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HomeMy WebLinkAboutSUB202100026 Plan - Submittal (First) 2021-02-08GENERAL NOTESBROOKHILL BLOCKS 16 & 17 O SCOTT R. LINStZ Z) Lie. No. 035791111 A OWNERS: CROCKETT CORPORATION QL� O "opo� 2/5/21ty4 C/O HAUGH & HELVIN 435 FINAL ROAD PLAN SIONAL CHARL E� CHARLOTTETTESVILLE,VAzzgol SITE o'` DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K D'9p S CHARLOTTESVILLE, VA22902 TAX MAP: 04600-oo-oo-oigB8 RIVANNA MAGISTERIAL DISTRICT POO GRO D.B.5346, PG. 256 LUNDSRO 119.69ACRES ALBEMARLE COUNTY VIRGINIA '13 ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT(ZMA2o1800011WITH VICINITY MAP: PROFFERS - APPROVED BYTHE BOARD OF SUPERVISORS ON JULY 17, 2019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 SCALE: 1" = 2000' o ARE STILL VALID AND STILL APPLYTO THE BROOKHILL PROJECT. _ E k ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED " \\ ,+,L AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) l 1 ,C' ®/I'I 7 '`�,_'•�.��-�\ Sheet List Table (n ZONING DISTRICT. 1 r ® \ -/�- PROJECTB UNDARY �� U) m 1 \ } v Z w = NOTE: ASPECIAL USE PERMIT APPLICATION (SPzolS000zS)WAS APPROVED TO \1 \` 1 ® /'.:(� .' SPACE �\ �---_�\\ I/ Sheet Number Sheet Title O o � ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). . \ _ _ _ _ i COVER THE SP WAS APPROVED ON NOVEMBER 9, 2o16 BY BOS WITH CONDITIONS. 1 1 /� ® ) fir. _ \ �\ FUTURE ROAD EXTENSION / 1A PROFFERS ICI N F @ / �.h. \... / Z TOTAL PROJECT AREA: 04600-00-oo-olgB8-ug.69AC. (PORTION OF) (UNDER DIFFERENT SET OFPLANS)rA 1 \ ° l L/..... r' :`• 4`,`., :`'' = 16 PROFFERS v1 BLOCKI6-14.65AC BLOCKI 1 z2AC i 1 / \`.. __;�.`. _ H 7- 5- �` p �- %.:�®,/ LOT /��� z OVERALL MASTER PLAN ` TOTAL = 2g.87 AC � Lor i i • ` ` :PROPOSED GREENWAY`, `. • 3 OVERALL BLOCK PLAN PROPOSED USE: 121TOTAL DWELLING UNITS (6oSINGLE-FAMILY DETACHED UNITS &61 \ \ \. /'Uj SINGLE-FAMILY ATTACHED UNITS) ��� \\ I®® )I ®� %/ LOT '/ 4 EXISTING CONDITIONS ALLOWABLE DENSITY: BLOCK16:igUNITS (MIN.)TO58UNITS (MAX.) \\ \ Ij\1\ ®®�\ \. !9; /f `;/;°3 ,%/;•'�- �.,5 LAYOUT PLAN BLOCK 27: 32 UNITS (MIN.) TO 94 UNITS (MAX.) \ \ _-- \ - 1) �� °T / 6 LAYOUT PLAN PROPOSED DENSITY: BLOCK 16: 58 UNITS \ \ ®� ! I '�/ • , e // '1a „ „5 -; V ` �� V � 1 OT � � � � - `I%LOT / , �` I' BLOCK 17: 62UNITS \\ \!; /� ®® ,` \ _%/M1 /1cwT LOT ��l / LAYOUT PLAN \\ ®® 8 UTILITY PLAN REQUIRED SPACE: CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE ® YY \', ® _`_ Lor/ B16 0 1.8ACRE5 2. ACRES o.oACRES .1ACRES �T ® ; / PEN S' ,O 9 UTILITY PLAN B17 0 .3 ACRES .8 ACRES oa ACRES 7, ACRES \ I ® TOTAL BLOCK 16 & 17 GREEN SPACE REQUIRED: 1o.y ACRES \ \� \.:, I®®®®®® / / , _ 10 UTILITY PLAN 1 -„ -` _ / BLOCK i6 /� / 11 GRADING & DRAINAGE PLAN LLI o OPEN SPACE PROVIDED: CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS 1 TOTAL GREEN SPACE B16 0 1. ACRE$ 1.8ACRE5 1.2ACRE5 ACRES>t /� - \ .._�.. i / \ za / OT ,T 12 GRADING &DRAINAGE PLAN 0 _ Os B17 0 o. ACRE5 .o ACRES o.1ACRE5 6.o ACRES \ \ ®� / _ \`. ��\ TOTAL BLOCK I6& 17 GREEN SPACE PROVIDED: 10.4 ACRES ® / ` O `��` Boa �r \� ' , __ 1 GRADING & DRAINAGE PLAN BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. \\ / // I �y i 14 NOTES & DETAILS MAXIMUM - 3 STORIES / 4o FEETLONOTES & DETAILS5 SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL -BLOCK 5TO BLOCK ig PROPOSEDGREEWAY 16 ROAD & WATERLINE PRO FILES FRONTSETBACK:8 MIN.&25'MAX. ® OPEN 17 ROAD &WATERLINE PROFILESPORCH SETBACK: 5 MIN&25 MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE CORNER LOT SETBACK: 5' MIN. & NO MAX. i' ���, 18 ROAD & WATERLINE PROFILES -- .� 1 ROAD &WATERLINE PROFILES ti REAR SETBACK: K MIN. & NO MAX. GARAGE SETBACK5:18'MIN. i // . ��� ,- ;I - �LOT�` -- 'Lor \,��'/% � /'� LaT \ // �/ /� $ M SUBDIVISION STREETS: CURB &GUTTER / = ^' OT r' se y \ or 20 SANITARY SEWER PROFILES LOT \` ' ' ey / / `� i�� yam /� �j ;- �`�\` 'OTC`\` 6- �i' LOr�, � ii vs �:" < `��` �/� LOTS / \ �� � ��. 21 SANITARY SEWER PROFILES N WATERSHED: SOUTH FORK RIVANNA RIVER as P 22 SANITARY SEWER PROFILES ` L ^^ AGRICULTURAL/FORESTAL DISTRICT: NONE\,,� / I / / % ," „ ` � '",: / • / � - `eT / / LOT �;qn�\ ,' /� z3 STORM SEWER PROFILES � TOPOGRAPHY&SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEYBYLINCOLN„` / Ji�� (�/ Loy\ /� '� O EN 6T \� is 7 24 STORM SEWER PROFILES SURVEYING AND BELL LAND SURVEYS,JANUARY2o15. \® \\i / // �' ,-.`� `. /'' �.. I SPACE LOT / i BOUNDARY INFORMATION WASCOMPILEDBYLINCOLN\.., ® / r:J. Lor`\ '/- '` L°' ��� -aT 66 j Liar \•/ �� `�-� 25 STORM SEWER PROFILES N SURVEYING ON MARCH 7,2o3.5. FIELD VERIFIED BY COLLINS ENGINEERING INNOVEMBEROF2o1g. Lori-�BLOCK17 sy �' Lnr %�,�C������ ``- 26 STORM SEWER PROFILES CD DATUM: NAVD 2988 ��. / �` �' - - - Lo3�, T`. j �j �7 LL . � Lo DRAINAGE MAP L�T� 3 i LOT / D �. 6 N ®'� 28 DRAINAGE CALCULATIONS N EXISTING VEGETATION: MOSTLY WOODED. Q ®i' L6T `. , 29 DRAINAGE CALCULATIONS PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS / �� " ' =s i -' `. �`, i°f- "� LOT OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS.�/,,�\(� \� - 30 LANDSCAPING PLAN LIGHTING: NO LIGHTING IS PROPOSED./®® /' (/ a / �`\� \�;��\, LOT LOT `� - /� LOT /(�\� j /�� 31 LANDSCAPING PLAN J 1 ® � `' J E� OT / z SIGHT DISTANCE PROFILES PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (1) PHASE OR ATOTAL OF l/ � � �' � � . •, �® /, Lor , • � � _ '�� � , Lor \ LOT n "CON\P�pN r LO ,o j / �3 LL (2) SEPARATE PHASES. ® / C / / , , , �P 6g /�, 33 SIGHT DISTANCE PROFILES /�//)� � � V J RECREATION: TRAIL CONNECTION TO THE GREENWAYTRAILS TOTAL SHEETS LLI / / ,. �O PARKING: PARKING REQUIRED: / po ` - _ ' ` TWO (2)OFF-STREET PARKING SPACES FOR EACH DWELLING UNIT / �® OPEN - / - LOT �' / O �--I ____ i ;, m SPACE .. -- sa � / ��/ � LEGEND � ONE(1)ON-STREET PARKING SPACE PER EVERY 4 TOWNHOUSE UNITS= 61 SINGLE ® // .� I"�_ z /� LST \` \,, �'� EDGE OF PAVEMENT J FAMILY ATTACHED UNITS 14 = 15.25 SPACES REQUIRED ® �`..J� .f' ) LOT I / or L�T \\ CURB V..I PARKING PROVIDED: ® �' /- I /'' or LO Lss 6 \ /,'� PROPOSED ASPHALT PAVEMENT Q / �' ' -----_ ,'' Lor s3 '\ j % r------� EXISTING VEGETATII/E ANDSCAPE BUFFER = TWO(2)OFF-STREET PARKINGSPACES PROVIDED FOR EACH DWELLING UNIT ® I / �- ,�^ SIXTEEN(16)ON-STREET PARKING SPACES PROVIDED ALONG ROADWAYS / /� '' �' Lor \ °� �� ' \ \-------J � U LOT L_-- -- ,-. ' J �<11 I I -, �', LOT LOT `oT s. ; ], \ jSPJ�N�E'/ ------------ GREENWAY BUFFER U BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS / / / - OFSECTION4.2.10FTHEALBEMARLE COUNTY ZONING ORDINANCE. - .1�.�:' ��/r `--��--i I - -- _ \``, Lor as --------- PROPOSED EASEMENT BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK /� 1` OT OT Lor Loor \ / % Q DROP INLET & STRUCTURE NO, Y AREAS.: t 95 / LLI (�, h/ ; /%/,ff 'i1 ` '` `�1\ LDT Lor oa - `'� `` - / - _ _ - - ® DRAINAGE PIPE ~ V FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51o03CO28oD / j r/ _ -- _ _ / DATED FEBRUARY zoo IN ADDITION A DAM BREACH INUNDATION ZONE i �'.'� / \ LOT +� \ ��`v-- '" ` " "/' / _ _ �� ., - �"- _i ---- BENCH MARK 4, S- EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERALl Ln O �Y DAM LOCATED UPSTREAM OF THE PROPERTY. / /0 N `�-;,, � \� / �� �� v VOOT STANDARD STOP SIGN J a ' $PACE PROPOSED HANDICAP PARKING SPACE /� LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN rr \\. \� _� - LLI W r / `` LDT ` ` \ ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 3z.7.9. STREET j r - - ... ^ « PROPOSED ASPHALT STRIPING w TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET _ __ _____ _____ T TREES EVERY 5o'ALONG THE ROADWAYS. , , • / %4 - -� ,_��� �...�� ��------------------ �/ \�' -. zoo EXISTING CONTOUR (Y - - - ---- - --- PROPOSED CONTOUR J LAND AREAS: OPEN SPACE: 6.74 ACRES (zz.56%) �/ �..' / ; '- / •• �. �C`7��••�••�••�y 506.7/ TC ~� ��••�•- LOTS: 12.00ACRES (4o.17%) PROPOSED GREENWAY /'" J •�••�•• sos.2/ EP PROPOSED SPOT ELEVATION ROW DEDICATION: 7.32ACRES (z4.51%) _ _ \% rQ i = ' �- \ TBC DENOTES TOPIBACK OF CURB �, \ TAB DENOTES TOP OF BOX J W PROPOSED IMPERVIOUS AREAS: ROADS&SIDEWALK: 2u,g8zSF '- ` `, - 1I -�/ p -/ / 506.71 TW BUILDINGS, PATIOS/DECKS: 234,813 SF , : ao.,^/ �' j/ -' ; -/ ' _// �� 506.21 BW PROPOSED SPOT ELEVATION Gof DRIVEWAYS: 57,256SF oo��� K i __ �. �j'• -�------T--------�- TW DENOTES TOP OF WALL O TOTAL IMPERVIOUS AREAS: 504,051SF (11.57ACRES) `. \\ �'FoeF ��\ ® -��� ' \ /- 1 BW DENOTES BOTTOM OF WALL Q O RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & ,�� \\ OaFs'FoeF® / / �\` ,--� / 1 I I PRESERI/ED STEEP SLOPES 0 DRAINAGE PLAN FOR WALL LOCATIONS. 0(�• \, 'AR� , coe cR\ \ / / �7// ��� , I MANAGED STEEP SLOPES O O TRASH: EACH LOT SHALL HAVE AN INDIVIDUALTRASH CONTAINER. 9R'%�e'�Oy`.\: \ ,�j �� ROJECTBOUNDARY ; .r:�_�./ '/\� \ 1 I I I �� N UTILITIES: ALBEMARLE COUNTY WATER &SEWER� ..:�t'� I PEDESTRIAN AND VEHICLE ACCESS F ` PROPOSED CONCRETE IC w AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEESHEETIA. G F SHEET LAYOUT PROPOSED & EXISANG GUARDRAIL PROPOSED FENCE I ,r, TOTAL PROPOSEDUN1T5:1o4 O w TOTAL PROPOSED AFFORDABLE UNITS: 16 UNITS OR CASH IN -LIEU SCALE: 1 II = 1 �' o o 0 1DO YR. FLOODPLAIN ce 0- U) OF AFFORDABLE UNITS JOB NO. NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH 182150 THE FINAL SITE PLAN OR CASH IN -LIEU OPTION. SCALE 1 "=100' SHEET NO. 1 Original Proffers Amendment _X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019114 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 NNW (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, 04600-00-00104600-00-00-019113, 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 P Y "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 h, 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-rateg " dwelling unit basis in excess of the number of units that are allowed b right under the zoning in existence prior to the approval of this ZMA Y g g P PP 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 of this Proffer 3 the number of units allowed b right under the R-1 Residential zoning purposes Y ht g g is two hundred sixty-nine (269) single -fancily 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 fancily 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 (S ), g 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 Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (1501,) of the total number of residential units constructed on the Property. For example, if one thousand 1000 total units are constructed in the P ( Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J J� housingobjective through a variety of housing types, including but not limited to for sale units rental units J g Y g YP � g accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, defined below shall be approved b the Albemarle County Housing Office or its designee. "For- ( ) PP Y n' 8 g Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which 0 households with incomes less than eightypercent 80% of the area median income may qualify, P ( ) Y 9 y, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebu ers. The Owner shall provide the Count or its designee a period of one hundred twenty Y P Y g P Y (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty ( 120 upon written notice from the Owner that the ) daYP period shall commence P units shall be available for sale. This notice shall not be given more than nine 90 days prior O gr ninety ( ) Y to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty 120 day period, the Owner shall have the right q P g b'( ) YP g 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 (I") dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or 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') 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 Page 2 of 11 B. For -Rent Affordable Housine Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. in each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For of this Proffer 4B the term "net rent" means that the rent does not include purpose 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 Count for each For -Rent Affordable Housing Unit or until the units are sold as low or Y g 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 Tern 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) R�ortinRent I Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle Count Housing Office a co of the rental or lease P Y g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. in lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars 24 375.00 the "Affordable Housing Cash Proffer" for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( )� hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total nurnber of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or it) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or in) 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 (S500,000). 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 daring the twelve (12) month period prior to such contribution. G. Construction Traffic Manag ement. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until aid to reflect an increase or decrease for the proceeding J Y paid, Y P g calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MST"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MST as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSl/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due" provided, however, in no event shall the Cash Contribution amount aid b the Owner ), P P Y 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 SeventyFive Dollars 24 375.00 per affordable dwelling unit under Proffer 4 the "Minimum $ P g Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash gY g Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount P Y aid b the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, (collectively referred to as the "In -kind Contribution"). The in -Kind Contribution amount shall be 28 336 662.00. The in -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the ProjectP 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 ofthe first 1 CO issued for a dwelling within the Project, the Owner shall dedicate to the County, ( ) g J b General Warranty Deed and without consideration fee simple title to a parcel of land for public Y tY p P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 ;COTT/R. CIDLLINS'Z Lic. No. 035791 ?1 2/5/21 ctv% Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Souther Railroad Overpass. If, within ten (10) years after zo the date of issuance of the first (1 at) CO for a single-family dwelling within the Project, the County J has not so requested, or VDOT has not approved the traffic signal within that time period) the q > ( PP � P ) ,w ) k Owner shall be relieved of any obligation to install a traffic signal. V � Z w M 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the C, on property: 0 p J V A. Trail Network. A primitive trail network (the "Trail NetworlC), consistent with the County's (~ z design standards for a Class B- type 1 primitive nature trail, shall be established within the U• Greenway as described within the Code of Development. The general location of the Trail Network H 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 / W shall commence concurrently with the site work for the fast Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth 1W (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 w N 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 o 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 0 for Parks and Civic Spaces as described in the Code of Development and generally shown on the P P g Y V_ Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance C Page 4 of 11 � N M C)Q Services Department. At the option of the County, and in lieu of the construction of a school, a public park W N t+ may be established by the County on the Elementary School Site. J 8. Public High School or Institutional Use Site. Q w % Within one year after written request by the County, the Owner shall dedicate to the County, by General �i Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or J — LL such other use as the Countymay determine suitable of not less than fifty 50 acres abutting apublicly- Y fh' ( ) g 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 i W or warranty as to suitability. 1*%%% ~ U) 0 TI 9. Historic Resources. J _�( QV LULL A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register Historic Places. Owner impact to this designation Q Z ■■ //�� L.L of shall address an adverse g Y P g U ce as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), TI 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 w 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. — v C. Greenway Area Woodlands Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its O licensees or successors of the Woodlands Cam located in the Greenway Area and identified in P Y J the Phase I Historic Resources Study for the Project. LU m LJJ This Proffer Statement may be executed in an number of counterparts, each of which shall be an original Y Y P Z J and all of which together shall constitute but one and the same instrument. U) �1 JLU [Signature Pages to Follow] � O J< Q o�.�/ 0 cj. O O co N mow Page 8 of 11 L JOB NO. 182150 SCALE N/A SHEET NO. IA PHASE IINTERSECTION IMPROVEMENTS INTERSECTIONx r CONSRUCTNNEWWESTBOUND �i • _ ' LEFT -TURN LANEON POLO GROUNDSROADWRH375'OF STORAGE \L� EMEND WESTBOUND RIGHT -TURN s' •^` µD'�� # I'4 LANE ON POLO GROUNDS ROAD PHASE II INTERSECTION FROM5d OFSTORAGETO x#P'OF IMPROVEMENTS - „ STORAGE CONVERTRIO MILLS R ROADTOA a0. RIGHT IN RI / GHT-0UT OPERATRIN. INTERSECTIONR CONSTRUCTASOUTHBOUND © ROADWAY, PROVIDING (W LEFT -'TURN AND 9 RIGHT -TURN LANE. ,e ND CONSTRUCTAN EON PHA SEIII LANE ONPOLo POOL LEFGROUNDS - VEMEROADWAY TS- IMPROVEMENTS- GROUNDS aoao WITH xSO FEETOF STORAGE INTERSECTION 3 CONDWAYEARIGHgN/RIGHTI., - t ROASTRUCT TRANCEBO v _ PHASE 11 RAD 0 WAVIM�ROVEMEN NDRIG * CONSTRUCTA NORTHBOUND RI6N TURNGE. / 4 TS PHASE ♦ �/ �, O USx 9 WITH xoCOF STORAGE. EMERSECTION IMPROVEMENTS IMPROVEMENTS r PHASE It INTERSECTION A O IMPROVEMENTS --- -- INTERSECTION PHASE ROADWAY COADWAYTNOR THeouNo # ROADWAY TO PROVIDE6)LNL " TURNIANE LANE B IfT DMEDTURN PAINTED MEDIAN PHASEV INTERSECTION /' ROVIRESTRE PROVIDEWESTBOUND -T �NRLRA0110 IMPROVEMENTS f n"♦ ASHWOR&GE EVARD BOULEVARD / - ) :;- WTTHO WSTRIPE OFSTORAGE. V'd` *' 6 EASTBOUND ASHWOOD BOULEVARDAPPROACHTO O/ x PROWD RIGHT / f (x) -TURN IANE `♦� / /� PHASE IV INTERSECTION IMPROVEMENTS ♦ \-' - �yi __ INTERSECTION5 ' 4 CONSTRUCTSOUTHBOUND 1PB PHASE I INTERSECTION PHASEIVR ADWAY ' ROADWAY TO PROVIDE(x) LEFT - TURN LANEAND(O RIGHT -TURN IMPROVEMENTS LANE '' •nM�PROVEMENTS "W • CONSTRUCTANEASIHOUNDLEFF- TURN LANE ON POLO GROUNDS ROADWAVWITHgo'OFSTORAGE. GUR BROOKHILLTRA C PHASING PLAN � I I } eP^�FrP�+d gsti ;to 7 N .l �4\ \? W' PROP056DVOOT ROUT Pp - 1 I MAPROa&`MENTS-SWMMP0�1 r \ .pROPOSEDSTRE�T�REES \ \\\ ACONGCONNEROTt RO\A / 1, Y: , - y�:•.ill„ - �� r �lil M PROPOSED PEDESTR\� CRO55-WALK EXISTINGTREEAREA r TRAILWAYCO CTIW1 TO CONCRETE WAL Ilk <, 0- a 1 o TMP46-i6 ENTRPWCETocuaBav TMP45-58 ROCKYDALE CHARLOTTESVILLE PROPOSED ROAD CONNECTION QUARRY BETWEEN RIO MILLS ROAD AND BERKMAR DRIVE TMP46-1813 HOMELA ND CORPORATION TMP45-Go TMP46-x8D CRAFTON CORPORATION TMP46-28B HORNELAND CORPORATION FINAL ALIGNMENT OF BERKMAR DRIVE TO BE CONSTRUCTED BY 2oi7 (PER VDOT2oc%CONSTRUCTION PLANS) TMP46-i8D CRAFTON CORPORATION WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00--00-01SAO: /4 By: ��CCHAR�"LES R. HA GH By: �'irlLyAo,g �-4•n. Q%w�ASClus 1ZABETH ANN OGL BY ft GAH ice' Date: %J'." X Za!