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HomeMy WebLinkAboutSDP202200058 Plan - Approved Final Site Plan and Comps. 2023-03-30GENERAL NOTES OWNERS: TMP 04600-oo-oo-o18A2 CROCK.ETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22-901 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. #:202100012953 24.976 ACRES (NOTE: PROJECT ACREAGE DOES NOT INCLUDE THE GREENWAY & BUFFER ACREAGE LOCATED ON TMP 46-igB9. THIS ACREAGE IS PART OF THE OVERALL GREENSPACE FOR BLOCK 16&17, BUT HAS BEEN REMOVED FROM TMP 46-18A2.) OWNER OF TMP46-1gBg IS BROOKHILL MASTER ASSOCIATION INC. AND TOTAL ACREAGE OF TMP46-19139 WITHIN LIMITS OF BLOCKS 16/17 IS 5.16 ACRES. ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o18000n 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 20f 2022. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2o16 BY BOS WITH CONDITIONS. BLOCK CLASSIFICATION: NEIGHBORHOOD DENSITY RESIDENTIAL BLOCK TYPE FOR BLOCKS 16 & 17 TOTAL PROJECT AREA: 04600-oo-oo-oi8A2 - 2-4.976 AC. BLOCK 16 - lo_61z AC BLOCK 17 - 14.364 AC TOTAL = 24.976 AC PROPOSED USE: 134 TOTAL UNITS (53 SFD UNITS, 28 SFA VILLA UNITS, & S3 TOWNHOUSE UNITS) (THIS SITE PLAN IS FOR THE 28 SFA UNITS AND S3 TOWNHOUSE UNITS ONLY) ALLOWABLE DENSITY: BLOCK 16-. 1g UNITS (MIN.) TO 58 UNITS (MAX.) BLOCK 17: 31 UNITS (MIN.) TO 94 UNITS (MAX.) PROPOSED DENSITY: BLOCK 16: 57 UNITS (12 VILLA UNITS, 20 TH UNITS, & 25 SFD UNITS) - 5.37 DUA BLOCK 17: 77 UNITS (16 VILLA UNITS, 33 TH UNITS, & 28 SFD UNITS) - 5.36 DUA OVERALL BLOCK 16 & 17 DENSITY: 134 UNITS / 24.976 ACRES = 5,365 DUA GREEN SPACE REQUIRED: Bib B17 GREEN SPACE PROVIDED: CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL. GREEN SPACE 0 1.8 ACRES a.3 ACRES o.o ACRES 3.1 ACRES o 3.3 ACRES 3.8 ACRES 0.2 ACRES 7.3 ACRES TOTAL BLOCK 16 & 17 GREEN SPACE REQUIRED: 10.4 ACRES CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE 0 1. ACRES 2.0o ACRES o.00 ACRES ACRES 0.548 3.06 ACRES 3.248 ACRES o.15 ACRES 7.006 ACRES B16 B17 TOTAL BLOCK 16 & 17 GREEN SPACE PROVIDED: so.965 ACRES (NOTE: GREENWAY ACREAGE ON BLOCK 16/17 & BUFFER ACREAGE ON BLOCK 17 ARE LOCATED ON TMP46-1gBg AND NOT PART OF THE OVERALL BLOCK 16 & 17 TOTAL ACREAGE. TOTAL ACREAGE ON TMP 46-19B9 = 5.16 ACRES) TOTAL BLOCK 16 & 17 GREEN SPACE LOCATED ON TMP 46-18A2 = 5.8o5 ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT & MAXIMUM - 3 STORIES / 4o FEET (P) MAX. HEIGHT TO ROOF TOP = 38 FEET & (P) MAX. HEIGHT TO EAVE=29'-8" BUILDING FOOTPRINT: MAXIMUM BUILDING FOOTPRINT = 1o,000 SF. SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL - BLOCK 5 TO BLOCK 19 FRONT SETBACK: 8' MIN. & 25' MAX. PORCH SETBACK: 5' MIN & 25' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: 1o' MIN. & NO MAX. GARAGE SETBACKS: 18' MIN. NOTE: GARAGES SHALL BE A MINIMUM OF 3' BEHIND THE FRONT BUILDING FACE OF THE HOUSE OR PORCH FOR ALL PROPOSED UNITS WITH FRONT -LOADING GARAGES - SEE EXHIBIT SHOWN ON SHEET 5. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK: RIVANNA RIVER AGRICULTURAL/ FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY' INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2o15. FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER OF 2020. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED, SEE EXISTING CONDITIONS & LANDSCAPING PLAN. PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. LIGHTING: NO SITE LIGHTING IS PROPOSED. ANY PORCH/POST LIGHTS SHALL BE LESS THAN 3,000 LUMENS. FUTURE SITE LIGHTING WILL REQUIRE A SITE PLAN AMENDMENT. PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (1) PHASE OR A TOTAL OF (2) SEPARATE PHASES. RECREATION: EASTERN PARK - CIVIC SPACE 43 IS REQUIRED WITHIN BLOCKS 16, 27, AND/OR 18. PORTIONS OF THE EASTERN PARK REQUIREMENT ARE PROPOSED WITHIN BLOCK 17. BLOCK 17 INCLUDES A MEETING AREA & FIRE PIT, A TOT LOT AREA (5,040 SF), & AN OPEN RECREATIONAL GRASS AREA. THE TOTAL RECREATIONAL AREA WITHIN BLOCK 17 IS 23,900 SF. AN ADDITIONAL RECREATIONAL AREA WITH ANOTHER TOT LOT AND A GRASS RECREATIONAL FIELD WILL BE PROVIDED WITHIN BLOCK 18. PARKING: PARKING REQUIRED: TWO (2) OFF-STREET PARKING SPACES FOR EACH DWELLING UNIT (134 UNITSx2 SPACES) + ONE (1) ON -STREET PARKING SPACE / 4 SFA UNITS TOTAL REQUIRED SPACES = (134 UNITS x 2) + (81 UNITS / 4) = 289 SPACES PARKING PROVIDED: TWO (2) OFF-STREET PARKING SPACES FOR EACH DWELLING UNIT (268 SPACES) FORTY-TWO (42) ON -STREET PARKING SPACES PROVIDED ALONG ROADWAYS TOTAL PROPOSED SPACES = (268 SPACES) + (42 SPACES) = 310 SPACES (NOTE: ON -STREET PARKING WILL NOT BE STRIPED PARKING SPACES) BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE 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 FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED WITH THIS FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 5o' ALONG THE ROADWAYS. LAND AREAS: OPEN SPACE: 5.804 ACRES (23,24%) LOTS: 11.708 ACRES (46.88%) ROW DEDICATION: 7.464 ACRES (29.88%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALKS: 245,725 sf BUILDINGS, WALKWAYS & PATIOS I DECKS: i76,690 sf DRIVEWAYS: 45,600 sf TOTAL IMPERVIOUS AREAS: 468,015 sf (10.74 ac.) RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEE SHEET 1A• FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I� ^`'' ' �`� ' =.:•�� ` " • ` PROJECT BOUNDARY r• " " •" rw Y" • w r r FUTURE ROAD EXTENSION- . �. w r v I pP�N • r s w ,. . �/ _' ;i• - • .r 1 SPACE w "• w " • • r (UNDER DIFFERENT SET OF PLANS) • `'� / '`� / •.' ^•frA r . . • / - �� - I � • r w .� `' w ' mac/ .. .. No. of of A� LOT of i1c '� •� P. "' " '• �` / \ ' /' .. .- Y <, ` ' , . 4 , M 4 w " " < • ♦ � ` w < ` • W P Vr " Y�� t - ._.- _ - � � � � < " ` " r � \ � 4_ a ^6 `• r. ' " c" `` w• Y w` "• „4 P � ` • ' • 'r ` • `w r �. ` y ,. y _ - ., I I` - lei � . r " � / I l7 � _ -. • . ' r r " ` • w " v * `r . • . . 4 ' \ � ^^ ' ^^ � r t / / 12 � "- __ _ , / .. �. r " Y w r a " r " " ►. ww " � r •` . ' + `t � / -r. �-..� �-ti -.. _.-_- �' G �J " ` ` I - �-\. / `,\ / r'T r r M • • t � w. r " r w r' r w r r w "� < ` ,.� `^ �_ - '11 i �� t'_•.� `� � J -. ��l.l� r' � � {J��7�y�7�!%� ` � r� ir.�L _ = , r r BLOCK 16 -�- �. --- -- -- _ ----_ , LOI C � Al LOT �� PEN L0I ,' I p y L_ I / f '• +++ I �• ',� --', ,PACE -L LOT _7 _`'�'•\\, Irr _ `'r l + / � � I I ice, f / / � � /'-/ � ` \ � ,I:^.I • -. ' r � ` '� , f-' I OT � ref / l /' � LOT \ li3 0 CO/ j ` ` I'` / ++Sr '® - / -` 1^,....l .n-t'�.�..V-..wN ^.�• ....-_ ♦.w..w \ 1, / LOT �® // 1 '` ''---�'`'��\ i�7 y\` - /f/ LOT �, OPEN , � ` � �\,� •`R . _, , , ` \ // io5 , . •. �' , � = f,, l \ / r LOT / of. r r , SPACE • ,104 10, LOI �j / '• I ` LOT / LO ` `� � / L . / /r of /off % LOT LOT J1 ioz `. . . 6yloq ♦ / // fJ% f LOT j LOT ' s� �♦ ' ! + ^I ;� \ i •,) �"i I �• OPEN 11:1. ! '_ n T .J/` �• f ;O? :� V / %� F .1 Cyr f ♦ i6 t s ' 'r,� � , ,' •� ; SPAC , . LOT BLOCK44 ' ; I ' ` LOT 45 `'`,\ ' / LOT \ do LCT :17- f •'� .-� 0000A \� %\ LOT VJ / ` +� �' �Y f� � OT � =�- � -'5 .�• LOT 1 � ' / � � LO k 1 - f LOT ` \ / LOT / '. / LOT \ i 7 / % J - 8 T © LOT , '+ 3 p \ _ / -<r• "o; / `33 . LUT of OPEN L T -s „{� LT fj SPACE`: `' "r=^x' �-' LOT � loll I L T i c % / /� r i ' - - _ I I 1 p - /� , i� LOT • r LOT t L oT �.% � � I ,r.r'" /' � LUI t2 � r� '' ' �, �-•^^'ti CQ C �, / - -^� �� • LOT Go r' �,/ "� (�.- y . v �,f `/ .I J r f �l I'.li y �S y^��- " �,1 �, L I LOT 56OT .�LC- I OT 1 M I I i 1 IT �1("p• I �t 1� 4 ' 1 , ,�,, 'y � � � _ - _ '' � � _ - - -- - - _ - •- - _ 30' NATURAL BUFFER ALONG PROPERTY's PERIMETER LCT CC j ® \''\ OPEN SPACE ',�- / l l _. --- -- _______------------- 4---- - - (- 1 - - .. 1 'Zj��A/�, � r f ter✓'' � � f - '/•� _-'!�/�"�r^ ' �, � // r %� • �� �/� - - -- . _ - _._ -T,__ - - - - - - - - - - \ " I 30'NATURAL BUFFER ALONG `;• p�/•� \� �{ PROPERTY's PERIMETER ' I f O PROJECT BOUNDARY--— ``�_ . SHEET LAYOUT I I ! I \\ ti I 1 I t I SCALE . 100'czn(�a' BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.i-og AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE 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 OFTHE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED 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 INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. NOTES: 1. HALSEY AVENUE HAS BEEN DESIGNED TO THE "FIGURE 9: CONNECTOR ROAD - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENT. SEE SHEET 14 FOR ROAD CROSS SECTION DETAIL. 2. SABLEWOOD DRIVE, LACONIA LANE, MARCELLA STREET, AND MARCELLA COURT HAVE BEEN DESIGNED TO THE "NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA2oiSo0007 CODE OF DEVELOPMENT. SEE SHEET 14 FOR ROAD CROSS SECTION', DETAIL, VICINITY MAP. 1 SCALE: 1" = 20001- SIT E-\\,14" 1_ 00/1 POLO Go, O��S ROq D Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS ZB PROFFERS 2 OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 LAYOUT PLAN UTILITY PLAN UTILITY PLAN UTILITY PLAN GRADING & DRAINAGE PLAN 8 9 10 11 12 GRADING & DRAINAGE PLAN 13 GRADING & DRAINAGE PLAN 14 NOTES & DETAILS 15 UTILITY NOTES & DETAILS 16 LANDSCAPING PLAN LANDSCAPING PLAN 17 18 ROAD & WATERLINE PROFILES ROAD & WATERLINE PROFILES ROAD & WATERLINE PROFILES ROAD & WATERLINE PROFILES SANITARY SEWER PROFILES 29 20 21 22 23 SANITARY SEWER PROFILES 24 SANITARY SEWER PROFILES 25 STORM SEWER PROFILES STORM SEWER PROFILES 26 27 STORM SEWER PROFILES 28 STORM SEWER PROFILES 29 DRAINAGE MAP DRAINAGE CALCULATIONS 30 31 DRAINAGE CALCULATIONS 33 TOTAL SHEETS r n/--1 e a r n EDGE OF PA VEMEN T CURB PROPOSED ASPHALT PA VEMEN T '- - EXISTING VEGETA TI VE/LANDSCAPE BUFFER - - - - - - - - - - - GREENWAY BUFFER - - - - - - - - -- PROPOSED EASEMENT IQ DROP INLET & STRUCTURE NO, DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE cc PROPOSED ASPHALT STRIPING 10 EXIS TING CON TOUR 200 PROPOSED CON TOUR 506.71 Tc PROPOSED SPOT ELEVATION _ 506.21 EP TBC DENOTES TOP/BACK OF CURB T/B DENO TES TOP OF BOX 506.71 TN 506.2 r B N PROPOSED SPOT ELEVA TION T W DENOTES TOP OF WA L L BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES ;. MA NA GED S TEEP SL OPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE Q Co^ "+ ;� 100 YR. FLOODPLAIN Submittal Type Reviewed and Approved by the Corn ity De 'rpm npep rtm Date V File b2.�41 1A I /1a CL 3f3o�2oz3 zz u =' SC'UTT R. C. LLINS� �. Lic. No. 03 791 ,� G 03/20/23 _ f0hA11 F�- t�- z z w w O O V V �7 C� � z z z Q L0 ul � U0 V zoQ��. z z LU r IZ 0 Z o w �_ w M LO (� w _j < < _..� < yl Li LL. 0 0 � V) W 0o ce > LU � > Lij � N N rn M N N N N O O cO o w N_ N N_ N_ Q 00 N � O 00 M •- M O O O O M� c' J (Y) CN CIO N rna V r CN CN Q W r`J r/� V ) LJ 1 0 T. I LU LLJ L1J U) Lli N� L.L V 0 CD CN ce W 0 V w J U ~ LU w w a � JOB NO. 182150 SCALE rr - 1 0Q 1 SHEET NO. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A29 04600-00-00-019131, 04600-00-00-019133, 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 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019133, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("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-I 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, 413 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 County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right 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 (1 8`) 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 (5011) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50`h) 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, bonding 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 B. For -Rent Affordable Housing Units. 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 ill) 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 5 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 by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction 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 IC (the "Road Improvements")_above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad. Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type I 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 ,TH 0� 0 SCOTT R. LLINS`Z ,U Lie. No. 035791 08/08/22 SIGNAL E� J z O P O_ cn ce V) U) z Zog O z °- O UJ F_ H P-A cn H (� > J UJ ce z (V N w C) N_ <C co 0 o 00 0 Page 2 of 11 Page 3 of 11 Page 4 of 11 N CY) �1- LlN O (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 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, Fanners Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable 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 hundredth (500th), eight hundredth (800th), and one thousandth (I000th) 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 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 MS1 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 S7,333.18 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 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of. i) the Elementary School Site, and related improvements to be completed by Owner, %i) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection, and vi) the Trail Network, (collectively referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be $28,336,662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (1 s`) 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 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 Hillh 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 ZLLJ w J w Ja CD W O ce CL JOB NO. 182150 SCALE N/A SHEET NO. 1A t;.��' PHASE 11 INTERSECTION IMPROVEMENTS OC at -da0w- PHASE 1 INTERSECTION d IMPROVEMENTS _ INTERSECTION i ..0 CONSTRUCT (1) NEW WESTBOUND ,B LEFT - TURN LANE ON POLO •_ GROUNDS ROAD WITH 375' OF ' STORAGE. • EXTEND WESTBOUND RIGHT- TURN LANE ON POLO GROUNDS ROAD FROM 50' OF STORAGE TO 200' OF k STORAGE CONVERT RIO MILLS ROAD TO A RIGHT IN / RIGHT -OUT OPERATION. INTERSECTION 2 «► . CONSTRUCT A SOUTHBOUND ., ROADWAY, PROVIDING (i) +�. LEFT -TURN AND (i) RIGHT -TURN 41- LANE. • CONSTRUCT AN EASTBOUND PHASE III ROADWAY LEFT -TURN LANE ON POLO IMPROVEMENTS GROUNDS ROAD WITH i5o FEET OF STORAGE WOW "'^qq INTERSECTION 3 PHASE II ROADWAY IMI ROVEMENTS PHASE I INTERSECTION ,, O IMPROVEMENTS A PHASE I ROADWAY IMPROVEMENTS � r • PHASE IV INTERSECTION J Mau IMPROVEMENTS ROAD A �, �►` s % POLO GROUNIZ ROAD - "• ark ` c`` � '� y� - -- _ - - - t % PHASE I INTERSECTION PHASE IV ROADWAY ,IMPROVEMENTS IMPROVEMENTS • CONSTRUCT A RIGHT -IN / RIGHT-OU ROADWAY ENTRANCE TO ROUTE 29 • CONSTRUCT A NORTHBOUND RICH' TURN LANE ON US 29 WITH 200• OF STORAGE. PHASE II INTERSECTION �/� IMPROVEMENTS- ; ' INTERSECTION 4 • CONSTRUCT NORTHBOUND ROADWAY TO PROVIDE (1) LEFT TURN LANE & (i) RIGHT -TURN LANE • RESTRIPE PAINTED MEDIAN TO PROVIDE WESTBOUND LEFT -TURN LANE ON ASHWOOD BOULEVARD j" WITH wo' OF STORAGE. • RESTRIPE EASTBOUND ASHWOOD BOULEVARD APPROACH TO PROVIC (1) RIGHT -TURN LANE PHASE IV INTERSECTION IMPROVEMENTS._ m INTERSECTION 5 • CONSTRUCT SOUTHBOUND ROADWAY TO PROVIDE (i) LEFT- TURN LANE AND (1) RIGHT -TURN LANE • CONSTRUCTAN EASTBOUND LEFT - TURN LANE ON POLO GROUNDS ROADWAY WITH i5o' OF STORAGE. GUk": BROOKHILL TRAfFfC PHASING PLAN i - \ A - .r'•c'""r � `"�'. Lis '� +1��.�� \ \. _ 25 u. i , NNOT C PROPOSED PEDESTRIAN W ��. _1 CROSSWALK EXISTING TREE AREA o All \ Q _"AILWAY CO CTIOIy TO PR T VDOT RN29\ ���r' Q e ONCRETE WAL { + IMPROVEMENTS - SWM P( N\4 \ �p ROP0 ED STREET' W r ` '' �ADON.CONNECTORROAt�� 1 ` \ PR OSEO LANDS FF �• j CO STING OF EVERGR S '. V I ALO G CONNECTOR I ; o I• 1 PROPOSED P IMI t/ PATH(dAYCON EQUQ , Al FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018A0: By: C �- CHARLES R.1lA GH VOCIZABETH ANN OGL SBY FWGH Date: ! L t�4 t g' Z Q i OWNERS of Tax Map Parcel 04600-00-00-01800: BY CHARLES R. HAUGH, T)(USTEI By: DOUGLAS B. OGT7 j BY, TRUSTEE Date:' O OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: 7 . Ann O. Haugh, Its President Date: 7;--a*, F� Zio le ? Page 9 of 10 NOTE: POLO GROUNDS ROADWAY AND LANE CONFIGURATION AS SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCE WITH THE APPROVED TRAFFIC IMPACT ANALYSIS AND FINAL APPROVED ROAC CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMENTS. PROPOSED SALAMANDER CROSSING (3 TOTAL) a' INVERTED RETAINING `WALL9NDCULVERT HEAD WALL SYSTEM I / i SALAMANDER TUNNEL -O- FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT Y J •. 'f ' �1 +I • • rfl I i� r AD - OWNER of Tax Map Parcel 0460MO-00-018BO: HORNE LAND CORPORATION, a Virginia corporation By: / 0, *1 Ann O. Haugh,' Its President Date: -- -8'1•�, v_I_4 ---- OWNER of Tag Map Parcel 04600-00-00-018D0: CRAFTON CORPORATION, a Virginia corporation By: - - -- vARZ a Ann O. Haugh, Its President Date: -� A C Y 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 O4600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019131, 04600-00-00-019113, AND 04600-00-00-019134 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A 1, 04600-00-00-019A2, 04600-00-00-019B 1, 04600-00-00-019133, and 04600-00-00-019134 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhi11 Proffer Amendment ("ZMA 2018-11"); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers 1 D, 1 H, 6, and 8 of the Proffers that were roved In conjunction with ZMA 2015-07 due to VDOT s a t planned construction of the Rio Mills Road connector pp J road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 201841. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § l 5.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. I, 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 six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup I Iso1•s Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKee] Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019131: BROOK[ULL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, 7-- ger By: - -- - __. - - Andre - cGinty, Its President Date: - ---- S Z 3 Zo ,1 BROOKUML INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend : agemen Inc., Manager By: L,�_ Alan R. Tay or, its President Date:.. Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; 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 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. Clerk, Board of Count pervisors bye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y_ Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y CL 3/$0/2oz3 (AV H F SCOr�TT R. LINS'Z ,C-) Lic. No. 035791,E 108/0duo 8/22 �A6��IOIVAL E��1 J �Q- 0 a ►~, m 02 ::) U (f) Z to Z uJ 0 O z a. o w �� ��V) \/ 1 � z =11-12 N N W � N Q o 0 0 ao 0 V Z W ul Z J J U LLJ LLL U. 0 QC CL w J I- r F_ UJ LU O W JOB NO. 182150 SCALE N/A SHEET NO. 18 H 0 NRLLINS�Z z COTT Lic. 08/08/22 No. 035791,.�. VOL) F3 PROPOSED ASHWOOD BOULEVARD CONNECTION PROPOSED TRAILHEAD ACCESS AR6 T UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT �Z�_ z us z I 0�11 IONAL T FOR MORE INFORMATION ON REauIRED BUFFER PROVIDE PARKING, AN INFORMATION KIO_2r\ _V1 r YTT. AND A PEDESTRIAN ROAD CROSSING TO C) ACCESS THE MULTI -USE TRAILWAY or'o --A15"woo w w Uj _j Im W 0 1, 4 FOREST L AKES I\\ 011�0�11,1 _j Z > Ln LLJ j > Uj > Uj CK ROUTE219 NEIGHBORHOO SVVOO 4e SITE z < W IMPROI MENT SWM FACILITY #3 J C7,! 30'MIN. NATURAL B LA `,PROPOSED PRIMITIVE TRAILWITH CONNECTION TO FOREST LAKES 4t�4z IM!"I z Uj z WA ma mom F. No I Mo.- 00,0--- C PROPOSED �i ALBEMARLE COUNTY poto`%�� %� It L Ce < (z �< 0 z 1 1 z 0 P (I. < m: co PRIMITIVE (9LOC 1 1 TRAILWAY RESERVED STEEP SLOPE (TYP.) 0 z z P__1 V) LLJ D V) z TRAILS (TYP.) a DEVELOPMENT 0: AN COURT :'-* , VICINITY MAP: SCALE: 1" 2000 GEAVUL NOM :5 0 C" in z 0 LU AREA(TYP.) , , I t�, � Lu" LA (KOCK iS WNERS: TMP 04600-oo-oo-oifto TMP 04600 0 -00-oo-o:L8Ao HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR TRUSTEES ELIZABETH ANN OGLESBY H. ul LU < Z T.M. 46 - 1813 HORNE LAND CORPORATION 0 'oe OPEN \_ZACE 435 PARK ST 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 229m CHARLOTTESVILLE, VA22902 TMP 04600 -oo-oo-oigoo CROCKETT CORPORATION z Z' Uj Ce (TYP.) C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA22901 01. (BLOCK:iLo (BLOCK 12 BLOCK 14) PROPOSED CIVIC SPACE - EASTERN POCKET PARK (LOCATION TO BE DETERMINED DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 z z 0 N W z z 0 N a. 01 — I EXISTING -loo-YEAR WITH FINAL DEVELOPMENT PLAN) CHARLOTTESVILLE, VA 22903 w LU ce X z i FEMA FLOODPLAIN (TYP.) Al ENGINEER; COLLINS ENGINEERING F- z 11 rN PROPOSED VEHICULAR X 2 INTERCONNECTION ACCESS oo GARRETT ST, SUITE K PRO CHARLOTTESVILLE, VA 22902 (A Z z 0 < Z z 0 z 0 T R TO THE MONTGOMERY O'MIN. NA I UKAL bUl"MK RIDGE NEIGHBORHOOD 0 1: a. !Z I - Z Uj (714 C) ROUTE 29 IMPROVEMENT PATHWAY ---------- OPEN 16 SPACE A�, (TYP.) ALBEMARLE COUNTY MANAGED STEEP SLOPE TAX MAP & ZONING: 04600-00-00-01800 04600-oo-oo-m8Ao 04600-oo-oo-ojqoo D.B. 731, PG. 690 D.B. '1331 PG 450 D.B. 731, PG. 690 R R-2. RESIDENTIAL R-i RESIDENTIAL ZONE. -3. RESIDENTIAL __4 > Uj E z U5 U Uj M U LU CL tn 01 00 co CD ROUTE29 (BLOCK n 6kEENWAY 4 (TYP.) (TYP.) X V TOTAL PROJECT AREA: o4600-oo-oo-o1800 42-5S AC. 04600-oo-oo-oi8Ao 27.29 AC. z :5 0. z 5 0. U1 zi IMPROVEMEN1 SWM FACILITY #_ PROPOSED 5o'BUI1 AROUND VDOT STORMWATER- ;14 ww 4 GREENWAY 'NW (rYP.) ev UPLAND (TYP.) A P ARK it % EXISTING ARCHAIC WOODLAND IQ (BLOCK i8� 10' 1 I - � Q _�_ 0 DEVELOPMENT oA600-oo-oo-o�2oo 2o7.66 AC. 277.5o AC. TOTAL PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT TOPOGRAPHY. TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN 0 Uj Ln ?u' 0 Uj V) ?U" M 01 U zi U_ z MANAGEMENT POND :,,,.�AMPSITE AREA TO BE PRESERVED AREA (TYP.) SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN CL. (BLOCK:L6) SURVEYING ON MARCH 7, 2oi5. Uj w 0 z -7. 0 r..4 EXISTING ioo-YEAR RE M BUFFER (TYP. FLOODPLAIN (TYP.) waft afta DATUM: NAVD 1988 UTILITIES: COUNTY WATER AND SEWER 2u cri < Uj PROPOSED RIGHT IN -RIGHT OUT� LZ -two "*ft % 0 BLOCK *10 z L 0 CK 4 FLOODPLAIN- THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 5:1003Co28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF Uj Ln T-4 1_� In tn V-4 1_� V" w V-4 1%� %o V-4 ;:�� %ol V-4 za�! I cle) INTERSECTION IMPROVEMENTS. SEE BROOKHILL TIA REPORT > 4ip 7 TRAFFIC CIRCLE/ROUNDABOUT MAY ALBEMARLE (fOUNTY soon MONTGOMERY RIDGE THE PROPERTY. 0 v-4 C> C� C) V-4 ziz C� V-4 Zh_ a FOR FURTHER DETAILS', I 7 MAIN STREET BE CONSTRUCTED AT THE --.PRESERVED STEEP SLOPE BLOCK NOTES. Ln BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND P.) (TY 't, THE NORTH/SOUTH CONNECTOR ROAD —LO—C—K 3 OPEN N WANft SPACE I OPEN NEIGHBORHOOD o 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVE.OPMENT. 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE DETERMINED WITH THE SITE PLAN PROCESS. C) CN (TYP.) 4000 weft 0000 SPACE 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. < 1 0. -ft" *ft* (TYP.) "-ft - -BLOCK i. Pr "ft* EXISTING ioo-YEAP PROPOSED FLOODPLAIN (TYP.) 4 RIMITIVE A� 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE > < LU T-M- 46 -18D CRAFTON CORPORATIO1,14 TRAILWAY _k� BLOCK2 DEVELOPMENT AREA BOUNDARY (TYP.) ROPOSED NEIGHBORHOOD ENTER f \V i" EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN THE FLOODPLAJN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIO JS TO THE FLOODPLAIN. 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18-4.12. EACH PRELIMINARY SITE AND z Uj j Ln PROPOSED ioo'BUFFER ALONG RT. 29 70 'NATURAL LANDSCAPE BUFFER & 3o'LANDSCAPE BUFFER (LOCATION TO BE DETERMINED I - -- " WITH FINAL DEVELOPMENT PLAN.) "oft 'woo No. Nww u� =I woo ww" @mom "a "a. 0000 _IA_N� .41 BLOCK4 t ACRE HISTORIC jtj� BROOKHILL PARCEL-----CBLOCK BLO K S ALBEMARLE COUNTY IMITS OF PRO D REZONING 'b. L_-, SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE 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 PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. 0 < U) a rl Ljj 0 < U.1 NOTE: A PROPOSED MULTI -USE PATH APPROXIMA ATION OF ANAGED STEEP SLOPE: 9, THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER j IS PROPOSED BY VDOT ALONG THE ROUTE 29 FRONTAGE OF THIS HISTORIC MARKER FOR THE woo (TYP.) GREENW BROOKHILL PROPERTY (TYP mom. ..w ROPOSED MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. THE APPLICATION PLAN SHALL BE A FULL VEHICULAR < PROPERTY. PATHWAY TO BE LOCATED WITHIN THE VDOT R/W. 2o'BUFFER LOCATION OF EXISTI /)ON io. CONNECTION POINTA INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTO_ SHALL ONLY BE A PEDESTRIAN/BICYLE ACCESS CONNECTION. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Uj Un 0 1 1 i, i L I UNN CEMETERY TO % EMAIN DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. < U lm� V1 il j j " 6? LOCK LINE (TYP.) CB L70 10 �K6 ALBEMARLE COUNTY. NOTE: ALL STORMWATER MANAGEMENT FACILITIES AND EROSION CONTROL MEASURES SHALL BE ------ LOCATED OUTSIDE OF THE PRESERVED SLOPES. LEGEND L < U) CO I NOTE: AREA WITHIN THE3.00'BUFF-r_K BLOCvo'\ —C E!t. �O PRESERVED STEEP SLOPE 0 AmilL (TYP.) V` 0 1 ROPERTY BOUNDARY (TYP 000, GREENWAY PRESERVED SLOPES VEGETATIVE BUFFER � MANAGED SLOPES 0 N C. Z z < <L I Uj LLJ > AND OUTSIDE THE EXISTING TREEE LIMITS SHALL BE REPLANTED IN EXISTING 40 OPEN SPACE > w ACCORDANCE WITH THE PLACES29 DEVELOPMENT ioc�-YEAR FLOODPLAIN GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS FORESTED BUFFER REQUIREMENTS�' ING BROO'KHILL OF AREA (TYP.) (TYP.)' I IOUSE TO REMAIN :LgTH CENTURY P NENTS OF BROOKHILL **,WITH HOA APPROVAL, A io'MULTI-USE PATH AA SHALL BE EXTENDED TO THE ENTRANCE OF MONTGOMERY RIDGE. THE HOA WILL NE ED TO APPROVE THE TRAIL AND EXECUTE ALL WETLANDS U) BLOCK8 DEVELOPMENT AREA BOUNDARY (TYP.) EASEMENT DOCUMENTS ALLOWING THE PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE iqTH CENTURY COMPONENTS OF Lij EXISTING ioo-YEAR! FEMA FLOODPLAIN (TYP.) .4,r OPEN ioPAVED CONSTRUCTION OF THE MULTI -USE PATH ON HOA PROPERTY. BROOKHILL PRIMITIVE TRAILWAY ROPOSED SPACE ULTI-PURPOSE TRAIL' (TYPA 10 'MULTI -USE PATH TO BE CONSTRUCTED ALONG THE NORTH SIDE OF POLO GROUNDS ROAD COM UP partment File# PROPOSED TRANSIT STOP TO BE INCLUDED WITHIN OR ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL < 0 ROPOSED PEDESTRIAN TUNNEL moo" LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. IMPROVED INTERSECTION AND STOPLIGHT.. SEE BROOKHILL TIA REPORT POLO 0 SED IMPROVEMENT TO AP roved by thc, 1-d icItt Supervisors ooil, o\4r-­1 0,000 EXISTING loo YR FLOODPLAIN FOR FURTHER DETAIL, GROUND S FA 7-cc R S ROAD POLO GROUNDS ROAD FOR 1>43 (0. TURN LANES - SEE THE POLO \40, STREAMS JUNE 15, 2015 13. "Pki 26 3) GROUNDSROADWAY IMPROVEMENTPLAN anner LOCATION OF HISTORIC RESOURCE TO BE PRESERVED 1-,- Uj _j I,x APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30'BUFFER ALO�i6 FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD or DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. SEE PROFFERS FOR FURTHER DETAILS GRAPHIC SCALE 200 0 200 400 800 f—A PROPOSED LOCATION OF CIVIC SPACE io'MULTI-USE PATH PROPOSED LOCATION OF HISTORIC MARKER — ---------- CAL It F_ U Uj rn 0 Uj Uj JOB NO. 182150 14 It T.M- 46 18C PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION IN FEET SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA. PROPOSED ELEMENTARY SCHOOL SITE n— SHEET I OF 1 'Z I inch 200 ft. SCALE N. T. S. SHEET NO. 2 0 LLJ Li z LLJ C) 14- 0 4- C Q) C 0 U C Q) M 0- x C_ 4_1 4_1 :3 0 -C -4- U) z 0 D L_ 4_1 U) C 0 U L_ 0 1-1 0 6 -0 C 0 C) D L_ 4-1 (n U 0 E 4_1 0 2! V) :3 U 0 U) 0 U) 0 0- D C_ 0 V) Q) -0 4- 0 C (n _0 C 0 0 Q) 0 -C 0 Q) -0 4- 0 C E 0 0 z Of Li LLJ LLJ U) 0 U I+- 0 >1 4- 0 Q) U) U x G) Q) Q) 0 co 4- C Q) E D U 0 0 Cn Cn 0 Cn 0- Q) THO WAY- - - , � � _ TH WOOD 8OULEVASH SC OTT R. LLINS�Z •C.) Llc. No. 035791 'LLJ; / 01/19/23 I Ql-\ ` \ \ ' ` J I I f I ' \ \ I ` I t O�� �� z 1 / COURT ONAL I / I NV , , I I _ ` .�. / \ \ 4Q`' , ` ` 1 ' ` \ ,. . -- _ _ _ - _,_ / t, ` \ • ` / ' �•� Ir �, >� . o N", . I tit BLO 3.3 �,I Q w w i SbP2o21o00 1 & - ` .�_ SUB2o21o0066 � ' ` � o t � , , �, I I o 0 INITIAL SITE PLAN & _ \' O' I t / , \ _ \ v r ,- PRELIMINARY BLOCK 15 �' A �� O" -' ', �. \,\, j I J z z r YAN COURT SUBDIVISION PLAT k APPROVED �' - - / Wi I \ , z w w _J__ oC 08/10/2022 ♦ - �\ - \ I� LU I - LOCK for � ,� � SDP202100016 •� / / >', \ z FINAL SITE PLAN e ♦ / _ w _---� - O ~ ~ APPROVED - \ / .�'� _ _ _ _ - - - O /02/2022 / :.�`� J J I ' SUB202100204 - ` t` / , ,/ w Q z z I =FINAL SUBDIVISION PLAT/ .: SD�2o2100031& �� /� _-' I \ ��\ '' ,��� \� �■■� w w 1 APPROVED - o /1 /2022 .- �t ♦ / �Q' `\ i \ �\/ - _-� / ' ` \ o 0 ' I 1 4 5 SUB202100066 INITIAL SITE PLAN & z z \,. �► PRELIMINARY ,, \, W 0 0 II !a ti�.1� t1a I II I ! • w�i i:. .. �-1� -� • �� SUBDIVISION PLAT � ` r ww APPROVED r ' 08102022 \ / ♦ t _ _ BLOCK18 - -- \ sr , 2`® - ; + a -�SDP2o2oo0059BLCK 14 o2i00016 �/U2020006O 41 N _4t � u1 N Un a a: a- N rN-1 CXi N Ma 1 i II i' _ i ! 0 J ' 01m N Q lY d �t ! FINAL SITE PLAN APPROVED - 05/02/2022 SUB202100204 FINAL SUBDIVISION PLAT- APPRO_VED - 04/11j/2022 a \ LOCKS ~� / INITIAL SITE PLAN & PRELIMINARY \ SUBDIVISION PLAT If I \ G- \ APPROVED 10/2 /2020 ' 3 ' N N M 8-�-�� -�1 - FINAL SITE PLAN 18A1 `( / \� / , N N N --R f , / SDP2o21o0016 ' M ` I o 0 0 --� (SDP2o21o0082} -AGO w N N N FINAL SITE PLAN \ �' �_ SOP \ ' _ 1 APPROVED - 05/02/2022 . �O - o 0 SUB202100204 a` yGI I �, o 0 0 --FINAL SUBDIVISION PLAT / APPROVED - o411 /2022 13 202200017 SUB202200058 \ _ INITIAL SITE PLAN & - ` - PRELIMINARY /'"� �-7 \, p SUBDIVISION PLAT , APPROVED 07/20/2022 o ROAD PLAN APPROVED SUB202100026) -T/11 M o BLOCK 4C 1 O 5 , CY) If BLOCK 3 ° ly BLOCK z . 0 1 1 t , o 5- %.0 %-1 x Ld �DP202200017 , , / \ , / , /- J SUB202200058 ' \ /' \ \y _-- - - - - ��� t / C + J 0 0 \ l ' ! (� I r ! , ! BLOCK., ° INITIAL SITE PLAN & / 41 0 APPROVED - 010 2021 SU62018-0011 \ - - / / � PRELIMINARY �• v ,� SUBDIVISION PLAT - ' I Sh'2o18000S0,v l �� r ' I t r` r ` W APPROVED /20/_ _ FINAL SITE PLANIF o7 2022 ° ROAD PLAN APPROVED APPROVED. B OCK 3A r B202100026 12/1712o18 r (sv BLOCK AREA SUMMARY O \ `. 7-7-.1 wan now now now own 1 ✓I / ° ' 00 -W000 _ f r ° °O 01 o} BLOCK 1g 1 o o ( ° ° o A A BLOCK 6 o Q. 0 f SUB 2017-00117 _ ' o o � ' i o° d ° i , t ` ,�.. � A o 0 / II I I B O K � �._- � ° � - ° ° !; ? , �� t SDP2o19o002� - BLOCK7 ` r� � 0 ° i FINAL SITE PLAN _ o IfA APPROVED `\ 0 1 _,;��, ° 0 4/23/2020 BD 0 O P201800054 � INITIAL SITE PLAN " , 00 ' 0 , APPROVED - 09/07/2o18 I µ \ o SDP201900015 \ _ FINAL SITE PLAN Y °°°� Q\ woo APPROVED 6/1S/21 .• *"r _F i ` l 0 / r 0000 COG RCA PO 00 6113 -0:4 0 0=' ° 481 ,0000 , ° ° r O� °°°°° . �. 2 63) ' ° LEGEND: ' O I � I oo �09� I' o I al h ° Y 00 �0 i ! i 'p 0 (APPROVED INITIAL SITE PLANS) , I ,o °eS°°° 'jI PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT GRAPHIC SCALE (APPROVED FINAL SITE PLANS) .___----.Q.�.sb 200 o 100 200 400 soo if I _ .� c 0°°°°oPROPOSED RESIDENTIAL DEVELOPMENT o (PROPOSED INITIAL SITE PLANS) dl O I V ( IN FEET ) ' ; 10 I I j1 inch - 200 ft. I �! Ii ° I I 10 110 I , I DP2oi$OooSo FINAL SITE PLAN APPROVED 12/17/2018 ROAD PLAN SUB2017-0011 BLOCK 'B'INITIAL SITE PLAN - ' '_ SDP202000070 (APPROVED 10/23/30) BLOCK 1C INITIAL SITE PLAN SDP202100064(APPROVED 9/23121) BLOCK 1D INITIAL SITE PLAN - SDP2o220001o(APPROVED 4/14/22) M DP201900078 INITIAL SITE PLAN APPROVED - 02/21/2020 `1 SDP202000035 f FINAL SITE PLAN ROAD PLAN Block Land Use District Area Per Brookhill COD (AC) Proposed Area (AC) Development Area (Roads, Lots, Buildings, Parking lots) Per COD (AC) Proposed Development Area (AC) Greenspace/Amenities (ac) Civic / Parks Required Civic / Parks Proposed Greenway Required Greenway Proposed Open Space Required Open Space Provided Buffers Required Buffers Provided Total Greenspace Required Total Greenspace Proposed 1 Neighborhood Service Center 12 16.492 12 11.17 0 0 1.81 0 0 0 2.18 IA Neighborhood Service Center 1.24 1.2 0 0 0 0 0 1 B Neightborhood Service Center 6.792 6.3 0 0.14 0.37 0 0.51 1C Neightborhood Service Center 3.65 3.65 0 0 0 0 0 1 D Neightborhood Service Center 4.81 0 1.67 0 0 1.67 2 Urban Density 6.3 7.03 5.1 4.9 1.2 2.11 0 0 0 0 0 0 1.2 2.11 3 Urban Density 5.8 5.22 5.8 5.2 0 0 0 0 0 0 0 0 0 0 3A Urban Density 3.42 0 0 0 0 0 3 B 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 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 4C Urban Density 6.05 - 0 4.65 1.4 0 6.05 5 Neighborhood Density 12.3 10.75 3 0 0 5.7 6.25 1.5 1.5 0 0 7.2 7.75 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 8B Neighborhood Density 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 0 1.8 2.47 0 1.27 2.8 2.49 4.6 6.23 10 Neighborhood Density 4.6 9.66 3.4 5.42 0 0 3.6 3.94 1 0.9 0.1 0.3 4.7 5.14 11 Neighborhood Density 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 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 16 Neighborhood Density 9.7 13.89 8.4 9.25 0 0.00 1.80 1.95 1.30 2.01 0.00 0.00 3.10 3.96 17 Neighborhood Density 15.8 16.1 11.8 9.78 0 0.55 3.30 3.06 3.80 3.25 0.20 0.15 7.30 7.01 18 Neighborhood Density 34.4 36.55 27.3 24.73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 12.3 19 Brookhill House Parcel 3.2 3.2 0 0 0 0 0 Total 1 223.9 1 196.172 166.7 105.5 10.3 3.799 53.6 38.51 28.8 19.61 16.0 11.23 108.7 1 73.15 CL. 26 v Z W UI Z J J V V w rMn w w z z w V) Z J I O O c 0 U In N a x N a� 4- D 0 O W 0 U D L 0 U L_ 0 0 c 0 0 U U) C 0 U 0 N E 0 c Q U Q) 0 0 U 0 In 0 a WI_ 0 0 En J Q) a) -F-1 0 zo -C U0 1 O0- r '14. J m T� o J J 0 C _0 W1 N U r-I> _0 0 O0 0_ J H O U o oE ° O o W Z w w z_ z w z J J O 4- 0 o Q) o CL ILL a� > .r^ U x N a) LIJ F_ F- o F' E w :3 w = o U JOB NO. a� 182150 U 0 W 0 SCALE 1 It =200' SHEET NO. Q a� 3 '' __ I _1, - '- `--I,,I I-,, I -" ,'", I1 1.I I, ,,I . 11 . " . %. I I \I"I I I,,I\',.. ."1, ,, I"'1 ,"I/1,. 1, ., . I.IlL I .l_'I iII , . -I.,1I 1, . ..I .-..1.11..:.,I .11I.; 1.I.-.I I.I !I . ,: - II II I f 1 ,II "-,-./ /:I IIi -. ,I 1 -,/I . .. I - i ,'.1 , ,I'...I, I, ' I - -�I�.\( ".1',I ,\. 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Q" '.�:-1 I.., \�,I,)., �.�,. 6*7\ k:I \.- � _ -a , *a (,._0I: . _ ' / a /IO I/iffi _",,, ­ Y, \(_, tI . .I /.j 7. -,x . ` ___-_ _.__._ _ ♦: 4 t 'J �/ , \. w i .y , , / PUBLIC GREENWAY TO BE DEDICATED . 5 i �, . ,. s \ i �.. ALBEMARLE COUNTY - �s �' ,. / _ ..� _ i I - R \ 1 �1 PER PROFFE #2 OF ZMA2o18000il - �`� _ t ' .. 'fir _ - IEW) � a - r ,, / / -. _ 11- -�. •- - P \ , r \ - ___ ! ......� I ... s -- "& V .. \ - -,/ \ - j Y } ;.0 ' /// � � TMP 04600-00-00-09B9 � .......... • --■-�- ,__-� "_ - -- •r.:,. --# .-. \`\ - OPEN SPAC REENWAY PARCEL - - __ s .• .. - - , -B OOKHILL MAS R ASSOCIATION INC. ---�''�""► . r �, L \,- y- R - e, , _ .='" �i .••R •••• • { ••• • _ -y,y .B. 5512 PG. 303 . - - • .. ,-�-� - ::' :. 50.72 ACRES �' 0 .-- -- �\ somom .m /��� \\ / / 1 .. • i \ \ EXISTING STREAM ) 5 , �. - '•L 'I,, � BLOCK 4C o �/ .522 6` \ 3 �.� s /' N ,. ' - �� ��� S802 5 34.010 / Zp51 R 12 50 ( : ♦ \ o , _ '� 00 a 24.45 - - ,.• a169 L=19.63' ,.- ' r- ,y ' - - _ - .:-_ "'1-,- -. g7a'16" S3� 52' 4'18 qa E \ r N69 1 _ _ ___ _ . -_._ \ \ ? ©o , N 79 132.24 (� N82'27 E -� \ J %;0- � I i 40 62.210) of \` N ` ` �� \1 -.\ Oo 8 \,-^ N O �_ a ` t. __A_., 1' - -- *' o0O S; O • \ .,. ,. �LO� _,_..,., L 1952 B OCK 1 `'�- -- 3,� © 0 :• : :: 1 IMITS OF OPEN SPACE �"" - 5' _. _ •. . g L ; R 12 "ti. 4 ". LIMITS OF FEMA APPROVED \ 0 0 -:.. Z-_._____. _.