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HomeMy WebLinkAboutSUB202000216 Plan - Submittal (First) 2020-11-25GENERAL NOTES OWNERS. TMPo56Ko-oo-oo-000A2 GLENBROOK, LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 TOTAL ACREAGE: 4.7o AC ZONING: R-6 DB.So75, PG. 672 TMP o5600-00-0o-057B2 GLENBROOK, LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 ACREAGE: 8.172 AC ZONING: R-6 DB.So75, PG.672 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 4S5 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: 4.7o AC (PORTION OF) ORIGINAL PARCEL: 6.3 ACRES SUBTRACT EASTERN AVENUE R/W (1.055) & PHASE IIA (0.545 AC) TMP o5600-oo-oo-o57B2: 8.18 AC (PORTION OF) ORIGINAL PARCEL: 8.502 ACRES SUBTRACT PHASE IIA (o.33 AC) TOTAL ACREAGE: 12.88 AC PROPOSED ZONING: R-6 ZONING (CLUSTER DEVELOPMENT) WITH PROFFERS (ZMA 2oi6-o5) & PRESERVED SLOPES OVERLAY DISTRICT. (PARCELS SUBJECT TO PROFFERS) PROPOSED USE: 48 SINGLE FAMILY DETACHED UNITS TOPOGRAPHY: TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE & ASSOCIATES, JANUARY 202o. BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE & ASSOCIATES FROM RECORDED PLATS AND SURVEYS, AUGUST 202o. TORO FIELD VERIFIED MAY, 2020. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED PRESERVED/MANAGED SLOPES: PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OFTHE 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 BURIALSITES: NONE DENSITY: 48 UNITS 112.88 ACRES = 3.73 UNITS I ACRE OVERALL ALLOWABLE DENSITY FOR PARCELS PER REZONING =18o UNITS PHASE I =84 UNITS (23.887 ACRES) - NOTE: io UNITS OUTSIDE REZONING LIMITS PHASE IIA = 7 UNITS (0.875 ACRES) PHASE IIB = 48 UNITS (12.88 ACRES) TOTAL DENSITY: 149 UNITS 137.642 ACRES = 3.96 UNITS/ACRE TOTAL REZONING UNITS (TO -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 OFZo%OFTHE UNITS SHALL BESFA ORTOWNHOUSE UNITS. PHASE I: (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 CrO-DATE): i3g UNITS (R-6 REZONING) &.io 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 OFAFFORDABLE 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 OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. SUBDIVISION STREETS: CURB & GUTTER UTILITIES: COUNTY WATER AND SEWER SETBACKS: FRONT - 5' MIN AND 25' MAX (i& MIN. FROM R/W FOR FRONT LOADED GARAGES) SIDE-5' MIN REAR -20'MIN NOTE: SINGLE FAMILY DETACHED UNIT GARAGES - MINIMUM 3' STEP BACK FROM THE FRONT OFTHE 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%) = 37.642 AC " 25%= 9.4u ACRES TOTAL OPEN SPACE PROVIDED PHASE I: 5.8 ACRES PHASE IIA: o.o ACRES PHASE IIB: o.947 ACRES (THIS PHASE) OPEN SPACE "A" = 0.064 ACRES OPEN SPACE "B" = o.198 ACRES OPEN SPACE "C" = 0.685 ACRES GREENWAY DEDICATION AREA: 2.7o ACRES TOTAL OPEN SPACE PROVIDED: 9.447 ACRES 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: i9 SPACES LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECION 32.7.9 OF THE COUNTY CODE. 