% OWNERS of Tax Map Parcel 04600-00-00-01800: By: l 47, CHARLES R. HAUGH, 7USTEE By: DOUGLAS B. OG." BY, TRUSTEE Date: 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: Ia . t�- y�n rA�J Ann O. Haugh, Ifs President — Date: '�V act 9 Page 9 of 10 NOTE: POLO GROUNDS ROADWAYAND IANE [ONNGURATION AS SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMENTSWILL BE IN ACCORDANCEWITH THE APPROVEOTRAFFICIMPACTANALYMSANDFIMLAPPROVEDROAC + CONSTRUCTION PLANS FOR THE ROADWAY IMPRO' I (_ PROPOSED SALAMANDER �,' _ CROSSING(3 TOTAL) t \ 2`INVERTED RETAINING �� WALL DCULVERT 1 HEJIt) WALL Y STEM GOO; - TMP46a4A ARC .,� FA'�Lp�� }a SALAMANDER TUNNEL n.,!Laraar �E1 FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT h • :r .. R 1� + I OWNER of Tax Map Parcel 04600-00-00-018BO: HORNE LAND CORPORATION, a Virginia corporation d� By: LJ. T"». �/JL12_•IC. Ann 0. Haugh, Its President y Date: r - L'iy F. ';1,0I 9 OWNER of Tax Map Parcel 04600-00-00-018DD: CRAETON CORPORATION, a Virginia corporation By: 0-4,-" C . e-7;4 - Ann O. Haugh, Its President Date: ao IT 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 O4600-00-00-018AO, 04600-00-00-01800, 04600-00.00-019A1, 04600-00-00-019A2, 04600-00-00-019111, 04600-00-00-019133, AND 04600-00-00-019114 WHEREAS the application to amend the rollers that were approved with ZMA 2015-00007 for Tax Pp p Pp Parcels 04600-00-00-018A0 04600-00-00-01800 04600-00-00-019A104600-00-00-019A2 04600-00-00-019B7 04600-00-00-019B3, and 04600 00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-0001 I, Brookhill Proffer Amendment ("ZMA 2018-1 P ); and WHEREAS ZMA 2018-11 proposes to amend Proffer Numbers ID 1H 6 and 8 of the Proffers that were p approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will W 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 Corm Board of Supervisors waived the Planning , County p g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 2018-11. BE IT ORDAINED b the Board of Supervisors of the County of Albemarle Virginia, that upon Y Pe lY g p consideration of the staff report prepared for ZMA 2018-1 l and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018.11 with the proffers dated April 18, 2019. ##R 1, Claudette K. Borgersen, do hereby certify that the fm+egoing writing is a hue, 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 r Isors Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKIIILL APARTMENTS, LLC, a Virginia limited liability company fO SCOTT R. LLINS'Z U Lic. No. 035791 By: CDG Holdings, LLC, Managing Member "0 2/5/21 tv4 By: Haystack Corporation, Ma ger o��ssIONAL By: AndmN cGinty, Its President Date: S� 3/Zd / aj BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend apemen Inc., Manager By: Ll— Alan R. Taylor, t is President Date: 40"t -4v17M/I!t Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County o Ms Road to newincluded a connection from Rio Mills h II 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 : P pp 9 necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and 9 : 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; P r5' 9 9 9 : and WHEREAS the public comments received b the Virginia Department of Transportation p y g p supported the proposed alignment of the new connector road. Pp P P 9 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 ervisors Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y _ Ms. Palmer Y Mr. Randolph Y Z O J � k W M Z co 0 in O Z J O Q V) F r/ j Z W u � W ce 0 M M ICY) N IIIIIIIIIII� M N W N W Ld zJ U) LU L 0 U WI w UlVJ z LU NwN VJ JLU N~ LL JOf r< V 0 O C:) N U z LL J� V) T 0/ LL KM/ LL LL l0 O TI � i U 0 W J 1—� O CIO W d � JOB NO. 182150 SCALE N/A SHEET NO. 18 �T RFD 1� R. LINSZ �SCOTT - - U C. No.15 035791,'a PROPOSED ASHWOODIBOULEVA D CONNECTION ` / \THORN' �T Z Z ��� 2/5/21 4� PROPOSED TRAILHEAD AC ESS AREA TO Rb PROVIDE PARKING, AN INFORMATION KIOSK, / _ UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT R FOR MORE INFORMATION ON REQUIRED BUFFER , , \ / 9� N N LL N LLI CO F Z w Est ONAL S E11G AND A PEDESTRIAN ROAD CROSSING TO /f �i u�� c� PO r ° 3 w < f THE MULTI-USEiRA ILWA�Y \ JVOID, IxACCESS a o •+ AMP LJJ FORESTLAKESaNEIGHBOROUTE��. O�CVT�T74rr, SITE Y < P SP IJJ IMPROVEMENT �g SWM FACILITY # 3 COUNTY OF' �' - + 30' MIN. NATURAL BUFFERv EMARLE + c3 ROPOSED PRIMITIVE TRAIL WITH .H `- - R �2 O ADS r+w' Z � C7 --�' Z ���Ijj W +„ CONNECTION TO FOREST LAKE5 POLOGR _ J u z PROPOSED B O I �/ ALBEMARLE COUNTY - - ROAp .J < w ¢ PRIMITIVE€. `_y 'I RESERVED STEEP SLOPE o Q O r/�' z rmI x BLOCK 13 ,�- _- ,I I: _ (TYP.) TR - -�� TRAILS (TYP.) �¢OI �o� VICINITY MAP: SCALE: 1" = 2000' V Z ° z u o DEVELOPMENT I B q n N COU_RT 3 V 1 z O N F- GENERAL NOTES s I ,y, AREA (TYPJ y ' ," l-._1 _-lll OWNERS: TMPo4600-00-oo-oi800 TMPo4600-00-oo-oiBAo < > "� z � �� �� .--: ;•� BLOCK > S ,� �°; _ - 1 -_.. a i " HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H- V / C7 ". _ \ <^ f VdES� PO _ �`.� PARK ST z SEMINOLE TRAIL 435 575 T.M.46-i8B _ CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22902 Z HORNE LAND CORPORATION - -- `=A _ C'p� I,. J a \ TMP04600-oo-oo-oi9oo Lu OPEN SPACE - CROCORPORATION (TYP.) a�t�J-� O C/OCKETT 435 PARK ST w BLOCK 22 t _° f - PROPOSED CIVIC SPACE /P\Q\ y_.0 \--. "1'. CHARLOTTESVILLE, VA 22901 z z z z In f f I' G ,a I </ BLOCK io f ,3 " ' BLOCK iy ,,, EASTERN POCKET PARK ��� `�'!'�•' LOCATION TO BE DETERMINED " ( - � o 1 � w ❑ DEVELOPER: RIVERBEND DEVELOPMENT, INC SECOND STREET SE SUITE oo 4 O w w � o w w 0 u EXISTING ioo-YEAR - �§ '` - WITH FINAL DEVELOPMENT PLAN) � V CH CHARLOTTESVILLE, VA 22903 °C z z - - FEMA FLOODPLAIN (TYP) -_ �' s - - PROPOSED VEHICULAR L_ \�J ENGINEER: COLLINS ENGINEERING J I"' F Z ga BLOCK 9 �- PROPO EDPRIMITIVE°`- - '- ° T I - - _ _ INTERCONNECTION ACCESS xoo GARRETT ST, SUITE K CHARLOTTESVILLE, 22902 Z rar G g O m O m 0 ROUTE TRAILWAY r:*` 4 ' - �,• -" ' '�r ' TO THE MONTGOMERY RIDGE NEIGHBORHOOD 30' MIN. NATURAL BUFFER o TAX MAP & ZONING: �--� f m a F w F w z a w .•y o -� zg -- . -IMPROVEMENT - l ` , ,t. ,�. �.. % - ,. , . _� ,r�i/ G, -,,, ` �'' `'+,.. -_ - % i /'. / 04600-oo-oo-m800 04600-oo-oo-olBAo 046o0-00-oo-oigoo D.B. i, PG. 690 D-B. 13 PG. D.B. PG. 690 Vj Fj m W m f m Lu ¢ N � PATHWAY . - - ... r ;:.//,�: '„ -- '� k ^'* i�� �: - OPEN /�., RC CIVIC SPAC // " - ( OA 3, 4So 731, � m a a `." f O u f O u w g Lrf rq ni .._ _.. _ _- ..- _ POSED / // - �,.: �y/ ;SPACE / / ALBEMARLE COUNTY �" I �� R-i RESIDENTIAL Ra RESIDENTIAL ZONE: R-i RESIDENTIAL LI 1 z w w S -- ' i - f P. /� m) BLOCK 11 `GREENWAY // / 1'I ' MANAGED STEEP `LOPS e ,� TOTAL PROJECT AREA: 04600-00-oo-ox8o0 - 4x-55 AC- `� z a z ROUTE 29 V �( -- - - -- (TYP) //%/� 's" /�' TYP. - Ry - 04600-oo-oo-oi8Ao - 27-29 AC. IMPROVEMENT `\ !- SWM FACILITY#z ii1iEEN NAY y '-_--- - °f '\' /f e' �'%' + ,, GREENWAY a. � + °+ P ) V� P� BLOCK 18 O GER O v'( �\. 'FJ O 0 6o0-00-oo-oi oo - z0 .66AC. 4 9 7 x77.5o AC. TOTAL 0 w 0 w mD 0 u ' UPLAND �, r '��'rY-'`s: I m PROPOSED go' BUFFER. N ., (TMP•1 .; 4 > ® .:gym PARK e �`�` : n - �c - -_.-, u \ '".EXISTING ARCHAIC / � �' n ` ���G�� PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT j w �i ¢ z AROUNDVDOTSTORMWATERV MANAGEMENT POND ,. ,,, _ ,� WOODLAND \ , : `-� - �' . CAMPSITE AREA TO BE PRESERVED DEVELOPMENT '� AREA (TYP.) TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. z g < i BOUNDARY INFORMATION WAS COMPILED BY LINCOLN a "" `® BLOCK i6 SURVEYING ON MARCH7,xox5. p h \ 0}_ J .. M J2 - y.... ~.q - DATUM: NAVD x988 �M�\\ Z o �:. _ EXISTING zoo -YEAR ur 6 l..f - eo - .9't'ocn!`.. �; -^.\ STREAM BUFFER (TYP. FLOODPLAIN (TYP.) , / UTILITIES: COUNTY WATER AND SEWER 0) CV f3_ vwi BLOCK C1 —�_� _ \. '' \o° °• ..�i �� F' C FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO28oD Z . M PROPOSED RIGHT IN -RIGHT OUT mQm 4 Z - BLOCK -` I 1 .� - - `--� DATED FEBRUARY 4, zoo5. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE W H m 'a .o Zcp NIT INTERSECTION IMPROVEMENTS. w� _ I ¢ SEE BROOKHILL T A REPORT O > �,r - - � �'jr�y„ .a. : :� ., - ! TRAFFIC CIRCLE ROUNDABOUT MAY 1 � ALBEMARLE COUNTY / �. PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. ¢ 0 .. 0 o N o 0 .. v 0 .. rn 0 .+ rn 0 I FOR FURTHER DETAILS: 0`^ VAIN STREET BE CONSTRUCTED AT THE -PRESERVED STEEP SLOPE ,� BLOCK 5 _ _ _ \ / - -' ;� i' MONTGOMERY RIDGE { NOTES: 3 7 BOULEVARDENTRAN`CE I INTERSECTION OF MAIN STREET AND (TYP.) _,; '�� i THE NORTH150UTH CONNECTOR ROAD BLOCK3 ////// - "��% NEIGHBORHOOD 5- �- a. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSSSECTIONS FOR THE BROOKHILL DEVELOPMENT CV O Z !`- '' OPENS SPACE` - x. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE (V l ' , �r OPEN SPACE � j � �-> /I�: ' DETERMINED WITH THE SITE PLAN PROCESS. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH 3 ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BYTHE HOA. (V (TYF.) ,^ " - O /��� (\ 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J Q - - BLOCK I -,I EXISTING iao-YEAR i . I ° PROPOSED . 'y � ` 7 OR FOREST LAKES. L w ' °` FLOODPLAIN (TYP.) `k , o ro _ / � �/�� THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OFTHE S EASTjWEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN uj Z _ T.M. 46-i8D - 1 �, r TRAI WAY �:, _� ^; °�. O�Rp� - CRAFTON CORPORATION r'a3:� } ; - O L' p i BLOCK2 a, DEVELOPMENTAREA I D THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. 7 L J +`' �M�7 I -- ems-, - • •, BOUNDARY (TYP.) �O J O(yF� \ ti y+ 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND W _ > U. 1 PROPOSED NEIGHBORHOOD CENTER - , .` r IMITS OF PROPOSED REZONING �- J 18.4.12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE U) 1 J ` (LOCATION TO BE DETERMINED -A ° BLOCKI - WITH FINAL DEVELOPMENT PLAN.) - .L _ - _ _ _ _ _ `'_ _ - - _ ': y 'e (( S-'_-..- y -_ 2 I- m ^ `.-., 1 �, PROPOSED DEVELOPMENT SHOWNINTHE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP V H - w J INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT PROPOSED ioo' BUFFER ALONG RT. 29 / • I - I ,'. { -' J SAFETY ACTION PLAN. Z � w 70'NATURALLANDSCAPE BUFFER, ix y.. BLOCK f v: r .� +ACRE HISTORIC a BR BLOCK I BLOCK ° _ 3 mot. ` .', 3 '..... ., r __ '_ 8. THE PROPOSED DEVELOPMENT SHALL ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE I1� 5 Ln J O & 30' LANDSCAPE BUFFER _ - ...,zs�+ 1 5 a r ' AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. J Q I ALBEMARLE COUNTY l ALBEMARLE 1 ` ¢ x. ANAGESTEEP SLOPE 1. -,- - v J 4 4_J P 9 THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO L < I^ Q J NOTE: A PROPOSED MULTI -USE PAJHr ,'�+' APPROXIMATE LOCATION OF , - _ _ _ - - (TYP.) GREENWAY t" > ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER Q < _ k J IS PROPOSED BY VDOT ALONG THE ' It ROUTE z FRONTAGE OF THIS Q HISTORIC MARKER FOR THE BROOKHILL PROPERTY ��� _ - -- _ - - -g /-/_ / MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. Z TI 9 I _ _ _ - - ROPOSED zo' BUFFER ,,, �" '� 1 �( �� CONNECTION POINT®ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR Q/ LLI I Y PROPERTY. PATHWAY TO BE + I"+ - ,_ - 1 " r , .,� , )- l io. _O LOCATED WITHIN THE VDOT RIW.' _ - yj';=� R'` �; - a°� {:r' \ L--- INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE PEDESTRIANIBICYLE ACCESS CONNECTION. � / LOCATION OF EXISTING BLOCK 1g UNN CEMETERY TO /y P^x ' a ,` , ,:'" + �� i5 < r ; �° / s ix. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. 1 1� ' j �"� 0 w O REMAIN ... \ • ��. LOCK LINE (TYP.) " z + f (I A NOTE: ALL STORMWATER MANAGEMENT FACILITIES v \../ Q �_ U - -': LEGEND Z m I, BLOCK 6 ALBEMARLE COUNTY. ! �'', it. AND EROSION CONTROL MEASURES SHALL BE / - °• LOCATED OUTSIDE OF THE PRESERVED SLOPES. GREENWAY PRESERVED SLOPES _I Q � (n O 0 BLOCK I .'' j i "I I j PRESERVED STEEP SLOPE 9�. F. , .i I +,, +l, .• ROPERTYBOUNDARY(TYP.) Z f^ Z J Lu NOTE: AREA WITHIN THE xoo'BUFFER AND OUTSIDE THE EXISTING TREE - 0 _ „{ (TYP.) _ `y / ) L - BLOCK] r., •••'•• - - - VEGETATIVE BUFFER MANAGED SLOPES ®OPEN SPACE O Q Z w Lu M\ L.LI LIMITS SHALL BE REPLANTED IN ACCORDANCE WITH THE PLACES29 FORESTED BUFFER REQUIREMENTS -- _ (STING - H _ EXISTING ioo-YEAR DEVELOPMENT -"' '-. J FLOODPLAIN (TYP.) �+ BROOKHILL AREA [TYP.) SE TO REom LIMITS OF igTH CENTURY -- ` MAIN •.• %' ° •••°°°• �• �• I - - '. WITH HOA APPROVAL A xo' MULTI -USE PATH -� ° SHALL BE EXTENDED TO THE ENTRANCE OF , -- GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS 0 WETLANDS J �� LL J �1 Q , COMPONENTS OF BROOKHILL _ MONTGOMERY RIDGE. THE HOA WILL NEED C3 HOVE �,-� BLOCK 8 � DEVELOPMENT AREA : - EASEMENT DOCUMENTS ALLOWING THE �1 - �} PARCEL WITHIN & THEiILL ENCOMPASSING THE BROOKHILL U Ei TH HISTORIC HOUSE g CENTURY COMPONENTS OF v . , BOUNDARY( r/>` Y( CONSTRUCTION OF THE MULTI -USE PATH d _ �- BROOKHILL W EXISTING xoo-YEAR FEMA FLOODPLAIN (TYP.) � � � , �%i%i ��/ #.� �^�" � - - -_ f` \ - .OPEN /� - ON HOA PROPERTY. IJI `1 I� , " O O f ROPOSEDxo PAVED SPACE , '' i •: MULTI -PURPOSE TRAIL � - / 1 xo' MULTI -USE PATH TO BE CONSTRUCTED ALONG THE NORTH SIDE OF POLO GROUNDS ROAD Com UC ', PRIMITIVE TRAILWAY O � Q (TYP.) �cic;, nen( epartment �+ PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL RO Fil@# POSED PEDESTRIAN TUNNEL �l ��� LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. IMPROVED INTERSECTION RK A P roved O AND STOPLIGHT. °_+ •1 :. •' s�31' .. - "-- Potp q0 Sp U� NER D81 , Supervisors 0000 EXISTING ioo YR FLOODPLAIN O O W SEE BROOKHILL TIA REPORT FOR FURTHER DETAILS ax s T a J F � z, PROPOSED IMPROVEMENTTO STA7- GROUNDS POLO GROUNDS ROAD FOR FRT NNPR R5v P 1 ...... STREAMS - - (V a 643(r),B.' (SO) TURNLANES- SEETHEPOLO JUNE 15, 2015 s• .. - 48 p �6j) _ _- _- GROUNDS ROADWAY - annef �I 7c LOCATION OF HISTORIC RESOURCE TO BE PRESERVED J - IMPROVEMENTPLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE CAL G FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. - - SEE PROFFERS FOR FURTHER DETAILS 4.46 zoo o zoo aoo aoo io' MULTI -USE PATH n - 1 a Lu w _ m PROPOSED LOCATION OF HISTORIC MARKER O JOB NO. - i8C SHEET 1 OF 1 _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION ( IN FEET) O 182150 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA. In 1 inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET NO. 2 i �1 o �' HjRNR NH / A \ \ ''J / �Fp2 /" \ \ \ �__ Fed HWOpp -- - -- --- SCOTT R. LIN' G� Lic. No. 035791 2/5/21 \'' AA //, E SW I , o�� --- oIJI/I11 I- I----- o 1 11 I Z BLOCK 13 \ I / BLOCK 15 ) / ,-J ° o\ o A YAN COURT 3 I '" Cl Ln X. __- _ O Ui .00 / ~ '4" SDP202000008 X \I\ \� \Il 4ill, /' i �` PN�s `. �O / W INITIAL SITE PLAN \ / \ / yAPPROVED - 03/o6/2020�� k SDP202000082 FINA SIT E L`� L BLOCK 12r BLOCK 1 ♦ v BLOCK 18 / -- \ \ \ 4-- / ° A / p ll1 j V ° A e �' I ®CIS - o-uoc,neaee . ✓�, ° ' I �V'i' _ '' ,1 ,C 4 °°o° ' �U P2012500050. ` oOO', o°o- FINAL SITE PLAN APPROVED ° 12/1 /2018 In BL 1 BLOCJ -o ROAD PLAN ° SUB2017-00117 1 BLOCK 3 BLOCK��ftftf �y�ftft 000 000 j BLOCK 2 1 SDP201900078 1 INITIAL SITE PLAN 1 I APPROVED - 02/21/2020 0 SDP202000035 ROAD PLAN BL 3LK A o 1 FINAL SITE PLAN SUB2018-00115 i� 2o180005o 'I 1 201 00021 NAL SITE PLAN INITIAL SITE PLAN APPROVED I 1 B K APPROVED - o6/o8/2o18 ° 12/17/2o18 1 ! � � � SDP2o1800049 °, 1 F IN 5 EPL 1 eAIII BLOCK 19 1 BL K OA LA� O C G o ) /SUBz01 -00117 � \ o \ � o 900 BLOCK?TEPLAN �v e° � DIVED 2020 BLOCK e i' S(JPioi80'00\54 INITIAL SITE PLAN ,APPROVED - 09/07/2018 °001, �. >( SDP20190001S -• �� WOW ' ... • OL.O STATE RT.R643 D B ROgp (So') .............. J 481, P• z6 . ......................... 3) PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS) GRAPHIC SCALE PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT 200 0 100 200 400 (APPROVED FINAL SITE PLANS) PROPOSED RESIDENTIAL DEVELOPMENT (PROPOSED INITIAL SITE PLANS) ( IN FEET ) 1 inch = 200 ft. y -7 L9 lqr,- / I Q / - NCD Q JI CY) 0 i '�\ ;r \` ;l 1 Q J Lu z a K4P* / ��a �- - /� ---� /-�-w O r I� co i L9 LJ_ �WWV I LU LU BLOCK AREA SUMMARY I U cn O O �\ o° Development Area Per Area (Roads, Proposed Greens pace/Amenities (ac) w Are(A CIDPro sed 1 qqq° o Block Land Use District Brookhill Lots,Buildings, Development LU COD (AC) � Parking lots) Per Area (AC) I ° COD (AC) Civic / Civic / Open Open Total Total Parks Pam Greenway Greenway Space Space Buffers Buffers Greenspace Greempace Required Proposed Required Provided U] Required Proposed Required Provided Required Proposed L 1 Neighborhood Service ('.enter 12 12 0 0 0 0 0 r 2 Urban Density 63 5.1 1.2 0 0 0 1.2 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 1 LU I 3A Urban Density 3.3 LUrban Density 1.8 4 Density 0 4 Urban nsity 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 rr nn 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 V 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 (J 4C Urban Density 6.58 - 2.31 1.46 0.85 0 fJ 5 Neighborhood Density 6.6 5.1 1 0 5.7 1.5 0 7.2 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 H 8B Neighborhood Density 17.36 1 7.4 0 4.04 2.76 2.18 8.98 w w / 9 Neighborhood Density 9.6 6.8 0 1.8 0 2.8 4.6 _ 10 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 a / 11 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 0 10.7 JOB NO. I / 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 182150 I I 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 I 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 SCALE Igpp 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 it r 16 Neighborhood Density 9.7 14.65 8.4 10.3 0 O 1.8 1.4 1.3 1.7 0 1.2 3.1 4.3 1 =200 Neighborhood Density 15.8 15.22 11.8 8.8 0 0.4 3.3 0.9 3.8 5.0 0.2 0.1 7.3 6.4 18 Neighborhood Density 34.4 27.3 0.7 4.4 1 1 3.8 2.6 11.5 SHEET NO. ' 19 Brookhill House Parcel 3.2 3.2 0 0 0 0 0 Total 223.9 168.8 10.3 1 1 53.6 1 1 28.8 1 1 1&0 1 108.7 )IIII I A \ \ \ VA _ _ �� I 1 \ A �� < / V I \ v i---- -I — �v / / / - --_� A v 1 I ) 1 1� A VA -- � A \v 1 / / / I --L-- - - -, � i/ / i/i/� //i// /jam ��_ A Vvv/ l I l l/ , /i // // / ///- -/ !/- - v \ �\ \\ \� vvA VIEW) I / //---- 1 A I v I \ �\ /I \l // ®� V v v \ _ i ////// /,/ v v/ ////// / �// �/, %r ; _ v�,A\Vvv vv . I l l I I ll �ii^ r v / - - �'/ / _ ///�/ / / ! / - w v vv ( / I / / /�--- / // A 1/'/�/�v ��� �� � ) I 0v 1 \ //® / . :.. f����::::. "� V A v _ -->j-- k / ///%/� �i/ -\_AA vA I III // l // / / / -' --// _- IAA �w AAw v \ _ / / III ^_ \-arm \ �A �/ A�/ F. . I — _ -._ tom'' :pry - / / — / /i/ /// ///i / 7 _ / // --� \ VA ' VA / / / j 1 1 I / I / / / // / ' -"6" / ' V A A — =�� �- I \ I I I l / // ll//l 11l/y a� �� , 1��v� )\�v A� v v° /� _ >- - ,. - `1'. /// ///T-- /- _ / / /�-� //i I / C/ -�, �� — 1 \IAA 1.� — - .�...�. ••'��/' /�% ///////-/ _- vV — I�VI\I � 11 / /� // � — � A //- I I /i // / /// /l /lam=`��--- `\\ \a\ ... f \; ® \ :::�. `--::-(, - / i=-���/// �/ // , //`//�/ -- \\\�\ \_/ I\ I\ I1 \\1 \ / If / //,-----, \ \\- �/ l l //,43 43oa`la /// / // / j / ��-,/I/i-� \\, ,\ �\\ - `_. I \ � — ••••// • �• -.— ��.-/,C. / // i/ / \ \ \ _ / I I ` / /� / // \ \\ \+s _ - ��® ®/ I It y- '! :�\ 4r �/ /_ / /i/ / / / /- — \�\\\ / I / I I 1 / / / \\I --_-- -/ I I \\ \ \� \\\ \ �\ -EXISTING �BLOCK`C,\ \�\\\ _.- J //® I / ,' _, _ i c/ �ll. �iT'/!i/ - /// % l/ / / / / / / _ \\ J /// / / / / - � \ ' I I I \ \ \ \ \\ \ \ ��� _ f / ♦ / / \ \ / _ :�:_ / i ids — / l / / - \ / / / - 1 \ \ \\ \��'l% \ \ \ `\\ ��� \` 1 " �0 "I `.: 0 j ./. .'/.r`�,- 6" ///'.'y- �_ - j / / l l / / _ �ti \ 11 I � I / / / / \ \ 1 \\ \ \ . 1. 1 / - /� / l / / I I 1 1 � ` \//I /I/) /// � t %�i\� �) �I I ,\ �® \/ C ® / ::-* ,/ -7 _- / /- - ,,, /✓e,/C ////� — / / // / /// - _ \\\ ✓ I I I I / / / / / /- ` / I 1 /�c / - c -� �� j �i /� / // / / / / �/ --- ) 1 // / / _ / -- \ � < < - _- - _ _ \\( << _ _ \� \ \ ® 0 / / lf� / PROPOSED / / / ,- / - ,1 - / / \ / I v� �„- — �I / - / / / //// / / / / --- - vv / / \\ \ \ \� \�� �- \\ \ a \ \ \ / / GREENWAY TYP.- - / / / \\ / / / \ V A \ \ vvvv — \ ��� v v A / / / / / / / / / / / / '� / / / / / / / / / \ V A A \ \ y — V c v \ ! I / / / // // //�/-- / I 1 v � �/ v v� v v\v v�A \ vv V v_ v� -vAvv�\ V 1 / / / // / / I�// // //// / // // _ // / / // / / / --v I I / l v l v \ v v v v v_ _ v�� v� v \ �V I l / // / /// —/ / // / - -- i/ / // /// // v �-- // / I \tip v b 1 / / / --� - - / / / / v v v v v , v I / / // / // /'---- --/ / 1 vv L_- A �v v v_ ---_ vvvA\ V 't\\ \� " // / / __ / / / v K / B OCK i V v v\vv __ _ _ - - 3 v A LIMITS OF FEMA APPROVED- � - vA VA A \ v / / / / / �/ / / / / // � / ,, �� / / � - - - - - - / / - / / / / v v / / / // // vvv — DLO A � AA \�\VA��vV�A:':�.': 1 I )I// / // /� // // / / �/ /' / // // / v - v`-' / BOG i / / A `vim _ __vvv 1v v � vA A\v`\\vvVvA \ \ l I: \ �..\ / / /// // //i/ w� / / /// / /// / \ ' � v ---/ / / / \ _ vv A ioo YR FLOOD V \ VAAv \ \� ��..... / / I I / //// / / / / / / / / // / / / / / / / / / vv�vvv � V v V A\ VAVA\ V A v� v. I 1// // / / / / //// / // / e, // ,---- // / / // �� ' / / / / \ v _ �_ v v � ---_� \ vv\ \ VAV \. / / / / i ��MP 46 19B _ / / \ � wyv,w � v, vV� \ \� \\\\\ \ ®� -� �. m / I �I I // // / / / ////// / I � /// l� _// / A-----/ / // / // - v_-- / / / / / // \ \ \ \ / / / / / / / N F CROEKET7 C0�}PORATION / / \\ \ \�\\\\\ \\\\ \ - �z\ \ \ \ \ \ \ \ /♦ 111 I I l // / - / D�5346 PC 256 / - -_ ///� / -- A, ��v 1 _ = l / / / / /// / / / / / -/--- // // / ! / �/ / �/ / vv vvv ��w _ -�v A A 1 V LIMITS OF SUNNY, �,I,V, I�I I Ill (�I I11 �I I I I I // / / �////// / �I / / �/ �/ /� ��/ / // / / ,-- ///// A / ,- / / \\ \\\ DAY AM BREACH\\ �\ ) � I 1 1 I / / _ _ - / / l i / / /BOC I // -/ vv A vv vv-� 'v l ) I I I''I' �IA�� :::\ / 1 11 1 I /I/ /� _ / / \ \ \\\ \\ \\\ � EXISTING SANITARY SEWER AND ` / / / v AvI A f 1 / / / / �/ I I I I / / V A //// / // % / / /'� � 6 / / / / / / / \ v A v VAVA\VA\ \ �� a` at / / / / zo / / ITARY SEWER EASF�MENT / �� • I l A I I ( // 1 I 1 I I I / I I \ ` / / / / / / / / ' / m I i / / / ) / _ / \ I I I I (% / / / / / / i m \ \\\ \ I \ �I)11 �/ / r / / / / / / /�� / // I II I I 1 / / / / / , / I, / / I. a y / / // / / A / I vv /// / / / / v ' / / I I I 1 I I /( i///////�/( I I l / � A / / _�__ / ' /_- V / / �� / / / / // /PROJECT BOUNDARY(TYPJ III I I I I I I / / a M / // / / j A I \ / �/ //// % / / / / I I /\ / //,/// -/ /////l / / � fo l / / IIII II ; C � � ,/ / / / I I IIII 'III / 1 I I / 11 I I / ------ --- / %_-�, \ \ I v \\ I f / % / / �/ v�-/ // �11 / �� .,.' ,.