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HomeMy WebLinkAboutSDP202200058 Plan - Submittal (First) 2022-09-27GENERAL NOTES OWNERS: TMP 04600-oo-oo-oi8A2 CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oi8A2 D.B. 558o, PG. 415 INST.#:zoz1oo01z953 24-976 ACRES (NOTE: PROJECT ACREAGE DOES NOT INCLUDE THE GREENWAY & BUFFER ACREAGE LOCATED ON TMP 46-igBg. THIS ACREAGE IS PART OF THE OVERALL GREENSPACE FOR BLOCK 16&17, BUT HAS BEEN REMOVED FROM TMP 46-18A2.) OWNER OF TMP46-i9Bg IS BROOKHILL MASTER ASSOCIATION INC. AND TOTAL ACREAGE OF TMP46-igBg WITHIN LIMITS OF BLOCKS 16/171S 5.16 ACRES. ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT, WHICH INCLUDES THE APPROVAL OF VARIATIONS #4 & #5, APPROVED ON MAY zo, zozz. ENTRANCE CORRIDOR OVERLAY (EQ, 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 DISTRICT (FH). THE SO WAS APPROVED ON NOVEMBER 9, 2oi6 BY BOS WITH CONDITIONS. BLOCK CLASSIFICATION: NEIGHBORHOOD DENSITY RESIDENTIAL BLOCK TYPE FOR BLOCKS 16 & 17 TOTAL PROJECT AREA: 04600-oo-oo-01BA2 - 24.976 AC. BLOCK 16 - io.612 AC BLOCK 17-14.364 AC TOTAL = 24.976 AC PROPOSED USE: 134 TOTAL UNITS (53 SFD UNITS, 28 SFA VILLA UNITS, & 53 TOWNHOUSE UNITS) (THIS SITE PLAN IS FOR THE 28 SFA UNITS AND 53 TOWNHOUSE UNITS ONLY) ALLOWABLE DENSITY: BLOCK 16: i9 UNITS (MIN.) TO 58 UNITS (MAX.) BLOCK 17: 31 UNITS (MIN.) TO 94 UNITS (MAX.) PROPOSED DENSITY: BLOCK 16: 57 UNITS (12 VILLA UNITS, zo TH UNITS, & 25 SFD UNITS) - 5.37 DUA BLOCK i7: 77 UNITS (16 VILLA UNITS, 33 TH UNITS, & 28 SFD UNITS) - 5.36 DUA OVERALL BLOCK 16 & 17 DENSITY: 134 UNITS / z4.976 ACRES = 5.365 DUA GREEN SPACE REQUIRED: Bib Biz TOTAL BLOCK 16 & 17 GREEN SPACE REQUIRED: 10.4 ACRES VICINITY K SCALE: 1" = iI � � v z� BROOKHILL BLOCKS 16 & 17_ q Q O SCOTT R. LINS� CVpO L� Lic. No. 035791� 12 ��o��s'9 90NALz E�Ol,�4 SITE FINAL SITE PLAN jN� �� RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 1 0° ROJECTBOUNDARY �- I o 1 1ot OPEN �� ' \ FUTURE ROAD EXTENSION sPACE N OF PLA ) -\\ / . �-`..- " (UNDER DIFFERENT SET I � ( NS i\ I 1 0 _. ® Lob / I �� _ I QO OO LOT _ L'o's R po v/ v �., / i� QO QO / LOT 12, OO 0 OO o I 0 i LOT \ / Loa 0 �� ' LOT LOT / ®O � � j„, Q " ./ l / � �,-,-i � ' � LOT po _ i .� T' LOT \ i +nn / 1O o 034 ILOT BLOCK 16 ._-- LOT / �\ GREEN SPACE PROVIDED: \ _ _ T \\ Oo� OOO .� - " W // `' nOo�- o �- / A ® I o ® �� / / LOT s ! 1O , i ,` i . ' r Bib / _ TOTAL BLOCK 16 & 17 GREEN SPACE PROVIDED: 1o.96 ACRES (/ OPEN / ��9 ` LOT li (NOTE: GREENWAY ACREAGE ON BLOCK 16/17& BUFFER ACREAGE ON BLOCK 17 / \\ Oo® I ����' PACE`~- � ARE LOCATED ON TMP46-i9B9 AND NOT PART OF THE OVERALL BLOCK 16 & 17 TOTAL ACREAGE. TOTAL ACREAGE ON TMP 46-i9Bg = 5.16 ACRES) / 0 / : 1 1 LOT LOT TOTAL BLOCK 16 & 17 GREEN SPACE LOCATED ON TMP 46-i8A2 = 5.8o ACRES / o 1 ® 1 "e , \ BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT&MAXIMUM -3 STORIES/4o FEET\ \ / OO o, / O LOT LOT LOT / P MAX. HEIGHT TO ROOF TOP- 8FEET & P MAX. HEIGHT TO EAVE-z 8" i� i6� / I O 1 "` �4 LOT-7 41, BUILDING FOOTPRINT: MAXIMUM BUILDING FOOTPRINT =io,000 SF. \\ 6� /// 00 1 OPEN \'�� \„ LOT \ !.% �COJ i o0 / SPACE •/' t� , ` a �� Lwa u v SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5 TO BLOCK 19 �0 LOT LOT FRONT SETBACK: 8' MIN. & z5' MAX. = i�0 1 / ai �� C / � LOT �' '� LOT PORCH SETBACK: 5' MIN & 25' MAX. ,.., 0 //� // \ ' 's SIDE SETBACK: 5' MIN & NO MAX. \ r 0 // / 00 `` LOT \ ` LOT SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. A l�` / ® i� / REAR SETBACK: W MIN. & NO MAX. \\ / / ® / / p / \ LOT \ L .% - '• �; Lor L eT 0 GARAGE SETBACKS: 18'MIN. po® I �T OO�,. _,i'-� �kq °O / ®_T L 6T / i `� O EN x LOT SUBDIVISION STREETS: CURB &GUTTER 0''®QO OO o 0(/"-) / LOT I -. SPACEE LOT LO es / 0 / '.� �', LOT `\�/ WATERSHED: PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF / ®� / '� QO F.. THE SOUTH FORK RIVANNA RIVER / ®\'� './ > !, �.,� //,-� / - / BLOCK 17] RL, ' - ® / (] .� LOT LOT i LOT /' o AGRICULTURAL/FORESTAL DISTRICT: NONE "� TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL / ® / C..: ® / � ��.:� LOT � i LOT I LOT LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY / l� O LOT �� s xs LOT 'L\. L. I/ LOT V ✓ % �J9 LINCOLN SURVEYING ON MARCH 7, zo15. FIELD VERIFIED BY COLLINS q/ � / ) ! � Oo ' \ ' 'T// LOT ENGINEERING IN SEPTEMBER OF2020. / J' f O y 39 - \ Lo LOT / LOT /"\� �" s Lor DATUM: NAVD 1988 / //f 00°if f �w zg \ a r( < , /�/ � ' EXISTING VEGETATION. MOSTLY WOODED, SEE EXISTING CONDITIONS & LANDSCAPING PLAN. QO l _ // 0 \.. / LOT QDD 3 LOT LOT '� \ `, PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS / � ( \ J O /� _ � , 33 r, OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. O - po i _ o LOT /. f Ia�"'� OPEN ���� 0 ( LIGHTING: NO SITE LIGHTING IS PROPOSED. ANY PORCH/POST LIGHTS SHALL BE LESS THAN � --� T ! / LOT / SPACE 3,000 LUMENS. FUTURE SITE LIGHTING WILL REQUIRE A SITE PLAN AMENDMENT. ® 1( If PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (i) PHASE OR A TOTAL OF o0 -�' ®�®/ ` 1 LOT (z) SEPARATE PHASES. ® /� �� 0 s / �� RECREATION: EASTERN PARK - CIVIC SPACE #31S REQUIRED WITHIN BLOCKS 16, 17, AND/OR 18. O /// 000 ... '` --. ___- or ``` LOT PORTIONSBLOCK O INCLUDES A MEETING AREA& FF THE EASTERN PARK FIENT ARE IREPT,, A TOT LOT AREA(5040 SFF),& OSED WITHIN BLOCK AN OPEN RECREATIONAL GRASS AREA. THE TOTAL RECREATIONAL AREA WITHIN17. LOT BLOCK 17 IS 23,900 SF. AN ADDITIONAL RECREATIONAL AREA WITH ANOTHER LOT AND A GRASS RECREATIONAL FIELD WILL BE PROVIDED WITHIN BLOCK 18. // F LOT % PARKING: PARKING REQUIRED: I ) � � TWO (z) OFF-STREET PARKING SPACES FOR EACH DWELLING UNIT (134 UNITSxz : . I f ;� 1 4r.111 `�--- SPACES) + ONE (1)ON-STREET PARKING SPACE 14 SFA UNITS ` %C;' QTJ LOT L� /� `� LOT '/ J `���- TOTAL REQUIRED SPACES - 1 UNITS x z + 81 UNITS -(34 ) ( /4)= z895PACE5 �._ - o PARKING PROVIDED: :�/ Oo TWO (z) OFF-STREET PARKING SPACES FOR EACH DWELLING UNIT (268 SPACES) Oo r '� LOT FORTY-TWO (4z)ON-STREET PARKING SPACES PROVIDED ALONG ROADWAYS - % Oo \ LOT < \ LOT TOTAL PROPOSED SPACES =(z68 SPACES) +(4z SPACES) =310 SPACES ` If 0 \C\ LOT \ (NOTE: ON PARKING WILL NOT BE STRIPED PARKING SPACES) `./ OO OPENS s `, / j -' - _ - v BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS SPACE /- / �/' �- / ,/ // /:-'�. - --.-: �\�, OF SECTION 4.2.1 OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF PROJECT AREA. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY4, zo05. IN ADDITION, A DAM BREACH INUNDATION ZONE / ``'OeQ OO EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL \ otirFO DAM LOCATED UPSTREAM OF THE PROPERTY. osFo FFo 00 AOFLFFTFp CJ O o / 3o' NATURAL BUFFER ALONG I I \ LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED WITH THIS FINAL SITE PLAN IN 'OO, T Fq O° / T PROPERTY's PERIMETER ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 3z.7.9. STREET r.�Gq / / ` TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET °sq y'c�Uiy / TREES EVERY 5o'ALONG THE ROADWAYS. A`ve ��o q���� ROJECTBOUNDARY- 1) LAND AREAS: OPEN SPACE: 5.804 ACRES (23.24%) 0 0 LOTS: i1.7o8 ACRES (46.88%) ' ROW DEDICATION: 7.464 ACRES (29.88%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALKS: 245,725 sf BUILDINGS, WALKWAYS & PATIOS / DECKS: 176,690 sf NOTES: DRIVEWAYS: 45,600sf 1. HALSEY AVENUE HAS BEEN DESIGNED TO THE "FIGURE 9: CONNECTOR TOTAL IMPERVIOUS AREAS: 468,oi5 sf (10.74 ac.) ROAD - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENT. SEE SHEET 14 RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & FOR ROAD CROSS SECTION DETAIL. DRAINAGE PLAN FOR WALL LOCATIONS. z. SABLEWOOD DRIVE, LACONIA LANE, MARCELLA STREET, AND MARCELLA TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. COURT HAVE BEEN DESIGNED TO THE "NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 UTILITIES: ALBEMARLE COUNTY WATER & SEWER OF THE ZMA201500007 CODE OF DEVELOPMENT. SEE SHEET 14 FOR ROAD CROSS SECTION DETAIL. AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEESHEETIA. CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE 0 1.8 ACRES 1. ACRES o.o ACRES .1 ACRES o ACRES .B ACRES o.z ACRES ACRES CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE 0 1. ACRES 1.6 ACRES 1.o ACRES .6 ACRES 0�55 3.o6 ACRES z.56 ACRES o.15 ACRES 6.3z ACRES I SHEET LAYOUT SCALE: 1" = 100' APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING E911SERVICES ENGINEERING INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) RIVANNA WATER AND SEWER AUTHORITY (RWSA) Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS iB PROFFERS 2 OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 LAYOUTPLAN 8 UTILITY PLAN 9 UTILITY PLAN so UTILITY PLAN 11 GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 13 GRADING & DRAINAGE PLAN 14 NOTES & DETAILS i5 UTILITY NOTES & DETAILS 16 LANDSCAPING PLAN 17 LANDSCAPING PLAN 18 ROAD & WATERLINE PROFILES 19 ROAD & WATERLINE PROFILES zo ROAD & WATERLINE PROFILES zl ROAD & WATERLINE PROFILES zz SANITARY SEWER PROFILES 23 SANITARY SEWER PROFILES 24 SANITARY SEWER PROFILES 2S STORM SEWER PROFILES 26 STORM SEWER PROFILES 27 STORM SEWER PROFILES 28 STORM SEWER PROFILES 29 DRAINAGE MAP 30 DRAINAGE CALCULATIONS 31 DRAINAGE CALCULATIONS J U) cn O LU a m � � � 0 (n z z 0 3 g a O U) J "' a z cc z O Ln z 0 V) LU N rq N N w o 0 N N 0 0 Z 0 H W 0 L� m r- U M s N � o m J 3 � ' ^ o 0 n N O w LU n > a W N N U) o Q J 33 TOTAL SHEETS W i Q LEGEND J EDGE OF PAVEMENT ~� CURB J_ PROPOSED ASPHALT PAVEMENT -'J EXIRNG EGE ATII/E% ANDSCAPE BUFFER > - - - - - - - - - - - GREENWAY BUFFER w °n - - - PROPOSED EASEMENT Q DROP INLET &STRUCTURE N0. c O L9 T� 0 ® DRAINAGE PIPE cl� BENCH MARK LLJ 3 VDOT STANDARD STOP SIGN Q PROPOSED HANDICAP PARKING SPACE , ^ � O a cc PROPOSED ASPHALT STRIPING = U --------- 200- EXISANG CONTOUR (� �--� o zoo PROPOSED CONTOUR n 506.71 EP PROPOSED SPOT ELEVATION W TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX W ° s06.77 TW 21 eW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL O E BW DENOTES BOTTOM OF WALL (n � ° PRESERVED STEEP SLOPES 0 MANAGED STEEP SLOPES Z 0 PEDESTRIAN AND VEHICLE ACCESS U J w z Z PROPOSED CONCRETE � J �' z PROPOSED & EXISTING GUARDRAIL H- w PROPOSED FENCE � T z 0 0 0 0 100 YR. FLOODPLAIN o BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. LLI `o WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS O > REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. ACCESSIBLE PARKING ACCESS ISLES, AND ACCESSIBLE ROUTE BE INSTALLED IN �/ nn// L.L O n z. SPACES, SHALL 0 ACCORDANCE WITH ICC ANSI A117.1-o9 AND THE 2015 VIRGINIA CONSTRUCTION CODE. Q �/ LL n 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE / 1� (3 o >- MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE O x BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES O T U HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OFTHE NEXT (�J m UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATERCl VALVE. o 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT w o OVERSIDEWALKS. J y 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY F F- c PERFORMED IN ORDERTO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE LU � °J E REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR w 3 THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 a v=i -°0 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE JOB NO. ACSA PERFORMS ANY TESTING AND INSPECTIONS OFTHE PUBLIC SEWER AND WATER MAIN(S). 182150 .o THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OFTHE BUILDING DRAIN, WATER SERVICE PIPE AND o SCALE THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED 1 "=100' -O IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS c INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE SHEET NO. n METERS)/BUILDING(S). m 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BYTHE ALBEMARLE 1 COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-DO-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019134 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, 04600-00-00-019133, and 04600-00-00-019B4; 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 04600-00-00-0I8DO. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookbill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookli ll Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations 41 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the sane definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle CountyZoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 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 to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to for sale units, rental units, accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below[ shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit the P uP Y aPP g County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser dune the one hundred twee 120 day period, the Owner shall have theright q P e twenty ) 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 permit ("Permit") for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (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 confines 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 salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be P ty >p 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 (50`s) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, banding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent 0 for each For -Rent Affordable HousingUnit may be increased u to three percent 3/0 . Y P P ( ) For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes fast (the "Affordable Term"). .. Conveyance of Interest. All deeds conveying an interest m the For -Rent Affordable () Y N 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 Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for 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 Management. The Owner shall establish Construction Entrances to the Property in locations as approved b the County and VDOT as art of the Erosion and Sediment P Y PP Y ty P Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI" ). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSU2016 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, (collectively referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be $28,336,662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (I't) CO issued for a dwelling within the Project, 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 elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled `Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements. Generally_ The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1 at) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails. Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project 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 1COTT/R. COLLIN' Lie. No. 035791 !, 08/08/22 J a O r f a m in O z Z LU L 0 o g z w o I m V/ it z N LL W ce N N w N 0 0 m 0 0 r M Z M N ® cM N O WN N W > LJJ ZJ J_ C/) LJJ 0 1 Of U W' Y LU U) Ul LU ZLU � araara� (n Lu JIr. O 0 O N z Q J UJ I� Q z I� LL_ T� `C6 U) Sz U 0 co J 1— 4 2 O O 0/ �. W LU LL. LL. Q JOB NO. 182150 SCALE N/A SHEET NO. IA -1F,= y PHASE II INTERSECTION IMPROVEMENTS H 19 ImrKUVtmtNl A 3 1 f _ PHASE 11R ROA DWAY WAY IMI�OVEMEN TS PHASE INTERSECTION IMPROVEMENTS ♦ �A O IMPROVEMEMENTS , 4 AOPHASE ROADWA YIMPROVEMENTS e e V PHASE IV INTERSECTION IMPROVEMENTS �, POIOGRgMt6 ROAD / _ 2 98� PHASE I INTERSECTION PHASE IV ADWAY / / I BROOKHILLTRAFFIC PHASING PLAN ASyh0, \ y., 0 . e 1 PROPOSED PEDESTRM CROSS -WALK MFSTNGTREEAREA TRAILWAY CO CTpp TO -- CONCRETE WAL 0- a PRO OP`g`qM 1 PATHIAYCO.NIBE / PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONx • CONSTRURU)NEWWESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WHH TJS' OF STORAGE • EXTEN D WESTBOUND RIGHT -TURN LANE ON POLD GROUNDS ROAD FROM So' OF STORAGETO zoo' OF STORAGE • CONVERT RIO MILLS ROAD TO A RIGHT IN/RIGHT-OUT OPERATION. INTERSECnON2 • CONSTRUCTASOUTHBOUND ROADWAY PRO VIDING HT LANE. RN AND s RWHT-TURN (I LANE. • L-MU CONSTRUCT EASTBOUND LANE ON POLO GROUNDS ROAD WRHxSo FEETOF STORAGE INTERSECTION 9 • CONSMUCTA RIGHT4N/RIGHT-OU ROADWAY ENTRANC ETO ROUTERS • URANORTH BOUND RIGH TURNL TURN LANEON US xB WITH xoo' OF STORAGE. ROADWAY TO PROVIDE (O LEFT TURN LANE 4(x) RIGHT -TURN LANE RESTRIPE PAINTED MEDIAN TO PROVIDE WESTBOUND LEFT -TURN LANE ON ASHWOOD BOULEVARD WITH coo' OF STORAGE. RMRIPE EASTBOUND ASHWOOD BOULEVARD APPROAOI TO PROWD (.) RIGHT -TURN LANE SEIVINTERSECTION tOVEMENTS :RSECTION S CONSTRURSOUTHBOUND ROADWAY TO PROVIDE(,) LEFT - TURN LANE AND (s) RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WITH and OF STORAGE WITNESS the following signature: OWNERS of� Tax Map Parcel 04600-00--00-018AO: e/ By: "rl /4 CHARLES R. HA GH By. BFTH ANNN OGLE—I19UG Date: 7 g' / zz.0 / 9 OWNERS of Tax Map Parcel 04600-00-00-01800: CHARLES R. 17USTEE UST By: DOUGLAS B.O M BY, TRUSTEE Date: S— 13-/`j 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 04� Ann O. Haugh, Its President Date: W-Vy 8, 2.01 9 Page 9 of 10 NOTE POLOGROUNDS ROADWAY AND LANECONNGURATI FINAL IESIGNISEXHIBfflSFOelUUSTPATIVEMRPOSESOI AMD LANE CONFIGURATIONS OF POLO ROU ROADWAY IMPROVEMENTSWILL BEIN ACCORDANCEWITH APPROVED TRAFFIC IMPARANALYSIS AND FINAL APPROVI CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMENT - PROPOSED SALAMANDER V - CROSSING(3 TOTAL) \ \ \ 2'INVERTED RETAINING WALL HEATS WALL SYSTEM _6ND CULVERT SALAMANDER TUNNEL I AS r. THI IS E BOAC FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT O o � 6 V J O O " r / PROPOSED 6D• ACRE HIGHSCHOOL rl-, SITE :➢ .,: e TMP46-M HORNELAND YO ,� CORPORATION QO � ,tct tt. y � Q' Q\ TMP46_01) CRAFTON I CORPORATION I: PROPOSED7ACRE ELEMENTARY SCHOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018130: HORNE LAND CORPORATION, a Virginia corporation By: Q.w..'r v- i'{a?.rr�. %�/1lLA., d . ,& Am 0. Haugh, Its President Date: 0" �s'f' 7. 'i.01 9 OWNER of Tax Map Parcel 04600.00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: C?_4, C. " Rzos.,G�L— Ann 0. Haugh, Its Presidents%- ---- Date: Plky 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-OISAO, 04600-00-00-01800, 04600.00.00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS,the application to amend the roffers 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 1, 04600-00-00-019A2, 04600-00-00-019B 1, 04600-00-00-019133, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and 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 PP 1 road Specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road • P P Connection onlyif VDOT does not do so to reduce the value of the credit for in -kind contributions that are available • to the developer, and to reduce the acreage of the hi school or institutional use site that the developer is re uirsd 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 , ty P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 2018-4 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 8. g § 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. •R! 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, 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. per, 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 04600-00-00-019B1: BROOKKT$„L APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Ta— By: An cGinty, Its President Date: BROOKHILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend apemen Inc. Manager By: Alm R. Taylor, is President Date: Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County oMillsRoad to the newincluded a connection from Rio Mill h Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; n p y p t, and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS the Commonwealth Transportation Board approved the remainder of funding I 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 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. 1 Clerk, Board of Counto4pervisors Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y_ _ Ms. McKeel Y Ms. Palmer Y_ Mr. Randolph Y iCOTT/R. COLLIN' Lie. No. 035791 08/08/22 N N W r4 N Q Do 0 O W CO 0 VJ r co M Z �N} V t® M LL N C:) WN N W > LU ZJ > W L90 01-0 z� WLU Y Ul VJ LU Z� N/ JUj J00-0 V ® O N LU F_ F__4 V / LL TI U) 06 wLL LL LL TI � O m rJrj� r1 O co H w 0 _ CI (n JOB NO. 182150 SCALE N/A SHEET NO. 1B ,TH pF� O SCOTT R. LLINSZ c u1 U Lle. No. 035791 / PROPOSED TRAILHEAD ACCESS AREA - r Odpg UL ,�03 T �Rb �, . , v PROPOSEDASHWOODBOULEVARDCONNECTION / THOR N UFFER. SEE PROFFERS AND CODE OFDEVELOPMENT7- •^ �� Py .. Z Z Ono vo/vo/22 SSIONAL �4 ,. \\� ., W z 'S- PROVIDE PARKING, AN INFORMATION KIOSK, OR MORE INFORMATION ON REQUIRED BUFFER / Y ...�....,- AND A PEDESTRIAN ROAD CROSSING TO '�Jy ~ ✓ C J E •1,,,.. PO LL ry m w g ACCESS THE MULTI -USE T RAILWA / \u ,: f c O �c J 90 ASFfwo \\\ - W¢ > Ix a , \ I I G J q W W o f W �o Lt NEIGHBORHOOD J � � Z C Q P SITE W� IMPROVEMENT .4 B511 ^ 1' O s P w SWM FACILITY #3 COUNTY OF ' cS .i 3o'MIN.NATURALBUFFER EMARLE cz u ROPOSED PRIMITIVE TRAIL WITH � 'J ' - - < C ) ) � I � R70y7j RO 4S q0 U ° � U .4 Z " ,J Z W CONNECTION TO FOREST LAKES lb II PROPOSED B I I \ O ALBEMARLE COUNTY RESERVED STEEP SLOPE SROAO J I- PRIMITIVE BLOCK 1 ' yr O ' - QI O o ^ Z u _/ U U) TRAILWAY II (TYP.) .� - :O. o 2000' ,�„ V ° W o z g \ --r--•,, 1 I TRAILS (TYP.) o VICINITY MAP: SCALE: 1" = .r O z a GENERAL NOTES _ DEVELOPMENT 1 B AN COU_R_ T z AREA (TYP.) - w� O Z �< o in m OWNERS: TMPo 600-00-oo-oi8oa TMP 04600-00-00-0i8Ao >LU --I a HAUGH CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. � z LL S SR 435 PARK ST z575 SEMINOLE TRAIL > T.M. 46 -18B ,, C CP // pl / .. D - -- - i CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22902 15 HORNE LAND CORPORATION _ 7 OPEN \ O TW MP o4600-oo-oo-oigoo N CROCKETTCORPORATION ----- " ,- SPACE ,% (TYP.) - � O 10 HAUGH&HELVIN 435 PARK ST z O to CHARLOTTESVILLE, VA zagoa C9 C9In a '� BLOCK 12 '' O PROPOSED CIVIC SPACE- _ rt'P \ -� EASTERN POCKET PARK ) '1'' 1 Q DEVELOPER: RIVERBEND DEVELOPMENT, INC. z z z z E BLOCK 10 - .°i BLOCK 1!} EXISTING ioo-YEAR ') , =<'i ' F ( (LOCATION TO BE DETERMINED O � � WITH FINAL DEVELOPMENT PLAN) - ❑ 4555ECOND STREET SE, SUITE Goo CHARLOTTESVILLE, VA 2a903 O N w w O N w w O U l7 z _ FEMA FLOODPLAIN(TYP.) - O � O F_ � z - - PROPOSED VEHICULAR it \� INTERCONNECTION ACCESS ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE Ui Z z J z O O 5 a __"- PROS RIMITIVE• \ TO THE MONTGOMERY CHARLOTTESVILLE, VA as oa 9 O g m w O N \ \ - TRAI WAY \ o' MIN. NATURAL BUFFER U m a z z z a w o ROUTE zg �\ IMPROVEMENT \ 1 ; \ ' o 't /i i /- - RIDGE NEIGHBORHOOD o `/ TAX MAP & ZONING: o4600-00-oo-oi800 o4600-00-oo-oiBAo o4600-00-oo-oigoo D.B. 73i, PG. Ego D.B. i333. PG. 45o D.B. 73i, PG. Ego I-r u In w S S z m z F 0 0 PATHWAY �', ` - �- � .; ,, Z;`. \ ,. _. OPEN �% .. ROPOSED CIVIC SPACE l� _ +, / SPACE (TMP') ' ;� _ ALBEMARLE COUNTY MANAGED STEEP SLOPE R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL P•ti o J ¢ O U O U w g O m o ROUTE 9 -'' / ,. BLOCK it GREENWAYNN `• (TYP.) +°`° "•e ) ` ^,., �''' .� °e (TYP.) (2V D \ P O� TOTAL PROJECT AREA o4600-00-oo-oi800 _ 4z55AC o4600-oo-oo-oi8Ao 27.29 AC. a z g s z g z IMPROVEMENT I' "' =-��" _ "�+ ��a, G may.. •\GREENWAY O O J'C BLOCK 18 DER o 600-oo-oo-oi oo - 207.66AC. 4 9 a 0 d o O SWMFACILITY #z I I� GREENWAY .. ' �. _ °._ --/, �" �' (TYP.) + \ UP > `E� / V O a oACTOTAL n"5 w w u / PROPOSED 50' BUFFER, RKD / • �` / 1 �`'- '°. \ l F i Ca \.P'NG�\. PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT it cc Tii w z AROUND VDOT STORMWATER- MANAGEMENT POND ) - a:. ' �- \ EXISTING ARCHAIC WOODLAND ..h •`, \ { , •,e '�. \ `` , ; -` CAMPSITE AREA TO BE PRESERVED \CIE M DEVELOPMENT !, AREA (TYP.) ;\ O TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY zoi z g L9 + ,'' . r J ` BLOCK I6 O .. / �.� BOUNDARY INFORMATION WAS COMPILED BY LINCOLN H ioi SURVEYING ON MARC 7, 5 )s s� a*•°. _ �� g;'�`\ / . � C'7 O %�"Q °- --,7. \� �.A eo EXISTING ioo-YEAR / DATUM: NAVD ig88 C� Z �y \\ _ k.. AMBUFFE ''-0 65,a ""' ``: ^• O CV e,o, s - ,\ n FLOODPLAIN (TYP.) .°°o UTILITIES: COUNTY WATER AND SEWER BLOCK Q [ FLOODPLAIN: THERE S A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD .. (y•� J PROPOSED RIGHT IN -RIGHT OUT Qm 4 z \ ", ; ! BLOCK 4 \ _ / _ r DATED FEBRUARY 4, zoo5. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF w INTERSECTION IMPROVEMENTS. �w Q SEEBROOKHILLTIAREPORT O> � L"��'7 "' J _ "" , \ J TRAFFIC CIRCLE/ROUNDABOUT MAY ALBEMARLE COUNTY `'. ►� O THE PROPERTY. 0 0 0 0 0 o FOR FURTHERDETA135: 0`• MAIN STREET ., BE CONSTRUCTED AT THE �� PRESERVED STEEP SLOPE �. ^-'••,,,,...,.,-, f MONTGOMERYRIDGE U••� BLOCKS NOTES: CV Vi E BOULEVARD ENTRANCE INTERSECTIONOFMAIN STREET AND (TYP.) THE NORTH/SOUTH CONNECTOR ROAD (BLOCK J 3 �'�. NEIGHBORHOOD / 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. O G) Z OPEN f a. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE 7 W Q t { DETERMINED WITH THE SITE PLAN PROCESS. Z (V J _/ (TYP.SPACE) I OPEN r SPACE ,ly$� ' .��' Y/ V 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH I ` I ( (TYP.) BLOCK1 ' I �4 '$�/ }-'' "�' O ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE � Ci I EXISTING ioo-YEAR PROPOSED ' ���/// OR FOREST LAKES. L1 w % I FLOODPLAIN (TYP.) RIMITIVE �) ,,�' ti� A - S. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI z T.M. 46 - 18D _ _ ° TRAILWAY I �� O� Q J V) CRAFTON CORPORATION :': . ( �, ;; I BLOCK y °3 DEVELOPMENTAREA %O G �QP THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN- 7 L J ~� Q BOUNDARY(TYP.) `/ (L\Q D 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND LLJ \ U '- PROPOSED NEIGHBORHOOD CENTER I •� (LOCATION TO BE DETERMINED I e ;. IMITS OF PROPOSED REZONING D 18.4.12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE L I J P a WITH FINAL DEVELOPMENT PLAN.) -L _ _ _ _ _ _ _, _ _ _ _ _ _ ^� e B LOCK 17 �• ^ m /` PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE AMP Q { SV �I LI•I J Q • ' s J- r '-I ` - ' �•, 5C__1RtD0OKHI ' // 1 �/ l y/ `--./ INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Z � Z � O T� LU PROPOSED ioo' BUFFER ALONG RT. ag NATURAL LANDSCAPE BUFFER - BLOCK 4 iACRE HISTORIC � � `` <� �� SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN W I— < (,/) J 7o' &3o'LANDSCAPEBUFFER LLPARCEL BLOCKS mot_ BLOCKS °e ,i... ,7�,., J' ',�,!J ((('''���\--'� O ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENT FORADESCRIPTIONOFTHE 5 =, .-a �' o ALBEMARLE COUNTY `/ ' ' /S ( AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA- L� Q NOTE: A PROPOSED MULTI -USE PATH ' APPROXIMATE LOCATION OF' ' HISTORIC MARKER FOR THE ' 1 ANAGED STEEP SLOPE ' F` • �i�\ (TYP.) _" GREENWAY v / / W / 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER �L J Q = U r n �LJ J J IS PROPOSED BY VDOT ALONG THE ROUTE zg FRONTAGE OF THIS , ( BROOKHILL PROPERTY" _ - - 1 ',�) \ .° (TYP.) + i 1 _ MANAGEMENT AND EROSION CONTROL MEASURES AS NECESSARY FOR THE DEVELOPMENT. I•• -I O f� PROPERTY. PATHWAY TO BE I I - '� - I _ , �J PROPOSED 20' BUFFER '"„�� �'. • '� • y'•"�A _ '•"^�+a� J 't,. \ 1 .I ;O r ' l_ io. CONNECTION POINT(A)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT CSHALL ONLY BEA ¢ W I- LOCATED WITHIN THE VDOTR/W. -! i J �, LOCATION OF EXISTING +I PEDESTRIANBICYLE ACCESS CONNECTION. (n '•'I i \ / i � BLOCK 1 UNNCEMETERYTO •0, %I 9 ° i7 ? u. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYSTO IDENTIFYAND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIESONTHESITE. ¢ � l°°, LIJ O C� G� REMAIN LOCK LINE (TYP.) .` ` 0 I° NOTE: ALL STORMWATER MANAGEMENT FACILITIES i t AND EROSION CONTROL MEASURES SHALL BE LEGEND z Q J I- D O % BLOCK 6 °o' LOCATED OUTSIDE OF THE PRESERVED SLOPES. 1L (n I BLOCK 8 ALBEMARLE COUNTY- ' �� ' " "'e,° • 3 I � :• ROPERTY BOUNDARY (TYP ! GREENWAY PRESERVED SLOPES 0 Z Q 1L Z Ul J W NOTE: AREA WITHIN THE ioo'BUFFER O / PRESERVED STEEP SLOPE i 7 (TYP.) / '\ �`' BLOCK? �. `. ° ---- ;` !- °. `'•- VEGETATIVE BUFFER MANAGED SLOPES ® 0 O Q Q LIJ 0 AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN t ... .P EXISTING ioo-YEAR ``.:. O \. - � ® OPEN SPACE 1 v N 1--I uJ J ACCORDANCE WITH THE PLACESzg ' FORESTED BUFFER REQUIREMENTS I s ' HOUSE DEVELOPMENT ... _ FLOODPLAIN (TYP.) '� INGBROOKHILL AREA(TVP.) S OF 19TH CENTURY '•` �� TO REMAIN LIMITS .. .......• _ ,, WITH HOA APPROVAL,°io' MULTI°USE PAT - ) 1 SHALL BE EXTENDED TO THE ENTRANCE OF H ,' GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS -'-' WETLANDS W J CO Q C PONENTS OF BROOKHILL - ��'- - MONTGOMERY RIDGE. THE HOA WILL NEED C3 TO APPROVE THE TRAIL AND EXECUTE ALL = I- - _I BLOCK 8 ,1 ° DEVELOPMENT AREA I BOUNDARY(TYPJ -` EASEMENT DOCUMENTS ALLOWING THE C �-�1 PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL = HISTORIC HOUSE& THE igTH CENTURY COMPONENTS OF LI-I EXISTING ioo-YEAR FEMA I ;„' • ��--� \ CONSTRUCTION OF THE MULTI -USE PATH ) 0 ON HOA PROPERTY. BROOKHILL O [� FLOODPLAIN (TYP J J ,° OPEN S `PROPOSED Io' PAVED "ba 1 J �� MULTI -USE PATH TO BE CONSTRUCTED ALONG PRIMITIVE TRAILWAY O SPACE. .. MULTI-PURP SE TRAIL io' THE NORTH SIDE OF POLO GROUNDS ROAD Com O a+ _ (yP) _ Un'r �._ „� ; �;;^0i;1 epartment PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL * File# _ ROPOSED PEDESTRIAN TUNNEL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. coW IMPROVED INTERSECTION 1 ` _ (iK Ap roved by th '' -` d Supervisors ° O AND STOPLIGHT. .