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 FOR TRAFFIC INFORMATION. GREENWAY: PROPOSED OPEN SPACE(2.7o 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=158.870 SF (3.647 AC) LOTS = 295,107 SF (6.77 AC) ROW DEDICATION=107,290 SF (2.463 AC) IMPERVIOUS AREAS: ROADWAYS 66,702 SF(1.S3 AC) SIDEWALKS 18,308 SF (0.42 AC) BUILDINGS & PATIOS/DECKS 91,296 SF (2.og AC) DRIVEWAYS 18,S37 SF(0.43 AC) TOTAL 194,843 (4-47 AC) PARROTT B;Qq I J rI!;TT 0 GLENBROOK AT FOOTHILLS R. LLINS TD� TMP: OWNER: GLE ACRE 9.7: ZONI G: R-6 PHASE IIB FINAL ROAD PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA TMP: 056A2-GLENS01 OK, LLC WNER: GLENE3ROOK, LLC A GE: 1.89 AC NI R-6 RESIDENTIAL DB : 5039/66 TMP I 05600-00 OWNER. GLENBR 1 ACREAGE: 8.172AC 1 ZONING: \R-6 DB/PG: 50757672 '♦" �j C1 Er Li ❑ I v �JFPAP: 056A2-01-00-06100 \, ----- OWNER: ROUTE 240 HOLDINGS, LLC C/O REDLIGHT MANAGEMENT OR O i \ MAIN STREET HOLDINGS ' ACREAGE: 13.05 AC TMP: 056A2-01-00-06B00 \ ZONING: LIGHT/HEAVY INDUSTRY OWNER: ROUTE 240 ` DB/PG 2012/352 HOLDINGS, LLC i ACREAGE: 3.07 AC ---- ----- -- ZONING: LIGHTJNDUSIRY _ - --�.- -fl0/PG---86T5/334 -III=-II--- ♦♦♦ ♦♦ or,NEq � _ � /� . I 1 O�E ROOK Al FDOTJi LLS 0-Oii-OO- 90A2 srvxl FAcµ r. / 1 Q BROD'yC, LLC 4.70AC R-6 h �EReM6iuuAo Lmvoi m� { SHEET LAYOUT SCALE: 1" = 150' rf_s i I 001 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 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB 'c PROPOSED ASPHALT PAVEMENT EXISTING VEGETA77VE/LANDSCAPE BUFFER ---------------- GREENWAY BUFFER ---- -- PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE K PROPOSED ASPHALT STRIPING zoa EXISTING CONTOUR zoo PROPOSED CONTOUR 506.71 TC 506. 21 EP PROPOSED SPOT ELEVA77ON TBC DEN07ES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506. /1 TW 506.27 Bw PROPOSED SPOT TW DENOTES TOP WALL OF OF W BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES vfflwv" z:`;-'< MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE © 0 0 100 YR. FLOODPLAIN APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT Lic. No. 0357912� `� 10/26/20 w4 o NSIOATAE o�_r�� C3 N W CD N N 0 Lz Ch CO J T V� N � > m ° 0 0 3 m y{{"� I ' 0 O n N cl� n Q ° 00 N 1 0 N �I > �1 _ LU L U o J J s r' Q c ° w = o n I c `o OL9 1 N LLL]\\L n L 1 J / = J O c.) '-' U ' 2 0 W � Y 0 LU I- 0 0 > LL ° U Ul 1 c ° Z W Z w Y w w_ z O/ 0 z N U) z JLUm O o � z J Q L.0 n CD _I v O U O N 0 N m w U w ° yN w H � m E 0 a w U U DATE JOB NO. 112066 0 ° SCALE N/A a ° c n ° s SHEET NO. PROFFE R STATEMENT FOOTHILLS CROSSING Date: January 3, 2017 ZMA #: 2016-05 Tax Map Parcel #: 056A2-01-00-06200,05600-00-00-057CO,05600-00-00-057132,056A2-01- 00-06100, and 056KO-00-00-000A2 (the "Property') Owner(s) of Record: Route 240 Holdings, LLC; Edmund J. Daily, Christopher Daily & Cynthia Daily DiCanio; Route 240, LLC; and Foothills Crossing, INC. Rezone parcel 056A2-01-00-06200 totaling approximately 2.13 acres from R2 Residential. (112) to R6 Residential (116), and rezone three parcels (05600-00-00-57CO, 05600-00-00-057B2, and 056KO-00- 00-000A2) totaling approximately 32.56 acres from R1 Residential (RI) to R6, and a portion of parcel 056 A2-01-00-6100, containing 3.24 acres from Light Industrial (LI) to R6. Total Land Area: 37.93 acres Pursuant to Sections 33.4 and 33.7 of the Albemarle County Zoning Ordinance, the Owner herebv voluntarily proffers the conditions listed herein below which shall be applied to Foothills Crossing (hereinafter the "Property) if the Zoning