`I�Vr / // 111 IIII / / l I I I / / � ) / 1 I 1 i 1 - --- / / //-,V A\v v I,� //i / / / / ////� � VA ( ,l l l III I / v l / ( //// I v v , / / ////, /// // \ I _ / / / / BLOCK 6/ / / \ \ l I I I I / / / / - J / � - - - - -- - -- __ - - - / / �///// \ - / / / / / / / / / I I 1 -, .' / ALBEMARLE COUNTY / / I I / /// i / \ V I Na //� /� / \ \V l\ Av v /// / \ \\ / / / I . I / / / ( ( \ / �• / //i /iir -- // / / //l/ 1 �� 1 1 I I I / // // v v I I I I -- -- // / — \ 1 // /// / v � — / / I _, ' \ /MANAGED STEEP SLOPES I / / I / / _ I A / / / //////� ---- / / / / 111 �/ # l / 1 / I I , I I I I / / / /v v v / ---- _ // /' / / / '>. N \55].25' / /// /// \ _- �/ // / l l / P I / J �t / �\ l ' I I I ( 1 I / I / / / I I / / \ \ - \ \ \ \ -. // / / I I i � / / �'v \ was / ////// - � / AV A I 1 / / // / __� v ) I 1 I 1 1 \ � GENERAL NOTES: A \ VI �"�; \ \ / / 5s,� B . ` \ //m/ / ////// / v v - / / / / / J �/ / v A 1 V I \ \ \ 1 I I I / / / I 1 /I \ zs�, A / // // // v� v - 7y l / t ' - `', A \ \V AV l I \ V / / / / / / 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID \\ A / r/. v 1 �i / //i/i / v // / / /I / / // vA \ v v vv� l V l / / / v / //i// v� - / / / / \v V \ \\\V / / / I� Av L-- w� lull///////��/%/ /� ` v � � / / / / / / (.y"/ / 1 //j /� A) S VA\ \ V A A A \ \A V 1 1 I 1 i / / \ / / / X / I I I 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM VA \ �01,q� �~� / IIIIII jllllllllll �I�/ - - - l \v v v A / � / / / - - ) I - HE / / / / / / / // /„/ // \\ \ \ \ \\ \ I I 1 BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR \ \ \ //�// / //�/ �!l�� \ \\\ \\t(l \\l / / _\ 1 III I \\ r.' ,, ' -BLOCK 2 - - _ - / // // //' _ ` I \ \ \ \ \ \ I I \ `, / / /, // / I SOUTH RIVANNA DAM WHICH IS A FEDERAL DAM LOCATED '' \ ( / T / II III \ r - / / / / / l/f - \\�� I I \ l\ / /� // / \ \ I /I I 1 \ \ /// /.# ., \ I IIII \ I � --/ / //`/ / / /./// // // ////--'� � \\ \�\ \ //j/ j ) I fI��� \ - - _ / / \ / J / / f l / / / / I - UPSTREAM OF THE PROPERTY. � / \ / ,� +`i_ j , �'kww e .1 j:, - �\ - / f� / / / / / / / �/_ % /. �// /// / /l /(\ I / / L I / / / / / / / j" / J ^ - \ I l , l l l I \ \ / � � 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. \ �\ \ II \ ` / - /III J J I (/ y //// // / / - / / / / / //- - / / / \ 3. BEFORE BEGINNING SITE WORK THE CONTRACTOR SHALL / ��/ / \ � //// / / _ - / \ A //// / / / / / / / ll \ w limb\ \\ \\ - \ / / / / / / /. //j/ /� / _ - / / I I \ i J INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF A / -- / / // l/ // / / ///// / / =_ -rf//It 7'00�/l // I ////// /� � // �i///l//I � /// v , / �\ \ \\ �'' Vv - - / �// f / n A // / / / / `�///�/ // // / j /,-`_—_ _�- � ��// / / / a� ( / / / /, / \ / A �\ v - UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, I \'_-p// / / l \ ,fit 1 / / // / .— _ — — _ -j// / / // I / / / � / / N / /\ / /// 1` \ \ — J — \ \ I I I \ \ / / // \ / � � _ - / / I \ - �-�/' \ l 11 / l// / / / //�/ / / /// / / / / /z / \ / C \ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE \ / BLOCK 3 / // / \ _ I \ ` .r / / / / I I I (1 / / / // // / / -_ - - 7 � // / / I / / / / / 1 I / / I \ \ - - CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION \ ////// \\ \\ \\\\ / I .0 // I\ // II I /////// / // - - — / / / /// / / / \ I \--/ \ ( \ - v 9 l - �_// I / I \ // \ \ \\\\ \ f ` / / I \ \xl_ I I I I / (/ / / / �/ // // / / / / / / / / / / - j AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY _ \ \ 4 \\ V\\ \ \\\\ L / / I 1 / / II I / / �/ I - // / 1� / LOCK LINE TYP./ / / / / / I I 1 \ - - - / / SEWER, STORM SEWER, AND WATER -SERVICE PIPING; :.� \1 l / I �/II 1 I \V� l / / / / / / \ v v A \ /// A A vA,A! \\ V A �/� / / / I I V / / /, / I \ \ // / / / / / / / // // / \\ \ A v A / / / / UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE v - /--� - _ v / VA A / 11 V 1 l / / / / / / t v \� �� / // 1-� A \\ ��,� /, // / / / / / / / / / /_ \ 1 v / ,V A \ ®„ \ 1 A V � - / _ // �/ /�V A / A A\ I v CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED , //� / \ \ \ / \� / / // \ \ / _ - \ 1 I / \ ALBEMARLE COUNTY I I \ / / /// / // / / ` I I / \ ` \ \ - - / / ( / �/ / \ / I 1 \ \ // � // . 1` I� l ( / / / I 1 I PRESERVED STEEP SLOPES / / ,I* , / / / / / - / / / 1 I \ \ - , - - - / / - / TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES \ \ \ \ I / % �°" / I \ \\ # / '� / I I \ / / \ / / / // / / /r / ° / I ( \ ` \ ` - - - / /' / SERVING THE PROJECT SITE. / \ / \ \ \ A \\ ` / I / /��, �>/� . / ��- �0 1 \ \ \,\ / / /IF / / /) 1 \ \ \ \ � \ \ \ j � � � � - - � / / / / / / / / / b � I I \ \ _ _ - / � / 4. CONTRACTOR SHALL VERIFY SIZE TYPE &LOCATION OF EXISTING / / / __ \\ ;.�-\ \ II\ \J// ///a\.// I/ ®\\ /yam+/ / //I\ \\ \ 1 � 1 \ -�//// ///�/^„ l I I \ / \ \ \ g \ ? \ / /// ///// p0 / / // / // _ / / l / / / g✓ / / / 1 \ - - - - / / / // , �i - 1 \ � — — '' / // - WATER LINES ON THE SITE. / / \ \ 111 I/////�j/ko , // //////// �\ ®�\ /// / ♦ \\ 1 1 1 \ \ \ // / / /,y 111 4\\ `------- / / d, /i / i/ ��/// / I \ � / v' / r I I I I I \ / /�// /////// /io,/ / / //� \ \ /I �tl I /// //// / // I \ 1 \\ 1� 1\1 1 \ _ / / ////�i ,/ II \ / ) /// -I // / // / / I --.\ /i /,/ // 0 // �// \�V-./a0 / ) / // / /// I 1 _// // / II\, \ -- --'� ////i J(// / // i(//// 4 �Na \ /ii�l,//�//////%a'/i/�i, //ice /- 1 W// / l / / / / / ) ) I I 1 1 I I \\ / /// / / / I\ \ \_ — _ f/G-� / / / /j//,ii/ 1//// / / /) / 6 / /i/- �/ / /// / / / /� , , Q ♦ 0 l' I / EXISTING LIMITS / / - / / / / / / / / I \\ \ % - - �� - / /< / /i / , V / I / / / / ////�_ / ///// ° -//i eel / / / / Pl /// / / / ) - �/ / / / .. \ � /-��- — /1 / /�l,\ // / , / / / ///// /- -/I/ / /// �� // �'�i' i EXISTING WETLANDS (TYP.) '� ®/ / .1,N I / OFTREELINE / / - ti / - / / / / l - / i — _ % ) / / IIIIIIIIIIIIIIIIIIIIIIIIIIIIIi / /,/ / //--/ 11 , e'er° "/ ® /I / II II /_/ / / / / _ -- / �/ / //. i�/=--_ = //�li 1 dl \\ / / // / / I ///��,—/)III I1 �� l � hI / / ( - // / /: \ < V v , y�� % //// _//I II �;i�l /// / / / 1J'I. 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(MLLINSIZ Lic. No. 035791,' P 2/5/21 "Ad z O k Z Lu co O o _1 Z _1 o �" Ln r L z w W ce r W N O N 0 N a ce a z LL Z 1 0 PI r'I �— T--1 0 66 0 r-1 z FI (1) PI U w co J 1--1 0 0L ca w t w w Ln JOB NO. 182150 SCALE 1 "=100' SHEET NO. 4 0 6 c O O w� XISTING STREAM (TYP.) PROP. 12" \ CULVERT \ I wow .. -------------- �-� -- SIGHT DISTANCE=50 -10 PROPOSED STREET SIGN tv OPEN \ �S���\ PROPOSEDCG-12(TYP.. \\LOT43 SPACE \ ���0\ tiF 5LOT \ �s�\ PROPOSED SIGHT DISTANCE EASEMENT AT H LINE- E�T 6PROPOSED GREENWAa`s% LOTPROPOSED SWM FACILITY 4'c ° 2BLOCK LINE (TYP) & MAINTENANCE EASEMENT '' d / \ SJ\\\ �PARKING ALLOWED ON v'sTHIS SIDE OF THSTREET °- ° p FJ \)�\\\ NO PARKING'SIGNS TBE PLACEDVERY z 0'ON THIS SIDE OF THE STREET/PROPOSED CG-6 CURB (TYP\/0 \/��//�� xa1�\,PROPOSED CG-9D ENTRANCE (TYP. S° SS s , j _ \\ // LOT \ /� aG9�C9��( PROPOSfDSTREETSIG W \ \ PROPERTY BOUNDARY (TYP. -IIE\ 10 P 3 \ ✓ / f \ ?may yoga \ \' • / / �xhO° Fia , / m = \ 9F\ = Ile \ ps-IIEi / / f \ `sF �i/ y� 11k I I m V cn - T��� 00 I PROPERTY BOUNDARY (TYP.) / LOT 90� �o\ ry°J e 1a / t - - " �SFM' y 1 ' 1 ICI f � \ \ J\ / f z �'aT iT64•� �\ 9C�nglpq�� yw 1O Y \ \ 25R I = lH PROPOSED GARAGE (TYP. / / p s \ III _ ':: / �o / EXISTING PRESERVED = \ \ STEEP SLOPES (TYP.) w= \ II \\ \\ // /f PROPOSED STOP SIGN EXISTING loo-YEAR FLOODPLAIN (TYP.) I Ile \ , / 10 �� / I mull lil PROPOSED LOT LINE (TYP.)�' \ \ j / f/ LOT , " ° 700 /Ix th5 / I I I slI=III \\ PROPOSEDGARAGE ulrm v 18'x20' MIN. (TYP.) = \ \ PROPOSED CG-12 (TYP.) 4 / PROPOSED CG-ii E TYP. ENTRANC �9 Go / _ I o // I 1I IIle PROPOSED 5' CONCRETE SIDEWALK C I I { \ PROPOSED 6' PLANTING STRIP I i'llluillll r \ PROPOSED 4' BIKE LANE (TYP. EXISTING PRESERVED Im-- STEEP SLOPES (TYP.) ° Hill- 11 / W /W ° \ /' � I I PROPOSED SWM \� ° / FACILITY'B'- 1W W � I y111� / yv�✓/: ��e �y / / / WW W . WWW III . WW WWWW III :. = _ .. II ll ) W I Ell,-III l 1, III mu l W w lu 1 / ROPOSED CG-6 CURB (TYP.) / . � imull=llii 'awl"� will , x1• � / f -- �W GRAPHIC SCALE amll - , / 30 o i5 30 60 / IHE -IIE l m PROPOSED GREENWAY (TYP.) N = rm 11 yh IN FEET x X ( ) {{ III -- I=_ITI 1 inch = 30 ft. ^� w ° II'ui(I ui'llu alai \ -I Uri l fl H 11 PROPOSED 5' CONCRETE SIDEWALK , \ V� 7tiu V uo x _a \ I�I� In- - - _ IIII W�WWy ° \ = I_ III -I = L PROPOSED 4or ' BIKE LANE (TYP.) / 0 0 x I / PROPOSED SWM FACILITY w � & MAINTENANCE 4EASEMENT OPEN \ W I \ SPACE �W w - �° �W 0° \ f PROPOSED 6' PLANTING STRIP A q I I \\\ 32F/p 61..'. ! \ \ PROPERTY BOUNDARY (TY� P. \ \ \ \ \1 ,� � �- � o, W/WWWWWWWWWWWWWW WI v 30' PO GROUNDS CA B FF R .,� .• /W W W W W W W W W W W W,f / PROPOSED STOP SIG s O // �� W W WWW W W WWW®WWWW I 1 w w w '" w w / s ° PR PO OSED STREET SIGN /' I w_ EX 30+ N .n \ PROPOSED CG-lz (TYP.) Pl GROUNDS \ \ VARIABLE yyIDT WOAD H PUBLIC R1, +° _ SEE PHASE 2 POLO GROUNDS � �) ° OAD EXPANSION PLAN FOR ENTRANCE DETAILS. 7 \ �W WWWWWWW WWWW W W . WWWWW W i ,ST��,,\ ISTA F,�\ ° SOP, 1 LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) 1 5,068 3,327 42 4,534 3,375 83 4,263 3,078 2 4,864 3,162 43 3,140 2,599 84 4,271 3,087 3 5,984 4,044 44 3,072 2,532 85 3,141 2,601 4 5,048 3,303 45 3,055 2,515 86 3,119 2,579 5 5,031 3,289 46 3,953 2,832 87 4,886 3,623 6 4,826 3,125 47 3,885 2,768 88 5,398 3,611 7 4,915 3,196 48 3,030 2,490 89 5,146 3,410 8 4,793 3,098 49 3,030 2,490 90 4,881 3,190 9 4,752 3,065 50 3,030 2,490 91 5,044 3,326 30 4,706 3,016 51 3,666 2,598 92 4,971 3,266 11 4,588 2,931 52 3,662 2,594 93 5,137 3,417 12 4,710 3,017 53 3,030 2,490 94 5,818 3,915 13 4,835 3,134 54 3,030 2,490 95 5,248 3,467 14 4,753 3,079 55 3,030 2,490 96 5,762 3,893 15 4,845 3,152 56 3,030 2,490 97 5,589 3,765 16 5,525 3,631 57 3,661 2,594 98 5,497 3,629 17 5,648 3,741 58 3,661 2,594 99 5,917 3,942 i8 5,825 3,813 59 3,030 2,490 100 4,276 2,653 19 5,587 3,666 60 3,030 2,490 101 5,622 3,678 20 5,696 3,757 61 3,043 2,503 102 5,465 3,613 21 5,739 3,797 62 4,602 3,354 103 5,507 3,646 22 6,455 4,431 63 4,483 3,308 104 4,691 2,983 23 5,357 3,509 64 3,330 2,790 105 4,608 2,990 24 6,401 4,405 65 3,336 2,796 106 5,210 3,522 25 5,421 3,582 66 3,288 2,747 107 4,708 3,066 26 4,640 2,920 67 3,189 2,647 108 5,970 3,924 27 4,449 3,273 68 4,042 2,928 109 5,877 3,850 28 3,644 3,103 69 4,904 3,603 110 5,529 3,573 29 3,664 3,124 70 3,069 2,529 ill 5,322 3,441 30 3,685 3,145 71 3,052 2,512 112 4,955 3,152 31 4,486 3,310 72 3,083 2,543 113 4,862 3,122 32 4,183 2,694 73 4,019 2,886 114 4,434 2,831 33 3,045 2,490 74 3,855 2,752 115 4,472 2,864 34 3,041 2,490 75 3,083 2,543 116 4,401 2,798 35 3,037 2,490 76 3,095 2,555 117 4,482 2,861 36 3,810 2,715 77 3,112 2,572 118 4,544 2,908 37 3,852 2,759 78 4,089 2,943 119 4,589 2,946 38 3,125 2,585 79 4,178 3,006 120 4,523 2,897 39 3,173 2,632 80 3,079 2,537 40 3,213 2,673 81 3,077 2,535 41 4,331 3,171 82 3,112 2,572 SCOTT/R. On-LLINSZ Lic. No. 035791 11h, P 2/5/21 sv�� z O J ..ww a V/ u Z w o v) O z J O Q u H w W ce L9 z W ul Z v, ti M C'7 N M N C:) C)7 Lu N J J U) Lu U Lu C0 LLI Lu Lu C] C:) N 0 Q w F_ F JOB NO. 182150 SCALE 1"=30' SHEET NO. 5 Im SCOTT/R. CaLLINSZ Lic. No. 035791 P 2/5/21 sv�� z O J V/ u Z w O v) O z J O u H_ ^� L Z W u � `^J I W ce Lr M z M Q CV J ® M i CV Q O O ON CN CV w > 7Q LU J Z J I� > LL. W u0 Q C6 0 z 2 U Q LU � U cl) O w m LU J LU � J Q o N 0 LU r. F- JOB NO. 182150 SCALE 1"=30' SHEET NO. 6 / w w w w w. w w J w w w w 1/w w PROPOSEDGREENWAY(TYPJ w w w 1 G PROPERTY BOUNDARY (TYP.) PROPOSED WALL 93 A\ G 141 J; F �, J.. IV J/ w- w w w w w w N m tP (MAX. HT. = 3') w w w .. w w w 4/ w w .v. w w w w w w w w �I— O tP PROPOSED TYPE III BARRICADES & END OF ROAD SIGNAGE EXISTING PRESERVED \ �, y\Y /PER VIRGINIA WORK AREA PROTECTION MANUAL ESERVED- rm, I WAN 31 W--Mh� EXISTING PR' hqhwlhh,, I 6' PLANTING STRIP SCOTT/R. CaLLINSZ Lic. No. 035791 .1, P 2/5/21 sv�� z O J V/ u Z w O v) O z J O u H_ ^� L Z W u 0� `^J I W ce 0 PROPOSED5'CONCRETE SIDEWALK M M N J M � Q N Q PROPOSED y' BIKE LANE O Cn O N i Q J J I —I L L- > W H e I� ROPOSED CG 6 CURB (TYP.) Q 2 U 0 Q ' ' ^ �2 V Lu `, i Lu U In O ROPERTY BOUNDARY (TYP.) MM W z L W J w � J Q o o O m N Lu r. F— JOB NO. 182150 SCALE 1"=30' SHEET NO. 7 PROPERTY BOUNDARY (TYP.) IL W W s� o 30OL GROU DS 77UFFER �W W . W. W. W W W W W W `. W W®W W W GRAPHIC SCALE / / ys W-W W w W w W / r y1 O / ,! / .� W .� .� .� .� .� I I W O / W . . W o o a5 a 6a S W y W w PROPOSED 12" 45° BEND W -- - \ W W W W W W . W .. W W W W "�J ( IN FEET ) W 1 inch 30 ft. SEE PLAN FOR 2 POLO N OFUNDS WATER AD EXPANSION � � \ p / .. LINE EXTENSION \w W�� POT 0 PROPOSED 12 45' BEND TO L \ i j OLO GROUNDSROAD .• GROU N DS ROAD WATERLINE EXTENSIONVARIABL ooWIDTHPUBLIC R W +o — �--_ \ \ \ OO \ Q P I' q EK GUARDRAIL \ \ SCOTT/R. CaLLINSZ Lic. No. 035791 P 2/5/21 sv�� z O J V/ u Z w O v) O z J O u H_ ^� L Z W u � `^J I W ce L9VJ Ar 1 _ M z N Q J M U� 0 N Q O w O O� N w > 7Q Lu J Z J I� > LL. W u 0 rl J zQ _ J C) ,--I H Y L U In O wLu m J C w � J Q o O 0C)C\l u w F- w JOB NO. 182150 SCALE 1"=30' SHEET NO. 8 It I SCOTT/R. CaLLINSZ Lic. No. 035791 P 2/5/21 sv�� z O J V/ u Z w O v) O z J O u H_ ^� L Z W u � `^J I W ce r M z M Q N J ® M i N Q O ON O CN w > LU 7Q Z J J I� LL. > W J u 0 rl _ zQ J H Y U) LU � U cl) O w m z L J w � J Q o o O m N LU r. F- JOB NO. 182150 SCALE 1"=30' SHEET NO. 9 w w w w w y w w w w w w w w w G\ PROPOSEDGREENWAY(TYPJ —� m �. w w w w w \1, w w w w w w w A\C PROPERTYBOUNDARY(TYP.) m � s �, .t; . w .. w w w w -- w w- w w .i, w w w w w w ?0 ��l O U1 EXISTING PRESERVED w w w w w w w w w w. w w STEEP SLOPES (TYP.) PROPOSED TYPE A \ \ Z m BLOW -OFF ASSEMBLY w w w w w IV � w w w z / Z PROPOSED 20' ACSA 14, w w w w .. �..\ \: LOT- SANITARY SEWER EASEMENT : 107_11 a 7: II: F_F9: MiLl1k9q 12" DI WATERLINE ROPERTY BOUNDARY (TYP.) " 1 _ _BLOW -OFF ASSEMBLY \ 77 / _ t: J f %�� /� /: � / ,'. PROPOSED FIRE HYDRANT w �. w `. / / / l l% / 1 1 11 LOrl T L II 11.' I �II 3 I �II ASSEMBLY w/ia"x6"TEE qq 17 � WLT �id migh"I NUN SCOTT/R. CaLLINSZ Lic. No. 035791 .1, P 2/5/21 sv�� z O J V/ u Z w O v) O z J O u H_ W u � `^J I W ce 0 r M Z M Q N J M i N Q O C O CN N w > Q J Z L J I� W J u 0 rl _ zQ J W H �2 VLu ` ,/ i Lu U lfl O w m Lu J w � J < o Q o o O m N Lu r. F- JOB NO. 182150 SCALE 1"=30' SHEET NO. 10 ��/ 400.67 fFAER FFE / / / / /NLOT_— --rI�\/I�1 I1��/ II I_I -I II I I s-I��\�IIII I—wII/_IIv_/I/ I I�//Y/ /4/G�_I'/ I1l,/� 1�w//��/ /// �/ 1 I /c/\/l �lI _I 1l /I\/\V/�I ( //I / \ l_I / / I /—v /I_/I \ v /\/ I I 1/ /_ 1I//-/A•1 r 1/I —�I\' / v/- 1/I�j1i\, ,,�//' �\—\1 �//I I //I \ I//=\ III-1 �� \�I/I vvII•I� /I / \ IWI/ I A \_— l�_\F/—w/ 1 _— /— __/_I C—// —; I /�r—_I .\I —_I1 —//\ _ /\I d _ ��I A _�I .\\ II w _I_—�IWvWwy / ��, ,I/IIu> � Iy I � —� Wy 1. Ia , —\�tiW � - —.II/�� ywI w— !I\ O�u P/AN °EI°N E➢T /�\/ -�II AI\-/ �\ vV/ \\� g\A��Iam IIII I�I Isl �.. A- z4�gAI,I \��d�,V\ o. _�s �� \A� s�V oI°/ ,6 .A o � �✓\3 ��_,�4033 66 -/u" �3/ �g ,S' 8°�\'/ \3/ _ �fB/i\3FS\EM/�TV,�5�E,,„/LSx/-vO.�2i, � fT/ �l/�/A/ r.\. t /�1����f�° '�/ �•�j ./�/ ;A�8�3/,!- W`WWW�4°�g� 3 /03 SPACE 1Iy � � \ / /f fulLlc mat MNNJY' LLI �OOoUCQQJJo+NDCS � Z PROPOSED GREENWAYTYP.} 4 LOT . . 035791 COTT PROPOSED SWM FACILTY& 44 1.00 FEE o \ 42 \�MAINTENANCE EASEMENT2/5/21 YARD DRAIN SYSTEM w/io'PRIVATE DRAINAGE EASMENT � O4!b O / Op L397 SEMENT OTE:SLdPESGREATE TAN3i SHALL BE CANTED WITH NATIVE PROPERTY BOUNDARY (TYP. STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION c ti�SEEDSATA RATE OF6o LBS. PERACRE, OR i LB. PER 31 SF. P iJ6% ERTYBOUNDAR. 40 395. 396 3 �oa ul L EXISTINGPRESERVu STEEP SLOPES (TYP.) m 7 M// ///// ///lzp3gO EXISTING ioo-YEAR FLOODPLAIN (TYP) 1'O / m LOT 0 4// PROPOSED io'PUBLIC DRAuu EXISTING PRESERVED STEEP SLOPES (TYP.) PROPOSEDVE TSTDCLAAPOTFALL PROPOSEDRAINA w/ GEOTEXTILE FILTER FAMENT 8'D(L=zo', Wa g', Wa=, 2.5w P� SED SWM I AUUTY'B' � PROPOSED VDOT STD. � L9 -IEIt / o m XISTING STREAM (TYP.) PROPOSED GREENWAY (TYP.)ox / c IZ / // / / I w cQ6 �I %` / >/ U w Q - oO( as PROPOSEDDRAINAGESYSTEM U TIo<z,o_ Z OPEN SPNw o 356 QU c PROP12" PROPOSED SWACILITY& ul CULVRT MAINTENANCE EASEMENT w Lu 'PROPERTYBOUNDA�3 J w � o OL N. .... OR � Q cD — CD w s �APIIC C\GALE6aaD EX STo w� TIE-INTOEXISTING r POLO GRp��.Lu RO JOB NO.THp STORM STRUCTURE VARIABLE ITHr�° BIICRo— 1H21SO SEE PHASE z POLO GROUNDS ROAN OR PROPOSED POLO GROUNDS ROAD \ \ \ \ EXPANSION & ENTRANCE DETAILS \ \ \ \ SCALE - \ 9 EX GUAR 1 -30 u— ISHEET NO O 3 / PROPERTY BOUNDARY (TYP. w \]PROPOSED RGRG EEENAY(TYP.)T w � w PROPOSED WALLL, w w w w i w (MAX. HT tw PROPOSED WALL 4128W O MAINTENANCE EASEMENT _ v _ w .. / 413TW4 -\ s i / / / EXISTING PRESERVED�Y 411 BW PROPOSED WALL: w w w � w i �� X - / PROPOSED SWM FACILITY & / _ / _ / MAINTENANCE EASEMENT / 2 % w/ STEEP SLOPES (TYP.) / k / MAINTENANCE EASEMENT LOT- PROPOSED GREENWAY (TYP.)� / PROPOSED WALL / O W \ W /W W / w (MAX. HT. 6') / .� / �n w w w� w / .. 12 / w w w 38oTW .:39z TW w w .-�0v 2}+qu w.. w / w w. w. r / J' / y ...�e5 w. w lz i �. /\ 00_ ATf S I 74 BW 380W; 386 BW YL / / `w %�� \ LOT 433.67 w w w w w 38o BW 398 TW �0 .vim. ! w. w w w w O PROPOSED WALL TW - 119 4 z.do GA ke 4�3.83 �, w w 438 �. ..394 �, 390 TW 94 BW�3g6 Y -w w �, .. y w /�, �..,.. - / 43 _ (MAX. HT. = 6') sz Bw 3sa gw g gyy I 3 1 / w / - -%- - 90 BW TW / ? �pN /w X I OT 67 GAR 42 .83 B o y6+5o 6 BW`4399 TWd,.J'_.. / /- \ \ k2 118 FFE_ '1 ".. z •' \\ 1 ( so r - -n / 399 gw 4 O BSAA ` _-s _. _ .5.. % \ � s746w �L \ 1 \ LOT z do GAR \ f _ yra*00 4. w i3 nv , 4z7,. \-'-,' ... � .. i5+5° 398Tw J_ --- -- ,- ..LOT i 1 . B� \ \ ;� w : 3 � � / 6 BW / ` � � � 4 � \ .% I ,\ - \ ., _ / Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Prmided (feet) 47 30 16.0 36.5 38 49 30 15.5 35.5 38 51 30 10.0 24.5 26 53 30 9.3 23.1 24 SCOTT7R. CaLLINSZ Lic. No. 035791 11h, P 2/5/21 sv�� FF 66B o \ �' � \ ,- .. m � z o,/y-` �S �00 ---. -LOT-- ' ,I/ � BSMT / -- - � � : - : , . , :. y5. � -�° .-�; 68 I .. / a LOT \ /+34 3 - - LOT - I �' � I I. ✓ / `,.\ «... ... _�. k V/ � .. 41233GAR 112 I z GA.. o c� 41 .33 GAk LOT - I - - 5-4 7 \ - - - + o - - - - ., a u -1 6 Bw 1 , o FF- m m - -III_ 4 3o - i :qo FEE y OT \ 2133 F - PROPOSED WALL _ �4 �- lie- -3: 7$SMT 4 11. $SMI \ n i. 6 A s mow, i y _ _° / (MAX. HT. - 6 } \ / 4�.17 65M 1- 417 o GAR 4 a �- w =.. / / z (� / 14 67 GA / \ koo 3 . O o F- - - \ir 41 .67 FF W lil- R PO DSWM ti m / z/o I I 15 3F,FE- 3Qib�,- ,' 'ni .. � YD_ : � H i- -MT I : � 66 . - - 4 / .. z w o Lu .. � � 11 - - A I ITY m m / 4 o GAR � � t4�0< I /405. o$SMT _ - t-_ _.. \ - � �-._ a Lu � -ud- m �r 4 7 / z -• +5 � - PROPOSED iz HDPE YARD DRAIN PROPOSED zo PUBLIC H . 11' u r--� \ � / � - - '• - 3/0 I - 1 - , . ./' c ^" 3 DRAINAGE EASEMENT 1 w/1o' PRIVATE DRAINAGE EASEMENT. 0 9 PROPOSEDzO PUBLIC v� t - = I /oo a/ DRAINAGE EASEMENT o ii,i S o O-_ 3 PROPOSED WALL / :: '..." ,, � s s ..: t -. .' � � / y3 - . b3:- ' N � •. 1 f1T . o / MAINTENANCE EASE�/MENT / - / 6 , ' \\�� 8 3' � / -... ... ..._. ..,,. _ .- .,:. .- ._. y2+5 . .. }' :., ; •. � 2 6 G R...... /. 33 FF ROPOSED DRAINAGE SYSTEM 14 47 °_ 1 OPOSED zo' PUBLI nn r / l . i. 5 11+50 ,v• o T- �� Pam. .;: -u l 41 0o G l� - - +- - - P 11+00 - - o w DRAINAGE EASEMENT LOT ll 81TW z% + o --- - A „ 4 W N w ew 4 7 F 1 / f- w LOT 8f / I i % 10+00 � / � � LOT PROPOSED 8"HDPE ROOF DRAIN SYSTEM w/ + 10 L - ] - I - - zo' PRIVATE DRAINAGE EASEMENT N w o 389 ..... .- .... �.... . 3 ' N p Q / \ � • . ,. .:. , . � i - I _ - -4i .83 BSMT L T I I O. 1:0 o v� `+ 7; .. -w 6, PROPOSEDzo PUBLIC �I I 1 ` . -1 43_ O I 39oTW W I 384 BWI � \ I :: .. � I LOT. 11 ( � _ - - � - _ 1 4131.67 G R]z6 OA4iz.33FF OQ PROPOSED WALL \ I PROPOSED DRAINAGE SYSTEM - / PROPOSED zo PUBLICo _ DRAINAGE EASEMENT - - ,� \ - o . 1 (MAX. HT. - 6) I - I r 43 33 G"'R o� LOT 1G R II \I I + z.33 G R ro 7,50 L / 433.0 or i � I s, o- y a \ z% 18.1 F II Ni'43o 433.0o F 84 I- L , o . � _ Y I PROPOSED VAR. WIDTH PUBLIC DRAINAGE EASEMENT, °/d 14 7 II I � 4z .i7 BSMT 7f Wn I I SEE CHART ON THIS SHEET FOR EASEMENT WIDTHS. I _ JI / 7 \ �, �. - \m LOT 4ii:o GA / I - i� I - 1 LOT 3 N'I ; 1 � mI 39z 108 41i 7FFE -i II LAST , 1 W W , -III o0 86 BW 4 1.83 BSMT / / a/o I u I 16.5 C}A 1 \ / 5 ' -_ I �06 37a�°F E a E _ - / / L 74A > 1 M PROPOSED UNDERGROUND - - / 1 - - - - - DETENTION FACILITY '<` 41 no _ I �gb o OT II 1 - - 74g _ - - 3 M \ 41.6 FFE II _ �o- I I -1 - - w --1 s. - -1 w 1 - p7 \ 1 X / LOT 4 z.8� 65 ° - - - - �' 'I 1 5 �II - - - - 74 43z I 1 N 45 z 110 If� 4ig.00G R LOT 77 jl / 435 i ., , L 141 .67 F E \ Yp_5A � 436.33 FFE <.: I, - I r S ACE2 ✓ / I 05 / : 5°(° I I 6 ° 6 gz � I • ', I II /LOT 4z6.5o �S T 75 - I' � 67 FFE 43433 I Q . 11 ono , w 0 � 4 47 - l I 4zo,so GAI� I g1 vvi � 1 �'\ 42 : -- I 434 I Z U N Q / o J i B T ya ' ----� I I I 5/o Z Lug O PROPOSED DRAINAGE SYSTEM S I \ ' 4 33 o k. L _ i8 o I I ° - L Q > m O� O PROPOSED SWM FACILITY& I r � o PROPOSED DRAHdAGE SYSTEM.. � I --- I ;', Q3n. N MAINTENANCE EASEMENT \\PROPOSED SWM ACCESS PATH y 49 ; + r ! ° / / I 1 - - - °0 437 00 G R 82 vi p r N 8 /d U It %" y 8 /o i I - I a 7 37 67 FF YO 4s \ v m `V EXISTING MANAGED ,- --i `sz r-- ., 4z1.96 G R Y I o vri O w 4 11 � �� 48 III --'I � 'I � �I�i � �_: I - --- ,.� o ..• I I. �a Q J \ C STEEP SLOPES (TYP.) 1 , ? -` 5o w / r z1.67 FF 1 I I I f* O Iw O I_ •':. ...+ 3d / i 23.fi7 FFE w o LOT \ .00 r ,. n W XISTING ioo YR FLOODPLAIN (TYP.) __ l \ rz 7g ! I - - z �-- / \ ,83 B5 - - - - g6 � I - - I) - ' ' 439. o G R 8i L. � Z LLO 4 I I LOT Q :. 