&'r,-.., .. .. =. - POLp PROP USED IMPROVEMENT TO , P OU,�NFO\vtR S NNP fiat 0000 EXISTING ioo YR FLOODPLAIN 0 N JUNE 15, 2015 SEE B FOR FURTHER DETAILS i. STgTF RTROUNOS RO POLO GROUNDS ROAD FOR R\v P �" -••••• STREAMS TURNLANES- SEETHEPOLO GROUNDS ROADWAY annef * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED w IMPROVEMENTPLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG O PROPOSED LOCATION OF CIVIC SPACE - U rj GRAPHIC SCALE CAL I— FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD - io' MULTI -USE PATH w w DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -' SEE PROFFERS FOR FURTHER DETAILS zoo o zoo aoo eoo `� PROPOSED LOCATION OF HISTORIC MARKER n - ) 0 o- _ U) - '' •` PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. 46 - i8C CROCKET CORPORATION - \ ( IN FEET) O JOB NO. 182150 SHEET 1 OF 1 __-__�-- - - SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN& TRAFFIC TIA. /'� 1 inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE — - -- -" � " --- SCALE N. T. S. SHEET NO. 2 • I r i r I I II � � i A ♦ ♦ ♦♦♦♦ ♦ ♦♦♦♦ ♦♦♦♦♦♦ ♦ ♦♦♦♦ ♦ 1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦ ♦♦ ♦♦ ♦♦ ♦ ♦♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦♦ ♦ ♦♦♦ ♦ ♦♦♦♦ ♦ ♦♦ ♦♦ ♦ ♦♦ ♦ • • • ► �s 1jt♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 010 ♦♦♦♦♦j♦♦♦j♦♦♦j�♦• WE lit sit maw AMU iak �2� ',_ �� -fie♦ Qs ♦♦ °♦'rp°♦4, FF ENRIMIANKINN FRO WE .70 ` ' v IN �. yam.,.«. • I o-yi.114 "m <; :. ... ,� lu IIII ♦♦♦Qs♦ass.:♦s♦♦vs�'♦'i�►�0►,� �f ♦♦♦♦♦♦♦♦ ♦`♦'�♦�♦♦♦♦ ♦♦♦♦�♦♦♦_� ♦♦A♦♦,♦♦'ice • •142W gjj i .i� ,� T ♦ • • ♦t2r,N - y '. v ♦♦♦00♦♦♦♦iQ�°i♦♦♦�♦♦♦Q♦♦tip♦♦� liillili� II / �♦ ♦♦♦♦♦^♦♦ ♦♦ ♦♦ ♦. II ' ♦♦t� ♦♦♦ ♦♦♦ ♦ ♦MEN ♦♦♦♦♦♦• ♦♦♦ �♦ ♦♦ ♦1 1 /I�� r . • • 19 �3 BLOCK6 • •. .• ♦ ter- : OCK :: '`/► Pi61800OS4INITIALSITEPLAN , ±ni n APPROVED 09/07/2oi8- SDP201900015FINAL SITE PLAN 1APPROVED. �1 f' AYHW �------------ OOD - -----_ ��-- �------� � \ O OSCOTT R. LINS'Z, \ _ U Lic. No. 035791,E 09/12/22 ' b in LU --- --� / TO BLOCK 3.5 '-�V $ I � I A YAN COURT 3w � I 1 � z \ / - \ z a trait EL to z z \V, z / BLOCK 18 I BLOCK 14 SDP202000059 SUB2020001b0 i INITIAL SITE PLAN & SU PRELVISIOIMINARY PLAT APPROVED 10/23/2020 1�� ` FINAL SITE PLAN -8Ai N ERA 1 N ` \\I SDP20210oo82) �GOM p \, / / F CD 0 00 0) s ° ` PRELIMINARY SUBDIVISION PLAT \ _ - APPROVED 07/20/2022 ; / _ r CI7 L9 lr-- ROAD PLAN APPROVED-- --_-------- I ° SU Bzozio0o26)- / -� \ \/ ° 7 - ° Q °IVA I W CD > Q Q / J H •° u � - , SU6202200058 \-_ , �.� � � ,--- INITIAL SITE PLAN & \ r,O a ; �' L U PRELIMINARY �✓ �- = r,� I - / > SUBDIVISION PLAT \% O O I -,�- - �' 1 � APPROVED07/20/zozz /� -�_� �' - / O ROAD PLAN APPROVED - - _ m (SUB20210oo26 BLOCK AREA SUMMARY Q J ° 0� C6 < 6 ° Development I L U Greenspace/Amenities (ac) Area Per Proposed Area (Roads, Proposed () > Block Land Use District Brookhill Lots, Buildings, Development Q Area (AC) t I a COD (AC) Parking lots) Per Area (AC) W U J COD (AC) Civic / Civic / Open Open Total Total Y J Greenway Greenway Buffers Buffers '-� Parks Parks �Space Space Greenspace Greenspace LU Required Proposed Required Provided e1 1 1 1 1 Required Proposed Required Provided Required Proposed U � $ ) l a 1 Neighborhood Service Center 12 16.492 12 11.17 0 0 1.81 0 0 0 2.18 o Q _°° lA Neighborhood Service Center 1.24 1.2 0 0 0 0 0 U) J Q o \ o 0 1B Neightborhood Service Center 6.792 6.3 0 0.14 0.37 0 0.51 C� ° \ 0 1C Neightborhood Service Center 3.65 3.65 0 0 0 0 0 ~ CID LU \ \\ BLOCK 7 w °I ° _ 1D Neightborhood Service Center 4.81 0 1.67 0 0 1.67 J 0 \ ° '°4 2 Urban Density 6.3 7.03 5.1 4.9 1.2 2.11 0 1 0 0 0 0 0 1.2 2.11 J \ 0 4a 0 3 Urban Density 5.8 5.22 5.8 5.2 0 0 0 0 0 0 0 0 0 0 H� 3A Urban Density 3.42 0 0 0 0 0 f- 3B Urban Density 1.8 0 0 0 0 0 � � / 4 Urban Density 27.4 27.95 19 14.0 0.2 1.38 3.4 5.74 1.9 1.84 2.9 2.97 8.4 11.93 W o ° L 4A Urban Density 9.98 7.17 0 0.86 0 0 1.43 2.29 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.59 O 4C Urban Density 6.05 - 0 4.65 1.4 0 6.05 Q 0 5 Neighborhood Density 12.3 10.75 3 0 0 5.7 6.25 1.5 1.5 0 0 7.2 7.75 LL o•rn 600 1 ' 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 C:) 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 L 1 8.7 O S�O� 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 N ATERT. RO .•°'° 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 °°°°„°° o °°°°° 643(D,g 4gAP(z63)'°°°°° 1 / / / 8B Neighborhood Densty 17.36 7.4 0 4.04 2.76 2.18 8.98 ° 9 Neighborhood Density 9.6 12.58 6.8 7.62 0 1 0 1.8 2.47 0 1.27 2.8 2.49 4.6 6.23 I; %// LEGEND: %a .00 PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT t (APPROVED INITIAL SITE PLANS) w PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT a,,�a✓°� (APPROVED FINAL SITE PLANS) 200 �vl = °O •e a *•'° ---- - - -- oCo PROPOSED RESIDENTIAL DEVELOPMENT (PROPOSED INITIAL SITE PLANS) 0 ° 10 Neighborhood Density % 11 Neighborhood Density � 12 Neighborhood Density ' 13 Neighborhood Density GRAPHIC SCALE i 14 Neighborhood Dens ity 15 Neighborhood Density ioo 2ao aoo 800 I . 16 Neighborhood Density 17 Neighborhood Density ( IN FEET) 18 Neighborhood Density 1 inch = 200 ft. 19 BrookhilHouse Parcel Total 4.6 9.66 3.4 5.42 0 0 3.6 3.94 1 1 0.9 0.1 0.3 4.7 5.14 L w _ ul 5.7 14.04 3.2 5.38 1.2 1.47 8.2 8.66 1.3 1.68 0 0 10.7 11.81 6.7 5.7 0 3.2 1 0 4.2 cos NO. 182150 11.7 9.7 0 1.4 1.1 0.9 3.4 5.4 4.1 0 4.7 1.3 0 6 16.9 13.6 0 4.1 2.1 1.2 7.4 SCALE 1 rr=200r 9.7 13.89 8.4 9.25 0 0.00 1.80 1.95 1.30 1.64 0.00 1.05 3.10 4.64 15.8 16.1 11.8 9.78 0 0.55 3.30 1 3.06 3.80 2.56 0.20 0.15 7.30 6.32 34.4 36.55 27.3 24.73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 12.3 SHEET NO. 3 3.2 3.2 0 0 1 0 0 0 223.9 196.172 166.7 105.5 10.3 3.799 53.6 1 38.51 28.8 1 18.55 1 16.0 1 12.28 1 108.7 73.14 -1� \\� \ \ \\\\\ \ \ \ \ \ \\\\\\� \ \\ �\ � \ � -\-- - )\ \\\ k \ \ \A.e,-�/ / ' / � I \ \ \ PUBLICGREENWAYTOBEDEDI D O-�_� -- j• / ,/� i�� \ T�� � `�- ,NOTE: - - _� / l I ALBENAR'LE COUNTY - ` "• � i'/� �-v�� I ; / , / j O \ TH OF \ \V \\\ \\\ \\� _ �\ -\ y SATE G /i 1 I 1 \ \ \l�\ \\ \\�\ \\\\\� \ 1\ it - - _ � _ 1� 1 \,\ \ \ < / 1 ` .: I - / s / _ �\ r 1 IEW) ///// - \ 1I\ \�\ \1 �� 1 \ J �/ I �:. PER PR,OF�F$#'zSFZMAaoi8000ir /, / ON OF THE PHASE II POLO GROUNDS ROAD O � \ \ \ �� / \ a . \ .;:'7-7 -:: - /�, , `\\\\ \ /I // THE CONSTRUCTION A // / ll/I I) \ I�� I I)1 / / \ \ Y / IMPROVEMENTS (PROVIDED UNDER A SEPARATE PLAN) IS \ ,� /' _ _ ��"/// 7, : f /i I/ \ y \ �\ / / .--:-.:=.._-:..� >' �. / - -\ \\�\ / j/ I REQUIRED PRIOR TO THE ISSUANCE OF CERTIFICATE OF OscoTT R. LLINsZ \ II I I i // - - X / /� l l I l ? I \ �1'AFP 04600-00-00-019B9 / \ _ ��� % -_ i i �y - i - `-; \ \ i I 1 ' \ U Lic. No. 035791 � \ II III //-- ; //�//// '//l// - _ \ � OPEN SPAG REENWAYPARCEL r - - — ' - _/-- �` OCCUPANCIES FOR BLOCKS i6 & i OF BROOKHILL. _ _ - ... r .. _ - / - \\ \ \ \ - / _ .off 4 43 (� 6 / / / / _L �- \ - BROOKHILL MA ASSOCIATION INC. /; -I-__- • �.. �- / /09/12/22 \ IIIII 1 \ a3 �� / / / �� ` -��- / - - - \ i i / �/ / �C/ { Ji / // _ _ \\ \ \.. D.B.55B 2 ACRES303 l /�' �" _ _ V' 'J � __ / // � \ ' \ \ / //,,/ /� T GENERAL NOTES: �SSI E��S V Ilh/Il \1VI VA<A �/// /�/ � -� � A �. /. / � ��e� ��-� - i ea. �/ A � // // x i Nis. 3si - / / / / - A A \- /// / / / / / 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID \ // / / \ V v � _ �/ / / / - N. / ; / / \ � � / / // / / / // // VA V Av «;/_ � /.- / �y - �� �� / / / / VA // / / / 51003CO280D DATED FEBRUARY 4 2005. IN ADDITION A DAM / A EXISTING STREAM � BLOCK 4C � ® / / / •�/ / . dl00 - E m \ vA / e / / / /� � \ \ \ �� -lIv � i 2 / / - / / BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE v / / / �' ,'- / / - - *� I I / SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED //�//j / J�v v > ' - l v . I 1 y use �!;m/ " .� � w _ - - , - ( I _/ R 1250' / / wa / / 1 / // ( 1 I 1 / / / _� A I i / • x"s+ ���� � -If' si6-- / L=198S' / / / - � � •. I � �_ l 1 ( / / UPSTREAM OF THE PROPERTY. --.� 0 1 »6 - i ' // - - / / 7� I I / /� / / / � C �_, y' , - C - '"' ✓ roi' // - / / - -I �� �� / � 2. A PROPOSED GREENWAY IS SHOWN WITHIN THE LIMITS OF THE \\ / --� __ "v / t69 - / �/ --- / / / v v / / / A __-__-- �-' ���� - 0 9 8161 / s I / 1 / = / - - / - �- - - / BLOCK 16 & 17 DEVELOPMENT. THIS GREENWAY HAS BEEN \ .�:_ o < / 32+Yr) 418E27 ae c / / / - - - _ - / / / / / / �A v / / / / AA VA\ �� - A A i i i' 622f(� / / / - - / / s 3, / / / / / / - - - � A V v� - - - \ � v _ - . 0 , / / , J / / - - - - _ / - / / / SUBDIVIDED OUT OF THE SUBJECT PROPERTY AND IS PART OF TMP ��Avw�y �s \ \ vI v \\\ V� -� �i L/l,�l� /� //f//// �// ✓// // - // // / / - - - x� , ��� / I 4619B9. z v� A V --- �. \ • / \ � / � / ��.----- / / / / / / // / / w ��� �� v _ / // / / //�- ✓� / / _ - _ _ - - / j R=12,� - _ - � _ - / % 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL BLOCK i - ��LO �� V - - - - A ` ® " o LIMITS OF OPEN SPACE , r / / //// / / / / _ - _ / r-1as2' - / BL i6 INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF / -� �� :�- _ _ - _�� v� 3 v� ,LIMITS OF FEMA APPROVED \ 0' °0 �' �:. GREEN WAY PARCEL' / / /�/// /�/ �/ , // ,� / / / / - �// - - v - - - % /�/ / UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, / �� �vvvVv v ioo YR FLOODPLAIN v \ . A • �� � , / / / / / / / / / / - - - - / TMP 46-198� - / I / / ��� -- - _ _ vv vv � A ` v \, / I I ' / / / // / A/ / / - \ / / / ' ` / AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE --- / - -- - vv vv vvv ) v v _ _ �, . / / / /�/ / / / / / l I / / �/ / - - - - / / / / NSF CROCKETT CORPORATION - _ , / / / / z �� - - - _ / -- - _ � ��� vv� vvvv v - \V V I / / r /// / / / /�° / - - �/ / / , / / / �B- 5626 P� 484 i / - - - _ _ - / // CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION a �n / \\ \ \ - " / / / / / / / _ / / / /_ AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY p - w \ \ �-, \\ � \\ LIMITS OF SUNNY 9 � # / / / 55.i9 ACRES / / \ "' v vA vvvv vv v A \ - 1. / / l l l l �/ / / / - - i / / / / � - - - �/ SEWER, STORM SEWER, AND WATER SERVICE PIPING; p v v -,-�- vvv�v 7 �) A DAY DAM BREACH ;, ° / / I I I / � / / / - / / / / l / / - - a ao 0 / v v vvv vv v \ w / a/ - - UNDERGROUND ELECTRICAL SERVICES AND OTHER UTILITIES. THE � \ \ \\ I 1 \� > � / / / / I AVAV AAA VAAV�V i l l '-I : :� °' FLOCK 16 / / �i i . �n� no - /a?` i Q / v v vA I V � I / EXISTING SANITARY SEWER AND / / - � / / / / CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED � (n z zZ / / v v vv A\ V / / / _ / / / / / / / / / / TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES p g \ \ \\\\ \ \ I / / zo' SANITARY SEWER EASEMENT LIMITS OF PROBABLE t ` / / / / / / / 0` / / / / R-ew W I 1 / / / � ) a a / \ \� / I / / / / / / L=a�s.zr / SERVING THE PROJECT SITE. z w / // AV V A111'�I ��/ / /// / / //� �' �� LIMITS OF MAXIMUM / //�// / I / \ / / / p w / � � PRECIPITATION (PMP) / / I / l / / 4. CONTRACTOR SHALL VERIFY SIZE TYPE & LOCATION OF EXISTING / A ,// _\�� //// // �( // /////� PROJECT BOUNDARY (TYP.) DAM BREACH INUNDATION ZONE '/ / /� / I I / � / / / N w SUNNY DAY / // / / / / / / m / / 1 n / / / / - WATER LINES ON THE SITE. > z z / /- ,'/ - / / / l 1 � ,, 1. 6 \\ 0 ; 1 ,,, , / I I , , I I ^-� , i , ___ - - -_- - / , //`�1 V ...,`.. 1 // / /�//, /�/ ��� //l / //%/ �I o o �s \X I///,''/1// IIII ���, I I I l / l //l/l/ �/ �� Ill l / r i l - ///i// I1\�I v v v �"� o //�'ii�/ � / /BLOCKS// A OO;, 1 I� II/, �/ / l ( i /v � I I y � / — —� // / /� // --- x/ / / / / o t ALBEMARLE COUNTY I I I l / / \ I �// / l< m / // //////, �/ /� A o / / // — — ----- —__ / / 1A v z / V — / / — �P � � v v / % % �/////% �%� � � _ �/ i / / / L > P \ `� MANAGED STEEP SLOPES � I I / / A / — — — —' / \I 'v \�\ m_ / / \ �/ --v //�/////�//�/// / / / 00 � 9� ��v Z l I I ( / vv I --- - / / 1 V v > // / //// ��/�//� / l / A�\ V �I I III\ �1 /I // // / // / v\l) --- - �/ l / /i-v A V ,1' � \ "�` // / / / //// - 2 \ V / / / / V / _ / / / \\ 1 / �/ / / \\ \\ l///�/// ///\\\ T/ J o� �'°, \�� \\\\\�\\\\lI\\\\,\1 \I1I i// / // / _ / \\ �' -- / / \ \ \ / llI ll l/ / / / //� / \ \ / / / / [ _ / O / ` `'J J ".. \ \ \ \ \\ \ \ \I \ \ \ 1 I I 1 1 \ 1 \ / / / / / / / / .i 1 I I I I I I _ _ / - _ \ - _ _ _ - - / I / / t \ / /// //////�/ -\ �� / / // d 1 / \ / / // I 1 / / / / / L� qG � / \� \ IIII l l // � - - - / / / � 0 00 \ \ �\\ \ \ / - — - / / / ��� �I II�IIIIIII(II( \V B3_CKz ----/ //�/� // � \��A\\V A v \ I / / / //,-__ �/ /- -- o v� t / / / A /- / �- _ " o A � I I 1 BLOCK LINE TYP. / / / / / / / / \ V - / �/ \ \ v A / OO A V AA / / $/ / I II I\ / / //-_VA - �, / V V J \ — — �_/ — % 0 / A \ v /// I U I , / — A \ / / v \� / / I ///�— vA / / ') \ /- V \V 1A1\ _ _ /J o 0 � d %�/% // \ // / // / -z - I1//// / / A _/ /y // A\ --- ��// ,' \ \ / /'/ / / v/ �11 v v i J/ , , � / r I - // ,, BLOCK3 V I A�\VA\\ -� /'�// ° /f ; �.tiy� %,// / / I I/// // l - I /////I I l A � � �� , /X/� / -v� � �- '/ , � / ll \V AV � � /'/ O y •. � i a20"5 a - � � � i ti� / // /' R=Z50.50' i 1 / // I A \ i - - i - / / / / / A � A, y iid .. � / O O / VA / / , / L=f73' / / v _ / / A s,- _ \V I w \ / TMP 04600-00-00-018A1 / t - � 0 �_ ' 0 , N6 " / / / / / / I/ _ / / vv" y� / BROOKHlLL TO1VN CENTER LLC / VI VVA V /" / 1 , / - ,�/ / / /ftft / // L- R12.; I /�/ I A \ v \ — / / / I �'�� // 1 - - - _ o 00 m v D.B. 5659, P. 394 / / (\ Rh OVA \ V \\ � A � o A 0 1 � / / I . {� I V v � — � �/ �/ / / /� / v-1 � J -I / A AVA\ • (\ e i - -_- ,- / � / / / 3 ( / I I I V A � \ / / / / A � , ,'-� - / , m rn v VVA\. A A • w //// // � -�, // / / I / / �, Vt ,� / �� - -_ _. �� _ _ 0 0 20.71 ACRES \ \ \ \ / / ' M < \ ` — // v // e o '�/ ALBEMARLE COUNTY / V / eea751a'w _ / /// / - _ / / / - / I l v / / // ,� / �' �' /� L v A / , // i-.�-/� `� �_ �\ / V A i i / / �_ / / / / / /i - OO / / - e 2s' A vAv v v / / n ��, / I \ j v - / V / / PRESERVED STEEP SLOPES / - / / x l 1 - - - v��vv��� \V / / ///��// /� \ I 4 / / a-12soI vv ��-- / � //j-- \ A// / \ I / b /� /i 0 1 / / r A� -- / - / /// / i� vV vv �v - v / / / /�/ /// // / �\ J/ it \ k % � � fi 1 _ _ — �/ V A v � / / / / , // / / / // /'`' � i ��!, '11 1 0 e, 1 " \ v — "" / / / / / / r A —� — i / ' - /� , /� j \ A I� /// //// / / //// I,, P \ 0. , // ,oe' / / ill 'I \ / / / / /�% ���� A �v\ ,,� L9 0) v�� / 11/////////�/%////�//�/ / A� 1 I o 0 10 's'p/ CIA\ \��1�111�1 ,� "z----- / // / / ��<�'lll V�_ //�i�� r // I // / / / // / �// / / �� Ir- v �� o / / / 1 I \ --- / //'1 �� 1 \ / / / / / ) . EXISTING LIMITS / / / I V - � - i Crj / -1 / / l / /// / /// /i /// \ ) 1 / _ / - i is%//�'�,�� O '�/ / 1 \ // / / / / / / / / / , � o � 1 OF TREELINE _ - / f / / I I - \ / __� - M // l l i I v / // / // // ///�/// // 0 I / v — // // AAA i ���� ���/� // l/� / / / \ \ �. ?, /-_ j �l // l � l �a / /0 i I ' 0 / 1 LIMITS OF PROBABLE - - / A - - _ I I ro- %/ 0 d.: 1 _/-��--� _ / —�� / / ,/ /;.:,>1 I ,t _� _ �I - - _� �: � f j/-,�/ I / N '1� z 2: / \ �� / / �� / III lI l I � / / - ��/// EXISTING WETLANDS (TYP.) / 0 M 1 - MAXIMUM - - - - / / / / / / ; A ✓ � _ / / / < I d Q _ "'xh % / � - 1 - L PRECIPITATION (PMP) - �V / A � � I / ° _ — -- /It /� / I I �0 1 INUNDATION ZONE V /' // �Y� � �_ �i / �I /� _ z51.a7 /A v — —� - - L / o BLOC 6/ / � \� x � " � � , n N / � // III I I 01 \i 0 1 - — / / / /, , , v , / � / A VA A V� / v / K ( / A ✓ / /� - I \ PUBLIC GREENWAY TO BE DEDICATED TO - / /Z / / / / , i I j N i �.�'.-1� �_ TMP 46D-B W >_ / 1 - / i - // / , 1 - ,, _ _ � I / / \ ///� �� � / � V � \ I I � j � � ,0 - � I ALBEMARLE COUNTY � = _ / a 6 A // /// /o /� - — b 1 I/� I I / / n PER PROFFER #z OF ZMAaoi800011 - _ / / �/ / _��� MONTGOME Y RIDGE OWNERS SSOCIATION _ / / / \ / q�� - // I I ,I / /I L / /' / / ' �/ / : 4RDB 3433 PG 132 A l-� / / / / 1l - I l / / / A V� A l x 'r '7 -- J- �/ /// /� / � a I I / 1 / / - / Y -- / BLOC i — / / // \ \, \ N (� � / I ( AS �\ 382 %�//� ��I / // / Il V \ \ _ A I, � I l - _� / / / / ''� / PROJECT BOUNDARY �TYP.)� • k _ k _ / \ �� /-/////� i"� /.� �� Q / \ 11 ° � 3ao / / / / I x / /I / / / � �� / / // / 1 1 1 / A / / I I � 9 ��� I / / / / // \ \k �� / / / / / \ l 0 I TMP 04600-00-00-OiBA / / v / / � / ` \ \ Q // / / \ _ / / \." CROCKETT CORPORATIO ' / \ , W / l / \ \ \\`\ \ I I D.B. 5580, PG. 415 — / . % J \\\ ,�j )- 1 / l \ vvvv v f 24.98 ACRES \ I V , A A > V wQfl �� ��,� / \ / '* 41 .. / / // /i / Vl k ,I✓/ 2 6r 2p \ \ \ V A V v \ VA v vv\ ® V / A RXISTING ONSITE / % / / - - \ / (!� I vv v , u ///�/j /�,/,,;/ \ / I \ \ V A A A \ \VAA A \\ \ .x_ - A V A V AA / / / VEGETA�IgNINCLUDESA / / , � �� / i ' i \ V A V A \VAAA�\ \V�VA \ - f �' �� 0 �' - / _/ // V A `-' A \ \ VAV AA -Ji f MIXTURE OFDECIDUOIdS& / �i ' I �- / / \ \ \ \\\\ \ \ \\ \\\\ \� \< \ \ \ 1 1 l . � / I / \ \/ \ / _ -- - I \ \ \ \ \ \ \ \ \ \\ \ \ T� \ Il 1 EVEh}GREEN TREES. ` - / / /"� / � / \ N \ I- T� ~ \-� I // A V � \VAV A VA A V AA\AVA � A I VA /,-, ( TREESAR�I ENER'ALLi' _ �- / /If� �� / k � \ k " V A \ V A A ,A V A� 0 � / I / � \ \ —" // \ \\ \ \ \ \ \ \ �\ \ \\�\\,�\� \ \ /I I 0 LARGER INb1AMElER / / �d 3o'NATURALBUFFERALONG \ /� \ L9\ J Z \ / V V A V AVAA \ \ V A A i/ I _ -��/// /�c �/ // PROPERTY'S PERIMETER �AA VA I \ / � / �%/ -_ A\ \ � l i / l I �, LIMITED UNDERB1jU�5H - / / ,7% /// // / �''l/ j /// / // J V , \ \ \ \ \WITH TALL CA\ // VA \ V A V A VA \\ \ VA \W I A / / v \ \ �EXISTINGSANITARYSEWERAND� _ / 1 1 / / // /` � ' // C.J VA v � /�/ /—VA\ V A \ � I vv A V � / ���� A % A —' / � �/! /////// .��� \' V A v A _ / ee€ / / // / � / z Z / \ \ \ \ v vA \ zo' SANITARY SEWER EASEMENT / %A / / / / / v A — — // / A V I I \\ V v \\\ D.B. i o PG. i 0 i % \ U v �- ��/ /���AA V A, A \ �� vA �\ \ �, �� / LIMITS OF A // / / / /i / �e\ �� / / / / / / 1--1 V A \ I 0 o SUNNY DAY � A / / // / / i/ v %// / v I V A v v \VA\ I��' / 0 i -- --/ // //// / / / /i, / J / � Y (n H- \ / / / � ' PMP 04600-00-00-018AO \ \ \ I DAM BREACH ` s�,� %/ // // / '/ / / // / I \ \ \ (_n \, �, � _�� // \VAV �' 0 // '(� / A - -- / // �/ 1 / / // / v // // � CHARLES R. & ELIZABETH ANN � v A V A �' I � //, / i / / / / /�' / /x // / / // / � / � � / / / / / � � � X Vv� —/i %i i\\ OGLESBYHAUGH BLOCK7V A \ \ V AVA\�\\III �:/ 0 /� 1 I I \ — / ��/// //////ll// /,//ii/ / \// / � W ' / y I \ \ TMP 046 00-00-019B9 - LIMITS OF OPEN SPACE �� // /// / // �' � /// / /� / �/ �-' Ln — LLJ / / /ice — v i D.B. 1333, P. 450 \ \\ 1 I o / I� / % �l / /// /; , / 'ii v .i / � , % ' �l /�i�— II /' // / %//�/ /" k �� , % \ � �' A / -�/ //// �, / / / / OPEN S A E CREENWAY GREEN WAY PARCEL � ti // // / /, /, / / � \ _ / A I 1 \ V/� y� / y ///, A 49 ACRES i \ \ 1 \ b P CEL / " _ l �/� / / / // / / %; vv k /, V I A I \\ I A \ 1' R ILL MASTER I/ �� 1 ��' / /// / ///i ; / / % / / I o — o% -/- V 1 I \ I \ \ - - / I I I� 111�� o 1�� �� EXISTING PROPERTY v - - -/ � /' �� r�l////////////i� ////��/�� �� / �i,. V //i /////j� k _�/ /�ii i� _ -� / co ��/i�\ III I I 1 I IIIIV A _—� I / / S OCIATIONINC LINE(TYP.) \ _� / // /// // / /; �\ // /// _/� r�--� / W fir, /i / // , / /, ' I /� / // < / // / \\ \ 1 A�— I 1 D. 512, PG. 303�f_. \°�v,,,I I, //�i�!" " /'� �,/// ///// /�" //////�,/ i %/ // �/ ji/y W v V A V --- 0 a� / S 5 .72 ACRES EXISTING / ll/ / / /�// // / " / / I /' MONTGOMERY RID SUBDIVISION/,// /%//� I I z 0� _j \ V A IIA1 \ \I I 1 1 I A V A - - - 1 i EXISTING STREAM f o \ �f �j' �lllll /// / //� // // // / l / / %/ / } t-� _ -� VIII 1 \ V A V A- �z�/� �A o I:� �, �,� \� /- 'FJ �� ///l// ,/'/�r//��� //'/////;��/�/" i (n __ A 1� I v — / l �l I / / //, // // l // X _ V i I I \ / A A OO P I +./ / / i / l %/ /i // - / � /.386 V A _ - / ( EXISTING TREELINE TYP. 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" s" a" "" J) I I \ \ \ \\\\\ \\ \ \ \\\\\\ \\\ \ \1 \ SCALE EXISTING GUARDRAIL - MONTGOMERY RIDCE OWNERS AS OCIATI7 � � \ /// /I " I I /i \ I I-\\\\\\\\\\\�\\\\\ \ \\\\\\\\ ` 111=IOO1 TO REMAIN EXISTING GUARDRAIL ` 7J, 0 iii / - // /\ \\ \\ \\ \\\ \\\ \ - - - - CROCKETI CORPORATION EXISTING GUARDRAIL ' �\ DB 4102 PG 472 // / / "III - - di, /�\ I \ \\ \\\\ \\\ \\\ \\ \ \\ / _ - _ - -_ _ _ EXISTING EDGE OF TO BE REMOVED TO REMAIN EXISTING 8 CMP CULVERT %/ /i/ >-r - IN FEET - / /I \\ \ \ (\ \ \\\\\\ \\\\ \\\ \\\\\\\\\\\ \\\ SHEET No. // \ \ \ \ \ `\ r - - 79.50 ACRES SEE PHASE z POLO GROUNDS ROAD SUBzoi ooii EXISTING coy EXISTING EDGE OF \\ \ \ \ \ ( ) _ / ///// \ \ \\ \ \ \ \ \ _ _ _ TMP 04600-00-00-018C0 4 / / ; - \ _ \ - __ - _- _ - PAVEMENT TO REMAIN / o _ A \ V\\ _ �// / A V \ AA AV A \ \ \V AVA -')/ -=_ _ ( 7 7) / GUARDRAIL o o ii// v 1 �v\V\\vA \Vv\V\ \\\ 1 inch = 100 ft. �; ii%%wV AAAA\\ V A ��\\\\��A�\ \\\\ \VA\VA\VAAA 4 l/ - --_ _ _ -_-- DB 624, PG 193 EXPANSION PLAN FOR ENTRANCE DETAILS- �,TOREMAIN 00 PAVEMENT TO REMAINS_ � // v \ w \ VA\\ VA �L ---- /i/O\VAINVAAAN / v v \VA\V A\\VA\\VA A\ ,A TYPICAL VILLA UNIT N.T.S. PROPERTY LINE � I I I a5 I 1o'xi6' ao xa6 1o'xi6' DECK DECK DECK l� SECONDARY SECONDARY ENTRANCE SECONDARY ENTRANCE ENTRANCE BAYBERRY(M) BAYBERRY(M) BAYBERRY(M) 5-SIDESETBACKI- 5' SIDE SETBACK] I (2) CAR (2) CAR (2) CAR I GARAGE GARAGE GARAGE - - 21Ix2i 2o'x2Y - 2o'x22' e• _ e PORCHE�I ES �e 8`MRJ..SETBACK $'SONG 25.MAX SETBACK"° ' CG-6CURB Cc-goCG 9D cG go ' PROPOSED ROADWAY TYPICAL TOWNHOUSE UNIT N.T.S. PROPERTY LINE 77_ I I I I p I ao'xi6' [DECK DECK 1°xa6 DECK ao'xa6' a DECK DECK ,a SECONDARY SECONDARY I a ENTRANCE SECONDARY -o ENTRANCE SECONDARY n ENTRANCE n ENTRANCE LAUREL(M) LAUREL(M) LAUREL(M) LAUREL(M) S SIDE SETBACK- o o i i 5.51DE SETBACK (a)CAR (a)CAR � (a)CAR a (a)CAR I GARAGE CA AG GARAGE GARAG a2'x20' iz'xzo' a2'x2o' a2'x2o' MIN. MIN. MIN. MIN. I _ Pa I"'MAR l I ORCH vOeR RIMAANRGVES ENp J PRIMARC CPoac - �g•y NTRANu' RICHInEWAY - 8' MIN SETBACK 5 : e a5 MAx SETBACK' f SEI CG-6 CURB GG g° cc 5R cs 'v if cG ro PROPOSED ROADWAY LOT CG-12 (TYP) 1 STOP SIGN) ", / I 49 \ i \ c / v 1 9 a, \ok°° cy�cy�ya 8T N^x \ O t W W y ^� 1 o STREET SIGN q 4 PROPOSED WALL W W MAINTENANCE EASEMENT // 1 / l / / c i cF OT O -/ � , � � S� A y�cyp SO R. LLINSZ PARKING ALLOWED ON i �d i q SVA v 47 A / M H NE -SEE H E ET 6 c O THIS SIDE OF THE STREET \` 9 (C�Q` o / 00 �OAo �GyT\� i F / t� Lia No. 035791 z5'R Sy�F�� Q,A� O6T V / LOCKLINE(TYPJ ;:i °� 09/12/22 �2 PUBLIC GREENWAYTO BE � " � " / �- DEDICATED TO ALBEMARLE COUNTY W / ° Ge! G �O T9\\\a �, j �;- � �� \ VAR. WIDTH PUBLIC %(. AT TIME OF FINAL SUBDIVISION PLAT, / /e r� ��0� F \ SIGHT DISTANCE EASEMENT PER PROFFER #z OF ZMAzo3.800011 W W W W / J do / '7i o �L ?� \ �- 9 INST. NO zozz000lo183 O� F GR-2 GUARDRAIL (TYP.) O / �� /AF 00 / STA.16+35 TO STA. 24+50 9X°° / -'NO PARKING', ��ax \ / C2 O /p /\ SIGN .. \so / / v / 'NO PARKING' SIGNS TO BE PLACED VARIABLE WIDTH PRIVATE 0 o / 17 EVERY 150' ON THIS SIDE OF THE STREET ,1SWM FOREST OPEN / \ WALL MAINTENANCE ESMT S / i / xh° SPACE EASEMENT INST. NO. 202200610183 / / \\ / NO \ INST. NO. 2022000io183 F / o r 'NO PARKING' SIGN ✓ /' \ STREET SIGN' 36F w I'NO PARKING' SIGN FOR CUL-DE-SAC LOT 6� f .4000'/ ry / [(/\ �\ \ 0 / CG-6 CURB (TYP.) r / 3 PARKING ALLOWED ON x�^� roh ��U \ �C / ?� PROPERTY BOUNDARY (TYP.) J '^ THIS SIDE OF THE STREET o ti�Ln 0000 h Ln /PROPOSED WALL / Q �� �\ \ \ x5 0 • z r � C. \.: � R o / O 1 O (MAX. HT. = 6') PC•�� \ / / 8'^- oxS� \ y°x C / ED o I 61 NO PARKING' SIGN LOT / FTeq` FAO � � \ \ \ jJ / EXISTING PRESERVED LU Z z O ti // STEEP SLOPES (TYP.) Z g o FOR CUL-DE-SAC 2 ��Typ T / Z g w EXISTING 3.00-YEAR FLOODPLAIN (TYP. `b �gR \ SFD LOTS NOT / �'`y 0 0 E F- UNDERGR6UND = \ PART OF THIS / STOP SIG ZOxo > (n Ln Ln O / T �/� SWM FACILITY 'B'/ ° SITE PLAN / CG-12(TYP.) :/ ° 0 % V/ � z z / \ / LOT / / j ROADWAY PREVIOUSLY APPR LL w UNDER SUB2021-00026 BROOKHILL- o LOCKS3.6 & 17 - ROAD PLAN W z 'NO PARKING' SIGN FOR CUL-DE-SAC {NOTE: ROADWAY DESIGN NOT PART / / PROJECT BOUNDARY (TYP \ ` // / Obi OF THIS SITE PLAN) w/ CG-gD ENTRANCE (TYPJ / / „/ `� / li uj / a LOT (a/ 5' CONCRETE SIDEWALK o /J/ Oojk� / 4 / / / x0 / P`,� NOTE: // \ 6 PLANTING STRIP / �� \ t� 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION O AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. / \ 4'BIK LANS( (TYP.) / / \ 2. CONTRACTOR SHALL CONFIRM ALL UTI LITY, D RAI NAG E, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DI SCR EPANCIES. EXISTING PRESERVED - - / ° I 3. Q REPRESENTS ONE PROPOSED PARKING SPACE ` S STEEP SLOPES (TYP.) I / / / / - 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 136. S. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE P)SFD LOT LINE TYP.) / / ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECTTO THE FULLEST EXTENT POSSIBLE. N N ( ( \ / / Z. SEE SHEET 4 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. w o 0 - 8. CURB RADII SHOWN, REPRESENTED WITH ANTI, DIMENSION THE FACE OFCURB. H- /, g. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM 0 CD Q W N THE ENTRANCE CORRIDOR. LOT , •// h� - - - ao. ALL R RETAINING WALLS GREATER THAN FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED 00 0 I LOT / `V Q qT / ENGINEERED DESIGN FOR THE WALLS SYSTEM. • I ( 7 5 / V OQ' ;1 - 12. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. l W� SFD LOTS NOT PART ,V�\� x / ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJELOT \ OF THIS SITE PLAN Q' 4V �� _ 12. ALL PUBLIC WATER AND SANITARYSEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. I / 6 �c/� QJ� / 13 ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEETS 2A8I �O J 14ALL PRIVATE YARD DRAIN DESIGN INFORMATION (I NCLUDING INVERTS OF THE SYSTEM) SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. VARIABLE WIDTH PRIVATE / / o° v o� Q a� �_- - - VDOT NOTES: W W W WALL MAINTENANCE ESMT O / y� ` QQ �N a. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. \) INST. NO. 202200010183 z. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BYVDOT. CURRENTLY, THE � OPEN / - - / - - - - - - PLAN IS REQUIRED AT TST ME PORTHE IMPROVEMEN ROAWAY INTERSECTIONS9AT TIHEDENTRAONCES.TARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NO MOT L9HI W WW J i _y -� - W • W • . W . _ SPACE 3 IF A TRAFFIC MAINTENANCE PLAN (TMP)IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND M O / O / - VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL CYi I �. ROADWAY PREVIOUSLY APPROVED - - / ry0i _ _ _ CONSTRUCTION FIRE PREVENTION NOTES: 0 z PUBLIC GREENWAY TO BE W W W W W W W w W w W W W W O -I 45 UNDER SUB2021-00026 BROOKHILL - > / 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND DEDICATED TO ALBEMARLECOUNTY / J mL_= / N �W W W W e e o �. W o W .� . W W -I II -III L-III BLOCKS16 & 17 - ROAD PLAN VARIBLE WIDTH PUBLIC O _ _ _ _ /. THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. a AT TIME OF FINAL SUBDIVISION PLAT, ` W W W W W W / ll�loll-Tjal� � / z. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER � (NOTE: ROADWAY DESIGN NOT PART SWM FACILITY AND b VIRGINIA STATEWIDE FIRE PREVENTION CODE. co PER PROFFER #z OF ZMA2o18o0011 w w lil MAINTENANCE EASEMENT qq ti / w II-u OF THIS SITE PLAN) / ) / 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL a x CG-6 CURB (TYP. OI ui- �- � INST.NO. zozz0001o183 CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 1oa FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT II wa \ o / CONNECTIONS AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 1 FT 61NCHE5; THIS f - - - _ _- _ � � J,In11�Ii . ' / / ,.. ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL uj I L,u 1- T5llm� / WEATHER CONDITIONS. � mL�i- I III-- - - - / - - 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION (n w, �il_ P�I*. 00 % ''NO PARKING'SIGNSTOBEPLACED EVERY /.... PER THE VIRGINIA STATEWIDE FIRE CODE. N H� i - II • •e XISTING STREAM (TYP.) O -III-Iq x / ° / 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE W z5o' ON BOTH SIDES OF THE STREET / N MATERIALS ARRIVE ON SITE. SWM FACILITY B v , II�II�II, ICI Il ua IF �`'zs� / / -� . WASTE AND COMBUSTIBLE DEBRISSHALL BE REMOVEDFROMTHE BUILDINGATTHE ENDOFEACH DAY AND DISPOSED OF IN r =m- m1n15rmlll` ` / 6 ACCORDANCE WITHTHE SHALL BEPR STATEWIDE FIRE CODE. Q 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL > \ IIIIIITLIiI� `• nJ� / ° FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE LLI WITH THE VIRGINIA STATEWIDE FIRE CODE. J Z EL 0 ,`F� 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION J Ii m TTTV7, h / S'CONCRETESIDEWALK - / O CODE AND SHALLREQUIREAPERMITFROMTHEALBEMARLECOUNTYFIREMARSHAL'SOFFICE. U- Ell w i 11 to C x O LOT AREA CHART U) � _.SWM FOREST OPEN / O LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE Lu RII IIIII iurlo f SPACE EASEMENT _ _ O NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf \ v J I lillllllllllll / INST. NO. 2ozz0001o183 O //���/ 1 4,743 3,072 46 4,137 3,005 91 2,860 1,906 � � �' II Inillu III- • • f 2 4,914 3,196 47 2,037 1,638 92 2,646 1,745 � 0 \ O °lil°1II, / I 4' BIKE LANE (TYP.) / O �+ O 3 5,411 3,637 48 1,952 1,554 93 1,935 1,538 _�( V I �lllllm N 4 6,067 3,979 49 1,887 1,490 94 1,953 1,556 pV 0 O I =III III ul- ti _! I _ --1( �`� 5 6,505 4,457 50 1,842 1,446 95 1,970 1,574 Q Imulil / �✓ VJ WffpI ' 6 6,156 4,124 51 1,816 1,420 96 1,965 1,569 w I VARIBLE WIDTH PUBLIC O. W 1 7 6,153 4,141 52 2,578 1,688 97 1,947 1,566 I T� SWM FACILITY AND I -II MAINTENANCE EASEMENT m III n T. NO. zozz0001o183 O I IIII HI / 8 0 0 53 1,787 1,391 98 3,781 2,697 , ^ % / 6' PLANTING STRIP O / 9 5,430 3,593 54 1,787 1,391 99 3,781 2,697 i ill ull) % 10 5,630 3,784 55 1,784 1,388 100 3,021 2,481 uj ,H I II � 0. 