___ _______ 0 0.. �` GREENWAY PARCEL / TMP 46-19BA -::, Zoo YR FLOODPLAIN X -� •. :\ \ 0' 1 ' N/F CROCKETT CORPORATION -_ � \ \ o .. 0 ` I ): 9 \ � 1 -_r_ DB-__.5626 PG 484 `/ _( ,- LIMITS OF SUNNY •' © ; I 55.79 ACRES \\ \ '` DAY DAM BREACH` ®I I i / I ti \ 0 0� �\ , EXISTING SANITARY SEWER AND - h a ®' `�= . BLOCK i6 20' SANITARY SEWER EASEMENT '� : '0 I \ \\ 1 \ �-' ' LIMITS OF PROBABLE R=830.50' DB 1 o PG z �, ��, � / 45 , 3 3 � , \\, 0 / ! LIMITS OF MAXIMUM L=375.21 1' % ! I " moo.' SUNNY DAY ' PRECIPITATION (PMP) PROJECT BOUNDARY (TYP.) f \ O 1 INUNDATION ZONE ,% r / \_ \ DAM BREACH I ,/' , `` / - 1 0 \ 0 i ` / 1 ` °. r, ,;j k �` _ ___ ., `r �% B LOCK 5 \ ° o © , ,,,f. ,, \ '� I \ ° 0 0 ALBEMARLE COUNTY I\ °' ' ' f 0 ® MANAGED STEEP SLOPES , f P, , ,fr �f ,, > �p ® i \.-` $ \ ; ,q __.. i_ 1" __-/_'_*_, - '. '_� , / "\ I,, (d"�;I,IA.,... .: .,,,.,././i."1;Ii . "i ,.--. . 1- .., 1I-IIIII ! . ""/ "I I , I -/. , ",/.1�IWi!,! If, I, 1/\_,'If ;dIi",, �l-I4-!i,, 11 �l1 I 1I", /iI I \ ,!i'I �1I 1."11 I ,1 ,I 11./ /II .. , ,,,/I\/71.II" �, \II,I . -�k/ I �,/�//,, I I I" - ,/ /I /", a0 , ar -:/ ,',_��,_0-.I-�'- `Lf II II 11. / , , 1, __., I . ,// -'' -_ ,.x _� .11, I 1. I ,,, " / , /;"/'' / / " -, 'XI/1,11, , /11. / ,_ - 11 / 0 / (a -_ , . - - I i 1 I i/ 1 ,, 1 / , . "ji, , , --,.,- I Q 11 q-- ' y, [- O I r I \# ;I o - ;i , , 0 1-//i -.0 I /� /i,_ I I I"0 ` BLOCK LIN TYP - 1 1 J /. .\. BLOCK 2 ' , E . • 3^ // - r;. , :. .N i r -r 0 y 3 O O O � , 0 ­\ o BLOCK ` ; , ---\\\ ,I \/"I\,�,a---",I / I. \ oU I (0 , N p3 2 A �� �� �' Z R=750.50 \ �,� ` ./ - . 3 /, / 40p e 5. TMP 04600 00 00 018A 1 ` _ _ / , BROOKHILL TOWN CENTER LLC \,• 0 0 '` L=19.98' _ N D.B. 5659, P. 394 '' �, 4 j '` 0 20.71 ACRES ;,, , .` \ / - ;; j ° � ,f • ` O a% J. v �' " \ \ ♦\ o_ '� � ALBEMARLE COUNTY N 1 '14'w o -� ' 80 5 \, / -\ �1 PRESERVED STEEP SLOPES I-, I \ I '_� I _ - - t., 1. i , 0 NnTF■ THE CONSTRUCTION OF THE PHASE II POLO GROUNDS ROAD IMPROVEMENTS (PROVIDED UNDER A SEPARATE PLAN) IS REQUIRED PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCIES FOR BLOCKS 16 & 17 OF BROOKHILL. BLOCK 18 GENERAL NOTES: 1■ THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 2. A PROPOSED GREENWAY IS SHOWN WITHIN THE LIMITS OF THE BLOCK 16 & 17 DEVELOPMENT. THIS GREENWAY HAS BEEN SUBDIVIDED OUT OF THE SUBJECT PROPERTY AND IS PART OF TMP 46-19B9. 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE PROJECT SITE. 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING WATER LINES ON THE SITE. r �. / 1-11 1-1 I ! _t� - __ ,.. - - --- ' /' / \"- �_ / w. �_ _ ,• r. .11 - , "I - , i ! I I / /- -, j r,, - - / `' `r, j f � t� .� r - _. �, - •� \ \ 30' NATURAL BUFFER ALONG ✓ __ ._ `ram r _ PROPERTY'S PERIMETER -- I ^� ' - r �- / i --``- �� _y / � --� /,- -� \ \ �,\ - '� W L 17.99 , ,� ,� , - \\\ \ ___ - - 1. 1. . 11-1 \ I - _ ,_ .�_ � Y_ .- N1 - ,\,, \ \. - - ! " 1-LI'I�I"'1I, 1l, l//, __'-�'f,-,/�-./4-- i i ° _,1 I , I _I .._..)/, ,;_�Iz -I , , ,.- A._. _... _I -..,AI..,. - 1TI/ :,_ . -� I "II,I , , I. i :. II'I "/, . a\,.-1 --0a a \'0 I I ,�4_. : �C1;1i a:00 '(,1t!100 C4 _ \' _.c0vi: ;_*Z/ A- , ( I 5/- - ) I \ , .1\I �I -I !�\ ,L1 -/-. '',4/ I- w .�/I, /"-/­\_ . // '" / \ \ II _1"/�, 1 _//4, �/ /I11 I_ :-// -_I e/,,,/ /-/ -x I" _,/"_4 '_*_�<01,*_i oI 1, , -II ,// 1,/z/� �-_._I1 / �. /� ' / r O+ / 0\,1_,- \/ /j _i_i 1 ;., / I _I ,1 ,1T1- I _,I RL==v-721"55I04I1',P*011I I..1- 54-,1"7011' 1.-1 4I "� / ,­1,�'./I, " ,1" .1'/_ I 1,/�11 ; , : 1/ / ,\ �,1I,/ - l\.I '/\ _1 \"Pm , _, _/1 -111 .1 1I ,-\x,.t,1IIeo-n1- ,11- < 7- \ ,",_ 1, / ".1. � 0 1,,." ,I-1.1,-".. I -I 1:.�1, /1' �I"\ ,t/." I ,"� I/ \ I / 1\,1\ -\ - _ - -_.-_-/xe_I_\ �. _/_1I ,I1 I _- I-\1-1,I-,/,,\ \ X' / \_­,\ 1�II.,/ !1/ 0I ,0\ X.. \/---/ 1,-- ­- \I , /i. .< _V-- "II ll- L / "\ I�_ _1-1 II ,/"" __z I \ �i "1I '/ ,�.---- ,/ / } , 1 p I , '' "\; .-\ \ II" -_t .%\1 .I -- F L\ ,/ \- / -1 .' IN\ _ DI-\N,-, I /_S� f y, © �/ s / . . __!-_r _\k. �­:-_- _""-,1�-1-,I 41 ,-_I-1I-7:1& .1-. _.41..., lI _- .'_'1"I '1',,1.-v ...I .,-'I-'__ -_1?_i- _,' 1, '1 " -. _'-,_'_i.I_ ­,N_,IL1%1I _I ,,I_ I\ ,I -I I "_1,,I 0�I­\_,I m.I/,-_I I I 111II u-1:I1,0m_-1­1,1/_­_I_m7 -_­ / a - 1- ,-/'1I-'ml1-I:1­,-S-I 'Z/",I, 'I_ -I, L1/1-a , -"-_-7% 1-1----"-71-1.1\-71m1.-1-I-\ _­m1I11, _w.-11 r / Oo EXISTING LIMITS - 0 , F THE LINE -- �' \ I 11 0 , O E _ y -*S o \'I-/ _�/IM 11'";\. ,; iI / ° i LIMITS OF PROBABLE _ - /"' I I - EXISTING WETLANDS (TYP.) , v, 1 / .' MAX MUM i \ ®� - 0 N PRECIPITATION (PMP) / �- \ -/I/ - _ / / / \-\lI /-> II I' / / �W INUNDATION ZONE % _ _ - - } BLOCK � r` I o 1 - Y i /% i 1, / z R NWAY TO BE DEDICATED TO / - } �' / o PUBLIC G EE 1 ,--`f - - ;'' / f _ I; / f • :� I ALBEMARLE COUNTY ; % - / 0,• '' I,�' TMP 46D-B _ - _ r .•. 1, ;. I I >, .ice MONTGOMER ASSOCIATION - - \ _ � O ROFFER #2 OF ZMA2o18o0011 // j DB 3433 PG 132 i i 1 .-. -.-- �• �, I _ _ . ; _�_ � - BLOCK - - ;` f /� / NOTE y ��_ � -__ O f \ ` , ,� _ Cp ; ;� �' PROJECT BO NDARY TYP. ____ _ " f (/1 0 / i / U ( 1 �~ / - _ ,. c \ "3` • _ THE EXIS NG CO . I -�8 ��/i \X - / © NOT MATCH THE CURRENT CONDITIONS ,, ` 4 DO 00 018A2 , y r i 1 Z i� '�'~ OF THE PROJECT SITE BECAUSE THE ROAD F - \ I CROCKETT CORPORATION / / ; �. @ i ? ` �l I i � \ f Q \ / � \ r :.� i 0 I N ; ` ; D.B. 5580, PG. 415 ; : - - �' , I- \ PLANS HAVE BEEN APPROVED AND ARE `` :� 0 * � 1 , ', � } 24. 98 ACRES f r , ` ;.\ r \ 4 UNDER CONSTRUCTION �, ; i • • 111III t w, 1 . l _ • a o O \ • • ` • • •` \ ,.4), 0 0 / & EXISTING ONSITE �'�, /'. \ \ \ ���' \\ IL . VEGETATION INCLUDES A ' 0 /­, \ \ © \` ,� ; _ \ :: j `, ' MIXTURE ®,F DECIDUOUS & 40 \ , �-- \ \ OO \ /\ •:� EVERGREEN TREES. �, �' \ \ \ f, \ \ ? � / \, / 0' \ TREES ARE GENERALLY - -- �T '_. � / \ \ ` \ z - v 0 / o LARGER IN DIAMETER ♦ , f y,. 3o NATURAL BUFFER ALONG \ / \ I WITH TALL CANOPY AND , , /0' 'j PROPERTY'S PERIMETER /' , , r LIMITED UNDERBPUSH \ \ 0 t \ - / / \ \ \ \ - \ / EXISTING SANITARY SEWER ANDS I A , /R=9969.50' , \ \ \ / \ \ \ - / \ \ / 20 SANITARY SEWER EASEMENT i (J \ \ � \ f1 ., ` .� � , \ \ \ \ i / i \ v D.B. z45o, I 313 2 / , LIMITS OF `� f ` \ \ z ` \ ` /' \ / \ SUNNY DAY / DAM BREACH *� \ / z \ \\ \ , \ TMP 04600 00 00 018A0 \ \ CHARLBS R. & ELIZABETH ANN � , . \ 0 �- \ \ - \ / / BLOCK 7 ' QGLESBY HAUGH © _ , \ \ ' J ._-. - D.B. 1333, P. 450 0 - - - " LIMITS OF OPEN SPACE _ �,��� \ 1 '/ I % - \ \ ''/ \\ \\ \\ ,,I', \ TMP 046 00 DD 019B9 t - ' / k .r ''' ` \ 25.49 ACRES 0 - GREENWAY PARCEL ,� / ; o r \ OPEN_ S A i GREENWAY ` I W ?,, ,,ti / / \ \ ,�'``` / _ \ \ \ /\ \ \ 1 0 / > o MRCEL V ''�' �\ \ / _n� \ . \ r T '�" l \ � / " \ \ i ' / \ • RO KRILL MASTER TIN PR P RTY X \ \ Z EXIS G O E / \ \" \ � _ _ / \ o S OCIATION INC. LINE TYP. i \ \ \ _ _ - _ . / \ . ( ) f. ` 3 i / -` 0 D. 512, PG. 303 I/ / \ >''` - - - _ ,.�--- 1 �---- : . z /, \ \ ONTGOMERY RISUBDIVISION _ 0 5.72 ACRES i 0 EXISTING STREAM i ' M "`"--_ I \ EXISTING STREAM I _.. • ., / - - - . - \ 3 ` \ \ i • • • , 1. - �i , ,, 30' NATURAL BUFFER ALONG \� �_ 0 : '.'.'.. :; - PROPERTY's PERIMETER ,j \ ( EXISTING TREELINE (TYP.) R-123o'So, / ,� f% , - o ,J L=141.71 EXISTING too -YEAR FLOODPLAIN (TYP.) o \ ,,; ;) 1-=- i✓' \ \ �/ \� \ ' /%/ � - �� EXISTING PROPERTY LINE (TYP.) ' ' . \\ 0 3o' LANDSCAPE/REFORESTED �_ / / -- / \ �11 \ `' s' \ BUFFER AREA �� / 0,0� EXISTING too -YEAR FLOODPLAIN TYP. \ , , `r i \ / \ Y` `�. EXISTING 12" SANITARY SEWER TO REMAIN \ O' _ ' /, (�TQp f \y\�/// 0 /` v s- / I ', © i 0 �, C PORTION OF EXISTING R/W TO BE / i / , TIN PRIVATE LANDSCAPE BUFFER EASEMENT % . , r• / \ / \ ,\ � EXISG 30 / 0 \ ♦ -�. 0 VACATED WITH THE IMPROVEMENTS TO , / / , \� D.B. 121 PG.6 -6 ' \ ` 5 44 75 o ' (. -\ ` POLO GROUNDS ROAD (SUB2o1 0011 / / � ( / y 6 r 7 7) / i , 0 ,� N09'38'05 E i o ;� = a /` \\\ _- _ / % 29.76 R 369.50 / \ - - - / / � C $i L=208. Y S80.2155 E 0 \ i \ / / % % -t -�, ; �� O � i 0 0 37.00 / EXISTING o PRIVATE LANDSCAPE BUFFER EASEMENT - , / -,C � I ° \\ �,, � EXISTING EDGE OF PAVEMENT TO BE REMOVED o , fir I \ A C \� pi 0 3 , -� � F -0 �� . I\�I ,I.-1_- .44 "-,. _- I I II -! :1,\I.JI_�,I.," , .".,,/ ../.1., , -.1.I1 .. -. 1'' -I I -;/_-" ,_i_.-.',1,I_, -� _-. ,r _,"_. II a 1­.1, /\II 1\1._y 4,_/ _f-I"a �. _., 1_I,I11!111 ,_,11Y__11 ! .­I!1,, N1, _!\_, -I ,I, ! __'. �I -..,__- I �,IA,__,�,;_­_,ia,I_'f1­_i i I ­,, .,\_/f _,,_-,/ ­_1''I"_Z""__"�A/I -_I,j_I. ., .!1 ,I ,. I0 �"_._-I, , " I. ! / j ­_-I_,/./-I,­- 0I./-/-0 I.j', , ._'-, I . :I, I 11/ ,1I (",I/- 0, / I , . "" 1, 1.,�/ ,I II 0" :!II ,' I/_,. I ,, 1�1., 1_1';(, . _1I .;.; 1;/0,_I 11, -- //,�_\ ,,'"_I,_­0,_I.._`.-..1_�.�I I__1. (_1o___-1, 1.1.- "­'_,l1, -. -;<,-,_-,­j_--1­1__I "_1I � _1-_-"I, "- ,,\_ ` ° ° / D.B. 121 PG. 6 -6 / - - 1,, " ,',: _�II __/ _: . ,/-, II;.,,/" / 1�/:I1-'_/ -(-I .I 1._ 1I _ ,1II1_ik _.i .1II/_. .�I I ,,,1 ,, -I.I ,1, I -1 9. _I\ ,..1,\-,,:. - (Q-I ,,-I-NI-- -Vi­!"-_, z"I V-. I .I-'P-11I-�1k-i , I;-­iI I .-I I� / \I-1 , -A\1-1I I1\a [-NIII_/-(_.,,I._ I ,I I.� -' 1.iI I .,-,' a / - / N/i1 ,_0 __�_ - .\ ,I \- �A,�*I \. -_. :.. I,\ _:)/--7:.\%:­/ ®o \ \ :, : &REPLACED WITH THE IMPROVEMENTSTO ; _"- �} 0 \ /f` �,. C so9'38'05rw ®(-/' S 44 75 / /, / , ! �� \ \ 0 :` " \1 POLO GROUNDS ROAD (SUB201700117) I 0 0 7 ::.' '. . iI :'ij , .,`. :I �/I\P . . .IfI. ,- ./\=I.�4,. -._ _.-II A _ _-`� \ n 0 28 0 i . _ 0 ' I �' III _ II Q. _ I 1#I I_*)I -_/' ' "_ R=33.50 0 / EXISTING 20 DIP SANITARY'SEWER / \ +�,�y/ o s2a'o w .... O _ __ _ 41.12 ... / `_ - - --_ - - ___-- ZGi 0 S ----- ---- ` , .... ---- -- ---- _- ' _.._ _ 0 5 C, G ..� -\\ - 1 ,- © / v •� POLO GROUNDS ROAD o R=33.50 � .- �' �, " 0 0 ' ' o - o 0 EXISTING EDGE OF PAVEMENT TO BE REMOVED / _ - - - V _ _ Oo 0 C 0 "=-b�' L=19.81 S10.75' 9 E / i - - / _ - - - --- __ R=1297. 10.75 0,--� ____,{, - 0 (VARIABLE WIDTH} :_ =1 9� 0 & REPLACED WITH THE IMPROVEMENTS TO ' i - - / ,,, __ _._ �- /GRAPHI S E \ ®--(O_Q0_ �Q__Q0oo00000®00� - - -- z: _ 0 POLO GROUNDS ROAD (SUB2o17o0117) �1/ I , - - - -_ .._ ` / r� 72 CMP v c __.-_ O T 4 U D - / 100 O 50 100 200 / . EXISTING .•:�' - _ _. CULVERT &HEADWALLS XISTING R/W (TYP•) h :.- MP A \., . I _eft , \ \ _ -. -_,-- _ - EXISTING GUARDRAIL _____ _ 0_ \ MONTGOMERY RIDGE OWNERS ASSOCIATION , . / I ' _ TO REMAIN EXISTING GUARDRAIL `� ®` PG 472 - ' i \ __ �, -._. / CROCKETT CORPORATION EXISTING GUARDRAIL o9 l�._1 _` ` DB 4102 TO BE REMOVED TO REMAIN EXISTING 48 CMP CULVERT - _ EXISTING EDGE OF _ _ _ ,��-� �, TMP 04600 00 00 018C0 / ... 0 �.� (I T ) -�`-:._„ ,, _ - -\ ` , � --- % - N FEE \ _ __- '-__ PAVEMENT TO REMAIN - / / _ __ _ 79.50 ACRES SEE PHASE 2 POLO GROUNDS ROAD (SUB2o17o0117) EXISTING GUARDRAIL � - " EXISTING GE OF \ inch - 100 ft. \ / ---. - - _ _. __ © / DB 624, PG 193 EXPANSION PLAN FOR ENTRANCE DETAILS TO REMAIN © o PAVEMENT TO REMAIN L ,,\ \ I \ _� � H OFF r�G, O SCOTT R. LLINS'Z L) Lic. No. 035791,E 1.60 01/19/23 ��' SIGNAL E� 0 L U w z O w w Q 0 UI Z H � I� Lu IO O U U z z � � 2: 0 0 m Z) Q a � :5 :� a. a a w ui w ~ � U) Q z z z � w w 0 0 V) U) 0 0 U) ul) w w Ce Ce N N M N N N O O O N N fV 00 N m O .- ,-r 00 m � O O O VJ r_ OY) M N 4 (y) i N O (N N Q W .J .\J I U) w F_ Ill- Q T_ U w rD U) ll- W Of U) I- W 0� L■L r< V O O N z a L C) z 0 F-4 I"' F-i 0 z 0 U V z I-' V) F--� X W w w F- � � W w a U) JOB NO. 182150 SCALE 1 "=100' L0 SHEET NO 4 TYPICAL VILLA UNIT N.T.S. PROPERTY LINE -- -- -- -- m - Ili I I I Ln m I - - - -I __ ._- I- __ _-- S4 -- -1 1o'x16' so'xi& 1o'x16' DECK DECK DECK I 3° I I3�' 3a' I ISECONDARY SECONDARY SECONDARY I ENTRANCE ENTRANCE ENTRANCE M BAYBERRY I I BAYBERRY(M) BAYBERRY(M) BAYBERRY(M) V1 I 5' SIDE SETBACK � - ^ - m I -1 ac I T 5' SIDE SETBACK r I I I I (2) CAR (2) CAR (2) CAR ! I GARAGE GARAGE GARAGE ' 21'x22' 2o'x22' - - - 8' 2o'x22' - __ - B. PORCH I I PORCH I 8 PORCH - I I PRIMAR - PRIMARY_ a ENTRANCE _ _ �$'?d 4' ENTRANCES i8' _ 8' MIN.,SETBA& ' S S -- - - r 25' MAX. SETBACK _ . _ _.._ I CG 6 CURB CG-gD j CG-gD �Jl CG-gD !, PROPOSED ROADWAY TYPICAL TOWNHOUSE UNIT N.T.S. PROPERTY LINE III I I I I o " I �-- - - - I-- - -- --_ - -- I -- - - - -- - -1 - - _-- - --1 I 10'x16' ' I DECK 1o'x16' DECK 1o'x16' I 22 DECK 22 DECK I I I SECONDARY 22 SECONDARY I I I -N ENTRANCE SECONDARY a ENTRANCE SECONDARY I o ENTRANCE a ENTRANCE LAUREL(M) LAUREL(M) LAUREL(M) LAUREL(M) 5' SIDE SETBACK-- I I o ' o I -- 5' SIDE SETBACK I i (1) CAR 4 (i) CAR (i) CAR (1) CAR 1 GARAGE GARAGE GARAGE GARAGE 12'x20' 12'x2o' 12'x2o' 12'x2o' MIN. MIN. MIN. J MIN. PORC B' - - 8' _ 1 PORCH I, 1 ORCH I H P IMARY S PRIMAR � PRIMARY NTRANCE , EN RANCES - 4' NTRANCE - fir" - - -- ` -'' MIN.'SETBACK . '. ; 5 S6 - - _ - 1. ;. '12' i2' - .. I __ CG-6 CURB CG-gD CG 9D % CG. D 1 % CG• D''\ PROPOSED ROADWAY * * -v--_ I CG-i2 (TYP. � STOP SIGN-� °� \ 4 z " v��el �� 49 \ / / y y y W W7 0 /; P7, LOT F ` ([1l y y y y y y / f� ' O \ /� . � ' , / I,j OT � �° / X�° / / 1 ° Y *y Okz c� 9 / ,\ • \ /�� - ,y W w y y / / ��' 1 ti � STREET SIGN �'-9q�' 48 / / c lc�l. ./ 1 ` \ "'",11" ---p , y y y y / iQ �. � 1 , ,o "� \ \ �•p , \ 11 / , / ;�$ MAT H E - SEE HEET 6 SCOTT R. LINS', PARKING ALLOWED ON �, �x �p si\\ i cF 47 / O y y6 / / ��Q � 0 00� • Cy,\� e / U Lic. No. 035791,E THIS SIDE OF THE STREET �` 'C o 0 . � ... I I I ./ y /. ,... : �; x k� � 2s'R s �2 ,^,- OT . . ,. / / ~d O1/19/23 w� PUBLIC GREENWAY TO BE y ` . ` ` °� `r�;o�0 0 4��� j BLOCK LINE (TYP.) DEDICATED TO ALBEMARLE COUNTY y y f ....................... .. ,� �_�\ �� �'� O ' • �9 _ VAR. WIDTH PUBLIC �% ( o / % . ASS ��� z AT TIME OF FINAL SUBDIVISION PLAT, y y /: ; : :: ��Q1 ` �> ��',Q�% O F\ � SIGHT DISTANCE EASEMENT �' 11, tit \ / IONAL E PER PROFFER #2 OF ZMA2o18o0011 y y y / o '� �'O�� 4�\\ \ INST. NO. 20220001018 �� �,e, . / ��� y ti -1 L ,10l � 3 �p F- I GR-2 GUARDRAIL (TYP.) _ I \ - , LA) STA. 16+35 TO STA. 24+50 / �- J� y �..',' °� NO PARKING \11X \ / / �o �� I . / .. 4 SIGN �`o . .._ ..Ilk, . �` VARIBLE WIDTH PUBLIC W ..,j... � 1 ,� a NO PARKING SIGNS TO BE PLACED . /.. � SWM FOREST OPEN SWM FACILITY AND �� �'..-.�!�, ..,'.�, ,�. � , 11, /' \ \ %�l EVERY 15o ON THIS SIDE OF THE STREET ;� __SPACE EASEMENT . .' . � I MAINTENANCE EASEMENT S I/ .'..'...I. . . . ° \ � �' / Xcq INST. NO. 20220001 18 ` r - .. = O INST. N O. 20220001oi83 .. " . 1.i 'NO PARKING' SIGN �6,� / / ... , ... z / ... , , .., a X�0 X Q STREET SIGN/ ,% ; / w (0 o0000 - NO PARKING SIGN FOR CUL-DE-SAC. I: LOT / \ i � / .. . f / ° `�Q ��L \ '• / 61� C // .............. o .. ,:, . . , 3 �, � �; �` .• � � ;, PROPERTY BOUNDARY (TYP.) /..... CG-6 CURB (TYP. PARKING ALLOWED ON .1 / / INST. NO. 202200013852 z ° , / �`; i THIS SIDE OF THE STREET dog ti°) ��/ 6/ ... . . . . . � � _j 0­4 PROPOSED WALL � Qom• � � � �5R o . ../. o / ,� w (MAX. HT. = 6') PC ' w \ / �. �� 1°X�. \ goo\ / / /.. � m o 0 * ° ti IV) < i LOT B .^_ /. . ' 'NO PARKING' SIGN / '9 z z g (a I .... I _ o° ' FOR CUL-DE-SAC 2 �I f �I' " / \ \ \ / � o Iz ,� A .,. . . . . . . . . . . .,. . ,- z y w EXISTING too -YEAR FLOODPLAIN (TYP.) I `�' $� SFD LOTS NOT / / ,' q o W �- I ;; ►� ' w 1 / / .... ; ul) cn UNDERGRC��JND 1 ! � PART OF THIS STOP SIG -N oxoo • j111111111114 ROADWAY PREVIOUSLY APPROVED > J J .. . ..... .. w Q Q 1 SWM FACILITY'B/ 0' / � \ SITE PLAN / CG-12 (TYP.) 4 ^ / �0 UNDER SUB2021-00026 BROOKHILL - .. / V) o' z z / 4 / LOT / ' , ./ / BLOCKSI6 & 1 - ROAD PLAN /. � . � .. ..... II■■�I LL_ w f / / ti 7 o f.... / 1. > / +. / �� % (NOTE: ROADWAY DESIGN NOT PART . .... . I_ /. / � OF THIS SITE PLAN) Z ,- W o NO PARKING SIGN FOR CUL-DE-SAC NOTES: V) PROJECT BOUNDARY (T`Y`P.`)) f..... � � ... � �. �.. �, / / \ // / ° //. / ) 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, w j .' I CG-gD ENTRANCE (TYP. , / / ��0 VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANYLu / .f \ � LOT \� i / / L �L DISCREPANCIES. . o I � 5 CONCRETE SIDEWALK / ••/ 0 ♦ . Lj 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL o I o ,X // . �' _" `, � 4' � / / x � � NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. :. �.. . ..,..' 4 � 6 PLANTING STRIP / ti� � � '�d 3. Q REPRESENTS ONE PROPOSED PARKING SPACE. ` � • OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 1 ' 6". 41 EXISTING PRESERVED / \ ' ' /'' � • / 4 3 - °i (�� - I . � . I , . � . I . I . I , ­ I , . .''', t I - 4' BIKE LANE (TYP.)I'll 5 ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,00o LBS. �' y ___o__- 4 y . STEEP SLOPES (TYP.) ;.f / / / ® 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING y y �,` ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT y y f / / / CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. O � � N N y y y o / / SEE SHEET FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. I y y y � (P) SFD LOT LINE (TYP.) 7. 4 o 0 f .. ,I I / ° / � 8. CURB RADII SHOWN, REPRESENTED WITH AN R, DIMENSION THE FACE OF CURB. w y y y y y I / / 0 . . 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ~Q � N t y y y y x� RV ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. � o y y y y y y oo / / EXISTING PRESERVED � � \ LOT ti 10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. ao rn y y y y y / LOT .. , / A / STEEP SLOPES (TYP.) o CD y y y y y y\ ` WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS y y y y y y :�. nn L .' �k ` { 7 5 /. ­ � ­ - / �' J Opp I'� - /. SYSTEM. y y y y y 'k k, / � �x . . / . . . ./ ii. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY \,, y y y y y ``II SFD LOTS NOT PART �, -Z A / �► � ,95, �/ PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE y y y y y y y I t LOT OF THIS SITE PLAN / 1 w �� REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS y y y y y y O I. ( '� NZ NZ FOR DEMOLITION PROJECTS. y y y y y y y o , ° / y y y y I .. ' 6 \ . ' ' 1.' '1. C�� p �� 12. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE / / 14, y y y VARIABLE WIDTH PRIVATE I, , , 1 / / . , . .... , , .. ;, o V c� J . . . . . . . . . . EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ' �.y y y y WALL MAINTENANCE ESMT - -I - � - . \ - : ' - _ x° � O 'Q I I /..... ......... . . - _ ALBEMARLE COUNTY SERVICE AUTHORITY. o / / _kk , Doti . ./'' 1. ALL PROFFERS HDEVELOPMENTF T ` y y y - INST. NO. 20220001018 O � � .' � � � �. �_ � - � - � � � � � - � � � � � � � 3 L O FERS SHALL BE ADHERED TO WITH THE O HE PROJECT. SEE THE � 3 i . .. .. .. .. .11 y y y y W Q� . ./� . � . ' . � . ' . . . . . REQUIRED PROFFERS ON SHEETS sA&1B. t- I / + 1k 41 I I__ ,-"� I I OPEN / . . 14. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE � L y y y y y (( )) f ` , / / PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. co u / �y��yyyyyyyyyyyyyyy f.. ' SPACE ,�. /. • / CONSTRUCTION FIRE PREVENTION NOTES: C`7 y y y y y y y y y y ROADWAY PREVIOUSLY APPROVED -- / 0° / PUBLIC GREENWAY TO BE ` y y y y y y y y I UNDER SUB2o21-00026 BROOKHILL - y'ti I / 1, SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND m DEDICATED TO ALBEMARLE COUNTY y y y y y y y y (a I . ' ' i I - VARIBLE WIDTH PUBLIC / THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. N y y y y y I BLOCKSI6 & 1 ROAD PLA 0 / . . 2. AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER y y 7 O G li�l� (NOTE: ROADWAY DESIGN NOT PART • SWM FACILITY AND �� / VIRGINIA STATEWIDE FIRE PREVENTION CODE. AT TIME OF FINAL SUBDIVISION PLAT, W y y y y y y I MAINTENANCE EASEMENT .o � tiX \ - - Q . PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL `, `, PER PROFFER #2 OF ZMA2o18o0011 y 14, "' y y 141, y y y y y ' u -� � �, �e , OF THIS SITE PLAN �.�,�.�.�.�.�.'.'.�.'.,.� � �" • Q- N ) INST. NO. 202200010183 1 X / CG-6 CURB (TYP.) .... _ / ( 3 CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN too FT. OF TEMPORARY OR PERMANENT FIRE qzt I \ y + v. y y I I ' �x ... I . . . . . . . . . . . . . .. . . . . . . . . . 1 / . / . . . . . . (' . . . 1.1.1­1111.• . r" DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 y y y y y y I _ T I � _ - - _ - - - / Q, . INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE -/ �__ f .i I'- - - - - - - - - - I / ;.f . . . o . . . . APPARATUS IN ALL WEATHER CONDITIONS. N . . . . � . CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING . . . . . . . . . . . . . . . . . . . . : . . \ � " ` -t ; :: : ; ; I / I CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. I .I . J1 O NO PARKING SIGNS TO BE PLACED EVERY 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS EXISTING STREAM (TYP.) � I �- , _ _ x0 /� '�j 250 ON BOTH SIDES OF THE STREET COMBUSTIBLE MATERIALS ARRIVE ON SITE. \ I I , O L, '� N � I I F =1_' - - - .'1 ,' \ °, . . i 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN N � town --i i .... , .. �-. - ,fix' ... :_ / / , _- . ,., •�'' I T LT SWM FACILITY. I , , . , .. , _, � _ L ° , / ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. - =i1 1,.. / . . 7. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL ON o,1...- � '-� - / 4� ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED > IC . . . °. � I , -I I' , ''' / ��� / � . - AND IN ARES OF SPECIAL; HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ., ' jI ! i' �41V ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. W � � o I r �A�� 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE J \ � I . 1. X4j° / j5' CONCRETE SIDEWALK O PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. J i - t - -� � • A-, /. / O LOT AREA CHART s a �, �� � � � \ � �1. 1./� SWM FOREST OPEN _ .. r ,: ,; / t� / . - - - - LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE ,' VARIBLE WIDTH PUBLIC � .... I ... . ... . . .... ... / ----- -SPACE EASEMENT . \ �_ DRAINAGE EASEMENT(0, (INST. NO. 202200o10i8a . NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf �--- 3 � O .... _ - _ O 1 4 743 3 072 46 4 137 3 005 91 2 860 1,906 INST. N _ , O. 202200010183 � -- A-.,. ...... ' /. . \ � I--- , " ' " ' 2 4, 914 3,196 47 2, 037 1, 638 92 2, 646 1, 745 O i i I. ........., a •• 4 BIKE LANE (TYP.)0 J \ _ ; I - . , I 3 5 411 3,637 48 1,952 11 554 93 1,935 1,538 I . , ;-. - :: . 0i I °ll (a 4 6 067 3 979 49 1 887 1 490 94 1 953 1 556 / / , ,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 17 �___ _ IAl. Ili ;' �; y 5 6,505 4,457 50 1, 842 1, 446 95 1, 970 1, 574 jjr T I I . '. - � -1 . __j . . 1,� rJ/ V • I - , w . y . i ARIBLE WIDTH PUBLIC . . .y . / � .. 4. . ... . . 6,15 4,124 1, 81 1,420 96 1,965 1,569 �/ .1 . I. � j I ­ I . . I I ..... � . 1­ I - I ­ I . SWM FACILITY AND - ,� _ .. PROPERTY BOUNDARY (TYP.) . `/..V ..y...y..... 7 6,153 4,141 52 2,578 1,688 97 1,947 1,566 U o 111. �, I �+ -I ; INST. NO. 202200013852 y.. .. y MAINTENANCE EASEMENT 0 8 0 0 53 2,375 1,529 98 2,810 1,883 / W �' y / - INST. NO. 2022oo01o183 I I ­11, �" • _i is T / .y . y y y - 5, 430 3, 593 1, 787 1, 391 99 3, 781 2, 697 6 PLANTING STRIP O. /.. 1k * .. y .. � 9 54 W��:­�'11;11 / laI I ......... y y y y 10 5,630 3,784 55 1,784 1,388 100 3,021 2,481 / // O 11 5,062 3,314 56 11782 1,386 101 2,992 2,452 .. .....-. ,.. ......�.I G..., " I...1*k*� ... I. ;. i-_ - - y 12 5,062 3,314 57 1,782 1,386 102 3,691 2,620 .s - y y 4, i I ; �; / • 13 5, 062 3, 314 58 2, 299 1, 473 103 4, 064 2, 938 �'� ROADWAY PREVIOUSLY APPROVED / y .. . � I `\` i I n E/p,� / - /.. .I'.- . w. y .W . y y y y y y 14 5,062 3,314 2, 308 1, 480 3,047 2,507 - 59 104 \. 'ti i ., ° UNDER SUB2o21-00026 BROOKHILL '..... - I, ,1, ` ,, fL ` 36IF��, / BLOCKS16 & 17 ROAD PLAN /.. ; y y y y y Jr W y y .L * F�c (NOTE: ROADWAY DESIGN NOT PART �/ -L _._ �I i� ° * .r J- y y ROADWAY PREVIOUSLY APPROVED \ 1\\ {-Lv 61�R OF THIS SITE PLAN) J y y y y y y y y y I ' - `_ _- t - . . /� R . . . . . . `Y . . . . . . Y ' .Y �Y .Y Ji y � UNDER SUB2017-00i17 BROOKHILL PROPERTY BOUNDARY TYP. _ ` - . 1 1 9' f / ./ . POLO GROUNDS ROAD EXPANSION PLAN ` ( � ° • o / . W y y y y y o \ 1-=':..._. \ o < Vim' y y .y y .y .1. � o ... ...o. %.�1.-1 ,�",.... . � ...;IL1.''­..� . .'4,.-. .` .'.Y I � :.. (NOTE: ROADWAY DESIGN NOT PART n y / �..... y y y y y y y OF THIS SITE PLAN _ ` _ ° y / �...... /........ ....... y W y y y y y _ CONNECT TO ENTRANCE PROPOSED JJj 'I 'I \4� / � �� k \I ./I/ " I \- � � I � � I �I 1\1I/ -\� - \IV-\1 _, � - -. '. : . 1.�. ._*. "..� :".1. ."II,.."-�. - � ! "-.�.�''­...,�.:. ,,, � . I' !., ��. '..�­. ,�.. ,�.�_ . `I--_ , 1�,, .. _�.' - - WITH THE PHASE 2 POLO GROUNDS �- �' I. . ' y y y y y k y 1�1(a� q� � IL-u__-_=�-", .0% : - �I'\ "-I ,,�:__­.��,-- Il ,= 1 I i'_,_ - ,� .' .--I . ( II a. 1-I �. I . -I 4.1..II .-I -._. I.._II .� I ..­.1.. .I ... �­ .�.­ .. f - A 11, . 0 /. / 1I� / /1, II / � . . . 1.. . ..� ..... .....,. (.,. ,. ., _ --_ - .o D.. . . . . . ./.. . . . . . . . . . . y y y * y y y _ ROAD EXPANSION PLAN �� . y y y y y 4, y `�,. �' 30' POLO GROUNDS ROAD it +� / • �r . . LANDSCAPE BUFF (SUB-2o17-117) - j /. .'. y y y y y y EASEMENT (D.B. 51211 PG. 644) _ - / o . .. . y y y y y y y y l /� o / , . - / 14, PROPOSED STOP SIG .• PROPOSED STREET SIGN W y y y y y y y I, _________t_ 11 - , - I � � I 11 ; . . . . . . . . . 15 5,062 3,314 60 1,782 1,386 105 3,047 2,507 16 5,156 3,390 61 1,782 1,386 106 4,064 2,938 W 17 5,249 3,468 62 1,782 1,386 107 4,044 2,921 LL1 18 4,924 3,219 63 1,782 1,386 108 3,044 2,504 19 5,022 3,300 64 2,308 1,480 109 3,043 2,503 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIU) 20 6,491 4,420 65 2,272 1,452 110 3,921 2,834 21 6,260 4,200 66 11782 1,386 111 4, 755 3,054 22 6,263 4,207 67 1,782 1,386 112 4,857 3,136 1 W 23 6,318 4,249 68 1,782 1,386 113 4,924 3,208 24 6,333 4,315 69 1, 782 1,386 114 5,216 3,463 25 5,683 3,724 70 2,341 1,500 115 5,672 3,760 26 6,860 4,773 71 2,461 1,588 116 6,049 4,003 �<n 27 5 955 4 011 72 1 780 1 383 117 5 4 49 3 521 V ..�1. _ . . . . . . . i y 14, 14,14,y Ji y y / / I I / / �� __- __ - ' o / 28 7,623 5,405 73 1, 763 1,367 118 6,437 4,382 r L L 1 1 1-1 .*_� -I /1:�. 0 , "'� w w O o , _. _ - + 10 MULTI -USE ASPHALT PATHWAY _ --- - -- CD 3 ''� y y 6, 312 4, 323 74 1, 765 1, 369 119 6, 489 4, 397 _ �� ° POGO y EXTENDED TO MONTGOMERY RIDGE P� 0 29 (V - • lo+ N GR ` 30 4 477 3, 296 75 1, 776 1, 379 120 5 366 3 454 . =.. , aeooq 37.8g _ -� \ r EASF�q OSGAP UNpsRO yPROPERTY LINE. TRAILWAY TO BE EXTENDED , �. 15- : -`1``_ MENT (O. B E BUFFS AO y T E N T R N 31 31630 3,090 76 1)765 1,369 121 5,059 3, 352 - - - - - -'`'�- _ 1I22, PG J O THE A C E O F M O N TG O M E R Y RIDGE 32 3,630 3,090 77 11769 1,372 122 5,090 3,464 -- - - ' s4 4� 644) / ONCE CONSTRUCTION AND ACCESS EASEMENTS 33 4,477 3,296 78 21471 1,598 123 5,134 3,448 ``-- �- - HAVE BEEN RECORDED BY THE MONTGOMERTY _ - - - - _-__ _ - - - 10' MULTI -USE ASPHALT PATHWAY, ~-'� 'y` -- 34 4,107 2,890 79 21462 1,594 124 6,353 4,311 _ -�,`1 RIDGE HOA FOR THE T AILWAY EXTENSION - - - - - - INSTALLED WITH THE PHASE 2 POLO GROUNDS 35 3,030 2 490 80 1 774 1 378 125 6 235 4204 - - -- SIGHT DISTANCE=Soo - - - - ROAD EXPANSION PLAN (SUB-2o17-117). �,` ''~ 36 3,030 2,490 81 1, 782 1,386 126 6)` 4,176 386 127 5 451 3 532 - -- - - - - f ; -�-L�_-.-. _�y SEE ASPHALT TRAILWAY ON SHEET 14 �-- - o , SEE PHASE 2 POLO GROUNDS � � _ _� 37 3,737 2,656 82 1,782 1, , /{ ILL_____ _ 1, -- / -__ ° ROAD EXPANSION PLAN - S/Gy7'p ` _ - GRAPHIC SCALE 38 3,910 2,798 83 1,782 1,386 128 4,695 2,930 f��,��f 0_­---u-------u- 11 kr- ____..� ^ __. � y 0 �- �--- _ FOR ENTRANCE DETAILS �. 39 3030 2 490 84 2 408 1 556 129 5 927 4036 __ �;/ / ---� _ '- _`"__17 -- (SUB - 2017-117) ` 1'�`SOO ` 30 �5 30 60 40 3,030 2,490 85 2,649 1, 728 130 6,160 4,244 ,_ O 41 4,081 2,942 86 11802 1, 394 131 5,289 3,519 1-` -:-- � � 42 4,503 3,216 87 1,818 1,414 132 5,292 3,520 77_�� 0__ '' ( IN FEET ) 43 3,172 2,540 88 1,849 1,450 133 5,292 3,520 _.� �� ---. \ `` 1 inch = 30 f t. 44 3,172 2,541 89 11873 1,476 134 5,292 3,520 - ___ - ______ - - ______ __� ( ,77-�� no-_ -- 45 41418 3,149 90 1, 880 1, 483 135 5,292 3,520 (,L 3/5D/2p;lj-5 w w z 0 z w In z _l 0 U 0 z a w W c E o � N z � C) V) 0 U) w N I e L Q) Q U g � L w O n :_�: J Q c z L D F- c n 0 z u o n c W 0 U el L 0 0 o; 0 c fM 0 N v o :3 rn V) .q c 0 --I U 0 0 tf O c 0 Q > cn u c a) z > 0 U) 4_j 0 3 0 in O Q_ WQ_ 0 c 0 �4 o U) Q) cn a) 0 < -0 0 1..�� ) c 0 1 4_ 0 0- r**�. E_ o Q) o C6 ::) c- OE_ k140 111c U U �I 0 0 0- U) L_ (1) 0 U >) 0 oE c 0 0 z E Li Li /z_n z z p__q w m z_ J J u o ° Oa) o M a� W > U X Q) Q) (1) w o �_ � �__ E rn w w u � = o CL cn -0 JOB NO. Q) 182150 U O V) SCALE 1 '�=30� c- a cn c SHEET NO. 0- Jr 0 Q) I- 400, SPACE j / LU i 0 OPEN INST. NO. \�\ (� , 0 , \ � 43 Gq� cq,p � •dry / H L_ q G / .. PUBLIC GREENWAY TO BE SPACE LOT \ R 77 0 80 DEDICATED TO ALBEMARLE COUNTY CG-6 CURB (TYP.) ,' oq R 20 NO PARKING SIGN FOR CUL-DE-SAC \ . �� RqG� AT TIME OF FINAL SUBDIVISION PLAT, / / zos, ti , a ♦ OT 't PER PROFFER #2 OF ZMA2o1800011 P SFD X L T / / CG-12 (TYP. O / / ROADWAY PREVIOUSLY APPROVED /... � 80, 6 LOT LINE TYP. \ c 7 / (TYP.) UNDER SUB2021-00026 BROOKHILL - \ ' 2 �Z \ / 4 fad "� c 5 CONCRETE �[ LOT BLOCKS16 & 17 -ROAD PLA GgRgq� GqR�� SIDEWALK �� d / t SWM FOREST OPEN ' y °. NOTE: ROADWAY DESIGN NOT PARTF / F LOT /TYPE III BARRICADE- 23 ( / SPACE EASEMENT �, OF THIS SITE PLAN) \�01,\ o _ INST. NO. 202200010183 emu# . •_: � \ d Q� (�)G n LOT :- -m BLOCK 1 ,�� 1 4qR qR l �- o . .. ry qG ' \ - S oo F OT / V) 1g Xoo r / \ �� ' PARKING ALLOWED ON x ry I Q ,•,.� ry / i \ F � Q- 5' CONCRETE SIDEWALK THIS SIDE OF THE STREET : 4 74 / _ W4 0, / / L� LOT r° Z f !/� i - • J� Off- ?01 (�J c 80, 73 .� c� Q LOT G qR Z F LOT \ �'QJ ....... '' / . 41'Oc� d LOT ../ o o x�o Qo CG-gD ENTRANCE (TYP. /. �sx ° / Xh / 18 ,� o �, LOT / 72 \ / d CG-6 CURB (TYP. 24 Y - / cos, G����. /. Y..; / a C. Gq cgf'r : / '�' / LOT 10I --I�' RgGF / \ DRIVEWAY (TYP.) : / . G 40 � .. s C _ � D LOT ' ROADWAY PREVIOUSLY APPROVED z5'R•sxT`ATM„ 1 / ��J cb �Q 71 / /c c c ti ,� ENTRANCE \ / UNDER SUB2021-00026 BROOKHILL - OPOSED E NE (TYP.) BLOCKSI6 & 1 - ROAD PLAN \ 4 . R 7 i F Ri (T P 'BIKE LA (NOTE: ROADWAY DESIGN NOT PART 'DT o o • �6 0 LOT OF THIS SITE PLAN x x° .;._; - `;, °� 39 :/ '� \ xo / 1 ti� � °�. `;..;.:. ... • ° ._---- � �x w �' � c,9 ��-,9 ,: o '�' ° • ' �. \ ... R K I N G / � - 1 �`�,\ , '. � PA SIGNS TO BE PLACED l 7 p oS 3 -• SIDE OF THE STRE EXISTING i.00-YEAR FLOODPLAIN (TYP.) / qc� / �9, �Q• EVERY 15o ON THIS ET / ¢'..m \ LOT 10 j /� / �P \ 0 .� LOT �� 8 ,; ,% �, � � ��J . w.. • ....... .. a. 3 / 4 ,Q fir' • :d ,`, ♦ f \ / .o a /1 t �IjQC�IQ - � 25 � :� Q,/ \ c��Jc � • � ••, ��� � J qc� LOT y y 1 w w-70 C� a. y Q. F h/ �01, .�• �� LOT PROPOSED WALL ,� ti (MAX. HT. = 6) W r y / LOT LOT \ �``'j LOT \ �'�.�Jcq ��- 69IAF a I� / 16 . , 2 ,�o Qom,, / 7 LOT \ ��/ 37 \ \ / F • s , 26 ti°/ / LOT \ , ,Q 5 CONCRETE SIDEWALK , . q�pq 68 'NO PARKING' .d w. 6' PLANTING STRIP / LOT �o\� G-9��cq / a : «.. ti / ccc % a f o 1 / / SIGN (TYP.) o° q o LOT o x CG-6 CURB (TYP.) ,— PROPOSED LOT LINE (TYP. / 36 r�� / ° < . / c,� cq� / co c,�-I8 67 fly d O�Q1GF ! '• ,� / 6' PLANTING STRIP / PUBLIC GREENWAY TO BE / ( DEDICATED TO ALBEMARLE COUNTY / z LOT �o , c�Jc' LOT - • . T TIME OF FINAL SUBDIVISION PLAT, / LOT d. ;. -�- � 66 PER PROFFER #2 OF ZMA2o18o0011 �' — 35 C� i cV 1 / / 15 [���� /moo o 'NO PARKING' A �� ti x� \SIGN (TYP.) LOT / • EXISTING MANAGED � \. , c �(' j '` \ \ ° STEEP SLOPES TYP .a �8 /� / \ LT ti o� Q� 65 • tip\ ( .) VARIABLE WIDTH PRIVATE o ;' A / '� / O o1/ F / Q' Qo `. • /��` . \ 100 WALL MAINTENANCE EASEMENT SFD LOTS NOT PART % 34,� - • L� .., INST. NO.20220001o183 r — OF THIS SITE PLAN �° �O o� cc \ TYP. ••o / EXISTING STREAM ( ) -W i / J o c LOT SFD LOTS NOT PART — PARKING ALLOWED ON \ G��� Q do ( F \ i0000 o THIS SIDE OF THE STREET 9�� / / �� �o J� o� -e Gq Cq 81, 64 / OF THIS SITE PLAN ti / �' ��,,\ `� / xoo O� ,Q- f LOT -0. . / LOT \ ti`� OQ ��'`�� ,�•�e- F /Q1, °o LOT0000 1 y / 33 \ \ '� Q� �'�' \ / , : ti� GR-2 GUARDRAIL (TYP.). . - .. ..... J 4 , ° � ( \� \ / � : ry / ` �� 63 ��� .d STA.16+35 TO STA. 2Lf+5o .. .. .. �� ; LOT o � ,� cF �� 9 CG-gD ENTRANCE (TYP.} o 29 ''� \ cIJci LOT /441 \� , + _ \ _ / i �q / �J J o LOT �� , cF / c 8 62 Q- 6' PLANTING STRIP \ / 32 / ti PARKING ALLOWED ON /ti° 'NO PARKING' SIGNS TO BE PLACED EVERY \ THIS SIDE OF THE STREET \ : C,``' / ti'� l . ��J LOT of.� J `�� 250' ON BOTH SIDES OF THE STREET G� ',/ C1 5' CONCRETE SIDEWALK ` LOT z-a �,��� �,�' / qc / �, J X� 'NO PARKING' j 1 GF �' L� ti �1 / �Qo 'ti° LOT41 1 ,. SIGN (TYP.) 3 Q' � L T co y 25' E/R-E/P \ <� .71 - I �c 6o v Q y ' 13 1 i.:........:......... .... \ c,9�(�,9�i" 0,c� Q 'NO PARKING' SIGNS TO BE PLACED y 'NO PARKING' SIGNS TO BE PLACED \ \ ;`. �c� / �- .�� 81/ EVERY 150' ON THIS SIDE OF THE STREET + _ 1 LOT �� / �c �, �, LOT EVERY 15o ON THIS SIDE OF THE STREET -. �\ TOT OT SF) . W+ 1 \� 0 �' ���C�/ x°° �PQ, �5��\ / FORESTOPEN 41 ` ° SWM s D T S 3 .� / �- �c' F 59 �- I 1 Cb ,�� o ti o SF\ x° SPACE EASEMENT a 1 \.... ET 1. �P 8�, a: PROPOSED RIGHT-OF-WAY INST. NO. 2022000lo183 -- —• -F C .,.. \\. ..,... ... , .... . ....... ���, cq�cg� / 4 w '��'` ��� � \ / , �Q` �Q' •:: • INST. NO.2o220001 8 2 .... , �2g FCC l -9c ti ti �\ N (T 3 5 \ � F o d • y,� ,tip .. \ .. G-6 CURB cF LOT J / y 58 W , 104EASTERN PARK \ ,� / 1 F o J • ... .... .. - LOT 1 CIVIC AREA x, ,� w , w,.,.,:._N,.0 \\ ® \ ti M. LOT ° . 0 1 o . ACRES ti =- \ % �► . w }t 12 + — \\ VARIABLE WIDTH PUBLIC 55 �Q /Q� C,8 X � ........ ' 1 1 \\��SIGHT DISTANCE EASEMENT GRASS RECREATION �"? • Q,� ` . /; : /. ��Q' ti°� 1 1 INST. NO. 20220001oz8 / .,, e \ 3 '� �� / PROJECT BOUNDARY (TYP.) :y<� 1 \.. FIELD (12,000 SF) / LOT 4 \�.. \ / INST. NO. 202200013852 y. y. — 5 1 �.� c��c 56 w. , _ ..... �.�. 6 PLANTING STRIP y FIRE PIT AND 'NO PARKING' o LOT / % PROPOSED LOT LINE TYP. `� PROJECT. PATIO MEETING SIGN (TYP.) , ................ . , .. x �Jn -9 � �. BOUNDARY TYP. _ zil �\. titi 1 q �,Q`p' 55 :..............� 1 \ AREA i q / ... ........... . ... .. .. ........ .... ......... .............. ...... 1 LO1 �' \ .. .. .. " 4 + , �1 s\ LOT �. ....... AII154 n I 5 CONCRETE SIDEWALK �.. '�� �' 1'. .. Y...... . . i * ° 001 �-A\\ �. \ LOT / / % ......... . t a 0 �\ - ---- G ENTRANCE YP \ \ / _ - i 2 C -9D (T •) , Q '� / .........'000 . . . . Q� 53 1 Y %.., _• ZJ '\ \ I �. •e. '7 - . . . . i. . . . . ./. . . . . . . o �� EXISTING PRESERVED � � � 1 ... d'_ ';, � ti �, � STEEP SLOPES (TYP.) \ 1 ;�, 'NO PARKING' ,�° cq,�cyo, \ y �,,�,� ... �, r SIGN (TYP.) . . lop - LOT \ \/ /�� d. + . / , LOT . 0 1 ( � \ a /=C' .. .......................... ; �. 10 0 1 0 'i ,,'' �q �' ��, 52 �.. v 1 ...... 4' BIKE LANE (TYP.) /o�� � . 1 \. ,o • cq �,y LOT / �•� / OPEN :. • � �' , �-vc `�' 51 � o 04. SPACE ,.� � = .. 1 \ o r OT / 50 T / 1 so \ Are�� OT / �. '> r / GRAPHIC SCALE CG-12 (TYP.) STOP SIG 49 00 LOT 1 F / ° 000, / .......... . . , —ly -y .......... . • 1 1�pll \STREET SIGN 'p qc 4 c,98 J�,9 OT - ( IN FEET ) MA HLI E — SEE HEET PARKING ALLOWED ON 'O1�,x i '°�'9� s� \ ��cF 47 % / / S / ............. 1 inch = 30 ft. ,TH 0 SCOTT R. LINS U Lic. No. 035791,E 01/19/23 �SSIDNAL E��1 z z 0 0 J z z z m m m o 0 U) U � Q Q zo g� � CL CL a 0 0 F - 0-4 J J tY z z z 0-1 u i 0 0 cn cn z z W 0 0 N N M N N N LLJ O O O Q 00 N 0) CD T-q 00 o 0 0 0 ZJ J W H O rA7 w J o w a � JOB NO. 182150 SCALE 1 ''=30' SHEET NO. 6 ,, s, -..I. II .�I �. ..I..I . . . DEDICATEDPUBLIC GREENWAY TO BE ,. .. ._-- . . ,, -Cno -- .. .. . .. ... . . .. . ........... ' '' � - IAT TIME OF FINAL SUBDIVISION PLAT, �,w• 1 C y \ PER PROFFER #2 OF ZMA2os800mi .,,, . j, . . .. ,r v . . r . . .. . 