, �_-- HORNE LAND CORPORATION GONN w '" _ _ ``" "'" / OPEN TMP o 6o0 o0 o0 of oo CROCK ETT CORPORATION w Lu � '� S ZO _ i i II•''� (TYP.) GO HAUGH&H LVIN 435 PARK ST v) `. \ t:.� y __-" BLOCK 12 - - PROPOSED CIVIC SPACE- �\j CHARLOTTESVILLE, VA 21901 f7 Z C7 z EA E BLOCK so �. e I ti _- \',. \ `° °e+. BLOCK 1 - �� a `� ' EASTERN POCKET PARK G` (LOCATION TO BE DETERMINED Q�'+ \ • -- O � � ❑ DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE yoo w w _w 0 / - 1 - _ EXISTING ioo-YEAR � .- r,-- WITH FINAL DEVELOPMENT PLAN) .. --, CHARLOTTESVILLE, VA 2x903 w w z _- FEMA FLOODPLAIN (TYP.) _ " / M', ', \ __ _ '•,'��' ��- -_, PROPOSED VEHICULAR -- INTERCONNECTION ACCESS \/,,�y ENGINEER COLLINS ENGINEERING zoo GARRETT SUITEJ 1./) Z a Z F- z o � z O Z g L BLOCK PRO IVE \� , °d III ' r i' - - -- TESVIL E,VA 2 CHARLOTTESVILLE, VA xxgox Z O g m in O o \ ,� \ ` '. T p`Y a y >,.\ .,, r _ TO THE MONTGOMERY r o' MIN. NATURAL BUFFER Q f a0 ~ Z z Q W N O ROUTEx n . g -IMPROVEMENT _ X \ , f r r r , : ` °'e rj/ (I ".: r ) RIDGE NEIGHBORHOOD i (" o' TAX MAP&ZONING: 0 6o0-00-oo-oi800 0 600-00-oo-ozBAo 0 6o0-00-oo-oi oo 4 4 4 9 i-r o Ln o w w f w S F Q ` PATHWAY ,. ♦ , 1 -' , ° i •r I , �,:,: �,:.,� , .,.' Y OPEN / R ° "' r' O D.B. 73-4 PG. 6go D.B. 1333, PG. y5o D.B. 73i, PG. 690 Lu > u W w a m S o f o Z w p _ PO EDCIVICSPACE `� ,. ;;'+ \ ` "... 'SPACE i , -� ALBEMARLE COUNTY R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL Lu o E f m / _ ° ° (TYPJ BLOCK 11 GREENWAY �. e 1 • „ t, ' .. /,, / MANAGED STEEP SLOPE / (TYP.) I p RV- TOTAL PROJECT AREA: 04600-oo-oo-oi800 - 42.55AC. w a Z w a Z p u ROUTE29 P„I >;, (l'YP.) - 1 '" '.',' / \•r` )� " ~\'• ° OpD �=�<. t 04600-oo-oo-oi8Ao - 27.29AC. g g — z IMPROVEMENT ;_ .., ', _ e GR(ETMP AY +,•� .. �.: ----- ,.-" � � BLOCK 1B G E$ V ,O. _ 04600-00-oo-oigoo xo7.66 AC. TOTAL O 0 O SWM FACILITY#x fii PROPOSED So'BUFFER ._.- GR(TYP.AY UPLAND } °� !,e'0._ PARK °° \ \� � `< y1 T s °"ft ,o � �,ee ... c' : -� - r� _ 6�`'p N��'a z oAC 77.5 PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT w N It w N Tii U z AROUND VDOT STORMWATER- I MANAGEMENT POND ) e EXISTING ARCHAIC WOODLAND °+ "-., \ ` �`,� AREA TO BE PRESERVED ! DEVELOPMENT AREA (TYP.) - O ti� TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY aoz5. Z g L9 ! ,CAMPSITE BOUNDARY INFORMATION WAS COMPILED BY LINCOLN � z ,< , �' - F'� $ "` +ri„ + �. d ., �"' BLOCK 16 �,....... „; ' SURVEYING ON MARCH7, 2015. p Ln O -...,,� �. EXISTING l _ _ DATUM: NAVD ig88 w Z C'/) �1 IV/1� Z p m zoo -YEAR a TREAM BUFFER (TYP. ° de e,,Ow \� ,\ FLOODPLAIN (TYPJ °° - UTILITIES: COUNTY WATER AND SEWER CV 1I i 3 ` ` ? OjOo ik:_ BLOCK !} C1 — ° r _ `'"'- '`` \ `, °° �• / 4 c''�) /J FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID ioo Coz8oD w , . 1—I PROPOSED RIGHT IN -RIGHT OU r¢ _ i'i ___ BLOCK q a - r v DATED FEBRUARY ,zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4 5 e INTERSECTION IMPROVEMENTS. w SEEBROOKHILLTIAREPOIR �a Z .� �� ,a TRAFFICCIRCLEROUNDABOUTMAYI ��� / _ V � I ALBEMARLE COUNTY i � �--- PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. ¢ O _ o N 0 .+ 0 .-+ 0 ., 0 Q FOR FURTHERDETAILS: � MAIN STREET _ A...�--.>- "'-, BE CONSTRUCTED AT THE ���PRESERVEDSTEEPSLOPE� r `^ MONTGOMERYRIDGE Co 3 BLOCK 5 %;;> , NOTES: N vi j BOULEVARD ENTRANCE 11 3 INTERSECTION OF MAIN STREET AND (TYP.) - r THE NORTH/SOUTH CONNECTOR ROAD BLOCK -4 / I r i NEIGHBORHOOD z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. Z OPEN ;, ,� -. - _ Y' �` x. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE SPACE ` � r' - OPEN - - DETERMINED WITH THE SITE PLAN PROCESS (V CC SPACE 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH < ' (TYP.) BLOCK1 I ` A40 ; .. A `,'�' O ALBEMARLE COUNTY REQUIREMENTS- ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE W Q �1 J I EXISTING ioo-YEAR PROPOSED- ���.../// OR FOREST LAKES. ^J ` w W ' l FLOODPLAIN (TYP.) s.: a, RIMITIVE o , ,�� �d 5 THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OFTHE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI T.M. 46 - i8D !� I '� TRAILWAY �� O� D CRAFTON CORPORATION _� _ I •, BLOCK 2 ' L DEVELOPMENT AREA O \ I G �QP n O (�� Z I_J THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THEFLOODPLAW. J • BOUNDARY (TYP.) f�\D a 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN _ �6 - - PROPOSED NEIGHBORHOOD CENTER i _ \ I \ / IMITS OF PROPOSED REZONING ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE C Z (xJ J 3 - / (LOCATION TO BE DETERMINED WITH FINAL DEVELOPMENT PLAN.) 1 ,. ,'p BLOCK 1 , _ Z L PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. �. LLI Z J # I ® _ _ _ _ - - - _ ° m 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PIMP Q U r--, 1 Q I# PROPOSED zoo' BUFFER ALONG RT. x BLOCK ° s �I -" • ', ,,o. `" HISTORIC • `-� , ,. I T ELEVATION WILL BE PAT F THE FEDERAL EMERGENCY MANAGEMENT NUNDA ION ELEV O L R O G G SAFETY ACTION PLAN. LLJ Z Lu J OL u.l 7o' NATURAL LANDSCAPE BUFFER, &3o'LANDSCAPEBUFFER 4 ) ±ACRE _-�, BROOKHILL PARCEL BLOCKS �.-__BLOCKS �, ' '�, ti,�.` r f--� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN SEE THE CODE OF DEVELOPMENT FORADESCRIPTIONOFTHE C (,/) J O ALBEMARLE COUNTY `� ` •Y ` �/'�{ AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA - w NOTE: A PROPOSED MULTI -USE PATH APPROXIMATE LOCATION OF MARKER FOR THE _ ' - - ANAGED STEEP SLOPE {Z,,, \ . r �' \ i � (TYP.) GREENWAY ' � , - � ( ) -�J / �\S / 9. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER �L J Q _ H1 J J IS PROPOSED BY VDOT ALONG THE " ROUTE FRONTAGE OF THIS ` HISTORIC BROOKHILL PROPERTY + r - - (TY..1 i , _ r ._)- '. I `• 1 � ) ,� MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. (^ � o••r U I --I xg 4 PROPERTY. PATHWAY TO BE u - - _ _ - - - _ , � � r .: <, ---�,% `� r 'r PROPOSED xo' BUFFER �,. + ... .% �) '. \ • ',, r v -/ __ 1 io. CONNECTION POINT®ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE < O W I--' J LOCATED WITHIN THE VDOT R/1N. '� I �1'i - .:.',',%7,y; �.�^t.� j I LOCATION OF EXISTING ��,:-- 1' i� ) PEDESTRIANBICYLE ACCESS CONNECTION. V) i Q O r k�` t r ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q Lu �1 O I, \ UNN CEMETERY TO x•"Y'"' BLOCK 1 - °- �. ° 9 A ft fi DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. 0 u Q � � 0/ o V REMAIN is , LOCK LINE (TYP.) � + NOTE: ALL STORMWATER MANAGEMENT FACILITIES �: LEGEND Z Co I �•. / BLOCK 6 ALBEMARLE COUNTY ' AND EROSION CONTROL MEASURES SHALL BE w LOCATED OUTSIDE OF THE PRESERVED SLOPES. �� GREENWAY _PRESERVED SLOPES 1L Q (n FI Z C) BLOCKS PRESERVED STEEP SLOPE i °, ° ROPERTY BOUNDARY (TYP.) 7 L � z ^ w NOTE: AREA WITHIN THE zoo'BUFFER AND OUTSIDE THE EXISTING TREE O j --;. ,ul ' � (TYP.) - 1.. ,' ` BLOCK % \'.' O " ' �`, • ° r cat °o. °° VEGETATIVE BUFFER MANAGED SLOPES ® 0 ®OPEN SPACE AOl Q z Q w 1 Q� 0 LIMITS SHALL BE REPLANTED IN , - .;.,: \'. EXI$TINGioo-YEAR ;�� 1 ••°•• , °° I V ACCORDANCE WITH THE PLACESxg FORESTED BUFFER REQUIREMENTS u„ '; EXI - i,� f "r';i HO DEVELOPMENT FLOODPLAIN (TYP.) " �' -' LNG BROOKHILL AREA (TYP.) `, -' I OFi THCENTURY - '' SE TO REMAIN g \' - - °• IL, A °- -� •° WITH HOAAPPROVAL, A io'MULTI-USE PATH ��� SHALL BE EXTENDED TOTHE ENTRANCE OF _ - 7 GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS J J U) Y Q �� M N NTS OF BROOKHILL � i R BLOCKS - DEVELOPMENT AREA MONTGOMERY RIDGE. THE HOA WILL NEED £3 TO APPROVE THE TRAIL AND EXECUTE ALL _ EASEMENT DOCUMENTS ALLOWING THE C_� PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL � HISTORIC HOUSE& THE CENTURY COMPONENTS OF � U O EXISTING ioo-YEAR _ " BOUNDARY TYP.) u QI ` , (`'`*'`�,,� ,• ���"'1pR CONSTRUCTION OF THE MULTI -USE PATH C �-_\ j �1 -- 1gTH BROOKHILL LLI J FEMA FLOODPLAIN (TYP.) ! ° -F � OPEN OPOSED zo PAVED � �r f / A D ON HOA PROPERTY. i J v PRIMITIVE TRAILWAY O00-0 0- CQ r % SPACE % "-- - MULTI PURPOSE TRAIL,,\_io'MULTI-USE i PATH TO BE CONSTRUCTED ALONG THE NORTH SIDE OF POLO GROUNDS ROAD Com Q Un . apartment PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL * J File# 20/1 J ROPOSED PEDESTRIAN TUNNEL - v LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° O HI IMPROVED INTERSECTION AND STOPLIGHT.' e,a' F,OI .' Ap rovsc _ Supervisors 000o EXISTINGiooYRFLOODP FLOODPLAIN N Z SEE BFORFURTHEIRDEPORT V ° POLO -_ PROPOSEDIMPROVEMENTTO SPOWGR63 SOVNNPR\vER �} } I�utlllw� ppSROgp(So, - - POLO GROUNDSROADFOR Q TURNLANES-SEETHEPOLO R\vP ...... STREAMS JUNE 15, 2015 Q r. 26 _ - GROUNDSROADWAY 3�� - annef * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED O w _ IMPROVEMENTPLAN CALE APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 3o' BUFFER ALONG C SCALE GRAPHIC AL PROPOSED LOCATION OF CIVIC SPACE O F- U � FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD io' MULTI -USE PATH w M W w DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. - - SEE PROFFERS FOR FURTHER DETAILS )rCROCKETCORPORATION zoo o zoo aoo 800 PROPOSED LOCATION OF HISTORIC MARKER n - , LLJ cc o_Ln _ JOB NO. 182150 ' T.M. 46 - i8C PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. ` ( FEET) / *� SHEET 1 OF 1 _ SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN&TRAFFICTIA. h 1 inch = 200 Pt. PROPOSED ELEMENTARY SCHOOL SITE \\\ SCALE N. T. S. SHEET NO. 2 Ol N L N •a 0 _ N i m N Ma m m y�P tly� II II II H 0 II � W J °v' Q II > i II I II , II I II ------ �/` -�_ SCOTT R. COLLIN' Lic. No. 035791 rL r 1l I ---- BLOCK 13 I BLOCK 15 ) A YAN COURT 3 o ��� I\ �r� �\ �� ��/ K „ •v �i / Z I 1 v "� r !! .. • . • . • ♦ f � I/� ` � wee �� \• ram• • 11Y�/�QIpll,,ri j f �'u`9•�� • \ r s7;� ♦ �' t \ • -_ a • .. aaaa�Pgae•�, �C � e Awn _;���►�►�� ��� e,��a ; ♦♦♦♦ �♦� ♦ �,. �♦IIt ♦ ♦gy m ..� ��� I•v ` e_ ♦ ♦ ♦ ♦ ♦ � � . • p ♦ '. r ♦ 'ire � ♦ t ��rr r---•ar it �� llU �� li' ����♦��1�•� ♦♦'���.. \��♦�l>�6 • �� `�i � apt ��. � II I I' .Al_ �Ial� �♦ MUSIC KIM ,!l� • 10411 BRIM - *1 •��,► /� ��I/��♦1 INITIAL SITE PLAN '�', RO D L N' BLOCK 19 e (� (UNDER REVIEW) BLOCK 6 0 > SUB201 -0011 ° BL,O K ��DPz01goo02 I BLOCK7v�� FINAL SITE PLAN APPROVED 4/23/2020 ) .': $ /.o SDP2o18o0054 ° /1.INITIAL SITE PLAN \. APPROVED - 09/1 _ o SDP201900015 \ \\ x FINAL SITE PLAN WOW .• ` .......... '•••....: `: STATE RT.R643 D B 4 ... OAD f5o' .... ......... 82, P.163) LEGEND: PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS ARE UNDER REVIEW) GRAPHIC SCALE .......... ' .•••,•„ COMMERCIAL DEVELOPMENT o 0 0 . PROPOSED RESIDENTIAL & COM z o ioo zoo a o —/ ,�— (APPROVED FINAL SITE PLANS) - ' PROPOSED RESIDENTIAL DEVELOPMENT ( IN FEET ) ' I (PROPOSED INITIAL SITE PLANS UNDER REVIEW) 1 inch = 200 ft. 0 gougf ,�^ ri�Q►�Y� d 0 Atr �• •�� -� � h di F��� �p �`. 0 •iA�: • ®.e .. s e�.e�•• �. ,� .?,�'�o•�. .�/ [.' �!j•'e¢vv Ea©N•+��OMp•�ee��P�a`W.�V. ��'(•,)'tl•�C.•► h.°�..off�� �1'������.. � Aldo I�R•� / �4 �� ail gwo 0.�s•i�e ��g•I� �y•�rb s• . . • mg toll ax �Ps 1�, , I L9 smax ��� �♦l,���le�i�rd�A�.,.wi`�r�.�r�rlN:i�I�+��� �,i'ip, r •n 11 Ibv Ipw 'pall f � .., �. ., s • • "go 00 Lu LLJ L9 Lu zu Lu n, ^�dlon�l u • • �e s•�s _ • • • r� rs•• �,�` • :•g�q+ •••in .• I • MEFRIMM, 1 1 1 1 1 1 CD o _ • .. ��®moo®�o�o�® '. • CO JOB NO. ® ® ® 0 ® 0 0 ® III / -41- I „ �., c:, ''\�y` \ \ \ \ \ I ' III II 11 I; �/,.-1 ..,:1 ' v \ 1 ' 1 -` �/ I ! / ' / / % - ! / ' / I w / / i-�' — / -\ _ J \\ \ " \ \ \\\ \ \ \ \ � I I Igl1 /l// I I I I I I \ 1 \ \ \\ . \ I \ \_ — / // / // /� / /////:, // i / / / r� / / /> / — 1\ �i \ \�\\ \ \ I I II/ l ?/_ I \` \ \ \ _ ///// �� \� 1 �I I I / \ \ — // / / //l�/�l / // / /I / _ // / /� � ^ r\ V A \ \ v v I ///�/ //�/// I / I I I I I � r l / / 1 \ \\ \ \ \ \ A -� - / /� /, / / /,/ 1//. // / / I / / / — // // �°' \ y. ( — V A v V A \ ll'/ /ll' l/ l : I / 1 \ v v� /� // �� i// i y , �l / / / 1 I / // // /i/ \\ \ \ _ \ \ \ \ \ // / / III / / / / 1 1 \ \ \ \ _\ / / / // /J/I-� / // // / \ ✓/i///////// 'j < r / / NTGO% Y SUBDI - _�° 1 VA v �� vA v A ���/////�,. / / IIII I I 1 1 v v / - / // / / / /. __/ / //10004 1 \ \ �_'' � \\ \\ \ \ \ / �/ I I I 1 / I 1 1 I I I \ \ /' / - - / / / / / I // /�� // I ( ? \ l\ \ \ ` - -11 / //� / �� �1 // f / //// /I I �� f «� I� \\ \ \\ ` \\ "\, �' \ \- //// /r / / y/ / 1 1 1 I I � I 1 1 I I k III \ � � / / -- - -° - � / // / / /// \ \ / ,/ / / �' ROJECTBOUNDARY(TYPJ / SCOTT R. COLLINSZ \ M \ \ BLOCK � / / // / 1/ / / I / I I I - - / / - , / // / /% I \ \ \ \ -- -/ / / //// / // _ / t� Lic. No. 035791, V IA\ V1\vv\ vvA� / / / I/ / // I / / \ v \ ----' / // / / // v / / / // / \\\ J \\\ ' �i/// I % / / / I _! ,/// / / i / iI 1 \ \\ \ �— //// / // / T-, ,, / \\ \ \--� \\ \\\\ \\ \ \ \ 12 /� 0 11 JI� // III I / / / 1 \ -- \- _ / / //i /� % II \ \\ \ ---- // / / / / / / (� / y / / v v_— — — — "-- // / //III v — v v ----- /_L / / I / v v — III \\\\ v v II I// / / I I I \ / / M— / / L .: ------ ' / / / / / y, s� v A\ V v / A\ V \,\\A A \ v _/ 1/ �l I I I I I V // A_� , --EXISTING SANITARY SEWERANDi/// ��% /, `/Il '\ AA- ' v ��- --- / /� l/ / I I 1 , ��- / ��� I X �_/ / I A\ \ \� \ v - /' ' / I I I / �__ / / / t� \ �z v� A - / I I / / VA \ lTl V A \\ \ ~� A A" \ V - { I I A zo' SANITARY SEWER EASEMENT �/ �� VA A vi - ��-- / \ / %�� �/� \\ v\ v _ / // / A A v — — --- / / / v _ ----- l \ v�� --- -/ / II V A\\ V 1 V �\ - / / P/o � r I 11 ( I \ \ \ V A '� '-- ___ - / / / / /9 / ` ��, V v, - EXISTING STREAM-- --- / / / / / / ��v / vv�vv� v '-�„/ \\ vA -L// //// to I I1 II �� \ l vv -I � /'; --_ / _' // �� //./( ��� v v _ — �- " \ v I 1 / - I � / \ \\\ 1 1 \ - - \ \ \ \ \ \\ \ \ - _ - / \ \\\ EXISTING STORM SEWER AND / J\ - /„ I I I \ BLOCK /_ e � \ _�`_ \ \ \ \ / - / \ \ \ \\ \ \ 4 - - � - - \ �' - � _ - — / / 1- \ `. \ \ \DRAINAGE EASEMENT \\\\ --/ r \\ \ / P' \ \ l \ -/ 1/ \ cl I \ \ \\ \\\ �4 \\ � / i _ �aI -` - _ 1�j. \ \\\ \ I \ \ I - \ \ �" \ � / lam' - \ I A \ \ \ \ \\ \ \ /- w✓ � - - _ �__ - - - / �l //�/ j n - t \ - - - 1 T \� \ \ XISTING STREAM _ / I / \ v vvv v� �l �0_ tl \�\� \. 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VV A \\ \ \ \ A LANDS \ REFORESTE // �/ / �/ /I vvv h I v V // \1 v v v .� i -�, /, - � A \ / 1 / V A \ \ LIMITS OF FEMA APPROVED % - > `—' c - /N�° � � ' ' �� \ \\\ V A A o' PE/ D / I I - A ors / \ \ \ ® AA. /// / ® I 1 I \I A / '39, - - - - x - I- - %�^� / A' - -� i-+-, .�3-. y"" �_. :% .%� .=�ez= VAA •'$VA AA \ V A 3 J / / / / A - V\ \ ® A V // / ® 1 1 A ioo YR FLOODPLAIN - - - = ��� -. y - -= vv V AA A\ V AA V A BUFFER AREA �/, / // -- IA V - - - _ice=- -- - _�/ �' / / / j �-� - /� ����'11�v\\A \ \ \V� �V A A / //////////� // �.. - ��\ - -)) �1AIVA\\ �� \a y// ® \ \ - - ---- -%`ice' � /�`� ��'' '� v v 11 / / /i // �/' /�- /i- -� v�� VAVv��,AA\\Vv v A v v \ A / / /// I / z T II \vv — —,— v \� Y� / �� / Y I V A v v — — — __ — v \ v \ / / �/ o /� V A v - i r / /� 1i - / v Vv �i / v v 1 \ \ v A v v \ v A\ \ // �// // / / / \ �V A �l\ / r / L ��s /` / / I / A\\ \ v v v V A I - - 1 V A J �l� / Il v ,tom �� i //�� r� v v/ II / / // / / /// /— - - - Avv vvv � v v V / l a k �v ������� II�� V V /�/�A / /< V A\ -- �� / + iI - - - -\ ��- ,v -\\\ \v vvw- V //,/ 1 - � _ ( / "`>I_1-��::.. v A A v : k / �� ,� i/ 5'. . s. '�/�i - �A\\ VA\ I I I /// // /� / /, // '-- VA A\V -�_�` VA v A ) ) I /�/// �� \�' � - A \� A A ® /� — - "'_ / =/ '�' / :,/%'_�/ , v V v / / // / / AV ��� AAwIvV v��vvvv I// ///1 / f \w�A III�' �Vvv,� v"i m 1.\ v ° �// A ' :'�' � �: - _ / / "EXISTING WETLANDS (TYP.) l / / - - v A A Z:- A v v _ �.. /.