11 5,062 3,314 56 1,782 1,356 101 2,992 2,452 °ilu°L°�I H j 5,062 3,314 57 1,782 1,386 102 3,691 2,620 13 5,062 3,314 58 2,299 1,473 103 4,064 2,938 W 31' ROADWAY PREVIOUSLY APPROVED O / U� _IIEI Fjp - 14 5,062 3,314 59 2,308 1,480 104 3,047 2,507 W W lO m i4f` O 36 1 F/p UNDERSUBzon-000z6BROOKHILL- �/ W 15 5,062 3,314 60 1,782 1,386 105 3,047 2,507 in LOCKSi6 & 17 - ROAD PLAN /- y ® 16 5,156 3,390 61 1,782 1,386 106 4,064 2,938 � co (NOTE: ROADWAY DESIGN NOT PART / W LLI � ROADWAY PREVIOUSLY APPROVED ` S -' I- 62'R OF THIS SITE PLAN) / W w W 17 5,249 3,465 62 1,782 1,356 107 4,044 2,921 LIB J �U l _ W I O 18 4,924 3,219 63 1,782 1,386 108 3,044 2,504 J UNDER SUBzo17-o0117 BROOKHILL - l R/W/ 19 5,022 3,300 64 2,308 1,480 109 3,043 2,503 I --I PROPERTY BOUNDARY (TYP.) POLO GROUNDS ROAD EXPANSION PLA �, � OO � � � 1-I I o O / � � W � y (NOTE: ROADWAY DESIGN NOT PART ` 9j_I ° \ / y � � � W � 20 6,491 4,420 65 2,272 1,452 110 3,921 2,834 � � - "" �_ // (a 21 6,260 4,200 66 1,782 1,386 ill 4,755 3,054 OF THIS SITE PLAN) CONNECTTO ENTRANCE PROPOSED .� WITH THE PHASE 2 POLO GROUNDS / / W W W W , W , 23 6,318 4,249 68 1,782 1,386 113 4,924 3,208 w O ROAD EXPANSION PLAN J 24 6,333 4,315 69 1,782 1,356 114 5,216 3,463 w 30' POLO GROUNDS ROAD ) /O j / - - � O LANDSCAPE BUFFER (SUB-zo17-117) � / - I W W W W W W W W W W W W W W EASEMENT / 25 5,683 3,724 70 2,341 1,500 115 5,672 3,760 [ � "' "" "' "' "' "' PROPOSED STOP SIG PROPOSED STREET SIGN / WWWWWW W WWyW O , , , w O 26 6 860 4 773 71 2 461 1558 116 6 049 4 003 o m / 28 7,623 5,405 73 1,763 1,367 118 6,437 4,382 \\ / ,io' MULTI -USE ASPHALT PATHWAY, �. 29 6,312 4,323 74 1,765 1,369 119 6,489 4,397 O O PC: ���, �/ EXTENDED TO MONTGOMERY RIDGE 30 4,477 3,296 75 1,776 1,379 120 5,366 3,454 10+ 7.89 -�` �` "PROPERTY LINE. TRAILWAYTO BE EXTENDED - - 31 3,630 3,090 76 1,765 1,369 121 5,059 3,352 TO THE ENTRANCE OF ANDMONACCESS E RIDGE w _ 32 3,630 3,090 77 1,769 1,372 122 5,090 3,464 ONCE CONSTRUCTION AND ACCESS EASEMENTS F- :-�� u 33 4,477 3,296 78 2,471 1,598 123 5,134 3,448 F HAVE BEEN RECORDED BY THE MONTGOMERTY G ---- 1o'MULTI-USE ASPHALT PATHWAY,` \ RIDGE HOA FOR THE TRAILWAY EXTENSION 34 4,107 2,890 79 2,462 1,594 124 6,353 4,311 O w INSTALLED WITH THE PHASE z POLO GROUNDS / 35 3,030 2,490 80 1,774 1,378 125 6,235 4,204 x ---- SIGHT DISTANCE=5oo ,� m ------- ROAD EXPANSION PLAN (SUB-2017-117). ` 36 3,030 2,490 81 1,782 1,386 126 6,195 4,176 JOB NO. ----- SEE ASPHALTTRAILWAYONSHEETI ° O 37 3,737 2,656 82 1,782 1,386 127 5,451 3,532 ni - 4 o GFF PHASE 2 POLO GROUNDS 0 PLAN DNTRANC ODETAILS SIGHT��S\A\/VC�`� \ \ \ O 3 GRAPHIC SCALE 39 3,030 2,490 84 2,7408 1,556 129 5,927 4,036 �$ZA Jr0 (SUB-2017-117) O ° �5 B° 60 40 4,081 2,942 85 1,802 1,394 131 5,289 4,244 - !�_o\ 41 4,OS1 2,942 86 1,802 1,394 131 5,289 3,519 1 "=30' 42 4,503 3,216 87 1,818 1,414 132 5,292 3,520 FEET) 30 ft. 43 3,172 2,540 88 1,849 1,450 133 5,292 3,520 SHEET NO. 44 3,172 2,541 89 1,873 1,476 134 5,292 3,520 5 45 4,418 3,149 1 90 1,880 1,483 1 135 5,292 3,520 `� LOT ;' I b " / .. "AGE LOT 45 • 79 o U / TH 0 MATCHLINE - SEE SHEET 7 A/ F� o ` �splcl LOT s' o° N I SCOT T R. LLI is'Z EXISTING PRESERVED / 44 (z C (i ' l _ O \ LOT x \ t� Lic. No. 035791 / \ 21 o / Gq)CgR l r Gq CqR LOT STEEP SLOPES (TYP.) �'. „ Rqc� ' ' •. ` %v / RgcF l � / "0.po 09/12/22 �4 r� SFD LOTS NOT PART LOT \ \. / 78 / p� 7 OF THIS SITE PLAN 22 �SWM FOREST OPEN \ OPEN / LOT IO6 / o GgRq R8� z'� SSroNAL �� / OPEN / I / SPACE EASEMENT \ SPACE / cF LOT r � � / INST. NO. 262200oioi83 43 c(z�cq •"/ � ,. ry / / .. PUBLIC GREENWAYTO BE SPACE LOT O DEDICATED TO ALBEMARLE COUNTY zo \ 'NO PARKING' SIGN FOR CUL-DE-SAC \ �h / CG-6 CURB (TYP. AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMA201800011 (P) SFD / / ROADWAY PREVIOUSLY APPROVED / LOT s' / ` y j N / \ go, 76 CG-12 (TYP. G ` LOT LINE (TYP.) / o /� / UNDER SUB2021-000z6 BROOKHILL - 4z (2JC M cq S' CONCRETE LOT BLOCKSi6 & 17 - ROAD PLAN cgRgGF qRq F SIDEWALK N / z / �3 (NOTE: ROADWAY DESIGN NOT PART \ / / / LOT TYPE III BARRICADE Lu OO SWM FOREST OPEN / \ _ OF THIS SITE PLAN) / / o SPACE EASEMENT / — \ (il 8r / u INST.NO. iozz000ioi 3 LOT / BLOCK 1� \ N �o / GgRgc // z 19 oo / SS�� PARKING ALLOWED ON / h , ti o� q F OT / / a Ln /5'CONCRETE SIDEWALK Q 0X �Q _ _ // FSF��� THIS SIDE OF THE STREET y ,' Cq 80 74 / y // l Oz o ;L I i Yp ca LOT titer v/ u z Lu 73 LOT a GCgRo w �Q �O Jm" 41 RgcE FiP 0 0 m O LOT 1Xho ;oe� CG-gD ENTRANCE (TYP.) LOT / \ C �6X ° d / LOT ryy/ w z z 7 CG-6 CURB (TYP.) . • 24 LOT poi cq q � �8j' G / _ / ~ LL 0 DRIVEWAY (TYP. h° / R c� / �' _ Rq LOT �' 36'F o) / I / 4p ? ti : CG 9D G`� F/ z UNDERWAY PREVIOUSLY APPROVED/ W o ROAD SUBzoz1-000z6 BROOKHILL - \ / cgRcgR / h ENTRANCE 8 i sz BLOCKS16 & 17 - ROAD PLA A \ / LOT ao q / } �SFjA (TYP.) o \ / y�� PROPOSED 4' BIKE LANE (TYP.) uj (NOTE: ROADWAY DESIGN NOT PART T1 00 , 6 •° / xoo FjA \ / o / G OF THIS SITE CLAN) LOT / 6a82o y�x X / — o / / 39 cyRcgR /� ° yo Q Q, NO PARKING' SIGNS TO BE PLACED y* - EXISTING ioo-YEA FLOODPLAIN (TYP.) / i qcF/ / ?s oc c�P��' \ EVERY 150' ON THIS SIDE OF THE STREET /G' �� LOT LOT 38 25 ��e� 3° � �qc� LOT � �)') N N - - / o ��/ �' 'I'q qh' l c�° v C'9 C'9 70 // �/ N N xh /o I ��/P�e�¢ yti ti Q, RgGF / <° // ¢ � c i x / PROPOSED WALL CD (MAX. HT. = 6') m m LOT LOT V `�/� LOT �, ����o / �2Jcq a2 69 loca o 0 16 27 3�Q�/ 37 LOT \ - 26 you /N / � � • • (� LOT � / �% 2 : 5' CONCRETE SIDEWALK 9RcgR8r / -NO PARKING 6' PLANTING STRIP I / LOT ?o 0(pc 68 / SIGN (TYP.) o ro _ LOT LINE OSED �° // 36 t (z Rqc�/ / // oo / .. �2J�a LOT \ u ti // CG-6 CURB (TYP.) _ (TYP.) // � � /� y a. � ;' RgcF 8� 67 x J / h q PUBLIC EMARI AYLI BE LOT _ ® �+z 2z } /�/ �C � G�q L 6T PLANTING STRIP DEDICATED TO ALBEMARLE COUNTY / / � / j _moo LOT o �J, R R ` • ('7 ATTIME OF FINAL SUBDIVISION PLAT, _ PER PROFFER #z OF ZMAzol8000u 35 C. / yv I ` cF 1, / / M 15 ���o 'NO PARKING' / ` O) Z 40� (2j �h��l xh° f SIGN (TYP.) LOT / EXISTING MANAGED N l / xh STEEP SLOPES (TYP.) a VARIABLE WIDTH PRIVATE o / LOT SFD LOTS NOT PART / / �, j " �o ,,, / � WALL MAINTENANCE �� 34 Q- � � ' �� � , � � / EASEMENT OF THIS SITE PLAN / ^° �C Oy N /�S P '� y � A, cV, cq 8 / EXISTING STREAM (TYP. INST. NO. 202200010183 _ / //� / Q� ��o°, r v I a , � � J C. o . G Q. qc LOT � I L.LJ SFD LOTS NOT PART / PARKING ALLOWED ON N I THIS SIDE OF STREET \ gRc�R / / �P /k� �'v0^ry ePc'e c' c & 64 I OF THIS SITE PLAN cF / oo /o`J ti ti �gRgqR a, / cF e� �N I LOT LOT yWO h e�, me O o° \ �4 33 1 // .. / e ��'hC ���� GgRCgR&2, L63 �� roy GR-z GUARDRAIL TYP.). ( N I I LOT d i / ti / qcF P / STA. 16+35 TO STA. 24+50 =\ W Q I CG-gD ENTRANCE( Yp. o 2 c�zjc % LOT , ° 9 / gRygy . �z /h p i \ ,/ / LOT z22, c / � �gRcgRaZ, 62 �P� �J�� 0 J z CANTING STRIP V / 32 p• 1( \ PARKING ALLOWED ON r ' / h° LOT o NO PARKING' SIGNS TO BE PLACED EVERY _ LL / ° / /` (' / y ° ��J� G / z 0' ON BOTH SIDES OF THE STREET W THIS SIDE OF THE STREET / y Q 5 5' CONCRETE SIDEWALK- / LOT ��loh° W 'NO PARKING' / 31 F P ti (2 LOT Lu LOT \ SIGN (TYP.) < l ti / ~ rI z5' E/P E/P r2 NO PARKING' SIGNS TO BE PLACEDL9 'NO PARKING' SIGNS TO BE PLACED / ` a EVERY 150' ON THIS SIDE OF THE STREET / + — LOT a i / LOT �6( EVERY I25o' ON THIS SIDE OF THE STREET a 1 \ TOT OT SF) � 2r ��' ��% o° 4 � Qom, � � SRO ��� 9 � � `�7C� Q S EDT S, 30 �P/ o yam; / �Pe�' c�SF 59 ' Q °o i SWM FOREST OPEN Q — — — — a ET1 \ (2j / ryo / SPACE EASEMENT _ Q Q INST. NO. 202200010283 U J o (1 c LOT � � / G-6 CURB (TYP.) cgJcq F \ Q� JQ / W V l II 1 y EASTERN PARK Y LOT �, 1 B CIVIC AREA LLJ o.55 ACRES 1 \ VARIABLE WIDTH PUBLIC 1 \\---SIGHT DISTANCE EASEMENT �\ GRASS RECREATION---,,.,x t. & ti / rohtC�O / ul J _- -- INST. NO. 202200010183 FIELD (12,000 SF)/ / / h LOT / / PROJECT BOUNDARY (TYP.) \ • -- / w J 6 H co 6' PLANTING STRIP > ry / 6g qq� &1 5 /f w W I u! PROPOSED ` w J cF j /, �` W r / / // FIRE PIT AND 'NO PARKING' o / ' .., LOT PROJECT PATIO MEETING SIGN (TYP.) yy° ' 1 cy'R q� 81 55 \ LOT LINE (TYP.) / BOUNDARY(TYP.) AREA J 1 \'� - --... ,. OI \\ / qcF r o° � \ LOT + \ ~ S' CONCRETE SIDEWALK GR 81 54 LJ /` O ��\\ d 0 ' ` • P• °��,�, � � LOT / // / 0 � CG-gD ENTRANCE (TYP.)E�e�. 53 y 5 1 N v C� axh / ( 7 EXISTING PRESERVED \ 1 \ NO PARKING' �1Q STEEP SLOPES (TYP.) 1 \ y p pCD \ SIGN (TYP.) ro ( qcF LOT /e'' / / / 0 N /// LOT ko 11 o / ti /�q�a a�, 52 \ � / 4' BIKE LANE (TYP.) 1, q r ti i cq v LOT ��� I / U r OPEN G SPACE I i' 1\ \ Ac p w 1 8° o / / ✓cy c OT / / I / a uu) O i 50 5'R JOB NO. 1 �'x OT / / / 0 / 182150 O CG-12(TYP.) 11 0 \STOP SIGN m\ r gRgc 6� 49 // / GRAPHIC SCALE SCALE LOT 1 \ / \ 6 / F / ho00, / 9 h' 1Ok°O / '� / C��C"9'P `97 8T / / y1X 30 o i5 30 60 � j ^' 1 � STREET SIGN � '•< "• . / 1 n 30l PROPOSED WALL 1 //\ ry / / F / SHEET NO. NANCE EASEMENT / \ S . ' / cziC LOT / ( IN FEET ) 1PARKING ALLOWED ON \ ��A� x p MA HLI E -SEE HEET 1 inch = 30 ft. 6 ------------� " w PUBLIC GREENWAYTO BE v w DEDICATED TO ALBEMARLE COUNTY w w w w w w w w w w AT TIME OF FINAL SUBDIVISION PLAT,w Z \ J PER PROFFER #z OF ZMA2oi8000ii I p \ c w w w w w w y w w w w w w w w w w \ w rl \yam w w w w w w w w w w w w w w w w A/ w w EXISTING PRESERVED. �1 O \Q PROPOSED WALL y N w w w w w w w w w w w w w w w STEEP SLOPES (TYP.) (MAX. HT. = 6') pl O y \ f, m — PROP SED w w w w w w d w w w w w w w w w LOT LNE(OTYP) //"` ml yOm Iry PUBLIC GREENWAYTO BE w w w SWM FOREST OPEN w DEDICATED TO ALBEMARLE COUNTY VARIABLE WIDTH PRIVATE PROPOSED WALL wl z �� \ ] w U, SPACE EASEMENT4 w PROPOSED WALL w w w w MAINTENANCE EASEMENT v ATTIME OF FINAL SUBDIVISION PLAT, INST. NO. zozzo0010183 (MAX. HT. = 6') WALL MAINTENANCE EASEMENT PER PROFFER #z OF ZMA2oi8000ii VARIABLE WIDTH PRIVATE w w w w w W w w PROJECT BOUNDARY (TYP. w w INST. NO. 2022000io183 WALL MAINTENANCE EASEMENT ' w w w INST. NO. z0zz0001oi83 w w w w w w w w w w w w w —_ \ LOT \ 1 \ SFD LOTS NOT PAR' LOT /- OF THIS SITE PLAN \ \ \ 11 0 �34 CG-12 (TYP.) `'0 1.. LOT w w w w w w w w w w PROPOSED WALL — U A 133 V A\ �1 - \ w w w w (MAX. HT. = 6') / — — — — — — \\ LOT STREET SIG sR \ \ \ LOT —'-------- \ 132 127 LOT LOT / I 128 I I \ 131 \ \ OPEN // NO PARKING' SIGNS TO BE PLACED I I LOT WI w \ w S ` % / SFD LOTS NOT PA SPACERT \ EVERY i5o' ON THIS SIDE OF THE STREET LOT 130 \ CE ti6ti� / h v w w\ w \ w w OF THIS SITE PLAN \ +00 15 1I' LOT \ CG-9D ENTRANCE (TYP.) ��9 6' PLANTING STRIP \ �. \ ." - �ni �w Si 126 PROPOSED WALL) w S 4 1 Zsn \ plc' W W W \ (MAX. HT: = 6') � ° • .:.. � � PARKING ALLOWED ON THIS SIDE OFTHE STREET 14+o0 C��L / 32 Ell _EIP VARIABLE WIDTH PRIVATE F� R D MPR E� o _ i STOP SIGN o \ 5' CONCRETE SIDEWALK I + \YP l OA ARE W W W -<WALL MAINTENANCE EASEMENT N j S' S CG-6 CURB (TYP.) 13+5 U u o 1 \ o W w w w w INST. NO.'zozz0001o183 I I O O C RIW 1 �_ pR Vg _ w \w w I + �3+0o z,2ao� 54 P �sR �+ STOP SIGN LOT 1 O 36 PNLE�� — —\ 5GARAGE g — PEED LIMIT I 6 w ROADWAY PREVIOUSLY APPROVED I R k — -- 2O 00 0 UNDER SUB2021-00026 BROOKHILL - I LOT 10+00 1o+so 11+0o w 1�+5� — — — $ 12+0�� — — CE=ag — \ n 2 - LOT 1 m N I w BLOCKSI6 & 17 -ROAD PLAN 125 — — LL — I_ — — — — o — SIGHT DISTAN gr� CG (1\CAR 97 — �Y (NOTE: ROADWAY DESIGN NOT PART I _ " a ` NO PARKING 1z (TYPJ I - GARAGE gg' I � v+l OF THIS SITE PLAN) d SIGHT DISTANCE=186e — — — z5 N N r h a SIGN o m R (TYP.) STRE SIGN oN o o I A N yl TYP ET ;• -q ' u+ 1 LOT x ' O PARKING' SIGN FOR CUL-DE-SAC — _ _ u 1 F m (z1CAG� N AR 96 �I I I _ 4 ------ — ,S`,R / — r.+ I mx 1010 GARA\ I \ N \ 1�1C nFm += 1 y G-6 CURB (TYP.) /} \ T� ti9 — NO PARKING EI _EIP GARAG�g I w w w Iw w WW Ww �W � 10I I O ww w .I, w ww �II I ww w �' I% L�_:e�mI �-W�e�I�lI 'Eml \ \ \\ ' I .. ) ' ...,•... .. .^• � �� +o� aV � _ -- •" - 25 FI 1 RI`N isq,EM1s1Nn-..c-IUK-A(rA—t P.) � I (G1)ACRAARGE 89 o- 7no�1 SIGN (TYP PROPOSED WALL CG-12 (TYP.STOP SIGN LOT (MAX. HT. = STREETSIGN 95019 O 0 GARAGE 109 1 � 1f 1 1 •..'.vv 1 O w I I �ITII�� \ -III LOT co U 1 5'LANDSCAPE& O m o LOT F W W W dl O I w ilYal \ Il�r lay _ I I u II el III I D MAINTENANCE ESMT + CAR 94 1 122 Q a m I �4 N h) m ul_ I J p O 3 r N may% a 1-1 V LOT / / �iil uli, & PLANTING STRIP J I W a _ _ 1°� INSTTO. zozz0001o18 — I w rui-mu ur W a _ 1 �- LOT e'nnw.GARA w o o r 124 CONCRETE SIDEWALK V O (2TCAR I I seTeAa Tvv. D x I n I w w CONCRETE a GARAGE n. LOT ® PROPOSED WALL \ \ I alp _- O - I_o 1 108 (MAX. HT. = 6) \ \ / J Eu l urL I — — — — ¢ as PROPOSED I J BAR R 93 1 I- — — — - CG-gD ENTRANCE (TYP. n I v GE llilll 1� \ W II u O w w w I I31�u I'u \ i�rf o LOT LINE (TYP.) 1 II• IIII III — + VARIABLE WIDTH PRIVATE \ \ / LOT lElli l PC:1-+03.58 yp1 (Z\CAS{ I J \° SWM FOREST OPEN \ LOT E I J CAR LOT WALL MAINTENANCE EASEMENT / II °ml l ` �- _ - - LOT GARA .. $' (TYP.) GARAGE M Lu l SPACE EASEMENT „ 12 112 a 92 INS`f.'NO. 20220ooio18 w w 31 E ozz0001o183 \ 3 /� =M- - LOT I I 10] N J 'NO PARKING' SIGNS TO BE PLACED Q 1 3 INST NOIiz \ IMF u I a PARKING ALLOWED ON ttt EVERY i5o' ON THIS SIDE OF THE STREET U w rw% O IIII _ II 1 - 121 1r" �^x 1--- ------ iv U) LL / III III THIS SIDE OF THE STREET I 88 LL w w ( m \ �� mIIww,IWr �— EXISTING MANAGED mll III �p1 z5- E P-E/P G-gD ENTRANCE (TYP.) — — — — — — — = 98' __ — 5' _ _ — Q m �LfiiiiaflSTEEP SLOPES (TYP.) — — — — — r SIDE SETBACK (TYPJ Z CL w w \ i �I I�I�IIII� I _-------- - -1 O w v , m=u°l I- i. um Tm E=lIIIIII rmWeleeLll luIIuI IuIIr e f - — l T aw °w mo o LO FLOODPLAIN (TYP.) v xu zCAx w w 7THIS SIDE OF THE STREETPARKING ALLOWED ONI °w oLOT GARAEXISTING too-YR 91 LOT E �9 SWM FORETOPENJ PROPOSED / 120 o g6 r r�lll=1. Ow / 106 (z) CAf� _ O -II Ili II SPACE EASEMENT LOT LINE (TYP )IJ- 'NO PARKING' SIGNS TO BE PLACED / LOT GgRgG€ I o LOT '\ q IICI �IEIILIIICIEIIi- � I / m III INST. NO. zo2z00010183 w uI11PW 11 w w w w w w \ WI-IIII III II / EVERY 1 0' ON THIS SIDE OF THE STREET Sy 3 Z GARAGE I 90 o w N I - - - 101' Q = �n — — o LOT m u O O w XISTI 1 STREAM TYP. �m BLOCK 16 / \ F — — I I.. I Q N LOT cg III I (TYP.) iu �I ' / ti5 / -- - - -- - - - - - Y I 105 (_) cAg o Z N l�) CAR Y I w w \ mW�l II o -- -- - I m GARAtlE I ro O E w a GARAGE 89 O w I .lil W a�leu / / x xu Ill Ilb II III I I L o w n O/ +' \ If m1 Cm�lC IE1. A^�,: yN C Y I v O 1 — WCI W�LI�I W-I b° PUBLIC GREENWAY TO BE r-n III=Y-' / vw Y 1oz' J l a ^ w .. r lem=,1�7Em ➢ LOT . LOT _x v I Ln ce _ n LOT I DEDICATED TO ALBEMARLE COUNTY l� l�� lEf�W�lEul / I o w c AT TIME OF FINAL SUBDIVISION PLAT, W w �� W W,,III,�„aIF' / / ��9 / 114 m� I LOT ry ARAGE 88 0o I PER PROFFER #2 OF ZMA2o18o003. ` / I 1?x o 104 (z) CAR / \ I _ d� v // I f 48R �syz GARAGE a n a t $S LOT T PROPOSE) " LOT LINE (TYP.) ry + / I CG 9D ENTRANCE (TYP.) LOT GARAGE PROPOSED WALL II o� H I ro vw • 82' — O \ W — CG-6 CURB (TYP. 103 ry — x w ry LOT (MAX. HT. = 6') ° o CG-gD ENTRANCE (TYP. o E1) CAR x u I O \ 'NO PARKING' SIGN I -- o 86 o w I N --- j- _ _ o W / SFD LOTS NOT PART FOR CUL-DE-SAC LOT _ ET698` - I N I ry I E2 OF THIS SITE PLAN ES� LOT 1 S SID L m 115.ARAGE H y in .e xv 0 w LOT 118 / \ / / L — 25' MAX. FRONT PC OO + 0T i _ SETBACK (TYP.) 1 w w w w w \ 102 _. w \ / \ / R - ,. PC• 1 +�•06, — — 'NO PARKING' SIGNSTO BE PLACED 5 CONCRETE SIDEWALK GARAGE / o ROJECT BOUNDARY (TYPO \ / 1 + I � 1 I EVERY 150' ON THIS SIDE OFTHE STREET \ \ m 99, I '" I (i)CAR LOT is ARLOT CS / ary (�gRAGE 84 ON \\ VARIABLE WIDTH PRIVATE 101 \ / LOT \ a G ry )CA 81' WALL MAINTENANCE EASEMENT \ 1 LOT j b Gq R / INST. NO. zozz0001o183� A 117 ii6 _ _ 1 "' I RAGE LOT \\ 6' PLANTING STRIP / /° / 10o I 4 83 owl ry 4 BIKE LANE O w w LOT �a ry o w OPEN _ - - - / 0 100 _'NA�EI / I o 1 (1) CAR 81� N / SPACE \� _��� \ - \\ / - RAGE L8 Trn ow 11 O 1 I_ l 10 2 I ry 1 dCR 81 EXISTING PRESERVED �\ w� BLOCK LINE (TYP.) / �Y LOT Pr.18+ 6.70 ARAGE LOT G I \ o w �q / STEEP SLOPES (TYP.) ) CAI, 99 \ 0 RAGE I I 81 k V ROADWAY PREVIOUSLY APPROVED. / \ UNDER SUB2021-00026 BROOKHILL ■ ■ ■ ® ■ (zllcgR 8z °, BLOCK516 & 17 -ROAD PLAN �� ■ ■ / \ \ I \ \ * / G RAGE LOT N ` (NOTE: ROADWAY DESIGN NOT PART OPEN /- +/ o I OF THIS SITE PLAN) SPACE / M` ��°�� �_/ 80 0o I PT+z BLOCK zj� a� / )CAR01 E S - - - LOT >/ ry "'AGE LOT ow79 ; MATCHLINE -SEE SHEET 6 45 r ry SCOTT/R. 7bLLINS7 Lic. No. 035791 p 09/12/22 rvj 'OSED TYPE III BARRICADES & OF ROAD SIGNAGE PER VIRGINIA K AREA PROTECTION MANUAL z J o a m z Z Lu 5 z z 0 O W t N ROADWAY PREVIOUSLY APPROVED L z UNDER SUB2021-00026 BROOKHILL - LL —BLOCKSi6 & 17 - ROAD PLAN (NOTE: ROADWAY DESIGN NOT PART OF THIS SITE PLAN) W VARIABLE WIDTH PUBLIC SIGHT DISTANCE EASEMENT INST. NO. 2022000io183 I �6' PLANTING STRIP 5'CONCRETE SIDEWALK 'NO PARKING' SIGNS TO BE PLACED EVERY 250' ON BOTH SIDES OF THE STREET 4' BIKE LANE I � G-6 CURB (TYP.) ROJECT BOUNDARY (TYP.) ROADWAY PREVIOUSLY APPROVED UNDER SUB2021-00026 BROOKHILL - BLOCKSi6 & 17 - ROAD PLAN (NOTE: ROADWAY DESIGN NOT PART OF THIS SITE PLAN) GR�PHIC SCALE ( FEET ) 1 inclf = 30 ft. N N N N 11J N0 CD N Q W N 000 m 0 0 0 Cn ZM M z N Q J N Lu o W Cy)"-, N W Q Lu z Z J LL J LL ® U 1 LLl L9 O r� _, 0 ( 0 z Q W Q U �,r-I w ' Vl Y Lu \ / U Ln 5 O U) _JLu �®® W ZLu � J U) ~ � 2 J w elf E J O/ Q ck 0 O O N U W J r w a U) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 / I ' OPEN / PROPOSED 8"x6" REDUCER \ \o \ / / OT %/ MAC N E _ - -_ SPACE �s. / „4/ 49 3 LOT PROPOSED o / \ LOT /% x0� / W W j \ VARIABLE WIDTH ACSA 8 1 CROS \yo ° PROPOSED 8" 48 // j ti^ W-8"G:V. DI WATERLINE / - / I UTILITY EASEMENT / a r PROPOSOT C SANITARY SEWER / INST. NO. zo2z000ioi8 ��x yv --_-- °° 00/ 47�: 3 " o VARIABLE WIDTH ACSA / X/ OT UTILITY EASEMENT F / _ \ 46 INST. NO. 262i6001(7183 PROPOSED 8"x6" REDUCER PROPOSED / 6E DI WATERLINE d1x \PROPOSED SANITARY SEW\\ 3 o \ w ` xo /) so PROPOSED WSERVICELATERAL (TYP.) ATER l Q / / ° / 0 PROJECT BOUNDARY (TYP. / ROPOSED 1 8" DI WATERLINE / Q000, / � SERVICE LATERAL (TYP.) V i A PROPOSED 12" DI WATERLINE / � VARIABLE WIDTH ACSA DD O 6 UTILITY EASEMENT / IN �0�0 T. N . zozz000lol 3 PROPOSED FIRE HYDRANT xh° �P 0� MH_g ASSEMBLYw/6'x6"TEE LOT \ s�� SF O COO v / v OpM O� 3 V PROJECT BOUNDARY (TYP.) /NDERIGPOUNIE) SwM 3 c L w e / , I DETENTI FACILITY �O �� \ �ROgF \ 40, / r / Q PROPOSED SANITARY SEWER \ \ So o Y I PROPOSED 6"xy"REDUCER / SERVICE LATERAL (TYP.) \ LOT EXISTING PRESERVED I I I o ° 3 2o' ACSA UTILITY 2 \ \`s �M \ �/ / STEEP SLOPES (TYP.) —� PROPOSED BEN W / 1 4" 45 EASEMENT v v v �0xo� Q EXISTING too -YEAR FLOODPLAIN (TYP.) I I � INST. NO. 20220001o183 � \ \ S s \ \ \� o / PROPOSED WALL / (MAX. HEIGHT=6') / a 4 MH-6 \ \ \ \ \ / MH 7 /-----' �� <5 v v / LOT / PROPOSED 12"x8"TEE I � / PROPOSED \\ \ (2)-12"G.V. PROPOSED y" DI WATERLINE V A / (1) - 8" G.V. LOT / I 4 PROPOS D WATER / /� \ \ \ / yh Q� MH- \ EXISTING PRESERVED SERVICE LATERAL (TYP.) \ / J \ /OJ��OQ STEEP SLOPES (TYP.) PROPOSED TYPE A / j S Q Q\ /MH-38 SHALL PROVIDE FUTURE / W a n / BLOW -OFF ASSEMBLY ' ACSA UTILITY / / ��O Q CONNEI zoCT TO BLOCK z8 / / ,' MH-5 /Q / W w I EASEMENT / /, / Z I / � INST. NO. 202200o1o183 a< II LOT / \ LOT �M 4 SCOTT R. LLINS Lic. No. 035791 p 09/12/22 J - Z O L � d m U � o g z O o t _ � J UJ z LL i Lu ce N N N N UJ O O N N W ON 0 0 � PROPOSED SANITARY SEWER $ y SERVICE LATERAL (TYP.) i /A W W \ LOT PROPOSED FIRE HYDRANT / TIE-IN TO EXISTING 2o" DIP SANITARY SEWER WITH A PROPOSED 6o" DIAMETER DOGHOUSE MANHOLE. O: �' / 3 ASSEMBLYw/ 12"x6" TEE / L9 Oi \ ONCE THE BASE IS INSTALLED (PRIOR TO MANHOLE SECTIONS), A PIPE SAW SHALL BE USED TO CUT THE /l 6 \'� / /i i o TOP SECTION OF THE EXISTING PIPE. A TEMPORARY COVER SHALL BE INSTALLED AT THIS TIME AND THE J PIPE CUT SHALL BE SEALED TO PREVENT DEBRIS FROM ENTERING THE EXISTING LINE. ONCE THE MANHOLE O l SECTIONS ARE INSTALLED, THE TEMPORARY COVER CAN BE REMOVED. THE MANHOLE WILL NEED FULL — — — — L — 4/ m C3) EXTERNAL SEALANT AND AN INTERNAL COATING INSTALLED. THIS SHALL ENSURE THE NEW MANHOLE �MH-1 IS WATERTIGHT, SINCE NO VACUUM TEST WILL BE ABLE TO BE CONDUCTED ON THE NEW MANHOLE. cY) J W �WW WWWWWWWWWWW W j ——--________ s / 3 �► , / / CV E� / w w �� ��/� a b � / O 20' ACSA UTILITY H -3 / \LLL,]I I �� EASEMENT /� � i° 1° INST. NO. 202200oio183 N ' NOTE: ALL ROOF OVERHANGS, PORCHES, AND FOUNDATIONS --"----------- -- c W N cn �— EXISTING R SANITARY _ _ ° w =J / SEWER EASEMENT - r " l SHALL BE OUTSIDE OF THE UTILITY EASEMENTS. — -DB. 1 o PG. 1 ~Em PROPOSED 22 y5° BEND a / Q 45 , 3 3 writ o / / W EXISTING STREAM (TYP.) ��' (� ��p°1ii 1_1'��,! xo > �°/ pia a ui aQ / _j ROPOSED 22 / �45° BEND SWM FACILITY tiX5 / a Lu Lu ^ Z A PROPOSED 12" DI WATERLINEa 15 ba a — ° _J d �PUBLICGREENWAYTOBE I m L �F <�� / ��� a � Cz L~1rL J / , O / Q DEDICATED TO ALBEMARLE COUNTY I I i=i irr- / � AT TIME OF FINAL SUBDIVISION PLAT, _J m��'�tiJ a Oo \ I ���PER PROFFER #z OF ZMA ---- - - --i U OPEN titi / 3 a Oa W V �;i- H 'Mill- ® W `Y IIII=III III 3 Q W r- �- I 1�� PROPOSED iz" za0 U5°BEND � � / � � PROJECT BOUNDARY (TP.)ul co 2o'ACSASANITARY WI REMOVE BLOW -OF F&TIE-INTO ���w� � / 1_2 co LU __ 12" G.V. INSTALLED WITH THE \ DB. 5121, PG. 644 u w a / O PHASE 2 POLO GROUNDS ROAD' / - W %PLAN SEWER EASEMENT , SUB-2o17-1171 / w NOTE: WATER/SEWER CANNOT BE ACTIVATED FOR BLOCKS 16-17 UNTIL POLO GROUNDS ROAD / / / W W W . O (n PHASE 2 PLANS ARE APPROVED, CONSTRUCTED, � 5 1 � � L_ TESTED AND ACCEPTED. / W J w 0 O s � o O ( co 30POLO GROUNDS \��1 ��° o S � - s ROAD BUFFER _ — - S w _� Ijlr - - �a GRAPHIC SCALE N _ - W W W W v u u- ___ _ - _ _ _ n ° lh ■ e 70 o i5 3" a —w SEE PHASE 2 POLO GROUNDS ROAD PLAN — — — — — ( IN FEET) O w FOR DESIGN OF 12" WATERLINE EXTENSION, O _ — — — — — — — \ / W� O a 1 inch = 30 ft. a _ _ Eee \ O SUB-zo17-u7=� •, s JOB NO. 182150 STATE ROUTE 643 POLO GROUNDS ROAD _ _------- EXISTING PUBLIC ROAD — _ _ — — - _ — �5 ® \ - o SCALE 0 FIRE HYDRANT TO BE INSTALLED WITH o 1 "=30' PHASE 2 POLO GROUNDS ROAD PLAN, SUB-2017-117 s J�\� s SHEET NO. O ' �I ✓ — T PROPOSED FIRE HYDRANT _ / / LOT VARIABLE WIDTH ACSA \ — — ASSEMBLY 3 79 UTILITY EASEMENT _ 45 \ \ \ INST. NO. zozz000ioi�3 MATCHLINE -SEE SHEET 10 PROPOSED s"�DuunTERUNE w � _�/ r / O I / \ �_ / / LOT // / / PROPOSED SANITARY SEWER I ' / EXISTING PRESERVED STEEP SLOPES (TYP.) \ LOT \ / o\ PROPOSED ry o / / SERVICE LATERAL (TYP.) 12"x8" TEE „ A 21 44 / � ° � � °' �� LOT // � / (z) - 12" G.V. _ \ SERVICE LATERAL (TYP.) 3 / f/ �// / (i) - 8" G.V.O w • I � \ I LOT \ / PROPOSED WATER w A I\. PROPOSED WATER / SERVICE LATERAL (TYP zo' ACSA UTILITY ����� / LOT // VARIABLE WIDTH ACSA / \ O �' UTILITY EASEMENT PROPOSED 8" DI WATERLINE PROPOSED 4" DI WATERLINE I EASEMENT / ��� / 22 LOT INST. N6. zozz000ioi83 __ INST. NO. zo2z000ioi83 / / 43 / // ' \ LOT \ / PROPOSED TYPE A \ \ \ / PROPOSED SANITARY SEWER / / 77 \ v SERVICE LATERAL (TYPJ/ o /. 20 BLOW -OFF ASSEMBLY / � . `* � 3 3 PROPOSEDTYPEA / PROPOSED AIR -RELEASE VALVE \ // / / OT BLOW -OFF ASSEMBLY OPEN / LOT �,� // ° O 76 / SPACE �� 42 r LOT ' I LOT PUBLIC GREENWAY TO BE \ _ ,� �3 \ \ \ \ / / / / 4G 75 DEDICATED TO ALBEMARLE COUNTY 1 a - AT TIME OF FINAL SUBDIVISION PLAT, LOT / ' /' o° / PER PROFFER #z OF ZMAzai8000si 9 zo'ACSAUTILITY EASEMENT OPEN PROPOSED SANITARY SEWER MH-14 INST. NO. 2022000loi83 I ' SPACE SERVICE LATERAL (TYPJ / 5 � a � I / / � ���. A,. 1 °� /,/ ��°° - f / // � / I � MH zi � / � / � /' LOT ' LOT / / �s S / /// 41 x<o / y 18 X o'� LOT /' ;� / / y� 3 ///� Y / �2 2 O / PROPOSED 4" DI WATERLINE / t y^ S / // / I / / LOT / / / I / � / � / / / / .° i � .• � LOT 71 40 VARIABLE WIDTH ACSA % 3 II / // / / ° UTILITY EASEMENT LOT / � �� / 3 / � � INST NO 20220001018 / SCOTT R. LLINS� Lic. No. 035791 ,1, p 09/12/22 "Ai J - Z o k L c � d m C � � U z Z o g o t LU V/ z u ^> LL L c r Lu ce�/ O XISTING ioo-YEAR FLOODPLAIN (TYP.) / / o 3 # o ' LOT MH-i b ,' PROPOSED SANITARY SEWER 39 x° A I o° 3 o / / / / / b MH-zo PROPOSED 8"DIP SANITARY SEWER / 17 / / \ cl SERVICE LATERAL (TYP.) / PROPOSED SANITARY SEWER / yi / \ / / y1 yPROPOSED WATER / SERVICE LATERAL (TYP.) SERVICE LATERAL (TYP.) :/ VARIABLE WIDTH ACSA f 5 �/ LOT / 0 P UTILITY EASEMENT / / \ LOT ROPOSED SANITARY SEWER / a / / SERVICE LATERAL (TYP 83 INST. NO. zo2z000ioi/ l / /_, / / /v 3$ / / / �, �5PROPOSED WATER o LOT � 3 N cN" `i O i/ PROPOSED WALL PROPOSED WATER / / 7 w o 0 SERVICE LATERAL (TYP.) // SERVICE LATERAL (TYP.) yh �� /,' / // x� � . (MAX. HEIGHT=6') a x / / / LOT ROPOSED 2z" DI WATERLINE ,i Go ON I / LOT / 3 LOT �' j LOT �i / i / 3 ROPOSED 8" DI WATERLINE 6g ro / o 0 h ' h / � \ / � � • f.'' / ROPOSED iz" G.V i6 / ROPOSED 6"x " REDUCER 27 LOT V / 37 / = 4 26 5/ /. LOT j/ PROPOSED FIRE HYDRANT / / v / I ' � PROPOSED 8"DIP SANITARY SEWER // / / M � / \� �/ ,may 68 i / ASSEMBLY w/iz"x6"TEE / / 3 PROPOSED FIRE HYDRANT LOT / = yh 3,° / LOT X ° o ' ASSEMBLY w/6"x6"TEE / / 36 / / MH_i / - t 67 ti I ° � � / PROPOSED SANITARY SEWER e x PROPOSEDWATER / / / SERVICE LATERAL (TYPJ // 3 �� �// // L SERVICE LATERAL (TYP.) — / / ) LOT / / LOT x M I LOT O / 35 , // / / / 66 / 0 w ' cj PROPOSED FIRE HYDRANT / ', x�° / ^ V LOT / EXISTING MANAGED N ASSEMBLY w/ 8"x6 65 \ X�o STEEP SLOPES (TYP.) Q / / / / �� �� LOT / / / by �3 34 PROPOSED WATER I ��� � � --------- � SERVICE LATERAL (TYP.) � / LOT � W / PROPOSED SANITARY SEWER I 3 / v �� �� / / 6 � No SERVICE LATERAL (TYP.) / �� / // // ��� / / °o 4 // 0) �� J ,^ LOT / - - - _ / / / LOT / / o / r I � � / y / LOT � / y° i 3 � N V l / O / *�� 14 / / / �� 33 ^ / P 63 b LOT / / /� PROPOSED SANITARY SEWER / �(� / VARIABLE WIDTH ACSA ��OQO� o 29 / / \ SERVICE LATERAL (TYP.) �Q� " y / / LOT UTILITY EASEMENT f7 M H-ii l I o / J d - C 3 _ + / // LOT / / / / O� Q PROPOSED WATER 6z INST. NO. zozz000ioi83 Lu /� 2 r /�/� SERVICELATERAL (TYP.) ,� ��Q� / _J � Q Q yx QO LOT �° /Q� LL / / 61�i L T / / / / / PROPOSED SANITARY SEWER w �I I I a ®� _ 31 SERVICE LATERAL (TYP.)L LOT 3 _ _- < / in \ / ��- 13 / !I 1 Lu I + � LOT / LOT / VARIABLE WIDTH ACSA - _ � / �� °° 8 V / D �Q � W l- UTILITY EASEMENT I MH INST. NO. 2022000ioi83 - I 3 y / / 59 ��� oo ( I p _ I PROPOSED WATER / / y ~ - SERVICE LATERAL (TYP.)° i / V / Q / 0 r� I / � LOT � � � O 0 � ° (MHio �� / / / s OPOSED 8" DI WATERLINE $ Q� / �+ ° �I I PROPOSED 6" DI WATERLINE �/ 5 Q O �/ -.'" •- C� EXISTING STREAM (TYP.) _ I / w o / / / LOT - 1 0 ® ; � ���i // � xh / / i LOT � �� r l � � � -. � I— U ✓ �� I 12 PROPOSED WATER � / 57 you SERVICE LATERAL (TYP.) 1 3 `•7 % \ /'co / 3 5 / / LOT / / a ROPERTYBOUNDARY(TYP.) ul _j OPEN SPACE �� �i . / 56 / F— CO `, w ROPOSED ED 8" SDR-z6 PVC SANITARY SEWER ! \ �j ` \ w J PROPOSED 8" DIP SANITARY SEWER LOT / \ W J I PROPERTY 1 NOTE: ALL ROOF OVERHANGS, PORCHES, AND FOUNDATIONS yti / y/ / 55 o° I--1 BOUNDARY (TYPJ 1 3 o SHALL BE OUTSIDE OF THE UTILITY EASEMENTS. i ° C0 I I �n / y PROPOSED iz" DI WATERLINE 1 LOT ( s M - - _ / LOT ;� 11 MH gA a o / b : / 54 i w \\ ��,° e 0 : �� / VARIABLE WIDTH ACSA O ® ® 17 LOT UTILITY EASEMENT 3 O PUBLIC GREENWAY TO BE �® A ® Xh) / INST. NO. zozz000ioi8 1 EXISTING SANITARY SEWER y 53 3 / Q DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT 3 PROPOSED WATER �xh CD MM PER PROFFER #z OF ZMAzoi8000u / SERVICE LATERAL (TYP.) \ % ' 3 b CZ W LOT V °o PROPOSED FIRE HYDRANT / LOT �� / i 0 N ASSEMBLY 2 EXISTING PRESERVED 10 \ oo / / 4 / 5 y / �ROPOSED FIRE HYDRANT STEEP SLOPES (TYP.) MH-g \ \ yyx�/ PROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) ASSEMBLY w/ i2"x6" TEE / W A > SLOT I \ \ 3 \ /' OT /// / GRAPHIC SCALE Ln w O / J 30 o i5 30 60 2 �� ' - PROPOSED8"x6" REDUCER `ro y X�o ' ; 50 MATCHLINE - E H T 8 OPEN \ \ � .. ' �� : / OT / SPACE \ s � ( IN FEET ) V LOT PROP OSED oo / i LOT /% �° 1 inch = 30 ft. \ 9 8"x8" CROSS �yo" PROPOSED 8" VARIABLEUTILITY EASH ACSA / (4) - 8 G. \\\ \ D ATERLINE / PROPOSED 8" PVC SANITARY SEW / / / y1 s \ INST40010 UNIOTozz0000i8 ��oo / s` SLOT /„ UTILITY PLAN APPROVED UNDE SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD,&/UT ITY PLANS JOB NO. 182150 SCALE 1 "=30' SHEET NO. 9 / UTILITY PLAN APPROVED UNDER SUB2021-00026 ' , BR00KHILL 0C W OAD 8r UTILITY PLANS PUBLIC GREENWAYTO BE DEDICATED TO ALBEMARLE COUNTY' / / — + AT TIME OF FINAL SUBDIVISION PLAT, r N s w w PER PROFFER #2 OF ZMA2m8000ii z s i EXISTING PRESERVED O 07 w w \V w w v w w \V w w w w STEEP SLOPES (TYP.) Y PROPOSED WALLS x Al \11 w w (MAX. HEIGHT=6') C- Z J J PUBLIC GREENWAY TO BE \11 vV \11 - - \ DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT PER PROFFER #z OEZMAzol80001} LOT PROPOSED TYPE A 1 _ - \ BLOW -OFF ASSEMBLY w ,,�. _� 6-U v � 135 PROPOSED 20' ACSA PROPERTY BOUNDARY (TYP.) _ _ - \ \ ��UTILITY EASEMENT � w .