Niap .Amendment (hereinafter the "ZNLV) is approved by the County of Albemarle (the "County'). These conditions are proffered as a part of the requested ZNLA and it is agreed than. (1) the ZMA itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation to the rezoning requested. The term "Owner" as referenced herein shall mean the owner(s) of record and successors in interest of parcels 056 A2-01-00-06200, 05600-00-00-057CO, 05600-00-00-057B2, 056KO-00-00-OOOA2, and a portion of 056A2-01-00-06100. The Application Plan shall refer to that certain Application Plan prepared by Collins Engineering February 16, 2016 last 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 buffering of any rear 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 state that the requirements of this paragraph 6B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle Countv Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the team of the rental or lease agreement. In addition, during the Affordable Teri, 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 Dwelfil>e Units In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer') for each such unit 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 Index. Beginning January i 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 cash contribution amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December '1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding :he calendar year most recently ended (the ".Annual Percentage Change'). By way of example, the fast annual adjustment shall be Seven Thousand Three Hundred and Tbim Three Dollars and Fightecn Cents ($7,333.18) x 2018 NISI/2017 MSI. Each annual adjustment shall !x based or. the amouiu of thr 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 referred to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the cash contribution amount paid by the Owner be less than Seven Thousand Three Hundred 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 Four 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 (dive "Minimum Cash Contribution'). The .Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HO)XTVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 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 Ridge Street Road Construction and Dedication. The Owner shall cause to be constructed a two lane road in the general location of the road identified as Park Ridge Street ("Park Ridge') on the Application Plan. Park Ridge will be an "avenue section" in design, with bike !anes, 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 (101h) 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 dedicate Park Ridge as a public road. 2. Eastern Avenue Connector Road Construction and Dedication. The Owner shall cause to be constructed a two lane road in the general location of the road 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 nub and gutter. Eastern ?Avenue shall be constructed, bonded and ready to be recommended by the Albemarle Countv 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 fiftieth (501h) CO within the Property. Once die Owner completes Eastern Avenue and within slew (60) days after the written request