� /',�'t./ _ _v��2.v�� III�vIVI I.I / / / /, // v` ` '/ / vv v�- o Ln �/ _ - wv� wvv s / A'� - - - �/ / / _ vi/ /6 / / / / — / - - _ �A\ v ALBEMARLE COUNTY - - v A \ - - - / / I I \� vv A / o _ - \ \ / \ _� — ��-/ / l/�� \ \\\ � :: \� \ `} � 1\ I :X '� \ � - - \ J - / :� � _ / ' / �/ // - ^ - - _ \\\�' \ _ I I 1 I I PRESERVED STEEP SLOPES / \ - - _ " - - - ' - / O -� \\ \��\� oo0®�®® -` O '-�.._J - \ � / / PROPOSED _ \ \\ \ J I / / - \ _- -`` / `- I X� F"'I - _ - \ \ \\\ \ 1) o - / / y' �- - - - %a /r / / / / 'GREENWAY, TYP._ \ NI \ i / //, / / / I I I ` / I - / /- w -vc v y � / / � /' '.� // / / - X // / / // / / / / /- V �- ---- - � r - / lA — A � - I. / /� / / /— �- r / / v ��v"v / //�/ / � � _ � II� / — \ \ \ �- BLOCK \\ ', \�'_ _ _ -. "jC�/ �- �.�'' i/ : .u`. / \\ / / / f / I -_ _ -se°_ - ` _ - - i / / / r /� �` y\ \ \ /� 11 \ \ vVAramA1 / ' V A �� v / v ® .. l`.` ..: l.._ /.i �, , /// / %v / r _L l l� / //- v / 1 / // // / / / - ,' -//� / i/I �i��( li �I�'i//�/��I---��k �� �I ®®A VA „ -T=� '/!`-� �.../ �/ / / / / / / /--� ��� V� %I�I I I �/ / / / // \-- �- ��' AV �r�V- --- ` �� \� `P'�."� 1 11�-7 "- N 'l- - 'If- ,f /, 1h `'�• _ _%.' . ` / / / ///-'=_--- \ 'r✓ l I I / // / / // //- - - r// \\ \\\ \ 1 \ \ - \ c� \ \ \ `� \ :"O r.� IIII r / - \ _ f / N / / / / / /// A / y \ V AA V A _-� AAAA�A V AA VA�\ V A I \ \� A, 1 I„ v -''1 , i,--_ /' I // / // / '�-\�-_ �"�V // BLOCK / // / --- - %/ 1 � \ / \r A \ \ � \ � — y\\\\\'� �\ \ ,, I:' \ �.'\ / 4 %)'� / // / / // /\ _— // 3.p / / / _`— —�"-- ----- 1 \ /'\ I I I \ _- - AA VA \ VAA\�V -� P :- ' y -, - / / / \ \ \ \\—_ --- \ \\\\\ \\\\\\ \\ \\ \ �' //// %MP46�19B -- _\ —� �/ / / // // // / _ — — -- / / ��--� ` ` \ \ \ \\ ® \ \ . / N.1I'�CROCKETT'CO CORPORATION / \ - - / / / / / / \\\\ --- \�\ \ \\\\ \ d \ , 1 // DB_5346 PG'256 /--1 `- _'' ///� / / / / — - — / o v� vvv v � 1 �\ V , , \ 0 106 � Ix / � / A / / / 30' LANDSCAPE/REFORESTED / I ¢ N / / \\\\�\\\\ V / I ( \ I 11 \ p l \ t: 1 1 �IP-7TA�-��BLC1�K /j i 1 / J / // - / 'i/ / BUFFERAREA� i/ I / p Nv v I I VA\ `� 11 � i ,e , ,N fvv� \V l 1 /IIII �; �� i6 / / J MONTG MERY RIDCE dB IVI I NI\ \ \ I / Ia\ \\ \\ // ///I R -o _� / / gV A \ \ �0 »� / / / / l / / l l I I - - ' X o TMP 46- 1 9B8 / / // / w EXISTING LIMITS v / // I+ / / / V I I oo I I 1 j �- y- '--1'I+Y , 0 _ / / / / / IIII �/ / P � / l ° I v �� 4T �j �7`/� /�I m A / / / , / —� / �!/ / / / / / // r U l \ A f I (IF / I I I / V OF TREELINE V \ : / / / / - / / /// / / BLOCK / // / �/ I OO \ \ \ / ✓ \\k ry /, a 1 lT . n / 1 I ( I / / / ///i' \ \ r /- / //%%/�///�/ \ — '///// / ///////// \ I I \ 1'\1 \ 1 / / // / / ////'�/%//// _ �/ / // / / l /// / of/` /) / , ///�%/ - - / / / / / / / / / \� //// ////�/%/ / I � �� � / / / / / - - e/ / 11IIIIIIII , --- BLOCK -' ' / j/ /l/ �' o �// /. (IIII III \\ r // /// O/ z / "// / / 3 / \ 1 \: / ° / III \\\\\\\I\\ / - /Cjl'/ O /�/ /J/)1/� /O \ 1 // O / / �/I / \\ - ' ' \\\\ \l \\ \\ 1 (1--^ � � �� /lh, I ) X\, I / I I L // vv vV �- / , I I G / I 1 I, y /\ / j/// / 4 / / /// //// f � - \ k ®� / / 11 /l Y' ('/-/R / /// / as , /�// // / // - 10 / \ // / z'- / \' // / '/ I, , /// / // \ \ / //// u ////////i ®I V y ��i'JJ/' / / /// / �� // / ////� //� / / i Ir I. r -/ ////// 'S� /// 0"\�� J /® / (/ / 'I I I'll .�L-SFr 1 ' 1 / / '� � P _ /d'%/ - 'y�0 /� ®/ / / / :� I', . I (/"mac ii �,I�I llI //��//� // rp ll�ll II 6" / / 9 , r� I li III �0 / // � ! / 0 \1\��IIII o /'/// ` p V'1p1'r'// /I/ \ � I / / /I A ; III I /r r. p; ///,/ - / I II f/ / III �.. / i t' \ ° J/ / (�"\" \Ilk\ I Illl \\ I� I- 11 I - / I 1 f .\ 111\ \ I k� I 1 / ` �; \ I - 1 / _,"y Ip \ 1 I ;i o � I / I � , u27 W6,y>0]'_''-j�,06.',., - ®® / I A / � �I� VI 1 I © \\\\\F\ i- -T 1 \\ \\\\\\\\\�\ \\\\\\ \\ \_ \ \ I Oo I '1� \\\\\ \\\ \\\�\\\\ \\ \ �/ I o \ \ \ \ \ yyI \ o \\\\ �\\\\\� \�\\\�\\\\\\\ p/I //w/ �- - U// \\./ a \ \\ / / W, \ \ \\\\\\ /0) / / , �/ / f /k _ \ 1 \ \ \ QIq \\\\ �\\\\ 1\\ 1 ! III I ///?/ / / (� \ I I I : LLo \ \\-l.\i\\ \ � � \ I O A \\ \\ \\ 1 I I I I o /, o / /r 1$ I �/4 \ I I I: !. I Ill I1, 1 \`: �i \�� \ fREVISED) / o ' � 1Is, \ C � ,fS R. & / o % / �\ \ �' / " I, I \ I I L��IZAhT k QCtI Y BAUGB I U /// .1 �°° \ \ 1.\ \ 1` 111 \.,. I 1 1 \k 0 / !Il . O _ __.. _...._. i -.._ IDD 9 II !._ _ O r'� .I I I O I ^\ I J , CBI s11�1 .� �FI', U > I U' / 26 6. lA f I I A I I' /` U 'I I/ I/rI�IIII / o I 0 % 1 II 1 ° 1 OO '// �/ // I I 111 I o ! o // 4 pq// 1 0 \ j U / / / / / 0' 1 O \�_. U U 0)\ O O A 0 � � , 0 4L l /' < l l \�\ � I �I I' 1I I `i/I w / / / � -----_ - / // 11 \ \ \� /i l f %\ �'� —� ` i I J I i � � - I s. 1 // / \• — I — i — — — — / // / \ \ \"'� i' i / / l / N. % — Lu , � /' / /' \ I I I I — — — � /// // 1 1 \"z ;-\ o \ I / (-I T_ �,.I \ 1 / 11I -'- /// \ I � — / / /'— \ 1 -- y9ry \ / I\ -- �I / // I I M I \\ f _,z k� ,( E k \ ' iI I // -� \ ) I I I 1 1 \ \ /----------/// ' /i/—\\\ \ �J \ \ \ \ // C \ ."/ /// — II M �\ \l \ it / / ///I I I — / AL - /� — \ � \ L�'� i.I /— / �i I z \yill / ALBEMARLE COUNTY- - - - ' / / - O \ I / ,/ r / _ ' i - MANAGED STEEP SLOPES- - - - / // \ \ \ \ \ _ _ � �\ � i / I I - � N / `� \I /- 1 .11 ��/ /`_ A / III A /- �/� v- - --'/ /// / VA ��/ /"� / /'III I y i I 1 I'I_ /// \ t I I/ I I I \ // // //' \ /i/i// < \ / / /�/ / / I I IIIIIIIIIIIIIIIIIIIIIIIIIII M ''1 ' — / \\ \ �' / \ / \ / /may '=I //'\ 11 \ \/ //- / / '\ \ \ / // / I , . �L -_.,I- { / 1 i I _, �, m l/ l l t \ \ � - / / i I \\ � - - - - - / / \� I r GENERAL NOTES: / BLOCKS i6 & i7 PRELIMINARY SUBDIVISION f = _ "y ry — I/((II l I \ \ - J i / / / / \� \\� - _ - _ / / / // / 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID / PLAT CURRENTLY UNDER REVIEW « > _!r 1 /r /r I 1 � � / / � \ ` - - _ / / - I. - - / ' f X' r ' ' f -_ ROJECT BOUNDARY TYP. _ - -' / / / \\ - - _ ' I/ 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH01 N f ' / 1 / i / / / / - \ ( - - /// / / \ \\\� I I INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA I p // /� /� L - ' a j / \ //'/ ll/ \` \ \ ` - - - - / / / / / / \ \� - _ %1- \ /� r P DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 0i //j /1 / '' / 'I z'` / / \ 1 I /// i \ \ � - /' �/ / / / / \ _ - ✓ \ I I \ \ � (" 1 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. I N , �� _ / / f `,' I /I ((\ \ -' /' /- / / / // \\\ _ v / 11 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE N r Yi y I / �' � \- / / / / // ^�� _ - / f/ /��////l - I / s 4 // / / �. �/ / / \\ \ 111\ 1\\ \ - - / / / j / / / / // / I - -- -_ _ - // ///// I „l AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, Q 7 s / \ `„ /- ' \ � — , / / / �/ - - / /// __ _ MECHANICAL AND ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION ✓ J / \\/ 11 / ✓ - \ V ( \ \ \ / / / � - / I / / ^ �� - // / // / / AFFECTING THE WORK. BEFORE CONSTRUCTION THE CONTRACTOR SHALL >:';i P, i / \>::.` riy ' / `\ II \ \ \\ _ -- - -' // / i/ ////// // -_- .-�"ze. -`/ ///� \ / / , / r p f 4, / � / "% If I I \ - _ � / / / - // _ �/ // I I VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF W i` > \ ' ( v:c` s i/ i j ', - - i /'' /// / / � i� - I / / \ LJ--r l l / 1 � - � + I � _- � � -``'' ! / � � 1 I ` \ \ � ` -- - - � /' /� / // / / ter'" _. \ //// / / / / \ ( � CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE `\ J \ \ \ �- \ r / : w '/ , I I \ / /- / - // / / \ )�� ' o / i / / l PIPING' UNDERGROUND ELECTRICAL SERVICES AND OTHER UTILITIES. J J Y' i /\�1 \ \ % \ r / ^ ,v \ I I 1 \ \ — — / / i _ // / / ° o �// r /l / //J 1 / l I r , f T, _ / / / / / / THE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO \ r \ V I\ ; ; • , ✓ -� \ I I I I I \ \ �� // /- j / // / / \ // //// / / / / \ l PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE i I / M ALBEMARLE COUNTY- - - / / / / / / // /// / \ I (A rl \ \ ' r � � - � I I \ / / / / %' ) PROJECT SITE. � 1 I \ PRESERVED STEEP SLOPES_ Lu „ X; ,` \ / ,�,, , ry. (( \ \ - - - - / / / / / /,// wry �/ / /// / ROJECT BOUNDARY (TYP.) 4. CONTRACTOR SHALL VERIFY SIZE TYPE &LOCATION OF EXISTING WATER rf / ' \� e 1''' ` , '✓ ,. `u f 11\ \ \ � _ % /. / y =Jj r%////�%/ / / / / - /I / ' i\ y / LINES ON THE SITE. � f�/ _� L9 �_j �,I� - 1\\I\ .,•'r/ < "�` •! ` / I \\\ \ �i i---�.r. :y.h�/` ��/i /////1 Y//// II(//� /�/ I I Q / b/ / 1 - _ �,,, v` / — /+ `L� !Y / J/' \ / 1' -J t <+. \f?:f /. // \ \� / p� —� —_ . / J%L \\\\ �--I I I { T r / '" // / / / ,EXIST GSTREAM'� --9 \ �\ I - �' (� 1 \ / \ n 7` \\\ I �, // / Ii/'. ;\ r ' ,' �'J // / / r \�1. :` LL �`"',^ = TMP 46D-B - I -----� -.. r (i / / % / IJ' '. -�MONTGOMERY RIDCE OWNERS ASSOCIATION - - - _ ' ` \ - - _ _ _ . — _ > J F / r- " / j �j j / �/ t+ . - r' . , DB 3433 PG 132 - - _ - - BLOCK% ' r h „'_J Y/ -/ . i `";:� :'J '' �j/ © s h //yy/ f/ / ////�/ // / / /// li } 1] t -�/ �� .� �. .\ a _ -: . - PROPOSED i i.rLL / /�lll // /// { 1 �`".vim J'F <r J ::\ X X: -Oh: % • y.� .\ _..`.�i.'. _� L) ,.. A . . �/ / // l / / ,' r> ,/ o �// y` .".�.` % �/4`.` GREENWAY, TYP. I � l ( J.f / // /// /// /// // U) f , �,. / I I.J C. - / l / . . /. / // //�/ / / / / ul 1 �� h y t /�:` / //� / 1 / // /// /// // / // H Lu \ � ` ,' f j // /% - / / \ l - � i ALBEMARLE COUNTY // W \ r `:' .\ 'u/� ! . `.i!'. 1 d / / i / / O MATCHLINE - SEE THIS SHEET \ - t �� \ , \ / . Imm m ^ � PRESERVED STEEP SLOPES z w q - r r .--' I I /, , , /� % LIMITS OF SUNNY \ / U / I // / �/ // � \\,w�-- ....\ i !' ,' �"`" "'': °e` ' I r of '/•' 'r.' _ 0.�6 'j o j % / / / / /,' DAY BREACH \ \\ I U , o ., r`/ - �/ /// / / / / //IIIIIIIIIIIIIIIIIIIIIIIIIII / / / / r j // // / / \ ... o. - s //�// / //// � / / / — t„ . `fF !" !f. —\ "0 f '� ` '�� ` -. %��' / / ' I ! I i _ I t.'.'.'.'.'. O o h '/, /y`% ` o / / // / / % / / Y F- / / / I \ / I O0. 0. /I / / y // // ,/ /// / / // l w u /` / I , Y /,/// /,/ J %' r ;\\ a �, , y. -/'':• ///( /// / // %\ I I / ( ' \ \ / O ,_ LL LLLLLL"'./ /./�� %% ///�/// / /////// / � 11 Lu r' /' /•/ // - ` ' I I \\ \ 1 O' LANDSCAPE/REFORESTED \ i� / / \ J roG N"' / :: +/✓` r / , / //�� // / ///,/ \ /./ /i` // / // \\\ f% ./. j / / /) 1 \ \ BUFFER AREA // �/J \ 11 1 0, yp ".'.y:/.�.��/r. ///l///�//// j //Il // // // // N \ \ ;t' \\_, 11 I l`././ `�!�'.% /' / // // /\/ j/ �)//////////// \ \ \ ( U '9 !j•�! . // // // /� // / // // / / Q // o "ti. .. // /PROPOSED // /// / .. "I �' �� � .//C. //// / ,XISTING WETLANDS (TYP.)//j/�// \/ / \ \ \ \` U /'w -, ./ ,I. `i. (J l //�� / / ., �. / // // / ' / / / / GREENWAY TYP. / r �:'..� I o %:% .i. \, // /// // / // \//// // / / // / \ \ l `* !.. 0 / ./, ./.%.%` .p i /////l I ' l /� l I / / // ( O I /. / / / // /// / // // // / \ / / ` .. / /// / / / /// / / O I/ �� !�/ •/.�.I /�////////� // /// /%///�//// // X - J / /\ \ , ' h !`.//. LL /1, / \ \ ( 0 N \ // / // / / / // / / // \ / / ////'> U �° / / % XISTING STREAM I 1 1 I \ \ `I^�Y J//, ;,/ , ^?'.' /./ �Yf �./�/�/�' ',/ ,�// /�/// /y /// ////// j// j1 / \ //// \ \ �\'�' CO) '^� ✓./. l I I / i \ \ k \ �\ \ /. .j r % �/i / / // // / / /i X // o ". t.'/.'/�?✓ LL:::: ._,l 11III lll�llll (11 \ \ \ � // c ` \ \ " r //� / / 111 /// /X� / // �// . i \/ / ' / _( - 4 -.'. ./.' l `i�I� \\ \ \I �' �' _'� __� Z11 . . r // / //l /// // !%//�y / , / �/ / /i/// 0 - / / t // I I I \\ I \ \ 1 \ t . �p / / / // /A/ /j/ // // // �/ 0 OM Si9N\ \ / I \ ` ' / /j//�/ /// / / // // i / _ - \ \ U. ,.�.i.i�/' / / III \\�\\ \ \�\ \ \ \ \ / / III II. I I I I \ \ / T \ \ 0 1 ® \ ' � r � �-�-� I EXISTING WETLANDS'TYP. � \ \ \ . - , l/ / /„ ////// ^/, < // �C/ i l / / / ,- /// � i' ->/ /\ //i _ _X \. �� - ./. i. •: '.'.'.'.'::'I: illlll ) 1 � , \ \ \\\\�\\ \ \ \ \ \ // slr / i _ I& /t - /ALBEMARLE COUNTY / / / / / / / / / /� //�j / / / /i - - ® -" II I \ \ \ MATCHLINE -SEE THIS SHEET -> -' -\ PRESERVED STEEP SLOPES / /// // / / / / / / / / /\ / / // _ SOLO GIZ� R D F'�- / II I \ �� \\ \ \ \ \ \ .. /, / / / / / / // { '/ GRAPHIC SCALE — — — �-- NDS — /� MQNTG'OM kY I i gra �RS ASSOCIAXr0 \\, — JI 3� // / i / �// //// �/ /// //, / / / / / / / /r //� / / (ARIABLE i l i / r ' // // / / / / / / / / / / / / - - - - ID ?y \ DB 472 - yo J ,�/y� l�/ll/// ////�///jj///// j /yam/ / / l /l /// / / ///////j'�/ goo o So goo z� i/ \ �� �- \ w\ r ��- / -�j ��o \\\�\ \\�\ ��� /�l�-� `���\ - % /// / / / // �/ / � // �/ / / \ H) - LIMITS OF FEMA APPROVED.\\ - - \ ,\ \ 1. ,y e / //// // // // //�/// /// / / / / / / / / J / / / / // //// / / � -- - / . / o / / // / / % / / / / �/ // / �/ // // // — \� - � - a 3.00 YR FLOODPLAIN - ' -_ � z ° s.'. �`. `�:j'7 oti /////I////�/////////////,/ '////// / /'/ �� /�/////�/// IN FEET /// \ \ \ \ n T ` tip - -�\ ® \" � � �� —� ���\\ 1. / /// /// // // / / / // // / ( ) o LANDSCAPE/REFORESTED /- \ \ H" ."/ '/ / /J° .M )/ //// / //,/ /,//// // // / / / / / / ' / /// // / 1 inch = 100 ft. / % / �Y " �• % //////�j// / (l /// / /I I /i /i/ ///�/ /// / -/ \\\�l\\\ BUFFERAREA / \I \\ / / y / / \\ F i ij' i' y ///�///////�//// / �/ //// / / l �' / / ///// /� //� %�/ / V '/ / �C AAA VA\V y'\ / / ��� C 0 6 c `a O J o C z N 0 O U C I —I 0 () 0 0 1--I o s 3 PI 0 0 0 0 con ' �D/•� C 0 V / o C `o G 0 D P I 0 J 0 a Lu 0 0 ^ o L.L t 0 �/ M z 0 o z O IIII FI 0 Q— Z 0 w 0 F_ U 0 Ln z ° J r-i Q U HI 1"4 o X C w 0 z I --I 0 0 I ? Df 00 z w J z T z w Y z z U J 0 O J - m a 0 J0 J > In IIIII 3 = 0 x m Y y O O w 0 0 Caw E W D = 0 JOB NO. m 182150 0 SCALE 0 1 "=100' 0 0 SHEET NO. n 0 4 " LoTO7 z \ w I - 1 \ - A - _ Cl:OT 6 M PROPOSED DRIVEWAY TYP. ° _-'P.) _ - _ - fin h -4 to - (-)Cr m / n\ �" m 1- 'S1 _ � _-- -I -_-- _ ---' I •' -I 1 LOT --L � rnc 118 a I / / \ 1 \,- Im ATC L - 5 5 E Et ay — - - - 1 _ — _ - - - - -I I --- / / \ m �s 1 _ I n i - - i A SCOTT R. LLINSZ LOT 71 - - -- I- \ / p - n - Iv - - - - - - - o I .--- PARKING ALLOWED ON' I _ A u _ _ U Lic. No. 035791 v 1 Ar I / 8 Rio CC:1 +1g76 m Z. PC:14+ 7• / I I THIS SIDE OF THE STREET _ ; < LOT 39 �Y o� 6' -- - -- - - I _ _ _ A 1 1 2 v LOT47 v o v1 -C N { - I - I _ —_— - rl A r 0/ 9/ 0 cv PROPOSED DECK ,L + n 5 - A o16 a w -- 1� - r i m LOT114 RI`N l \�\ \ n (lz Wx14 L) I - I RN�i -- \ I- NA ^ -- ��5r _—i I -__ o i �\\ I� - (1) PROPOSED 1 o N \ - - 109� _PARKING SPACE _ I 1 -- - 1 ° I LOTjo _ ° _ ' _ 1 LOT x1g v l /- - --- 1 Ln 119 I _ — SETBACK (g' W x zo' L) 3, I -- __I I I I I _ 11 .LOT 8 - ` . '�- ° \ T:1'+zz. 0 4 ^ " m FIC FI p I 1 1 , ,- \2 ° , -o { LOT 80 � -- PROPOSED 6 PLANTI NG -STR_IP P PARKING SPACES LOT 8 I m 1zr- - l Jrao (TYP.) (9WxzoL)— \ \\�� O \ o_ t I I o _Igo PROPOSED DRIVEWAY (TYP.) I +tT _ — — — lm -- ly \ -I 116 - P I LOTH BIZ tOT81. -----. Imo, I..... [ ` 10 m Im\s_ k/ z LOT 6 --- s - w -- ---- -i - 9 °- --- ------ im I O : \R�� C0 Ql w � PROPOSED GARAGE (TYP.- O J - o PARKING SPACE - 113 \ - m i • : . J - - - I a �, 1zz I =i I` , - _ _ � "-^` \ (� 2 \ LOT 8 �\ �- �5��0 / z U I 1_ 7 � (9'Wxzo'L) 11 I i 1 . Iv �_ _ \ z I... J d - 1 -.....:� LOT 8z j.-........- I r^n C \�. ,f, \ `, '/'"'�L d ..'. ../w� O I a Q_ t o - LOT 68 ° J< I / 1 s_ V/ u U I 1 m ^' - 1 L- x ROPOSED STREET SIGN I - H --- I n•, - s; t� m Co w v -- ° ---- - -- ---- ---- -� I... a. {. --- LOT36 ,., ....- - - -'.- o-..:::. ..... i.. 1 I... -� - "n,.. 1 ( -,. \ , / / / _.^rF. . ,�.. Z o v�i < I � o LOT o I I I � - - - - - - - .- 7a , �Y . ROPOSED CG-lz TYP. a;� .n F LI r PROPOSED I 1 3 . 11g - F < Z o / 1 ;y0 0 o z Q f - -- Z 1 PROPOSED - - - - LOT a + \ S i xo. O O .. w - -- -- -- LOTLINE(TYPJ --- __ O - 1, .