4 / �, m �, �s ,*,-"\ - ..................... ............. ...... .... .. ... . . . ... .......... . ... . . . ... . . . . _I �,; \ �' t ,--,. ..: ' ... ,1...... ,y.. ,!:.... \�...... � ......I .... �,.... V . ,,. w- 1. ... w EXISTING PRESERVED ' ` PROPOSED WALL ,,... =1 `,,-.",- rJ', � 4 o PROJECT BOUNDARY (TY ) ... STEEP SLOPES (TYP.) _ --•► ,�.,1,,, :� \. \, ......\, - ....w. .....4.... V..... \.V .... �y:.... ... 11- ....: �..... .... _ (MAX. HT. = 6) a1 ­,,-����I p';.y c01 `,y4 \"h \72 INST. NO. 202200013852 ��,�­�� ............. ..... .......................-..............I............... ..... � ,,�.�,�� �1 ��G-' \tv- . ....................... .................... , ............ .... ......... ... ... ..... .... . .......... PROPOSED -- -- / ����.:�"-, .. \ `�� y. ^ �. '.. ... I a \ . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --- �� { '\ ................................... LOT LINE (TYP.) SWM FOREST OPEN m 1. 1 ` " O', \�r. I PUBLIC GREENWAYTO BE y, . �.. y,.... V ... ,,- . ".....".; �,......, . / / SPACE EASEMENT- ........... . VARIABLE WIDTH PRIVATE � / / \ uj -Z \ PROPOSED TYPE III BARRICADES & '�I-­���-� DEDICATED TO ALBEMARLE COUNTY .,,.....WALL MAINTENANCE EASEMENT - "" `nA I I I INST. NO. 202200010183 PROPOSED WALL �..,;. ,d, �, , ... . AT TIME OF FINAL SUBDIVISION PLAT, VARIABLE WIDTH PRIVATE (MAX. HT. = 61) . '... '. '. ... . -. INST. NO. 2022000lo183 --- "r 1 \ \ END OF ROAD SIGNAGE PER VIRGINIA WORK AREA PROTECTION MANUAL PER PROFFER #2 OF ZMA2o18000ii WALL MAINTENANCE EASEMENT w; ....,'/ .... \L-'- PROJECT BOUNDARY (TYP. . ...'4 . `. / -- I -- \ 1 INST. NO. 202200010183 / LOT . - ... \ 1 \ . . .... . . ... .. _ 135 1 � .. 0 _ — ' SFD LOTS NOT PAR ' / _ — — LOT 1 0 \ \ . . ... — OF THIS SITE PLAN \ 1 \ 1 ° _ -.. .. /I.1 , �I L�,,I;­ I �, . �� 11-1 ­1,V. .. .� . . ­, �. I . I. I � I I .� 1 I � � illilliTon4�w;;m�- 00011,001111111111 -­1 w - � t , . I \ 34 CG-12 (TYP.) 1 .: --�' c� \ � .i,� -,✓ I . I . . . I .LOT 1- ,/ 1 PROPOSED WALL l-- / - ­\ 133 \ \ � 1 -SR / N. y. � ' I (MAX. HT. = 61) / _ f -- -- -- -- LOT \ STREET SIG ,� \ / .��� --- \ 1 2 \ --' ,q- \ \ / ,, , � LOT — 3 \ �, / ,,, . \ \ � \ 127 LOT LOT \ PROPOSED RIGHT-OF-WAY ' . 1 \ 16 \ / � \ / I I I \ 1 1 \ INST. NO. 202200013852 � � — I / � .►. �. .v ,L, \ 128 3 o ' 15 ° i W + \ \, OPEN // 'NO PARKING' SIGNS TO BE PLACED I I LOT \ , �5, / / + •� �. SFD LOTS NOT PART ,.y "Zi oc� ,� \ SPACE /f EVERY 15o ON THIS SIDE OF THE STREET LOT 130 \ y --_ +Oo NL� ��, \ OF THIS SITE PLAN I 12 15 �S-P� , : h Y W y . \ y y \ \ \ - 6' PLANTING STRIP \ 1 < \ 0�2 W W �' `'' �' \ \ LOT \ CG 9D ENTRANCE (TYP.) \ �� -� R P� .3 ; •1• W W W W w W •/ W - \ 3.26 -­­�­-- -­- --*-,,--� I--- ,-- ,� W W y '' `'' \ PROPOSED WALL I I y y W W W W -,,�, ✓ \ T PARKING ALLOWED ON \ (MAX. HT. = 6') --� / e - oo14+50 p \ I I THIS SIDE OF THE STREET o� 14+ �Cja�,�N 1 -iE-EIWy WWy VARIABLE WIDTH PRIVATE /I �� ..tIIp,R\ 3 y W W * -'WALL MAINTENANCE EASEMENT I 5' CONCRETE SIDEWALK � �� I ��P> v r. R��� I- � . ° y' f ,� STOP SIGN 11 0 1 * * * * w -< I r 8 o � \CR S� + 1 0 1 4. * w .� �, ,� INST. NO. 2022000lo183 1 CG-6 CURB (TYP. 13+5 pSEO Vve Rl� f, — \ 0 1 ) 4. W Y y \ \ I ri / PROP \ vgL�C 0 ,� On 11 l F C-F C y + y * y W W 4 W W W \ \� I \ � -t . - +°° 20 P. SO -- / 54 ��'1 � ,- LOT � % 36 + _ . • 13 ,2� � �_ �y STOP SIGN n� N t 11 d W •Y W W W W �' \:W \ w� ! .: - . l ° .�.. , / �_ \ ��-./ .� ICJ / ` O, 1 I `N_ R \ v O`c,�� — — 6• 1) CAR 98 61. RIw" 41 � y . /� � ,\ � a N'C _ — — o \ 5:22 � , � AGE SPEED LIMIT \ I �8 �S — SSG P \ GAR 1 I I�Q 'Q ._.-- — — _. - _<-'- . • ° 2 0 ' ti VOA 1 N �y 1 y 1k y//1 \ ROADWAY PREVIOUSLY APPROVED _ — — _._ — ,2 °_ o_ N 1 It, W` ' + — �— O 12+°° r 1 n — LOT n x, 1 I ILIUNDER SUB2021-00026 BROOKHILL - LOT 10+00 10 50 11+00 w 7 1Sa o _ 2$-0 -� 1 y W — — -�+1 — BLOCK516 & 1 -ROAD PLA — — — �— o- = — SIGHT DISTANCE- $5, \ -� '` �' m 1 I 7 12 5 w ,� — — — \ (1) Cp,R 97 . 7` W ! � — — CG-12 (TYP.) \ GARAGE 89 `','� 1 �1 • _ + -. I (NOTE: ROADWAY DESIGN NOT PART — — — _ _ _ ;,r, o, -�- — NO PARKING � � � i- .t, OF THIS SITE PLAN) .. SIGHT — — — — — ,R `� N "' � r � SIGN (TYP.) STREET T SIG 0' \* o \ \ o o- 1 � N1 \ a N �.r, ,, I \ I DISTANCE=1 8� — — — ti5 — � ,Q- � � N , � LOT mom, � `'' � M 8 ------_ sp ,�h _,/ 1 °x LOT R' 1 N' �� 1v 1 I„^ I \ I NO PARKING SIGN FOR CUL-DE-SAC — n �2� CA N \ 6 \n 1w CAR 9 � L 1 U W \ / CG-6 CURB (TYP.) — — ' '�' 1 �` rn 110 ARAGE ....� 14. .LI I Y ., I \ \ / \ •— � ti9 — ' NO PARKING G , -Elp tGARAGF8 ` `" 1-+ 1 Iz I� I SIGN (TYP.) 1 • nl . I ILn �. �. . ��� �' `W `PROPOSED WALL I .. \ � ,, .. � o_ �. W .� I � I �. _ � \ � CG-12 (TYP. � STOP SIGN °� m m � LOT � � � ` �1 4 to I (MAX. HT. 6) \ 1 0 _ • STREET SIG , 0 m -FIB ` A A A 95 i j w11 11= + W � •V I �— Q LOT 1 0 o v ? 29' F 81 r^�N P) (1) G R � I \ I � o, + p L. LOT (2) CAR`, 1 n 1 SErBA�K� GARAGE $9 11 10 I -� u I �,- I \ IOG.J 111 - 1pg GARAGE R�-Rm ; . o o N 11 0 V' 141, =; \ __ p _j oc °, 5' LANDSCAPE & 0 541 "x N 1 a I. \ LOT 1 I I , �-I ' - LOT V m y \ m o - �, N * * - MAINTENANCE ESMT o _ . I �,� I_i __ \ / 122 Q I °- m p2�'l INST. NO. ao22oo010183 c N N un o0 1�1� GAR E 94 1 \ 1 - G � _ 4 11 I w LOT & PLANTING STRIP J I I_ a — ` `Y' N i mj ARA a$' _ 1 ° W ,; 0 I "' �, i \ / Lu vi ' o_ 1 i8k MAN. GARA � Q7 � p o N w �' — m LOT GAR ` 1 SETBACK CAP) D z LOT I "` o I f' -- 4 5 CONCRETE SIDEWALK V a, ,c m GARAG� n ' � Q, o UO PROPOSED WALL \ \ I � -- ] I OG p �_ l08 - I 00 I — — --• (MAX. HT. = 6') \ \ I — — _ Q w °, I (1) CAR 93 �- i _ 0- PROPOSED ° . - N GE 1 L_- — --no-- a- ( ° CG-gD ENTRANCE (TYP. N , -v GARA ag ! 1. VARIABLE WIDTH PRIVATE \ _ o LOT LINE (TYP.) 10, + CAR 1 ! I I VARIABLE WIDTH PUBLIC \ / LOT P :11+03'S8 LOT t2� GE I i ° �, GARA ' '� 4 (1) GAGE LOT rn 0 z + SWM FACILITY EASEMENT WALL MAINTENANCE EASEMENT / 1 LOT ' (TYP.) GARA 2 "' w w o0 INST. NO. 2oa20001018 INST. NO. 202200010183 �\ 123 1 _ 112 - 9 o N II 3 1' LOT � 1 107 Ln NO PARKING SIGNS TO BE PLACED o . \ � +•^ 1 0 o PARKING ALLOWED ON N EVERY 150' ON THIS SIDE OF THE STREET U Lu M 11 // ,_ ..... \ _ 121 1 cn m L _- — �_ __ __ -- N V) Q N 0 . e � � / 1 - THIS SIDE OF THE STREET 188 _ — p w o 1 \ EXISTING MANAGED \ � I a5' E P-E P CG-gD ENTRANCE (TYP.) 1 — — — -- -- — — g8� , 5' SIDE SETBACK (TYP_) _ Z N 1 . ----- . I -- _ _— -- o -_---- I Juip 1 I I STEEP SLOPES (TYP.) \ \ - I I I - EXISTING too-YR0 ,-- / ° _ - i ^�' m v~i 1 I FLOODPLAIN (TYP.) L- / + PARKING ALLOWED ON ! " i 2 LOT x v z 0 \ / / LOT THIS SIDE OF THE STREET I- o I O CAR gl o w I — 1 ° �` �n ! ° i� GARAGE p o VARIABLE WIDTH PUBLIC PROPOSED / 120 \ 2s'F/C-Fj� )'" LOT %o I + 9 100 \ SWM FACILITY EASEMENT LOT LINE (TYP.), / l06 G(2 CAR o I 86 '`f'- I / RAGE I C] _ I V0 {� INST. NO. 202200010183 / NO PARKING SIGNS TO BE PLACED LOT � / I �. N I Q A N LOT I I - � EVERY 1 o' ON THIS SIDE OF THE STREET L1J O a I (1} CAR x u N ow \ .� / / 5 S 113 _ Z GARAGE 90 rf p I N I I .. r � R/w l � I o w I --� -► 8' --- I I 1 ' _ _ f / / _ %�; :-: OCK 16 / — — — o�I '�� LOT Q j N I s --1 1 I II (0 ( h--) �,�EXISTING STREAM (TYP.). i � � , h � � -:� LOT N Y ` I �` I / \ ti o V I 105 (2) CAR �° Z °� I (I ) CAR x" 0 1 I I \ � p Q GARAGIE I i O w 0- GARAGE 8g o � cv l 11 0"---, '� y \ i ' ' ll e / ti � I l m I � I U 10 't i Ln I i - 4q N LLJ � I 8 ' �' r + PUBLIC GREENWAY TO BE \ - �. .+ 1r.- �` ! - � 102 J o N cn g • i 5 11 N DEDICATED TO ALBEMARLE COUNTY " y y1­7/ LOT LOT i o w { Ln c � N I LOT � 1 I AT TIME OF FINAL SUBDIVISION PLAT �' W. .�.' I .W' `i/ W `rL €,}- o QI �� LOT a1)CAR xU - I 1 l / llg ! / 111+ m� I I- N I ARAGE 88 ° p ry I 1 —!4 __r v PER PROFFER #2 OF ZMA2o1800011 �\ j :12X o I 104 (2) CAR ' ! rn w I IV \ / ss PROPOSED LOT LINE (TYP.) I 141 GARAGE 1 w � LD ICI a" 83' — - 1 ''. W, 9 .. 1. `- W W / 1 R I , , < j - -, N Q , LOT PROPOSED LOT LINE TYP. �,..(a , * ,� �, .... ,,,. I 1 , �' I V' Y O CAR x u I _ I ( i ) 11 . . . . . . . . . . / I -- O1 Y z Q GARAGE 87 0 `" I� � I y W I CG-gD ENTRANCE (TYP. x -- o • "'` . \i!. . . 1 . . \,y . . . w / I ,�v _ ' LOT Z m I °° 1 I 1 Ln I (2) CAF I op v1 82' o I Q O �..�:.-.,.,.,.� .'.'.'.'�. / — — CG-6 CURB TYP. ^'' 19Y 10 GARAGE '� i! o Q . ............... I ` — C (TYP.) ,, 3 ,q N , _ + I - PROPOSEDWALL ,;� L a w N- N LOT 10 Y, ^- O W W _ CG- D ENTRANCE TYP. , A, o x U 0 . � .... :... I :�.......... W W (MAX. HT. = 6') / a 9 ( ) I G�) CAR ° w ', ry N 1 to V c X. - I 'NO PARKING' SIGN I �- o GARAGE 86 • I �. . . . .. �, . . . . �. . . . W / I 1 + Q • \ SFD LOTS NOT PART FOR CUL-DE-SAC % _- I , m U W \ ` �� y mil ....Ili;, .... ,.;� ............... W J / LOT , 5 S� — 98� _ — -- � � I �, I (a) CAR 82' -� O I . 0. i '1 OF THIS SITE PLAN -- -___ DES �' >- m / _ ,i; . . . . . . ..1;, . . . . . . . . . . . . . . . . . . . . . y 3. io 8 K �. AGE LOT x `^ 11 LL( LLJ a 0 .y . \ LOT M I - W -- -- ° 1. l\ 85 ° o � 0 rq ,..... .... ,�. A Q a .. 4 .... ....... I . \ 118 \ \ � / LOT / 1 _ a5' MAX. FRONT PC, a6+ = O `° 0O .... . � • . .. - „ SETBACK (TYP.) � 5•I � ..y..y. ........... .. .............I............... \ / � 102 P N J _ 81, -- " I a .. / (2) CAR' _ c• g+ •06 __ 'NO PARKING' SIGNS TO BE PLACED co I �' �' PROJECT BOUNDARY TYP \ 5' CONCRETE SIDEWALK GgRAG8 ' I � ° 1 EVERY 1 0' ON THIS SIDE OF THE STREET " I ( ), \ + _ 5 . ,.. \ \ - ............. . ... . % . \ ... .. . .... ... .. ss' I 9' 1 i t' LOT . \L,. . . . .,1, . . . . .\, . . . ..J,. . . .. . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . \ \ LOT ° GA RA �Y H . . . . . . . . . . .. .. . \ / / i x v !Z) Cq q GE 8 LF oX W ' M VARIABLE WIDTH PRIVATE ry I . .........,.. I ........ ....... �.. . - .......... I ..... ... \ \ / I \ / i ,� 0 101 GgRAQE 1 ry / // ... . `:. �. WALL MAINTENANCE EASEMENT \ LOT i - • cl) CA 8z� . R 1 . ✓. .. by . /. .'�'. �\\ INST. NO. 202200010183 \ 11 I LOT ,' ; M �" PARAGE LOT _ -�� / I y ... ...... ��. � .I'L/'....'......�W \ 7 116 t o i0 ;°,� ` y 6 PLANTING STRIP (y, 83 k U, - 4 BIKE LANE ..\ . . . . .. . ..I ........... .. . . . . . .. .. . � ` � ... .......... .. / LOT o W, N o �, . . _ . . y,. . . . . ,v.:.:.:.:.,�,:.. .. .. .......... ..::....... . . . . . .. __ _ -- _ \ / o W 100 GARA i r ° I " G�Rg R N . /. ... ....... .. ..... OPEN . . ......... _ _ .... .. . a E o GE LOT . ............. .,/�`................................SPACE .... .. ... ..­44.. — .. . .. \ � rn 82 kU � I . . . . . . . . . . . . . . . . . . . . . .` ,\ . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . *. `.---mow. . . . . . . . . . . . . . .'. ` M ry V . ` y N r ... ......................I...I.......I........... ..... . ... ... . .,�.. ...,... ........... .......I. .1,.....I.r, io1 PI " = 82� j ....................................... EXISTING PRESERVED . . . ...... ... ....... .... ^� _ T�18+ �}cAR G a . ...... BLOCK LINE (TYP. . / e LOT 76• o ARq .......................... I .... STEEP SLOPES (TYP.) . ....... .. ....... .... . ... ♦ ... x v (2) C GE LOT S . . �\`�, z o w gg Gq A / � GARAGE y n, i� 81 k U L.. �.. ROADWAY PREVIOUSLY APPROVED .. ° , �� L ° °o N UNDER SUB2oa1-00026 BROOKHILL _ ♦ ■ ■ ■ j ( gz " ° . ... I .................................................. . . . 1- . ... ..... .... ■ ■ ~® 2)'CAR to 1 _\ BLOCK516 & 17 - ROAD PLA ■ .0. . _ �. l �- ~ RAGE LOT _ ;�- O ` 30 ..... .�ti \. / ........... �... �'- (NOTE: ROADWAY DESIGN NOT PART �, o I �° / P V ry OPEN 1 �, OF THIS SITE PLAN) SPACE �h �� - --- l = U, $0 o W / T. 2'; 1 . . .... . . . .. .. . . .. . . . . . . . . . ... . .. . �. .. .... .. . . ... .... .. .. .......... .. I ....... I ... . . I. ...... o �c.� 00 . / M o % 33�i7 �. .. . . . . . .... ....... ... ... . . .. ... .. ----- ........ . ..... ... . .. ..... � a � pq m / 80I Co I ........ BLOCK 1� . . . . . . ........ . . ... .... I• . .. . . .... . ... .. ....... . . ..... .. . .. L T I gRAGE LOT _ E O . � I � /,�I,r 45 I/ ♦ .I - / f _�-_ -- 7I1 9 ° a/ ` I I ,I . . r .I 1L .1I. .I. .. . ..I .I I. I. IrIL..L. . .I .rI 1ILI .. �.. I.LI 1.... 1. 1II ... II 1I.........I .�....I .....L.. ... I I�. ... 1. I I.. I 1I r \, � II. IL . I.. .L �. ... I I .. I. I . .I I 4L� � ... r.1.1 .. . -.. .I . .- .� . .I- . .1­� -.. .7-��,. ,--�- --�-- _- _ - - ..� . - I.. - �.- .- -.- -..- .'- ..- . .- .- ... .1. 1 I .. .. 11 I - MATCI .H INE - SEE SHEET 6 M -(_O.-1.-0 ,i ,� ; - 0 - -- �` y ()ry � �? n 1 . - �, ROADWAY PREVIOUSLY APPROVED UNDER SUB2021-00026 BROOKHILL - BLOCKSI6 & 17 - ROAD PLAN (NOTE: ROADWAY DESIGN NOT PART OF THIS SITE PLAN) VARIABLE WIDTH PUBLIC --SIGHT DISTANCE EASEMENT INST. NO. 21r022oo01o183 7 � r--6' PLANTING STRIP 5' CONCRETE SIDEWALK 11 'NO PARKING' SIGNS TO BE 0 . PLACED EVERY 25o' ON BOTH SIDES OF THE STREET - -4' BIKE LANE [1� ,1 CG-6 CURB (TYP.) 1. PROJECT BOUNDARY (TYP.) INST. NO. 202200013852 PROPOSED RIGHT-OF-WAY INST. NO. 202200013852 ROADWAY PREVIOUSLY APPROVED UNDER SUB2021-00026 BROOKHILL - BLOCKSI6 & 17 - ROAD PLAN (NOTE: ROADWAY DESIGN NOT PART OF THIS SITE PLAN) GR PHIC SCALE 0 i5 10 6o ( FEET) (,` 1 inc = 30 ft. 3/3D/M3 ��TH p�, � cl O#5SCO)TT R. LINS'Z ,U Lic. No. 035791,E lz(,)A41�6�k� 01/19/23 �4' IONA Y, z z w w XX 2: 7- 0 0 J z z z �U) can o � ce � m 0 0 (A U (� Q Q zo g�z CL a O O wLu LLJ0- F- H 1�f U) u') U) V) V) J z J z z ►-1 w u L.L 0 0 cn cn W 00 woIUD V) � Lu/ w // 6i. Qi N N M fV fV N w O O O Q 00 N ON 0 0 0 ti ZM M N � M N O W °' N N W w ZJ J � W J Z= U WI Y W H H uiLu J� W J a cD O0 N r-01 w b wrIn ~ w 0- ul JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 50 PROPOSED 8"x6" REDUCER lol s \ MATCH NE - S -� E T09 OPEN \ \ i OT / -_ SPACE s �' 4, / 49 LOT \ r�� "I �' PROPOSED o �' ". xq / W W W W ;w w ;•,.,• ;.'.'.,.:�_ 9 8"x8" CROSS Yoko / PROPOSED 8" // tit . / / - VARIABLE WIDTH ACSA 48 A Y O - 8 G.V. �► DI WATERLINE / �� • ,� W W W ✓ W UTILITY EASEMENT 4 y PROPOSED 8 PVC SANITARY SEWER INST. NO. 202200010183 x i SOT 0 \ • / �•C '`^ W ( \_.. VARIABLE WIDTH ACSA / OT UTILITY EASEMENT ... • . • . .� INST. NO. 2022000ioi83 / PROPOSED 8 x6 REDUCER \ \ , %' / .a. .-, •... .......r ,-•.. PROPOSED 6" / �/ \ �� \ / q . PROPOSED SANITARY SEWER 1X DI WATERLINE A �., 00 so SERVICE LATERAL (TYP.) . 000010 / w w , � r \ PROPOSED WATER Y \ / \ PROJECT BOUNDARY (TYP. �.',° /,'.'.'.'.°.'.'.' SERVICE LATERAL TYP. \ PROPOSED 8 DI WATERLINE '" / Q ...._ .._... (TYP.) \ VARIABLE WIDTH ACSA \ \ ROPOSED 12" DI WATERLINE / UTILITY EASEMENT \ \ - �.'. NO. 202200010183 00 oly PROPOSED FIRE HYDRANT o /QH_ A ASSEMBLY w/ 6"x6"TEE LOT � � � �� ° � 3 \ x �� �\\--PROJECT BOUNDARY TYP. UNDERGROUND SWM �� QO \ \ \ \/c� ��F (TYP.) / I DETEN FACILIT.... Y �o \ \ �-9p -zox / //."` Q PROPOSED SANITARY SEWER \ 'SO \ i •,• PROPOSED 611 x4 REDUCER / SERVICE LATERAL (TYP.) ;•1-.•;'.'.•;•;';-;`;'; .. � LOT � � �' - ............... o `� \ \ / \ \ / EXISTING PRESERVED / PROPOSED °BEND �0 3 20 ACSA UTILITY EASEMENT 2 \ \ \r• \ 4a STEEP SLOPES (TYP.) / l 4 45 INST. NO.202200010183 \ \ �0X / EXISTING too -YEAR FLOODPLAIN (TYP. 4.\ s \ \ oo Q / Ln PROPOSED WALL 1 \ \ / MAX. HEIGHT=6' A \ / ,�,� \ _ l fi p LOT {............ PROPOSED I ...... , . ' \ / / 12"x8" TEE / L .'.'.r..'.'.'..'.'.'.` PROPOSED 8" PVC SANITARY SEWER \ \ (2) -12" G.V. / PROPOSED 4 DI WATERLINE \ \ / - � r;�...... ,`.'.'.'.'.' ° � \ \ (1) 8" G.V. r / ........ .... `,., / LOT 14 J C H / PROPOSED WATER \ \ s -3 SERVICE LATERAL (TYP.) \- \ ` � �Q EXISTING PRESERVED � ' PROPOSED TYPE A i Q MH-38 SHALL PROVIDE FUTURE W w STEEP SLOPES (TYP.) � '.'.','.°.'.° /,... . W W j BLOW -OFF ASSEMBLY / j Q CONNECTION TO BLOCK 18 /..,,.. o 20' ACSA UTILITY EASEMENT INST. NO.2o220001018340000 / 0 / / LOT _4. ., / ti� � 1 W w W w W W LOT w w w W W w 7 PROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) / 5 / a PROPOSED FIRE HYDRANT / TIE TO EXISTING 20 DIP SANITARY SEWER WITH A PROPOSED 6o DIAMETER DOGHOUSE MANH L T / / / 3 ASSEMBLY w/ 12"x6"TEE / 1 ;00 OLE / �� O r ONCE THE BASE IS INSTALLED (PRIOR TO MANHOLE SECTIONS), A PIPE SAW SHALL BE USED TO CUT THE I ; , 5 j / / / / / TOP SECTION OF THE EXISTING PIPE, A TEMPORARY COVER SHALL BE INSTALLED AT THIS TIME AND THE II . ' / / / / 00 1, .�. / x PIPE CUT SHALL BE SEALED TO PREVENT DEBRIS FROM ENTERING THE EXISTING LINE. ONCE THE MANHOLE o -,`,`r ,•,- - ,-•-,-, • -, •-•-, .'� / /�' ' � / / / � � ' � • ,yv1 SECTIONS ARE INSTALLED, THE TEMPORARY COVER CAN BE REMOVED. THE MANHOLE WILL NEED FULL I• �• ; _ .. _ ` \ /•;/ „ 4 / EXTERNAL SEALANT AND AN INTERNAL COATING INSTALLED. THIS SHALL ENSURE THE NEW MANHOLE . • .� _ / fi _1 —._.. // �.,�....... / IS WATERTIGHT, SINCE NO VACUUM TEST WILL BE ABLE TO BE CONDUCTED ON THE NEW MANHOLE. 5� S — — — — — — — — i j',/ . . . - - s S `— / y/ ; j h00, 0 \ .•, x00 . . 01 20' ACSA UTILITY f . EASEMENT j., ,00000 INST. NO. 2022000ioi83..' . / ��- EXISTING 20' SANITARY -^ — ------ SEWER-- — .. NOTE. ALL ROOF OVERHANGS, PORCHES, AND FOUNDATIONS EASEMENT ''•''', •''°. '.'. '. •'' .. •'.'• ' SHALL BE OUTSIDE OF THE UTILITY EASEMENTS. \ , ; ; , PROPOSED 12" BEN l DB.145o, PG. 313 EXISTING STREAM (TYP.) ','.•.•.'. '.' ' . ...:......• - ... - .. , • .. i a� _ /_�X o / � -.. " — . . / i o ROPOSED 12" 45° BEND / SWM FACILITY _ X�o i D WATERLINE N / .. .. .. ... . ....... .............. . PUBLIC GREENWAY TO BE ►� ._�r .. , ..... ...,'.•..°. ..'.'.'.'.',',•:'.'.'.•.-.' ' -.'.' / •; _ N I . , • - - " DEDICATED TO ALBEMARLE COUNTY I i i ''' . / y AT TIME OF FINAL SUBDIVISION PLAT, j I PER PROFFER #2 OF ZMAM18000ii \ 1 �.�, Y - i r . ` ,' ;'.' ;';'.. ; ; OPEN ti / Q w w -" SPACE W W W , \PROPOSED 12" 22. ° BEND I ID 5 PROJECT BOUNDARY (TYP. \ -, -• - _ 20' ACSA SANITARY r x� REMOVE BLOW -OFF & TIE-IN TO W W W W W SEWER EASEMENT ti� / 12 G.V. INSTALLED WITH THE \DB. 5121, PG. 644 �' S a / 't \ PHASE 2 POLO GROUNDS ROAD " i i \ W W w - NOTE: WATER SEWER CANNOT BE ACTIVATED U ii_=\ _ 7 i 7!\tt PLAN,SUB � , _' W W W w W w r + FOR BLOCKS 16-17 UNTIL POLO GROUNDS ROAD \ -'j-{� -�'- y i \o\ / / w W W W w PHASE 2 PLANS ARE APPROVED, CONSTRUCTED, I 5 \ � •:- / w W w w . W w w w w , TESTED, AND ACCEPTED. ^ a O \ \ 0 tiJ o . S d .. o 0 THI o O �C SCOTT R. LINS'� O --+ ,U Lic. No. 035791,E ~0�0 01/ 19/23 V SJONAL — O O C7 C7 z z Q z m m o o Lu m o 0 V D Q Q `� z55 Z o CL a a 0 z uj w w W U)_j w Q J J ce z Z Z �'■■� u � � O O o) U) 00 W N N M N N N w O O O Q 00 N m o 00 ON 0 0 0 Cy) Cy) N c J i N O �- (3)CNE--� N U) > <w LLJ z VJtt�^^ LLJ O cz Q _ U �--� Lu U p v / � W W Lj ■�� U ui C) o o m 0 N w b W O w �c = a v7 JOB NO. 182150 SCALE 1 "=30' SHEET NO. 8 O _--- —' �`'- • � /� . d LOT i � VARIABLE WIDTH ACSA O _ . LOT PROPOSED FIRE HYDRANT •. / f UTILITY EASEMENT 8 x6 TEE 3 ( �- _ 79 45 ASSEMBLY w / INST. NO. 2022000101831 . , MATCHLINE - SEE SHEET:Lo PROPOSED 8 DI WATERLINE _ / o llool / PROPOSED SANITARY SEWER PROPOSED h 3 EXISTING PRESERVED e _ y / o s N O /0STEEP SLOPES (TYP.) \ LOT ! `` 1 _ LOT \ / / o ," , % /: SERVICE LATERAL (TYP.) 12"x8" TEE \ co 44 \ I� (2) - 12" G.V. _ / 21 / PROPOSED WATER 3 / LOT / (1) - 8" G.V.: w O ,�I PROPOSED WATER LOT / SERVICE LATERAL (TYP.) •. 78VARIABLE WIDTH ACSA22 w / SERVICE LATERAL (TYP.) / UTILITY EASEMENT 20' ACSA UTILITY EASEMENT / LOT PROPOSED 8" DI WATERLINE / 3 LOT INST. NO. 202200010183 INST. NO. 20220001018 3 ... PROPOSED 4 DI WATERLINE 3 -22 / LOT 77 PROPOSED TYPE A PROPOSED SANITARY SEWER 2 \ _ \ SERVICE LATERAL(TYP.).. /. / ` O BLOW OFF ASSEMBLY / / �� • t �� / N 3 PROPOSED TYPE A / / PROPOSED AIR -RELEASE VALVE / LOT // y OT BLOW -OFF ASSEMBLY / \ i OPEN /� / / 76 O PA 42 / O _ SPACE LOT 23 ,p PUBLIC GREENWAY TO BE � DEDICATED TO ALBEMARLE COUNTY \ 75 j . AT TIME OF FINAL SUBDIVISION PLAT, LOT Z\ •" /. \\` o PER PROFFER #2 OF ZMA2olftooll 19 20 ACSA UTILITY EASEMENT / 0 INST. NO. 2022000sol8 / = _ OPEN -14 _ — •..• • / / PROPOSED SANITARY SEWER �X° 3 Y, SPACE SERVICE LATERAL s /............ / / a \ ' j • (TYP.) / , -2i LOT i f..... LOT / 1 / • / ' LOT / o • LOT / .: Lo 3 18 3 \ o LOT 72 / / ,y^�1-1 24 O .PROPOSED 4 DI WATERLINE S / j LOT / 0 / 71-VARIABLE WIDTH ACSA j UTILITY EASEMENT 3 � / `' • ; t LOT / � .� • � •/� � �.• - INST. N0.2o2200010183 .: EXISTING Ioo-YEAR FLOODPLAIN (TYP.) � � :.- • � _ : ', / / o LOT -1 • o° PR P ED NIT Y 3 / � �. O \\ O OS SA AR SEWER 9 / _ PROPOSED 8 DIP SANITARY SEWER / 17 / r�. fix° SERVICE LATERAL (TYP.) PROPOSED SANITARY SEWER / y °� / PROPOSED WATER .... j i ^►''� / S SERVICE LATERAL (TYP.) S i O VARIABLE WIDTH ACSA / IC °��,�; /.., / • SERVICE (TYP.) LOT r UTILITY EASEMENT / A ?� PROPOSED SANITARY SEWER., A INST. NO. 202200010183 / / 3 \ LOT 3$ / SERVICE LATERAL (TYP.) f25 LOT f , \ a• - , w y • ;. PROPOSED WATER �. PROPOSED WATERS o O �/ \ PROPOSED WALL SERVICE LATERAL (TYP.) x ;; / // . o y (MAX. HEIGHT=6') SERVICE LATERAL (TYP.) yh x LOT // 4 ryROPOSED 12" DI WATERLINE , y .4.,,,. / ;� ER y LOT 3 PROPOSED`8 DI WATERLINE 6 LOT 3 \ / / LOT �i f" 9 PROPOSED 1.2" G.V. W /. 16 / PROPOSED 611 x4 REDUCER 7 LOT \ // 37 \ • / ...11 . ,. / y / LOT PROPOSED FIRE HYDRANT PROPOSED 8" DIP SANITARY SEWER / .• '� I 26 / ! 68 \ , ` , ASSEMBLY w/ 12"x6" TEE ... ,, � � "�,raM�"�" i LOT PROPOSED FIRE HYDRANT �° .� ��• i i ;/ / � � � '/ LOT // . `•' ° ASSEMBLY w/ 6"W' TEE ' _1 3607 _ _ PROPOSED SANITARY -19 \ , ` oco PROPOSED WATER SERVICE LATERAL (TYP.) / •• ., / / `; — LOT .� Q SERVICE LATERAL (TYP.) / r LOT � J � o � � / ,� 35 t 66 4v 40t / / 5<1� \ PROPOSED FIRE HYDRANT ', x� \ LOT // � h EXISTING MANAGED o ASSEMBLY wl8 x6 TEE y� 65 // i X� STEEP SLOPES (TYP.) a , LOT / \34 f / I •T O c PROPOSED WATER r-s 1 _ ~ A SERVICE LATERAL (TYP.) LOT '/ �: •.- 3 PROPOSED SANITARY SEWER � / � 64� SERVICE LATERAL (TYP.) I / / / \ o° / / / LOT / / / LOT •.. ` .. y�` � • . •:. / / f .. � o 1 / LOT 033 14 6 3 I • }•.. �.. •; / � � � � � � .. O LOT / / PROPOSED SANITARY SEWER Q` -VARIABLE WIDTH ACSA U' ` / / V / UTILITY EASEMENT00000 < / \ SERVICE LATERAL (TYP.) Q-� Q Q- • ° ,� __ 9 TO1 3 ............ _:� r 3 _ o° 2 / / / �� �� � J i ";;�/ LO INST. N0.2o2200010 8 \i ..... LOT Q C1NM+.1ti•N. • , +._. / / / O PROPOSED WATER R. 9?0000 Q --Ln � q• / / 32 % Q. �� SERVICE LATERAL (TYP.) / - Ln �` '#4001" ...... y O . L O� , Q _ 4 i � O / / 61. SANITARY SEWER LT PROPOSED Q Y / 1 / / ° " SERVICE LATERAL TYP. / 3 LOT (TYP.) f y LOT -_ ... ... ., VARIABLE WIDTH ACSA _. , I _ LOT / % ,� LOT — W W , UTILITY EASEMENT 3 •:. ,` �.. /,:. xoo :. M / �Q e INST. NO. 202200010183 ; :•. `. , 30 f . / y� 59 oo - \ `.. PROPOSED -- \ • . / S y Ln SERVICE LATERAL \ / / JQ ,. • .... LOT / p 0 41 -10 „ �.\ ,� ' /.. •ROPOSED 8" DI WATERLINE $ Q� PROPOSED 6 DI WATERLINE / 5 �/ �' fJ 0 l �� ` (� EXISTING STREAM (TYP p�TH 0� SCOTT R. LINS Z O � ,U Lic. No. 035791,E 0 01/19/23 SIONAL S F- F- w W O O z z J z v�i can O � Ce U) U � Q Q Z o � � LU �. a- a z w w �_ w F_ _ 0-4 ui r/ oC z Z Z w U- O O V) V) W 00 N N M N N N w 0 0 00 r-q 00 rn r-q 0 0 0 ti ZM M N � M N O N N W > w ZJ J i w O J Q U v �tt LOT O/ ' ® . �. 1 : .�.. �.�� / •. o / / � ; . - �-' LLI 12 +. , , . , .. . � ..... , .. , . ,. , ...•..•,. , ..•.,-, ..•, . ..,.....�. , . .. �i ,�`� � � LOT / � ° � ,; y `" PROPOSED WATER r . , 57 ,°� , D SERVICE LATERAL (TYP.) 1•Cf) { :,�. • • LOT ROPERTY BOUNDARY (TYP.) W % ., _ — OPEN SPACE 6 / / F- 5 PROPOSED 8 SDR-26 PVC SANITARY SEWER _r •_ 3 y W sy o / LOT . PROPOSED 8 DIP SANITARY SEWER o '/ PROPERTY NOTE: ALL ROOF OVERHANGS PORCHES AND FOUNDATIONS ti o 1 BOUNDARY (TYP.) i , i y .. 55 ` Xo I- 3 0SHALL BE OUTSIDE OF THE UTILITY EASEMENTS. /ROPOSED 12" DI WATERLINE = U) � LOT A- LOT�- 11 _ • �� ,� 54 Q F— s , . \ VARIABLE WIDTH ACSA • a W - LOUTILITY EASEMENT _ TILTQ ° • ,� / 1 T INST. N o Io18 •- - % EXISTING SANITARY SEWER PUBLIC GREENWAY TO BE \ _..___ yxh O. Zo22o 0 3 53 DEDICATED TO ALBEMARLE COUNTY ti / o Q AT TIME OF FINAL SUBDIVISION PLAT, `PROPOSED WATER Y. g C� PER PROFFER #2 OF ZMA2oi800011 SERVICE LATERAL (TYP.) / / O \ \ / CD LOT N PROPOSED FIRE HYDRANT •; �' , • . L T -ASSEMBLY w/ 8"x6" TEE r 52 i EXISTING PRESERVED 10 xoo < ,, ,� PROPOSED FIRE HYDRANT STEEP SLOPES TYP. - y = PROPOSED SANITARY SEWER SERVICE LATERAL TYP. • / (TYP.) a , , , , , ,• � (TYP.) � ..• ASSEMBLY w/ 12 x6 TEE - 7 �` _;j.� .; LOT / 51 i o 4 . 14 r GRAPHIC SCALE LA -lC \ �t ,�o / / ' 30 0 i5 30 6o n u / f `� — PROPOSED 8 x6 REDUCER m C N E H 8 4 ' OPEN \ o •. / OT //,f ' Q % SPACE s I / �d O 49 LOT �. 3 0'' ( IN FEET ) ; PROPOSED,, .� I •�� o � % / 0T // x� / 1 inch = 30 f t. ;. 9 8"x8" CROSSox ° PROPOSED 8° y1 ,n•v w VARIABLE WIDTH ACSA W W �� .� 2 � �lc�eDI WATERLINE..... 4 // � • W� .;/ UTILITY EASEMENT (4) - 8 G.V. , V PROPOSED 8" PVC SANITARY SEWER / / U W y ! INST. No.2o2200010183 ��►`'x `� - "LOT UTILITY PLAN APPROVEp/ UNDE B2021-00026 BROOKHILL BLOCK 16/17 ROAD ; k UT ITY PLANS W - 0 y M -1 G_7 \ / / � � �, o / / w J b ~ O w a JOB NO. 182150 SCALE 1 "=30' SHEET NO. 9 PUBLIC GREENWAY TO BE UTILITY PLAN APPROVED UNDER SUB2021-00026 BROOKHILL OCUOAD &UTILITY PLANS DEDICATED TO ALBEMARLE COUNTY 0000 C�4 AT TIME OF FINAL SUBDIVISION PLAT, C. PER PROFFER #2 OF ZMA2o1800011 0 )7- ........ ... EXISTING PRESERVED ... ......... ......... . ........ STEEP SLOPES (TYP.) PROPOSED WALLS (MAX. HEIGHT=61) .,•- _\ to PUBLIC GREENWAY TO BE 10010 0000� DEDICATED TO ALBEMARLE COUNTY V AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #2 OF ZMA2018000il v.14/ \1/ \1/ \4/ \1� ........ LOT 3-35 PROPERTY BOUNDARY . UNDARY (TYP 41 ='--' 0, LOT 1 0o 14/ ....... 000,100 ... 134 ........ PROPOSED 8" DIP SANITARY SEWER � ice` +�+. __...... LOT VAR. WIDTH ACSA tea ............... .......... ...... 133 UTILITY EASEMENT INST. NO. 2022000 im.83 ............. ....... I .......... Am LOT OPEN ................. ... .. ..... If 132 ul illillillow 127 L LOT ...... ... LOT SPACE ... ......... ............ ....... .. ... ... LOT ......... .. _j_ 128 131 PROPOSED WATER 0 0 .......... SERVICE LATERAL (TYP.) PROPOSED WALLS ... ... LOT PROPOSED SANITARY SEWER (MAX. HEIGHT=6') 0 PROPOSED SANITARY SEWER (-41 LOT SERVICE LATERAL (TYP.) 130 y\ y y `�' `�' �l \ `�/ SERVICE LATERAL (TYP.) s Sk-00 129 1�/ 14/ NII/ �n ....... LOT \N .... .. . ..... VARIABLE WIDTH ACSA . 126 PROPOSED 8" DIP SANITARY SEWER H-29 W y •v \ ` UTILITY EASEMENT ... .... INST. NO. 202200010183 A-00 V) \N . .......... (MR29_ PROPOSED WATER PROPOSED 8'x MH-28 PROPOSED 8" DI WATERLINE SERVICE LATERAL (TYP.) (3) - 811 G.V. \4/ \1/ 11 ... ... .... C ? 0 0 .8 x6" REDUCER un ...N?-,P ) — 13+0 0* + I \ LOT 98 \4/ .... ... .. Fol I=: 2+50 NN w .{. \. y \ y y \ W IPROPOSED 6" DI WATERLINE 10 0 '12+00 0 + 50 11+00 11+50 \,N 97 y J\- l'' �� \ 1LOT 10+oo------ H-35 LOT 5 W-W ------- PROPOSED SANITARY SCVVER w w W-W .... .. SERVICE LATERAL (TYP.) 0 LOT I- I mw LOT PROPOSED WATER +\ l 1� ... ... .. SERVICE LATERAL (TYP.) 96 PROPOSED lk BLOW -OFF ASSEMBLY 110 PROPOSED 4" DI WATERLINE •PROPOSED 6 x6" TEE' PROPOSED FIRE HYDRANT (3) - 6" G.V. ASSEMBLY w/ 6"x6" TEE �0 L 6"X4" REDUCER' VAR. WIDTH ACSA VARIABLE WIDTH ACSA 95 0 UTILITY EASEMENT Ln LOT UTILITY EASEMENT + 0 INST. NO. 20220001o183 INST. NO. 2022oowoi.83 LOT VARIABLE W15TH ACSA� 3.09 ... ... UTILITY EASEMENT LOT < y y I .,,, \ `LOT 0 "I­INST. NO. 2022000ioi83 I 10183 0 i PROPOSED SANITARY SEWER, + Al 94 ..... 122 SERVICE LATERAL (TYP.) b MH-3 PROPOSED WATER \+ U LOT PROPOSED 6" DI WATERLINE SERVICE LATERAL (TYP.) L 'IV 12 'VARIABLE PRIVATE SANITARYOT LOT o\ __1 I V 108 LATERAL EASEMENT PROPOSED 8" DI WATERLINE -0 93 INST. NO. 2022000ioi83 -32 0 + LOT LOTa. LOT x.- EXISTING too-YR FLOODIPLAIN (TYP.'), NOTE: ACSA ACCESS 112 LOT 92 O -- 123 EASEMENT SHALL OVERLAP PROPOSED A 0 Ln SWM FACILITY ACCESS EASEMENT LOT 107 + O121 4! . . . . . . . . . . . . . . . ........ PROPOSED 8" PVC SANITARY SEWER PROPOSED SANITARY SEWER u ROPOSED 8" DIP SANITARY SEWER ..... .. ... ----SERVICE LATERAL (TYP.) — — --------- ....... A. PROPOSED — _ - + T I I ,I I FA'CILI ......... . . . . . . . . . . I I MH 6 -2 .I 4, j ° - I I r 01 rl f ~. LOT I O S..... , ......... 91 . . ..... .. LOT H-3 A A LOT ................ ............ 120 0 O ......... 106 -24 .... .... PI -.1.1 , PROPOSED WATER PROPOSED FIRE HYDRANT LOT ........ LOT SERVICE LATERAL (TYP.) t ASSEMBLY w/ 6"x6" TEE go . ...... 113 LL -2g PROPOSED WATER PROPOSED FIRE HYDRANT ,� ° ASSEMBLY w/ 8"x6" TEE♦PROPOSED 6"X4" REDUCER SERVICE LATERAL (TYP.) LOT ........ VARIABLE WIDTH ACSA 105 I..I (:� I�I� LOT II I (00 MH-23 J fi\—UTILITY EASEMENT < r POvv m INST. NO. 2022oomo183 PROPOSED SANITARY SEWER Q� PROPOSED SANITARY SEWER y y W , �--, _- / _ r u SERVICE LATERAL (TYP.) UNDERGROUND ......... SERVICE LATERAL (TYP.) < LOT 0 _j .... LOT Ln LOT DETENTION FAC + PROPOSED 4" DI WATERLINE 114 LOT 119 If 88 VARIABLE WIDTH ACSA 104 / W. y W ti -20 UTILITY EASEMENT 4 EXISTING MANAGED u INST. NO. 20220001o183 < 0 LOT O y y •� .v �, ,� y � a 0 STEEP SLOPES (TYP.) PROPOSED WATER ------- cot 87Ifi FUTURE PUBLIC GREENWAY TO BE SERVICE LATERAL (TYP.) PROPOSED 8" DIP SANITARY SEWER 1�z LOT DEDICATED TO ALBEMARLE COUNTY 10 AT TIME OF FINAL SUBDIVISION. 3 MH-37 ...... LOT \v PER PROFFER #2 OF ZMA2o1800011 0 0 86 + PROPOSED AIR -RELEASE VALVE j 0 rq EXISTING TIE-IN TO EXISTING 18" DIP SANITARY SEWER WITH A PROPOSED 6o" DIAMETER DOGHOUSE MANHOLE. LOT PROPOSED SANITARY SEWER STREAM (TYP.) ONCE THE BASE IS INSTALLED (PRIOR TO MANHOLE SECTIONS), A PIPE SAW SHALL BE USED TO CUT THE SERVICE LATERAL (TYP.) 115 LOT 0 TOP SECTION OF THE EXISTING PIPE. A TEMPORARY COVER SHALL BE INSTALLED AT THIS TIME AND THE z z Lu uj 0 0 u u zU U) ul) (1) (f) uj LLJ Qc 0 a- fl- Lu FF _ V) Lf) LL. U- 0*-PROPOSED FIRE HYDRANT 0 0 7 ASSEMBLY W/ 12"x6" TEE > U) Ln 0 uj 0­4 U) V) ce > > 0 Lu ui 3 cr_ cr_l � 3; 0 + r14 r_4 rj r,4 rj ON CD C) CD Lu rN r114 < rj C) CD 00 m CD CD CD 3; 0 0 3: N 0) M Ln + < co N :> z u LAJ N > m C) CL Lu LJ CN ul) CN U) 0 AIR -RELEASE < r) D AIR VALVE =.OI < 0 0 CL > + - CC) ui > U) ui 0 + - I 0L N Cz >_ Sam-,- PROPOSED12" DI WATERLINE • 0 0 rlq U) PROPERTY BOUNDARY (TYP.) ui , LOT PIPE CUT SHALL BE SEALED TO PREVENT DEBRIS FROM ENTERING THE EXISTING LINE. ONCE THE MANHOLE VAR. WIDTH ACSA LLJ Co SECTIONS ARE INSTALLED, THE TEMPORARY COVER CAN BE REMOVED. THE MANHOLE WILL NEED FULL 11.8 Sm LOT _UTILITY EASEMENT 34 *4 EXTERNAL SEALANT AND AN INTERNAL COATING INSTALLED. THIS SHALL ENSURE THE NEW MANHOLE T \ I , 14" 1� -INST. NO. 2022000lo183 0 VARIABLE PRIVATE SANITARY 102 IS WATERTIGHT, SINCE NO VACUUM TEST WILL BE ABLE TO BE CONDUCTED ON THE NEW MANHOLE. C/) LATERAL EASEMENT• 0 PROPERTY BOUNDARY (TYP.) INST. NO. 20220001o183 NIS. N ........ N.. PROPOSED WATER Q) PROPOSED WALLS SERVICE LATERAL (TYP.) (MAX. HEIGHT=6'). PROPOSED TYPE ...... LOT Lij EXISTING SANITARY SEWER BLOW -OFF ASSEMBLY LOT 84 a. PROPOSED FIRE HYDRANT 1.01 V 0 LOT ASSEMBLY W/ 12x6TEE . ► LOT ..V 117 PROPOSED SANITARY SEvvtK LOT (D VARIABLE PRIVATE SANITARY 116f ' I SANITARY OPEN,-,, ...... ....... SERVICE LATERAL (TYP.) 2� 83 C) LATERAL EASEMENT Z, ' / a LOT PROPOSED 8" DIP SANITARY SEWER SPACE INST. NO. 20220001.01.83 CN 100 0 ry 0 + LOT 0)! i 4 ........ PROPOSED AIR -RELEASE VAL'V'E 82 Lu 400000 PROPOSED 2o'AC SA -"4-%f - `;� !!, ! i; I IT11 ITY EASEMENT ! l �'t ', `• f-- STEEP SLOPES (TYP.) —PROPOSED TYPE A BLOW -OFF ASSEMBLY PROPOSED 2o'ACSA UTILITY EASEMENT -A H-31 S PROPOSED TYPE A 16+00 BLOW -OFF ASSEMBLY PROPOSED 8" DI WATERLINE PROPOSED 12"X8" CROSS (2) - 12" G.V. (2) - 8" G.V. LU I ... LOT 99 ...... 81 ........ ..... ........... 0QATDTJT0 QrATL .......... r............... 0 PROPOSED 8" DI WATERLIN ....... ........ + ....... 30 0 is 30 6o 0 ry OPEN LOT kn I . H SPACE ...... + 80 00 0I IN FEET (jL LOT VARIABLE WIDTH ACSA 1 inch 30 f 111000� MATCHLINE SEE SHEET 9 LOT PROPOSED FIRE HYDRANT t UTILITY EASEMENT 45 ASSEMBLY LY w/ 8"x6" 11 TEE 79 INST. NO. 20220001o183/ "000100� PRO 5ED 8" DI WATERLINE I H 0 S COTT R. LLINS r-) Lic. No. 035791 01/19/23 IONAL _j o � u ul) Z uj g o uj O z 0 uj U-) 0­4 U) > <_j Z 1­4 LL_ u o uj Lu 0� Z: CL ul) JOB NO. 182150 SCALE 1 ff=30' SHEET NO. 10 - - , �rI , I - ---\ -, .L"-+ , ,\ - - )-I,"- ." , -I -.1 * ,. / .I ..... "/, " I. I'1.\4,.... I . / .1.-Iw I . ., ". L \I,. . I-.1 ,.I . .t _I /I , i ., 1I4,,­, I" .II I ,._'.�+*l'\kL �. I1. .,_*4.I. �.L_.L.­--1LI *L4­. , ­ -1-1, *I*** i 4 _"IIL r-Il*,k : .1-,L.I rI..1i-l'I.p ,Ii.I -I� -. Z -.. *--I-. _. . _. _II'(_k.. 4I.I .; ,� - .-. i't . -. *,. I *'. .. .I I I I '­. �, .I- i11I I .I0I 0­IL'I.:- r'. I. ;. .I ,I.-,, ..!. i'j;7­1I.'1 I -.I I. _i I I / / / I It I I I I I I ,I I r- - I I I__l. 3 4.5o BIS. M \% 1 . I I .. 11. . /� I y] I < ____I �" ,I I I""I) __II I____I I II I II I, 1 \-I /-/\, �I . II , I , 1 / ­- D<'.11( I.T1.I r- ��I-1 i )1.'.1 �I,-..I. '. i 1I.I-I ...., ........'- '�..." ..,''.-. IiiIi I.- : . I* '.:*.-. I......l.�,,..-,. *I ..­..*..#:...-. I .I *"i 1,, .'.:.,. ` I * II. L-1.!.],I-'1.j.,1:,�1._D',.0II-. 0� �..1.0. ,. � I .I I.qi / I ' I /k, M. /76,11 .;48 �B/ Gw f"III., , 1/1_/ .., ... ..L. ... ..- �­,..I,.-..IL.....-. I... ._... . .I ..._1�\-_....�1.I II ..... -. .J... .. _......I I. X 4 i 1 t VARIABLE WIDTH PRIVATE WALL 46A \ ? .00 GA YD-1A / / ........ 1-.I , � I .'. - \, \ () � . .. .. 6 49 8 11 k\I/3" .Nf. .1,. 1\ , . I. . I." -_ -,,/ :.��,, \.%. \ MAINTENANCE EASEMENT .. 4 g/o �-..........'..'..'.. UcINA4e) W y W W .. LOT .* , 401. FF / 16B .�.. e10u­­4 44- INST. NO. 202200010183 j / o LOT 8" HDPE ROOF DRAIN SYSTEM 1x r / - \ yo �' ..... 45 4 33 GAR 8 i � °a, ti � / O (`/ = 1 4 \ - 35 '� /o o l 4 ,�, y _ _ - END o '-. - .. /. SCOTT R. LINS'? ----- W ,� oT A H L I N - S 12 . . . . . . . ............. o E y WALLA \ \. 6 GA 1 / \ - s.. ,� i 7 \ / ...... / . U Lic. No. 035791,E f, W� W . STA. 2+]5 l'' �x \ ice- oo. FF 47 / / - ..- .... .. / / .� . �-- 0 4 _ / F.r _ / PUBLIC GREENWAYTO BE / ,'-'�,. ', , _ = ; - \ x�° 0.. o \ LOT - / 1 .'.... 'duo 01/19/23 DEDICATED TO ALBEMARLE COUNTY_* 374 ; ', , ,' �.:.. 3° . C . .. 34 (o \ i 5 PROPOSED GUARDRAIL / s \ PROPOSED DRAINAGE SYSTEM �'S AT TIME OF FINAL SUBDIVISION PLAT, 3746G 29 ., . I*.. -.'...-�, - ,41. ") 1 46 o ...'.'.'.40It SIpNAL ECG PER PROFFER #2 OF ZMA2o1800011 / 42.67BW • • " ,� w x° / NOTE: NO PROPOSED GRADES SHALL EXCEED 2:1 S OPE./ /// . ... • 33 a \ \ 98 .. i ti'�. .. - .• i W 374 - :;ti..'. - • - - \\� ./. / W ( 372 BG ' 3, �. . \\ / PROPOSED 12"HDPE YARD DRAIN SYSTEM /,. ' I / 7 7 •a .' , . � %% \ \ \ . - YD-1 w/ 10 PRIVATE DRAINAGE EASEMENT •a. ° / . .. ' W `� /374 , l... . �, 1X' �" 99• /INST. NO. 2022000io183 .. . . . .. . . / .. . l / o� - OPEN 370 BG o .. ,� 0 s . �, , I„ ,, �... �... . .. x0 8 /o ' ° VARIBLE WIDTH PUBLIC• ' ' SPACE / 68.676w �.. .. '. •: _ '. ASS DRAINAGE EASEMENT OTE: LOPES GREATER THAN :z SHALL BE PLANTED WITH NA IVE . . ��" 4" / 374 � .. � � '` ,1 . 8. o GA � � °:, ...� � ..�Qc �� ''� � �° .. 3 PROPERTY BOUNDARY (TYP. �� (� '� Q' 9 5 \� \ � � .. �° F \ INST. NO. 20220003-0183. 40 STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION \ / 368 BG Q� Q A 2 400.5o FFE 4s \.. OS. GP, \ 1 0 Cn (n 66.67 BW �, 3 .. Fa p x`' SEEDS AT A RATE OF 6o LBS. PER ACRE OR i LB. PER 1 000 SF. z z ,/ t / \Q' �� I� 0.33 B S �' . .a O / ,y�o ..I, ,' .' , uw w ♦ _ 3 x� C.r Q l .. `� . .. � x \ V. 