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HomeMy WebLinkAboutSUB202000216 Plan - Approved 2021-07-08GENERAL NOTES OWNERS: TMP o56Ko-oo-oo-000A2 GLENBROOK, LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 TOTAL ACREAGE: 4.7o AC ZONING: R-6 DB.55oo, PG. 375 TMP o5600-oo-oo-o57132 GLENBROOK, LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 ACREAGE: 8.17 AC ZONING: R-6 DB.55oo, PG.375 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TOTAL PROJECT AREA: TMP o56Ko-oo-oo-000A2: 4.70 AC (PORTION OF) ORIGINAL PARCEL: 6.3 ACRES SUBTRACT EASTERN AVENUE R/W (1.055) & PHASE IIA (0.545 AC) TMP o5600-00-00-057B2: 8.i7AC (PORTION OF) ORIGINAL PARCEL: 8.502 ACRES SUBTRACT PHASE IIA (o.33 AC) TOTAL ACREAG E: 12.87 AC PROPOSED ZONING: R-6 ZONING (CLUSTER DEVELOPMENT) WITH PROFFERS (ZMA 2oi6-o5) (PARCELS SUBJECT TO PROFFERS) SUBJECT AREA CONTAINS AREAS WITHIN THE PRESERVED STEEP SLOPES OVERLAY DISTRICT PROPOSED USE: 48 SINGLE FAMILY DETACHED UNITS TOPOGRAPHY: TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE & ASSOCIATES, JANUARY 2020. BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE & ASSOCIATES FROM RECORDED PLATS AND SURVEYS, AUGUST 202o. TOPO FIELD VERIFIED MAY, 2020. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED PRESERVED/MANAGED SLOPES: PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. THERE ARE NO MANAGED SLOPES ON THE PROPERTY. FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO229D DATED FEBRUARY 4, 2005. WPO STREAM BUFFER: THE ioo' STREAM BUFFERS ARE SHOWN ON THE PROPERTY. NO PROPOSED DEVELOPMENT SHALL BE LOCATED WITHIN THE ioo' STREAM BUFFER AREA. WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/FORESTAL DISTRICT: NONE BURIAL SITES: NONE DENSITY: 48 UNITS 112.87 ACRES = 3.73 UNITS I ACRE OVERALL ALLOWABLE DENSITY FOR PARCELS PER REZONING =i8o UNITS PHASE 1 =84 UNITS (24.185 ACRES) - NOTE: io UNITS OUTSIDE REZONING LIMITS PHASE IIA = 7 UNITS (o.875 ACRES) PHASE IIB = 48 UNITS (12.87 ACRES) TOTAL DENSITY: 149 UNITS / 37.93 ACRES = 3.93 U NITS/ACRE TOTAL REZONING UNITS CFO -DATE) = i39 UNITS BUILDING TYPE PER REZONING: A MINIMUM OF 5o%OF THE PROPOSED LOTS WILL BE SINGLE FAMILY DETACHED HOUSES. SINGLE FAMILY ATTACHED (SFA) UNITS AND TOWNHOUSES MAY BE CONSTRUCTED IN THE AREAS ADJACENT TO PARK RIDGE DRIVE AND THE EASTERN CONNECTOR ROADWAY. AMINIMUM OF io%OF THE UNITS SHALL BE SFA OR TOWNHOUSE UNITS. PHASE 1: (84 UNITS)18 SFD UNITS & 66 SFA UNITS & (io BY -RIGHT R-6 SFD UNITS) PHASE IIA: (7 UNITS) 7 SFD UNITS PHASE IIB: (48 UNITS) 48 SFD UNITS TOTAL (TO -DATE): 139 UNITS (R-6 REZONING) & to UNITS (BY -RIGHT R-6 ZONING) SINGLE FAMILY ATTACHED UNITS: 66 TOTAL (47.5%) SINGLE FAMILY DETACHED UNITS: 73 TOTAL (52.5%) AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED FOOTHILL CROSSING PROFFERS. SEE SHEET iA. TOTAL PROPOSED UNITS (TO -DATE): i39 UNITS (R-6 REZONING) TOTAL PROPOSED AFFORDABLE UNITS: 21 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH THE FINAL PLAT OR CASH IN -LIEU OPTION. BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. SUBDIVISION STREETS: CURB & GUTTER UTILITIES: COUNTY WATER AND SEWER SETBACKS: FRONT- 5' MIN AND 25' MAX (i8' MIN. FROM R/W FOR FRONT LOADED GARAGES) SIDE - 5' MIN REAR -2o'MIN NOTE: SINGLE FAMILY DETACHED UNIT GARAGES - MINIMUM 3' STEP BACK FROM THE FRONT OF THE PRIMARY RESIDENCE. BUILDING HEIGHT: MAXIMUM BUILDING HEIGHT SHALL NOT EXCEED 35' CIVIC AREA/RECREATION: NO CIVIC OR RECREATION SPACE IS PROPOSED WITHIN THIS PHASE OF THE PROJECT. OPEN SPACE: OVERALL REQUIRED OPEN SPACE (25%) = 37-93 AC * 25%=9.483 ACRES TOTAL OPEN SPACE PROVIDED PHASE 1: 5.715 ACRES (EXCLUDING OPEN SPACE A) PHASE IIA: o.o ACRES PHASE IIB: 1.271 ACRES (THIS PHASE) GREENWAY DEDICATION AREA: 2.663 ACRES TOTAL OPEN SPACE PROVIDED: 9.649 ACRES (26%) OPEN SPACE SHALL BE DEDICATED TO THE HOA, WITH EXCEPTION OF THE GREENWAY OPEN SPACE, WHICH WILL BE DEDICATED TO ALBEMARLE COUNTY FOR THE EXTENSION OF THE GREENWAY TRAIL THROUGH THE PROPERTY. PARKING: 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT ADDITIONAL ON -STREET PARKING SHALL ALSO BE PROVIDED ALONG THE ROADWAYS AS SHOWN ON THE PLAN. GUEST PARKING REQUIRED: 48 SFD UNITS x i SPACE/4 UNITS = 12 SPACES GUEST PARKING PROVIDED: ig SPACES LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECION 32.7.9 OF THE COUNTYCODE. LIGHTING: NO LIGHTING IS PROPOSED WITH THIS DEVELOPMENT. TRASH: EACH LOT SHALL HAVE AN INDIVIDUALTRASH CONTAINER. RETAINING WALLS: THERE ARE NO RETAINING WALLS PROPOSED WITH THIS PLAN. OFFSITE DISTURBANCE: NO OFFSITE DISTURBANCES AREA PROPOSED WITH THIS PLAN. TRAFFIC GENERATION: TRIP GENERATION BASED ON THE ITE TRIP GENERATION MANUAL (ioTH EDITION) SEE SHEET 6 FOR TRAFFIC INFORMATION. GREENWAY: PROPOSED OPEN SPACE (2.663 ACRES) TO BE DEDICATED TO ALBEMARLE COUNTY AS PART OF THE GREENWAY EXTENSION. SEE PROFFERS FOR FURTHER DETAILS, AND SHEET 2. LAND AREAS: OPEN SPACE & GREENWAY=171,365 SF (3-934 AC) LOTS = 282,835 SF (6.493 AC) ROW DEDICATION=106,200 SF (2.438 AC) IMPERVIOUS AREAS: ROADWAYS 66,702 SF(1.53 AC) SIDEWALKS 18,308 SF(0.42 AC) BUILDINGS & PATIOS/DECKS 91,296 SF (2.og AC) DRIVEWAYS i8,537SF(o.43AC) TOTAL 19043 (4.47 AC) PARROTT B�gNch GLENBROOK AT FOOTHILLS //I E. 11 I t MP CH�P3G RdM 03Ei PPPM, NC PHASE IIB FINAL ROAD PLAN - SUB202000216 TMP: 6 OWNER: GLE ACRE 9.7: ZONI G: R-6 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA TMP: 056A2-01-00-0620C WNER: GLENBROOK, LLC A AGE: 1.89 AC NI R-6 RESIDENTIAL DB 5039166 0 ❑ LJ 05u6A2I-01-00- 8100 OWNER: ROUTE 240 HOLDINGS, LLC C/O REDLIGHT MANAGEMENT OR ❑ MAIN STREET HOLDINGS TMP: 056A2-01-00-06800 ACREAGE: 13.OSA ZONING: LIGHTME DUSTRY OWNER: ROUTE 240 DB/PG: 2012/352 HOLDINGS, LLC �i ACREAGE: 3.07 AC -- ZONING: LIGHT,NDUSI RY -- --- ��� _ _18B/P(i---2675/384 \ 7! TMP: 05600-00-00-057B1 OWNER: GLENBROOK, LLC /\ _ ACREAGE: 9.32AC`\ -_ ZONING: R-6 DB/PG: 5039,75`\ \ j /GLENB{iOOKAY F(10TI-II�S \ �VV // PHAs'=1w �•' � r TMP'. 05600-00-00-P57K OWNER: GLENBROOKI, LLCM✓ /� ' i' I ' r - /. 4,; ACREAGE: 8.172ACq ZONING: \R-6 ♦ i �` k - - - - w ,q DB/PG \5500/375 I1 �( `'� / - _ '� �` rItw° n 17 I i i a I � _l III y'1 R K F O LLSN+��� �♦ I N. X Z ----- --- ♦ ♦ SHEET LAYOUT SCALE: 1" = 150' \ ♦ VICINITY MAP SCALE: 1" = 2000' SHEET LIST Sheet Number Sheet Title 1 COVER 1A PROFFERS 2 EXISTING CONDITIONS & GREENWAY DEDICATION 3 LAYOUT PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 NOTES & DETAILS 7 NOTES & DETAILS 8 ROAD & WATERLINE PROFILES 9 ROAD & WATERLINE PROFILES 10 SANITARY PROFILES 11 STORM SEWER PROFILES 12 STORM SEWER PROFILES 13 DRAINAGE MAP 14 DRAINAGE CALCULATIONS 15 LANDSCAPING PLAN & DETAILS 16 SIGHT DISTANCE PROFILES 17 MAINTENANCE OF TRAFFIC PLAN 18 LEGEND TOTAL SHEETS EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT CXIS77NG VEGETATIVE LANDSCAPE BUFFER ---------------- GREENWAY BUFFER --- --- PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE ® BENCH MARK v l/DOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE K PROPOSED ASPHALT STRIPING ------ -------- 200--------------- EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 TC 50 221 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 Tw 506.21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO OO OO OO 100 YR. FLOODPLAIN APPROVALS ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATIO] HEALTH DEPARTMENT iCOTT/R. CbLLIM Lic. No. 035791 6/25/21 2 z f Z O UJ ' (� a p U r/ Q ; ZU 0 o Ln a ¢ i w O > Z a O W Z Ln \ � iLU CN N N CD \D N O N Q f7 N .+ 00 OLn N N L M M (r M N (M 1 N W04 N N W> Ld LU ZJ O z TZ C.) w ' Y W H Ul j z LU w JLli JQ O O N APPROVED by the Albemarle County Community Development Department Date 7/8/21 File STIR202000216 O DATE JOB NO. 112066 SCALE N/A SHEET NO. 1 PROFFER STATEMENT FOOTHTLT S CROSSING Date: February 6, 2017 ZMA #: 2016-05 Tax Map Parcel #: 056A2-01-00-06200, 05600-00-00-057CO, 05600-00-00457B2, 056A2-01- 00-06100, and 056KO-00-00-000A2 (the "Property') Owner(s) of Record: Route 240 Hoklings, LLC; Edmund j. Daily, Christopher Daily & Cynthia Daily DiCamo; Route 240, LLC; and Foothills Crossing, INC. Rezone parcel 056A2-01-00-06200 totaling approximately 113 acres from R2 Residential (R2) to R6 Residential (R6), and rezone three parcels (05600-WOO-57CO, 05600-00-00-057B2, and 056KO-00- 00-000A2) totaling approximately 32.56 acres from RI Residential (Rl) to R6, and a portion of parcel 056A2-01-00-6100, containing 3.24 acres from Light Industrial (Ll) to R6. Total land Area: 37,93 acres Pursuant to Sections 33.4 and 33.7 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed herein below which shall be applied to Foothills Crossing (hereinafter the "Property') if the Zoning Map Amendment (hereinafter the "ZMA') is approved by the County of Albemarle (the "County'). These conditions are proffered as a part of the requested ZMA and it is agreed that: (1) the ZMA itself gives rise to the need for the conditions, and (2) such mnditions have a reasonable relation to the rezoning requested. The term "Owner" as referenced herein shall mean the owners) of record and successors in interest of Pamela 056A2-01-00-06200, 05600-00-00-057CO, 05600-00-00-057B2, 056KO-00-00-000A2, and a portion of 056A2 01-00-06100. The Application Plan shall refer to that certain Application Plan prepared by Collins Engineering February 16, 2016last revised January 3, 2017 (the "Application Plan'). Future development of the Property shall be in general accord with the Application Plan. To be in general accord with the Application Plan, the development and use shall reflect the major elements shown on the Application Plan and listed below, as determined the Director of Planning or his designee: a) Streets shall be interconnected, except where described in Note 13 of the Application Plan. b) There shall be a mixture of housing types and maximum number of units as described in building type and density in the General Notes section of the Application Plan. c) Buildings shall be oriented towards public streets as described in Note 9 of the Application Plan. A strip of open space shall be provided along the Eastern Avenue Connector Road and Park Ridge Street, where necessary, to provide additional landscape buffeting of any rest yards abutting the open space where backs of buildings are visible from the street. Page 1 of 8 controls established by this paragraph 6B. 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 stare that the requirements of this paragraph 6B(2) have been satisfied. (3) RRcporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -comsat Ownff shall provide to the Albemarle County Housing Office a copy of the rental m lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or Iease 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 (158/6) of the total number of Units, the Owner has the option to nuke a cash conmbution to Albemarle County fax 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 The total cash contribution due to Albemarle County as noted above shall be based on the total number of affordable units built in the Project 7. Cost Ind Beginning January 1 of each year following the approval of this rezoning, the amount of each cash contribution required by Proffers 5 and 6 shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index ("MSI') for masonry walls in the Mid -Atlantic. The annual adjustment shall be made by multiplying the proffered ash contribution amount due for the preceding year by a faction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MCI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change.'). By way of example, the firxt annual adjustment shall be Seven Thousand Three Hundred and Thirty Three Dollars and Eighteen Cents ($7,333.18) x 2018 MSI/2017 MSL Each annual adjustment shall be based on the amount of the proffered cash contribution due for the immediately preceding year based on the formula contained in this Proffer 7 (the amount derived from such formula shall be refered to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the ash contribution amount paid by the Owner be less than Seven Thousand Three Hundred and Thirty Three Dollars and Eighteen Cents ($7,333.18) per single family detached dwelling unit and Five Thousand Four Hundred and Forty Seven Dollars and Fifty Seven Cents ($5,447.57) per single family attached dwelling unit and Seven Thousand Font Hundred and Nineteen Dollars and Ninety One Cents ($7,419.91) per multifamily dwelling unit under Proffer 5 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) per affordable dwelling unit under Proffer 6 (the "Mnimum Cash Contribution'). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Mmimttm Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. Page 5 of 8 d) The Greenway trail system shall include a connection to this phase of the Foothill Crossings Neighborhood and a connection to Crozet Park The headings of the proffers and conditions set forth below have been prepared for convenience or reference only and shall not control or affect the meaning or be taken as an interpretation of any provisions of the proffers. 1. Park Ridsre Street Road Construction and Dedication The Cromer shall cause to be constructed a two lane road in the general location of the toad identified as Park Ridge Street ("Park Ridge') on the Application Plan. Park Ridge will be an "avenue section" in design, with bike lanes, parking, sidewalks, street trees, and curb and gutter. Park Ridge shall be constructed, bonded and ready to be recommended by the Albemarle County Board of Supervisors for acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed') prior to issuance of the tenth (10th) certificate of occupancy (herein after "CO') within the Property. Once the Owner completes Park Ridge and within sixty (60) days after the written request of the County, the Owner shall dediate Park Ridge as a public road. 2. Easlem Avenue Connector Road Construction and Dedication. The Owner shall cause to be constructed a two lane road in the general location of the toad identified as Eastern Avenue Connector Roadway ("Eastern Avenue') on the Application Plan. Eastern Avenue will be an "avenue section' in design, with bike lanes, parking, sidewalks, street trees, and curb and gutter. Eastern Avenue shall be constructed, bonded and ready to be recommended by the Albemarle County Board of Supervisors fox acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed') prior to issuance of the fiftieth (50�) CO within the Property. Once the Owner completes Eastern Avenue and within sixty (60) days after the written request of the County, the Owner shall dedicate Eastern Avenue as a public toad. 3, Greenwav Trails. A. Construction and Dedication of Gtemmy Trails A primitive !rail network, consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway. The installation of the trail shall not preclude the future conversion, by others, of the tend to Class A - paved trail standards. The general location of the trail network is shown on the Application Plan, however exact trail locations shall be determined based on site conditions. Installation of the trail network shall be completed prior to issuance of approval of the truth (10th) CO for a single family dwelling within the Project Upon the request of the County, but not prior to the issuance of the tenth (106) CO 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 essement, the Owner may dedicate portions of the Greenway by easement concutrendy with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of Page 2 of 8 8. Credit For In -]find Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contrbutions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would have been it total Cash Contribution equal to the value of i) Eastern Avenue, and related improvements to be completed by Owner, h) the Pedestrian Tunnel and lit) the Greenway Trail improvements, (collectively referred to as the "In -kind Contribution'). The In -Kind Contribution shall be One Million Two Hundred Thousand Dollars ($1,200,000.00). The In -kind Contribution reflects the value of the improvements that the Owner has committed to make pursuant to these proffers that are for the benefit of the public 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 the aforementioned credits for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Coumbution may not be applied for any other project or development Page 6 of 8 access for utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. B. Bike and Pedestrian Tunnel Pursuant to approval by VDOT and the County, the Owner shall construct a bike and pedestrian tunnel (herein after the "Pedestrian Tunnel') along the trail network as it passes undemcath Eastern Avenue. The Tunnel design shall be submitted for review with the roadway plans for Eastern Avenue. Installation of the Tunnel shall be completed prior to issuance of approval of the tenth (10th) CO for a single family dwelling within the Project. 