� \ / / (E o. __ C r m u7 _ ---------1 I- 11g ------ r. --- v / c\ v \ m J 26 a ° - -----PARKING SPACE - - -- y qP _ 2L N z Q \S _ . > .. Imo.. m rr- � � , --I �o I � \ O w -+ N ( Wxzo L) P� a ! ( w o ( i9 H V l w a I ry --ZI - 4 I °. 116 } lo" LOT67 m .i>Q- a j, 9 � i I - I ` �CKiY � p \G �.. R/W R/W mU m I - - ml o -- - - ---- ESE c o - - -1 LOT 3g m ---' o LOT 8 5\R N / _ j _ 1� \ w o a -LOT i / 3 I 5 A o LL' { i - z4' M I > 5 m � I PROPOSED GARAGE (TYP - I N _ - - I 'En \L - - F - -- -- - -- - o m - v > YPJ i _ QI F G E C .-' . m � � I � PROPOSED -11 ENTRAN E TYP. �. -- +1 117 g / / ^I N / ---- 1a. N m + w R W-R PROPOSED STOP SIG a R .... / I M i i - 117 0 49 / w ,-. � I � a �, 04 I - I I I.. N - O 66 m l7 a _ ,. `„ \ x y.. / • y4i i. o r+ z 24 F/GF/C I o LOT 34 m - I ¢ 4 - �> LOT B ° LOT z O I I - I E/P-E/P - - - - - 11z P-o oZo Fa . ✓ yy c // /:^ °° �.. i w , 1� O m / LOT ROOM PROPOSED DECK SUN LOT 65 (1zWx oL) uj _. w 1'o \ uj Z LOT 33 N ` � LOT 8 - I �P 1$� v \ , i o LOT 53 - I W 3 o I 5 m I / PROPOSED STOP SIGN _ h o i1o' W M ---- I / O �\ I,nl rv. y Y I / 5� s PROPOSED ~ V - 5 ° . I _ Lu I --- - -, w I \, PARKING SPACE` '14o / / / . _ SID - - 1 PROPOSED - - - -- LOT 64 ' W x - L W ROPOSED CG- D ENTRANCE (TYP.) 51' IN \ OT 165 w 9 _ 5 _ E SETBACK TYP. O - llz' (9 ), I Q O l I ( - - - _ a n - T = ARKING SPACE— - - l / w 4 . Q _ l LOT 86 ^ V ✓ o, �F, . ao O C \ \ \ \ l - I �', , I (9 Wxzo'L) -- - h Q) " ---- I .� v - ---- - ---- E% �'el \ \ � I PROPERTY BOUNDARY (TYP.) • , i- _ _ _ _' -� � � ^� C' �- 1 / FL \ � - _ .: -' I 1- - - - - � - - BACK (TYP.) _ � - <. I I - - - I / � ylyr9 ,. F• \c�'(� '' \ y \Q � � \ i I h) PROPOSED i I 5 SIDE SET _ _ _ Z � LOT 32 - ° - , � _ - - ^' , a � —'i \ \ I ¢ PARKING SPACE l - - 10� - - - - i PRC: 145 / / x�i�../. �Z S\ PROPOSED STREET SIGN \ J 0 o LOT 54 �I - - f 3: a8+67.79 W w a (9 Wxzo L) m of2:1- - a -- -- --- - p - /d / \ x _ --> 9 - o / i t; ry / \ I- .. I � L T ' k Z a0 3 0 -1 �_azl' - - I i - O 87 / / \� \ �k1ti• - lJ I W - PROPOSED DRIVEWAY (TYP.) �° - LOT 63 I / . a V - i LOT 1 ^' - - ----- - o - ✓ e / _ /o, ... / / / \ Q 3 h Y o LOT55 rvl m m a as PROPOSED CG-6 CURB (TYP. I � -� � 12z� _ 1 F- Idm ROPOSED CG 11 ENTRANCE (TYP.) f I W m �• a L ---- I m � -I LOT6/ • ZO - azo- Zwp ¢x _ �h I °' mZL¢ 7 vw , a2 r -PROPOSE- ROPOSED/ SGTREEE,LOT zL0T3o o 5 \ \ - / oo LOT 5°TIE-INTO EXISTING ROADWAY DE K LOT 4 - + y .59 o Im 3 'L - 0 6 tS\ ✓ 3 \ \ / i / M (12'Wx1 --4-) I L-T-i + y I O 6 �, 00 1 F �° M i— I - ti6 i - - - - - - a LOT zg I p I I ,,, i � _ / � LOT z3 r C: 114 I I I / g � � � � / az: ? I LOT 57 r. o ti \ \ \ / ° J r I - _ i - - l II I m � 1 R 3 �e / \ `� zo' ' PROPOSED CG-9D ENTRANCE (TYP.) o PROPOSED STOP SIGN PROPOSED 6 PLANTING STRIP N o �{ ) - ✓ LOT zz / r ° I 5 { 1 x5o / PROPOSED CG 1z (GYP.)/ \ �'o l \ \ l I LOT l h / � i LOT z8 •1 m I I ry P \ \ LOT 58 LOT 21 \ \ \ I ry az8' f o^ h I PROPOSED CG-6 CURB (TYP/ 59\�� / / i LOTz7 i ��mCE' PROPOSED T P I N - I w -i -- -- -1------i�P\J O SIG No, - - PROPOSED 5' CONCRETE SIDEWALK`O + I 't l L LOTS9 I I ii �N(O\S o PROPOSED 6 PLANTING STRIP S\G `��J / ^ \ LOT 1g - / -95 PROPOSED STOP SIG " ROPOSED STREET SIGN - 1 j ROPOSED CG-12 (TYP.) 20+00 : y9 -l�_ _ _ _ _ _ SIGHT DISTANCE-z8o I / I - / / SIT SIGHT DISTANCE=159', 119 LOTa7 / ti O / u+So 3 / -I 0 1 W02J2v /� b. s a ° ?+oo /. o {t 1z+So 13+0 ties a ROPOSED STREET 2 p 30°w LOT i5 PROPOSED CG-u ENTRANCE (TYP. - 30 • . „ ° � ROPOSED 5CONCRETE SIDEWALK. -PROPOSED CG-6 3o CURB TYP. _ 3' 30' 0 LOT 14 - _ I � - ( f SET IN. GARAGE BACK(TYPJ Ilatz o - LOT1 o I \ 3 PROPOSED 6' PLANTING STRIP \ .LOT 1z / LOT z LOT Co 3 LOT 4 ro N ° y LOTS o i r 0 o LOT li LOT6 I LOT7 LOT8 LOTS LOT10 36 -- \ / 30 --- - ____ -I —_-- —-------- / - ° 4T 46. 301 -3 PROPOSED DECK (12' W x 14' L) OPEN SPACE / / / + /� / / w v� .v w v� w w v� w w / /vim v111 w I \ I II GRAPHIC SCALE \ 30 o i� 30 6o I ( IN FEET) 1 inch = 30 ft. L9 N= ft A Lu Ft ul z CA ti C'7 M CA N M N C:) CY) N (N Lu __J J U) Lu Q U Lu vj Lu Lu C0 Lu of C� C:) C:) N Q J O F1 H I-1 m V) h-1 Lu 06 Lu a I —I 1 00 U 0 m I —I U 0 Q JOB NO. I 182150 SCALE 1"=30' SHEET NO. 5 —sus �. GRAPHIC SCALE 0000 T 30 o i5 30 60 / - —�— - �.. w w w w SCOTTF ( IN FEET ) s/ / ��/` W\ _ - - - - O 1 inch = 30 ft. �' �' �' �' `I' �' �' �' �' �' �' :I' U Lic. No. 035791.1, 10/19/20 100000 / W °� X W �...� �_ -��SSIO0000 NAL EGOS w w w w w w w V / X + J/ + J/ W � W J/ J/ J/ + J/ /JillVi J y W v. .v W W .v W W � w I / Zo Z / W LU Ln 1 \ 1�1 - F m 66',,/A� r 1066 ' REAR SETBACK_(TYP.) V l w w \ w w 66 I ------ / w w w w w w --- \ \ I �- I { I I I 1 I � \ PROPOSED v SWM FACILITY 6 i 99 0 LOT I I � LOT1oo I�°im I' LOT 1o1 //Ij ILOTg8 ;/ — — — o - 1wL0T 102 PARKING ALLOWEDON /° \ THIS SIDE OF THE STREET 59 g8 - ROPOSED LOT LINE (TYP.) \ \ - ,, 1 --- nl / `F/368' 'EAR SETBACK (TYP.) \ \ \ \ \ I - -'n/r- cnf LOT 103 / �\ 63 _ I i - f \ O S I _ - ROPOSED CG 9D ENTRANCE (TYP.) ^f w o N w w I T—R— -------i I 6 \\ \\d(19 LOT97 N \ _ FR 49 49 l L - / w N o\ a I -- 9 /,r \ RO \ \ M\N>> - �y .l13.11 ¢ :a �.vwwi ly I --- L�� 1\.. S E.- C l v �_ . N PR P ED DE Pc� \� SESB .. , ° + 38' r I � o \ m I PROPOSED CK/SUNROOM \ � ,,,, / ., \ w v -, PROPOSED GARAGE (TYP.) I Y 12' W x o' L - l i 1 I i lv j r � � 3 ) � � � \`',`�\ \ 'i5i � LOT g1 LOT 9z- \ rF� I - - - - oo LOT - / - - r, - - - - / / - - - 13+00. NL - I Iw 93 / \ \ LOT 96 \ h9 12+5° 1 LOT o ] o -- ^ / / - I -- / / \ \ \ - \✓ -- — 1 — s2 � (z) PROPOSED - - h I (z) PROPOSED -/ " / / \ \ o \ \ PARKING SPACES I .y2 + \ \ \ LOT 8 'fo 1", I r PARKING SPACES j r / /i \ \ / ! o.... \ _ 1 9 -;� ( wX2o L) I /<, - (54 P EET \ 9 ---- - -- I (9 W x zo L) LOT 94 / / ° / a B PROPOSED DRIVEWAY (TYP. - � 1 — t I -----� , I � / / i �\ \ \ J, �. a -��C - l\ \ 1 \ 1 — PROPOSED CG-9D ENTRANCE (TYP.) I I j / /L °/ \ C / h �s. w Illd 129— 5 G m I LOT 88 - 1 - — z1 24 /i - % _ - \ o\ _ .. o PROPOSED SIGHT - 6' ROPOSED CG?z (TYP.) a 4 �1 G (i) PROPOSED j \ 1i N 9' 8 z8 4' h i f \ O xh - - a �R W � �S+Op C'rJ 1 PARKING SPACES.. \ PJ / g � 1 .. ° •' 6 \ / / � / / / - \ .� ° yy�/ A� � — DISTANCE EASEMENT � \ � — _1 e _ �. v, 4 �_ MI I -.\ \... r- a \ / �. LOT 95 Zx ..... I . — — ry a (g' W x zo' L) + J / / / \ a i. _ — N L _ - N -- 1 \ Q G 1 FR - ; $ . ° .• � �'; / - 1 x w 6 (1) PROPOSED / i - I SIGH PROPOSED STREET SIGN o. ro 1 + 3 / — u 1z 50 _ a 15 i - - l/1_ — - _ / � 1 + .,a ARKING SPACES � i 1 + - -1 iP -! o � - -L1.I I \ \ u, _- - - • _ _ I (g W x zo L) ° - NO PARKING SIGNS TO BE PLACED PROPOSED STOP SIGN- i OT 10 _ FRS. o a - 0 x 7LLj I- �71 8 IM _ 1 EE N - - / y / EVERY z5o ON THIS SIDE OF THE STREET ° � � - - - - - - - - (fl 1 - - I I ROPOSED CG 11 ENTRANCE (TYP.) � N 1 / / _ 3+so / C / a LOT no-- - - / ---- ------ ---- ---- -- 1 - - - Q- - - _ _ � U _ _ _ _ _ — o ° • _ _ PROPOSED STOP SIGN - 1 LOT 12/ 3 \- _ 49 _ 2 / --- ry / N r ZS• ry ROPOSED CG-12 (TYP.) - GHT DISTgN / z _ — — — — — — - - - l J N 1z — — / / / Q _ IS_Tq -- o. x5 / -- - \ of -- _ r - - _NCE= - - - -- ----- --- ---- --- _ -- �80' OPEN SPACE _ ° '' " _ = - - - o / ( i HT DISTAN — ROPOSED STOP SIGN — — — — _ _ ... 0 Urn - °o SIG — � —AI _ zo'{TYP. .�, . s i — — -� PR W PROPOSED{G-11 ENTRANCE (TYP. � — _ -- l-• — ... e.. _ .. _ (5) PROPOSED — _ _ — —_ — �. � / ROPOSED STREET SIGN Q N �1 ' — — — / J — ARKING SPACES — \ . % - - LOT - - CC -r — - - — / - - E _ _ Z 74 G o yl _ - - PROPOSED STREET SIGN 3 \kx \ - - - -1 MI n i N .. °• +i1.7 (g W x zo L) PROPOSED SIGHT 1 S ^ ' \ • 16 J m n o LOT 1i1 I F_ z � r i S. ^ti Z P DI TAN E EA EMENT 1 i C \1 z a -- ry l /r �• 1,00 J _ ry S C S ... an ROPOSED CG 11 ENTRANCE TYP. 1 GI — } O G IL- LOT44 0. xo IN 8e. ( ) 1 ° w Obi - r Z 7 N ROPOSED STREET SIGN - 1 PROPOSED CG-1z TYP. - - - - - - - - —5' SIDE SETBACK (TYP.) — I wm v lv \ v r owvu Ln 1z m (m" TOT LOT LOT 75 — — — — — T o - m m LOT 122 PROP Q 4,yOQ { �..'^. '.\ % \ \' •. \.. 1 M �.. II --.. ,� N.'..' - �-'w LOT LINE v . MEE ING �hn I ,n `-, J 0 \ P - PROPOSED DECK/SUNROOM - \ y0a n 1 PLA e \ \1y --- -_---_ - - LOT r1p _ _ . rx - Zo z9 (12' W x 3o' L) --- I L — — — Q _ 1 Z 43 �1 oo : — — 93r — — \ _ 1p I ma \ r1 \ { 119 3 : O 76 - - - -L - - --- 1 - -o I --- R 1\ \ 1 1 - 59 _ \ - - 1 M r . _ PROPOSED - ROPOSED GARAGE (TYP.) ° LOTiz \ \ a g_ 1\ --- SIGN I _ � - \ \ + a _PARKING SPACES � �- \ - -- - - — - - \ { LOT r, r --- (9 Wxzo L) 8' ---- \\ PROPOSED CG-gD ENTRANCE (TYP.) \ — — o W _- _----- ° ° � I I \ � \ --- a a LOT ---4 + — , PROPOSED CG-9D ENTRANCE (TYP.) _ — so3_ r_- ^ ,9 � � . � 77 _ 1 _ — _ � LOT 1z1 r _ IPA, 1 0 %1 Na I - - (� \� PROPOSED LOT LINE (TYP.j-- { I _ _ - --- \ - I { - ----- — �. \ — _ — K TYP.) 41 -P-EIP I s - v I SIDE SETBAC ( — zo El LOT 45 PROPOSED DECK 111 \ a a om ^ - I i ' � M1\% \ � "... 1 1 I I w 1 12 W X 1 L O \ 1. I -- — L T { PROPOSED GARAGE (TYP. '' fN - - - - - ( 4 ) \ Z - � 5$- \ - ) o 00 M Y,. i LOT78 " -- ___'-1 __ i W - - - - 1 - \ I { rv, - `^ 1 '^ { I I LOT u3 - I I ° [ - - �F- 1 _u : - I` ... •, _ �, w - , LOT z c \ o= � I - { ° 7 ° to Z G ALLOWED ON rn I n X _ \ N vl _ — U� - ,1 I;M z L T-o { Z'FCFI �m -- 0 1 _ _ — — ++r - IDE OFTHE STREET-_ n - I¢ -0- 4 { 4 . ^IA A LOT 46 M PROPOSED DRIVEWAY (TYP. ` o , { — — (YP.) — — — — _ — - N _ U o -10- I ° _— SETBPCK� -- IDE +, Q o LOT 120 ATC LINE - 5 5 EET w -LOT 71 � — --- - A I N j 3- - I n 6 °r PARKING ALLOWED ON I - m Z PC 14+ 7• - - I - / - - - I I THIS SIDE OF THE STREET LOT 57 -1 \a7 II LOT 39 _ \ y6 _ - I -t LOT47 - ID o c 1 ( N { - I 1- I ,; PROPOSED DECK- -, �. + _ { LOT79 � I II -- r I� \ r LOT " I ,.... n 1.. (12 W X1/r L) I �• d N { { �i- __ PROPOSED I 11 — � I .. ° I I I II \ ° 1 " N — —31.01 ° - LOT o - : _ + LOT xi v N I -0 —9 _PARKING SPACE I --_ o I L--- _ M -- 9 1 I _ J — — CK (TYP.) W x zo' L �+ 3 ^ - I I __, + \ ESETBA-- (9, ) I - --I N _- SID_ _ P I m n I N \� _ _ 95___ LOT 48 I M M 1 _.I _ Gl.. - - � FI 0 \Z o I LOT 80 - M� _ FI C -- - - - - , - -� - r -- - °' - 1 F ROPOSED 6 PLANTING STRIP I - I �-_- _ — — — — (z) PROPOSED \ I M - l - .- , -m c\ ' � — — — I I — — — — PARKING SPACES { LOT 8 ui — — — I N _ y i v v -- - i- 3 zo'(TYPJ - ° 1 m-- N � . - '"__ � - - -- - - - � - 1O5_ - (9 W x zo L) - { 1zo - - \ o v I - - TYP.) °- n ElP EIP - 83 v w SLOT 6 I o — — SIDE Cs — — I r — _ — --1 I N IZ - PROPOSED DRIVEWAY (TYP.) L ^IA 1 — 5 \ -1T 5— —-------1 - \� - -- IR -1 -- _ �y O {I ➢.iC I. { a -._ 116' ,+--.—.-.--- I.. <P..fn D_ I 1. LOT 11.. -..1. <1Z ��.'. __—... m n - - - - - - I ho a -1 5 - O-i _ o LOT 81 N ml .+ L --- "I{\� \ 0 I I r^ LOT 69 1 o I { O m wZ In� - -- LL LOT37 m LPROPOSEDGARAGE TYP. G F \Y I(�) PROPOSED LOT 44 1 I a � N �zc _ ( I ---- \._ J : 113 122 I — — — — — I PARKING SPACE {\ — _ _ \ m 11 Z � °� — — _ - \ N \ (� LOT u8 -- — { 7 wm (9Wx2oL) ,_— "� . Ln 02 I LL n o m r �z < ml - li } Q - I m -- LOT 68 m { X" ROPOSED STREET SIGN j WIC I{ U - LOT36 m y 1 -° P i Q z I-1 m D U) W 06 Q J � D Lu 0 Q J a I� /1 W U O m I —I O O w 0 w a � JOB NO. 182150 SCALE 1 =30I SHEET NO. 6 .. ..... N wl ROPOSED STREET SIGN 43 ' ISal9 — / U. LOT LOT - -/ / - 52 --- - A / / �. LOTH 1 99 0 /r / 11 \=� PROPOSED -12 TYP. LOT1o1 o �1 c \ LOT 8 s� r I � I � / / / i + /---� � LOT 133 `-I � •. v,l o. \ {, ❑ \ 9 1 I wr I I - r l \ -� o_ - \ PARKING ALLOWED ON — — _ o v, /w LOT 1oz /r PROPOSED - - - r - - I I+. { \ \ \ !D Iw m l I - l I i PROPOSED DECK SUNROOM a. I / o, THIS SIDE OF STREET 1 1 / 52 L T LINE TYP. \ 1 a D A-- — — — \ o 11 / 11 o ( ) I " --- 11 \ 1 — [i -/ /yr ,, / / / r (12 Wx3o L) _ - \ ---- L-- 1-I gp \ \ \ y \ \ 1 -- / - \ L — -- I LOT 150 \ �> r` '--,_ ROPOSED CG-gD ENTRANCE (TYP.)- oN 49 - - / r CN LOT 04 l G _ -_ _ sr ATCHLINE - SEE SHEET - -I /+ - l - r - f - - 8 E G l n r / l /i - l - - - LOT 152 8' J l'��;.; s:.-� l _'.-- , l -. ROPOSED GARAGE (TYP.) _ z2'. � — - - - -- -. I i 97 3 � -_ / /) it / l o" // LOT 105 + � / / i l l � ,�- / / 35� ) o I I I I L 7 N y 5z /`'--_- a ' '% / / l l I / // l / 62 II r 13+00 _ 2 / - - / mO LOT 1o5 / / _ _ _ I ° ✓ -. y J l` ;, - -- PROPOSED DECK/SUNROOM 5 _ r/ // / / PROPOSED SIGHT I N I _ _ _13+ o.... _ it /C., PLOT1o7 iDISTANCE EASEMENT1�,So-_ ~I ,l l i f l lIm° ' STREE% $z ROPOSED 6' PLANTING STRIP / rm / l / 11` Ll _ C R i + � I if � / zz, r / LOT 108 v - j l IIU I . I I , l z � _ - - � � � �w 4So ) %+,� �, I ° I r I� 4a• F T 2L — — ROPOSED CG-1 P ° m I ti Y LOT i53 - / o PROPOSED SIGHT 6 ) a_. 1 h I 1 X U tC DISTANCE EASEMENT \ d 5 - \ o. - 5z , l f _, l / l r - .A le4�f l o - { ..:—_ n � �3 - • ,\ LOT1og-- �, w { - -o _ — — r I : _ _ _ _ � � ;=S+Sp � :� ° ° 3� a,-1�, f e 1 N l I =8 I �- -� � • . .. — PROPOSED STREET SIGN o - - _SIGHT DIS TANCE=z8o' - .� z6+p � , / , I / I / { o - 1 e _ o I ROPOSED DRIVEWAY (TYP.) -j J J r• NO PARKING' SIGNS TO BE PLACED L PROPOSED STOP SIGN -- �. h �<V W I - / 1 EVERY z5o ON THIS SIDE OF THE STREET o i6+So SF M//y- / Ul 1 , I [ ROPOSED CG-11 ENTRANCE (TYP.).. ��l- , - -.� BqC � 1 i LOT 110 I + I I i "- i l / � \ f I W I LOT 3.23/ / +pO:: 6p.� �I / y / LOT 154 / S2, PROPOSED STREET SIGN yry I l — - 752 so v J l AI -I = -=- I- - - a -__I 1 3 , V v\ 1 t,*y `---_-,,L _ l m� rI - — _; j l ;,�__- � � •. PROPOSED CG-11ENTRANCE (TYP.) L — — J _ PROPOSED 5 SIDEWALK (TYP.) , \ \ �I I - 9z / / 2 ROPOSED GARAGE (TYP.) Q - +/ / / / - - — — — LOT 124 ,i / /v -- \- p0, / _- X \ 1$ - -1 LOT ill ~ z ' - S2` v C LOT1 TYP.) 1 jl Z} O LOT1z5 / / / / ry: l Cd 55 \ \ { o\ __ -_-- — J { r i/ 1\ l P f l l N imry !/ yrva, 5' SIDE S€TRACK (TYP.) — { vi Y IY / /- i - ry f - / / % / STOP I b E2 i ¢ - - my/+, / / LOT 1z6 // / PROPOSED S OP SIG J LOT75 — — -- - — — — _ ° z I Im LOT szz \ PROPOSED 1 f c-- -�^ gl f / / X / / •� / ry o T + ~ w LOT LINE (TYP.) / -, /r / _, PROPOSED CG-12 (TYP.) a N eo lvi i { _� / / / / LOT 127 / PROPOSED DECK/SUNROOM- \ (' / \ z9 (1z'Wx o'L) - --L- l l -- 1 3 a 93T /l �°i 1 { n \ \ /�'(1Q.1 i / /l C2x, LOT16 LOT 76 - ', / / / - 18pGKl \ l l LOT 1z8 %/ 2 .1 - 5 ROPOSED GARAGE (TYPJ o i LOT 11z IR ED CG-gD ENTRANCE (TYP.) { — - _ — - 1. /� -LOT i — — — — —� _ - - N I I i \ \ \ PROPOSED SIGHT \ /� -2 77 1 M f -- v+ L \ \ \ \ ISTANCE EASEMENT 9�2. \ \ o° , f LOT 121 \ 6ti f / S PROPOSED LOT LINE (TYP. r I — - — —YP.) — — 21 \ \ ``°' 57 _ I SIDE SETBACK (T _ _ f �❑ \ \ r \ LOT 129 / J LOT 1 ✓ / r _ i 1 / h 1 LOT78 I I LOTu3 i --I _ _-i = / /ry / eb PROPOSEDDECK/SUNROOM \S�\ //// a J� [ (1z W x 3o L) 6j a \ / - rn + /} / //\� — \. / J - \ ❑ IDESETBACK� -- 93�, � LOT - - LOT , -/ / ",!! \\\ \\ \�\ �\\ \\ // / Q�h� <\ /� LOT158 PARKING ALLOWED ON X \ oil` I • g6 — — l - \ 1 ,� / • . ' PROPOSED 6' PLANTING STRIP (TYP.). �I THIS SIDE OF THE STREET--'1'_ �\\\ \ \\ R oo/ , I — / / 1 °Dn II LOT 11!* LOT 131 _ \ \ LOT 11g ,� �1 1 \ � i \ \ / CC, ❑ \ fi Z \ ao, LOT 159 '�.� LOT 8o m I ° FIC FIC O \ \ / j ✓ r % ry1x / --_ / zo' r - —o nl•T EIP,EIP �3 - \ 4RO�Qj \ \ \ / 3 / / \JS \ \\ \ r" PROPOSED DRIVEWAY (TYP. �1 O ` { ` _\A \ \`\ Cn G�`� 0 1 \ `\ z o - iOT115 1 ,j - \� \ \ ti5��0 i oo // 3ti / / LOT16o -LOT81 Nrnly° �{ fn P \ \ 5 1x/ ;\ \B \ —D I PROPOSEDGARAGE(TYP.� /, 1az' I=� 101 LOT== .° I LOT8z -'I L _M r' �� D \ -' �yi a r \h�P . 1 / \\ LOT161 ROPOSED STREET SIGN ✓ / /��0.. '-PROPOSED 5' SIDEWALK (TYP.) ROPOSED CG-12 _ (1) PROPOSED ��9- - - LOT 116 �', \.°x� \ r r51 iL� LO° °xpo o� o ^ ye / \ Ds (9' W x zo' SPACE - 119_ -__ _IL �o II \ a r H�O\S�P� , ti \\ \ / LOT 1fiz \\ \ ' / ry � J LOT83 � � a • °r 19"So r.. ��x •v�.