'Q��i \ r95 / ... . 22 / 66 6w y�-�I0Q .. LOT ' o° ' \ �' \ . .:.......... �98 : o 0 \� / `.. 0 60000,( . . . i,�' , 9p... \ ... . . . .. ... . . . UNDERGROU ) _ :. .. Q . . . . . i . - .. � �,� 3 \ \ 392 13 .. PR PERTY N A Y TY ,. ... J z z DETENTION SY TEM B..,..... , �'Q� O B O U D R P ►-A 1-._, 0,_. / 4 12B 1 z % ¢ cn cn ..,. ... . d ' ' , ., 6 FFE > / w w m / .. `` 397. 7 " _ � 12A . °° ' .. ,� / . Of oC - ..-.. -, \.i ,. E_ 2870 0 B5 ... .... , PROPOSED WALL '••-�"••• / •. , / 7'S 1 ....... \. o. - a m - MAX. HEIGHT=6' ; . o6 ZA \. - / So... ....... �o .,'� ,' / / ........ ¢ ¢ -� O / g Z /I,.L. _.. - 'U, .' , .. o.'.�.'.' ' ......'`` . ,� ...... , .. � :: �` / �.. ... ....�:�...�\'. '..-...' ' ...;�.._...` EXISTING PRESERVED ............ . . '� .... o � o.. , .. .... r .. \ 2 ... 14B STEEP SLOPES TYP. .... I ... / ... ., .... z CL a. . .. w.... ..... ....... .... .6 CA \ . j ......... .... \ ' 93 7 11. o - ./ .... ' . O .. .. C I 1.�y 12 1 B ( ) / o ' - EXISTING too -YEAR FLOODPLAIN (TYP. �...'. . \. 95.67 FFE \... 3y� /. c~n cn cn I Aa . . . . . . . . . . . . . . . . . . . .. i F_I J 'N. .......... ........ .. . .... .. . s 85.5o BS T / o �`.. ... w ¢ ¢ ......... . - ... , .. ...,... oo ...•.•.•.•.•.• .............. .-PROPOSED DRAINAGE SYSTEM -�-�� / / ..! .�o ... s. . . . / z _z • O .. , . s' \ 4 CONNECT ROOF & YARD DRAINS •..... . PROPOSED WALL 26 o ` i. LOT , </` - `� .. /. j oO oO o0 3 . , .. ................ �' 1 /0 IK . , .. tQ N ...� .. . . . .. . . . . . . . . ;. ,, I, , . GEO-GRID SYSTEM... _ i / �............. TO STORM SEWER INLET .... / > cn cn r , ao w .... .. / 1 0. / A z z E.'.'.'.'i �' / 394.0o GA = s ''�°� , % ki O /..... o 0 o / \ ..,.` ... .......... .......... / ..... �- / . .... . .... .... .... . ... ..... W / � ., i oo .... ..... .......... .... >; / 6.00FF \.. Q - z. , . tD IT � nn / '.'.`.'.... •w . 39 \ 1oA /� . . . . . . / .... , . . W MT \... �, Jk/, �C., / - - / .. * / N'. .83 I, S �• ,\ ♦ .. �6;,•./j / .... w w VAR. WIDTH PUBLIC FACILITY , ,, , . , . *I . /• � �..� ., �Q' J� '.'.' , . oc o% & MAINTENANCE ESMT.,, ..','• ',',','. , . , ♦.....,.... ` \ \. \. Q /.... . LOT _ ............. ........ INST. NO. 20220001018 :.. \ \�-_ //O a . \ \ �,... A v� .,, Q ] i . . . . . ;1 i .. :, , .• . • 2% PROPOSED 12" HDPE YARD DRAIN SYSTEM ti ./ �. ,' r 3 _ 8 \ . . .0 �. D / �`' w/ 10' PRIVATE DRAINAGE EASEMENT ' 4 / ..........� Q... r . /. ... . W a i / YD-6B / /....... INST. NO. 20220001o18 / / 374 TW' J 2 /b 3 f . . 3 _ , 393.67 GA \ / 38 },! ,,,., ,,. . .. ... N N M j W W w y`., 366 BWt 1-, / �.-". _" ;, . `. r. Z . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . N N N 1 . , . 39 .67 GA / , .. Z%, .. ,.. , 5.67 FF \ PROPOSED DRAINAGE SYSTEM ... I ... I .... .... , / .1' .. , . .... . w o 0 0 " ''... -..II .I /IL "'..... W W �. , /� W�W .6 F / MT / /••• �..... �- �. - , • 3 4 7 C\ 3 5 \ / .. I ..... ... . . . . . W W W o BSMT .\\ \' / '� .. .. o a N rn EXISTING PRESERVED W W...W '.,. ... �, J 4.5 / _ \ \ \ d.`. ... ° 3 .... / o rn / %�.....' �.. J STEEP SLOPES (TYP.) W , W. , ,yVARIABLE WIDTH PRIVATE WALL '. / 3 3.33 GAR ` \ z, / .. .. ..yV� � . . ; .., .. o 0 0 W W w. �. -j• / E \ LOT . - > .. 9 . .. /.. ......... , . _ / .'..°� MAINTENANCE EASEMENT / LC 3 5.33 FF �� ~_ . W W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , 2 /. / .. y I`,'•�• -•y INST. NO. 2022oo01o183 ,I . � �< ( 7 390 3 5.17 BSMT 3 S - I / / i� � / ..: W �. ,'-'W.'-'.'W , .W . W. 41, 11 \ . . / V�! :.. -... %j1,/ ..g r . . . . i I / , ...... , .. - . PROPOSED WALL t1Jll L y , • y ,v-, , , W• , y .' W.' 2♦ `t74 OT _ - - / ` ,7t / a . f .. GEO- RID Y M 37 368 BG ,• ./ �.'.. ... •,... W �'.'.`.v G S STE g g ,...' - / / 1 /�� 8 .... 3� ' ..:; ,_ . , { , . . .; '" 36 66 BW\ -. .'.', / PROPOSED 12 HDPE YARD DRAIN SYSTEM - ..../.... 6 W . `r . w . W .W .W. w. d' . y . W . W . W 1� = . , , .366 Bw. - .�� � , / i 1 � � 6 B . 0 . ..a w/ 10 PRIVATE DRAINAGE EASEMENT :........................ t. l...... 0...., �...y , . �. , . �...� . , INST NO 2022000101 , , ,. %'��0 Vi `� 368 '� � / I / 83 7 y No . . . v . � � . . . / . . .I . . " . . . ' I / I ,. . . .. . / I. r e Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) 6A 36 12.5 30.0 30 13 30 9.3 23.0 23 29 24 14.8 33.5 34 \ \ I I II " I 1 I;. /I\,I_I _,,_-,I'I lI I I I I /11 )�3,1C -J/ -, 3­4,0��,-_JI _\_­ - __.,/ F[�[I1`-".-.:."..,".:-:',­..:",,%._"1.1":i. :-1I�.­-..`1,.I1,,* _.:. ._­,.,. .,I"__,.,­-".i<�. .-- ,_.,- ,,. I:..., .-`""'.-.,'--.,,- ,-1`-_'."-l`.-, .,'.-..._".'. �.,.-`,.--�-,:-­4._:.�:I:.-...:_:_.*_'...-:1:--..1,::`,..,,.., -", ;.. '';._ . '- ..`._­-,�.' '; -1:i.,,.­�1,,* _... ., :1,:.,l...:, ,,.,:,-:.,,..,.:�,.:- ,-,.�, __.,""- _,' .' "DEDICATED TO ALBEMARLE COUNTY ' ' ` ' - \\` M_ y . .",,, tt.. :: ,,"""-',,-' , ,I "I" I ­ .,. , . :_II 1Ii ,I -/ -_I_ / I - \\444//- k\\.41/.."/ / i, ..,... A...- \t .... v.-.., _..*....p , ..../I1....�I:l...._:.... :....I:........�:..":......:..`....­:.. I.i.� "....-. .�I.....­.- .:...\.._.- ;..., I. . ."..." .I, ....._ .* ,.'..._' .. 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WIDTH PUBLIC SWM '.' x"� ?o ." i" ' DRAINAGE EASEMENT .. , y. , . ,/,` . r ", .. �'. 8B FACILITY & MAINTENANCE EASEMENT INST. NO. 202200010183 w'.'.'.y` .'.'.T_'.` • INST. NO. 20220001018 / _ /....I.... .�II. .I II..I. ./I.I.. I. , - -- .I .l.....I ,, ,�'... ,1.., �*�1"* ,_, V�.I ..­� .I r....(',..,. (i ,... :'I, .;.I.A / 37 /... , ..•-r- . . . . . . . . . . . . ',.'.'.-.'..` ..., .... , . , , • . , - . . . . . . . . . . . . . _r I .. . ; ..... .... , .,� �"'.'.'. `.'..' i - . '1 ' 11,.I,I j- I. ,.I., ,�] . -.i.,. I. j1I ... ^ 1\ , .. f. .... ... .. .. .. .. . .. . .. . ... ' '.' '.'..1...... .......... ... ; 3 4 /-..... ... .. . . , EXISTING STREAM (TYP.) - - ,'-,.r ,''... '�.'.`,'..' `'...`. , . }.....' i .'.. ,` .. �, . ,, . . , l 5.. - xo°.' '/'. 6. VARIABLE WIDTH PUBLIC / ` ."R -. .f . . , . . . . . , . . . , . . . !,'. , . . . ., -Ti-.: - I� 1 !` r + f..... , . ....... , y'� DRAINAGE EASEMENT ..... ... . ... .. .... .7 , . , .... i ,� INST. NO. 2 22 0 1 1 ... .... . / - ,. ;, � ° i / /.... ..-,.. , , ..I.I. ..I.... i ..I..I I ........L .I.I.I .......I..I.../ ......I ...I ......I .... -...I.. / X - .,... j. , v - I )-I . a .- ..* Z.., .- ........ , , /....... v / / ''./.......... ,�'`.. SWM FOREST OPEN ' V . �.f , . - . - .'..'..','. . - , DRY DETENTION.'.'. /'-....-...... SPA E A EMENT / ,�, , . �,.',', ..... `. . .... :... . .... E .... ... .. , .................. ,• .............. C E S /....�- r. i } / / s^ r. .......1.... - ....... ... , . , .'. ,'.'.'.'.`..' N. o ,-.. INST. NO. 20220001018 ;.......-.•....I.. ;. BASIN B �o , h ._..6� 3 i / / S� ..s. \ / J . . , . . . . t , . . . . . , . . . .f . . `. . . . . . . . . . . . . . .i , , .-1. ':,4. . % _ / 1 / I . . •. . , . . . , , , , , . . . , . - i , . . . (� .. , ry ....I... / 1,...--..�I�. ':-..,'..II.I r _ ` § ... 0 i i / ` w 1. ..�,�;.... . �I -,.�..�..,.-.,, �, L�/ W . . . . 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EENWA T BE- 'I. .-$ , `FUTURE PUBLIC GR Y O • . , " ti ZM M N � M d' f N O W °' N N W > w ZJ J i w O Z= U WI Y W H H ZW J w a 0 N U W 0 a J w V) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 11 \ \ I I II " I 1 I;. /I\,I_I _,,_-,I'I lI I I I I /11 )�3,1C -J/ -, 3­4,0��,-_JI _\_­ - __.,/ F[�[I1`-".-.:."..,".:-:',­..:",,%._"1.1":i. :-1I�.­-..`1,.I1,,* _.:. ._­,.,. .,I"__,.,­-".i<�. .-- ,_.,- ,,. I:..., .-`""'.-.,'--.,,- ,-1`-_'."-l`.-, .,'.-..._".'. �.,.-`,.--�-,:-­4._:.�:I:.-...:_:_.*_'...-:1:--..1,::`,..,,.., -", ;.. '';._ . '- ..`._­-,�.' '; -1:i.,,.­�1,,* _... ., :1,:.,l...:, ,,.,:,-:.,,..,.:�,.:- ,-,.�, __.,""- _,' .' "DEDICATED TO ALBEMARLE COUNTY ' ' ` ' - \\` M_ y . .",,, tt.. :: ,,"""-',,-' , ,I "I" I ­ .,. , . :_II 1Ii ,I -/ -_I_ / I - \\444//- k\\.41/.."/ / i, ..,... A...- \t .... v.-.., _..*....p , ..../I1....�I:l...._:.... :....I:........�:..":......:..`....­:.. I.i.� "....-. .�I.....­.- .:...\.._.- ;..., I. . ."..." .I, ....._ .* ,.'..._' .. 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(_-III,..I .__1.. . - -I " .:Z: _9._I. 7/. _.II_0`'-7...I j/_,...I. nm(m1 1O,_I _.. ;L,_o;.I _:I -: , I ) " _ I (_ ,I/ jJ\ 11 11 ­ .\___ " , ,,11\1 ,",,­, ": _i \__ (1.J\-L"I \, ". " - I." 11I 1 1 , \I \, \ \.I a0. s' 1 �. , _ .,......I ... \'� I , ,., O f W - W , , , , . . 1�. \ t .Y ' W W W W W ` •Y •y, _'t `'� .. . . .... . ......... ROJECT BOUNDARY (TYP. ... `�.... , .. . o ... , . . / ... ` P t_ , , i l )- ._ \ 1 a M h . •'�. \J 3 l _ J 1 _ VAR. WIDTH PUBLI d ...-::....... W W W W W W C �'`, \ -�4 - -� \ \ L.A. -� 1i -.�. E V V * y 4. W W W W � , �t '� 'i \ I STORM D ���./// 5 2 3 GRO S / , • .. ; ., W W W W W W W W , __ DB 2 PG 6 ° _.__ o PO UND . . RAIN EASEMENT , , _ ROAD UFF , .. 5 Li.-- W W W W W W W + d 5c.. ___ , ._ - ._.__...R- . I : i -, . . . , . . . . . . W W y W W W W W \ 1 \ _ , . ..�•--�'-3 �13 / �_ -... .. - _,c��..c, y/--.L.> , • ... ., W W W y y \. ,� ] .. - .. v.. _ ___ -� r 4 y l _.._ _ .. _. _ ti a 0 __ --'. .- . f , i .. 1A* ` _ ` r-. . VY i . 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S __._.._ - __.._----....,-...a.._.__�_ , - S .r+r"-'ram ` 4 _____ 6 _ _. __, 3 _ ___� ____ SEE PHA G N ---" - SE 2 POLO ROUNDS ROAD PLA -''ram __ _ _ __ __ r._-- �� , _ -t 3� - \ _ , -- ,_ 44�., -: �- �� ___ It_ - _, � - _ FOR PROPOSED POLO GROUNDS ROAD � --- �\ y, __ __ _. __ -��~� `--� - EXPAN I N NT AN TA -_ _.� /' - S O & E R CE DE ILS • , , 4 ,.. ,.. II �. __. __-, � SUB 20 ,/ ,' ,. _ _ __ - \\ 14 _ , /.I..,'�..I 11. .,,1*.,..I.. . �_�9 1"1 ,�, /-.,.. ,.,...,.I. _II 11 _� / _, I"i 1 I __1/ / /t ' ,/ 1 // /,. r. v .. .....'. .. y, , , ..... .- START F 1 3 t... .I 384 _ , -/ / . y :3) . "I. , - \ L '. 68 BG ' .. . - ' . , . WA L A __ . . . . 366 BW - =� � YD 6 / � ♦ /. . �,. y. , l , .W w , ", ' . . y . . ,,.... STA.o+oo-----x1 . . . . . . . �•. ... ., ...... 1 • •I .r .W , . .W, . , W. . . *. . .W. . .* . W. * w , - � �. _ .�� , , , .' . , , , _,,�. 3s....) 6 1 .. ✓• . _ - / _ / j . - Q8 /. 6A VARIABLE WIDTH PUBLIC , .... y . , .y ...y x ;.. , , ' ',•,",' �, : PROPOSED VAR. WIDTH PUBLIC SWM '.' x"� ?o ." i" ' DRAINAGE EASEMENT .. , y. , . ,/,` . r ", .. �'. 8B FACILITY & MAINTENANCE EASEMENT INST. NO. 202200010183 w'.'.'.y` .'.'.T_'.` • INST. NO. 20220001018 / _ /....I.... .�II. .I II..I. ./I.I.. I. , - -- .I .l.....I ,, ,�'... ,1.., �*�1"* ,_, V�.I ..­� .I r....(',..,. (i ,... :'I, .;.I.A / 37 /... , ..•-r- . . . . . . . . . . . . ',.'.'.-.'..` ..., .... , . , , • . , - . . . . . . . . . . . . . _r I .. . ; ..... .... , .,� �"'.'.'. `.'..' i - . '1 ' 11,.I,I j- I. ,.I., ,�] . -.i.,. I. j1I ... ^ 1\ , .. f. .... ... .. .. .. .. . .. . .. . ... ' '.' '.'..1...... .......... ... ; 3 4 /-..... ... .. . . , EXISTING STREAM (TYP.) - - ,'-,.r ,''... '�.'.`,'..' `'...`. , . }.....' i .'.. ,` .. �, . ,, . . , l 5.. - xo°.' '/'. 6. VARIABLE WIDTH PUBLIC / ` ."R -. .f . . , . . . . . , . . . , . . . !,'. , . . . ., -Ti-.: - I� 1 !` r + f..... , . ....... , y'� DRAINAGE EASEMENT ..... ... . ... .. .... .7 , . , .... i ,� INST. NO. 2 22 0 1 1 ... .... . / - ,. ;, � ° i / /.... ..-,.. , , ..I.I. ..I.... i ..I..I I ........L .I.I.I .......I..I.../ ......I ...I ......I .... -...I.. / X - .,... j. , v - I )-I . a .- ..* Z.., .- ........ , , /....... v / / ''./.......... ,�'`.. SWM FOREST OPEN ' V . �.f , . - . - .'..'..','. . - , DRY DETENTION.'.'. /'-....-...... SPA E A EMENT / ,�, , . �,.',', ..... `. . .... :... . .... E .... ... .. , .................. ,• .............. C E S /....�- r. i } / / s^ r. .......1.... - ....... ... , . , .'. ,'.'.'.'.`..' N. o ,-.. INST. NO. 20220001018 ;.......-.•....I.. ;. BASIN B �o , h ._..6� 3 i / / S� ..s. \ / J . . , . . . . t , . . . . . , . . . .f . . `. . . . . . . . . . . . . . .i , , .-1. ':,4. . % _ / 1 / I . . •. . , . . . , , , , , . . . , . - i , . . . (� .. , ry ....I... / 1,...--..�I�. ':-..,'..II.I r _ ` § ... 0 i i / ` w 1. ..�,�;.... . �I -,.�..�..,.-.,, �, L�/ W . . . . 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' /r i '.. 26 . rf 4 7jry .. , . .. ,/ 1\. 4/. /, I. .� �. 1< / �,. 6% / 4f.. ­.� ...; ......../ \� / ... *..... 0 N � \.. - / �. .. / PROPERTY B LOT .r x° ,`.: / ....: / / OUNDARY (TYP.)' S A 4 .67GA �,N.... r' 2 .6 A . .ry)/I- I � / 1 . / 1 d . FFE \ < ./ . , 430.33 FFE � t', ' / r 4 4 / = \28:� / �- 5o BSIV % _ / ... rn 1 \ 7.... / 8 . �. . ., � /5b7 I �1�. l 0 ' 3 I .:'. %� I / t 4 5 � � � ;f . - : 44A / .;:, ; ..... \ LOT o BG r/. \ \ YD E \ 4 5 �/ 3 N F o3BW � ... \ � ,.'''' \ \ 25 WALL PROPOSED DRAINAGE SYSTEM - ,' I ---. • • . z ,' ' ..I. 42 0o GAR : , 9.33 GAR \ :. ST .1+6 405 &� .. 0­ � I .,.. 4 1.33 FFE 404 BG . "^ - - 44B 4 0o FFE ' 1.1 BSM ' \ / / . "V�. 402 BW j O .­'... 0.83 BSMT 428 4 7 28.6 ti, / 4 7 / `� 21.00 GA 43 // .. Z2 . 0 4 . '/..'. ..4. / o LOT � .. / / , . . /ti 2 FFE LOT f LO' ' /.-,..0 16 12.8 BS T 7 j .24 42.. / ° 4 3 % r 2 422 LOT \ �I.II �f �..II.. ...I..I..I. .IIII �I.I�. 1.I... III.I�. II1.I. I.�I ..W I(I�I ../..�'11... ;, /.. II I./ ��. .�I / I..I .I I1I1 �.. r�r.-,..11"-_,.- 1.. .,.". ..i,.I­.z ..� V. .?�*. w.__- 4 .--;/�l__�_ 4 ... 4 gG �'l r .. ..... :.... � ,: ; i / I 26 / CONNECT F . PROPOSED WALL 11 ... �, .. ........�, . ;� f / . TO STORM S .... 9 BW I. , .... / GEO-GRID SYSTEM / , .. .... q7 L'�'­, . / . --- l / .. -�-'._ LOT - � },• 4 ,� /" 8 HDPE ROOF DRAIN SYSTEM wJ 6 . . . PROPOSED WALL ?,'.', - ..... / � ,� -L I I. 3 8 G �. to '.. ' - 10PRIVATE DRAINAGE EASEMENT 3 ..;. ,"• , `4•. _ 'I...... INST. NO. 20220001018 7 (MAX. HEIGHT=6') 6 W ` .... t - /.. / - / 418.33 GAR I� _.: ;......': • 3% ,2.67 GA / LOT J LOT 20. FF / °• . �... .......... -� 4 33 411.33 FF 1a / x 35 l Z� 410.17 BS T „ . 8" HDPE ROOF DRAIN SYSTEM 4° VARIABLE WIDTH PRIVATE WALL ' • / 1% , ... / 41 0 5.33 GAR . .. .. 3 B� MAINTENANCE EASEMENT a ? 0% .,- '../ / 26.00 F r E // . . . . INST. NO. 202200010183 . . O / & .. / / 4 LOT / / ' I Q' .p .. ... I . /. / / 10 PRIVATE DRAINAGE EASEMENT ! Q v � ry 422.5 :-7 INST. NO. 2022000 - ) �� 4 _, _ ; 12" HDPE YARD DRAIN Y T / / \ �.- 417.7 34 ..... . . . . ' _ / cn + S S EM, \ / YD-3C r O-D n _w/ 1o' PRIVATE DRAINAGE EASEMENT 2.67 GA o J O 4, .. . �-. \ 422.5 / °') 1 J .�Q6 INST. NO. 20220003.03.83 / �'. . M --- �-- 43• ti 418.0 4i 423.33 FFE .'4icn /\ ti /X ( 4( B 415.67 GA O . _ \ 418.1 422. 7//o / .. _ .ti...... 1 R F 39 IG 417.67 FF i : ,:`Q.O 3% /170o GA YD-3B / / LOT .. 3 LOT 8 . I .. , w . 407.50 BS T 49/0 •k a 417.67 FF 1 414 ti 4- .. i . 1 / 14 . j 33 417.8 / ...� . ...,. CONNECT ROOF DRAIN LOT / \ .1 . J ROOF 1 A / cn .\ . .' . j. Nv i 40o TW 4 V.J.�... . . . 4 •o TO STORM SEWER INLET /. I ... . ..... I o 2 / / . - g8 BG o 14 9 / . V4t ..,/ . J + 1..r4 .. / 8.0o GAR 3 6 BW - __ _ .. 6n.. / / LOT 418.67 FFE . - +- - - ..... . / .. START F 399 TWB / . 8 HDPE ROOF DRAIN SYSTEM w/ 32 So '� o 1�__ . WALL 399 BG .A 40 � / .10' PRIVATE DRAINAGE EASEMENT � x� 16.00 GA - o . ST . o+oo _397 BW -�- - _4 40A / / INST. NO. 202200010183 16.6 FFE / 5 ti'). , 1 .00 GA � ` / / / 4 7, y 4 4 3 .. �,:�` LOT oA 1 5 1 . oo FF o -'� . 00 �. I t 0 4 5 �� % 4 �" � ...... . . -_ . / 1 , Wy - , `" - LOT 404.83135 T 5 ..12 - _ _ // 3 / . ..... . 1. I E . ' 1 / 414.0o GAR / . y. . - 3 . . .... 4 ,., , ;, . I o '.'�.' '..' •. _ YD-3A I \ .. 414.67 FFE I ?6 . I .V. . \ \ / ....�.­ .'.' .. `'. ; ,! + ... �. � �, LOT % 6a. . :\ _ \ o/� .. . .�, . 1 \ 30 j / . , i ... 10.0 .' r~ ...... d __ 4 \ •. ; ..-.. .A.. . ..:'., \. 4 / - _ - :..:.�. \ , . , . \.`. \ \ 411.33 GAR ..:.......:.......'\./`,.4 , . T 0 2 oQ11 FE < w.,.. .'. ,,, lo. GA d \ , \ �% . 4 33 1..... / 1 ° I. ^ / 4 ...�.. k. ✓o . . �. Z?.' / . 412.33 FF� 4 .' �.... \ _ �/, v. , �, .. }d YD / .. . \. . 3 ... % ... 4o2.1713S T r I _ .. `. „\ ,.-,,,.....•......-.,.� d, ....... �, . LOT .... :ti • o �.r''. .. a . O ..1 ... / x�, �/' Q 4 a . :, 0 1 / �►. ` ... ...,., . 1 l� 12 HDPE YARD/ROOF DRAIN SYSTEM \ " " • ..... • . ... \.. o \ . y.' 1 , , .. 1 \ � w/ 30'PRIVATE DRAINAGE EASEMENT \ ..• ..... ... •.•.. 4 4 . . - , ,. A g INST. NO.2o220001018 .. ..'.-. ' '.....' .. = � � /j% ,... ...w. L 3 . .../, . . 1- . .. . .. , . � � ... \ .\ OPEN SPACE 48B '.'.'.'.'.'...408 s. 2.0o GA p- .. ..... . o :, a 3 . . ...... - , , .. , ........ .. ;?� 41 :. ,. \ ,� _. � r 2. FF \. .. . .... /o . , \ -- CONNECT ROOF & YARD DRAINS . . . - 408.00 G -- .. ....... , . ,\. -.�~ o .. / . 1. . i, , o ... . . . . . . \ . . . . . ; . . , -. , , , , o / � /o TO STORM SEWER INLET x 1 . , .;.... .. ti , .. . . .. �` 10.0o F A 4 \\ yti�, 0 67 G 37 �` .8 BS T , .. \ 11. FF 399 3 4 _ - 1II ... �.... S o �.. :; \ 12 HDPE YARD DRAIN SYSTEM 48A / % LOT \ LO .......... , ' -^ �. 3 .... , ... .. � �, :,,....`.. ,.. , . , . , . \ w/ to PRIVATE DRAINAGE EASEMENT f 1, ' ....... ,4,. I 11 \.. \ ..'.... ..... \ ... INST. NO. 20220001018 . _ .. -�- 54 �' ,\... 1.. \ 3 l . 8.67 GA .. \ ,, ..... \............... 40 48 \ o FF , \ Zz ... ..4.I . .1 _.. _ :'� �. ..` , 1-� ...'.... , PROPOSED DRAINAGE SYSTEM �, / T �... 1 �.. j \ o'.,.,. \'' \ 08.6�0 ". ... \I.......,,... )� .4 7 .. . . ..... q y x . ...,. .... ... ... .ti O \ *. ' 0 5' y o /p . o5.op AR z4/o \; .: a . : , ....\ ..... _:.._:_: 40� 4o GAR x PROPOSED GREENWAY TYP. ( ) �..... .. \ .. .. .. 5 ti / 407.0o F ... ° ... .. 6. \ ♦. 0 3 4� 3 2 /0 4 5 .. t 396.83 B 5 T-- ,� ;\ �, .... .. , . d . . ... / - f LOT > �'� /-1 6B �\ , ... . . LOT . `. , 3 .. / OS- 6 .I .. o.. GAR 2 10 . 2 0 4 33 5 ... ,� .... u, 5 xo 47 , 0 4 . o k \ !2 /o yti a. 405 FF W. . :�. � .. `\ m :� 1 i 4o LOT �' .. .. 10 ,,/'.. ,; I. N ,_, '. ooGA ...:\.. .... . .CONNECT ROOF DRAIN 51 \ .. ....v . % .. .... . o o FF EXISTING PRESERVED '~ ...'.' YD-2 TO STORM SEWER INLET 3 /0 4 3 ,, STEEP SLOPES (TYP.) '� o 2% \ ktp 2.33 GA 5o ., ,,` .,, 402.67 GAR\ °°°° yo .......... ;• 04.67 FFE �x. 46B X • o. z'"� . 4 5 3 4.5o BSM VARIABLE WIDTH PRIVATE WALL- 46A ;. .00 GA YD-lA I �_1; TA 7+ -7f r.I L *� I \ 36 4 I\ \'\\�I . .. .. ..--.-..-......... ..m. m.I�.. m..... .l.l.�,.,':" ... .1. ... II\, ..".-**- ..- .A. . MAINTENANCE EASEMENT . LOT .,.,. 46 _ , d % 401. FF 49 o iINST. NO. 202200030353 4 o OT 8" HDPE ROOF DRAIN SYSTEM \, 9 •` .'�. .,o'`°` .: : :': 45 � 4 .33 GAR $ i cA % 35 z.. `� . o� 6/0 0 1. F F 4 w / o . �, ''� ... . ° 4 / N s /'x - i END O /,,' ... .. OT iI WALL A 1 • a .... . t, � N , AT F Q. 47 / /_ /\ „ . , ,... °� 7 8 HDPE ROOF DRAIN SYSTEM w/ 4 4 , 5 I , . 4 / YD-1J .3. RAINAGE EASEMENT ?.. 1o' PRIVATE DRAINAGE EASEMENT �....... 44 33 GA .. -/ ... ,; ../ / l / o .... INST. NO. 2022000sol8 00 FF o INST. NO. 202200010183 o ,� .. 444 / / ° _... O-T �,. ,� ,,� . . �. _. . 4/+4 .,. x - //_/_�_� 438 \ / ­�'',_ .... / ... \ � _ .'.'.'. ��..� 2 o �� i e�, ..: ..... � ...= 10' PRIVATE \ / 44 74 0 �\ :•` ..'.'.'.'.'.'- .'.'.'..' 4 8 HDPE ROOF DRAIN SYSTEM w/ � 6 GA 434 DRAINAGE EASEMENT .......... 43 7 10 PRIVATE DRAINAGE EASEMENT / / / FF �... INST. NO. 20220001018 I d. �� �. 3 INST. NO. 20220001o183 3 OT . B .. ... .,.. /3. d 54 r �: . .... YD- F y 3 \ `: .A, o , 73 / VcV` ..•....Y. 1 PROPOSED WALL .. ...,.�. 21 LOT 8. / \ o GA ,` 43 3 ./ • . - 4 44 , 3 33` GEO RID SYSTEM 3� G S FF 1 .. , ... ,• ... .. 4 / ... �' END OF .... / �+ .... !�/.. .. / L T O o / ... /.. �° . < . Y - Y) %. , WALL B x a �-,. � D 11 /... / -__ . _--.. d' �o �. 54A .' o/p ]2 / �. .. n' .� ;:'.'..' STA. 1 48.5 ,►_. a' . . .ry .. .. / /• ...... � , 2 GA /...`. J. / 38.67 GAi� .':'.'.'.'.I...'.'.':.'.. l Y 44 •33 . . LOT i oo FF ... / . 0o Ff= 39 . . / 1 OT 40 ..,.... 4.. , / 43 3 GAR 71 / ,. , . 416 TW 7 E ........ ROPOSED DRAINAGE SYSTEM / /v� / ....; . . 412.67 BW / ° i / �.. 18TW i LOT / /: / .. 4 412 BG 39 / tpx / 35 O.. 410.67 BW • a .Y. 00 GA / / / .. ti� 4 `• R 6. FF . .T�AP�:.=... • .... 18 TW 3 33 4.38 412 BG ,• 20A / �` / YD-1H / , 10.6 BW LOT O / ............. ffi / 0:......... w 440.3 AR=;:t:''' • / / \ / / / /.. 2O 410 BG 38 / / 441.00 F./ 0 o8.6 BW� 53 4 7 1 , LOT 433.9 / 12 HDPE+YARD DRAIN SYSTEM ...'.'.' 43.4 TW .6 GAR / d .... \ 34 7 / 0 4k .67 GA 70 / 4o8 BG W 435.0o FFE xht<. .. . / o y�/ / 44 FF �o / % �c,o6.67 BW 9 d `. / ti j`..' 412 TW / . '.'.` / / v' '�'.. � .. v 407 BG \ / `' :` \ 8 HDPE ROOF DRAIN SYSTEM 4 Q- 428.67 / 69 p ..... .. 405. BW 8.33 GAR ...... / . ,- _ /' . . �OF DRAIN'...' ti 41oTw '� / LOT \ // • . , 19 �` 06 BG LIVER INLET ....... �. / 6. GAR 68 ... 4 33 /, "' ' / 404.67 BW 28.67 GAR � o _ . �3?.' o � ... 1 xo .... ,/.. / � 7. FF // � > ... , . , .... .. 10 TW 429.33 FFE 52B .. .:.../ 4 ,;- /o / - LOT ... .. . / 08 BG �43 ... ° 0 52A -' -' / 6] 4 .'i oo,. 406.67 BW GAR j / f 4 33 GAR , f ..... % :�'. 33 .30 ..... ,��► , Dix �o FFE 435 FF , , . , , .� • / p o % .' '.... ,/ :...'.. do PROPOSED WALL / '.'.'.'.',' ..'.' ' / / LOT YD-1G ':.: , v� 410 TW (MAX. HEIGHT=6') 7d/° , ....', .... - %� �: GA - .. '... , .... 409.33 BG , �.. _ : 33 66 /l .'... ;... / .. 408 BW EXISTING MANAGED / ..... ..'.4?8 52 o FF / • ° ' ' d' ti 432• LOT .• • • • - • STEEP SLOPES (TYP.) ..0).- .. 0 .. �... J START OF �' / ... 65 \ 4 x� ..... f WALL B d . Q•. 51 �42 ,y r'.ti! . . ' STA. o+oo 000 / d: ...I..... ;..',. � QO. %`� 43 CONNECT ROOF DRAIN .. 10 PRIVATE K `C�. 2°/ 428. GAR TO STORM SEWER INLET DRAINAGE EASEMENT 40001* `, • ... 97 Q'J� /� 429.33 428. 4 3 ti' i/ U r.. :' INST. NO. 202200010183 .� �,� 3% LOT42 9' ...... < 428.6 y 0000 ................ '.. 8 0o GA 64 / .......... PROPOSED GUARDRAIL (TYP.) 1 o° �Q' O % - x .,.,..0 -� 42 FF .. i/ olel4r \.. Q'-.' j% LOT / ° , , YD-1F . y _�42 : ', '' ; / NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE .'��/-�*.:�- '? 6.00 GAR 63 - • ..:..... ; ,� lk,.. , . t� STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION 2 F F ,/ ........ /� .�•�.•.�•••• � /� � 4 8" HDPE ROOF DRAIN SYSTEM ' ' ' ' ' • ' ' �-� �' • • .. •... ... z%: LOT r �-i-:•.-.•.-.-. O :' ' SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,000 SF. .. �...,-. J�V. C` .- , ' .00 GA 62 1. w ,Q ��J... : ' PROPOSED DRAINAGE SYSTEM /.'-.* - % / ,% Q i LOT �r NOTE: NO PROPO D GRADES SHALL EXCEED 2:1 SLOPE. . .. . I . I . 1. . I . . � � • 2:67 GAR 61 2 �. . xh .'._,ZQ'.p� d _ 50 4 3 / YD-1E . :Q� ,' . . /o ;-... LOT / 18 .. . . . 60 ::: .' .... . I. .. .. I II .. 1� .I .I'I. .l� Il � I .. .. II I .. �. I I. � . I. I. 67 GAR . 421. FF / i / ... ........ /` �,V20. LOT \ , 59 0 1O' PRIVATE . .. 1 ' o 1$ f ...... . ...... .. ..-------- . I I . . I .. � � � DRAINAGE EASEMENT II � x. 4 % 1f3. GA �° \ / • o INST. NO. 202120001018 4 \ " 18B 3 417.33 d 1 , a / . . ... ... .... ,4/o LOT 1 / .'d:...... .. d V r $ 12"HD Y R D I ',i . . 5 PE A D RA N SYSTEM �} / 6.0o GAR .. . . . . ..... . . . - /�/11_ .z 1, / .... . ,;.......... � � EXISTING STREAM (TYP. _ _ - ,,-- 1 FF / . ,: ._--... 6 , ......�'. ... . . ...,<- LOT / YD 1D o .. j 11 -_- w.�- ... ... ... oGA 57 .. / . . . of .:. , ... .. .,..... ....I. ..I... � / ti. '� . f . . . . . . - . ; . . . . . . . . . . . . . . FF / , .. / ..... . .. ..,,:j .... /'. --. ............. �. LOT , / ry y PROPERTY BOUNDARY (TYP.) .. , , ....., ..w.. , ... .., ........' , I .............. . \ / .... .. ... ., ... . r � i 5 6 ... r , y.. w .. . ... .�. ..­. I �.....� . .... .. ;416 f � .� II I I � .I I 1 /i - �'. . . . . . . " . . , . , . . . . . . . . . ,,� . . . . . . . /` . . .... ......... ... ...... ,.......... .,....... / 1 f w : '' O T 7 .. ... ... - .. ... ... ... . ....... �_. . .............. 55 o. ai. . . . . . . . . . __l. / ,► . . / ll�, r 8 H ROOF DRAIN Y ! , . ,, .. I. . \ DPE S STEM " " ' ... .. / ... ;i .. �.. . �. ......,....... ... ..... �.. ..... . .......1....... + .. �-......... . ... ..... / .. . . .. ... /// /////// 1 + II . .I 414 ........ .. ........... .. / /. .. ........I .... ..... / .'.'..:... 10' PRIVATE . . 7. r. . . . ...-I........... .... . ..� ./I . . . I .. I /�.I ..� . .; .. _�. �. I ✓i ... � . o DRAINAGE EASEMENT ..,�. x�. ..... , .........i .................... . v� o INST. NO. 20220001018 ti ti 3 .� .. .. . :; YD-1B� ........... -:.... . �.... 1-1. 1, 01, // /N7/-*O" . " I, Ii i ".., �,/ �.. - .SWM FOREST OPEN . ............../,- ..............I.......I.. ..'. ,'.�/.'..' SPACE EASEMENT i /.............. �O� I . / 12 HDPE YARD DRAIN SYSTEM.. :'. - INST. NO. 2022000so183 .... / I 1 16 ti. /• ..�. . .. .-I... . :r::::.......... �._­/,.:,,-....Y.. �. � �t;li;f,i GRAPHIC SCALE .. .. j J 30 o 15 30 6o v� If �` / 1....l....I ' .I I. . . . jj/, ix� .,/ - / it ,/ -0 .'1I1'1 y.4o8 1'' 3 !� r� ( IN FEET ) J / _ ". xh. " ,' / � l 1 inch 30 ft. ro ,.. J 1 INE_ / . i,. / S�F:o/... /. . . ,. , . . . . , ,r ` / .. ... ..... . ....... \ ./ / / I - K��TH OFF �o' j��, o SCOTT R. LINS�Z ,U Lic. No. 035791,� 6 01/19/234, ' I SI0NAL S Ln V/ Z z w w m 2: O 0 V V z z J z c�WWn can a � 0 0 m U) = Q Q V) z z z w 0 Q_ � a Oz w w w O t - F- H V) � U) V) J J w Q z < ) z 04 � w w O O cn v) 0 0 uj ce > > ce � N N CM N N N w O O O Q 0000 N m 0 00 v 0 0 0 a) w T_ CM Cr? z N It CM i N O F_ 0) H N C) Q > < Ld z J H .J > m ,■,. LL1 W F-- r%%% 0 ,-1 z J E--' 0� C6 g t U .,- q c6 I • U) z F--H LLl 0 �__ u D Cl �^ 0 (1'Vj VJ �_ W LLJ L1J _I 0 J �- F-­ii �� U) I- W 0 0� 0 Q O O N w F- r-n Lu Ce = a V) JOB NO. 182150 SCALE 1 "=30' SHEET NO 12 PUBLIC GREENWAY TO BE -w-"No' -, . - Drainage Easement Chart - PROPOSED WALL EN Pipe NoI,--, illillilillillillllll1111111111-. Size (inches) Max Depth feet Easement Width Required feet Easement Width Provided feetHT. = 6' 22 TW 422 TWA WALL Hz - 20 ---- p P > q > DEDICATED TO ALBEMARLE COUNTY • (MAX.( ) 4 , 2O B O STA. 2+42 1 56A 24 17.0 38.0 38 AT TIME OF FINAL SUBDIVISION PLAT,''" \V � � 422 TW 418 BG 16 B i z2 f _ ' VARIABLE WIDTH PRIVATE 57 24 12.8 29.5 30 PER PROFFER #2 CIF 7_MA2n1800011 43.6 B i6 BW 4 22 BG 2°TW SWM FOREST OPEN ,41 BW '/I "' 2oBW I 58A 24 10.1 24.2 25 1x t WALL MAINTENANCE EASEMENT tti 59 24 8.3 20.5 21 414 BG SPACE EASEMENT-� �,. 2 Tw -50 ! j/ ! a - INST. NO. 2o22ooa1o183 412 BW 4 4 - �,'"` 63 24 7.8 19.5 20 ' .. ` INST. NO. 2022000lo183 / 2 BG 4 SWM FOREST OPEN PUBLIC GREENWAY TO BE 11 w �. w,. 4-. ,� .�. 418TW �; 422Tvv � 424 - SPACE EASEMENT ...,--.. .. 65 24 6.2 16.3 20 412 BG 416 BG gV�J BG1421- 422 BW \ I--,' .- DEDICATED TO ALBEMARLE COUNTY - INST. NO. 202200010183 .. .- ... ( 4 i 4 B 2 - ' AT TIME OF FINAL SUBDIVISION PLAT �'� -, , 416 TW 10 BW 414 BW �12 16 GI 1 2 �I � 426 TW E D O I_/� .11 11 �--�- �' ` - . � `.� • . �r-� �`' w, :,.. 412 B G 422 �V� �, .,.--- � � 4 � 4 B G � W A L L H 2 . '� , PER PROFFER #2 OF ZMA2o18o0011 �. 9 PROPOSED WALLS 410 BW 418 TW �� N2 0- `� rn f :. \ .......... x . ( - .................. 412BG , - L\A �N y 4 �� 1 TW ` PLL 4 - , 22 BW STA +61 i \ f,, r PROPOSED WALL j'... ;.<`'''.... >}'�':. (MAX. HT. - 6) 41z BG 410 BW P 1 \ / `� 1 � ;. 7 1,GEO GRID SYSTEM ...........__ .. ...ROOF 1 C 2 lo' PRIVATE �' ''\ '� \� 1oBW - 5 O� \ �zI. .. � ... � . � � ..,<�, - • , 'y,. ,1, ,1, .. EXISTING PRESERVED END OF 4 .�.. 22 BW PROPOSED WALL ,.% \ f f ..... `.. �r f ,- .....r:'.. ;' .. STEEP SLOPES (TYP.) WALLS 412 TW DRAINAGE EASEMENT fi � �i ; . \4, ... y ... ... ,!, .. ,I, ... ..i... . . .a; ,i, ��\ {MAX. HT . = 3) A ,�'\ ti A` 9 412 BG -- _.. + INST. NO. 2022000 END OF ,'. 2 TW 394 TW 406 T 6+0 38o TW 39 o TW TW A 10 TW 410 BW 2 �, �1. , �, S VARIABLE WIDTH PRIVATE- `�' `� . � WALL F o TW 86 BG �' . --- . . 388 BG . . I /. 4 4 . . . 403 BG 4 4 � WALL MAINTENANCE EASEMENT LOT It .% 38o BG 388 TW 39 3 _ 8 BG 10 BG START OF 5 OF'" = Uti C'n PROJECT BOUNDARY (TYP.) STA. 3+56 384 BG 384 BW 86 BW . . .. 39 401 BW 4 W ,422 BW I INST. NO. 20220001o18 ��° ,t . . . .:. .:..� 378 BW 382 BG 82 BW�"" -_Mr=N -- 396 BW . . 08 TW 4o8 BW WALL H i ' _ 2 , 3 135 �\,��,\�, \\ r�. 38o BW 3 - J/ 4 TA. o+oo A. 0�•o0 1 � ! i \,... ,�; ... --386 �. . . . �. 404 BG -�' -� LOT o \ --- �/ 1 0. \ . . . . . . . . - 407 TW 405 TW 402 BW L 1 - \ . 7 GA 1 0 - _ --c T \� \ . d . . . " _ 406 BG 400 BG 410 TW ' 34 + X; " PROPOSED WALL 1 / __---- - _ - - 02 TW 404 BW o BG r 6� GEO-GRID SYSTEM ` 4 4.67 FFE 1 1 - \ 72 .� 403 BW - 4 ROOF 1 B ` -- .�, ,�, -r'---�.n.,F--,�,K- �`� / 398 394 g 396 BG 398 BW 4 5 1 5 , LOT 4 .5o BSM ' ,% � :; \ ---� 'iti 392 BG �-- - _:__...394 1 -_ .394 BW -""_.� ``� � ! 1 , � 1.00 GA ..... . �' \ ��i��� �g�� 39 TW/3 o BW 3 2 BW - -- ___ � 1 33 I -�, \ r �� �o oQ,Gi 390 G � i �-4- / 410 TW � \ \ , 4 3.00 FFE \ = ;1: 3..... , \ I \ - , 39 6�� - 388 BW�'' / - , LOT -� . - . ° I O N. N, / � I - 6 BW1\ 1 7 33 1\2% \ � :�• \ 4 8 BG ,, � BSM __ ` GAR 43 72 ` L f' o r LOT ff I - - 4° 132 CONNECT ROOF DRAIN - 'i'' N, \ \ o TW - 05 TW 10 TW \ FFE 1 00 . . " / I Y �� / / \ 127 LOT END OF 4 7 402 BG 4 LOT 1 TO STORM SEWER INLET 4 9 33 \ - _ _ �.__� 71 :... 16+ _:. � / \ \ ! \ \ WALL D 4°7 BG 400 BW 406 BG ` 4 9.17 BSM .' • �.. ....... .. . i , ,� / \ oo GARS 1 z% , .......... ,�. . `�� / \ 1 00 GA 128 STA. 5+2 405 B 404 BW 131 1 -- -� ...... ;:':'� ....'� \ 20, PUBLIC - \ 4 4. i - r o'er.'.'.... - o W...'; :' / . V VARIABLE WIDTH PUBLIC r` w \ \ , 1 4 4 0o FFE :r.15+5 I... DRAINAGE EASEMENT T,, SWM FACILITY EASEMENT ; / \ 16.00 FFE I 1 LOT S • \ a �� 0 41 0o GAR \ 4 .83 BSMT \ -� - ,,.z• �'�'r 1.1...: Oc� `.': . / INST. NO. 202200010183 * \,, \ INST. NO. 202200010183 / v�� 05.83 BSM .6 GAR /o-1. Y. �4 - \ PROPOSED WALLS 41 .00 FFE LOT 130 7 \ - .. : G o ,may......-' r �. .� �. \ � - 8.6 FFE 1 � ,-- 5 ,--...'.... � ..... ........... � .�.'..... f � -.... ;. \* w w i / MAX. HT. = 6 0 .8 BSMT 12 \ �i / LOT 1.0o GA 41 .5o BSMT - � 7 _ 1 �4� 73 / R 1 _ 1 .6 ,GA 1PROPOSED WALL / 12 3 7 \ �3 - oo FFE ` ""\4% +50-... ..............wry-� ... ..�.,.. '1 74 \ 6 \ - i 41 4 3 \ \ 14 \ , 4 W W W _� GEO-GRID SYSTEM o / ; 415." FF \,- --_ ,,. 4 7.00 GAR! 2.8 BSM 1 _-_� o '' ` - ' S. , :.,�-/.-..-- - . 1k w \ � \ of \I,% 1 4 3 _ 14 /n :._�'.'. �. 74q0 o S,. ° S5f� � •-..- _ g.00 FFE � w \ � 1 s ..�.' .' '�'.'. ..... � ���_- --� YD-4B ° .. �.... . / - I ti - _ ..� .. . \ �, . m / ;: - ROOF 1 A 6 - o .... .. . . J - O w I ... o\ / I 8.83 BSM _ - -1. .' .. .'14+ ... w- YD-4C ... . \ r- ,` , _ 68B M ... .. . s. D-4 44 I I _ Y A \ � 0) , - -- .. - - ... 75 - i� 4 .�\ CONTIGUOUS \ \ ^ m / -C- - - - -ISOA-.-- n•1. _ CONNECT ROOF DRAIN.'.'�p - -� ... .I . _ i 1 1 V, M • - 14, WETLAND ,\ °•. • ° ,TO STORM SEWER INLET.'. 4 1SYSTEM \ 1 / ff ' i ,_......... :- . �. 13��° ..moo �..... N .....�` �- LOT I ° 1 1 PROPOSED DRAINAGE .41 14. y .� �] � / .............. . .... I .... I ............... . 62B N ...`.. _ j 1. _ .. , . � .. .. � �, 11 s . ' �- 68A �a �+39 33 GA 98 1 \ J ;:�....... _ - - --- "_ 1 r 1 12" HDPE YARD DRAIN SYSTEM •Y J, * W W I' W W , W 'W ;� n'1 J t" . . . . . . : : �f . O -� Y ` \ 1 0o GdR ..... .. .. +5 A 0.00 FF + , v v �. I \ ca J 4 3 ^'..... 12.....: .'...... � ... 6B 6 9°� 4 -� w/ 10 PRIVATE DRAINAGE EASEMENT , .. ";. ... � 7 7.. 1 I' N 1 1 0o FIDE I -� . � 1 \ m J 4 5 I 1°� .. ; - 62A co . +00.. -; 76 °" INST. NO. 20220001o183 .-.-_ -- I . 0 8 BSMT to+oo '.',./.*,.,., , . , , . , ...... 10+ 0 ....... . . .. . .... + nr .r'.. , ..'... p . 12 ........ (�E LOT W -- - �, o LOT 4 4 3 11+00 11 50 . 'v. ' .... .. o A 5�..� . .. . \ _ \ m - R�� LL_ pAD 67 _ 1 �. . �\ I . . - . . + \ . . . . •a 1 �V�;-,.A.,. 1 m iF 7•:.,:. \ \ l ... ^ 125 . , ... .... .... , t--....`._. o- w -: PU ;, 68 1 439 33 R IN t;l, ; I 1, M I ! ,,........ C6..... q4_. �QS 3 I r 8 HDPE ROOF D A SYSTEM w/ �, . . ...... ...... � \ .. j .� w.........W , -. : .....W . , .. -w- .PRO .... ` ..... .. \ 0 40.o 1 . + 4 \ � � � �1 • � - � � � � � � - .,-- 10" PRIVATE DRAINAGE EASEMENT 48 \ / I `" . N . 80� , . -. _ CONNECT YARD DRAINS , r: 83 tl f - vi C . 1. o A R ,�, i �-- .6 G • - � LLNS 1 T NO 2022000101 a . W N I \ 374 BG I i --- _ - _-� 6oA 61 -- _. TO STORM SEWER INLET . _ 1 4 7 7 ° r + �` ' 1 1 �' _ -- LOT 1 / N ... ' . _. 1 6 .... TW 2 BW' I39 ^► - .... i .... - 4 9,67 FFE N 6 373 3 • ' ! '-��_ 1 o BG :- -`� 65 66 -'' 1 i o.00 G R� - 1 14, 14,1 'e 1 a"i 373 BG 88 BW \, -- ! ...: ; .... ......,�' - 63 -=�- .... - 110 4 .5o . . . 1 r 1 . . . . 1. .,, .� � \ \ i � � � � ' ! � 0 44 7 � . . i....... VAR. WIDTH PUBLIC ..'.. , ` 9/° .1. 'a. I ii 371 BW i PROPOSED DRAINAGE SYSTEM ... '.'. , - 62 r ........ 1 s i1 - 1 • . ::.I., .:... . i END OF \ 88Tw O o '.'..... '.'.'.'.'..'.'.' ? .. • 1 1 . "� , , , , , ... .'".. VAR. WIDTH PUBLIC .. / -- LOT 1 .. r . WALLG f 38oBW \ \ ,... 4 DRAINAGE EASEMENT " 39• 1 �..:.' I , ` ` 3 DRAINAGE EASEMENT •� ° INST. NO. 202200010183 -,,. - _ �. I STA.1+ 6 \ .. .. YD D 3 \ ' INST. NO. 20220001018 ° 8. GAR 440.0o GAR 9S 1 4 1 I � 1 / ` 3 - _ .. . �, 6 LOT � � YD- A LOT 4 33 � z�/o '.' .' -- ` 1 ....' y ` ��'� \ �' 1% '� 419 33 GAR . 0 4 5 4 0.33 FFE . 'i'.. ' 7% 1 40.67 FF o . I I 373 TW O \ 373 TW T'w 413 . - � f � 59 7% �+ j 111 1 10 9 1 p 373 E 1 ``�. l � 21. FF � � .. � 4 .17 BSMT .. •: � � 1 ': .. + ... , .. i 1 6 GAR �. .00 FFE 33 �4 9. 7 � _ qy .. a' •� 372 BG 367 BG i I W 1 37o BG q/ 11.1 BSM % k 1 . I I I 37o BW 65 BW 68 BW 381 TW .. ' 1 1 , N I . . .8 BSMT � � LOT 7 i ... a 9 21.6 FFE 1 �� y �''S � .•.'. 4 7 ` 0 �-� I 73TW 375BG 4 3 / 414 . 12-----4--- .` / PROPOSED 8 HDPE ROOF DRAIN SYSTEM ` I. - ° ".... R 94 .�:... .. 373 TW 373 BG 3 ,�-712 2 I N ... i . 440 67 Gd I w T _ -�-- ' 10' PRIVATE PROPOSED WALLS 368 BG LOT /0 1 64'� 20. 1 N. � I 1. FF W i 371Bw 3o I 1 f . _ 4 4 9.67 GAR` r 1 + /b 4 33 DRAINAGE EASEMENT �C.'.'3'.'..'. i (MAX. HT. = 6) 3 \ / . I $ \ YD-5F LOT � I INST. NO. 20220001018 i . . N i _ � �, 'I 66 BW � � �, � \ � 12 � � � � °� .. - 4 1,67 FFE`, /0 .. .'•��`���. �LOT � � ' � � 3 .�. .. PROPOSED DRAINAGE SYSTEM TW ^ 1 i 373 \,9 \ TART OF 389TW / 4 -oo-GAR I 111 VAR. WIDTH PUBLIC 1o8 NITS .. 441•� i ... . 367 BG 1� �� \ WALL G DRAINAGE EASEMENT 64D.. 64C I • �t 43 .5o BS .'�'.' I 1. GA 93 1 ` a �'� 383 BG START O 6.0o FFE ' 44 33 �. A - - � �nn 1 ^.365 B s� STA. +o0 38i BW I x , .. 6 B I � .... � L_- �� \ WALL INST. NO. 202200010183 � 4 1 .. 1 % 42.0o FF _ _ j 05.83 BSM . o 1'.. 7 I'. s� TW STA. 0+00 �) - -- i ' ' 0 1 40.33 GAR .3 . YD-4E ;. r . VARIABLE WIDTH PUBLIC l �L. \ 376 BG / D .. � ,• 4 2.33 FFE �+ 2.0o G R I I ' o c \ 378Bw 389TW LOT 58 -408 I °, ... i � LOT , 44 LOT u, .. p 8C + . SWM FACILITY EASEMENT // I1. \ 386BG / 5 =, YD-5B LOT 4 2.17 BSM o� 42.67 FF I I : � '":... p..': INST. NO. 20220001018 .; �6 \� `\ 384 BW 123 -/ -- .1- 112 ` 92 .6 N 00.1 I....Q..'. 1 A I i,LOT ��� I ' A, ,r 421 67 G YD-5G r Ln ' 78 .... O..'. 6 �, 397 TW 397 TW / F I 10 PRIVATE 1 ,POSED DRAINAGE SYSTEM j • 1 ;9°� 2 .6 FFE _ _ _ =- 1 1 / s BG BG _ 2 8 GAR ° 4 3 7 L 1 - L� EN of � I i 1214 � 1 DRAINAGE EASEMENT 1 - N � � w� ` • o ! �.. . . _ 1 389 BW 395 BW / / �� /p _ 1 _�! I W . , ,. , , (P . ... ... � WALL CZ .__ _' � ,, '� ... 1 ' ... .. . 2'.8 F' E �• 4 3 3 ., _ 422.o gq -� � �_ ;: / Al / I .-.'1.. . , ... INST. NO. 20220001o18 I 7 - 3 _ > i_ / : - ll� \ 4. .. o Tw -0 / -\ 31X --i ---- -- I CONNECT ROOF DRAIN I 1 1�.'i I �. i 4 4 _ \ , _ ... - _ ... .... .I. 58B ,/'BEN OF .• .. .. I .. ,� . WALL C1 �.' .'i I 12 HDPE YARD DRAIN SYSTEM K' .... I. TO STORM SEWER INLET i 1 ..'I.'.. f cn ,Un. . „�(a' ! \ 402 BW- I gg ..... .. .. .. . 