4. Community Civic Space. The Owner shall provide not less than 20,000 square feet of land within the Project for a Civic Space in the general location identified ca the Application Plan. The Civic Space shall be substantially completed prior to the issuance of approval of the tenth (106) CO within the Project. Parks and Civic Spaces shall be conveyed to, and maintained by the Owner's Association. The Owner shall pay the cost of subdividing and conveying the Parks and Civic Spaces to the Owner's Association. S. Cash Proffer for Capital Improvements Projects. The Owner shall contribute rash on a per "market -ate" dwelling unit basis in excess of the number of units that ere allowed by right under the zoning in existence at the time of this zoning amendment for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, .ie--, schools, poblic safety, h'htaries, parks anti transportation. For the pasrlwses of this Proffer 5, the number of units allowed by right under the R-1 Residential zoning is thirty five (35) single-family detached units. A "market ate" unit is any single-family detached unit in the Project that is not either a For -Sale Affordable Housing Unit or Far -Rent Affordable Unit as described in Proffer 6. The cash contributions shag be Seven Thousand Three Hundred Thirty Three Dollars and Eighteen Cents ($7,333.18) for each single family detached dwelling unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 6. In other words, the cash contribution fat market ate single family units shall begin after a building permit for the 35th market ate single family unit is issued and prior to the Owner obtaining a budding pemdt for the 36th market ate single family unit The ash contributions shall be Five Thousand Four Hundred Forty Seven Dollars and Fifty Seven Cents ($5,447.57) for each single family attached dwelling unit, other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 6. The crib contributions shall be Seven Thousand Four Hundred Nineteen Dollars and Ninety One Cents ($7,419.91) for each multifamily dwelling utdt, other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 6. Page 3 of 8 The undersigned Owner(s) hereby proffer that the use and development of the Property shall be in confemance with the proffers and conditions herein above, and these proffers shall supersede all other proffers and conditions made prior hereto. Ibis Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument WITNESS the following signature: OWNERS of Tax Map Pmml 05600-00-00-057B2: By. By: By: L DAILY DICANIO Date: —(.e 4 2017- OWNER of Tax Map Parcel 05600-00-00-057LV & 056A2-01-00-06200: ROUTE 240 HOLDINGS, LLC, a Virginia limited liability company By: 0& ALAN TAYLOR, . A-V'11" r l v-S O Date Fe-6 S h 200 Page 7 of 8 & Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number residential units constructed on the Property. For example, if one hundred (100) total units are constructed in the Project, fifteen (15) units, or their equivalent, are required to satisfy this Proffer 6. The Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, or through cash contributions, as more particularly described in sections 6A, 613 and 6C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units,(defined below) shall be approved by the Albemarle County Housing Office or its designee. "For -Sale Affordable Housing Units" shall be dwelling units offered for sale at no more than sixty fire percent (65a/n) of Virginia Housing and Development Authority's ("VHDA') maximum sales price for first time bcxn -buyer program. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequa&fy an eligible purchaser For -Sale Affordable housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall he available for sale. This notice shall not be given mom than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may, then have thirty (30) days within which to provide i 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 tight to sell the smit(s) without any restriction m sales price or income of the purchaser(s). B. Far -Rent Affordable Houskg 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')shad not exceed the then -current and applicable maximum net rent ate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this proffer 6B, the tern "net rent" means that the rent does not include tenant -paid utilities. The requirement that the ants for such for - rents for such For -Rent Affordable Housing Units may not exceed the maximum rend established in this paragraph 6B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each Fur -Rent Affordable Housing Unit; or until the units are sold as low or moderate cost units qualifying as such umdet either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes fiat (the "Affordable Term'). (2) Conveyance of Interest All deeds conveying any interest in the Fox -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this subparagraph (2). 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 fill disclosure of the restrictions and Page 4 of S Lic. No. 0357914a 4/20/21 AJ in F Z Z O J w d O U Z LU O = toQ J < to W O Q rnW ~ Z a in w W W 0 0 N N N CD C)N Q N C)\ \ m CDCDe4 N L9 W W Has 001 Ur Z W Ul Z i ti M C'M Cy) N 14 M O N N Q LU J J_ U) w O Q U 1 w w LU U) raw/ Q C) O N J! w 0 s a z Q r) 0 1 m I --I I --I W U) Q 2 M V/ J H� 2 0 0 Q 0 0�/ LML W z ((W `/ LU LL LL W CL JOB NO. 112066 SCALE N/A SHEET NO. :LA N47° \i 5" \ 1 \ TH 0" ,r ♦�:y � 'y%4�\._;.`.y <, r , // / 0 A 7 o9v1(3�_10'4/20/21 . N. 0357 oo / I - EXISTING SANITARY 6� .00SEWER EASEMENT' SSION, \ \ \ \ \ • D.B. 1997/PG. 235 TMP: / 05 0-00 60-057B1 N43° 42'\7"W 100.62' \ \ \ V A \ V A I V A\ OWNED: 9LENEIROUK, LLC A \ / // GL BROOK �T FOOT4LS VACREAGE: P.32 A V A N46° 17' 13"E PHASE I \ I V ON1NG: 6 v �203'®� \�V A �B/PG:I039,75\ \ I III 1 1 \ V I 1 S43° 42' 47"E sa ., I 1 I I I \\ \V I I \ \V A v 54.00' / _. } I /f / / //�All, 1' VARIABLE WIDTH -DRAINAGE EASEMENT I I I I I I 1 V A 1A V 1 v v v DB.5075-672(PLAT) - I/ I I I I AI I 1 I v V A VA V I v v v A L=96.65 m R=640.63 w HEA HE F L N . - - / / / �• •' o w ... O LOT uss %\ GLENBROOK. LLC 1 "_ '. `` - - .. x.- _-x,-- \ x �Q / I , V 0.135 AC i I ; > 6 , / / / / / , I 1 \ \ \ \ \ \ \ \ 5500,375 PLAT GLENBR OK AT FOOTHILLS w ` / /� / /// ` I , w � V LOT 156 \---- / /i / / d // i \ / >. Z Ln < GLENBROOK, LLC i HASE IIA I �/ f / \ \ I I A I I \ V A \ \ \ V A A \ \ 0.121 AC VARIABL WIDTH ACSA /Ji / / O O Q w LOT 157 I --Y _/ j/ / / �5500,375 (PLAT) UTILI ASEMENT /GLENBROOK, LLC I / N42° 15' 48"W "I / fo`O / .` ,/' ' / / / / j - w \ \ \ V A V A V A V ' DB.55672(PLAT) A' I A `L �- / / / L=275.31 \ 0.121 AC LOT 158 54.00' \T / / / / 60 '. / / w '"Ln \ ,� 5500, 17E (PLAT) / GLENBROOK, LLC LOT 159 / LOT 160/ , LOT 161 1 / x > \ \ GLENBROOK, LLC, I GLENBROOK A .FOOTHILLS/ 0,375 AC GLENBROOK rLL�GLENB K, LLC �� --O.y�AC _ - �' )� V I v (PLAT) �11 \ 5500,375 PLAT 0.119l�C 21 AC / z V I PHASET TMP:\ 056OO-Otl-O�Q -0�7B3 \ V \ \ \ \ \I \ \ \ \ \ \ \ \ s \ \ \ / 550o a7S(PLAT) \ I V \ V A \ A I 550Q, 75(PLAT) WO,375 T / \ " - A / / �% OWNEDSTANLEI(M�RTINCqM�ANI�S \ I V A A V A v A \ v vv ----- / // R'521.3o A v // / �/ /F ��o /j// /�/uj LLC I \ v Aar - ( ) L-76 21 \ / / 4 / / \ \ V AV A \ >� > > / / / A v OPEN SPACE // / / G / / / / ACREAGE 5.84 AC \ \\ \ \ \\ \ / II \ \ > r,' \ \ \ \ \ \ - _ \ \ \ � / / / \ \ - // / / , ZONING: R6 V A \\ I / I �,' V A \ - aU'-- l 4 / li \ \ \ \ \ \ \ / / tda�ar zr'E \ \ \ \ I / \ \ \ \ \ N84%2T127. / -� - / OPEN SPA�F / D�/PG:358,5g6 \ 1 \ \ \ \ IF N84° �W-IF / /TMP: ° 056K6-00-04-03600 560�0-00-07B2 T%R, 0OWNER: CRAIG ENTERPRISE S, INC PROPERTY LINE "ACREAGE: 0.46 ACvOWNEt:� GLENBROOK, LLC )ZONING: R-1ACREAGE: -8.172-AC DB/PG: O ZONING_ R-6 -OB/PG: �5500/375 / - _ -//// // �� / I \ 1 V v v A A \ EXISTING _ - - - � / %� / / r / / - / w N N o 0 PARCEL LINE / / TMP:_ �56K0-00-00-000A2CD / / V / / / / - - / a I C TO BE _ _ . OWNER: GLENBROOK, LLC ` CO w 1 ACREAGE: 4.70 AC ZONING: R-6 5TNfP: OS6K0-00-04-03700 o N N / / / OWNER: FOOTHILL CROSSING, INC ., - / . ACREAGE: 0.46 AC - - r \ \ \ 100' STREAM BUFFER \ \ - - - --DB/F'G: - 55GO7375 \ \ \ I / R 1.50 � ' ./ / / \ / 'ACREAGE: R-1 � \ �72° 07/36"E 0' / / DB/PG: IN I, 5224fE 35.0 •qw •1 \ \ \ \ - - - - - - - - EXISTING TREELINE / / / 5 N72° 67' 36"W \ \ \ GREENWAY OPEN SPACE AREA TO BE DEDICATED TO - \ •� \ \ \ ALBEMARLE COUNTY AS PART OF THE GREENWAY / / // �( I L f TMP: 0560-00-04463800 �• j I �.\ ? \ \ EXTENSION, IN ACCORDANCE WITH ZMA 2016000005. - - - / - - / / / /_ 1.50 / yyy/ I OWNER: FOOTHILL CROSSING, INC \� i O (, • . ' . • . •\> ' \ _ - - \ / o / - ACREAGE: R-1 AC CV SEE PROFFERS FOR FURTHER_DETAILS. / I .�s GREEN \ - � � / / / I ZONING: R-1 - - - - Nt DEDICATIO \ \ \ \ \�-------� \ / \L' DB/PG \ rl AREA \ \ \ \ / / / I f _ / C'7 '�• 270ACRES \ \\ A 0V l EXISTING CROZET ; ��. 2joF, \ \ \ - \ �640 DOG PARK I I \ \` \ \ \ \ EXISTING CLASS B TYPE 1 PRIMITIVE - - - ` e \ \ TRAILWAY INSTALLED ALONG THE / - - - j I I L=1 .94 _ _ - - - / / - \ - %/ EXISTING CA GREENWAY AS SHOWN ON THIS PLAN N \ TMP: 05600-00-00-05500 .� I \ a \ / I\ \ -- -_-/� Q OWNER: COUNTY OF ALBEMARLE ACREAGE: 2.19 AC\VARIABLE WIDTH SWM / - / \ \ 1 \ 056K0-00-04-03900 • ZONING: R-4 \ / \ - - - - 1 LLI � � I ', ' • � � I FOREST AND OPEN \ \ _ - s / \ ' \ , I - \ _ I OWNER: FOOTHILL CROSSING, INC I-. _ -640- I J �. DB/PG: 2397/431 ' \ 1 \ s \ \ \ SPACE EASEMENT / / / \ \ \ - ACREAGE: 0.46 AC \ J EXISTING TERMINUS \\ \ DB 5075, PG 664 ' � \ � - - � - ZONING: R-1 •, . 1 OF CROZET TRAIL \ -DB/PG I \ \ - i AND CROZET PARK \ \ s , \ \ - / \ \ \ \ - /,' \ \ -� W l GREENWAY TRAIL V �, �, v \ / / A A v i A V _ - - _ - /" / �- -- / Lu -63 EXISTING SANITARY \\� ~ \ SEWER EASEMENT D.B. 1997/PG. 235ur 0 - ,� J VARIABLE WIDTH PUBLIC - ' - -R=50 00` / j / / -636- GREENWAY EASEMENT \ •�� \ // \ EXISTING SANITARY / \ \ \ \ \ \ DB 5395 PG 420 \ \ / j /`/ / - - - \ \ \ \ \ \ \ Q ■ \ \ s / / _ SEWER \ \ \ \ \ / / EXISTING TRAIL \ Y� /fO/ / \\ \\\\ \ U \ TMP: 05600-00-00=05200 \SNsi° / \ I GREENWAY EASEMENT > DB 5075, PG 687 OWNER: FRAZIER, GEORGE B OR JANIE E \ ACREAGE: 2.81AC s TO BE VACATED \\ // // -\ // ZONING: R-4 9 s - - \ \- "1 \ \ \ - - LLI \ DB/PG: 948/017 WIDTH \ \ VARIABLE PUBLIC / \ \ • " .• I \ � - _g30 / DRAINAGE EASEMENT \ 4 VI I ( I EXISTING DB5395,PG430 FACILITY v�� __ - � VARIABLE WIDTH SWM -' / - \ \ ` _ _- %' / LEGEND: \ T \ ul FOREST AND OPEN 20' ACSA UTILITY \ \ \\ CI EXISTING TUNNEL UNDER THE ` L1J \ SPACE EASEMENT EASEMENT _ L', •' \ \ (\ EASTERN CONNECTOR �/ w DB 5075, PG 664 s \ D.B. 5355/PG. 737 /a �, \ I1 I ROAD PLAN / iILL GREENWAY DEDICATION AREA (THIS PHASE) ,;, \ R/ / / / 4i' ' '24 \ 115(/ 1 I I \� - - U j 4.460.00. GREENWAY DEDICATION AREA (FUTURE) Lu SWM FOREST AND OPEN SPACE EASEMENT `� 'ss>r _ '' y { 3 I -La\� _ _ / I I \--� ILL/ PRESERVED STEEP SLOPES \ ,i '' ' �✓` TMP: FOOTHILL CROSSING, > Q /4°'18',18"E s III �{ , 1 OWNER: FOOTHILL CROSSING, INC _ ` • `' -`�-�' =,T, `1 I I I +I 1{�I ACREAGE: 2.78 AC _ - ` ZONING: R-1 !' O ' ' • ' \--?-ZB/PG: 4769/262 - % • N \ TMP: 05600-00-00-04800 7��42 / > ' 3 y EXISTING • FOP I _ __ -- r T, • ; r s - \ 6 T] _ N86'43'S8"yL1 68 PRESERVED I ` ' =' ' OWNER: HEVENER, RICHARD LLOYD II 6� oa \ - \ - ..500` \�\ - / SLOPE TO REMAIN ACREAGE: 14.94 AC / \ \ \ eM . ' ,> ZONING: R-6 20'ACSAUTILITY -_' , CR HIC SCALE \ DB/PG: 660/210 EASEMENT \ \I / D.B. 2041/PG. 676 \ l - - \ L 0 25 50 100 200 \- NOTES: I TMP: 0561-10-00-00-00000 I r - SEWER EASEMENT / \ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED OWNER: COUNTY OF ALBEMARLE ACREAGE: 1.08 AC '-0o"E °4927.01' _L� D.B. 5355/PG. 737 \ i - _ ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. ( IN FEE - S89 \ ZONING: PRD - - - - - _ - 2. PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY AND 1` inch = 0 ft. \ EXISTING STREAM DB/PG: 4081/081 - - - - - I III s I I ' ' - - - - - - EXISTING WEST SHOWN ON THIS PLAN. 3. 100' WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER ' SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH C1 N08°42'07"W 208.55' 570.79 208.56' C2 N10°25'22"E 469.14' 469.5 491.24' C3 N47°20'56"E 27.57' 87.5 14.34' \ EXISTING PORTION - - II I I _'' CULVERT - - LAKE HILLS FUTURE CONCRETE LVERT - PHASE I OF EASTERN AVENUE A. AT STREAM CROSSING i DEVELOPMENT \ 20' TEMPORARY GRADING Q Ila_ 0 O� O LL Lu 1 (aj m 0 LU Q Z z 0- w Lu ,1 V / _I 06 2 u) z O Oo Q O p z L co w W rJn V F w aID- Ln JOB NO. 112066 SCALE ill =50' SHEET NO. 2 R NOTES: GLENBROOK AT\ TH \ FOOTHILLS - 4� I. AFFORDABLE UNITS SHALL BE PROVIDED WITHIN THIS DEVELOPMENT IN ACCORDANCE WITH THE APPROVED PROFFERS. SEE \ i �\ \ : u PROPOSED GARAGE (TYP.) AG v \ h� PHASE I PROFFERS FOR FURTHER DETAILS. i8'x2o' o�% 4 2. PARKING ON ONE SIDE OF THE STREET ONLY PERMITTED AS SHOWN ON THIS PLAN. \ \ o LOT 87 \ , J�" 5 3. ALL STREES TO HAVE PARKING ON ONE (i) SIDE SHALL HAVE NO PARKING SIGNS INSTALLED ON THE SIDE PROHIBITING O SO R. LLINS'Z PARKING AT A SPACING OF ONE i SIGN EVERY z o'. fie/ , O 5 i U Lic. No. 035791,E y. A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED TO OBTAIN A PERMIT TO WORK WITHIN VDOT RIGHT OF WAY. THE TMP � � yp \ PROPOSED DRIVEWAY (TYP.) " �y��� �, LOT / o° , EXISTING SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS i 4' 6/25/21w 12'18' MIN. ��P/, \ 162 �OPEN SPACE REQUIRED ON THE TMP SUBMITTAL. ' \ �SSIONAL E�o� GO \ tio/ \ �� PROPOSED MILL OVERLAY. ", A SEE DETAIL ON SHEET 6. G ENBR00 � LOT 112 LOT 111 AT 0 p o \ LOT 110 \ LOT 104 LOT v v o �- LOT 109 FOOTHILLS - v v v Lu eo �✓ �� 3 ��h LOT 108 PHASE I v� a / v 0 PROPOSED SIGHT 16 o/R \ LOT 107 \ / z a1} 5 ISTANCE EASEMENT �8. 3 T \V A LOT 105 %� v z i BEHIND SIGHT LINE \yE �8P i 5 r _ z LOT -A , „o° ,5Q' s .. � - t ._ , � � ° s, 164 �� / titii 6 m v LOT 106 v z z 1 s'oF 9s• TIE -INTO EXISTING g g 2 -_ \ l s� �, f . •'� \yal , < CLAIBOURNE ROAD ��� _ � % LOT v v A = v�� srA. i2+3a _ HE: AAT ERFIEL - o o ioo' STREAM BUFFER D LA / s\ .�r��V r o-t - ti"5 pov�� LfC` lV X F- 165 Lq Ad°� / �pQ LOT 155 - -� �' z z z p �8° PROPOSED STOP SIGN 6�0�4 �h 9 / ( / z ¢ f i ¢ O ROPOSED CG- DENTRANCE TYP.) L / / 0 g NO PARKING SIGN ROPOSED 6' PLANTING STRIP ', i/� 5� 4 u g ¢ w O LOT 156 ' h s• O O PARKING SIGN (TYP.) / w w D- \ LOT 157 A / z w m m �I i r p '-, PROPOSED 5' CONCRETE SIDEWALK a e ��� LOT 158 PROPOSED MILL & OVERLAY. / of of w •\� LOT .tip - °° �oF.o '<� I LOT159 SEE DETAIL ON SHEET 6. GLENBROOKAT / > Z w 1 1- 3 V� Q o00' yo* ioi j" 8 MIN. DRIVEWAY FROM / I / _ A / / GARAGE TO S.D. ESMT / LOT 160 0o VJ ' Lu > z LOT PROPOSED DRIVEWAY TYP. FOOTHILLS A FOOTHILLS - v / GLENBROOK AT � LOT 161 "°� s' PHASE I � � � � \ 166 y ( ) 0 ILLS - / a a Ln sx PHASE IIA� _ �� W o o 0 � .PROPOSED SIGHT I I � q / � � � � ISTANCE EASEMENT o > > z LOT 113 �� Lu � i' BEHIND SIGHT LINE PROPOSED I°,5 % w w LOT 4 / / LOT LINE (TYP.) 208 i o• �aOxo �• o �' LOT / ' % - za o o°°�JQ �L� EXISTING % GG��� G SE REq - T. 'h J o ,�Y 0 � ACK �� a OPEN SPACE � / 5 s o - 77, � b � EXISTING ROPOSED STREET SIG a / LOT / _ _ POSED NTRAN �'' =oo O O i z_ 9D CE (TYP.) OPEN SPACE �/ PROPOSED CG-22 (TYP, 169 _ CG E i /; LOT RO - LOT 20] s M S K\Ty i / I`- S MAk. l ter` -------- POSED O 7 ( ) Iz S PROPOSED t I -I GARAGE TYP. o rN �� � 18'x20'MIN. w o o ni o 0 PROPOSED DRIVEWAY (TYP.) �7 F- N C) C) , . , , + , , • , , F`T�?°,� �� �.. .r LOT AJ ....� / �{` � � �� A -__,r r / �. 7 � -'� �(�A i� I it I 12'16' MIN. 0 N ODD O u'1 , 0 l .LOT 6� '� 206 �; / A 2 4 'Q2� y, , i' '� 1]2 „ 'N .F i i. I _ o N ' 'F 'P / �/ i • ... , <V� \ ZSxSp 1. '-__ r 'Hl f. ' 173 ryH `� /A j� _--r / ry ry 7 tD • , , , , ' , �� ''" /� `�,�. �,/ /; . �Q. �.. h / io+oo ti - s4, �_ o/ r�- PROPOSED STOP SIGN 9'Fj ib - LOT LOT o O PROPOSED GARAGE TYP.) NO PARKING. 1 I I ( / ,, A - zzxoo y 4' LOT o 18'x20' MIN. ti Ael SIGN (TYP.) w / • , , , , , , ' / \. y0 //'. s - - --- ---- -- 5y' -- - NO PARKING N -- r �/ to --- ---- -- I I li. I �� 176 20 Q j LOT PC: io+18:y7�z+go - Sz` SIGN (TYP.) + m PROPOSED STREET SIGN I PROPOSED CG- DENTRANCE P. ,, , ' , ', ' , , ' \ �►�' PROPOSED CG qD ENTRANCE (TYP.) S '�- a ry NO PARKING S I -- 9 ) / ' , ' ' , ' , ' , ' a , ' \s• \ / `' 04 ..o __...,� - z3.00. D.=zBd -a o_ a3,-- - - RJ� PEOPOSEDSTREETSIGN PROPOSED CG-iz TYP. - , to / 'ti a :. SD.=z8o' - - PROPOSED5'CONCRETESIDEWALK ..� r) ry �9Fj --� _ z3+5o 5F -1 ^'---- •1` I PARKING PERMITTED IN THIS AREA PROPOSED STREET SIGN � +`" ,�_� •° ��-- -z8o• � - -- --- _• a fi5� I ® 7 \ ROPOSED STOP N ARBOLk 5 z+ 1 M z ' ' ' ', ', • '. ', ,{, ', fie. � J h� � _ - �,\ � _�N ZS,E/ Ib , b/ , PROROSEDPUBLICRDADRIVE� 5 °p zs+$0 � 'Il• � Q a 0A[)( 4'PUBLICR/W) _ z6+oo SD zs3' m J PROPOSED ,Ox LOT o ROPOSED G-i2 (TYP. - z6+ DISTANCE TO NEAREST )e LOT LINE (TYP.)- / b 4 95 a9' s. --ry a 5 _ INTERSECTION (EASTERN AVENUE n PARKING PERMITTED I - S.D.=zgj z *oo PARK RIDGE DRIVE)= O' v 203 / / -- 4'RwR 'r IN THISA,REA I I i ?,. -__. - - - = & 65 '. '. OPEN . r -- r \s\ \ i/y0 ,yam ^,- _ _ �'..-. ,, I 1C.�4 I ,�------- PROPOSED - ' A M �` MAIL KIOSK z ISK(rvP. 33' _ a PROPOSED MILL & OVERLAY. i E _SIGN PROPOSED STOP SIGN \ O NO PARKING SIGN (TYP.) ti O 1 - ( --- - �} 5 /P-E/ ' ROPOSEID-STOP I I r w SPACE �,I h Q p 1 NO PARKING SIGN (TYP.. PROPOSED! SIGN M 1 1 I ' zi_ X, F a l=: --- I SEE DETAIL ON SHEET 6. m LOT m , I - - -�1 o I O PARKING SIGN ' , _ _ - LL_ ' ioi' _1 + I LOT I'. I I L (� '_ lY'' � - r '- LOT ' ' ' ' ' '' �. � _-- i � J h� N r -� � I I __ � --. • 13+11.37. �. 180 � � Q I � N %PROPOSED 6 PLANTING cc) -i2 (TYP.) ----OSED Lu Lu :. , ' , ' , , , , \ ,,, • _ _..__ ` .f - + _, zo' REAR SETBACK( 55' - y' z' TYP.) _ / J V 1 EXISTING CROZET ' \' LOT o LOT PROPOSED GARAGE (TYP.) - PCr 13+66. w �° 33'_ J I I \ ` 201 _ �97 i8'xzo'MIN.' zz p PROPOSED DRIVEWAY (TYP. -'� _ I 1 U) Z DOG PARK 2218_MIN. Sz' ® LLI q . t`. 0�PROPOSEDS'CONCRETESIDEWALK `� _ a ,- }/� I( I \ J LOT J F/C-F/C I'i I I I r - % / \ 6e OPEN \ ~ 1 �4 \ 192 ° LOT / SPACE d ' 5'MI FRONT - - - , � ur SETB�K{IYPh � / � ry ioz' - -. � `" -�� T.. -i. --- - -' LL c � LOT nn x.FRONT LOT / F - - - 181 11182 I I I I FOOTHILLS Q J Q s PROPOSED 6 PLANTING STRIP /r T _j \ 200 / SETB CK (TYP.) \ �/ / a,.. 98 I CROSSING - 2 r� ° I �� A ',' ',',' •',' , NO PARKING SIGN (TYP 1 / to - _� I �� H� PARKING PERMITTED IN THIS AREA N U -.