•^ � i�j \\\ \\ �,� \ �/c�� 1 p, I PROPOSED CG-1i ENTRANCE (TYP. �� 25'R PROPOSED STOPSIG '� or / LOT 3LOT 4 LOT 117 y a, ^y LU 135' PROPOSED LOT 164 V)'" (12' W x30' L) -'' r / ''� \io CO r LU\ ✓ LOT 8 m o0 1 i �Qg1G 16x \1J. j r LU 5 Iro r Q PROPOSED STOP SIGN \_ r �C z$,R I i ih\O ❑ r o LU 4 / POSED CG-gD ENTRANCE (TYP!) II _ x LOT86 OT 165 LU \ \\ j✓ ° r / aof �8 gd W r° .. 145 -/ r y1xh S� o PROPOSED STREET SIG , \ \ J r r�Jo A I 7 r i < r r ° 11xoo r r \ r 1N9 rr j// ..� LOT 26 \ � L PROPOSED LOT LINE (TYP.) / I / I / GRAPHIC SCALE 30 o i5 30 6o \ I \ \( IN FEET ) 1 inch = 30 ft. Lic. No. 035791.E 10/19/20�4 11NXAL EGOS H z w f 0 V Z O J d 0 u O Co Z W o : Ln J Z J O Q O w F- m Z a LU V l w 0 LU I LU IJ. LU Z W W E z w Ul z ti C'7 M N C'7 N O CY) N (N LU _J J U) LU U LU U) W LU Q O O N 0 _J U JOB NO. I 182150 SCALE 1"=30' SHEET NO. 7 / GRAPI IN FEET Lic. No. 035791 .1, 10/19/20 Ari 'IONAL H z w f O V Z O J d O O W CO Z m : (n J Z J O O w u ^� m Z w < K W u U) W ti LU O O N N W CD O N � N O LU z n O N M N O CY) N (N Q w J J U) W 0 Q U i w LU LU Q U 0 0 N J z 0 V) r-i m r-i w 06 z Q C A JOB NO. ,0 6.I 182150 SCALE / 1"=30' ft. SHEET NO. 8 1 LOT 57ILOT R39 i4'•1 B 0u+s I I I --L T 47 / _(/� =' • \.-M � M_ i _31�,OLOT T79 PROPOSED zo ' A-CSA_ -.. f/I H O TT LLIN(1Li SSANITARY SEWER EASEMENT PROPOSED FIRE HYDRANT z ASSEMBLYw/8 x6 TEE LOT7oo+ LOT zgm C n 1 — + O.EZ ° 0) OPOSELOT 8 c7 SANITARY SEWER EASEMENT V1 { I � t°° LOT38 ArroA O PRO0 PROPOSED YARD DRAIN SYSTEM w/ ioPRIVATE DRAINAGE EASEMENTASSEMBLY w 8"x6" TEE T r \ c SS I oNAL FTSGt D_ n 4 _ -.tII I -I �I I mvD mOi m •, .� i PiOOSED 8 PVC SANIT-ARY �h -- -L-O- T zi5 CHLINE EESHE o LO�8 LOT_ \ 118 LLI t� in I10 - ` - - LOT 82 4oB u- I Z a 1 - I+ 44 Q o ROPOSED DRAINAGE SYSTEM I I LOT 68 I I < to / I V -I I--- I� i z LOT 36 J m ---° I _ - I - - - A- n \ / z Z OD `" LOTSo i / � . \ f � {_-__------- - I + + ° ° \ \ / °� w LOT 3.3.6 CL :. L. � I I { _` — -- I I I I PROPOSED 8 PVC SANITARY SEWER I i � -" + � I + - PROPOSED 8 DI WATERLINE --- LOT 6 ' N I : } - I - oD ! z - I - ° LQ. LOT i -_ I t PROPOSED zo ACSA 430 p LOT 83 I -rSANITARY SEWER EASEMENT ° -�- I �h PROPOSED zo' PUBLIC DRAINAGE EASEMENT \ , - � y9 � °+ w � � o — /, z J - I I t N - __ - LOT PROPOSED 8 DI WATERLINE - - I j - 4 L O 66 1�1 J L LU LOT 54 y _ - `y 3 � - Sp / I I � z a --I ( - LO 4 II LOT z LOT84 I LOTi$LOCK p /PROPOS POPOS w00 8"x8"TEE ASSEMB > W w LOT 65 MH-z C 1 446 " li D-zB LOT 33 5/ 3 ` I I LOT 85 I/ I / y0kh �37 M H-8 I - o LOT 53 --- f H / / /`S2 .1 " Ln LOT 53 � / ---1- 3 �_ � f 3 - j - I_ / F - — 8 / - - 8 _ 44 - _ _ ` LOT 64 J D 4 / I I gxoa OT 165 - — I I w m _ -� - - — LOT 86 4 OPERTY BOUNDARY (TYP.) CD LOT%2. I ,-:_: FI I — — — ° - .0 v T... / °.. ` / , ✓.. N N L 3- o T x5\ \ \ x p CLv F LOT 67 _� � / � -�: 5 / � - PROPOSED 8 DI -WATERLINE - f - I LOy,z i I ° _ -PROPOSED DRAINAGE SYSTE I T \ - M _ ROPOSED 8" PVC SANITARY SEW 55 rl LOT 1- / / \ � � I I ks� � � / �, � - - I / - LOT 26 Q - 1 PROPOSED 8" PVC SANITARY SEWER ` LOT o o \I / / 6 ✓ LOT z5 \ Q % I PROPOSED YARD DRAIN SYSTEM w - I :• I I / � / -. / ', ti LOT g6 / 'ATE DRAINAGE EASEMENI C'7 M/ O DT 51 M0')PROPOSED YARD DRAIN SYSTEM I --I io' Pi RIVATE DRAINAGE EASEMENT _ _ I i LOT }6 ° y 3 PROPOSED zo' ACSA I SANITARY SEWER EASEMENT -- / + °° y i -� \ / � r I I LOTzg / s ., / i LOT z3 / _ 0 CONNECTION TO STORM SEWER / - - a to hxh / _ \ \ y N PROPOSED WITH BLOCKS 16 & 17 1 I _ I LOT 6o i y \ % w \ CA O j / \ - i LOT 28 i I I i / 9/ V) v 6B LOT 58 _ = I 04 - y / LOT A21\ \ lfl I /I D- r / /j PROPOSED 8" DI WATERLINE -- _� \' \ / l 1 H� Z 1 I I // \ / W \ Q J Q _L9T zo r / � J LOT zj 6 ' PROPOSED zo PUBLIC DRAINAGE EASEMENT r / / P (, 1 I I C �\ / PROPOSED zo' ACSA \ QP I Lu / \ PROPOSED DRAINAGE SYSTEM I I LOT 59 - / I / P� Xis SANITARY SEWER EASEMENT I J PROPOSED FIRE HYDRANT __LOTi / r o PROPOSED FIRE HYDRANT 9 / °ASSEMBLY w/ 8"x6" TEE - - - __ , 3 _�( J H- ASSEMBLYw/8"x6"TEE / < - / / / I 06 - - -= D 3 = _ _ D_3q y / PROP SO ED `LOT18� _ _ j / / / / I w / J 'zo+5ol - - - - r / \,/ "x8"TEE \ _.'_ / % /" �- �- .W z ' � _ - � --_ - - - = �_ ° _ y�kpo y/ ° j i \ \ \ (3) - 8„ G.V. ` G � � ur ~ pzf2+00 \,/�LOTS% y/V \ O Lu / REMOVE PLUG AND TIE-IN TO 8 WATERLINE "+- z+pp r-� - / / , \ / Q Q - - �p� / PROPOSED WITH BLOCKS 16 & 17, g ° ° ° , I w �.,W _- 8 iz+So- / i3+oo ." � . �/ \ / / S PROPOSED 8" DI WATERLINE . - PROPOSED ��W ._/ r- w✓� / OT i6� \ \ \ / -6�i / / �� C) U) s �%) / — 8"x8"TEE ° � i �� vl- / �/ / \� / _ / / `� I o MH-z _ — � 4H-5 /OT � ,�O � � APO I�� / LOT 6 4 i �OP� / �- C7 \ ROPERTY BOUNDARY (TYP.) ul (n �I Q \/LOT i3 J<v "o4 LOT h I \ LOT iz / �O� / O / / / / / / w DO O^ =OQLOT z LOT T ca D LOT4 (1) Q (oJ LOTS LOTai O m LOT 6 LOT /\ % / / \ / / / I \ U /� / / / J C O 4 z LOT LOT LOTg O Lu / e 14 z-� - - -- 4PROPOSED GREENWAY (YP. /� Y / / j PRORAM z / / / /////�///� /// ////// // / I I I \ N S�PRIVATE DRAINAGE EASEMENT D 1 �/� \ / �/ / /-// O EXISTING PRESERVED FF- O w PEN SPACE STEEP SLOPES (TYP.) F420 ° PROPOSED zo'ACSA SANITARY SEWER EASEMENT <i � /� O w_ _--- % i(-26 / / i —\1< � w w w �� r � � /•/ v / I JOB No. CONNECT YARD DRAIN TO STORM SEWER i I� / / \ / / I I 182150 NOTE: SLOPES GREATER THAN 1 SHALL BE PLANTE WITH NATIVE / PROPOSED WITH BLOCKS i6 & i7 3� w .i. ./� � .i. .Iri w �<� d�j .I. � � I • / / W'Iw W��Y )� STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION — �— _ ! ��W v /� / I \� GRAP IC IS A SCALE SEEDS AT A RATE OF 6o CBS. PER ACRE, OR i LB. PER i,000 SF. �-- W� f� O �� / / / v \ \ l \ \ \ 3° I 10 `° 111 30 CONNECTION TO SANITARY SEWER PROPOSED WITH BLOCKS i6 & i7 SHEET NO. 4 v / / \ \ It� FEET ) /v v /v _� �- v .�� v d / ✓ \ \ 1 inch = 30 ft. 9 /s�! GRAPHIC SSE / / / I .00e/ /s�/ / \ \ \ \ \ \ �\ \�� — — — — — — — r SANITARYPRC SE PATH OF�t SCOTT R. LLINS_Z / f/ / / / W ��`/\ � Lic. No. 035791 1 inch = 30 ft. �/ / / / � / � — — dPo 10/19/20 / EXISTING STREAM�Ssl EGGS 0000 ��40e1, / / EXISTING PRESERVED i PROPERTY BOUNDARY (TYP.) STEEPSLOPES ( YP.) ! 4� wmkl w � �� .� OTC: SLOPES GREATER TH,4NW i SHALL w .� , PROPOSED / / / ' STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNED WI fH NATIVES �� ` LIS II w \ / �' ST CONSERVATION = W / �� CHANNEL TPALL / THAN z / i O / SEEDS AT A RATE OF 6o LBS. PER ACRE OR LB. PER z 000 SF. / + f PROPOSEDGREENWAY(TYP. w CO w 1 / / i •�// w j w - 4 --- w vw: o m< zLu a PROPOSED RIPRAP OUTFALL / 4gS >Lu ? \\ / / /// / / // / PROPOSED VAR. WIDTH / 4ti9 �20 \ / - - - — - r - -/- - - " EXISTING PRESERVED H d SWM &ACCESS EASEMENT 5z / > I _ - o / STEEP SLOPES (TYP.) w ----- m \ /� z PROPOSED 1 �' i ii { ' > \ / w/�/ �/ v PROPOSEDGREENWAY(TYP.) v/ / / w 41 SWM FACILITY /''" t�J / l l/r \/ \ W W/OT 99 LOT loo i // � / / / v✓ LOT lol j ROPOSED WALL / fi/ /1 LOT g8 � t / / /w / ✓ / w Z / ti 4 4z6 BW PROPOSED FIRE HYDRANT 1 - - - - - 460 - / / LOT 102 1 / � ✓ / �- - I 1 43° / ASSEMBLY PROPOSED8"PVC�ANITARYSEWER 4 / N \ OT 97 \ \ �L_ / - _ - - J H- 4 -' 4 0 / / w o - --- - y � _ / / w / 43z + \ / ~ _ / I PROPOSED zo' ACSA43o -- / �L SANITARY SEWER EASEMENT `-` ;,\\\ y � , a. ° ., , , PROPOSED / -1 � t/ 4 � o 1 : \�\ \y° -� - "x8 // "TEE / LOT _ 1 I 1 : 1I 9 r- 9 \L �/ / ^ \ \ .� \ / w. Wro / (z) 8" G.V. � \ d w LOT 93 I � / � �/ \ \ COT g6 �, \ � / • � � 4\ , \ 1 : � �j : 1 ] i I PROPOSED zo ACSA � _ / % � a s 3 00 y ,• ° s _-; IN ,- \ � > - � / - I: 1� + it "� - - � ,, / / \ \ • 12+5° t _ - w _ - � � � Q OT go i + y PROPOSED 8PVC SANITARY SEWS LOT 89 " / o /24"06 w L9 O \ _ /- i - / 5 i - - ----- rt \PROPOSED / / d a \ 1 8x8 TEE PROPOSED DRAINA DRAINAGE TE ; j �$$w G m LOT88 - <� / \: /` G s THE p G \ (1) 8"G.V. z- 1 4so. y_ f l - i$y pV 0 LOT o- ROPOSED 8 DI WATERLINE I - - _ R/ -A \ MH 1 95 x5. I w ..� Cfi 10 iP CONNECTION TO SANITARY SEWER � \ ° s \ �'� i ti 1 - /_ �- L.. -� N p Y \ PROPOSED WITH BLOCKS 16 & 17 G 1 i ----- �. �Z \ N r% a • /-� M:. rr, .. a s._ 6.68 3 •:. --.. _ NI + N. N • ?6. w ( \ ^r I 1 � / ROPOSED 8 PVC SANITARY SEWER � yy° YD-1 1 � i r-- PROPOSEDzo'ACSA / N 49 7- ER _ / i r I 'SEWER EASEMENT ( O of o - QQ R11) : \\ 1 LOT i I 1 2 J Cp �C \ s. 1 Y /I O� V) w o_ \ 5 PROPOSED YARD DRAIN SYSTEM w/ - - T lz3 rCN 10' PRIVATE DRAINAGE EASEMENT - i � ° / , w N 8 -- _ '• °. � 14 ' ''� 73 � `"S\ \ � - - W .e " M lz i / 2: z s1 o � 1 _ - I � 11 / / Q ~ i sue// ,yy .. w // - _ _ •' ' - = _ = _ '-� i 7. a ° � � ° e , ,,,\ -1 I---�-_-- - - o � : a I _ � / > J Q Lu -=PROPOSED FIRE HYDRANT - ` • y _-- -- ' f ASSEMBLY w/8x6 TEE a ( �. 1 1- -- / J � _ W tee . _ PROPOSED 8" DI WATERLINE - - - G w PROPOSED zo'A CSA ✓ - ` t / / 1 T -- - - - - _ / - �--� 8B 3 kx LOT74 \ i l,%i I � - I i ,�( J D-1O \ 1 I 1 w z ` r •\ i SANITARY SEWER EASEMENT, z S \ REMOVE PLUG AND TIE-IN TO 8" WATERLINE ' a /`: OPENS E r - y+o . j ( � 1 ' LOT�,Ii I �- s , 1 w D PROPOSED WITH BLOCK516 & 17 a; r: o o. � 1 -I LJJ \ z � LOT o � o ra• \ 1 L_ � r � �� D \ + PROPOSED DRAINAGE SYSTE x -- / - �( 11Z � `4a / \ z9 \ : OV \ PROPOSED zo' PUBLIC \ " 8 / \ \: \ LOT i - - - - o ti \ \ \ \ Q J / TOT LOT 6 \ \ 75 - —— _ ,� LOT DRAINAGE EASEMENT - 1\ T + - \ :J ur - ,., Q U PROPOSED 1 a \ V � W C3 D- Lu b s / \ : CONNECTION TO STORM SEWER : 9 LOT " J J l 8x8 ,- I i - 1- - - - - - - - - \ � \ Q 43 C� m \ \ oo . D-u V 7 = Q PROPOSED WITH BLOCKS 16 & 17 / / (3) 8 G.V. PROPOSED YARD DRAIN SYSTEM w \ - X-looB i- J D YD-1oA / \ LOT76 1o' PRIVATE DRAINAGE EASEMENT \ \ 1/ L Q 559 5 1 \ 1 �3 r o. \ \ f o LOT1iz� _ - < � 4- / ) £ PROPOSED FIRE HYDRANT- J _ -- \ -- s Y __ 1 1 t � , — - --_ \ ` \ • � 1 _ _--_�� ASSEMBLY TEE i �\� Q \ LL I I--� o LOT,� � I -- ,-- '� N f i I LOTlzl i � i--i I \ I r r l LOT73 o PROPOSED DRAINAGE SYSTEM i I \ z C) _ s - - i ul I—i 9A T i D=10 \ / / f 4z6 - - _ T -- 1 I 4 L I / LOT 45 1 1 Lu LOT 58 LLI 00 j _ 7 -, - -I i LOT 113 I I: I q36 / " PROPOSED 8" DI WATERLINE r LOT z — -- " PROPOSED zo ACSA 1 I 4 £ m I \ 1 I 7 SANITARY SEWER EASEMENT -i `l^) \_ PROPOSED YARD DRAIN SYSTEM w/ --- II _ 45y1 £ I + /LOT4o o__ - PROPOSED DI WATERLINE N ,-bo. / U lo' PRIVATE DRAINAGE EASEMENT' •' LOT 46 1 , 1 0 I _ _ _�i _ - - ` - �1/ � � �� • 43 1 1 1 ', �- , � I L _ `"= - - _ _ _- _ - e 1 I 1 LOT lzo r� LLJ WATERLINE PROPOSED 8"DI- - - -- 4 [; I 1i - / / 6 / LL LOT71 L rI -_ I s -- m - LOT 57 13 LOT 39 14B 3� N �L T47 --, + I O � b I r ;, � - 'PROPOSED zo' ACSA LOT114 _ SANITARY SEWER EASEMENT PROPOSED FIRE HYDRANT / I - r / O ~ 1 J _1 \ z • � -- __- a i I -I _ ,-1 ° I "', ASSEMBLY w/ 8"x6" TEE i _ -_ -��� , o ��0. 1 - ��I j O - -L-1--o-! 1 LOT N o -1 - I _-- - -- + 9 1 Y , I - LOT 48 J __ _ - - I O A -1 : B - PROPOSED zo ACSA ' _ - -I I o t� O 9 SANITARY SEWER EASEMENT I MH-31 LOT8o -- ] r 1 1 O ' 1y ° 'll 11 n sp A< -LOT38 z5 1{t1 YD 1 1 o w - II II p Z PROPOSED FIRE HYDRANT 3 0 - - - - - I B -, - { PROPOSED YARD DRAIN SYSTEM w/ s �I LOT 6 1 'Z N ASSEMBLYw/8"x6 TEE c - - - - -- ' z 1 I to PRI,VATEDRAINAGEEASEMENT i N i _ D 6 \ 'I I - �5 LOT it 1 4 ,6` JOB NO. -I I mPROPOSED 8" PVC SANITARY -SEWER g \ -', - -- - I - - s 1 5 —� �� l o C7 1x5 LOT 81 I !n T \ _ ", -- I 1 I r $ _ I - --- L T 6 I I + F. \ tY 182150 z- CHLINE -SEES SHEE" .91 9 I \ 49 LOT - \\ ---J ` _ / SCALE f I w a � ----- I / , ; � G al �� I- - -I • \ � � I :I ,�z !: �: - I D_ B ,, l,, _, �\ \ `� � a \ -\ OTli8 � 1°=.30r "I fl 4 n " ul -r LOT LL z �.. ! Ir 1 \ .. - 1.� -'r !q SHEET NO. o PROPOSED DRAINAGE SYSTEM 1 LOT 68 4I 1 J U 0 I I LOT36 J m - i SANITARY SEWER EASEMENT I I % _ / / / Q \C. PROPOSED 8" DI WATERLINE / j PROPOSED 8 DI WATERLINE + I / (� �\i h / / \ \ / \ / EJ I li LOT 120 �. LOT 158 \ \ / / (� ✓ PROPOSED zo' ACSA ( � A � , / ti -� , • , I \ 3 / -- v \ SANITARY SEWER EASEMENT � � � V A LOT1 1 �V A `✓ � / / / � / /f A V A` � � � / �P V I PROPOSED FIRE HYDRANT % I I -I � o t-ASSEMBLYw/8"x6"TEE _ 0.'1.�0 o y� I \ N X — I I _ ° ✓ I - \ LOT izg ` I \ \ \ i 6 g \ \. �. w \ N � - I I I � � _ — - \ :`+ \ � \ , / I \ �r ✓ � .� ,,� � LOT i59. \ \ � % � � � �o �� / ao v °, M -3i LOT8o ;, 1 '1 I \ \\ ;i✓ y/ �1-� \ �\ ` \ // \�� / °� � - I . I LOT._ 3z \ ;i '• ✓ ✓ / / .; �, � / \ � \ \ � / I T I I PROPOSED YARD DRAIN SYSTEM w/� \ \ �— \\ / \ \ ✓ / / \ \ \ \ \-5 / / / / 32 I I io' PRIVATE DRAINAGE EASEMENT `\ LOT 11 5 456 — \` ✓ ✓ Xoo f \ LOT 3.6o LOT8i II II 1 - \ '� ✓ ti/f / / \\ I j ✓ \ r y-7 LOT 110 \ \ . \ Co 0 D 46 / e PROPOSED WALL I --I LOT 8z ✓. LOT 362 \ p i O 4 4 I I I !Z p6 \ t ` H-10 i /- / aY ✓ / \ \ \ / tx / (MAX. HT. = 6') / / / N H i ----- -- r r— i T I I ��� —` � � -' / • � � i I I i �' � I <n. •'� �' �✓ � ✓� f . \� ��T162 O\ PROPOSED YARD DRAIN SYSTEM w/ PROPOSE DI W N ✓ ioPRIVATE DRAINAGE EASEMENT PROPOSED 2o' ACSA j ✓ \ O --J _ / / / LOT 83 3 \ i x6° ✓I SANITARY SEWER EASEMENT U% (PROPOSED 20' PUBBLIC DRAINAGE EAS MENT — ✓ °° /y9 \ ✓ / \\ � / N / / 46 -� \ \ \\�� ,' AN 3:1 SHALL BE PLANTED WITH NATIVE / / Z N I ✓ - ✓ \ \LOT 63 \ \ ` NOTE SLOPES GREATER THAN I I \ x \ c i STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION I � J Q \ \ \ i D-5 LOT s4 - r° WATERLINE \ \,, `\ \ \\/ / \ SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. / / / w CL I I LOT 227 _ I/ D-4A / / /`—PROPOSED ,PROPOSED FIRE HYDRANT \ \ l ✓ j J ✓ �` x8"TEE ASSEMBLY w/ 8"x6" TEE LO 264�.\ I I ✓ j //� �(?) 8"G.V. PROPERTY BOUNDARY - _ / / I \ / _ \ I > 06 RY TYP. J Rr ur o Lu D 4 / 11 I II ✓ ✓ y0x°o m 3 A \ \ OTC \\ \ \ \ / / / / / Q Lw� LOT 86 V ✓ 5 ✓ .� _ \ \.\ \ \ D SB _ / / \ / / / / % = I�� Z ✓ — / PROPOSED DRAINAGE SYSTE ✓ ✓ ✓ ✓ / �/ i I --I Z ✓ r �xo° ✓ - PROPOSED 8" PVC SANITARY SEW R\ v ✓ �y D SA \ \ — —_�� / I \ \ �/ / / / / / I z i--i L - ✓ y �� ✓ / \ \ D-5 / I / �/ I / I� Q / \ / ✓ / s i ✓ LOT z6 \ \ \ �/ J / \ / / w ' � 00 ✓✓ % ✓ 16x5ojLu 4 ° 4✓ ✓✓ LOT25 /. \\ of I/ / / \ \ / / / / \ i �' /Lu rl i _ j_ s / ✓ ✓ V A \V -LOT 23 CID U J / \ I / OLu / \ \ ✓ ROPOSED 8" DI WATERLINE Lj ✓ \ \\V _ \ / A / / / / / F �-T 20 o o w A PROPOSED zo' ACSA \ QP xi- — ` o SANITARY SEWER EASEMENT ✓ `� I I I — — \ _ `LQT-.1 --.� / / /_ — 0Q LLI ! / / \. \ \ JOB NO. \ PROPOSEDFIREHHYDRANT g Y ASSEMBLY w/8"x6"TEE -- y� 3 z / / / I / I _ \ \ l � � _ � \, J � � bAD �\ � / / / GRAPHIC SCALE / ' 182150 LOT i8� i \ \ PROPOSED ✓ ✓ _ // / / I H I Y RIDGE o 3- / u 5 3- 6u SCALE \ x8 TEE U / \ /I 8"G.V. ✓ MAN-(G�MGpU8�1CROP \ \ I \ � \ I / / / LOT-1 �x�sTW / I f ' I 1„ 30, l IN FEET) / SHEET NO. --r` ��� / / ✓ \ / �� — �� _ I V ft. 1 inch = 3 11 / / /TH pF� EXISTING MANAGED / J� i �1 - _STEEP SLOPES (TYP.) / / / , / / J/ SCOTT R. LLINSZ U Lic. No. 035791 � / / PROPERTYBOUNDARY (TYP.) / 10/19/20 / / PROPERTY BOUNDARY( P.) IONAi / LOT 140 S FO / — i LOT 139 / / E R \ / z 0000 w r_PROPOSEDTYPEA i / N \ O BLOW -OFF ASSEMBLY / TIE-IN TO EXISTING SANITARY I / , / / \ < 4"/ / \ p J -/ SEWER MANHOLE I 5 LOT141 EXISTINGSANITARYSEWER / / Lu EX_� Ln oLu EXISTING STREAM / s r� �- / oo ROPOSED Lu En LOTI242APROPOS E D YAR D D RAI N SYSTEM w/ I \�� \ /'t w io' PRIVATE DRAINAGE EASEMENT I I - I \ \ EXISTING zo' SANITARY / SEWER EASEMENT LOT 137A� — -- w \ W r r I VCx n Q 8 PROPOSED zo' ACSA s° LOT i46 / \ \SANITARY SEWER EASEMENT ) r ii J \ /46 \ LOT�45 / w .