� / - V LOT 0 w w w 134 S LOT 3 PROPOSED �' 1 \ \ �\ \ ------ ---- —�\ � I \ 1 VAR, WIDTH ACSA — — — \ 33 UTILITY EASEMENT / / \ LOT T. NO. 202200010183 + ff OPEN / _ _ -- - \ \ ( PROPOSEDTYPEA SPACE \ LOT - - - - - - - \ 132 \ 6+0 BLOW -OFF ASSEMBLY / \ \ 127 I LOT \ LOT 1. ° w " 128 I I �31 PROPOSED WATER MH3o PROPOSED WALLS / / I I SERVICE LATERAL I LOT /s y5 5 /+n= \ \ PROPOSED SANITARY SEWER \ (MAX. HEIGHT=6') / PROPOSED SANITARY SEWER LOT 130 SERVICE LATERAL (TYP.) � 3 W \\ \ "I ` SERVICE LATERAL (TYP.) P 129 \ S y5+op _ /w / PROPOSED 8" DI WATERLINE A LOT s" = �PROPOSED 12"x8" CROSS 17 ` �' VARIABLE WIDTH AC ° \ 2) -12" G.V. 2 - 8" G.V. SA PROPOSED S" DIP SANITARY SEWER � � 9 y4+5 w ()W \� UTILITYEASEMENT \ \ ` INST. NO. Z2E2O0o10183 I " +pp w PROPOSED FIRE HYDRANT �" \\ I yam, IN ` ASSEMBLY w/12"x6"TEE W W1 \ \ w w \ w \ PROPOSED WATER H �9 y3+oo / LDLP 6\\CRy PROPOSED 8"x8 " a oMH-z8 ROPOSED 8" DI WATERLINESERVICE LATERAL (TYP.) +53) - 8G.V.PS�PO o 8"x6REDUCER os T OEOo \ \ 3 0 \ w W w w W w \\ w w\\ I y2+50 O w w w \ w S o _ N w PROPOSED 6" DI WATERLINE 3 H I I W \ 35 LO LOT :' is+oo 10+50 11+00 11+ o 0 1zi -- / ✓ S T \ 97 12�w�° w \I PROPOSED SANITARY SEWER w w w w w w w w 3 m SERVICE LATE a' _ _ , _ ( I \I� I • °' o ,' SE E LATERAL (TYP.) I I N LOT W �fl(i 11'� w ° -� I • -..: _ _ I 1 LOT PROPOSED WATER +PROP BLOW-OFF ASDTYPEASEMBLY PROPOSED 4" DI WATERLINE PROPOSED 611 TEE g -- — P I 110 SERVICE LATERAL (TYPJ N 3 g6 .a 3 I CA3 PROPOSED FIRE HYDRANT - W W w 11 ASSEMBLY w/ 6"x6" TEE 64"REDUCER� LOT , I 3 \ o a 95 VAR. WIDTH ACSA O 1 1 r wiiil UTILITY EASEMENT 4 s- a I LOT 1 1 11 UTILITY EASEMENT I r i VARIABLE WIDTH ACSA_ . 1 LOT W II w �uiuii VA I INST. NO.202200010183 VARIABLE WIDTHACSAI 1 209 3 o + m ur �, 111 I I N O 20220001018 ° LOT ',,--UTILITY EASEMENT I 0 i LOT I INST. NO. 202200020183 PROPOSED SANITARY SEWER," ° - 94 y N _, miiu\\ / 122 „ '° ---- -- �-(TYP.),.. - / I } PROPOSED WATER / I 1 SERVICE LATERAL Iy � T I mill- WATERLINE -I I SERVICE LAT124 ERAL(TYP.)���,I 11 LOT I I a �I LOT 1 0 LOT PROPOSED 6 DI WATE VARIABLE PRIVATE SANITARY 1o8 PROPOSED 8" DI WATERLINE 9-. LATERAL EASEMENT INST:NO. zo22000io18 - 3 3 �ninii A v 3 /r— I$ I I \ \ / LOT V f I ^ LOT LOT ° 1 -- XISTING too-YR FLOODPLAIN (TYP) NOTE: ACSAACCESS / % 123 jl LOT I 112 O ` I I "• 92 I w 1 W W EASEMENT SHALL OVERLAP PROPOSE /) ° I �3 O 1 / SWM FACILITY ACCESS EASEMENT / j C I I 1 — J T ; — — — _ � w J j 121 s N — _-- J Lu m / ROPOSED 8" PVC SANITARY SEWER PROPOSED SANITARY SEWER - - - - — — — — 3 -� — — I ROPOSED 8" DIP SANITARY SEWER Q a 1 1 PROPOSED \ i;' S j — — — — _ FACILIT \ _ 'SERVICE LATERAL (TYP.) w — } Lu-- ---- --- -- ---( III �o MH-26 1 �O I 1 f Qla LOT Iz30 H- 6A 91 G ° a i�n o LOT 3 + 1 LOT .v ° / u=T- ✓ / 120 i Q x I I n MH-2 r �w mLu' w wm / a I 106 o s 4 T / _ �i�ui� / �' O I PROPOSED WATER /� PROPOSED SEMBLYw/6 �6 TEE RANV� I LOT SERVI �ELATERA� TYP.` 3 LOT aiuu m i ( ) a _ _ 11 - OPOSED FIRE HYDRANT go PROPOSED 6"x4" REDUCER �a N - L PR I ASSEMBLY w/8"x6"TEE PROPOSED WATERSERVICELATERAL(TYP.)- ! 3 LOT w— 1 I 1 I LOT Os m - VARIABLE WIDTH ACSA o° / -,-\ 1� I I Q 89 1 ?3 V�. r Wes.\� \ / = ?ROPOS WM / IINSTTNOAzozz0001o183 ENT ry b 33 I z3� " PROPOSED SANITARYSEWERI °� 3 / w x y MH- I PROPOSED SANITARY SEWER U SERVICE LATERAL (TYP.) 1 1 �. W r�. UNDERGROUND LOT / - I I SERVICE LATERAL (TYP_) LOT , Q m LOT n DETENTION FACILI Y LOT 119 PROPOSED 4"DI WATERLINE 11/+ n a 1 I 88 11 VARIABLE WIDTH ACSA I I I I 104UTILITY EASEMENT 1 ��� 1 �� I • TE PI SL PES (TYP.),/ NST. NO. 2022 S00o1o183 I I Q a LOT 1 O w FUTURE PUBLIC NWAY TO BE / I I SERVICEOLAOTERAL WATER TYPR ' yPROPOSED 8" DIP SANITARYEWER II 8] a 3 e _ O LOT DEDICATED TO ALBEMARLE COUNTY I I lO3 }I_ / AT TIME OF FINAL SUBDIVISION PLAT, _ _ O f; 3 /I 7 LOT ^ r 3 / w w PER PROFFER # O ZMA2o180001i - " PROPOSED AIR RELEASE VALVE I o / I I EXISTING TIE-IN TO EXISTING 18" DIP SANITARY SEWER WITH A PROPOSED 6o" DIAMETER DOGHOUSE MANHOLE. ( LOT _ PROPOSED SANITARY SEWER - - - - 1 / I I / STREAM (TYP J ONCE THE BASE IS INSTALLED (PRIOR TO MANHOLE SECTIONS), A PIPE SAW SHALL BE USED TO CUT THE LOT SERVICE LATERAL (TYP.) 5 I I 0 0 O / \ W TOP SECTION OF THE EXISTING PIPE. A TEMPORARY COVER SHALL BE INSTALLED ATTHIS TIME AND THE \ `� LOT � ,', � / - - _ � ° , I I I 85 I I P E CUT SHALL BE SEALED TO PREVENT DEBRIS FROM ENTERING THE EXISTING LINE. ONCE THE MANHOLE SECTIONS ARE INSTALLED, THE TEMPORARY COVER CAN BE REMOVED. THE MANHOLE WILL NEED FULL \ 118 S 34 \ / LOT p `` l _ VAR. WIDTH ACSA I 3 O / EXTERNAL SEALANT AND AN INTERNAL COATING INSTALLED. THIS SHALL ENSURE THE NEW MANHOLE \ — — — / * UTILITY EASEMENT I i -INST. NO. 202200010183 DD w� IS WATERTIGHT, SINCE NO VACUUM TEST WILL BE ABLE TO BE CONDUCTED ON THE NEW MANHOLE. \ VARIABLE PRIVATE SANITARY/� \ 102 _ + / ROPERTY BOUNDARY(T P.) \ \ LATERAL EASEMENT \ INST. NO. 2022000ioi83 PROPOSED WATER + w `V \11 w PROPOSED WALLS V / V SERVICE LATERAL (TYPJ LOT (MAX. HEIGHT=6') A BLOW -OFF ASPROPOSESEMBLY �/ LOT TYPEAn �I I 8 / EXISTING SANITARY SEWER \ A / I 4 I 3 PR 101 - 1I I I 3 AS LOT 1 LOT / Ll I I I I i \ \ iV] PROPOSED SANITARY SEWER OPEN\ VARIABLE PRIVATE SANITARY 116 / I SERVICE LATERAL (TYP.) 3 83 3 SPACE W LATERAL EASEMENTS /\ / LOT ROPOSED 8" DIP SANITARY SEWER ° I b / �/ `\ ` _ 1NST. NO. 20220oo1o18 \ / 100 0° � \._ _ �. LOT 3 PROPOSED AIR -RELEASE VALVE rN 82 � PROPOSE[ EASEMENTA I I�/ 13 0 EXISTING PRESERVED \ / STEEP SLOPES (TYP.) SCOTT R. LLINS� Lic. No. 035791 ,1, p 09/12/22 "Ai J - Z o k L am � d m U � u z` Z o g O t _o Lu V/ z H L Lu ce N N N N UJ O O N N ON 0 0 L ti ZM "' z N � � Q N Lu O F_ N V) ROPOSED AIR -RELEASE VALVE Lu z J LL CLu L L9 O T� ZQ H = U J ,--I W V H 20POSED 12" DI WATERLINE Y F- U Ln co O ROPERTY BOUNDARY (TYP.) co Lu Z� r_CO2 Jw O ED FIRE HYDRANT _Y w/12"x6"TEE Q O O O N u Lu F / LOT 3 / r : LOT l I I L 99 I I / / g1 ■ GRAPHIC SCALE p ■ ■ ■ ■ \ \ \ PROPOSED 8" DI WATERLINE + II 3 �� ■ ■ OPEN /� � o LOT ry �s g" 6" SPACE / l �11 37 g0 / cn M y / _ / % / 3 ( IN FEET ) M ATC H L I N E - SEE SHEET g LOT PROPOSED FIRE HYDRANT LOT " / VARIABLE WIDTH ACSA \ ,. 1 inch = 30 ft. 0 ® 45 ASSEMBLY w/8"x6" TEE 3 79 UTILITYEASEMENTL \ iVO. 20 20oo1o1i53 \ PR P I WATERLINE w w JOB NO. 182150 SCALE 1 "=30' SHEET NO. 10 r \ � VARIABLE WIDTH PRIVATE WALL MAINTENANCE EASEMENT ` N0.oz zz0001o183 / // W W W y y \ / �� � � I `I END J WALLA STA. 2 PUBLIC GREEN WAY TOBE- DEDICATED TO ALBEMARLE COUNTY�� 374 W AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #2 OF ZMA2oi800022 - /IN//,/\)Zj7,BG O. kl,3 3G7z6Gz32. 2000ioi83 374fW G/0.6, BW, OPEN I SPACE 68.67BW \ � 3 74 PROPERTY BOUNDARY TYP. ( 368 BIG s �66.67 BW / 368 BG UNDERGROUND DETENTION SYSTEM 'B� , _ � f ,� / ��' HEIGHT/=6� � � �r / / (MAX.( ) C_ I� EXISTING too -YEAR FLOODPLAIN (TYP.) I e PROPOSED WALL GEO-GRIDSYSTEM 3 r o / VAR. WIDTH PUBLIC FACILITY s_ / O & MAINTENANCE ESMT. I � INST. N . z zz 1 1 \ � S O o 000 0 83 / - /2�i� 374T � -- 368 BG \ 366 BW I / 392.67 GAR 394.67 FFE w I 384.5o BSMT / EXISTING PRESERVED \ STEEP SLOPES (TYP.) / / 3 VARIABLE WIDTH PRIVATE WALL LOT 3 / W W MAINTENANCE EASEMENT Q I ) (� 7 '-390 3 \ I N ST.' N O. 262200010183 �, \ C PROPOSED WALL 741 L \ .GEO-GRIDSYSTEM 368B 366 ew � 3686G / 3 66 E P ED i PR O OS 368 W/ 1o' PI \ STAR TOF 68 BC, INST. NO WALLA / W W STA.o+oo I - J VARIABLE WIDTH PUBLIC �/ PROPOSED VAR \ DRAINAGE EASEMENT �� FACILITY & MAIP INST. NO. 2oz200010183' + I I 361 EXISTING STREAM (TYP.) I� y W DRY DETENTION BASINV HE FUTURE PUBLIC GREENWAY TO BE i \ ' DEDICATED TO ALBEMARLE COUNTY `l / �AT TIME OF FINAL SUBDIVISION PLAT,1 + PROPOSED DRAINAGE SYSTEP PER PROFFER #2 OF ZMA--------- / I VAR. WIDTH PUBLIC SWM /OP IN \FACILITY AND MAINTENANCE SPACE - EASEMENT \INST. NO. 20220001oi83 34 1 PROJECT BOUNDARY TYP. s �-- s 3o POLO GROUNDS �� Ex-B8 IO 2 w O- _ 354 35�° _ — A FFER 35° - 35 w -- --- - - -� _ -54 y 356 — -- _ ------------ 7 i L ---ETIE-INTO STORM STRUCTURE INSTALLED WITH PHASE z POLO GROUNDS ROAD PLAN, SEE PHASE 2 POLO GROUNDS ROAD PLAN SUB 2017-117- -------- �J/ OR DRAINAGE IMPROVEMENTS, ----- __ - SUB-2017-117 = \ o o 10 tl 00 394.5o BSMT \ 46A oo GA > LOT !. 36 \ \ \ 46 `• /' % / 401. FF / 49 9 a xo0 i OT 8' HDPE ROOF DRAIN SYSTEM FF /SCDTT R. LLINSIZ 5� OT A HLIN�- 5 E T 12 0~ s 1i 400.67FF 47 // / - -� U Lic. No. 03579111 .X — — — ,9 / o0 \� / LOT / / / 0*0 o9/iz/zz �� 3� 9 / o 5 ROPOSED GUARDRAIL 34 \ 6 PROPOSED DRAINAGE SYSTE �S �11 zg i 4 / o �404 NOT NO PROPOSED GRADES SHALL EXCEED 2:1 S OPE. S7pxnL \ 31PROPOSED 12' HDPE YARD DRAIN SYSTEM �/ \ '00 d \ 99 I YD-1 w/ 1o' PRIVATE DRAINAGE EASEMENT ' x x \ S v VARIBLE WIDTH PUBLIC ° \ A�qe 'NO—: LOPES GREATER THAN 3a SHALL BE PLANTED ITH NA IVE 398.5o GAR Op �F o DRAINAGE EASEMENT 4o STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION 32� 40o.SoFFEBSMT ` \ OS� AO INST. NO: zo z000ioi��c / i , F_ O 39 33 � e0Q ro��/ SEEDS AT A RATE OF 6o LBS PER ACRE OR i LB. PER J.,000 SF z LOT ° 00 �� F \ _ V l C7 3 %39� a3 BOUNDARY z PROPERTY UNDARY (TYP.) GAR - Ln 12B 1�tP _3g6 o w �2 397.67 FFE x. / 387.5o BSMT o /60/a3y4 / Ln z z LOT / �� A 1 B EXISTING PRESERVED r O g 5 2 - -\ - - -� 4 STEEP SLOPES (TYP.) O z w OL \ 393.67 GAR i3 iy 1oB 92 s� 395.67 FFE \ \ 3gz �..� m in PROPOSED1 \ 385.5o BSMT ;0x �� / - IA w ¢ a V� z DRAINAGE SYSTEM / / o Po r H U_ lob LOT / / ��� roh CONNECT ROOF & YARD DRAINS _ / TO STORM SEWER INLET > U)\ t` 1 / / 1 394.00 GA / S° S / QO W o 396.0o FFE 385.83 BSMT P� J�3�L �L w r LOT \s / /�$6 2 — / 4� PROPOSED 12" HDPE YARD DRAIN SYSTEM 384 w/ 10' PRIVATE DRAINAGE EASEMENT 6 GAR 5o°INST. NO. zoza0000io183 / / / 393.67 382 — -� /� v N �2% 395.67 FFE PROPOSED DRAINAGE SYSTE / / / / / / / / w N N 385.5a BSMT // /� / �� o o - - 00 ON 33 GAR 33FFE 2� LOT i7BSMT/3 5 r iDPE YARD DRAIN SYSTEMS 4TE DRAINAGE EASEMENT i i 1220001ol$3 3 4� C0 3g--386 �s YD-6A - i / x�o � DTH SWM 6A / ti�j�� b 86 NANANCEEASEMENT / w 04 \ 5 or 6 o N (n VARIABLE WIDTH PUBLIC � % '?x DRAINAGE EASEMENT i / / // / N INST. O. 2022000ioi83 / i ,364 / _j Z z SFORESTOPEN i �_ / 11 6._ � /INST. NO. zozz000loi8 J i L J // 'SPAPA CE EASEMENT / / / / / / / J� 3 ///V / / / c d d/ Lu LL NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE / / / / / / / / / 0� 0-6 EASEMENTS TO THE EXTENT NECESSARY TO PROTECT p Z3S8 % / W / THE ROADWAY FROM FLOODING OR DAMAG I r / / / / / U �--I 06 a W. 1 B / / Lu p w�W W I U Q Z�' -356 C�7 ti I � co Lu \\ Lu J 1 // .WS W. � _j to Z W w/ V Lu O v / / 0�cl� 0 � GRAPHIC SCALE 30 0 rt5 30 �1 J 4% IN FEET ) A \ 0 Lu w ��� _� _A h = 30 ft. A V A a tzi: / SEE PHASE 2 POLO GROUNDS ROAD PLAN JOB NO. �\\ FOR DRAINAGE IMPROVEMENTS, 1— \ \�\ \ \ 1 \ \ \ 182150 / SUB-201 21 SCALE SEE PHASE 2 POLO GROUNDS ROAD PLAN3i \ V FOR PROPOSED POLO GROUNDS ROAD �� 1 -30 ' EXPANSION & ENTRANCE DETAILS, V A �� / -- _ SUB-2017-227 SHEET NO � I1 Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Prodded (feet) 6A 36 12.5 30.0 30 13 30 9.3 23.0 23 29 24 14.8 33.5 34 EXISTING PRESERVED I ST: EP SLOPES (TYP.)� I EXISTING i YEAR FLOODPLAIN (TYP.) �s I 1 I I PUBLIC DEDICA 1, I ATTIME PER PR( y O N PROPERTY BOUNDARY (TYP.) ISPA E I I WALL ST .z+6 4 / 4 / 4 0 /\ 40 TW ;4bqBG BW f 1 PROPOSED WALL 4 TAW (MAX. HEIGHT=6') 1 3 6�N/ 8" HDPE ROOF DRAIN SSYSTE 30 Bp \ '/ I I I 1 47w IIN P io' PRIVATE DRAINAGE EASEMENT _ INST. NO. 202200�Tr LOT b 1 47.67 FF LOTLip 1 -, MATCHLINE - SEE SHEET 13 / y5.67GAR i w / /l 44 rT63 % LOT 3i° // oAR o // y / \ LOT �426 / 44 / 4z* /0 446.3 4/ / \ u / 45.00 GAR i / 447.0o FF LOT 4/ x3 LOT \ 8" HDPE ROOF DRAIN SYSTEM w/ 445-67 F/FE/ / / /4o $ / / lo' PRIVATE DRAINAGE EASEMENT PP / r / /0 430.67 GAR 22 IN T IV / I y /6.33 SWM FOREST OPEN 43z.67 FFE S O. 202200010163 LOT / 448 0o FF lz"HDPE YARD DRAIN SYSTEM SPACE EASEMENT zz. o BSM / SPACE / / 3 LOT w/ io' PRIVATE DRAINAGE EASEMENT INST. NO. iozz000lo183 4 5 y31.00 GAR v 6 43 4433 // / o INST: NO: zozz000ioi83 / LOT �\ 431.67FFE / 445. oFA y/o 77 �l 8 20 �� 8%i 45.67GA / 43 FF / ry zz yz8.33 GAR 430 o ' \ / i 430.33FFE 8/0/ / LOT /•.. // ti 420.17 BSMT / 4 s 42 i �1� 4433 GAR � 446 ,/` zo/� 431.00 GAR LOT �36 CONNECTROOF DRAIN - z 445.00F 67 FF LOT �,, // / w� 3 SCOTT R. LLINS� Lic. No. 035791 � p 09/12/22 "Ai 1 431.07 FFE \ TO STORM SEWER NLET / - \ 3Z. WIDTH PUBLIC 0 / \ $% \ 43? 8" HDPE ROOF DRAIN SYSTEM wl / ; •: 4433 G%� i / YD-1J /� 3/ DRAINAGE EASEMENT V LOT lo' PRIVATE DRAINAGE EASEMENT / /: o // //{_ oo FF / o / NSrt. NO. zozz000lo183 z 4z733 GAR p� IN$T.�NO'zoiz000iol$3 � 444 / o° OT ��' vX•% >/ i ¢ � b �9 4z933 FFE 00� 42 438 /i // / _ -3 / 74 l4/Lu ro y1g.17 BSMT 8 _ - 430.0 444 434 ^ io' PRIVATE m o w / / \ / 43 67 GA 8" HDPE ROOF DRAIN SYSTEM w/ ' / o v �� / Q pRAINAGEEASEMENT 400 lz" HDPE YARD DRAIN SYSTEM ✓ / �/ y 3 FF lo' PRIVATE DRAINAGE EASEMENT INST. NO. zozzooalo183 z � s � w/ lo' PRIVATE DRAINAGE EASEMENT / / � � 54g _ � y/ 0T � / /3 % ,6 z w z g / S% o.' INST. GAR NO. zozz000lol8 / / 3 LOT 8. �'� t /o oo FF 73 / *v2 / zl GEO G SID SY7 TE z g 3 / / / 43 3 43 44 ��/ R SYSTEM p w �� 43 33 / / i 41 / : 4 / / / END OF m iA m LOT o f �� 431.00 FFE / 0 5 LOT / / / <°/ WALL B 5 YTO BE 18 4z6.00 GAR xh \ s LOT / / - ° °? // �� / YD-11 x STA in w ¢ a ti� 54 / / 7 / / N"' 3EMARLE COUNTY 428.00 FFE / hx A o 2 1+4s¢ z z 24 v / 38.67 GAE / �l4z.33 GA �'% / / / N o SUBDIVISION PLAT, 417.83 BSMT 1 LOT / / > / o3 FF 3 F- F ZMA2o18o0011 i3% 39 0O%� / OT 1 / > z \ / j / 40 43 3 GAR 1°/� / /4 54 71 / zoB / 4z6 rw p 4z6 / 67FFE ROPOSEDDRAINAGESYSTEM ///4zz.67BW t / / LOT ; z� / .• � -� / / po / / // xo° / t % ��� / p 4zz BG LOT 423.67 GAR tit j 429.6,7 GAR / oo GA / // tia / GRA55 / ti� z q 4�s7w WI �x �. 39 i �+39<5 a 4 7 425.67 FFE 44 430.33 FFE / FFE 36.33 y/ OURTYAR4.. 0 4�z BG 415.5o BSMT / i 8% , 428.o / / 438 3% / �� %� / LOT 7 LOT YD_ E / 3$ / / / "/ / \ z5 3 / z8/ / --� " 53 4y1.o0 LOT / , / 4 s` 7 w° N N PROPOSED DRAINAGE SYSTEM / 1 4z933 GAR /° lz" HDPEYARD DRAIN SYSTEM / 4z4T N N AAA 429.00 GAR 34 7 p 43g / o 0 0 43 33 oo FFE xh�,' >- 44 7FF 7 xho /G06.6 ew " N N 1. FFE / 6 GAR 0 08 BG h / B 431.0o FFE I 435 q�/o LOT ti 4 4z8 yz1.1765MT � / / CONNECT ROOF DRAIN i / o '>h // 7 i ¢ m `� yzo.83 BSMT 9 k / m zzTW o ON LOT 4z1.00 GAR 43 422 / TO STORM SEWER INLET / t / / / / 4078 °' ON 3/ LOT - - / q yz3.00 FFE \ // % LOT 4z8.3 � 16 y1z.83 BSMT •. � 4z 2 p � � � / / /r39 33 GAR' // 8"HDPE ROOF DR IN SY TEM '• �� �°� B � ', o 0 o �7 -4�2 LOT 3/0 / s )SED WALL 1 26 / ! • \ // / 19 4o68G i iRID SYSTEM / M / / 432 GAR I z8.67 GA�i` 5z6 0 / �3 68 4 4/67 B LOT z F - o 37 y -FF / 4 „ � ' - / 4 933 / h / �/ / ,� � � / LOT L� �� O 4o6.67BW �0° z / j 8" HDPE ROOF DRAIN SYSTEM w/ 36 - lo' PRIVATE DRAINAGE EASEMENT INST. NO. 20i20 o10183 4z8 0o F�E 3 / // 435 33 FF R 4 r ,ry ° No j �° PROPOSED WAL\ 0 ti 418.33 GAR 3% yzo.67 GAR / LOT / / / LOT YD-1G 4zoTW (MAX. HEIGHT=6') Cl? 420.33 FFE f. / zl. FFE �g / / i 7o/q/ z.33 GA 66 s 4og.33 BG \ C'7 410,37 BSMT ,30 4 33 �41 1 .0 35 / // 4�8 5z 433. o FF �� // 408 ew EXISTING MANAGED m /IDTH PRIVATE WALL i O 4 xh° V LOT / % STEEP PES (TYP.) N `/ 533 GA } START OF d j z6:oo FFE / p JCEEASEMENTw 4� y/ .�/ Q)z2000l018� - LOT / F- 1 .y.g -d i i N /'CONNECT ROOF DRAIN � -- o ! �i� /\ Y /34 Q/C z°/ z$GARS TO STORM* / //� lz"HDPE YARD DRAIN SYSTEM YD-3C �� z-�7 GA . i A %.�irn \ry oi8l P.) 3o/a LOT 2 9 3 � U"� INST. NO. zozzo N 4z933 � � � ooi 0000 / 6 _ i 0o GA 4 ''/ / PROPOSED GUARDRAIL (TY � � 1 Lv 42 FF / 1 SHALL BE PLANTED WITH NATIVE >� ,ie' v / o° / / N V) 407.5o BSMT % {' 1 // l % LOT / 4 o- : i I 417.67 FFE V � vD-1F , : ti �yz � NO' SLOPES GRATER TH/ a HAL I 4 LOT 3 /� CONNECT ROOF DRAIN � � I • ° • ' 4az �' 6:0o GAR 63 / � / � � � •° / STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION Q --J m / TO STORM SEWER INLET / f� 4z FF 8" HDPE ROOF DRAIN SYSTEM /J�Q W > Q 4g0BG 1 l _ o z / / z°ia LOT o i SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. °� 14 9 / 8.00GA,� �� i Wy / / LOT 4a// 62 �j�0 - - y18.67 FFE / Q " Q �� / / _ W Z rAR'r�F 39 Tw _ / 32 �o p 4z4:oo �� R �QJ� ' ROPOSED DRAINAGE SYSTEM J I -I 8"HDPEROOF DRAIN SYSTEM w/ 16.0o GAR S>6 x / • - - - _ p ; Q / NOTE: NO PROP D GRADES SHALL EXCEED 2:1 SLOPE. p h °� / LL J STWo+oo 3976W'� �-' 4oA / to PRIVATE DRAINAGE EASEMENT / 54B y.6 � LOT z h � � y13.00'GAR / INST. N0. z0zzoo01o183 LOT 416.67E / . p . SoA / k428 �� z�67 GA 61 O W Lu y15.00 FFE '' I_� 4� / / / o` - 0 s 1 �� // �j 31 / / ° b 5 3/0� LOT j YD-lE 18 /' Q i / / / / i m° a �3404.83IBSMT /° yly.00 GAR //- 4zo _ �67 GAR 60 1 / --- r� Z 5 / LOT YD 3A y1y.67 FFE / S zl. FF % 18A / J L9 11 a- :\ �� �� LOT � /6io / po �� � � LOT � //� �� rt W � � � � f ��� /� 0-' W � PRIVATE 0 11414 - - I o A � y1233 � o: �/ �o/yl GA �\ .• �° � �/�° INST.I�, EASEMENT � I 11. G R AGE E' / � U � OZS 1 9 E 733 / i 410.33GAR _� 1 0 \� 4 / iya LOT \ / Q / h� - i (7 o I • - YD-1D - �lz" HDPE YARD DRAIN SYSTEM! / Z 402 13 BSMT ', /o I YD-3 / / oo GAR 5 / Q / EXISTING STREAM (TYP. -� 0 lz. FFE 4 \ ° r' 1 FF / _ s�./ W LOT o ® \\ \\ , / xh / J'/o LOT6 - 1-- U Q 4 7 12 0 I oa lz" HDPE YARD/ROOF DRAIN SYSTEM 8 1 w/ lo' PRIVATE DRAINAGE EASEMENT � 3 /o0 41y. FF LOT j/ ro ,' / 3 PROPERTY BOUNDARY (TYP.) 3 INST. NO. zozzooO10183 7 r �/ / OPEN SPACE ' 486 /r4og 7 i.00GAR 56 r / / y16 / / W W �� \ j`1\ 1 I CONNECT ROOF & YARD DRAINS Q ooo AR y8.Gz% \\ TO STORM SEWER INLET ° 0:67 410.00 FFE \ - 4� GA 55 po I --I 399.83 BSMT 37 L�1. FF yx I LOT `� I 12" HDPE YARD DRAIN SYSTEM w/ 3.o' PRIVATE DRAINAGE EASEMENT - > c a 8/HDPE ROOF DRAIN SYSTEM', / - Z11 40 $ �8.67 GA 54 N \3 \•11 \\ ° e IT. T. Nb. zoiioo>' 1�3 / � °..y // f41 � � � / j 0 PROPOSED DRAINAGE SYSTEM PRIVATE i Q o6�V�Wxho DRAINAGE EASEMENT U 405.0o GAR zo/u ; . - 402 yo5. GAR f ti �ti° INST. Nd. 2022' oolo183 / / O ( ) MM � P. yo7.00 FFE � � 11 <• \� ,, / � :• � 406.33 � W PROPOSED GREENWAY TLOT 396.83 BSMT �, �1 v ' 6BAV / LOT 3 i 10 0 '\� �5 00 / z/o 4 " 33 GAR 52 /% / ° �" % ! / SWM FOREST OPEN i o SPACE EASEMENT / o f yy� ° 405. FF 5 lz"HDPE YARD DRAIN SYSTEM �� / INST. NO. 20220001018 w \ LOT f / / F 1 CONNECT ROOF DRAIN P 4 .00 GA 51- /j pp • i Yut2 TO STORM SEWER INLET ` % 03. FF qox \ w EXISTING PRESERVED \ 3 3 i6 y 4i / /Lu °� 6A / �� LOT , / / / GRAPHIC SCALE > -STEEP SLOPES (TYP.) o o / / / /j �� JOB NO. �yoz.67 GAR v° �'� /z% 03. o FF s6A o " =5 3" 6" 404.67FFE 's��* `466 182150 \ 394.5o BSMT ° 46A .00 GA YD-lA ] - / VARIABLE WIDTH PRIVATE WALL 36 Z 46 o 4 ) SCALE ,. •... �x ` / �. /o 01. FF �h°i� ' 1 inch FEET) MAINTENANCE EASEMENT LOT � V i 4 166 � ( \ \ o OT 8" HDPE ROOF DRAIN SYSTEM x / h = 3o ft. \ \ \, 1 °=30' INST.�NO: zozz000lo183 g i I A p .� r �- � � 0 / / �tio w 7+5 y .33GAR $ o' I 'bp7 %o 401. FF 4 -� i -r. SHEET NO. i END Of .. WALLA ,5� .. .67GA LOT 12 / i a i 47 / ; Drainage Easement Chart PUBLIC GREENWAY TO BE PROPOSED WALL ENd of Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Prodded (feet) - -HT. = 6') J' "' zz TWA WALL Hi r DEDICATED TO (MAX.( zzrw 4 2 / ✓ - 4 STA. z+ zk H F� 56A 24 12.8 29.5 38 ATTIME OF FINAL SUBDIVISION PLAT, _� 4zz 7W 418 BG 420 B 2 0 57 24 12.8 29.5 30 PER PROFFER #2 OF ZMA2o180001i - - 416 B 16 B 416 Bw zz BG VARIABLE WIDTH PRIVATE 58A 24 10.1 24.2 25 42oTW � l/ - o4i BW yizBw SWM SPACEFOREST EASEMENT / / �y 4�4TW zosw WALL MAINTENANCE EASEMENT 59 24 8.3 20.5 21BIG430' / / / INST. NO. 202206010183 63 247.8 19.5 20 INST. NO. z022000iol8 4z4BG SCOTT R. LLINSZ / PUBLIC w 418TW12 , 422TW 3 - / O � SWM FOREST OPEN / ` 65 2a s.2 1s.3 20 � 'e`N 4zz BW � A � L) Lic. No. 035791 � s SPACEEASEMENT DEDICATED TO ALBEMARLE COUNTY - '� y oBW 416BG 12 / �� 41 4 BGI E LL / INST. NO. zozz0001O183 AT TIME OF FINAL SUBDIVISION PLAT, 41zBG a W 4a7- 4�4BG wALLHz �� no 09/12/22 - PROPOSED WALLS _ N • sTA +6 m PER PROFFER #2 OF MA2oi800011 410 BW w yls BGI '� r Z N1 �3� 4zz Bw } PROPOSEDWALL w (MAX. HT.=6') /// 414TW� w ioBW NPLL \ O� , ZONAL E / GEO GRID SYSTEM i J 41z B 4 �j r / \ i - / w w STEEP, WALLS 4izTW 10 - _ EXISTING PRESERVED END O o 41z B zz BW \PROPOSED WALL 10' PRIVATE m \\ w yo6Tw 9 ( 3) IN5T.NO.262z / / END OF / 410 BW VARIABLE WIDTH PRIVATEAX. HT. - DRAINAGE EASEMENT �w w 410 BW _ i ✓ rG +kr i So TW ':39zTW 394 T�'7 000 m� w w 3 d w 886G 4o4T v o BG 41oTW 4zlrBCr LOT fn / - - _ WALL F . r 38o BG 88 TV3 ... 390 TVJ� - 386 6G 3 4 3 START OF 5 PROJECT BOUNDARY (TYP )/-.STA.3+56 38y BG 386 BW - 86 BW . 398 BG - 401 BW 410 BG SA 0 ' � qz2 BW WALL MAINTENANCE EASEMENT �� ' O kk \ 7, �' 378 BW 382 BG / LBG �' ' - yob BW WALL H �_ W z INST. NO. 202200010183 - _ 137� j -38o BW..38z 36 TW 40 404 BG TA. +oo ��� ��,A. osoo �._•� \V LOT T o j.... \ ul TW 4oz BW 12 ___ BG 41oTW - PROPOSED WALL \ ./ ;-'.134 - 442.E GAR I z TW ozTW BW 410 BG k1 - \ GEO-GRID SYSTEM / 444. 7 \ \ 7z Z 396 BG 03 BW - - LOT V 434-So BSMT y C>A'S0� 396 TW 392BG.-zBW 394BW / A A �` ,I O 8a o B" 390 BW 39 \ 133 --441.00 GAR 442 \ u 391BGLOT _410 BG V A LOT - _443.00 FFE \ 3 Q 0 39 05TN/ 0oTw V A A �3 �° \ 432.83BSMT ��z% A/ \ z v v / - 406 BW/ 2 -� 43733 GAR - Q m �v END OF a 7Tw - V \ CONNECT ROOF DRAIN 43933 _ - 71 �� 16 0Z Y 0 / _ WALL 407BG 4 o6 BG \ 43 2 1 B MT \ _____ 2/0 I +O 'A O 0 12 LOT ° 40z BG 4 LOT \ TO STORM SEWER INLET / oo BW - 4 i 0 � r 3 �V' �-� , (� d_ m 414.00 GAR 1.28 STA. 5+z7 4056W / 404 BW 231 \ / - _ ----,-- \ +5o i i0 w// r/ = Q W \ \ VARIABLE WIDTH PUBLIC / \ 416.00 FFE /I //I LOT \ 434-oo FFE \16\ / 15 I + ) 20' PUBLIC z z 1 6 1 oo GAR / \ 4z3.83 BSMT _ /� / /� / / DRAINAGE EASEMENT Z o g g \ `202 EASEMENT o 4 4 405.83 BSMT LOT 1 O 426.67 GAR \ 4% ;,_, 3 a INST. NO. zo22oo01018 Z w \ ozz000iol8 / PROPOSED WALLS - 416.0o FFE 3 4z8.67 FFE \ \ s -15+00 �� \ \ SWM FACILITY / (MAX. HT. = 6') �� 405.83 BSMT 12g \ O W�w \ �G /� 7zg i H 1� INST. NO. v v 418.5o BSMT \ 7 4 / in m LOT p 21.00G oj0 -- e4a �? 73 / 1�1 \ PROPOSED WALL s� 3� 126 413.67 GAR \ �3% '�7 « 4z oo FFE V �4 +S� - w/ �/ \ \ 74 i / w Q z \ 41 4 3 �� GEO-GRID SYSTEM' 0 415.67 FFE 1% I4 417.00 GAR I / 412.83 BSMT 3 405.5o BSMT i 41g.00 FFE w \ 6 0 k Yp_ g' 71rA O m �. 4 ti z% / / I 408.83 BSM I \ 9` 14+0 _ __- - p 4C > m I I 68B m YD 4A o z0 �; _ / "v /0 _ 11 J, 3 M I \ _ - -- 14° s 'j 13+5 �i W �i„ !} 1 I B o \ s IJ. CONTIGUOUS\ �5% CO ECTROOFDRAIN io 7 74 4 r� w W w WETLAND vX m m° i F ,TO STORM SEWER INLET t` YID-4 11 it 3 \ 13+00o ROPOSED DRAINAGE SYSTEM � • • 6zB ° N 6 : � � / \ \ w W W w w w \ 1 m 3 415 oo GAR 1/0 / �62A o / 0 �� 76B vv i 76A" \II % 40:00 FF _ I 22" HDPE YARD DRAIN SYSTEM + -\V j o .8 BSMT 10+ 10+ o ' o• 1z+oo - T '� 3 1 w/1q NST. NC�PRIVATE Dzozlz000ioNAGE ASEMENT ; / 1 I LOT 4 4 3 00 11+00 11+50 o _ LOT q I 1$ / N ���A j \ 1 I 3 125 I 7/ � - � + I-__- o - J� ' PUB ICR D � 68 y3��� / 439�33G 97 I i �o w 1 w w w m {t Y\ �I -- a.00 FF ^ / N N �- _w P 8"HDPE ROOF DRAIN SYSTEM w/ I +�448 N N _ l - 10' PRIVATE DRAINAGE EASEMENTII / w N N 380 j I �� - - - CONNECT YARD DRAINS I I o I H 1 \ r " 7.67 GAR u LOT INST. Nb. zo220001oi8 I a m N 374 BG 39oBG �--' N ' � 60A - TO STORM SEWER INLET ° . • _ _ I I o \ + .. , .3 � I / 0 0 LOT 1 � • •�. ., w 3 z BW I39 " 63 _ 65' 66 4zo.6j 1 I 110 4 g.67 FFC r Y� I 440.0o G R�6 I o 0 m 373 BG a8Bw / 1 4 9.5oB5M1- i' r � V � � " / VAR. WIDTH PUBLIC I 1 - � 9%' 40.67 FF I \ W 1 371 BW 11 I �v, \ �88Tw �ov� o� PROPOSED DRAINAGE SYSTEM / / I = EN OF ,� VAR. WIDTH PUBLIC ° • DRAINAGE EASEMENT 1 I " II --- 1 1 1BG / / INST. NO. 2022000io18 1 LOT 1 3 INST. NO. / STA L 6 gloBW � � � � DRAINAGE EASEMENT 3 1 II I 3 \ o t, LOT o.33 FF R 1 3 4g.00 G R95 '� 2ozz000iol8 0 - W � � WALL G u i o 1% 3 � � + 64 � 1 I yp_SA LOT 1 �/o ; 1 1 �' W 1 _ BB / r 1 0o GAR �- 59 41933 GAR 4 33 E 1 7 40.67 FF L 1 o I 37zB - 373rw 373Tw 4 3' f - 7% 1111 1 10g I. I L c % 1 I 367BG 373BG 415.00 FFE 4z1.33 FFE 41g.67 GAR 4 0.17 BSM LOT I 3 1 .37oB 6saw 368BWw 3756E 404-83BSMT 4a ° LOT 411-17BSMT g% 4u.67FFE 1 P I S SYS SY T 1 _ _ \ / ROPOSED 8" HDPE ROOF DRA N EM I o I 0) I w 373 4 7 r W I PROPOSED WALLS 368 B ec s� 371 BW B LOT 3% I /x 4 I 420. / 6 GA I I N I r 1 I 1 �% �.33 FF 94 11 1 10 PRIVATE I ti 373 I ' 373 BG 3/ _ 1 66 BW �e ne F12 \ �i \ / YD F 4 9.67 GA P 0 ' " DRAINAGE EASEMENT JJ 3 M 1 (MAX. HT. -6') r363 �9 Si ro ss94Tw \ 414.0o GAR I I Wur' I H PUBLIC f LOT o BS I 4 I 1 / LOT 44111- INST. N�. zozz000io183 O _ S l08 , 3 7 ,.. AR. WIDT � \ 4_ ROP 1 1 1. GA 93 "� 6% BG � ,� WALL � i I 64D 6 C OSED DRAINAGE SYSTEM I 4 5 1 _ 'p j 383 BW 5TART0 _ 44 33 I 6-Bw n c STA. 0+00 416 0o FFE �� _ ENT 1 A \ - 1 3s 3&TW 3 �s A..0 00 405.83 BSMT �L� E ST. N(5 zozzo0o1018 - o / 646 11 40.33 C� 1 I I 4z.00 FF - I YD 4E � 11 �� m 376BG �' _��� / I j 4z.33 FFE I 4/0 1 z.00 G R I I \ o f M VARIABLE WIDTH PUBLIC �� ui �i_ B7aew 389Tw LOT 58D o � I � LOT I 1 1.- �+4 LOT v+ � b , 386 BG / 58C - YD 56 LOT 4 z.17 BSM _ % 4z.67 FF 2 SWM FACILITY EASEMENT °1 lii ma's � 12 112 1 � � � � 9 INST. NO. 2022000io18 ° a 384BW 3 _ 3 c / LOT / 0 421.67 GAR yp_SG I 107 i m as A 397T°✓ 397TW / lir�ll iF , /o - + I ROPOSED DRAINAGE SYSTEM I I � � 1 / w set 916E 397BG 6Noof Wuxi 121420.83 GAR 9 423.67 FFE 1 10' PRIVATE -) . �F - - - - - - Z N Lu �9 w 39sBW WA END T-T �1 zz.8 FFE 3% 22. DRAINAGE EASEMENT _ \ �/ mi n 432.67 BSMT / 4 3 -- 78A TO STORM SOEWERRIN ET I } >� IJ sTaz43yI�. 8B N OD F k2 ,i INSiTVb.2o�20001018 7 II Q o 04 H� of iL WALLC _ V �3I w O N 1z' HDPE YARD D / �ii"0 k 5 3 I o L I _j 0 / - - RAIN SYSTEM 786 - I I J O ri a 1 -I -- -I I I I Q3o Q .J STA. +n i � LOT I � A - /I w� I INST�NO------o 0185EMENT '¢ /o 44z.67 GA 4 DRY DE N T N 3s i i 41zrvJ �14,20� I °= o w Q 1, ! BASIN 'A' s 3olew/ 41zBG LOT � � '"+ � i � I o C 44333FF 91 � � to a ( �\ / 8 sT aoo ec 410 Bw 424.00 GAR \ I I� LOT - I - w o EXISTINGnioo-YR FLOODPLAIN (TYP.) / \ / g9BW <I[ix 1 39BBw / j 120 426.00 FFE M w 106 4 .00 GAf� I o Q J I f-� ry 3 J z z o 3BSBG 4o6BG BSMT /^ I yFl 423.83GAR LOT n 4 5 /o Q \ , / - 435.83 9% I a oo FFE I I N I - ti z 8 FFE 4 .83 BS N Q _ 0 44333 GA 44`1� Q / J Z LL J \ / Bs6ew ^7 i" 4o4 BW o 4 5 3 113 d I /0 0o FF 90 8"HDPE ROOF DRAIN SYSTEM w/ I > d 6 ne� a �6 wA �B o - / yob BG �J� z i ( w d_rwO an io' PRIVATE DRAINAGE EASEMENT I � LLl \\ �� sT . .o \ Cw _ _ 4 4 7 - LOT I Q I INST. Nb. zozz000io183 13 W wAL F ul A / / / y04 BW �ti v - YD- C 44 33 GIIR I w p I OT \,,, STA +oa / �4 0 5 105 44 33 FFE I I EXISTING MANAGED_ A N 31 BG n1 v V/( 10 44�4 57 FF $9 I J I / Z 400BG �Q y I .i BS T w. ' STEEP SLOPES TYP. Vice B�BG / b YD- H I 43 7 595 ( ) ! / GAR '� � � O ^% I � 5 I 8 HDPE�OOFDRAIN SYSTEM wI� I I � •. 3 � .; _ I `°n I3 ' � r--t 404 W / /L9 EXISTING STREAM (T P) W 9/ Q/ \ io' PRIVATE DRAINAGE EASEMENT 0 I I ^ I I J Q 39s BW 42533 ��( / ` I / / r 27.33 FFE / I 3 1 I u j LOT I n' h C7C) CJ PUBLIC GREE WAYS°BEk W j / 1 .1 BSMT 3% I F / I LOT N I /o �. LOT 4 / LOT � INST NO. zozz000iol8 Ir o 4 4.67E I 1' / _ PROPOSED SWM ACCESS PATH I 4 7 7 I 11 n L___ �} DEDICATED TO ALBEMARLE COUNTY \ / 119 g% 425.67 GAR 4 �I } 0 1/)4 44 0o GAR 3 44533 FF $$ II I % 0 AT TIME OF FINAL SUBDIVISION PLAT' o ^ / z 6 FFE m 4 .00 FFE f I 12"HDPE YARD DRAIN SYSTEM PER PROFFER #2 OF ZMAz01800011, w \\ \ / X 4 7 7 I I v, X PROPOSED WALL I (� 8 BSMT 3/0 w/1o' PRIVATE DRAINAGE EASEMENT C) r-1 06 GEO-GRID SYSTEM F 5 1 I I t LOT INS _. NO. 2O22o0oioi$3 i 4 4 I (7 G w 3 v II 13 / �1 400 e I - ti% V � � '° � - I �.•' ° - • '' .00 FF � � I / � V J Z 39 � � • � ti I � ..: I 3 445I I � � r-+ A 6 GA s Bw I LOT 44 .67 FFE N 4z6.o I 43 So BSfw1T I % o I LLJ 0 VARIABLE WIDTH PUBLIC 4o4TW r - \ 103 I o_ % SWM FACILITY EASEMENT 8 BG - 39 � � - � 1 / I 10' PRIVATE o � 3 •, I % 446.0o G LOT � n I I 3 � INST. NO. 20220001o183 \ g 6 BW c VARIABLE WIDTH PRIVATE \ / of I4 86 YD-4G � i \ I INST. NO. zozz000iol8 \ \ \ 5 / 36.8 - NST. NO. 2ozz000lo I : <o. 446.67 FF II PROJECT BOUNDARY (TYP.) (n O o WALL MAINTENANCE EASEMENT _- d ry I „I ul UNDERGROUND I 3 g% 426.5o GAR LOT / 446.0o G - �. M " DETENTION SYSTEM'A' PROPOSED WALL 2% / 5 _ r k� I 6.67 FF LOT I W 1 (MAX. HT. = 6')\ 4z6.00 GAR 4z8.5o FFE 115 / / / l4 / LLI w \ o Iwo V LOT 428.00 FFE .� v / / --� $5 45X �- I / LLI / w / / / I 10' PRIVATE 0 118 417.83 BSMT \ I / LOT / 3 / 0 102 0o GA / / - DRAINAGE EASEMENT o / H I /_ INST. N0. 2022o0o1oi8 i PROPOSED 1z' HDPE YARD DRAIN SYSTEM �� �6 %� 44' / I _ _ _ 3 +l / Z �\ 4 z6.00GAR %/o _ 8/0 _ 12TW 4 \ M 4 03 FF o I3 V � / w \ 404 BG 28.00 FFE 427.00 GAR \ / / - \\\ 404 BW 41orw 4 / r I 1 % 447.oOG LOT / W B 417.83 BSMT n 4zg.00 FFE / LOT 44 .67 GAR O PROPERTY BOUNDARY (TYP.) \ 404 BG / / 400 BW 4�4 / 101 44 .67 FFE / 3 - i , lTW � LOT � / / 4 .5o BSMT/� % �r°/a 4�r7.67 GA I 3g�Og q��� 4z , w 117 �420 106 / 9 I 4833 FF LOT 4%5 vh• I .y 4d �yo2BG / I / I 3 $3 XI °� -� Q coW i / PROPOSED WALL 0 4 1 \ 4 100 .6 G / o• p co BW k 4 7 \ I I I fro 447 67 GA 8" HDPE RPP)OF DRAIN SYSTEM �� o8 BIG 6 2%� LOT 4 67 FFE n - AR 7�- OPEN \ _ (MAX. HT. 6') 4o86G 0 SPACE \ , \ 06Bw.