• '/ \ \ �/ / LOT o ---- / LOT PHASE IV VARIABLE WIDTH GREENWAY OPEN SPACE TO BE 199 �, ' LOT w �� ' I 1 \ \ / \jo A �+ 1 7 18 r m DEDICATED TO ALBEMARLE COUNTY \� \ �' / A - Typ.l 1g1 AS PART OF THE GREENWAY EXTENSION. EXISTING PRIMITIVE \ ,' / .', \ ��/ - ; - �\--RStePCK� / / 'i`__ -' -d, �.RI �3' \ J /� � SEE PROFFERS FOR FURTHER DETAILS. TRAILWAY INSTALLEDn \ - - - - - \.'- zo REP RI j � / I m I L]i O _ _ GREENWAY EASEMENT (DB.S075, P . 64) ALONG THE GREENWAY AS SHOWN ON THIS PLAN 109' 55 _ Z / y z i ~ O \ \\\\ `"- \ SR s • NO PARKING SIGN (TYP.) D \ \ ul i i LOT NUMBER LOT AREA SF BUILDABLE AREA SF LOT NUMBER LOT AREA SF BUILDABLE AREA SF 162 5,785 3,600 186 8,189 5,073 163 5,320 3,252 187 6,465 3,711 164 4,976 2,974 188 6,785 4,011 165 5,567 3,523 189 5,771 3,551 166 4,834 3,090 190 7,579 4,781 167 4,811 2,871 191 7,206 4,474 168 4,727 2,813 192 5,142 3,060 169 4,705 2,781 193 5,343 3,262 170 4,704 2,776 194 5,381 3,164 171 4,834 2,874 195 5,225 3,200 172 4,969 2,961 196 5,423 3,338 173 5,707 3,289 197 6,074 3,506 174 5,735 3,922 198 7,892 4,812 175 5,243 3,188 199 7,017 4,029 176 7,516 4,924 200 6,683 3,771 177 5,058 3,063 201 6,802 3,840 178 4,741 2,778 202 7,061 4,348 179 4-769 2,798 203 5,079 3,039 180 5,137 1 3,056 204 5,049 2,969 181 5,471 3,365 205 6,306 3,789 182 6,473 3,774 206 6,462 4,047 183 7,426 4,437 207 5,904 3,616 184 5,779 3,148 208 5,629 3,434 185 8,261 5,022 209 5,358 3,291 \\ \ ioo STREAM BUFFER \\ o \\ \\\ PROPOIVEDTRAIL E Lu 1g0 TMi °'4g'R 1 8LF Lu ,PROPOSED CG-gD ENTRANCE( Pj _ v, "'---� - _ /� i z LL I m ' , , ' ,�, ' , o. v � -yi / / ;%'•• 20' LANDSCAPED BUFFER = i3 FOR DOUBLE FRONTAGE LOT ADDITIONAL GREENWAY \ 1 1 EASTERN - zoo'�� ALONG N AVENUE EASEMENT OVER OPEN SPACE \ S \ � � � , ' , ' , , / ' , ' / LOT LINE (TYP.) � � / �� \ \�O' �Jo � 1 /� � � O AREA FOR TRAILWAY CONNECTION ( ) 'PROPOSED 5 CONCRETE SIDEWALK - I- ' . , �PEN LOT 0 189 LOT. / SPACE 3s� 185 Q W \ � 'i 5' - . , e.)I PROPOSED . _ � O (r'1 \ P/L (TYP. `.J �, ' \ \,3 z / O EXISTING , , ; ' . ' ,s.�-s�r�ro�aati`��s X FRONT N LOT � ' sEr I , � LOT � � ExISTwG STREAM �� C\ 188 �hme B CK(TVP.j. 1 186 �A \. e�/I,' ° FACILITY � w ilk ADDITIONAL GREENWAY �' 0�� �� I 1 I / ►, 1 A ^p w EASEMENT OVER OPEN SPACE ��4\ \/ zpREgRSE AREA FOR TRAILWAY CONNECTION TBA (Ty - / CK ®� 5' P./ - - - OPEN JOB No. �� zp' SPACE GRAPHIC SCALE 1 - Z=' W_ _36' -- 112066 aa o z° ao eo iso - - -�,' _ _ _ _i T T T ' '1 EXISTING VARIABLE _ '� �'�. - SCALE )' 1"=40' WIDTH SWIM, FOREST AND �� I OPEN SPACE EASEMENTITE / ' ( IN FEET ) PG (' /� SHEET NO. DB � .5075, .664 ' q E 6 N _ , 1 inch = 0 ft. \ , , , , , , , , ' GLENBROOR AT \ FOOTHILLS - NOTE: WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THETH OF CHASE I �kr�? --- __ — - _ _ - _ MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL D BE PROTECTED BY BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN BRANCH OF THE 1 EXISTING 8" DI WATERLINE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING PROPOSEDzo'ACSA \ i SCOTT R. LINS'Z SANITARY SEWER EASEMENT i \ LOT \ , o ib EXISTING I - 1 1I EXISTING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM O �-, / 162 \ ,5o OPEN SPACE I GLENBROOK AT OPEN SPACE MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. L) Lic. No. 035791,1, \ARY EXISTING FIRE HYDRANTFOOTHILLS i i4/20/21 ILOT 112 1 LOT 111 PHASEI i MH zo / . LOT 110 LOT 104 ��y r LOT 109 iv PROPOSED zo'ACSA � � / SANITARY SEWER EASEMENT v LOT / yy LOT108PROPOSED SANIT/ �/ 163 �tix5 �'- 1 - -- I LOT107 / i. ,.. i..� °�� �xo°. /. �� v �... �� / / CD CD SEWER EXTENSIO MH-22./����'V %>` `, / �. �;�.,. I I �� LOT 105 ,� ,� �� V A_... / / w TO FUTURE PHASES. / RA w -- PROPOSED 8" SDR-26 PVC \� � '$ � s / �,;`� v LOT LOT106 � i i i � xh° /� �� � ,� �� v�v_i / � � V A PROPOSED CAPPED8"G.V. 16c, i - `J I ° i >\ A �� xEa � i° > // / F- F- PROPOSED FIRE HYDRANT MH 19 \ ho �O PO LOT 1 S,�A / W LI% j 1 ASSEMBLYw/8"x6"TEE \ LOT \ / y ry r1 0 s \ 1 6 ./ \�O�pQJ\� �...�C. O O ° 0 5 / e (\PQOS \ REMOV:BLOW-OFF&TIE-IN T - i TO EXISTING 8 DI WATERLINE / z z LU LOT 156 _ I — 5 ! .\ \ / \ o J o o ' /._ .\.\ \ `..,'`•. �/ by PROPOSED 8" CLSz DI WATERLINE 0 w w \ LOT ls8 - y I ° / \ \\ ' / / U Q s --- _ LOT \ <• o° / \ // LOT 159 y I I --- / _ \ \ / / / Z w m U m m zo- / / / / L _III LOT 16U , y \GLENBROOK AT`� / // / Z a m m o G ENBROOK AT I.. / c J J FOOTHILLS - / 0 0< w a a FOOTHILLS - o ii ,�, as as z, •. / oT 161 .o i PHASE I / �"� o PHASE IIA XISTING 8' DI WATERLINE w o o s ��.�,:./ EXISTING FIRE HYDRANT i �� �/ LOT \\\ \.�i / / ya.. > > > ° > \- -✓ �i,,. \ ., Soo .PROPOSED SANITARY SEWER /`. _.I I I I ' r / � \ / � w � � 0 HORIZONTAL SEPARATION REQUIRED o q y p / ! - ; SERVICE LATERAL (TYP.) j > / �A w w 1 \ BETWEEN WATERLINE & STORM SEWER ti° / h' LET / ' �� - _ - -- REMOVE PLUG & TIE-IN TO / EXISTING > ° v `/ LOT // \ / 1Fi] j j ; /\ --- EXISTINGS" DI WATERLINE y.5 `\\ / i / / OPEN SPACE 60� W 2 `< 208 / �/ x 2Ox°o \ / �\ / J� Pp EXISTING ` i // ��� Q� w w o PROPOSED8'z8"TEE a �Q` LOT '� v� �: Q���o OPEN SPACE \ / /� �"J �y.. • PROS ED 8' SDR-26 PVC (TYP.) c, & (3) 8 G.V. v )_ 168 �, A / _ _ o 'PROPOSED WATER SERVICE (TYP.) ��o'So LOT ' -; — —PROPOSED 8" CL. z DI WATERLINE O4ti // o LOT�/ A PROPOSED zo' ACSA 5 n 5 _ / M \ �� �� ;� 16 �' SANITARY SEWER EASEMENT r / -_ Qoyv PROPOSED SANITARY SEWER ° • ' �\' , ' ' ' � / MH-12 207 ,'� 3 _ 9 � � � ':� I / I � Oo4a SERVICE LATERAL (TYP.) W LOT i _ �;zo'ACSA M oo r �-__ l ,- � LOT � � a[ ---PROPOSED PROPOSED io' PRIVATE • , ' , \\ 206 ��' ??7.0 / 171 / - LOT LOT SANITARY SEWER EASEMENT , ' \\ PROPOSED 8" CL z DI WATERLINE 7 �� 1 2 ,' SANITARY SEWER,EASEMENT I I 1 c o o ' , ,' , ,' + ,6r-' , •, \V tP ' �/ i5.ri �', i , A 7 �� 1 .� ° �.. i I ( , ,' / N N •-' N o ED WATER SERVICE (TYP.) , 73 •! -..� ,. A w o 2 So h I r , o o cV , , , , , , � ..�/X PROPOSED SANITARY SEWER. ix i PROPOSED _ �.. ern' V � LOT i i tv rv_ o � m SERVICE LATERAL (TYP.) -, \ -- MH lj (_ - I I �� nOi � � ❑ ' ' ' ' ' ' ' ' + ' ' • ' 4 i' /� �.. . M S i l __ / T �.- T107 I o E OT �,^_ v_ + ____�I O N N 0 22+00 — ; I I I l-I OT FIRE HYDRANTASSEMBLYPROPOSED WITH THE FOOTHILLS CROSSING o 205 �/ / r .a - _ / _ �_ ---- I I(- _ I j 176{ONNECTOR ROAD PLAN SHALL BE INSTALLED WITH THIS PROJECT. ��+So MH 14 CONTRACTOR SHALL EXCAVATE THE EXISTING 8" WATERLINE STUB -OUT PROPOSED zo' ACSA SANITARY / �� - s o __ PROPOSED 8" CL. 52 DI WATERLINE AND STALL AN Wx6" TEE. CONTRACTOR SHALL COORDINATE WITH E SEWER EASEMENT _ 4:' % 3 oo - --- -- ,--___ " - S - , / M + gRBOL • ° _ , °- - —I I — 1=--- = THE ACSA TO DETERMINE HOW THE FIRE HYDRANT WILL BE INSTALLED 0 �/ LOT zo � �� ' M f A_PROPOSED ANT' Wx6"TEE, - P------ ppA RIVE IPRIORTOUTILITY CONSTRUCTION. , (R�8' G.V., & (i) - 6" G.V. MI _ ug Ic eoaD z + - I ASSEMBLY w/6�,x6"TEE A �--- A4 23+So - 400 zy+5� - �. PROPOSEDfi CL 5z DI WATERLINE -- '_.� �� z5+oo 0. 1E _R - -- M M ai P 6,x4,� REDUCER PROPOSED D )\ �, V ❑ D idPRIVATE LOT PROPOSED :+" nn - - 6*$0 - M PROPOSE _ -- ,' SANITARY SEWER EASEMENT �L., LOT 195 /I 8"x8"CROSS M - �X+oo (O ' _ 03 — _ /I LOT &(4)-s .. y o I "Gv =� O� MH 11 \ i PROPOSED y CL 53 DI WATERLINE r, 194 / %\` - - r- ',r PROPOSED zo' ACSA 1 D PROPOSED WATER SERVICE (TYP. ' y ', PROPOSED zo ACSA ! ti o I PROPOSED 8"x6"REDUCER EXISTING 8" DI WATERLINE / ' II e \ SANITARYSEWER EASEMENT 1 I _ _ I- - o ,',' .',',> .',' +i,' , .', \ ANITARYSEWER EASEMENT � LOT — - ' _ � to j I i -1 14_ REMOVE PLUG&TIE �• ❑ o 1-- `— ` ' ' , ' ' ' , • . ' o :� EXISTING 8" DI WATERLINE. ' ❑ j f LOT I - - m LOT LOT EXISTING 8" G.V. TO REMAIN. N • 202 \ _ _ _ LOT / o T A , ' - _ y �e o \ _ �95 I P S L zRLINE PROPOSED SANITARY SEWER 179 I �78 I I LOT I o , I I - -- �l� '- __ - =--' 1 I �; E C 5 SERVICE LATERAL (TYP.) �: I �I I �77 N I i a � � I i LOT i g I� � I L � I r Q 193 I ! I m \ MH-10 PROPOSED WATER SERVICE TYP - . EXISTING 1z" DI WATERLINE \ % �I + \ - \ j LOTLOT .. �. \ \ 201 \ ry POSED 4" 45` BEND / - � \ L W - DOG PARK \ \ PRO I j PROPOSED zo' ACSA SANITARY — J EXISTING CRO ` . , , { \ \ J % \ I =—= s \ \ PROPOSED TYPE A f� ' E ACCESS T -- "; I I • , \ \ \BLOW -OFF ASSEMBLY F; \�..� I I �. LO I S & CC S EASEMENT °a I' J MH-6 �' I f �, WE S EASEM y � � d PROPOSED SANITARY SEWER ' r L 19z I I� 5 LU n AL (TYP.) \ 5' MIN.IHORIZONTAL SEPARATION REQUIRED N p LOT \\ \' 1 ~ J c . SERVICE LATER BETWEEN WATERLINE & STORM SEWER O a I LOTUn `o I . \ \ LOT \ I — — 18 / FOOTHILLS - , zoo 18z ;' .\ \ I I I I r1 0 y \ \ \\ LOT I/ PROPOSED FIRE HYDRANT Z a I i \ J / 1 8 I / i i /� CROSSING - . LOT 9 / ASSEMBLYw/6'x6'TEE / \ --- LOT I PHASE IV I Q J I —I \ \ \ I I PROPOSED N 1 I J J 99 I LOT I 7 • \ \ PROPOSED 8 SDR-26 PVC (TYP.) SANITARY SEWER EASEMENT . \ d PROPOSED i J I I. ° / I U o \ �191_ I _..LOT LINE TYP. rn I '�_ . � \ f�i -- J� F \ s \ ', . ' • , — ` --- - - (TYP.) - ,'PROPOSED WATER SERVICE (TYP. I vv v �A w MH-9 Y -- — — _ — — — — PROPOSED WATER SERVICE (TYP.) �/ �- - - ❑ I �� O i \ \�- s s �% — \ MH g LOT LOT I � E — — _ s ° y' CL 53 DI WATERLINE 8 ' I ---[PROPOSED - 4 ' ' ' ' PROPOSED zo' ACSA \ \ �` = " ' ` � � �� M � SANITARY SEWER EASEMENT \ � ,� � �, 1 M --_ _ — --- ( LU z \ -PROPOSE i / , , ' , \ / D 6"x4"REDUCER` S' ,,� - � I I I� \ / z / 3 OPEN \�' `RP OPOSEDy''G.V. PROPOSEDTYPEA - O w SPACE \ LOT '`;� i/LOWOFFASSEMBLY N / U) z i ioo'STREAMBUFFER ',' >',', .','/° >',' \ V O i , \\18�' � �` LOT 1\ I � / ,� r � U -PR SE y BEND \ °" 18 r J ��PROPOSEDSANITALU RYSEWER \ MH 4 SERVICE LATERAL (TYP.) ----- Q W ° , , � LOT LOT��/ r, 186 \ / �O V7,5 O // h _ 612 0 N H FIRE A \ � 7 g7 , i � , EXISTING HYDR NT \ \� 6'AQUATICB w `° H z / / /c OPEN M - / \ �\ J 8' SAFETY B F _j" Ulu E XISTING8"SANITARYSEWER' S - A_ s s / / SPACE ��� �� �, /� 3� \ 0 w o .� 1 / MH 3 a � „ ° PROPOSED zo' ACSA , ' _ PROPOSED 8" SDR-z6PVC (TYP.) I I \> '�� JOB NO. �\ ANITARYSEWEREASEMENT-f- \ G A SCALE �' EX MH-ParksideVil 1 10 ��j\ 112066 0 \ �' MH 1 3'� \ ao 40 e0 160 / SCALE ° i, VARIABLE WIDTH P DRAINAGE EASEM 1 °=40' ° / PROPOSED 26 ACSA — I , ( IN FEET) v SANITARYSEWER EASEMENT , ' �+ `//° I�JN E SHEET NO. n 1 ihch = 40 ft. ---,--3 , , t ,� 4 � � , 'TIE INTO EXISTING MANHOLE- ' �' I � s , , s . , 1 , � , � \\ GLENBROOkaT YD-3A / \\\\ FOOTHILLS - PHASE, _ I I Pik' '�a -$62= _ - /� v v vv LOT 102 / PROPOSED 12"HDPE �� `v // / / - 6 YARD DRAIN SYSTEM w/ _ io' PRIVATE DRAINAGE EASEMENT 6615 ✓ >p �6 EXISTING -1I SCOTT R. LINS'Z FFE-65667 A V % b _'.-... -_ ` '. o %XISTING / v v /i y /� L� Lic. No. 035791 a %� ,OPEN SPACE GLENBR00 AT / LOT 103 v i LOT162 r :' y�"° / / FOOTHILLS PHASE I OPEN SPACE i ` \\ /i / i, `\\ i 0 4 4/20/21 tv LOT 112 I LOT 111 / LOT 110 1 /� v LOT 104 // d </ ��1�/ v� v i / ASS/ONAL ECG\ FFE 662 s s yr / fl,/ _ LOT 109 LOT 107 I / v / xo / v v / / / __ LOT1,08 I v v / 0 / vA v✓ / LOT 105 i i �� j yv� v i> � .// Rp ).. U r YD-3 OT 16LOT 106 LOT z z `0o � � c +BFE-s5s. 7 DRAINAGE EASEMENT J J o / / / I � � � \ \ . LO\T y4 5 ; � CY oe° _ - / / � / / T , _ • ----- - 65 \ � I ��ti f _ \ \ \ � � / / � � � 3 z z z z y --- \ ✓t NLu LOT 156 -/ ho 5 j o p p ---- - / NOTE. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE yy LOT 157 _ I - _ W g < a � Lu Lu u u a I PROPO ED VDOT STD: CD-i / - - s? \ EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. oU " / LOT L_ _ i �C \ / \ \ ----- \` a a I LOT zog \, so " �., / - - 1s \ \ GAR=656.0 n `' o :7o i2C \ PROPOSED 12" HDPE LOT 159 -' _ - - _ / \ \ \ \ \ / / / / p ¢ w w 3 .FFE=656.67 "a r.\ a o s Y©�Z 6 I '.'.I \ I .LOT \ Opp / �� / \ \ / / / 6' --� Z J �' m m o I I \ \ y - YARD DRAIN SYSTEM w/ \ GLENBROOK AT O / \ \FOOTHILLS -PH / /fo �// O F w io' PRIVATE DRAINAGE EASEMENT I I� o / GLEN OoK AT LOT 161 i y // ii \ I - / p6 p as as J .. I I I / _.. /.'.'<O _.._ -.. \ � I /... _ \\ / / / / � Z. w H H o / \ a VAizB / FOOTHILLS \ � w m o o x _ /� I 1 \ 9s PROPOSED VAR. WIDTH PUBLIC PHASE jIA _ 1658 \ / LOT 113 \ \ / / / / // // ya V/ o 0 0 I \ \ X 12A / DRAINAGE EASEMENT sco YD-zA / / - ° \ / \ / / / : / / Lu w w GAR=656.00 `� ` i GAR=6s3.33 �. i\� § _ I �� \\ c / / xh \ / / / EXISTING / - .. FFE=656.67 0. +06 ! 7--\`• / FF=654.00 -./ / / y°. \ \ / p p o \ \ \ �' BSMr=sas.83 PROPOSED VDOT STQ. C / ; I� - / ROPOSED VDOT STD. CD-i \ _ i / OPEN SPACE / Q �� / / / W w w ` v;1 ao LOTi67 / �n Ln II \ / ' OTzo8 /vo x0 LOT o / EXISTING V / -PROPOSED iz"HDPE o / `y 5. •e/ / � � OPEN I SPACE \-i / \ , , ' \ q, ,� •� / FFF�=65225 � '.__ _ - _ _ e8 YARD DRAIN SYSTEM w/ f o � D-iA 5 � / / , ° � io' PRIVATE DRAINAGE EASEMENT P/ / j / � v �ROPOSEDVDOTSTD.0 ... A Y HORIZONTAL SEPARATION REQUIRED BSMT=645.83 FF=651.25 �, ,�...'> F m i �. / LOT 170 BETWEEN WATERLINE &STORM SEWER,' S /� ; \ c !! / e 2Ix ", io6 � ii oo •�Q m i -r� �_ - __ / / - AR-652 ST LOT 173 � 2J PROPOSED DRAINAGE SY EM , � � � o ' > ' , , • ' . , ' ' ' �\ / z BSMT=64550 / /'p 'y 2 S \ FF =65325 ,'f _ 4H S\ t�0 _.i. �4 - " N NO - I , , ' , , \ ♦ :'Y a: i / . ,��i'- , / III GAR-653.58 o'� O i I` -� / / / / o o N N o PROPOSED DRAINAGE SYSTE ioA So FFE=654.zs J y° x� 4E LOT 174 ! w o 2 LOTi75 \ V \ � 1 ♦♦\♦ ♦ \` s � .\ . // , LBFsOEnnT T6=z5s4oa.0a0n // /\/ �/' LOT zoo i ro ° /i 2*00 /'� zz+S_--.-/.o � j-.33II__'- N� o LOT 176 PROPOED VDOT STD. CD-2R-ssa 33 o s PROPOSED VDOT STD. CD-i f_ e , • , . , i , , \ ' \\ \ .. J i / /' i GAR=649.00 10 1 \/ _- 6C '- _ s --� O C _ _ e_-. �L I / / / / i - \ . . ' > ,l{ s , { , a { > . . . , � ♦ / i FFE=649.67 i 2.?+ --_- ___ _ _ �. 4. ` ----- -,'�_ im , - /• �, / i E 7L, 61324+00 _ I , , , ' , , > , , � ♦♦ � \ � / � � '_ si ' ; . *`" 8C _, --___ � - »_ z4+so PROPOSED VAR. WIDTH i , - - / zB ' ' > ' , ' ' \ ,�♦\ S � �\.� // � / I\ \ � / ' ROPOSED VDOT STD. CD-z --- ___ PeopoOLED - � -25+0o A DRAINAGE EASEMENT � � ROAD =z-Afi"-. �2 -_-- / � �; 5 -i +�_ 6+So a PROPOSED VDOT STD. Cb / ~ 4 ' , ' , ' ' \ ♦® � GAR=6a7s7 zo a PROPOSED VAR. WIDTH PUBLIC f _ _ _ n M z/+o �� O / C'7 ___I ' \ DRAINAGE EASEMENT I s \ L o t I� n L y ' zA�- / a I ' , ' ' ' ', ' ' , ' ' , \ Ole 3 � - o -- - PROPOSED iz HDPE, GA-65z.33 I 1 / � \ � o ' ' ' ' ' ' - \ / - ° R- 8Q i FFE= 5 .00 - _ - - 'F '®, 'C rn j ; < -� r `a - YARD DRAIN SYSTEM 0 4 ' -- ? -_ / \ o • 3 PROPOSED Lb i •'I - � r 5 cs \� ' , . I � PROPOSEO VDOT STD. CD-i "- io' PRIVATE DRAINAGE EASEMENT , � I _ ' ��, _ --- / � CY)rZI 0 � I i _ -i I I IGFDA/ERR==66L55I4N3.- 58A0-3G-1E E�AI0S.i5E_.' _' L5y44O7.6.0T70 ' 1 EX 96 i / O OMMWF--I o IE-IN PROPOSED DRAINAGE SYSTEM' P GA50 G STORM MH FFE=654.17 - L78 ' >LEGA 654.33 FE=655.7 �D 4PROIOSD 1z`HOPE % YARD DRAIN SYSTEM w/PULIC FBCN _ ...... --io'PRIVATE DRAINAGE EASEMNQ n`o36 I j + zs / z EXISTING CROZET �� I \, ,', \�, BSMT s37so o FFE 64701 / �/ --.I-� zo / / - L LU J o s � � _ s DOG PARK GAR=546.83 YD- C I I I -, OPE - 0 4 I i FFE=647.50�. _ I sa\ \ � • / I % ' \ �� u FFE sa65o3 __ __ ,I \ 5' MIN. HORIZONTAL SEPARATION REQUIRED I\ _ �b f �`63$ BETWEEN WATERLINE &STORM SEWER - `i a I .•\ •I i / i I I /II\ \ \\\ \ \ ' i' i , ,\\S\\ T_ 7 .. `_ ..FcFAE_=64\\ FGFAER--66465.5.803 s GLq T Table 4. Pavement Design (VDOT Pavement Design Guide) NOTE: -ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. T , '? -� - - - j- _. _ _' I `t_- " -" %F GENERAL CONSTRUCTION NOTES FOR STREETS: -Ai" BINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC. �'� 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN " TI IT - I I f , , 4 F i IFLANE EATHFIELD ti .. 92 v <, oQQ-/� o O THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TONote: Contractorto bore any existing pavement being utilized andcoordinate voth V1101 on upgrades to geometric design Stan to ensure t e a ve spec capons are met an y y ' i- / \ ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE are in accordance with their standards. TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCAT70NS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE / TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY '•' � `�, '- ' ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE I I -- EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY :•' / / ' I ',' SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. RAW ON -STREET PARKING RAW 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN7AL _ ONE-sDEDAILY a ''' "'' NN DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). - STREET INDICATED S7R TREE 1� 11 \. l -- _ - 1 _� PLAN SCATS .. ,..• .....' _ 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL EXIST. GROUND -�.'TG /*"'T �• -- DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.� ' 7. COMPLIANCE WITH THE MINIMUM PAVEMENT IDTH, SHOULDER WIDTH AND / DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, \ CURB cuRe ,Li - SHALL BE STRICTLY ADHERED TO. Eosr. cRouNO 7�APLANTING STRIP GUTTER MAIELWAr ma�wAr OUTZ Punnnc srRPTSI'DEIU �� 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL zs' 2s' zs zs SUBDIVISION PLAT VALlDA170N. SHOULD THE FINAL PLAT FOR THIS � w PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA77ON, THEN APPROVAL RA - OF THESE PLANS SHALL BE NULL AND VOID. TYPICAL PUBLIC STREET SECTION (PUWAV00,J, CLAIBOURN.f; HF4THFIELIJ, SAUAWERS full., BEThWA 4RBOLfPW, CIRALDA) `•ter 9 VIRGINIA MANUALALL SIGNS OR OFOR UNIFORM 7RAMCER REGULATORY CES CON7ROLLCONFORM DEVICES AND THE TH E mor ro SCATS E oEsrcv sPVEv=z nrav ♦♦ • \ / % ' �N` r ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING NOTE\1 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. ♦♦, \ I ORDINANCE AND MANUAL. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE ♦� /' / - - I, I �� 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE .. \ NN /' �i-� BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE SHEET 3 FOR NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY. /' �N-� I COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN 4" COMPACTED-: ♦ \ ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. EARTH SUBGRADE 2" STONE DUST YTSDFPAYFOR ♦ L-__-__� - PAVEMENT A� UNITS PIPE 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH ETOP a cuT OEOU FILL BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC \/ / / / HELL cOMeNa10N MEERORAN Ew-1: �M ROADS ;\�/\�/\//\// ~ ( LINE PICAL) r SHOULDER LACE 5', ON, \ //\/\/\/\/\/ \/\/\/\/\ \ \ /\\/\\//\\//\ u EDGE OF PAVTYENT ♦ 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE %!�\\i\\i/\\i/\\i/\\i/\/\\i/\\i/\\i/\\i/\\i/\\i///�\\�/ CROSSDRNN CD-2 ON FILLS I 4• TRIP GENERATION CALCULATIONS r - TRAVEL LNLS /• CENTER LINE SECTION-�---sH---�T-1--------A:--- ,:: , • _ INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL \ i. i, i, i iN - /. TWIT„ TYPE ,SELECT MATERIAL, I �; O PA TY NT SCALE: ill=Too' TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. �- 5� EDGE TRENCH PLACEMENT SHOULDER uxE/• 13. A VIDEO CAMERA INSPECT70N IS REQUIRED FOR ALL STORM SEWERS AND PIGAL) TOE 0T RLL �PAVEMENT SIURFACE L ME TOE GENERATION BASED ON ATE TRIP GENERATION MANUAL CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY HE T YTS OF PAY FOR INSPECTIONS. THE VIDEO /NSPEC710N SHALL BE CONDUCTED /N �SEEECT 4A ERIAL TYPEIMW PLACEMENTPIP (LOTH EDITION) �. CLASS B TYPE I LOW -MAINTENANCE PLAN VIEW SHOWING PLACEMENT OF ; 000000000000 000 0 •'.':'; •':• ''':: CD-2 cRossDRaN 8 SINGLE FAMILY DETACHED UNITS CODE 210 OO o0:00 ACCORDANCE WITH VDOTAS VIDEO CAMERA INSPECTION PROCEDURE AND 4 ( ) WITH A I OR COUNTY INSPECTOR PRESENT. PEDESTRIAN PA THWA Y DETAIL CLASS AGGREGATE, N5 AGGREGN 1 OR LRM3IED _ '.•,':''.':-'.• CLA35 MEETING M8 GRADATION REOUIREYEN"S NO SCALE DEOTEZTnE ' 0 OAR NON -PERFORATED OUTLET PIPE ROAD NOTES: OR TOTAL ADT VPD ENTER EX T GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE, DRAINAGE 1. ALL PIPE CULVERTS EXCEPT PRIVATE 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-4AS) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS 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 THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO .,...GAGA.. , .... �,...,,.��,... G........G.� ,..� , ,..., ....�� ..,�.,,.... .,. CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, Il, OR IN PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY, 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL,/SQ. YD.). & BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATI0N SPECIFICA7ONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY, ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY, ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECT70N TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY -TNE SIv1-EEz._sA MAX LIEETTHICKNESS IS z THEADDiTiCiIALLiFTSMtJSTBEPLACED:L YEAR APART PER APPENDIX !I! OF Pavement Design THE 2028 VDOT PAVEMENT DESIGN GUIDE. RF= 1.0 Location ADT Hi Design ADT CBR SSV Dr Surface h a Base b a Sub -base It a Dp Claibourne Road (South of Park Ridge Dr) 750 0 750 5 5 13.43 SM-12.5 2 2.25 BM-25 3 2.15 21A 5 0.6 13.95 Dunwood Drive 185 0 185 5 5 8.55 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Arboleda Drive 890 0 890 5 5 14.02 SM-12.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 GiraldaCourt 194 0 194 5 5 6.20 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 CRUS„NC SIflEXOTX TYPE W PRE %THAT. 4" H INUETEFIN(W,T. 8" NOM.OW,ETER SMOOTH WALL PVC .103 G153 S400TH WALL WE TO PSI %%% -PAVEMENT SURFACE 1 BASE TYPE OF PIPE CRUSINC STRENGTH NW.T. •NOµ DNETER %W.T. NOW. DIAMETER sNPOOM WALL PVc ,w 0.153 SMOOTH WALL PE TO PSI NN% ]0 P51 %%% 454 (227 /227 I) - TOTAL AM PEAK: 36 VPH (9 ENTER/ 27 EXIT) TOTAL PM PEAK: 36 VPH (23 ENTER/ 13 EXIT) - -- - SU55ASE OR CEMENT STABLDED SUMMER \ o.S. o r SELECT W­TYPEI °R SUBGRA➢E NE WALL TXKKNEW IMNI -INCHES • � (CEMENT OR LEE SOURCED) WIN %TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTKKC N57 AGGREGATE %B MOREGATE OR CRUSHED OEaIEKTRE GLA55 Y£TYG x5 cMENTION REQUIREMENTS. TOP OF 4" ORAWIUEc rD'• GENERAL NOTES CURB SM-9.5A 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND 7FROUGHLY HAND TARED TO SURFACE COURSE • 2 R INSURE COMPACTNESS. NPROA{H SLAB PAYJ.EM 2' BUWEETBE'PLACED CH PE SHALL EA GRACEGIN AT TPMALEL TOHE EWE OF T THEHE ESH�°U➢ER SLOPL LANE E 2E ZT MINMIY DESIRABLE) GRACE. BM-25 ss"(TYP.) a y BImGE - sLYBA6E 3. ON cVRB AND GUTTER SECTIONS, WHERE IT Is MOSSIBLE TO OTHERWISE PROVIDE INTERMEDIATE COURSE EFR VEMENT CHART 13" ` KN � CO-2 OUTLETS FEET CR°SSORANS, THEY AM TO BE LOCATED SO AS TO BRAN INTO DROP A a • A • 8 7" LB INLETS 0R MAPafs. COMPACTED AGGREGATE EPTH BF EACH ELATEBAYMATHIµTPEIA. ON WPERELEVATE0 SECTIONS TREXCX B i0 BE 1MIXR EMIIE PAVE4ENi APEA BASE COURSE, VDOT 021AM ENT CO URSE SIDE X0. 21B <B" YH R➢1H) WITH OUTLET WE ON LOW SIBE ONLY, «a 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE l0 BE A MCI" OF 1'-D' ABOVE INVERT ELEVATION OF RECEIVING DRANAGE DITCH OR STRUCTURE. 10- PLACEMENT BRIDGE APPROACH SLABS A7 6' ALL (SOUREST NS (ELBOWS.SHING si�GEn°i EMS WITHIN THIN PAYOUTLIMITS °R CUTLET PIPE ME Toj\\/\ /\\/ \j / /� / MIN ET PIK. T. OUTLET PIK TO BE SECURELY CONNECTED TO EW-12OR OTHER MANAGE COMPACTED SCOTT/R. C17 INS'ZI Lic. No. 035791 a 4/20/21 A)" z F 00 w = 0 L �. � a L \ LU DO � m O 0 O Ln Q L [ w < ,A N ~ zNULLS C Ln C > UJI L Uj O O ti N N N O O N '2 L\O Lip N N DO 14 • • 000 psi MIN. Ip� I�Illq "TAf to toT STRUCTURE. SUBGRADE 1' 6" 2' T /57, 68, OR pza 4" 21-A STONE BASE ® M Q SPEGIFCATIDN REFERENCE STANDARD CROSSDRAIN `V= R°MA��1°EC�ETIOF ASPHALT PAVING - ROADS STANDARD CG-6 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO CONCRETE SIDEWALK uz REVISKN DATE SHEET 1 OF 1 (AT GRADE SAGS AND BRIDGE APPROACHES) CURB & GUTTER PAVING AND/OR BACKFIWNG' ram mi VIRGINIA 06MTMEM OF rRAHlmSxraTDN D]nG NO SCALE NO SCALE NO SCALE � O Fz L",I CO-11 NOTES' I I O 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. NOTES: 5Y( I A-1 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. WE STREET APPROACH SAME SURFACING (RADIUS TO BE AS LI I AS WAINUME ROADWAY IEEE NOTE 6) GENERAL NOTES N I. CONCRETE TO BE CLASS AS F CAST N PLACE, 4ONC ET IF PRECAST. 2 CONCRETE TO BE CLASS A; IF CAST IN PLACE, SHOWN ON PLACED G G _ _ -- -- _ _ 1. WHEN C6-111S USED FOR STREET CONECTgrE ME CONNECTION MUST BE DESIGNED IN ACCORDAICk' WITH ^ ' 3. CURB HAVING A flA01U5 OF 300 FEET, OR LESS (ALONG FACE OF CURBI WILL BE PAD FOR AS RADIAL CURB. 4000 PSI IF PRECAST. 1. COMBINATION CURB &GUTTER HAVING A RADIUS OUNDUS TO BE AS RMML CW�NATON SHOWN 011 0.M31 / My1T0 PC NO ME APPLICABLE IEOUBElENTS (P TN VDOT ROAD DES3l MAMMA, INCLUDING SIGHT INSTANCE F�OLMEMENTS. ` V 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" E15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PND FOR 0.5 RADIAL COMBINATION CURB & dNB Atl BUTTER C''6 ( NOTE ]1 Q' 2. WHEN TN ENTRANCE RADII CANNOT ACCOMMODATE THE � u E� N ORDER THAT THE BOTTOM OF CURE WILL COINCIDE GUTTER. _/ 'Q -1 TURNING REOAREMENTS OF ANTICIPATED HEAVY TRUCK WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. {.FOR WITH STABILIZED OPEN -GRADED TRAFFIC THE DEPTH FOR SIDEWALK E CURB RAYS WITHIN tHE UNITS OF THE RADII SHOULD BE MfrewlsE THE DEPTH IS TO BE 16° AS snowrv. NO ADJUSTMENT N THE PRICE BID 6 10 BE MADE FOR A DECREASE DR AN USE DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER 5y9LL BE CONSTRUCTED PARALLEL 91DErIL( (6EE N6TE RI OPTIONAL B" P' rn INCIE/..ED TO )". _ 2" R INCREASE IN DEPTH. S CG-2 IS TO BE USED ON ROADWAYS MEETING THE TO THE SLOPE OF SUBBASE COURSES AND T° THE DEPTH OF THE PAVEMENT. --- R(• LIE "` ---- 3. WHEN USED N CONJUNCTION WITH STANDARD CC-3 OR CG-T ME CUM FAQ ON THIS STANDARD IS TO L! W �4-� REQUIREMENTS FOR CG-6 IS SHOWN IN FIPANSILNN EXPASON BE ADJUSTED TO MATCH THE MOUNTABLE CURB APPENDIX A OF THE VDOT NONE DESIGN MANUAL. 5, ALLOWABLE CRITERIA FOR THE USE OF CG-5 IS BASED ON ROADWAY CLASSIFICATION JCNT '� JOINS CONFIGURATION. J AND DESIGN SPEED AS SHOWN IN APPENDIX A Ml1ED WIDTH "B" 2'-D" OR /5 U' YRYlE ROIOWAY CG-A FOR CURB RAP GESIB! TO BE {. SEE STANDARD THE USED WITH THIS STANDARD. 1 J 5„ 4" 2„ R OF THE VDOi ROAD DESIGN MANUAL. SOWN ON TYPICAL SECTION Ar 6. ATONAL ROWITE MAY WARDING a A PLAN VIEW PRECLUDE FOREIGN OF BUTTER TO PRECLUDE POIDING OF WATER ` >�/� .e-rn �_m� D� ENTRANCE NOTES VJ T r/1 SEE _e - 1 I IN ROADWAY POPE 6. PLANS UNE ISREOUREDDTO PROWE POPoMP/ME DRAINAGE AAY� LU - SURFACE 6. MAN. J NOTE4 '.n > 10 or MAY. CURVE Q. p•.1' THE ENIRANLE. f� N e s > p p D EOCE OF SHOULDER Bt BZ MA%. - - D e D D D D D D OPTIONAL ROW ME y SLOPE CHANGE ® T. YNrLIN PAVEMENT SHALE BE CONSTRUCTED TO TIE - D RAW LIME (EXCEPT MY SUBGRADE STABILIZATION BASE A 0 0 Q • C T MNNLIIB ROADWAY REWIRED FOR SUNNI PAVEMENT WMO( OWN BE ' L A BOX HAS. D RADIALCOUTTEIN THE COMBINATION O r ^ > 1 SLOPE CHANGE S. RADIAL LIMB ON LOMBIHATON CURB AVD BETTER w D SHALL NOT RE REPLACEMENT BEYOND THE R/W ME J D D e D e D D • -Q- � � • EXCEPT FOR REPLMEYENT PLRPCSES. Q ------ L_ iHf BOTTOM OF THE CURB AND 20'NNIMUM FBt P. THE OESRIHLE MD NAVAN ENTRANCE CRICE CXWICES GUTTER MAY BE CONSTRUCTED 5'MN. COMMERCIAL ENTRANCE 4' ME LISTED IN THE ALLOWABLE ENTRANCE GRADE SUBBASE PARALLEL TO THE SLOPE OF �NMECTIT CONNECTIONS. VALUES IRE NOT APPLICABLE TO STREET r 6" 2'-0" SUBBASE COURSES PROVIDED A ®LONSMUCT GRACE WNNGfs WITH A PMABBJL CURVE. WM MIMMUM DEPTH OF T" J s MNNTNNED, SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES 4 T' RADIUS THIS AREA MAY BE CONCRETE �� rn U = w DIET)• MGM' l .�, •�• '\• - APPLICABLE TO SMEET CONNECTIONS O O _ BASE CONCIE]A3E •Y• •E. .\. - MTED ALLOWABLE ENTRANCE GRACE TABLE IS XDi SUBBASE N LLI LJ: SECTION C-C I-G O ACCEPTABLE ALTERNATIVE H F CURB IS EXTRUDED �/� SPFbKA"°" SPECIFICATION SPECIFICATION METHOD OF TREATMENT- MJ ) R RB STANDARD 6" CURB REFERENCE 7�E�10B COMBINATION 6" CURB & GUTTERCONNECTION FOR STREET INTERSECTIONS IDSREV. M.. 502 REV B/D] W2 VIRGINIA DEPORTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION AND COMMERCIAL ENTRANCES zm.w zD1.D3 zaT.a VIRGINAL DEPARTMENT OF TRANSPORTATEN C.- GO-12 CG'2 LU I PERMISSIBLE 'A' H5 DOWELS, 8" L°NG 'A` PERMISSIDLE w , I 4 CONSTTRUCTION -0ts DOWELS,0 LONG AT 12' c-c JOINTCONSucTlor. Y - 5'MIN JOINT GENERAL NOTES JOINT 4, D„ 4 1r' c-c LJ� MIN, 129 MP% 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED COMES. m� 12:1 MAX / /� 2. DETECTABLE WARNING TO 3E CLASS A CONCRETE (CLASS A IF PRECAST) n B 1 2 p 'N 1 B \/) O WITH SLIP RESISTANT INTESRAL SURFACE COVERING THE FULL WIOTi OF THE 1 TL J' RAMP FLUOR BY 2 FOOT N LENGTH IN THE DIRECTION OF PEDESTRIAN B 0:1 10:1 TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES. DETECTABLE B yA% '.VAX -�777: y = B WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. B gA,1p TYPE A 3. SLOPING SEES OF CURB SAME MAY BE POURED MONOLIMICALLY WITH RAMP IEEE TABLET TRUNCATED ODNES ce FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED CMS. PERPENDICULAR END GULAR A SEE 5HEET l OF 4 FOR DETNLS 3C TRUNCATED DOMES N w IF RAMP BOOR IS FLAKED SUES HOLES MUST BE PROVIDED FOR DOWEL BANS 50 SEE SHEET tOF 4 FOR DETAILS N coE 1 1 THAT ADJOINING RPRED sofs CAN BE casr In RACE TITTER PLACEMENT OF �- A TYPICAL DESIGN Q IV PRECAST RMB FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,WIN 5'-0" MIN 0'-L M-1 5. REQUIRED BARS ME TO BE NO. X 5" PLACED 1'CENTER TO CENTER ALONG 12't MAC' SHAPE TO NATCH FACE BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RNAP FLOOR. MINIMUM OF ROADWAY CURB CONCRETE COVER I�/i'. 12'1 Al aKK 12q NA%. 48:1 MAX.BACK OF CUId3 48 D I MA% 1 1 1 BACK OF CURB 20 :1 X 8. CURB /CURB AND LUTIST SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 20:1 48 :I MAX. \` CROSSWALK AT THE OPTION OF THE CONTRACTOR a 15"I SURFACE B„ MIN( MAX. In - ENTRANCE VOLUME GRADE CHANCE r" DESIRASE YAMUM HIGH I MACE THAN 13W VPo OZ 1 3% IMEOLA I OENI VPD 53x 8x LGW LESS MAN 50G VPD S6x Bx REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B UI J OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT 7. CURB HAULS ME TO BE LOCATE BE PROVIDED N THE PLNS ORsAS DRECTEDVER PARALLEL SECTION A -A n J SECTION A -A TYPICAL PLACEMENT B THE AI BOLL SHELF ROUTE WITHM THE RIGHT OF WAY OF A HIGHWAY FACWrY 2'MN. N� MlN y �,. i'MN' _ AT INTERSECTION O , B� 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ARE PROPOSED TO BE STATE MAINTAINED: CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EASTINC,PROPOSED, f' PERMISSIBLE a f WITHIN CROSSWALK V OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALNS CONSTRUCTION PERMISSIBLE CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE AS SHOWN ON PLANS OR PS DIRECTED BY THE FNGNEER AND SHOELD NOT JOINT A RSTSIBLE N (O1 BE LOCATED BEHIND VEHICE STOP LINES EXISTING ROA POLE COATI JOINT O \ V I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. HYORANTS DROP NLETS E C. AND SLIP RESISTANT TES PATH IDEA TING CONTINUOUS NOTED. UNDBETRUCTEL STABLE, ; FIRM PND SLIP RESISTANT PATH CONNECTING EN ALL T 12H NAx _ ACCESSIBLE ELEMENTS OF A FAclurr THAT CAN BE APPROACHED, ENTERED J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN LAD USED BY PEDESTRIANS. SECTION R-B "' on uA ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE o:T d secrloN R-e COVERED. I. RAMPS MAY BE PLACED On RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2'MW AT '.L', 2" HIGHER THAN BEING L.,QVERED, THAT THE SLOPE AT THE ]ONNECTIIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMMT BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER ... PERPENDICULAROPENING ME cMRB WITHIN DF THE cuRB OPENING 1S AT *T; ,SAME .s raP OF CURB NOTE' FOR GENERA NOTES ON THE DETECTABLE PARKING SURFACE. ALTERATIONS w CONSTRUCTION. NI. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE R. TYPICAL CONCRETE s1DEWaN IS 4" SEE SHEET 10F a. NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE J TRAFFIC, REFER TO STANDARD CG-13TCOMMERCIAL ENTRANCEA(I£AV�IICAINOT PARALLEL (SLY PERPENDICULAR A 4'S000AE LNJOING SEE SHEET tOF A. F 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND PLACEMENT OF ROADBED BASE MATERIALS. AGCONMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY MUCK MULCHED. Iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED RucK PARTcr FOR CONCRETE DEPTH. Y REAL OUTSIDE OF rRAVELWAY SHALL Y / 10. WHEN CURB RAMPS PRE USED IN CONJUNCTION WITH A SHAFTED USE PATH. BE PROVIDED WITHIN 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE TESTS SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. THE MIAMI WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1„ - 24„ �a THE MARKED =a C-C TRUNCATED DOME 3 CROSSWALK AREA N REASONABLY OBTAINABLE, LESSER SLOPES OF 3.- 1 OR BETTER ARE TO BE v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE o ° o d a CR ACHIEVED. APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, ° o 0 0 0 0 0 0 0 0 o w 6. PAVED, RIP -RAP OR STABILlZA770N MAT LINED DITCH MAY BE REQUIRED FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE + O O G O 0 o O o O O O O O O O o OOOOOOOOOOOOOOOSY CROSSWALK GE CROSSWALK WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS (� I AS SOON AS POSSIBLE. D2' °°°°°°°°°°°°°°°_ DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. SOX - 65] OF BASE DIAMETER o ° ° 0 0 0 0 0 0 0 0 0 0 0 0 3 TYPICAL PLACEMENT osswAL TYPICAL PLACEMENT vi. CONSTRUCTION OF PAVEMENT INCLUDING DEPTH AND DENSITY UPON COMPLETION AS - TOP DIAMETER o 0 O 0 0 o D 0 0 O O O O o O DIACONAL VARIATION AT INTERSECTION 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL AT INTERSECTION WITHIN CROSSWALK VARIABLE FOR UNIFORM 7RAFFIC CONTROL DEVICES. °" WITHIN cRosswALK PART OF THE FINALINSPECTION. BASEDAMETER L PAYILIMITS WITH BUFFER STRIP) 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TRUNCATED DOME DETECTABLE WARNING THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WOER SI°ElV/1K' UPPING DETAIL DETAIL (48 CONSTRUCTION, WIDE) D )RREWIRED ATFTOP OF CURB EVER.MIMMUM CURB NAME LENGTH B FEET FOR NEW CONCRETE PIPE -CLASS Ill. TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. SHEET 1 OF , 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE CG-12 DETECTABLE WARNING SURFACE H��t=10X HEMAEN CC-12 DETECTABLE WARNING SURFACE WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS REV. PIGS GENERAL NOTES 105 105 TYPE A (PERPENDICULAR) APPLICATION 1926). NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 1 203.05 VIRGINIA DEPARTMENT OF TRMSPORTATIDN 502 502 VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE B PARALLEL APPLICATION ROADWAY GRACE N PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB W CURB 0 4 5 1 5 T 2 5 a 3 6 9 4 B 12 5 10 15 6 14 15 PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. NOTE: THE REWIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET,REGARDLESS OF THE SLOPE. 2 OF 51117 ICE CO-12 DETECTABLE WARNING SURFACE W 7/05 so? TYPE B (PARALLEL) APPLICATION 203.05A VIRGINIA DEPARTMENT OF TRANSPORTATION V.]/OE 203.06 JOB NO. 112066 SCALE AS SHOWN SHEET NO. 6 i ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) 3.. 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 (3.-800-5S2-7002). 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. 3.o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. is. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2034 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAII SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERG( THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 33. THE SEWER LATERAL BEYOND THE CONNECTION ATA MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. i5. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -10" 10'�- 1 5' III ._. 1 1 5' 1 r Id WATER SEWER 3 z d Of i LOCATION OF DTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM • SEE PART 3, PARAGRAPH D1 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 NITS FIG. W-1 Tn-1 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES MIN O10'(270-) k6' R�flB`­T2 CU. FT. ALVE 00X #58 STONE, , 2500 P.S.I. CONCRETE •y.. , I BASE ANDTHRUST 7 i, •�•,• \\\V)((I BLOCK AGAIN BLOC UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL. IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 O (a) I• (RSmm) Du InLFs ON 3e 3 r (IETamm) Du MOLT cI 27 1/2- D(A [699mm] 26 1/4• DW ::I [ 1 1/2• [38mm] 7- [6Wmm] [176mT] _ 24' DIA ern r [606mm] ze 7/16' DIA 5/8• [722mm] L15mm] O O 36- DIA [914mm] a 26' [660 1 1/2' 13/16' [38mm] FRAME SECTION [20 [20mm] 2• (51mm) LEr1ER6 (RECESSID FLUSH) 1' [25mm] I QRr [79rnm] 13mm] SPN 3 13/111 0 22 13/18 2 [97mm] [579mm] 54m [m 6 25'835mm] 1 3/8' [ 45 0 17/18' [35mm] [17mm] g/1 g" O.D. OF GKT GROOVE [14mm] SECTION VIEW 1 4' 6mm DIA CAM BOLT SEE ASSEMBLY NEOPRENE GASKET DUAL 1 X x 1 I/2 S R (2) GEMS 1800' 1 5/B' RUBBER1/16 RUBER PART/ 8-IIX 45 810 (2) BUT 5/6-I1X3 1/2 56 W POK&WS [Smm]2400" [41 mm 0HEX00 PART# 00981250 _ 1/2 1 1/5' (29mm) DW BOSS [6mm 113mm .63 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 ID LED 00 SS PANT# 00981315 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES 2) NUT H% 5/8-11 ZN NYIX PART/ CORB1284 1. ALL MANHOLES WITHIN 100 YEAR FLCODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# ONS12M 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SMIUAR ASSEMBLY. (2) 1935R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIGS-I-E TD-3O ,6 m i kk �o X - \/` �����\�\�\� III •'I• •E. ,/�/ey\�� SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L I H I T L I H T 90 2.50 2'50 3.01 0.24 4" & 6- 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 B" 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.15 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12• 45 3.33 3.58 2.95 0.43 3.8J 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. C THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3 TD-3 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 III /-ADJUSTABLE VALVE BOX W/ LID IUI T T � M.J. GATE VALVE WATER LINE la 1 I I 2500 P.S.I. CONCRETE '. 8 4 2'x 2' BEARING AREA. THRUST BLOCK 4 4. A a 4 4 � e NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NITS FIG. W-5 TD-9 J [606m ] (4) 1' (25mm) DIA HOLES ON 32 3 4' (834mm) DIA BOLT CI LE. 2" (51mm) LETTERS O (RECESSED FLUSH) [25mm] r ARy CLOS PICKHOLES SPNI 1 1/2' D i [38mm] _ 2 _T IO Q SEW `` 1 E 1 (2) CORED T PICKBARS 1 1/8" (29mm) CIA BOSS D K 27 1/2- Du [6991 1 1/2- [78mm] 26 1/4" DIA JI 7' [178mm] r.� 9� [667mm] 28" DIA1 660mm [ ] 1/4" 6mm DIA 1/2• 38mm [ ] 77 8' / 24' DIA NEOPRENE GASKLT [711 ALL O m C 28 7/16DIA 5/8' I••E.E [722mm] [18mm] �• DIA_ I 1 1 [584mm] �•E 36" DIA 25' DIA �k [914mm] [835mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 8za' IN 8• INITIAL BACKFILL Bea IN B 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 4' 1 INITIAL BACKFILL a MI UNSTABLE 8• 8" 8' e• SAIL MIN MIN - MIN MIN. _ #68 STONE GRANULAR FILL AS -= �APPROVED BY ACSA S AB E SOIL R ROCII Z STABLE SOIL OR ROC\ NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 I• COMPRESSION x 3/C MALE PIPE CWPUNG O RPPROVED EWAL S TYPE K' SC£T COP!'ERf'ORUSE ON ATTAOIED SNGLE FAMLY RESDENTAL S6MCES OV DUAL RESICENDALIND IRRIGATION SERMCES. NOT::NO SWEATED nrnNGS2,DUAL SERVICE ,L 1- COMPRESSION X 3/4' MALE PIPE COUPUNG OR APPROVED EQUAL • TYPE 'K• SOFT cOFPM 0 FOR USE ON DETACHED OESINGLEA FAMILY METER 15AL T PROM YMERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE 1) SADDLES SMALL BE USED ON PVC PIPE r CAST IRON uD ` FINISHED GRADE 1C-15" LIXM111N0 META BALL BOX 8AUME k 35' MIX. OUTLET)COPPERSETRR 1/8 BEND O7UPUi v S• META CORPORATION STOP BRICK As NECEsziARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-1 O FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX RUBBER COATED STEEL STEPS CAST IN PLACE d N-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 1 0 4'- 0 0 5: FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CNEL TO BE FILLETS HAN 3/4 DIAMETER OF CONTRIBUTNG_- SEWER. A FILLETED INVERT OR A SMOOTH 4"•d 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. 5-1-A TD-25 311 NOTE: RESTRAINED JOINT FITTINGS Side View 42" Minimum Certification of 95% compaction required 4 Galvanized Steel Beam, W12 x 14 (min, size) S min. penetration into undisturbed soil , or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 Ec ....... COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVCE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4- PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED 2 x 4 FINISHED GROUND MARKER PLUG END OF - MAIN LINET I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. 5-2 TD-31 FINISHED GRADE =1T1=[ FI=D T=1T I T=1TI=7 [T=T1 r=IrI=T rr= TRENCH REDUCER .� -2500 P.S.I. CONCRETE THRUST BLOCK --------------- UNDISTURBED SOIL E $ 18" MN PROFILE VIEW UNDISTURBED SOIL -EDGE" OF TRENCH 24" MN. ------------ - -----T •4 REDUCER /8" MN. .. Ar 2500 P.S.I. CONCRETE THRUST BLOCKS e}< < 8" MN --� }------------ UNDISTURBED SOIL - EDGE 4 OF TRENCH N. 424" M 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. • S MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 INISHED GRADE AIR RELEASE VALVE '^ BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE -_ IF POSSIBLE i. � BRICK SUPPORTS SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE COPPER" SOFT 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 50 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* B"MIN (6" LIFTS) EMBEDMENT • THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE : 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-32 SCOTT/R. CI i INS'ZI Lic. No. 035791 a 4/20/21 F- F ZO LU < 0 'A V, U L U _ Z U LL 0 p 2:Un =) Ur) J < c U i [ CL < O 0CL IM4 Zin .. . C •1 LU LU / E W L O O y N 04 N O O N 15 N N O 04 7 z ti Q L9 7- (Vi J 2: CT) N ® M 0 01 a N O N N m > L IJ w J_ U) ` > LLI = J r -E O � J Q J 0 _ U) U = w Y LIJ O O z I- O in w, L O JLIJ m � z J Q w C� J C O N U H C JOB NO. 112066 SCALE N/A SHEET NO. 7 ------------- H N PROPOSED 6" 1 PROPOSES (2) - 8" G.V. PROPO! ASSE PROF MR 00 0 + 0 0 N o O 0 675 Ul Lu J 0 0 a 06 a Qv H m Oix Z) V1 W Z Z 00 670 ° 0 W 9 H V Lu F l7 z oa Z Ca Ou PVI STA: 9+97.6o 5 `u > PVI ELEV:6 53.7 0 _V. PVI STA: 1+ 7.6o TIE-IN TO EXISTING GRADE LVC: 5.0o PVI ELE K: : 647.40 00 HIGH PT. STA: ig+6o.io 2 .77 Lu HIGH PT EL V: 654.og LVC:1 0.00 FUTURE ROAD GRADE p LOW PT. STA: 22+16.37 w 9 LOW PT ELEV: 648.29 660 o 1 N Z W m r iO W +0 N tD W �D "D IN m 00 + D + 0 > m > w n ui EXISTING GRADE N w m W L% > of > °3°� m m Lu w m w PROPOSED VDOT i \ STD. CD-1 (NP) / PROPOSED GRADE PROPOSED 8" CAPPED G.V. 31 650 PROPOSED VDOT 2, STD. CD-2 PROPOSED FIRE HYDRANT 1.8 PROPOSED VDOT PROPOSED \ ASSEMBLY w/ 8"x6" TEE STD. CD-i STD. �4A 3.5' ( YP.) 645 12A PROPOSED 8"x8" TEE 1.5 � 5 & (3)I 8" G.V. 4 T 6.q' 640 635 0 0 0 Ln ut F- 0 PROPOSED 8" CL. 52 DI WATERLINE) PROPOSED SANITARY SEWER SERVICE LATERAL CROSSING PROPOSED 8"x6" TEE w/J (2) - 8" G.V. & (1) - 6" G.V. 0) O S to p M 00 00 p N Ln o IXI o Ln O1 It o 0 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 L! } N J N c+i ¢ XISTING GRADE 655 w 655 FD Ln LL L6 Z0 a 0a w o W Lu J J 65o m u 65o Z - oa ROPOSED GRADE 1. 52 DI WATERLINE -2 LI-D 645 645 ( P.) PROPOSED VDOT 8"x6" TEE w/ �'S STD.FILL �� & (1) - 6" G.V. (TYP.) PROPOSED 4" 45° BEND TC 1.7' TYPE A BLOW -OFF ASSEMI 640 9 640 ED FIRE HYDRANTYJ gG MBLY w/ 6"x6" TEE 'OSED 6"x4" REDUCER ROPOSED 4" CL. 53 DI WATERLINE 635 635 oo s m a m Ir 'D It w � 10 10+00 10+50 11+00 11+50 12+00 12+50 GIRALDA COURT PROFILE SLY Lu LL 0 P I STA: +22.1 P 1 ELEV24: 651.6 K: 56.25 LVC: 50.00 SIG PT. STA: 2L+1 HlGo PT ELEV: 65: 0 N O^i N S N N PROPOSED 8"x8" CROSS & (4) - 8" G.V. i] PV/I STA: 26+2 K: 36.46 LVC: 75.00 HIGH PT. STA: 26 HIGH PT ELEV: E H m W D + n ui V m > w z LL - 0� Zu W O H L p O V D Fm wu z H wLn � w H u C8o f SCOTTIR. Gi$LLINSZ U Lic. No. 035791 ° 412"21 44 `SSjONAL E�Ol 675 670 F � Z - 665 0 z F PVI LEV: 652 73 kD K:3.27 a a 0 L w V LVC: 1o.00 ; V _ ,U,, LOW PT STA: 27+11.46 w m U LOW P ELEV: 652.76 66o Z o a C O Q J <.. [ W < O 000 0 o W N N u ^ (n ~ z F + + D > W W U NNLj W ; C > > 655 C W c ` 1.069� 2 000/0 PROPOSED VDOT STD. CD-2 C c POSED VDOT XISTING 12" CL. 52 DI WATERLINE CD-1 I 65o � 4, EXISTING 12"x8" TEE, (2) -12" G.V., & (i) - 8" G.V 2A 645 N N PROPOSED FIRE HYDRANT W IN N o N ASSEMBLY w/ 8"x6" T.S.&V. o N ko m 0 REMOVE EXISTING 8" PLUG & TIE-IN o r4 N IN TO EXISTING 8" DI WATERLINE 8" CL. 52 DI WATERLINE O1 M S M 1 M M I� M N V) N n N N O1 N O d N ID 0) O Lo d " n M 00 ,t vi 00 .T vi o6 N O 00 S ,y �D .t ,y lD N lD S ,,, 00 M M M M IXI N a W 1 ID UJ l0 � i.D ILI .t ID "D ID "D .t ID ID'o W ID k 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+50 27+00 ARBOLEDA DRIVE PROFILE VERTICAL GRAPHIC SCALE IN FEET 1 inch = 5 1t. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 2°° ( IN FEET ) 1 inch = 50 It 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 2007 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: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. PVI STA: 10+25.41 PVI ELEV: 653-78 680 K: 2.50 LVC: io.00 Me 635 L9� 1 _ \"MJ z c� Cy)Ila _ J^ - N ® M C) 27+50 � Q •:• LOW PT. STA: 10+2 .41 LOW PT ELEV: 653.83 ?00 _co 675 0 w IA o IXI 675 174 > m > w PVI STA: 11+3 .00 m W PVI ELEV: 655 gi Ln 00 K: 26.27 Q XISTINC 670 o LVC: 142.0 `^III m 670 .+ LOW PT. TA: 1 1.00 r OW PT ELEV: 6 4.49 w v o `�° 0� a p a rl o Z m � 665 W 0 r N H F V l0 665 cn > m > W m F m PROPOSED GRADE - W J Ln e4SOT / 660 0 Fx O w LU XISTING GRADE / 1 EXISTING Lu m 11Lu SEWER C 655 X � 655 z 2•0 2.00 3-5' ( YP.) LREMOVE EXISTIN TIE-IN TO EXISTI PROPOSED VDOT STD. CD-2 ROPOSED 8" CL. 52 DI WATERI 65o 65o 8 3..6' PROPOSED SANITARY 12C SEWER CROSSING 645 645 Ln 0 Li,�� �% �%D 10+00 10+50 11+00 11+50 12+00 12+50 CLAIBOURNE ROAD PROFILE Ll O N O w Cn 1 N N > ~ In W Lu W J Will J U) Q O no Lu = Lu ,^1 Jz . ROAD GRADEur / V Q J 0:� J LLJ f--i U � Q W Y O H 06 ul O Lu Q Lu 3 8" CL. 52 DI WATERLINE Lu 15" STORM O 20551NG U O 5 BLOW -OFF & F G 8" WATERLINE Lu .INE j ¢ w CD J O O V O N U P u W W CL U) JOB NO. 112066 SCALE 1" _ 501 SHEET NO. 8 5 TH OFD OSCOTT R. LINSZ U Lic. No. 035791,E PVI STA: 9+So.00 16 4/20/21 w4 PVI ELEV: 661.89 � °�� 1 Z K: 26.28 ,+y `SSIONAL EEO w LVC: 214.00 " Z HIGH PT. STA: 9+23.81 F 68o HIGH PT ELEV: 6gq.84 68o w z m 00 J U00 O C L Z Z w w 0 U 0 0 V V _ } }} 3 Z Z Z Z o w W > > r � ou ou a O M M N U f Q Q Q o Z w � V f f L O p Q w w Z J 0! m m 0 ai d Q Q 3 Z LU Lu U) o 0 > > > \ w w m / c 0 W LnL O W W Co U 0 C d O O 4 N N N ° F Cl N O N U'lN Q 0 0 O 0 O 00 N N o U 0 E 0 C 3 C J CID m J a- 0 PROPOSED 4" 451 BEND TO N ° ® M Q 3 a° Oa N 0 rn N m ° ° In �� IJ o LLI w J c � J Cn LL 8+oo 8+So 9+00 9+50 10+00 10+so 11+00 11+so 12+00 12+So 13+00 13+50 14+00 14+SO 15+00 15+50 16+oo / Q O -o ° DUNWOOD DRIVE PROFILE Uj Lu ur o z ° JI A o J z = J u.l U = ° 0 <0 Y O a o6 ° F- O c LL � a U) Q 0 F-Q � z Z Lu it w w � W z _ 1r O Z N NOTE: ALL ROADWAY EMBANKMENT MATERIAL O SHALL CONSIST OF SOIL AND BE PLACED IN o VERTICAL GRAPHIC SCALE SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 J Lu o 5 0 2.5 5 0 20 INCHES IN THICKNESS BEFORE COMPACTION OVER z THE ENTIRE ROADBED AREA IN ACCORDANCE WITH ° VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 uj J ( IN FEET ) ((n�� 1 inch = 5 11. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN O V x AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL N SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS s HORIZONTAL GRAPHIC SCALE CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND w o 50 0 25 50 100 BRIDGE SPECIFICATIONS, SECTION 302.03G. F' .`0 w w E NOTES: c = o 1 inoh FEET50 ) ft. 1. ALL FILL TO BE PLACED AT 9S%COMPACTION. JOB NO� z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM 112066 0 SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & y SANITARY SEWER MUST BE PROVIDED. SCALE ° a 1"=5Q' 0 0 SHEET NO. a 9 0 �o w > o in o �o m + � � + l0 l0 C1 � l%1 In 1w.1 O N 675 > w W � � 675 C1 w O� >_ O O Z 6]0 z PVI TA: 11+1z.31 � w 6]O � PVI ELEV: 653.66 w � w O L : z .07 C:80.o0 � m � o o LOW Pl. STA:11+5z.31 Z � PVI STA: 13+00.00 v H. LOW P ELEV:65z.86 PVIELEV: 650.61 PVISTA: 1q+6o.o0 66 5 w � F .+ m m �o 00 K: 1 .48 PVI E EV: 641.00 66 5 .+ vl � PVIS A:1z+1o.51 LV oo : 26.zo F Z w + � + � PVI LEV: 651.7o HIGH PT. STA: 1z+75.0o LV : 105.00 EXISTING ROAD GRADE z � � ° w .�i w � 2�So HIGH PT ELEV: 651.11 LOW PT STA: 15+1z.5o x v> v> LOW P ELEV: 639�95 w o > m > w LOW PT STA: 1z+1o.51 o .. o .. 0 � o � 660 X � O 00 w LOW P ELEV: 651.75 n � llt n � 660 W Z 'i M � V1m V100 > > og% ~ � � + � + V U W V � V 3• PROPOSED VDOT �� w � v m ,>,� m v w w STD. CD-1 So � � v LL>, 655 m w 655 EXISTING A.R.V. �z•00% o PROPOSED � WATERLINE 2,00M _z �O4fi GRADE � � 65Q EXISTING 8" DI PROPOSED VDOT � 65Q STD. CD-2 EXISTING 8"x8"TEE 655 MH-13 STA:3+18.44 M H-14 STA:5+22.61 R I M:653.00-7 IKI\/ IKI. C.- 0-Tn RAU M H-15 STA:6+27.84 RIM:653'83 INV OUT: 649.33 TO MH-14 INV IN: 639.62 TO MH-14 INV OUT: 643.67 TO MH-23 INV IN: 639.62 TO MH-16 INV OUT: 639.42 TO MH-8 650 PROPOSED GRADE \7Z7\ PROPOSED 8" DI ()LL 6 O 5 \ERLINE CROSSING 2.9' PROPOSED WATER PROPOSED 8" DI SERVICE CROSSING 645 WATERLINE CROSSING \y 4C 4 6' 645 8" SDR-26 PVC 101.23 LF 539% m N g L pVC 1.0' � O (TY.P:) 8„ z6 SD R z.oz% LF C� PROPOSEDSTORM 00 N \ 6 gl zpO'17 SEWER CROSSING 64° Ln Ln 0 m m � 640 0 °o 'tDw S 00 0 kD z z 0 XISTING GRADE =a�>>> g,L,��zzz 1.0' 635 6A 635 / p\e o0°ro PROPOSED STORM SEWER CROSSING kN 31� 630 630 625 625 620 620 CMrOl OO O OO In 00 00 O 0 rl 01 Q1 I M 00 .O O Nl0 O .N 01 't M � l0k H O M It M . 00 -It .t 6N IJ1 O 01 W .T It W .Nt y1 10 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 MH-15 - MH-8 PROFILE 665 oD 66o 220 00 N a N N 0 9 O o1 01�D 00o�IoH 655 o,ozzo =a2»> 2LnHEzzz 650 PROPOSEDYARD 645 DRAIN CROSSING 8" SDR-26 PVC Fi i. n 125.59 LF Qa 0.500,10 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 11. HORIZONTAL GRAPHIC SCALE 50 °200 ( IN FEET ) 1 inch = 50 It MH-z0 STA:5+02.95 RIM:661.93 INV OUT: 654.67TO MH-ig 00 665 645 ei O N = 0 MH-17 2 O x x 00 0 ' STING GRADE +01.1 STA: 8 3 O O F- 0 0 O RIM:654.00 O 00 It � � C6660 INV IN: 647.20 TO MH-18 000 00 00 1 0 - o °v 03 °t D m INV OUT: 647.0o TO MH-16 + � iD � ko m ry � z z p x� zoo m�ZO ¢ 2 > > > / z: Z Z _� 2Ln D' ZZZ OO N PROPOSED GRADE D_ 655 s o o00 ko � CO y6e�0a° _ ¢ > > z PROPOSED 8" DI $ yV 2 Ln E ? WATERLINECROSSIIG yoa9 I 60 5 6pV` 163'S� L8" SDR-26 PVC 45.22 LF Qa o.66% 8" SDR-26 PVC 35.63 LF pa 2.2594 M -20 - MH-13 PROF LE 635 N 00 n •i O 00 1' O n '� 00 m l0 'i m V1 lD 00 O m OR S N W O 1� 00 00 N �t lD 1� u1 M rl 1 1 l 1 Ol � O � N ^ M ,y Vl l!1 111 N � vt Vl i- In tD y1 lD lD 10 lD lD lD lD � lD ID l0 � l:� lD lD lD 'D l0 ID 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 645 1 ME 635 1 00 N ry °ry n = 0) 2 xx� 220 np i N= EXISTING O 00 pO GRADE 0 Ln O OD � � 't O O 6 N .t 660 0 0 0o OD w ^ W � 0 Nt o It O �n �D ^`° F 66o �o�zz� mI N ��� NODZO /2nCZ 2LAa!ZZZ ` x¢i» / gLnn�zz 655 655 PROPOSED PROPOSED YARD GRADE DRAIN CROSSING 8" SDR-26 PVC r06' 65o 88.68 LF Qa 0.5z°/a 65o L8" SDR-26 PVC 645 50.34 LF Qa 0.55% 645 .t M ,MI M OMl io l0 �D 0 l0 l0 0+00 0+50 1+00 1+50 MH-22 - MH-1g PROFILE INV OUT: 6: N m � 2 xx� 220 F O N 635 O O N N = OI1 011 tD 2 O MH-1 + oo 1O 1D F- O ~ STA:o+56.84 n o iR z_ z_ O H r^ RIM-625.83 x F 2>>> 0 m INV IN: 616.7o TO MH-2 1n Z Z Z ,m,1 N 1O 6.5oTOEX-MH-ParksideViki-lo + °v z Z) m Z O x< >> 0 71 g,n�zz J x Lu 625 0 m 0 0 q ° 'OD, o Oo Z d O P ° lD / � Q 620 w Ln w w .? K468 SDR PVC 66 LF C615SDR-26 PVC 15.89 LF Qa 14.47% I I fie, /yaaNy 610 cb q;� I hry I II .09 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. PROPOSED MH-4 STA:2+77'55 RIM:633'83 INV IN: 626.2o TO MH-5 INV OUT: 626.00 TO MH-3 TYPE tiy816� NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. a lD 20 00 � �- EXISTING GRADE `0 u m O �n00 ?W.ZO DE 2 2 > > / Ln BIZ Z PROPOSED YARD DRAIN CROSSING O Ik51% 06 o5�'F H-6 - X-MH-ParksideVil 1-3.o ROFI E 61 x 0 65o 0 n n0 tD 00 O �D'D W O 2 ¢ m > �"?a Z 645 640 58DR-26 PVC 2o� 635 1z7.11 LF Qa O n W O M Ol ,m n ,^n O ri 00 Vl 0 O rl co .} N t0 00 N lD w N lD I� N �D rl M lD d M 1p r' M m �p lD N 1 S W ID n d It 'O ID O w W O V1 It ID w 00 3 .t 10 w 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 630 625 620 615 610 605 SCOTT/R. Cb-LLINS'Z Lic. No. 035791,E p 4/20/21 11 z { oW= k 0 U f U Z¢ 0 W 0 z 1n J ¢ ¢ i [ W � F Z a 0 Lu lie N N CD CD N CD� CD r4 00 CO CD N N Lu z ti c�i J N ® � CY) Ix wN N w> i--i In J Lu LLJ J u) J > Q LL w = Q/•� O ' LL U) Lu 645 _ _j Lu M MH-10 MH-11 0 = = g STA:6+6i.8o RIM:636.00 RIM:640300 g g O O O ~f i O INV IN: 626.53 TO MH-11 INV IN: 631.2o TO MH-12 640 N O INV OUT: 6z6.33 TO M -I INV OUT: 632.00 TO MH-10 640 N 1~, °N0, 0 m m W 0 00 2 .t rl 2 20 lD O N N N'D N Cq � MLO j PROPOSED GRADE m >p >> 4 MH-12 STA:g+oo.6g0 0° o 0 m z z Z RIM:644.00635 635F 0 n W0 v O :34'33MH-1N° H kD$ i` 00. Wz O �7� Ff LIT P. ry 0 tD 0 i Ln EE 7XISTNG 7/-Z/Z /// C SDR z6PVC x d i > > > 6Q� AN 811 i 9z% 630 i LA z z z GRADE %/�/ 16z'BzLF 630 �ORy�6�'1 91\� (0 8" SDR-26 PVC 175.94 LF Qa 0.93% 625 8" SDR-26 PVC 625 2o1.67 LF Qa o.5z% 8" SDR-26 PVC 186.49 LF @ 1.1o% '2 8 F 20 2.0% 620 81.69 620 MI-12 - MH-2 PR FILE 615 63.5 I� N •i �t m N rl 0 1. 