7 1 J . . r.' / ., STA, 3+11 w/ to PRIVATE DRAINAGE EASEMENT 1 I �o o I I , .�" LOT 11 I' IQ�a I , DRY DE E TI6_L ; + , i I INST. NO.20220001018 o = Oi � v \397 -� / / ` 412 TVIf 2 / -� I l 3 �Q 1 42.67 G1 1 i 39z BG 12 BG 4 �( - I 1 ___ _____i . . . . FF 91 ° 1'� -- 4 � 1 43 33 BASIN A 390 BW� 404 58A 10 Bw LOT I - I o +- . y4, i,.. 3 9 400 BG / 4 4.0o GA I LOT J °° w.� ! loo .... 11� \ \ _ N. -� ' 12 0 I. 8 BW / . O . Z.'U . .. -YR F P TY _:� � . , , . , • .... 389 B � 39 ,,<. � \,� / ��•• � . � 44 .00 GAR - I � ff EX ST NG 10o LOOD LAIN ( P:) � � � � � ...,. .. , ., . ... , , .. / 426.0o FFE \ .. � o �- 106 � I o - ----- .. ..f.. /.. 387 BW \\ I rY1 TQ.' ,(a- \ ,/, 'V 412 w i \ o � ^'' oo FFE i + o 2 .8 G R I 44 �....J m µ r! l'- 8 N ' _: a' ' ...'.. �: 1 4 4 5 3 M -7 /0 4 3 LOT �- y�/o LOT , , °i .' :.I . :.:.5. ' \ ^S ----, 1 1� I ` 398 eG �/ / y�o 406 BG \ Q- O 1 �' 8 BSMT ' N. I ! ° ;4 Gq „ o 0) � ;,_ . 8 F F 43 3 ; ,�, i_a= :' 6BW V� i 4 5 3 11 1 ( Q.[L 1 ! /0 3'33 0 8 HDPE ROOF DRAIN SYSTEM w/ '�' _ 3 � '. � ;/...'.'.' ' 39 'i 404 BW - . *1 I . \; F `t \.`. `'.'.'.'.',' .' ^� II / \ 2% Q�C�` / I� �4 Z�0 444.0o FF 9 10' PRIVATE DRAINAGE EASEMENT I : ' ` L i� - 1 �� .fl,. , ... S7ART0� 412 TW \ U/V // L -, I ( -u INST. NO. 2°2200010183 j........ . / �?... _ .eeS , , S AR O WALL E O 406 BG / _-� �J - 424.17 1 LOT I {, =.y, 1,0 p I - _________ r i I� .. J / WALL F STA. +o / / 404 BW �y v Q - _ 44 •33 GAR F, .... Q °- :. I LOT I ,1. I . I - ck, t S 1 \ -4 I 1 I r 1 w - - - I - _ YD C �_ ..... �O STA o+oo ,:' /� �� 4: O 5 1 5 FFE I ........ 0 444.00 G R I -�'...1 EXISTING MANAGED_ / ' �Tv� I 89 L'....' 8 404 W / '/ \ a ..'.'.'. I.. .. �� . '` ° / _ 43 .17 BSMT 1 o--fjo I ' a 444.67 FF I I �I STEEP SLOPES (TYP.) . ... . . ITI c 38i BG 400 BG 1 ,j................ �,`, . YD 5H I 8" HDPE ROOF DRAIN SYSTEM w/ 15 I ..� . _ I I ° I EXISTING STREAM (TYP.) y .� 379 W % ; / GAR \ 1 .'.'.'.'.';t.'. �'.'.'.'.. �... ��'..'.'..'.'.'.'.. ��: `' l f I _ _ .. lA 0 + .( ..... � 398 BW!/ • / 5 33 , � / ..... / J 10 PRIVATE DRAINAGE EASEMENT , _ ..' I ! N I i .'.'.'.'.':'.'....''..'.'..'.'... �. ......... I /' `- I , � i / LOT 27 33 FFE , , ........ ............ - I LOT 1 INST. NO. 20220001o18 .. °• LOT I W y �. - + G / / \ 3 1 I �-- 6 i I� .: . . PUBLIC GREENWAY TO BE .. \ . ,( / %6 '.'.'.'.'.'..' '.. , :'.....' '. '......... � ! 0 444 7 �.. . , �. 17.17BSMT 3. �.../ N J UI i O +4/0 ,. �'.�. PROPOSED SWM ACCESS PATH ro / 119 * . 11 .,_�_ 88 DEDICATED TO ALBEMARLE COUNTY ` / 2 6 4 �- I N .. 445 33 12 HDPE YARD DRAIN SYSTEM \ ,' :....... i... - g%+ 5 7 GAR I o 104 44 0o GAR , FF J ,� AT TIME OF FINAL SUBDIVISION PLAT, .... %' o "'' J . .... • • • . .... . 427.67 FFE rn 44 -oo FFE 1 I 3.. �� w 1o' PRIVATE DRAINAGE EASEMENT w . W \ / ° �. �•' a\ it 1 3U�° / PROPOSED WALL PER PROFFER #2 OF ZMA2o18000ii .. ` '.. y.. W\ ;J :'.... ... 43 .83 BSMT j .. INST. NO. 202200010183 1 '.','.. 1*; '. \ O GEO-GRID SYSTEM i / I • F.'.'.�,' '.'.'.'.'.. ..�.. .. ..........y . `; ... J ... LOT I �- i ...,�. \ 1 ..... ' *... .. ....... ...... J ... .. I 1 '�' . ,.. i 1 •I • • I . o GA y r \ I 404 i i.. o - 1 I _ �+/0 445.33 %. - .'. 8 s \ is - . ;` . . . , . . \. - w, 400 B 1 _ 446• 7 I'.' ' X J 44 67 GAR oo FF I 1 \ 8 Bw i . , ..... ... ,� i 44 67 FFE �.... 445 I , LOT 1 I _ �:' ....... W.. �,%_.. VARIABLE WIDTH PUBLIC - j9I ._ -- 4 ..','.'.',',' .... , t 26.o I 1 o BSMT % ° . . _ 0 ... . j ! lV W f7V. ,y I . . . . . . ;. . . . . . . . ! . ' ! - ',. ° .................,Y,. SWM FACILITY EASEMENT 4o4TW o N ........ J l 4 l 10q 43 5 . �, - ° / I so PRIVATE .... .. .' --`� LOT I ^I- - 398 BG \ VARIABLE WIDTH PRIVATE a .. ; . i i .. j INST. NO. 20220001.018 46.0o G - N •I'.J. . J, ... ..... ,....+... ..... 0 , rL DRAINAGE EASEMENT 0 4 6 Bw YD c� I4 G .. �" �_, \ 39 - WALL MAINTENANCE EASEMENT ... , .... '.....'..: ......,..".... , ..... / 1o I 86 4 ....I .. , INST. NO. 20220001010 J PROJECT BOUNDARY TYP. ....... `.. ;... .... .:.. �. / INST. NO. 20220001o18 / 36.8X _ 3 ° ( ) ,. NDERGRO ND ` 3 . .`. /o f' U U 1 . ' .... - / I ..... . . II 6 . o o G - ----_J � .... I . �. _ a 9 0 / // A LOT / _ -___-� J...' 26 o G R s 0 44 4'. �4'.'.'.. `�'`. r . DETENTION SYSTEM A , , PROPOSED WALL r o 5D �- . �;; . .. .,, 4 5 YD -� ° FF ...�`\ . .. „ 2 /o '�. .... y / ,�, J j2 446 67 LOT .. , . j _ w \ 28. o FFE / '41:�, \ ,..... ,;, . .. ......... \ MAX. HT. - 6 4 5 115 ( ) �- \ 426.0o GAR` . l I I . J. . rn \ I, 8 45.4 . \..... `~ \ \ LOT = / - J 445 95 S 0 \ i X .. ... , .... ,�;t , . . , .. , _ .. �o� - 28.0o FFE �- /: N, / .. . J 445 75 .. l _ I I. -,.... ... ... ... .... rn .8 BSMT \ I J / ..... 3 _ 7 3 /�_ ... �. LOT I ..... /0' / Alk 11 ,�.. NV. -4.1 . . . . . . . � I . 'IV, . . . . . . . I I . I I I � � . I . . . . . . . � / - .� PROPOSED 12 HDPE YARD DRAIN SYSTEM / ,....., s 102 •� i ' / �. 44 .00 GA 10 PRIVATE �n Ali :U 1 1 \/ \ ....... 1 ...... \ . ... } . _ '...... �� o - - N ' °� \ ,� 00 44 00 FF A ...... �- X 'DRAINAGE EASEMENT . ..'co // \1/ .......... . ........ ...... .. 2 /° 8 /o I N 3. �: \' ' ','.'. 4 J 01018 _..._j \ 12 Tw A� ; \ . / \ / � 4 ' 83 BSMT �: 6. I \ 3 . �. �. i 42 G + -INST NO 20 20 �: . 4 6BG .,.. ...........:............. .... .. 4z8 o FFE .. 7�0'� _ .: _ .. .. o G OT \ _, . '-' ). 404 BW I �', , .... ,`-� ,"+ l.. I J 447 0 L .. . . I \ 4 GA 410 TW .. , z oo FFE / GAR 6.6 / `. . . . . . . . . , . . , f: . . . .\ ... 8 SMT 9 J �, .� 4 3 R I ,. N LOT 447 67 .. 6 FF , _ .. _ � 8 4 ° j :,, ...............f� ..... �\\ PROPERTY BOUNDARY (TYP.} 404 BG / - .t • ; 447 7 4 L . I I .... ........ ..... - - • 0 42 4, ..... , . ........ f . \ 4o BW 4 f.1. / 3. B ..../... .... ,�.. .. ....: .. .. ...... C1� LOT ' r.// � / 4 .5o SMT o� ,' ....... �+/ 4�+7.67 GA .... ' � . , r . o TW ° � I .....'4' . ��.- .... �.. 42 L / / o , .... ,. ,,.. .. 33 "'," 4 4 �� �16 0 1 OT � -/ / a '48. FF '�.J ,I. f.\. w. 398 BG \ 117 I LOT �.'. y . g W � 6 I' w .v , \ W W396 BW C� 40 1" i 116 / I Q 4 `,5 V. ....... ,, %. e 1.�. , .......... ... �z °z BG 1 / / .. 83 .. ,r 6 ��- 26.0 . . 1 � I l 4 0 y� ..� w ,�,. � - PROPOSED WALL � .` oo BW 12 TW �� ...�..,... , .... + . 1 / � .. �---� f �. ........... F :. ..... OPEN _ � \ \,- ...t .�.. , ..;,'.'.'.'. :�' � LOT 44 • 7 AR - 'J.'..�....' 0 44�'.67 GA .. ... / `\ (MAX. HT. 6) r-o �! 8 PE ROOF DRAIN SYSTEM .' l� r -" 408 BG 67 FFE 4 / e . .. 4 N _ // �, 8. FF .� 1 / �700 0 �✓ S PACE ) o6 Bw. / J LOT 3':. - _i . --- 4 9 5o BSM 3p/o J + - ,':o .a,.....;i, �►y 400 W _ �1° j i o YD- E /� _ � .. 447! . ;'. . f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . START OF lx % 5 ,. . n' 82 '.I .: \ 410 !' ; / -PRO SED OOF D _ � �► 400 BG TW % PO 8 HDPE R RAIN SYSTEM 10 PRIVATE - .... f EXISTING PRESERVED ...�; 398 BW wALL C1 ! - . 438 / `'--_J J .. �/ I . . . . . . . . . . . . . . . . . . . . . . . .-, . . . . . . . . . . . . . . . . . 404 BG I I J DRAINAGE EASEMENT STEEP SLOPES (TYP.) START OF 402 BW 410 TW STA. o+oo -T� ..... _ 13%1,,447.67 GA % J-�'.'.�'..' / - /.in Rr.\� r�/'. r..� / l l�41 LC�T �� 67 GAR ('� f INST. NO. 202200010183 cc-, � 33, 6o ��'Ti r 0 N �� / 14 -,o5N� 0SCO7TTTR,. LINSZ ,U Lic. No. 035791,a '0;0��'S 01/19/23 �/O) SIONAL �� H � w w 2: E O O U ! U (DIU Z , Z z �a�-- can ' cU)i� O F a m Q!Q 0 � zZ wz z o g n� a a O z w w w H ; > -j w (A ;Q Q Q oc z LL Z - Z , - 010 F- - i W� z,iz O 1O � U) '.i�> U) H w � I� N N ! M N N N w o 0 0 � � � � 0 0 � M \ co � � o oIo ZLLj w J~ W Q 0 N Z :� W Q Z t-i Q 0 66 Z P-4 0 Q LL uj J F- � � r) O W uj ce- ^ LL r L / JOB NO. 182150 SCALE 1 "=30' N U I C: � L U r C D V m C: to I C: K I I -I A I N 3 :1 D M H L L. CSC r L /-\ I N 1 C: U V V I 1 I-1 1 N H I I V C: . ,`,�1 . .-`�-- ` v \ .. I .... � �EJ -'J ` .. `/ �\.� . -� ........... `% 46 :.:: J 79 1 :::':'` 442 \ STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATIO� / YP) SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER l,000 SF. t I � MATC H L I N E SEE SHEET12 / - .. , I ... /. . . 1-1 11 25 z - \ �'`�Z6 GAR / �. -- / SHEET NO 13 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296- 5832) 48 HOURS /N 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 SUBMI TTED WI TH THE TEST RESUL IS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WA TERCOURSE. 4. GUARDRAIL LOCH TIONS ARE APPROX/MA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE END TREA TMENTS WILL BE FIELD VERIFIED A T THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VA / A TION. SHOULD THE FINAL PLA T FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 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 TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION /S REQUIRED FOR ALL STORM SEWERS AND CUL VERTS THA T ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL 1S ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENT/RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRA/NS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS IND/CA TE. 3. 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 /N ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR 111 PRIOR TO PLACING A GGREGA TE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE /S BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE /S 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 COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COA T RC-250 © 0.3 GAL./SQ. YD. ). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA TI DNS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPOR TA TION MAY BE L OCA TED WITHIN THE S TREE TS RI GH T 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 DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE /S 2: 1 (HORIZONTAL: l/ERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA LIED, 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). 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 21 A 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 21 A 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 21 A 8 0.6 12.94 Marcella Court 113 2 1133 4 4 7.74 ]SM-9.5 2 1.67 BM-25 1 1.6 21 A 8 0.6 19.74 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 N IN PLACE MATERIAL TH 0 0 G US 0 CAT E TIME OF CONSTRUCTION. 2AGE GROUP: 2-12 ELEVATED PLAY ACTIVI S -TOTAL: 6 12 YEARS ELEVATED PLAY ACTWIT S ACCESIBLE BY TRANSFER: b REQ'D 3 ELEVATED PLAY ACTIVI ES ACCESIBLE BY RAMP: 0 REQ' GROUND LEVEL ACTIVI TYPE: 3 D 2 GROUND LEVEL QLAN TY: 4 EQ'D 2 i 3.5" ARCH SWING (3 BAY) MR0930 1 i 1PEMA' CERTIFIED ASTM F1487 To verify product certification, visit www.ipema.org Site Concepts L.L.C. PO Box 235 PHONE NO: (434) 823-2745 Crozet,VA FAX NO: (434) 823-2749 GROUND SPACE:189'-6" x 46-0" PROTECTIVE AREA: 205'-0" x 57'-0" DRAWN BY: George Novey DATE: 9/02/2022 8' BELT SEAT W/CHAIN 2840 FRICTION WEAR MAT 32" X 54" BLACK 994167BK 8' BELT SEAT W/CHAIN 2840 FRICTION WEAR MAT 32" X 54" BLACK 994167BK 360 DEG )T SEAT 8' 2990 LAYCOVER UMBRELLA 12', STANDARD FABRIC 704672 BENCH W/BACK 6' DIAMOND ING MRSG303D 8' INCLINED CRAWLTUBE 7048738 DECK ENCL / (X 2) 7048135 BONGO PERCH (X3) �, 2 7047721 a G%" TWISTED VINE CLIMBER 70486725 GROOVE II SLIDE 7046385 PLAYCOVER UMBRELLA 12', STANDARD FABRIC 704672 L-SLIDE 7049071 VIPPY SEE SAW 8021549 TRANSFER POINT 70485139 BUBBLE 704875 Q STORE FRONT PIROUETTE, RED (BELOW DECK) 8027630 7047137B WI RUBBER WEAR MAT-,--' TWISTER CLIMBER 7048485 BENCH W/BACK 6' DIAMOND ING MRSG303D R0098_44825423742 COMPLIES TO ASTM/CPSC COMPLIES TO ADA 1 AGE GROUP: 5-12 MR K* *A= ELEVATED PLAY ACTMTIES . TOTAL: 0 �� 2 ELEVATED PLAY ACTIVITIES ACCESIBLE BY TRANSFER: 0 REO'D 0 r 1 ELEVATED PLAY ACTIVITIES ACCESIBLE BY RAMP: 0 REQ'D 0 GROUND LEVELACTIVITY TYPE: 7 RE= 0 GROUND LEVEL QUANTITY: 13 REQ'D 0 wR rues 14+ PLAYCOVER UMBRELLA 12', STANDARD FABRIC 714672 BONGO JUNGLE CLIMBER ONLY 7147865 CHAMELEON 11 FS SLIDE (5' PLATFORM) 4666701 WAVE WALKER HIP CLIMBER 714613H5 HANDRING BRIDGE 7148645SR ° o0 CHINNING BAR LUCKY LADY BUG 7148435 SPRING RIDER 960 BENCH W/BACK U DIAMOND ING MRSG303D PLAYCOVER UMBRELLA 12', STANDARD FABRIC 714672 To promote safe and proper equipment use by children. Miracle recommends the installation of either a Miracle safety sign or other appropriate safety signa e near each playsystem's main entry polnt(s) to inform parents and supervisors of the age appropriateness of the playsystem and general rules for safe play. ROAD SECTIONS APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS R/W ' 1/4 j mom i 1' 5' 6' (CONCRETE (PLANTIN SIDEWALK) STRIP) R/W CIL (POINT OF FINISHED 4" UD-4 UNDERDRAIN 2.5 4' 12' (CG-6 (BIKE TRAVEL CURB & GUTTER) LANE) LANE) GRADE) 1/4":1' 4" UD-4 UNDERDRAIN 12' 4� 2.5' rRAVEL (BIKE (CG-6 . CURB & LANE) LANE) GUTTER) 361 F/C-F/C 61' R/W-R/W TYPICAL S77R��'T SECTION - 61' PUBLIC ROAD RIX (IMLSEr A IlE'NUT) 30 MPH DE'SICN SPEED NOT TO SCALE) CIL GRADE) 9' NOTE: NO PARKING ALONG ROADWAY R/W irade THE PLAY COMPONENTS IDENTIFIED IN THIS PLAN ARE IPEMA CERTIFIED. THE USE AND LAYOUT OF THESE COMPONENTS CONFORM TO THE REQUIREMENTS OF ASTM F1487. AN ENERGY ABSORBING PROTECTIVE SURFACE IS REQUIRED UNDER & AROUND ALL PLAY SYSTEMS R/W 3./4":1 (POINT OF FINISHED ON -STREET 114:1' --1/411i1' 1/414:1' PARKING) -- NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED s s p WITH NO PARKING SIGNS. 'NO 1' S' 6' � (CG- 12.5' 12.5' 2.(CG5 6' S' 1' PARKING' SIGNS SHALL BE PLACED --(CONCRETE PLANTING CURB & TRAVEL TRAVEL CURB & (PLANTING CONCRETE SIDEWALK) STRIP) GUTTER) LANE) LANE) GUTTER) STRIP) SIDEWALK) EVERY 15 0' A L O N G T H E PROPOSED 29 ! F/C F/C ROAD AND CUL-DE-SAC AS - - SHOWN ON THE ROAD PLAN 61' R/W-R/W LAYOUT SHEETS i TYPICI4L STREET SEC7710YV -- 54' ' PUBLICROAD Rl#r ON -STREET PARKING WILL NOT B E STRIPED ALONG THE ROADWAYS (SABZZ7X00I� DWIVE. 1ACOVIA Z4VZPffA?CZLL14 S'TRL7L'T. ffARC.Z7z1A COURT 25 ffPI1 DES1CzV SPEED ('NOT TO SCWE) PROPOSED 2" SM-g.S SURFACE COURSE PROPOSED 6" zs-A BASE COURSE�x/�x/�x COMPACTED SUB -GRADE ASPHALT PAVING - DRI VEWA Y NO SCALE AR TR""'-P GENRATION------�"�! zH ° o o P o c ' ° ° ° :1 L I �= �- ° °off E SCOTTNRLLINSZ I A-'-�`-� 1 0 AR ADT �', I f ,.,. = I� i � Lic. No. 035791 �. \ ° p: o / { o ° . °° I \\ i - - _ I 09/12/22 o° 0 \ o V.1Qi,' , f NAL / O o o , .� / O °O F. ' o : O,1 �' �.� . 1 . / "` ? ! U) ��/ O -z ffi a o � / �� t � •,� w. LLJ 00�0 \ o\ ° / z O f I LU ! / a- co o , :� zUj z 0LU 1 O Uj � E- z `t:.: o / c I o \ , / LL .' ° `�/ may''/ 1 / '/ / / \ u•) I I I f 0 / . �'' , / ,' ' ce. > LV / ICY- o �O 0 0 / o 0 0 0 j O J o ° o _ o ✓/ �// TRIP GENERATION CALL ATIONS ,� TRIP GENERATION BASED ON ITE TRIP GENERATION N N �, . 'J o ' MANUAL (1oTH EDITION) w CD CD N N 00 a ' ' ,54 SINGLE FAMILY DETACHED UNITS (CODE 210) o o \o I o ; %` �� ,:.r28 SINGLE FAMILY ATTACHED UNITS (CODE 230) 00 rn ;;'� / 0 53 TOWNHOUSE UNITS (CODE 230) O 0 /1.° ' 0°; o I = \� _ °°°°° °°gig' o ADT: 11103 VPD (552 ENTER/ 551 EXIT) - - ° J � T /.. 0 POLO 0000 AM PEAK: 77VPH (ig ENTER/58 EXIT) -. - - GROUNDS ROA o D PM PEAK: 99 VPH (62 ENTER/ 37 EXIT) / 0 0 � -_ r C-/ CM N � M 1 N O N N \Q W J ® W 0 J Q U W F-- rr� VJ f- W W/ LL Cn W Lli 0 O O N Splash Block Instructions --------- ------------ ----------------------- ---; iBefore installation of the Splash Block, or any Patent -pending cut-out to allow rain divertinf--------- ,, . _1.� ,._ .-- ---- r,-c around the fi I house. There II 10 feet from I I I I TOP OF 4" CURB a 2„ R 644 d a a J �» a d ° e i ° 4 a s 4,.a .4 v d 4 -i e a.4 a d a c F1, M, DOT #57,#68, OR STANDARD CG- 6 #78 STONE BASE CURB &GUTTER UNDER UCHEECKEDB 8 DOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. SM-9.5A SURFACE COURSE BN INTERMEDIATE CO( COMPACTED AG( BASE COURSE, VD NO SCALE 4 " COMPA C TED A GGREGA TE BASE COURSE, VDOT #21 A COMPA C TED SUBGRADE 10, 2" SM-9.5A SURFACE COURSE 10' PEDESTRIAN PA THWA Y DETAIL ALONG POLO GROUNDS ROA D CLASS A - TYPE 1 LOW -MAINTENANCE NO SCALE (5' MIN.) si" (TYP.) SEE PAVEMENT CHART 4" CONC. FOR DEPTH OF EACH PAVEMENT COURSE 3000 psi M/N. A COMPACTED-,,--" SUBGRADE ASPHALT PAVING - ROADS NO SCALE 2yL 4'" 27-A S70NE BASE sa CONCRETE SIDEWALK NO SCALE w � w Lu JOB NO. 182150 SCALE AS SHOWN SHEET NO. 14 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2023.) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY i (1-800-552-7001). 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. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE JUNCT10N BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. -• VARIES - t-IQ't��• '� 10i r 51 10, WATER SEWER 3 � o a d � L❑CATI❑N OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH DJ SEPARATI❑N OF WATER & SEWER SYSTEMS. UTILITIES CR❑SSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS 8c EASEMENT WIDTHS CONTRACTOR. TD-1 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 PLACE 5' GALVANIZED " WITNESS " POST WITH OBTAINED BY THE CONTRACTOR. CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS "OTHER- FINISHED GRADE DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. - __- 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS ' GIVEN BY THE ACSA. -ADJUSTABLE VALVE BOX W/ LID 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF f - WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST Z RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. _ 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS,y APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR r SEWER SERVICE BEING ESTABLISHED. ; - M.J. GATE VALVE WATER LINE GOOD FOUNDATION MATERIAL ;COCKY FOUNDATION MATERIAL_ ,y4 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA. 24 IN THRUST BLOCK . 4 24 x IN INITIAL BACKFILL x ,�. VIN MIN. "IN. NIIN. 6" BEDDING a d 4 a ° . 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FULINDATION IN POOR SOIL UNDER -CUT CONDITION 4MI - INITIAL BACKFILL 4JMI UNSTABLE a" a" 8" g" SOIL MIN MIN. = MIN MIN. #68 STONE - - �RANULAR FILL AS APPROVED BY ACSA ZSTABLE STA L OIL O �IOCK'• SOIL OR ROC 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 DLJG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD- 2 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 15 1/2" E.J.ZW. 1574 CAST IRON CLEANOUT FRAME AND LID 10 1/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED, 7 1/2„ SEE PAVEMENT AROUND CLEANOUT COVER , EXISTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS + .1 j PVC FEMALE CLEANOLT ADAPTER f y _ I WITH INVERTED NUT SCREW CAP OR FLAT SLOTTED SCREW CAP _ l�KOR-N-SEAL No. 5406-10 AWS * WITH 10 1,14" BAND PVC PIPE SEE BACKFILL AND BEDDING 450 BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE T - - - SANITARY LATERAL , WYE f) 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 `r �x� ;+'..�,�•;�'•,'r+� a' FRAME AND LTD LLL - LLLL � d; I` ------- - --�-`` LLL.�- ,: • ` �% SEWER LATERAL %YE A CONCRETE"" 450 BEND A COLLAR 24„ PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS G SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND 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 0,10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8.. 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3,42 0.83 10" & 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.$3 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3 TD-3 ^IMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL I" TYPE "K" J SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. i'x1'x1" TEE a NOTE. NO SWEATED FITTINGS 2' DUAL SERVICE R t' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL I' TYPE 'K' SOFT COPPER (D FOR USE QN DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION ME10 IS N07 PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. r- CAST IRON LID FINISHED GRADE 1q'-IS" LOCK S ALL NG Il f BOX METER BALL jJ VALVE (INOUTLET) 36" MIN. - COPPERSETnR 1 /$ SEND COUPLING ps, I M ETER -\:CORPORA-ION STOP BRICK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 Z I i41 ap 'N � L1 / t 4 3000 PSI CONIC. 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 LLj CONNECTION "' BOOT © INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN I NTS FIG. S-1-B TD- 2 7 Top View IW-A,4 6" MINIMUM4' MINIMUM 4" MINIMUM . 4.0 a a . 4 d NOTE: RESTRAINED JOINT FITTINGS. Side View - - - 42" Minimum loo - - - - 4 Certlflcation of 95% compaction required a L! I l4 4 Galvanized Steel Beam, I I a W12 x 14 (min. size) a 3' min. penetration into undisturbed 45 soil , or as approved by the .0 ACSA. I III II II�III TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-36 TD-5 NOTEI MIN, 60` DIAMETER MANHOLE REQUIRED, o •r G- KH. !TEV 4 �• fTYP.> DROP MANHOLE PVC CROSS ;st" s \ r. USE A EIVECFLEXIBLE RUBBER u>"' f 2 _ -- FOOT. o it p F - --___ .4!sKETEr: 'STOP' :0:1;ljLINL eI• -. :• '', I DROP PIPE PIPE STRAPS j ° (STAINLESS STEEL) -' o SPACEr EVERY ;•.' ' 2' VERTICALLY RESTRAINED BEND SEWER �~ INFLUENT ' PI PE 4 t+ '. •a Q, •, 6• P 0 • a •3 MAIN SEWER 4 PIPE %MMEMW PLAN PROFILE NIv. BEDDING: ',KITH NO. 69 1:,'T0N4E 1- HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT &&ALL NOT BE LESS THAN TWO (21 FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND ODNNECTED 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 LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7 1`01NIMUNI 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTI" NT,S, Ti { \ E Pn ch cn E ^ ^ o' wLn Q N E wN t� OD E S J �J rn O Y O E vY �6: E sa E Iv .Nip v yw ■ rN � g W Z E c� E o lYis 4 o f �, O CL pE Y N� in'n U N _ N W u Nu W u J O p o a o f 6 F o w N �u N, ' v>h - u r� v E N N E �E MJ E 1640 . O Ir E n of E go£ W E co 1� I� t `N P �o� N� 'ten M; W N N u N O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 FINISHED GRADE -IT1_ f T=T1 T- -ITI- TRENCH ' REDUCER . a ° �-2500 P.S.I. CONCRETE THRUST BLOCK ---------=- - - - UNDISTURBED SOIL 18- - - � " MN. f - PROFILE VIEW UNDISTURBED SOIL - EDGE OF TRENCH ° 24" MIN. - - - - - - - - - - - - - - - - - ------------------- REDUCER 6' MR ° ° 0/ :dv 2500 P.S.I. CONCRETE THRUST BLOCK-► Er MR _--'----------- UNDISTURBED SOIL EDGE ° �- T OF TRENCH 24" MN. 4 - NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG, W-30 TD-7 PIPE SLOT (2 PLACES) rJ COVER LIFT NOTCH 12 3/8" -1 i WATER r CAST IRON U0 NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) AA 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 MAIN LINE SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE: HYDRANT DUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS n THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') i 18"-2 -VALVE BOX Z CU, FT. STONE 6" GATE 42"MIN VALVE •'. ,. e" x s" TEE 2500 P.S.I. CONCRETE • `' BASE AND THRUST J BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE --z_ RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURE?ED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. N OTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2` MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE IF POSSIBLE BRICK SUPPORTS OR SOLID CEMENT BLOCKS 1 �-TYPE "K" SOFT COPPER CORPORATION STOP INISHED GRADE BRONZE GATE VALVE USHER STONE 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 7D-20 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" I N ANY DIMENSION 24"M I I NTI AL BACKFI LL* i MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 �H 0� SCOTT R. LLINS'� C I- `� Lic. No. 035791,E 09/ 12/22 SSI0NAL V, Ln z LU O U z J z n O w 0� m 0 (� a~ r/ oC Q U � U) Z z Z ILLII 0- 0 o_w z LU W Q J � z z H U_LL O N I N N N o o W N N Q CO N 0 CD .--I 00 rn CD O V r� M 0J O� Z N 4 1 0 N Cn \Q W J 1� > W 1-1 O J W clJ cz 0 06 U � � W 1 o z Uj U 0 V) J W NW L.L J V J NW O L.L o r� V O C) N w LU LU 0 LU ck� _ (n JOB NO. 182150 SCALE N/A SHEET NO. 15 /. - ,,,,�! .,�4 i� � . . . . . . . . . . . . . . . . . , ­­ , "' -, ­ , """ I , I . � ��;, . ­ - � ­ I ZI I / I I � - 11 11 � . I.;— . . N I . L . A / �� I " _` , . . . '__�� `_ '­'fg" , �! zzl- , I Ill.; 11 _"_,_.",� �,`, _', � . , � :" I , I -�� , - I ii _'d, :" :" :" :" :" :" :" :" :" :" :" :" :" :" :" � \1 . . . � :", 11 . " , , I , "I I , I - I I , , , ,.,., ,_ -, , ,., " , : . - . � ., , I ___�' , I e : : : : : : : : : : : : : : : : 11 .,�,`,,,-,,-�,_)_, ,��-`,',-_,:;�,�',,'., ',-",--"!::::::, "', � , , , , , � , , , , �! i I - �, ', . I I , , �"""" 1, , . , , I I I I 1 I I -, :�;,Z. , , " . - 8 y ,.. -� .. , , ,,�,, . - " , " , , , , I ,. ", . i"', I I I I - I - - I . I . I I I , " / I r. J, / � 7, __ 1, "" �, , - . , , , f;,,`�': ���111 �'11'1�', ,,_j - �, /I " Y_ LOT 1�1_, , ; I . � ­ � . ­ I ""',''', " , . l I �_­ I - �_, _.""', , _�.,, �,11.1 i �� , _� ,`­ �,, �._ ,­­, - , ., - ,,, - "" , -, - , �� I / \ /�, , / � , __ "'' , , _ .. ,\ ),�x , I I. . .� �. , ,, \ 1� I LANDSCAPING NOTES: "! � 4 , / �,��.,,"�.,',,"�,,,�-,,,,,,.,"!."",��'��,,; '' �' - " �' � /' I � ,.,.._-,_ '. " % 0 i1z;�1'!_7i""R.,;i � 11 .. //'/,/ _�� / - - / ....... I. A ­ �;, " ", ,,, ­,, . I I .. \,., , i �,.O- f N,�, , ,_,_�' I I ... I � /I - . "I � I ) %,% , I I ­.......,/�.... ', . , ­ / I .,11 . . ,_� . I / �� / 1. 3. LARGE STREET TREE PROVIDED PER EVERY 56OF STREET FRONTAGE. I 11 L ,� , , . . , . , ,", �1111'­ :11 . < � // 111111� LOT ,_� _/ ; -,, ­--�,,�� l"7; _.., ­ "I'll i I 11A ­ ... .'', . -, ---- .,,,, - 4. ,",""'.�, _.­� "'�.`,' " � "I 1'\'�, . I ,, .", _ . , , / ", / 22 ! - f � � 5� i ,� ,,, - '_1 I _ \ ,__,Il!_�'. � , , - , - � 11; I. I �� , I , ; �: �t'_��,'­.'-'' .. I . I . . ./ I * - �, -_ , - - - I ;: �_- .�,� � \ / / I / ) I i ,, I � . . I . I ,- . '/', I .1 N . " .. I .. 1. I 1� I / 1 2. STREET TREES SHALL BE LOCATED 5'MIN. FROM DRAINAGE STRUCTURES AND id . � � i I / , I / , ."t. - ,� - /I -�-t,,��, 1' . " \, - 4-" 43 - I - , ,��t�,,�,,,��-',��,,,,���'.1"""-.,�� ", I_, -, �, "' � . . jl_.�, ,�, _,.,�_ .,�'.. ,�,.,� -'r I * , , , , , , '' f. I ", " ,,,,,, I "'." � - .�.�-�-�.�. " , r, % i � '� 0 ", . . I t . .. . '-' ' ) - � � . 1. "', I ." � � . / _6"'� 1,___� y Z4 ; 77 L78' V1 / 4 MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. / I , N�< �"...""",.""",�,;:��,���.��"""�; - - - - - _- - A—' 'MATCHLINE - SEE SHEET 17 1 m LOT ; I nT __"/ / I ff 4 \ �- " \ �� � � ,� � .1 � �� PROPOSED LIMITS 7.. . . - LOT I . 0 1 / � % � ' ... .r. .. / I I � _. 114 " ' ' I // �_* , ''." ­_' .'-*.'.* - � I 1 3. 1, - , . - - - - - il I I - ;�-i��� )( 20 M � . I . STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE . I I OF CLEARING (TYP.) ,,, .,. ... I - IIIIIIIIIIIIIIIIIII ... ..., itj � Z_ - ,--. ____ , , 0 1 . �` `:" - .. ,___� , m ... . I ­ ....'. // OT . �� � � I HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED � I , . . . . I .. . . *.,.,. , ". � . --7,, 1 - _::::::� 1� \ 11 . ­ � I ! ­.;�..,.... . /* LOT -11, / / ( .. ;1 I .. I .. MINIMALLYAND ONLYTO SUPPORTTHE OVERALL HEALTH OFTHE PLANT. 1 .. ..� I � � I I ....... ,�.� �� 1 76 0 1 - I . A' _____, STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES I P .1 1, / . , � , NOTE: 11 X: 1, -, �� , - - . I 1. .. ..,.. .. 42 / . <) 1 4. . I I -_ - . I / - � , . /� - ­1 . �� � LOT . � .-.,... ..... / I '-�_ - `_-,-,� --,,� .0 � ­,wL,,1,\ �­�. \ �� / / 11/'11�1 I - _ -*-'_"111_. �� . . . . . . I---- SHALL BE PRUNED BETWEEN2'AND YABOVE GROUND AS A CLEAR ZONE TO I ./A .� ,� , I \ I I ... I ­ . . , �� �e_- - ... : . . / _--t- " 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE I � 11 � r // ___ . , ,� ,� ,� - . ��, 23 � � Or _11 ..... ... . I I / _ , . , 11 I , , , , 11 ._ -- "-Z // + / I PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. � , I ,� , 4 1 , , ,.�,, , . \ ... . Nll��__ - � I / `vf -1 ­- ::::: �: -:��. ,,,, , : I I �, ., , , I- I / FIRST PLANTING SEASON FOLLOWING THE ISSUANCE 1 OPEN r. �, �, / -1 " � , - �,,SPACE - - - : \ .4 1 _,!� : 75 ..­..­//, - , - S. TOTAL STREET FRONTAGE = 9,420' I'. , .::;� : � I" . I "_____ - 11 I I 'I' ., I OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN / I � i III, - `�_ 1� i /_',� C-1; �...��.� �', . .. * ­­., _11�_ � Z, " , I - / // REQUIRED STREET TREES: igo �, . , I.. . . ,� `1_1 ... 1*.. _ /_ � , - I ''I 'Ill .. / . . . ... . . I I � I .......... . 01 I'( .,� , . . . � \ 11*-1-%1-1; � . . � � "�� " , � 11 1% .. I... I . . J I SPACE , . - .1 LOT ;�__,_, . THE DEVELOPMENT. I X � ) I .:� '' , . , . 19 _�`�,, 10 - i . ­ , � PROPOSED STREET TREES: 3.93 . I . ; � , '' * ... ­­ . .... � . , � , . \ / / 0 . . I , ../-/vkj / I - ". . � � � � , - , I : I �1. \1 _� � , . , . , ... '''' _�,_'_ � --"�,_ - � -: - [-,� 74 / , NOTE: 3,566'OF STREET FRONTAGE ALONG HALSEY AVENUE (PORTION OF) 2. ALL LANDSCAPING AND SCREENING SHALL BE ; � . 0 .. " 1, I _� ________� , .. � , . . . , , , / '.1 .,. 0 . . . . / � ,��,_ � � 11 I 1 '.7 .... % -.1-, I �� _'111111% f ) / / / . - ,,, I I 11 s . I _______� ... ­1 , I REQUIRED STREET TREES: 72 MAINTAINED IN A HEALTHY CONDITION BY THE . / , . . I // I I � __ , I � � ,�C) I ....".'.... ... Ij ( <\ -1 1, " .V....-I / I __,�__// I I j/N Ir fl, k�k 11 ,_� ','�_ -4- ­�,� ­t_ ,,__1 - _� .1 .... -�', � � � L / PROPOSED STREET TREES: 74 1 1 1 1 * .N� / I ,/ I .. I I 11. ......... I CURRENT OWNER OR A PROPERTY OWNERS / , I/ , / >� / , 1, ,�, �/ - I ,� . � , 1, 11 ___ -� I 1 . , I , - I / 7 . , - � I �, � , --, -::� '---- / 73 . \1111, / / . NOTE: 1,443.'OF STREET FRONTAGE ALONG SABLEWOOD DRIVE V 4F I . " /_ - _. ..'."_ ; , 211- � `1� __� / �1/ /j \', I i��, ; , , I /. -, REQUIRED STREET TREES:29 ASSOCIATION AND REPLACED WHEN NECESSARY. \ 11 // ,,, �," / // .., ,", I s � '. I I I i /I / - -, LOT _�_� - 1, I I ; -\ REPLACEMENT MATERIAL SHALL COMPLY WITH THE I . , - � -!� � \ �� . I / jv-..--,---., - 1 4-1 1 L( / / Y" / /I " � \ PROPOSED STREET TREES: 30 1 1 �/ � I i _ I �-: --.-.-. 1, � �< -A T 0 / , . % "*4 ���` . ­_­__� I / I 'i � / / I , . ,QK / � L , , , / ..... . I . . , , . � // ­ -� I ,�) / . , I." "� - ­_­­ _ LOT , �11V.l . �71. L> +7. / f I // NOTE:2,897'OF STREET FRONTAGE ALONG LACONIA LANE . , I / , - �:­' / I _�� APPROVED LANDSCAPING PLAN. .. -f- - I � _7/ X, y // , I /,4�,'�\. I � / I/ // I - / " I 11 \ - I - � , .<1 I �K, - �, , I", . \ , � Lt k 24 .V. � 1/1" I L . REQUIRED STREET TREES: 58 " � I )v " I - 1/1 i � . - . . / I I � -­.. - .1-i­ �_"�, , ,z � . �% ,� / / . _ LOT I I , /,< , I / \ / (9 I � . .. ­ � I )� .... -_,/ ,,,,, + . / PROPOSED STREET TREES: 58 1 .. � ; I I ­­11�_. z lso�', ly/ 11 /`,�� ',z I i ? � ./ / LL LOT \ iv/ + , , / , .,. < � , I , . . , . . . i I , ) . 71\1 , �� 4t/ . L,,,�' I j , ,// / ,e '-44( . NOTE: 921'OF STREET FRONTAGE ALONG MARCELLA STREET ; , / "'y / ---L____ 1. ; �,) � , / �Z' / � . 40 a I 'L, ,/ , \�­ ­­­ L� I �, ?, . / / . 71 1 / / I I "�-, ,/' � / . I � REQUIRED STREET TREES: 3.9 j , / �' , L I "I I '/ __--,� /­"'/ / X i /, - / -----_— ,- -, , .. /.1. ­ - . L . LL 11 (a : / ,,�-, I/ � - . / .41 . 11 L / _3� � / ;1 � // / i �i / H. .V4 1��/7_ '/ � / / ',�Zll \ I 1-.. / .-.- / N11-1 I '__1 / / PROPOSED STREET TREES: ig I � I I /­­ ��_ � _* / _1 L 1_�, LOT / / , / . 11 " � , // � I/ NOTE: S95'OF STREET FRONTAGE ALONG MARCELLA COURT r 11 I I � I � ; —) ; ! � I i I nT '/ _`��_­"_ I / 1�1 I -?,-/-. .. - / / _� Q I I , "I , 1, . � 11 I I 0C:f1%"10C:m C,r0C0_r _rm=c! (n "I / '1� -­ - I w— ' TH 0 t �_� C LINS �� CD �_� ,�_) Lic. No. 035791,.�, 1<� 01/19/23 v U�� �'IONAL Y' � ! I I : � : 1, i I V) � uo �_ i F_ z z U_j Lu 2: 2: 2: 2: 0 0 (D u z z F__4 F__4 f f1% f r% : � I .. . I L , I I L - L . . . . . . . . I I V :12 I I 1; �� I 11 - �. i 11 � . I I _� � I I I :, I _**� / IV,— � � 11 11 / / I Z (n Ln i 4 ; i ; :,- .'. -, 17 L 11 __ . r_ Lu w : I 11 ; J, , 1 (24) ASL STREET TREES ALONG LACON I '11.�'. I � PROPOSED STREET TREES: 12 0 I . I : I I I . I � � . L " - I . / I 0­4 p__4 0� Q� � � i / " �k-�,,,, / / I I- I . 1. . � ,, L I , I I , I , , i I , 0 / f / / , __1 . I N-1 ­�, + � I a- co i L / I ----/---- .-- / LOT / / — - �­ / LANDSCAPING CALCULATIONS 1­1 Q 0 I ---_____ ----------- � *. 'I, // / I FUTURE PUBLIC GREENWAY TO BE L� e / I I / L ,_,� .�, I � / i I I I � L LOT 1�- , ., / / ,_ U) u w IF : DEDICATED TO ALBEMARLE COUNTY ' I I 11, 38 / I I 1 T L 25 , �, / / � � / / - I � -0, Z U) Z Z Z ; � AT TIME OF FINAL SUBDIVISION PLAT �� : * / I , , ;11 . I 5'MIN. � . ' / \�L I OT I 11 / / / ,d � DEVELOPMENT AREA CALS: w <� <� :!s I � A, 1 1� N-1 I I � - I '\ / �, 11;"L 16 I �/ "I f I I -11 1 / I I � 0 0- — � � � . i . ,�, , . , 70 // , 0- , i i - . I I - ! , , \ .. PER PROFFER #2 OF ZMA2oi8000li 1, '�_� /_ / -,\ y / ,� I __ 11, ,_'_ _',� " ­ �, I I / 4 - i BLOCKS i6 & 17 AREA (PER SUB PLAT) 279,925 SF ;7 uj — . , ____ ---- -428 1 ." 1.,� � / /1. / '/ L� uj : / uu / I - ;I �!l 11 . ­ ,-, - � � , 1-11 , LOT RECREATION AREA - 23,900 SF _� P-� �_� i _1\ . -, - � / I - J,c 1__�­_ / ,'L I I , / , I U) LO i � � / ---4---.--- \, " " " 6� Ln - .�. � , I I , , / ----. 1�./ . I 1 69 I- __-/ �� I I ­ ---i-_ , LOT I TOTAL: 256,025 S F _j _j , ! EXIS j ..'%U � f � ki 'L LOT � * I , ", I'' TING loo-YEAR , � - I I ; * > __j I � I --L_,_,_ uj < < < ; ! �!,,,i-.. � 11 --. Q -.L L,, / ... � I / 0 i'V111, I I " 27 -, I / 24 .� I "-, , L I I I i z z ; i FLOODPLAIN (TYP.) I I / I- LOT I 1, 1 37 _ / /,�/ (A c:� Z &--4 0­4 � I , (T . . � I // $.� U- U- f / / Q q- I I I 1-1 � . � / .1 1� LL_ I I I I 1: 5'MIN. I/ - -- I I 11. 11 �, /1� 2 \ �, I . I CANOPY CALS: " � I Q j , %'- I I I , " I . - I 0 ". �� Q ,,C.�, / I I il I., I , __ . 00 1�1 // / / 0 i 0 ... . ­1 I/, > . � � � 11 1� /, / I � I A / 0 0 / X / 1// REQUIRED TREE CANOPY 20% X 256,025 SF = 51,205 SF i i v I ,,_­­­ LOT I Ln Ln � I I p e _Z' 1� 'L ....... ­­­10� -1-7'', ,� / ��/ . . > � �L I I , I .-� ; / / I I , ,. z z I / / , -s� I 1 6 / . / 11-Ir / ".., � PROPOSED TREE CANOPY: 0 / , ,Q _4�1 _� ___ 11. � / I ; r 6 . . / // uj 0 0 i I 1�j C�l e / / / , I 7 , I L . I.." p___4 � �,/� I ; 1. . / i 'L' ." � \ \ i i I �\. , I / / , .. �� I . '','' � 11 L STREET TREES: i8 (n ul I !", , ,C�4 �0,1 ,�, . ------_, --- Id I / "I ��, I I . - I I X�1' I I k, �""', �; ,466 SF �-� 1­� � i I.. . I I 1 7 0 / __� . L , 11 // � �,_" � L' tie I I > > � ______ I 11 �Q 1, I BUFFER AREA: 32,286 SF uj Lu 1 ! L . , 1 2 1 p - -) ,i5 , , LOT 1. ... // I , \. , 1� i . . j � I L, I - / L I I I � L 'L I - I 0 / -I- - I � , - -----__, 1. . 61 -,. p I # _� , C� ct i . �. ­_4 , L_ %_; I I l. / , ". .. . /­ 114- 66 1 OPEN SPACE: 26,922SF ; � � -1--, -- . 35 1 \ i � I / "I % / � I L I i --p< v ,�, .Z\ : I � i-- 11 I I � . � / I " .. , - F I 0 11 � 1 -7 15 - �� / ; � I -L,�� .. ... I Z"'N L � 11 , TOTAL PROPOSED TREE CANOPY: 77,674 � �� i *'_�_'111_1' " ./ 40" , "I I ,,:�w 9� I LOT EX15TING MANAGED I i I � / /I 1. ­ I - / I I I i � I I I ,,,;� <t-' N f � I _/ // '. or ! .� I t ; - I / , " I , � /STEEP SLOPES (TYP.) � !! � 11 ! � i � I _�_� IN. / 1-7, ; . , I I I I 1'.,. ­ � I I I �t 5 1 M . L ( , __)(9 11 i ... :�( LOT / Oj <�),�� I N, 65 / / 000000 I - I - I - I— LI., �,_� I A ') .�/ / I 11 ,.,.N-1 N .. / L GRAPHIC SCALE \-' - I - � I - , ,,`­,­--_j -v .. , " . '� - - I -, ­�" ,4, � � , / -v 'I-," N.." ._"__� - , ; I I ', Z (:)' A 1 , . --L_. "I �' I .... I ....... 11 34 u 11) - ___1 -��� ! I r I 0 1 I I .. -1� ". .,. _I ' ­_ I _., -'­ L I 11 . . , , �Z�-..,-�.�:,/`%`­` ,q v. / I/ /1� , " i , I- __ /!,�,___ / / I N-1, /.s � : . ....... ,/ � 0 r /000, 40 0 20 40 8o Z---L:,. I � i I . I � I . . . . I . . . . . . . . . . I . . I .