6 o J \ w 3 ,67 FF PROPOSED 8" HDPE ROOF DRAIN SYSTEM w/ I. 3. J Q N Q p PROPOSED iz"HDPE YARD DRAIN SYSTEM I I 43 J j W J i 10 PROPOSED VAR. WIDTH PUBLIC DRAINAGE EASEMENT. / o / �� ' w/ 10' PRIVATE DRAINAGE EASEMENT 9043 b7 FF ' . Q 10' PRIVATE DRAINAGE EASEMENT 1 ( `SEE CHARaT ON THIS SHEET FOR EASEMENT WIDTHS. � (.7v . � � .., ,. - = � 4 9�83 B o 43a �: :� 1 I '. (n 1 W y 1 I \ „. x� L I I I - 3°! v o I I W XISTING STREAM (TYP.) 400 rw LOT \ / QJ / ry / 154/0 / - - - _ - J d L } I I 1 w oo BW I �Q H % i I I _ _ PROPOSED DRAINAGE SYSTEM vo I ° 441.00 G R 0 I / 10 �p / 1 �) 4a3.00 G I I - - - o [- 8 0 441.67 FF I / � {. \ \ I o GAR / 67 F E I II ' - n I + / j O T� z ^ W. 6 rw ;: I I I I 7% 4. AR - b < 414.8gBSN I 4 I 1 •,� 39 ./ II I ... w 396BW 4oz I. i F I \r LOT I I LOT I - 4 I I g I .00 FE LOT - h ry Q Of / oo 9 PROPOSED GREENWAY (TYP.) �44z:oo AR 79 13 I 6 ® �I I ry N U o� /�' .">' 4ozT f - - - �- � � N � � L I I I �' 431:83B�w1T I I i i I 4\T 44iz 44-1:8_3 I� I �V/ / W ``ioTW ° 04o°_ Z� •/ � y' ` 400T \� /I LOT % LOT I l / 392 TW g BW 2OY \ y. -- \ / / yD_sg / 4 6. oFFE `%I l 4,4.67GA I / O 4 386 BW I � i \ / \ � o° s s , •: � / l� LOT 4 � cM >•� 444 .': � FF � L l .� \ \ � r � 9 I 8g I 4�y533 78 I I I / 3 / • ' PROPERTY BOUNDARY (TYP.) ALL PROPOSED W M j _ qo8 w PROPOSED WALL. �� y� � � / � I i / I / W W (MAX. HT. - 6') oz BW - PROPOSED WALL / h / /. I G�/o 4M+6.00 G R W (MAX. HT. - 6) MAINTENANCE EASEMENT / / / \ I o 46.67 FF I I / -- J / \ 386BW 4osew lOT / / � � // /i/ _ : + LOT / ° L i+y / J oAw 101\2/0 :.•. \� / �\ / // __ J 77 II I o F i H� o6 BW�\ \f -- / ROPERTY BOUNDARY (TYP.) PROPOSED WALL �o6TW 4z�4.67 AR � _ - \ � l\' / 1 \ r � _.�6 � e I �I I •t ry 3 / / -- I I .. ..i - --- ` (MAX. HT. = 6') 400 BW z FFE \ \ / ° 3 R / / / 4 . 3 % 446.67 G / LU / / � -_ � 4 5 3 � '3/0 � L T � � iLOT � 1 � 11. 3 I i / / J W 5 G w 408 Twr5.5 BSMT zPo f / 68 \ 44733 FF .......�......./../...�-------.... \ oz BW ;'. \ L. r/. ' I 1.....- ---- _ / � o G I LOT �� O o8TVJ� 4z4. 3 GA / / / / / j 44 6-FFE / I / - . (' - � PROPOSED zz"HDPE YARD DRAIN SYSTEM � -- a 4z5.5o FFE 1 76 / I 96TW �... 4041 LOT i .6 BSMT 1 '/ / , / / 4 8.8 BSN) - I - ' w/ 10' PRIVATE DRAINAGE EASEMENT / /QI� O BW 2)% / o J I / �- v _ 8. GAR j / �✓/ / O m 5 w 39g Bw . \ \ 1 6] r 44 7 FE n . � 448.67 FF o°O ' OPEN 9 /; 449 3 1 LOT L - 14 / / - - O N SPACE 400TW / / YD-SC � 439. BSMTI zyo / >' ,. I i' PROPOSED 12" HDPE YARD DRAIN SYSTEM N- 75 394 BW _ _ 3g6 BW 4 43°�.w/ io' PRIVATE DRAINAGE EASEMENT � - I � J 400 BwYI 44 67 / .. - -. U /.. _ 3 LU EXISTING PRESERVED - 404 Tw I )LOT 449. 3 GAR �� 3i� 449 33 F I /L i / F STEEP SLOPES (TYP) , -- 398 BW io Tw / 66 45 0o FFE \ LOT 3 . 4ioTW 4 44 i7BSMT o 3 _ 4oy BW_:. 407 BW 4zo BW i _ C�� i 3 / .. .,c I / 74,, I I / / ,� a to PROPOSED o' PRVATE DRA NAGE EASEMENT PE ROOF DRAIN SYSTEM w Iva- / G APHIC SCALE' JOB NO. ✓ �`-+% `PROPOSED 8 HDPE ROOF DRAIN SYSTEM w/ J OPEN / c�) LOT -449. 3 GAP, s % 'zo' PRIVATE DRAINAGE EASEMENT z ry / 30 =5 ao 6o 182150 NOTE: SLOPES GREATER THAN 3:3. HALL BE PLANTED WITH NATIVE SPACE /n 65 45 .00 FFE 7� 1 / SCALE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION 8 440, ' BMT EEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,000 SF. 43 5 % // 6 3 ( IN FE T > / / 1 "=30' YD G i % 45P 7 AR / l-ynch = 0 ft. 3 LOT [ 4$133 F 436 I / / SHEET NO. 449 3GAR 441:�6 MT LOT j �4 45 , oFFE / -> °< o.00 73 / I $ 13 / �2 MAT HLINE - SE S EET 12 l NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTON INSPEC77ON OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLE77ON OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED K17HIN 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 NA77JRAL WATERCOURSE. 4. GUARDRAIL LOCA7ONS ARE APPROXIMATE EXACT LENGTH, LOCAT70N AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECT70NS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECT70NS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7, COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECT70N DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD 7HE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 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 7RANSI77ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPEC77ONS. THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A VOOT 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 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN 7HE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM 7HE EN77RE 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 EN77RE EASEMENT. OTHER TREES AND VEGETA7ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD IN TERSEC 77ONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDI77ONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 7HE SATISFAC7ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO 774E PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED ME7HOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE TEMPLATE AND COMPAC77ON BEFORE BASE 1S PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 7HE SURFACE COURSE IS BEGINNING AT 774E COMPLETION OF 774E INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAM THE PUGMILL REQUIREMENT WILL APPLY. 5. 7HE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEP774, TEMPLATE, AND COMPAC77ON BEFORE SURFACE TREA7MENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL.ISQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY I RAN ,A'.r GL FnN1o,NI,Ha Ga 6' TVTTN 314_:i ANI) al4_:i IANI) TYPICAL STREET SUCTION - 61 ' PUBLIC ROAD R/1Y (EUSTIS ATE-PNUL) 30 MPH DESIGN SPEED (NOT TO SCALE) (R INTa...�s EaQ-) T14_':i ,114":i TYPICAL STREET SECTION - 54 ' PUBLIC ROAIJ R/#Y (NEIYS7E,4D STREET, LACONIA LANE ffARCELLA STREET, & ff,4RCELLA COURT) -95 MPH DESIGN SPEED (NOT TO SCi1LE) R(W 6' so wnu ANT NOTE: NO PARKING ALONG ROADWAY NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS. 'NO PARKING' SIGNS SHALL BE PLACED EVERY 3.5o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS SHOWN ON THE ROAD PLAN LAYOUT SHEETS 5-7. Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface IT a Base b a Sub -base h a Dp Eustis Avenue 2665 2 2685 4 4 18.19 SM-9.5 1.5 2.25 BM-25 5 2.25 n 6 0.6 18.23 Newstead Street 497 2 517 4 4 12.46 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 Laconia Lane 503 2 523 4 4 12.50 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 Marcella Street 507 2 527 4 4 12.53 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 Marcella Court 123 2 143 4 4 17.99 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 9.74 NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. BBVEAED UNITS mwlrxmzwcHEo 1AWER-FAG n -chor""Diamovd° X RLNNTORCBNENT CONNECI'[ON WX' oT io SCALE M ) I I 106°HI I V u MRCEMGNTLe G,,, I FO wm- R r R6 . �Anchol Diamond® 1:1 EXCAVATION OVERSIZNG WX SCALE: 39"=1'L' • ..anewnmew PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA770N MAY BE LOCATED WITHIN THE S7REE7S RIGHT OF WAY. A HJIOtTM D1amR M® X TYPICAL BASE PREPARATION WX (NOT r9SCALEI •-'•"""'••"'•"'w ALBEMARLE COUNTY CG.GD WIDTH OF ENTRAMI 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 CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY LIMTS OF PEDESTNPN ® _ _ _W" ® LINrs OF PEOEsrRIIN AC SS ROUTE ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE UNPAVED SPACE WIDTH �~I 1 RI NWTRAVERSMLE LIMNS aF PEDESTR 55 ROUTE CE55 ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE MOTION& RIGHT-UL-WAY IS Po:0 EO F THE NITS 1•-d^ OF PEDESTPoM ACCESS ROUTE EXTEND BEYOND EXISTINGR" OR PROPOSED VOOT RIGHT -OP W 111 PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS DNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT • A. a. PATH CONNECTING ALL ACCE551BLE ELEMENTS OF A A. CLEARING, GRADING OR OTHER CONSTRUCTION. HALF PLAN P'� FACILITY THAT CM BE APPROACHED. ENTERED AND 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, USED BY PEDESTRIAN'S. SEEDED, AND MULCHED. W IF PEDESTRIAN ACCESS MUTES ®ARE BEING MINIMUM4' TRAVERSABLE WIDTH I5 PROVIDED, A MIN 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 REQUIRED WITH A MO.2X CROSS SLOPE. SECTION B-B VERTICAL). WHERE REASONABLY OBTAINABLE, WHEN USED - CONJUNCTION WITH 0 LOR CGT, LXE WRB FADE ON THIS STANDARD CH THIS oMADJUSTED Is ra BE RQ MAT THE MounrMLE cWe coNFlcuregrlaN. g2'-0"HORIZONTAL: �--y LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. unPAv.D sloEw&K SPACE PARABOLIC 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE ® CURVE ® IG REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, NORMAL OUT TER s- s, ^- G4 -- ---------- z x OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO .e, •x'Y.oS oQ^Q4A" ` `` MDx TO OX CHANGE STABILIZE A DRAINAGE CHANNEL. e' RRoR6R•" "R6Bg` I SECTION C-C 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE 8" AGGREGATE RISE TYPE ISIZE 26 Wass A3 INEs.D GONE. p•.0•• VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. S0" 5'-0- ® MINT OF MADE CHANGE ��'� 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE 12X MAX. SLOPE FOR CARS AND GUTTER REINFORCED CONCRETE PIPE -CLASS Ill. FOR SDEW&K WRB No GUTTER x x 12 X I, ' INcreEA.ff IN MOPE AT MINIMUM 1p NTEBv&s x i x . X MAXIMUM DECREASE IN SLOPE FOR FIRST WINTERY& AND 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION BUILT GONCUNENTLY SECTION A -A e x MAXNUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS MUST COMPLY WITH OSHA STANDARDS FOR THE SECTION D-D CONSTRUCTION INDUSTRY (29 CFR PART 1926). XVDOT STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE ROM AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 502 203.03 I OT/15 VIRGINIA DEPARTMENT OF TRANSPORTATION TOP 01` ­7�N 4� CURB _ anunuunuuuunuununuununuununuun I • IIIIIIIIIIIIIIIIIIIIIIIIIIIIII • • I - [:r �W7i .. Yi .';I�!YB : � !YIN : � !Y• :;i-�Yv .. F • I• ....i.i.i: • •. JB u»i - o 1° 0 i TRIP GN�iAT1QfyJ ono-- - ,� O e 000 o 000000° -A.. 00 ee G:> e °o o _ GOO. ° - ---' - w w � o ° a e I P � ' o l L ` a' N=' --- A 1 I ° _ oo_ P J/ I e J lI o o ° 0 ° 0 e ° P o o I/> I ° e° e ° \\ o 1 III o o o e i III II ° o / IT/e II\ o o IT \ P IT - I i / SUBGRADE ` 4" 21-A STONE BASE o° ULU GRO ' T /57,/88, OR #78 O UND STANDARD Cr-6 STONE BASE UNDER CURB & ASPHALT PAVING - ROADS CONCRETE SIDEWALK CURB & GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKFILUNG. - NO SCALE NO SCALE / CC-12 NOTE' COMPOWNTS OF CURB MAPS CONSIST OF THE FOLLOWING, CC-10 NOTE' COMPONENTS of CURB NAMES CONSIST OF THE FOLLOWING' HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS HYDRAULIC CEMENT SIDEW&K (WPTH IN INCHES. AREA IN SQUARE YARMI GENERAL NOTES DETECTT aE WAARNI G SUURRFACERIMER IN LINEAR FEET) YARDDS) GENERAL NOTES: DETECTTAABLE WARRNING SSURRFAC°Eg1ACREA IN SQUARE YES) Y EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD DETECTABLE V EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM MD SHOULD 1. THE DETECTABLE WARNING SHALL BE PROVIDED B TRUNCATED OOAES I. THE Df fC ABLE WARNING SHALL BE PROVIDED B TRUNCATED OWES. 9E SUMMARIZED FOR EACH CURB CUT RAMP, BE SUMMIRI2ED FOR EACH CURB CUT FOR 2. DETECTABLE WARNING SHOAL BE FROM THE NOT APPROVED LIST FOR 2. DETECTABLE WARNING SHALL BE FROM THE NOT APPROVED M LET FOR 510EW&N SIDEWALK DETECTABLE WARNING SUFMES. Pfl000CT5 NOT LISTED SHALL MEETETECTABLE WMFNC SUFMES. PRODUCTS NOT LISTED SHALL MEET RAMP 1Y1 MAXMA% RAMP pa MAX F -1 40:1 MA% T F PROVISION 40:1 MAX THE REQUIREMENTS 0 THE SPECIAL PROVISION FOR CC 2 DETECTIBLE THE REQUIREMENTS S 0 THE SPECIAL FOR CG-12 DETECTIBLE WARNINDESIGN AND SHALL BE ROVARTED TO THE STANDARDS AND WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL W9GN SECTION FOR APPROVAL. \ SPEC(& DESIGN SECTION FOR APPROVAL. \. 3. SLOPING 90Es OF UH LE HMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHCALY WITH RMP AA FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BASS. TTpR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. T 4. If RMP FLOOR 6 PRECAST, HOLES MUST BE PoRONDED FOR DOWEL BARS 50 'L 4. IF NAME FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX MAX THAT ADJOINING FLARED SO CAN BE CAST N RICE AFTER PLACEMENT OF 101 THAT ADJOINING FLARED SDES CAN BE CAST N PLACE AFTER PLACEMENT OF D.1 PRECAST RAN FLOW. PRECAST CONCRETE SHILL BE CLASS A-4. PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE N0.5 X B" PLACED 1'CENTER TO CENTER ALONG TYPE A 5. REQMIED BARS IRE TO BE No 5 X 9" PLACED TCENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR,MD-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SDES OF THE RAMP FLOOR, MO -DEPTH OF RAMP FLOOR. MINMUM PERPENDICULAR CONCRETE COVER 1Yy'. CONCRETE COVER % . 8. COMB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS V H1. alYAR� "' ''i6^'� 8. CURE / COMB IN GUTTER SLOPE TRANSITIONS SEDIMENT i0 CURB RAPS r�vn Y t',=13 DRE INCLUDED IN PAYMENT FOR CURB /CURB AND CUTTER. T 5'MM AAE INCLLOED IN PAYMENT FOR CURB / WRB AND GUTTER.aRy ''I 2'�TIfA NGNEEF.RTIEY LIRE ATD Rf PROVIEED ATTINTfR9fLTlp61R W1EgFYfRO 12�C 1. ClER flA.PS ARE TO BE LOCATED /$ SHOWN ON ilE RAMS DR A$ DRECTEDBY TIE ENGINEER. THEY ARE TO Bf HT OF O AT F A HI :WAY WHEREVER AN SSES CU ROUTE WITHIN TIE RIGHT OF WAIT AL A HIGHWAY FACILITY N I MA CR SSESACCESSIBLECU ROUTE WITHIN TIE WHET ER WAY °F A HGHWAY FMILf1YI] I MACROSSES IS COMB THEY MU T OF WHETHER SIDEWALK IS EXISTICROSSWPDSEO, CROSSES I CUM. THEY MU T OF WHETHER SIDEWALK IS RAINEMSTING. PROPOSED, OR SHOWN ON R. THEY MUST IR LOCATED WITHIN PNEESTPoAN SHO LD N07 OR NONENSTENT. THEY RUST IR LOCATED WITHIN PEOESTAMN CROSSWALKSAS SHOWN W RANS oR AS DRECTED S, THE EG LIGH , MD SHOULD NOT TYPE B M LSHOWNOCAT ON PLANS OR M DRECTED BY THE NG LIGHT AID SHOULD NOT TYPE BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES,FRE BE LOCATED BEHIND VEHICLE STOP LINTS. ROUTES LIGHT POA CONE HYDRANTS DROP INLETS ETC MCESSBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, DROP INLETS ETC. AND SLIP LE ROUTES PROVIDE A TING ALL PARALLEL WOBSSIBLE ED SRIBLE FIRM ANO SLP THAT CNIi PATH CONNECTING EN &L �R� X� Y/' WFBSTRUEiED STABLE FIRM AID TY RE518TMi PATH CONNED, EN ER 'C l C QGKr n F G. w., � "N'W v "W ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BF APPROACHED, ENTERED X R' rFYX ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED ENTERED v uelP r'• A. n A 'M1Y 'Ai Y ) v PEDESTRIANS. r N Y "' '' vPEDESTRIANS.a r AHD USED B PEDES RIDS. 'AFY � r N� � DAD USED B r y J� K�R W 4 •` 1 , hJV yYr O,:I Y /� D il• Y ,VF' !�(1 r r W.•L F K n C/+ � (K �r AX .GAT AK M �V0 M 1\ � IF[N� 1 1 W NAMES MAY 9E PLACED ON RMIk °R TANGENTIAL SECTIONS PROVIDED THAT //` 12gT' 12 6. RNPB MAY 9E PLACED W RI➢Ik OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENNC IS PLACED WITHIN THE NITS OF THE CROSSWALK AND N \� ~ THE CURB HE IS PULED WITHIN THE LIMITS OF THE CROSSWALK ND A, THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS t;Y'y THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 5 12'1 MAX Gil ANAL PERPENDICULAR TO THE CUM. S.NN A'.w. X� PERPENDICULAR TO THE CURB. S.MIN 9. TYPICAL CONCRETE SDEW&K 15 4" THICK. WHEN THE ENTRANCE RMICMNOT 9. TYPICAL CONCRETE SDN EW&K 15 4" THICK. WHEN THE ENTRANCE RADIICAOT TTRRAFFIC. ACCOMMODATE THE TURNING CCIVNCOMM.ERCIAL ANTICIPATED HEAVY (HEAVYTRVCN 4,MN TRA ACCOMMODATE TURNING REQUIREMENTS CG-13,MCOMMERCIALNEINTRARANCE(HEAVYTRUCI( 4'MN AT X ,2" HIGHER THAN AT )K ,2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH_ TRUCK TRAFIM FOR CONCRETE DEPTH. EDGE OF PAVEMENT EWE OF PAVEMENT 10. WREN CURB RAPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX , SINE AS TOP OF CURB 10, WHEN COMB RAMS ARE USED RN CMJUK70N WITH A SHARED USE PATH, AT XX ,SINE AS TOP OF CURB THE MINIMUM WIDTH SHALL BE TIE WIDTH OF THE SHARED USE PATH. THE MIN" WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11 WXEH ONLY WE WRB RAMP IS PROVIDED FOR TWO CA ING OIAGMX TYPE C It WHEN ONLY ON WRB RAMP IS PROMOED FOR TWO CROSSINGS ( k TYPE C A 4'x V LADING AREA SHALL BE PROVIDED TO MAN"UVfER A WHEELCHAq PARALLEL & PERPENDICULAR A 4'x 4' LANDING AREA SHAL BE PROVIDED TO MANEUVER A WHEELLCHAIAR D' PARALLEL &PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THE 4' x 4' LANDNG AREA MAY INCLUDE THE GUTTER PAN. LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME TRUNCATED DOME 12. ALL CASES WHERETRMC COMB RAAWSSTREET INTERSECT A RADIAL SECTION OF 12. ALL CASES WHEREENTRANCES CURB RAPS INTERSECT A RADIAL SECTION OF .B"-2.C' C-C .6"-z.Y' C-C WAR AT EHTFACE OR L STREET FACTORY S THE R DETECTABLE WARN M "FACE W STREET CONNECTIONS THE R DETECTABLE O WARNING SERFAGE S&L HAVE A FACTORY flM1115 OR BE FIELD O O O O O zl WARNING SAS RECOMMENDED MMEN HAVE A FACTORY RADIUS OR BE FIELD D O O O O -VOOFED AS RECOMMENDED BY THE MANUFACTURER TO MATCH L -MODIFIED M RECOMMENDED BY THE MANUFACTURER TO MATCH THE BARK OF CURB. A 0000 0000000 THE BACK OF CURB. A O 000 O D D D D 00 0 0 0 0 0 0 0 0 0 0 0 0 7 - o 0 0 0 0 °°°°° 0 0 7 LADING RAMP u 0 0 0 0 0 D D O D 0 0 0 0 0 0 a LMIOING RAAP ti 0 0 0 0 0 O 0 O O O O 0 0 0 0 a + y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - + y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - °°° 0 0 0 0 0 0 0 00 0°° 0 0 0° 0 0 0 0 0 0 0 0 0°° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m X-65X OF BAY DIAMETER - - X DIAMETER ' iDP DINAETER D D D O O O O O O O O G O O° D D D D O O O O O O O° O D D DETECTIBLE WARNING 0 DETECTABLE WARRING c TDP DIAMETER AT BACK OF WRB 9"1.4" I VANABLE FULL WIDTH OF RAP FLOW I AT BACK OF WRB 4" I VARABLE FULL WIDTH OF RAP FLOW I SEE NOTE 12. ./3 pAUfTER I PAT LIMITS SEE NOTE 12. BASE DIMETER I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME DETECT INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL ABLE WARNING DETAIL XVDOT SPECIFICATION XVE)= SPECIFICATION SPECIFIC) CC-12 DETECTABLE WARNING SURFACE REFERENCE CG-12 DETECTABLE WARNING SURFACE REFERENCE REFEREI ROAD AND BRIDGE sTANONDS ROAD AND BRIDGE STMDADS SHEET 101 5 REVISION DATE (GENERAL NOTES) 105 SHEET 10F 5 REVISION DATE (GENERAL NOTES) IDS Os 503.05 OJ/15 VIRGIN) DEPARTMENT OF TRANSPORTATION 502 203.05 07/15 502 502 VIRGINIA DEPARTMENT OF TRANSPORTATION EG-2 GR-2, ?A NOTES: 1. TINS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE MASS A3 F CAST IN RICE, KNOT PSI IF PRECAST. °' (ALONG FACE OF°CUBA)WILL°BE PAID OR FDA AS RADIAL CURB. 4. THE DE➢TH OF CUE MAY BE REDUCED A4 MUCH AS 3" (W DEPTH)OR INCREASED A5 MUCH AS 3" (21" DE"M IN ORDER THAT THE BOTTOM OF CURB WALL COINCIDE WITH THE TOP OF A COURSE OF ME PAVEMENT SUBSTRUCTURE. OTMERW6E TXE DEPTH 6 TO BE U!" AS SHOWN. NO MJU5�IEW IN THE PEKE OD 6 TO ME MADE FOR A DECREASE OR AN INCREASE N WPM 5. CG-2 IS TO BE USED ON ROADWAYS M:ETINO THE REQUIREMENTS FOR COHN AS SHOWN N IPTEMN A OF THE VOOT ROAD MON MINIMUM -.IN TFE SECTOR ON CS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION x 27-YA' MIN - 204" MAX RAL HEIGHT 6.-3. 6..y. 3-I1/2" 3'-1'/X" 3'-I'/x" 33 V/z' l--a� 2" R A I M % b. : D•: II III 0. .A. N. :D•' :D e• A, "FACE D.;•e. •e - - GR 2 GRA 2 ;.A''. e''. (6'-3" POST SPICING) t3•-PIS' POST SEAMING) Py � •,y � b MAX DYNARC DEFLECTOR - 3' MAX DYNAMIC DEFLECTION - 2' e•' a•' BASE :L ..A A.;! III.; Tb e..;A.'. SUBBASE NOTES) �Fff T GUARDRAIL LOCATIONS SHOWN W PLANS ARE APPROXIMATE ONLY RIND CAN ME ADJUSTED WNW CONSTRUCTION IF AND 6' AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NC 50L°5. USING NESTED x OPTION& NOTED F METHOD OPTIMAL CR-2A METHOD RAIL USING ADDITIONAL RAL FOR DETAILS OF RAL ELEMENT, RAL SPLICE JOINT, AND ON BALK OF POST ASSOCIATED HARDWIRE SEE SHEET NOS, 501.01 AND W1.02. x WHEN BESTED RAL OR ADDITIONAL RAL 6 PLACED ON BACK OF POST RAL ELEMENTS IRE FURNISHED SHOP CURVED FOR RMI FOR G'R-2A THE POST SPNXNC WILL BE 6'-3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. PQ$T SX&L NOT BE SET WITH A VARIATION OF MORE THAN /B" PER FORT FROM VERTICAL. W-BEAM,BLOLKOUTS.AD POSTS SHALL BE SET AND kONED WITHOUT &TERATION OR FORCE, AR PER SECTOR 505 OF THE SfLCI$FIXC/gLnoNs. ALL GR-OF 2N]OY," MIN R284" MAX AS MEASUREL BE D )PER STANDARD GR-115. ALL W-BEAM RAILS SHALL SE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FNRHED ROADWAY. THE OPTIONAL M-2A METHODS OF NOTING THE RAL OR USE OF AN ADDITIONAL. RAL ON WE BACK OF THE POST FOR STANDARD GR-2A SHALL BE WPWVED BY THE ENGINEER PRIOR TO INSTALLATION. RARE RATES DESIGN SPEED INSIDE STY LINE BEYOND SHY LINE MAIN NE LS FLARE RATE FLARE RATE 80 8' 28:1 1H1 50 5.5' 211 11:1 40 5' 16F S:1 W 30 4' 1311 TH Lic. No. 035791 2/5/21 �wQ1 z \ O 0 elf V Z LU m -' - %��- z -'� z i 'eLU i w i 0 i �J / TRIP GENERATILCULATIONS o N TRIP GENERATION BASED ON ITE TRIP GENERATION N " MANUAL (ioTH EDITION) 59 SINGLE FAMILY DETACHED UNITS (CODE 210) -6i TOWNHOUSE UNITS (CODE 230) a e ADT: 1,003 VPD (502 ENTER/ 502 EXIT) e AM PEAK: 72 VPH (18 ENTER/ 54 EXIT) e .! o ,a PM PEAK: 93 VPH (8 ENTER/ 35 EXIT) 0.-� �✓ %� CM CC-B ® �J NOTES: 1. THIS ITEM MAY BE RECAST OR CAST IN PLACE. 2. CONCRETE TO ME CLASS AT IF CAST N PLACE, 40W PSI IF PRECAST. 3. COME NATDN CURB B GUTTER HAVING A SMILE OF MID BE FEET 011 LESS (ALONG FACE OF CURB) SHALL PAID FOR RADIALCOMBINATION CURB B GUTTER. 4. FOR IRE WITH STABILQEO OPEN-GRIDEO MANAGE LAYER. THE BOTTOM OF WE CLIMB M GUTTER SHALL ME CONSTRUCTED PARALLEL TO THE ROPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEWFHT. 