� \ � �-- ----� i 9 � \ • \ PROPOSED zo ACSA SANITARY SEWER EASEMENT o 0 �z r 0 1\\ \ �s / 'P`\ ~37 I ,_ \' ,f// / r \ Lu CD N N \ LOT 147 r \ / LOT 143 o \ , PROPOSED 8: PVC SANITARY SEWER; \ �/�' LOT136 \A' 'PROPOSED �\ \ \ \ 4" DI WATERLINE LOT144 / PROPOSED 8" PVC SANITARY SEWER � A PROPOSED DRAINAGE SYSTEM \ / vA v w r- i i \ x 60 V � /� / LOT 135 \ \ so 4� ROPO\SE�D 6��x4 REDUCER % s� -// \ �A \ �� V / /�� sV Lu 7- PROPOSED FIRE HYDRANT/ ROPOSED 4" 45°BEND --, r i g vv LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED �` A �� ASSEMBLY w/ 6"x6" TEE it �i / I� ' STEEP SLOPES HAVE BEEN DETERMINED TO BE LES / / ` \ \ \ — 1 +5° 1 LOT 148 , / / \ THAN 25%BASED ON NEW TOPOGRAPHIC INFORMATION. \ \,.� / \ o' / , s MH-39 z 11 \ 1 I 4 r / / ko ✓�\/\ �4 PROPOSED zo' PUBLIC DRAINAGE EASEMENT" \ �x ' \ 4B 1 �p0 01\N y � — NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE d R N \C E � V PROPOSED TYPE A PROPOSED GREENWAY(TYP. STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION \ \ �\ 7 o \<" W� P / ( m i \ +5 BLOW -OFF ASSEMBLY / r SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. \ \ ' r \ \ \ 10 \ m �/ / � 6 � Wei PROPOSED 4 DI WATERLINE / / � �� � \ / / LOT134 \\ 4\4 94A PROPOSED oxoo r _ - -i / \ \ \ \ 6"x4" TEE 1 \ w/ - ✓ N f EXISTING PRESERVED` \ (1) - 6" G.V.Q 7 �-- STEEP SLOPES (TYP.) (1) 4'G.V. 4v LOT 149 / Q z Lu OL / /r W 0 �./ \ \ \ \. ,.\ \._/ _. �l \... \. _ 1 ^II _ —gyp.\ �\ rx " \ � \\ -LOT`a5141 l J / rJ 0- COT ioo D 7� � 06 r-i LOT for / fi/ +,__- ` 1 r I 1\ 1 r U) LOT 1 \ 8 -- EXISTING GAS E /SEMENT \ LJ I Z / 33 - ° \ - \ \ Lu D - �460 / / / LOT ioz )� \ R I _ / PROPOSED 6" DIIWATERLINE06 �v O LOTiLOT ISOXISTING WATERLINE ur J W LO4 \ a w Q PROPOSED ?3 \ _LOTioS/ / �;� _ J . �� I ' L%% Q I I v� oc "x8 TEE _- J - �, PROPOSED zo' ACSA 7A 6B w S 6 / / + 3 - " SANITARY SEWER EASEMENT� \ V i - "� W I--i 13+00 w J -�4_ / f �_ I O r PROPOSED zo' PUBLIC DRAINAGE EASEMENT - ` (� ._ / / -LOTio ,. +o° \s PROPOSEDzo'ACSA46 ,o� ��w . �' �SANITARYSEWEREASEMENT • �/ 460 i - _ z4''oo �w�y.wi �� LOT: / i � ��� // Q OT w e 78B PROPOSED FIRE HYDRANTS PROPOSED DRAINAG€SYSTE �$$1R� `mow s ASSEMBLYw/8"x6"TEE i, - I/ LOT153 i I } I I r\ I I M WATERLINE I \ - BLOC R�:N T ��� l h� o l 1 I - _ a CIS*oo PROPOSED 8" PVC SANITARY SEWER i--I I V--- \ �l W\� w --" �s J C i _ l N 4 - _ ROPERTYBOUNDARY(TYPJ / / r MH- i _ i / I � o - - 46 ?5 w_ �= Qr` HL NE — SEE SHE :a a° a: ROPOSED 8" PVC SANITARY SEWER- j Z�7 w J F zw S 1 Y / PROPOSED YARD DRAIN SYSTEM w/ - - _ LLI J I PROPOSED zo`ACSA \ \ s6 ``W - - \\�- / i ✓ I / io'P RIVATE DRAINAGE EASEMENT \ \� IY SANITARY SEWER EASEMENT / / ` F I So 3 / ' \ LOT iio L J ` I 6+ r I \ \ \ \ r \ Q F I T 223 t / ° LOT 154 LLI Inoo // Q 1 \ J _= L- W o F l -/ /, 80 )xf W ,+, i / / /,PROPOSED 8" DI WATERLWE Sou 0 4--/� POSED 6 DI WATERLINE - - -_ 7�_ - - LOT iz // POE o / F_ W / -_ 4 ZgxO���o� / 3 / / / �w w f i / / % o �...w. x / / �� / ALu LOT Z ' --- / / LQT iz / / / / / / �w LOT 155 \ r \ \ / a m L/:�, 5 / i / ROPOSED 8"x6"REDUCER - — — — — -'_ GRAPHIC SCALE JOB No. LOT 1z6 l j -� i / / 182150 LOT \ \ 1 /�/__ `\` / / / / / / \- / // PR P ED \ 4Z / 3 5 0 60 \ __-1 / �.,` ,i 11 \ SCALE /// o 0 - - - Q z N I ii l / / \ / / /,` SOT iz7 ` / / \ l// 3 x8"TEE / \ \ / -� 7Vv \ \ / l l �/ i l (z) 8"G.V. J % �//l \ 1"-30� `y IN FEE ) \ / \ 1 inch = 3It SHEET NO. , LOT1 6 / / --- - \ 1 / LOT iz8 /// 5 _ PROPOSED YARD DRAINS YSTEM w/ -'„ /i �/ / / / I 12 LOT iz/ I " / io' PRIVATE DRAINAGE EASEMENT / / i i 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. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A 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. CONS7RUC77ON 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 OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMA TE EXACT LENGTH, LOCATION AND APPROPRIA TE 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 SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7, COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH 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 774E DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANSI77ONS 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 INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH IDIOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORT477ON SPECIFICATIONS SHALL GOVERN 774E MATERIAL AND CONSTRUC77ON METHODS OF 7HIS 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 774E 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 VEGETATON 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 WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UND£RDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDCCA7E 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 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 7HE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED ME7HOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR N 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 774E COMPLETION OF 774E INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. 7HE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEP774, TEMPLATE, AND COMPACTION 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./SAL. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE K17H 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 774E RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCATED WITHIN THE S7REE7S RIGHT OF WAY. An hur*"NNuoGJ® X TYPICAL BASE PREPAR VJX (NOT'199LALG1 ATION .-. ...'".a" WIDTH OF ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENT TS 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. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 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 Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). A WIGTN OF ENTRANCE y E%PMSION JQINT gg R� k EXSTINC ON PROPOSED ¢ SIDEWALK OR SIDEWALK SPACE C ES ~ / A\ CURB INCLUDED IN ENTRANCE GUTTER u N EXPANSION UONT DI, N 9 C 0 6 w Y W FLOW LINE 4 ENTRANCE WDTH DESIRABLE MINIMUM X. EXPANSION JOINT ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT I 3COTT R. COLLINSIZI Lic. No. 035791,E 1 Z W 1\ FO A\�I II o MOip W _ f R D Om / li _ - ( GE ROAD f LD- / ,> \ r M ' / \ �' I T \ f I 1 CD A _EL I N F W O N TRIP ENERATI�V AN G O C CU � S qO -DRIP GENERATION BASED ON Ifs TRIP GENERATION00 :x.r•.•.• \ \ I I MANUAL (ioTH EDITION) 78 SINGLE FAMILY DETACHED UNITS (CODE 210) & " \ 87 (5' MIN.) SINGLE FAMILY ATTACHED UNITS (CODE zzo) .. i ��' ... / SEE PAVEMENT CHART ' FOR DEPTH OF EACH 4" coNc. \ \ >-' / 11 , ADT: i, 374 VPD (687 ENTER/ 687 EXIT) PAVEMENTCOURSE JOOO psi MIN. A -4 0 AM PEAK: 98 VPH (24 ENTER/ 74 EXIT) cy) -`-6 z �SUBGRADEJ 4" 21-A STONE BASE \ ` ` ('7 \� \ \ \ PM PEAK: 126 VPH (8o ENTER/ 46 EXIT) T #BASE , OR CUR 1 STANDARD CG-6 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO ASPHALT PAVING - ROADS CONCRETE SCALE \� ' 1 \ % N CURB & GUTTER PAVING AND/OR BACKFILUNG. 1 O ' F- NO SCALE NO SCALE - CC-12 NCTEI COMPONENTS OF CURB TIMES CONSIST OF THE FOLLOWING' CC-)2 NOTEI COMPONENTS of CURB NAMES CON9ST OF THE FOLLOWING'CGB BEVELED UNITS I x HYONMUG CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDED HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDED �+/� APAR CURB WHEN REQUIRED IM 2 OR M-3 IN LINEAR FEET) CURB WHEN REQUIRED (CO-2 OR CG-3 N LINEAR FEET: C ) GENERAL NOTES: DETECTABLE WARNING SATRS :AREA IN SQUARE YARDS) GENERAL NOTES DETECTABLE WARNING SURFACE AREA IN SQUARE YARDS) _ 1. THE DETECTABLE WARNING SHALL BE PROWDED BY TRUNCATED DOMES EACH OF T E ABOVE ITEMS 15 A APMATE PAY ITEM AND SHOULD I. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OWES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM ADD SHOULD RE 511MUNI FOR EACH CURB CUT RAMP, BE SUMMIR12E0 FOR EACH CURB CUT RMP. NOTES rowlrxwzw HEF0FT WEFu KFA< 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LET FOR 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LET FOR 510EWALN SIDEWALK DETECTABLE WARNING STHE SPECIAL PRODUCTS NOT LISTED SHALL MEET DETECTABLE WARNING SUFAGES. UAL PROVISION NOT LISTED SHALL MEET - - THE REQUIREMENTS OF THE SPECIAL SUBMITTED T FOR CSTA DETECTIBLE 48�1 MA% RAMP 1Y1 MAN RAMP IY1 MUST THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTIBLE 46�1 MAX 1. THIS ITEM MY BE PRECAST OR LAST IN PLACE. WARNING SURFACE AND SXALL BE SUBMITTED TO THE STANDARDS AND WMNWC SURFACE MO SMALL BE SUBMITTED TO THE STANDARDS AND Iu.oP mm)mlm7� I- SPECIAL OE9ON SECTION FOR APPROVAL. 1� SPECIAL DESIGN SECTION FOR APPROVAL. 1� 2. CONCRETE TO BE CLASS A3 IF CART N PLACE, 3. SLOPING 9DEs U CURB RMP MAY BE POURED MUNOLITHCALLY WITH RAMP 3. ROPING MILES U CURB flMP MAY BE PWflEO MONULITHOALLY WITH RAMP 4000 PS IF PRECAST. Mchor""Dianwvd° FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BASS. 4 FLOOR OR BY USING PERNISSBLE CONSTRUCTION JOINT WITH REQUIRED BARS. A 3. CMMATIUN CURB N GUTTER HAVING A RMIUS O X FORCEMEAT CONNECISON B e OF MGM FEET ON LESS (ALONG FACE OF CURB: WX MOi iD SCALE) ""-"� 4. If RMP FLOOR 5 PRECAST, HOLES MIST BE PoRONDED FOR DOWEL BARS 50 4. IF RMP FLOOR 5 PRECAST, HOLES MIST BE PROVIDED FOR DOWEL BM5 50 rn THAT AOJONING FLARED So CM BE CAST N RAGE AFTER PLACEMENT OF 101 MAX THAT ADJOINING FLARED SOBS CAR BE CAST N PLACE AFTER PLACEMENT OF DIt MA% SHILL BE PAD FOR AS RADIAL COM3INATW PRECAST RAN FLOM. PRECAST CONCRETE SHILL BE CLASS A•4. PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE MUMS A•4. CURB M COTTER. 5. REOURED EMS ME TO DE No X B" PLACED 1'CENTER TO CENTER ALONG TYPE A 5. REWIRED RARE ME TO SE No 5 X 9" PLACED TCENTER TO CENTER ALONG TYPE A 4. FOR ME WITH STABILIZED OPEN -GRADED DRAINAGE ^' BOTH SIDES OF THE RAMP FLOOR,MC-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR RON WES OF THE RAMP FLOOR, MO -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR LAYER. THE BOTTOM OF WE CURB L GUTTER ` V I CONCRETE COVER 1YE. CONCRETE COVER % . SHILL BE CONSTRUCTED PARALLEL TO THE ROPE OF SUBBASE ONUSES AND TO THE DEPTH OF 8. COMB /CURB MO COTTER SLOPE RBAI CURBS ADJACENT TO CURB RAMPS 8. CURB /COMB IN COTTER SLOPE RBMSI RS NDIGUTT i0 CURB RAPS THE PAVEMENT. ARE INCLUDED IN PAYMENT FOR CURB /CURB MD CUTTER. 5'MN AfE INALOED IN PAYMENT FOR CURB / WRB MD GUTTER. M-005'MN �I ROxsoactMSNr Lervcrx�l ]. OUR RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12'1 N J. MAIN RAPS ME TO BE LOCATED AS SHOWN ON THE RAPS OR AS DIRECTED 12,1 NAX S. ALLOWABLE CRITERIA FOR THE USE OF CG-8 - - - - - D BASED ON ROADWAY N IN APPENDIX AND r BY ACC ENGINEER. THEY ARE TO BE PROVIDED AT IF AHI INTERSECTIONS WHEREVER BY THE ACCESSIBLE R. THEY ARE TO BE FRONDED AT IOTA HCH INTERSECTIONS WHEREVER NU M 12N1 M DESIGN SPEED AS SHOMH N APPEN%% A OF I AN S ES A CURB ROUTE WITHIN THE WHET R COAT AL A HIGHWAY FACILITY A AN CROSSES AIAE ROUTE WITHIN THE WRIGHTHET ER WAY DE A HIGHWAY FACILNY A 2" R TNf ROAD OE9ST YALIL IN ME SECTION Erlc Psmeuuexul* CROSSES IS CURB THEY MUST OF WHETHER SIDEWALK IS EXISTING. PROPOSED, CROSSES T CURB THEY MUST OF WHETHER SIDEWALK IS RIRN MOSSWA.KSD, ' 1-a�_11 ON CS IRBM STANDARDS. oEe.MmeV,.evAnoxvme, OR SHOWN ON T. THEY MUST IR LOCATED WITHIN PESTPoM CROSSWALKS OR NWENSTENT. THEY MUST DIRECTED LOCATED WITHIN PEDESTRIAN CROSSWALKS I ^ AS LOCATED WRAPS OR AS DIRECTED S, THE ENGINEER, LIGHT AND SHOULD NOT TYPE B AS SHOWN ON PLAINS DR AS STOPLINES. BY THE EXISTING LIGHT, OL SHOULD NOT TYPE B LU BE LOCATED BEANO VEHICLEINLETS STOP LINES, EXISTING LIGHT POLES, FIRE BE LOCATED BEHIND INLETS. STOP LIKES.ROUES LIGHT E A CONTINUOUS N Tp�-�--�� HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTIMUOJS PARALLEL � TV��/ D \ R3' , wm- Rr r6Wo, �� Anchol DiN EOP / X \I:IEXCAVATION ONTMEZDJG J' WX $CAfE: 39"=1'L' • ..anewnmew T R/W L/4' zy 1li'1Gf1L J11`CCL1 ADCG11U1V - VA-M.. fY111117 t'Ul7L1G 11;UAV .DUTY (COOPER ST) NOTE: PARKING TO BE PROVIDED 25 MPH DESIGN SPEED WITH BUMPOUTS ALONG ROADWAY. (NOT TO SCALE) I RN GIrvTG rx�[o anox I T14':i T14":T' TRIP GENERATION 1 11 = 200' �` l L l l , J� 7/ --- NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS.'NO PARKING' SIGNS SHALL BE PLACED ` 6' A.y Ta E Ta F 2S 6 J 1 ,,ii 5 -" 3 ?' 10,�'` J ,, � UDNT% � _N' LAHE, ,E;, P m„ KP „, EVERY i5o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS i i ; ; - _\ - �,T z �N� SHOWN ON THE ROAD PLAN LAYOUT SHEETS 5-8. - FSY':�/'' D , �� TYPICAL STREET SECTION - 59 ' PUBLIC ROAD R/Y (BEAR CAVE DR, TALEN LN, COOPER ST, OTIS ST, WESLEYAN WAY, RANGER CTJ 25 MPH DESIGN SPEED (NOT TO SOILS) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base 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 2.2E BM-25 3 2.2E 21A 4 0.6 12.53 WESLEYAN WAY 132 2 152 4 4 8.20 ISM-9.5 1.5 2.2E BM-25 3 2.2E 21A 4 0.6 12.53 RANGERCT 57 2 77 4 4 5.83 ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 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. LINTS I PI I ;I I'll ® _ _ _ WW" ® LIMITS OF PEDEsrRIM AC SS RTE ACCESS ROUTE NON -TRAVERSABLE UNPAVED SPACE UNPAVED SPACE WIDTH T~ RI s RUTEES ROUTENWTRAVERSMLEW LMNPEDTH O5PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ADDITIONAL RIGHT -DE -WAY IS RE0 ED F THE LIMITS T-3' OF PEDESTPoM ACCESS ROUTE E%TEND BEYOND EXISTINGt5" OR PROPOSED VOOT RIGHT -OP W PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ® WGBSTNIICTED, STABLE, FIRM AND SLIP RESSTANT .:, • A. • p PATH CONNECTING ALL ACCESSIBLE ELEMNTS OF A HALF PLAN R� FACILITY THAT CAN BE APPROACHED ENTERED MD -I! C. - e. USED BY PEDESTRIANS. -,"--• •", III IF PEDESTNM ACCESS ROUTES IN ARE BEING 'oB " PROVIDED, A MINIAM 4-TRAVERSABLE WIDTH IS REQUIRED WITH A MM. 2X CROSS SLOPE. SECTION B-B WHEN USED IN COMMIT WITH STANDARD OR Ca-7.7HE CURB FACE ON THIS ADJUSTED IS i0 BE JJSTED TO MATCH g�2'-0"STAIN UNPAVED SIDEWALK SPADE PARABOLIC THE MOUNTABLE CURB CONFIGURATION. CURVE •'Ii. . e. ® ® �.p NORMAL OUT TER ® ___ __ •e. . �. • i. n. . e. �' __________ W K ,'p_ ' e- ' 6^4944G" W D%I TO O% CHANGE 'e:sa ee'.e G9Ne e949e 96 94' 64Up s!%. V"." I SECTION C-C S" AGGREGATE RISE CLASS A3 INEs.I GONG. TYPE 1512E 29 3'-0" 5'-0" A FONT OF GRAPE CHARGE 12% MAX. SLOPE FOR CURS AND GUTTER WILY ♦ .e. •>. • %12 X MPXIMMI INCREASE N ROPE AT MINIMUM %Y MTERVALS FOR SIDEWALK WRB AND GUTTER BUILT CONCURRENTLY K K W 3 %MAXIMUM DECREASE IN SLOPE FOR FIRST W' INTERVAL AND B X YNO UM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS TI SEC ON A -A SECTION D-D `VDOT STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE ROM AND MIDGE STANDARDS I VIRGINIA DEPARTMENT OF TRANSPORTATION I 502 SHEET 1 OF 1 REVISION DATE 0]Y15 203.03 TOP OF 4� CURB 2' R 613* SURFACE COURSE BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT #21A UNOBSTRUCTED, STABLE, FIRM MO SHE RESISTANT PATH CONNECTING ALLIN('BBiRDLifD, STAPLE, FIRM MD $LP Rf515TMi PATX CONNECTING AL� Q 'n' ,..Rw A ACCESSIBLE ELEMENTS OF A MET THAT CM ff APPROACHED ENTERED X rk YrIC l ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED ENTERED a RIB 'W l AND USED B1' PEDESTRIANS. ., Jy9 �[N,(A J�Y�y`�j�+. IjrK� u,.l AND USED BY PEDESTRIANS. ) A B. RMPS MAY BE PLACED ON RMIA OR TANGENTIAL SECTIONS PROVIDFO THAT 13/T '12i• 'HwFX ) Y„' , B. THE C MAY BE PLACED A RADIX IN TANGENTIAL SECTIONS CROSSWALK AND 1. 12'111AK THE CURB OPENING IS PLANED WITXM THE NITS OF THE CROSSWALK AND \. ~ THE CURB HE IS PULED E WITHIN THE LIMITS OF THE CROSSWALK NU THAT THE SLOT AT THE CONNECTION OF THE CURB OPENING IS 12'I N'A% ,;Yey THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING B 12'1 MAX PERPENDICULAR TO THE ClIR6. 