- yo0 _ k10 A o YD E f� 447 / 400 BG + 41oTw STAR OF \' /k' S PROPOSED 8"HDPE ROOF DRAIN SYSTEM / " 82 r Q I W EXISTING PRESERVED �`., -� 8BW ALLCi 8 �� I ! _ u 39 yo4BG --- 43 / ,/ I I �I o 1o'PRIVATE STEEP SLOPES TYP.) T ZT Cz oz BW 410 BG STA. o+oo / LOT 44 67 GAR/ 3 13/°'447 67 GA I / !I 3 Q DRAINAGE EASEMENT 1j srA.o+oo y 8'33FF LOT INST. NO. 0 w ( START OF - � yos BW i 4 67 FFEI 1 I I YD-1L ' 41z 13 TW 99 + - $1 ' I i / ` - ---- - a y07 BG L 4 9.So BSI�1� / 14P/o / 40.4sW 405Bw► ■ ■ ■ l I I I °'447.67GA j I o 3 - 'GRAPHIC SCALE JOB NO. / 48 33 FF `n / \ S / -- - ■ ■ ■ kk / \ ` INST NO. zozz000lE / / LOT b z6B ry 1 30 / s ao 60 1821J�0 - � PEN -�� MEN / / SPACE /. / / DRAINAGE EASE Y=8 \ \ L / 80 / �I / I6 / SCALE NOTE: NO PROPOSED GRADES SHALL EXCEED 2:1 LO E. - ' ' �� ' 1447 00 G = //� z6A , / h I IN FE T) 1 =3� NOTE: SLOPES GREATER THAN 3:1 SHALL BE P ANTED WITH NA IVE - - \ LOT I 447 67 FFI l _ 1 / �D STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATIO 45 \ \/ w 3 _ J\ LOT i / / 442/ \\ / I in\ - ` ft. SHEET No. YP) SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1 000 SF. 13 MATCHLINE - SEE SHEET Zz 6 GAR / /i GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPEC77ON 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 774E 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 LOCA77ONS ARE APPROXIMATE. EXACT LENG7H, LOCATION AND APPROPRIATE END TREATMENTS KILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER MOTH 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 WRGINIA MANUAL FOR UNIFORM TRAFFIC CON77?OL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 07H£R REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPEC77ON 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 VDOTS VIDEO CAMERA INSPECT70N PROCEDURE AND W/774 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 TRANSPORTATION SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER TREES AND VEGETA7ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS; EXCEPT PRIVATE EN772ANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICA7£. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA7ONS UNLESS 07HERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACT70N OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO 774E PLACEMENT OF THE AGGREGA7E BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE I, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). R BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 77?ANSPORTAT70N SPECIFICATIONS 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR 77?AFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE S7RUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. 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 PAVING EASSAND OISTURE NASPOSSTS IBLE. HE PLACEMENT OFA ROAD SECTIONS APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS 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. R� viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS i/4„ WILL REQUIRE ADDITIONAL TESTING OF THE ROADS ATTHE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. I I ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EX/STING 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 REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 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). ANm STRIP( PAVEMENT DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Halsey Avenue 2665 2 2685 4 4 18.19 SM-9.5 1.5 2.25 BM-25 5 2.25 21B 6 0.6 18.23 Sablewood Drive 227 2 247 4 4 9.89 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 Laconia Lane 640 2 660 4 4 13.31 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 Marcella Street 236 2 256 4 4 10.02 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 Marcella Court 113 2 133 4 14 7.74 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 9.74 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. 5 REOD 3 0 REO'yO 9 RFQD P 3.5"ARCH SWING (3 BAY) MR0930 110ERTIFIEDIF ASTM F1487 To ve Il Pw IcWm Holo90oq Site Concepts L.L.C. PO Box 235 PHONE NO: (434) 823-2745 Crozet,VA FAX NO: (434) 823-2749 GROUND SPACE:189'-F x 46-0" PROTECTIVE AREA: 205'-0" x 5T-0" I DRAWN BY: George Novey DATE: 9/02/2022 B' BELT SEAT W/CHAIN 2840 FRICTION WEAR MAT 32" X 54" BLACK 994167BK B' BELT SEAT W/CHAIN 2840 FRICTION WEAR MAT 32" X 54" BLACK 994167BK 160 DEG )T SEAT 8' 2990 MBRELLA I2', \ ANDARD FABRIC 704672 BENCH W/BACK 8' DIAMOND ING MRSG303D / DECK ENCL (X 2) 7048135 BONGO PERCH ^ (X3) (Do 7047721 TWISTED VINE CLIMBER 70486726 GROOVEII SLIDE 7046385 V INCLINED CRAWLTUBE 7048738 PLAYCOVER UMBRELLA 12'. STANDARD FABRIC 704672 L-SLIDE 7049071 VIPPY SEE SAW 8021549 TRANSFER POINT 70485139 BUBBLE 704875 �o STOREFRONT PIROUETTE, RED (BELOW DECK) 8027830 7047137E WIRUBBER WEAR MAT TWISTER CLIMBER 7048485 BENCH W/BACK 6 DIAMOND ING MRSG303D R0098_44825423742 COMPLIES TO ASTM/CPSC COMPLIES TO ADA LUCKY LADY BUG SPRING RIDER 960 PLAYCOVER UMBRELLA 12', STANDARD FABRIC 714672 RRM IIB AQE CACUP. 612 ELEVATEDMYACTWITES-TOTAL: 0 ELEVATED RAYACTMTEaACCE51alE BT IRPNSFERO RED") 0 J ELEVATED RAT ACIIVI1E5-31-5. RAAW: 0 RECD 0 GROUrvD LEVaACTIV?Y ttve T REGD 0 GROUNDIEVELOUAMITY'. BREW 0 PLAYCOVER UMBRELLA 12'. STANDARD FABRIC 714672 BONGOJUNGLE CLIMBER ONLY 7147865 CHAMELEON II FS SLIDE \ (V PLATFORM) 4666701 WAVE WALKER HIP CLIMBER 7146131-15 To promote safe and proper equipment use by children. Miracle recommends the installation of either a Miracle safety sign or other appropriate safety sign a near each playsystem's main entry pointFs) to inform parents and supervisors of the age appropriateness of the playsystem and general rules for safe pllBy. r/L (POINT OF FINISHED GRADE) il4":i • 4" UO-4 4" U0-4 UNDERDRAIN 2.5' UNDERDRAIN 412' zz' 4' z.5' 6' S� (CG-6 &UUIRTERI (BIKE TRAVEL TRAVEL (BX(E (CG-6 PI_ANTNG tCONCRETE GUTTER) LANE) LANE) LANE) LANE) GCURB STRIP) SIDEWALK) TYPICAL S77Rz7E77 S_7CTION - 61 ' PUBLIC ROAD R/1Y (HALSEY A IVEAVE) 30 MPH DESIGN SPEED ('VOT TO SCALE NOTE: NO PARKING ALONG ROADWAY HANDRING BRIDGE 7148645SR CHINNING BAR 7148435 BENCH W/BACK 6' DIAMOND ING I MRSG303D 14± irade I IN THIS AN ENERGY ABSORBING PROTECTIVE SURFACE IS REQUIRED UNDER & AROUND ALL PLAY SYSTEMS i CIL GRADE) 9' .rv. (POINTOFFINISHED �/4� T 1l4":3! 1/4":z' PARKING) NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS.'NO i 5 6' z'S T.z.S' >.z.5'� z'S 6' S' i PARKING' SIGNS SHALL BE PLACED CONCRET PLANTIN (CG-6 RAVEL TRAVEL (CG 6 �-(PLANING]�,c, ONCRET DEWALK) ETR"' GUTTEF) LANELAND°,TReR, STRIP( DEWALK� EVERY 150' ALONG THE PROPOSED F/CF/C ROAD AND CUL-DE-SAC AS 61' SHOWN ON THE ROAD PLAN R/W-R/W LAYOUT SHEETS 5-7• TYPICAL STR�'E'T SECTION - 54' PUBLIC ROAD RIX ON -STREET PARKING WILL NOT BE STRIPED ALONG THE ROADWAYS �ASABLEIY001� 1)RIV�; LACONIA LAND; �IARCELLA STREET, & MARCZZ COURT 25 MPH DESIGN SPEED (NOT TO SCALE-) _,- TR6IP GE ON r -��`, TH o1 0- o° } j I n- A _ `` ` OSCOTT R. LINS2t ,. z -ADT z 1 t-) Lic. No. 035791,E °p 09/12/22 �4 I c a I o /�`, ,-J',¢ -�--- I - I SSIONAL EEO I. ( I l ° / I I �o°I --- / ° i ° � r ° I ° ° z --- I \ , N J U, Z DA"N U In Z O w F- 'o F w Q U)Q 0 Igo W Z \\ O U, o/ r J \ W / u ° o< TF� P GENERATION C LC ATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION N N ` �' ' MANUAL (ioTH EDITION) ,,, CD N C) \ o 54 SINGLE FAMILY DETACHED UNITS (CODE zio) o o \o e a° 28 SINGLE FAMILY ATTACHED UNITS (CODE 230) o 0 4 X.l o ° 53 TOWNHOUSE UNITS (CODE 230) ° e ADT: 1,103 VPD (552 ENTER/ 551 EXIT) AM PEAK: 77 VPH (ig ENTER/ 58 EXIT) _ POLO GROUNDS 9 ROAD - ° a PM PEAK: gg VPH (6z ENTER/ 37 EXIT) PROPOSED 2" SM-9.5 SURFACE COURSE PROPOSED 6" 21-A BASE COURSE ���Ey��i�E� X l COMPACTED SUB -GRADE ASPHALT PAVING - DRI VEWA Y 4" NO SCALE TOP OF CURB 4" -�-2" R 6„ Splash Block Instructions Before installation of the Splash Block, or ar rain diverting accessary, make sure the grad around the foundation slopes away from th. house. There should be a 6 inch fall in the f(i 10 feet from the house. 1 10 Feet >. 6 in Patent -pending cut-out to allow for fitment of downspout with low clearance of elbow Water directing chevron pattern reduces washout AMERIMAX Hole for landscape spike at front of splashblock allows amerimax.eom 1 800-347-2586 it to be secured to ground info@amenmax com SPLASH BLOCK DETAIL 7„ OR STANDARD CG-6 VDOT s, E #78 STTONEONE BASE CURB & GUTTER UNDER CURB & NO SCALE CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. SM-9.5A SURFACE COURSE BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT #21A NO SCALE 4" COMPACTED AGGREGATE BASE COURSE, VDOT 1121A 2" SM-9.5A SURFACE COURSE COMPACTED _ l U SUBGRADE 10' PEDESTRIAN PA THWA Y DETAIL ALONG POLO GROUNDS ROAD CLASS A - TYPE I LOW -MAINTENANCE NO SCALE ii' (rYP.) SEE PAVEMENT CHART FOR DEPTH OF EACH PAVEMENTCOURSE ASPHALT PAVING - ROADS NO SCALE (5' MIN.) 4" CONC. 3000 psi MIN.- \ 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE ti C� z"' z rn N Q ® CY) J LU N O W N U) W > Q LL; z z J_ > I U) W J ul o Q Uj 01-1 06 0 z = (n W W I O H w � I- U U1 U O U) J LU _j z�J � III U) J w � � O J Q 0 (D r<1 O C)LLJ C)N U JOB NO. 182150 SCALE AS SHOWN SHEET NO. 14 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) i. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE 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 (i-800-552-7001). 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. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. iz. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION ATTHE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED 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. i5. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OFTHE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Na<mI"6" INITIAL BACKFILL 82a NB" MIN�MIN. IN. MIN. 6" BEDDING -=_- #68 STONE 4 STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF $68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 1 INITIAL BACKFILLY#68STONIE UNSTABLE a 8" $Q L\ MI MIN. - RANULAR FILL AS APPROVED BY ACSA\ lTA L SOIL O' i4'bcl - 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, VARIES �10"± 101� WATER SEWER 3 p d £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THSI WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER L SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG. W-1 TD-1 PLACE 5' GALVANIZED " WTNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT c TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 II ADJUSTABLE VALVE BOX W/ LID i II U 2 N m a M.J. GATE VALVE WATER LINE b 2500 P.S.I. CONCRETE E 4 2'x 2' BEARING AREA. THRUST THRUST BLOCK .d .. o. 4 o A Ar NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 151/2" E.II.W. 1574 CAST IRON CLEANOUT FRAME AND LID 101/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED 7 1/2" SEE PAVEMENT AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT (3500 PSn REQUIREMENTS 1 '• •• PVC FEMALE CLEANOUTADAPTER xm�;:,: .WITH INVERTED NUT SCREW CAP OR y FLAT SLOTTED SCREW CAP KOR-N-SEAL No. S406-10 AWS* ° WITH 10 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDING 45- BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE SANITARY LATERAL - -- - _- WYE Y BOTTOM OF TRENCH SECTION'A-A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY FUTURE SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) CAST IRON CLEANOUT FRAME AND LSD v y N I II I ( I iLLL � 4i i WYE SEWER LATERAL A A CONCRETE 4SP BEND COLLAR 4 za° `---- PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS WIDEN TRENC ir ACCOMMODAT ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CUND. BEND I L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.1p 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 2.6 2.136 2.77 0. 22 //2 1.66 2.16 2.89 0.1313 3.18 2.91 2.86 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 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : 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 1- COMPRESSION . 31e MALE PIPE COIIPLMC OR APRi0VE0 EWAL 1' TYPEC W COPPER FOR UK ON ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES OR DUAL RESOEMIAL 6 AND IRRIGATION SERMC 1•.1•In• TEE OO NOM. x0 SWEATEDFmnNG6 � R, DUAL SERVICE 4 )- CCMRLESSNM . 31e MAZE PIPE COUPLING OR APPR WED EOU& I- TYPE I' KEY COPPER O FOR USE ON DETAI SINGLE FAMILY RESIDENT& SERYiCE wIERE AN RRIGATNN METER IS NOT PROVIDED, SINGLE SERVICE NOTE; 1) SMDIES SHALL BE USED W PW %PE CAST IRON AD ENISHED MADE LOCKWNG BULL METER D W ET) Box 30' MIN. COPPERSETTER 1/8 BEND COUPLING y s - METER CgWgtATCM STOP BRIO( AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 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 I; BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NITS FIG. S-I-B TD-27 Top View -7 6" MINIMUM °a 4' MINIMUM ° m a HEI 4" MINIMUM d. d _o N A.a d NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum R 95Xuired q : °d Steel Beam, (min. size) 3' min. penetration into undisturbed - 45' soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 NOTO MIN. 60' DIAMETER MANHOLE REQUIRED, 0 MH MP DROP " IDLE PVC CROSS USE APPROVED FLE%IBLE RUBBER I BOOT. ee 6• ----- OAS17 STOP COIALING c 21 I DROP PIPE PIPE STRAPS (STAINLESS STEEL) '. o SPACED EVERY 2' VERTICALLY 90" RESTRAINED BEND I SLWEft INFLUENT .. PIPE e '. MAN • .i•A• 'i•+' PIPER PLAN PROFILE MIN. 6• BEDDING WITH NO. 69 STONE L HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACS& BUT SMALL NOT BE LESS THAN TW C (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING ONE 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 30' OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 �E n LA EB Em EEOLt �s E n -Cf �. Cy cF-8 a Z o E oEy O Q 1P�E ry nm*J 3 g > mw Ifm iE 2 W $ dd <_E om E 6 G N CE NE O 71 TTV oT oT IAT O N f n ,p C .IP 0 0 ry lV m TYPICAL MANHOLE FRAME & COVER RT.S FIG S-I-D TD-31 FINISHED GRADE ITT= 1=1T1=I=T1r_ITI_ fT=TIT=1TI=-ffT= TRENCH REDUCER f �2500 P.S.I. CONCRETE THRUST BLOCK ---------------- a - -------------- UNDISTURBED SOIL 18" MN PROFILE VIEW} UNDISTURBED SOIL - EDGE 1•.. T - - - OF TRENCH- 4247 MN. - - - - - m REDUCER A' . 8 MN A e 2500 P.S.I. CONCRETE THRUST BLOCK . 8" MN UNDISTURBED SOIL - EDGE OF TRENCH 24" MN. NOTES: PLAN4 VIEW NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D 18" PIPE SLOT (2 PLACES) TO-7 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 01 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 25 (1/4' PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL _�rlll LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- MILLE THREADS WHICH IS QTHE LOCAL STANDARD, LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22" ALVE BOx 7 CO. FT. #68 STONE 42-MIN fi" GATE .I VALVE e" % 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST ;',• BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL 15 D15TURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE 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 REWIRED 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-8 FINISHED GRADE IIIII AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE F POSSIBLE III II. ICI I1-111-1I1- I ` BRICK SUPPORTS OR SOLID CEMENT BLOCKS RUSHED 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 35"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" UFTS) EMBEDMENT + THOROUGHLY COMPACTED SPRING UNE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING No. 68 STONE _ _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE : L OREN 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 iCOTT/R. CITLILINS'ZI I ---I Lic. No. 035791,E >, 09/12/22 "Aj O ce L (A DO K � s U/ " !n Z ` Z ULI A � C O Z O O. L F E_ u {n In L ^� LU _Uof z ) `_ tL L N N N N w CD O f- N N Q CD N 00 0) CD O L ti ZCn � ") z N Q ® CY) ■�^■ 1 N LU O Ci7 e� e1 N W N cn W > Q LU z J_ LL > U I W J VI o '� Q L -1 W 0 Z � °� U ,-I (n LLJ W1 H Y � O LU �- U Ul u) J LU ZLUJ U) T~ i J w � � O J Q V O O 0 N U JOB NO. 182150 SCALE N/A SHEET NO. 15 LOT i l ' r / / L7$- I 22 / '49 LANDSCAPING NOTES: sli/ \ LOT / / / / 2. 2 LARGE STREET TREE PROVIDED PER EVERY 50' OF STREET FRONTAGE. Z / � / � -43�//z. STREETTREES SHALL BE LOCATED 5 MIN. FROM DRAINAGE STRUCTURES AND io'�/ PROPOSED LIM.LOT MATC HLINE SEE SHEET 1] 77 / .` MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. OF CLEARING (TYP.) + �o \ + tip- / / 3 STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE/ %/ '/ OT ' HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNEDCS'�. _ MINIMALLY AND ONLY TO SUPPORTTHE OVERALL HEALTH OF THE PLANT. -- NOTE: / / _ -.;yo 42 r - /-' j 4. STREET LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES . . 035791 ,� / LOT - / SHALL BE PRUNED BETWEEN 2' AND ABOVE GROUND AS A CLEAR ZONE TO (!Lioc�No 4 i. ALL LANDSCAPING SHALL BE INSTALLED BY THE \ �3 pE /� ., / / LOT ✓ + PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS.FIRST po 09/12/22 OF THE PLANTING N FIRST CERTIFICATE OF OWING HE ISSUANCE /S + SPA E o + a 75 // TOTAL STREET FRONTAGE= ,420' SSIONAL E�Ol P LOT ` / + - REQUIRED STREET TREES: igo THE DEVELOPMENT. 1g PROPOSED STREET TREES: 2. ALL LANDSCAPING AND SCREENING SHALL BE .' s2 � � � � - _ _ / � v - /-/ ;: 3 74 / • o � / �,� NOTE: 3,566' OF STREET FRONTAGE ALONG HALSEY AVENUE (PORTION OF) MAINTAINED IN A HEALTHY CONDITION BY THE REQUIRED STREET TREES: 72 PROPOSED STREET TREES:76 CURRENT OWNER OR A PROPERTY OWNERS' \ \ a $ �- y / 73 I /3 `�" NOTE: 2,442' OF STREET FRONTAGE ALONG SABLEWOOD DRIVE ASSOCIATION AND REPLACED WHEN NECESSARY. / + LOT / / / REQUIRED STREET TREES:29 REPLACEMENT MATERIAL SHALL COMPLY WITH THE LOT / \1 _ 1 41 LOT / PROPOSED STREET TREES:30 + ' NOTE: 2,897' OF STREET FRONTAGE ALONG LACONIA LANE APPROVED LANDSCAPING PLAN. \ / la / � LOT „ 7z / 3 cn / \ 2 ° / - - J REQUIRED STREETTREES:58 O 'IF � - + / "y/ /� 1 �s 4 LOT�I / LOT /* +,` PROPOSED STREET TREES:6o �� NOTE 921OF STREET FRONTAGE ALONG MARCELLA STREET 2: 7� / • // x � REQUIRED STREET TREES: ig O \�� PROPOSED STREET TREE S: i9 c9 + NOTE: 595' OF STREET FRONTAGE ALONG MARCELLA COURT z DO/ LOT / I � - / ,.�I REQUIRED STREET ¢ in O (23) AS L STREETTREESAL ONG LACONIA LN PROPOSED STREET TREES: 22 w 1 FUTURE t' _ - LOT / / A 38 ' - / / / / - o DEDICATED T O ALBEM ENWAYTO BE _ s, 0 � / ,; / r / V A LOT +� - d 0 � � � � � � Q ALBEMARLE COUNTY - -- 25 / / /... LOT / // '` j �. Z w z AT TIME OF FINAL SUBDIVISION PLAT, �� � 5 MIN. ; - - ��� / LANDSCAPING PER PROFFER #2 OF ZMA201800011 / / \ / \ JO %/ // / - O z g a CALCS: BLOCKS 16 Lu LOT + GREEENWAY (ONSITE) -omAC 24-796 C EXISTING ioo-YEAR O / 3k / s - RECREATION AREA - o. AC ~ > J / L T � � LOT V 69 � ' q� / / 16 , o 1 / / \ o 0 55 w ¢ a FLOODPLAIN (TYP.) Q 7 LOT/ 37 - / - - /j / / � z z o +• oT�� TOTAL: 24.246 AC ' MIN. Q' ': 26 -- _ e " v. I� _ iT / � � dam � / LOT X — + / i / � - �� �� z PLANT SCHEDULE: NOTE: QUANTITY I I /- i. ALL LANDSCAPING SHALL BE INSTALLED BY THE SYMBOL BOTANICAL NAME COMMON NAME SIZE STREET BUFFER OPEN CANOPY TOTAL DOUBLE STRAND #12 GAUGE WIRE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE \ TOTAL WITH RUBBER HOSE & TURNBUCKLES - TREES AREAS SPACE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN " CANOPY TREES L 2"x2"HARDWOOD STAKE THE DEVELOPMENT. \ AR ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY'RED MAPLE 2-1/2" cal. 18 18 397 7146 \. \' CUT& REMOVE BURLAP FROM TOP 2. ALL LANDSCAPING AND SCREENING SHALL BE \ ASL ACERSACCHARUM'LEGACY' LEGACY'SUGARMAPLE 2-1/2" cal. 48 6 54 214 11556 1 1/3 OF BALL AS SHOWN MAINTAINED IN A HEALTHY CONDITION BY THE GRAPHIC SCALE BN BETULA NIGRA'HERITAGE' HERITAGE' RIVER BIRCH 2-1/2" cal. 17 33 50 397 19850 l \ SCARIFY SUBSOILTO 4" MIN. DEPTH CURRENT OWNER OR A PROPERTY OWNERS' " FG FAGUS GRAN DIFLORA AMERICAN BEECH 2-1/2" cal. 0 177 0 - ASSOCIATION AND REPLACED WHEN NECESSARY. I I a I I `i MULCH SAUCER \ LSR UQUI DAMBAR STYRACI FLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" cal. 37 6 43 249 10707 REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINISHED GRADE \ LT LIRIODENDRON TULIPIFERA TULIP POPLAR 2-1/2" cal. 39 39 387 15093 APPROVED LANDSCAPING PLAN. NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 0 151 0 TREES UPTO4" CAL. SHALL BE STAKED. _ - ) \ ( IN FEET) / -- CB QUERCUS BICOLOR SWAMP WHITE OAK 2-1/2" cal. 0 339 0 a3HT. oFTREE TREES 4" CAL. OR LARGER SHALL BE40 ft. GUYED WITH 3EQUALLY SPACED S inch = _ QC QUERCUSCOCCINEA SCARLETOAK 2-1/2" cal. 49 49 370 18130 TWISTED,#12 GAUGE WIREWITH HOSE AND TURNBUCKLES. LOOP HOSE w QP QUERCUCPHELLOS WILLOWOAK 2-1/2" cal. 50 50 419 20950 _ AROUNDTRUNKABOVE BRANCHES \ / ASSHOWN, FLAGWIRESWITH _ 1 UNDERSTORYTREES & EVERGREEN TREES SHUMARD OAK 2-1/2" cal. 58 4 79 464 26912 - 1II III _ I- couevevTAPE. REFER TO SPECS �, w w �, w w w �, w „ ,� PROPOSED LIMITS OF CLEARING (TYP.) UQAP ULMUSAMERICANAIPRINCETON' PRINCETON'ELM 2-1/2" cal. 54 4 58 464 26912 III —III FOR ADDITIONALINFORMATION. / S w w w w w y w �I II L ���I III- AMENDED SOIL MIX w m � w w w � m � ✓ m (, \ AG AMELANCHIER GRAN DI FLORA SERVICEBERRY 6'-7'ht. 21 21 130 2730 II COMPACTED SUBGRADE w /a m-- m m w� w ✓ w \ CC CERCIS CANADENSIS EASTERN REDBUD 6'-7' ht. 22 22 124 2728 CD CEDRUS DEODAR DEODAR CEDAR 6'-8' ht. 35 35 143 5005 CFA CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6'-7' ht. 27 27 124 3348 w PROPERTY BOUNDARY TYP. w i' yo Tree Planting and Staking Detail ( _ - - ., \ , W i 10 ILEX OPACA AMERICAN HOLLY 6'-8' ht. 24 24 56 1344 w _ j Not To Scale 1V JUNIPERUSVIRGINIANA EASTERN REDCEDAR 4-5'ht. 28 28 16 448 _ MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA Ght. 34 34 113 3842 i W W " w' w w w/ w m w - 4 EXISTING PRESERVED 8ht. 1 1 27 27 41 1107PA PICEAABIES NORWAYSPRUCE // STEEP SLOPES (TYP.) + PT IPINUSTAEDA ILOBLOLLY PINE 45'tit. 0 1 207 p 9 / Evergreen Tree Planting Detail EXISTING TREE CANOPY 32765- a+{ Not ToScale TOTAL 213049 w� w w w w w �w- w- w w w " EXISTING ONSITE .' ,l, -� FUTURE PUBLIC GREENWAYTO BE/ � / Y w, w� w w /w - DEDICATED TO ALBEMARLE COUNTY w' w + \ / VEGETATION INCLUDES A — MIXTURE OF DECIDUOUS & w �w w w PROPOSEREENWAY (TYP.) w i w wATTIME OF FINAL SUBDIVISION PLAT w w w L30� �) \ 1992 w w w w w w v� �. w v� w/ w PER PROFFER #2 OF ZMAzol8000>_zr w i� -- 4 / \ TREES ARE RUN RALLY LOT J LARGER IN DI METER r - w 234 A WIT.iTALL UNDERBRUSH AN UUSH >✓ i / V / A \ w\ LIMITED UNDERBRUSH _ _ � _ � - \ <a i � y PRESERVATION LOT AREA ./ 127 LOT 131 LOT y �N ,7745E T - /� �� Z � 128 _ � LOT \ _. i LOT 130 - w V �Y /��. 129 � i �' 9 �� LOT { -- I q,22 �V a / /i T 126 - 414---- (7) OS STREET TREES s 3 A- %w ALONG MARCELLAST u Jy/ w \ t._..i+ % s z MP`ROSE�POBURIW LOT AL) � OPQ � (1z .y / - / / . . ` . W Y w \ - _ _ - _ P0.0P 4 PU6VAC _ '- 98 XI O R T Q 6 LOT . N 125 w/ LOT x LANDSCAPE& 5M^N 1 - �V MAINTENANCE ESMT� - L— ^ �g T �,, • �. LOT I LOT logLO A tOT I� I 0' 0 FENCING AND A TREES UP TO 4" CAL. SHALL BE STAKED WITH a-a"xa" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEYTAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE ORING I I __M `CAgD FENCE 'vtwrnc rtnce CORRECT METHODS OF TREE FENCING 3.38 tl SCOTT/R. CrTLLINSZ Lic. No. 035791,11 po 09/12/22�� I_ V, Z O d ", U In L Co U C � ` ZLU g E ` 0 O F F L i J W Q • � LL / t Uj 0 O) ti Z� `Y) z N Q C ^J I..L LOTLOT \I I .. ✓ ` 1 ��; -- 124 / 108 a AL QSSTREET TREES Source: Va. Plate3.35-2 �.�..� I /l z I y LOT o O ALONGHALSEYAVENUE N _4 a / �� 93 J b U) III-401 N LOT ,� / OT d LOT _, _ - LOT Q Q EXISTING loo-YR FLOODPLAIN (TYP. EXISTI ` / 3 I 112 ✓ .:. 9z F 1 w NGJMANAGED - j 1z I ) I T / ) l07 / 3 o I' ♦ / # e 21 I I- ¢ Counlvof Albemarle w$TEEP SLOPES (T \ '._)—_•.-f. (6)ASLSTREET TREES. I l 44 - _--Z210' Conservation Plan Checklist -To be placed Landscape Plans > N YPJ -- __ / �. _ - �� — -- W I (Handbook,pplH-284-111-297 to.- completespeciRcations) ALONG MARCELLA CT - LL .• •� ^ (z3)ASLSTREETTREES ----iZ I� LU Q 1 rh Tress Vas sovol, all be shown on [he oleo: / -- -- — ONIA LN 0 O (6LSRSTREETTREES I ALONG LAC I I � m a � � � I i + ' �eTreestobeaared; J , L T w w ® Lsmrscrdem,ng(emaideanphneofhaambesaveal. � V ,a ) i '• I w H 3 _ 91 Location and type of proteebve r au8, ,ALONG MARCELLA CT LOT + I 91 °-vt � � Ea erase enenges regan;ag nec wave nrwalla; -- � i -.- � _ ..'. fl Z..- � I 2 Fa aoposm v�n�mm�el�beyevdme>vn:m neelem;vg. � Z / 1 ill 1D6 Markinny w Q 1ao LOT -- - LOT Z w 3 9 J W - I 3 / 0 NI trees m be aavM aball be marka3 entls pxir,t ordbbov et abeigbl c]eady visible m egrdpmaR opemto®. J 11 i O 0 No grading shall begin until the trm ranking bus, been inspected and approved by a County Inspector. - + d - — -- ` 5. PreConetruetlon Conference: W _ t i I i' , \ � �j LOT 3 i � Tree preservation and protection memvrea shtrl be reviewed with the contractor on site. FUTURE PUBLIC GREENWAY TO BE" `P' EXISTING STREAM TYP. j v - -/ / to Ali I LOT i DEDICATED TO ALBEMARLE COUNTY / .�� _ / h.� � I � � " a. EaaiameN operation and Stones: ib ATTIME OF FINAL SUBDIVISION PLAT, / i 5 �� I o b satuiPmm6 vefiwlar trafficaM storage ofconstmctivn matedeleincluding soil shall notbe Pemutred uviNin tl�e driPEa�oftrew Hti �. B i aved 2 OF ZMAzol8000u LOT / _ ° I i PER PROFFER # `�' 4 I l LO� i ) LOT " / s. snEE.ormaaaasmrmramruammm�Deomm: Q + 11 11 �� LOT W o I 88 �+ I" ®s,wnaaaceasnaunotaa ®ayarrnaemmbeamed. w' 9 1 v� / ,1,' /• w �. I / z U ,i OF, 4 i 1 ° 1Q4 i Z V 3 I — 6. Theme U i� / r1 ". lJ - i J-.l u� i___ I .• / � �FLas are no[permstted willun l00fet of the dnphva of traw to ba aere3. 1. A F' m" 2 _- i i� Q j LOT i 1 C) _ a I z Ta:k memrlah: + v J C. _ -- -� I m OWE - i 67 6 i i ® Toxin matenals shall not be storN xn[lun 100 feet ofthe ddpline oftrms ro be saved. w / i y.... _ I I .. ^^ Q d LOT - 6 UAPSTREETTREES l -- - (3 ) B. Prehc obetl w �w Q- Q �, l03 --- o ALONGHALSEYAVENUE 0 rr�mbere<aNed�wnwr tefapropoeeaneddmgerggackrityshaubepn,t�mabyr Wig. J - OPEN -1 LOT �- QO / t �= 2 .. �_ w/y° .,_1 SPACE �� / ) )��/' _�STREETTREES 86 t / O Fmdvg�,aubemp�ee�aa�ube�p�tedavaappreo�byaeemrylaap�torpdmmgrudmgormeeo2 / • 9. ®eWdls: stbermsedvntlnn Ne p eefatmetobasaed, mweRs l p dedandaconstnshondered w� + / Q / v / LOT ALON�ACONIAL LOT wbentedfornaleselmn m n O �/ , /" ' +, / / � subtmttetlt ppr al. PROJECT BOUNDARY TYP. 1 e � 3 � for or � atr roe Ter; J � � -� _ � 10. rreewanr: _ 85 �� M \ ) 1118 ___ /� �',, LOT I 'k' -I -_ i. Z _ saturated for approval. p W _ I i 0 ® When the romdlevel must belowarad within the dri line atree to be saves, atrea wall shall be provided, mdacovstrucfion detail w h w W W w \ \ 1oz , ! rl (18) UAP STREET TREES ( u. rrenmlrm anaramreuna I /� A I 'EIWhen tranobmgss {wind xnthv ffie hn¢te otoleedvg, rtabell ba done as fin away 8om lire hunks of4eaa ea possible Tuunalsg ALONG LACONIA LN / nails alaBe o-ee al,all ne cenaatered as m, alremaare wbarmaamrapatea rbat neomaary era,ewng wulmaaoy feemrreoea AL - , - rt12. Cleanup, LOT / ®a Iwrve rme,� anau ne ma lesHmma r�erea am,vg ae e� deanap. 4,^ i LOT e 4 �� 1 D,maaea Tr:B. ---------1 _ a lol 1. LOT.+ LOT �. � ® Damageava�a lbe�areanvmemmegbyp.,rwg,remu�000remermmneaarea�eweaby. nee speaabn. `-1)o - 117 \ \ 116 / y ' l_ LOT - + 'I 3 1 ,� NO IN IS THE DE ELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION / ,+,.�"' • ' �� � `� \ REQUIREMENTS. O Ja - w LOT ' 4 3 _ p PROPERTY 9/5/2022 loo ` i � °' � BOUNDARY (TYP.) �_ _ wNBR slcnnTu lunrel - �.�/ EXISTING ONSITE =r- _ , �/I/ __ _ CIE VEGETATION INCLUDES v:: + 3 ' —� -'• _ I Q "� - -- CONTRACT PURCHASER SIGNATURE (DATE) - �+' / MIXTURE OF DECIDUOUS &' � � LOT ;- :_--- � I� LOT ��' I / slt/ae Pane tnn � TREESALARGERENDIAMETER r i - - _ // � y w /w� w w EVERGREEN TREES. _. �����j e 4 � i 99 l I I 3 61 ' I 3 \ _____ O WITH TALL CANOPY AND; , , „ �, + �, p. 4 + Oi1S0i'V ion Plan NoteS:. N LIMITED UNDERBRUSH. i. �• ,1L� LOT -- 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO °�}''� / /So b 3 '- EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE w CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. _ e / LOT / �.• LOT" 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE LLI LU AREA v 45 ,/ 79. ,� . ° 4. FROESDINATED SUCH THAT THEY SHALLL NOT BE PERMITTEDSWTHINLL NOT 1100 ADVERSELY ET OFT THEFECT OUTSIDEES DRIPOLINBEE OF REESETOABD PREOSERVED AND PROTECTED. 0 22,991SF ".� 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND .,++ 3 1. PROTECTED. JOB NO. + j `'' y,l �♦ s ---- -- 6. 0 LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR L E P ERVED `-Ta , LOT + 3 , i AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 182150 ((( T OPES (TYP.) LOT �� , �'" 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE \ 44 / IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE u �� _ TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, LOT ;�� _ �'" t ��/ 78 sF / BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND SCALE zz ,� PROTECTED. Itr - t LOT ' / 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED 1 =40 '-' gggJJJ A , IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS *'U43 - INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. PROPOSED LIMITS �J LOT MATCHLINE - SEE SHEET 16 ' - ,i 77 �' /+ ;' / 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE SHEETNO. BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP OF CLEARING (TYP.) 20 \ + `��,�\/'.- ,,!< '�' .� MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. _J + e / \ LOT F 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING 1 7 ,\. �.. OT THE FINAL CLEAN-UP. Z 440 PVI STA: 22+00.00 DESIGN APPRO ED U DER SUB20 1-00026 BR 0KHILL BLOCK 16 17 R AD P NS. KROAD LVC: PLANS SHEET PIOVID DWI H THIS SIT PLAN FOR I FORMATIONAL PURPOSES ON 5°.