5. &WWMLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROIL MON MMD& IN ME SECTION ON CS URBAN STANDARDS. D To RETE OF THECCOONTRACTOM COMBINATION 6" CURB AND GUTTER VIRCINA DEPARTMENT OF TRANSPORTATION Ail (RAO US TO BE AS �" xX STREET APPROACH SINE BUWAGNO I AS MARINE ROADWAY (SEE NOTE 6) SHOFAR ON PLANS] 1 C C I} - - - -- 1 fPMDS TO SE AS / SULTANA. COMBINATION SHOWN ON PLANS) /R CURB" fYF°, NOTEEJ) SIDEY/&K I ON IEEE NOTE 2) OPTONLI 8^ FLOW LIWE-3 .;a�� OINIMSION - - - - M JOINT e . GI NOTE: WHOM 'W 2'-0" OR AS rA' MARINE ROADWAY SHOWN ON TYPICAL SECTION. A-J PLAN VIEW IMMUNE ROADWAY SLOPE 1U PARABOLIC CURVE EDGE OF SHOULDER OR 8%NA D OPTIONAL II NE _ ROPE WANCE ® - _-- D MANLIKE ROI. ADWAY ---- ---- ---- SLOPE CM/AG£ - - - D l °Dry LILY FOR SEW MMIM. "I'A -A -RIGID BARRER SYSTEMS. OF THE RwBLOCKED-OUTRAL SEXED MID SEND) ING 16 OBEAM� SPECIFICATION SPECIFICATION ROM AND BRvDIDGE 5 MDAA°S ROM AND MINE S STANDARDS STANDARDPY W GUARDRAIL REFERENCE REFERENCE REASON DATE SHEET 1 OF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 22221 502 "LOT 501.0E ON/14 VIRGINIA DEPARTMENT OF TRANSPORTATION A ROAD AND MRIOCE STANDARDS REASON DATE SHEET 1 OF 1 201.03 CG-11 GENERAL NOTES 1. WHEN W-11 B USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED N ACCORDANCE WITH AASHTC POLICY AND 174E APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESGN MMU&.INCLUOING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RAM CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTOPATED HEAVY TRUCK TENET ,TIE OWN FOR BMW" M CLIMB RAPS WITHIN THE LIMITS OF THE RADISHOULD BE INCREASED TO 7". 3. WHEN USED IN EON RUCTION WIN STANDARD CG-3 BIT CG-7 THE CURB FACE ON THE STANDARD IS TO BE NMUSTEO TO MATCH TIE MOUNTABLE CURB CORFDURATMDN. 4. SEE STANDARD CG-12 FOR CURB RNP DESIGN TO BE USED WITH THIS STANDARD. B. OPTION& ROWLNE YAY REWIRE WADING OF A PORTNIN W CUTTER TO PRECLUDE PONGNG W WATER. ENTRANCE NOTES S. PLANS ARE TO INDICATE WHEN CONSMUCTON OF A ROW LINE IS REQUIRED TO PROVIDE POSTIVE CHARADE ACROSS THE ENTRA4CE. 7. MANLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SLBGRA)E STABILIZATION REWIRED FOR MARINE PAVEMENT WHICH CAN BE OMITTED N THE ENTRANCE.) 8. RMVL WRB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND TIE R/W LINE EXCEPT FOR REMAC£NEMT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRACE CHARGES 5'AIIN.� COMMERCIAL ENTRANCE D" ME LISTED IN THE AILOWMLE ENTRANCE CRANE TABLE. THESE VALUES NE NOT APPLICABLE TO STREET ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES I Alp; -- ENTRANCE VOLUME CRANE CHANGE DESIRMLE YA%YIIY HIGH MORE TFIIN I500 VPo ° % 3 % MEDIUM I MW-1'JO° M 53x 1 Bx LOW LESS THAN No VPD Sax I ex •�• 'M• '�' - 1 NOTED AlOWMUE ENTRANCE GRACE TABLE 6 NOT (HA APPLICABLE u .M.�,' •i', •M. - y MRICABLE TO STREET CONNECTIONS CONCRE E SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VRGINA DEPARTMENT OF TRANSPORTATION V Vol. 203.04 C) d 0! 1 N N C >_ LU m J VJ LU I- vi O -®gyp QJ U L 1 W Lfi U) LU - L/NL/] z Irr ^^ V/ I- J Uj JQ ON U W J H- F Q W fl JOB NO. 182150 SCALE AS SHOWN SHEET NO. 14 ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-8o0-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3'5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 3.2. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN POTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 24 IN 8" 8" 8' 8" MIN MIN, MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a INITIAL BACKFILL qMI UNSTABLE e" W. e" B" SOIL _ MIN. _ MIN MIN. #68 STONE -_ "GRANULAR FILL AS --- APPROVED BY ACSA `\ S A IL OCK, Z STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES '10': 5, s WATER SEWER Iz £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER IL SEWER 30' MINIMUM I, SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT .1 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 II ADJUSTABLE VALVE BOX W/ LID i U f a 2 N M --- M.J. GATE VALVE WATER LINE p - b 2500 P.S.I. CONCRETE . P - 4 2'x 2' BEARING AREA. THRUST BLOCK 4 d A . 4 a .. a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 151/2" E.II.W. 1574 CAST IRON CLEANOUT FRAME AND LID 101/4" INSTALLED BLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT 7 1/2" AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT C3500 PSI) REQUIREMENTS 1'. PVC FEMALE CLEANOUTADAPTER WITH INVERTED NUT SCREW CAP OR .,, FLAT SLOTTED SCREW CAP No. S406-10 AWS* /4" BAND SEE BACKFILL AND BEDDING %45oREQUIREMENTS SEWER LATERAL FUTURESANITARY LATERALI IY ����A X/>IX0' 'A BOTTOM OFTRENCH SECTION -A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY FUTURE SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) CLEANOUT FRAME ,• FRAME AND LID - - - - - - I^1 , LLL I i1 II H Y II I I�'�r51 11 1 \LLLLL a� , LLLL � - �riK 'WE SEWER LATERAL A A CONCRETE 45° BEND COLLAR PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS WIDEN TRENC ACCOMMODAI ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CLI (FEET) CU.YD. BEND L I H I T L H T 90 2.50 2.50 3.01 0.24 4" BE 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8. 45 2.88 2.66 2.77 0.28 22 1/2 1.66 2.16 2.69 0.13 3.18 2.91 2.88 0.32 ll 1/4 1.66 2.16 2.67 0.13 90 4.83 3,83 1,42 0.83 10' & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.81 1.21 11 7 /4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. Z. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 I- 03NfliES9W . 3/4' MAIE PIPE COUPLING OR APPROVED EQUAL T ME •K• SOFT COPPER Fat USE ON ATTACHED SINGLE FAMILY RESBENTIL SERNCES M DUAL RESI IAL AND IRRIGATION SERNCES 1 yt'.1' TEE T NOE NO SWEATED nmNGS Y DUAL SERVICE R 1 CCIIPRESSNM . 3/A• MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE SOFT COPPER OFOR USE M DETACIED SINGLE FAMILY RESDENIIAL BERNCE WERE AN IRRIGATION MEIER IS NOT PROVICED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON P4C PIPE, CAST IRON Uo - RNISHED MADE LMKMNGETER BALLox ('NLET &W TIET)]S' NW.COPPEASl11ER 1/e WND GOUPLNG� ysETER A K AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A H z I � A t 12" I I e I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL LU BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN TUTS FIG. S-1-B TD- 27 - - - - - T Top View 6" MINIMUM d4 4' MINIMUM 4 'a O 4" MINIMUM a. . 4 _o 4 :d_ a NOTE: RESTRAINED JOINT FITTINGS. Side View - - - - - v 4 CMIRcoflOn P1 A. CDmpactlon required Galvanized Ste, W12 x 14 (min 3' min. penetration it soil , or as approved ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 NOTO MIN. 60' DIAMETER MANHOLE REQUIRED, 0 Nx, s EP �PA DROP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER d, e BOOT. � 4' GASSTO COD STOP cQfDND e 27• ' DROP PIPE PIPE STRAPS (STAINLESS STEEL) '. o 2- VERTICALLY EVERY ? 2' VERTICALLY :.i., 90' RESTRAINED BEN➢A.T"'.i` G"t" SEWER IxN1JENr A PIPE 1A. . *'• I ° MAIN SEMEN . y•°.. iA°. PIPE PLAN PROFILE MIN. 6' BEDDING WITH NO. 69 STONE L HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETER MINED BY THE ACSA BUT SHALL NOT BE LESS THAN TWO (2)FEET. 2. VERTICAL DROP PIPE SMALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROPFITING 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 NEEDEOTO PROVIDE SMOOTH TRANSITION FROM DROP CONNECNON DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE IM OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 MI 90 \E Ew Oy L E12 EEO =B . rc TD-30 >E nI $ In L-. U C Ny } J ZZ Q. oEaLxL'��.' of oEb O IT o� E" Nano 1i V u JA o " E �� o aE 6 L -z ES. -e J E• E jz n E E O �E o 0 �E C) E go E U �m �n o yfE n E uwi N1D N zS W^ nm W Q 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG SHAD TD-31 FINISHED GRADE =ITI- 1-1H1-1T1���' -ITI �T=T1r=ITT-I FT1 1-1r ITI 71 fT=Tll TRENCH REDUCER - T < �2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - - a- --------------- UNDISTURBED SOIL - g 18, MN PROFILE VIEW} UNDISTURBED SOIL - EDGE• { --- OF TRENCH- A 24" MN. - - - - - - - -3- - - - - m /REDUCER 8" MN ° :° . A` _ ._4. 2500 P.S.I. CONCRETE THRUST BLOCK 8" MN - - - - - - - - - - - - - - - - - -A-a UNDISTURBED SOIL - EDGE OF TRENCH 24" MN. �- NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. * 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. R THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D TD-7 V COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP CCROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2- MIN DIAMETER OF 4". & ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINEN SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WTH CHARLOTTES - VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 1270') 18"-22" VALVE BO% 7 CO FT. P68 STONE 42"MIN ` 6" GATE •"., VALVE 4 8" % 6" ' TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O)� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF 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-B FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE =1_. F POSSIBLE II. - IIIIIIIIII IIIIIIIIIIIIillll- �"` -11 _ _ BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" UFTS) EMBEDMENT • THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O HAUNCHING NO. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-33 TD-34 Lic. No. 035791, L_ 2/5/21 Z Z O d LU 0 J DID =) U)Z .JQ-, OZ u . F 7- ^� LU LU �W/ Id. N z a J ® M I N Q O w N / Q w z = _J 1� i LL_ LU v/ J _J l vi � LU cz z KV� Ln U T--I H L ' LEI z '~^^ U V) O LU m LE I J_ NNNNNNNI J /Q�I� o�.�/ LJ I..L O O W N U QJ J r p w ce 3- a Ur) JOB NO. 182150 SCALE N/A SHEET NO. 15 440 435 430 425 .I I PVI STA: 23+50.0c PVI ELE : 424.90 K: .09 LVC4: oo.00 PROPOSED VDOT STD. PVI STA: 18+00.0o ROPOSED VDOT STD. CD-1 PVI ELEV: 413-97 K: 4 .93 W LVC: oo.00 2 O m o m o m o PROPOSED VDOT STD. CD-1 w INll.l N WI _ _ u V V / > m j w i.99% / Ll m Luz J 1.3 _ U H zoA �I IL 410 w Z LuO o ° .i �, PROPOSED VDOT STD. CD-1 18A 1 4' PROPOSED FIRE HYDRANT ASSEMBLY w/ 12"x6" TEE w PROPOSED 12" CL. Sz DI WATERLINE O U / / PROPOSED STORM SEWER CROSSING g ¢ Lu/ / 405 Q� w / PROPOSED FIRE HYDRANT Z 3 ASSEMBLY w/ 12"x6" TEE 1.3 400 / / / , Zz 16A / / / PROPOSED GRADE (TYP. / 395 / / / VI STA: L12+25.00 EXISTING GRADE( YP.) / VI ELEV: 356-4 K: 37.00 / 390 LVC: 296.00 O N O N / Ln HLu N w / V V m V V W / / 385 mw / o W \—PF / / o° PVI STA: 1o+3 .00 / / y° (z, PVI ELEV: 352 61 / 38o K: 2.50 / LVC: io.00 / LOW PT. STA:10 32.00 / / / 3-5' OW PT ELEV: 3 32.66 IN. / 375 o •i o ° ^ ri N ri + m o v + '°+ LJ L6 > m 00 L6 w / / PROPOSED FIRE HYDRANT / / ASSEMBLY w/ 12"x6" TEE 370 N / 0 � / 6A / d 365 0 / a m / z Ln Z / / m / 360 O JO / ROPOSED 12" CL. 52 DI WATERLINE CL O H / / 355 1w / '2.00%6 .00� ZOPOSED VDOT STD. CD-2 350 PROPOSED 12" 451 BEND TO POLO GROUNDS ROAD WATERLINE 22" 450 STORM SEWER CROSSING ED STORM SEWER POSED 12"x8" TEE, 12" G.V., & (1) - 8" G.V. M lA O I� ci Ol 0) Ol H d1 ei O7 M 1p .t n 1� rl 1 n M n N n rl N 00 1, N N N ry � N Ol O Ol Vl m O 6 ri O '4 O � M O � l!1 M Ol � H :� 111 06 0) r;, N ^ � 111Ln 111 Vl t0 1� M n M O7 OD CO tp n W ^ Ol M 0) O O O O O M m M M M M M m m m M M m M m m M m M m M m M M .t m .t It � It 10+00 10+50 11+00 11+5o 12+00 12+50 13+00 13+So 14+00 14+50 15+oo 15+So 16+oo 16+5o 17+00 17+So VERTICA� GRAPHIC SC 2.5 1 inch = 5 f . ORIZONT L GRAP IC SC ( IN FEET ) inch = 50 NOTE: ALL ROADWAY EMBAN <MENT MATERIAL SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKN ESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA 114 ACCORDANCE WITH VDO 2007 ROAD AND BRIDG SPECIFICAT ON 303.04 NOTE: CLASS I BA KFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE 140. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, F OWABLE FILL, OR CRUSHED GLASS CONFORMING TO HE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE z AND 26 PER VDOT RO D AND BRIDGE SPECIFICA IONS, SECTIO 302.03G. NOTEINIMUM 1. LACED AT950 COMPACTION. z. F COVER MUS BE MAINTAIN D OVER W/L. 3. F VERTICALS PARATION FR M STORM D 1.5'OF SEP RATION BETW EN W/L & R MUST BE PROVIDED. t0 ci t0 O l!1 d M M N N a, S N1 M l0 N Ol N O l0 N O7 M O7 L!1 M Ol Ol n (n I� 0) 0) O1 01 Ol Ol .i O S .t W cn ,y O7 f N 6 M ^ .t W n O O M 4 N N M .t t6 n W Vl rl n O O •i O H H H H ci H H H 'i N N N N N N N N N N N N M M m .t d S d 18+oo 18+5o 19+00 19+5o 20+00 20+5o 21+00 21+5o 22+00 22+5o 23+00 23+5o 24+00 24+5o 2Si EUSTIS AVENUE (DESIGN SPEED=30 MPH) SCOTT/R. Cb-LLINS'Z Lic. No. 035791,E P 2/5/21 114 W N O N oIn N L ti M z co Q N ® � 0 N Q C] O N w > Q w Lu z -i ILL > LL O Lu I� Lu L90 z fl� _;( J Q cX J 0� LU U o LU i < Y U) Lu �z 02s ~ U o Ln D OJ O F- LU CD Z � J U) J ~ _ LU J Q o C: 0C:)m u Lu J W W W d (n JOB NO. 182150 SCALE ill _501 SHEET NO. 16 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 MARCELLA STREET (DESIGN SPEED=25 MPH) O Ol / O tD °0 m / N W / &i v / M m / / / XISTING / PI / PVI STA:z7+50.00 PVI ELE : 451.00 / K: 4 3.45 LVC: 1 00.00 HIGH PT. S A: 27+83-50 HIGH PT E EV: 443-94 GRADE (TYP.) o M / 3.5'-MIN. + 3 / N w / v V W W / bo- PROPOSED FIRE HYC / ASSEMBLY w/ 12"x6" / 1.91 Ar-1 zzAr\ '� ROPOSED STORM SEWER CROSSING W LuW z J V PVI STA:16+z4-39 PVI ELEV: 433.86 K: 2.50 Ln M LVC: io.00 06 M A 14+50 15+00 15+50 16+oo 16+5o PROPOSED 12"x8" TEE, (2) - 22" G.V., & (1) - 8" G.V. 46o O,�,IJ PVI TA:31+i6.00 PVI ELEV: 432-77 �TH ✓ �C K: 21.11 O �\ VC:65.o0 SCOTT R. LINS2� o ao al 455 OU Lic. No. 035791,E \ o a M S o 3 00 N O °p 2/5/21 \ O M W M 0�L �`rSIONAL 0 m > E��1 \ r°n w > m > \ > m co O w 450 \ > \ w Lu N N \ \\ w M ROPOSED GRADE (TYP.) z \ > Lu � a d z 445 FL \ Luw w PROPOSED VDOT STD. CD-1 Lu M U) \ �„ 0 z < z 440 z a \ wU \ w Q Lu 1.3' ' g8 Lu Z i D w co 6 3 _^ Z 0 7) U) 435 O z O_ .Ja 7zA Z N � z w Lu PROPOSED 12" CL. 52 DI WATERLINE 1.4 FUTURE ROAD GRADE FBI 430 W 70A PROPOSED FIRE HYDRANT ASSEMBLY w/ 12"x6" TEE IL PROPOSED STORM SEWER CROSSING 4 4 (TYP. 425 PROPOSED 12"x8" CROSS, (z) - 12" G.V., & (z) - 8" G.V. PROPOSED SANITARY SEWER CROSSING 420 W o = rlu PROPOSED TYPE A 'VA (DESIGN SPEED=30 MPH) Ol n M d D) S M It M N It .t tD ^ M d M 00 It d 10 O 6 H M Vt d M 00 'i S M n �t 4- .-I ,�:� O \p �} ri 00 0'1 1 S O \p .t H Ol M O \p .t M �t ,y, N 00 In .t Op M ,y N In L!1 1� 6 S .t .t .t S 00 M d S lD M d Lo O 'O M d 0.) N .t O L!1 ,�:� M d M N N O O M It W n 'i .t N M N It 25+00 25+50 26+oo 26+50 27+00 27+50 28+oo 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 PVI STA: ii+oi.00 PVI ELEV: 415-95 K: 26.62 435 LVC: 07.00 435 STD. CD-1 WATERLINE 5 VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i'OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 20 P 200 m ° W � BEGIN C L-DE-SAC - S A. 12+20 ri M00 + a .+i PVI STA: 1+97.00 v ~ v PVI ELEV: 421.37 430 m v w K:1z.35 430 m W PVI STA:1o+17.5o O o O N PV ELEV: 414.28 o m Cq EXISTING GRADE (TYP.) K: 2.50 + a + a LVC: 1o.00 — ~ ui- _ N Lu 425 LOW PT. STA: 1o+17. > > 425 4�4'3 / m w ROPOSEDE m am / / 1p0% H It N H + 't ° ILL �(TYP. 420 v 0i v PROPOSED GRADE (TYP.) oo PROPOSED STD. CD-1 420 m w � 5. VDOT / PROPOSEDT BLOW -OFF A / PROPOSED 4" CL. 53 DI WI 415 / % ROPOSED 6"x4" REDUCER 415 PO I 3.5' MIN. PROPOSED FIRE HYDRANT ROPOSED VDOT STD. CD-z 78A ASSEMBLY w/ 6"x6"TEE 410 410 PROPOSED SANITARY LROPOSED SEWER CROSSING 58A o 6" CL. 52 DI WATERLINE 405 o F 0+ H 405 ROPOSED STORM SEWER CROSSING �w w O LL w � PROPOSED 6"x6" TEE 400 z o J & (3) 6" G.V. 400 J W W J u qua Lu M z 3 395 395 01 01 m M m N ^ Ol co O 00 S N d O N '+N l0 IN 00 N 'i N N N M a a a It a s 't' a I a It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 MARCELLA COURT (DESIGN SPEED=25 MPH) 415 JR-RELEASE VALVE YPE A 5SEMBLY STERLINE Lu co z a N ® � J 0 i N a Cw0')O CN O�/ N clL Q w w Lu z —i �� IL J_ O W IZ L9~ � Lu o T-1 z _?3 J � Q cX.J � LU Y Lu OZS ~ U o Ln `" OJ a0 LU CD Z � J U) H� J ~LU _ L J Q o O 0C:)m u Lu J ti 0 w O w a n JOB NO. 182150 SCALE ill _501 SHEET NO. 17 TH OFD PVI STA: 17+32.12 f PVI ELEV: 427.79 O �� 435 LVC:75 00 435 CSCOTT R. LINS'Z C) Lic. No. 035791 °p 2/5/21 �q Li oIONAL EGGS z 0 a k CC Z Lu co O o Z J O Q H r > z WIn WX\u W N O N !] NLn O ti M co z m N Q ® 0— co i 0 N Q O O Cn �.�/ N clL W Q w LL] z J 10+00 30+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 J I --I LL iiii NEWSTEAD STREET w (DESIGN SPEED=25 MPH) VERTICAL GRAPHIC SCALE O r*-' ui Z 5 0 2.5 5 10 20 0 _6 J Q cX.J � ( IN FEET ) Z W 1 inch = 5 ft. C) HORIZONTAL GRAPHIC SCALE W Y u) 50 0 25 50 100 200 Lu � `N O Q ( IN FEET ) J O 1 inch = 50 ft W zLLJ J I- J NOTE: ALL ROADWAY EMBANKMENT MATERIAL U) SHALL CONSIST OF SOIL AND BE PLACED IN F- SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 W INCHES IN THICKNESS BEFORE COMPACTION OVER � THE ENTIRE ROADBED AREA IN ACCORDANCE WITH � O VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 Q O NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN O M� AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL O M1 SIZE 21A OR ziB, FLOWABLE FILL, OR CRUSHED GLASS N CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND Lu BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: p w i. ALL FILL TO BE PLACED AT 95%COMPACTION. a v=i z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. JOB NO. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM I$ZI SO SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. SCALE 1" _ 501 SHEET NO. 10 `N � ui V 430 � � W 430 m w 2 p0 E I C L-DE-SAC -STA. i7+ 425 425 PROPOSED 4" 45° BEND TO AIR -RELEASE VALVE & P I STA: io+zi.00 TYPE ABLOW-OFF ASSEMBLY 4z0 PVI ELEV: 390.67 PROPOSED GRADE (TYP. � r 420 LVC: io.00 a 1, ROPOSED 4" CL. 53 DI WATERLINE LOW PT. STA: lO+zi oo n \ Y LOW PT ELEV: 390. z � o � ROOR) A415 o°, � 415 � `w�' m ° �w�' vw O o TYP) PROPOSED 6"x4" REDUCER � PROPOSED SEWER SANITARY CROSSING w �¢"\SED °o PROPOSED VDOT STD. CD-s ASSEMBLY FIRE w/ 6"x6" TEE � 410 3 410 0 Z� O o w Z W Q 3.5' MIN � � VI STA: ii+z5.o O a L XISTING GRADE (TYP.) F VI ELEV: 39zJ v z 405 � K: z6.5i � O i PROPOSED 6" CL. 5z DI WATERLINE 4p5 J O � ^ zA Q + M + m Opp w � � � � ROPOSED STORM SEWER CROSSING 400 + > W � % W w W 7 z w' OQ � 3°A 395 �^ 395 w w ROPOSED 8"x6" REDUCER VPRCPOSED z 3 � i.6' FIRE HYDRANT Z o % ASSEMBLY w/ 8"x6" TEE 0o 39p PROPOSED 8I'x8" TEE 39p & (z) - 8" G.V. PROPOSED VDOT STD. CD-z PROPOSED SANITARY SEWER CROSSING 385 �3 ROPOSED 8" CL. 5z DI WATERLINE 385 ii PROPOSED STORM SEWER CROSSING PROPOSED iz"x8"TEE, 380 (z) - iz" G.v., & (�) - 8" G.V. 380 Ol � O N � W M `� n M � ID O � O1 Ol � Ol 00 M Ol I� N ci l0 O u1 Vl � O1 M � O1 N � ci •i � Vl O M d Ol � M O � ci l0 01 rl Q1 °1 rl N O N M O � N O O �t O ,y �/1 O ul n O � W O cl Ol O � W O ^ O N p � tp � M � M M � M S � M d � M d � M � O O � � O � ,y ,y d .i �} d N � � � S � d � � � o C, SCOTT R. LINS2� U Lic. No. 0357911E 10,p 2/5/21 oIONAL EGGS 46o 46oHir z O a k Z Lu co O z V) Z O Q L F > z W 1` W W N O N oLn N O ti M PVI CTA. co N a J ® a - co i N a W /O/'� O ® 04 N � Q w w z J I� LL J LL O W ~ � W oz a Y � W � 02s ~ Ln D U o OJ a0 W CD zLLJ J /�- J 10+00 10+ 0 11+00 11+ 0 12+00 12+ 0 1 +00 1 + 0 1 +00 1 + 0 1 +00 1 + 0 16+oo 16+ 0 1 +00 1 + 0 18+oo 18+ o 1 +00 1 + 0 20+00 20+ 0 21+00 21+ 0 22+00 22+ 0 2 +00 2 + 0 vJ ~� 5 5 5 3 3 5 4 4 5 5 5 5 5 7 7 5 5 9 9 5 5 5 5 3 3 5 FL—ACONIA LANE NOTE: ALL ROADWAY EMBANKMENT MATERIAL J W SHALL CONSIST OF SOIL AND BE PLACED IN � O (DESIGN SPEED=2,5 MPH) SUCCESSIVE UNIFORM LAYERS NOT MORE THAN Q O INCHES IN THICKNESS BEFORE COMPACTION OVER mi THE ENTIRE ROADBED AREA IN ACCORDANCE WITH ly CD VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 VERTICAL GRAPHIC SCALE O N m NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN 5 0 2.5 5 m 20 AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL w SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER ( IN FEET) RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND 1 inch = 5 ft. w BRIDGE SPECIFICATIONS, SECTION 302.03G. 0 _ a u) HORIZONTAL GRAPHIC SCALE JOB NO. NOTES: 182150 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 50 0 25 50 100 200 z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. SCALE 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & ( IN FEET) 1" = 50, SANITARY SEWER MUST BE PROVIDED. 1 inch = 50 ft. SHEET NO. 19 PVI STA: 8+00.00 PVI ELEV: 455�76 K: z .84 LVC: oo.00- 455 o 455 v+ + � o °o m HIG T E EV: 448.41°o PVI ELEV: z6.68 � �\\ � � � ' o N � LVC: : 2-50 io.00 u m _ _ � / J u w LOW PT. TA: z3+o6.gg 45o m / \ w \ \ LOW PT ELEV: 4z6.73 45p PROPOSED AIR -RELEASE VALVE O1 m o'� / \ O N / _ N + .t N \ \ V V / \ V > V w 445 0° 445 „>, / PVI STA: zz+1z oq / PVI ELEV:4z8.58 \ / z6.10 \ v w N / LVC: 1zo.00 \ a 440 / 1.4 PROPOSED FIRE HYDRANT 440 N m ^� zH ASSEMBLYw/8"x6"TEE / 60 � N W N W \ V F EXISTING GRADE (TYP.) 44A 15 j � >�VW435Wz 3� a435 / ROPOSED STORM SEWER CROSSING 76A tn � � PVI STA:1o+17.5z / w � PV ELEV:399.z4 / � a K: z.5o i w � 430 LVC: 10.0o PROPOSED GRADE (TYP.) PROPOSED FIRE HYDRANT z — 3 43p LOW T. STA: 10+1 . z ASSEMBLY w/ 8"x6" TEE LOW PT ELEV: 399�1 i a 400 400 91 0 NTH p�,IJ ° O CZ O N o SCOTT R. LINS'Z ° U Lic. No. 035791,E 450 N+ 450 o � O oho 2/5/21 �q sSIONAL E��1 00 z 0 a k Z Lu co O o Z U) o a H L r > z w ui W N O N N (` L9 co N ® �i (� 1 00 N Q (] O Cn N �.�/ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 N clL MH-4 - MH-1 W > Q v, IN IN J J IN 7 J H� 435 435 > LL— LL W 0�--I W Q 06 � v IW^ V 1 Lr W Y (n F- (� Q ---� Z W 0+00 0+50 i+oo 1+50 z+oo z+So 3+00 3+50 4+00 4+50 5+00 S+So 6+oo 6+5o 7+00 7+So 8+oo � J MH-Zo - MH-3 � _ Jw fl�O J < o Q VERTICAL GRAPHIC SCALE O o s o z.s s io zo NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN N AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS IN FEET ) Lu CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER 1 inch = 5 fL RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND F BRIDGE SPECIFICATIONS, SECTION 302.03G. w w o w HORIZONTAL GRAPHIC SCALE NOTES: �oeNoU) so o zs so 00 zoo i. ALL FILL TO BE PLACED AT 95%COMPACTION. 