5. VAN ,W,'.E •A•YF PERFTNIICULM TO THE CURB. 5. WIN .W. •,,,•9+` YY YY 9. TYPICAL CONCRETE TURNING THICK. WHEN THE ENTRANCE Y TRUCK OT ail 9. TYPICALM CONCRETE TUNING E IR THICK. WHEN THE ENTRANCE RMIICRK ACCOMMODATE THE TURNING REQUIREMENTSOMM RC ANTICIPATED HEAVY TRUCK TRAFFIC, THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TgKFO. REFER i0 STANDARD CC-13. COMMERCIAL ENTRANCE (HEAVY 4' NOR iRMfRC, REFER TO STMUMO CG-13, ENTRANCE (HEAVY 4'MW AT . F HIGHERAVEME THAN AT X P' HIGHER THAN TRUCK 1RAFO1 FOR CONCRETE DEPTH. T EDGE OF PAVEMENT TRUCK TR/EFIG FOR CONCRETE DEPTH. T EOCE OF PAVEMENT 10. WHEN CURB RAPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT XX . SAME AS TOP OF CURB 10, WHEN COMB RAMS ARE USED N CONJUNCTION WITH A SHARED USE PATH, \ AT XX , SME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHRED USE PATH. THE MIN" WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11 WXEH ONLY WE WRB PUMP IS PRONGED FOR TWO CROSSINGS DIADONM I TYPE C It WHEN ONLY ON WRB RMP IS PRKG OED FOR TWO CROSSINGS ( AL TYPE C A 4'x V LADING AREA SMALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR l' PARALLEL &PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAWLWAY. THIS 4'. 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' LANDNG AREA MAY INCLUDE THE GUTTER PAN. LAIRD AREA MAY INCLUDE THE GUTTER PAN. : TRUNCATED DOME TRUNCATED DOME 12. ALL ' AS WHERE CURB SAPS INTERSECT A RADIAL SECTION OF 12. ALL CI35 WHETS CURB RAPS INTERSECT A RADIAL SECTION OF B"-2.C' C-C .6"-2.Y' C-C In CURB AT EHTRMCES OR L STREET FACTORYRA THE R DETECTABLE WAR AT "FACE OR STREET WCTORYD`S THE OETE FIELD O WARNING SURFACE SHALL HAVE A FACTORY TAPIRS OR BE FIELD O O O O O z COMING SURFACE SHALL HAVE A HE MANUFACTURER RMRE OR BE FIELD D O C. O O W -WDFEO M RECOMMENDED BY THE MANUFACTURER TO MATCH-MOOIFIC AS RECOMMENDED BY THE MAMIFACTURER TO MATCH THE BAW OF CURB. A 0 0 0 0 0 0 0 0 0 0 0 THE BAD( OF CURB. A O O O D O D D D D 0 0 - 0 0 0 0 o D o 0 0 0 0 0 -( - o 0 0 0 0 0 0 0 0 0 0 0 -( LANDING RAM 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a LMIOING RAAP ti 0 0 0 0 0 0 0 O O O O 0 O O O a + i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - + 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CID 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m X-fi5X OF BASE AMETEK - - XDIAMETER - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' TOP DIMETER TOP DUMBEST DETECTABLE WARNING 0 DETECTABLE WMNNG c AT BALK OF CURB .9"-14- AT BACK OF WRB a- VMMBLE FUL WIDTH OF RMP FLOW VARIABLE FULL WIDTH OF RMP FLOW SEE NOTE 12. BASE DIAMETER I PAY LIMITS BEE NOTE 12. BASE DIMETER I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME DETECT INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL ABLE WARNING DETAIL XVDOT SPECIFICATION `VE)= 5PECIFICATION ROAD AND MINE STANDARDSCC-12 DETECTABLE WARNING SURFACE REFERENCE CG-12 DETECTABLE WARNING SURFACE REFERENCE ROM MO BRIDGE STMOOADS SHEET tOF 5 REVISION DATE (GENERAL MOTES) VIRONU DEPARTMENT OF TRANSPORTATION 106 SHEET tOF 5 REVISION GATE (GENERAL NOTES) IDS 203.0E OJY16 VIRGINAL DEPARTMENT OF TRANSPORTATION 502 203.05 0711E 502 CG-2 NOTES: 1. TINS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE MASS AM F CAST IN RICE, 49W PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH R CURB MAY BE REDUCED AS MUD( AS 3" (W DEPTH: OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WALL COINCIDE WITH THE TOP OF A COURSE OF TIDE PAVEMENT SUBSTRUCTURE. OTIERW5E THE DEPTH B TO BE 16" AS SHOWN. NO MJU31•1EHT N THE PRICE DD B TO BE MADE FOR A DECREASE ON AN INCREASE N DEPTHL 5. M-2 IS TO SE USED ON RCADWAYS M MW THE REQUIREMENTS FOR CO-6 AS SHOWN N APPODD A OF WE VOOT ROAD DESIGN MNAL D, IN TFE SECTION ON CS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 4" - ' �( 27;'A' MIN - 204" MAX RAL HEIGHT 6'-3- 6 3 /2 3-1/E R N M JXN. J4'�iV%Y /.il+�iW l4"IYN. lN' NY II II II II III II II II IJ � IJ IJ IJ �J IJ IJ SURFACE GR-2 GR-2A I6'-3" POST SPICING) t3•-M/s' POST SEAMING) MAN DYNAMIC DEFLECTOR - 3' MAX DYNAMIC DEFLECTION - 2' RME SUBBASE NOTES: MARGINAL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY MD CAN ME ADJUSTED WRING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND SLOCKWTS SEE SHEET NO.SO.OS FOR DETAILS OF RAL ELEMENT, RAL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS, 501.01 MD W1.02. RAL ELEMENTS ME FURNISHED SHOP CURVED FOR RMI BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SMALL BE SET PLUMB. FEI SMALL NOT BE SET WITH A VARIATION OF MORE MAN//a" PER FCOT FROM VERTICAL. W-BEM, BLOCKOUTS, AD POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, M PER SECTION 505 OF THE SP CI$FIXC/gLnoNs. HEIGHT GR-O'2R]OY," MIN R284" HAM AS MASURL BE W APER STANDARD GR-N5. ALL W-BEM RAILS SHALL SE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FNSHED ROADWAY. THE OPTIONAL GII METHODS R NESTING WE RAL OR USE OF AN ADDITIONAL RAL ON WE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. �Fff T • OPTONAL CR-2A METHOD • OPTIONAL GI MTHW JEWS NESTED RAIL USING ADDITIONAL RAL ON BALK OF POST P WHEN NESTED GAL OR AWNXJNAL RAL 5 PLACED ON BACK OF POST FOR CR-£A THE POST SPACING WILL BE 6'-3". RARE RATES DESIGN SPEED NSM SHY LINE BEYOND SHY LANE MPH NE LS FLARE RATE FLARE RATE 70 9' 1 3D1 1511 W 60 8' 28:1 14M 50 5.5' 21�1 11:1 40 5' 16F S:1 W 30 4' 1311 TH PETE OF THECCOONTRICTON "E"z COMBINATION 6" CURB AND GUTTER %)5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 3 I Ai (RA0115 TO BEM �" NW STREET APPROACH SAME SURFAM I AS MANNE ROADWAY (SEE NOTE 6) SHOYN ON PLANS] 9i C C I} - - - - - - - I fRM11S TO BE AS / RADIAL COMBINATION 5H10WN ON RAPS) / CURB MO COTTER CURB CC-BI fSEF, NOTE J) R � WEFILN I ON IEEE NOTE 2) R. OPTION A.. FLOW LIME-3 MSIGN JOINT•pII e NOTES AM '9" 2'-0" OR AS `A' NMNE ROMNAY SHOWN ON TYPICAL SECTION. A-NEJ PLAN VIEW MAIMS ROADWAY SLOPE 10' PARLISOLO CURVE EDGE OF SHOULDER ON D 6%MAXCHANCE OPTIONAL FLOW NE ROPE - - ® - MANLIME ROADWAY ---- ---- - - - - B%MM. ® -� D SLOPE CHANGE - - - D l VIV FrySEPo ."I". "'N" "A" BARRER SYSTEMS. ROM AND BRIDGE 5 STANDARDS ROM AND MINE S STANDARDS PY OF THE IN& SEXED AND SIGNED STANDARDRwBLOCKED-OUTING IS OBEAM� GUARDRAIL W (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE SPECIFICATION REFERENCE 22221 502 REVISION DATE SHEET 1 OF 1 SHEET 1 OF 2 REVISION DATE OBn4 201.01 901.0E 5-MIN-` COMMERCIAL ENIRANCE ® CONSTRUCT CRUDE CHANCES WITH A PARABOLIC CURVE. SECTION A - A I Alp; OLT` AS CONCRETE , SECTION C-C A ROAD HID BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 CG-11 GENERAL NOTES 1. WHEN W-11 B USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO PRICY AND 174E APPMABLE REQUIREMENTS OF THE VDOT ROAD OESGN MMUN-.INCLUDING SIGHT DISTANCE REWRELENT& 2. WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE TURNING AEOUIREMENTS OF AATR PATEO HEAVY TRUCK TRAFFIC, TIE DEPTH FOR BMW" M ORB RAMPS WNIWN THE LMITSCONJUNCTIONOF THE RADI SHOULD BE INCREASED TO 3. WHEN LL IN CONJUNCTION WITH WANDAD CG-3 OR CG-] THE CURB FADE ON THE STANDARD IS TO BE ADJUSTED TO LATCH WE MOUNTABLE CURB COMCURATKN. SOMMO CG-12 FOR CURB RAM DESIGN TO BE USED WITH THIS STMDAD. B. OPTIONAL ROWLIE MAY REQUIRE WARPING OF A PORTION OF CUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES A. PLANS ARE TO INDICATE WHEN CONSMUCTON OF A ROW LINE IS REQUIRED TO PROVIDE POWIVE MANAGE ACROSS THE ENTRANCE. ]. MAINLINE PAVEMENT SWILL BE CONSTRUCTED TO THE R/W LIME (EXCEPT MY SUBGRADE STABILIZATION REWIRED FOR MANNE PAVEMENT WHICH CAN BE OMITTED N THE ENTRANCE.) 8. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL HOT BE CONSTRUCTED BEYOND THE RI NE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DEN ABLE AND MAXIMUM ENTRANCE GRACE CHARGES 'O" ME LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTION. ALLOWABLE ENTRANCE GRADE CHANGES AUM ENTRANCE VOLE GRADE C HAGE "0" DESIRABLE I WXWM HIGH MORE TFIIN 1500 VPo O % 3 % MEDUN I 5W-1'JOD M 53X 1 6R LOW LESS THAN No VPD SB% I ex III ALUW/BLE ENITRNIG£ GRAPE TABLE 5 NOT MPLJCALE TO STREET CONNECTORS METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COIuAEERCIALTRION ENTR TIERCES V Vol. 203.04 LU 0 U � U I LLJ D LU z L/NL/J Irr ^L V/ 1� MimiW JQ 0 C:) (Z:) Cs4 U Q I --I F� 0 C� G _J LU E- J z Q Q _J M LU Uj 06 U) W J ~ O H1 00 EI 0 m �1 0 0 W J LU H- Q W d (n JOB NO. 182150 SCALE AS SHOWN SHEET NO. 13 ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-8o0-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3'5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 3.2. 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 POTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 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 BY THE 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 24' IN INITIAL BACKFILL za IN 8" 8" 8' 8" MIN MIN, MIN. MIN. 6" BEDDING Ty.Ln 4.iA #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 Ism a INITIAL BACKFILL 4MI UNSTABLE 8" 6" 8" B" SOIL\ _ MIN. _ MIN MIN. #68 STONE _ "GRANULAR FILL AS _= �APPROVED BY ACSA `\ S A IL OCZ STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, FVARIES �1D':� 5' 5' s WATER SEWER BE C LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER IL SEWER 30' MINIMUM N 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 WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT y TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 II ADJUSTABLE VALVE BOX W/ LID i U f a 2 N m LVE V42'x 2500 P.S.I. CONCRETE G AREA. THRUST BLOCK Aa .. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 151/2" E.II.W. 1574 CAST IRON CLEANOUT FRAME AND LID 101/4" INSTALLED BLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT 7 1/2' AROUND CLEANOUi COVER EXISTING GRADE REPLACEMENT C3500 PSI) REQUIREMENTS 1'. PVC FEMALE CLEANOUTADAPTER WITH INVERTED NUT SCREW CAP OR FLAT SLOTTED SCREW CAP KOR-N-SEAL No. S406-10 AWS* " WITH 10 1/4" BAND 17 PVC PIPE SEE BACKFILL AND BEDDING 45° BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE SANITARY LATERAL- WYE ITI- -- F IY ------------- 'A BOTTOM OF TRENCHJ SECTION -A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY FUTURE SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) CAST IRON CLEANOUT ,• FRAME AND LID t - (^� LLL i1 II H Y II I I�'�r51 11 1 \ LLLLL a� , \ LLLL � - N `WYE SEWER LATERAL A A CONCRETE 45° BEND COLLAR PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS WIDEN TRENC ap ACCOMMODAI '�l�'' ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CLI (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" BE 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8. 45 2.88 2.66 2.77 0.28 22 1/2 1.66 2.16 2.69 0.13 3.18 2.91 2.88 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 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 1.21 11 7 /4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. Z. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 ID-3 I- CWfliES9W . 3/4' MAIE PIK COUPLING OR APPROVED EQUAL T ME 'K' SOT COPPER Fat USE ON ATTACHED SINGLE FAMILY REVCENTIL SERNCES M DUAL RESIDENTIAL AND IRRIGATION SERNCES 1 yt'.1- TEE T NOM. NO SWEATED FITTINGS Y DUAL SERVICE R 1 CCIIPRESSNIN . 3/A• MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE SOFT COPPER OFOR 115E M DETACIED SINGLE FAMILY RESIDENTIAL BERNCE WERE AN IRRIGATION METER IS NOT PROVICED. SINGLE SERVICE NOTF: 1) SADDLES SHALL BE U51D ON P4C PIPE, F CAST IRON Uo - RNISHED MADE 10'-Is' NNC YEIER eoz1vWT ET) W COPPERRITER 1/8 WND GW;7LOTLL' METER CORPORATCORPORATCORPORATIONSTOPSAN AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A 12" I I _LI I/ 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE Ld CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD- 27 - - - - - T Top View 6" MINIMUM A4 4' MINIMUM 4 O 4" MINIMUM d. . d _o 4 A . a NOTE: RESTRAINED JOINT FITTINGS. Side View - - - - - 4 CMlecoflon of 95% GompaClbn requires Galvanized Ste, W12 x 14 (min 3' min. penetration it soil , or as approved ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 NOTE- MIN. 60' DIAMETER MANHOLE REQUIRED, E_ Nx, s EP �PA DROP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER d, e BOOT. � 4' GASSTO COD STOP CDfOND e 27• ' DROP PIPE PIPE STRAPS (STAINLESS STEEL) '. o SPACED EVERY ? 2' VERTICALLY 90" RESTRAINED BEN➢ SEWER IMN31LMr s .. PIPE 1 4, . *'• I " MAIN SEMEN . y•A.. iA*' PIPE PLAN PROFILE MIN. 6' BEDDING WITH N0. 69 STONE L 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 F ITING WITH STANDARD GASKETJOINT. 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 CONNECNON DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE IM OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 MI 90 \E Ew Oy L E2 Nd 1 . TD-30 >E $ In rc �. U C Ny } J ZZ 2 oEa*x*8�. of oE5 O Q o2E" nrg In �1 V IM JA _ 3 u0� o " E � o _E Z o 1- J E• E jz n E E O 0 �E �E E go E U �m �n of n� i uwi N1D N z 8^ILL nm Q 11 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG SHAD TD-31 FINISHED GRADE =ITI- 1-1H1-1T1���' -ITI �T=T1r=ITT-I FT1 1-1r ITI 71 FT=Tll TRENCH REDUCER - T < �2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - - a- --------------- UNDISTURBED SOIL - g 18, MN } PROFILE VIEW UNDISTURBED SOIL - EDGE• { --- OF TRENCHA - 24" MN. - - - - - - - -3- - - - - - - - - - - - - - _ m /REDUCER 8" MN •' :A r 2500 P.S.I. CONCRETE THRUST BLOCK 8" MN ----------------- -.-Q. UNDISTURBED SOIL - EDGE OF TRENCH 24" MN. _i - 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. R THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D TD-7 V COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP CCROWN) 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% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2- MIN DIAMETER OF 4". & ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINEN SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WTH CHARLOTTES - VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (z7o ) 18"-22" VALVE BO% CL FT. P68 STONE 42"MIN ` 6" GATE •"., VALVE 0 8' % 6' ' TEE 250E CONCRETE 1., ` I BASE AND THRUST _ J •2:, - .( / BLOCK AGAINST - \\V'I AND UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O)� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF COfNCRETE. 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.T.S. FIG. W-4 TD-B FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE =1_. F POSSIBLE II. _ , i- - IIIIIIIIII IIIIIIIIIIIIillll- �"` BRICK SUPPORTS OR SOLID CEMENT BLOCKS vV_ 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 BE 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-20 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" UFTS) EMBEDMENT • THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O HAUNCHING N0. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-33 TD-34 3COTT R. COLLINSZ Lic. No. 035791,E Z Z O d LU Z 0 J DO =) LinZ .JQ-, O u � F Z ^� LU w �W/ Id. w C> Q� C] CA N GO Q L9 z Cf)N ® M d II y� L W C:) N N � J L W LU = J � J_ > of U) w z �_ I" Q Q vi _ LLJ 0 Uj U (n w L L YJ ~ Q O Lu Ln II z 0 z LU U) J � o LIJ J L I- coJ o CD J O � INNNNNN1 Y U O O w J r p w ce x a U1 JOB NO. 182150 SCALE N/A SHEET NO. 14 // // / / � / / / / / / / // / ! \ PRE -DEVELOPMENT SWM PLAN: \ / - / / / i %/ // POST -DEVELOPMENT SWM PLAN: Uncaptured Overland Runoff Post -Development Impervious Area Summary / / / ////ii/ I \ SCALEI"=160' _- I I/ `\ / //�/// //// \ / / / / //// / _ / / / / // / //sCALEl^=16o Buildings&Patios/Decks 63,918 sf Block 16, 17, & 18 / l / //// // i/i/ /// /l / y\ I-- I-- I // / / // / /j/ // / / Y / / / / // /j/// / / 1" /' �' \ \ I / / / / / // //// /�/// // / ^ \ /' / sf Subarea 1 \ \ 1 I / J / / / / -< -- / / / �- I / / �j /i /\ \ 63,918 sf Roads&Sidewalks 271,107 sf / / / I II II�IIII�/// /// // ' / / / / / 1 I 1I II IIII,/// ,'// // `_ / / / / / 1 ( / /% _ / \ \\ ---- —� I / / j//IJ/1I1111 II(((((\r;/// J :II \ \ ., \ �- -Buildings&Patios/Decks 275,706 sf / / / 1/I IIII (((\�� / \ / / - � / / 1 IIII y// / — / , \ \ � � \ I / / — � / / 1 III 1 y// / — / � Driveways 69416 sf / / % lull y / / /, // / / Il _ / /� 1l l II I / / %— / // I1 //, , / // — / - - \I — 616,229 sf /z/ // / 1 ///�// / / / / /�_ A / ////, v v ,' 1 � 1 I / / / / / /, ///�// / Subarea 2 / , / // / / III / / j /// �� �d /� /v _ � // � / // /' I*//M, ,[ // % / /�_v// // // / / \ // / / �\ // \ Roads&Sidewalks 63,285 sf / / / / / / / � / / � / / // / v vv / /I 11 / / _ / // / I /// - I �I i /� � �l)11 % �i _/ I // // / / // l / vi /%//lI/// �s --, �I �- / /// , �/ � /i / � / //�- --/ �I / / / / / r/ �/ / // / A �- / �; / / _ / /�/( \ g / / _ / .i / Buildings &Patios Decks 62,964 sf / ( // /// / �/ / / �'' /// //// 1 i \ I \ \ // / I / / /-- /�//// / \ / / / \ \ / / / - / / Driveways 13,112 sf * III /,, / / / / / / / ' / // /� / / I � / \ - /� / // �. \ \ y �// // / / / / / / 139 361 sf r -;///III 1, �,,,� 1 / // //// - / i , ,_„ // /„ \ // // 1 �1 I�(l(/ 11'I // - /� �/ / / �V �Subarea3 // /// /j �/ /// \ �/ /// /i // / // / \ / I I I I I / / i (< / ~ I / // / / ' \ / _ \ -) / /// °/ / / Buildings &Patios/Decks 102 078 sf / .✓/—� / 1 I — /— 1/ / / / -- ✓ / J r I /� I/ / / / / Roads&Sidewalks 99760 sf /// " -, // / 11) I' 1 // / l / // 1 � V A I 11 // I /, / /" / , /� / - - — - - \ //1 / / � ` , / // // / / // �// / / "/ \ \ \ ) I I I �I //- ) /// . fi� h,� �. / / / ) I 1 I I / fi� 5 / I // /, / / /\ , / / / /ll \\\ 1 /' / / / / / i / /% /%/j, / /" / / I / /// (_). \ 1 I 1 // / J /// e % / / / i / i / /� �/� / / g / / / // // // I /// , 1 I I I \ 1 ( �i ✓/ / /i / / / / / / \ / / //l / I \ // / /71 %/// \JDriveways 31,016 sf / i / 1 / // / / Drivewa \ J lI //// \ ,1 (/// // / l l � -» / / _ f /I `� - / \ \\ / l I Ill/ ///l/ l / �\\I I I \1I�1 /// // / / / � � / / - f �// , , ` / / / / / / l I I l \\ \ \ \ 1 / / / r / / \ � i l l / \\\ \ \ \ \ \ \ / ' T / \ 232, 854 sf I / ( �/ 1�\ \\\\ \\\ \ ` - / \ - i - \ \ / //�\ i I IIII//III )III �I111\\\�\\\\�\\ �\,\\ \\\IIIII ll I II II (\ %, /////l�i�� lll�/i'(\\ \ �/ \` / ///� l I/IIII llfr �\\\\�\ `�\It"" \\\I\111�1i11 II II (\ ` r / //,;//ll�i//� 1/(rl Y I %� .' / / / 1 \\\\\,I 1I IIIIII \\\.\III /// /, 1 \ / \ ` /I 1 II I ll) l�/I� j11 II l \ \� ice% /i// //�%/ IIII II( ,h I // L\\ II )))�\II\``I//f » i 1 \/)\/I'll/III IIII IIII \ \_ j / v j //�/ I III l I //// 4 \v/ I I// IIIIII 1 1/ I /.7 �%//�/// ///Illlll 111I111\ \ \ \ /i/ /-- _/ // ////// S^�I1111\\\ / \ /// 4 \ / I /// �III111( 1 Jl :`'I /I, ////// l IIIIIII\ \ \`/ i /-- _/ �///////// \11\\\\ x� J// I \ /' /// 11111I111 I11 ////j/////// I I II 1 11 \\,_ % �/ / /// / \ \��l [[ � / // / Ill 11 / / / /III I 1 \ "� /-- J/ A / / / / li I /- /// /r T / /� -\ I 11I �/ / // I I ` \ , , // /11 /�// / l \�\\\\` �/ / \ - 1�1 \l/l�llljlll »":/ /�llll�I/1 j1 /I /II ( I I I I I1 I I I I \\ \ \ /////// // \\\\\\\\ `IIII Il/If / I /I�I //// /////// l /�ll//�lll 11 I I I I I \\ \ _ // / / \\� \y II l7 /�" / // / .' \ \ \ - / / / \ ( I \ I // / : ./ / III \ \ / / / / // / \ j1 1// I I / \ \ \ \ \ Ilk/ ll/I//II _�I IIIIII /Illlll 111\\ III I\,\�\ \ --, -, / /�✓/ //// //�l l\ �J )) j1 I / I � �//j ❑ - �/ \ \ \ \ �I If/I t 1 / Ill, I I \ \\ \I`_ / /i i /// f�//,U,(\\ \\ ) I I \ / ❑ \ \ )Ill ///I ) Ill ll !I \ \ \ _ / / / /// / /;/ y„ \ )II /(II ,)�'/�I III IIIIIII 1111 \ \ \\- // //// ��i,! > /y�i - /� IF 111 l I IJ V --,:(,/ I I I / 1 I 1 1 \ \ \ III 1 � \ \ \ Z ` \ _ - / / / /� f j / / / �// / lI I 1, �\ / // / /� - - ��_ 1 1 I ) III I Ill I IJ v-::.d�l I f I / 1 I I ,' \ \ \ \ \ \ \ \ \ t - / // / /%^ j PROP05ED FLAT VDOT CLASS II COARSE AGGREGATE OUTLET 1 /� - - � _ i I f \ -... / / / r.x. r.x PROTECTION \ \ I % I 1 III/II ; r :,:I II 110 I II IIII \\ \\ 111\\\ \ 1 \ I\ ` -\ � / ////l-/-� / //.Y //// ///,// \ //�% ��\r� I 1 I I III ; i "'/ II IIII I II IIII I \\ \\ II \\\' \ I \ \ \ / ////�J_� FABRIC TO BE KEYED INOIEXFGROUND89I MIN AT NDS&T / 1 //�// /� IIi�/, \ \ \\ \ \ I I III l //l/// I IIIIII I I I 1 ) / I \\ \\\\ \ \ \ � `w- / - // / / / // / //// / / \ ///// /// _ /`�, \ \ \ \ ! I I1 1 /Ill �/ 'I III I I I I I i / I \\ \ \ \ \ _"- // / ALONG PERIMETER. FABRIC TO OVERLAP MIN.OF 9" \ / ///// // �'l�\ \ \�1 , /II///// / )II I/ / I II III\\ \ \ \_� -//// �/ ��/ / // /// /// I � --- ///i � I I / / \ v vA / / ll,:i� ,,/ I I v v v -// / /Il i/ /// /�l \ -/ // /i//�' ��1 Vvv�11 IIII////j / /IIIII IIII ,I/ v �v _v— ///_// / //i v, // /; '�' \ / / / 'LIMITS OF FEMA APPROVED I I I I ` \ \ \ _,7 _ / / / // ) / \ \ \ — — /// / / \ \ / /// / / \ \ / / r \ j /i/ /i/ i \ \i�\i ///� r / 7/ / \ \\/ LIMITS OFFEMAAPPROVED\I I //ii—// //l J / �/ �' d_ / \\\ /,J/ i \�\ \`\ ✓ //// iOoYRFLOODPLAIN �\ —`--/ -- / )/ / i) \�\ / / / / - \+\ // 10oYRFLOODPLAIN II \ \ _ / //� Jj/ +?f PROPoseoSLOPEDVDOTCLASS11RIPRAPUNED T \ \ \ \'I ///1111 1 I 1 I \ / _ =- - / � / -/ // /// / / //Ijj..l l �\ \\ \ / / //{/ �■ \ \ \ \ - / /lll1. � l d / \ / / i / /G / r �t / / I 1> 9. CHANNEL w/GEOTE%TILE FILTER FABRIC / i \\\\ �\ /J/ 11/l J)) II �/// 11,j j1 11 ( / / // II \-/- \ -_ -� / ��%/ / /! r'�l \1\ \\\\ --- //.. / 1� ♦�♦ J \\\\ �-.i J� III�i.� Ill/Ill / j j1 I it / / / / 1 -_\'-- i �_�/ / // /I l \ \ RIF?,RAQ\ UNDERIAVMENT. FABRIC TO BE KEYED IN ER ♦ J I ✓ / / // GROUND 9' MIN. AT ENDS&ALONG PERIMETER. +_.._ ,�I II Il ° ll ll 1 IIII\ / // \ \,11 �/-\.� / !. \\ / / / I II 1\ / -i - lI) - �/ / I I \ \ ----- O I ♦ dlll ll l / / \ \ // // ! \ s �� ♦♦ • \\\ / l I f III i \ _i / /// \@ \ \--_ - > �` l I l / I �•y♦ \ - l I/, / f III L' \\\�. -- � II/Till III\ \l(I`�� �- �/� // - \ ��u� --- l - I/l ®a i11 \�/l(1 �/ \\u - \�j// A 1 1 111I \ \\ :: �-- ///- / / \ - -. It - - _ - -_ --- / J \ \ - _ - / �/ c' \; _ - ♦\\ I i I / / 1♦*♦• T\ \�\ / �I\".\ IIIII \ \\ _ // _///'/ \\-_ T\\ -'•- -- I//// I h III \ \\\\ \\ \ \\ \` /i' -"`- - - _ / ` / / '.•\ \ \ ��� :C��G _. �.,. I I 1 I I -'" I , PROPOSED FLATVDOTCLASSII COARSE AGGREGATE OUTLET \ / _•+- - - L �. ''�\ l \ \ ��� -',w 1� ',\ \1T,\ r J II\ a\ \\ \� \ \ \ \-\ — /i PROJECT BOUNDARY-(TYPJ \ = _ - - _ - .I ■ \ / I I I \ r \ \ ,-,E., PROTERIONw/GEOTE%TILE FILTER FABRIC UNDERIAYMENT. _ /f PROJECT BOUNDARY.(TYP. r = " _ _ _-/, / - � I \ \ x"`� \ \\\ \\\ \\��//^.\_- \ ///i/ r. .--J- ��\ --- ._ • \..1\ I I I I \ ♦ \� _. I, ® FABRICTO BE KEYED INTO EX. GROUND 9"MIN. AT ENDS& i//�� \\. ///i// 'i. .--J ...\-� ��\ - -- C�•�.•.-. \ ///ll '� \\ \ \\\ \\ \ �-- _i'"\\--` -_/ �� - --�. \\ —'.. .��y. .'/ ♦ 1 ` \ \. ___ _ ® ALONG PERIMETER. FABRICTOOVERLAPA MIN.OF9" '! --/ _ 1\ \\ \ \ / _ / \ - _ - ° _ _ _ \\ \ / / 11 1 \\ \ \ \ — / — �� / � tE_5� — —. -- r . _-.=. ♦ \ ■ \ \ \ � 111 \ \\ i� /� �"^—PRoroseD II v \�� - — - -.-„ \� - J / 11/O O \ \ \ \ \ �� / - _ _ - , - - / /; �- - • r'/ l y' - " ' - - ♦ \ \ '. ":'. \ O \ PROPOSED SLOPED VDOT CLASS II RIPRAP LINED \, - / ^> / OND TO PROVIDE y' %'2- . ■ 1 1 v v _ //� O I V A \ VAA _/ _ /-- r POI#3 ! ""-- _xi—• _ .�.N A \ V A \ V /■ A: {p VI „ 9 - /-- 11 POI#3 . �j i.T / \ / --- �- / / i_ y� - \ A.,. I,, ' r CHANNEL w/GEOTEXTILE FILTER FABRIC K \� - - �STORMWATREATMENT &'�.y�� � './ A \ A \ \ \ i i / , � _ .. i-- - . ._ - .�_r� may.. �► _ - i r.� \V A y, ` _ +,��.pUANTITY TREATMENT •-r- //, ,// \ \ UNDERIAVMENT FABRIC TO BE KEYED INTO E% OLI \ O \ \ J / /� ° \ \ \ � �✓ T- i // i. . ✓ Yy • / ✓ r _ _ ✓- \ �♦ \ \ / "I \ o \ i 1 l \ GROUND 9"MIN. AT ENDS&ALONG PERIMETER. - /. / \. ' _ j'. ✓- _ \\ o°/ /1 > I I\\\\ \\ �_� cam- ,/'%/ /�//.,. /-rJif. .-, / �\ \\\\\ \\\ \\ \ \ / \\� ® I\ \ _ 1c - / - J ` - I ttc�\ate .... _. .�\ ... /yrj>r% ��// ♦� y, :. �i \ \\. \ \�\ \\\\ \ 1 / o\.t' \ �h� /,° :..i°a....�\\\ f / \.. / _ v+ /j ,; I \ ./ •./• .-• ✓ - _ / / r ... ROP SED �_OIVCEPITRATEO - I :' .. %/ ,� � / \ I\ ) / - - � � __ � / I / - :'.. '. :j _ ?.. "" -� � � � ... /,. %%.� � ..j •mil .. � ■ I ,_ UTFALL 43 TO POI 23) _ _ _. i Lys} � /\ o e�o-s9 "�—� / rrr. ■If ■wr —\\\\ �\ I I // I / / \ \� �7Aj — � ♦� \ / I I I r/ / wo=m 9" _,E ..r. // r i. �.yj /. s - • / / \ I \'. , /. " o l .� .t,. i -� �j L ` ♦� / / / I 0 - \\ // � � // / / - , \ - - - • * - / / / / / \.\ /, - o w- .� �,rr� �.- / ,1:� ♦' --- , f.T !v� . ;: - _ l \\ "\\\ LO(�TIOf�Or1PROPOSED / - _ _ � - •_� � / / : S' - ® P OPOSEO COMCE TED" ... -/ � . i. / !- - . ° 1 / l y ...Y.j � i __ / / / - / _ �♦ -� _ \ � L I POND / / �- _ - - \ /_R � / // // , ..;. .,. /...-. z'�.�.�:.- - r I !t - - --' `, - �I 1 \ ..•.��.r. �•.� ''� .. .•.' / Hf / // L / / Y L [ (r ) ;, _ SueAr.EA / • j // OUTFACE #2 O POI #2 l ® o ....... ...... f "�' ...'1' .f' - / ♦♦ s, / l l / / - ". �\� Ii yfv / - - / ■-� // f �/ •r • - - - / I I /J .... .. ��'� ."�� �♦ l / -- - `-: _, t I / \, I Y\ 1.,, -'� ''--/-.P'" /-,/'r i i.- Io.Gz a�. ■ \/\ a / '-- - 11 / // / may, I SUBAREA \ - _ ,- // / • a, 9/ .. -i. .%. -.''rt'-0. -. F ♦••♦ ♦ - _ /.. I - / /� - / / \ / 13.01 ac. �e • \ D -,% 1` L-- ♦ ♦ Tc-0.12 hrs.• / \ / I ■ I SCOTT/R. Cb•LLINS'Z Lic. No. 035791,' ' 10/19/20 w�' oti'SIONAL E�Gl Ln z w 0 U Z o_ L re k � 0 U on LU Z GOU) o __i Z _1 J a O 0 a w ■■��■ Z ~ Cf . LU ♦// w F■1 U) 0 W LU LU Id. 0 0 NCS N 0 N 0) 0 N CD ®®:/ olxz / �- j > / j/ice _/� // / / ' � -l\ ti I I I I ( / / // cN=ss.o �■■. af■■hr■■u■■■■ ♦•�: r • , ', - - / y • \ ` 0 \ ,,(._; 1 I / ////�// // '/� / // //•n" /-----/� / / i-/ / / ♦-"+ti\_` % / l ' / / ,- -'•---- -� / ♦\ r I \ tqo ♦ - 1', \\� • / ., ��� ■ \ • /i//i /'♦♦ � '\I Q o \ ® __ \ \ / ♦,i ( ) ) �/ lI (' / // / / // / / //; / �/ /( // // ' J / - _ / / /// / - / 1 - - \ `�- // // / / / / i -` - - - ♦♦ � \ , \.. • _ SUBAREA 2 � / i ■ - / \ / ♦ \ � ■ ♦ d \ ®�\' \� ♦I I/l l l 111 l / / / / // / // l I sU�R� i%/ / — _ — // / / — 4 / — I -- — —/ /� / / / / / / _ _ ♦ / o \ �� cN'_ai`.o • J\ / %/ • ♦♦11 ® !i( t. I �► // � III I / /(, / / // / // � ,- — / / / / / ♦ / _ �/ , � •■■■■u ♦ - • k' ' • /// ♦ / - I / ♦ y Tc-0.11 hrs \ ♦III 1I I I I / / / / I crssso // /I / - / ■■■u■■■■■■u� /\— j ••• •■•• ♦ /l \ ® ♦ ` - ! ♦ z L9 N ® iJd l /) l-o is rs/ / 1 BLOCK 16 _ c ! i �I I 1 / / • ♦ •• • t A { I h / �/ /�/ / / / ♦ 1 ♦ •• - i •♦ ♦♦ / � ♦ �` l� ♦ // FI , ° ♦ i♦ //� ®' \ ) / I I // I / l ♦ ■■■■■ • • ��/ / A\I\\ ♦♦♦ I o �\. A l: �, I• I �• II �, �.- „°/ ♦♦ 1 - / �± o / ♦ / \_ ° ♦i tii■■a - � � �V - - N 0 I \ II III \\ t .I• l I I 11 - ! _ \ _ \®;/l \(l I l �y,� f L� / / ♦ "i \ I/1 i --- / / 1 \® \)� ♦ti r , \ /-r .' ♦♦ I --I . \ ,4 I 11 i' ��f y■■� / / / ♦♦ / / \ - / // \ \. I I :♦ i�, ,* .,i*■■*d. ■�• �■ ■ ■■■ / s ./\ I �NI IIII (IIIIIII I �I I / r ?•iriE1n ■♦ / / - I )1 II I ( _-/-- -- / // \ / 40 y■ I I M �--� / / \\ \\/IIII �\ \\ \ I // /// I // / / \I)) I I ;- -- -----/ (/ r- \\' ♦ \ \ / }4_ / J �r; j� M ♦ •o: _ L/I \ ♦♦♦♦ \\ \ // I a -09 "./ f� \\ \\\\ \\ \\1 \ IIIII I / / ✓ / / / /�_ 1 II - _ // / \ \ \/ / /✓/i -__ , X^11 A••♦ �) y'i \ \ \/ / �/iJ// 00 0 / l.�F/j//_\? \\tNw\\ II I I \ ) // / ///^\1 III \ / -/ / \ - / <. i / / / o f + ( II ♦ \ < i EE /- / N D `o ® _ ) 1 1 - / - \ / 1 / / / ®, / /b i v �tt a _ suBAReA 1 _ ♦ \ / PROJECT / / ® ( I /// l / / /�/ / ) I/ II / j-\\\ /\ / PROJECT / // o' / \ 1`• ■r♦ _ _ .38Ec. / / //-� / � // / —\r J / / / / / / j //za ao aol \i / / i \ - / / / / ' r /4 —� ♦ - cN _Ba.o _ ��V 'I / / N // /// / f ✓ / / / i`J / / \ /� �\\ / / BOUNDARY(TYPJ / / / / ♦ / ♦ BOUNDARY(TYPJ U� `o i f t - — / /— / /<; ® ,/ %//� j/ i"l/l''%r�lJl //%//iii/j-CN-sv.o / /// a - / �l P /l/Illlllr // ♦♦i ♦! n �/ /////I///r N i , /// rc o1 rs \ R T D / r \ 0 ( / ® 1 — / f \> I I /(/ ♦ ♦ — /// ♦rr / r I ///// / / / \ ((III \ / / // R _ _ J //% J" ( �'\ PI IIIIIIIIII. ��/ // l /�/�/ \\ l I ♦••• �'w'••••• ♦♦ ,/;- ,r; ♦ \ j �\\ I // / / Q // 1 ! - ai I� t /// / // / / /. / \ V A\ v v i/ / /i1� ti / - - I V \ �1( \A vA ° J � I ♦ • 'r •� �� ♦ m /' A \ VA W J F'\ai ( l / / V / ,/ v v / / / // -/ / \q1 A . ♦ A V �1 / 11 v_�-- ,, / l i ,/ / //// / / v) v v ♦� - ♦.� _� v �' / ♦ ♦ _-� % , " %/i I vvvv J / /_, / �� l yZt ;y ' v v / - - ' /� 1/// / f „� l l 1 / � Z VI !! \/,///♦♦ / ))�\VA 1 11 1 v� ——//ii/�j/�// I - i _/ J �/ �j/ f %� /v 9! W y d ♦s// / / / // J )1 1 \— — — _ // //// // / III — — Qi♦■■■■! .. ��/,�///// / — i v, / / l �l �/ �/// /1 I I /�i// hA ' .�' !// �// r �. y .Y ." - �'' it •. - "�i/((•' �l - W �' �.f•1111m, / , / //� / ))� - / - / / /� EIv - I / 1 I ••♦ r// / � / / � ,/ 1 W a -.-.T� L9 III / / // / / ( - -- - / / //// / - v �i`' • r /'' v �1 // �� I 1 / / /l / A / /// //�/ :i V�%/ r !l tit, / v A� _ -- - o I l / — / /// A — rr `- ; -PROPOSED AV' :A - - _ / % dr v ' PROPOSED, t- �VA.A V I - - - I of F \ // % / — / i/� / // VAA . r : GREENWAY TYP. / •■ GREENWAY TYP �� I. I I I I 1 1 J ( —/ / / // // �� ALBEMARLE COUNTY ®� , • ALBEMARLE COUNTY a < �'� ®' 1111 I I )I I , �I — / •✓ - -- — — / — /�/ //�/ )/ . PRESERVED STEEP SLOPES - - ■'■ /// . , PRESERVED STEEP SLOPES - I - - Z � / (/ r:;.'� I II I �� I� ITV ( 1 - /�i /��� �'�-__ / ,',.l r� �ir/��--�� 0� 1f I _ 'QY I I I I / ( ( / / / �/ // !`. f,J/. :-_..rr / _ _ A - I A e a ,' ' / �`I�l x_: -rr ,T�. _ v A I A a V _ J_ /. ■ l_� / — - _ A N °d ,: I 1 1 I I / / / �// %�'y'../.11':• \ =� c'"`�: A \ V - A ■ "'r - PI 5 \ I I \ - - = - • �) / A v v i■ ,.. r'"✓.i ✓� i� STORMWATER MANAGEMENT NARRATIVE: -o 41 ill IIII II I I ; -/ //�/ " i, y�/, // � � 1. hl ■f V I z o VA \ V 1 V III \ \ � - -/ ,- - / /� /' l / ✓!�' /j 1 A i 1 \ a .r /1�E �l -s` ',' , / , OVERVIEW I W Q °'. A VA \ VA ✓- ///- / / ..1. aj/. !�./'//// vv v v / A ® iv. ;•,,, AAA V�� - ./ > I/ l,r/ j / ` v 1�°„- 11A �\ VA\� \ �A - _,,, ✓ / / lr, ��// % �f, /� // - � v v v v - ��® ,j „ \1 _ --,,_,F' , /�J %/ /� // v THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS PROVIDED TO 0 In "•y �� II o-,,- I \V\�1AA A VAV AA --- �,,. - / .- - / / �/ f f , y -�/ /r w � I ` `v � `'. �� II ® ♦ A- j"� / �,/ //� MITIGATE THE IMPACTS FROM THE PROPOSED IMPROVEMENTS. THE STORMWATER MANAGEMENT PLAN WILL W Y < - '\ II o': A 1 _ - / / / //1, '� �� // /���/ / �' V \ v li ® �a y; t //��/ r vv COMPLY WITH PART IIB SWM REQUIREMENTS. PI o \ 11 T:A 11 V A A� I � \ -\ v / / - - / /// />y f:/,C.�f % • 7i: /� v v� � _ _ � \ v ® !a - , ,� .,/' •,. � '.� > ' i / l l � � I / , � WATER QUALITY SUMMARY - � � � �I / - t/./ ///�// I I I l v v ,/ ® V"`�- / v i ;l�F/ / I l v v aoA- A VA� VAv V A �- / // '��� // / /((�///// ALBEMARLE COUNTY v �v v A w /. � ; ;. ' , -'a ///� / _`' /(I�V\ //,(/ ALBEMARLE COUNTY THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET THROUGH THREE BEST I --I E / .'v II "4 \ VA VAA \ / - / l�/;-- I/�� / AA\ \ v -- `• II ® "' - /. ��/-' J' / A �A� \ MANAGEMENT PRACTICES. THE BEST MANAGEMENT PRACTICE OF INSTALLING CENTRALIZED LEVEL II WET / ( °yAVA V AAA V A v — // �� // % / / /) 1 )1\� AMANAGED STEEP SLOPES A y. �� ♦ v / �6j /':': �/ /) ) \ K V v \MANAGED STEEP SLOPES o y, V \ V // 'i' / / v A �� / A ._- Li •;�J '. II ♦'� _ �� - - / ) r v A \ �� //// / - \ , � PONDS WILL BE IMPLEMENTED. THESE BMPS WILL TREAT THE BULK OF THE PROPOSED RESIDENTIAL (� c b '`. �'"\VA \ 1 .,..