°0 � 4s v N W N Ljj V > m V > w > > m w 430 FI L PROPOSED VDOT STD. CID (TYP.)' Q�l PVI STA: 18+00.00 PVI ELE : 43.3.97 K: 4 .93 W 4�5 LVC: oo.00 _"�X = p o m PROPOSED VDOT STD. CD-1 0) Lu Lu p + M m o o a i.4' W i Lij N W V u °° "u 420 > j zoA z m w 1.99% 2 PROPOSED FIRE HYDRANT ASSEMBLY w/ 12"x6" TEE Q 415 + ILL Ln TYP. N w z 8 1.3' w o > ¢Q ~ PROPOSED VDOT STD. CD-1 410 w It; 18A Ln _ � ROPOSED STORM SEWER CROSSING Li on p / / O / PROPOSED FIRE HYDRANT 405 0 0 / ASSEMBLY w/ 12"x6" TEE W w V) J / 0_ Q / F / �.3 Z 3 PROPOSED 12" CL. 57 DI WATERLINE 400 / / 16A / / / / PROPOSED GRADE (TYP.) / 395 PVI STA: 12+28 75 1/ PVI ELEV: 356. 4 EXISTING GRADE YP.) K: 37.02 LVC: 296.00 / 390 - 1.3 00 kD tp n / 00 +O 1m11 ^� m m / N i N Lii / > u > / STORM SEWER CROSSING � m > w 385 m W i i � oho o ° 1. PROPOSED 12"x8"TEE, (z) -1z" G.V., & (1) - 8" G.V. 38o / 3.5' PROPOSED SANITARY / MIN. SEWER CROSSING / / 375 / VERTICA GRAPH C SCALE //%\-PROPOSED FIRE HYDRANT 2.5 20 / ASSEMBLY w/ 12"x6" TEE 0 PVI STA:30+30 00 0 co 37 PVI ELEV: 3S2.36 + 0 IN FEET K: 3.99 ~ / i inch = 5 f . LVC: 10.0o F- LC PW PT. STA: 1027.00 ^ PROPOSED 12" 22.5° BEND TO CONNECTION w/ L DW PT ELEV: 3 z.88 WATERLINE PROPOSED UNDER THE PHASE z Al. HORIZONTAL GRAP i1C SCALE 365 p ¢ / POLO GROUNDS ROAD PLAN (SUB-z017-117) p NOTE: ALL ROADWA EMBANKM ENT MATERIAL SHALL UNIFORM LAYERS NOT MORE TH JCCES-SrVE- N 18 INCHES IN THICKNESS BEFORE COMPACTIO OVER THE ENTIRE ROADBED AREA IN A CORDANCE WITH VDOT 2C zo ROAD AND BRIDGE SF ECIFICATIO 303.04(h) NOTE: CLASS I BAC FILL MATERIAL SHALL BE CRUSHER RUN AGG REGATE SIZE NO. 25 OR 26, AE GREGATE BASE MATERIAL SIZE 21A OR 2113, FL WABLE FILL, CONFORMING 10 SEC1 IONS 205, 208 OR 249 RESPEC IVELY, OR CRUSHED GLASS CONFORMIN G TO THE SIZE REQUIREMENTS FOR CRU HER RUN AGG EGATE SIZE 25 AND 26, PER DOT ROAD AND BRIDGE SPECI (CATIONS, SECTION 302.03(a) G "BA KFILLING". i. ALL FILL TO BE PLACED AT 9S% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i'OF VERTICAL SE ARATIONFROM STORM SEWER & W/L AND 1.5' OF SEPAR TION BETWE N W/L & SANITARY SEWERMUST BE PRO IDED. U) N Vl N Z / BA N l m W NW °iW V / j m j w � / / ( IN FEET ) 360 m W w / 1 inch = 50 f. 0 Z / � ROPOSED 12" CL. 52 DI WATERLINE EXISTING 20" DIP SANITARY / SEWER C,ROSSING / ROPOSED 12" 4S1 BENDS 355 � VDOT STD. CD-2 .500/0 00% ATE: SEE PHASE z POLO GROUNDS- 1.3 ROAD PLAN (SUB-2017-117) FOR ENTRANCE DESIGN INFORMATION 4A PROPOSED STORM SEWER CROSSING EXISTING 15" RCP STORM 345 SEWER CROSSINGS ID N„� n 3. a�. a Oaw O�. s It O�l N 00 Oal0) N O.t nN m mVml 0) •i ci Ol0 p rp a) 00 t0 p 1.m .m .0. m ) w N '4 O Li)dl Ol O01 O0 l m N l H�Sm J N OD 0 0) 00 a) 00 Ol 0) O a, O O O 0 O O O O H H H N m 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+So 22+00 22+50 23+00 23+50 24+00 24+50 HALSEY AVENUE (DESIGN SPEED=30 MPH) SCOTT/R. CbLLINS'Z Lie. No. 035791 n p 09/12/22 Ari J Q 0 a m o= v L^ Z Lr) uj Z Dog z W o H Lf) U) w ¢ s z = EMU W ce N N N N w O O N N ¢ W N W T 0 0 L9 z L9 z ul z ti M N c+� N C:) CD N (N L J J_ U) Lu - O Q U L Lu W Lu U) Lu O O N Q a- W I --I a z I -I u- 1 06 9.0 0 co J Ha 2 0 ,0/ 0. co LLJ J_ ILL 0 LLJ Lu 06 Q 0 W J F L- (i F 0 W W d In JOB NO. 182150 SCALE 1LL = SOL SHEET NO 18 455 PVI STA:16+o5.25 PVI ELEV: 44-A.15 455 PVI STA: 14+50.00 K 2.50 PVI ELEV: 440.88 LV : io.00 K: 1 .57 LOW PT. TA:16+05.25 LVC: ioo.00 LOW PTELEV: 443.20 m o 450 o w N N a °O a N N 4SO ° a a c°i Mt N W N + S W 6j + It m w HW UW � m i w Um m w 445 INTERSECTION OF 445 PVI TA: 12+00.00 MARCELLA STREET (STA. 14+o6) PVI ELEV: 416.00 w/ LACONIA LANE (z3+lg) 2.o0 n z.° K: 2 5.40 2.p0 LVC, Jao.00 ILL PROPOSED VDOT STD. CD-2 44° ° PROPOSED VDOT STD. CD-1 (TYP. 440 O1 + N �t °, w PROPOSED 1 TYPE A 0i ' U - -OFF ASSEMBLY V m w / PROPOSED 12"x8" CROSS, BLOW 435 i (2) -12" G.V., & (2) - 8" G.V. 72A 435 000 EXISTING GRADE (TYP.) PROPOSED 8" CL. 52 DI WATERLINE ROPOSED 8" CL. 52 DI WATERLII ri / I° 2.6' -00 75 N N°Ln 430 w i ROI OSED STORM SEWER CROSSING- d 43 O D 8"x8" TEE PROPOSELu z o PROPOSED GRADE (TYP.) & (3) - 8" G.V. m O a v N // PROPOSED 8"x6" REDUCER Ln 425 0 ¢ / r 425 w D w v 1O +^ z 00 3 5� I �.7 PROPOSED SANITARY m° O v O a/ / 1 z' PROPOSED SANITARY SEWER CROSSING g w w < F w SEWER SERVICE z w 420 0 Lu UU LATERAL CROSSING oQ j Ln 4 20 D / F a g 68A U w z z 3 ROPOSED STORM SEWER CROSSING w Ln ¢ Lu w 0 Lu F 2 Q 415 PROPOSED 6" CL. 52 DI WATERLINE z z 415 2'p -1 PROPOSED FIRE HYDRANT PROPOSED VDOT STD. CD-1 ASSEMBLY w/ 6"x6" TEE 410 PROPOSED SANITARY 410 13' SEWER CROSSING ROPOOPO SED TYPE A F LL 62A VPROPOSED 6"x6" TEE ASSEMBLY (TfV-OFFYP. & (3) 6" G.V. 405 533 405 PROPOSED 4" CL DI WATERLINE \\\\�>1 LPROPOSED 6"x4" REDUCER PROPOSED STORM SEWER CROSSING \ \vY PROPOSED SANITARY 400 SEWER CROSSING 400 M O 10 O O O O w OLi) n f L9 Ol a) O N 'i L9 l0 ^ 01 M O1 N cl m 00 m 00 00 00 Vl N CO Ol N M O M n O � 'i ul N 00 N 'i N M u1 S M O �/1 O1 M 'i M N M � ,y N N N N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 MARCELLA STREET (DESIGN SPEED=25 MPH) 15+00 15+50 16+oo 1 ROAD DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. VERTICAL GRAPHIC SC%11,1� ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 It 200 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. PVI STA: 11+75.00 PVI ELEV: 422.52 K: 13-79 LVC: 5°.00 °° � °O o PVI STA: 10+17.50 N N 435 PVI ELEV: 418.66 U wLj 435 2.50 U m U Lu LVC: io.00 m W LOW T. STA:1o+17. o N EXISTING GRADE (TYP.) LOW PT ELEV: 418.7 H PVI STA: it+oo.00 Q 43° N PVI ELEV: 418.30 - - - - Ln 430 It + d : 2 .20 / \ U H ;; LVC: 5.0° / Ln PROPOSED U U FVDOT STD. CD-i m U w ul m LL9 m Lu + ~ + \ + N 4�5 w " " 4�5 m ' - J m '2. ° °� FL PROPOSED AIR -RE Cc Lu \"(TYPJ / PROPOSED PROPOSED TYI GRADE (TYP.) BLOW -OFF ASS 420 3.5� MIN. 420 VE 5.6z% 00 2 p0% PROPOSED 4" CL. 53 DI WATERLINE 0 PROPOSED VDOT STD. CD-2- 4�5 o PROPOSED 6"x4" REDUCER 4�5 o 00 PROPOSED SANITARN N 1.6SEWER SERVICE 0 w PROPOSED FIRE HYDRANT LATERAL CROSSING Lu u- F- o' 6 C ASSEMBLY w/ 6"x6" TEE 4io ° Ln 4 420 p O Ug W 6 ROPOSED 6" CL. 52 DI ATERLINE J 3 w 0: U ¢ PROPOSED 6"x6" TEE PROPOSED STORM SEWER CROSSING N 0 n M N ^ L. N u1 0 Ql 0 N N N Ln 00 M ei a) 10+00 10+50 11+00 11+50 12+00 12+50 13+00 MARCELLA COURT (DESIGN SPEED=25 MPH) PVI STA: 28+oo.00 PVI ELEV: 46o.o1 K: 47.26 VALVE A OBLY .G- SCOTT/R. CbLLINS'Z Lie. No. 035791,'n p 09/12/22 Ari J Q o U) a m Vl U �^ Z Ln z Duj og z w o �..� `, N w a s z H "- W ce N N N " Lu O O N N or1j 0 o) 0 0 L9 w w z l7 z w ul z ti C`') C10 CA CV 1 CV CD CD CV CV Q Lu J J U) Lu F_ 0 Q U 1 Lu Lu Lu U) Lu ry Q O O C\I a a- Lu P-1 .J z I -I U- 06 l0 U O co J 2 O O ryoo LLj J_ ILL O z Lu a 6 Q O Lu J 0 w O w a U) JOB NO. 182150 SCALE ill _501 SHEET NO. 19 o G, SCOTT R. LINS C) Lie. No. 035791 n 46o 1000 09/12/22 �4 10NAL EGOS / \ \ PVI STA:zz+00.00 PVI ELEV: 438.13 455 - - - \ K: 6 .4z PVI TA:1 +1 .00 ROA DESI NAP ROVE UNDER SU 2021 0002 BRO KHILL BLOC 16/17 ROAD PLANS. PVI ELEV: 0 m \ 0 K:3z.68 o a. o L C: 215.00 \ + PLANS SHE T PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. PVI STA:6+00.0o N HIGH P.STA:19+03.7 � N> i z 450 / HIGH T ELEV: 446.68 n't v m \ v w g K:1 6 / o m w o LVC: o0 00 / / u PROPOSED AIR -RELEASE VALVE � U `� O N O I' / m U w \ J z O Ol O� / W \ z Q U) + M + / / \ \ \ 445 i u o a m ,(�w o V V / r/ � U) Q >m >w // y.98% Z w z z m w / / 3.5' MIN 3 6O% ROPOSED 8" CL. 5z DI WA O z g w / o v7 N 440 / 1..AA1 >Lu J a 7 PROPOSED FIRE HYDRANT Vl z z ASSEMBLY w/ 8"x6" TEE H + 0 PROPOSED FIRE HYDRANT / 1.6' ASSEMBLY w/ 8"x6" TEE W z o 435 1. z' PV ELEV:398.07 78A K: 2.50 / 2.2 A PROPOSED SANITARY SEWER ry LVC: io.00 EXISTING GRADE (TYP.) / / 54 SERVICE LATERAL CROSSINGS W LOW I IT. STA: 10+17. 4 430 LOW PT ELEV: 398.1 W - 2 ^, It ^, PROPOSED GRADE (TYP. / Lu m + 0) / 1 5, ROPOSED STORM SEWER CROSSING PROPOSED SANITARY SEWER W N N w ° ui / SERVICE LATERAL CROSSINGS I w o 0 v u PVI STA: ii+ 6.0z PROPOSED FIRE HYDRANT 4�5 m U w PVI ELEV:4o .44 ASSEMBLY w/ 8"x6" TEE7\' W o o i -3 J - PROPOSEDSANITARY SEWER o 0 LVC: 16S. o PROPOSED SANITARY SEWER = - SERVICE LATERAL CROSSINGS m 1 SERVICE LATERAL CROSSINGS U FLCOMUO) o+r; 7 It g 3� SzA Q 4zo "o Ln � PROPOSED 8" CL. 52 DI WATERLINE PROPOSED SANITARY SEWER m j w / SERVICE LATERAL CROSSINGS ix LuVERTICAL GRAPHIC SCALE m p / 2.5 13 L9 + / I� 415 0o i C� PVI TA:8+64.00 / ( IN FEET ) N Z 1. PVI ELEV: 393-1$ Z / / 11' 1 inch = 5 f K: 26.25 O / PROPOSED SANITARY SEWER Cry J VC: 72.00 U Lu 1:7' SERVICE LATERAL CROSSINGS 4i0 // j s°A ORIZONT L GRAPHIC SCA E 9 ri o 9 O❑ / PROPOSED STORM SEWER CROSSING za o o z o w + m ++ m PVI STA: 9+56.00 O / m w O1 w PVI ELEV: 397 54 r 0 / C) CD u > u > K: 1z. 6 405 m m , "' LV : 35.00 W < / / I 1 inch FEET 50 ) f . 00 Ln 00 _z 3 1.5 Q .J 00 mm +M / O1 w °i w / 3.5' MIN. > w D i v L n v/ W Z J V V � V 400 m m w "� 1' PROPOSEDSANITARYSEWER J I --I ILL. < SERVICE LATERAL CROSSINGS U- 0 Lu / 00%- .00% z.0o°70 o PROPOSEDVDOTSTD.CDI1 / z. 48A W Juj F z �.L00 NOTE: CLASS I BACKFIL MATERIAL SHALL BE CRUSHER RUN O T� 7 395 0 PROPOSED VDOT STD. CD-z pTC D G CC L9 L Lu T G-� ATERIAL _ 00 11' SIZE 21A �R 21B, FLOW BLE FILL, CONFORMING TO 06 J SECTION 205, zo8 OR 249 RESPECTIVELY, OR CRUSHED Q w z p0 0 46A GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR z 1".0 w 4-4 1. CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD = 390 ROPOSED STORM SEWER CROSSING AND BRIE'GE SPECIFICATIONS, SECTIO 30z.o3(a)zG C) ,--I 4.6' 35 PROPOSED 8"x8" CROSS & (4) - 8" G.V. Y PROPOSED 4" 45° BEND TO ILL 31 PROPOSED 8"x6" REDUCER TYPE A BLOW -OFF ASSEMBLY TYP) W PROPOSED SANITARY �_ O Q 385 SEWER CROSSING PROPOSED 4" CL. 53 DI WATERLINE U) J \\\�\ PROPOSED STORM SEWER CROSSING ul 0 PROPOSED 6"x4" REDUCER uJ 380 ROPOSED 6" CL. 5z DI WATERLINE z � J PROPOSED FIRE HYDRANT �--.� ASSEMBLY w/ 6"x6" TEE W > J Lu 375 � 0 O T O) rl N N It N M O W M 0) l/) N H I� 1p In M M 1� L!1 l0 Lm' M M M j Q O M l!1 N rl ll) M �/) ri 00 Ll1 L!1 00 L!1 O O 'i n N M 00 O. 0. M Ol l!) 00 N n Q) T N N �t 1� ei u) CO d) 'i N �t Vl i� O) �t �/) O V) O N w M IXIN V) ri Ol M M m m M m M m S m m 0 It 0 't 0 1 .t 0't '. 't 't It 0't S 3 f 1 't 't 't 't It It f 3 I It 3 .t 1 f It It 'tO N 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+So 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+So 19+00 19+50 20+00 20+50 21+00 21+50 22+00 221 LACONIA LANE u J (DESIGN SPEED=25 MPH) w 0 2 JOB NO. 182150 SCALE 1"_501 SHEET NO. 20 OTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL ONSIST OF SOIL AND B� PLACED IN SUCCESSIVE NIFORM LAYERS NOT MORE THAN i8 INCHES IN THICKNESS EFORE COMPACTION OVER EA NA CCORDANCE WITH HE ENTIRE OADBED A DOT zozo ROAD AND BRIDGE SPECIFICATION 303.o4(h) NOTES: 1. ALL FILL TO BE PLACE D AT 95%COM ACTION. z. MINIM M 3.5' OF COVER MUST BE MAINTAINED OV R W/L. SEWE & W/LAND 1.5 OF SEPARATI N BETWEEN /L & SANIT RY SEWER MUST BE PROVIDED. 435 ROAD DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. PVI STA:17+13.00 PVI ELEV: 425.78 435 21.30 C: 75.00 L, Ln +'t 9s 430 `H w w REG N CUL-DE-SAC - STA. i7+6o 430 m V W j m w z p0% —PROPOSED AIR-RELE 425 x425 PROPOSED TYPE) BLOW -OFF ASSEfv P I STA: 10+21.00 PROPOSED GRADE (TYP.) P 1 ELEV: 39o.67 IL PROPOSED 4" CL. 53 DI WATERLINE 420 TYP. 420 LVC: io.00 z' LOW PT. STA: 10+21 oo 00 44A LOWPT ELEV: 390 z PROPOSED STORM SEWER CROSSING ri F PROPOSED SANITARY SEWER 415 m O rn w SERVICE AT RRAL CROSSING 4�5 " u H u � — — PROPOSED SANITARY m > w PVI S A: =+og.00 PROPOSED VDOT STD. CD-1 SEWER CROSSING in 0J PVI E EV: 39z-43 O 410 LV 29.83. O Ix PROPOSED 6"x4" REDUCER 410 : io oo 5 0 0 00 o m J m O + — — 5' XISTING GRADE (TYP.) + N H Ln i l.z' PROPOSED FIRE HYDRANT ° + m k+° m O Z \ ASSEMBLY w/ 6"x6" TEE d H ° �;; U rl i w U z 0 a J — 405 w m u w H w g z0 , 3.5' MIN. 4oA PROPOSED SANITARY SERVICE LATERAL SEWER CROSSINGS [}OS > — ull � U _ Lu O / Z 3 ROPOSED STORM SEWER CROSSING 400 W + 6" CL. 52 DI WATERLINE 400 mQ v PROPOSED in w z wi z> 61:eROPOSED OQ 395 U W STORM SEWER CROSSING 395 n Ln J F = 36A 3L�—�— 1.3 PROPOSED 8"x6" REDUCER 390 .Op o 0 2,O° / 77: PROPOSED FIRE HYDRANT 390 1.5 45 ASSEMBLYw/ 8"x6" TEE PROPOSED VDOT STD. CD-2 PROPOSED 8"x8" TEE & (2) - 8" G.V. ROPOSED STORM SEWER CROSSING 385 � 4 PROPOSED SEWER SANITARY CROSSING 385 12A ROPOSED 8" CL. 52 DI WATERLINE I [PROPOSED PROPOSED STORM SEWER CROSSING 12"x8" TEE, 38o (z) - 12" G.V., & (1) - 8" G.V. 380 01 M .t O H N V1 O H H t� l0 S ~ N N ^ 00 m m 00 I� n 1O m N N H O 00 n 1 VI Ln O 00 m N O1 Ol N S In N Lll w 0) H Ol 0) rl N O N f 0 S m O m O 6 w 0 ry r` O �l'1 m O W O H A N H H'6 H m H Ol H ry .t H ;. .t H '6 H N ri m m M Ol m It m .T 0) m �1' m .t O 1 -'t O 't S p S .t O � S H �t H �t H S H .t N It .T ry It It N It 1 ry 10+00 10+5o 11+00 11+5o 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 SABLEWOOD DRIVE (DESIGN SPEED=25 MPH) 16+oo 16+5o 17+00 17+50 18+oo 18+5o ASEVALVE IBLY PVI STA: 23+01.34 PVI ELEV: 437-78 K: 2.50 LVC: io.00 LOW PT. STA: 23+01.34 LOW PT ELEV: 417.8-4 SCOTT/R. CbLLINS'Z C� Lie. No. 035791,'n 46o "0yo� 09/12/22 ,j _—_- It eo MOD It00 m00 i l \ PVI STA: 22+oo.00 m + 'r l0 m + a — \ \ PVI ELEV: 438.13 rry V v v K: 6 .42 m 0i w 455 m w o m o ^ ^ \ \ It + V1 H \ \ + N w .N tOn 0i U 0i > w O N u m U w <+ 450 o m \ w J Q H -RELEASE VALVE i u \ z F w \\ O� Lu \ J Lu \ 0 Lu Ln 445 \ O� 3.5' MIN PROPOSED 8" CL. 52 DI WATERLINE U L w �¢ wg \ z 3 440 11 PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE z'Opgo 00% z 1.2' ROPOSED VDOT STD. CD-2 43S 78A I � c W 1.1' PROPOSED 8"x8" TEE _ & (3) - 8" G.V. 430 u- W 76A W Ln I PROPOSED STORM SEWER CROSSING W Z 425 J = PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS U SANITARY SEWER 420 PROPOSED SERVICE LATERAL CROSSINGS 415 m m N 0) Vml n 00 Ol m^ N ~ N 1,6 l0 00 V1 N 0 d r5o 20+00 20+50 21+00 21+50 22+00 22+50 LACONIA LANE (DESIGN SPEED=25 MPH) 23+00 23+50 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. J Q O a m o= U U) Z Lr) uj Z O z g z w o U) w a � z W ce N N N N w CD CD N N 00 r1j 00 o 0 0 L9 z w w z l7 z w ul z m ti Cy') C10 N l'� M) N C7 CD N N Lu J_ W 0 U W Lu Lu U) Lu Q O O N 0 W J Ha 2 0 0�/ LML W L1J LL 0 LLJ J Lu >a 06 Q 0 HORIZONTAL GRAPHIC SCALE JOB NO. 0 25 50 100 200 FM 182150 ( IN FEET ) 1 inch = 50 ft. SCALE ill _501 SHEET NO. 21 395 395 INV MH-5 MH-4 STA:3+48.55 STA:2+93.72 RIM:386.00 MH-6 RIM:38i.00 INV IN: 379.95 FROM MH-6 STA:4+6i.3.o 39 O INV IN: 374.2o FROM MH-5 i INV IN: 379.95 FROM MH-7 RIM:389.00 390 MH-3 INV OUT: 374.00 TO MH-3 INV OUT: 379.75 TO MH-4 INV OUT: 383.00 TO MH-5 STA:1+93.21 R I M:38z.o0 z INV IN: 373.03 FROM MH-4 i INV OUT: 372.83 TO MH-z i OT z SEWER LATERAL TAP 385 385 MH-z / EXISTING -LOT iSEWER LATERAL TAP STA:o+65.23 / / GRADE (TYP.) OT 3 SEWER LATERAL TAP RIM:377.00 PROPOSED INV IN: 371.5o FROM MH-3 GRADE (TYP.) 380 INV OUT: 362.75 TO MH-i 38o PROPOSED YARD OT 4 SEWER LATERAL TAP / DRAIN CROSSINGS 8"SDR-26 PVC / °hh io8.55 LF Qa 2.81% 375 // ryGQ c,0 Fly 375 LOT 7 SEWER LATERAL TAP 1.0' / 12 7:: 8" SDR-z6 PVC / 94.51 LF dal i.o3% 370 / 8" DIP 123.99 LF Qa i.07% 370 / MH-i / OT 5 SEWER LATERAL TAP STA: o+oo.00 LOT 6 SEWER LATERAL TAP RIM: 36o.2S IN: 353.00 FROM MH-2 60" DIA. INTERNAL DROP EX. INV OUT: 351.94 MANHOLE REQUIRED 365 / PROPOSED STORM SEWER CROSSING 36o / 1.8 36o a� N 355 355 ti� �N i TIE-IN TO EXISTING zo" DIP SANITARY SEWER WITH PROPOSED 6o" DIAMETER DOGHOUSE MANHOLE 350 350 N M ul It p)0 0m Vop 00m ~O Nll0^ n00 00 00 0 ko 00 00 00 00 m W 00 l 00 0 00 M ^' mD m c^ m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 MH-6 - MH-1 415 VERTICAL GRAPHIC SCALE 5 ° 20 410 50 3+So 4+00 4+So 5+oo UTILITY DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. M H-ii STA:5+80.59 RIM:414.67 INV IN: 404.2o FROM MH-12 INV OUT: 404.00 TO MH-io MH-io STA:S+08.02 RIM:4io.83 INV IN: 401.2o FROM MH-ii INV OUT: 401.00 TO MH-gA MH-gA STA:4+23.78 RIM: 4o6.58 INV IN: 396.53 FROM MH-io INV OUT: 396.33 TO MH-9 MH-9 STA:3+54.21 PROPOSED RIM-403.00 GRADE (TYP.) ' INV IN: 393.2o FROM MH-gA PROPOSED WATER SERVICE INV OUT: 393.00 TO MH-8 LATERAL CROSSINGS (TYP.) O\e 'y°oho ' J �56 ( 1N FEET ) MH-5 MH-8 r 1 inch = 5 ft. 405 STA: o+oo.00 STA:o+oo.00 RIM: 386.00 RIM:395-50 INV IN: 379.95 FROM MH-6 INV IN: 387.00 FROM MH-3.6 i EXISTING HORIZONTAL GRAPHIC SCALE INV IN: 379.95 FROM MH-7 INVIN: 385-45 FROM MH-9 - GRADE (TYP.) INV OUT: 379.75 TO MH-4 - - INV OUT: 385.25 TO MH-7 � 0 25 50 100 200 / \ i , O\1? 4O0 MH-7 STA:3+51.33 6o ti5 \ ( 1N FEET) RIM:390-93 1 inch = 50 ft. INV IN: 380.87 FROM MH-38 PROPOSED 6" WATERLINE CROSSING i INV IN: 380.87 FROM MH-8 LOT 395 INV OUT: 380.67 TO MH-5 / a 0\P �°% LOT ii SEWER L/ PROPOSED STORM 655�\F SEWER CROSSING 4,6' 390 33 OT io SEWER LATERAL TAP o.8' 0/o OTg SEWER LATERALTAP a0\e 50 5\ F 385 PROPOSED WATER SERVICE 1503 LATERAL CROSSINGS (TYP.) LOTiSEWER LATERAL TAP 8" SDR-26 PVC 80.7o LF @ 0.89% 38o 111• 375 PROF E-EXISTING GRADE (TYP.) 400 00 I 400 xx 220 x 00 F 2 �u_u� o 395 ° � Cq 0 q m 00 00 M °o O M M r- ` 395 N 01 00 ^° mzz O � �° F: >>> wm+m0 > 390 i Ln E ? 390 PROPOSED GRADE (TYP. 385 385 'OSED iz" WATERLINE CROSSIN 38o i.o' 38o PROPOSED STORM SEWER CROSSING 8" SDR-26 PVC 1oA 67.99 LF @a o.56% 375 375 O ^ 00 m m 00 m m 0+00 o+So MH-38 - MH-7 SCOTT/R. CbLLINS'Z Lie. No. 0357911'n p 09/12/22 Ari (� U/ Z`�z` o u L c m C U c U) ` g L z o L r � H Ln N w ¢ _ H\ LL L r / Lu ce MH-i5 STA:9+97.47 RIM:4z8.z5 INV OUT: 416.67TO MH-14 MH-14 435 UJ N N O N00 0 N fN O N r1i 0 MH-13 STA:8+70.73 / / STA:7+6o.45 RIM:427.42 430 RIM:423.67 INV IN: 4i615 FROM MH-i5 / INV IN: 413.95 FROM MH-14 INV OUT: 4i5.83 TO MH-13 / Lu MH-lz INV OUT: 4i3.75 TO MH-lz STA:6+6z.o7 RIM:419.00 PROPOSED4" 425 � INV IN: 4o9.zo FROM MH-13 WATERLINE c 7 Z INV OUT: 409.00 TO MH-ii CROSSING N / LOT 24 SEWER LATERAL TAP co Q PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) LOT 25 SEWER LATERAL TAP 420 LOT z6 SEWER LATERAL TAP w / 8" DIP / izz.74 LF Qa 0.52% (V C7 I- g DIP 0 / Cn H O\P ' oM L 9�39 13 SLOT 16 SEWER LATE LOT 28 SEWER LATERAL LOT iS SEWER LATERAL TAP $ O\P o$ob LOT zg SEWER LATERAL TAP 6g.56 OT i4 SEWER LATERAL TAP LOT 13 SEWER LATERAL TAP SEWER LATERAL TAP yob. 28 LF C i.77 /o uu N v / 415 TAP / LOT 23 SEWER LATERAL / LOT 22 SEWER LATERAL TAP w Q In LOT zi SEWER LATERAL TAP W z W \ / LOT 20 SEWER LATERAL TAP J H� J LOTig SEWER LATERAL TAP 410 � J_ L-LOTLL O .OT 27 SEWER LATERAL TAP U) jSEWER LATERAL TAP ® W ~ Q� AL TAP AP 405 0 L9 ,--1 0� _j I LLI Q Z 1".0 w 400 W Y � Q LLJ U 395 5 O z Ln U) J < W Lu 390 Q J i--i U) 385 WLu O O Q . . 38o OO N u w J r- 375 G w o w N M in m .t mO r- rvO O oN N om N D_ u) 01 OVO N co co l N l0 0 01 r. JOB NO.OM M00 S M S M 1 3. f 't S "t It 't .O} 'tS 'tS .t 't 't It It It It f 't S S 182150 SCALE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 8+oo 8+50 9+00 9+50 1" = 50' 0 M H -15 - M H- 5 SHEET NO. 22 MH-z2 STA:8+45.27 UTILITY DESIGN APPROVED UNDER SUB2021-00026 455 INV OUT: 437-S TO MH z1 455 O^ TH Q� Jl�� PROPOSED WATER SERVICE BROOKHILL BLOCK 16/17 ROAD PLANS. SCOTT R. LINS Z LATERAL CROSSINGS(TYPJ PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR MH-21 L� Lic. No. 035791 n STA:7+53.44 °� 09/12It �4 INFORMATIONAL PURPOSES ONLY. 450 INV IN: 434.95FROM MH-zz i 450 oIONAL INV OUT: 434-75 TO MH-20 I � PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) 445 MH-zo 445 STA:6+80.36 RIM:44o.67 / rOT 77 SEWER LATERAL TAP INV IN: 433.03 FROM MH-z1 i INV OUT: 432.83 TO MH-1g LOT785EWERLATERALTAP g 440 PROPOSED WATER SERVICE 440 LATERAL CROSSINGS (TYP.) LOT71 SEWER LATERAL TAP 1 0 pvC OT 45 SEWER LATERAL TAP MH-1g PROPOSED ROOF S SpR.26 2,90% ? STA:5+65.52 DRAIN CROSSING o, 87 $2�F OT 76 SEWER LATERAL TAP z a w RIM:43333 / 4 OT 44 SEWER LATERAL TAP 435 INV IN: 4z5.53 FROM MH-20 i 435 ��//�� INV OUT: z TO MH-18 �'7 LOT75 SEWER LATERAL TAP V1 v cn a 4 533 i' vc LOT 43SEWER LATERAL TAP Z o g g PROPOSED GRADE (TYP. , 6Q�IC 9do 8" SIDR 26 2 49% LOT 74 SEWER LATERAL TAP O z w w ORZ�G� 69ogUFC� LOT73SEWER LATERALTAP o N U) 430 PROPOSED ROOF i b g�x�� OT 4z SEWER LATERAL TAP 43p //� w a DRAINCROSSING tit° OT70SEWER LATERAL TAP LOT72SEWERLATERALTAP Val rc LL o y.1 OT 4-1SEWERLATERAL TAP F PROPOSED WATER SERVICE LOT 69 SEWER LATERAL TAP z LATERAL CROSSINGS (TYP.) LOT SEWER LATERAL TAP W o U) 425 OT68SEWERLATERALTAP 425 W MH-18 3'z LOT 67 SEWER LATERAL TAP STA:3+84-32 JC oho 0 T 39 SEWER LATERAL TAP RIM-418.17 6Q ax OT66SEWERLATERALTAP INV IN: 410.37 FROM MH-ig �����' LOT 38 SEWER LATERAL TAP 420 INV OUT: y1o.17 TO MH-17 C9 °�Q ti OT 65 SEWER LATERAL TAP_ 420 LOT 64 SEWER LATERAL TAP N N OT SEWER LATERAL TAP o 0 EXISTING GRADE (TYP.) 3-9� 37 w N N PROPOSED ROOF LOT 63 SEWER LATERAL TAP o o DRAIN CROSSING 4�5 OT36SEWERLATERALTAP 4�5 0 0 PROPOSED WATER SERVICE OT 62 SEWER LATERAL TAP LATERAL CROSSINGS (TYP) 3.0' LOT 35 SEWER LATERAL TAP OT 63. SEWER LATERAL I 410 M H-17 Q�` yl� LOT 6o SEWER LATERAL TAP 410 MH-16 STA:z+yo.54 <lro Co. STA:o+73.i6 RIM:4o6.33 c�O�F LOT 34 SEWER LATERAL TAP RIM:398.67 , i INV IN: 398.7o FROM MH-18 ��� LOT 59 SEWER LATERAL TAP INV IN: 391.37 FROM MH 17 INV OUT: 398.5o TO MH-16 10c INV OUT:391.17TO MH-8 LOT33 SEWER LATERAL TAP CM 405 i OT 58 SEWER LATERAL TAP PROPOSED ROOF 3.7 405 PROPOSED WATER SERVICE DRAIN CROSSING � OT 57 SEWER LATERAL TAP N Z MH-8 J LATERAL CROSSINGS (TYP.) LOT 3z SEWER LATERAL TAP Q� J STA:o+oo.00 i LOT 56 SEWER LATERAL TAP C RIM:� � MH-16 INV IN: 387.0o FROM MH-16 �'4 OT 31 SEWER LATERAL TAP INV IN: 385-45 FROM MH 9 OT 55 SEWER LATERAL TAP 400 � w INV OUT: 385.z5 TO MH-7 OT 30 SEWER LATERAL TAP CD OT54SEWER LATERAL TAP N PROPOSED ROOF z OT 53 SEWER LATERAL TAP N DRAIN CROSSING 395 LOT 5z SEWER LATERAL TAP 395 Q .__I LOT 46 SEWER LATERAL TAP z.1' OT 51 SEWER LATERAL TAP W LOTSoSEWERLATERALTAP LLJ z W III PROPOSED 8" SDR-26 PVC J H J 390 8" WATERLINE, 1@a 63.38 LF 4.36% 390 _� � > CROSSING 5(01? o OT49SEWER LATERAL TAP U) O SCR' 6o3 OT 48 SEWER LATERAL TAP ® Lu $ yIZY 6vF OT y7ISEWER LATERAL TAP � 69� 385 385 0 LLI �>> 06 Z io w 380 380 L/) It O 00 N 00 S 00 lD 0) vt 00 Vl l0 M N S 00 n 00 n � N N 00 M 01 lD m ri S n t0 .t N O V1 N O N 'R .t I� N N It N l0 0) ,i Vl Vl 00 ,ti ,y (vt ,�.� llt ^ 1� rl Ol �,;� ei M m l6 ^ O N M ,o Cn 0 rj 3 r! n mLLJ OIt O O ,y O 'i O ri O 'i ci 'i 'i N N N N N N m IN m 0 M m .t f S m m m d d d d d d S .t I S S d �. .t d I d d d It S d It d � �� VJ O 0+00 o+So 1+00 1+So 2+00 z+So 3+00 3+50 4+00 4+50 5+oo S+50 6+oo 6+5o 7+00 7+So 8+oo 8+50Lu M (n IMH-22-MH-8 Z L J U � w � 0 O Q 0 VERTICAL GRAPHIC SCALE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN O O W 5 0 2.5 5 10 20 AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL N SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, zo8 OR zyg RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR w IN FEET) CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD 1 inch = 5 1t. AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G F "BACKFILLING". 0 w O w HORIZONTAL GRAPHIC SCALE NOTES: JOB NO. 50 0 25 50 100 zoo 1. ALL FILL TO BE PLACED AT 95%COMPACTION. �82� SO z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SCALE ( IN FEET) SANITARY SEWER MUST BE PROVIDED. ]" - 50 ' 1 inch = 50 ft. SHEET NO. 23 46o M H-36A STA:2+45.54 RIM-44z.00 INV IN: 430'53 FROM MH-37 455 INV OUT: 43033 TO MH-36 MH-36 / STA:i+66.71 RIM-43933 INV IN: 428.03 FROM MH-36A 450 INV OUT: 427.83 TO MH-35 MH-35 / STA:0+81.76 / / RIM:437�75 / INV IN: 425.53 FROM MH-36 445 INV OUT: 4z533 TO MH-3o / MH-30 STA:o+oo.00 / RIM:438.92 / INV IN:4z4.87 FROM MH-31 46o <XISTING GRADE (TYP.) M H-37 _ STA:3+33.o6 455 RIM:445-00 INV IN: 433.2o FROM MH-37A INV OUT: 433.00 TO MH-36A M H-37A STA:4+89.59 450 RIM:446.83 INV OUT: 434.83 TO MH-37 )POSED GRADE 445 OT 7q SEWER LATERAL TAP INV IN: 424.87 FROM MH-35 INV OUT: 424.67 TO MH-zgA / LOT 86 SEWER LATERAL TAP 440 PROPOSED WATER SERVICE / PROPOSED 8" LATERAL CROSSINGS (TYP.) WATERLINE / PROPOSED WATER SERVICE PROPOSED DRAIN YARD/ROOF CROSSING PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) 8" DIP OT 99 SEWER LATERAL TAP CROSSING LATERAL CROSSINGS (TYP.) 11 1 LF Qa 1.07% 435 LOT go SEWER LATERAL TAP 15z.5z 435 LOT93SEWER LATERALTAP S�w 'p\P2136% LOT8oSEWERLATERALTAP PROPOSED STORM 71 S3.51- A OT 81 ISEWER LATERAL TAP SEWER CROSSING `F�3010b OT1oo5E 430 PROPOSED YARD/ROOF S 430LATERALTAP 43 DRAIN CROSSING 8„ p\P LOT 134 SEWER LOTSEWER LATERALTAP LATERAL TAP go•94\ F 425 8" DIP 77.76 LF Qa 0.590A LOT 98 SEWER LATERAL TAP LOT io9 SEWER LATERAL TAP 420 LOT 96 SEWER LATERAL TAP LOT 1o8 SEWER LATERAL TAP LOT 95 SEWER LATERAL TAP - LOT 94 SEWER LATERAL 1 4�5 LOT 107 SEWER LA 00 o m 0) 00 N M Ql a m I a m 0+00 0+50 1+00 LOI LOT 128 SI LOT 1z7 SE 445 l4 3 L-LOT 8z SEWER LATERAL TAP LOT 130 SEWER t% OTim SEWER LATERAL TAP LOT 83 SEWER LATERAL TAP OT1ozSEWER LATERAL TAP OT 84 SEWER LATERAL TAP 4�5 ��OOT85SEWER LATERAL TAP T 103 SEWER LATERAL TAP LOT 87 SEWER LATERAL TAP OT104SEWER LATERAL 1 420 OT 88 SEWER LATERAL TAP LOT 8g SEWER LATERAL TAP OT io5 SEWER LATERAL TAP LOT io6 SEWER LATERAL TAP OT93. SEWER LATERAL TAP RALTAP OT 92 SEWER LATERAL TAP 415 M 00 l0 M V1 N O 00 01 .'f 00 O ~O a a a D a? a 1+50 2+00 2+50 3+00 3+50 4+00 4+50 MH-37A - MH-30 PROPOSED GRADE (TYP.)� EXISTING GRADE (TYP.)-\ 435 435 MH-3z / \ STA:1+34.6o / ROPOSED GRADE (TYP) 430 RIM:419.33 430 INV IN: 411.95 FROM MH-33 MH-33 INV OUT: 411.78 TO MH-zg, STA:2+17.50 MH-34 i RIM:423.83 STA:3+47.00 MH-zg v INV IN: 41z.6z FROM MH-34 RIM:425.25 INV OUT: i TO MH- 425 420 ROPOSED STC SEWER CROSS PROPOS 6" WATERLI CROSSI 410 UTILITY DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. TA:o+oo.00 INV OUT: 412.4z TO MH-3z 4 333 33 IM:419.00 A 425 JV IN: 409.53 FROM MH-zgA JV IN: 409.56 FROM MH-32 PROPOSED WATER SERVICE JV OUT: 409.33 TO MH-28 LATERAL CROSSINGS (TYP.) PROPOSED WATER SERVICE LATERAL 420 CROSSINGS (TYP.) LOT 114 SEWER LATERAL TAP OT1165EWERLATERAL TAP 2M zM 65 8" DIP 415 =D 8" DIPo 60% 1z5.50 LF Qa 0.57% OT 117 SEWER LATERAL TAP JE 3 4' 78.go LF Qa JG 37 1,6' + LOT 118 SEWER LATERAL TAP L-LOT 113 SEWER LATERAL TAP ERAL TAP LOT 11z SEWER ATERAL TAP 8" SDR-26 PVC 130.6o LF Qa 1.70% LOT in SEWER LATERAL TAP 405 01 0 m 01 CO M .t N D o6 O V d S S S It 0+00 o+So 1+00 1+50 2+00 2+50 MH-34 - MH-29 MH-31 STA:5+28.79 RIM:443.83 INV OUT: 431.83 TO MH-30445 MH-30 STA:3+34.13 RIM:438.92 INV IN: 424.87 FROM MH-31 INV IN: 424.87 FROM MH-35 440 INV OUT: 4z4.67T0 MH-zgA 440 MH-zgA PROPOSED 12" WA STA: z+z4. g0 RIM:4z8.5o INV IN: 420.2o FROM MH-30 PROPOSED WATER SERVICE 435 INV OUT: 420.00 TO MH-zg LATERAL CROSSINGS (TYP.) 435 GRADE (TYP.) 6.2' `EXISTING PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) % 43 O O\P g` 65 VP l 3. 43 O / \ 66 MH-zg i � STA:1+14-93 / R I M:41g.00 425 INV IN: 409.53 FROM MH-zgA INV IN: 409.56 FROM MH-3z / INV OUT: TO MH-z8 / g'p\Pz5% OTs SEWER LATERAL TAP 35 425 409.33 / 1o523�Y LOT 134 SEWER LATERAL TAP MH-z8 / 420 STA:o+oo.00 / 420 RIM:413.83 OT 133 SEWER LATERAL TAP INV IN: 400.87 FROM MH-zg / INV OUT: 400.67 TO MH-27 OT no SEWEIR LATERAL TAP �p �Q OT 132 SEWER LATERAL TAP �o 415 // 415 410 OT 131 SEWER LATERAL TAP 410 / LOT 130 SEWER LATERAL TAP 129 SEWER LATERAL TAP / 405 405 ;WER LATERAL TAP IWEIR F LATERAL TAP 400 400 OD O Oc NN OOri N'ii NN kD oVM NM OmlD O .W m . w Ir�l 0 ,y O W U7 rN l m N 6 H N M 'i M N M O OD N of H MIt It s M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH-31- MH-28 4+00 4+50 5+00 405 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 410 1 inch = 5 ft. OT119SEWER LATERAL TAP 50 HORIZONTAL GRAPHIC SCALE LOT 115 SEWER LATERAL TAP 405 ( IN FEET ) 1 inch = 50 if. 420 N 0 MH-zIN ItIt N -27 STA:4+66.26 STA:3+6i.63 R I M:413.83 RIM:410.25 INV IN: 400.87 FROM MH-zg INV IN: 399.7o FROM MH-28 INV OUT: 400.67TO MH-27 3+00 3+5o INV OUT: 399.5o TO MH-z6 41 5 LOT 122 SEWER LATERAL TAP MH-26 PROPOSED STORM STA:3+07.57 SEWER CROSSING RIM:4o8.00 410 INV IN: 399.2o FROM MH-27 INV OUT: 399.00 TO MH-25A PROPOSED 4" WATERLINE 200 SCOTT/R. 0b1.LINS'Z Lie. No. 035791,'n pow 09/12/22�4 tiSrONAL EGOS z 0 H uU uj 0 k L � c g L z o � F H Ln N cc U) ¢ _ cc z LL i F uj N N N " w 0 0 N N Q 00 N 00 ON 0 0 1 CROSSING LOT 1z0SEWER LATERAL TAP � in m MH-z5A STA:z+3633 400 RIM:39433 INV IN: 389.67 FROM MH-z6 INV OUT: 379.42 TO MH-25 395 / EXISTING GRADE (TYP. / 3 TERLINE CROSSING / M 390 MH-z5 STA:1+91.38 RIM:377'50 385 INV IN: 373.03 FROM MH-z5A INV OUT: 372.83 TO MH-24A MH-z4A / STA:1+14.90 / RIM:376.00 / 38o INV IN: 366.2o FROM MH-z5 / INV OUT: 366.00 TO MH-24, 375 MH-z4 / STA:0+17.91 / R I M:363.00 INV IN: 356.95 FROM MH-24A WATERTIGHT FRAME INV OUT: 356.75 TO MH-z3 &LID REQUIRED MH-23 ODQ oi* STA:o+oo.00 R I M:36i.00 INV IN: 356.00 FROM MH-z4 EX. INV OUT: 354-76 WATERTIGHT FRAME & LID REQUIRED I 3.5' PROPOSED SWM OU' / oho PIPE'A-11'CROSSING 3 / �aNq 6o Cry. 355 13.gi LF Qa 539% TIE-IN TO EXISTING 18" DIP SANITARY SEWER WITH 350 PROPOSED 6o" DIAMETER DOGHOUSE MANHOLE 0 0 00 0 a D v 00 M M M M M M 0+00 0+50 1+00 1+50 60 \ 405 RLATERAL TAP f� S.8' OT1z85EWi 7 Z / LOT 127 SEWER LATERAL TAP N /1 400 co � J g" DIP LF Qa o.96% OT 1z6 SEWER LATERAL TAP 1oo.63 LOT 125 SEWER LATERAL TAP N uj LOT 1z4 SEWER LATERAL TAP C: Cn H LOT121SEWERILATERALTAP 395 W N N /� V / 1.4' 8" DIP 58A 5o.o6 LF @a o.6o% PROPOSED STORM W i Q In SEWER CROSSING 390 J J Z I� LL J IL OT 123 SEWER LATERAL TAP 18" DIP CO E 0 67.24 LF Qa 13.88% ® W 385 � H O Tkikkkkkkil 60" DIA. INTERNAL DROP ,�7( W MANHOLE REQUIRED Q w 380 2 z U l0 ,__j W Ln W Y � Q 375 U f- 0 z LI J I- CD 370 Lu W J I- H U) 365 � W Im H-28 - MH- 3 � Q 0 36o CD O m C� O N 355 u F- fm 0 cn � m 01 m 0) o 0 0 0 O N O N M m M m S It .t 't 't 't 't 2+00 2+5o 3+00 3+50 4+00 4+50 G w 0 w a v=i JOB NO. 350 182150 SCALE 111 _ 501 SHEET NO. 24 DRAINAGE DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE zs AND 26, PER VDOT ROAD VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 STR:24B VDOT STD. MH TP=44o.67 N J m m C' m N `N O 0 0 N 1n "t F HIIURDANCE Wi I H STANDARD S I -1 AS rUUIVU IIV AND BRIDGE SPECIFICATIONS SECTION oz.o a zG ( IN FEET) INV IN: oo TO z6 O `^ f. " `^ 3 3O 435. p rn M > N a THE zoo8 ROAD AND BRIDGE STANDARDS. "BACKFILLING". 