182150 z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SCALE 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 1 inch IN FEET50 ) ft. SANITARY SEWER MUST BE PROVIDED. 1" = 50' MH-32 - MH-23 SHEET NO. zQ LLn co LLJ L �^ g0 m+ a_Lu 395 � � g 395 oo° // m LPL LL �p / x o° m m F / O 39° o u, m m F / 0 39p MN°MZZ O OD x F g >> >/ n 0 M gV7�zzz ,00� M ,y / d m M 0 =x / =ag> 3g5 `" a! ? 385 g O / O t- � o LL p 00 Vl �p � p ,-i m / / PROPOSED 38o N � m Z O / GRADE (TYP.) 380 x F g > > / / g � EXISTING GRADE (TYP.) g" SDR-z6 PVC zsi.7o LF �a o.56°h 375 / 375 / R y6F 43oro / y3g 3 37° / 37° N / x g 1 gl 365 � / 60" DIA. INTERNAL DROP 365 ° � o a vi MANHOLE REQUIRED o� m o N MZ xFg> 36o g �, a ? 360 Q� h� 355 355 h� 35° 35° CONNECT TO EXISTING 8" SANITARY SEWER WITH PROPOSED DOGHOUSE MANHOLE 345 345 t l0 .t M � O � � m „� m m m EXISTING GRADE (TYP.) rN,^ m = 430 � � � 43° g g ° M O �+ N M N N � F- / / g O N + N ax + N � �'+?s0 ,?� N O ~p mM�Z O 2Fg> xx LL � x�g» gvia:? 425 gg� °,N � �g gu,�Zz 425 ��� LL V V xFi> 445 0 445 g O � o LL � / / 440 oryo o 44° =ag» � 435 435 / / PROPOSED ROOF 430 / DRAIN CROSSING 43° / Q,C.6°�o p)V 425 o� Z 4 5 m o ^ � � F - EXISTING GRADE (TYP. ,=gig» g � � z z 420 420 PROPOSED ROOF / PROPOSED GRADE (TYP.) DRAIN CROSSING 415 415 � z.g' O x x W Q1 M g N 4io / g v, m F- / o o ^ m� z p � o =a�» gv~i�zz 4zo N oo N lD / 1�O t0 M l0 o Ol g� O � � � / / N N M F- � n � Z p PROPOSED ROOF 405 LL LL o = ¢ � > > DRAIN CROSSING 405 M N N � ° N O O M } .t Ol 01 �oMZZO (22.8�Z� $ �` g �, jz z z 'h 400 400 / PROPOSED VC 395 / 8" WATERLINE g" SDR-262 00% � 395 CROSSING g1.35LF M H-3 / y6Pv goo / STA:o+oo.00 SDR' 41 IN. 377.87 FROM MH-4 IN. 377.87 FROM MH-5 / 390 V OUT. 377.67T0 MH-z / PROPOSED STORM / zs SEWER CROSSING 385 385 ,y�e y�i Irv � 380 380 375 375 CQ M � O n � lD O �/1 M p W M lD u1 � N O l0 N N N V) � !YI l0 � N Ol M l0 ,"� � rl ci ° � N ° •i d ^ ID M ° l(1 l0 0° � M T 1 'i O � V1 O Ol O O M ,� ry V1 � W � O N N N N � .T N o l0 N � � N � M M � 1p M ^ O � ,y M � � M � M M � M .t � M d .t O � �+ O 1 d � �t O � .t ,y S � � r � N S .t ry 1 � ry � � M S d M � S 1 S � � � 460 460 TH p�,IJ SCOTT R. LINS2� C� Lic. No. 035791 °p 2/5/21 �q SIONAL E��1 0 VERTICAL GRAPHIC SCALE a k s ° 2.s s 10 20 U � NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN rn m AGGREGATE SIZE NO. z5 OR z6, AGGREGATE BASE MATERIAL o v=i SIZE ziA OR zsB, FLOWABLE FILL, OR CRUSHED GLASS z a ( IN FEET) CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER H r 1 inch = 5 ft. RUN AGGREGATE SIZE 25 AND z6, PER VDOT ROAD AND �/� > z BRIDGE SPECIFICATIONS, SECTION 302.03G. V / o� H HORIZONTAL GRAPHIC SCALE NOTES: so 0 25 so 100 zoo 1. ALL FILL TO BE PLACED AT 95% COMPACTION. W z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM ( IN FEET) SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & I inch = 50 ft. SANITARY SEWER MUST BE PROVIDED. W N 0 N !] N g � � O It 0 7- _ 00 6 0 ~ O Lu rl M lD f n 435 00 O N a, a r w o a 435 o+oo 0+50 i+oo 1+50 z+oo 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+0o O + 0 u, C� MH-37 - MH-25 0 N Q O�.�/ N clL Q �n J H J �.L LL W ( W w 4 1 0� _ W U � T� Y F— (� O Q > > > ul ---j Ln oc z W co Lu U H J _ J Q o OO Nm u w J ti w o w o � JOB NO. 182150 SCALE 0+00 0+50 1+00 1+50 2+00 2+5o 3+00 3+50 4+00 4+50 5+oo 5+50 6+oo 6+5o 7+00 7+50 1" = 501 MH-17 - MH-5 SHEET NO. 21 455 � N LL � 455 m � Vl M � M = O d °D OlW � N Ol / XISTING GRADE (TYPJ � O `�' ¢ � � O = � � z 450 � $ � v~i 450 0 0 / �o 0 o r �m�H / m m � Z O > > 445 _� � 445 / / M M / _ = ROPOSED GRADE (TYP.) o 440 � 440 M N � x LL � � 01 � � � O Ol �t p O � ° � F PROPOSED ROOF O O O LL o m�� Z 70 DRAIN CROSSING 435 ��o-ZZ x¢i> ar } N � 430 ��?o 430 g,,,�zz 0o / O1 N N tD O Ol .t O O 1 F / 4z5 = _ ,Ny O � � � z =o / 425 � p � � � Z Z PROPOSED � � 4" WATERLINE LL o CROSSING o � d N O o � � / 4zo 8, / 420 0 of x F � > > / � o g ,,, f� = o Oo C)SCOTT R. LINSZ W U Lic. No. 035791,E N m N d 2/5/21�� 222 `300' '0 O O O0 `° + 2 IONAL E��1 ry O l- L- N 2 > N N 6 V Z 0 435 ° � � k ? 435 z 0 k ZLu O z Z J O Q 1�1 r > z W I.f. W N O N 0 N Lu ti M N Q C� 0 N Q (N O N NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN > Q l%) AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL Lu z W SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS J J CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER J H- — RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND > BRIDGE SPECIFICATIONS, SECTION 302.03G. (n O LL ] NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. Q T� z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 0 -j 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & Q SANITARY SEWER MUST BE PROVIDED. _ , ^ ui U rl Y in (� O Q J' Ln Cb z W CD VERTICAL GRAPHIC SCALE J 5 0 2.5 5 10 20 J ( IN FEET ) 1 inch = 5 ft. w � O HORIZONTAL GRAPHIC SCALE 00 U 0 O O co N IN FEET ) 1 inch = 50 ft. W J 0 W o+oo o+so i+oo i+so z+oo z+so 3+00 3+so 4+00 q+So 5+00 S+So 6+00 6+5o 7+00 7+so 8+00 8+50 g+oo g+so _ a IMH-26 - MH-A JOB NO. 182150 SCALE 1"_501 SHEET NO. 22 n M ��� Z Z Z N 2 = 430 � O iz" WATERLINE CROSSIN 430 PROPOSED / l L �l ' It rn ° � EXISTING GRADE (TYP. O N� �' iix Near � �� \ 4:0' 425 � � o N � ? o 425 LL J TH 0 445 m 0 m 445 SCOTT R. LINS� CU Lic. No. 035791 °p 2/5/21 �A oSIONAL ERGS1 ,� 4 Z O a k Z Lu co O O z Z o a H U r > z w 1` uj w N O N N 00" L9 Ln MLn N Q J11 N Q W /o/'O ® V/ Es NCO w Ll, a J Z J I-� W �.L J LL w O F p� W PRO U W W U O C0 Ln D O v, W CD z � J U) F. J _ J Q 0 0+00 o+5o 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+5o 9+00 9+50 io+oo 10+50 11+00 11+50 12+00 12+50 < O STR-22B - SWM o m NOTES: O N NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH i. ALL FILL TO BE PLACED AT 95% COMPACTION. VERTICAL GRAPHIC SCALE z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. OF iz' OR GREATER SHALL HAVE SAFETY SLABS IN 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM Lu o z.s s o o ACCORDANCE WITH STANDARD SL-i AS FOUND IN SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & THE 2oo8 ROAD AND BRIDGE STANDARDS. F SANITARY SEWER MUST BE PROVIDED. F 0 w O w ( IN FEET ) 1 inch = 5 It, NOTE: HDPE CAN BE USED AS AN ACCEPTABLE o_ � SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. JOB NO. SEE DETAIL ON SHEET i7 FOR HDPE PIPE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER BEDDING INFORMATION. RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE 182150 HORIZONTAL GRAPHIC SCALE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR SCALE so o zs so mo z°o CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT 1" = 50' NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. OF 4' OR GREATER SHALL HAVE STEPS IN SHEET NO. ( IN FEET ) ACCORDANCE WITH STANDARD ST-i AS FOUND IN 1 inch = 50 ft. THE 2oo8 ROAD AND BRIDGE STANDARDS. �3 _n,O_ ry 440 N � z o m ° � 440 ? 435 � / 435 m m / � n o � � PROPOSED o ry ^' � / z" WATERLINE � O O � 1 6, CROSSING 43p � o �, � � � N 'i 'i 43° J> m f!1 N �Z Z� 0000 > > > � ~ Z Z Z � ry O — — — — — — — 425 � o o z4" RCP 4�5 � � � o 39.69 LF Qa z.og% / PROPOSED GRADE (TYP.) eo � a>>� F „� 21t � 30 4zo � � 4zo oS�F II 2�'4 m EXISTING GRADE (TYP.) L-- m � M N / / O � 0 o / 4�5 4�5 Q ry N O M / Z Z =O z4 RCP2.12% � v~iHzzz - — --'/ 279.49LFC 41O STR:iz VDOT STD. DI-3C (L=8') -•. - - -/ - - 4io — INV IN:385.z5T0 z4 INVIN:385.83TOi4 m /' INVIN:387.00TOYD-i 0 405 INV OUT: 383.i7 TO io `N � O 4°S o � � of � 24 RCP � 2 4 STR:io VDOT STD. DI-3B (L=iz') p N � � 244' 83CF TP=391.z5 O n am)oo m > MF INV IN: 38z.5z TO sz N m Z Z � Opp INV OUT: 38z.4z TO 8 _ — � > > > 400 H a,- ��zzz o O~ 395 N 0� Oro, M 395 tea» / ��ZZ / 24 RCP3.19% � 39p 16y.92�"F 390 o / m m 124"RCP m o O � 13' 35 O � ��� � o � �, i LF z.z6% 37�4 C PROPOSEDI 385 N o m ,^„ tD,F 8" WATERLINE � �zz� m— —O CROSSING � a > > > � F z z z 30" RCP j8O 3z.79 LF Qa i.g8% 380 30"RCP 3o.i5 LF Qa z.zz% 375 375 POSED VDOT STD. ES-i 370 30RCP237% 37° `F � 36"RCP 60.67 LF Qa i.z4o/a 365 365 INV. OUT: 367.67 PROPOSED VDOT STD. CLASS II RIPRAP OUTFACE w/GEOTEXTILE FILTER FABRIC UNDERLAYMENT j6O (L=zo', Wi=g', Wz=i8', D=z.S' MIN.) j60 'i O1 O � O O � m V1 � ei N S l0 °p N M p� O l0 L(� � l0 l!1 � � O l0 M � W M N W M M Ll1 M Ll1 � O> M O M Ol M W N Ol Ol N M W � Ol �} M O p� lD � Ol ,y ci � 01 ^ O O 'i M '{ l0 � W � ci O d ,y t0 t0 M W rl d � dl � CO m CO m M Ol M M F 01 M � p1 M � Ol M � O S � O � O O S O O d O ci •i 'i � 'i ci � •i ci S '{ N d •i ci S ,y N d N N N N N N N � N M � N M d N M M �+ d M M M M M M � S � �t � � � � � S � .t �} �t �t S � d � .t �} � STR:14 405 0 H J m m EXISTING GRADE (TYP.) 0 It N 0 O Ln DOT STD. DI-3B (L=io') o 00 400 TP=395.25 > m M INV IN: 390.25TOi6 �.m ,m;? INV IN: 387.83TO'146 °.0 INV OUT: 386.67TOiz r a> v,Fz 395 395 PROPOSED 'ROPOSED GRADE (TYP. 2" WATERLINE CROSSING 390 390 PiS"RCP 385 39.68 LF Qa 1.26% 385 38o 38o Oo N O o m m 430 425 420 415 410 405 400 395 390 385 0+00 0+50 STR-14B - STR-14 NG GRADE (TYP 00 / J / 0 A Ci N A i 0- 0 o 0 Lnmm O 00 O N O 0o 0 v � � � m > Oro 00100 N m z z z 0 F a»» 1n Fzzzz STR:6 390 390 EXISTING GRADE (TYP.) \\ 0 385 II m , 385 m DOT STD. DI-313 TP=375.92 0 INV IN: 370.00T08 U N INV IN: 368.52TO6B F o0 00 INV OUT:368.42TO N m > 0m F 38o In Wn D O Im LnFz 375 375 PROPOSED GRADE (TYP.) PROPOSED z" WATERLINE 370 1.0' CROSSING 370 15" RCP 365 39.68 LF Qa i.00% 365 0m M m c M M STR-o6B - STR-6 00 J PROPOSED GRADE (TYP.)-"' m o m STR:18 VDOT STD. DI-313 (L=io') 0 TP=418.33 o �- Ln INV IN: 410.75TO20 O H INV IN: 410.75 TO i8B > m m j INV OUT:408.33T016 0m0 H a O 4 20 W �,F.z,. 415 410 405 GRADE 420 ` 415 PROPOSED (TYP.) 1 2 z" WATERLINE CROSSING 410 15" RCP 39.67 LF Qa 1.26% M H H 0+00 0+50 STR-18B - STR-18 0 II d 51 H:28 VDOT STD. DI-3C (L=6') m TP=399-75 INV IN: 395.00 TO YD-2 o m 0 M m0 INV IN: 393-75 TO 30 o OOo INV IN:39z.75TO38 F 00 00 N INV OUT: 392.25 TO 26 O ,f1 a a STR:26 VDOT STD. DI-36 (L=8') N ° a a TP=399-75 m a? z O INV IN: 391.75 TO 28 00 H a » > INV OUT: 389.75 TO 24 1n z_ z z F m 00 Q m Nr4 / 00 / 0 ti F n 50 II O N N .J. 0 Ln 1, V M Na) 01 .. > m H N m mF a z z =O RCP 50% 0 O N _ y5 k i11 >>> v~iFzzz F� 00� y2zyyL / \ LA m 0 / N LOOS 0 00 0m N m > 4 CO MF N mzzo H -'>>> OPOSED y5326% WATERLINE 1 =.-9 6, lid 0 _ Imor"mmm, II ,..uivmmumnnmviininmmiivvv�nn 24' RCP ,10 LF @ 24" RCP 40.36 LF Qa 1.24% M m 00 0 Ln 0 O H O N O O O 0) m m ,t m m 0+00 0+50 1+00 1+50 2+00 kD N m M l0 N Om 1 a °� 0 a 2+50 3+00 3+50 4+00 STR-36B - STR-12 � RCP ti°I° y5 t•9 m ,m v m H N H a N H N H It N It It 4+50 5+00 5+50 6+oo 405 36o 355 350 345 340 EXISTING GRADE (1 YP. m m 0 z � N L x - w M w a M Ln en °3 m N _> Ln Fz _ / PROPOSED I 12" WATERLINE - CROSSING II II II 15" RCP 69.71 LF Qa 0.82% 00 p F o > f STR:zB VDOT STD. DI-3C (L=8') TP=353-42 INV IN: 348.0o TO 2D INV OUT: 346.5o TO 2 m F v1 a H X m w m a0 o m O O F F 0 m 0 0� p O m 360 O lO lO rmn It Ln _ F M m MF M O a > n F z z z ^� O O n O ---�L �? 355 GRADE (TYP.) 350 15" RCP 49-73 LF @a 2.67% 345 15" RCP 39.83 LF Qa i.00% T 9 m � m M M M 0+00 0+50 1+00 1+50 STR-zD - EX-STR STR:36 VDOT STD. DI-313 (L=16') TP=424.00 INV IN: 417.io TO 36B INV OUT: 417.00 TO 34 430 STR:36B VDOT STD. DI-313 (L=12') TP=424.z5 INV OUT: 417.5o TO 36 425 III 420 PROPOSED 4" WATERLINE CROSSING 15" RCP 415 33.o5 LF Qa 1.21% 6+5o 410 405 00 II d m EXISTING GRADE (TYP.) 0 0 Q N STR:20 VDOT STD. DI-3B (L=1o') Ln o TD L G 340 375 375 EXISTING GRADE (TYP. 370 370 0 O J PROPOSED GRADE (TYP.) / J m 365 o m N o 0 �o F 365 0o 0 O F- coF n d Ln F �o O m w/ 0� > N 36o m N so, 000 Lno,o > �Z� m Mo Im-O Fd> "Fz 36o �n vF F?? O O kO tD > mmmH N mZZo 355 Ln F z z z 355 PROPOSED 12" WATERLINE CROSSING F 350 00 350 y5 RCP 3.31% 00- i5" RCP 40.og LF Qa 1.00% 345 y1216LF 345 S 00 N M M M m m m Ln m m M m M M 0+00 0+50 1+00 1+50 STR-4B - STR-z EXISTING GRADE (TYP.) STR:16B VDOT STD. DI-313 (L=1o') TP=4o8.42 STR:16 VDOT STD. DI-313 (L=12') INV OUT: 401.33 TO 16 TP=4o8.42 INV IN: 402.42 TO 18 430 INV IN: 400.83 TO 16B] 410 INV IN: 418.25 TO 2200 INV IN: 416.77TO2oBm nF INV OUT: 416.67 TO 180 ND !tO IT 425n F z 425 ROPOSED GRADE (TYP.) \ 420 \ 420 PROPOSED z" WATERLINE CROSSING 415 415 15" RCP 39.7o LF Qa im.% 420 420 N N.00 N S m � 0+00 0+50 400 STR-zoB - STR-zo 395 390 385 INV OUT: 395-42 TO 14 PROPOSED 12" WATERLINE CROSSING 405 405 ROPOSED GRADE (TYP. 1. z' 400 400 15" RCP 39-7o LF Qa 1.26% 395 395 M 0 m 0 a m 0 0 0+00 0+50 STR-16B - STR-16 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 20( NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i 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-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. IN FEET ) 1 inch = 50 ft NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 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, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. SCOTT/R. Cb-LLINS'Z Lic. No. 035791 a 2/S/21 14 z 0 a k Of Z Ln 0 co O o Z � o H Lnn F > w Z H �W/ w N O N In N L9 O ti Cm7 z Q N J ® 4 Cy') a - i 0 N Q O Cn O�/ 04 N clL Ll, a J z u J I-� U- L u J ILL Lu O 0 2 U W Lu LL U O Lncn O v, Lu m Lu z J V J J _ W J Q o O 0CDm U w J F O 0 o! w w _ a � JOB NO. 182150 SCALE ill _501 SHEET NO. z4 EXISTING GRADE (TYP.j \ 415 STR:38 VDOT STD. DI-3B (L=1o') TP=405J5 INV IN: 400.75 TO 40 INV IN: 398.42 TO 38B INV IN: 401.5o TO YD-3 INV OUT: 395-75 TO 28 405 GRADE 400 STR:40 � IN 'Mi STR:38B VDOT STD. DI-3B (L=1o') TP=4o5.83 INV IN: 401.5o TO ROOFz INV OUT: 398.83 TO 38 410 1 I 405 WATERLINE 400 OSSING L15" RCP 395 32.71 LF Qa 1.25% m m 0 o It 0+00 0+50 STR-38B - STR-38 PROPOSED GRADE (TYP.) iv ri 2 N J u'ti Ln o m 000 0 O N O Q 0 0 0 O m a t ^aar ull 0 > 415 A I » > H 0 395 430 430 EXISTING GRADE (TYP.) DOT STD. DI-313 (L=12') \ TP=418.83 \ 425 INV IN: 413.83 TO 42 V IN: 414.5o TO ROOFS STR:4o6 VDOT STD. DI-3B (L INV IN: 411.67 TO 40B TP=418.83 INV OUT: 405.83 TO 38 INV IN: 414.5o TO ROOF4 INV OUT: 412.00 TO 40 420 420 ROPOSED GRADE (TYP. 1 415 PROPOSED 415 8" WATERLINE CROSSING 15" RCP 410 32.69 LF @ im% 410 405 LJ 405 Cq �00 ry N 0+00 0+50 STR-4oB - STR-40 N EXISTING GRADE (TYP.) - m 420 0 0 STR:30 VDOT STD. DI-313 (L=8') p -0 TP=4oz.25 INV IN: 397. z5 TO 32 INV IN: 395.25 TO 3oB Op m INV OUT: 394.25 TO 28 > `" ° 405 ° so > \�ICLz 415 1400 ==k-j zzz oo r0 a0 a> Ln 410 410 405 405 15' RCP 73.8o LF Qa 11.020/0 400 \ 400 EXISTING GRADE (TYP.)- It 395 1 395 o d 0 M m 0+00 STR- 4B o STR-oo 5 54 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF lz' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-lAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 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. GRADE 395 390 =1z') 410 405 � e PROPOSED 3' 6" WATERLINE CROSSING 395 15" RCP 33.21 LF 1.26% 390 a O1 N 0 N 0 STR o 3 3 ooB - STR- o 430 EXISTING GRADE (TYP.) 440 STR:4z In 440 I- B (L=1z') VDOT STD. DI-3B (L=1z') STR:42B VDOT STD. D 3 TP=433-42 TP=433-So INV IN: 427-42 TO 44 INV IN: 428.5o TO ROOFS INV IN: 4z6.17TO42B INV OUT: 426.5oTO42 V IN: 4z9.00TO ROOF? 435 INV OUT: 421.4z TO 40 R430 ED GRADE (TYP.) 430 430 PROPOSED 1 z' 8" WATERLINE CROSSING 425 425 15" RCP 32-73 LF Qa i.m% 420 420 � m m m It mId- 0+00 0+50 STR-42B - STR-42 PROPOSED GRADE (TYP. STR:32 VDOT STD. DI-3B (L=io') 4�5 TP=411.00 INV IN: 405.00 TO 34 STR:32B VDOT STD. DI-3B (L=14') INV IN: 4o4.00TO32B TP=411.00 INV OUT: 402.00 TO 30 INV OUT: 404.42 TO 32 410 410 0+00 0+50 1+00 1+50 STR-78B - STR-58B EXISTING GRADE (T I I �\ PROPOSED 15"WATERLINE 405 CROSSING 405 RCP Opp L3z!75 LF Qa 1.z8% 400 0 0 a STR o 02 B - STR- 2 3 3 430 0+00 0+50 STR-42B - STR-42 PROPOSED GRADE (TYP. STR:32 VDOT STD. DI-3B (L=io') 4�5 TP=411.00 INV IN: 405.00 TO 34 STR:32B VDOT STD. DI-3B (L=14') INV IN: 4o4.00TO32B TP=411.00 INV OUT: 402.00 TO 30 INV OUT: 404.42 TO 32 410 410 0+00 0+50 1+00 1+50 STR-78B - STR-58B EXISTING GRADE (T I I �\ PROPOSED 15"WATERLINE 405 CROSSING 405 RCP Opp L3z!75 LF Qa 1.z8% 400 0 0 a STR o 02 B - STR- 2 3 3 430 o 0 O Ln 0 0 0> n STR:56 VDOT STD. DI-3B (L=6') m N F TP=412.25 It o INV IN: 405.1oTO58 F a> INV IN: 405.50TO56B1 Ln r i 0+00 415 mvvui:4o5.001u54 410 Ir 410 PROPOSED PROPOSED GRADE (TYP.) 4" WATERLINE l.z' CROSSING \ 405 405 EXISTING GRADE (TYP.) 15" RCP 32.71 LF Qa 0.76% 400 1 400 m 00 N O a N H a 0+00 0+50 STR-56B - STR-56 0+50 1+00 1+50 H J EXISTING GRADE (TYP.) p 0 W STR:6o VDOT STD. DI-313 (L=io') o O TP=416.58 U INV IN: 409.00 TO 62 O o INV IN: 409.58 TO 6oB o m 3 INV IN: 411.00 TO YD-5 m °D H ID INV OUT: 408.5oTO58B \,$ H It 0 420 H,a > Ln r ? 415 PROPOSED 15"WATERLINE CROSSING 410 405 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 STR-44B - STR-28 VERTICAL GRAPHIC SCALE d 5 0 2.5 5 10 20 m m 4�5 ( IN FEET) EXISTING GRADE (TYP. 0 LA 1 inch = 5 ft. H STR:70 VDOT STD. DI-31B (L=8') 0 N TP=436.25 > N a HORIZONTAL GRAPHIC SCALE INV IN: 430.25TO7z o m:) 440 420 INVIN:42735TO7oB w i10 50 0 25 50 ,00 F O_ > 200 INV OUT:4z7.z5TO68 ,n z i ( IN FEET ) I inch = 50 £t. 435 4 4�535 EXISTING GRADE (TYP. PROPOSED PROPOSED GRADE (TYP.)1�--12" WATERLINE =D GRADE (TYP.) STR:66 VDOT STD. DI-3B (L=8') CROSSING TP-42933 1. z' INV IN: 422.35 TO 68 STR:66B VDOT STD. DI-36 (L=1o') 430 430 410 INV IN: 422.35 TO 66B TP=429.67 INV OUT: 4zz.25TO64B \\ INV OUT: 4zz.67TO66 430 \ 430 15" RCP 33.18 LF Qa 1.27% 0+00 0+50 FsTR-6oB - STR-6o 405 PROPOSED GRADE (TYP.) 4�5 425 425 PROPOSED l.z 8" WATERLINE CROSSING 15" RCP 420 3335 LF Qa 0.96% 420 0+00 0+50 STR-66B - STR-66 39.72 LF Qa i.00% 425 �i 0+00 0+50 STR-7oB - STR-70 SCOTT/R. Cb-LLINS'Z Lic. No. 035791,E P 2/5/21 ctv�i z 0 a k Lu Z co O 0 Z J 0 Q 1� V > z w H W w L9 rn r ti M 00 Q N ® c c+0 ^J 1 0 N Q o C0')O�/ 04 N clL w> Q Lu z 1- , �.L W J w L.L O F -' 06 uj 2 U W w U O ulcn O v, W CD Z � J U) I -II J _ J Q o OC: N co u W J H 0 o w W a JOB NO. 182150 SCALE ill =501 SHEET NO. 25 455 455 / / 455 / o 455 i i m m O LL EXISTING GRADE (TYP. i� p O^ 0 0 p 450 F o o 0, 450 ���--- 0 >0oaia / STR:76 VDOT STD. DI-36 (L=12') m N aF / TP=442.00 ^ a z O / INVIN:434.6oT076BCL zz 445 / INV OUT: 434.5o TO 74 Ln - - 445 / o / / J / m a PROPOSED GRADE (TYP. m m 0 ��O 440 / 000 Z) 440 1n �_ �_ 0- / 0 ' o N m 11 / d C) N > 't N N a PROPOSED M a � 1.4 8" WATERLINE N a? -0 CROSSING 435 t to L z z z 435 OoLn ~O � N m p �00 o a H a? 15"RCP zz 32.79 LF Qa 1.22% 430 a ° 430 w > > v1 H z z z F ��v ti56 425 425 15 RCP % �g.a5 OLJ 420 _ ,yo8'19 F 420 415 415 N. N tDOl N „m1 cn In Ol d N f W 00 M M M S It a a a a a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-76B - STR-64 VERTICAL GRAPHIC SCALE 5 0 25 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 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 20, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i 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-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. zo / m / 11 d m PROPOSED GRADE (TYP.) / ap m 450 / 0 0 45 / d -m o d O _ o STR:64B VDOT STD. DI-3C (L=8') 1 O O Ln o Ln O 0 TP=427.25 m / O iD o >m o EXISTINGGRADE(TYP.) . p INVIN: 2175TO66 M �o / > aHm r INV IN: 423.25TO ROOF12 0 C) , OUT: 419.00 TO 64 In ~a a445 0a =°INV a > F z 445O0 x a l0 11 M N Z Z 1n 000 0 N M N a / eo �} F > lz a aH / Ln 00 00 ^ a z z O / STR:64 VDOT STD. DI-3B (L=8') 440 TP=427.25 INV IN: 418.S2TO64B M F m ^� m o O o a ~ a z z z o ao� a NN 1n~--- > 440 PROPOSED INV IN: 420.25 TO 74 \ o ww m N 2" WATERLINE INV OUT: 418.42 TO 62 \ Ln N a; > 0 // CROSSING / \O mn.1N l~JIHZZZ TPR:i8B$ DOT STD. DI-3C (L=8') / / > aF > m 241 N 1.1' 435 lz INV N:4 7.83TO78 / = / = 11 zp / -0000 435 INV IN: 4o8.00 TO 6o F- H z z z / INV OUT: 407.00 TO 58 �� \� // 1 RCP / " RCP g% 39-71 LF �a 1.00% 430 � \ 15 F�3z 430 STR:58 VDOT STD. DI-3B (L=8') o 681 y29 TP=414.83 N STR:62 VDOT STD. MH INV IN: 4o6.27 TO 58B d / TP=425.00 INV OUT: 46.17T056 INVIN:41.00T0y 6 o m ^00INV OUT: 413.00 TO 6o PROPOSED io Z >_ O 8" WATERLINE 425 0000 CROSSINGoag 77t30" RCP 4�5 M p / C! °v°, $ 0 59.91 LF Qa 2.09% a v . -o 00 m m N a aaa� g m ��v0 -t ID1.z o o° o� 0' RC 420 o0 o F � v1 0 o O v a p r ° 0 �j n aF / // a>>>� v1 H Z Z Z Z s,21CF�Ps9°� 420 PROPOSED 4'1 30" RCP > ^ a aF v " Z Z � / 6" WATERLINE 34-57 LF Qa 1.45% � Z Z x °-- 0 / CROSSING x o ,toZZ_Z_ a - - O fE 0 wa»> inI­- tl PROPOSED SANITARY Ln L F z z z / SEWER CROSSING 415 O o - 415 r Ln ", / PROPOSED 2 30" RCP p moo m / 6" WATERLINE 32.76 LF Qa 1.45% N ^m� N Lonz / CROSSING m a u.1 �0 a O> 3o" RCP 410 0 � O °o n H z z // 30.46 LF Qa 1.38% 410 o, RCP Wo p o 00 •t M 0 > 4�1 0, 0 MH z x 1.0' 3o" RCP a - 0> 34-53 LF Qa 1.45% 405 r 1n z z -00 405 3o" RCP PROPOSED SANITARY / 32.85 LF Qa 2.22% SEWER CROSSING /000 3o" RCP 400 // RCP 16 Ca 1°% k 9 57-97 LF (al 1.85% 400 o 0 FO / 3o" RCP o 0 g6A 51.ig LF Qa 1.95% F O '^ o mM omF > / / 395 r 00 z O 395 �„ CL / - - / / RC 741.26LPF Qa 2.42% 390 390 x / CO 0 / 0� Ln 385 H coo 0 a ° 385 0 mF > OID / Ln H z z 94�_f 2.27% 65 380 38o / 375 375 00 30, RCP 0 2.39 370 CF G� 370 62•17 t3o" RCP 365 15.2o LF Qa 2.76% 365 TIE -INTO UNDERGROUND DETENTION FACILITY, INV.