� - - /-''�/t`:/f/ 1 / ///// / �/ »�) j /�j/ �/ �/ ` L, ♦ ,_v 1- /i'./,l,/�`.,:. / ///// / // ) ) / /�/ F1 0 �� \ VAVA V / /./`.///:. ,///// /// //// / / //i j� �. I' - ♦ ;� / / �j// / / / �. DEVELOPMENT. DOWNSTREAM FROM THE DEVELOPMENT THE PLAN PROPOSES THE BEST MANAGEMENT D •.,,. A\ _ // / / / v v / ♦ /-.,-.--',. ///////// // , �, / r, \ v AA - _ /; • /�,.; / / / , v _ �/ / / Y PRACTICE OF PRESERVING OPEN SPACES. A RECORDED EASEMENT WILL BE PROVIDED PROTECTING THESE v/ )' • A V A \ - / //�%'*... r / I/x1//�j/�////'X�j��%�/j /� / '/ v � , I ' a �' / � //////�/// /// //�/�/�/// / ,/ F I z v- ® • A V ( \ - - - - / /'.,�` 1 ,/(/ /// ///f // / /// /// / \ \ A - > \- ® • ,,,� •a,,, x - v : �: s - / /// ///� //// / /// j/// // AREAS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT. THE REMAINING U w / ;o • { I� I V / ..� //// " / // /// /// /,/ /// �,' / ( /// ,k General Construction notes for Stormwater Management Plans v ' I I - < 0 • ,. //� // //j/ jj// // // �, / / /// WATER QUALITY REQUIREMENTS WILL BE MET WITH THE BEST MANAGEMENT PRACTICE OF PURCHASING M D` 11 1 I I 1 I I A ../ / / �`/ // // / //// / //% I/ '/ i / o ' A ( • `� ,,/ / �`/ // // ////�j /// /� / NUTRIENT CREDITS. W w z V I `I' I \ - - - - / /. ,'';.//(, /// / //////// jj , / v �- / ��/� v i.Alldamsandconstructedfilltobewithin95/oofmaximumdrydensityandz!/oof , V I I,.o r �J/ (, /// / / ///// /� / v v� / �� c� ■ �• 1' 1 - /// / / / / „///� /�/� v / / / __ �- /� v optimum moisture content. All fill material to be approved by a geotechnical v i 1 I �o. ■ r / / // ///��/j// v ' , j / - / % T� z ■ , I 1 - ✓ - - //ll ///�/ /% v // v / / i " -� ■ ':,ll///�/ /f // / v / /i i WATER QUANTITY SUMMARY w ■ A\vIL.' { v/ - /// / /// / ////� / /�� / _� A engineer.Ageotechnicalengineeristobepresentduringconstructionofdams. ■ \yI / //� / //// / /,� ■ A ✓ // // /// // / / / /i��a VA ) I I ° // /// // / / //�� THE PROPOSED DEVELOPMENT OUTFACES IN (3) LOCATIONS IMMEDIATELY UPLAND OF VARIOUS EXISTING / D ■ ✓ - ♦ :: : ./ / / / // /!%i/ �// / v / / /�/ii/// _-v v z. Pipe and riserjoints are to be watertight within Stormwater managementfacilities. v� I �,a ■ I - �-: / / // //// / v / / / /�//// (� z POND #1 ,� , //// �// :< / ,� / /�/ / > //i m n r r wh h r n n �/ I ■ //// ,� / //j,-� - CHANNELS. PROPOSED WET PONDS WILL BE INSTALLED CAPTURING THE VAST MAJORITY OF THE NEW // _ ■ _ / , / / // //// / /v /AA / �� / // // / /� 3. Fortemporary sedl a tt aps o basins Ic are to be converted to permanent ma e t / / I ° ■ , ♦ / / //// / /. )AA / '�� / // -� �' RESIDENTIAL AREA. THESE FACILITIES WILL PROVIDE DETENTION TO MITIGATE THE IMPACTS FROM THE ® ■ :... _ �/ �' :/ // / / /// // / / / ' / / /////// // // / Stormwater mana ement facilities' conversion is notto take lace until the site is / �� o ■ POND #1 ]/ / / Q/ // / / / / / / /////// // o / o ■ / / /� / // /�/1 / /// 9 P ,r V� a ■ ♦♦ / /, // / /� / //7/ /� r �- • / / / 15 � / / // /// /////// / / MA70RITY OF THE PROPOSED DEVELOPMENT. CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH F � r. • ••� •�� �.,. // //// / //� / / /v // / //7�'% _f stabilized, and permission has been obtained from the County erosion control > ® ■ - ♦♦- ♦ � :-,, -. .., � //// //// /// // / /`/v / j // / / b' ■ ■• / / / //� / / / / / / / //'� - / , /// // ( i / I o • ,�/%" ♦ / i L, /, / ,/� / / / / // / / //�C // / , / IN 9 VAC 25-870-66 WILL BE MET WITH THE FINAL VSMP PLAN. PLEASE SEE THE FINAL VSMP PLAN & 0 o ♦♦ / ,� / /„ / , / � � / /r/ � /// /( ( inspector. / ® ■ =.>♦♦ j j j:;r." l r; " v .:. / '.� / / / j �j�//� /// � I ASSOCIATED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS. W I III/ ♦♦ / / ,/ // / r I . /' r /i l /� / / n / / J .> ■ ♦♦ �:�, EXISTING STREAM (TYP.) / // %// /I /// % �, %// � / //// — / / a ■ ♦♦ / / ✓' EXISTING STREAM (TYP.)' / / /� // /////////// //� A/ / /'—� \.' o ♦ �. /v / / i /i // / / i// - ■ ♦♦ _/, �� .), 4g(f�,,�/�//�//�/ (' i l / /� O/i// l/l , %/ /ice / , -POI LI ■ ♦ �:j Fr:/t i„ / // //// // / y /� , / ■ ♦ / // /i / //// 0/ • ♦ ! !%��//�' ///// //'� /v��//% //��/i/ III�J� /////%//////�i �S�//� POI#1 ♦ i,�/ /�//// ///7 /v/�/j��/�/ l�) ////%/// // i'�S�/ / Q n ■ O !/ < ��. / / //� /i i / / ��ll / i / /i - ♦ ��r/,/ / I //� /� i/iii/ /i �lll/l /�i// v J,�j PRodoseD LE L II /// / / // / // / - / /// "� // // ///%////// ♦ //�// / / - dLocAnoN o PosED � / / // / // / // / / / �i ♦ / / / ' x a♦♦♦ �' L E II ET POND - // / / / /// /// /// / / /� IIII - I _ � POND TO PROVIDE //� / / / / ///// /// /// \ / / / ll IIII l / v v . / \ - D rr •:•/r - / / / l / // /� - % / _ STORMWATER QUALITY // / / , /� / i" I �� D v •♦ F•v / / // / // /I / / / �' , .!. . r v� l /r- ✓ ��ii//, l /// 5// /�/////�lll 11 / _ / / l%l l l : /l //lI /- i i / // / / / / /�/ / / /� - // �.., = A- ../.../ •' / ,I%l, \ V / /// /�// ll / ��// l l l / i l l / .L. �: U .."QUAaTITY TREATMENT / // 11 I I \ / //�%�////%/// //�//,/ h�///�//////// / �- / / /�/' ' / D J\ \ -vv �;,': � /l l Iii, �)) v l A -/% / // ll /////x,/-/// Ill / //III I /l A !// :. ;I * / I/I II)'Ij 1 ✓<I 11 VA v \ �i%ii/i���/ll/l v %, //////Ill / //- - i I /ll/ '// l Z i \ v/�V� :a l �//III/ II! ! v vA ,.//////i"� '/ll // ///j / // l//� / l lll���I �I �' r �lllllll II !!1# \v v� ////���i/Ill l' ��� / // l //� l 111 I N \\\ v / l r...... .�. is �I I �4 fit. /i/i 1 // / / ///�/// / / -< / ll / '1 9:,';: �I I �4 }t \ v vv /// //i/ / �l 1 /� / / ///�/// �/ -< / //// //� i y / vv -r I i/!Ai if �fi v� u vvv v //�j / �/ '///l �� %� / / /i// II/ ev "v v v /i / / /// v /� �v ��� . 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OF 9" O \\ \\ �\ \ \\\ \ c \ \\\\\\\ \\\\\ \\\\\\\�;/�///1✓/// /' I V I / / /// /// 111 /III 11 I \ \ I .( ) II)I/ ) o °�°o� °°\\\\ \\� �\ \\\ \ o \\`,/;%—//%(11 �I llll1gl IIIII ////// ll 11 1 \ I,I J ))/////Illlll °�°e��0° \\\ \\�, �\ \\\\� \\\\\ —//% I llllgl/lull, ///l/l ll 11 1/l )11))///////)IIII - -� \ 'A °Ooo \ _�\\ \ \ \\ �� \ \\\ \\\\\\\\ \\�\ /i/� �/ I)I II II IIII //�/// // /////IIII l� IIIII /l l/ 1) /)// // /// // I// \'� \ \ °Oo°�\ ��\\ \�\\\\ �� \� \\\\ \\\\\\\ \\\� /i/�= %// I �I /2 / /// / 11 Il/l lI ) /// // / l l SHEET NO. n - \ \ -_\\ \ \ \ \\\ / /// / //J11 I -IIII/ �/ /IIII /I/IIII/ IIII// /// / / - °a \\\\ \\\\ \\\\ / II` /// ��// //�/////// / /// //////�/// // / ��\VA\ v �.v °o vv v, AAv -� A\�\�\\VAVAw��� /�%/%/�/�//l�I1j1�1\--��✓ //%//%/////�l/l�ll/�Al�ll�/�///////��//��/�/ J��VAV� 1 �� �v °°o vv'��VA� -� ��\\�\\��\VAVA ✓� /�/%��////��%/ II�\�--��/////////��/////�lll�lll��>�l/�/l/��/////�//�//�/ jJr t Conservation Plan Notes: PLANT SCHEDULE: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL MARKED WITH PAINT OR RIBBON SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY CANOPY TOTAL AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CANOPYTREES CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. ASL ACER SACCHARUM TEGACY' LEGACY SUGAR MAPLE 2-1/2" cal. 1 4 1 195 780 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION LOT'40 LAID ULMUSAMERICANA'PRINCETON' PRINCETON'ELM 2-1/2"cal. 4 397 1588LOT MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES � � �: \ " TO BE PRESERVED AND PROTECTED. 1QS IQUERCUS SHUMARDII ISHUMARD OAK 2-1/2" cal. 187 329 61523 \ / 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER UNDERSTORY TREES ,� '�� T'_- / -/ LOTu4u j MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. CC CERCIS CANADENSIS EASTERN REDBUD 61 1 12 124 1488 CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6' 1 4 124 496 °T,3a ^ 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES '� _ %' TO BE PRESERVED AND PROTECTED. JV JUNIPERUSVIRGINIANA EASTERN REDCEDAR 4-5'ht. 4 16 64 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6'1 7 113 791 W '� W - --\ LOT i ^ TREES TO BE PRESERVED AND PROTECTED. PT PINUSTAEDA LOBLOLLY PINE 45'ht. 3 207 621 �W _ 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS w w �, ll LOT,37 -' x BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY SHRUBS .w I l ENGINEERING DEPARTMENT. SHAMROCK' INKBERRY 24 min. 153 A ll °Tn` 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, IGS ILEX GLABRA'SlHAMROCK' t " - TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE JGO JUNIPERUSVIRGINIANA GREYOWL GREY OWL JUNIPER 24 min. 109 PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NAN DINA 24" min. 118 W ` .� OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL / \ "` "" �� � .'� / �-'' LOT147 ,. ^ C v + Fes- BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL PAT PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 24° min. 10 � V SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. — TOTAL 67351 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 LOT + THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. Lora3s �\ L+ems✓ ��� 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE <, w ,< + + + 0 4s PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON wii BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. - � 1 W 4 O CIS STREETTREE s i 1 / AL J _ ALONG ROAD - PROPOSED LIMITS OF CLEARING (TYP.) A ,,------1 C 0 LOT 151 � 1 LOT 99 LOTac 1 / 11 o T PROPOSED GREENWAY (TYP. �� T Long i' � LOT 98 11 1 II LOTe33 O / (2g) QS STREET TREE '-1 A / 1 _ _ - OTse / / --_II f �.. Lorca ` ,., l--s s �_r ALONG ROAD) /' Lor aoa a 1 1 A 30, l I I..j A 1, /:_ 'x w 9¢ 9z tititi w m w w w ` LOT 1 I-. LOT / (ISCOTT R. LLINSZLic. No. 035791 � 10/19/20�� 0 / ��`SSIONAL EGGS I / / ^ I / ^ I ^ � m ^ z W O / z O r \ U O N w z a Q x LU / O O ,~-, m / w z a �� 0 W v W w CC FORESTE (REPLANTED BUFFER �'i I _ / 1 I____ V __J /' LOT 94 //ice , x .:< - .: : i 4 l 1_ / / LOT-2 \�\ ..::. I, 111 lt. v� rl IL---_l l ! / / \ i \\ r� i .- 'I ): -- _ fh-._:.tom 1 l' 1 / i ��. ,� - �a / LOTi.. i 1 l ► N N W CD O N CNI � N CD I 1 L L CD N W (N � J W LLI p[ am __J U) Z LU z g a O z Q W 0- _ U ~ U � � I J Q � z l 3 t f i l If _. _. _. _ _.�,�. I -- OI W'I LOT aS 1 - /y T + 1 ` s1 / _ GUYED WITH 3 EQUALLY SPACED Q 1 ✓T - / �� I, _ - - - - TWISTED,#a2 GAUGE WIRE WITH HOSE 1' J LJJ �I_ I i - - - - - - --/ I / �/ s `" t \ AND TURNBUCKLES. LOOP H05E Source: Va. DSWC Plate 3.38-2 F� LOT 3x 1 - DO i - - ✓ / HT TREE , lb j / -/ r '\ < \ / - " - AS UND SHOWN, UNKFLAG ABOVE BRANCHES �y� 1 "' i - I-, l � ASSHOWN TAPE. REFER P z )mom �.. / * X ... __ - I li i _- _'_i*_ Ll dj � �� c-ai 1 f �'./ .- / ,'; / � _ -III -I_ COURVEY TAPE. REFERTO SPECS ID-401 H� _ III ,. , *7��I I FOR ADDITIONAL INFORMATION. LOT T C) 3 �.. // a / �:: T/� -- z LI AMENDED 501E MIX H1 L/ cap ��� �- + / LOT a6 \ ' / =mull Cowty afAlbemPeHe r_ .. / COMPACTED SUBGRADE LOT o I � ,.:i l � co�<�Lo<n�cn<aai.a T. n< teas o<Lam,<aP<em.. � m ' I, + / f Lor zs ,� : \/ planabwk wlR ZBe-ura97 mr,nmgme slzaneutiom) L f 3 l,(r •,i :. a !x s I I r-- ): �/f �. �' �/ ,\J r� - -'` LANDSCAPING NOTES: 1. Tho rolawasam„hall be,ho„o on he E!M W W LOT ¢ =l1 I ' I i ✓ Tree Planting and Staking Detail El ne®mb—ea; - ' / X °T=4 / 1. 1 LARGE STREETTREE PROVIDED EVERY 5o' OF STREET FRONTAGE. 9 9 ®Z / T-I _ . - \� _ _ z. STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTUR S Not To Scale ® L�aooa d" ' r -s 9 J'- c' ® (irilechm,Bee rmuiaug treewdh o.welh', �i I UAP TYP.) OT' (68) CIS STREET TREE AND 10 MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. o I 1 - x o-z mNnnd b and Nelimin ofcl<an LOTn l i :r',., rose " me <r os -ALONG ROAD G -s i STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINEDA A \ Loroz i 3 M-Easse {rs', --__; 1 t LOTao `> V `�. / MATURE HEIGHT�THE TOPPING OFTREES ISPROHIBITED. STREETTREES o u"ea'°b°'o"o""'ube'oa'"^;'nni'"m^bbo^mo'aF"'°'°mr"'ib'<'°e9"'P^""°P'- U �IGS (TYP.) - Lore I J I:. r X �;<yow, xsm wa, mo hm �sxo,mmimp<noe ®e a�.oroe by.cm,my,.e�nm. SHALL BE PRUNED MINIMALLY AND ONLYTO SUPPORTTHE OVERALL e. PrIs.Oamoocoar�oe< Z11LOT z. HEALTH OF THE PLANT. r�,rc.ervmaaa,lP,o sash m<more. malcerewewm wu ae mnh.<mt oe al<. LU y. STREET LOCATED WITHIN INTERSECTION SIGHT DISTANCE LOT zo '�� A, TREES UP TO Q' CAL. SHALL BE STAKED e. cows' IIOLrrrAw "eEls-es. �� 7 OT<r — / s �' / TRIANGLES SHALL BE PRUNED BETWEEN 2'AND7'ABOVEGROUND ASA WITH2-2'1HARDWOODSTAKES. a"Fo°rw^,Pm�L°eN� "eao,ae°re m, �d°iM,°a��i°^aY^m�F�,"e�ai^"eaP°^m°ram I TREES OF " CAL. OR LARGER SHALL BE lob<.a,.m. - - ,/r s Lo g CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE �j GUYED WITH3EQUALLY SPACED,TWISTED, s. so„am.No.oesto,m,.,t,.00reN.n.-hh, (TYP.)` ". -.� 1 # ----- �: I �6�'— — j /C PEDESTRIANS. ® SIrhd i«aahA1rO aeemara"eiamtob.srI Q TOTAL STREET FRONTAGE = 2 - - AND TURNBUCKLES. LOOP HOSE AROUND LOTae , / S Bt SB / TRUNK. FLAG WIRES WITH COURVEY TAPE. a. FIr- J /t LOT 69 - u • 4] Fi,a are�ol panunea witlw l�RA cllbednPlaecltree<m be vevM F REQUIRED STREET TREES: 186 (i TREE PER EVERY 50' OF STREET � � � REFER TO SPECIFICATIONS FOR C� {: 7. Taxis Marte,vls _ / TA _LOTa7 FRONTAGE) J' n �- � �_ + PRO J to ratio mal�„haun«bo,lo,m wua loo r�mrrm eapuna orv�mm�m. Y - BEAR I - � � ��/ FURTHER INFORMATION � Z C� ED �;' y v / PROPOSED 187 CN i ----- RIV PO ' ; s. ILIT�W.n<a,: (49' NOTE: OF STREET FRONTAGE ALONG BEAR CAVE DR ^ ^ BLII l -s' V 3t377 d \ �� 0 Tamrob<,Nmiwntlau dO reel ofa Pmpo,<abmlmngor®adult actinty ,ball b<P�by lmnng. /W) < i One 3 FORE EPLAN i a F re plucemW,hullb P a PPm r <er mn Pow m,.,amon. -�� _ �� HOSE 9 STED/R �� TED BUFFER REQUIRED STREET 68 � �a aha" m em, at awe vNb a� nor mN tbe,meawllwth P ofeaee to bmavN, etree well shell p, dNerd ac®.vtrucam, Jeetml a PROPOSED STREET �� p � GuvwlREswITHRUBBERHos rm<wak Tt ` W NO _ _ TURNBUCKLES x/ UP TREE ®w:,n, me gmmalwel mus eaa live be on � NOTE: a,2y5' OF STREET FRONTAGE ALONG TALEN LN 3 seas"<aroeaPP,m.al. W� O LOT=4 , '' REQUIRED STREET TREES:25 x"zY'HARDWOOD STAKES, ALIGN la. Icr, WAr, U .. 1 F PROPOSED STREET TREES: 2S ® TOP OF STAKES ri w LL F 1 aubmiaearo,aPP,oa. y U I� L.LJ NOTE: i o' OF STREET FRONTAGE ALONG COOPER STREET MULCH SAUCER w LANDSCAPING CALCS: J4 — IV O BLOCK I8 36.55 AC REQUIRED STREET TREES: 35 /^ \ O�� I AMENDED SOIL MIX a Ier. rAl a w caw n &. hat ad,o rsV.e_Im era-1IOa feeme.001, B a (O LOTz LOTS !I - , 1 3 � / PROPOSED STREET TREES: 35 „l ��� I l wiaalarge Ices ehal le mvaieoglao m,a aa,.o wha,h,amaaPaeaaa, ,,army va,eaas will aswy r:aormo,a. / LOT4 / / BUFFERGREENWAY - .27 AC 7 REQUIRED STREET TREES: 29 CIF-1 III—T u. o.mamar,«., 4d , rr 1 `oT' `°Ts J / TOTAL: 28.52AC 1 11=Tk 182150 PROPOSED STREET 29 � -- ®oemas<a «atoll b<ew<aamodiamlr hrP,w,ass,h,aa�ao„m<m<,m<lboa.,«o,o,,,<sambr o„e<.P<aw.c 3� CUT AND REMOVE BURLAP FROM TOP NOTE:2,03TOF STREET FRONTAGE ALONG WESLEYAN WAY 7I_ �I� ;OF BALL ASSHOWN N°TEa1,57 UEVELOPEasR6POrvslW vTOUIREMET HTHE CONTRACTOR on TREE CONSERVATION SCALE l l l l _ 1 III�I REQUIREMENTS. REQUIRED _ _ - - - // TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 28.52AC REQUIRED STREET TREES: zi — — SCARIFY SUBSOIL TO 4' MIN. DEPTH '• _--- — III III— III=u u— r REQUIRED LANDSCAPING: i5°hOF28.5zAC=y.28AC PROPOSED STREET -11 COMPACTED SUBGRADE 7/27/2) 1 —60 / NOTE: 41T OF STREET FRONTAGE ALONG RANGER CT =111IF owrvenslcry Tore MATE) SHEET NO. T EXISTING TREE CANOPY OUTSIDE OF GREENWAYTO REMAIN:140,484 SF= 3.22 AC REQUIRED STREET TREES: 9 \ / P TRACr IIRCRASER SIGNATURE TIAT.) PROPOSED LANDSCAPING: 67,352 5F = 2.55 AC PROPOSED STREET TREES: 9 Evergreen Tree PlantingDetail C"Ruwh»=tal= PROPOSED GREENWAY Not To scale 5 / / / / TOTAL: 4.77 AC