01 00 1p N m Q. O ko O 00 Q1 m 1 N M lD N M n N 00 .. ^ M y1 w V1 w N S Ln ^ rl rl O) Q7 w 0 V1 w N 00 N m N 00 N n N O M '4 N M n'1 O M .t m M m 0 M ,y O M ,,:1 O m O M � H m �t m I� D M 0 00 0 M ,.4 00 M ,,:1 01 m N M M M M MD 10 M M M M M M 'tID U = � WLLJ Y O Q O F- z ul Q cn z L1J L1J O O W Q w J CD Cnn : rrJ V O O N u w J I~ -I 0 0 W W a JOB NO. 112066 SCALE 111 _ 501 SHEET NO. 0+00 o+ 0 1+00 1+ 0 2+00 2+ o +00 + o +00 + o +00 + 0 6+oo 6+ o +00 + 0 8+oo 8+ o +00 10 5 5 5 3 3 5 4 4 5 5 5 5 5 7 7 5 5 9 PROPOSED WA as STR:z VDOT STD. DI-36 (L=6') 2 TP=653.o8 STR:4D VDOT STD. DI-3C (L=6') INV IN: 644.o8TO4 TP=652.58 p INV IN: 645-75 TO zB d INV IN: 645.8i TO 4H Ln INV OUT: 643.98 TO EX-96 or° INVIN:647.14TO4F z z O00 N STR:4 VDOT STD. DI (L=6') o o o p INVOUT:645-47TO46 n L S F TP=652.75 F p LXu �iOO� ko 1O D INVIN:644.97TO4B F O n a STR:4F VDOT STD. DI-36 (L=8') m rn Mz O INV OUT: 644.87 TO z Q M skD TP=653.50 w L z> z O Z PROPOSED m 10 F z p INV OUT: 647.32 TO 4D 655 L w w GRADE 1 a 655 ? Ll » 1 >> TER SERVICE CROSSINGS FILL (TYP.) 65o 65o II II EXISTING GRADE PROPOSED 8" DI WATERLINE CROSSING 19 II 645 15" RCP 645 35.19 LF Qa o.5i% LJ 15" RCP 15" RCP 157.81 LF @a 0.50% lCP 44.46 LF Qa 0.52% 18" RCP 15" 640 39.o6 LF Qa o.51% 3z.73 LF @0.52% PROPOSED SANITARY SEWER CROSSING 640 ri O N M LD N N m Ln L. N N M M M Li,N N M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-4F - EX-STR-96 PROFILE EXISTING GRADE ROPOSED GRADE STR:z VDOT STD. DI-313 (L=6') TP=653.o8 INV IN: 644.08 TO 4 STR:zB VDOT STD. DI-3C (L=6') INV IN: 645-75 TO zB TP=653.08 INV OUT: 643.98 TO EX-96 INV IN: 647.5o TO YD-i INV OUT: 646.17TO z 655 655 EX WATERLINI 650 65o ISTING 8" DI CROSSING 1.4' 645 645 15" RCP 32.62 LF Qa 1.29% 640 640 O S Ln ko N n'1 Ln o+00 o+So STR-zB - STR-Z PROFILE EXISTING GRA STR:6B VDOT STD. DI-36 (L=6') TP=649.o8 INV IN: 642.00 TO 6D INV IN: 636.75 TO 8 INV OUT: 633.67 TO 6 65o 645 OPOSED GRADE 655 STR:6D VDOT STD. DI-313 (L=1o') TP=649.o8 INV OUT: 642.33 TO 6B 650 OSED 8" DI :RLI E CROSSING 645 640 640 15" RCP 32.78 LF Qa l.ol% 635 635 630 00 N N 0) Ln a O+00 o+5o 630 STR-61D - STR-613 PROFILE EXISTING GRA[ STR:4D VDOT STD. DI-3C (L=6') TP=65z.58 INV IN: 645.81TO4H INV IN: 647.14 TO 4F INV OUT: 645-47 TO 4B 65o 645 640 ROPOSED GRADE STR:4H VDOT STD. DI-313 (L=io') TP=65z.58 INV OUT: 645.98 TO 4D 655 wlILL (TYP.) 65o PROPOSED 8" DI WATERLINE CROSSING 0.8' 645 15" RCP 33-42 LF Qa 0.51% 640 o+00 0+50 STR-4H - STR-qD PROFILE 66o EX STR:8 INV I INV I INV I INV OU PRC WATERLIN More, STING GRADE d VDOT STD. MH n TP=648.00 o N m N: 639.00 TO io i O 6 55 N:641.17TO8B 'o O o N: 637.85 TO 8D F o L^ T: 637.75 TO 6B O ^ It 0 N 'tw 00 D0 65o m 00 't F z z 650 Ln POSED 8" DI E CROSSING ROPOSED GRADE 645 645 L1.3. 640 640 15" RCP 30.00 LF i.lo% 635 635 D) N O M Ln 00 0+00 o+5o STR-813 - STR-8 PROFILE 660 0 PROPOSED WATER SERVICE CROSSINGS Ca2 = N TO m M11 60 0 OF p Q Ln p 00 = m 0 ID ��� M 655 �, OOCi O FFM `N°� in 00 �°+mmO m IX1 Q N o F m M ri 0L00nM.. lD F > O g�M d 000� . M F F U) o 000 M Q O .-I H .+ �lD ZO t`. Q 00 tD LD {/� > �lO O M In >0 O MM.. 00 F d II >> ROPOSED GRADE m tDF F r^i lb m D i0 o Di N r, D F Ln�^ o n WZZO Ln ZZO_ >o6tDwwF\ Q ^ > ~��H wd>>> LpzZZ0 ° pZZp 650 nFZZZ /V))FZZZ - » » IFAFZz zz F d»> F Z z Z -_ F LL' PROPOSED SANITARY SEWER z.6'000 (TYP.) EXISTING GRADE PROPOSED 6" DI SERVICE LATERAL CROSSING 645 WATERLINE CROSSING PROPOSED 6" DI000 WATERLINE CROSSING �7 1.' CP ygi5gF@-,63% 640 PROPOSED SANITARY SEWER CROSSING PROPOSED WATER SERVICE z4'RCP 65.6o LF @ 635 1.0' 24 RCP 0 1.45/0 LF 69.13 II d m 00 d STR:14 VDOT STD. DI-313 (L=6') 0 ma 0 > O TP=655.25 LA 00 o o m H INVINN F to:648.z7T014B INV OUT:648.17TOlz 00 p t o-OOo N olp Ln F O0 6 1! It rl Q �aaiO Nn'ww �d>O> Ln Fzz Z z OLn 7! w / V) F z z Z FILL PROPOSED 8" DI (T\\\/ �WATERLINE CRO ° VSCOTT/R. Cb'LLINS'ZLic. No. 03579166o p 4/20/21 655 65o �5" RCP 34.77 LF Qa o.66% 645 Z zo a `wn k CO W = o L v RCP .32 LF dal 1.45% Q w i 640 O 1••1 p > a Z 0 F w (n ui 635 Ice 30' RCP 630 o, 30' RCP 184-26 LF @ o.S4% 630 l.zo% 95.81LFC!a .t LD 0. Ln H COO. w n N N m W It w n M ^ Q1 m O O O) H It w M Ol O1 n w LA d ri M LD ID ID 00 O) N 01 N 't Ln w 0) O Ln N Ln M lb Ln M 00 Ln . rl 00 Ln O Ln N ~ O 'i N L!1 ^ rl M Ln Ln N . lD O O -.t tD d 't lD 't lD 't tD 't l0 Ln LD It lD lD LD ID LD Ln LD w LD Ln lD w O CD N N ID ID tD tD LD w ID w w w ID ID 0 tD LD D w w w N N O N Q Q o o CD \ \ \ N O N N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 655 65o N Ol o M w �o 645 0 w Ln ° O F F O - Ln rz, ^N n Q Z O >� O 00W ND F , O1O mz0 I­_O r! 640 Ln O N F w II a » w N� o LFi) F Z Z P Jz0 a) o w W z z z LFWwZ 635 1 STR-14B - STR-20 PROFILE m i NO o -o rZ 2 0 N m p eo>0 Q O omw >� DF > 00 Ln ooF w 11 O F L F O oom Q LT / LnFZZ O nw > O N M.. m a ID W F ��zzo4\1 / >z z >z LF„ F PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS LL (TYP.) PROPOSED GRAD EO J m M Ln 0 Q ON STR:zo VDOT STD. DI-313 (L=1o') -N}O F p O - TP=648.00 o O INV IN: 631.43 TO zz 0 o INV IN: 631.43TO6 MIFF INV OUT: 631.33 TO 18 N Lo z z p �Fzzz \ A-7 \ GRADE 0 J m M Q m N N N O 0 o0M M M M O 00 a M Q N 'tN W > C Lo Lo N ItQ NmzzO Ln Lz z z 655 ;D 65o J J m L M N w Q co 0 p N O 00 M 645 F MN F O M N W O M O > CR M ; F O w wF O N BOZO w0 H a» F a> Ln FZZ Ln FZ - 640 -PROPOSED WATER SERIVICE CROSSING 635 630 18" RCP 6 LFRCo.53% 64.03 LF @ o.62% 30" RCP �1oz.90 LF Qa o.54% 75.7 630 77o. z°/ 0 30RCP 205.18 LF @5 18" RCP o" RCP 3 0 103.99 LF Q055 @0.71/o 3418 LF @ 0.70% g LF 105- 4 430- RCP 625 LJ 51.84 LF @1.z9% 625 m w rl O LA O tD M Ln It ri M O D) H Ol co n S M 00 d 00 LO O w M N m 00 O M Ln O �t m 't L!) 00 O ri S N Ln 6 O Ln ei ^ O Ln ri Ol ci l0 LD Li, M n LO O M ^ H T m ,y 00 O n M ci w M W M M w t tD d l0 It LD d to d 't LD d It 1p f It l0 d .t 1p 3 It lD d <0 M l0 d l0 M LO LD w w w LD ID � w LD tD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 VERTICAL GRAPHIC SCALE 5 o 2.5 5 Lo zo ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. STR-28 - EX-STR-gz PROFILE 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-lAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF lz' 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. L9 z ti Q c�i J N Q N O Cn 1 N N m > LL] LU In J ( f') w > Q J LL O 0 F 1 � < J LJJ Q J 3: 2 1.1.E Y O Lu O O LinU) � In Q zLLJ w � Y � � O O J w �c CID J Q w CD -_J O CDO N U w J ti F w w w a Ln JOB NO. 112066 SCALE 1LL _ 501 SHEET NO. 11 DRAINAGE DESCRIPTIONS .-INLET INFORMATION - • ®��® '®®® ®®'' EXISTING GR/ 655 STR:10 VDOT STD. D TP=649.: INV IN: 641.75 TO: INV IN: 641.75 TO lc INV OUT: 639.75 TO PROPOSED 8" DI WATERLINE CROSSING 645 ° EXISTING GRADE J 00 m J 2 p m s0 m 655 2. H, TO 00 O � H o � C) 00 EXISTING GRADE 0 co ��o O OF p m WO _L/I_ N 655 ° o� Cq M m o o Ln - STR:8D VDOT STD. DI-3B (L=8') F m p F ~O a mom m N H TP=646.83 m� oo z z z p j omo momiO O m� INVIN:639.4zTO8H > o0 6 0 d II w i0 kD 6 o 5 »» o wO INV IN: 638.35TO8F °�D 5 Ln Z Z Z Z 00�sZZ0 ��� 6 O INV OUT:638.z5T08 m CR 11 ---- � - 5 Liz - PROPOSED GRADE 645 645 645 PRO111 POSED GRADE III - PROPOSED PROPOSED 4" DI ROPOSED GRADE PROPOSED WATER 45 WATERLINE CROSSING I SERVICE CROSSING 4 1.7' 640 640 640 640 h 1640 15" RCP 32.79 LF Qa 1.52% 635 635 N N d' Ln It w 0+00 1 0+50 STR-ioB - STR-Zo PROFILE YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH' (ft.) SLOPE (%) INVERT IN INVERT OUT MATERI AL INLETTYPE RIM ELEVATION YD-1A 18" YARD DRAIN 652.00 12 76.86 0.65% 648.50 648.00 HDPE YD-1 12" CLEANOUT 653.83 12 94.62 0.53% 648.00 647.50 HDPE YD-213 18" YARD DRAIN 651.00 12 99.76 1.00% 647.50 1 646.50 HDPE YD-2A 24" YARD DRAIN 650.00 12 69.95 1.43% 646.50 645.50 HDPE YD-2 12" CLEANOUT 649.17 12 21.94 4.56% 645.50 644.50 HDPE YD-2C 18" YARD DRAIN 651.00 12 97.24 1.03% 647.50 646.50 HDPE YD-3A 18" YARD DRAIN 661.50 12 136.82 5.12% 658.00 651.00 HDPE YD-3 18" YARD DRAIN 654.00 12 29.30 1.13% 651.00 650.67 HDPE YD-4C 18" YARD DRAIN 642.00 12 83.82 0.69% 638.83 638.25 HDPE YD-4B 18" YARD DRAIN 642.00 12 65.17 0.64% 638.25 637.83 HDPE YD-4A 18" YARD DRAIN 642.00 12 71.25 0.70% 637.83 637.33 HDPE YD-4 18" YARD DRAIN 642.00 12 22.99 1.44% 637.33 637.00 HDPE YD-5A 18" YARD DRAIN 646.00 12 112.15 j 0.60% j 642.50 j 641.83 j HDPE YD-5 I I I 1 1 12" CLEANOUT 647.00 12 15.94 1 2.07% 1 641.83 1641.50 1 HDPE \_15" RCP 32.67 LF @ i.m% 635 635 0+00 0+50 STR-8H - STR-81D PROFILE EXISTING GRAI STR:24 VDOT STD. DI-313 (L=io') TP=641.9z INV IN: 634.83 TO 24B INV IN: 632.43 TO 26 INV OUT: 632.33 TO 22 FILL (TYP.) 640 PROPOSED 6" DI WATERLINE CROSSING 635 v � m o o 00 0 0 o [n o H 7 0 N 1p > a� w �D 05 O Lj F Z SCOTT/R. Cb•LLINS'Z 655 ULic. No. 035791,E 0p 4/20/21 114 65o 645 ED WATER CROSSINGS 640 15" RCP 15" RCP 117.87 LF @o.55% 635 70.87 LF @ 0.56% 635 Ol NO 1 lm+1 M N O N l0 l0 1p 'D l0 tD to 10 0+00 0+50 1+00 1+So 2+00 STR-8F - STR-8 PROFILE PROPOSED GRADE EXISTING GRADE n J_ D 00 II 00 m M J J m N m rp m Q o MO LL N O O OF ul)Ln 66o OOp 0 NO p m� 66o H N H cOi. N F-0.1�_ 6 Q p m p O Oj au N STR:12F VDOT STD. DI-3B (L=4) > oo„ O mj 645 > �^�ko nor o sk 'D O TP=654.67 -N "�Zzp mN a1O� L~jLFZZ INV OUT: 647.67TO1zD kD U »> H Zp d> L, z 655 LLn F z z z L II >>. Z Z 655 bj� FILL (TYP.) 640 PROPOSED 8" DI PROPOSED 8" DI WATERLINE CROSSING WATERLINE CROSSING ROPOSED GRADE 6 O 5 650 z' 1.4' 635 17 i LL15" RCP 33-79 LF t7a 1.24% 630 630 o+00 STR-24B - STR-24 PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-lAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 645 15" RCP 62.86 LF Qa 1.03% 640 0+00 o+5o 15" RCP 645 32.4o LF @ o.99% 15" RCP 35.67 LF Qa 1.12% 640 1+00 1 1+50 STR-12F - STR-ZZ PROFILE VERTICAL GRAPHIC SCALE ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 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 21B1 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. ( IN FEET ) I inch = 50 ft. 200 z { ZO k w = 0 U f Q [ Z w p p D U) J ¢ v Q i w Lu 0 in F- Z 0-< 0 k F�1 > LZ' [ l W L lie N N N \O \O Q \ 00CDN CD \ \ N N Lu z ti M cyi J rn 0- N Ix0 N O w Cn 1 N N m w j 1~-1 L u LJ-J (n J U) w = J LL O L9 -j ~ 1 � J Lu Q J � � � U = `U- .1.E Y 0 LLJ 0 O ulU) Lr) I--- Q z w L1J10� Y � � O O J w °MD W J Q w CD -_-I O O O N u w J ti 0 W O w a Ln JOB NO. 112066 SCALE 1[[ _ 501 SHEET NO. 12 \ I I \ \ \ 4/17 vv \v \ A \ \ \ \ 1 \ \ V A \ �\ 1i A ♦\��� \ \ v 1 / / / \/ / // 1 / / // / `r rr I \v a \ \ <A\ \ v \�\ A�v v/ \\ \ \-� \\\\ \\\v A (fCOTTZR. No. S� TURE DRAINAGE DIVIDE FUvxZ 0357 r rV \ \ \ \ r GLENSR60K AT \ _ r _ -r % _ ✓ r \ r� \ \ \\ y.\ Z FOOTHILLS -PHASE ��. i * �.. w � ro - . � � v \ -'" ror° O .. _ ✓ � V vyj� v ' ' i / />� \y A A \ \�\ w A \ V - i I r' y v. r i y/ / r. v'. - v y I V \� \\ S YV < - �♦ // /, ,V v � wrr ; /�� '_V' / / -.v .,i / ,r �..�' - v�,.� v' / r / }� w A V\ iS �' � \ \ \ \\ `° z z o Z Z � _614. / I I �-, /\ / A V/ r , rr V r �. I I f' F'' y r r yeti_ v y v r r y %� , \ r0 O O \ \ \ \ \ \ \ \ \ \ I \ \ / \ Y I t ' j ♦ ` ' `>� 04• A / / - = _ _- I ' / �...r \ ` \ �i \ \ -✓ / Q a' a' a� \ \ \ V A "`.,,'....A v I I ♦ / A ,''y ' I I/ _ -6fi2= _ r r v v vv r / -r,y' r'w v �, /1 0 uI Lu Q w w �♦ �i Imov 1 / /�I I / ___-- - Bo �, A v t_ A A - '�\\ ( \ / / Z d' J J O I \ \ V V \ �\\ \ \\ 1\ \\ 1 I \ I I 1 1�A\ \ I 1 I I 1 / / \ V \ A V \\A \ \VA\ \ AIV V 1) \ II i` \ \ I II / I / I / / ♦ f►. ���q. // / / / I �1II � - 11! -.-.__ � /•/�//� �v 'v l/ �. � wGLENBR00 AT Odw5 O I FOOTHILLS -PHASE 7 LU LU < aa dw5 o3oc° Y - -- U W > > f 'i \ \ \\ \I 1\ ! I.;✓ -,c -....� _. -"`--- /, • rr \ \ \ \\\ YDB ., 6 ' 1 /.....' -/. _VIA r s� v , r �vvvv.' ,> \ o H r v < -� PROPOSED DRAINAGE DIVIDE (TYP)- ,(,�.�\0 so �/- �rri♦ i ,/', `T! GLENBROOK _ \ - b / r / •I r / / \ / � I I I I I 1 \1 \ \ \ \ \ \�\ \ in ,: 14 .. L "..N 12F ./ .. . �\\ � / ♦`►` ;!/... _\..FOOTHILLS -PHASE r IIA - _... -__. ! _l__ GLENBROO)(AT' � - - - - - -.I / - \ . ,� �\ '.'.FOOTHILLS -PHASE ) , T�� it �I I m r r'�� ��♦ I > //�r.. � 1 � I \ \ \ \ \ \ I 1\ \ �'�� �,',+,',•,'','•', � f c j/! �� �B J L- __` r'�" � Ooy\`� '��WIT / / I \ \ \ \ \ I I /I \ ,• , � �� \ L,- ! ___ /r' Rom° � -- -���-- // �. 0 '// w 1 t% i as J I 1 \ \ ,', ,, , ,\', • , • , <.. = ,#• INAG DR, SED - I -- a ° �> - I / I I I I , , , , , ,• ,',',•\� '\ ' sa, ioB�S �_ 5/% PO E SY s "`` l \ \ , ,•' ,' , '+', ',', .', ', ', .',' '`,,/ �' I/�. j �� /i. WIN \ l 1 I I > , 660 \ STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT2) PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) YD-IA 18" Nyloplast Yard Inlet 0.59 30.25 0.39 0.45 4.00 0.702 0.59 WEIRFLOW YD-lA 18"NylophstYardlrilet 0.59 30.25 0.39 0.45 6.50 1.141 1.55 WEIR FLOW YD-IA 18"NylophstYard Inlet -50%clogged 0.30 15.13 1 0.39 0.45 4.00 0.702 1 2.35 WEIRFLOW YD-IA 18"Nybphst Yard Inlet -50%clogged 0.30 15.13 0.39 0.45 6.50 1.141 6.21 ORIFICE FLOW YD-2A 24" Nyloplast Yard Inlet 1.15 63.95 0.45 0.50 4.00 0.900 0.34 WEIRFLOW YD-2A 24"Nyloplast Yard Inlet 1.15 63.95 0.45 0.50 6.50 1.463 0.67 WEIRFLOW YD-2A 24"NybplastYard Inlet -50%clogged 0.58 31.98 0.45 0.50 4.00 0.900 1.02 WEIRFLOW YD-2A 24"Nybphst Yard Inlet - 50% clogged 0.58 31.98 0.45 0.50 6.50 1.463 2.69 WEIR FLOW YD2B 18"Nybphst Yard hilet 0.59 30.25 0.26 0.50 4.00 0.520 0.38 WEIRFLOW YD-2B 18"Nybphst Yazd ilet 0.59 30.25 0.26 0.50 6.50 0.845 0.85 WEIRFLOW YD-2B 18"Nybphst Yard lnlet-50%clogged 0.30 15.13 0.26 0.50 4.00 0.520 1.29 WEIRFLOW YD-213 18"NybplastYard Inlet -50%clogged 0.30 15.13 0.26 0.50 6.50 0.845 3.41 WEIRFLOW YD-2C 18"NyloplastYard lnlet 0.59 30.25 0.17 0.50 4.00 0.340 0.29 WEIRFLOW YID-2C 18"NylophstYard Wet 0.59 30.25 0.17 0.50 6.50 0.553 0.40 WEIRFLOW YD-2C 18"Nybphst Yazd Inlet - 50% clogged 0.30 15.13 0.17 0.50 4.00 0.340 0.55 WEIRFLOW YD-2C 18"Nybphst Yard Inlet - 50% clogged 0.30 15.13 - 0.50 6.50 0.553 1.46 WEIRFLOW YD3 18"NylophstYard Inlet 0.59 30.25 0.31 0.40 4.00 0.496 0.37 WEIRFLOW YD-3 18"NyloplastYazdInlet 0.59 30.25 0.31 UAU 6.50 0.806 U.// WEIRFLOW YD-3 18"NybplastYard Inlet -50%clogged 0.30 15.13 0.31 0.40 4.00 0.496 1.17 WEIRFLOW YD-3 u 0 18 N b hstYazdlnlet-50/oclogged Y P 0.30 15.13 0.31 0.40 6.50 0.806 3.10 WEIRFLOW YD-3A 18"NylophstYard lnlet 0.59 30.25 0.15 0.50 4.00 0.300 0.27 WEIRFLOW YD-3A 18"Nyloplast Yazd Inlet 0.59 30.25 0.15 0.50 6.50 0.488 0.37 WEIRFLOW YD-3A 18"NylophstYard hilet-50%clogged 0.30 15.13 0.15 0.50 4.00 0.300 0.43 WEIRFLOW YD-3A 18"NybplastYard Inlet -50%clogged 0.30 15.13 0.15 0.50 6.50 0.488 1.13 WEIRFLOW YD-4 18"Nybplast Yazd Inlet 0.59 30.25 0.07 0.40 4.00 0.112 0,14 WEIRFLOW YD-4 18"NylophstYard Wet 0.59 30.25 0.07 0.40 6.50 0.182 0.19 WEIRFLOW YD-4 18"Nybphst Yazd Inlet - 50% clogged 0.30 15.13 0.07 0.40 4.00 0.112 0.22 WEIR FLOW YD-4 0 18" N b hst Yazd Irilet - 50 /o clogged Y P 0.30 15.13 0.07 0.40 6.50 0.182 0.30 WEIR FLO W YD-4A 18"NylophstYard Wet 0.59 30.25 0.17 0.50 4.00 0.340 0.29 WEIRFLOW YD-4A 18"NybphstYard Inlet 0.59 30.25 0.17 0.50 6.50 0.553 0.40 WEIRFLOW YD-4A 18"NybphstYard Inlet -50%clogged 0.30 15.13 0.17 0.50 4.00 0.340 0.55 WEIRFLOW YD-4A 18"NybphstYard lnlet-50%clogged 0.30 15.13 0.17 0.50 6.50 0.553 1.46 WEIR FLOW YD-4B 18"NybphstYard hilet 0.59 30.25 0.17 0.50 4.00 0.340 0.29 WEIRFLOW YD-4B 18"Nybphst Yazd Inlet 0.59 1 30.25 0.17 0.50 1 6.50 0.553 0.40 WEIRFLOW YD-4B 18"NylophstYard hilet-50%clogged 0.30 15.13 0.17 0.50 4.00 0.340 0.55 WEIRFLOW YD-4B 18"NybplastYard Inlet -50%clogged 0.30 15.13 0.17 0.50 6.50 0.553 1.46 WEIRFLOW YD-4C 18"Nybplast Yazd Inlet 0.59 30.25 0.12 0.50 4.00 0.240 0.23 WEIR FLOW YID-4C 18"NybphstYard Inlet 0.59 30.25 0.12 0.50 6.50 0.390 0.32 WEIRFLOW YD-4C 18"N3bphst Yazd Inlet - 50% cb>ed 0.30 15.13 0.12 0.50 4.00 0.240 0.36 WEIR FLOW YD-4C 18"Nybphst Yazd Inlet - 50% clogged 0.30 1 15.13 0.12 0.50 6.50 0.390 0.73 WEIR FLOW YD-5A 18"Nyloplast Yard Wet 0.59 30.25 0.28 0.50 4.00 0.560 0.40 WEIR FLOW YD-5A 18"Nyloplast Yard Inlet 0.59 30.25 0.28 0.50 6.50 0.910 0.99 WEIRFLOW YD-5A 18"NybphstYard Inlet -50%clogged 0.30 15.13 0.28 0.50 4.00 0.560 1.50 WEIRFLOW YD-5A 18"Nybphst Yard Inlet -50%clogged 0.30 15.13 1 0.28 0.50 6.50 0.910 3.95 1 WEIRFLOW i i - OSED PUB - • / a 1 as / ♦ \ - _ 1 / --r� p RO ED DR INAGE DIVID E ✓ m \ PROPOSED DRAINAGE DIVIDE (TIMIII YP.) -5A , �I - I I - I > z • , , pi o \ ,L., I , - - - - FOOTHILLS ' ' • ' ' \� d I I > _ CROSSING - / _6 \ ' ' • - `--- � PHASE IV , \ PR / \ \ \ s OPOSED� i , i s \ a \ LOT LINE N I r \ S11LCtUre AIYB (Acres) CW t, (Min.) 2 0.09 0.70 5.0 2B 0.17 0.65 5.0 4 0.15 0.70 6.0 4B 0.15 0.70 6.0 4D 0.11 0.70 5.0 4F 0.17 0.70 6.0 4H 0.27 0.70 7.0 613 0.11 0.70 6.0 6D 0.30 0.70 6.0 8B 0.23 0.70 6.0 8D 0.14 0.70 6.0 8F 0.68 0.70 6.0 8H 0.10 0.70 6.0 10 0.19 0.75 6.0 IOB 0.25 0.70 6.0 12 0.23 0.75 6.0 12B 0.15 0.70 6.0 12D 0.48 0.70 7.0 12F 0.06 0.70 6.0 14 1.52 0.70 8.0 14 STR 0.13 0.70 6.0 14B 0.17 0.70 6.0 20 0.16 0.70 6.0 22 0.12 0.70 6.0 24 0.17 0.70 6.0 24B 0.08 0.70 6.0 26 0.21 0.70 6.0 28 0.70 0.70 6.0 YD-1A 0.39 0.45 6.0 YD-2A 0.45 0.50 6.0 YD-2B 0.26 0.50 6.0 YD-2C 0.17 0.50 6.0 YD-3 0.31 0.40 6.0 YD-3A 0.15 0.50 6.0 YD-4 0.07 0.40 5.0 YD-4A 0.17 0.50 6.0 YD-4B 0.17 0.50 6.0 YD-4C 0.12 0.50 6.0 YD-5A 0.28 0.50 6.0 EX-88 0.00 0.90 5.0 EX-90 0.12 0.65 5.0 EX-92 0.10 0.80 5.0 EX-94 0.26 0.80 5.0 EX-94B 0.27 0.61 5.0 EX-96 0.00 0.90 5.0 EX-98 0.20 0.63 5.0 EX-100 0.26 0.62 5.0 0 ° 0 c C ° 0 0 N ° CD CDr4 N N Q \D N 00 N O O N N U IT 0 0 c J T z > M Q U =_ M J 04 ° Q Q° � O a N > o I.I.I N W> _ W W o s \ a° c W 2 QQC a Ila- ' Wur ° Q J Z _ _j �� U 3 ~ m Y O a O o c H o Ul c 0 F_U aZ W w � w W z_ O z z w U) z z 40 , J LLBco° + , +, • + n+ - S \ PROPOSED DRAINAGE SYSTEM '" r / / // \ \ \ p x 00>�' V I I I�II'� EXISTING SWM FACILI A� _ _ `o L i _ 30 /(p �` \ Ip 6' AQUATIC BENCH 0 w O <- I'1`d 8' SAFETY BENCH -O _ y8. \ V v s 11 -. ✓ \ -I 11 � � JOB NO. GRAPHIC SCALE 112066 SCALE o \ ( IN FEET) ',`"' ,• ',%''" ,'%�} II ly ,�� �i -/ I I \ 1 -50 \ 1 in = 50 ft. SHEET NO. ❑ \�-�\___ � �� 'T _ _;�� {'''%'•,-�11 II' � III ,'r,''; '�\�,-�----�/ I I -\i' - 13 Design Storm Year= 10 POINT DOWNSTREAM DRAIN RUNOFF CA INLET RAIN STRUCTURE I AREA I COFER INCR I ACCUM TIME FAIL ELEVATIONS I I I CITY TIME PPER LOWERI FEET FT./FT. INCHES C.F.S. F.P.S. SEC 33.33 632.93 64.03 0.0062 15 5.1 4.3 14.8 32.83 632.43 75.76 0.0053 15 4.7 4.3 17.7 20 0.16 1 0.70 0.11 1 5.04 1 9.47 5.48 1 27.6 18 631.33 630.27 205.18 0.0052 30 29.6 6.8 30.0 18 0.00 0.90 0.00 5.04 9.97 5.38 27.6 16B 630.17 629.60 103.99 0.0055 30 30.4 7.0 14.8 16B 0.00 0.90 0.00 5.29 10.22 5.33 28.2 16 629.50 628.75 105.84 0.0071 30 34.6 7.8 13.5 16 0.00 0.90 0.00 5.29 10.44 5.28 28.2 IX-92 627.67 627.00 51.84 0.0124 30 45.7 9.7 5.3 El EX-100 0.26 0.62 0.16 0.16 5.00 6.67 1.1 IX-94 643.00 1 634.20 170.22 0.0517 24 51.4 11.5 1 14.8 EX-94 0.26 0.80 0.21 1.60 8.54 5.69 9.1 EX-92 634.10 626.00 133.96 0.0605 24 55.6 13.0 10.3 EX-92 0.10 0.80 0.08 1.68 8.72 5.65 9.5 EX-90 625.90 624.10 40.77 0.0442 36 140.2 11.1 3.7 EX-90 0.12 0.65 0.08 1.76 8.78 5.63 9.9 IX-88 624.00 621.10 115.50 0.0251 36 105.7 9.2 12.6 EX-88 0.00 0.90 0.00 1.76 8.99 5.58 9.9 SWM 621.00 619.00 47.43 0.0422 36 137.0 11.2 4.2 EX-94B 0.27 0.61 0.16 0.16 5.00 6.67 1.1 EX-94 635.33 634.20 53.71 0.0210 15 9.4 5.1 10.5 i •. • 1. I I I 8D I I I I I I 1 1 639.75 1 639.42 I 32.67 1 0.0101 1 15 1 6.5 1 3.0 1 11.1 1 12D 647.67 647.35 32.40 0.0099 15 6.4 2.5 13.1 12D 0.48 0.70 0.34 0.38 7.00 6.07 2.3 12B I I I I I I 1 1 647.25 1 646.85 1 35.67 1 0.0112 1 15 1 6.8 1 5.0 1 7.2 24B 1 1 0.08 1 0.70 1 0.06 1 0.06 1 6.00 1 6.35 1 0.4 1 1 1 1 1 1 1 1 1 Ida '�-�1 'ii'� 1 1 il�c)♦�jl r� . 