=368.33 36o 36o N 0 ' N M 10 00 O 00 0) ws l0~ 00 0) O IO OH O O Ol N H O M O m mrl N 00 00 M lO0 1r,. MIL�n n 00 N ri 00 O C ko rO O mN mN mM m <0 a NIn ,ay l m FM m 00 M 0) M m OO a H H mN m m M It M M a s 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 STR-72B - UNDERGROUND DETENTION FACILITY 8+5o 9+00 9+50 10+00 SCOTT/R. Cb-LLINS'Z Lic. No. 0357911E 2/5/21 Z ,O VI Lu ae Lu ti M z Co Cn N 00 i N C7 w Cn N N w > Lu J J Lu I- 0 zU w ' Y L1J ul U) z LLJ L1J � U) JLLJ JQ O O O N u Structure Area (Acres) Cw t° (MID.) 2 0.22 0.50 6.0 2B 0.25 0.60 6.0 2D 0.53 0.70 8.0 4 0.31 0.50 6.0 4B 0.27 0.60 6.0 6 0.15 0.60 6.0 6B 0.16 0.70 6.0 10 0.40 0.75 6.0 12 0.22 0.65 6.0 14 0.15 0.60 6.0 14B 0.10 0.70 6.0 16 0.25 0.60 6.0 16B 0.17 0.70 6.0 18 0.38 0.60 6.0 18B 0.20 0.70 6.0 20 0.32 0.60 6.0 20B 0.15 0.75 6.0 22 0.25 0.60 6.0 22B 7.80 0.60 11.0 22E1 STR 0.26 0.60 6.0 24 1 0.75 5.0 26 0.19 0.75 6.0 28 0.14 0.75 6.0 30 0.17 0.55 6.0 30B 0.28 0.75 6.0 32 0.18 0.75 6.0 32B 0.38 0.75 6.0 34 0.09 0.75 6.0 36 0.50 0.75 6.0 36B 0.29 0.75 6.0 38 0.19 0.75 6.0 38B 0.17 0.75 6.0 40 0.20 0.75 6.0 40B 0.19 0.75 6.0 42 0.18 0.75 6.0 42B 0.18 0.75 6.0 44 0.12 0.75 6.0 44B 0.12 0.75 6.0 50 0.22 0.50 6.0 54B 0.64 0.70 6.0 56 0.07 0.75 6.0 56B 0.17 0.75 6.0 58 0.18 0.75 6.0 58B 0.29 0.75 6.0 60 0.15 0.75 6.0 60B 0.32 0.75 6.0 64 0.20 0.75 6.0 64B 0.23 0.75 6.0 66 0.11 0.75 6.0 66B 0.14 0.75 6.0 70 0.10 0.70 6.0 70B 8.55 0.60 8.0 70B STR 0.20 0.60 6.0 72 0.10 0.70 6.0 72B 0.26 0.50 6.0 74 0.19 0.75 6.0 74B 0.18 0.75 6.0 76 0.20 0.75 6.0 76B 0.18 0.75 6.0 78 0.35 0.75 6.0 78B 0.32 0.75 6.0 YD-1 0.17 0.60 6.0 YD-lA 0.15 0.60 6.0 YD-1B 0.18 0.60 6.0 YD-IC 0.17 0.60 6.0 YD-ID 0.14 0.60 6.0 YD-1 E 0.12 0.60 6.0 YD-117 0.10 0.60 6.0 YD-1H 0.15 0.60 6.0 YD-lI 0.12 0.50 6.0 YD-2 0.36 0.30 10.0 YD-3A 0.21 0.60 6.0 YD-3B 0.36 0.45 6.0 YD-3C 0.21 0.50 6.0 YD-3D 0.17 0.60 6.0 YD-3E 0.31 0.50 6.0 YD-3F 0.11 0.55 6.0 YD-3G 0.16 0.55 6.0 YD-4 0.20 0.50 6.0 YD-4A 0.18 0.50 6.0 YD-4B 0.21 0.55 6.0 YD-4C 0.18 0.50 6.0 YD-4D 1 0.70 6.0 YD-5 0.34 0.45 6.0 YD-5A 0.33 0.45 6.0 YD-5B 0.19 0.55 6.0 YD-5C 0.22 0.55 6.0 ROOFI 0.11 0.90 5.0 ROOF2 0.11 0.90 5.0 ROOF3 0.11 0.90 5.0 ROOF4 0.13 0.90 5.0 ROOF5 0.11 0.90 5.0 ROOF6 0.13 0.90 5.0 ROOF7 0.11 0.90 5.0 ROOF8 0.11 0.90 5.0 ROOF9 0.13 0.90 5.0 ROOF10 0.11 0.90 5.0 ROOFII 0.11 0.90 5.0 ROOF12 1 0.90 5.0 T-4 / o / o i -----_---��-/� \ J / STR-7oB SIZED TO ACCOMMODATEV FUTURE BLOCK 18 DRAINAGE / ROPOSED DRAINAGE DIVIDE (TYP.)\ YD-yB I �i --- ----�-- '1- li ROOFSo 7 - \ --STR-22B SIZED TO ACCOMMODATE 1 FUTURE BLOCK 18 DRAINAGE zo6 YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (it) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION YD-1 H 12" Yard Inlet 438.00 12 85.67 c 434.00 431.00 HOPE YD-1G 24" Cleanout 435.00 12 100.33 c 431.00 426.00 HOPE YD-1 F 12" Yard Inlet 430.00 12 88.75 c 426.00 418.83 HOPE YD-1 E 12" Yard Inlet 422.83 12 93.42 c 418.33 412.00 HOPE YD-1 D 12" Yard Inlet 416.00 12 73.63 c 412.00 408.17 HDPE YD-1C 12" Yard Intel 412.17 12 125.50 c 408.17 403.00 HOPE YD-1 B 12" Yard Inlet 407.00 12 99.58 c 403.00 399.00 HOPE YD-1A 12" Yard Inlet 403.00 12 88.42 c 399.00 394.00 HOPE YD-1 12" Yard Inlet 398.00 12 58.75 c 394.00 387.00 HOPE YD-11 12" Yard Inlet 435.00 12 20.50 c 431.25 431.00 HOPE YD-2 15" Yard Inlet 399.33 12 17.25 c 395.33 395.00 HDPE YD-3G 12" Yard Inlet 438.50 12 154.42 c 435.50 434.00 HOPE YD3F 12" Yard Inlet 438.00 12 70.50 c 434.00 426.00 HOPE YD3E 15" Yard Inlet 430.00 12 86.83 c 426.00 422.00 HOPE YDl 12" Yard Inlet 426.00 12 89.17 c 422.00 412.00 HOPE YD3C 12" Yard Inlet 416.00 12 81.83 c 412.00 406.00 HOPE YD-313 15" Yard Intel 410.00 12 68.50 c 406.00 405.00 HOPE YD-3A 15" Yard Intel 409.00 12 93.75 c 405.00 402.00 HOPE YD-3 12" Cleanout 407.00 12 19.33 c 402.00 401.50 HOPE YD-4D 12" Yard Inlet 446.00 12 119.00 c 442.00 437.83 HOPE YD-4C 12" Yard Inlet 441.83 12 112.83 c 437.83 430.33 HOPE YD-4B 12" Yard Inlet 434.33 12 96.00 c 430.33 427.00 HOPE YD-4A '12" Yard Inlet 43'I.00 12 88.83 c 427.00 425.67 HOPE YD-4 12" Yard Inlet 428.67 12 28.75 c 425.67 425.33 HOPE YD5C 12" Yard Inlet 424.00 12 107.25 c 420.00 418.00 HOPE YD5B 12" Yard Intel 422.00 12 125.50 c 418.00 414.00 HOPE YD5A 15" Yard Intel 418.00 12 112.50 c 414.00 412.00 HOPE YD-5 15" Yard Inlet 416.00 12 76.33 c 412.00 411.00 HDPE \ _- \\- DRAINAGE DESCRIPTIONS " PIPE INFORMATION INLET INFORMATION / STR. NO. DIA. (in.) LENGTH* (It SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 2D DI-3B CG-6 14 354.33 / 2C 15 49.73 2.67% 349.33 348.00 RCP 2B DI-3C CG-6 8 353.42 2A 15 39.83 1.00% 346.50 346.10 RCP 2 DI-313 CG-6 8 353.50 J 1 15 69.71 0.82% 346.00 345.43 RCP / 4B DI-313 CG-6 10 357.50 4C 15 40.09 1.00% 350.33 349.93 RCP / 4 DI-313 CG-6 10 357.17 3 15 112.76 3.31% 349.73 346.10 RCP / I 22B DI-3B CGE 10 436.67 22A 24 39.69 2.09% 428.50 427.67 RCP / 22 DI-313 CG-6 10 436.67 / 21 24 224.05 3.76% 426.67 418.25 RCP DI-3B CG-6 10 424.25 19 24 279.49 2.12% 416.67 410.75 RCP / \ 18 DI-313 CG-6 10 418.33 17 24 244.83 0 2.41 /0 408.33 402.42 RCP 16 DI-3B CG-6 12 408.42 � 15 24 161.92 3.19% 395.42 390.25 RCP 14 DI-3B CG-6 10 395.25 13 24 37.14 2.26% 386.67 385.63 RCP 12 DI-3C CGE 8 391.25 11 30 32.79 1.98% 383.17 382.52 RCP _ 10 DI-36 CGE 12 391.25 9 30 30.15 2.22% 382.42 381.75 RCP 8 MH CG-6 - 387.75 7 30 115.88 2.37% 372.75 370.00 RCP 6 DI-313 CG-6 10 375.92 5 36 60.67 1,24% 368.42 367.67 RCP - \ 6B DI-3B CG-6 10 375.92 \ 6A 15 39.68 1.00% 368.92 368.52 RCP 14B DI-36 CG-6 10 395.33 � - 14A 15 39.66 1.26% 388.33 387.63 RCP �- 16B DI-3B CG-6 10 408.42 16A 15 39.70 1.26% 401.33 400.83 RCP 18B DI-3B CG-6 8 418.33 - 18A 15 39.67 1.26% 411.25 410.75 RCP 20B DI-36 CG-6 8 424.25 ! 20A 15 39.70 1.01% 417.17 416.77 RCP /� 36B DI-313 CG-6 12 424.25 /// 36A 15 33.05 1.21% 417.50 417.10 RCP � DI-313 CGE 16 424.00 / 35 15 91.46 4.92% 417.00 412.50 RCP �\ 34 DI-3B CG-6 8 418.50 33 15 122.12 4.50% 410.50 405.00 RCP 32 DI-313 CG-6 10 411.00 31 15 145.56 3.26% 402.00 397.25 RCP 30 DI-36 CG-6 8 402.25 29 18 38.22 1 1.31% 1 394.25 393.75 RCP 28 DI-3C CGE 6 399.75 27 24 32.80 1.52% 392.25 391.75 RCP 26 DI-313 CG-6 8 399.75 25 24 40.36 1.24% 389.75 389.25 RCP 24 DI-3B CG-6 8 396.58 23 24 139.10 1.50% 387.33 385.25 RCP 30B DI-313 CG-6 12 402.67 30A 15 33.21 1.26% 395.67 395.25 RCP 32B DI-3B CG-6 14 411.00 32A 15 1 32.75 1.28% 404.42 404.00 RCP 44B DI-3B CGE 8 445.58 44A 15 32.71 1.22% 438.75 438.35 RCP 44 DI-3B CG-6 8 445.58 43 15 166.79 6.49% 438.25 1 427.42 RCP 42 DI-313 CG-6 12 433.42 41 15 175.22 4,33% 421.42 413.83 RCP 40 DI-36 CG-6 12 418.83 39 15 162.05 3.13% 405.83 400.75 RCP 38 DI-3B CG-6 10 405.75 37 24 140.97 2.13% 395.75 392.75 RCP DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 38B DI-3B CG-6 10 405.83 36A 15 32.71 1.25% 398.83 398.42 RCP 40B DI-3B CG-6 12 418.83 40A 15 32.69 1.01 % 412.00 411.67 RCP 42B I DI-313 CG-6 1 12 433.50 42A 15 32.73 1.01 % 426.50 426.17 RCP 72B DI-3B CG-6 8 442.00 72A 15 39.71 1.00% 435.00 434.60 RCP 72 DI-3B CG-6 6 442.00 71 15 129.68 3.28% 434.50 430.25 RCP 70 DI-3B CG-6 8 436.25 69 30 59.9'I 2.09% 427.25 426.00 RCP 68 MH CG-6 - 432.83 67 30 87.21 1.89% 424.00 422.35 RCP 66 DI-3B CG-6 8 429.33 65 30 34.57 1.45% 422.25 421.75 RCP 64B DI-3C CG-6 8 427.25 64A 30 32.76 1.45% 419.00 418.52 RCP 64 DI-3B CGE 8 427.25 63 30 30.46 1.38% 418.42 416.00 RCP 62 MH CG-6 - 425.00 61 30 151.01 2.65% 413.00 409.00 RCP 60 DI-3B CG-6 10 416.58 59 30 34.53 1.45% 408.50 408.00 RCP 58B DI-3C CG-6 8 414.83 58A 30 32.85 2.22% 407.00 406.27 RCP 58 DI-3B CG-6 8 414.83 57 30 57.97 1.85% 406.17 405.10 RCP 56 DI-3B CG-6 6 412.25 55 30 51.19 1.95% 405.00 404.00 RCP 54 MH CG-6 - 411.50 53 30 86.48 2.02% 400.50 398.75 RCP 52 MH CG-6 - 405.75 51 30 41.26 2.42% 395.50 394.50 RCP 50 DI-1 CG-6 - 400.50 49 30 65.94 2.27% 385.00 383.50 RCP 48 MH CG-6 - 389.00 47 30 62.77 2.39% 373.00 371.50 RCP 46 MH CG-6 - 377.00 45 30 15.20 2.76% 368.75 368.33 RCP 54B DI SC CG-6 12 410.00 54A 15 73.80 1.02% 404.00 403.25 RCP 56B DI-3B CG-6 8 412.25 56A 15 32.71 0.76% 405.75 405.50 RCP 60B DI-3B CG-6 14 416.83 60A 15 33.18 1.27% 410.00 409.58 RCP 66B DI-36 CGE 10 429.67 66A 15 33.35 0.96% 422.67 422.35 RCP 70B DI-3B CGE 10 436.25 70A 30 39.72 1.00% 427.75 427.35 RCP 76B DI-3B CGE 10 442.08 76A 15 32.79 1.22% 435.00 434.60 RCP 76 DI-3B CG-6 12 442.00 75 15 156.47 6.65% 434.50 424.10 RCP 74 DI-3B I CG-6 10 431.42 73 15 108.79 3.45% 424.00 420.25 RCP 74B 1 1DI-3B CG-6 10 431.50 74A 15 32.67 1.22% 424.50 424.10 RCP 78B DI-36 CGE 14 420.17 78A 15 33.57 1.19% 413.33 412.93 RCP 78 1 DI-3B CG-6 14 419.75 77 15 128.24 1 3.90% 412.83 407.83 RCP � r r r \ r r � r i r GRAPHIC SCALE i°° ° 50 ioo zoo IN FEET) / l l / l / ll// /II ✓ 1 inch = 100 ft. v z \\ \\ \II �/ I/ I II I Y� vI \\\� �AV AVA\\V\\1�\\VA,\�IVIIII vA V ( 1V 1 I SCOTTyR. Cal Lic. No. 035791 .1, P 2/5/21 sv�� z O J V/ U Z O w o z ur) J Q O En- F- Z > w I Ili L9 7- rl M N M CY) O CN w W / w z � J H� OL9 l� U _ z U z F --- I Tl w V` 0 LU ,/ i LU U c0 Ul O W i co LU � J H� L 1_ J Q o (D CD 0 C:) W N LU r. JOB NO. 182150 SCALE 1 rr=100' SHEET NO. 27 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � rat+ n O aq i] � J H O O t i" ,fin y � ,� q �1 .O-. N ot+ OI � U O C c 2� � m N � S U O p` c � m O lY� ry er m w p x 'e L O � y, a .� N VN1 , O U 3 � V ; U a � d m `ar a a c L W 7 Qi 2 � 'm °� a v � v N L p 3 i�' .o ,^ N d V St •-\ O O T n L X W O C U N fn � N ry � c O `y t0 � x � m 3 2• o � N � N � N O 10 .E " II 2 � INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet L _ T �C O 0 � O Q. D J � � �-° d � � W v v Z N U O 5 W C C T C Q W c U Q U U O O O 3 o a w N 9� � � C C p s y '� '° L Q U 3 r � O � U 1'° C � V ; N N «� O1 iO 001 � IA ynj O U 0 �i � � F W L-y m a c N L fV m N v .�.. O U N � C tl?�J N 3 � Ql O O O GJ }� mi � � .N y N II �I Q1 J U T E ,u N N J J W Q O U K 2 3B 8.0 0.22 0.50 0.110 0.72 0.00 0.72 0.0200 0.0200 2.0 0.0833 4.1650 5.16 0.88 3.5192 0.1466 0.1480 6.38 1.25 1.00 0.72 0.00 2D 3B 14.0 0.53 0.70 0.371 2.41 0.00 2.41 0.0250 0.0200 2.0 0.0833 4.1650 7.81 0.89 3.5192 0.1466 0.1212 12.67 1.09 1.00 2.41 0.00 4 3B 10.0 0.31 0.50 0.155 1.01 0.00 1.01 0.0492 0.0200 2.0 0.0833 4.1650 4.98 0.88 3.5192 0.1486 0.1490 9.66 1.04 1.00 1.01 0.00 4B 3B 10.0 0.27 0.60 0.162 1.05 0.00 1.05 0.0492 0.0200 2.0 0.0833 4.1650 5.04 0.88 3.5192 0.1486 0.1490 9.84 1.02 1.00 1.05 0.00 6 3B 10.0 0.15 0.60 0.090 0.59 0.00 0.59 0.1000 0.0200 2.0 0.0833 4.1650 3.54 0.98 3.5192 0.1466 0.1637 8.88 1.11 1.00 0.59 0.00 6B 3B 10.0 0.16 0.70 0.112 0.73 0.00 0.73 0.1000 0.0200 2.0 0.0833 4.1650 3.84 0.95 3.5192 0.1466 0.1593 10.01 1.00 1.00 0.73 0.00 10 3B 12.0 0.40 0.75 0.300 1.95 0.00 1.95 0.0200 0.0200 2.0 0.0833 4.1650 7.52 0.72 3.5192 0.1466 0.1256 10.78 1.11 1.00 1.95 0.00 14 3B 10.0 0.15 0.60 0.090 0.59 0.00 0.59 0.1000 0.0200 2.0 0.0833 4.1650 3.54 0.97 3.5192 0.1466 0.1622 9.04 1.11 1.00 0.59 0.00 14B 3B 10.0 0.10 0.70 0.070 0.46 0.00 0.46 0.1000 0.0200 2.0 0.0833 4.1650 3.22 0.98 3.5192 0.1466 0.1637 8.09 1.24 1.00 0.46 0.00 16 3B 12.0 0.25 0.60 0.150 0.98 0.00 0.98 0.0649 0.0200 2.0 0.0833 4.1650 4.65 0.90 3.5192 0.1466 0.1520 10.23 1.17 1.00 0.98 0.00 16B 3B 10.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0649 0.0200 2.0 0.0833 4.1650 4.27 0.94 3.5192 0.1466 0.1578 9.07 1.10 1.00 0.77 0.00 18 3B 10.0 0.38 0.60 0.228 1.48 0.00 1.48 0.0199 0.0200 2.0 0.0833 4.1650 6.79 0.75 3.5192 0.1466 0.1300 9.40 1.06 1.00 1.48 0.00 18B 3B 8.0 0.20 0.70 0.140 0.81 0.00 0.91 0.0199 0.0200 2.0 0.0833 4.1650 5.66 0.84 3.5192 0.1466 0.1432 7.22 1.11 1.00 0.91 0.00 20 3B 10.0 0.32 0.60 0.192 1.25 0.00 1.25 0.0312 0.0200 2.0 0.0833 4.1650 5.85 0.83 3.5192 0.1466 0.1417 9.50 1.05 1.00 1.25 0.00 20B 3B 8.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0312 0.0200 2.0 0.0833 4.1650 4.79 0.90 3.5192 0.1466 0.1520 7.28 1.10 1.00 0.73 0.00 22 3B 10.0 0.25 0.60 0.150 0.98 0.00 0.98 0.0579 0.0200 2.0 0.0833 4.1650 4.75 0.90 3.5192 0.1466 0.1520 8.68 1.01 1.00 0.98 0.00 228 STR 3B 10.0 0.26 0.60 0.156 1.01 0.00 1.01 0.0579 0.0200 2.0 0.0833 4.1650 4.82 0.90 3.5192 0.1466 0.1520 10.05 1.00 1.00 1.01 0.00 24 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 0.0577 0.0200 2.0 0.0833 4.1650 3.21 0.98 3.5192 0.1466 0.1637 6.08 1.32 1.00 0.34 0.00 26 3B 8.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0200 0.0200 2.0 0.0833 4.1650 5.69 0.84 3.5192 0.1466 0.1432 7.29 1.10 1.00 0.93 0.00 30 3B 8.0 0.17 0.55 0.094 0.61 0.00 0.61 0.0577 0.0200 2.0 0.0833 4.1650 3.98 0.95 3.5192 0.1466 0.1593 7.87 1.02 1.00 0.61 0.00 30B 3B 12.0 0.28 0.75 0.210 1.37 0.00 1.37 0.0577 0.0200 2.0 0.0833 4.1650 5.40 0.97 3.5192 0.1466 0.1622 10.94 1.10 1.00 1.37 0.00 32 3B 10.0 0.18 0.75 0.135 0.88 0.00 0.88 0.0577 0.0200 2.0 0.0833 4.1650 4.57 0.91 3.5192 0.1466 0.1534 9.39 1.06 1.00 0.88 0.00 326 3B 14.0 0.38 0.75 0.285 1.85 0.00 1.85 0.0577 0.0200 2.0 0.0833 4.1650 6.05 0.81 3.5192 0.1466 0.1388 13.65 1.03 1.00 1.85 0.00 34 3B 8.0 0.09 0.75 0.068 0.44 0.00 0.44 0.0577 0.0200 2.0 0.0833 4.1650 3.53 0.97 3.5192 0.1466 0.1622 6.79 1.18 1.00 0.44 0.00 36 3B 76.0 0.50 0.75 0.375 2.44 0.00 2.44 0.0577 0.0200 2.0 0.0833 4.1650 6.71 0.77 3.5192 0.1466 0.1329 15.72 1.02 1.00 2.44 0.00 36B 3B 12.0 0.29 0.75 0.218 1.41 0.00 1.41 0.0577 0.0200 2.0 0.0833 4.1650 5.47 0.86 3.5192 0.1486 0.1461 11.62 1.02 1.00 1.41 0.00 38 3B 10.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0665 0.0200 2.0 0.0833 4.1650 4.54 0.92 3.5192 0.1466 0.1549 9.97 1.00 1.00 0.93 0.00 38B 3B 10.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0665 0.0200 2.0 0.0833 4.1650 4.36 0.92 3.5192 0.1466 0.1549 9.51 1.05 1.00 0.83 0.00 40 3B 12.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0830 0.0200 2.0 0.0833 4.1650 4.44 0.92 3.5192 0.1466 0.1549 10.89 1.10 1.00 0.98 0.00 40B 3B 12.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0830 0.0200 2.0 0.0833 4.1650 4.36 0.92 3.5192 0.1466 0.1549 10.65 1.13 1.00 0.93 0.00 42 3B 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.0830 0.0200 2.0 0.0833 4.1650 4.27 0.93 3.5192 0.1466 0.1564 10.38 1.16 1.00 0.88 0.00 42B 3B 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.0830 0.0200 2.0 0.0833 4.1650 4.27 0.93 3.5192 0.1466 0.1564 10.36 1.16 1.00 0.88 0.00 44 3B 8.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0465 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1466 0.1578 7.30 1.10 1.00 0.59 0.00 44B 3B 8.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0465 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1466 0.1578 7.30 1.10 1.00 0.59 0.00 56 3B 6.0 0.07 0.75 0.053 0.34 0.00 0.34 0.0250 0.0200 2.0 0.0833 4.1650 3.75 0.96 3.5192 0.1466 0.1608 4.78 1.26 1.00 0.34 0.00 56B 3B 8.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0250 0.0200 2.0 0.0833 4.1650 5.23 0.87 3.5192 0.1466 0.1476 7.30 1.10 1.00 0.83 0.00 58 3B 8.0 0.18 0.75 0.135 0.88 0.00 0.88 0.0200 0.0200 2.0 0.0833 4.1650 5.58 0.85 3.5192 0.1486 0.1446 7.08 1.13 1.00 0.88 0.00 60 3B 10.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0565 0.0200 2.0 0.0833 4.1650 4.29 0.94 3.5192 0.1466 0.1578 8.50 1.18 1.00 0.73 0.00 60B 3B 14.0 0.32 0.75 0.240 1.56 0.00 1.58 0.0565 0.0200 2.0 0.0833 4.1650 5.69 0.84 3.5192 0.1466 0.1432 12.38 1.13 1.00 1.56 0.00 64 3B 8.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0200 0.0200 2.0 0.0833 4.1650 5.80 0.84 3.5192 0.1466 0.1432 7.45 1.07 1.00 0.98 0.00 66 3B 8.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0545 0.0200 2.0 0.0833 4.1650 3.84 0.96 3.5192 0.1466 0.1608 7.30 1.10 1.00 0.54 0.00 66B 3B 10.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0545 0.0200 2.0 0.0833 4.1650 4.21 0.93 3.5192 0.1466 0.1564 8.21 1.22 1.00 0.68 0.00 70 3B 0 0.70 0.070 0.46 0.00 0.46 0.0553 0.0200 2.0 0.0833 4.1650 3.60 0.97 3.5192 0.1466 0.1622 6.81 1.18 1.00 0.46 0.00 70B S7R 3B 0 0.60 0.120 0.78 0.00 0.78 0.0553 0.0200 2.0 0.0833 4.1650 4.41 0.92 3.5192 0.1466 0.1549 8.78 1.14 1.00 0.78 0.00 72 3B 0 0.70 0.070 0.46 0.00 0.46 0.0298 0.0200 2.0 0.0833 4.1650 4.04 0.94 3.5192 0.1466 0.1578 5.75 1.04 1.00 0.46 0.00 726 3B 6 0.50 0.130 0.85 0.00 0.85 0.0288 0.0200 2.0 0.0833 4.1650 5.10 0.88 3.5192 0.1466 0.1490 7.72 1.04 1.00 0.85 0.00 74 3B 19 0.75 0.143 0.83 0.00 0.93 0.0581 0.0200 2.0 0.0833 4.1650 4.64 0.80 3.5192 0.1466 0.1520 9.73 1.03 1.00 0.93 0.00 74B 3B J826 18 0.75 0.135 0.88 0.00 0.88 0.0591 0.0200 2.0 0.0833 4.1650 4.55 0.91 3.5192 0.1486 0.1534 9.46 1.06 1.00 0.88 0.00 78 3B 0 0.75 0.150 0.98 0.00 0.98 0.0860 0.0200 2.0 0.0833 4.1650 4.64 0.90 3.5192 0.1486 0.1520 10.28 1.17 1.00 0.98 0.00 78B 3B 18 0.75 0.135 0.88 0.00 0.88 0.0860 0.0200 2.0 0.0833 4.1650 4.48 0.92 3.5192 0.1466 0.1549 8.72 1.03 1.00 0.88 0.00 78 3B 50.750.2631.710.001.710.05640.02002.00.08334.16505.890.833.51920.14660.141712.941.081001.710.0078B3B2 0.75 0.240 1.56 0.00 1.56 0.0564 0.0200 2.0 0.0833 4.1650 5.70 0.84 3.5192 0.1466 0.1432 12.38 1.13 1.00 1.56 0.00 STRUCTl1RE DRAINAGE D (IN) FLAW TYPE INLET TYPE AREA (FT2� PERIMECER (PT) A (ACRES) C I (IN/MR) Q (CFS) YD-1 12"Nybphst Yazdlnlet 0.43 11.19 0.17 0.60 4.00 0.408 0.63 WEIR FLOW YD-1 12"Nybphst Yard Inlet 0.43 11.19 0.17 0.60 6.50 0.663 0.99 WEIR FLOW YD-1 12"Nybphst Yardlnlet-i0%clogged 0.22 5.60 0.17 0.60 4.00 0.408 1.49 WEIR FLOW YD-1 12"Nybphst Yazdlnlet-i0%clogged 0.22 5.60 0.17 0.60 6.50 0.663 3.95 WEIR FLOW YD-IA 12"Nybphst Yard Inlet 0.43 11.19 0.15 0.60 4.00 0.360 0.58 WEIR FLOW YD-IA 12"Nybphst Yard Inlet 0.43 11.19 0.15 0.60 6.50 0.585 0.81 WEIR FLOW YD-IA 12"Nybphst Yazd Inlet-i0%cbggzd 0.22 5.60 0.15 0.60 4.00 0.360 1.16 WEIRFLOW YD-IA 12"Nybphst Yazd Inlet-i0%cogged 0.22 5.60 0.15 0.60 6.50 0.585 3.07 WEIR FLOW YD-1B 12"Nybphst Yard Inlet 0.43 11.19 0.18 0.60 4.00 0.432 0.66 WEIRFLOW YD-1B 12"Nybphst Yard Inlet 0.43 11.19 0.18 0.60 6.50 0.702 1.11 WEIR FLOW YD-1B 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.18 0.60 4.00 0.432 1.68 WEIR FLOW YD-1B 12"Nybphst Yazdlnlet-i0%clogged 0.22 5.60 0.18 0.60 6.50 0.702 4.43 ORIFICE FLOW YD-IC 12"NybpbstYazdlnlet 0.43 11.19 0.17 0.60 4.00 0.408 0.63 WEIR FLOW YD-IC 12"NybpbstYazdlnlet 0.43 11.19 0.17 0.60 6.50 0.663 0.99 WEIR FLOW YD-IC 12"NybpbstYazdlnlet-i0%cbggzd 0.22 5.60 0.17 0.60 4.00 0.408 1.49 WEIRFLOW YD-IC 12"NybpbstYazdlnlet-i0%cogged 0.22 5.60 0.17 0.60 6.50 0.663 3.95 WEIRFLOW YD-ID 12"NybpbstYazdlnlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-ID 12"NybpbstYazdlnlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIRFLOW YD-ID 12"Nybphst Yardlnlet-i0%clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIRFLOW YD-ID 12"Nybphst Yardlnlet-i0%clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIRFLOW Y0.1E 12"N b hst Yazd Inlet Y P 0.43 11.19 0.12 0.60 4.00 0.288 0.50 WEIR FLOW Y0.1E 12"Nybphst Yard Inlet 0.43 11.19 0.12 0.60 6.50 0.468 0.70 WEIRFLOW Y0.1E 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.12 0.60 4.00 0.288 0.80 WEIRFLOW Y0.1E 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.12 0.60 6.50 0.468 1.97 WEIRFLOW Y0.1F 12"NybpbstYazdlnlet 0.43 11.19 0.10 0.60 4.00 0.240 0.45 WEIRFLOW YD-1F 12"Nybphst Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WELRFLOW YD-IF 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIRFLOW YD-IF 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.10 0.60 6.50 0.390 1.37 WEIRFLOW YD-1H 12"Nybphst Yard Inlet 0.43 11.19 0.15 0.60 4.00 0.360 0.58 WEIRFLOW YD-1H 12"Nybphst Yazdlnlet 0.43 11.19 0.15 0.60 6.50 0.585 0.81 WEIR FLOW YD-1H 12"Nybphst Yazdlnlet-i0%clogged 0.22 5.60 0.15 0.60 4.00 0.360 1.16 WEIRFLOW YD-1H 12"Nybphst Yazdlnlet-i0%clogged 0.22 5.60 0.15 0.60 6.50 0.585 3.07 WEIRFLOW YD-lI 12"Nybphst Yard Inlet 0.43 11.19 0.12 0.50 4.00 0.240 0.45 WEIRFLOW YD-lI 12"Nybphst Yard Inlet 0.43 11.19 0.12 0.50 6.50 0.390 0.62 WEIRFLOW YD-lI 12"Nybphst Yazdlnlet-i0%clogged 0.22 5.60 0.12 0.50 4.00 0.240 0.71 WEIRFLOW YD-lI 12"Nybphst Yazdlnlet-i0%clogged 0.22 5.60 0.12 0.50 6.50 0.390 137 WEIR FLOW YD-2 15"Nybphst Yard Inlet 0.64 5.40 0.36 0.30 4.00 0.432 1.07 WEIR FLOW YD-2 15"Nybphst Yard Inlet 0.64 5.40 0.36 0.30 6.50 0.702 1.48 WEIR FLOW YD-2 15"Nybphst Yazdlnlet-i0%clogged 0.32 2.70 0.36 0.30 4.00 0.432 1.70 WEIR FLOW YD-2 15"Nybphst Yard Inlet - i0%clogged 0.32 2.70 0.36 0.30 6.50 0.702 235 WEIRFLOW YD-3A 15"Nybphst Yard Inlet 0.64 5.40 0.21 0.60 4.00 0.504 1.19 WEIRFLOW YD-3A 15"Nybphst Yard Inlet 0.64 5.40 0.21 0.60 6.50 0.819 1.64 WELRFLOW YD-3A 15"Nybphst Yardllilet-i0%clogged 0.32 2.70 0.21 0.60 4.00 0.504 1.88 WELRFLOW YD-3A - o 15"N b hstYardllilet-50/oclogged Y P 0.32 2.70 0.21 0.60 6.50 0.819 2.72 WEIR FLOW YD-3B 15"Nybphst Yard Inlet 0.64 5.40 0.36 0.45 4.00 0.648 1.40 WEIR FLOW YD-3B 15"NybpbstYazdlnlet 0.64 5.40 0.36 0.45 6.50 LD53 1.94 WEIR FLOW YD-3B 15"NybpbstYazdlnlet-i0%cbggzd 0.32 2.70 0.36 0.45 4.00 0.648 2.23 WEIR FLOW YD-3B 15"NybpbstYazdlnlet-i0%cogged 0.32 2.70 0.36 0.45 6.50 LD53 4.49 ORIFICE FLOW YD-3C 12"NybpbstYazdlnlet 0.43 11.19 0.21 0.50 4.00 0.420 0.65 WEIRFLOW YD-3C 12"NybpbstYazdlnlet 0.43 11.19 0.21 0.50 6.50 0.683 1.05 WEIRFLOW YD-3C 12"NybpbstYazdlnlet-i0%cbg�d 0.22 5.60 0.21 0.50 4.00 0.420 1.58 WEIRFLOW YD-3C 12"NybpbstYazdlnlet-i0%cbg�d 0.22 5.60 0.21 0.50 6.50 0.683 4.18 ORIFICE FLOW YD-3D 12"NybpbstYazdlnlet 0.43 11.19 0.17 0.60 4.00 0.408 0.63 WEIRFLOW YD-3D 12"NybpbstYardInlet 0.43 11.19 0.17 0.60 6.50 0.663 0.99 WEIRFLOW YD-3D 12"NybpbstYazdlnlet-i0%cogged 0.22 5.60 0.17 0.60 4.00 0.408 1.49 WEIR FLOW YD-3D 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.17 