of the County the Owner shall dedicate Eastern Avenue as a public road. 3. Greenway Trails. A. Construction and Dedication of Green�v Trails. A primitive trail 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 trail 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 tenth (101h) 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 easement, the Owner may dedicate portions of the Grcenway by easement concurrently with one or more subdivision plars for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such casements, rights of Page 2 of 8 8. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would have been a total Cash Contribution equal to the total value of i) Eastern Avenue, and related improvements to be completed by Owner, in) the Pedestrian Tunnel and ih) the Civic Space improvements, (collectively referred to as the "In -kind Contribution'). The In -Kind Contribution shall be $4 299,996.00. 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, anv remaining balance of the In -kind Contribution 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 underneath 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 (loth) CO for a single family dwelling within the Project. 4. Community Civic Stiace. 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 on the Application Plan. The Civic Space shall be substantially completed prior to the issuance of approval of the tenth (101h) 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. 5. Cash Proffer for Capital Improvements Projects. The Owner shall contribute cash on a per "market -sate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence at the time of this zoning amendmerit for the purposes of addressing the fiscal impacts of development on the Courty's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of tbis 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 rate" unit is any single-family detached unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 6. The cash contributions shall 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 for market rate single family units shall begin after a building permit for the 35th market rate single family unit is issued and prior to the Owner obtaining a building permit for the 36th market rate single family unit. The cash 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 cash contributions shall be Seven Thousand Four Hundred Nineteen Dollars and Ninety One Cents ($7,419.91) for each multifamily dwelling unit, 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 conformance with the proffers and conditions herein above, and these proffers shall supersede all other proffers and conditions made prior hereto. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. WITNESS the following signature: OWNERS of Tax Map Parcel 05600-00-00-057132: 6�L` By. - / CHRISTOP R AILY By: EDMUND J. DAIL-` Q By. Q ! CJ✓A �� r f %�a� C-NNTRIA L. DAILY DICANI Date: ✓ a in Y6 / 20 ` 7 i OWNER of Tax Map Parcel 05600-00-00-057CO & 056A2-01-00-06200: ROUTE 240 HOLDINGS, LLC, a Virginia limited liability company OA"By M , Date: q - `Lo t7 Page 7 of 8 6. 