1 inch = 50 ft. INV OUT: 433 67T0 zy > mr - NSF m 445 STR:z4 VDOT STD. MH i� z 0 It O 445 TP=440-58 u~i H z z z INV IN: 433.25TO 24B INV OUT: 431.58 TO zz STR:zz VDOT STD. DI-3B (L=6') 44o co 1 74 TP=437.67 / 440 m INV IN: 431.17 TO zy PROPOSED / ^' m m INV OUT: 4z5.4z TO zo 8" WATERLINE PROPOSED o N N No CROSSING / 1.2' 1z" WATERLINE o O O F 15' CROSSING n F F o 435 o N � m >��� 435 / 15" RCP 0 N � z z O 11 / 39.69 LF Qa 1.00% L z z z 7/35.oi 15" RCP 35J3 C� LF 1.18%430 430 m / P `� 1 PROPOSED GRADE (TYP.) / LF Qa 1.20% 00 N OF / 30" RCP o / 38.7z LF Qa 1.o6% 425 0 > m 425 3 (- ) STR:I8VDOT STD. DITP-y18.33 „ _ m ar W p " RCP 30„ LF @ 1.33 % INV IN: 409.5o TO 186 a z �5o.z4 INV OUT: 4o6.5o TO 16 F a > > F z z PROPOSED 420 0 6" WATERLINE CROSSINGS 420 � 0 m N � H 0 kDo t i 415 F O O v ^ F F N / 415 N M Q N m o m EXISTING GRADE (TYP.) \ 3p" RCP a a� PROPOSED \ 284.77 LF 1.3z°h O r! a? z O 12" WATERLINE / F z z z - - -' CROSSING \ 410 - - - 410 STR:1zB VDOT STD. DI-3C (L=8') TP=39133 73o" IN: 385.58TO 14 / RCP [INV INV IN: 387.25 TO YD-1 i 39.67 LF Qa 1.z6% 405 INV OUT: 383.00TOlz 405 CP 3 �F STR:lz VDOT STD. DI-36 (L=1o') STR:14 VDOT STD. DI-3B (L=1o') z43.67 1,z6% TP=391 25 TP=395.25 INV IN: 382.68 TO lzB 400 INV OUT: 38z.58 T01o6 INV IN: 390.25 TO 16 - - 400 - INV IN: 387.83 TO 14B INV OUT: 386.00 TO 12B STR:1oB VDOT STD. MH i' TP=388.67 INV IN: 38z.33TO1z � INV OUT: 377.25 TO lo' 395 395 0 / p m 00 / 10 mmommIm- 390 / C) 3p" RCP 390 161.9z LF Qa 1.24 % oa� N �D M /V N o �; ^'� PROPOSED - M z 0 8" WATERLINE 385 i ' 00 >> v~i z z CROSSING 13' 385 / m m p o 00 0 3o" RCP 00 37.14LFQa 1.13% 3 8o / / STR:6B VDOT STD. MH--0 F F F N L M O M ^ ^' 1 0' 30" RCP 3 80 TP= 00 > n m mH 32.79 LF Qa o.98% INV IN: 364.00T08 °J m--0 30" RCP / INV OUT: 6o. o TO 6 3 5 W as > > > F z z z 26.61 LF @a 0.94% 375 3o" RCP 375 76.23 LF @ l.o 9% r.nr.rrr r n worn nv A r I SEWER CROSSING R' ST - 6 B+ S W M B STIR VDOT STD. MH � 370 TP=365.00 INV IN: 359'42 TO 6B 370 INV IN: 362.00 TO YD-6 INV OUT: 357.00 TO 30' RCP 365 90.21 LF @ 365 PROPOSED VDOT STD, EW-1 t36" RCP 360 18.75 LF Qa 1.33% 360 _ INV. 0UT=356.17TO LF 20% SWM BASIN'B' I6"RCP 8g.73 36" RCP 355 46.41 LF Qa 1.79% 55 N N H !m O 0 N N Ol M 0) H .t O O 00 O 00 't M O N `"� rl H 00 00 0 ul I, 0 00 rl TO,Vl M .} N N 00 � t(1 N O O) N 0) 00 I� n N m O N Ol O H 0) lD tD N N 00 N It O 1� lD lD O .t lD 00 N ~ N ~ 't n O O ci N N .t l(1 ~ n Ol O 0� rl 3 M V1 �p M O M 1� O O N 00 1� 00 01 N O I� M O I� O M ~ H N Ih M, 00 M 00 m M 0 00 m M CO M Ol m M Ol °� M O7 °m M O m O m O m •t O O .} ri N S S 'i f f rl S S rl S N I 3 'i It It rl It S N f 1't rl .t rl S S 'i d .t N 4 S't M .t N d It M 1 .t d S ,^ 't It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5o 6+oo 6+50 7+00 7+So 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+5o 12+00 12+5o 13+00 13+50 14+00 14+50 SCOTT/R. CbLLINS'Z Lie. No. 035791,'n p 09/12/22 Ari N N N fV w CD 0 N N � o m o+ 0 0 L ti z� C� N N C:) W CD N (N W> W J J_ > ® W 0 U W' W ul U) z Lu Lu U) JQ O 0C:) N u 0 co J Ha 0 0 co JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 25 DRAINAGE DESIGN APPROVED UNDER SU62021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. NOTES: I. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". STR:8 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF iz' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 00 J74 Ca _ N 0 ~ MO J LA O n M 400 M d, N 400 0, c) STR:32 VDOT STD. DI-3B (L=6') p 0 Z TP=395 50 00 m m - 0 INV IN' 384.85 TO 32B Ln Fzz INV IN;389.17TO34 0 0 OUT: 384-75 TO 30 > m °n 395 � Z) 395 PROPOSED � m GRADE (TYP.) L z PROPOSED / " WATERLINE 390 / CROSSING 390 43' � PROPOSED / 4" WATERLINE / \ CROSSING 1.1' 385 / 15" RCP 385 r2,4" 146.31 LF Qa 0.500/0 RCP \ 380 32.91 LF Qa 1.2806 38o \ z4" RCP EXISTING GRADE (TYP.)-/ 37.8z LF Qa 1.3z% \ \ 375 375 TIE-IN TO UNDERGROUND DETENTION FACILITY'B' INV.=379.25 370 370 O N ID m n N 00 �, co 0 °m ~ H M M a, C0 N m coM N F M n� 0+00 0+50 1+00 1+50 2+00 STR-32B - SWM 'B' LAM =9 me fEXISTING GRADE (TYP.) 385 \ 385 N I J 380 m 0 38o _ 0 0 VDOT STD. DI-313 (L=8') TP=37233 INV IN: 367.33 TO io 0 m INV IN: 365.00TO8B > mF INV OUT: 364.25 TO 6B 0m0 375 im O F z 370 370 PROPOSED --- GRADE (TYP.) ILI pROPOSED - z" WATERLINE 1.0' [� CROSSING 365 365 15" RCP 39-72 LF @a o.83% 360 36o m c W M N ry, m 0+00 0+50 STR-8B - STR-8 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 fL HORIZONTAL GRAPHIC SCALE 40S J 405 50 0 25 50 100 rp EXISTING GRADE (TYP. 0 F ( IN FEET ) H m I inch = 50 ft. STR:14 VDOT STD. DI-3B (L=1o') 0 m 9, 400 TP=395.25 1 > m INV IN: 390.25 TO 16 m ,j, INV IN: 387.83 TO 14B N 0) INV OUT: 386.00TO 12B a > ,,, F z I395 _ 1 395 PROPOSED OPOSED GRADE (TYP.) z" WATERLINE CROSSING 39° 390 r. 15" RCP 39.68 LF @a 1.26% 385 ME O l y, O 0) It M 0+00 0+50 STR-14B - STR-14 STR:44 VDOT STD. DI-313 (L=14') TP=4z3.67 0 rINV IN: 417.00 TO 44B INV OUT: 415.5o TO 42 m m p STR:44B VDOT STD. DI-_: p 3o TP=424.00 L °o INV OUT:417-So TO44 425 0 J 0 _� > m H > m 425 m o m 0m aF CO 't ? O PROPOSED a0 H a » PROPOSED WATER 4" WATERLINE 0 O O F Ln F z SERVICE CROSSINGS CROSSING o 00 4zo F- O_o 0 0 0 o I,kD't 0 0 11 420 J 1.1' m m O t0+'1 't 0 It m oO w ° >>> Lf) z z z 15" RCP 4�5 0 Ln o � 0 � m 1.1' 33.21 LF @a 1.51% 415 o.6' m > °Mo 0 PROPOSED SANITARY SEWER mm o Z O _ SERVICE LATERAL CROSSING o � PROPOSED - O PROPOSED WATER 1.4rPROPOSED oGRADE (TYP.)F- a_ z zSERVICE CROSSINGS PROPOSED 6" WATERLINE CROSSI410 4 10 Om o , / 1S" RCP �o w "' m m `'`' EXISTING - _100.59 LF z.81/° °MO> m mF p o o GRADE(TYP.) 00�.ZZO/405 _ - - 1z, ~ii z 1 SANITARY SEWER 0 M mOF opt a- z / i O m N m > CO mF --- m�zzD J SERVICE LATERAL CROSSINGS 405 o 1.1 �5„RCP ~O Ln N I 101.08 LF Qa 3.96% o L) F a > > „rzzz > m mH - _ PROPOSED WATER 400 n �� z z o / z.9' SERVICE CROSSINGS 00 F-a»> ,n z z z I I 1 6, 15" RCP / 97.2o LF @a 3.00% / RCP PROPOSED WATER 395 PROPOSED i5 1.49°7o SERVICE CROSSINGS 395 6" WATERLINE 134.39UF CROSSING 1 z' 39° 39° 15" RCP 54-41 LF @a 2.76% PROPOSED SANITARY 385 SEWER CROSSING 385 z4" RCP 75.13 LF Qa 1.33% 38o 380 'i O co LO ',DO I� o OD 1� 'r c1 M N I� •'I O °0 l0 O n M 0) d M m N w Q1 00 l0 m 'i 0) o O O m u, 00 m ^ ci O W N O cl l0 O 4 w O n O i) 00 O N O .I + O c l ^ ci .� 01 m H m 0) m 0) m It 0) m .t O 't .t O S It O It d O � 1 H 3. S H � d H �. It H It S N It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STR-44B - STR-32 5+00 5+50 6+oo B (L=16') TIE-IN TO STRU WITH THE PHASE ROAD PI STR:16 VDOT STD. DI-3B (L=io') XISTING GRADE (TYP.) TP=408.42 INV IN: 403.42 TO 18 STR:16B VDOT STD. DI-313 (L=io') INV IN: 400.83 TO 16B TP=4o8.42 INV OUT: 39z.z5TO14 �INV OUT: 401.33TO16 20 410 r 410 zoo 375 PROPOSED n 12" WATERLINE CROSSING 405 405 ROPOSED Ti GRADE (TYP. 1. z' 400 400 15" RCP 39.7o LF Qa 1.26% 395 395 390 390 M O a m O a 00 o a 0+00 0+50 STR-16B - STR-16 375 EXISTING GRADE (TYP. \ - / 370 / 370 0 0 J 00 m m m 365 oo m j rp m w o °'to 0 OF ~ 365 / m 0 m / 0 0 Ln m � ~O O 0 � 0 mw / 0 '! 0 �m 360 Ln w0 0 0 0 / io +I- mmH m ~ '� �Z �mo m_O� u 36o > o si PROPOSED � a>> G H z nF - Lu ^0,Cot GRADE(TYPJ 00 m v) Is m mm?O 355 W d Z > > � P - z z F- X>XX V) w ? w w 355 PROPOSED z" WATERLINE PROPOSED 12 CROSSING 12" WATERLINE 35o CROSSING 350 =TUREPROPOSED z POLO GROUNDS RLP s5 $''% -IS" RCP AN (SUB-2017-117) �� 111 gS�F 40.z4 LF Qa o.57% 345 345 .t ^ In d CO 0 M m m �o M m 1O, m m m +00 oSTR-4eBe- EX-STR-B8 STR:20 VDOT STD. DI-313 (L=8') TP=4z8.4z INV IN: 421.00 TO zoB INV IN: 423.42 TO zz INV OUT: 417.o8 TO 18B 430 STR:zoB VDOT STD. DI-313 (L=12') rTP=4z8.67 INV OUT: 421.42 TO 20 I 430 EXISTING GRADE (TY 'ROPOSED GRADE (TYP.) 425 425 PROPOSED z" WATERLINE CROSSING 420 420 / 15" RCP Ll 39.96 LF Qa 1.o5% 415 415 n It S �C6 �} N 0+00 0+50 STR-2oB - STR-20 P.) SCOTT/R. CbLLINS'Z Lie. No. 0357911'n p 09/12/22 Ari J Q 0 a m v U^ Z Lr) uj z g O z d o U) w � z W ce N N N " Lu O O N N Q 00 N 00al 0 0 L9 z L9 z ul z Cn ti M Cn N N C:) N ON Lu J U) Lu Q U i Lu Lu Lu U) Lu C:) C:) N LL Lu F_ V H� U- 1 rl 06 0 co J Ha 2 0 ,0 cl/ M W Lu J H G � 0 w 2 d !n JOB NO. 182150 SCALE 111 = SOI SHEET NO 26 STR:So V IN STR:46' IN 430 STR:48 V I6 410 i i ��-EXISTING GRADE (TYP.) / 415 415 STR:486 VDOT STD. DI-36 (L TP=4o6.00 DOT STD. DI-36 (L=1o') INV IN: 402.00 TO YD-3 TP=405-50 INV OUT: 399.00 TO 48 V IN: 401.75TO ROOFz 410 INV IN: 398.67 TO 48B INV IN: 400.o8 TO 5o INV OUT: 395.5o TO 46 405 405 PROPOSED ROPOSED GRADE (TYP.) 8" WATERLINE CROSSING Opp l.o' 400 t15-CP 33.58 LF Qa o.98% 395 395 ~ 0 O It 0+00 0+50 STR-48B - STR-48 410 rEXISTING GRADE (TYP.) i ✓DOT STD. DI-313 (L=8') 405 TP=398-75 INV IN: 391.75 TO 46B STR:46B VDOT STD. DI-3C (L V IN: 39433 TO ROOF1 TP=398-75 INV IN: 392.25 TO 48 INV IN: 394.00 TO YD-z INV OUT: 390.4z TO 34 INV OUT: 392. o8 TO 46 400 400 PROPOSED GRADE (TYP.) 395 395 PROPOSED 1.0' 8" WATERLINE CROSSING 390 390 15" RCP 32.7o LF i.ol% 385 385 0 a 0 � o+o0 0+50 STR-46B - STR-46 430 EXISTING GRADE (TYP.) DOT STD. DI-313 (L=1o') TP=417.83 425 V IN: 414.00 TO ROOF4 / INV IN: 411.58 TO 52 / STR:50B VDOT STD. DI-313 (L INVIN:410.83TO5oB TP=417,83 INV OUT: 403.58 TO 48 INV IN: 413.83 TO ROOFS INV OUT: 411.25 TO 50 420 420 PROPOSED GRADE (TYP.) 415 415 PROPOSED 8" WATERLINE 1.0' CROSSING 410 410 15" RCP 32.67 LF Qa 1.29% 405 405 � N rl N a ^ i �. 0+00 0+50 STR-5oB - STR-50 420 415 =12') 410 PROPOSED SERVICE CRC 405 400 395 =6') VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) =1o') 1 inch = 5 It. HORIZONTAL GRAPHIC SCALE 50 n 25 50 100 200 ( IN FEET ) 1 inch = 50 1L. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF lz' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-3.AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. STR:40 VDOT STD. DI-36 (L=1o') ROPOSED GRADE (TYP.) TP=413.00 INV IN: 407.00 TO 42 STR:4oB VDOT STD. DI-3B (L=12') INV IN: 4o6.o8 TO 4oB TP=413.17 INV OUT: 404.67 TO 38 INV OUT: 4o6.58 TO 40 415 415 0 J u m kD 0 N ww0 00 0 F 0 0 o ��°o O -0, O N o a 0^ 0 It 0 rry z z0 m N F It 1„Fzzz d>>> a F-0-z II> 15" RCP 61.oi LF @a 1.23% \1 EXISTING GRADE (TYP 0 0 0 0 0+00 0+50 STR-6oB - STR-6o / 410 / 410 XISTING GRADE (TYP.) PROPOSED lz' 6" WATERLINE CROSSING 405 405 15" RCP 32.96 LF Qa 1.53-% 400 400 m � m 0 0 00 0 STR-4oB - STR-40 420 415 410 (TYP., 405 400 395 STR:36 VDOT STD. DI-36 (L=1o') TP=400.67 INV IN: 39533 TO 38 INV IN: 394.00TO36B INV OUT:39z.5oT034 / 400 PROPOSED 6" WATERLINE 395 (CROSSING 390 445 TP=397 INV IN: 389.75 TO INV IN: 391.00 TO INV OUT: 390.17 TO STING GRADE (TYP.) 410 STR:36B VDOT STD. DI-36 TP=4o1.00 INV OUT: 394.25 TO 36 1 1 405 GRADE (TYP.) 395 15" RCP 33.13 LF Qa 0.75% 0 G 0 a STRo+eo e+50 -36B - STR-36 390 Ia:zz.J 425 2=9 0+50 41� PROPOSED WATE SERVICE CROSSIN 410 405 1+00 1+SO 2+00 rEXISTING GRADE (TYP.) STR:54 VDOT STD. DI-313 (L=12') STR:546 VDOT STD. DI-313 (L=12') TP=44o.9z INV IN: 435.83 TO ROOF9 INV OUT: 434.17TO 54 RAIN GE D SIGN APPROVED UNDER SUB2 21-0 026 R00 HILL LOCK SHEET PROVIDED 16/17 ROAD PLAN . PLAN FM PLANS WITH THIS SITE NFOR ATIONAL PURPOSES ON Y. 2+50 3+00 3+50 4+00 4+So STR-54B - STR-34 440 J u STR:64B VDOT STD. DI-313 (L=14') "' N TP=418.42 o w � 0 INV IN: 411.35 TO 64D 4�5 F O O o INV OUT: 411.25 TO 64 in 0 F F i � � o STR:64D VDOT STD. DI-3B (L=12') o N ° N, a TP=418.42 �j INVOUT: 411.67TO 64B �zz0 'a' > > > Fzzz 4zo 6" WATERLINE PROPOSED 1 CROSSING GRADE (TYP.) 4 5 15" RCP 32.7o LF Qa o.98% 15" RCP 46.14 LF Qa i.o8% O) rv° ^ 0 N y N W 0+00 0+50 1+00 STR-64D - STR-64 410 STR:S2 V IN I% 5+00 440 B (L=1z') STR:S2B VDOT STD. DI 3 EXISTING GRADE (TYP.) TP=430.00 INV IN: 426.00 TO ROOF? INV OUT: 423.00 TO 52 DOT STD. DI-3B (L=1o') 435 TP=4z9-75 V IN: 425.83 TO ROOFS INV IN: 423.00 TO 54 INV IN: 422.67TO 52B INV OUT: 415.83 TO 50 430 430 OPOSED 20POSED GRADE (TWATERLINE OSSING 425 425 W77 420 Qa l.00% 420 415 415 0) N O1 N 0+00 0+50 STR-52B - STR-52 5+50 6+oo 25 6+50 7+00 42 STR:62 VDOT STD. DI-3B (L=8') TP=414.58 420 INV IN: 4o8.17TO64 420 INV IN: 407.67 TO 62B INV OUT: 407.5o TO 6o STR:6z6 VDOT STD.DI-3B (L= TP=414.So 415 INV OUT: 4o8.00 TO 62 PROPOSED 6" WATERLINE ROP SED GRADE (TYP.) CROSSING 410 420 405 15" RCP 32.69 LF Qa i.m% 405 0+00 0+5o STR-62B - STR-62 SCOTT/R. MLLINS'Z Lie. No. 035791,'n p 09/12/22 �A J U` Q (n z w o � a m � u 1A Q 1n z z o g g o w V N 1n J W J Q �[ Q Z z � LL 0 F 1n z 0 U) W N N N fV W O O N N Q W N 00 m 0 0 0 0 Vl Z O H U) \H W ti Z� Cn N Q C) LL N �'i"i CD W Cn N U) W � Q J z Ln J ~ W J LL z > L O® W L9 '-j 0. 0 W z U W W , W U p Ln 5 O W m W J 12') J � Ha U w 0 mmi O J Q O C� 0� CID N U W J F w w _ a 1n JOB NO. 182150 SCALE 1�� = 50� SHEET NO. 27 EXISTING GRADE (TYP.) 455 455 / N , / d m M Om 450 0 / d o _° 0 V) pH �� 450 d m 00 u STR:78 VDOT STD. DI-313 (L=3.2') � Op ^ m 0 W N 0 o m ° TP=440-42 m o aH p O o D� 00 0 INV IN: 435-42 TO ROOF12 00 a Z� 445 vi Co 0 0 _� _O p p o INV IN: 43335 TO 78B 0o _O N INV OUT: 43325TO76 ° v~Hzz -- 445 10 ID > iD p of 0 a �F N N M M . O M 7 > d �t H Zp �Z �D / �? ? F a > > > !- ? O PROPOSED 440 �„ F Z z z/ v r z z z z GRADE (TYP.) /I 440 PROPOSED / 8" WATERLINE CROSSING / PROPOSED WATER 435 SERVICE CROSSINGS �'9 1.6 11' 435 PROPOSED 13' 8" WATERLINE 1 2' CROSSING 2,5' 430 2.8' 146 i3�F C 2•07% 32.8o LF Qa 1.22% 430 425 425 18" RCP 5333 LF C 0.94% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 420 420 ri I� ^ O 0 M m .} r9 -. �.. nc M ID 0 0+00 0+50 1+00 1+50 2+00 2+So STR-78B - STR-70 00 J EXISTING GRADE (TYP. in H 445 0 0 STR:76 VDOT STD. DI-3C (L=8') o Ln p O TP=436.67 4- F- 00 NOTES: INV IN: 42g.6oTO76B Op � m 1. ALL FILL TO BE PLACED AT 95% COMPACTION. INV IN: 431.67 TO YD-4 > 'o m 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. INV IN: 430.25 TO 78 M - 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM INV OUT: 429.50 TO 7o F a - O SEWER & W/L AND 1.S' OF SEPARATION BETWEEN W/L & Ln r z z SANITARY SEWER MUST BE PROVIDED. I NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 435 PROPOSED 8" WATERLINE CROSSING PROPOSED GRADE 430 425 15" RCP 33.S8 LF Qa l.lg% 0 It It It STR o76B - STR-76 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 It, 2C 445 440 435 430 425 0 N ° 2 i J m v co ^ 'p ^ m°N°^ F c^i Q to F O N m l~/1F- O r 0+00 o+So 1+00 1+So 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 8+50 9+00 STR-74B - UNDERGROUND DETENTION FACILITY'A' DRAINAGE DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. SCOTT/R. CbLLINS'Z Lie. No. 035791,'n p 09/12/22 Ari J 0 U) a m Vl � � ZvLr) �^ U, z O z g z w o U) w � z W ce N N ("I " UJ O O N N 00 r1j � O � 00 T O O L9 z w w z l7 Z w ul z J J 0 u ti N i N C:) C) N (N LLJ J J U) Lu I- 0 U i Lu Lu Lu U) Lu ry Q (D C] C] N U 0 m J Ha 2 0 0 0� co In LLJ LL ry Lu Lu G 0 V) Lu J F- G w a Lu JOB NO. 182150 SCALE ill _501 SHEET NO. 20 Structure Area (Acres) Cw to (Min.) 4 0.29 0.50 6.0 4B 0.23 0.60 6.0 8 0.09 0.60 5.0 8B 0.19 0.70 5.0 10 0.11 0.70 5.0 12 0.27 0.75 6.0 12B 0.30 0.60 6.0 14 0.16 0.60 6.0 14B 0.11 0.70 5.0 16 0.23 0.60 6.0 16B 0.16 0.70 5.0 18 0.44 0.50 7.0 18B 0.21 0.70 6.0 20 0.10 0.70 5.0 20B 0.27 0.60 6.0 22 0.06 0.80 5.0 24 7.80 0.60 12.0 24B 0.15 0.75 5.0 26 0.23 0.65 6.0 26B 0.29 0.60 6.0 30 0.11 0.75 6.0 32 0.04 0.75 5.0 32B 0.59 0.70 6.0 36 0.20 0.75 6.0 36B 0.20 0.55 6.0 38 0.12 0.75 6.0 40 0.16 0.75 6.0 40B 0.29 0.75 6.0 42 0.18 0.75 6.0 44 0.34 0.75 6.0 44B 0.50 0.70 6.0 46 0.20 0.75 6.0 46B 0.14 0.75 5.0 48 0.16 0.75 6.0 48B 0.16 0.75 6.0 50 0.16 0.75 6.0 50B 0.17 0.75 6.0 52 0.15 0.75 6.0 52B 0.20 0.75 6.0 54 0.29 0.75 6.0 54B 0.26 0.75 6.0 60B 0.58 0.70 6.0 62 0.14 0.75 6.0 62B 0.33 0.75 6.0 64 0.17 0.75 6.0 64B 0.45 0.70 7.0 64D 0.36 0.70 7.0 66 0.07 0.75 5.0 68 0.07 0.75 5.0 68B 0.11 0.75 6.0 70 0.16 0.75 6.0 72 0.25 0.75 6.0 72B 0.45 0.75 7.0 74 0.29 0.60 6.0 74B 0.16 0.70 6.0 76 0.35 0.75 6.0 76B 0.16 0.75 6.0 78 0.22 0.75 6.0 78B 0.19 0.75 6.0 YD-1 0.12 0.60 6.0 YD-lA 0.13 0.60 6.0 YD-1B 0.09 0.60 6.0 YD-1C 0.08 0.60 6.0 YD-ID 0.12 0.60 6.0 YD-lE 0.11 0.60 6.0 YD-1F 0.07 0.60 6.0 YD-1G 0.08 0.50 6.0 YD-1H 0.08 0.60 6.0 YD-1I 0.07 0.60 6.0 YD-1J 0.08 0.50 6.0 YD-1 K 0.07 0.60 6.0 YD-1L 0.07 0.60 6.0 YD-2 0.47 0.30 10.0 YD-3A 0.22 0.50 6.0 YD-3B 0.27 0.50 6.0 YD-3C 0.22 0.50 6.0 YD-3D 0.11 0.60 6.0 YD-3E 0.25 0.50 6.0 YD-3F 0.34 0.40 7.0 YD-4C 0.12 0.60 6.0 YD-4D 0.10 0.60 6.0 YD-4E 0.13 0.50 6.0 YD-4F 0.09 0.60 6.0 YD-4G 0.11 0.50 6.0 YD-5 0.10 0.60 6.0 YD-5D 0.12 0.50 6.0 YD-5E 0.42 0.45 7.0 YD-5F 0.07 0.60 6.0 YD-5G 0.19 0.50 6.0 YD-5H 0.17 0.50 6.0 YD-6A 0.14 0.50 6.0 YD-6B 0.35 0.50 6.0 ROOF 1 0.06 0.90 5.0 ROOF2 0.05 0.90 5.0 ROOF3 0.09 0.90 5.0 ROOF4 0.05 0.90 5.0 ROOF5 0.09 0.90 5.0 ROOF6 0.05 0.90 5.0 ROOF7 0.09 0.90 5.0 ROOF8 0.07 0.90 5.0 ROOF9 0.09 0.90 5.0 R00F10 0.06 0.90 5.0 ROOF11 0.09 0.90 5.0 ROOF12 0.11 0.90 5.0 ROOF13 0.18 0.90 5.0 ROOF14 0.02 0.90 5.0 ROOF15 0.03 0.90 5.0 �-I STR. NO. /\1i / STR- 2 SIZED TO ACCOMMODATE L Y0.1K \. \ ;:;:.:;: ' - - - - - - FUTURE BLOCK 18 DRAINAGEYD YID / %�' % _,_� _' �°' /,.ter • r . ii. .� �. ` 2 / / ��--'V� VA / r \\ \ \ \ \ • \ \\ \ \'\1 I � - '/. -. .1.�.. . = .t t I � 6 z 6 l F�\ 768 � _ " ROPOSED DRAINAGE DIVIDE TYPJ- � - - - � r YD-1 04 I '. \ O 1:. \ r. •IIL•�` �,e ! 6oB /,, 6z a, \ OO .I A�' 1 •(F�. �� -'� -I� �. 64 1 I .� I A r11 = 4. - zc< / / �,ce ,mom ar'� vl I � o \ �1 �1 1� �- I ♦ ( I I 'r/} \ . A, - \ om. � � � / / � / Yo-z `{' T SWIM 4. y-57ROOFzo 11 1 FACILITY I I YD3E 'A' YD \ �® YD-3C \ OO YD3A /ems /�� o YID-3 VDrG �j,l/ � YD-4F I �/1//•��� // PROPOSED DRAINAGE E (TYP.) 1 "- vD 11 ^_ K$ DIVIDE / \ \ ' �I� i 0( Ij¢/�[[ /I(///////� j ♦��r �-- ,' �. I•r �/ z68 //�l'f11 � A - A vim- - ���-�� �///�V� �' I/ �// / 1111111(I� �J �:\ /, ♦ / � /` � `.' YD-iK \ ® /�/// // / 24B STR-24SIZED TO ACCOMMODATE- / / / / / - vorc �J V�l/� FUTURE -�� .4/ � s � r j' r zz \ - - � �� � / / � /// / vD4A • r �; --- / ///, �,, Oo I �'.:. / / ROOF / , hlL, / i�I 1 r / 546 iVi ROOF8 ri �I Oo YD5E voaD I ' / 44 / �' a / ♦ , r / I \\ \ \ _ _ i �j/ // /i YD5C Fq i r I �i 4y6 ♦ . �� r - r /•� 1 i/%i // l Z-� Y0.513 Ile- YD-5A YID-5/O / z ♦' ROOFS , P/, y it / --�- -/�1 / .� OO - ' voSF I � r a_ I 1 I� r _ ' � YD I � SH I YD6A co V 1/ 110 YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION IIA. in.) LENGTH* (g) SLOPE (h) INVERT IN INVERT OUT MATERIAL INLET NPE RIM ELEVATION \ 12in Yard Inlet 451.00 \ 12 67.75 3.32% 448.00 445.75 HOPE 12in Yard Inlet 449.75 r 12 81.50 4.60% 445.75 442.00 HOPE 12in Yard Inlet 446.00 / 12 58.50 5.130/6 442.00 439.00 HOPE 12in Yard Inlet 443.00 12 67.75 5.17% 439.00 435.50 HOPE 12in Yard Inlet 439.50 12 117.00 4.700% 435.50 430.00 HOPE 12in Yard Inlet 434.00 - 12 73.25 7.74% 430.00 424.33 HOPE 12in Van, Inlet 428.33 12 72.50 7.35% 424.33 419.00 HOPE - 12in Yard Inlet 423.00 _ 12 63.00 6.35% 1 419.00 415.00 HOPE 12in Yard Inlet 419.00 12 76.75 9.12% 415.00 408.00 HOPE - 12in Yard Inlet 412.00 12 70.33 6.04% 408.00 403.75 HOPE 12in Yard Inlet 407.75 - 12 78.75 6.87% 403.75 398.50 HDPE 12in Yard Inlet 402.50 _ 12 84.75 5.31% 398.50 394.00 HOPE 1-i. Yard Inlet 399.00 12 53.25 12.68% 394.00 387.25 HOPE 18in Yard Inlet 398.25 12 16.33 1.53% 39425 394.00 HDPE 18in Yard Inlet 430.00 12 85.50 1 3.51% 1 427.00 1 424.00 HOPE 12in Yard inlet 428.00 12 70.50 5.67°k 424.00 420.00 HOPE � 12in Yard Inlet 424.00 i- 12 78.00 10.26% 420.00 412.00 HDPE \ 12in Yard Inlet 1 449.00 12 1 88.50 1 4.52% 1 445.00 1441.00 1 HOPE 12 1 47.75 1 2.72% 1 436.33 1435.00 1 HOPE 12in Cleanout 440.00 12 13.75 7.27% 435.00 434.00 HOPE 12in Cleanoul 440.00 12 1 1950. 11,95% 1 434.00 1 43L67 1 HOPE 12in Cleanout 424.00 12 63.50 3.28% 418.83 416.75 HDPE 12in Cleanoul 422.00 12 1 45.00 1 1.11% 1 416.75 1416.25 1 HOPE 12 1 8.33 1 2.04% 1 419.00 1418.83 1 HOPE n YD6B (" I 36 YD iA �- /' / �� A v v� v AA) \ //r 1z zs.00 7.14% 362.00 373.00 DRAINAGE DESCRIPTIONS \\ PIPE INFORMATION INLET INFORMAT STIR. NO. DIA. LENGTH" SLOPE INVERT INVERT Curb SLO o / B° ♦ / / /// //i/ / ///ii/ / ; (in.) (ft. MATERIAL INLET TYPE e LEND (%) IN OUT Type /�// / ////. i / // / ��/ /// j / j j' S / r 4B DI 36 CG-6 10 4A 15 40.24 0.57°h 350.33 350.10 RCP RAPHIC SCALE ','', 4 3 15 117.35 3.83% 350.00 345.50 RCP °o° go ♦ ♦ !, zz s4B i / / / /� , 26A 15 39.69 1.00 /° 435.92 435.52 RCP r♦� ,.. P ////' 1 inchI'N�E00 ft\ �r /// /// 26 ° �(✓. / / ' 25 15 35.73 1.18 /0 435.42 435.00 RCP 246 f I L• / / / ' ' r 24A 15 35.01 1.20% 433.67 433.25 RCP 24 , ` 23 30 35.72 1 06 ° 431.55 431.17 1 RCP ` � YD-6A- i i r i / /i _ r �: i ri ///// l// �� 22 ° \ ,;,; j I •, E/ 8B % ,////////� /�/// //// /��/ /l/ l //// �� i � �� � 21 30 150.24 1.33 /° 425.42 423.42 RCP 20 19 30 284.77 1.32% 417.08 413.33 RCP 18B SWIM 18A 30 39.67 1.26% 410.00 409.50 RCP _ FACILITY �,f / / / / / / �� /// / ' ////// 18 (f l l / // � / / //r i / ` 17 30 243.67 t/0 26 406.50 403.42 RCP is // 15 30 161.92 1.24/392.25 390.25 RCP B 14 \ I / 1 r, `(I �L ,�•,.,-... \\\\I� / /'//� / I:, :�.;.�� //lI /11 /Ill (I �11" \ \ \\\\\ \\ � \ %rj j//j//��. 13 30 37.14 1.13% 386.00 385.58 RCP / 2( d soAi.1�Q /-'� w��\ 12B ----P�LROUNDS ROA -. I -- / �r'/:I I \ I1\\ \ \ \ \ \\ \\ \ \\ \ \\ \I \v� 12A 30 32.79 0.98 /0 383.00 382.68 RCP 1/////// o l 1 /) / / 12 J I 1 I 11 30 26.61 0.94 h 382.58 382.33 RCP II/II II I II III \\\ \ \ \\\\ \ \\ `\ _ / "I 6"IIIIII '\\Y \ /✓///// 10B I I 1 \ \ \ \ 1 \ \ \\\\\ \ \ \ \\ \ \ \ - - - - / / /� // //� �j� \ \ \ ////: 10A 30 76.23 1.09% 377.25 376.42 RCP //l' 10 9 30 90.21 1.11% 368.33 367.33 RCP //0 / / ll /Cll // /II 7 36 18.75 1.3370 364.25 364.00 RCP // (( IIIIII I 6B 6A 36 89.73 1.20% 360.50 359.42 RCP 6 5 36 46.41 1.79% 357.00 356.17 RCP b 'k- 39.72 0.83% 365.33 365.00 RCP i 12in Yard Inlet 420.00 12in Yard Inlet 422.00 12in Vard Inlet 424.17 18in Yard Inlet 385.00 HOPE RIM COMMENTS :NATION DI-3B I CG-6 1 10 1 357.33 1 VDOTSTD. IS-1 REQ'D DI-3B CG-6 12 442.92 VDOT STD. IS-1 REQ'D MH I CG-6 I - 1 440.67 1 VDOTSTD. IS-1 REQ'D DI-3B I CG-6 I 6 I 437.67 I VDOTSTD. IS-1 REQ'D ,\ DI-36 I CG-6 1 10 1 391.25 1 VDOTSTD. IS-1 REQ'D DI-38 1 CG-6 1 10 1 381.42 1 VDOT STD. IS-1 REQ'D MH 1 N/A 1 - 1 373.00 1 VDOTSTD. IS-1 REQ'D DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 14B DF3B CG-6 10 395.33 VOOT STD. IS-1 REQ'D 14A 15 39.68 1,26% 388.33 387.83 RCP 16B DI-3B CG-6 10 408.42 VDOTSTD. I8-1 REQ'D 16A 15 39.70 1.26% 401.33 400.83 RCP 20B DF3B CG-6 12 428.67 VDOTSTD. IS-1 REM 20A 15 39.96 1.05% 421.42 421.00 RCP 44B DI-3B CG-6 16 424.00 VDOTSTD. IS-1 REM 44A 15 33.21 1.51 % 417.50 417.00 RCP 44 DF3B CG-6 14 423.67 VDOT STD. IS-1 REM 43 15 100.59 2.81% 415.50 41237 RCP 42 DF3B CG-6 10 418.33 VDOTSTD. IS-1 REM 41 15 101.08 3.96% 411.00 407.00 RCP 40 DI-313 CG-6 10 413.00 VDOT STD. IS-1 REQ'D 39 15 97.20 3.00% 404.67 401.75 RCP 38 DI-3B CG-6 8 407.83 VDOTSTD. IS-1 RECID 37 15 134.39 2.49°/ 398.67 395.33 RCP 36 DI-3B CG-6 10 400.67 VDOT STD. IS-1 REQ'D 35 15 54.41 2.76% 392.50 391.00 RCP 34 MH N/A - 397.42 VDOT STD. IS-1 REM 33 24 75.13 1.33% 390.17 389.17 RCP 32B DI-3C CG-6 12 391.50 VDOT STD. IS-1 RECID 32A 15 146.31 0.50% 385.58 384.85 RCP 32 DI-3B CG-6 6 395.50 VDOTSTD. IS-1 REQ'D 31 24 32.91 1.28% 384.75 384.33 RCP 30 DF3B CGS 8 395.50 VDOT STD. IS-1 REM 29 24 37.82 1.32% 379.75 379.25 RCP 36B DI-313 CG-6 10 401.00 VDOT STD. IS-1 REQ'D 36A 15 33.13 0.75% 394.25 394.00 RCP 40B I DF3B CG-6 12 413.17 VDOT STD. IS-1 REM 40A 15 32.96 1,51% 406.58 406.08 RCP 54B DI-3B CG-6 12 440.92 VDOT STD. IS-1 REQ'D 54A 15 32.78 1.05% 434.17 433.83 RCP 54 DI-3B CG-6 12 440.83 VDOT STD. IS-1 REQ'D 53 15 169.27 3.84% 429.75 423.25 RCP 52 DF3B CGS 10 429.75 VDOT STD. IS-1 REQ'D 51 15 143.45 2.96% 416.58 412.33 RCP 50 01-313 CG-6 10 417.83 VOOT STD. IS-1 REQ'D 49 15 150.62 2.32% 404.33 400.83 RCP 48 DI-3B CG-6 10 405.50 VDOT STD. IS-1 REM 47 18 153.08 2.12% 395.50 392.25 RCP 46 DF3B CG-6 8 398.75 VDOT STD. IS-1 REM 45 24 59.02 1.14% 390.42 389.75 RCP 46B DI-3C CG-6 6 398.75 VDOT STD. IS-1 REM 46A 15 32.70 1.01% 392.08 391.75 RCP 48B DI-3B CG-6 10 406.00 VDOT STD. IS-1 REQ'D 48A 15 33.58 0.98°/ 399.00 398.67 RCP 50B DI-3B CG-6 12 417.83 VDOT STD. IS-1 REM 50A 15 32.67 1,29% 411.25 410.83 RCP 52B DI-3B CG-6 12 430.00 VDOT STD. IS-1 REQ'D 52A 15 32.II 1.00°/ a23.00 422.67 RCP 74B DI-3B CG-6 10 445.67 VDOT STD. IS-1 REM 74A 15 39.70 1.06% 438.67 438.25 RCP 74 DI-313 CG-6 10 445.67 VOOT STD. IS-1 REQ'D 73 15 37.06 1.08% 438.67 436.27 RCP 72B MH N/A - 443.75 VDOT STD. I8-1 RECID 72A 15 32.71 1.22°/ 436.17 435.77 RCP 72 MH N/A - 443.75 VDOT STD. IS-1 REM 71 15 211.51 1.26% 435.67 433.00 RCP 70 DF3B CG-6 10 437.67 VDOT STD. IS-1 REM 69 18 106.93 1.87% 425.00 423.00 RCP 68B DI-313 CG-6 10 427.17 VOOT STD. IS-1 RECID 68A 18 32.62 2,05% 420.42 419.75 RCP 68 DI-3B CG-6 8 427.00 VDOTSTD. IS-1 RECID 67 18 90.89 2.01°/ 417.00 415.17 RCP 66 DI-3B CGS 8 419.50 VDOTSTD. IS-1 REQ'D 65 24 35.87 1.62% 413.33 412.75 RCP 64 DI-3C CG-6 6 417.25 VDOT STD. IS-1 REM 63 24 86.19 1.54% 409.50 408.17 RCP 62 DI-313 CG-6 8 414.58 VOOT STD. IS-1 REQ'D 61 24 57.56 1,44% 407.50 406.57 RCP 60 MH N/A - 412.92 VDOT STD. IS-1 RECID 59 24 76.97 1.85% 404.67 403.25 RCP 58D MH N/A - 410.00 VDOT STD. IS-1 REM 58C 24 34.97 2.63% 397.92 397.00 RCP 58B MH N/A - 406.00 VDOT STD. IS-1 REQ'D 58A 24 50.93 2,79% 392.00 390.58 RCP 58 MH N/A - 396.50 VOOT STD. IS-1 REM 57 24 26.17 2.87% 380.25 379.50 RCP 60B DI-3C CG-6 10 412.17 VDOTSTD. IS-1 REM 60A 15 61.01 1.23% 406.50 405.75 RCP 62B 01-3B CG-5 12 414.50 VDOTSTD. IS-1 REQ'D 62A 15 32.69 1,01% 408.00 407.57 RCP 64D DI-3B CGS 12 418.42 VDOTSTD. IS-1 REQ'D 64C 15 32.70 0,98% 411.67 411.35 RCP 64B DI-3B CG-6 14 418.42 VDOTSTD. IS-1 REQ'D 64A 15 46.14 1.08% 411.25 410.75 RCP 78B DI-3B CG-6 12 440.50 VDOTSTD. IS-1 REQ'D 78A 15 1 32.80 1.22% 433.75 433.35 RCP 78 DI-3B CG-6 12 440.42 VDOTSTD. IS-1 REQ'D 77 15 145.13 2.07% 433.25 430.25 RCP 76 DI-3C CG-6 8 436.67 VDOTSTD. IS-1 REM 75 16 53.33 0.94% 429.50 429.D0 RCP 76B DI-3B CG-6 8 436.67 VDOTSTD. IS-1 REQ'D 76A 15 1 33.58 1,19% 430.00 429.80 RCP SCOTT/R. Cl�'LLINSZ Lic. No. 035791 ,1, p 09/12/22 "Ai J - Z O � L c U � � z Z o g Z O L F _O � VLU L pill LU Z ' LL i `J� I LU li N N N N L1J O O N N 0 00 ON CD 0 L f` M "' z C3) N M N W O F- W 04 04 ~� N V) W > Q w z > LL _ CO 1 ` Q �~ �M�-/� ,Ufir 0L W z = z 0 W V) 0 Y F- U Ul co MO W LU z LU CO �1 W JE O Q C:) O LU F r- F- JOB NO. 182150 SCALE 1 rr=100' SHEET NO. 29 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Q FL > J N Ile u Q U U O O O `m � w V N N > o a le vc o. 0 w co m ?i F- W a v z d m a N ca ^ O A V ymj C m O 3 in m c O m y K m > > 3 to o o E m 0 o°i J J W O O o 4 3B 10.0 0.29 0.50 0.145 0.58 0.00 0.58 D.0482 0.0200 2.0 0.0833 4.1650 4.05 0.93 3.5192 0.1466 0.1564 7.39 1.35 1.00 0.58 0.00 4B 3B 10.0 0.23 0.60 0.138 0.55 0.00 0.55 D.0482 0.0200 2.0 0,0833 4.1650 3.97 0.95 3.5192 0.1466 0,1593 7.16 1.40 1.00 0.55 0.00 8 3B 8.0 0.09 0.60 0.054 0.22 0.00 0.22 0.1000 0.0200 2.0 0.0833 4.1650 2.44 1.00 3.5192 0.1466 0.1666 5.85 1.37 1.00 0.22 0.00 8B 3B 12.0 0.19 0.70 OA33 0.53 0.00 0.53 0.1000 0.0200 2.0 0.0833 4.1650 3.42 OAS 3.5192 0.1466 0.1637 8.64 1.39 1.00 0.53 0.00 10 3B 10.0 0.11 0.70 0.077 0.31 0.00 0.31 0.1000 0,0200 2.0 0,0833 4.1650 2.78 0.99 3.5192 0.1466 0.1652 6.83 1.46 1.00 0.31 0.00 12 3B 10.0 0.27 0.75 0.203 0.81 0.00 0.81 0.0200 0.0200 2.0 0.0833 4.1650 5.41 0.86 3.5192 0.1466 0.1461 6.81 1.47 1.00 0.81 0.00 14 3B 10.0 0.16 0.60 0.096 0.38 0.00 0.38 D.0974 0.0200 2.D 0.0833 4.1650 3.04 0.99 3.5192 0.1466 0.1652 7.43 1.35 1.00 0.38 0.00 14B 3B 10.0 0.11 0.70 0.077 0.31 0.00 0.31 D.0974 0.0200 2.0 0.0833 4.1650 2.80 0.99 3.5192 0.1466 0,1652 6.77 1.48 1.00 0.31 0.00 16 3B 10.0 0.23 0.60 0.138 0.55 1 0.00 0.55 0.0649 0.0200 2.0 0.0833 4.1650 3.76 0.96 3.5192 0.1466 0.1608 7.79 1.28 1.00 0.55 0.00 16B 3B 10.0 0.16 0.70 OAl2 0.45 0.00 0.45 0.0649 0.0200 2.D 0.0833 4.1650 3.48 0.98 3.5192 0.1466 0.1637 TO6 1.42 1.00 0.45 0.00 18 3B 10.0 0.44 0.50 0.220 0.88 0.00 0.88 0.0199 0,0200 2.0 0,0833 4.1650 5.59 0.85 3.5192 0.1466 0.1446 7.08 1.41 1.00 0.88 0.00 18B 3B 8.0 0.21 0.70 0.147 0.59 0.00 0.59 0.0199 0.0200 2.0 0.0833 4.1650 4,80 0.88 3.5192 0.1466 0.1490 5.87 1.36 1.00 0.59 0.00 20 38 8.0 0.10 0.70 0.070 0.28 0.00 0.28 0.0596 0.0200 2.0 0.0833 4.1650 2.96 0.99 3.5192 0.1466 0.1652 5.62 1.42 1.00 0.28 0.00 20B 3B 12.0 0.27 0.60 0.162 0.65 0.00 0.65 0.0596 0.02DO 2.0 0.0833 4.1650 4.06 0.95 3.5192 0.1466 0.1593 8.16 1.47 1.00 0.65 0.00 22 3B 6.0 0.06 0.80 0.048 0.19 0.00 0.19 0.0635 0.0200 2.0 0.0833 4.1650 2.54 0.99 3.5192 0.1466 0.1652 4.89 1.23 1.00 0.19 0.00 26 36 10.0 0.23 0.65 0.150 0.60 0.00 0.60 0.0567 0.0200 2.0 0.0833 4.1650 3.97 0.95 3.5192 0.1466 0.1593 T78 1.29 1.00 0.60 0.00 26B 3B 12.0 0.29 0.60 0.174 0.70 0.00 0.70 0.0567 0.0200 2.0 0.0833 4.1650 4.20 0.94 3.5192 0.1466 0.1578 1 8.33 1 1.44 1.00 1 0.70 0.00 30 3B 8.