�: wommmo i i I 1, I L __ I - i I �, � I . 4 _____ 41 11�, 11 11 AIJ I ING STREAM (TYP. 00--ow I I 1 � 1 I L i I ­­_ , I -� I I I ,11 .. .... I..'' , � / --- - ; o � I .. . -1 I L- ,,, � � I "" , 11 /I , , I 11 T I ,��/ Q , � � ,-, ............ I L / 00000, I j 0 � ;� 9' 1711.1'r ­­ / , L_ I I / -0 'N' , N - , __�_ i � " ., I .1 L ­ ....k.'...... I . // ­ ­ ,j r - I _� i - I ; p. .. I .. , � - // / I I -, I � � . . .... I . . � / . I __ 64 �' " 11;:.� ��) / 0-00 - - �i I I I I j ... I I ______�__ Lm " �, f, ; -_.---,--'- L, I � t, . (-i8) UAP STREET TREES / �. I I'll, ! r 1 I- 'i L 1: l �/ / 0 _��,/,� . ., x .1 r14 r%j m � I * ! I / � � 1, I r_4 r_j i 14 i , , I I ­__ ­ . N, ALONG LACONIA LN 11 / 'z- 6�v <�\- I/ � I I CD 1 ; 0 '. ! 5'MIN �, I ; I I .�, ( IN FEET � i, 1. LOT L__1_ � r - I ''I . .... ..... I LOT "." 11� // � - � . �� I -4, .10 / ""I � I ) I Lu CD CD � *- � I ... , 1, il- I </, -< / , I " r%j r1q i ; �'C� � IL I ; I i ! [-T-4� I I/ 11 � L 33 . . . � / oo �1� 4eloo � � t inch = 40 ft. �_ � --- __� I I ; i -4 � ,,, i V -� � � �' <,�, �3p /Z /I .& < co r_j m � � .1 . I 1­1 - �' L //� i / 63 11-V I � 0 C:) T­4 T__4 / I , I L —, ) . / . I ,up- c) - ,--, , '.I I --- ____ , __� I '' 0 L 11 - I I f I , ,� LOT I OOF I , I / 'Z�� 4�z— 10 / , / I .. � CONSERVATION PLAN NOTES: 00 (ON V..., � , I -� ,�*�! 1, / i . / .., - N I --.-.OAI ! I �! � \ ,% *-n " "' " I I- 1 29 . / 1�/ / .0--90 I C) C) C:) , I - , I .. .. � . I I \ � "I '% . . ­ , , I- I I e �1 .10 i.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT . f . . � 2 .1 I I � ", 11 . ...... L -.,-./. :)2 / OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED I , * * . I 11 . I I ­­ ___, - ,/ / � (a I ' / -, I ;\-- \ \" i I -1 1z � I ... ,.1.1. LOT . / ., - -1 I 000, , L ! ---I I f 11 \ .- .. . I I I 11 I ------ ... ;.. --� .. L ­�,�,-, \ 1 32 11 / . , -_el� AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. I I _ . I I . / I I .....'�.., .1� / 1, , I I .i. 1 .� P! I 11 01 I - 1, / / . * ." .,. � . � f I \ . I 1, "C,,__j N k / _ . 1*1'. ­ I '..... 1. , .-..Al . 11�1_ L I . LOT __�,_/ (u / / I . - I " ­­�_ - I . I . � .... 1 �, " I � 11 . � . / !�, I ��,,� ./ . .. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE (a . * I I :j[ ::Ijj�:] � r,--" . I .. . /. - . .- .- 6i . I .... - . ,.-- , - - - -, - . vik, . . --,>.-/ ... , . ­ 11 "I / I . L I I OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. . . --- _ � .... LOT I i , I ... � 11. �'..Iq � I � _­ , e " L 6 + - . I '. , I �� 71 .0 I - ., 0 1 : � ­�, + 0 , / .". - 1. , , `��' ...., / I / , I-) I ... I. I L . . . .. ­ � + � . . . 1. i ) � _[ I 11%,001, N ... i.. ...... , I . I � � ._�. ..- _.-�, '1%, 31..- 1 � / I - I . � . " 3 1 � . .. I I 14 I I LOT . ........ LLLL � . __ 1'��.­ , . , '' .. ..... ''" ,­ . TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED I i� \\ , L ,'i6) LSR STREET R / I 6o ''., . ........ 1.__�. ... SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. . I i t � FL-1,_­_�. - -/,.,.*.,.,. .'- - , I L, I I ! ( w * i , - �,,' - L . 1, .-� . ..... ___� ..... I- L _�� . � / ,-------I— - - I--,' ALONG LACONIA LN 11 I .. ....... - _-". � _ - I � �i / - __­­,� I . . I . . _. . . . I .... �X' 4. FIRES SHALL NOT BE PERMITTED WITHIN -ioo FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I .... , � . . I . I . . I . . � � . . � . I ... m I , �, - '. ( 11 .1 ­ . . . . I., ... I I , I , I- . I 1\ � -1 � �____� . ` "zS, - - � L I ; ;, 3.3 5'MIN.'� 1� - , �� . . � i I � ,1� I 6 � I * , k v V, I I i . �L Fh . .. LOT I j �, OT / I � I I ... I ,��___ � I I \ ... 11. . / ,,;� ... I � ... ­ T1_ .,-�-: )�" , I � - \ I � �1 .,� 1. � I ­ I ­., ...... I "�--,PROPOSED LIMITS OF CLEARING (TYP.) � . �. i j! - T ------ ­11�1 L___,.,_ \ \ 1< � . I �� 30 59 1 1 �_ I .1 � . 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN loo FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. uo! I ." . � " ) , i I - � . . I., ......... ____1 r**-- .�,w . al I _­. \ ----- - . __ ­ i A � � � � � ,�.. 1. . .� )", - -%F-.� I 11v - I � 11. / I /,� I . . � , . . m .4 � 'i i, I ... . ,­ \ r--T-----T - ,l�,,'N I I + I I I 1. � - \ ­­1 11 I I // I I '7.,. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED I .1 LA , � - . I I / I � y I , I , ". . � � I I - AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. _* I :).*.. . 11 � -, � - - " I L / I/ I t - cyi 1 � 1; . I - 1\ .1 .1 .. I* i IL / I / SEWER ELECTRICAL CABLE TELEPHONE OR OTHER UTILITY SERVICE IS NECESSARY (3) , (01 I. _* . I , L �'t ' � L. / WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, I I I I , � - I .. i I � , . .�_ . . I, � � � . . 7. z . I : / ,��V * , � I i 1.* * I . . . '� � � t � I , �J' � � .... I .1 I .. I . i WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE I + , �, :: \ It � . 1. � 1. I I I L I . I - " , . I I � a� 'L I � � � i, I �; . 01-N _t , `,: " . . . I 1// - � MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED BY THE COUNTY ENGINEER THAT TRENCHING I �� - - L L 'I �­. � � \ � " I � �\ Ir .... � ­' . . I I f �� w ,,,� I I . .... . .4-- , , � , �, , . . "�� --I I WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. < I I . I \1 � I I LOT i L , A \ -.1 0 1 1 awymm 4 . I . I . i�:. A. . . , . . I I ­ L 1 " � \� 0 i/ I / ...... - I - ... I , I , I � L, � 12 � � I I m I � � i� . � � � � 0 0 " / Y I ." . I I �_j � - � I 0 / / .... . ­"­:� I I , . , Nt I * i I � I � i I . / ... L . 8. ANY DAMAGE TO THE CROWN TRUNK OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY IN I . , � I I 0 ,-1 0 � / I ! - I ... I . . I L . I I I I I - " / . � ..... "�� . . ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY � I . I 1� I . 0 ,� � I � I . I , . `,j . L , I . I il �,-� .. In ", '; L_j I I/ / I � , I � r L 3 ''I L, - -.1 L I . � , � � 6 , I I . i , .1, I -11, . ... - . - � L - I I � 1\ L, , " " lt . - I . I / _' . I . . X. . �1:,. �.If _,�� . . A PROFESSIONAL FORESTER OR TREE SPECIALIST. L � I k­ PERTY BOUNDARY (TYP.) , - I . I : � . . . I * ", � I I L 1, -, V . \' �_\j,�'- - �"_­_­y, -, . �,L ,� I, / , . 'C� 0 '' /' 'RO / - -�. , ...... ,�,,�,, � V) it Ij .:. ... ; __ 0 � / 4. , .. . ,z 11 // ,/ . : ,e * - .., 1Y, '' I � \ / ..... :', .��'. . . � . . . I I . SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED SHALL BE AERATED BY PUNCHING L L I � " I- . I It .. 1 . . .111 � .V' L \ I -, lv­ I A " � � ___91� . '. , , . . ,�. L,;, I I / 9 1 1 N I � 11 , , '. . .. .. . - . I* I I _,� I / . _ � .. . I . I.. , , . , , " ,� .. . . I I HOLES WITH AN IRON BAR EVERY i8" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE I. i i I . \ -� I ,_:�� L \ , . ­ /. , I . */­ . . /_ . � � � . I \ � � � L , ,__rf.__,�,r� .. .i , / ..... C) — \ - � ... A , I - I . - I ... � - 1, - ......... I / .. ..... .� i . ,.\ , ii �1 � 11 I 'I" I \ � I . . , . 11 ".. - . __ . I "" �, I - / f, .;0 , / UNTIL SOIL IS LOOSENED. F /; �__ \ I L I I . I � I _� \ /^- . /' �-, // // � ./ . . X.. I I /* m � I � � , ,/ ... � , ,. PROPERTY , (TYP.) I \ � � ,� I L-,.------:-- - ; I . �/ . .'/*.'/'. ,/, �-4-�.�,�-. I ... I I ... 1. 1. ��� / 1 (3) P-4 1 �\ - - � - .,- , i,, 1. 11 .� I , . � . I . ... ._.... ­ V..,.v I � I \ __ � ,__� I I . . */' , , , " , / I -----.--, - � . .. .. � , "., �__ . � , . / I'll, . .. -/'.'.*-' '' � , , ­!" I lo. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL (N -----...--...,.....,-......-..-....,—, . . /.'. ; A.. _::�A I , , ......... ..... ...... I . A. -, / CLEAN-UP. i A I , I I � .m I � - , - , . / / . / - - - - - /. - -�,!�,- / N I It I .� �\' , I '' *.1_*-*-*-v.v-v '' ­ / ... /. / , � . I \ I ..... : I U) : I I \ .1 .... � ... I - -v.'-';-, * I / I I 0 �, : - LOT \1 , , I . �� � ­11'4_:�� . . ........... :,".. � ... IVI ..... � .... ....'.. I ... I . I I I , . . . 11 I , 1 � � . I.,— .................. 1�_, I I - .�*�* 1.* I ... ..... — .­ r(il' , , , , / / I/ __ __ - __ - _____ I , I . I . , �. . � I (ii)QSST ETTR�Es ' , \ ..... . .. .... � .... I ... . � � % . ... . \ �k 11 \L * ­.%,.­ . . 1..*.V.,.1111 �-- - I I 7 --- - . - � I . , _11.4, _ _ r . I / / , - . . ; i . . . .. � 11 --- \ ­ / + \ , < i . I I . I ­ �. I ALONG SABLEW 06D VE . 'OPEN SPACE , --V-V-'.'-'.'- * .'.'.% * .'.'. * '. .','. - * * * I., .- I . _., I ­ y , . (�� i, .. . I L I . I .... � ......... 1. / // \_ ,., � � I _ - . 14 \ 1 L : � � \1 � i i ., I ...'�. I �, w <1 � �, L k / , I \ _. 1/� I' I ...... I - ''I �, . _ � � L .. L � � .... � '' , * * * � L -\ , � I ,� I LO.T 1`____.1 � I .. IL \ �, . ­ I I __ � _� � "", ...... I - -11 I L� -IN � � * I I i i ­ L... � 1­_"­"' �L . , , . �\ \ , , ­­ , . .. I I ­ ' + 11 \ \ 7,__--� LOT > < I . . \�,!- 1"', , I L'_ . 1; , * * w * * I 1 . ili I I 1� ; '11 1, I * � L I I .11, ,� ." %. , I ............... * , , * ..I... .. I.' _1\ , " , - 7 t111_3 �� 5 1­,;.­ ­ _�,, __­k I / / L_ I - I .. I / "I I . , - . I (j i 1; , __14 � �� , I * * , , * * * * * , , , '' H. L I . . . � ! J,_,�l­ I �' \ , ,��' , \ � "-:) ui '. * , , _ _ \ I I - ­* ....... *­ 0 1 i , , k * :- ,----,r, ,.,I,, � _­i V L - � \ � \ I .�, , * * * * , * ... * '' %11�.; ­ . I, - il . - - ! m " I - � I , * , � . ­ I I � - I 11 , L :\, -3; . - ......... I . I ­_ �'.*,' * * * * 41 w � ii , ­ - I \�--- m � , x I .j I 'L - t I .­ _____ -­� � F-4 I � \. I j 11 ,,�, I '.. . , A \ �\ . � ;- e�/ _____�\ LO / I T \ ..'�', \ �'1_.�".'.*,V'*.'�'.'.*.'. I / I I.,— -__ ­ I * . I I I I i i I I _'I� l" I � I I \ � I I I V - . - . - . . , I ..... - * * * * * * - . . . (i�� k:� -,f* I � � .j . .. % I I \ ...... .1_ � � \\i.� I \ L - , , .�L � . I . ...... I/ v / , * * * * * * � I "I � 6 HLIN -SEETHISS �- jL / Li .. . I '' I— z i a I � 1.. � ' � .. EXISTING PRESERVED _� I j \_�_� \� . . ,/ * * * * I E ..., � I *_ (�� 1�. .1 _* * * * * * - I I i / , . * STEEP SLOPES (TYP.) �� I t� I I ;� LOT \\%�%% �� \\' I I * * I .. � I I I * I _* \ w * � qll . ,�.. \ �6� X � ;� -----I 11 � L . . \ / > � i .,. . fl�, " I I / ;7 * . I I .1 . I . � I . % 11 - ... 1. I ** * * * lk 1, I ..� 11 � I ! . ­ '. I I I I 1� 10 � I-- / 1, I ... I / - I ; , ... � 1. ­ � I 1. I I. I \ I L� . . � I , I ' A A t I � w I t I . \ � I \ I " . "I,-, / . 1. > - * * � , � ; I Q , ­ � � ,­ �� U) I . � L . .. A It \ ­­ , , , * , / . I -�> w7w 1 � - . L �� . ! j ; I I I I I .1 . . *� - \ �s � � .... ... v I/ )* - * . . . . . L � � � ,L.',',:.,."..".,�� . ........ I I I j --'- ,�_- � I ui (19) ASL ST I \� V. . � — — — 111, __ . .. I/ k . __ I — , i I I I'-- ­ .­ . .1 .1 � '�'� ' ­ L. , , � —i— — I/ **,%, * * . I :1 . I R <� w W * I z LL . '\' L, '�;.N:. �.� 1. LL I - I — 1� .. ALONG SABLE\A % � x I . I I __ .. 01_:�) I I.. ,,_.,r ... I . � r 0. . � -1 " I 1 --386— - - - - - - * * w * � 1 i � \ "'. \, \\ ' * * ­� . * * * * . . .. - - ' ' '' - , �_ 1\ I AK �-�� . - I ,�,_ - - � , __� - , i \ I � , ' ' L ' I - 1 -�%, L , . - " I D I I . 11 L . I \V\ '­'� ,L'- '�' 1_-� - z I .1 ....... - , -4-7---".�- �, 386 . 1. � _. _,* I . � \� - � - �V, . � � _ -S�,, -1eLU I L �V- - - - I � - . � i� D I I , ,^__`\ � I �K I U . � -------- � --- j I 11 J ' A � . 4 / I I . — � , �j .. , , . " `�: " � , , , I - 4k / / t * _ * _ * _ * _ * _ * _ * * "I � . , ,7.r .,. .11 � � ........... .......... ­ ­ ..'� I ­­ I 0 T (D I 9 ". �. , , LL�,,�, \. '' I � . , /L , .. I... '' ­ - 1� \ I - _11, I `� — - l�,�, 1000" I � -, , I I . . � , � �� I ;� - - ; k , � N I -,% '' \�, - \ I , ; I ..�_, I I . . I . \ - � . . . � I % - ____-_ I ­ .... ... L / I \ � I � 1� I [I. � , I I . . . . I ... , , , , - , 'v cj�' 'L I I . . I ; ,V...;, �* ..... Of " .- - � % . . I' . / 0 1 __��_k+14v , * I . I � , p--q , � , - � \ , - I � -N� N/L 0 T * * ,. .,. .. 11 ... I ......... � ­ . . _j ,-4. . C6 1 - , ", "oo, %.DDJ�'­ �­""' 1.'" * I - L � 1-1 . .. .......... se 1'� I ....... i � t \ � �_ L . ­....v 1*1 111*11­1111 + 10- 4 ........ , ; 11 I �� /,1 * , * . � � \ I I, I `,-�, " \ - , * I.. "I ... 11 .­ .... C ��, a- , I , ,\ " � , . i�� I . le�l _.' * * w / I f .... I ,� I � -i- � I . I ---v-_ -_ .� *L * t _�/ I \ 1'�, v\ w � 1� * w v * U I � Z A.. � ­ . ­.... � - //�q Irl < * - * * * \ 1� : , i . I ....... \ -, LOT , 11 \,� /_ - - I ; .. � i . ­ .... ­ I..... i ....... - - , m: t-D i� ,�-- '�� ,,, - '/ X I � 1��, � Z I I I 0 \ \ � ;>4 , . N', 1-1 �, ,;�:� - I , * i . \ \ , "_1 I I - . ­1 I 11 .. � ; "v ,....\. 11 I J )) " .*---.t-- I _. - -_�, I ! LA 4 \ \ , I .1 ....�.. I j , - - .. ­ I ­ I I.. ­ 1. ­ I ..... � . . _* I I ____ I �u I - _ - 11 � I ,". ­ . ­ I I ..... I � ...... I L., ­_1 I I ! I L 1, \ I I I 1�1 L � I � :.- . .. . 1. I .. . I , i ; I I � � �16W� A- - *___/� ; i � I . , . j I I'll / -- () T-4 U) w � * i 1�_ I * � 9 \ . /, u , * , . , .. -:-"�-�-�. _'1-K1__ �/ - V " I 1. ." .�� .1 I I I ., �90 .,X I - I -L 1� . � *_.. * "i� ... .. *­4 ,�,�,-,-, .__` � t * p .�.. I - .....�. , , , ­ \\ 1p -11, K. . // / I I . .. 00 (35) UAP STREET TREES I . \ I I I _" I I .... I I , - ,� i 1( � � L :. -A . .- I - � I I I � I '.. ., " � . ..A I I -)�q I �, ,. , - , - I � + * . ...:V� � I . ,0 , /,::�\ - 0 .1 L � � I- -1 � I u� . _,*_� 1, , r , '' , '' , , . , . " . y � I �_� / I , 11 ... I L ALONG HALSEY AVENUE :L1_1 ..... : . ..13 , 11 . * \ �(%'.*.. \ \ \ , ---,\ _� � .... . I ... - 11 , � - 11 " .. 4k -, .� \ ,,,V I \ "o \<(\ , - I � - - � /' *1 � � .. .. .. I j , Ln - � I Ill L- ,\.... /..,:)'.-� k I \ u,j, -x-_ - 11 I I I .*.*. , �se; ...... , . 11 / ,,L", 1, .p I . . , . ., . _ .. \ "I I � " . .+1 . I ; 14�1 .1.1 . ... I ­ ­.,.... I "I/ / I :* a ,. '' � - I .... , ll ...... ; 111. I - _ I .. :� 'L - I / I . - L_ . . '. . - . . t..... I L. I L./ ­ .1 .1 .1 , /I -- 9) QS STREET TREES . . ... ­ .... I 1 <31 �� i � I.. , . .1-11 NZO / / �� � . , ." /,�� * I- I � - �It_ .,. V .. ... _� // I w I 1 46 / � �. * / , 7- \� -</, v<1 10 i ,,.I----- I I . � a-,. / * , \4/ , � � \� I - � . . � ­ � I--,' ;�� ''. � I ,.,p , - ,- ALONG HALSEY AVENUE I ­_ / 1�..: ­ . I I I /1L1-/, ./. I/ / F_ u ( e . I ­., lo , I , - ____� - � ..". .. .. , I / / I \i/ I I .,� / -%A' . d , --' . IX-%v"", I I- — \ - I 1-1 � � . ...... I 11" I �% 4(- u - 1-1 PROP( I , I 1'� �11 � .... . ". , I I -,.,. L \ / "k.'. \ 10 L I � ... ` - .:,.. (39) QS STREET TREES / D � , _ �.'�L " "I '_� ... ; -1-:-:-.-': 0 i I I 11 /x \ �" * .,M...,-..,..''*",..,-.::::::I:::,:::::*.:.:::�: I ALONG HALSEY AVENUE / 0 1 * % I .... � I � �) .,­*. - � PROJECT BOUNDARY (TYP. .. . 11 � ­ . '. , ' / L- � -, '. ...., _....� � ...... � . I ___ , __, , ... . Z __ I ....... ... I - I I I / / 'k _)\�,��,___�,_,�, . , :... � ... /(0 (�� - I � N I I . ;,:� /. ./*./' / /. " - � ­ -Z -*-j -4 . I �', I I . . . ­1 - - . . , � I "., '\,, 'I-,' - , , * ,// - - I i _ � , 4�. . _ � I.,, I I ­� . .. � I I I . .1 I I I . I 1. .. 1,4� . - � . , '' . � � I �__ L I �, , ; :. ., , ': I \ , . 'L `� � I I � � . . . . . . . . I , I . . � - . 1� 1_____� " i , - � � . . I � I I L , I . . . � . , . * , / , w � I I I I I � / I I I � _� I k I _1\1�_,_ ') � � . . . , � I "I - / - � - - - I 1� - - - -/ - - , -­- \ I � un L I - I .... I / . ,X�' I . r . � . � I / I p� , — I , . . , I '/ .� - / � . .. - i ." I I i I , - " , // -Z , '�, "O., < I- I , I I- ( / . � X/� \ I I , I . . . I � . , - I .. r . . I t �� L4 ,,1 1\11�,V, I . . .`� i - L I L ­ ... � . . , k * I ........ � . . . . . . . - . 1� ., .�. . , ,","I . . . 1 w - I + /, ,�< . , '11_�� __� � L . 1 ," , , \ \ , j .. � 14-4-_�.:..:. .:.:.:.�(.,/..,. �. , I I . , ...... .�. � . . I .. .� � - � . . ., 0� I � I \ I I , . ...... ... � - ­ . . - L * . I I I , - / - �' � ?� � � N "I / r I . �1 - . __�: 11 I k I I I , :. - /,: .;;I- . ,,,,. - - . - ./ . . . .I 01 �vr I �/ \ , * ... * , . /. I . --l" _/_ . . . . . I I /I � . .. . -� ./ � .. \\ / . , --,, . 1, Lt "_:�� ". I I . L L 1. �: , .. '' . : . - . � . . _ � I , � . . : ,._:: I . / 0 oor# (:L6)LSI,_11__1 . I 111, LOT � 11. I � .: ::.. .�-. . . ...�...­ ­ / . . , � .... . , "I", �— 1�-� ­ - ./.-../ - ? , , . I I I I � � . . /.. / ':/ w I I I I , 0 * ALONG LACONIA .1 't � 1­1 ,% I I \ � 1. . �� ( . . .:* ., .,:.. - " ''. ..... ­1 , � " 1, , I . I , . ,� "\ "15-1 'll 3 ,� � I: -,,, ) I .. .. . ............ I .... .. . .. . - � �� W �� 1� , '*111 , '_k , ,.,4 1 � ._. .. ....: . ...... / ......... � Z.. � ./.. L-*. �/ ... 4 .'.' C _-, I X - i . .. ..... ... r /_ / " " , 1'� (TYP.) , I / . / .. I I -'1( ... I . C 11 \ 'J�,_ ,/ 1, I � L I .. � ­ ... . / / ....... . I . �* ­*1 ..... � .... , � ,-, "" / ,l -, I 1 , . .. - .., /­�'�­ - ./, * , , '' , * , , , __ . � . L ...... �'. 1. / .... /. -, � / - I... I&' *.''.* .11 � .-� , , N I 00-000 � i .1 �, I , , 11 . .............. L . _ . , . L � ­ / 11, , \� , \ , 10�1\ I - , . , 1, " / -I-- ,� � I" �_ �`Y_ :. -, I . ..... / ...... I ........ . , .. � . * ......... I L 0 �_ , I I . I � ., - ­ . ILI _., .... /., .. I ..* .* i : .... . I 11\ / / � ,(� . � ,'. +*- � * I i � I � / k. L I , - , , * * , , 4 I - .,. , - 1, I I , - ,", I � %, 1. I 1� I I ­ . , / . . . ./ I - . I . . . - . - - . - I . . . . , . . * , 4. 4- , , * w 0 , F � . �� � " . . , I 11 ! , I',, L " " % � ... . . I I /_ " , , , ­* , , . � " I � . I ! �1. I �-- . � '�_, , L� . � �� . I I ... � . I / ...... 11 � I . - - - " ' "I * * I .�. . \ -1 11\ ,� � "< \ / . . - - . . . . .�. . . r " ./ I "� . . W' - W. + . i ! � . . / i L( I . L. . L . . � -/ ........... f I I \ � I I . . I I . � . .I. I (d ;2 0� 1, .. .... , I\" ;""/ I �R TREE to_mh ,1v1V - 6' HEIGHT \ \ 1�ffi . .1 . I ... ��­ . . .*. . *.. .; I _ " ,\" - S I \ \ I :'L '_� L . . 11y. / - .,/ . . L L L " . I . .), - - - I . .f 'I .1.�. **.,.* \11 * J L . , .,� I - / TOTAL: 18 TREES \ \ 01� � , � .... � .. , Of, . . .... .. . z �, - u \ 1\ , . . . . . . I � ­ _/. . I .11 , . 1. I 1+ . � � . . 1-1 . 1� . ..*4! . . *�_ � 0 . , EXISTING loo-YEAR FLOODPLAIN (TYP. i i ,j::y: .. ... ­ � 1 ��, -,, 'L �,, , 11 /I \ 1, : � � \ . -) � ... . *,., L � " '� . . 1� �:. ....* , - � , '' , 1. ... " \ "I I ., I/' - -�.� ... � t I I �11 f * '-' � ) < , �:.::�' . ... '\\. � \�, i� ( � , \ 11 11 L .. . � . I - * 1�1 �1;1' �. . . - -::: " , I , , ", I L . . , , ., � i J.: . ...I:./:. -:��::J, 111'1*1�1 � ­ I - . I U' L - , ­ I. .- I.. L , '1�1 "<L" ER TR . . . 1�11 I . A. `�_, , - : 1�7. . I .. . I / � I . . . � . � . �� � EE JV - 4'-5' HEIGHT \ , , I *' .� -, I 1� + . � ... w -\,--* w + w (D M. .: LLL . . : Ln � ..... . ... . _� I . ... I . . 'Ili . . / . � . I j � — ... , - - 41 � i ; i I " .'�, . .... , , . � 4 -�, --' S TOTAL: 12 TREES I � � :-:A) . , . . - - � . . __ �, L ''. . . � I I � ..... L . - ... f%� I , -i (24) ASL STREET TREES )' N� N"'L ' - . I '! ./ .. , . . _ . . � /I.. - .. *. , C) . ::::� I., --\ "-"% , (D _'zt% . , 1- 11,11.1�' , "" \ I .: ... ".. �.,... .... '. .. , 1-1 LOT \ ) - L. / , I... .. I. i C) I . � �1. _t ..... � ,.t - I ALONG LACONIA LN � i I �... :1b L� I I 1�/' * — " * *. / 1� - ... ::.,:-:' I I 1 1 * I * ._,�� w L I � , --,,,-�,--_ ­�, - I � - I -1 .,.. I . ............ ... . . , ­j L I ig / L, .1. - , L I I _1 I ­ . ....'' .-I.. .1 --' / ", , '' . 4, .. * � \ �� I � � I -R TREE '-8' HT. TREE 1.41, _ I I" . , . � L . , ,�. . �, - � I ALIF ,07�� 10-6 1 - ;1', /. *.'.'. /' � .'. . I '�,, N i .111,11 .. , .,. . . � I __ � � 11 ....... ��... . - �_,`Im . . . . .�/. . I * * � t * � � . I . . I �\ \ PROPERTY BOUNDARY (TYY k I.` ........ ..''. ........ .... I /,� ./I.. I .. * I i .. � ... I. - V .,\. ­. ­ L . 3 Z" TOTAL: 24 TREES . , � . I . . I . . . .1 , . .* * * *,, * k ". � , I . . �:,.,�,.* .:::: . . � , , , , - L , 14/ 1 � \ . I . . . . . . . . ", . � . * f, 1 " - I L : % , - � , , * it � \ .. 1�1, .., 1-1 " + I � . ", ... . k ., . . . . . . . �t * w - '_ "',, �_,j ".- . I - � .... .. . I , L // . �, '_ '-',,, �::_-�� �L . . � . . "'." . . I . . . - . . . . . I . * " * ,& * ��"L - . � . .... � j -Z. � _*111_1 %04i 11 I.- - - -'.'.' ,". . � 1 ,;;1% � � , , , - I 11 *V� - ,�z ......... .... * * w * ;� _:� I : ; , . I . -� s . . . . . I 1�, . � . - - - N1161, I i � i � i _. I .� I I � ____ � 1� i � _� , �'_ .. L 1. I . .,;��-_-._. .... . . - -*-- * I - Z�� ui , I - I j � � -1 - - � I - . n I I I I . . .... . . . . 1`/. I ... I � . ... . . l, '-'L-' . I , _., I., I . � 1. `_� : , '' I '� V�_ __ __ � \ , \ u- 11 -11 . I I ��' . . , 1� - � ... I., .vv.. .111.1-1. - �� ,. ,� " � 11 V ­ F, 11, 141, . . :_ . , :-: , .... � '----' � � , -1 "'J., .'.'. L- . --�� ."� - , � , , " -1 . ... ... .. � , ., I < ..... � - * * w w _j I � " , \ . � . . ... I'-, , , I iL / . . " i � "I LOT .. - A TREE a CC - 7'-8'HT. TREE I --- — - . I I ��\ I I � .__­ ;' .. 4 . - . . � ��" :.: � :: �" * -��::: I . L , �., - V.1�4 11 _�4- -�_,I­ \ \ I 'L� , � 1 - ...'' .... I'll . . . . I � �_ I ­ TOTAL: 22 TREES \ ,_ � p__4 I I ; .. L I � . L � . ........ .. � I �/ - - I . .... . ... . . . 4 ; ,\ \ \ '11� 7_*__Sk** I : , ­ - ''I \ / , , , "�' , , ''I * I& , �_ \ � - . �. I., ...1. , . . I I ... I . � I`__ - I _.; I -1 L 1, ---:.. .. , \ � � I I L . .. V 1. ... I , �1 I \ \ I 7 7 , I ... � I I � ... I .... * * * * + * I& � u - I \ . � " � , ! / %% �_ - I . , I \ \ I \ \,\ \ , - \\, \" -,,, -\ \ � �1_ ,� , . I F_ I I . . �- � - 1� 1, . / - � - - . - - .,. - � . , I � 1 I I I ,_"_q� / I \1 , - "\_ \ , 11 ui I . . I , I I 11 IN I I f . I . I .. . . I 1. . � ... � \ li- \ -,- - \ \ , l , , -- , \ -\ L . . . " - - i r_1 Lu 1, , " , \ " ',�, \ \' - ­�� . . '.. - .* - I /;�� 4 1 , . . . I . , %\� __ , , ----"\' \ \ \ 1\ \ . * * 4 * * 41 4 /, t, - . . . . .. ::::.:,.... I �_ I \ ,> /\\ I I . .1. .. \ , - . . . . . ., \ .,."V � I'. .'. - - - , , I " I � . \ , I - \ \ 1\ N\ '' , --, " _", \ , , � - - . , _/ ... I . � . . I I N 0 U-i I , , , � I * * * .& �, . ." I / - , 47 , \ I , \ j % ,v � EXISTING PRESERVED ,* "­ ' ' 11-le 11 I / \"� ,� ., I TRU AG - 6'-7'HT. TREE .___�) -- \1 � - < v \ � �­ j 7- 1 * . I . ,_ � � I 1. �, N_ '11� 0 � \ ,7 \ 1\11 \ \ \\, , R rk ) ! Q� * % . .I... . . .. � � I'll L 11 .17 _1/ TOTAL: 21 TREES I , I" I � \L \L " \ , , �\ - `,__ .11 /L .... I _` * * * * * + il � i , , * -_ \ \ ..", I � I . � . STEEP SLOPES (TYP. 1. V.. , - 111. , �, I" a- V) . . I I ., T I : _� . . �;� 1­1 ------- - _.j,_� \ \ / .... ­_ * * * * * * * 41 ; , i . I � 1;,�t,�, - '. I I I I I 11 I . .. .... 1 : ­1 I .�,' I .1 � � - .� � I � . _­ - - 1 + * * * * 4. + w I I * w I � . I .,. � , , � ''I ­ I I � 11 . _L I � �, V ____������ ­ � I 11 �.,__', , ­ I f JOB NO. .�, ,.,. I , 1� I L . - � I -L , ­­ . _11 *� * * * * * + * .� - ­,"', . I 11 � . . � "I - - I � ._ j . i � � 11. , I L " I I 1� _____�Izz:�_ __ �_�_� � 1, ­_ _., " - / * i, * , , , . * 1� ; i I I I � I All IL , I / I \ I . / j :�.* : , , ''k A I %. __ ..,. . � , I L , _,l7�1\ - , , i , - .*- 1, I 1. � / I I.- I I", 1 - I �111 \, ""'i L I., �\d I / . . , �.� "­ * 11 i '' ­ ... \ , , . . L_ l . * * * * ­_ ; � w * * w * ­ I I \1 . .. . I I � % ' 1 I \ . ly -I-.- I .. , L, , _,­�, . kl-X 1. I L I TREE CFA - 6'-7' HT. TREE / . ----__ , " ___ ....." .1 L \­ S. j -";ill 'L - __,.____ ,/,/ 4 ___�, ." * * *! * �__� ; 182150 % � L I . . . L , � 1, . I , — --49-- ",-___ __­­ ,* �' f , : I - ­­ * --,, . � U !'!" ­1 ... � _ __1 1. - . TOTAL: 27 TREES I . - __ - - _ __ I (' - --- --- -----_, I ! � o * � * �1, � L I �,� / / ­­ -.1.­ I - �� I � \ I - . _____ 1- - I- - - - _11, . � 11 � __ - __ _ 1 I , ,-. I __ I _, � " - - , * ,,,, /*.-* 41 - I 1, I 11 � e 1 1­-� " i I . I'L . I /// - � -- ­ (D " �� 7 -7 --- - - - --_ __ , , __ "I � I 11 ­.__ "" w * . __1 r � , a � I , LOT ,�/ .. �, __ __ �. '1­ 1 ­­-, ... 1�1 � I � I � — — — . I _",,L * ' ­ _-) �� 'L I" ,"-' _'�Ll - ­ ­ L SCALE ,.� � 11 I IL - __ -------- � . I 1. ..­ I ­ I .1 I I . ____ ,__� , - 11 __ � ---- -- __ 'J r / N , I I , * � I , LOT " , \ � ,_ _�,� �__� N*1� 1__�,,.,� \.- . , 1� � I - 11 � �' __� - __ � "I * * + * . L I \ L I I - 11., I 1 kl­ __A0 � i \ , s , .. TRE! CD - 6'-8'HT. TREE - , , � /\*-*-*-*-* L � 16 � � .... I �� i 7 1� _,��� 1� ­ --- I � . .. . 11 ,��s : \" I ...... -1-­/ / rf * * * * � i � I / ___1_­__ ____­ ___ - " ­ . 11\, �, I I I i \ : . .. � TOTAL: 35 TREES - - ,� _ -­ I .--- L _'j. I I.... 1� I L %___.. . � I— / "Ill I 11 � I I / " — -1--', I'll \ / - 1. ` � 1 =40' \ I I �! I I - I I 11 .,�. I I — u 11. l , I 1�, I � _�, % \I-- m = � � __ --- \ �� , I 1 i . I 1'....r ..I ­/ / I , I L .L. L I L. I -1/ ----_, L . � I 11� \ ­_____ _ I '1�1, I I 11 I . I . I I I - , j I., m � I . ; 11� i I I I . . I I I L I . . I __::Z_ � " I " I _,__ 11 . . " - / POLO GRO UNDS ROAD I , __ _____ \ '. � SHEET NO. 11 I 1,,!,.r­-,--, jL LO 't`� , , , , , �- � . , \ / � , + 0 * * * . .1 . \ � I TREL V�_� , PA - G-8' HT. TREE I L I I 11 * * * * . . � I � .�� . j � 6 HLINE - SEE THIS ,SH EXiSTING PUBLIC R ____ I 3 (O __ � I I �i . , i I I .-I- I—` " 1� / TOTAL: 27 TREES I . . I . . I � I I I _ I \ / - — __�_ , - . * w * � . .t . I � 1 ',­4��, 1 - . I ,"''.1 . � '/// I I ­.ZZI L '' L. 1. I � - - � - * * * * * * I . I -1. L. PUBL/C R/W ... I � I'll , I I I.. - , , . . I 1\1 . . . ___� -,--. . . � ii .t.l.:v,i: .... ... - ,::!! L - p �, '-, . . . - '. . , — I I 111111111iiiiiii� -,.., ; 16 I ! I � . . I'- � I I : L . Ili- _...:;�� ---- I � 11 I I i � . . - - -z,%/-- / -, / - j - �- � .. ��- - - � - - "', - - , .... �� � ­ --- ____ _ ,,,,Ili,,,, ; s . - . I . � !_ 1. 1. . . !,- -7, _:��. cne_ *11 I // I , . �� / I I "-;j I 1, I I - I � _6" 1 � - � 1,�- -,. -,- - - ILL I . �.. . .1 I I \ * - * - - - * , * , - � " .t � I I!, , . . f :­�­_. , . ,_ 1. I ­"'. , . ."_ I%Jlf-%L-. .L" 11AL-L_j I I 11 I? VAR. WiD'rH OAD . L ,.I I . I'. - " � I � I � r " . L '' . ­. \,-,-/ � . I . . -­ L __ . I I .1 I e, � L , . I (i .., I \1'1�� ", �� _'.il�.�� , , // , . � �11111A. L I �f - I I - ,;�L �- ff W/ -Afir /11L �,� / / , - " . I / _/ _______ ftm . I _j .-r PLANT SCHEDULE: ���- W s- I ` �'�� DOUBLE STRAND #i2 GAUGE WIRE NOTE: w QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE STREET TREES STREET TREES STREET TREES I BUFFER OPEN I TOTAL CANOPY TOTAL / WITH RUBBER HOSE&TURNBUCKLES ,�- W 1. ALL LANDSCAPING SHALL BE INSTALLED BY , HALSEY AVE SFD LOTS SFA LOTS AREAS i SPACE � � 2"x2" HARDWOOD STAKE THE FIRST PLANTING SEASON FOLLOWING THE SCALE GRAPHIC SCALE CANOPY TREES CUT& REMOVE BURLAP FROM TOP I,-� � '" 1 i/30FBALLASSHOWN _ SCARIFY SUBSOIL T04"MIN. DEPTH �-- ��--% MULCH SAUCER J ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 40 0 20 40 80 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ( IN FEET ) 00 ASSOCIATION AND REPLACED WHEN NECESSARY..�� AR ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY' RED MAPLE 2-1/211 cal. 18 18 452 8136 ASL ACER SACCHARUM LEGACY LEGACY SUGAR MAPLE �� 2-1/2 cal. 26 23 49 214 10486 BN BETULA NIGRA'HERITAGE' HERITAGE' RIVER BIRCH 2-1/2" cal. 17 2 19 464 8816 LSR LIQUIDAMBAR STYRACIFLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/211 cal. 20 14 34 238 8092 PO PLATANUS OCCIDENTALIS AMERICAN PLANETREE 2-1/2" cal. 15 15 1362 20430 i J FINISHED GRADE I TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE 1/3 HT. OF TREE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE t REPLACEMENT MATERIAL SHALL COMPLY WITH 1 inch = 40 ft. / THE APPROVED LANDSCAPING PLAN. / ___- \ .;, ,1, y ,,,, t \ QC QUERCUS COCCINEA SCARLET OAK 2 1/2" cal. 5 5 370 1850 QS QUERCUS SHUMARDI I SHUMARD OAK 2-1/2" cal. 39 13 5 4 61 372 22692 UAP ULMUS AMERICANA'PRINCETON' PRINCETON' ELM 2-1/2" cal. 35 18 53 464 24592 U N DERSTORY TREES AND TURNBUCKLES. LOOP HOSE � ' ' ' ' 1 ' ' ` ` AROUND TRUNK ABOVE BRANCHES \ 40 AG AMELANCHIER GRANDIFLORA SERVICEBERRY 6'-7'tit. 21 21 130 2730 ;III=III=I .... �� .' -% . ` 1- AS SHOWN, FLAG WIRES WITH \ CC CERCIS CANADENSIS EASTERN REDBUD 6'-7' tit. 22 22 124 272$ 1j I -I I I I -I I I' COURVEY TAPE. REFER TO SPECS PROPOSED LIMITS OF CLEARING (TYP. AR AR '- ' S 05 I II II I -I � 1 FOR ADDITIONAL INFORMATION. \ \ / CD CEDRUS DEODAR DEOD CEDAR 6 8 tit. 35 35 143 0 '�` CFA CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6'-7' ht. 27 27 124 3348 IIIII 111EE --►ll Il IIIII AMENDED SOIL MIX ! \ 11 10 ILEX OPACA AMERICAN HOLLY 6'-8' ht. 24 24 56 1344 I -Ill- COMPACTED SUBGRADE � t , \ t11 JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 12 12 16 192 PROPERTY W i \ MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6' ht. 18 18 113 2034 BOUNDARY (TYP.) - /I _07 PA PICEA ABIES NORWAYSPRUCE 6'-8' ht. 27 27 41 1107 Tree Plantincand_ Staking DetailII _0_ I 011L \ -I ,, -1X. . I,,z �\ k\ � -, Z X/, '.*. 1\ z�,.­',1,I �, ,, ,-.- 114,1V / I , \ j�� //1//111 ,I'I,rll' 1I.-..'-r�--,-",., -/_/_.__I_. ,,. ,;M. )o.- I , wI..: .. . ­ _ ­­ _l�I,1"'�,,�I V, ", 4 Z, 11"q1.111 :,-�,',,-�U"-,-,,1�IV4�10 -,, -,_"I1,: _I- 1-_ -_"I ,- -, - (�__ 11" - _` - i� - ....-_ _1, �-I I ,. ,_ -LOTI_. ,, I. - -. - -) .A- _V1 I. I. ;\ TOTAL 30748 15160 18466 32286 26922 123582 Not To Scale . _-^-- -- \ " , , �- " \ . v ... ... ' I EXISTING PRESERVED , , _�--�-- / _. ..,. - ' W W w f, STEEP SLOPES (TYP. --�' : - _- - - -_ w . ,.^�•. w w w / y r'y y....., - y W W `j'i. lr �f,,! * /''- y ,1/ , `t' ... . . i .. 1 r • .' ',. \ : ,­ FUTURE PUBLIC GREENWAY TO BE � p- . "' /'. w EXISTING ONSITE `., _'i . ,... - : �. , ..._, ,::: ' DEDICATED TO ALBEMARLE COUNTY _� -�'"I __ . ---•- \- - `' \ VEGETATION INCLUDES A PROPOSED GREENWAY (TYP.) AT TIME OF FINAL SUBDIVISION PLAT, / - -� ' =�� LOT ;.'11 ;.'• MIXTURE OF DECIDUOUS & " . .. ... , t� �, EVERGREEN TREES. PER PROFFER #2 OF ZMA2o18o0011 ! �� f r 135 .. ; \ i TREES ARE GENERALLY �, -3 0 - LOT ,:,', ,: ' ,',' V- :1 / --- __ _i 'ter LARGER IN DIAMETER ". .1%, ,-,' _._ice- - 1 WITH TALL CANOPY AND ''/ "" "�'°". "', 34 ... , . , . _ .. , --(r` w ,, LIMITED UNDERBRUSH r,,. ,. - T - E: -_ -__ _ :.'.'.. , r' y,-, - ,,,,,.. t _- o ,. YW o ,� _ •'' _ : . - ,- PRESERVATION -' t '--�Y ,- 1 ' % Y, y Z AREA .. ... , , / i#. - , ! - Q �� LOT , / - ,s 1. - ; , , . . 128 OPEN '�.� . \ , �- ;.. / o / j ,'� �._ LOT C� /k.ry / -- / ." w /' r, . �� 12 LSR STREET TREES . - o / ' 3 ,,� c // / -r - NG MARCELLA ST .--',--' .'..' ..' ..' r - i' ' .% s; -...-. 10T o 1 J 1 \ - �„_� ALO LOT .:,'w /, b r' n I 1/ r' t 1 i , * * ** ** * (.V0& * * \ I I I I II 11 . \�.\ / V"��I V ..II I ;. :��/...'/j/I .:.,.... r 5 . J' ' r w �, w ,.• Y ` \ ... 7 12 6 is _,. ,_ - - _ - 1 / / TREET TREES OS S - _ - , , f, f w w w w W 0 . <. ' / w w w w _ ' / // ALONG MARCELLA ST s = �' s , + , I( /1II . 11� = '-.",--,:�­,­_111/111Il / , � . i w w w W W _.i- 1 44 �� ♦� ro, - `` i 11 , • I ;; --- - ___ 111100TS01M - - N � - 0 �', •` "I R ^61 i I _, I "."" -1 1. ff, I I I I ! 11 I , f" I ". I ", I I',-, S4Vj..=_., W_=_,-,:7 a 4 ♦ ems. - - - ����� of .� , N �" > oWN ♦ ,.� _ i !t ,r �. it It iA IL kk��NmNai•'�llt `1 / ,: n il. iI . ►' • TI •ti r , / nly �(39) OS STREET TREES - i• ♦ � � t t n Ir-i � • 1 Il ll ttirl ►j T7 1 ,; h � ..l f Va Evergreen Tree Planting Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" 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 COURVEY TAPE. 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 i/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE 1992 3.38 I FENCING AND ARMORING i i-UNE I' 1/I �j 1 1 a I l I I I it 1 . I I 1. it I, 1 �1 1 .II � I I i II ti�l ,:.... •O• ❖.❖..❖.❖..SO•..•..❖.❖.❖.I ...y..f.•.• ;00 BOA ' II .❖:❖.❖.❖.❖.•.:❖..❖.❖.❖.❖.•. ��•••�•ii ••1•••••••i•••�•••••� I...•....••....••.•. ...................... ••�•••iii•°•••. ��., ... ) .❖.s•.❖..•.•.❖.• �.❖.❖.❖.•..•..•.• CORD . PLASM FENCE CORRECT MET• OF ' t I' /r - � r / Ill 001 ►� .. . . ORING to TRIANGULAR BOARD FENCE Source: Va. DSWC III - 401 Plate 3.38-2 i... t J : , ,' • rho LOT k.. w ' � / . -- ;. ' •:• , LOT / '• � � LOT _ � l O 1 u+ �{ 12� } 112 (� t 2 7 I-- i ii �+ •,•'• 10 EXISTING loo-YR FLOODPLAIN (TYP.) ' EXISTING MANAGED f. / LOT I 7 3 to p'1 , Q I i County of Alhemarle - j 6 ASL STREET TREES i f i I' . %� � STEEP SLOPES (TYP.),_ '•;• - `,. --� 121 I ( ) �4tz _ - - w I ConservationPianChecklist - To be laced on Landscape Plans •r ,­_, (a y - � Handbook TII-28a 111-297 for complete specifications) ALONG MARCELLA T (H andbook, � i I � \ Ipp r >� i .. ..., r }.. z S STREET I --- ___ ° f rn (24) A L ST S �_` ` \ , r , . , , ' , '... .., . , , ... ... . , . �. / ___- � ,_ _ / I -.� LL 1. 1 he tbllon iris items shall beshown on the plan: y , '..".'.. liar tobasaved ( ... ..... , /. .1. ...... .. �1 J � � � � ALONG LACONIA LN / � �' � I I p 0 , I © of le (outside ari a of trees t b d y y /.. { ram'. ' - f I , I LOT LU I Limits plin ,�• o J` (6) LSR STREET TREES I -- \ 1 • . r � I W I. Ll Location and type of protective fencing; ` f, + I . - r- a • 1 r $. • i •' • / I © Grade changes requiring tree wells or wall •r ALONG MARCELLA CT I 9 cn , • ... � ' .. , , . , ... .•. , ... .'.' ..'. . '.-� LOT _ 6 i J ; • . "', .'.' ' --•I + r Proposed trenching or tunneling beyond the limits of clearing. ro �,, ✓ . � : 3.20 / I LOT Q V f 0 10 6 , .r. / � o , Q M - o / I ! 2. AIarl:ll�ti: (a \.� y y _ I N LOT LOT LL I z t be saved .shall be m with .tor ribbon at a height clearly visible toequipment o orators. 71, , � i 0 All trees o a marked 'n ` 1 �' .'t IP ^i k.,.Pn Y ti � I :' i 7" Z�z „ Q I , approved b a County Inspector. y !� `� 11 O No n shall b until the tree has been inspected and a r ed 4, 6b yy 3 I / 9 J W grading Pe PP Y l / ,J / i ,- 1, i' y / 7 I -I- I I '?! 1 IU11,,, 0 4r • �. LP r i (0 --, ,( 3. r o e c cc: Pre -Construction st u i n Cunt r n n r ct : -9 I I II 4 t I �" LOT � a • 0 Tree reservation and protection measures shall be reviewed with the contractor on site. k ----- _ A I I I P EXISTING STREAM TYP. 4 �. , ( ) ---- . / / ��'� � __-- - `� LOT FUTURE PUBLIC GREENWAY TO BE � " " " ` " " - ` 4. Equipment Operation and Stora e: 8 • I DEDICATED TO ALBEMARLE COUNTY w�­ / = ' / I _ �, , .: , � Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the dnplutea of trees (a / I I I I r� W w to be saved. AT TIME OF FINAL SUBDIVISION PLAT ~' -J .. .. J 1" PER PROFFER #2 OF ZMA2o18o0011 y f, � � � - �I. � J � � • ;; ,• - .•�•.� . , .. ;. , -- - • • - - � � � � -� � , I o' ,� ' S. Soil Erosion and Stormwater Detention Devices: w r W w , .. .y, / LOT LOT I i o I; LOT �, t . • • • f / A, k LOT W Q I1 I . + I ® Such devices shall not adversely affect trees to be saved. /.// 1 , N W ' .. 4 w _.- w M . I J-) 4 6. Fires ,. , ; O m z 88 I ,,.....:, �. ...11 _ Co U i + _ •+. `+• • I Fires are no fitted within 100 feet of the me of trees to be saved. Q .. 1 e�J t perm dripl' v �. I . J \ - Q - f ,Pn. - ', . y y �, I / t �C-X J� (�. m f I Toxic Materials: i ; l • - - ' ! Z L8 '. I ® Toxic materials shall not be stored within 100 feet of the dri line of trees to be saved. r ., Q _ � f o� � I 7P \- - - ( ) w :�.'..° ..' } �1 I g. _ W I q- I -, _- �QJ i C) Protective Fencing LOT UAP STREET TREES , ,, 35 w {/ ',: N O �* X: I'. 