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 (13) 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 rapes, or through cash contributions, as more particularly described in sections 6A, 6B 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 five percent (65%) of Virginia Housing and Development Authority's ("VHDA') maximum sales price for fast time home -buyer program. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this proffer 6, ("For -Rent Affordable Housing Unieshall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (31%). For purpose of this proffer 6B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such for - rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 6B shad apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term'). (2) CogMance of Interest All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this subparagraph (2). In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or anv par thereof: during the Affordable Term shall contain a complete and full disclosure of the restrictions and Page 4 of 8 OWNER of Tax Map Parcel OMA2-01-00-06100; ROUTE 240, LLC, a Virginia limited liability company By 4— Date: I / 'I / 1.=) L,:7 OWNER of Tax Map Parcel 056KO-00-00-000OA2: FOOTHILIS CROSSING, INC., a Virginia corporation BT. a" �__ /M.." .1-7 t. Date: I f a % 7-0 1 77 1163106r 6 Page 8 of 8 Lic. No. 035791 10/26/20�� TONAL 0 N w o N 0 CD 0 L9 V_ z ti M Z ci O' J N INNERN Q It M Q O O 1 W N N W > W LU ZJ J U) Q VIERMi W 1 L9 O alf ZLL J L.L 1:J U 0 � = W°- Y O F- O Ulcf) I­ Z F- LU �Z 0Y O O w 0 z J < w (D J 0C:)(D O N U J � C JOB NO. 112066 SCALE N/A SHEET NO. iA N47° Al 5"�\��A1j\1� \\ O EXISTING SANITARY SEWER EASEMENT / / / A A / U �i / / / - - _ s62= _ '�� a - / /D.B. 1997/PG. 235 TMPN 3` as'47W 100.62' OWNER: GLENB00, LLC GL4BROOK �T FOOTHILLS ACREAGE. 9.32 AC 660-0,0Nas n 13 E / ZONING:R-6 1 1 II I \ \ \\ PHASEI \\\ \\ \V I�B/PG:$039,75 42' 47 V • V 1 \ � :11 I I II I IIv � I � v v� VARIABLE WIDTH AINAGE EASEMENT L=96s5 v A �j W R=640.63 tv Lie. No. 035791 n 10/26/20 411J /.�6,.. w - rc�..,B..,f �y .r 4 \ // / / / / i rs - / / /� O c v �w Z) ATFOOTHILA GLENBROQK v v V A v v - I • \\ \ �\ \ \ \ \ \ PHASE IIA \ ---- � / // // / � / / / / O Z < \ V A II, v v v v v A \ v PROPERTY LINE 1 N4z° 15' 48"w� v / / % / / / j ? L=275.31 / / w \ V � R-=527.00\ I �G-, LENBROOK AT/ F/O/O/ TH/IL/ LS VARIABLE WIDTH ASPHASE I -00-073 UTILITY E /TMP:056d0 JL=76 21OWNE STANLEC Ap -D8.5075 s72(PAT) R- i \/ / // W s LLC I \\\\V OPEN SPACE' ACREAG5.84 AG f�y/ d47�4T24"E Z7NING: R-6 � � -27,80' - D8/PG: 358,5 6 f ` �� \ A A \ \ v A A w 127. - _ OPEN SPA/�� o�� / / / q \ I A A V A\ A / IF TMP:' 056K0-00-04-03600 \ \\ \ \ IF_ / / •A e �� \ v v TMP, 5600�0-00-057B2 v v / / W 1m.o1 / k \ \ \ \ \ \\ \ / / / / ; / Y� 49.39' \ N83 44' S \ / "ACREAGE: 0.46 AC g / / OWNER; CRAIG ENTERPRISES, INC vOWNER:v GLENBROCK, LLC / / A" i ACREAGE: -ACv \ e / - / h� 65 r / ZONING: R-1 / ZONING:, R-6 / \ g / / DB/PG: / _ -DB/PG: �5075/672Fat v --- ?