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0474 0.0200 2.0 0.0833 4.1650 3.29 1.00 3.5192 0. 1466 0.1666 5.59 1.43 1.00 0.33 0.00 32 3B 6.0 0.04 0.75 0.030 0.12 0.00 0.12 0.0474 0.0200 2.0 0.0833 4.1650 2.25 0.98 3.5192 0.1466 0.1637 3.69 1.62 1.00 0.12 0.00 36 3B 10.0 0.20 0.75 0.150 0.60 0.00 0.60 0.0585 0,0200 2.0 0.0833 4.1650 3.95 0.95 3.5192 0.1466 0.1593 7.86 1.27 1.00 0.60 0.00 36B 3B 10.0 0.20 0.55 OA10 0.44 0.00 0.44 0.0585 0.0200 2.0 0.0833 4.1650 3.52 0.97 3.5192 0.1466 0.1622 6.83 1.47 1.00 0.44 0.00 38 3B 8.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0585 0.0200 2.0 0.0833 4.1650 3.26 0.98 3.5192 0.1466 0.1637 6.24 1.28 1.00 0.36 0.00 40 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 D.0585 0.0200 2.0 0.0833 4.1650 3.64 0.97 3.5192 0.1466 0.1622 7.D8 1.41 1.00 0.48 0.00 40B 3B 12.0 0.29 0.75 0.218 0.87 0.00 0.87 0.0585 0.0200 2.0 0.0833 4.1650 4.55 0.91 3.5192 0. W13 0.1534 9A0 1.28 1.00 0.87 0.00 42 3B 10.0 OA8 0.75 0.135 0.54 0.00 0.54 1 0.0585 0.0200 1 2.0 0.0833 4.1650 3.80 0.96 1 3.5192 0.1466 0.1608 7.48 1.34 1 1.00 0.54 0.00 44 3B 14.0 0.34 0.75 0.255 1.02 0.00 1.02 0.0585 0,0200 2.0 0.0833 4.1650 4.82 0.89 3.5192 0.1466 0.1505 10.16 1.38 1.00 1 1.02 0.00 44B 3B 16.0 0.50 0.70 0.350 1.40 0.00 1.40 0.0585 0.0200 2.0 0.0833 4.1650 5.43 0.86 3.5192 0.1466 0.1461 11.82 1.35 1.00 1.40 0.00 46 3B 8.0 0.20 0.75 0.150 0.60 0.00 0.60 0.0200 0.0200 2.0 0.0833 4.1650 4.84 0.88 3.5192 0. 1466 0.1490 5,93 1.35 1.00 0.60 0.00 48 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0743 0.0200 2.0 0.0833 4.1650 3.48 0.97 3.5192 0. W15 0.1622 7,61 1.31 1.00 0.48 0,00 48B 3B 10.0 0.16 0.75 OA20 0,48 0.00 0.48 0.0743 0.0200 2.0 0.0833 4.1650 3.48 0.97 3.5192 0.1466 0.1622 T61 1.31 1.00 0.48 0.00 50 3B 10.0 OAS 0.75 0.120 0.48 0.00 0.48 0.0825 0.0200 2.0 0.0833 4.1650 3.41 0.98 3.5192 0. 1466 0.1637 7.81 1.28 1.00 0.48 0.00 SOB 3B 12.0 0,17 0.75 OA28 0.51 0.00 0.51 0,0825 0.0200 2.0 0.0833 4.1650 3.49 0.97 3.5192 0.1466 0.1622 8.05 1,49 1,00 0.51 0.00 52 3B 10.0 OAS 0.75 0.113 0.45 0.00 0.45 0,0825 0.0200 2.0 0.0833 4.1650 3.33 1 0.98 3.5192 0.1466 0,1637 T60 1.32 1,00 0.45 0.00 62B 3B 12.0 0.20 0.75 0.150 0.60 0.00 0.60 0.0825 0.0200 2.0 0.0833 4.1650 3.71 0.97 3.5192 0.1466 0.1622 8.62 1.39 1.00 0.60 0.00 54 3B 12.0 0.29 0.75 0.218 0.87 0.00 0.87 0.0507 0.0200 2.0 0.0833 4.1650 4.67 0.90 3.5192 0.1466 0.1520 9.05 1.33 1.00 0.87 0.00 54B 3B 12.0 0.26 0.75 OA95 0.78 0.00 0.78 0.0507 0.0200 2.0 0,0833 4.1650 4.48 0.92 3.5192 0.1466 0.1549 8.55 1.40 1.00 1 0.78 0.00 62 3B 8.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0288 0.0200 2.0 0.0833 4.1650 3.95 0.95 3.5192 0.1466 0.1593 5.47 1.46 1.00 0.42 0.00 62B 3B 12.0 0.33 0.75 0.248 0.99 0.00 0.99 0.0288 0.0200 LO 0.0833 4.1650 5.45 0.86 3.5192 0.1466 0.1461 8.26 1.45 1.00 0.99 0.00 64B 3B 14.0 0.45 0.70 0.315 1.26 0.00 1.26 0,0327 0.0200 2.0 0.0833 4.1650 5.82 0.83 3.5192 0.1466 0,1417 9.67 1.45 1.00 1.26 0.00 64D 3B 12.0 0.36 0.70 0.252 1.01 0.00 1.01 0.0327 0.0200 2.0 0.0833 4.1650 5.36 0.86 3.5192 0. 1466 0.1461 8.65 1.39 1.00 1.01 0.00 66 3B 8.0 0.07 0.75 0.053 0.21 0.00 0.21 0.0680 0.0200 2.0 0.0833 4.1650 2.59 0.99 3.5192 0.1466 0.1652 SAO 1.55 1.00 0.21 0.00 68 3B 1 8.0 1 0.07 0.75 0.053 0.21 0.00 0.21 1 0.1000 0,0200 2.0 0,0833 4.1650 2.41 0.99 3.5192 0.1466 0.1652 5.81 1.38 1.00 0.21 0.00 68B 3B 10.0 OA1 0.75 0.083 0.33 0.00 0.33 0.1000 0.0200 2.0 0.0833 4.1650 1 2.86 0.99 1 3.5192 0.1466 1 0.1652 7.03 1.42 1.00 0.33 0.00 70 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0652 0.0200 2.D 0.0833 4.1650 3.56 0.97 3.5192 0.1466 OA622 T31 1.37 1.00 0.48 DOO 74 3B 10.0 0.29 0.60 0.174 0.70 0.00 0.70 0.0453 0.02DO 2.0 0.0833 4.1650 4.39 0.93 3.5192 0.1466 0.1564 7.84 1.28 1.00 0.70 0.00 74B 3B 10.0 0.16 0.70 0.112 0.45 0.00 0.45 0.0453 0.0200 2.0 0.0833 4.1650 3.72 0.96 3.5192 0.1466 0.1608 6.40 1.56 1.00 0.45 0.00 76B 3B 8.0 0.16 0.75 OA20 0.48 0.00 0.48 0.0200 0.0200 2.0 0.0833 4.1650 4.45 0.92 3.5192 0.1466 0.1549 5.27 1.52 1.00 0.48 0.00 78 3B 12.0 0.22 0.75 0.165 0.66 0.00 0.66 0.0680 0.0200 2.0 0.0833 4.1650 3.98 0.95 3.5192 0.1466 0.1593 8.56 1.40 1 1.00 1 0.66 1 0.00 78B 3B 12.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0680 0.0200 2.0 0.0833 4.1650 3.77 0.96 3.5192 0.1466 0.1608 8.00 1.50 1 1.00 1 0.57 1 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a 4 o O G ... Q- > J m N it m o u o> 3 10 Z c c m Q U U O Cy m ry w N 9 a C 75 a Q C N N ''/i O 2 3 c o 3z u m g U 3 d m cz No m rn ti W a m U ^. O lG 6 4 x c u `w rn 5`" ; _` .9 N + m > N fn 'p 3 o 'e E m m m J J W Cy O U K 4 3B 10.0 0.29 0.50 0.145 0.94 0.00 0.94 0.0482 0.0200 2.0 0.0833 4.1650 4.86 0.88 3.5192 0.1466 0.1490 9.33 1.07 1.00 0.94 0.00 4B 3B 10.0 0.23 0.60 0,138 0.90 0.00 0.90 0.0482 0.0200 2.0 0.0833 4.1650 4.77 0.90 3.5192 0,1466 0,1520 9.03 1.11 1.00 0.90 0.00 8 3B 8.0 0.09 0.60 0.054 0.35 0.00 0.35 0.1000 0.0200 2.0 0.0833 4.1650 2.92 0.99 3.5192 0.1466 0.1652 7.21 1.11 1.00 0.35 0.00 8B 3B 12.0 0.19 0.70 0.133 0.86 0.00 0.86 0.1000 0.0200 2.0 0.0833 4.1650 4.10 0.94 3.5192 0.1466 0.1578 10.82 1.11 1.00 0.86 0.00 10 3B 10.0 0.11 0.70 0.077 0.50 0.00 0.50 0.1000 0.0200 2.0 0.0833 4.1650 3.34 0.98 3.5192 0.1466 0.1637 8.42 1.19 1.00 0.50 0.00 12 3B 10.0 0.27 0.75 0.203 1.32 0.00 1.32 0.0200 0.0200 2.0 0.0833 4.1650 6.49 0.78 3.5192 0.1466 0.1344 8.78 1.14 1.00 1.32 0.00 14 3B 10.0 0.16 0.60 0.096 0.62 0.00 0.62 0.0974 0.0200 2.0 0.0833 4.1650 3.65 0.97 3.5192 0.1466 0.1622 9.21 1.09 1.00 0.62 0.00 14B 3B 10.0 0.11 0.70 0,077 0.50 0.00 0.50 0.0974 0.0200 2.0 0.0833 4,1650 3.36 0.98 3,5192 0,1466 0,1637 8.35 1.20 1.00 0.50 0.00 16 3B 10.0 0.23 0.60 0.138 0.90 0.00 0.90 0.0649 0.0200 2.0 1 0.0833 4.1650 4.51 0.91 3.5192 0.1466 0.1534 9.82 1.02 1.00 0.90 0.00 16B 3B 10.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0649 0.0200 2.0 0.0833 4.1650 4.17 0.94 3.5192 0.1466 0.1578 8.84 1.13 1.00 0.73 0.00 18 3B 10.0 0.44 0.50 0,220 1.43 0.00 1.43 0.0199 0.0200 2.0 0.0833 4,1650 6.70 0.77 3,5192 0.1466 0,1329 9.13 1.09 1.00 1.43 0.00 18B 3B 8.0 0.21 0.70 0.147 0.96 0.00 0.96 0.0199 0.0200 2.0 0.0833 4.1650 5.76 0.84 3.5192 0.1466 0.1432 7.37 1.09 1.00 0.96 0.00 20 3B 8.0 0.10 0.70 0.070 0.46 0.00 0.46 0.0596 0.0200 2.0 0.0833 4.1650 3.55 0.97 3.5192 0.1466 0.1622 6.96 1.15 1.00 0.46 0.00 20B 3B 12.0 0.27 0.60 0,162 1.05 0.00 1.05 0.0596 0.0200 2.0 0.0833 4,1650 4.87 0.89 3,5192 0.1466 0,1505 10.36 1.16 1.00 1.05 0.00 22 3B 6.0 0.06 0.80 0.048 0.31 0.00 0.31 0.0635 0.0200 2.0 0.0833 4.1650 3.05 0.99 3.5192 0.1466 0.1652 5.99 1.00 1.00 0.31 0.00 26 3B 10.0 0.23 0.65 0.150 0.97 0.00 0.97 0.0567 0.0200 2.0 0.0833 4.1650 4.77 0.90 3.5192 0.1466 0.1520 9.81 1.02 1.00 0.97 0.00 26B 3B 12.0 0.29 0.60 0.174 1.13 0.00 1.13 0.0567 0.0200 2.0 0.0833 4.1650 1 5.04 0.88 3.5192 0.1466 1 0.1490 10.58 1.13 1 1.00 1.13 0.00 30 3B 8.0 1 0.11 0.75 0.083 0.54 0.00 0.54 0.0474 0.0200 1 2.0 1 0.0833 4.1650 3.94 0.99 3.5192 0.1466 0.1652 6.89 1A6 1.00 0.54 0.00 32 3B 6.0 0.04 0.75 0.030 0.20 0.00 0.20 0.0474 0.0200 2.0 0.0833 4.1650 2.70 0.95 3.5192 0.1466 0.1593 4.60 1,30 1.00 0.20 0.00 36 3B 10.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0585 0.0200 2.0 0.0833 4.1650 4.74 0.90 3.5192 0.1466 0.1520 9.92 1cl 1.00 0.98 1 0.00 36B 3B 10.0 0.20 0.55 0.110 0.72 0.00 0.72 0.0585 0.0200 2.0 0.0833 4.1650 4,22 0.93 3.5192 0.1466 0.1564 8.56 1.17 1.00 0.72 0.00 38 3B 8.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0585 0.0200 2.0 0.0833 4.1650 3.92 0.95 3.5192 0.1466 0.1593 7.78 1.03 1.00 0.59 0.00 40 3B 10.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0585 0.0200 2.0 0.0833 4.1650 4.36 0.92 3.5192 0.1466 0.1549 8.93 1.12 1.00 0.78 0.00 40B 3B 12.0 0.29 0.75 0,218 1.41 0.00 1.41 0.0585 0.0200 2.0 0.0833 4.1650 5.45 0.86 3.5192 0.1466 0.1461 11.87 1.01 1.00 1Al 0.00 42 3B 10.0 0.18 1 0.75 0.135 0.88 0.00 0.88 0.0585 0.0200 2.0 0.0833 4.1650 4.56 0.91 3.5192 0.1466 0.1534 9.43 1.06 1.00 0.88 0.00 44 3B 14.0 0.34 0.75 0.255 1.66 0.00 1.66 0.0585 0.0200 2.0 0.0833 4.1650 1 5.79 0.84 3.5192 0.1466 1 0.1432 12.84 1.09 1.00 1.66 0.00 44B 3B 16.0 0.50 0.70 0.350 2.28 0.00 2.28 0.0585 0.0200 2.0 1 0.0833 4.1650 6.52 0.78 3.5192 0.1466 0.1344 15.24 1.05 1.00 2.28 0.00 46 3B 8.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0200 0.0200 2.0 0.0833 4.1650 5.80 0.84 3.5192 0.1466 0.1432 7.45 1.07 1.00 0.98 0.00 48 3B 10.0 0.16 0.75 0.120 0.78 0.00 0.78 0,0743 0.0200 2.0 0.0833 4.1650 4.17 0.94 3.5192 0.1466 0,1578 9.48 1.05 1.00 1 0.78 1 0.00 48B 3B 10.0 0.16 0.75 0,120 0.78 0.00 0.78 0.0743 0.0200 2.0 0.0833 4.1650 4.17 0.94 3.5192 0,1466 0.1578 9.48 1.05 1.00 0.78 0.00 50 3B 10.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0825 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1466 0.1578 9.78 1.02 1.00 0.78 0.00 SOB 3B 12.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0825 0.0200 2.0 D.0833 4.1650 4.18 0.93 3.5192 0.1466 0.1564 10.09 1A9 1.00 0.83 0.00 52 3B 10.0 1 0.15 0.75 0.113 0.73 0.00 0.73 0.0825 0.0200 2.0 0.0833 4.1650 3.99 0.95 3.5192 0.1466 0.1593 9.47 1.06 1.00 0.73 0.00 52B 3B 12.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0825 0.0200 2.0 0.0833 4.1650 4.45 0.92 3.5192 0.1466 0.1549 10.87 1.10 1.00 0.98 0.00 64 3B 12.0 0.29 0.75 0.218 1.41 0.00 1.41 0.0507 0.0200 2.0 0.0833 4.1650 5.60 0.85 3.5192 0.1466 0.1446 11." 1.05 1.00 1.41 0.00 54B 3B 12.0 0.26 0.75 0.195 1.27 0.00 1.27 0.0507 0.0200 2.0 0.0833 4.1650 5.38 0.86 3.5192 0.1466 0A461 10.86 1.11 1.00 1.27 0.00 62 3B 8.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0288 0.0200 2.0 0.0833 4.1650 4.74 0.90 3.5192 0.1466 0.1520 6.90 1.16 1.00 0.68 0.00 62B 3B 12.0 0.33 0.75 0.248 1.61 0.00 1.61 0.0288 0.0200 2.0 0.0833 4.1650 6.54 0.78 3.5192 0.1466 0.1344 10.65 1.13 1.00 1.61 1 0.00 64B 3B 14.0 0.45 0.70 0.315 2.05 0.00 2.05 0.0327 0.0200 2.0 0.0833 4,1650 6.99 0.75 3,5192 0.1466 0.1300 12.49 1.12 1.00 2.05 0.00 64D 3B 12.0 0.36 0.70 0.252 1.64 0.00 1.64 0.0327 0.0200 2.0 0.0833 4.1650 6.43 0.78 3.5192 0.1466 0.1344 11.15 1.08 1.00 1.64 0.00 66 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 0.0680 0.0200 2.0 0.0833 4.1650 3.11 0.99 3.5192 0.1466 0.1652 6.35 1.26 1.00 0.34 0.00 68 3B 8.0 1 0.07 0.75 0,053 0.34 0.00 0.34 0.1000 0.0200 2.0 0.0833 4.1650 2.89 0.99 3,5192 0.1466 0.1652 7.13 1.12 1.00 0.34 0.00 68B 3B 10.0 0.11 0.75 0.083 0.54 0.00 0.54 0.1000 0.0200 2.0 1 0.0833 4.1650 3.43 0.98 3.5192 0.1466 1 0.1637 8.66 1.15 1.00 0.54 0.00 70 36 10.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0652 0.0200 2.0 0.01133 4.1650 4.27 0.93 3.5192 0.1466 0.1564 9.17 1.09 1.00 0.78 0.00 74 3B 10.0 0.29 0.60 0.174 1.13 0.00 1.13 0.0453 CO.200 2.0 0.0833 4.1650 5.26 0.87 3.5192 0.1466 0.1476 9.95 1.01 1.00 1.13 0.00 74B 3B 10.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0453 0.0200 2.0 0.0833 4.1650 4.46 0.92 3.5192 0.1466 0.1549 8.03 1.25 1.00 0.73 0.00 76B 3B 8.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0200 0.0200 2.0 0.0833 4.1650 5.34 0.87 3.5192 0.1466 0.1476 6.66 1.20 1.00 0.78 0.00 78 3B 12.0 0.22 0.75 0.165 1.07 0.00 1.07 0.0680 0.0200 2.0 1 0.0833 4.1650 4.78 0.90 3.5192 0.1466 0,1520 10.80 1.11 TOO 1.07 0.00 78B 3B 12.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0680 0.0200 2.0 1 0.0833 4.1650 4.52 0.91 3.5192 0.1466 0.1534 10.09 1.19 1.00 0.93 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a p� ¢¢ to a d s � z m u o % w v_ y c m o o b o u £ m m g st c c o m P. m st v d E u «o m � to m li E m o $ 0 Q c - ca rn m io uJ lefI 0.06 0.80 0.038 0.14 0.00 0.14 0.0200 0.0200 2.0 0.0200 1.0000 2.83 rig. 0.24 0.60 0.144 0.58 0.00 0.56 0.E 0.0200 2.0 0.0200 1.0000 4.76 12B 3C 8.0 contained flow 0.7 0.09 1 0.196 1 4.50 left 0.18 0.70 0.126 0.50 0.00 0.50 0.0200 0.0200 2.0 0.0200 1.W00 4.53 right 0.41 0.70 0.287 1.15 0.00 1.15 0.0200 0.0200 2.0 0.0200 1.0000 6.17 32B 3C 12.0 combined flow 1.7 0.13 0.280 8.42 left 0.12 0.75 0.000 0.36 1 0.00 0.36 0.0200 0.0200 2.0 0.0200 1.0000 3.99 right 0.02 0.75 0.015 0.06 0.00 0.06 0.0200 0.0200 2.0 0.0200 1.0000 2.04 46B 3C 6.0 combined flow 0.4 0.07 0.155 3.56 left 0.31 0.1 0.245 0.98 0.00 0.98 0.0150 0.0200 2.0 0.0833 4.1650 6.13 right 0.23 0.70 0.161 0.64 0.00 0.64 0.0150 0.0200 1 2.0 0.0833 4,1650 5.24 60B 7 10.0 contained flow 1.6 0.14 0.304 6.96 left 0.11 0.75 0.083 0.33 WOO 0.33 0.0200 0.0200 2.0 0.0833 4.1650 3.86 right 0.06 0.75 0.0451 0.18 1 0.00 0.18 0.0200 0.0200 1 2.0 0.0833 4.1650 3.08 64 3C 6.0 combined flow 0.5 0.08 0.177 4.06 left 0.21 0.75 0. 558 0.63 0.00 0.63 0.0200 0.0200 2.0 0.D833 4.1650 4.92 right 0.14 0.75 0.105 0.42 0.00 0.42 0.0200 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 4.23 76 3C 8.0 con-binedflowl 1.1 10.12 0.252 5.79 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet o 0 49 1° n ° C d Lam° c v a m C N ? o z o o Ji? Y 016 c w 0 3 c o 3 u i6 5 c J c f Op O i E a U > -1 ¢ U d O 5 tri . to tnn H i a F left 0.06 0.60 0.036 0.23 0.00 0.23 0.0200 ).0200 2.0 0.0633 4.1650 3.40 right 0.24 0.60 0.144 0.94 0.00 0.94 0.0200 7.0200 2.0 0.0833 4.1650 5.71 12B 3C 8.0 combined flow 1.2 0.12 1 0.271 1 6.22 left 0.16 0.70 0.128 0.82 0.00 0.82 0.0150 J.0200 2.0 0.0833 4.1850 5.73 right 0.41 1 0.70 10.287 1 1.87 1 0.00 1.87 0.0150 3.0200 1 2.0 0.0833 4.1650 7.81 32B 3C 12.0 combined flow 2.7 0.18 0.387 8.88 left 0.12 0.75 0.090 0.59 0.00 0.59 0.0200 3.0200 2.0 0.0633 4.1650 4.79 right 0.02 0.75 0.015 0.10 0.00 0.10 0.0200 J.0200 2.0 0,0833 4,1650 1 2.45 46B 3C 8.0 combined flow 0.7 0.10 1 0.215 4.92 left 0.35 0.70 10.245 1 1.59 1 0.00 1.59 0,0150 10200 2.0 0,0833 4,1650 7.36 right 1 0.23 1 0.70 10.1611 1.05 1 0.00 1.05 0.0150 3.0200 2.0 0.0833 4.1650 6.29 60B 3C 10.0 combined flow 2.6 0.19 0.420 9.62 left 1 0.11 1 0.75 10.083 1 0.54 0.DO 0.54 0.0200 10200 2.0 0.0833 4.1650 4.fi4 right 0.06 0.75 0.045 0.29 0.00 0.29 0.0200 3.0200 2.0 0.0633 4.1650 3.69 64 3C 8.0 combined flow 0.8 0.11 0.245 5.81 left 0.21 0.75 0.158 1.02 0.00 1.02 0,0200 3.0200 2.0 0.0633 4.1650 5.91 right 0.14 035 0.105 0.68 1 0.00 1 0.68 1 0.0200 1 10200 1 2.0 1 0.0833 1 4.1650 1 5.07 76 3C 8.0 I combined flow 1 1.7 1 0.16 0.349 8.00 Design Storm Year= 10 ••r •• .: •..' •7• I I � • a I •a • ®®®®© ' • • --�-��-� III r r �®��� �- III I •1 111 ����_--_--_- r®" I rl I •I I Ir �®��-------- 0- I rl I •r I rr �®�®-----��- �- III I •1 111 ����------_- �- I rl I •r I rr ����-----��- ®-®®-----��- ®-® �- III I •1 11 � '® '®'' ®------_- STRUCTURE I DRAINAC£ D (IN) FLOW TIDE �H 0 �SCOTT R. LLINS'Z U Lic. No. 0357911, K0 Q9�1 Z�ZZ ;pp ,C. SIONAL F'�OlC" INLET TYPE ARE4 (FT') PW Erm (FT) A (ACRES) C I ONAIR) Q (CFS) YD-1 12"Nybplast Yazd Inlet 0.43 11.19 0.12 0.60 4.00 0.288 0.50 WEIR FLOW YD-1 12"NybplastYard Inlet 0.43 11.19 0.12 0.60 6.`O 0.468 0.70 WEIR FLOW YD-1 12" Nybpbst Yard lrlet-50%clogged 0.22 5.60 0.12 0.60 4.00 0.288 0.80 WEIRFLOW YD-1 12"NybpbstYard lrlet-50%clogged 0.22 5.60 0.12 0.60 6.50 0.468 1.97 WEIR FLOW YD-FA 12" Nybplast Yard Inlet 0.43 11.19 0.13 0.60 4.00 0.312 0.53 WEIRFLOW YEl 12" Nybplast Yard Inlet 0.43 11.19 0.13 0.60 6.10 0.507 0.73 WEIRFLOW YEl 12" Nybplast Yard lrlet-50%ob�d 0.22 5M 0.13 0.60 4.00 0.312 0.87 WEIRFLOW YEl 12" Nybplast Yard lrlet-50%clogged 0.22 5.60 0.13 0.60 6.10 0.507 2.31 WEIRFLOW YD-IB 12"NybplastYard Inlet 0.43 11.19 0.09 0.60 4.00 0.216 0.42 WEIR FLOW YD-IB 12"Nybplast Yard Inlet 0.43 11.19 0.09 0.60 6.50 0.351 0.57 WEIR FLOW YD-1B 12" Nybplast Yard Her -50%clogged 0.22 5.60 0.09 0.60 4.00 0.216 0.66 WEIRFLOW Z O u �f / W z E- V O Z O LU Q k m g a 1W Z u H Z ll4 g O V Z Ln (n LU 0 Z g W Lu Q Z 0 (1) O YD-IB 12" Nybplast Yal'd Flet-50%clogged 0.22 5.60 0.09 0.60 6.10 0.351 1.11 WEIRFLOW YD-IC 12" NybplastYard Inlet 0.43 11.19 0.08 0.60 4.00 0.192 0.38 WEIRFLOW YD-IC 12" Nybplast Yard Inlet 0.43 11.19 0.08 0.60 6.50 0.312 0.53 WEIRFLOW YD-IC 12" Nybplast Yard lrkt-50%cbgged 0.22 5.60 0.08 0.60 4.(0 0.192 0.61 WEIRFLOW YD-IC 12" Nybplast Yard lrkt-50%cbgged 0.22 5.60 0.08 0.60 6.50 0.312 0.87 WEIRFLOW YD-113 12" Nybplast Yard Ink[ 0.43 11.19 0.12 0.60 4.00 0.288 0.50 WEIRFLOW YLl 12" Nybplast Yard Inlet 0.43 11.19 0.12 0.60 6.50 0.468 0.70 WEIR FLOW iD-ID 12"Nybpbst Yard lrkt-50%clogged 0.22 5.60 0.12 0.60 4.00 1 0.288 0.80 WEIR FLOW YD-ID 12" Nybplast Yard lrlet-50%clogged 0.22 5.60 0.12 0.60 6..'0 0.468 1.97 WEIRFLOW YD-lE 12"NybplastYard Inlet 0.43 1 11.19 0.11 0.60 4.(0 0.264 0.47 WEIR FLOW YD-lE 12"NybplastYard Inlet 0.43 1 11.19 0.11 0.60 6..'0 0.429 0.66 WEIRFLOW YD-lE 12" Nybplast Yard lrlet-50%clogged 0.22 5.60 0.11 0.60 4.(0 0.264 0.75 WEIR FLOW YD-lE 12" Nybplast Yard lrlet-50%clogged 0.22 5.60 0.11 0.60 6..'0 0.429 1.65 WEIRFLOW YD-1F 12" NybplastYard Inlet 0.43 11.19 0.07 0.60 4.(0 0.168 035 WEIRFLOW YD-1F 12" Nybplast Yard Inlet OA3 11.19 0.07 0.60 6.50 0.273 0.49 WEIRFLOW YD-lF 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 OX 0.60 4.(0 0.168 0.56 WEIRFLOW YD-IF 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.07 0.60 6.50 0.273 0.77 WEIRFLOW YD-1G 12" Nybplast Yard Inlet 0.43 11.19 0.08 0.50 4.(0 0.160 0.34 WEIRFLOW YD-1G 12"NybplastYard Inlet 0.43 11.19 0.08 0.50 6..'0 0.260 0.47 WEIRFLOW YD-1G 12"Nybplast Yard Irk[-50%clogged 0.22 5.60 0.08 0.50 4.(0 0.160 0.54 WEIRFLOW YD-1G 12"Nybpbst Yard Irk[-50%clogged 0.22 5.60 0.08 0.50 6.50 0.260 0.75 WEIR FLOW YD-1H 12"NybplastYard Inlet 0.43 11.19 0.08 0.60 4.(0 0.192 038 WEIR FLOW YD-111 12"Nybplast Yard Inlet 0A3 11.19 0.08 0.60 6.50 0.312 0.53 WEIR FLOW YD-1H 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.08 0.60 4.(0 0.192 0.61 WP,IIt FLOW YD-1H 12" Nybpbst Yard lrkt-50%clogged 0.22 5.60 0.08 0.60 6..'0 0.312 0.87 WEIR FLOW YD-lI 12"NybplastYard Inlet 0.43 11.19 0.07 0.60 4.(0 O.168 035 WEIR FLOW YD-1I 12"NybplastYard Inlet 0.43 11.19 0.07 0.60 6.50 0.273 0.49 WEIR FLOW YD-1I 12" Nybpbst Yard lrkt-50%clogged 0.22 5.60 0.07 0.60 4.00 0.168 0.56 WEIR FLOW YD-1I 12" Nybpbst Yard lrkt-50%clogged 0.22 1 5.60 0.07 0.60 6.50 0.273 1 0.77 WEIR FLOW YD-1J 12"NybplastYard Inlet 0.43 11.19 0.08 0.50 4.00 0.t60 034 WEIR FLOW YD-1J 12"NybplastYard Inlet 0.43 11.19 0.08 0.50 6.50 0.260 0.47 WEIR FLOW YD-]J 12"Nybplast Yard lrlet-50%cbgged 0.22 5.60 0.08 0.50 4.(0 0.160 0.54 WEIRFLOW YD-1J 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.08 0.50 6.10 0.260 0.75 WEIRFLOW Lu a 0 N O W O 00 W O N O r4 ON ON O YD-1K 12" NybplastYard Inlet 0.43 11.19 0.07 0.60 4.00 0.168 0.35 WEIRFLOW YD-1K 12" Nybplast Yard Inlet 0.43 11.19 0.07 0.60 6.50 (L273 0.49 WEIRFLOW YD-1K 12" Nybplast Yard Irlet-50%clogged 0.22 5.60 0.07 0.60 4.00 OA68 0.56 WEIRFLOW YD-1K 12" Nybplast Yard lrlet-50%cb�d 0.22 5.60 0.07 0.60 6.50 0.273 0.77 WEIRFLOW YD-11, 12"Nybplas[Yard Inlet 0.43 11.19 0.07 0.60 4.00 0.168 0.35 WEIR FLOW YD-11, 12" Nybplast Yard Inlet 0.43 11.19 0.07 0.60 6.50 0.273 0.49 WEIRFLOW YD-11, 12" Nybplast Yard lrlet-50%clogged 0.22 5.60 0.07 0.60 4.00 0.168 0.56 WEIRFLOW YD-IL 12" Nybplast Yard Flet-50%clogged 0.22 5.60 0.07 0.60 6.50 0.273 0.77 WEIRFLOW coYD-3A Q7 N M 1 N C N / w J >`^ VJ w O N LL � r= v 1 W U `'�^^ VJ w w LL l^ VJ wN r•IL.1_ I-1- Q !Il (D N O O Z J W I�� n V / v Z LL ' �--I Cz � //�� V) O J J T y O O � ' ^ V Z O �1 J , ` v LU Q 7 1--1 �Q�// 0. Q W ~ w YD-2 18"NybplastYwd Inlet 0.64 5.40 0.47 0.30 4SO 0.564 1.28 WEIRFLOW YD-2 18"Nybplas[Yard Inlet 0.64 5.40 0.47 0.30 6.50 0.917 1.77 WEIRFLOW YD-2 18" Nybplast Yard lrlet-50%cbgged 0.32 2.70 0.47 0.30 4.00 0.564 2.03 WEIRFLOW YD-2 18" Nybplast Yard lrlet-50%clogged 0.32 1 2.70 0.47 0.30 6.50 0.917 3.40 WEIRFLOW YD-3A 12" Nybplast Yard Inlet 0.43 11.19 0.22 0.50 4.(0 0.440 0.67 WEIRFLOW YD-3A 12" Nybplast Yard Inlet 0.43 11.19 0.22 0.50 6.50 0.715 1.15 WEIRFLOW YD-3A 12" Nybplast Yard lrkt-50%cbgged 0.22 5.60 0.22 0.50 4.00 0.440 1.74 WEIRFLOW 12" Nybplast Yard ldet-50%cbgged 0.22 5.60 0.22 0.50 6.'0 0.715 4.59 ORIFICE FLOW YD-3B 12" NybplastYard Inlet 0.43 11.19 0.27 0.50 4.(0 0.540 0.76 WEIRFLOW YD-3B 12"NybplastYard Inlet 0.43 11.19 0.27 0.50 6..'0 0.878 1.73 WEIRFLOW YD-3B 12" Nybplast Yard ldet-50%clogged 0.22 5.60 0.27 0.50 4.(0 0.540 2.62 WEIRFLOW YD-3B 12" Nybplast Yard lrkt-50%cbgged 0.22 1 5.60 0.27 1 0.50 6..'0 0.878 6.91 ORIFICE FLOW YD-3C 12" Nybplast Yard Inlet 0.43 11.19 0.22 0.50 4.(0 0.440 0.67 WEIRFLOW YD-3C 12"Nybplast Yard Inlet 0.43 11.19 0.22 0.50 6..'0 0.715 1.15 WEIRFLOW YD-3C 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.22 0.50 4.00 0.440 1.74 WEIRFLOW YD-3C 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.22 0.50 6.'0 0.715 4.59 ORIFICEFLOW YD-3D 12" NybplastYard Inlet 0.43 11.19 0.11 0.60 410 0.264 0.47 WEIRFLOW YD-3D 12" NybplastYard Inlet 0.43 11.19 0.11 0.60 6..'0 0.429 0.66 WEIRFLOW YD-3D 12" Nyluplast Yard lrkt-50%clogged 0.22 5.60 0.11 0.60 4.(0 0.264 0.75 WEIRFLOW YD-3D 12"Nybpbst Yard lrkt-50%clogged 0.22 5.60 0.11 0.60 6.50 0.429 1.65 WEIR FLOW YD-3E 12"NybplastYard Inlet 0.43 11.19 0.25 0.50 4.(0 0.500 0.73 WEIR FLOW YD-3E 12"NybplastYard Inlet 0.43 11.19 0.25 0.50 6.50 0.813 1.48 WEIRFLOW YD-3E 12" Nybpbst Yard trier -50%clogged 0.22 5.60 0.25 0.50 4.(0 0.500 2.24 WEIR FLOW YD-3E 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.25 0.50 6.50 0.813 5.93 ORIFICE FLOW YD-3F 18"NybplastYard Inlet 0.59 30.25 0.34 0.40 4.00 0.544 0.40 WEIR FLOW YD-3F 18"NybplastYard Inlet 0.59 3(F25 0.34 0.40 6..`0 0.884 0.93 WEIR FLOW YD-3F 18" Nybplast Yard lrkt-50%cbggpd 0.30 15.13 0.34 0.40 4.00 0.544 1.41 WEIR FLOW YD-3F 18" Nybplasl Yard Met 0.30 15.13 0.34 0.40 6.50 0.884 3.73 WEIR FLOW YI}4C 12"NybplastYard Inlet 0.43 11.19 0.12 0.60 4.00 0.288 0.50 WEIR FLOW YD-4C 12"NyloplastYard Inlet 0.43 11.19 0.12 0.60 6.50 1 0.468 0.70 WEIR FLOW YD-4C 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.12 0.60 4.00 0.288 0.80 WEIRFLOW YDAC. 12"NybplastYard lrkt-50%clogged 0.22 5.60 0.12 0.60 6.50 0.468 1.97 WEIRFLOWL9 YD-4D 12" Nybplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 (L240 0.45 WEIRFLOW YD-4D 12" NybplastYard Inlet 0.43 11.19 0.10 0.60 6.10 0.390 0.62 WEIRFLOW YEl 12" Nybplast Yard lrlet-50%clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIRFLOW YEl 12" Nybplast Yard Iret-50%clogged 012 5.60 0.10 0.60 6.'0 0.390 1.37 WEIRFLOW YD-4E 12" NybplastYard Inlet 0.43 1 11.19 0.13 0.50 4.00 0.260 0.47 WEIRFLOW YD-4E 12" NybplastYard Inlet 0.43 1 11.19 0.13 0.50 6.10 0.423 0.65 WEIRFLOW YD-4E 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.13 0.50 4.(0 0.260 0.75 WEIRFLOW YD-4E 12" Nybplsst Yard lrkt-50%clogged 0.22 5.60 0.13 0.50 6.'0 0.423 1.60 WEIRFLOW YD-4F 12" NybplastYard Inlet 0.43 11.19 0.09 0.60 4.00 0.216 0.42 WEIRFLOW YD-4F 12" Nybplast Yard Inlet 0.43 11.19 0.09 0.60 6.50 0.351 0.57 WEIRFLOW YD-4F 12" Nybplast Yard lrlet-50%cbgged 0.22 5.60 0.09 0.60 L(O 0.216 0.66 WEIRFLOW YD-4F 12" Nybplast Yard lrlet-50%cbgged 0.22 5.60 0.09 0.60 6.50 0.351 1.11 WEIRFLOW YD-4G 12" Nybplast Yard Inlet 0.43 11.19 0.11 0.50 4.(0 0.220 0.42 WEIRFLOW YD-4G 12" Nybplast Yard Inlet 0.43 11.19 0.11 0.50 6.50 0.358 0.58 WEIRFLOW YD-4G 12" Nybplast Yard lrkt-50%cbgged 0.22 5.6 00.11 0.50 4.(0 0.220 0.67 WEIRFLOW YD-4G 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.11 0.50 6.50 0.358 1.15 WEIRFLOW YD-5 12"Nybplast Yard Inlet 0.43 11.19 0.10 0.60 4.(0 0.240 0.45 WEIRFLOW YD-5 12" Nybplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIRFLOW YD-5 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.10 0.60 4.(0 0.240 0.71 WEIRFLOW YD-5 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.10 0.60 6.'0 0.390 137 WEIRFLOW YD-5D 12"NybplastYard Inlet 0.43 1L19 0.12 0.50 4.(0 0.240 0.45 WEIRFLOW YD-5D 12"Nybplast Yard Inlet 0.43 11.19 0.12 0.50 6.50 0.390 0.62 WEIRFLOW YD-5D 12" Nybpbst Yard lrkt-50%clogged 0.22 5.60 0.12 0.50 4.(0 1 0.240 0.71 WEIRFLOW YD-5D 12" Nybplast Yard Filet -50%clogged 0.22 5.60 0.12 0.50 6..'0 0.390 1.37 WEIRFLOW YD-5E 18"NybplastYard Inlet 0.59 30.25 0.42 0.45 4.00 0.756 0.68 WEIRFLOW YD-5E 18" Nybplast Yard Inlet 0.59 30.25 0.42 0.45 6.50 1.229 1.80 WEIRFLOW YD-5E 18" Nybplast Yard lrkt-50%clogged 0.30 15.13 0.42 0.45 4.00 0.756 2.73 WEIR FLOW YD-5E 18" Nybplast Yard lrkt-50%clogged 0.30 15.13 0.42 0.45 6.50 1.229 7.20 ORIFICEFLOW YD-5F 12"Nybplast Yard Inlet 0.43 1 11.19 0.07 0.60 4.(0 0.168 035 WEIR FLOW YD-SF 12"NybplastYard Inlet 0.43 11.19 1 0.07 0.60 6.50 0.273 0:49 WEIR FLOW YD-5F 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.07 0.60 4.00 1 0.168 1 0.56 WEIR FLOW YD-5F 12" Nybpbst Yard Idler -50%clogged 0.22 5.60 0.07 0.60 6.50 0.273 1 0.77 WEIR FLOW YD�SG 12"NybplastYard Inlet 0.43 11.19 0.19 0.50 4.00 0.380 0.60 WEIR FLOW YD-5G 12"Nybplas1Yard Inlet 0.43 11.19 0.19 0.50 6.50 0.618 0.86 WEIR FLOW YD-5G 1 12" Nybpbst Yard lrlet-50%clogged 0.22 5.60 0.19 0.50 4.00 0.380 130 WEIR FLOW YD-5G 1 12" Nvbolast Yard Wet -50%cbmd 0.22 5.60 0.19 0.50 6.50 0.618 3.42 WEIR FLOW r11. ,a isyvpmsr r...s o.v' i,.,> o.'a o._o I o.»> e.ra I ss.'r w JOB NO. 182150 YEl 12" Nybplast Yard trier -50%clogged 0.22 5.60 0.17 0.50 4.00 0.340 1.04 WEIRFLOW YEl 12" Nybplast Yard lrkt-50%clogged 0.22 5.60 0.17 0.50 6.10 0.553 2.74 WEIRFLOW YEl 12" Nybplast Yard Inlet 0.43 11.19 0.14 0.50 4.00 0.280 0.49 WEIRFLOW SCALE N/A YEl 12" Nybplast Yard Inlet 0.43 11.19 0.14 0.50 6.50 0.455 0.68 WEIRFLOW YEl 12"NybplastYard lrlet-50%clogged 0.22 5.60 0.14 0.50 4.00 0.280 0.78 WEIR FLOW YEl 12" Nybplast Yard lrlet-50%clogged 0.22 5.60 0.14 0.50 6.10 0.455 1.86 WEIRFLOW YD-6B 18"Nybplast Yard Inlet 0.59 30.25 1.35 0.50 4.00 0.700 0.58 WEIRFLOW SHEET NO. 30 YD-6B 18"Nybplas[Yard Inlet 0.59 30.25 0.35 0.50 6.50 1.138 1.54 WEIR FLOW YD-6B 18"Nybplast Yaldlrlet-50%cbgged 0.30 15.13 0.35 0.50 4.00 0.700 2.34 WEIR FLOW YD-6B 18"Nybplast Yard Flet-50%cbgged 0.30 1 15.13 0.351 0.50 1 6.50 1 1.138 1 6.17 1 ORIFICEFLOW ,TH OFIT Design Storm Year= 10 Design Year: 10 Project: Brookhi l Blocks 16 & 17 Job #: 182150 Prepared by: AML, PE O SCOTT R. LLINS Z Design Storm Year = 10 U Lic. No. 035791� 09/12/22� o��SSIONAL VEI H Z w f O V V J Z Z ¢ Ln O Lu d m O U Q n z z Z o g g O _ z w o H � Ln J W J Q Z z Z u LL O W o w N N N N W O O N N 0 O 0 0 r ti Cl? "' z N � M Q I..L 1 Design Year: 10 Project: Brookbill Blocks 16 & 17 Job #: 182150 Prepared by: AML, PE NO W �' ~� N V) W > Q w z % J 1- 1 (� LL Z w ' O 1 ` V -J U J ZU _ � U U ,� ,�Lu1'� W I V Y z U Q O 0 MJ W Z� �1 2 J w 0 O J rQ V O O O N u W w O w a m JOB NO. 182150 SCALE N/A SHEET NO. 31 POINT DOWNSTREAM DRAIN RUNOFF CA INLET' RAIN RUNOFF INVERT LENGTH STRUCTURE AREA COEFF. TIME FALL Q ELEVATIONS SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCDM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACC[JM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 74B 0.16 0.70 0.11 0.11 6.00 635 0.7 74 438.67 438.25 39.70 0.0106 15 6.7 3.5 11.3 74 0.29 0.60 0.17 0.29 6.19 6.30 1.8 72B 438.67 436.27 37.06 0.0108 15 6.7 4.6 8.0 72B 0.45 0.75 0.34 0.62 7.00 6.07 3.8 72 436.17 435.77 32.71 0.0122 15 7.1 5.9 5.6 72 0.25 0.75 0.19 0.81 7.09 6.04 4.9 70 435.67 433.00 211.51 0.0126 15 7.3 6.3 33.4 70 0.16 0.75 0.12 2.32 7.65 5.90 13.7 68B 425.00 423.00 106.93 0.0187 18 14.4 9.3 11.6 68B 0.11 0.75 0.08 2.41 7.84 5.85 14.1 68 420.42 419.75 32.62 0.0205 18 15.0 9.7 3.4 68 0.07 0.75 0.05 2.46 7.90 5.84 14.3 66 417.00 415.17 90.89 0.0201 18 14.9 9.6 9.5 66 0.07 0.75 0.05 3.04 8.11 5'8 17.6 64 413.33 412.75 35.87 0.0162 24 28.8 9.6 3.7 64 0.17 0.75 0.13 3.74 8.18 5:'7 21.6 62 409.50 408.17 86.19 0.0154 24 28.1 9.8 8.8 62 0.14 0.75 0.11 4.09 8.32 594 23.5 60 407.50 406.67 57.56 0.0144 24 27.1 9.7 5.9 60 0.00 0.90 0.00 4.49 8.42 5'1 25.7 58D 404.67 403.25 76.97 0.0185 24 30.8 10.9 7.0 58D 0.00 0.90 0.00 4.49 8.54 5.69 25.7 58B 397.92 397.00 34.97 0.0263 24 36.7 12.6 2.8 SSB 0.00 0.90 0.00 4.49 8.58 S.ti8 25.7 58 392.00 390.58 50.93 0.0279 24 37.8 12.9 3.9 58 0.00 0.90 0.00 4.49 8.65 5.66 25.7 SWM'A' 380.25 379.50 26.17 0.0287 24 38.3 13.0 2.0 606 0.58 0.70 0.41 0.41 6.00 635 2.6 60 406.50 405.75 61.O1 0.0123 15 7.2 5.3 11.4 62B 0.33 0.75 0.25 0.25 6.00 635 1.6 62 408.00 407.67 32.69 0.0101 15 6.5 4.3 7.6 64D 0.36 0.70 0.25 0.25 7.00 6.07 1.5 64B 411.67 411.35 32.70 0.0098 15 6.4 4.3 7.7 64B 0.45 0.70 0.32 0.57 7.13 6.03 3.4 64 411.25 410.75 46.14 0.0108 15 6.7 5.5 8.4 78B 0.19 0.75 0.14 0.30 6.00 635 1.9 78 433.75 433.35 32.80 0.0122 15 7.1 4.9 6.7 78 0.22 0.75 0.17 0.57 6.11 6.32 76 3.25 430.25 145.13 0.0207 15 9.3 7.1 20.5 76 0.35 0.75 0.26 1.39 7.25 6.00 INLET OUTLET WATER �o Do Q. Sro Hr JUNCTION LOSS FINAL INLET WATER R . • -_-____-____ 111 00 11 m 111 11 -_-____-� 1 . � 1 I 1 II � 111 •: 11 m 11 I 1 ��