10 f Q a 4 ALONG HALS EY AVENUE Ll Trees to be retained within 40 feet of a proposed building or activity shall be protected b fencing. / Q - i � {� ' 3 J I I P P g grading P Y 8 \ OPEN , % / o . Fencing hall be place and shall be inspected and owed a Co I to prior t r construction. y w y y °. . , . \ � 0PP Y County P grading / -. _ , .' _ SPACE t/ ` -i' 1 �: , f� s6 -F n s in laapproved b un Inspector r ri o din o / / � w, �i -,ice 7 _ 9. ... / • •-_ -� _. �� (16) LSR STREET TREES � .. �_ I ,�, � Tree Wells: f°:ea ' -" `� w . •'. ' ' ti:� 1 Ll vwhen th round level must be raise wit ' the dri line of a tree to be say a tree well shall be rovided and a construction detail i/ ... ` e g d P �, P f w *, - w A�. LOT I - �/ ALONG LACONIA LN. - _ "// '._ t i submitted for approval. 111 _ , 1 , LOT 't � 11 0 \ \ { / + ° 10 Tree Walls- , Q • u, LOT �\, _ - / 85 O PROJECT BOUNDARY TYP. ".'.'..'.a' 11 . / y w ,, ( '\ . / 1 Ll When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail `;. _ / -: submitted for royal. :- PP 118 / L T �11 y I ,,..�.,. .,. , (a :', . ' . \� I w . , .. .. ..�; �.` ' /, 11. '1'renchin� and Tunneline: I ...... �- , (18) UAP STREET TREES i 102 � `I' `t' :- - d+ f I When trenching ,s required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling O .,.... ti ...... ..... , ': .,.:. \ 1 3� ALONG LACONIA LN r r r i _ _�11under a large tree shall be considered as an alternative when it is anticipated that necessary erelong ill destroy feeder roots, % y i ,,.... i .: (,, t >• � \ aretrenching w fro - - 12 / 1 tCleanup: 1 / O r \ a T , , � g, \ / ® Pn�tecrive fencing shall be the last items removed during the final cleanup. LO / ti LOT 8/ + 'a "� .... .. ..,. " \ ....,,'�'. Lf t �.,., //' j/ 101 iJ,... .�, \ %.... - r � _`-•1•---..±s: � A ' DamaSed Trees• ly y= "v �. ./ /'IV, llfl , ::` `4� LOT 1 / I ® Damaged trees sf 1 be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. \ . , '' xx io LOT / ' + `� 1%1 Y. ' �. `0 / "_^ , , , - .'.'-,••',;,','• •'•'. , :_._.,ts :;;:-. -., �'`' ,'..'.'.`•',,. •.'..'.'. - /• ' ' ' ' ' ' ��',• - --' 3 EL P R'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 117 , �;' f LOT i NOTE IT IS THE DE O E ; ' . .: 116 e ,, _ , a .. .. , .;.. / REQUIREMENTS. sI 1-1 ,� - , . . j iX. � L T PROPERTY `� O , 1. / 3 9/ / , �. ., y.'. 100 • BOUNDARY TYP. , , .. r . OWNER SiC:\'�TIiR . l) 1TE 1 OI 1.4 ~\ f _ , ... / O EN" LOT o , ,' , r ,f j fi -. r + ,'. PACC -r 82 ° . r' �/ / r' � � EXISTING ONSITE �, / - �� f wf / r �' l , r :,.., /" / // 11 • VEGETATION INCLUDES A � " . , / CONTRACT PURCHASER S1(:\ 1l l RE DATE i" f, { , I / I / I "I / MIXTURE OF DECIDUOUS &(a / I ,%,.,r'';J /,.. r. .� :. s s`�. r ... .. LOT I 5/1/06 Page 1 of 1 \ r ,� ;� ..� .�'`, ' ,�• ;� ; � > . - LOT / • , f ,. f EVERGREEN TREES. �f .. � / / �,r (a f� 81 TREES ARE GENERALLY `�/� I * . Ii/ IV -4/ / I I,,'; �'- �'/< -.. . , ,11 /,�' //� ,' f,, ,� ` ,� /y �' r .. / 1 LARGER IN DIAMETER -�' �; >` ,''�`,',�r' �� Consery ion Plan Notes: w /'J • r� WITH TALL CANOPY AND ,r /1 .'� . l i ' r�� , r �... + LOT / A � r ,.`�' _ ._ ., ,/` , • • • ' • • • • ; • ri • �':� � , � � • 1 . ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO (a .LIMITED UNDERBRUSH f f.. ,. a , �' %f��. � ;' - ,/� .r ,f' �``� , .^'� / r , � . ,/ � <<, .- __ .�' �' � � 1 /.- ti ': �� � � �:� T P RATORS. NO LAND DISTURBIN ACTIVITY SHALL EGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE ._r ,`. - f ,., . r ,. r'',• , / �' , . ,� ,,,80 EQUIPMENT OPERATORS. G B ,, ... . �( f•,�r �, -. //,/'� ✓' - !' : i>�f /-% f �.. �, ....... ; CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. . .. 1,. / ,, ,,� � . , '` o .', . , t - ✓f 2. D ,, _���`�r'' /r..,ar: ,t ,�'� -/, ✓"'/ `.,�'r / / !� HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED , ,F w ,�, ... ...... -� � �...�` , , . ,%� ,r r` .. .,. .. , ..... � ......... -. .•...• • . , . - •.. +�. � , WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. ;•'- , ,'}'. • , -..t, ,'. _ -- _ ;'. /' `- L. t:.. / ,:' 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE o PRESERVED AND PROTECTED. 4 LOT COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE 1. ' w " '�.1 AREA �. T PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. ` f ,� _ f � _. ,,� ..... ... � 4. FIRES SHALL NO BE PE ED EE E ` _ / ' \ 22 1 SF / 1 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND O I/ � " / __j-_'--__ _-- - � PROTECTED. o f , _ W.y „�< , :. /� / / ,J / IN HAS BEEN INSTALLED BY THE CONTRACTOR { �/ t t'. /.. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING S BE / �� , / � , f-.,,,�.�' _ "' '' / r f / + I AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. EXISTING PRESERVED LOT / I 1../' • /,/ �'. • " ""/ ANY KIN OFUNDERGROUNDWAT R SEWER ELECTRICAL,CABLE TELEPHONE OR OTHER UTILITY SERVICE `� / ,° :. , , , . , )---,STEEP LOPES TYP. LOT _- y ,: 7. WHEN TRENCHING FOR D E, ox / S S { } / \ 44 -CLEARING, THE SEPARATION FROM TH ,,, , , , ..... ... � .. ;, - - . '.•. •. '.•. • '.. ': , ' •. •. • •. • •. '.. ' •. '.. •.' • . - IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLE G, EE r .., ...... � 21 � � LOT ' \ " r !� -: / TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, 0 / / t \ \ -� L - % ` 8 % BY THE COUNTY ENGINEER THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND % OT �, lr. ,� 7 . / : r PROTECTED. 22 ,� ".'•' • % •". • •'•' 8. ANY DAMAGE TO THE CROWN TRUNK OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED / LOT / , CONTROL HANDBOOK CARE FOR SERIOUS I /// 11 j � /' °" F/ IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT t : •... , .. .. � ..� ' ', .. � ... i;, LOT _,/ �' ' , , , ,'- - . i . ... / % / J (_ FORESTER OR TREE SPECIALIST. . ' � INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL ORES ER L ... 43: / �u ES / / + 1 -% \;, _ , ..'. '.`.'' ' I' ,', . , . .. A PROTECTED, HALL BE ,,(0 :........ .... ; \ � MATCHLINE SEE SHEET 16 _� - - 77 / 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND S PROPOSED LIMITS LOT--'-r-- / ..., " '' %� "� / A Y PUNCHING HOLES WITH AN IRON BAR EVERY 18 OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12 DEEP C� \1 OF CLEARING (TYP.)::.' . ,' 20 :' :': .`�:-.. :•.':':'.':-, :'. / . ... / i ! / AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. l 4/.\ .N . - • •' � "' - ' ' ''' ` / / / OT , / Y:' 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING :. :'.',.''':. :'� t . / \, / ::•'. LOT �� �i .-..�:-/ r/ , p THE FINAL CLEAN-UP. -- - --- �... H p � SCOT ` 70,OT� U Lic. No. 03� ~0:z_ d ,01/19/23 SC� SEG IONAL w z 0 ti z J l lu i O ,,.. In (!') {,., z z Q) LLI W M 2: 2:i o U O O� U U � U 0 z z L_ 3: z can can (n Lo � 2:� 0 a U)o � U U) z z z o LU r2 J ti 1^^LL 1..1- 0 w = .- y / _ f n V / I✓ / ( W a ¢ Q U) C z z. 1111111114 I.L. O O (n � � o z z -� U Uj O i. 1: O (n ce WW 00 CY CY O I i O 0) C I : i 0 . ��I E � � -0 N N rM O N N N U 0 0 0 U.j " f V N_ 0 (=) ,-I� C 0 00 M .-i : U 0 CD 0 O 4-• 0 E O C 0) (IT > '(n U CY) U ' CY z � N ' Q ° o ��' M �- I W (1) 0 a a N O I- 0 0) N P-011 o N V) -0 (n 0 > < _+� LU I F-4 0 z ° W Q Q L_ o T-4 (j ° _j 0/ Cz z° I-°-1 Q = DQ CL .S-: ­0O U I ; � U � o 1 . I (f) oca- y z-0 4�10 (,) �_ W r U .j C a D I p E � ) V C 1 z LL! LLJ I Qf w w z / 0L I z F..­II w 01 7- , T J U W O O Q�,>*' N 0� Q Q I0 o L.J r n LPL °' M > W Cn I - Oi U I � NI "ROW I- w r--, k--: ►_ w w C E U � = o a U-) _0 JOB NO. I a) 182150 U 0 (n (n SCALE ° -0 -/ r,=40' c a 1 (n C 0 SHEET NO. 1 a 17 a) F_ (,1- 3/3 0/2R I NOTE: SEE ROAC ENTRA 1 440 1 435 PVI STA: �a«oo.ao PVI ELEV-4u.gi ROAD DESIGN AiPPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. K�''° ��: zso.00 PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. v �P 430 I PVI STA:;18+oo.00 PVI ELEV: 413.97 K: 49-93 LVC: 400.00 425 m 0 a) O M rl v 420 U m > m 1 415 1 410 1 405 1 400 Ln w --, D O z ° > H j PROPOSED VDOT STD. CD-i wLn Ln J UJ _ { O� / Op/i V LLJ uj L / LuLf) `l 1 3 � 16A PROPOSED GRADE (TYP.) / i 395 / PVI STA: PVI ELEV: 356.$4 EXISTING GRADE (TYP.) K: 37.02 LVC: 296.00 390 1 , _ _ _ _--- ;` Ln-- _ _ _� 00 i o r,;, ko ri / 14A 00 Ln r\ r�. + rn + rn i O rn Jy j ri W / i m 0i w PROPOSED STORM SEWER CROSSING 385 > / >\ W w I oo° 17PROPOSED 12"x8" TEE, (2)-12"G.V.,&(i)-8"G.V. 380 ' i IS' PROPOSED SANITARY MIN. SEWER CROSSING 375 i i j I / Ln / PROPOSED FIRE HYDRANT PVI STA: 10+30 00 ASSEMBLY wJ 12"x6" TEE 370 � / PVI ELEV: 2. 6 + K. 3.99 LVC: moo Q / LC 1W PT. STA: 104 27.00 `! PROPOSED 12" 22.S° BEND TO CONNECTION w/ LOW PT ELEV: 352.88 v i WATERLINE PROPOSED UNDER THE PHASE 2 1.2 z POLO GROUNDS ROAD PLAN (SUB-2017-117) 365 o a, 019 000 _ / f 8A _. Ln rn Lf) --- + N + N z / o / ri W ri Lij z / I � u>> u> / w — 36o m W l O / -�--- i z ; PROPOSED 12" CL. 52 DI WATERLINE EXISTING 2o" DIP SANITARY � / SEWER CROSSING / PROPOSED 12" 451 BENDS E 355 VDOT STD. CD-2 0% .0 N W > � Cn CO PROPOSED VDOT STD. CD-i 0 Ln i ° m PROPOSED VDOT STD. CD-1 o o w N U V w W 1 PROPOSED FIRE HYDRANT ASSEMBLY w/ 12"x6" TEE 'ROPOSED 12" CL. 52 DI WATERLINE f VERTICAL GRAPHIC SCALE 2.5 5 110 1 I inch = 5 fL ORIZONTIAL GRAPHIC SCA E ( IN FEET ) 1' inch = 50 1.3 ROPOSED STORM SEWER CROSSING i O t.n O 00 �, rn N N rn ,t N W V W > W FILL TYP. L•4 _PROPOSED FIRE HYDRANT ASSEMBLY w/ 12"x6" TEE 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 292o ROAD AND BRIDGE SPECIFICATION 303.04(h) 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". i _ 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. l A"�� .p-SUM0 , PHASE 2 POLO GROUNDS' 1.3' t � PLAN (SUB-2017-117) FOR I �E DESIGN INFORMATION I 4A PROPOSED STORM SEWER CROSSING I � I I ; I EXISTING 15" RCP STORM j SEWER CROSSINGS 345 r ri kD N rl CT Nt r� r\ N. r� 1� r� r� N r\ N lD l0 O Ln -t 0) N 00 0) N O N M CT ri r♦ r� O r i M 0) r# 0) 00 01 N r� (T N ^ 41 N O lD t Q N C71 (Y t a71 Nt '~ O rn Ln aT m rl Lt) t71 N 't r� 00 Q'1 0) Ol N r� tr 1 01 �' CJl rh CT �i- m N N L.;j n1 .�- L!1 V) Ln L!1 Ln lD �O l0 N. I� 00 00 Ol a ) O O O ri rr ri rl ci ri N N N N fr1 t`n m ry) r;) Li) 100 rr mot' al M 00 00 M Ln 00CY) M O 00 O N O l� O CT O N O �' l� h. H 00 r..r aT r•1 N M N N 00 N ri --t ry ry) M frl ry) M I m M ry) m rn fYl ry) Pie M � M M M (y) M -t M `1' �. �. �.�' 't --t. �' �- `� �" � `� � �' ` ' � �, �- � � "t i � 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+50 17+00 17+50 18+oo 18+50 19+00 19+50 zo 0o 0.50 xz.00 HALSEY AVENUE � (DESIGN SPEED=30 MPH) 22+50 23+00 23+50 24+00 24+50 CL TH 00 SCOTT R. LINS U Lic. No. 035791,-� o 09/12/22 �,�' SIONAL E. Ow w' 0 U z z � can O Lu m o, CL r/ U Ln Q cn z z z Lu a_w a o w H Q Qi � z z L JL O Ln W �o ce i w' N N N N w o 0 N N Q 00 N 00 M 0 0 ZW W J W JQ 0� 0 N w _J � cle W W _ d Ln JOB NO. 182150 SCALE ill _ 501 SHEET NO. A 455 450 445 440 435 430 I 425 420 415 o 0 _ �rq o u m m I N O• ri Ln 1 Q Ln uw 0 u Z LLJ Co F'VI 5 I A: ,12+00.00 PVI ELE1 : 416.00 K: 2P.40 LVC: iZo.00 o+`�o I EXISTING GRADE (TYP.) rl Q L w/ w I u / o PROPOSED GRADE (TYP.)-j -1 0 W + U 0 H w PVI STA: 16+05.25 PVI ELEV: 443.15 455 PVI STA: 14+50.00 K: 2.50 PVI ELEV: 440.88 LVC: lo.00 K: 1257 LOW PT. STA:16+o5.25 a LVC: ioo.00 LOW PT ELEV: 443.20 ago 0 0� o w LnL-n Ln Ln 450 • N N N N • . -In _ O � M 0 .fi ++ �• + riw Hw ul u u U CoU W U m U w m W > > Co w INTERSECTION OF 445 MARCELLA STREET (STA. 14+o6) 0% w/ LACONIA LANE (23+19) '�•o0 0 2 0 2 000/p � � Ln \ FILL PROPOSED VDOT STD. CD-2 '• PROPOSED VDOT STD. CD-1 (TYP.) 440 ___--- .- i Nit � w PROPOSED TYPE A . Z' i �-\ BLOW -OFF ASSEMBLY ui i N" PROPOSED 12"x8"\CROSS , / (2) - 12" G.V., & (2) - 8" G.V. 72A 435 \ PROPOSED 8" CL. 2 DI WATERLINE PROPOSED 8" CL. 52 DI WATERLINE 5 / 3.5' IN. !1.71 jo 2.6' �.� 00 C 75Ln o5 � i Q 430 PROPOSED STORM SEWER CROSSING �-- t ------ '------- -- 6 � � j PROPOSED 8"x8" TEE w z & (3) - 8" G.V. w p PROPOSED 8"x6" REDUCER Ln 425 ui L' z PROPOSED SANITARY Q 0 Ou z Q� O J i 1 t PROPOSED SANITARY SEWER CROSSING 1.2 / w I- L1' w w SEWER SERVICE Oz i U LATERAL CROSSING w Ln o > Ln420 --- . a� < w ------- 68A Q I- Z ! U w J V) � u PROPOSED STORM SEWER CROSSING = Q PROPOSED 6" CL. 52 DI WATERLINE z I 1 45 PROPOSED VDOT STD. CD-1 410 , PROPOSED TYPE A 62A FILL '\ ASSEMBLY (TYPLL' 405 ` \ \ \ N PROPOSED 4" CL. 53 DI WATERLINE - PROPOSED STORM SEWER CROSSIN PROPOSED SANITARY 400 J--''�SEWER CROSSING i i a£ o° jo � o �� 0)N �' o `^ 1 10+00 10+50 11+00 11+50 PVI STA: 11+75.00 PVI ELEV: 422.52 K:13.79 LVC: 50.00 0 � o 0 0 t1 N 0 N PVI STA: 10+17.50 + + �- 435 PVI ELEV: 418.66�' v rq w 435 2.50 U Co V w LVC.lo.00 m w Ln LOW PT. STA: 10+17.50 ++ N EXISTING GRADE (TYP.) LOW`PT ELEV: 41&7 PVI STA: j11+oo.00 <�t o �0 0110 430 Ln c6 N oo PVI ELEV/: 418.30 � - - v� 430 rq r-f. ry r4---, - K: 21 .20 v ui L; LVC:95.00 / ul) PROPOSED u> "u ' VDOT STD. CD-1 w m �f > o U Lu �n u, o ran U) �• cT 0 I 00 w Lfl +. �' �' + N D \ U 425 o .. Z 425 U ° PROPOSED AIR -RELEASE VA m u w 2• FILL i > I w m (TYP.)' I PROPOSED PROPOSED TYPE A / GRADE (TYP.) I BLOW -OFF ASSEMBLY 420 �'' 3.5' MIN. I 420 I 5.62% z °o% ! PROPOSED 4" CL. 53 DI WATERLINE 00 / 2• PROPOSED VDOT STD. CD-2 415 o PROPOSED 6"x4" REDUCER 415 0 � _____._..._ _-__ _ _ ' _ _..._._.____ _� PROPOSEDSANITARY 0 Co 1, �-{SEWER SERVICE LATERAL CROSSING � w PROPOSED FIRE HYDRANT 1.6 u-. � a 64C ASSEMBLY w/ 6"x6" TEE 410 z � �, � I 43.0 O u _--_ _----.6- __�_ - PROPOSED 6" CL. 52 D1 WATERLINE l~J Q w I w�u un u Q PROPOSED 6"x6" TEE PROPOSED STORM SEWER CROSSING z `t & (3) - 6" G.V. 405 _ 2 405 t-1 i 1, t1 t N N N 00 Ile) N 1'� N N N 10+00 10+50 11+00 11+50 12+00 12+50 3 9I PROPOSED FIRE HYDRANT ASSEMBLY w/ 6"x6" TEE MARCELLA COURT 410 PROPOSED SANITARY SEWER CROSSING (DESIGN SPEED=25 MPH) E PROPOSED 6"x6" TEE &(3)-611G.V. 405 'ROPOSED 6"x4" REDUCER PVI STA: 28+00.00 I ! PVI ELEV: 46o.o1 K: 47.26 ,N,� �N�. N N M M • 't -It' iz.ao ziso 13«00 13'50 14•00 MARCELLA STREET (DESIGN SPEED=25 MPH) IN 14+50 15+00 15+50 Ln N �0 ran M It -t 16+oo off VERTICAL GRAPHIC SCALE 0 2.5 5 10 20 I I 1 1 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. 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 "BACK FILLING". 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. 1 13+00 ` p TH 0 SCOTT R. LLINS'7 Lic. No. 035791►� 09/12/22 SIONAL Lij z w z J o 0 z Q) w O U LVE u Q) Q ) m x r� a� u cn z z z o 0 CL C- :3 Lu ul J w Q z oC O w w 0 > V) ~ 0 -- W z 4-- C) H S_ W ce > 0 w 0 U O 0 a 1✓ N N .0 N N U w O O N N 4-1 < 0000 N 0 0 00 m ° 0 0 0 4.1 E 4-1 C 4- Lu D C� U CY) N ° Co < 4-1 cn 0 � a W0- N O �- a CN O v- N C1� V ) W 41 0 0 LF-011 J �- LJL U) 0 U) i4-1 i■.�- w a CL �.r w 0 �' z f O Q� Cz J _ to w U U F- 0 O < (1) ■ -i--+ w 06 ° u 0 < _ o n 0 m 0 w Cy. W w w Z z Z W - Uz ) z 0 o �'- w 0 QQL O O X a) w U~ a) w w = o JOB NO. 4-1 182150 U O U) SCALE 0 1"=50' 0 U) SHEET NO. 0- 19 °' c- GL 13/3D/2tz3 q6o 455 ROAD DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. 450 PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES liONLY, 445 440 435 10+17.54 _ PVI STA: PVI ELEV: 398.07 K: 2.So LVC: 1o.00 LOW PT. STA: 10+17.54 I 430 LOWPT Ln rl ELEV: 398.12 Ln H ri 0) N 0) M + m ttl W O H W 425 •'• m > U w PVI STA: 11+<,6.02 PVI ELEV: 400•44 w - ------K: 26. o8 _ - - LVC: 165.ao Lt1 Ln r`in Ln � Ot i m 42O -I - -- - - -- -- -� --- . w .. Lu ---- ' --- .. I w i > m > w I i W o O i + O i / 415 I W col_ _ __- _ _ z + PVI STA: 8+64.00 -1 PVI ELEV: 393.1$ z Q K. 26.25 0ul / / LVC:72.00 i U W ' 410 o O --t o 00 -J w 0 / o0 N O j �t O 0 / + rn ! °M' PVI STA: 9+56.00 z O O / 00 w 0) Lii PVI ELEV: 397.54 u> Ln U u> K:12.76 ww 405 m mw `�, LVC: 35.00 m w Q /Ln I � N + 00 i Q V) 4O0 U OVA 395 3 NO 390 \ PROPOSED 4" 45' BEND TO TYPE A BLOW -OFF ASSEMBLY 385 PROPOSED 4" CL. S3 Di WATERLINE \\N PROPOSED 6"x4" REDUCER 380 PROPOSED FIRE HYDRANT ASSEMBLY w/ 6"x6" TEE �y 375 EXISTING GR� PROPOSED GRADE (TY PROPOSED FIRE HYDRANT i ASSEMBLY w/ 8"x6" TEE i 0 CIO 1 i �13 i PVI STA: 22+00.00 -- PVI ELEV: 438.13 _ K: 6�.42 PVI STA: 19+14.00 1 V imon PVI ELEV: 448.43 ' -� K:32.68 o rn� o 01 of o L C: 215.00 tM Ln + + rq PVI STA: �16+oo.00 �' N HIGH P STA:19+o3.7$ Ln `° ,u \ - HIGH ELEV: 446.6- --- mPVI ELEV: 439.o8 I N v \ U + >. K: 4.69 oo • • O m \ w /' u PROPOSED AIR -RELEASE VALVE N v LVC: �oo.00 / j > � \ / m U Lu °o, rn °o // w \\ Ln Ln.. w--- - - - - -- - - u> Ln E / I > m ] w / 2•9$ m w /' i 3.5' MINA -3'6°96+ PROPOSED 8" CL. 52 DI WA 1•/ PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE 1.6' 1 I PROPOSED FIRE HYDRANT_ ASSEMBLY w/8 x6 TEE , �1.2' 1 54A PROPOSED SANITARY SEWER N o SERVICE LATERAL CROSSINGS W Lli PROPOSED STORM SEWER CROSSING PROPOSED SANITARY SEWER W SERVICE LATERAL CROSSINGS (J) W -- f1'3i i J PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER = SERVICE LATERAL CROSSINGS 1.7SERVICE LATERAL CROSSINGS U ' F- SZq � Q -- PROPOSED 8" CL. S2 DI WATERLINE VERTICAL GRAPHIC SCALE 0 2.5 5 1(J j 20 1.1' PROPOSED SANITARY SEWER ZZX3 oA SERVICE LATERAL CROSSINGS 5 PROPOSED STORM SEWER CROSSING O rr O 0) 1- u, u, oo z 1,5 °m rn � 0) + M + rr•1 w L O1 i i 3.5' MIN. Lf) urn } i.i u > Lf) > ' m °° w•1' PROPOSED SANITARY SEWER -- - `� - - SERVICE LATERAL CROSSINGS PROPOSED VDOT STD. CD-1 / 2 0 0 11/o -2•oO% 2 00 (Ori 8A PROPOSED VDOT STD. CD-2 \ \Y 1.1' � ( 1 4.4 1'4 46A i PROPOSED STORM SEWER CROSSING 4.6' 35 PROPOSED 8"x8" CROSS & (4) - 8" G.V. I ROPOSED 8"x6" REDUCER 'ILL 31 ( 1 1 f1f � I YP.), \� ; 1PROPOSED SANITARY i SEWER CROSSING i PROPOSED STORM SEWER CROSSING ROP111 0 D 6" CL. 52 DI WATERLINE p O m M Cn Ol L . C11 00 N N rl N N -4- Ln M �t rl Ln H ri -- 00 00 M O� Lf)) p r-1 m rl N O M N 0) OM �- ~ MOl Ql I� M ,0 '00 �r-1 M t C) O -It O n#Ln O C1 O � H O rlM m M M t m I rm 8+oo 8+5o 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 2.2' i HORIZONT' L GRAPHIC SCALE 50 0 25 1 0 2 0 i ( IN FEET ) 1 1 inch = 50 f;. i Lf1 lN0 00 � I.n ^ p 0l p Nt ri Ln 00 Ln l N N M om• M M 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 LACONIA LANE (DESIGN SPEED=25 MPH) 1.2' * --- - -- r78A PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS OTE: ALL ROADWAY EMBANKMENT MATERIAL S,HALL ONSIST OF SOIL AND BE PLACED IN SUCCESSIVE NIFORM L YERS NOT MORE THAN 8 INCHES IN HICKNESS EFORE COMPACTION OVER HE ENTIRE . OADBED AREA IN ACCORDANCE WITH DOT 2020 OAD AND BRIDGE SPECIFICATION 303.04(h) NOTE: CLASS I BACKFIL( MATERIAL SHALL BE CRUSH R RUN AGGREGATE SIZE NO. 24OR 26, AGGRE ATE BASE MATERIAL SIZE 21A PR 21B, FLOWABLE FILL, CON ORMING TO SECTION 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS C NFORMING TO THE SIZE REQUIREMENTS FOR CRUSHED RUN AGGREGATE SIZE 25 AN 26, PER VDOT ROAD AND BRIDGE SPECIFICAI IONS, SECTION 302.03(a)2G "BACKFILLING". ___ __ _ NOTES: 1. ALL FI L TO BE PLACED AT 95% COMPACTION. 2. MINIM M 3.5' OF COVER MUST BE M INTAINED OV R W/L. } MINIM M OF 1' OF VERTICAL SEPARATION FROM -STORM SEWED & W/L AND 1.51 OF SEPARAT16N BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 1 f I I r1l O N Ln Ln rn rn O oo rn N o) r, 10 oo Ln m PM 110 N to ran Ln Ln m m m M u) N OS M N Lf) Lfl M Ln 1p u) l0 Lf1-It lD LI) LO 00 Lf) Li) 00 M Ln 1p Lf) $- ulry) 0) O L-n 00 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22� CL 3����t3 TTI 7k4% 0 #SCOTT R. LLINS';-?, ,L) Lic. No. 035791 � 'duo 09/12/22 SIGNAL E� Ln w O � z z r Ln w 0- m zogg U cn Ln z Q z o w LLj O � H W � J z J z H0-4 LL 0 W U) o ce > r [V fV fV fV w C) C) CV [V Q 00 fV 0 o 00 m 0 0 L9 CY? CM z N cM 1 W N O �- Cr)CNN--� N C) wQ > Q LW W Z _I ._I ~q LL C) W ~ � W Luo z ry Cib Q _ tD W C) I-- W u O?S _ D o Q ul U O W W c U i- W 0 o V O M W 0 N w u Lu w w JOB NO. 182150 SCALE III = 501 SHEET NO. 20 35 I N RAMON WL PVI STA: 17+13.00 PVI ELEV: 425.78 435 : 21.30 VC: 75.00 Ln Ln Ln Ln M ; p �O + � + N � i j ' _ 430 � w H w BEGIN CUL-DE-SAC - STA. 17+6o 430 vm Vw ---- m w 2 pp% PROPOSED AIR-RELE 425 425 PROPOSED TYPE E BLOW -OFF ASSEIV F � PYI STA: 10+21.00 PROPOSED GRADE (TYP.) 420 P I ELEV: 390.67 j ILL ROPOSED 4" CL. 53 DI WATERLINE 420 K:.z��4- - TYP. LVC:1o.o0 , LOW PT. STA: 10+2100 0 44A LOW PT ELEV: 390.72 PROPOSED STORM SEWER CROSSING 0 o po o PROPOSED SANITARY SEWER 1 415 rn N rn_ ;,,_.'SERVICE LATERAL CROSSING 4 5 !� `� "j 1 -- _. ,- PROPOSED SANITARY � u i m u w PVI S A: 11+o9.00 o PROPOSED VDOTSTD. CD-1 �.,, SEWER CROSSING m W PVI E EV: 392 43 O �'y�---- 1: 29.81 O PROPOSED 611x4" REDUCER 410 LV6 so5.00 w o 00 — 41 a o _-_--__ p _ o o �,,, m + 5 EXISTING GRADE (TYP.) ILn ry) �'!1 Q O ++ ya 4 un cn v 1.2' ! PROPOSED FIRE HYDRANT rn 1O rn �- w rl ! ASSEMBLY w/ 6"x6" TEE r+ m + M O z w �w zQ > I.;i> OQ 4'O5 _ w m > ~ — oq PROPOSED SANITARY SEWER 405 lJ W > w w z _ _ __ 3 5 MIN ____ _ __ 4 _._____ _ __.____SERVICE LATERAL CROSSINGS __t__ __ _- _- _ _ _ O � Ln V 0 z 3 PROPOSED STORM SEWER CROSSING 400 w i 400 Lr)��__ i _ --_ ____ __ _----_________._____. ROPOSED 6" CL. 52 DI WATERLINE __ LL j O z z� O Q 395 U w 1 1' PROPOSED STORM SEWER CROSSING 395 cl� Q w = ± 36A z 13' PROPOSED8"x6" REDUCER z. o0 0 2.000/ 390 I 1 PROPOSED FIRE HYDRANT t 390 ASSEMBLY w/ 8 x 6 TEE PROPOSED VDOT STD. CD-2 j PROPOSED 8"x8"TEE & (2) - 811 G.V. i PROPOSED STORM SEWER CROSSING g 1'4PROPOSED SANITARY g 3 5 _ _ - SEWER CROSSING -— --- --- _ _ ^.----_---___ 3 5 12A ROPOSED 8 CL. 52 DI WATERLINE PROPOSED STORM'SEWER CROSSING PROPOSED I2"x8"TEE, () - 12G.V., & (1) - 8 G.V. ago 380 I f Ol Ln l0 H Ln r� (� M Gn l0 N 00 r1' O N N N p N Lf1 j Io N N Cn 00 � 00 r ` N � O I� rO' Lll V) M 00 Ol 111 Lll (T N P ' M "o Pam` C71 O N M 't rt et ri rI rl N I� O N �-rl 00 ri -t l0 (T N "i �O i� O O O O O O H r. H H N O1 Ol 0) Q1 Ol O O O p ri H rl t-i N N N N M M M M M �- ry) - �. - .�- ° 3- �- `j- �. .t �. ,I 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 SABLEWOOD DRIVE (DESIGN SPEED=25 MPH) 16+50 17+00 17+50 18+oo 18+5o ASE VALVE k IBLY PVI STA: 23+01.34 PVI ELEV: 437-78 K: 2.50 LVC: io.00 LOW PT. STA: 23+01.34 / -So zowa 20+50 iz«oo 21+50 za.00 22a50 LACONIA LANE __l (DESIGN SPEED=25MPH) 23+00 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 zozo 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 WJL. 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. 23+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) CL- 1 inch = 50 ft. 3 3� z°Z3 H 0� SCOTT R. LINS Z U Lic. No. 035791,E .6 09/ 12/22 sIONAL Els ul s w O U z J z r can O Lu m o CL Q U cn UO z z zLLJ a 0 z O w w N 1 11 Q z H N U- 0 O r V ) W o ce > N N N N w CD O N N Q 0000 � I 0 CD � 00 m 0 0 L9C3� 7 C� M co lyN W O i-- � N� N t1� Q � Ln ^ Q W► w z J J — P-4 U. - u- o U) a ry W d. ~ � W �- r-I O z J — Cr C to W W OZS F- U — Q o U �- o0 0 w W elf s U w 0 ry 0 O O N w J F— t-.4 H Lu w w oC = JOB No. 182150 SCALE III 501 SHEET NO. 21 �t11►VA 5 50 395 3c MH-5 MH-4 �STA:3+48.55 STA:2+91.72 RIM:386.00 MH-6 RIM:381.007 , INV IN: 379.95 FROM MH-6 STA:4+61.10 390 INV IN: 374.2o FROM MH-5 i INV IN: 379.95 FROM MH-7 7RIM:389.00 39 0 ----- MH- 3 INV OUT: oo TO MH- 374� 3 l INV OUT: TO MH- 379.75 4 3 3. 5 - _----- _ - INV OUT: 8 0o TO MH- STA:1+93.21 RIM:382.00-) INV IN: 373.03 FROM MH 4 i INV OUT: 372.83 TO MH-2 i LOT 2 SEWER LATERAL TAP 385 J0385 MH-2 I EXISTING LOT 1 SEWER LATERAL TAP STA:o+65.23 I ; ' GRADE (TYP.) i LOT 3 SEWER LATERAL TAP RIM:377.00 PROPOSED INV IN: 1. 37 o FROM MH- 5 3 GRADE (TYP.) 38o INV OUT: 362.75 TO MH-1 380 / PROPOSED YARD OT 4 SEWER LATERAL TAP DRAIN CROSSINGS o �g"SDR-26 PVC \ of / (0 ao8.55 LF @a 2.81% 375 / °�ti ,,���� a' 375 / 1. 0' 1.011 � LOT 7 SEWER LATERAL TAP 8" SDR-26 PVC 370 / ii � 8 DIP 94.51 LF @a 1.030/0 370 / 123.99 LF @a 1.07% 4 MH-1 / LOT 5 SEWER LATERAL TAP ' STA: o+oo.00 LOT 6 SEWER LATERAL TAP j RIM: 36o.25� IN: 353• oo FROM MH-2 1 6o DIA. INTERNAL DROP EX. INV OUT: 351 94 MANHOLE REQUIRED � 365 / PROPOSED STORM SEWER CROSSING 360 1.8' I 360 1zXo i � : � 4 355 355 j ; TIE-IN TO EXISTING 20" DIP SANITARY SEWER WITH I ! I PROPOSED 6o" DIAMETER DOGHOUSE MANHOLE 350 ! 350 N O00 m l6 N . f m O 00 OLj� N Om N l0 00 iT or0 00 ^ ; �- v O Ln m N m m m 00 m 00 rn rn mm 00 00 m 0 0rn I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 MH-6 - MH-1 415 VERTICAL GRAPHIC SCALE 410 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. 405 i HORIZONTAL GRAPHIC SCALE 0 25 50 100 200 400 ( IN FEET ) 1 inch = 50 ft. I 395 i 390 1 385 _ LOT 1 SEWER LATERALTAP 38o 3+50 4+00 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. 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. EXISTING GRADE (TYP.) 400 00 1 400 rn 00 Ln 22 O O O = E- `' � � O 395 ` o N 395 ----- 0 M O O M_ O a1 00 00 - - 014 0 rn O m r�O �zZ O _< >z r+ o °�0 �cn� z»z °�o -- - Q _ � > 390 ; af z 390 PROPOSED GRADE (TYP.}J 385 I 385 PROPOSED 12 WATERLINE CROSSING 38o j r1.o' I 38o PROPOSED STORM SEWER CROSSING 8" SDR-26 PVC 1oA 67.99 LF @a o.56% 375 + 375 l0 j M Ln o0 0 rn l 0o m m 0+00 0+50 MH-38 -MH-71 I I 076 Y/ SCOTT R. LLINS Z O � U Lic. No. 035791,E 09/12/22 SI oNAL W 0 L7 z z o Q ul) W CL m o z v V) o Q z z 0Lu O CL � F- J "-' ry Q z LL 0 W cn o > Lu i� N N I N i N W Q O N 0\O O N N MH-15 435 STA:9+97.47 o 0 RIM:428.25 INV OUT: 416.67 TO MH-14 MH-14 MH-13 STA:8+70.73 / / I STA.7+6o.45 _ RIM-427.42 43 0 MH-11 i RIM:423.67 INV IN: 416.03 FROM MH-15 / STA:5+80.59 INV IN: 413.95 FROM MH-14 INV OUT: 415.83 TO MH-13 j O RIM:414.67 MH-12 INV OUT: 413.75 TO MH-12 INV IN: 404.2o FROM MH-12� STA:6+62.07 i` INV OUT TO MH 404.00 -10 RIM: 1 00 4 9 PROPOSED 4 425 __.___.___ __ __� _..____ [INV IN: 0 2o FROM MH-14+50 5+00 - � ----------� 4 9• 3 ---------------- __ _____ _ WATERLINE cv� MH-10 I INV OUT: 409.00 TO MH-1i CROSSING O STA:5+o8.02 I N RIM:410.83 LO1' T 24 SEWER LATERAL TAP C� INV IN: 401.2o FROM MH-11 j PROPOSED WATER SERVICE INV OUT: 401.00 TO MH-9A LATERAL CROSSINGS (TYP.) LOT 25 SEWER LATERAL TAP 420 Q- MH-gA --LOT 26 SEWER LATERAL TAP STA:4+23.78 8" DIP N �.j..� RIM:4o6.58 I p 122.74 LF @ 0.520/0 O INV IN: 396.53 FROM MH-101 % O INV OUT: 396CN .33 TO MH-9 � Zo6. 2$ LF 1 77 N 415 MH-g \Q o/o / LOT 23 SEWER LATERAL TAP Q STA:3+54.21 PROPOSED 06 �`62 / LOT 22 SEWER LATERAL TAP > < V) RIM:403.00 GRADE (TYP.) i ` �9v - _ LOT 21 SEWER LATERAL TAP w ui INV IN: 393.2o FROM MH-gA ! PROPOSED WATER SERVICE 9� - LOT 20 SEWER LATERAL TAP INV OUT: 393.00 TO MH-8 ' LATERAL CROSSINGS (TYP.) LOT 1 SEWER LATERAL TAP 410 J -- - 9 o)o LOT 18 SEWER LATERAL TAP LL \e (0. > 06 LOT 27 SEWER LATERAL TAP U) O LOT 17 SEWER LATERAL TAP W MH_g ��. LOT 16 SEWER LATERAL TAP ~ U- MH-5 �-- STA:o+oo.00 0 T� STA: o +o o . o o _ _ _- - -- -- _ - - ------ LOT 28 SEWER LATERAL TAP ---------- � 4 5 O RIM: 386.0o NVI.IN 5 80.0o FROM MH-16 � / � W INV IN: 379.95 FROM MH-6 3 7 � � EXISTING LOT 15 SEWER LATERAL TAP _ I INV IN: 385.45 FROM MH-9 � � �. INV IN: 379.95 FROM MH 7 , GRADE (TYP.) LOT 2g SEWER LATERAL TAP Q INV OUT: 379.75 TO MH-4 / _ _ INV OUT: 385.25 TO MH-7 oo $,,��P °a°/° T. w ul F 6(65 LOT 14 SEWER LATERAL TAP 400 >_ STA:3+51.33 00V ) RIM:390.93 LOT 13 SEWER LATERAL TAP ! Q INV IN. 380.87 FROM MH-38 I PROPOSED 6" WATERLINE CROSSING f L1..J I INV IN: 380.87 FROM MH-8 j LOT 12 SEWER LATERAL TAP INV OUT: 380.67 TO MH-5 ; 395 o z 0o\Q �� OT 11 SEWER LATERAL TAP U) Q ill PROPOSED DTORM i 655� SEWER CROSSING 4,6ui i Lu _J 33 LOT 10 SEWER LATERAL TAP ► 390 O.8 i F- LOT g SEWER LATERAL TAP U) i 385 W O Q 11' CD 1 i 1 38o O i N W 375 W w N H m u') m Ln �t O . l0 au m N m t� N O O N N 0 rM Ln N Ln Ln rn a Cn a) l0 Ol Ln O N 00 m 00 Ql Lr) N . l0 ri %D U1 N Ln r. o ri O O m �- LC, O ri ri ri Oi t0 J O L NO. m 0) O N p O 00 O al N O 0 O 0 C O N Ln 00 ri O e m � Ln rt w rq � N m °� m m �- m �- � �- � �- �- �- �- �- �- � �- "t 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 i" = 501 3, z,��-� MH Z M H SHEET NO. 5 5 22 PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) 8" SDR-26 PVC i 80.70 LF @a 0.89/o UTILITY DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. 450 445 440 435 430 425 420 MH-22 STA:8+45.27 RIM:445-50 IA1\/ t%I 1-r .-_ Trl RA" rKUrU�tU VVA I tK StKVILt LATERAL CROSSINGS (TYP.) MH-21 STA:7+53-44 - _ RIM:442-75 INV IN: 434-95 FROM MH-22� INV OUT: 434-75 TO MH-20 PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) / MH-20 STA 6 8 6 i r r- + 0.3 RIM:440.67 / LOT 77 SEWER LATERAL TAP INV IN: o FROM MH-21 4333 i oil INV OUT: 432.83 TO MH-19 i � j LOT 78 SEWER LATERAL TAP USED WATER SERVICE 44o AL CROSSINGS (TYP.) MH-19 STA:5+65.52 RIM:433-33 .25.53 FROM MH-20 T: 425.33 TO MH-18 T \-LOT 41 SEWER LATERAL TAP PROPOSED WATER SERVICE / LOT 69 SEWER LATERAL TAP LATERAL CROSSINGS (TYP.) LOT 40 SEWER LATERAL TAP LOT 68 SEWER LATERAL TAP MH-3.8 3.2 LOT 67 SEWER LATERAL TAP STA:3+84.32 QJC,I° LOT 39 SEWER LATERAL TAP RIM:418.17 �(0 �� LOT 66 SEWER LATERAL TAP INV IN: 410.37 FROM MH-19 Q� LOT 38 SEWER LATERAL TAP INV OUT: 410.17 TO MH-17 LOT 65 SEWER LATERAL TAP LOT 64 SEWER LATERAL TAP EXISTING GRADE (TYP.) _ - ' 3.9' OT 37 SEWER LATERAL TAP > MH-16 STA:0+73.16 RIM:398.67-I INV IN: 391.37 FROM MH-17 INV OUT: 391.17 TO MH-8 405 i __1 PROPOSED ROOF , DRAIN CROSSING LOT 63 SEWER LATERAL TAP LOT 36 SEWER LATERAL TAP PROPOSED WATER SERVICE -- LATERAL CROSSINGS (TYP.) LOT 62 SEWER LATERAL TAP 3.0" LOT 35 SEWER LATERAL TAP i LOT 61 SEWER LATERAL TAP MH-17 � �" I Q� y ° LOT 6o SEWER LATERAL TAP STA:2+ � o. __ tiCL' _ _ 4 54 �� RIM:4o6.33 INV IN: 398.7o FROM MH-18 INV OUT: 398.5o TO MH-16 --- -- --- -- - - PROPOSED ROOF PROPOSED WATER SERVICE DRAIN CROSSING MH-81 , LATERAL CRC STA:o+oo.00 / RIM:395.50 INV IN: 387.00 FROM MH-16� INV IN: 385.45 FROM MH-9 INV OUT: 385.25 TO MH-7 V �-LOT345EWERLATERALTAP � (;g ��� LOT 59 SEWER LATERAL TAP LOT 33 SEWER LATERAL TAP LOT 58 SEWER LATERAL TAP OT 57 SEWER LATERAL TAP L-LOT 32 SEWER LATERAL TAP OT 56 SEWER LATERAL TAP LOT3iSEWER LATERAL TAP L-LOT 55 SEWER LATERAL TAP OT-�oSEWERLATERALTAP 4.1' PVC LOT 45 SEWER LATERAL TAP R-2)"q::�L0% rnT7 OT 76 SEWER LATERAL TAP T 4 SEWER LATERAL TAP 4435 EWER LATERAL TAP WER LATERAL TAP 4ER LATERAL TAP LOT 73 SEWER LATERAL TAP OT 42 SEWER LATERAL TAP 430 _OT 72 SEWER LATERAL TAP 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 MH-22 - MH-8 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 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 "BACK FILLING". 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. 3�so��z�st.3 kR.LINS SCOTT �Z 0 L) Lic. No. 035791,E r600 09/12/22 �,4' �1�ksIONAL E� Ow j J i Z Q 0 CL m � Ln U � z(f) Z o O z W O U) ur) W Q � z H W ce w 0 U z ,--4 U) W 0 Q Z W H U) _J z U 0 U) z 0 H W N 1 N N N W o 0 N N Q 00 N 00 m 0 C) ul z j J 0 u C'7 c� C� N d' C� N O C3� N N Q W U) W O Q U W D U) W W oc U) W ry Q O O N W J I- w z W m JOB NO. 182150 SCALE ill _ ^Of SHEET NO. 23 46o MH-�FA INV IN: 424.E INV IN: 424.E INV OUT: 424 PROPOSE[ WATERL CROSS PROPC SEWE LOT 1 LAT �--EXISTING GRADE (TYP.) I EXISTING GRADE (TYP.) 435 _ 435 NN MH-32 / \ STA:1+34.6o / UTILITY DESIGN APPROVED UNDER SUB2021-00026' IB Zll I DDI HILL BLDCK 16/17 lZDjplk C11) PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. 430 RIM:419.33 / PROPOSED GRADE (TYP.} \ ! 430 INV IN: 411.95 FROM MH-33 / MH-33 - INV OUT: 11. 8 TO MH-2 MH-34 4 7 9 STA: �+17.50 R I M :423.83 STA:3+47.00 MH-29 INV IN: 412.62 FROM MH-34 RIM:425.25 5TA:o+oo.00 INV OUT: 412.42 TO MH-32 INV OUT: 413-33 TO MH-33 425 RIM:419.00 \ \ - 425 INV IN: 409.53 FROM MH-29A INV IN: 409.56 FROM MH-32 PROPOSED WATER SERVICE INV OUT: 409.33 TO MH-28 LATERAL CROSSINGS (TYP.) SEWER LATERAL TAP \J PROPOSED WATER 420 ( SERVICE LATERAL 420 CROSSINGS (TYP.) 3 ,VICE LOT 114 SEWER LATERAL TAP\\_L0T116 SEWER LATERAL TAP TYP.) PROPOSED STORM SEWER CROSSING 65 8" DIP 415 SEWER LATERAL TAP ; PROPOSED 811 DIP 60°1° 125.5o LF �a 0.57% LOT 117 SEWER LATERAL TAP 6" WATERLINE 3•I4' 78.90 LF �a o. i f I CROSSING 3'7" 1,6' OT i18 SEWER LATERAL TAP ER LATERAL TAP ATERALTAP 410 410 \TERAL TAP LOT 113 SEWER LATERAL TAP LOT 11g SEWER LATERAL TAP { TAP LOT 130 SEWER LATERAL TAP LOT 112 SEWER LATERAL TAP ! 8" SDR-26 PVC LOT 115 SEWER LATERAL TAP TAP o LOT 111 SEWER LATERAL TAP 405 130.6o LF �a 1.70 /° 405 0 m 0+00 0+50 Lt 1 OQ M L!i IN N M M N M N M �- 4 r 1+00 1+50 2+00 2+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 H- A - MH- O STA: M831 37 3 5 79 PROPOSED GRADE (TYP.) RIM:443.83 445 INV OUT: 431.83 TO MH-30445 MH-30 STA:3+34.13 RIM:438.92 INV IN: 424.87 FROM MH-31 44 INV IN: 424.87 FROM MH-35 I O 440 _.__ INV OUT: 424.67 TO MH-29A__---_-___-- MH-29A PROPOSED 12" WATERLINE CROSSING STA:2+24.90 I RIM:428.5o INV IN: 420.2o FROM MH-30� PROPOSED WATER SERVICE 435 INV OUT: 420.00 TO MH-29 I LATERAL CROSSINGS (TYP.) 435 EXISTING GRADE (TYP.) 6.2' PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) 430 ` \ Opp 6 % 4 0 $ \ ,C 1, MH-29 STA:1+14.93 RIM:419.00 I 425 INV IN: 409.53 FROM MH-29A / 1P % �_ 425 H-32 INV IN: 409.56 FROM M/ �' O?5 LOT 135 SEWER LATERAL TAP INV OUT. 409.33 TO MH-28 LOT 134 SEWER LATERAL TAP MH-28 / STA:o+oo.00 420 RIM:413.83 / _ _-- -___ _____ ___._ __ _._ �__a _ -__ __..__.- LOT 133 SEWER LATERAL TAP ____ __-_-__ ___._._. 420 INV IN: 400.8 FROM MH-2 -- INV OUT. 400.67 TO MH-27 LOT 110 SEWER LATERAL TAP 0 �Q LOT 132 SEWER LATERAL TAP 415 415 / yob / 1 410 LOT 131 SEWER LATERAL TAP 410 / LOT 130 SEWER LATERAL TAP i LOT 129 SEWER LATERAL TAP 405 ! ,�Zj0 405 LOT 128 SEWER LATERAL TAP F' LOT 12 SEWER LATERAL TAP "5� 7 400 Lj 400 00 0 y N N N M 111 H N 0 l0 t M c^n � r 0 a)�o ri 0 0 0 �o �t Ll1 00 l0 r� O" s lD r'I ri ` L6 N O N N rl rl 0 ri N rl N N N N M M M M M �' N It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00 4+50 5+00 MH-31 - MH-28 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. VERTICAL GRAPHIC SCALE 0 2.5 5 10 IN FEET I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 i ( IN FEET ) I inch = 50 ft. 420 1+ MH-28 MH-27 STA:4+66.26 STA:3+61.63 RIM:413.83 RIM:43-0.25 INV IN: 400.87 FROM MH-29 INV IN: 399.7o FROM MH-28 INV OUT: 400.67 TO MH-27 3+00 3+50 _. INV OUT: 399.5o TO M H-26 _ LOT 122 SEWER LATERAL TAP 415 MH-26 PROPOSED STORM STA: +o 3 7 57 SEWER CROSSING RIM:4o8.00 I 410 4 INV IN: 399.2o FROM MH-277 INV OUT: 399.00 TO MH-25A PROPOSED 4" WATERLINE CROSSING LOT 12o SEWER LATERAL TAP i 405 PROPOSED GRADE (TYP.) 61 5.8 MH-25A STA:2+36.33 / 00 4 RIM:394.33 INV IN: 389.67 FROM MH-26 ,� 8"" DIP INV OUT: 379.42 TO MH-25 / 100.63 LF ° 96% LO i LOT / LOT 124 SEWER LATERAL TAP 395 / LOT 121 SEWER LATERAL TAP 1.4 �" EXISTING GRADE (TYP.) / 3.5 8 DIP ° / M N. 58A 50.o6 LF @a. o.6o% G PROPOSED STORM 390 SEWER CROSSING / LOT 123 SEWER LATERAL TAP MH-25 STA:1+91.38 8" DIP RIM:377.50 67.24 LF @ 13.88% 385 INV IN: 373.03 FROM MH-2SA INV OUT: 372.83 TO MH-24A.__ MH-24A / 6o" DIA. INTERNAL DROP STA:1+14.90 MANHOLE REQUIRED RIM:376.00 / 38o INV IN: 366.2o FROM MH-25 _ I ! INV OUT: 366.00 TO MH-24, / oho 375 cb MH-24 / Gov STA:0+17.91 / 00, RIM:363.00 / INV IN: 356.95 FROM MH-24A WATERTIGHT FRAME INV OUT: 356.75 TO MH-23 & LID REQUIRED p�Q M H 2 3 STA:o+oo.00 / N� RIM:3 61.00 `b � INV IN: 356.00 FROM MH-24 EX. INV 0UT: 354-761 WATERTIGHT FRAME & LID REQUIRED �/ 3I5, PROPOSED SWM OUTFALL FR A I I n R Al I I I I I I I I I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 20 200 L�H 0 O SCOTT R. LLINS'Z U Lic. No. 035791,E 0 09/12/22 sIONAL El z w 0 U z J Ln z LO w m Q U to U) z z z LLJ 00 U-1 LLJ V) w Q z oc z w w 0 cn W o ce > N N [V N w N N <C 0000 N 0 O T--i 00 rn 0 0 405 I� LOT 128 SEWER LATERAL TAP � cyi LOT 127 SEWER LATERAL TAP CT) L 400 � M i SEWER LATERAL TAP � WER LATERAL TAP N W _ 395 � ~ w N � W Qom, 390 J zLLJ LL 0 385 � I� CL MW L9 � w 380 z = l0 w U � � W � Y � Q 37s � U 0 Z ul V) U) < �370 Lli % W J E- H C/) _ 365 � w u O J a 0 360 (D O O O Lu 355 3 3� z3Lu W 0 lu') JOB NO. i 350 182150 SCALE rq 1�� Sol SHEET NO. 24. 