� o v v v �� v /'- / w / / / • , �1 �. �� \, v A v v v v v V A �� \ \ v `, PARCEL LINE /CD ' / TMP:_ -056K0 00-00-000A2 Y r �� / / / / / w ♦ \ vEXISTING- . \ ✓ - I- 1 / / S78° 59' 32 W TO BE , - OWNER: GLENBROOK, LLC 4.14' z - - \. A ACREAGE: 4.70AC TMP: OS6K0-00-04-03700 o V A • \ V A VACATED Nzo° 51' oa' E / / / / OWNER: FOOTHILL CROSSING, INC I v /��100'STREAM BUFFER / / / GE: 46 AC 672 R =_ v - S72° 07 36' E 3.00' / / DB/PG: ��� I , A. \ - A V V A \ \ v v 50' N17° 52' 24'E 35.00 EXISTING TREELINE ' ♦ 1 � / - - a ++ + \ \ \ \ \ V '40 Lu � N72° 07' 36"W v v GREENWAY OPEN SPACE AREA ARE HEREBY DEDICATED / I1 - \ TMP: 056K0-00-04-63800 - \ \ TO ALBEMARLE COUNTY AS PART OF THE GREENWAY / - - M - �_ .95 / OWNER: FOOTHILL CROSSING, INC \ EXTENSION, IN ACCORDANCE WITH ZMA 2016000005. - _ / �2= 1.50 / / ACREAGE 0.46 AC (� SEE PROFFERS FOR FURTHER DETAILS. ZONING: R-1 7B, GREENWAY \„ p I %I / Cy1) AREAQEDICATION EXISTING CROZET 64e- DOG PARK \ _ l \ �� \ \ EXISTING CLASS B TYPE 1 PRIMITIVE / 4 _ - - - -// \ TRAILWAY INSTALLED ALONG THE /� L=1 6.94 s Y /�/ - �' N GREENWAY AS SHOWN ON THIS PLAN , , / / \=5 0 N TMP: 05600-00-00-05500 �� #� \ \ \ \ / v v - - - - - - - - - / / / / / / / / /� \ _ - Q OWNER: COUNTY OF ALBEMARLE,+ 1 �I v / A \ _ -- v \ - ,\' \\ EXISTIN i �\� \V / A v _--- TMP: 056K0-00-04 ZONING: R-4 OWNER: FOOTHILL CROSSING, INC �1 CROSSIN� ACREAGE: 2.19 AC FOOTHILLLu DB/PG 2397/431 ACREAGE: 0.46 AC II PHASE JEXISTING TERMINUS ZONING: R-1 OF CROZET TRAIL EXISTING SANITARY v A, - - V A--DB/PG AND CROZET PARK \\ � NT \ GREENWAY TRAIL SEWER EASEM D.B. 1997/PG. 235 v \ � - . \ \ / � �\ / % \ L w \ \ \ VARIABLE WIDTH GREENWAY- \ EASEMENT TO BE DEDICATED TO - - _=50 00 \ '• -� - �/ / / / �� ' -630 _ - \ \� \ \ L J \ \ \ ALBEMARLE COUNTY EXISTING SANITARY _ A .. _ _ A A V A A WITH EASTERN AVENUE PLAT \ \ \ a�� V s vv v //EXISTINGv s /�/ / v v VA VA SEWER \ \ / j / / / / \ \ VV�SWM- \s VARIABLE WIDTH SWM / / TRAIL \ \/"//�/ / �/ \\ \�\\\\ AccEss & / () �- \ \ MAINTENANCE, \ TMP: 05600-00-00105200 4Si° `- FOREST AND OPEN / g //` / / \ \ \ \ - � M 1 \ OWNER: FRAZIER, GEORGE B OR JANIE E pp' SPACE EASEMENT / / / / \ \ / // / // \ \ \ �� P sa, i D B5075, PG 664 - 262 V ACREAGE: 2.81 AC 2 s \\ / ZONING: R-4 ,,3ss � -.� _ _ , , � \ \ \ EXISTING PEDESTRIAN AN \. � ' � / / / �� \ \ \ \ \ - - / w I DB/PG: 948/017 ��� / / \ \ TUNNEL UNDER THE EASTERN CONNECTOR- v ROAD PLAN EXISTING SWM EXISTING �i FACILITY v� _ _ - ul PRESERVED \\ 111LLI \ VARIABLE WIDTH GREENWAY \ Jr \ \ \ EASEMENT DEDICATED TO /SLOPE TO REMAIN + \ 1\ \ '/ \ \, \ LLI ALBEMARLE COUNTY // /_- \ \ \ \ - \/ DB 5075, PG 664 _ i \ \ / LL LEGEND: �r � � � v � ��_ - / � / / `�Ii "24 \\ / i- - V) GREENWAY DEDICATION AREA (THIS PHASE) Nss"97 Lu GREENWAY DEDICATION AREA (FUTURE) Cs s""'T" SFWER SEMENT SWM FOREST AND OPEN SPACE EASEMENT \ \ �� \ �s - a as 187E �" E -$3 PRESERVED STEEP SLOPES \ \ \ TMP: 05600-00-00-04800 p�42•! %N86°43'S "W 199.68`±- • ,\\ �• I • ."?�I -I- \ OWNER: HEVENER, RICHARD LLOYD II ZONING ACREAGE: 1R4694 AC Acsn 56 e 20' ACSA UTILITY UTILITY 41 42 E 428' \ 9 Tc EASEMENT EMENT I DB/PG: 660/210 a 2041 Pc I / GR��HIC SCALE D.B. 2041/PG. 676 676- y _ VARIABLE WIDTH - h L V -I- - GREENWAY EASEMENT 0 \`'. 