0.60 6.50 0.663 3.95 WEIR FLOW YD-3E 15"NybpbstYazdlnlet 0.64 5.40 0.31 0.50 4.00 0.620 1.36 WEIRFLOW YD-3E 15"Nybphst Yard Inlet 0.64 5.40 0.31 0.50 6.50 1.008 1.88 WEIRFLOW YD-3E 15"NybpbstYazdlnlet-i0%clogged 0.32 2.70 0.31 0.50 4.00 0.620 2.16 WEIRFLOW YD-3E 15"NybpbstYazd[nlet-i0%clogged 0.32 2.70 0.31 0.50 6.50 1.008 4.11 ORIFICE FLOW YD-3F 12"Nybphst Yazd Inlet 0.43 11.19 0.11 0.55 4.00 0.242 0.45 WEIRFLOW YD-3F 12"Nybphst Yazd Inlet 0.43 11.19 0.11 0.55 6.50 0.393 0.62 WEIRFLOW YD-3F 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.11 0.55 4.00 0.242 0.71 WEIRFLOW YD-3F 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.11 0.55 6.50 0.393 1.39 WEIRFLOW YD-3G 12"Nybphst Yard Inlet 0.43 11.19 0.16 0.55 4.00 0.352 0.57 WEIRFLOW YD-3G 12"Nybphst Yard Inlet 0.43 11.19 0.16 0.55 6.50 0.572 0.79 WEIRFLOW YD-3G 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.16 0.55 4.00 0.352 1.11 WEIRFLOW YD-3G 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.16 0.55 6.50 0.572 2.94 WEIRFLOW YD-4 12"Nybphst Yard Inlet 0.43 11.19 0.20 0.50 4.00 0.400 0.63 WEIRFLOW YD-4 12"Nybphst Yard Inlet 0.43 11.19 0.20 0.50 6.50 0.650 0.95 WEIRFLOW YD-4 12"Nybphst Yard 0.22 5.60 0.20 0.50 4.00 0.400 1.44 WEIR FLOW YD-4 12"Nybphst Yard 0.22 5.60 0.20 0.50 6.50 0.650 3.79 WEIRFLOW YD-4A 12"Nybphst Yard Inlet 0.43 11.19 0.18 0.50 4.00 0.360 0.58 WEIR FLOW YD-4A 12"Nybphst Yard Inlet 0.43 11.19 0.18 0.50 6.50 0.585 0.81 WEIRFLOW YD-4A 12"Nybphst Yard llilet-i0%cbggzd 0.22 5.60 0.18 0.50 4.00 0.360 1.16 WEIR FLOW YD-4A 12"Nybphst Yard llilet-i0%cbggzd 0.22 5.60 0.18 0.50 6.50 0.585 3.07 WEIR FLOW YD-4B 12"Nybphst Yard Inlet 0.43 11.19 0.21 0.55 4.00 0.462 0.69 WEIR FLOW YD-4B 12"Nybphst Yard Inlet 0.43 11.19 0.21 0.55 6.50 0.751 1.27 WEIR FLOW YD-4B 12"NybpbstYazdlnlet-i0%cbggzd 0.22 5.60 0.21 0.55 4.00 0.462 1.92 WEIR FLOW YD-4B 12"NybpbstYazdlnlet-i0%cbggzd 0.22 5.60 0.21 0.55 6.50 0.751 5.06 ORIFICE FLOW YD-4C 12"Nybphst Yard Inlet 0.43 11.19 0.18 0.50 4.00 0.360 0.58 WEIR FLOW YD-4C 12"NybpbstYazdlnlet 0.43 11.19 0.18 0.50 6.50 0.585 0.81 WEIR FLOW YD-4C 12"Nybphst Yazd Inlet - i0% cogged 0.22 5.60 0.18 0.50 4.00 0.360 1.16 WEIR FLOW YD-4C 12"NybpbstYazdlnlet-i0%cbg�d 0.22 5.60 0.18 0.50 6.50 0.585 3.07 WEIR FLOW YD-4D 12"NybpbstYazdlnlet 0.43 11.19 0.08 0.70 4.00 0.224 0.43 WEIR FLOW YD-4D 12"NybpbstYazdlnlet 0.43 11.19 0.08 0.70 6.50 0.364 0.59 WEIR FLOW YD-4D 12"Nybphst Yard Inlet - i0% cogged 0.22 5.60 0.08 0.70 4.00 0.224 0.68 WEIRFLOW YD-4D 12"Nybphst Yard Inlet - i0%clogged 0.22 5.60 0.08 0.70 6.50 0.364 1.19 WEIR FIA W YD-5 15"Nybphst Yard Inlet 0.64 5.40 0.34 0.45 4.00 0.612 135 WEIRFLOW YD-5 15"NybpbstYazdInlet 0.64 5.40 0.34 0.45 6.50 0.995 1.87 WEIRFLOW YD-5 15"NybpbstYazdlnlet-i0%clogged 0.32 2.70 0.34 0.45 4.00 0.612 2.14 WEIRFLOW YE-5 15"NybpbstYazdlnlet-i0%clogged 0.32 2.70 0.34 0.45 6.50 0.995 4.01 ORIFICE FLOW YD-SA 15"Nybphst Yazd Inlet 0.64 5.40 0.33 0.45 4.00 0.594 1.32 WEIRFLOW YD-SA 15"NybpbstYazdlnlet 0.64 5.40 0.33 0.45 6.50 0.965 1.83 WEIRFLOW YD-SA 15"Nybphst Yazdlnlet-i0%clogged 0.32 2.70 0.33 0.45 4.00 0.594 2.10 WEIRFLOW YD-SA 15"Nybphst Yazdlnlet-i0%clogged 0.32 2.70 0.33 0.45 6.50 0.965 3.78 WEIRFLOW YD-SB 12"Nybphst Yard Inlet 0.43 11.19 0.19 0.55 4.00 0.418 0.64 WEIRFLOW YD-SB 12"Nybphst Yard Inlet 0.43 11.19 0.19 0.55 6.50 0.679 1.04 WEIRFLOW YD-SB 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.19 0.55 4.00 0.418 1.57 WEIRFLOW YD-SB 12"NybpbstYazdlnlet-i0%clogged 0.22 5.60 0.19 0.55 6.50 0.679 4.14 ORIFICE FLOW YD-SC 12"Nybphst Yard Inlet 0.43 11.19 0.22 0.55 4.00 0.484 0.71 WEIR FLOW YD-SC 12"Nybphst Yazdlnlet 0.43 11.19 0.22 0.55 6.50 0.787 1.39 WEIR FLOW YD-SC 12"Nybphst Yazd Inlet-i0%cogged 0.22 5.60 0.22 0.55 4.00 0.484 2.10 WEIRFLOW YD-SC 12"Nybphst Yazdlnlet-i0%clogged 0.22 5.60 0.22 0.55 6.50 0.787 5.55 ORIFICE FLOW S,TH OFF �- O SCOTT R. LLINSZ U Lic. No. 035791,'n 8 IS 2/5/211 01 o`SSIONAL E�Olzl z O ..ww a V/ � Z W V) O z J O u rn H ^(A > z W u � W W N O N N 7- 0 - for inlets draining to stormwater management facilities, where oeerland flow to facilities is not available, 100% capture is required at 6.5inthr - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr M z Design Storm Year= 10 M < N J 111111111111111111111 M 1 N Q C:) O W VJ N w z r� J V) J I� z 14 W LL O � g ,--I U _�( J Q �J Q �_, ,Uin-t - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities U V NOTE: Inlet size for structures determined by oxedand flow. Pipes hake been sized to include osedand flow as well as yard inlet and roof drain drainage areas. W i , A z i Q in D O W l r r - Z J r_ � H� J\_/ w i J Q o O N U W ri F W w O W rr 2 d - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities JOB NO. 0 NOTE: Inlet size for structures determined by medand flow. Pipes have been sized to include osedand flow as well as yard inlet and roof drain drainage areas. 182150 SCALE N/A SHEET NO. 28 co . r01 o 11 1 1 1 1 1 1 1 U, i LU 9 Uj 00 9 INt to I N INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet p.ice' ¢¢ r0 N i y � N OI v 10 6 0 � L Y .L hi POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q RdVFRT ELEVATIONS LINGPH SLOPE DIA CAPA- CITY VQ, FLOW TIME INCA ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FTJFT. STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT') PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) 50 DI-1 2.33 10.00 0.22 0.50 4.00 0.44 0.7 WEIR FLOW 50 DI-1 2.33 10.00 0.22 0.50 6.50 0.72 1.0 WEIRFLOW 50 DI-1 - 50%clopped 1.17 5.00 0.22 0.50 4.00 0.44 1.1 WEIR FLAW 50 DI-1 - 50%clogged 1.17 5.00 0.22 0.50 6.50 0.72 1.6 WEIR FLAW Design Storm Year = POINT DOWNSTREAM 10 DRAIN RUNOFF CA INLET RAIN Design Storm Year = Design Year: 10 10 Project: Brookhi0 Blocks 16 & 17 Job #: 182150 Prepared by: AMI, PE Design Year: 10 Project: Bmokhill Blocks 16 & 17 Job #: 182150 Prepared by: AML, PE ^ TH ^S'� o O SCOTT R. LLINSZ U Lic. No. 035791.'n 2/5/21 o`SSIONAL E�Ol ..ww V/ Z z O a u w z O rn > w � j In J Q H z O /Wi W N 0 N N M N ® M 04 C:) N w J w _J Q = U 1 � W C L I_ J Q OO N U z J Q O z �� ' ,--I _6 ICJ � (n O co J H� o 0 O a Z O g U J Q U Lu z_ Q W F w W � JOB NO. 182150 SCALE N/A SHEET NO. 29 STRUCTURE AREA COEFF. TIME FALL RUNOFF Q INVERT ELEVATIONS LINGTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACC[JM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL INCR ACC[JM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. 72B 0.26 0.50 0.13 0.13 6.00 6.35 0.8 M20.9 72 435.00 434.60 39.71 0.0100 15 6.5 3.6 72 0.10 0.70 0.07 0.20 6.18 6.30 1.3 70 434.50 430.25 129.68 0.0328 15 11.7 6.2 70 0.10 0.70 0.07 5.40 8.07 5.79 31.3 68 427.25 426.00 59.91 0.0209 30 59.3 12.2 4.9 68 0.00 0.90 0.00 5.85 8.15 5.77 33.8 66 424.00 422.35 87.21 0.0189 30 56.4 11.9 7.3 66 0.11 0.75 0.08 6.04 8.28 5.75 34.7 64B 422.25 421.75 34.57 0.0145 30 49.4 10.8 3.2 64B 0.23 0.75 0.17 6.21 8.33 5.73 35.6 64 419.00 418.52 32.76 0.0145 30 49.4 ]0.9 3.0 64 0.20 0.75 0.15 7.12 8.38 5.72 40.8 62 418.42 418.00 30.46 0.0138 30 48.2 11.0 2.8 62 0.00 0.90 0.00 7.12 8.43 5.71 40.8 60 413.00 409.00 151.01 0.0265 30 66.8 142 10.6 60 0.15 0.75 0.11 8.00 8.60 5.67 45.4 58B 408.50 408.00 34.53 0.0145 30 49.4 11.4 3.0 58B 0.29 0.75 0.22 8.72 8.65 5.66 49.4 58 407.00 406.27 32.85 0.0222 30 61.1 13.8 2.4 58 0.18 0.75 0.14 8.86 8.69 5.65 50.0 56 406.17 405.10 57.97 0.0185 30 55.8 12.8 4.5 56 0.07 0.75 0.05 9.04 8.77 5.63 50.9 54 405.00 404.00 51.19 0.0195 30 57.3 13.2 3.9 54 0.00 0.90 0.00 9.48 8.83 5.62 53.3 52 400.50 398.75 86.48 0.0202 30 58.3 13.5 6.4 52 0.00 0.90 0.00 9.48 8.94 5.59 53.3 50 395.50 394.50 41.26 0.0242 30 63.8 14.5 2.8 SO 0.22 0.50 0.11 9.59 8.99 5.58 53.6 48 385.00 383.50 65.94 0.0227 30 61.8 14.1 4.7 48 0.00 0.90 0.00 9.59 9.06 5.57 53.6 46 373.00 371.50 62.77 0.0239 30 63.4 14.5 4.3 46 0.00 0.90 0.00 9.59 9.14 5.55 53.6 SWM'A' 368.75 368.33 15.20 0.0276 30 68.1 15.3 1.0 54B 0.64 0.70 0.45 0.45 6.00 6.35 2.8 54 404.00 403.25 73.80 0.0102 15 6.5 5.1 14.4 56B 0.17 0.75 0.13 0.13 6.00 6.35 0.8 56 405.75 405.50 32.71 0.0076 15 5.6 3.2 ]0.2 60B 0.32 0.75 0.24 0.24 6.00 6.35 1.5 60 410.00 409.58 33.18 0.0127 15 7.3 4.7 7.1 66B 0.14 0.75 O.11 O.11 6.00 6.35 0.7 66 422.67 422.35 3335 0.0096 15 6.3 3.3 ]0.2 70B 8.55 0.60 5.13 5.13 8.00 5.81 29.8 70 427.75 427.35 39.72 0.0100 30 41.0 9.1 4.4 76B 0.18 0.75 0.14 0.23 6.00 6.35 1.5 76 435.00 434.60 32.79 0.0122 15 7.1 4.5 7.3 76 0.20 0.75 0.15 0.38 6.12 6.31 2.4 74 434.50 424.10 156.47 0.0665 15 16.7 9.5 16.5 74 0.19 0.75 0.14 0.76 6.40 6.24 4.7 64 424.00 420.25 108.79 0.0345 15 12.0 9.1 11.9 74B 0.18 0.75 0.14 0.23 6.00 6.35 1.5 74 424.50 424.10 32.67 0.0122 15 7.1 4.5 7.2 78B 0.32 0.75 0.24 0.24 6.00 6.35 1.5 78 413.33 412.93 33.57 0.0119 15 7.0 4.5 7.4 78 0.35 0.75 0.26 0.50 6.12 6.31 3.2 58B 412.83 407.83 128.24 0.0390 15 12.8 8.5 15.1 INLET OUTLET' WATER L. Do Q. SEr He JUNCTION LOSS F •�---____-_-__ 111 00 I I m� I I _-__---_--_-- .ANDSCAPING NOTES: 2 LARGE STREETTREE PROVIDED EVERY 56 OF STREET FRONTAGE. STREETTREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND 2o' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE PRUNED BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. TOTAL STREET FRONTAGE = 9,534' REQUIRED STREET TREES: 191 (1 TREE PER EVERY 5o' OF STREET FRONTAGE) PROPOSED STREET TREES: 222 NOTE: 3,956' OF STREET FRONTAGE ALONG EUSTIS AVENUE (PORTION OF) REQUIRED STREET TREES: 8o PROPOSED STREET TREES: 83 NOTE: i,607' OF STREET FRONTAGE ALONG NEWSTEAD STREET REQUIRED STREET TREES: 32 PROPOSED STREET TREES: 33 NOTE: 2,393' OF STREET FRONTAGE ALONG LACONIA LANE REQUIRED STREET TREES: 48 PROPOSED STREET TREES: 48 NOTE: 953' OF STREET FRONTAGE ALONG MARCELLA STREET REQUIRED STREET TREES: 20 PROPOSED STREET TREES: 21 NOTE: 625' OF STREET FRONTAGE ALONG MARCELLA COURT REQUIRED STREET TREES: 23 z O F Lic. No. 035791 It, 2/5/21 ¢�'41 u / Z w O � 0 C) / O F � z / w Lu .11000 W i / / / rn M z U C7 - / 0 N J ° � � o PLANT SCHEDULE: SYMBOL I BOTANICAL NAME COMMON NAME I SIZE lQUANTITY1 CANOPY I TOTAL CANOPY TREES LAP JULIVIUSAIVIERICANA'PRINCETON' PRINCETOWELM 2-1/2" cal. 1 58 1 397 23026 QS IQUERCUS SHUMARDII ISHUMARD OAK 2-1/2" cal. 1 144 1 329 47376 TOTAL 70402 C'M 3 0 0 a Q a N 0 ° N oC \00, \ PROPOSED SWIM FACILITY > LOT \ ; \ // +/.: f/ \ \\ m._ L11 z = \ r \ \ / / .'. f J t EXISTING PRESERVED w w .� \ \ \ - ;.=.," - - ,lf \ \ \ / / + , / LL:. i o MATCHLINE -SEE THIS SHEET oSTEEP SLOPES (TYP.) + i / o I w ga / \ / LOT- " i, 5 i LOT j/ / O 44 // /ii it l-li s \ i / / / / LOT / / + / - JVJ U PROPOSED GREENWAY (TYP.) \� \ \ \ // / !/ Q v • wL. w i / \ \\ ir. \\ \\ / \ \ \ / i V s A- + psyo /pZFO,o.O.S, VA\\-, A /// / /� ��� // / / PROPOSED GREENWAY (TYP.) LOT I II� / g � 42 w OPEN (83)CISSTREETTREES SPACE aoE/ o ALONGEUSTISAVNUE 83 CIS STREET TREES / - '-; ..:. ; . LOT \ ` + qQ \ ALONG EUSTIS AVENUE / w ; % /� L w Lu Conservation Plan Notes: ` \tul / / / / Tr Lu Z 1 .ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON \. \ / / /. \. ,� �. - A/ - ,' , 7` AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE �\ PROPERTY BOUNDARY (TYP.) / �' \ / / U) CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. \ \\s \\ / / / LOT / - \ ,: + / // , • o 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION / \�.. w �i MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES /\. / - �/ / � I I� ` - +.:' / /o TO BE PRESERVED AND PROTECTED. \ \. s\ \_ / / - \ / / \ �\.. .> / ®,`,`,', > �. \. - EXISTING PRESERVED 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER \ \ \\\ ;//, \� - a // STEEPSLOPES(TYP.) /- w�� :< / ;' `®. �! .LL O [Y O o MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL \ \\\ \ b f / •; / I I \ / / / �. . . . . . O o NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES \\ \\ s ,/ LOT ; : / / / ' _ \.; 3 / TO BE PRESERVED AND PROTECTED, \ \ 1 - �' / OO \ + „ /, , `, `, ", O 3 / • x 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF 6 \ \.,. � � :� ." O TREES TO BE PRESERVED AND PROTECTED. \ \ �- \, / '/ - / .' W .,PROPERTY BOUNDARY(TYP�' : �. '- 3...,_,. `'" / IC" N 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS \ / : /. + / // w \O O I y �/ W W W W-W•W- -�� BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY \ \ \ \ +` / s / •,,• W `° ENGINEERING DEPARTMENT. \ a66 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE ems\ \ \ \ -> .� ' / �, '- O / ,';',',',",',",',',"'�' E PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS \ \ ; ,: \ / / •' / OQ , O w OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL \ ) \s / I �' \ O / /- - .�4 y 2 0 BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL + a SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED ) \\\ w '" w w_ - .+ 00� / JOB NO. v 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE - I \ \ \ ,; \ \ / wow w s �(/ l - - f - • f - f • f • f • y • • y • W J ° PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH ED SWM I�' t \ _ — - \ . `, ,' . ' / 182150 ° THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS III I \ _ f // GRAPHIC SCALE _ �-� — - - - - - INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. I 4' �' 4 W N ��, SCALE ° ® w - / / 40 0 20 40 80 l , 9. SOILS WHICH HAVE BEEN , OVER THE ROOT ZONES OF TREES TO BE PRESERVED VERY AND PROTECTED, ROTVER CTEHE , SHALL OT ZONDE AERATED BY PUNCHING HOLES WITH AN NAND IRON I POLO GROUP ` '/6_ 1 "=40' ° MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. MATCHLINE - SEE THIS SHEET - / / I ExIsrING FUNDS ROAD �� \_ ( SHEET NO. n ROAD 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION = - - + / ( IN FEET ) VAR. WlprH UBLICO 30 CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. : inch = 40 ft. �W / / 1 DOUBLESTRAND#12 GAUGE WIRE WITH RUBBER HOSE &TURNBUCKLES 2"x2" HARDWOOD STAKE CUT& REMOVEBURLAP FROM TOP 213 OF BALL AS SHOWN SCARIFY SUBSOIL TO y" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO y CAL SHALL BE STAKED TREES 4" CAL OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale V iI PROPOSED LIMITS OF CLEARING —5 w --�� 5. 5 :0 _5 xx ® �s PROPERTY BOUNDARY(TYPJ �' [ 1 'PROPOSED LIMITS OF CLEARING (TYP.) / (0a, - �— _ - - _ �\/ w v.._�,✓ w- ' ' ' ' ' w w w w ' ' ' w w w W I I II / --- FUTURE PUBLIC GREENWAYTO BE DEDICATED TO ALBEMARLE COUNTY PROPOSED GREENWAY (TYP. w I III AT TIME OF FINAL SUBDIVISION PLAT, w w PER PROFFER #2 OF ZMAzo2800011 ' w EXISTING PRESERVED w .STEEP SLOPES (TYPJ LOT \ - \ \ 120 / e w PROPOSED GREENWAY(TYP.)'.w w '.' ' w '._ ' w_ w w w w ' ' w w w.' w S ..LOT 11g .. s LOT \\. - ��/I �•,I :\ 3 13.8 5 SLOT \It \ _— — 117 I I I I f LOT \ + 1r f 116 I• r \ � 5 ;.,., +' j �/"i ❑ n n n n _� � � � I 13 � � 11z � LOT ', I `, u5 � -' ,�` I , hc: ♦t .... +� ... � -. �� + � (u) OS STREETTREESIr A i � I I i - �\ ­`— tiv^J �-_ / / LUI 1�..... Jy' _/ /A T-�kll .-i "' / // K\ \\ YtijllAe': ! ( I' j /•:.f& BOUNDARY(TYP.) NOTE: ALL LANDSCAPING WITHIN THE STREET RIGHT-OF-WAYS SHALL BE INSTALLED PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY FOR A STRUCTURE IN BLOCKS 16 & 17.[[ Evergreen Tree Planting Detail Not To Scale 1992 TREES UPTO y" 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 213 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE BpRRD FENCE S '4 9i so � CIXtD iENCE PUSIIC FENCE CORRECT METHODS OF TREE FENCING r+` CORRECT TRIANGULAR BOARD FENCE Source: Va. DSWC III - 401 ARMORING County of Albemarle Conservation Plan Checklist- To be placed on landscape Plans (handbook, pp III-284-111-297 for was plate specifications) 338 Plate 3.38-2 I. 'Ihe fallowing items shall be shown on the plan: ZI '[Tees to be saved, ® Limits ofclemmng (outside drpbneoftreen tobe saved); El Locatioaandtypeof prdeckvefman,, 0 Gradechangesrequiring treereells orwalls; 0 Pmposaltmec ngortmmdingbcyondtfielim%ofelesnng. 2. Mackinac, 0 All trees to be saved shall be marked with punt orrbbon at a height clemiy visible W equipment opemmrs. No grading shall begin until the tree marking has been inspected and appoved by a County Inspector. J. Pre-0onstruction Conference: U T—Frooerwdioa:mdpm[ec[ion measures shall berevfewed with the contractor on site, 4. Equipment Operation and Storads, SI Hawy equipment. aebicular traffi rand s[nmge ofconstnw[ion mmenals including soil shell no[be pemti[ted within Ne driplinw of trees to be saved. 5. Son Erosion and Stormwatu Detention Devices ® Such der;ces shall no[ adversdy sties trees to be saved. 6. Fees: ZI Fires ere notpetmiftedwithin 1W feetofthe driplineoftrtts to be saved. 7. Toxic Materials: ® To}uc rra[erals shaE not be stomd within 100 feet ofthednpline ofiroas to be saved. S. Protective Fepcine: Trees to berdainedwithin 40 feet ofalso posedbui].ding argmdu[gadvity shall bepretxmd by fencing. 1;J Fencing shell be in place end shall be inspects end approved by a Courtly Inapmtorpdor m grading or mnstruceon. 9. Tree Wdls: ® When the ground level moat be miser within Ne drpkrie of arras to be aeved,abce wen shell be ptmdded and aconetruction detail aubrmtted for approval. 10. Tree Waas: Ll When the grotmd level must be lowamd twn th drp[ine a tree to be saval• a tree wall shall be provided; and a construction detail subrmtted for approval. 11. Trendme and Tunnel[na: f<J When benciwgra regmred wsthm Ne hrmis of cleanng, it shell be done as faz nway bom[he true oftreaa as poeaible. Tlumeling wdx alarga tree shall h mnsidared as oa dtemauve when it is anticipated that necessary trenching will destroy fxderroote. 12. Cleanup, M Protective loading shell be the hat items removed during the final cleanup. 13. Damaged Trees: 0 Damagedbes lbetreatedimme&i lybypmnin&femlimtionmothermdlso&mcommendedbyaheespeciatist. NOTEAT 1IEDE ELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 2/5/2021 CONTRACT PURCHASER SIGNATURE (DATE) 511/06 Pepe 1 of 1 ti Lic. No. 035791,E 2/5/21 .¢'�'41 W N F IN Q In p In N Ul z J J 0 U r M N C) sell N C) CA N N LI J J U) LU Q U I Y LU I— I__ LLU LU L.L U) I— yLU Of Q O N U ztZ Q J LL Q z I —I LL z g JJrassis, l� V 66 z lD U Q J U O co J J `2 i O O M� W W J H- r-r W W d � JOB NO. 182150 SCALE 111=40' SHEET NO. 31 440 440 435 435 430 / 430 EXISTING GRADE (TYP. 425 425 / SIGHT LINE / 4zo 4201 / ROPOSED GRADE (TYP.) E=y8i OF 415 5\GN1 EYE= 415 HT. OF / 410 013J.=3.5' 410 / 405 i 405 i i i i 400 / 400 / / / / / 395 395 O �/1 f W co co tD w 0) I� m � 't a s d 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 TANCE HT. OF i \ j,y 5 / OBJ. 435 =3.5' 435 O\S'P EXISTING GRADE (TYP.)- 430 ' \ 430 SIGHT LINE 4z5 / 4z5 / $o / 420 / 420 PROPOSED GRADE (TYP.) 415 / 415 HT. OF OBJ.=3.5' / 410 / 410 L CONIA LANE & M RCELLA STREET INTERESECTI N 51 HT DI TAN E 405 405 l0 1 n 00 N t*1 M 000 0 0 �1 d V1 O^ N S �ry 6 M ry m W 1 !^ 00 lm+1 O ry t It r 't't S d It d .Nt S S 00 1 1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 LACONIA LANE & NEWSTEAD STREET INTERSECTION SIGH DIST NCE 420 / r0BJ03-5' F 415 EXISTING GRADE (TYP.) i 410 405 � SIGHT LINE � i i THT OFYE=3.5' ROPOSED GRADE (TYP.) 400 / OE 5\GN'CC� / vi CO .+ N ry N kD rl?N m ^? N ^ 0 L' ^ m �n It It o ri s 3 a d 00 r ni N 3 n S 3 m d It 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 VERTICAL GRAPHIC SCALE j 0 2.5 $ 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 ij 50 100 ( IN FEET ) 1 inch = 50 ft 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 10+00 420 1 415 1 410 1 405 1 4001 395 1 390 1 SCOTT/R. CaLLINSZ Lic. No. 035791 .11 P 2/5/21 sv�� z O J a Cn''ww w Z O o z m J o 1�1 t- z > w W ce ti M z N J M O Q C O CN > LU J 7Q 7 (I) J W J_ LL or Lu O W J 06 Uz � m _ Ut10 U) w U ul `^ VJ i z W L W J C w � J Q o o 0C)N m U w G F- o w w a � JOB NO. 182150 SCALE 1 "=50' SHEET NO. 32 ,TH OFF O SCOTT R. LLINSZ U Lic. No. 035791 %, 2/5/21 oIONAL E�Ol VERTICAL GRAPHIC SCALE 5 0 1.5 5 10 Z O � ( IN FEET) a 1 inch = 5 ft. u% U w Z co HORIZONTAL GRAPHIC SCALE O o a 460 460 50 0 35 5U 100 rn z w H ( IN FEET) 1 inch = 50 ft. / W Ix 420 420 W N ! o N C] N ti cyi M z ® M O � � O N i Q ® J z (J) J �W J LL ® Lu O ur T� W J 06 Q � Q A U � � rl �, ' ^ V / Lu _ �n ~ U V� C0 0 U) W CD Lu J C0 H JLu Q o O N U W G w o W JOB NO. 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+5o 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00 4+50 5+00 5+50 6+oo 6+5o 111 = 50' MARCELLA STREET & EUSTIS AVENUE INTERSECTION SIGHT DISTANCE NEWSTEAD STREET & EUSTIS AVENUE INTERSECTION SIGHT DISTANCE SHEET NO. 33 / 455 455 450 / 450 EXISTING GRADE (TYP. / 445 HT. OF 445 \5� i SIGHT LINE 44o 440 435 HT. OF 435 EYE=3�5� ROPOSED GRADE (TYP.) 430 430 S�PN S\GN/ 425 4z5 / 4zo / 4zo HT. OF OBJ.=3.5' / 415 FUTURE ROAD GRADE / 415 / 4io / 4io 405 / 405 / 400 400 I I 395 395 390 \ 390 385 385 ul O vl 01 N � O O O O N O n N W '! ~ Ol W � O a0 O O O 'i O O O O Ol W N O O O d 'i f •i N rl � N � N M N O � O � 111 O 1p � O lD � O 1p � � � � O •i N N M � f N � � � HT. OF OBJ.=3.5' \ 415 \ 415 4io 4Jo 405 405 \ � SIGHT LINE 400 400 \ � XISTING GRADE (TYP.) 395 395 HT\ OF \ EYE=3�5' \ � 390 \ 390 385 385 38o 380 PROPOSED GRADE (TYP.) 375 ss, 375 \ 370 370 \ 365 365 . OF JHT oBJ.=3.5' 360 360 355 355 1p � rl � Vl ap � � W � Lll � M � rl yMj Vl � Ol � M � n � O ci O ci Ol N O 00 0 O Vl 0 O M � O O � O I� � Ol frv1 � Ol O � Ol I� � W d ^ OJ cl � OD n � 1� � r�i M M M M M M M M M M M M M M