61 �I�Ci.���-------- 0.17 0.50 0.09 0.23 1 6.83 1 6.11 1.4 0.07 0.40 0.03 0.26 7.13 6.03 1.6 0.28 0.50 0.14 0.14 6.00 6.35 0.9 0.00 0.90 0.00 0.14 6.57 6.19 0.9 Design Year: 10 Proiect: Glenbrook 213 Job #: 112066 Prepared bv: ANIL. PE INLET STATION OUTLET WATER SURFACEELEV L. D0 Q. ZW Se Fir JUNCLION LOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV Vo 140 QIN VIN Q,*Vi Vi /2g FL ANGLE He Ht 1.31-1t .51-h 635.83 33.79 15 0.36 0.000 0.00 0.3 0.0 24B 0.00 0 0 0.00 NA N/A 0.00 635.83 641.58 647.10 61.00 15 2.91 0.0021 0.12 2.4 0.0 12B 2.3 1.9 4.284 0.1 0.02 89 0.03578 0.08 NA 0.04 0.16 647.26 654.50 647.85 35.67 15 2.29 0.001 0.04 1.9 0.0 12D 0.3 0.2 0.058 0.0 0.00 21 0.00012 0.01 NA 0.01 0.05 647.90 65415 648.35 32.40 15 0.27 0.000 0.00 0.2 0.0 12F 0.00 0 0 0.00 NA N/A 0.00 64835 654.67 642.75 32.79 15 1.11 0.000 0.01 0.9 0.0 JOB 0.00 0 0 0.00 NA N/A 0.01 642.76 644.25 640.42 32.67 15 0.44 0.000 0.00 0.4 0.0 8H 0.00 0 0 0.00 NA N/A 0.00 640.42 646.83 639.17 70.87 15 4.00 0.004 0.27 3.3 0.0 8D 3.0 2.5 7.442 0.1 0.03 13 0 0.07 NA N/A 0.35 639.52 646.83 639.52 117.87 15 3.02 0.002 0.26 2.5 0.0 8F 0.00 0 0 0.02 NA N/A 0.28 639.80 644.42 642.17 30.00 15 3.70 0.003 0.10 3.0 0.0 8B 2.7 9.3 25.57 1.4 0.47 0 0 0.51 NA N/A 0.61 642.78 648.42 643.00 32.78 15 1.33 0.0001 0.01 1.1 0.0 6D 0.00 0 0 0.00 NA N/A 0.02 643.02 649.08 646.81 33.42 15 1.15 0.000 0.01 0.9 0.0 4H 0.00 0 0 0.00 NA N/A 0.01 646.82 652.58 646.75 32.62 15 1.75 0.001 0.02 1.4 0.0 2B 1.1 3.3 3.719 0.2 0.06 0 0 0.07 NA N/A 0.09 646.84 653.08 644.98 39.06 18 5.45 0.003 0.11 3.1 0.0 2 3.5 2.9 10.16 0.1 0.04 60 0.07071 0.15 NA N/A 0.26 645.24 653.08 645.24 157.81 15 3.53 0.003 0.47 2.9 0.0 4 2.9 2.4 6.971 0.1 0.03 85 0.05822 0.12 NA 0.06 0.53 645.77 652.75 645.97 32.73 15 2.92 0.002 0.07 2.4 0.0 4B 2.3 1.9 4.376 0.1 0.02 34 0.01551 0.06 NA 0.03 0.10 646.07 652.83 646.24 44.46 15 2.32 0.001 0.06 1.9 0.0 4D 1.1 3.1 3.522 0.1 0.05 63 0.0806 0.15 NA N/A 0.20 646.44 652.58 648.14 35.19 15 0.76 0.000 0.00 0.6 0.0 4F 0.00 0 0 0.00 NA N/A 0.01 648.15 653.50 633.87 95.81 30 21.84 0.003 0.27 4.4 0.1 6 21.8 4.4 97.13 0.3 0.11 87 0.2028 0.39 N/A 0.19 0.47 63433 651.58 634.68 184.26 30 21.84 0.003 0.52 4.4 0.1 6B 20.3 6.5 131.5 0.6 0.23 8 0 0.30 NA N/A 0.83 635.51 649.08 638.35 69.13 24 20.32 0.008 0.56 6.5 0.2 8 13.4 4.3 56.91 0.3 0.10 0 0 0.26 N/A N/A 0.82 639.17 648.00 640.60 65.60 24 13.37 0.003 0.23 4.3 0.1 10 1 11.7 6.6 77.35 0.7 0.24 10 0 0.31 NA N/A 0.54 641.14 649.17 642.95 161.56 18 11.69 0.012 2.00 6.6 0.2 12 8.0 4.5 36.49 0.3 0.11 18 0.03207 0.31 NA N/A 2.32 645.27 653.75 647.30 142.32 18 8.03 0.006 0.83 4.5 0.1 14 2.0 1.6 3.174 0.0 0.01 85 0.0265 0.12 NA 0.06 0.89 648.19 655.25 649.27 34.77 15 1.97 0.001 0.03 1.6 0.0 14B 1.2 4.5 5.615 0.3 0.11 0 0 0.12 NA N/A 0.15 649A2 655.42 635.20 53.71 15 1.10 0.000 0.02 0.9 0.0 EX-94B 0.00 0 0 0.00 NA N/A 0.02 635.22 643.14 621.40 47.43 36 9.92 0.000 0.01 1.4 0.0 EX-88 9.9 1.4 13.93 0.0 0.01 83 0.02019 0.04 NA 0.02 0.03 621A3 631.48 623.50 115.50 36 9.92 0.000 0.03 1.4 0.0 EX-90 1 9.5 1.3 12.78 0.0 0.01 41 0.01067 0.03 NA 0.01 0.04 623.54 634.46 626.50 40.77 36 9.51 0.000 0.01 1.3 0.0 EX-92 9.1 2.9 26.47 0.1 0.05 83 0.08634 0.14 NA N/A 0.15 626.65 634.78 627.60 133.96 24 9.12 0.002 0.22 2.9 0.0 EX-94 7.1 2.3 15.91 0.1 0.03 20 0.01258 0.07 NA N/A 0.29 627.89 641.97 635.80 170.22 24 7.07 0.001 0.17 2.3 0.0 EX-96 5.5 4.6 25.21 0.3 0.12 16 0.0332 0.17 NA N/A 0.34 636.14 65134 644.10 95.04 15 1.89 0.001 0.08 1.5 0.0 EX-98 1.1 0.9 0.941 0.0 0.00 87 0.00786 0.02 NA 0.01 0.09 644.19 654.90 648.56 52.36 15 1.07 0.000 0.01 0.9 0.0 EX-100 0.00 0 0 0.00 NA N/A 0.02 648.58 65537 629.00 51.84 30 28.20 0.005 0.25 5.7 0.1 16 28.2 5.7 162 0.5 0.18 47 0.19472 0.50 N/A 0.25 0.50 629.50 636.00 630.75 105.84 30 28.20 0.005 0.50 5.7 0.1 16B 27.6 5.6 155.1 0.5 0.17 0 0 0.30 N/A 0.15 0.65 631.40 644.00 631.60 103.99 30 27.59 0.005 0.47 5.6 0.1 18 27.6 5.6 155.1 0.5 0.17 76 0.29936 0.59 N/A 0.30 0.77 632.37 648.00 632.37 205.18 30 27.59 0.005 0.93 5.6 0.1 20 21.8 9.1 198.2 1.3 0.45 14 0 0.57 NA N/A 1.50 633.87 648.00 633.87 34.18 18 6.31 0.004 0.12 3.6 0.0 22 5.0 2.8 14.32 0.1 0.04 84 0.08307 0.18 NA 0.09 0.21 634.08 64733 634.08 102.90 18 5.03 0.002 0.24 2.8 0.0 4.0 3.3 13.04 0.2 0.06 24 0.02639 0.12 NA N/A 0.35 634.43 641.92 P2824 634.43 75.76 15 4.00 0.004 0.29 3.3 0.0 3.1 2.5 7.886 0.1 0.03 28 0.02195 0.10 NA 0.05 0.34 634.77 639.83 634.77 64.03 15 3.11 0.002 0.15 2.5 0.0 0.00 0 0 Mk N/A 0.17 634.94 639.00 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 C � a m o N C v .4 iv + 4 m 4 n 3 in W O U c N ar 3 o. rn > rn w a s U m Sc $ .� m >o E m 4 N N C i s U 3 N i9 r/I Z' _3 E 10 a m 42 `m m c m c x 3 0 3 0 O 2 G U S 0p, (/% C L () OI N a > ¢ ci U O' O a vi rn 3 ran F w° m rn J ui O O 2 3B 6.0 0.09 0.70 0.063 0.25 0.00 0.25 0.0100 0.0200 2.0 0.0833 4.1650 3.98 0.95 3.5192 0.1466 0.1593 3.21 1.87 1.00 0.25 0.00 4 3B 6.0 0.15 0.70 0.105 0.42 0.00 0.42 0.0100 0.0200 2.0 0.0833 4.1650 4.82 0.90 3.5192 0.1466 0.1520 4.10 1.46 1.00 0.42 0.00 4B 3B 6.0 0.15 0.70 0.105 0.42 0.00 0.42 0.0100 0.0200 2.0 0.0833 4.1650 4.82 0.90 3.5192 0.1466 0.1520 4.10 1.46 1.00 0.42 0.00 4F 3B 8.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0274 0.0200 2.0 0.0833 4.1650 4.18 0.93 3.5192 0.1466 0.1564 5.74 1.39 1.00 0.48 0.00 4H 3B 10.0 0.27 0.70 0.189 0.76 0.00 0.76 0.0200 0.0200 2.0 0.0833 4.1650 5.27 0.87 3.5192 0.1466 0.1476 6.57 1.52 1.00 0.76 0.00 6B 3B 6.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0189 0.0200 2.0 0.0833 4.1650 3.81 0.96 3.5192 0.1466 0.1608 4.21 1.43 1.00 0.31 0.00 6D 3B 10.0 0.30 0.70 0.210 0.84 0.00 0.84 0.0189 0.0200 2.0 0.0833 4.1650 5.54 0.85 3.5192 0.1466 0.1446 6.54 1.46 1.00 0.84 0.00 8D 3B 8.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0833 4.1650 4.12 0.94 3.5192 0.1466 0.1578 4.79 1.67 1.00 0.39 0.00 8H 3B 6.0 0A0 0.70 0.070 0.28 0.00 0.28 0.0200 0.0200 2.0 0.0833 4.1650 3.63 0.97 3.5192 0.1466 0.1622 4.09 1.47 1.00 0.28 0.00 10 3B 8.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0226 0.0200 2.0 0.0833 4.1650 4.64 0.90 3.5192 0.1466 0.1520 5.95 1.34 1.00 0.57 0.00 10B 3B 10.0 0.25 0.70 0.175 0.70 0.00 0.70 0.0226 0.0200 2.0 0.0833 4.1650 5.01 0.88 3.5192 0.1466 0.1490 6.56 1.52 1.00 0.70 0.00 12 3B 8.0 0.23 0.75 0.173 0.69 0.00 0.69 0.0186 0.0200 2.0 0.0833 4.1650 5.17 0.88 3.5192 0.1466 0.1490 6.15 1.30 1.00 0.69 0.00 12B 3B 8.0 0.15 0.70 0.105 0.42 0.00 0.42 0.0200 0.0200 2.0 0.0833 4.1650 4.23 0.93 3.5192 0.1466 0.1564 4.96 1.61 1.00 0.42 0.00 12D 3B 12.0 0.48 0.70 0.336 1.34 0.00 1.34 0.0200 0.0200 2.0 0.0833 4.1650 6.54 0.78 3.5192 0.1466 0.1344 8.85 1.36 1.00 1.34 0.00 12F 3B 4.0 0.06 0.70 0.042 0.17 0.00 0.17 0.0103 0.0200 2.0 0.0833 4.1650 3.40 0.98 3.5192 0.1466 0.1637 2.69 1.49 1.00 0.17 0.00 14 STR 3B 6.0 0.13 0.70 0.091 0.36 0.00 0.36 0.0103 0,0200 2.0 0.0833 4,1650 4.54 0.91 3.5192 0.1466 0.1534 3.87 1.55 1.00 0.36 0.00 14B 3B 6.0 OA7 0.70 0.119 0.48 0.00 0.48 0.0103 0.0200 2.0 0.0833 4.1650 5.02 0.88 3.5192 0.1466 0.1490 4.41 1.36 1.00 0.48 0.00 20 3B 10.0 0.16 0.70 0.112 0.45 0.00 0.45 0.0601 0.0200 2.0 0.0833 4.1650 3.53 0.97 3.5192 0.1466 0.1622 6.93 1.44 1.00 0.45 0.00 22 3B 8.0 0.12 0.70 0.084 0.34 0.00 0.34 0.0601 0.0200 2.0 0.0833 4.1650 3.17 0.99 3.5192 0.1466 0.1652 6.08 1.32 1.00 0.34 0.00 24 3B 10.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0416 0.0200 2.0 0.0833 4.1650 3.86 0.96 3.5192 0.1466 0.1608 6.40 1.56 1.00 0.48 0.00 24B 3B 6.0 0.08 0.70 0.056 0.22 0.00 0.22 0.0416 0.0200 2.0 0.0833 4.1650 2.91 0.99 3.5192 0.1466 0.1652 4.59 1.31 1.00 1 0.22 1 0.001 1 26 3B 8.0 0.21 0.70 0.147 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.80 0.90 3.5192 0.1466 0.1520 5.81 1.38 1.00 1 0.59 1 0.001 1 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 3 � y n a C vo 0 C rn m £ v W 0 o o s m 'V C 01 N fV O d O v rn ,p O N m e C 8 coi o p c o 32 m 3 $ n m mva E m m C 4 N N ul a �` o rn 2 i3 E 9 « a O1 x 3 3 d a a -ccQ ci c1 a a a w 3 a a w o n w a a 2 3B 6.0 0.09 0.70 0.063 0.41 0.00 0.41 0.0100 0.0200 2.0 0.0833 4.1650 4.77 0.90 3.5192 0.1466 0.1520 4.05 1.48 1.00 0.41 0.00 4 3B 6.0 0.15 0.70 0.105 0.68 0.00 0.68 0.0100 0.0200 2.0 0.0833 4.1650 5.78 0.84 3.5192 0.1466 0.1432 5.21 1.15 1.00 0.68 0.00 4B 3B 6.0 0.15 0.70 0.105 0.68 0.00 0.68 0.0100 0.0200 2.0 0.0833 4.1650 5.78 0.84 1 3.5192 0.1466 0.1432 5.21 1.15 1.00 0.68 0.00 4F 3B 8.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0274 0.0200 2.0 0,0833 4.1650 5.01 0.88 3.5192 0.1466 0.1490 7.25 1.10 1.00 0.77 0.00 4H 3B 10.0 0.27 0.70 0.189 1.23 0.00 1.23 0.0200 0.0200 2.0 0.0833 4.1650 6.33 0.80 3.5192 0.1466 0.1373 8.41 1.19 1.00 1.23 0.00 6B 3B 6.0 0.11 0.70 0.077 0.50 0.00 0.50 0.0189 0.0200 2.0 0.0833 4.1650 4.57 0.91 3.5192 0.1466 0.1534 5.31 1.13 1.00 0.50 0.00 6D 3B 10.0 0.30 0.70 0.210 1.37 0.00 1.37 0.0189 0.0200 2.0 0.0833 4.1650 6.65 0.77 3.5192 0.1466 0.1329 8.82 1.13 1.00 1.37 0.00 8D 3B 8.0 0.14 0.70 0.098 0.64 0.00 0.64 0.0200 0.0200 2.0 0.0833 4.1650 4.94 0.88 3.5192 0.1466 0.1490 6.08 1.32 1.00 0.64 0.00 8H 3B 6.0 0.10 0.70 0.070 0.46 0.00 0.46 0.0200 0.0200 2.0 0.0833 4.1650 4.36 0.93 3.5192 0.1466 0.1564 5.13 1.17 1.00 0.46 0.00 10 3B 8.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0226 0.0200 2.0 0.0833 4.1650 5.56 0.85 3.5192 0.1466 0.1446 7.51 1.06 1.00 0.93 0.00 10B 3B 10.0 0.25 0.70 0.175 1.14 0.00 1.14 0.0226 0.0200 2.0 0.0833 4.1650 6.01 0.81 3.5192 0.1466 0.1388 8.40 1.19 1.00 1.14 0.00 12 3B 8.0 0.23 0.75 0.173 1.12 0.00 1.12 0.0186 0.0200 2.0 0.0833 4.1650 6.20 0.80 3.5192 0.1466 0.1373 7.92 1.01 1.00 1.12 0.00 12B 3B 8.0 0.15 0.70 0.105 0.68 0.00 0.68 0.0200 0.0200 2.0 0.0833 4.1650 5.07 0.88 3.5192 0.1466 0.1490 6.26 1.28 1.00 0.68 0.00 12D 3B 12.0 0.48 0.70 0.336 2.18 0.00 2.18 0.0200 0.0200 2.0 0.0833 4.1650 7.85 0.70 3.5192 0.1466 0.1226 11.47 1.05 1.00 2.18 0.00 12F 3B 4.0 0.06 0Y0 0.042 0.27 0.00 0.27 0.0103 0.0200 2.0 0.0833 4.1650 4.08 0.95 3.5192 0.1466 0.1593 3.35 1.19 1.00 0.27 0.00 14 STR 3B 6.0 0.13 0.70 0.091 0.59 0.00 0.59 0.0103 0.0200 2.0 0.0833 4.1650 5.45 0.86 3.5192 0.1466 0.1461 4.89 1.23 1.00 0.59 0.00 14B 3B 6.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0103 0.0200 2.0 0.0833 4.1650 6.02 0.81 3.5192 0.1466 0.1388 5.64 1.06 1.00 0.77 0.00 20 3B 10.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0601 0.0200 2.0 0.0833 4.1650 4.23 0.93 3.5192 0.1466 0.1564 8.69 1.15 1.00 0.73 0.00 22 3B 8.0 0.12 0.70 0.084 0.55 0.00 0.55 0.0601 0.0200 2.0 0.0833 4.1650 3.so 0.96 3.5192 0.1466 0.1608 7.58 1.06 1.00 0.55 0.00 24 3B 10.0 0.17 0.70 0.119 0.77 0.00 0.77 0.0416 0.0200 2.0 0.0833 4.1650 4.64 0.90 3.5192 0.1466 0.1520 8.12 1.23 1.00 0.77 0.00 24B 3B 6.0 0.08 0.70 0.056 0.36 0.00 0.36 0.0416 0.0200 1 2.0 0.0833 4.1650 3.49 0.97 3.5192 1 0.1466 0.1622 5.69 1 1.05 1.00 0.36 0.00 26 3B 8.0 0.21 0.70 0.147 0.96 0.00 0.96 0,0200 0.0200 1 2.0 0.0833 4.1650 5.76 0.84 3.5192 1 0.1466 0.1432 7.38 1 1.08 1.00 0.96 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Ld 0 0 a w � � N 3 �' :4 O U � c o 0 o tj c � n 16 c c m m d x m a d E M U O O 2 C m O > L O N Q c rn Ol `, N O L m xEM N a > ci O ci a 51 vi . N 3 left 0.06 0.65 10.039 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 1 5.12 right 1 0.11 1 0.65 10.072 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0200 1.0000 1 6.42 2B 3C 6.0 combined flow 0.4 0.07 0.161 3. 99 left 0.05 0.70 0.035 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0200 1.0000 4.91 right 1 0.06 1 0.70 10.042 1 0.17 1 0.00 0.17 0.0010 0.0200 2.0 0.0200 1.0000 1 5.26 4D 3C 6.0 combined flow 0.3 0.06 0.126 2. 00 left 1 0.11 1 0.70 10.077T 0.31 0.00 0.31 0.0010 0.0200 2.0 0.0833 4.1650 6.60 right 1 0.12 1 0.70 1 O.0841 0.34 1 0.00 0.34 0.0010 0.0200 2.0 1 0.0833 1 4.1650 1 6.82 8B 3C 8.0 combined flow 0.6 0.08 0.182 4.18 left I 0.34 0.70 0.238 0.95 1 0.00 0.95 0.0010 0.0200 2.0 0.0833 4.1650 10.08 right 1 0.34 10.70 10.2381 0.95 1 0.00 0.95 0.0010 0.0200 2.0 0.0833 4.1650 10.08 8F 3C 10.0 combined flow 1.9 0.15 0.338 7. 44 left 1 0.35 10.7010.245 0.98 0.00 0.98 0.0010 0.0200 2.0 0.0833 4.1650 10.19 right 0.35 0.70 0.245 0.98 0.00 0.98 0.0010 0.0200 2.0 0.0833 4.1650 10.19 28 3C 10.0 combined flow 2.0 0.16 0.344 7.89 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity fiT.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 0 �j N N y $ n c 42 v 8 -9 y n m N IC Y' J U Ni 0 �^. 0 N :5 N O N N « O O 0 c �' m u maZ o o e o 3 u m n p O N N N O4�f N c O E U O w K FL > -I¢ ti d C1 rri . W 3 H d a H left 0.06 0.65 0.039 0.25 0.00 0.25 0.0010 0.0200 2.0 0.0833 4.1650 6.14 right 0.11 0.65 0.072 0.46 0.00 0.46 0.0010 1 0.0200 1 2.0 0.0833 4.1650 7.70 2B 3C 6.0 combined flow 0.7 0.10 0.222 5.10 left 0.05 0.70 0,035 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0833 4.1650 5.89 right 0.06 0.70 0.042 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0833 4.1650 6.31 4D 3C 6.0 combined flow 0.5 0.08 0.175 4.00 left 0.11 0.70 1.177 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0833 4.1650 7.92 right 0.12 0.70 0.084 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0833 4.1650 8.18 8B 3C 8.0 combined flow 1.0 0.12 0.252 5.77 left 0.34 0.70 0.238 1.55 0.00 1.55 0.0010 0.0200 2.0 0.0833 4.1650 12.10 right 1 0.34 1 0.70 10.238 1 1.55 1 0.00 1.55 0.0010 0.0200 2.0 0.0833 4.1650 1 12.10 8F 3C 10.0 combined flow 3.1 0.2-11--O-.4-67T 10.69 left 1 0.35 1 0.70 0.245 1.59 0.00 1.59 1 0.0010 0.0200 2.0 0.0833 4.1650 12.23 right 1 0.35 1 0.70 10.245 1 1.59 1 0.00 1.59 0.0010 0.0200 1 2.0 1 0.0833 4.1650 1 12.23 28 3C 1 10.0 combined flow 1 3.2 1 0.22 1 0.476 F 10.90 Lic. No. 0357914a 4/20/21 "Ad � f _ Z O w 0 V' U) U O L Ur Zw 0 O �U. r!I J Q i r w < 0 u In ZLu F .. Ln+ C / C Uj C W E N NO + .-I CD CD N N N O O r4 r4 T 7- M z Q zCY) J N 0 O N W C) G N N W > V w W z L) O > Q W '-j Ila- ~ U L9 < cn a zU J U IJ-� ,wn W Y 2 V z I-1 O UlLL- ZLU w i O J w m � z J Q w (D j C)V �JI� O N U w J F H a w w � JOB NO. 112066 SCALE N/A SHEET NO. 14 i LANDSCAPING NOTES: 2. 1 LARGE STREET TREE PROVIDED EVERY So' OF STREET FRONTAGE. 2. STREETTREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND 2o' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. STREETTREES 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. 5. TOTAL STREET FRONTAGE = 3,288' REQUIRED STREETTREES: 66 (2TREE PER EVERY 56 OF STREET FRONTAGE) PROPOSED STREETTREES: 67 NOTE: i,o68' OF STREET FRONTAGE ALONG DUNWOOD DRIVE (PORTION OF) REQUIRED STREETTREES: 22 PROPOSED STREETTREES: 22 NOTE: 376' OF STREET FRONTAGE ALONG CLAIBOURNE RD (PORTION OF) REQUIRED STREET TREES: 8 PROPOSED STREETTREES: 8 NOTE: i,389' OF STREET FRONTAGE ALONG ARBOLEDA DRIVE (PORTION OF) REQUIRED STREETTREES: 28 PROPOSED STREETTREES: 27 NOTE: 455' OF STREET FRONTAGE ALONG GIRALDA COURT REQUIRED STREET TREES:2o PROPOSED STREETTREES: 20 < GLENBROOK AT \ \ \ s 41 CONSERVATION PLAN NOTES: \\\.. FOOTHILLS - j \ \ %/ - - _ _ _ --J II L 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON �Q) _ AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING PHASE I \\ / / _ ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. LOT \\ �/ x x EXISTING II I _ j I - 7I EXISTING 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER 162 x%j OPEN SPACE I GLENBROOKC AT _�I OPEN SPACE NOT ADVERSELY AFMANAGEMENT ITIES FECT TREESONS SHALL BE TO BE PRESERVEDOANDATED SUCH PROTECTEDTHAT THEY SHALL FOOTHILLS 4. I FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES / \ �- q LOT 112 1 LOT 111 LOT 11O I PHASE I I i / \ I I I TO BE PRESERVED AND PROTECTED. x \ / LOT w --/ / I , LOT 109 I LOT 108 - I 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF I _ - - // TREES TO BE PRESERVED AND PROTECTED. \ / - \ I I I LOT 1 163 ` \--�.1 _ I I I 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS \ \\ \ ��`\\ ` •-- -: - - - I BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY tv \ x _Zz- ENGINEERING DEPARTMENT- LOT �'' ` f - -• x - --_ -I I II 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, _\\ x--- � -.d - - TELEPHONE OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE i64a�oP° /��� •- - x;_, - JI I I LOT 1 PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS /�, 5 _ ��CEL i. •x W.. - _-- x_ - l I OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL \ r I BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL > s\`OJ RJR / - �� 1 J't'ji' - x SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED SCOTT/R. CT?