4+So DRAINAGE DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. 5 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. 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. 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 "BACK FILLING". VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. 0 HORIZONTAL GRAPHIC SCALE v m m m m 50 0 25 50 100 200 N " N --- STR:24B VDOT STD. MH o O 0 O 0 �- --- TP=440.67 Ln �- rn ( IN FEET ) INV IN: 435 0o TO 26 0 rn 0 Ln 1 inch = 50 ft. !NV OUT: 433.67 TO 24 > N rn m • • �� > N rn N m STR:2� VDOT STD. MH z O 0 440 I 435 430 J_ m M PROPOSED GRADE (TYP.) ' 0 00 0O 425 i ° - I - m O i STR:18 VDOT STD. DI-36 (L=1o') 0> m m m r- TP=418.33 m _ ft INV IN: 409.5o TO 18B 'I z 0 _ 11 INV OUT: 406.5o TO 16 z z Ln 420 0 - - 6" WATERLINE - CROSSING m rn 0 00�D0 1 O O 0 415 Ln / N ro 00 N EXISTING GRADE (TYP.) o N o °o °�' - 30" RCP o 00 PROPOSED1.1' 284-77 LF @ 1.32 /o + � z z O 12'' WATERLINE + CROSSING 410 L �zzz ,--- I STR:12B VDOT STD. DI-3C (L=8') TP=391.33 INV IN: 385.58 TO 14 30" RCP INV IN: 387.25 TO YD-1 � i 39.67 LF Oa 1.26% 405 INV OUT: 383.0o TO 12 I ' I o,1 RCP STR:12 VDOT STD. DI-3B (L=1o') - ` � LF 1.26% TP=391.25 STR:14 VDOT STD. DI 3B (L_ Zo') 243.67 INV IN: 382.68 TO 12B TP=395.25 Opp INV OUT: 382.58 TO ZoB _ INV IN: 390.25 TO 16 _.�_._________----_ __ _-_--___-- ___-_ -__ ___._ _ INV IN: 387.83 TO 14B STR:1oB VDOT STD. MH INV OUT: 386.00 TO 12B i � TP=388.67 INV IN: 382.33 TO 12 INV OUT: 377.25 TO 1o' 395 --- ----- ----- - -- - - _- 0 oe co co 1 o 390 �/ o � ; O CP -- ! - - -- --- ! - - ! ul)ry) 3 N - i 161 92 LF 1 �4% 0 �� / / o ,� '�'� 00 PROPOSED roz 0 8" WATERLINE , Ln Z f-- > > CROSSING 1.3 385 / 00 Z - _j -- j °° m I / m / 0 0 000 30" RCP / 0 0 ~ I 37.14 LF @a 1.13% i 0 Ln F- N �' C/1 38O ! ( �-- m 0 � 1.0' - >; Ln ~rn"RCPSTR:6B VDOT STD. MH O rn 3 >N� 32.79 LF Oo.98%TP=373 oo -_ INV IN: 364.00 TO 8 00 m Z z 0 3 INV OUT: 36o.5o TO 6 �-- z z z 30" RCP o _ _ 26.61 LF Oa 0. 94/o i o" RCP 375 I - ' 6.23 LF 1.09% - --- - - PROPOSED SANITARY I ' TH 0� O SCOTT R. LINS U Lic. No. 035791,E `0 09/12/22 Z SJ I ONAL EEO w w _z C.� z w z J J 0 U 0 445 z TP=440.58 ,) zz zz > ~ z INV IN: 433.25 TO 24B INV OUT: 431.58 TO 22 STR:22 VDOT STD. DI-3B (L=6') / 100 TP=437.67 / / 440 m INV IN: 431.17 TO 24 PROPOSED / - r.,,., r m m INV OUT. 425.42 TO 20 8 WATERLINE PROPOSED C) ,0 0 N N N O CROSSING ti.2 12" WATERLINE o °°0 CROSSING o 1.5 435 > ;• N N 00 �1 j / 15" RCP 0 z z O 39.69 LF Oa 1.00% ul) >>> I- Z Z Z / 15 RCP I 35-73 LF @a 1.18% 430 / 15" RCP / 35.o1 LF Oa 1.20% 3o" RCP I 38.72 LF @a 1.o6% 425 o�� RCP 1 LF I 0 15.24 , 420 405 i 400 385 I 38oJ 3� J SEWER CROSSING i STR:6 VDOT STD. MH STR-26B - SWM'B i i 370 TP=365.o0 - I -_ -- ----- - _ -- - -: -- - -- __ I - I 370 INV IN: 359.42 TO 6B INV IN: 362.00 TO YD-6 i INV OUT: 357.00 TO 30,. RCP 6 90.21 LF � 1.11% 3 5 365 PROPOSED VDOT STD. EW-1 i 36" RCP 360 i 18.75 LF Oa 1.33% i ' 360 Ul 3 6" RCP INV. 0UT=356.17 TO I 1.20% I LF C 89 73 SWM BASIN B 36" RCP 355 46.41 LF Oa 1.79% ! 355 N N ri M O 0 0Q N a) 00 t\ ry) ri � 01 0 O 00 O 00 r) O N ri ci � ri 00 00 O f� O � r 1 00 U) a) � � m � N N 1p � kp lD N O ^ Q1 N �, 01 Lt 1 �. 00 l0 � i� N � O N � e•I � O l0 �p N N 00 ^ N .fi 't O � � i� _t lD lD O l0 00 M LP1 lD Ql � r-I 00 �p r" L!1 N ri � M 00 M 1p i\ 00 M O Ol N N m Ol ei r\ O Li) O 01 O O ri ri �. m ri l0 LA ri �. � m ri 00 00 m 01 r' H rl O O N N 00 N Li) � N 00 O N N M N M O I'� � m m�- O m � r i `� .t N m rn m m m m m m m m �- �- .t .t ri ri - .t .t 4 .t gym, �- i �� 't �t w o U 0 N Q 4.1 Lf) 3 o LU Flo 0- ULLJ Q a� cn z�z z 0 o F_ JM4cn U)(n 3 W Q z .L_ LL w 0 i O `n 0 o W z O U L Lf > 0 W U L O v 0 N N O N rV c O O w N N <Z 0\0 N rn 0 0 0 0 a� E 0 c 4.1 (`M ZCyi a) _w a� z N o D 3 d- 0 V 0 0_ O �'� 0 N C� a� 14- > 0 0 L z Llr) -j o H W _J -0 > _ 0 U ° -- W 0 ° Q CY L9 a� J o 0;6 01-00 W 3 Q Z � � U U � W ^ 0 VJQ) W L� O �- U O 0 QE J V a �- z 11J W w W _! w z z z U) z = z J J o W O 0 41 Q 0 Q Q CL V > o O 0 x N 0 a� w ° U ~ 0 Lu w E w :3 = o JOB NO. 182150 U O Cn SCALE ° 11s - Sol 0 ° c 0 SHEET NO. a 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+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 25 3 3� 2r�3 DRAINAGE DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. 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. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21.A 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. 0 I I J m m N rn 0 Ln rn 400 E- n of p N 400 o °, 0o r, STR:32 VDOT STD. DI-3B (L=6') p _ rn 0 o Ln "'� TP=395-50 c~n 00 lrn z 0 INV IN: 384.85 TO 32B z z INV IN: 389.17 TO 34 0 00 - INV OUT: 384.75 TO 30 m °) 395 i N M I 395 rn PROPOSED IM O i GRADE (TYP.) L z PROPOSED 6" WATERLINE 390 CROSSING I 390 � 4.3PROPOSED 4 WATERLINE-,., / \ CROSSING / � I 8 3 5 ---------- - - I' ( 385 15II RCP 146.31 LF �a o.50% 24" RCP 3 8o 32.91 LF @a 1.28% 3 80 � V 24" RCP EXISTING GRADE (TYP.) \ 37.82 LF @a 1.32% \ \ 7 3 5 375 TIE-IN TO UNDERGROUND i DETENTION FACILITY'B' INV.=379.25 370 370 o rn r� N 00 Ln 00 00 rn `� m M 00 m rn `t 00 M rn N n Cn rn 0+00 0+50 1+00 1+50 2+00 STR-32B - SWM'B' 430 425 420 -- 415 410 405 400 395 390 390 EXISTING GRADE (TYP.) 385 ---385 N I I J 38o m rm _L 38o VDOT STD. DI-313 (L=8') O ~rn TP=372-33 M i- INV IN: 367.33 TO 10 0 INV IN: 365.00 TO 8B > M INV OUT: 364.25 TO 6B cq 375 L °- z 370--- 370 PROPOSED GRADE (TYP.) i I PROPOSED 12" WATERLINE 1.0' CROSSING 365 365 J 65" RCP 39-72 LF @a o.83% 36o 36o � M N Co M rn 0+00 0+50 STR-8B - STR-81 0 rl 405 405 m M EXISTING GRADE (TYP.) o 0 O STR:14 VDOT STD. DI-3B (L=1o')- _, 00 M 00 00 4-- TP=395 25 '� M� -- INV IN: 390.25 TO 16 m INV IN: 387.83 TO 14B m 0 INV OUT: 386.00 TO 12B 1 > ul z , 395 _ 395- ; PROPOSED PROPOSED GRADE (TYP.)I VCROSSING 12" WATERLINE 390 i L15" RCP 385 39.68 LF Ca 1.26% 385 oqr N O O 01 0+00 0+50 STR-14B -STR-141 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. STR:44 VDOT STD. DI-313 (L=14') TP=423.67 o INV IN: 417.00 TO 44B INV OUT: 415.5o TO 42 i m M p STR:44B VDOT STD. DI-313 (L=16') �0 TP=424.00 o I o INV OUT: 417.5o TO 44 J -_ 0 rn N� 425 -. 1 Co > � I I M o o 00,� N �. � �- z p PROPOSED N o I- �O �- CL z z PROPOSED WATER 4 WATERLINE O 00 SERVICE CROSSINGS CROSSING o �-o 0 4 Z o -! - -- -- --_ _ --- - - _ - O IS I I 0 0 l0 > o ° 0 1.1 m zZo 0 o M 0 o !Y II > > ; �zzz Z�zl 15" RCP o Ln O_ ,, 1.1 33.21 LF 1.51%Lr)=5 u O 0.6' m oo rl rn _ PROPOSED SANITARY SEWER rin 00 0 z SERVICE LATERAL CROSSING 0 00 M PROPOSED 0 , PROPOSED WATER 1.4'� o `'' �'� 0 GRADE (TYP.) z_ z SERVICE CROSSINGS ,- ! ROPOSED 6" WATERLINE CROSSING _ _--- -__-- ;- O ° ~rn o N - -_ -- 0.8 --_ _ L 410 I '-- - _ �,,� 1.0, / \ -15" RCP n, o > � � � w �� EXISTING -� - I 1oo.59 LF @ 2.81% rn0 o GRADE (TYP.) --- - _ 1.2 m r''' o �-- ��� o o nn'.zz0 a. > > > 2 1'' '-`--- PROPOSED SANITARY SEWER p� m M N O morn N Q, �, rr, v)�zzz-� , _ SERVICE LATERAL CROSSINGS 405 F- 1 0 1.1 Ln �- � �- M .. mzzO 15 R C P 0 � mrn °O 00 vl }-zzz > "' --- -- --_ PROPOSED WATER m z z p 2.19 SERVICE CROSSINGS 400 �CL>>>_f' Ln �- z z z 1 .1 , - - -- --- - --... --- j-- I - - - 1.6' 15" RCP I / 97.2o LF @a 3.00% i , RCP PROPOSED WATER , PROPOSED 1549 % 5 2 SERVICE CROSSINGS 395 I 6" WATERLINE-3 CROSSING134 1.2' 39 0 i � i I 390 mv=nzzvl �0!15" RCP _ i 54.41 LF @a 2.76% f PROPOSED SANITARY I g 35 SEWER CROSSING 1 I I i I 5 - - a 24" RCP 75.13 LF @a 1.33% 38o ; I 180 I I I rl O L11 00 l0 �p 1� O 00 � �• rl M fV rl h O lD O CoI`� M 01 fY1 �i• M N lC a) �p 00 M 01 ri O O O Ol M Lf1 m 00 Cn M r� I� a) O _zt CO N O efi r♦ ko O O �t 0 O l0 O .t O � m O ° 00 O � N r„ q O ri -t O rl -t 1� r•1 rl ri 01 ri M rl M N rn rn m _t 't It 't 't I 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 STR-446 - STR-321 TIE-IN TO STRU( WITH THE PHASE ROAD PL STR:16 VDOT STD. DI-313 (L=1o') EXISTING GRADE (TYP.) TP=4o8.42 INV IN: 403.42 TO 18 STR:16B VDOT STD. DI-313 (L=1o') INV IN: 400.83 TO 16B TP-4o8.42 INV OUT: 392.25 TO 14 INV OUT: 401.33 TO 16 20 410 410 PROPOSED 12" WATERLINE CROSSING 405 405 PROPOSED GRADE (TYP. i 200 i 1.2' i i 400 1 400 15" RCP 39.7o LF @a 1.26% 395 395 390 ! 1 390 O r� a,o 0+00 0+50 STR-16B - STR-3.61 '5 3' EXISTING GRADE (TYP. i� / 370 4,_\ ell O rl o J i .--I 00 Co i / -- m M 1 365 _II, / Co w o Co / p m0 0 O rn / O ° rr I m o �-- 0 Co X �- Lr)6 Lr M F- X w / O M O M > 1 w0 / > �mE- Co r, � 36o - 0 t O F- ° -- M z O II 0 C; > o Ln' PROPOSED z z ul z w � °, 0� GRADE (TYP.) - - 00 rn t ' m U') �' Z 0 rn M- O w � z z z I-- x>xx _ cn Wzww PROPOSED 1.2' 12" WATERLINE 350 CROSSING TURE PROPOSED z POLO GROUNDS-!' RCP 370 1 365 1 36o I 355 PROPOSED 12" WATERLINE CROSSING 1 350 33 AN (SUB-2017-117) �5 3 15 RCP 1ti1.35�' 40.24 LF @a 0.57% 345 i ; 345 u� Ntt O ? m r__ L�rn M M M rn rn rn�� M 0+00 0+50 1+00 1+50 STR-4B - EX-STR-B8 I I STR:20 VDOT STD. DI-313 (L=8') TP=428.42 INV IN: 421.00 TO 20B STR:20B VDOT STD. DI-313 (L=12') INV IN: 423.42 TO 22 TP=428.67 INV OUT: 417.o8 TO 1813 INV OUT: 421.42 TO 20 430 430 / EXISTING GRADE (TYP.) PROPOSED GRADE (TYP.) 425 ' / 425 i � PROPOSED 1.3; 12" WATERLINE g CROSSING I i 420 I / i 420 15" RCP f 39.96 LF @a 1.o5% 415 i 1 1 415 00 rq STR-2oB - STR-20 3/2� H 0F1 eo O SCOTT R. LLINS'Z, ,U Lic. No. 035791,E 09/12/22 SIONAL E� i 0 U J z I Q V) z LI m VJ U Q � z z z pCL g 0 o uJ H U > W J J Q � z z z H � o� cn W o ce w N N i fV N W O O N N Q 0000C:) N 00C) CD 0 i 415 STR:48 VDOT STD. DI-313 (L=ao') TP=4o5.50 INV IN: 401.75 TO ROOF2 INV IN: 398.67 TO 48B INV IN. 400.o8 TO So INV OUT: 395.5o TO 46 405 -- PROPOSED 8" WATERLINE CROSSING 400 XISTING GRADE (TYP) 415 STR:48B VDOT STD. DI-313 (L=ao') TP=4o6.00 FINV IN: 402.00 TO YD-3 INV OUT: 399.00 TO 48 i 405 i PROPOSED GRADE (TYP.) 1.0' I I 400 1 La5"RCP 33-58 LF �;a o.98% 395 Ln V) ri ' I I 0+00 0+50 STR- 86 -STR- 8 4 4 410 410 EXISTING GRADE (TYP.) STR:46 VDOT STD. DI-313 (L=8') 405 TP=398.75 INV IN: 391.75 TO 46B STR:46B VDOT STD. DI-3C (L=6') INV IN: 394.33 TO ROOF1 TP=398.75 INV IN: 392.25 TO 48 INV IN: 394.00 TO YD-2 INV OUT: 390.42 TO 34 INV OUT: 392.o8 TO 46 400 400 395 �-PROPOSED GRADE (TYP.) 395 PROPOSED ; 1.0' 8" WATERLINE CROSSING 39 0 I 0 39 a5"RCP 32.7o LF a.ol% 385 385 rn kD O O 0+00 0+50 STR-46B - STR-46 430 430 420 EXISTING GRADE (TYP.) STR:5o VDOT STD. DI-313 (L=io') TP=417.83 425 !NV IN: 414.00 TO ROOF4 i INV IN: 413.58 TO 52 i' STR:5oB VDOT STD. DI-313 (L=12') INV IN: 410.83 TO 5oB / / TP=417.83 !NV OUT: 403.58 TO 48 INV IN: 413.83 TO ROOFS INV OUT: 411.25 TO 50 420 420 415 PROPOSED 8" WATERLINE - CROSSING 410 PROPOSED GRADE (TYP.) �S � 3 410 15" RCP 32.67 LF @a 1.29% 405 1 11 405 ri �- H O+00 O+So STR-SoB - STR-So F SE 395 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET 20 445 I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-a 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-a AS 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 21.A 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: a. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF a' 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-313 (L=ao') PROPOSED GRADE (TYP.) TP=4a3.00 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 -O ri _ M 00 m Ln 0 �0 o `D N 0 0 0� o 0+00 o+so STR-6oB - STR-6o 410 PROPOSED 1.2 6" WATERLINE CROSSING 405 400 410 -EXISTING GRADE (TYP.) a5" RCP 32.96 LF @a a.5a% I � � Q1 06 O o+00 0+50 STR- oB -STR- o 4 4 420 405 400 TP=397-42 / INV IN: 389.7S TO 46' INV IN: 391.00 TO 36 INV OUT: 390.17 TO 32' INV OUT: 390.42 TO 34 PROPOSED WATER 395 SERVICE CROSSINGS 1.8o.6" PROPOSED SANITARY SEWER 15" RCP 2o�a SERVICE LATERAL CROSSING o•f,2LF �-5 3 B VDOT STD. =a2H STR: 54 DI- B ' L ) 3 ( TP=440.92 r O INV IN: 435.83 TO ROOFS STR: VDOT STD. DI- B L=a2' INV OUT: 434.17 TO 54 I 54 3 ( ) � SCOTT TP=440.83 C� Lic. No. 035791,E INV IN: 435.92 TO ROOF8 INV IN: 433.83 TO 54B 09/12/22 INV OUT: 429.25 TO 52 0�'� SSIONAL S _ 440 PROPOSED 8" WATERLINE / CROSSING i a,1 435 15" RCP 32.78 LF @a a.oS% PROPOSED SANITARY SEWER 1 SERVICE LATERAL CROSSINGS 430 VER NG 15� RLP 69% ,.ro i. Lo a PROPOSED �,, I �� DRAINAGE DESIGN APPROVED UNDER' SUB2021-00026 CROSSING a�F ��,z� 390 ' � __� i53� I BROOKHILL BLOCK 16/ 7 ROAD.. PLANS. 385 41O FEXISTING GRADE (TYP.) 410 i DI- B ' L STR: 6B VDOT STD. =ao 3 3 ( ) TP=4oa.00 STR:36 VDOT STD. DI-3B (L=ao') INV OUT: 394.25 TO 36 TP=400.6T 405 INV IN: 395-33 TO 38 INV IN: 394.00 TO 36B! / INV OUT: 392.5o TO 34', / 400 400 1 PROPOSED GRADE (TYP.) PROPOSED 6" WATERLINE 395 CROSSING �1.o' 395 ' La5" RCP 390 33.13 LF @a 0.7S% 390 O O O 0+00 0+50 3 STR-6B - STR 1 -61 PLANS SHEE PROVIDED WITH THIS SITE P1 AN FOR 3 I � i Li � 24" RCP � 59.02LF@a 1.14% INFORMATIONAL PuRPOSIES ONLY. 1 l01 a) ! 01 iD 01 `-I lND Lr) N r' N O ! lri D c-i Ll' O M I� M O N M O O O 01 ri mot' QO N l0 N O Li) N 01 M M h O �. O _ m O O O e�i N N N rn M mot' mot' 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 STR 54B - STR-34 EXISTING GRADE (TYP.) 430 430 440 440 `D STR:52B VDOT STD. DI-3B (L=12') v STR:64B VDOT STD. DI-3B (L=a4') EXISTING GRADE (TYP.) TP=430.00 �' N TP-418.42 INV IN: 426.00 TO ROOF? INV OUT:23 0o TO 2 425 425 0 - �- k.D p INV IN: 4aa.3S TO 64D �O �f-- 425 INV OUT: TO 64 STR:52 VDOT STD. DI-3 B (L=ao') 4 5 435 �, O 4aa.25 TP=429.75 -- p Ln Ln o STR:64D VDOT STD. DI-313 (L=a2') INV IN: 425.83 TO ROOF6 o ° TP= a8. 2 4 4 INV IN: 423.0o TO 54 > N ��- .. INV OUT: 411.67 TO 64B z z INV IN: 22.6 TO 2B 4 7 5 r p INV OUT: 415.83 TO 50 420 - �� > > > 420 a- z z z - - --- 430 430 _ _ -- PROPOSED PROPOSED PROPOSED GRADE (TYP.) 8" WATERLINE CROSSING 415 6" WATERLINE PROPOSED 415 ,____ _ -_ CROSSING GRADE (TYP.) -- 425 425 PROPOSED WATER , f1 2 SERVICE CROSSING 2 1' Z.a' 15" RCP 4 10 4 10 "RCP 420 i o 32.77 LF @a 1.00% 420 15 -' 32.7o LF @a o.98% 15" RCP 0 46.14 LF @a s.o8% 'll 4 5 405 415 415 r o 0 Lr) 0+00 0+50 1+00 o+oo 0+50 1 STR-64D -STR-64 STR-52B _ STR_52 425 420 415 410 405 400 395 385 425 TP=4i4.58 INV IN: 4o8.i7T0 64 42p INV IN: 4o7.67T0 6z6 INV OUT: ro7.5o TO 60 STR:6z6 VDOT STD. DI-36 (L TP=4i4.5o � INV OUT: go8.00 TO 6z PROPOSED GRADE (TYP.) 4io iEXISTING GRADE {TY i5"RCP 3i.6g LF Qa i.oi% 4p5 STR:62 VDOT STD. DI-3B (L=8') TP=414.58 INV IN: 4o8.a7 TO 64 420 INV IN: 407.67 TO 62B INV 407.5o TO 60 STR:62B VDOT STD. DI-3B (L TP=414.50 � INV OUT: 408.0o TO 62 PROPOSED GRADE (TYP.) 4io EXISTING GRADE (TY a5" RCP 32.69 LF �a a.oa% 405 00 rl rl 4zo 4'�5 PROPOSED 6" WATERLINE CROSSING 41O 405 i w 0 QD z O can w m 0 Q z U o!5 � z z 0Lu O w I- � > "J � -J z J z r -i H LLLL- 0 > W Cn �o I1­4 ILo w j i N N a R w N N CD < 0 N 00 o N N •-i ', I 00 0)0 0' V N N lij W a V ) W 0 �1 Q U W 0+00 o+5a fL t STR-62B - STR-62 3/�,�� 455 450 445 440 435 430 425 1420 EXISTING GRADE (TYP.) / N M LL 0 000 / ��0 00 v~i 0 ~ J m 00 u STR:78 VDOT STD. DI-3B (L=12') o � rn o �� o m� 0 TP=440.42 m u, r� o p p o O INV IN: 435.42 TO ROOF12 00 �- � D v� o E- O �O p p o INV IN: 433-35 TO 78B � 11 0 o °O N `n 0 ~ �- `f' INV OUT: 2 TO 6 c~n z z CL 0� � � � � ~O _ �� � U-) � 433 � 5 7 - — > .fi-t�_ 0 a)M0 > > > ►� z z z p PROPOSED L,-, z z z a > > > > GRADE (TYP.) U.)f-- Z Z Z z - - ---- j PROPOSED 8" WATERLINE CROSSING PROPOSED 8" WATERLINE CROSSING PROPOSED WATER SERVICE CROSSINGS 1.2' 2.5 18" RCP 53-33 LF @a 0.94% 1.9,1 1.6' RCP �o z .8' 145-1-3 L15" RCP 32.8o LF �id 1.22% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS lD -t O 00 O m M M rn It It � t- � - : � _; 0 . Nit 0+00 0+5o 1+00 1+50 2+00 2+50 STR-78B - STR-70 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. 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 "BACK FILLING". 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. 00 if J EXISTING GRADE (TYP.) m �+ rn H 1 1 445 0 o "D 445 o r"0 STR:76 VDOT STD. DI-3C (L=8') - p TP=436.67 O ~ o INV IN: 429.6o TO 76B 0 rn INV IN: 431.67 TO YD-4 m `O rn INV I N : 430.25 TO 78 n, 440 INV OUT: 429.5o TO 70 — j-_-.-- CL Ln�--zz 435 PROPOSED 8" WATERLINE CROSSING 430 435 R�OPOSED GRADE (TYP.) 15" RCP 33.58 LF @a 1.19% 430 425 425 0+00 0+50 STR-76B - STR-761 I I 455 450 445 440 1 435 430 425 420 1 .-. .-. O O J = J m 00N M `O M 00 ' o Lo 0 00N 0 p U) VERTICAL GRAPHIC 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+5o 7+00 7+50 8+oo 8+5o 9+00 5 0 2.5 5 10 20 STR-74B - UNDERGROUND DETENTION FACILITY'A' ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. DRAINAGE DESIGN APPROVED UNDER SUB2021-00026 BROOKHILL BLOCK 16/17 ROAD PLANS. PLANS SHEET PROVIDED WITH THIS SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. CL 3/v/ZA3 1 ,TH OF � o r�� O SCOTT R. LLINS'Z U Lic. No. 035791,E ~0�0 09/ 12/22 C� Al s is 0 �� l N A L _ F CL Co 01-1 cn z oCL ow > J w Q � z U- L z w 0 U z L w ! 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'�'"•,.,. ;,``""., _--,`- ,: _- ,' _. \., .,, I- ,,,` \.\ ` ,_ _ -\, ^' •x, --.,>` ; - ,, `�,. i / , ! i l 1 ; I i �f,\. \ . l f'. ... `}... ,� O r-�-�.,S,X�,_ -- ` � '"` �. "'_•.. _ '^'^�.' •.'�`"„ -"_, ``� , \ '\, \ . I, ;'.'rr:✓' / \ \ ti, "\._ ' i i I t ' f + I i1 11 ~ y j t i I ��� •.yt \ �. ' r \ ;\- 1111"/ 'I - r ` -. e:___: "'^••„y0�,,. �•..� ,-., �..,�. ,.� , ,,\ `"y„ .,�`, �•,,,., •!'/r //r�✓r'' �\ ,`, ''1 � I I I ! it t l ` , I } \ 1 o y -, ,, o 0 \ \ ,s � 4 ��� \ ✓ / I O , % i 1 y' �, y A k A v1:7-y 'v v `„ 11 1 { i r r J( i I �r " 1r � "n =. a` i / -� � � ,t \ \ \ � �, \ ( \ , '.. � !/ 1 i I i \ �,\\ a `S-•,•,�,.� ""r'�,,,._._,., `a.-,,�, -..,,,,,. .��� `• �_ "\ �,, � ` \ 0 \. \` % ' ti \ \., r \ a. - j/ \ \ \ I 11 i 4 O YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION IN LET INFORMATION STIR. NO. DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION YD-1L 12in Yard Inlet 4 1.00 12 67.75 3.32% 448.00 445.75 HDPE YD-1K 12in Yard Inlet 449.75 12 81.50 4.60% 445.75 442.00 HDPE YD-1J 12in Yard Inlet 446.00 12 58.50 5.13% 442.00 439.00 HDPE YD-11 12in Yard Inlet 443.00 12 67.75 5.17% 439.00 435.50 HDPE YD-1 H 12in Yard Inlet 439.50 12 117.00 4.70% 435.50 430.00 HDPE YD-1G 12in Yard Inlet 434.00 12 73.25 7.74% 430.00 424.33 HDPE YD-1 F 12in Yard Inlet 428.33 12 72.50 7.35% 424.33 419.00 HDPE YD-1 E 12in Yard Inlet 423.00 12 63.00 6.35% 419.00 415.00 HDPE YD-1 D 12in Yard Inlet 419.00 12 76.75 9.12% 415.00 408.00 HDPE YD-1C 12in Yard Inlet 412.00 12 70.33 6.04% 408.00 403.75 HDPE YD-16 12in Yard Inlet 407.75 12 78.75 6.670i 403.75 398,50 HDPE YD-1A 12in Yard Inlet 402.50 12 84.75 5.31% 398.50 394.00 HDPE YD-1 12in Yard Inlet 399.00 12 53.25 12.68% 394.00 387.25 HDPE YD-2 18in Yard Inlet 39$.25 12 16.33 1, 53% 394.25 394.00 HDPE YD-3F 18in Yard Inlet 430.00 12 85.50 3.51% 427.00 424.00 HDPE YD-3E 12in Yard Inlet 428.00 12 70.50 5.67% 424.00 420.00 HDPE YD-3D 12in Yard Inlet 424.00 12 78. 00 10.26% 420.00 4 . -. - - I HDPE YD-3C 12in Yard Inlet 416.00 12 72.75 5.5070 412.00 408.00 I HDPE YD-313 12in Yard Inlet 412.00 12 65.00 3.1 408.00 406.00 HDPE Y D-3A 12in Yard Inlet 410.00 12 98.50 2.03% 406.00 404.00 HDPE YD-3 in Cleanout 408.00 12 23.50 8.51% 404.00 1 402.00 HDPE YD-4G 12in Yard Inlet 449.00 12 88.50 4.52% 445.00 441.00 HDPE YD-4F 12in Yard Inlet 445.00 12 77.25 4.53% 441.00 437.50 HDPE YD-4E 12in Yard Inlet 441.50 12 54,00 2.78% 437.50 436.00 HDPE YD 4D 12in Yard Inlet 440.00 12 77.75 0.42% 436.00 435.67 HDPE YD-4C 12in Yard Inlet 438.67 12 20.50 1.66% 435.67 435.33 HDPE YD-413 12in Cleanout 442.00 12 47,75 2.79% 436.33 , 435.00 HDPE YD-4A 12in Cleanout 440.00 12 13.75 7.27% 435.00 434.00 HDPE YD-4 12in Cleanout 440.00 12 19.50 11.95% 434.00 431.— HDPE YD-5E 18in Yard Inlet 426.00 12 94.75 1.06% 423.00 422.00 HDPE YD-5D 12in Yard Inlet 426.00 12 70.83 1.41% 422.00 421.00 HDPE YD-5C 12in Cleanout 426.00 12 60.50 3.59% 421.00 418.83 HDPE YD-58 12in Cleanout 424.00 12 63.50 3.28% 418.83 416.75 HDPE YD-5A I 12in Cleanout 422.00 12 45.00 1.11% 416.75 416.25 HDPE YD-5 12in Yard Inlet 420.67 12 61.75 2.83% 416.25 414.50 HDPE YD-5F 12in Yard Inlet 420.00 12 15.75 1.59% 417.00 416.75 HDPE YD-5G i I 12in Yard Inlet 422.00 12 8.33 2.04% 419.00 418.83 HDPE YD-5H .2in Yard Inlet 424.17 12 10,00 1.70% 421.17 421.00 HDPE i YD-6A I 12in Yard Inlet 384.00 12 38.00 15.79% 379.00 373.00 HDPE YD-6 12in Cleanout 376.00 12 38.75 15.48% 368.00 362.00 HDPE YD-613 18in Yard Inlet 385.00 12 1 126.00 1 7.14% 1 382.00 1 373.00 HDPE DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 413 I DI-3B CG-6 10 357.67 1 VDOT STD. IS-1 REQ'D 4A 15 40. 24 _ _ _ 350. 33 350.10 RCP 4 DI-3B CG-6 10 357,33 VDOT STD. IS-1 REQ'D 3 15 117.35 3.83% 350.00 345.50 RCP 2613 DI-3B CG-6 12 442.92 VDOT STD. IS-1 REQ'D 26A 15 39.69 1.00% 435.92 435 52 RCP 26 DI-313 CG-6 10 442.92 VDOT STD. IS-1 REQ'D 25 15 35.73 1,18% 435.42 435.00 RCP 24B I MH CG-6 - 440.67 VDOT STD. IS-1 REQ'D 24A 15 35.01 1.20% 433.67 433.25 RCP 24 MH CG-6 - 440.58 VDOT STD. IS-1 REQ'D 23 30 38.72 1.06% 431.58 431 17 RCP 22 DI-313 CG-6 6 437.67 VDOT STD. IS-1 REQ'D 21 30 150.24 1.33% 425.42 423.42 RCP 20 DI-3B CG-6 8 428,42 VDOT STD. IS-1 REQ'D 19 30 284.77 1, 32% 417. 08 413. 33 RCP 18B DI-313 CG-6 8 418.33 VDOT STD. IS-1 REQ'D 18A 30 39.67 1, 26% 410.00 409.50 RCP 18 DI-3B CG-6 - 418.33 VDOT STD. IS-1 REQ'D 17 30 243.67 1.26% 406.50 403.42 RCP 16 DI-313 CG-6 10 408.42 VDOT STD. IS-1 REQ'D 15 30 161.92 1.24% 392.25 390.25 RCP 14 DI-313 CG-6 10 395.25 VDOT STD. IS-1 REQ'D 13 30 37.14 1.13% 386.00 385.58 RCP 12B DI-3C CG-6 1 8 391.33 VDOT STD. IS-1 REQ'D 12A 30 32.79 0.98% 383.00 382.68 RCP 12 DI-313 CG-6 10 391,25 VDOT STD. IS-1 REQ'D 11 30 26.61 0.94% 382.58 382.33 RCP 10B MH N/A - 388.67 VDOT STD. IS-1 REQ'D 10A 30 76.23 1.09% 377.25 376.42 RCP 10 DI-3B CG-6 10 381.42 VDOT STD. IS-1 REQ'D 9 30 90.21 1.11 % 368.33 367.33 RCP 8 DI-3B CG-6 8 372.33 VDOT STD. IS-1 REQ'D 7 36 18.75 1, 33% 364.25 364.00 RCP 6B MH N/A 373.00 VDOT STD. IS-1 REQ'D 6A 36 89.73 1.20% 360.50 359.42 RCP 6 MH N/A - 365.00 VDOT STD. IS-1 REQ'D 5 36 46,41 1 79% 35700 356.17 RCP 8B DI-3B CG-6 12 3 2 33 VDOTSTD. IS-1 REQ'D 8A 1 15 1 39.72 1 0.83% 365.33 365.00 1 RCP I \ \ / 4- DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA (in.) LENGTH* (ft.) SLOPE (%) INVERT I IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 14B DI-313 CG-6 10 395.33 VDOT STD. IS-1 REQ'D 14A 15 39.68 1.26% 388.33 387.83 RCP 16B I I DI-313 CG-6 10 408.42 VDOT STD. IS-1 REQ'D 16A 15 39.70 1. 26% 401,33 400.83 RCP 20B DI-313 CG-6 12 428.67 VDOT STD. IS-1 REQ'D 20A 15 3996 1, 05% 421.42 421 00 RCP 44B DI-3B CG-6 16 424.00 VDOT STD. IS-1 REQ'D 44A 15 33,21 1.51% 417.50 417.00 RCP 44 DI-3B CG-6 14 423.67 VDOT STD. IS-1 REQ'D 43 15 100. 59 2.81 % 415. 50 412. 67 RCP 42 DI-313 CG-6 10 418.33 VDOT STD. IS-1 REQ'D 41 15 101.08 3.96% 411.00 407.00 RCP 40 DI-3113 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 VDOT STD. IS-1 REQ'D 37 15 134.39 2.49% 398.67 395.33 RCP 36 DI-313 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 REQ'D 33 24 75.13 1.33% 390.17 389.17 RCP 32B DI-3C CG-6 12 391.50 VDOT STD. IS-1 REQ'D 32A 15 146.31 0.50% 385.58 384.85 RCP 32 DI-3B CG-6 6 395.50 VDOT STD. IS-1 REQ'D 31 24 32.91 1.28% 384.75 384.33 RCP 30 DI-3B CG-6 8 395.50 VDOT STD. I0-1 REQ'D 29 24 37.82 1.32% 379.75 379.25 RCP 1 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 DI-3B CG-6 12 4 13. 17 VDOT STD, IS-1 REQ'D 40A 1 15 32.96 1.51 % 406.58 406.08 RCP 54B Di-313 CG-6 12 44092 VDOT STD. IS-1 REQ'D 54A 15 32.78 1.05% 434.17 433.83 RCP 54 DI-313 CG-6 12 440.83 VDOT STD. IS-1 REQ'D 53 15 169.27 3.84% 429.75 423.25 RCP 52 DI-313 CG-6 10 429.75 VDOT STD. IS-1 REQ'D 51 15 143.45 2.96% 416.58 412.33 RCP 50 DI-31:3 CG-6 10 41783 VDOT 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 REQ'D 47 18 153.08 2.12% 395.50 392,25 RCP 46 DI-313 CG-6 8 398,75 VDOT STD. IS-1 REQ'D 45 24 59.02 1.14% 390.42 389.75 RCP 46B DI-3C -- - 6 398.75 VDOT STD. IS-1 REQ'D 46A 15 32.70 1.01 % 392.08 391.75 RCP 48B IDI-313 CG-6 10 406.00 VDOT STD. IS-1 REQ'D 48A 15 33.58 0.98% 399.00 398.67 RCP 50B DI-313 CG-6 12 417.83 VDOT STD. IS-1 REQ'D 50A 15 32.67 1.2970 411.25 410.83 RCP 52B DI-313 CG-6 12 430.00 VDOT STD. IS-1 REQ'D 52A 15 32.77 1.00% 423.00 422.67 RCP 74B IDI-313 CG-6 10 445.67 VDOT STD. IS-1 REQ'D 74A 15 39.70 1.06% 438.67 438.25 RCP 74 DI-313 CG-6 10 445.67 VDOT STD, IS-1 REQ'D 73 15 37.06 1.08% 438.67 436.27 RCP 72B MH N/A - 443.75 VDOT STD. IS-1 REQ'D 72A 15 32.71 1.22% 436.17 435.77 RCP 72 MH N/A - 443.75 .DOT STD. IS-1 REQ'D 71 15 211.51 1,26% 435.67 433.00 RCP 70 DI-3B CG-6 10 437,67 VDOT STD. IS-1 REQ'D 69 18 106.93 1.87% 425.00 423.00 RCP 68B DI-3B CG-6 10 427 17 VDOT STD. IS-1 REQ'D 68A 18 32.62 2.05% 420.42 419.75 RCP 68 DI-313 CG-6 8 427.00 VDOT STD. IS-1 REQ'D 67 18 90.89 2.01 1/0 417.00 415.17 RCP 66 DI-313 CG-6 8 419.50 VDOT STD. 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 REQ'D 63 24 86.I9 1.54% 409.50 408.17 RCP 62 DI-313 CG-6 8 414.58 VDOT STD. IS-1 REQ'D 61 24 57,56 1.44% 407. 50 40667 RCP 60 MH N/A - 412.92 VDOT STD. IS-1 REQ'D 59 24 76,97 1. 85% 404.67 403.25 RCP 58D MH N/A - 410.00 VDOT STD. IS-1 REQ'D 58C 24 34.97 2.631J/0 391.92 397.00 RCP 58B MH N/A - 40600 VDOT STD. IS-1 REQ'D 58A 24 50,93 2,79% 392.00 390.58 RCP 58 MH N/A - 396,50 VDOT STD. IS-1 REQ'D 57 24 26.17 2.871/0 380.25 379.50 RCP 60B DI-3C CG-6 10 412.17 VDOT STD IS-1 REQ'D 60A 15 61,01 1.23% 406.50 405.75 RCP 62B DI-3B CG-6 12 414.50 VDOT STD. IS-1 REQ'D 62A 15 32.69 1.01 % 408.00 407.67 RCP 64D DI-313 CG-6 12 418.42 VDOT STD. IS-1 REQ'D 64C 15 32.70 0, 98% 411.67 411. 35 1RCP 64B DI-3B CG-6 14 418 42VD T STD. IS-1 REQ'D 64A 15 46.14 1, 08% 411.25 410,75 RCP 78B DI-313 CG-6 12 440.50 VDOT STD. IS-1 REQ'D 78A 15 32.80 1.22% 433.75 433,35 RCP 78 DI-313 CG-6 12 440.42 VDOT STD. IS-1 REQ'D 77 15 145.13 2.071/0 433.25 430.25 RCP 76 DI-3C CG-6 8 436.67 VDOT STD. IS-1 REQ'D 75 18 53.33 0.94% 429.50 429.00 RCP 76B DI-313 CG-6 8 436.67 VDOT STD. IS-1 REQ'D 76A 15 33.58 1 1.19% 430.00 1 429.60 1 RCP / Lu\, I,., \,.: > 1, /, / r ., i , ­1111-I , c� I; �� sJ� 3 y , ; ;`r ,N t I I �/ i t , r ' \ I t \ 1 o4v��j � G, S�?, 0 U Lic. No. 035791,E 11��0�1*� 09/12/22 ����4 1ANAL 1J�6` l _ I �.n i z ' w O' J z F_-•i O � cn (� aF-. m , p r / z U cn o � z � Q z � 1 0 0 o-. L 1 a- m � %.n t- Cn �/� VJ w � Q z Q z ILLH� O > \ce. Lf) o H > w oC N fV N N i W N N Q co N I i 0 o •--i co 0 0I , Design Storm Year 10 Design Storm Year = 10 Design Year: 10 Project: Brookh ill Blocks 16 & 17 Job #: 182150 Prepared by: AML, PE H 0 SCOTT R. LLINS , � Lic. No. 035791,2� 09/12/22 I ANAL POINT DOWNSTREAM DRAIN RUNOFF CA INLET (� r I z O (� r/ W O CL U o z O_ > J Q m v� w _J z u z w O U Z L' Q z, w H J z w O v� o' H cn w w in N N o N o 00 0 N N o' N r-+ M 0 C� �y 0 N O N Q W J _' > O r N L.L Z U . Wi W � W ��W// L.L ~ W Q O N z �..�� Ln z �� T� v) u o W Fri o o Lu (� z O 1-� Q J Q U w V Q F--1 0 w J I- w w Design Year: 10 Project: Brookhill Blocks 16 & 17 Joh ..: 181-1 �O Prepared by: AML, PE JOB NO. 1 21 0 50 SCALE N/A SHEET NO. 31 STRUCTURE AREA COEFF. TIME R.-SIN F;�LL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAP.1- CITY ���L FLOW TIME [NCR ;�1CCL��9 ACRES C '�11N MIN C.F.S. �_`PPER LOWER FEET FT. FT. INCHES C.F.S. F.P.S. SEC -1B 0.�'3 0.60 0.14 0.14 6.00 6.35 0.9 4 350.33 350.10 -I0.2-� 0.0057 15 -1.9 3.0 13.6 4 0?9 0.�0 0.15 0.28 6?3 6?8 1.8 [X-B8 350.00 345.50 1 17.3 � 0.0383 15 12.6 7.2 16.3 `'6B 0.29 0.60 0.17 0.17 6.00 6.35 1.1 26 435.92 435.52 39.69 0.0100 15 6.5 3.9 1U.3 26 0.�3 0.65 0.1 � 0.32 6.17 6.30 2.0 24B 435.42 435.00 3�.73 ().Oils 1 � 7.0 4.9 7.3 24B 0.1 � 0.7> 0.1 1 0.�4 6.?9 6?7 2.7 24 433.67 43 3. 25 35.01 (}.0120 15 7.1 5.-t 6, 2-I 7.80 0.60 4.68 �.l? 1?.00 >.00 25.6 -I31.58 431.17 38.7� 0.0106 30 -12.2 9.0 -1.3 22 0.06 0.80 0.05 �.16 12.07 4.99 25.8 20 425.42 423.42 150.24 0.0133 30 -�7.3 9.8 15.3 ?() 0.10 0.70 0.07 5.40 1 ?.33 -1.95 ?6.7 18B 417.08 4 13.33 �8-1.77 0.0132 30 -17.1 9.8 29.0 18B 0.? 1 0.70 0.1 � >.54 1 ?.81 4.87 27.0 18 410.00 409.50 39.67 0.0126 30 46.0 9.7 4. l 18 0.4�t 0.50 0.22 5.76 12.88 4.86 28.0 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 ACCUM :1CRE.S 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 �._�� 0.7 74 438.67 -138?� 39.70 U.OIOh I � 6.? 3.� 1 1.3 74 0.29 0.60 0.17 0?9 6.19 6.3U 1.8 7?B -138.67 -136.�7 37.06 O.OIuB 1 -1.6 8.0 72B 0.-1� 0.7� 0.3-) 0.62 7.00 6.�), 3.8 72 436.17 �3�.77 32.71 0.0122 13 7.l �.9 5.6 72 0?5 0.7> 0.19 0.81 7.09 G.�)-� -�.9 7O �33.67 �33.00 �' 1 l .� 1 0.01 �6 1 � 7.3 6.3 70 0.16 O.7� 0.1 7.65 5.90 13.7 68B �� �.UU -123.U0 l 06.93 O.0 187 18 1-L-1 9. ; 1 1.6 68B 0.11 0.7� 0.08 2.41 7.84 5.85 1 �. I 68 ��'0.-t�' -119.7� _;2.(,? 0.0205 18 1 �.(i 9.7 3.-� I 68 0.07 U.7� O.OS ?.-16 7.90 �.8-1 1-i. 3 66 417.00 -11 �.17 90.89 0.0201 18 14.9 9.6 9. 66 0.07 0.7� 0.05 3.04 8.11 5.-� 17.6 �� 6-� -11 -112.7 � 3 Z1. 8 7 0.0162 �-1 2 8.8 9.6 3.7 I 64 0. ] 7 U.7� O.131 3.7-1 8.18 �' l .h � 62 409.�() -I08.17 �s().19 U.OI �-1 �� 2�;.1 9.� 62 0.14 U.7� O.11 �4.09�.7-t 23.5 60 407.50 -IU6.(,7 �7.�6 0.01-��1 �-1 �7.1 9.:� 60 O.UO 0.90 0.O0 �.�19 8.-�`' �.,1 25.7 58D -IU�I.(� 7 403 . � � 7(�.97 U.018� �'�l 30.8 ] 0.9 7.G I 58D 0.00 0.90 0.00 �.-19 8. �-� 5.69 58B 397.92 397.UU (►.O�63 ,� 3E,.7 1�'.(� �.8 i 8 B 0.00 0.90 0.00 -1.-19 8. � 8 3.68 ' 58 392.00 390.58 50.93 0.0279 2� 37.8 12.9 3.9 � o.oa o.90 O.00 -�.-�9 8.6> �.�(� SWM'A' 380,?3 379.SU 26.17 0.0287 �� 38.3 13.0 `'.O 60B 0.�8 0.70 0.� 1 0.� I 6.00 6.33 '.(� 60 -I06.50 -10�.7� (� 1.01 O.0 1 ' 3 1 � 7.� 3.3 1 1.-I 6?B 0.33 0.7� 0.?; 0?> 6.00 6.3� l.b 62 -1U8.U0 -�U 7.67 3'.69 0.01 O1 1 � (�.� -l. 3 7.6 64D 0.36 0.70 0.? � 0.__ 7.00 6.07 l . 6-tB 411.67 �l 1.3� 32.70 U.0098 1 � (,.� -4.3 -' 64B 0.-�� 0.70 0.32 0.�7 7.13 6.(i 3 3.� 6=� 411.25 �410.73 46.14 0.0108 1 � 6.7 3. � 8.4 78B 0.19 U.75 U.I-1 0.�0 6.00 6.� 1.9 78 -133.75 -133.3 � 32.80 O.0 12? I � 7.1 �.9 6.7 78 0?2 C1.75 0.17 0.57 6.1 1 6.3 � 3.6 76 433.25 430.25 145.13 0.0207 1 � 9.3 76 0.35 U.75 0.6 1.39 7.2� 6.0�� 8.-1 70 429.50 -t�'9.00 53.33 0.009�. 18 10.E 6.� 8.3 INLET STATION OUTLET WATER SURFACE ELEV �.�� D�, Qo ZW Sro Hf JUNCTION LOSS Vo H� Qnv V��Q;*V; V;`/2g H� ANGLE I I, 11� 1.31 i, FINAL I1 INLET WATER SURFACE ELEV. RIM ELEV 422.U0 39.96 1 � 1.03 0.000 0.01 O.8 O.0 20B O.(x) 0 0 0.O0 '��:� O.00 U.OI 422.01 428.67 401.83 39.70 I 0.7� U.000 0.01 0.6 0.0 16B U.UU �) 0 0.00 NA 0.00 0.01 -101.8�3 408.42 388.83 39.68 1 � U.51 0.000 0.00 O.4 O.O 14B O.OU U 0 O.UU NA O.OU 0.00 388.83 395.33 366.81 39.7? 15 0.89 0.000 0.01 U.7 O.0 8B 0.00 0 U O.OU N.�� O.U(1 0.01 366.8z 372.33 INLET OUTLET WATER t,D�O, St�� Hr � JUNCTION LOSS FINAL INLET WATER RIM STATION SURFACE ELEV7.��, �'„ H� Qnv Vnv Q;*V; V;, 2`� H; ANGLE H, He 1.3Ht .SHt H SURFACE ELEV. ELEV 43 L00 33.58 1 � 1.�'8 0.00O 0.01 1.0 0.0 76B 0.00 0 0 U.00 NA O.00 0.O� 431.02 436.67 430.20 53.33 18 8.3 5 O.OU6 0.34 -1.7 U.1 76 �.' 1 26.89 �.4 0.84 1 I 0 0.93 NA O.-I6 0.80 -131.00 436.67 431 ?> 145. l 3 1 � 3.59 0.003 0.4� ?.9 0.0 78 L9 1.6 3.(>46 0.0 O.U1 9U 0.02698 0.07 NA 0.04 0.49 431.74 �1�10.�12 43-�.3 � 3 2.80 1 � 1.93 0.001 0.03 1.6 0.0 7SB U.(>U U 0 U.U1 NA O.00 0.03 434.38 4�lO.�0 -� 1 1.7> =I6.1-� 13 3.-��' O.OU 3 0.13 �.8 O.0 (�-�B l.� l.� L9O4 0.0 0.01 89 0.01�9 0.05 NA 0.03 0.1h 411.91 �t18.42 41 `'.3� 32.70 15 I .�3 0.001 0.02 1.2 0.O 64D 0.00 0 0 U.OI NA U.00 0.0? -112.37 418.=t2 409.16 32.69 15 1.57 0.001 O.U' 1.3 0.0 6�B 0.00 O O 0.01 NA 0.00 0.0' -109.18 -11.1.50 4U6.75 61.01 1 O.00? 0.10 �. I 0.0 60B U.(x) 0 0 0.0? NA 0.01 0.11 406.86 412.17 381.10 26.17 ?-� �5.68 O.Oli U.34 8.? 0.3 38 8.2 209.9 1.0 0.36 9 0 0.62 N':� 0.31 U.70 381.80 3y6.50 3�)�.18 5O.93 �-1 �'�.68 O.U13 0.66 8.` U.3 �8B 25.7 8.' �'09.9 1.0 0.36 1 > 0.1037> 0.73 N/A 0.36 LO? 393.20 40b.00 398.60 34.97 ?-� 25.68 0.013 0.-15 8.�' 0.3 �8D ?�.7 8.� 209.9 1.0 0.36 ?(� 0.22825 0.85 N/A 0.43 0.88 399.48 410.00 404.85 76.97 �4 �5.68 0.013 0.99 8.� U.3 6O 33.E 7.3 17�.1 0.9 0.30 87 0.57118 1.13 N/A 0.57 1.56 406.41 412.92 408.27 57.56 `'-� 33.45 0.011 0.6? 7.> O? 62 � L6 6.9 1-17.9 0.7 0?6 18 0.073 12 U.�S NA 0?7 0.89 -109.16 �l 1-1.58 409.77 86. 19 2-� � 1.56 0.009 0.78 6.9 0.2 64 17.6 5.6 98.53 0.� U.17 69 0.26786 0.62 NA 0.31 L09 410.86 417.25 414.35 3�.87 ?� 17.59 0.006 022 �.6 O.l (�6 14.3 8.1 I16.5 1.0 U.36 -Il 0.38891 U.87 NA 0.-13 0.65 -115.0(1 -119.50 -116.37 9U.89 18 1 �. 33 0.019 1.70 8.1 U.3 68 I -1.1 8.0 1 1 �'. l LU 0.34 90 0.68952 1 ?9 NA 0.65 ?.34 =118.71 427.00 -120.95 32.6�' 18 1=�.07 0.018 0.59 8.0 0? (�8B 1.�.7 7.8 l 06.3 U.9 0.33 87 0.61 h� 1 1.19 N.�a 0.59 1.18 -122.13 427.17 424.20 106.93 18 13.71 0.017 1.8 � 7.8 0? 7O 8.�1- 6.� 53.55 O.6 0?? 0 0 0.46 NA O.?3 2.05 426.25 �137.67 434.00 1 � -1.90 0.006 1.2? �l.O 0.1 3.8 3.1 1 1.66 0.1 0.05 87 0.09734 0.21 NIA 0. (l l . 3? -135.32 4-t3.75 436.77 l � 3.78 0.003 O.1 1 3.1 O.0 72B 1.8 LS ?.64? 0.0 0.01 49 O.O127 0.06 N%;� 0.03 0.14 =136.91 443.75 437.27 37.U6 15 1.80 O.U01 0.03 L� 0.0 7-1 0.7 0.6 0.412 O.O 0.00 45 0.00198 0.01 NA 0.01 0.03 437.30 -14_5.67 439.25 39.70 1 � 0.71 0.000 0.00 O.6 O.0 74B O.UO 0 0 0.00 N;1 0.00 0.01 439.26 445.67 =J?3.67 3�'.77 1 ? 1.47 0.001 O.U`' (.� O.0 �?B 0.00 0 0 0.01 NA 0.00 0.0? 423.b9 430.00 �1 1.83 3`'.67 1 � 1.3? O.UUO 0.01 1.1 0.0 SOB O.00 0 0 0.00 NA 0.00 CO2 =111.85 417.83 399.67 3 3.38 15 5.13 0.006 0.? 1 �? 0.1 �18B -�.4 13.4 59.5 2.8 0.98 0 0 1.04 NA 0.�2 O.T 400.40 406.00 39�.7> U 1 > 1.,- O.00O 0.01 1. I 0.0 46B 0.8 4.4 3.298 0.3 0.10 0 0 0.11 NA 0.05 0.07 392.82 398.75 392.1 � 59.0� �'� 15.02 0.004 0.26 4.8 0.1 4h 13.7 7.8 106.3 0.9 0.33 1 1 0 0.42 NA O? 1 0.47 392.62 398.75 393.45 153.08 18 13.71 0.017 �.61 7.8 U? -I8 8.1 6.6 �3.�8 0.7 0.?4 1l 0 U.47 NA 0.2-1 �'.84 396.29 405.50 401.83 150.6�' 1 � 8.1 1 0.016 ?.37 6.6 U? 50 5.9 4.8 ?8.19 0.4 0.1? U U 0.`'9 N.� 0.15 2.52 404.35 417.83 413.33 143.4.5 1 � � .88 0.008 1.19 4.8 C). l 52 3.� 2.9 10.06 0.1 0.04 0 0 0.13 NA 0.07 1.�6 414.59 -t29.7� 424.25 169. `' 7 I 1 0.003 0.50 ? .9 0.0 54 1.8 1.4 2.50? (1.0 U.01 89 0.0209 0.06 NA 0.03 0.�3 424.78 440.83 434.83 3�.78 15 1. :N O.00I 0.02 1.-1 0.0 54B 0.00 U 0 O.O 1 '����� 0.00 0.0 3 -13-t.86 440.92 407.08 32.96 1 � 1 ?8 O.000 U.U� 1.1 0.0 40B 0.00 0 0 O.UO N,a 0.00 0.0? 407.1(1 -t 13.17 39>.UO 33.13 1 � U.70 O.U00 0.00 0.6 0.0 36B 0.00 0 0 0.00 NA U.00 0.00 395.00 401.00 380.85 37.8`' �-1 �3.14 0.01 � 0.47 8.0 U. 30 �4.8 7.9 195.1 LO 0.34 0 0 0.59 N�� 0.29 0.76 381.61 395.50 385.93 3�.91 ?� �4.76 0.01 ? 0.39 7.9 O? 32 '?.� 9.3 ' l U. l 1.4 0.-t7 0 0 0.71 NA 0.36 0.75 386.68 395.50 386.68 146.31 1 > 2.62 O.U(J�' U.�4 U.0 3�B 0.00 0 0 0.02 NA 0.01 0.25 386.93 39 L50 390.77 75.13 �'4 22.53 0.01 U 0.7� 34 1 �.0 8.1 1 � 1.6 1.0 U.36 90 0.7128> 1 ?7 N!A 0.63 1.38 392.15 397.42 392.15 �4.� 1 1 � 8.70 0.018 0.99 7.1 0.2 36 42.19 U.5 0.19 15 0.05339 0.44 NA 0.22 1.2U 393.35 -10(1.67 396.33 134.39 1 � 1.67 �.9 0.1 38 6.7 5.5 36.51 0.5 0.16 17 0.04619 U.34 NA 0.17 1.84 398.17 407.83 �0'.75 97.�0 1 � ��.69 U.OI 1 Lf>4 �.3 0.1 40 4.6 3.8 17.E 0.08 1 � U.0221�4 0?2 NA 0.1 1 1.15 403.90 -113.1)0 -�08.(}0 101.08 15 �.63 O.OU� 0.�2 3.8 O.l 4? 3.8 3.1 1 L92 0? 0.05 30 0.04222 0.15 NA 0.08 0.60 =108.60 418.33 413.67 100.59 1 � 3.82 0.004 0.33 3.1 U.0 44 ?? 1.8 -1.0�4 0.1 0.02 88 0.0336 0.09 NA O.U4 0.40 41-1.07 -t23.67 418.00 33.' 1 1'; O.OUI U.U4 1.8 0.0 -I4B 0.00 0 0 0.01 NA O.OI 0.0> 418.05 424.00