•LLIN' Lic. No. 035791 4/20/21 / \ Cv \� 5`Q In ROAD LANDSCAPING PLANT SCHEDULE \J� P O , J / �- / ~ / LOT 1 6 L _ x 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE / z z z TOTAL SITE �\ LOT - • )) QUO 6t`.. /�. / W PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH j/ O J > srM BOTANICAL COMMON NAME slzE cANoeY(:t) ,/ ;/ / ✓ / ,/ 11' w:-._� ., THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS i F ¢ � O O QUANTITY COVERAGE(sf) \ \ 165 -// -..j / / ` l / ��x\\ x x \ INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. / a O w w TREES .....\ / _.5 .. /.. * \ -./ / / x '. U J J � \', (4)FPSTREETTREE LOT156 fix-= _ _ x W 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE / U � ¢ � � FP FRAXINUSPENNSYLVANICA GREEN ASH 21/2"cal. 672 33 22,176 \ / /- En ED IO s ' / � -_ '- '� x PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON // ¢ ¢ \ ALONG CLAIBOURNE RD// / - - Z w � U PA PLATANUSACERIFOLIA LONDONPLANETREE 21/2"cal. 422 3a 14,348 �,-� \ 1./ o;- j � �� � BAR EVERY 18' OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12' DEEP AND p En ¢ w w SCREENING \ �` (4)PASTREETTREE j / / LOT 157 'r I I I ---.I -_ MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. / O z Cz m m \ \ ALONG PA STR URNE RD / r O ¢ w Q Q JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 45'ht. 16 16 256 ' \ V\ m J -. ,�� �� j / /.. _. l l I / LOT 15$ 7 I j---__+'I I i - / -' 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION u IG ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24"min. 23 21 483 * \ -•/ •^' ... / // / I I LOT 1S9 7 I ---- -_-/ / _- -�� CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP.'^/A� w zELI O O MP MYRICA PENNSYLVANICA NORTHERN BAYBERRY 24" min. 79 24 1,896 , `� / / / 1 I I I LOT 160 //- �.-,_\� _ -- ®. / % _ ! %� \ \ > / / V / > > > LOT \ GLENBROOK AT / 1�1 %% \ FOOTHILLS - w AL CANOPY 36,524 '� y% \ _ � ' / \, � / J I -./ / / 1 I I j,_ / � / \ : LOT / ^, FOOTHILLS - I I \% w w / A - LOT 161 > ror 7 I i / \ PHASE I / OL f� 166 \ PHASE IIA V �y ( i �/ vv vvv / / W v) vl \ v v� �� / 'PROPERTYBOUNDARY(TYP.) // \;> yv / > > \ > w w i6 �; //j Of Of 7 - --__ / > v LOT113 -- ' r LOT EXISTING / 168 _ _ - - _ Q �c OPEN SPACE � EXISTINGLOT L7-:7 \' ° • ,' v - % // _y_ - - �m OPEN SPACE 169 , ' --- __ LOT / / �,- - ----, - e�°e h" CD CD /r LOT \ \ e \ LOT LCD LU _ I I �_ a o C ED - -- \ LOT / / / / - -;� I p C � C I I + . ' + ' • ' a , , , , > r �� 171 �� N _ : LOT � � �. 206 / i,, \ -.. �-� S, r l ._ I r.'. 17 / :,.. I II i --- - _I il a ,_ :LOT j �`����� ` , , ' , ' . ' , ' , ' ' , ' ' ♦ \ \ � / - - �� , / + , . , ' , , , � ♦♦ \ < \... )FP STR TE I -- If- (13EETRE I: �ALONGARBOLEDADR tZ 0 =o a c O U i or c 0 U O a w L LOT ♦ _ - -- _ t ARB r , IL Al;m.. ( �.♦` / _� -PROP OLEDA DRIVE ' ' ' ' ' ' �.---M - AD- 1 PA STREET TREE . ' \ \ // �, __ / _ - __ OSED PUBLIC RO .�_ - \ __ -- --_ 54' PUBLIC R W - - ( 4) _� d / a -- LONG M .' .. ' , , > . , ', ' , ' o m1 �\ � \`� g LOT + CV � ,i , , , i ) ,•, ai, /-.AA OPEN L T ° I SPACE /� 2U3 ,- TREES UP TOL CAL SHALL BE STAKED ', 19(f i / f WITH 2-2"z2HARDWOOD STAKES. ' + , ' ' , , ' ' s ' , ' '� J KL TREGUYED WITHC L.OREQULARGER SHALL BE LY TWISTED,N r AND TURNBUCKLES LOOP HOSE AROUND I I _ IV v LOT / TRUNK FLAG WIRES WITH COURVEYTAPE. { l \� REFER TO SPECIFICATIONS FOR ''i, DOUBLE STRAND#a2 GAUGE WIRE + ,',' .�' I - 202 �O Q y \.r ...LOT it I ! r-- - - WITH RUBBER HOSE & TURNBUCKLES , n / '... �4 by -i \.... i I 1 - 1I LOT I / co[7­4 \ y Yx2"HARDWOOD STAKE , A e / _ - _ i j 34 ° \._-.17" j I I I I�_ ___ -. -1 i I I I Z79 t LOT r / �._- / W FURTHER INFORMATION , J ' / -- 278 \J CUT BURLAP FROM TOP I I I -I ~� _\y - LOT I I . ' S I \ ,.I -------' PA STREET TREE ---- -__` _.. - _..,.. I _.�_- � U � ^ 1/30F BALL AS SHOWN IRA , \I \ (S) _ I� '° GUYWI RES WITH RUBBER HOSE AND 1 A , / `I ALONG GIRALDA CT I 1 �'` I -- W w -� \ SCARIFYSUBSOILT04'MIN. DEPTH , i, , i , O \\ ,+ , \.L. �93-_ , J `, TURNBUCKLES z/3 UP TREE FP STREET TREE r vi TOP OF STAKESOOD STAKES, ALIGN s , a s \ \ `-:- �i MULCH SAUCER _1 F, ' r FINISHED GRADE ' ' (S) ) -♦- � - a. I - \ U ALONG GIRALDA CT r - _ I/ MULCH SAUCER . • I U) TREES UP TO p"CAL. SHALL BE STAKED. , ' \� � b. / \ / ' , > , � r , ` ' LOB T t I 213 HT. TWISTED, GAUGE WIRE WITH HOSEss s av ss s's s s' v's s s I 77 /I:I �_. /l �I_ I �, Uj IJ AMENDED SOIL MIX ' GUYED ISTED,WITH EQUALLY SPACED ' 1 / I --- $ LU AND TURNBUCKLES. LOOP HOSE , ,' + , \ r, ,' / T V '° •' V� _, i'. I,1 '^� I r- -rl I -I ______ ___t. / S �I AROUND TRUNK ABOVE BRANCHES- - AS SHOWN, FLAG WIRES WITH , ' ' > s, ' > ', ', i ' ' `C `� / V / I �II... I I �� ,0 E _ COURVEY TAPE. REFER TO SPECS ' ' ' ' _.� �: ,` �� I 1 CUT AND REMOVE BURLAP FROM TOP - r ' \ _ - // �1''11 V I -I 2/30F BALL AS SHOWN -III -? FOR ADDITIONAL INFORMATION. + ' . s \ S _.,. `�� I >' \ ./ /; I 1g 2. I J III \ j / ' ; '� L v ' SCARIFY SUBSOIL TO 4"MIN. DEPTH II- III. III �11-III III- AMENDEDSOILMIX i + , ' 'i ,', •{','' i \ \/ �\ 1----�Il \�' - - _.I -ll._ LOT i v�\ °' I ~ �� L III -II COMPACTED - J I L LOT \ ' \ J I�IIII Y , p 710 � "'- COMPACTED SUBGRADE C r�/�/.._ 101 i. 1$ I I I FOOTHILLS Q III �\ LOT / LOT I -- o c I� I I �/ CROSSING - _ _j Q Evergreen Tree Planting Detail Tree Planting and Staking Detail s \ \ ; 200 / j �� \ 198 / \ I I ~ U PHASE IV U U) NotToScale Not To Scale A� \� \ /�. I,_ LOT 'I EaO �' LOT \ \ 199 �\ / LOT o i8 I 1 Z County of Albenade--� l Conservation Plan Chin- To be plared on landscape Plam ]• 1 1 " 1992 3.38 (HaMbook WIU-2-111-19'/forcompletespecificatiom) , ' ` \ \ ^\ f --i- / /: �� 9 ` �z A \ i - J \ O J / LU 1_ Thef"Rmwn owe He be sho"n the olan: ♦%, _, O � Trees obe saved_ , ® Lusts ofcLeanng wtsida drlfltna of trees to be saveaJ; ' . ' \ , / �,i >; � II / I El Graahon�g«type of equumgtecb ef®oug; A - - -. _� �(` 4JJ ® Grad hoe walls orwells; \ _ e ZI Proposed treucning or t alin; beyond the limits of clearrea, > , ' ,�. -� s \ II I \ I � 26) JV Ul 2. Me ' ' ,-----._._ s _ - --- --- X PROPOSED 5 �; S \ , n PASTREETTREE I (a All nrestobesaved shall benvkedwrthpint ornbbaratunerght clearly vmrbletoegmpmentWearers. , ,' . ' • > ___ "--®-S \PRIMITIVETRAIL C 1 ( ) ' LO �1LLJ El Nogrwh gsnallbsginwtillhehmmmlargnasbeminVp Wdmdappravedbya Cam,tylnspector. . , ' ' ' - - _ S \ ` ; '�. ALONG DUNWOOD DR 'I ' ' � -- -- --- 5 1\ � i 184 ', _ (zl) IG 1 W tOT \ 19Q e. rre<�eanranmac nfer"ace ' - A � � I _ _ ' &] Trce Eenr,. noon ma promaenn mem�a rn�l be rewewea rdm me ewbanor on site , ' , ° ' . // ° ° I 11 � I , _ p a. EnnmmenOaer.HenanaSmra�: EXISTING Zoo' STREAM BUFFER\ \ \ \ i /' 9 Heavy 11 FPSTREETTREE --- - 1 1 ro �yNpupmmLveNcolm trafficwdsrmage ofernshvcfionmat6alsincluding soil snap not bepesnvttedwnhin the dnlines oftre« ( ) eve S. sun Erwamnana smrmwaler oetmnan Dark.:ALONG DUNWOOD DR \\��\S. � ,' +' i , \ / / \\ ® sna, devrmaanall not aa�emely after o-e«robe aavad. �� � \/ � .-.,i / .__ / 6. Flose.LOT �.; ° / .''... - / W O FiresrrenaLpvmittNwitnir,l00fmtof[tc�iplineoftreestobesaved. �� ' ) \ \ \ ,\ 1$� j� i \._ LOT �' I .°r 7. Tome Materials: _ ® Toucmateuelsshall not bestrue lun100fenofthadnpnueoftnesstobesaved. \\ // OPEN \\ s \ `, �, /'\ 185 �'; ' / i J Q LU & Pr"taottoTre«,.Fo,bnenrnebn wiLOtena posedbwldingorgrcntyllbnprotdivfmg n . �' >i SPACE ZIZI FmcEbekplaeandabenpxdandaproebyaCowtytpxrpierwgradiormmvn. ^ I 9. TresWelb: A LOT // Ll Whenthe geuM level must la raised within the dnpline of a tree tr be saved, stree well stop be provided and a ceenrueaw detail �' !! / IN sabwtedf approval. \ '�'{ i'{S \ ' ''�1 1 I LOT � \ 9� 5/ 10. 1 , A ` s D mmmegowae.elmmtn lnw�awwnmea wineaneemne�m abeewalana bepromaed.waa�mo-annnnaemR �S VA LOpT \ 186 subwled for approval ' 107 F 11. TrenchNaana TunnHlnu �� \�' \ \` / � V✓ teMiu mregwmdwrttw Nehr Nofcteanng,it"lbeiomasfarwry fmmtnert softy-.esaspemble.'IYwleling ' i underalar meshaRbemnddeed«maltemaavewhmitsa crpand Nnnec«smynm,chngw,Rd«boyfmderroots. 12. Clean x III Pmtcdlvefaneingshallbetheset itemsremovedduringthefirnldep. 5/ /� 13. Oam.eedIrrer - ' - S _/ _� [OPEIm 0 Uwreged trees snap rea[edimme&i lybypmnin.fedh timmoHiermdhodsrecamn dbyatreespeciaLat' �s SPACE GRAPHIC SCALE 3 NOTE: CI IS CITE UEY EL PER'3 RESPONSIBILRY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVA]'ION i�� � �� � �--__ B S / / REQUIREMEhT3. � 0 20 40 80 9/8/2020 m- y.f''`-' �`' f'3 NATURE ATE T Source: VVa.OWNER SIG DSWC Plate 3.38-2 • ' ( ) PROPOSED LIMITS IN FEET \ CONTRACT PURCHASER SIGNATURE (DATE) OF TREE CLEARING �_401 s/1/%Paeelofl inch = 40 ft. 'i> LLI Of w m d U7 JOB NO. 112066 SCALE 1 ff=40' SHEET NO. 15 More HT. OF _ _ LINE OF SIGHT 655 OBJ=3.5' S�GHTDIS EXISTING GRADE 655 SIG TAN — — HT. OF OBJ=3.5' 65o — HT.OF YE= — 650 PROPOSED GRADE \ 645 645 I". w l0 .t N •i 01 0) M N M l!1 N Ql 00 O M O N N O O I� It Ln OD �t O tD .t O O M M 0) ,� rv1 M Ln ,+ •i N m m ,+ O 1 00 't I� d O O 0+00 0+50 1+00 i+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo [GIRALDA COURT & ARBOLEDA DRIVE -INTERSECTION SIGHT DISTANCE PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 IT, HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET I I inch = 50 It 665 LINE OF SIGHT 66o _ 660 DISTANCE= 80 '— — ` H . OF EXISTING GRADE — — SIGHT 3 5' — — FUTURE ROAD GRADE \ 655 , — — — JHYT. OF E3�5'i 655 2g _ _ 51GH� 65° ROPOSED GRADE 65o HT. OF OBJ=3.5' 645 1 1 1 645 O N l!1 w Dl W 00 M t kD N N N W n 00 •i M M �t In �%1 O V1 It M V1 M VI In ~ L!1 1D M V1 V1 V1 1l V1 O 0) Ln Ln k6 V1 tD W W w l0 ko l0 W l0 w l0 wkD b 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0• . INE OF SIGHT — — — — SIGHT DI TANCE=253_ 655 ---- — --- 655 HT. OF OBJ= s HT. OF _— _ SIGHTDIS NCE_ _ =28o' \ � \ ___7 650 PROPOSED GRADE � 6 HT. OF 50 \ OBJ=3.5' EXISTING GRADE- 645 645 M O O M Ol N ri O m O lD ao •D S O m Ol W 00 Ln O 00 H N 00 m ,i HN n LMl1 M N M l,'1 N N ri LOjI V1 Ci lMl1 3l 00 �D lD ip t0 �p tO tD tD w w w LD lD W tD W w O wIt 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 MOOR ... LINE OF SIGHT SIGHT IDSTANCE=256' _ _ _ 655 — — — — _ _ _ — 655 — — — T. OF \ SIGHT DISTANCE=280 _ — _ — HT. OF — OBJ= 35' — — — — EYE- .5' \ T 65° 650 HT. OF OBJ=3.5 PROPOSED GRADE 645 645 EXISTING GRADE _ 640 640 M 00 m N o 0) n 00 10 lIt 0 n 0 Ol 00) m M .+ o 00) <t 06 d 00 M O Ol 00 �t U) d S d N S N M N d 1H lD l0 tD WIt tD tD W lD W W 'D l0 tD I l0 l0 ko W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Lic. No. 035791,E 4/20/21 44 o�sIONAL E�Ol� z F O W - 0 i 'w V' o ZU En 0 CO emu: U-)Q J ti C c W < O Q Z > W ' C C L �W/ li 0 C1 �-I O O N N LLJ� \D \D O N Q 0N 00 CD CD N N L9A� 1 c cri _ J z Cy) Ila- ® M 0 i O N O w °\ 1 N N > W W LU W J U) J Q LL U) = p W u r OO 1 w a J z zU 1'_' Q LLu O O = ulU) F__ Q w i z � � 0 O J w W J Q w CD J O O O N U W J r w w O W a u) JOB NO. 112066 SCALE 1"=50' SHEET NO. 16 Page 6H-64 April 2015 April 2015 Page 6HFi5 Typical Traffic Control Turn Lane Closure Operation (Figure TTC-29.1) Guidance: 1. Sign spacing distance should be 35W--500' where the posted speed limit is 45 mph or less, 500'-800' where the posted speed limit is greater than 45 mph. Standard: 2. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 3. To prevent accidental intrusion into the work area, channelizing device spacing shall not exceed 20' on centers. on: 4. This layout may be used for either right or left turn lane closures. 5. For a high volume of turning movements, additional traffic control devices, such as signs (graphic NO LEFT TURN (R3-2) or LEFT LANE MUST TURN LEFT (R34L)), channelizing devices and vehicles may be used Standard: 6. Taper Length (L) shall be: Speed Limit IL mph —Lane 9 Width Feet 10 11 12 e25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 660 60 540 600 _§§L_j 720 Shoulder Taper = %, L Minimum 7. Buffer Space Length shall be: Posted Speed Limit mph Distance Feet s20 115-120 25 155 -165 30 200 - 210 35 250 - 260 40 305 - 325 45 360 - 380 50 425 - 445 55 500 - 530 60 570 - 600 65 645 - 675 70 730 - 760 Guidance: 8. If the work space extends across a crosswalk, the crosswalk should be closed using the information and devices shown in Figure TTC 36. Support: 9. Turns can be prohibited as required by vehicular traffic conditions. Unless the streets are wide, it might be physically impossible to make certain turns, especially for large vehicles. 1: Revision 1— 4/1/2015 Page 611-50 April 2015 Typical Traffic Control Right Lane Closure Operation on a Three -Lane Roadway (Figure TTC-22.1) ND-M Guidance: 1. The distance between signs and beginning of channelizing device transition should be a minimum of 500' and a maximum of 800'. 2. The buffer space length should be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 3. For locations with a high volume of left turning movements, the graphic NO LEFT TURN (R3-2) signs should be used within the closed lane. Option: 4. Where Right -of -Way or geometric conditions prevent use of 48" x 48" signs, 36" x 36" signs may be used. Standard: 5. Taper length (L) and channelizing device spacing shall be Taper Length (L) Speed Limit Lane Width (Feet) (mph) 9 10 11' 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 660 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper ='/, L Minimum Channelizing Device Spacing Speed Limit (mph) Location 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' Construction Access* 80' 120' * Spacing may be increased to this distance, but shall not exceed one access er'/, mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 6. To prevent vehicles from entering into the buffer and activity areas', channelizing device spacing shall be a maximum of 20' on center. 7. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one rotating amber light or high intensity amber flashing or oscillating' light shall be parked 80'-120' in advance of the work crew in both directions of travel. If multiple lanes are present (four or more lanes, excluding the center turn lane) and the posted speed limit is 45 mph or greater, the vehicles shall be equipped with a truck -mounted attenuator (TMA). 8. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 9. For long-term work zones existing conflicting pavement markings and markers shall be removed and temporary pavement markings and markers shall be installed per Figure TTC-60. Guidance: 10. When channelizing devices have the potential of leading vehicular traffic out of the intended traffic space, the channelizing devices should be extended a distance with 4 additional channelizing devices beyond the downstream end of the transition area as depicted.' 1: Revision 1— 4/1/2015 x DV3Htl o NaoM ;� a Otloa I Wo 4 310N 335 r 1 y April 2015 —1 ON3 —� u:El TUflH LINE [lOSEO AHEAD ROA WORK Turn Lane Closure Operation (Figure TTC-29.1) i� O 1, G12 0 0 0 0 0 0 0 0 0 0 C, 0 0 0 00 0 i� G20-2 (V) 500' ± Lu O Z / 5 00' ± IL 80' - 120' SHADOW VEHICLE REQUIRED BUFFER - SEE NOTE 1 - SEE NOTE 1 © R3-2 (OPTIONAL) SEE NOTE 5 LEFT ruflx W20-V13L ixouo SEE NOTE 5 <#> W20-1 Right Lane Closure Operation on a Threc-L one Roadway (Figure TTC-22.1) Page 6H-51 Otl3HV xaOM t 31ON *i'! ROADNWORK G20-2 (V) avoa 33S 41 500' + DV3HV 4 O 1 aasou / t 310N o 4 3NYl 3AS CHANNELIZING N31N3] 0 0 DEVICES ° E 310N 33S NIIN ,OOL °O o O O OT O O- 0 2i3�df18 0 00 o° L 0 0 16' o ° O SEE 0 0� NOTE 1 W1-4R ' CHANNELIZING DEVICE o 20' MAXIMUM SPACING W SEE NOTE 6 O o 80' - 120' 0 0 SHADOW VEHICLE REQUIRED 0 ° TMA REQUIREMENTS SEE NOTE a O O BUFFER °°° L R3-2 °° O° SEE NOTE 5 VY1 4L SEE NOTE 3 ° BUFFER c ° SEE c NOTE1 o ° W9-3C 1017MIN O oo SEE cuNER ° NOTE1 4 O CLOSED CHANNELIZING o HEAD 0 DEVICES O ROAD +.vou i NOTE WORK raow avow 'EAD aN3 W20-1 1: RevisWz 1-411t2015 "ROADW RK HEAD" / l SIGN (W20-1 ` I / CLOSED AHEAD' SIGN (W9-3C N SIGN Q (WI-4 1 / /<` "ROAD WORK AHEAD" SIGN (Wzo-i) "END ROAD WORK„ I / / \ ' � EIS LNG APERS A�ONG EAS ERN/AVENUE SHALL SERVE AS THE' HANNELIZINy ROUTE FORTH QUTHgOUND TRAFFIC LANE,CLOSURE \IGN SINGLE L� CE LOSU/��IR MIL �& OVERLAY OF EASTERN AVENUE (WI-4 A LOCATION OF PROf OSED NTRANC O G EN ROOK PHASE 2B PLEF4URN LANE CLOSURE REdUIkED FOR �CHANNF,!ZZAT/ION OFSO�H"OUNDTRA F, SIGN EMI DROADWORK"--- m 1 SIGN (G20-2) D "LEFT TURN LANE M AHEAD" SIGN (W SIGN (W2o-Vi3L) Z i I, m "R AD WORK AHEAD"\� \ LE, �I m SIGN(Wao-z)I / JON X601 ----- I STREET kH EAD' 'Wzo-z) I I • ' --- \� / � 1 �i �i I 11ROA6W R HAD" %�\�/ �---------/ rn I I SIGN (W20-1) \ / IZ Z I/ l I / D n ��- I _ I � i II I i _ WESTHALLDRIVE Table 6H-3, Length of the Longitudinal Buffer Space' Posted Speed Limit (mph) Distance (Feet) < 20 115-120 25 155 — 165' 30 200 — 210 35 250 — 260 40 305 — 45 360 — 380 50 425 — 445 55 500 — 530' 60 570 — 600' 65 645 — 675 70 730 — 760 GRAPHIC SCALE ,6D a 6 150 300 ( IN FEET ) 1 inch = 150 ft. 600 �COTT/R. MLLINS'Z Lic. No. 035791,E 4/20/21 1141 Z Z LU LU 0 0 Z Z Z z O 2:O O f U U OU LU LU U) w Do ZU p N U Q w w O O Q w CD CD ,A z 0 \// `n o > > > w w a a / W �V) tie W W O o y N N N CD CD r-j CD ~¢ Za � 0 " a O L ti C C'6 Z CY) N i N CD WN N W > J 7 U) LU — L9 _j O U W ' LU D Ul ZLU LU � U) JLU J� O C:) C:) N U Q O�/ L.L m H� z LU Q (f) J Q V Q 1 � f— J p J LLf t—� U 2 zQ O w O z Q O LI_ LU _j ( V L w d Ln JOB NO. 112066 SCALE 1 "=150' SHEET NO. 17