25 s0 100 200 I _ _ _ ITMP: 056HO-00-00-00000 NOTES: I \ - L -IOWNER: COUNTY OF ALBEMARLE IACREAGE: 1.08 AC 3 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED \ I IZONING: PRD ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005, ( \ I I I 2. PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY AND 1 inch FEED fi \ iDBIPG: 4081/081 III EXISTING STREAM 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 CHORDDISTANCE1 LINE RADIU I LINE LENGTH Cl N08°42'07"W 208.55' 1 570.79 1 208.56' C2 N10"25'22"E 469.14' 1 469.5 1 491.24' C3 N47`20'56"E 27.57' 1 87.5 1 14.34' I \ _ EXISTING PORTION \ OF EASTERN AVENUE _ _ I• 20 TEMPORARY GRADING �.- �• ✓� 1�1./_ VARIABLE WIDTHPUBLIC DRAINAGE EASEMENT _ - - - ry 56K00-04-000A0TMP: Q - OWNER: FOOTHILL CROSSING, INC Ur } - ACREAGE: 2.78 AC ZONING: R-1 ® CD DB/PG: 4769/262 _ CD �I 'I III = • ��+ ��Y, r. 20' ACSA SANITARY "T"LFFY L - _ - EASEVENT -_ - - SEWER EASEMENT B-2 41 P�- - _ = D.B. 5355/PG. 737 . _ - - EASEM NT EXISTING WEST s 737 - - - - - LAKE HILLS L FUTURE CONCRETE CULVERT PHASE I \ AT STREAM CROSSING / \ , DEVELOPMENT a_ 0 7 O O 1 0 LIJ H� W Z^ z Ila- Lu ��1 N V / (D -j 06 I -I r^ = z p O Oo Q O V O z L m w W rJn V G w a Ln JOB NO. 112066 SCALE ill =50' SHEET NO. 2 1 v � y � GLENBROOK AT NOTES: AFFORDABLE UNITS SHALL BE PROVIDED WITHIN THIS DEVELOPMENT IN ACCORDANCE If v - FOOTHILLS If PROPOSED GARAGE (TYP.) �1 ��� WITH THE APPROVED PROFFERS. SEE PROFFERS FOR FURTHER DETAILS. v \' i8'xzo' MIN. ` / PHASE I i h�xh�0�, � z. PARKING ON ONE SIDE OF THE STREET ONLY PERMITTED AS SHOWN ON THIS PLAN. \ / \ ; 3. ALL STREES TO HAVE PARKING ON ONE (1) SIDE SHALL HAVE NO PARKING SIGNS LOT 102 ` v° _ i ov \o, LOT87 ��� �� INSTALLED ON THE SIDE PROHIBITING PARKING AT A SPACING OF ONE (1) SIGN EVERY i5o'. V A,PROPOSED DRIVEWAY TYP. qti ���. o°� ( ) 5 LOT EXISTING EXISTING v 12'i8' MIN- ��P 162 ti'� OPEN SPACE GLENBR00% AT LOT 103 o OPEN SPACE FOOTHILLS LOT 112 1 LOT 111 PHASE I � LOT �`�� r� o I LOT 110 LOT 109 LOT 104 \ A� R` ' 15 �� xh LOT 108 i .z5 PROPOSED SIGHT v 163 P��y e°��e� LOT 107\ \ d, i' BEHIND SIGHT LINE 6 S,qO� ,o I LOT 105 \ (STANCEEASEMENT\\ '9 \ ti5e� \'1 / QzD \ \ o A�• 0, A LOT ��� �ti x ° � j cp � A ', / As• 164� ti�i G �� - LOT 106 v A� TIE-IN TO EXISTING F CLAIBOURNE ROAD/ • ---- = - - ; ' STA. 12+38 _ HE'ATHERI'IELD oo' STREAM BUFFER �. �O O �' ° �O �� LANE ��� LOT �M <O��o / °x� t�OPQ�O LOT 155 ��L7Lyg� - lA SCOTT/R. G-LLINSZ �`• U Lic. No. 035791 xxx 10 1 0/26/20 �4 IONei. 8 s Y� �C �6� C\ p To a 16 �J�Op 9 (TYP.) 5 y ROPOSED CG- D ENTRANCE NO PARKING SIGN (TYP.) o P LOT 156 \ �e s• O O PARKING SIGN (TYP.) xLu Q OQ ROPOSED 6 PLANTING STRIP _ I v E O a LOT 157 �9pO z �T ��� /> - PROPOSED S'CONCRETESIDEWALK LOT 158 O ` LOT o F6 /� LOT 159 (�/ ` i // H z b i8' MIN. DRIVEWAY FROM GLENBROOK AT / / > " ' 2p ti° F%o ✓ LOT 160 U) w 9 R ,/ LOT GARAGE TOS.D_ESMT x°° / FOOTHILLS- j y �s ��! GLENBROOK AT LOT 161 ti°� PHASE I 1 � � PROPOSED DRIVEWAY (TYP.) FOOTHILLS i V PROPOSED STOP SIGN Sxs ` n A °'� / PROPOSED SIGHT PHASE IIA / W LOT ISTANCE EASEMENT i' BEHIND SIGHT LINE PROPOSED 167 LOT 113 < � � / - � LINE (TYP. � 4�\'' LOT LIN 208 i h° Y °o; i LOT - zo• o o° J� m� EXISTING Q� / / 168 `( l sErBQCKfrrR ° - $z . Q� .e� °�� OPEN SPACE �y / o o /Od o s EXISTING 5 r �OPOSEDSTREETSIGN \so LOT ; / - ,<, pc, o p oP 'So ROP05ED CG-gD ENTRANCE (TYP.) �x h� ti `� 30' OPEN SPACE PROPOSED CG-iz (TYP.) sue, s'yi✓ _ 169 - 22 ti �S` sz, V A '� LOT 207 / �S' A ., SEKB COON' r / ` 2S• �" LOT , ,. s M KIT % s Mqk 1, ,/ / - - PROPOSEDGARAGE (TYP.) 170 o x8'xzo' MIN. A_ 6 o j I-- DRIVEWAY `L %i / ? '---- I PROPOSED AY (TYP.) ¢ � 9 RFv „ / ro .z s �\z 2 Ry w 1 2 LOT xy Fj F/p / I ------- --, iz'i8' MIN. \ I o r4 206 5� as s v NO PARKING SIGN 173 o _PROPOSEDSTOP4 R F fb o , / e m 8 io+oo z+ 4• - / iL10T 11 LOT / a j , PROPOSED GARAGE MIN. SIGN / R// 7 I I 175 lol o i8'xzo' MIN. ti /�°P NO PARKING a - - 34 n / 61 w 4 ) _ "/ LOT yo ` Ln _, o L NO PARKING SIGN (TYP. I I 176 PROPOSED C - ENTRANCE ) 205 11 / GN J LOT 2z+so - - -. / �_ j , , - I 7 / ROPOS G qD E ANCE (TYP. SI ; (� \ , q PROPOSED CG-qD ENTRANCE (TYP.)' / z9;. n + .� 20 � -` 9Ti.=z-&o*• ii_ o° n ROPOSEDSTREET_SIGN, � r" ' _ � i' / s A / 7+ o .-vim z3+o _ - -- -- ° i� - ROPOSED STREET SIGN PROPOSED CG-iz (TYP,) �� ti /' : zo+� •4� S; D zeo.. � 1 PROPOSED 5' CONCRETE SIDEWALK-��3+50 f p 40' n -1 o ti B { / PARKING PERMITTED IN THIS AREA PROPOSED STREET SIG +^ o a �.p, 80 - - ?y+oo__ o ROPOSED STOP SIGN PARBOLEDA DRI - 25+00 M 7- 96 E-QPUBLIC ROAD ( E z5oo'R - 25 So y + 6E� /'n \ I • l \ E/ i OT 4' PUBLIC R/W) / - - _ z6+oo S.D.,-53' * z ' - PROPOSED PROPOSED CG-iz (TYP_ -z6+5o _ ry Cy) 0- z SS, 4 �9 , h N ' 1 LOT LINE (TYP.) 1_0 9 \ LOT z 95 _ ry 7� 44p\^ ' 203 / n 4 R b PARKING PERMITTED - ��' P n S O i - - _ Soo R a�+oof 0 \ ° / R _ ;l_ IN y M 39 M N 194 PROPOSED MAIL IOSK _ ' , n a z _ / i / I ROPOSEDSTOIPSIGN ACK(ryP1 33' z8, /PROPOSED MILL & OVERLAY. i I vyR NO PARKING SIGN (TYP. S E E/ -I� Il_ ----- -- PROPOSED STOP SIGN \ /P- 4?' �- SEE DETAIL ON SHEET 6. -------, \ Im LNO OTPARKING SIGN (TYP p 4a p v\ \ f PROPOSED STREET IGN m ^r I _- zs X FRONT I - \ CG _ - _ io _ > i `' m ' I _ _ zo = ' o° _ q + 1 Y' �� 202 a a LOT ! _ _ _ LOT _ I LOT 'Q I , - - l�7 13 11.37 180 io , ( ; � - ' N ---- 9 _ s'sloeser h o _ 1 6 I (� r w °� 179 ��� LOT LOT o \ 1�BACK/Tva.)' 48R „ QQ�¢ - _ _ I >�--------- I 178 I� Iw / PROPOSED CGaz(TYP.) Q F-� ' GREENWAY' - - - I I i p v ;' a 177 I \ % 1-4 PROPOSED 6'PLAN TING STRIP ,-- <_ v - , LOT o W V A - DEDICATION_ Y� �i ioo' - _ li AREA 193 n3 �NO PAR�('------- `- - ) w Lu 2.7zoREARSETBACK R , KING SIGN (TYP.) _ ) - J LOT '� \ o LOT PROPOSED GARAGE (TYP.) M p o - _ I \ 6' I EXISTING CROZET - . o a __ �� .zz 56 y6' - - i 2 \ ,� z8'xzo' MIN. ___ I O o � _ \ DOG PARK ` �� \ \ 201 / \ R0197 KIh II I a PROPOSED DRIVEWAY (TYP:) 3 zi' - 5' I LLI O' \\ \ �\ -• %• - PROPOSED 5' CONCRETE SIDEWAL (^ a _ 'i IN___ - Q II \ LOT 29IF OPEN I /� 1�52 ° I , LL 7 I o SPACE I O /� sere {iYPh ��A / //_ _ �z3_ - - _ m LOT _ �� LOT /�� V L9 A / U) \ . LOT - \ / ----- m 181 I 1.82 / \ \ 200 / z M xFRONT LOT \ PROPOSED UPLANTINGSTRIP I °� I I I FOOTHILLS Q J A;' / sere cK(rvP.) 1 8 / /��, I CROSSING Z J \ \ NO PARKING SIGN (TYP. 9 I I I 1 ' \ F�1 } PARKING PERMITTED IN THIS AREA LOT �° d� I l_ -,' / LOT \ i PHASE IV U Z Q VARIABLE WIDTH GREENWAY OPEN SPACE HEREBY �99 /' I LOT _ �p--- - I I - / 1$3 \ m J DEDICATED TO ALBEMARLE COUNTY V \ / Np.l PROPOSED id' 191 ��v' r- < D AS PART ROFTHEGR GREENWAY EXTENSION. TRAxLWAY1NSTALLIEDt' / __ ___- __ \ zoR4ARSE�eNOKI ACCESS EASEMENT �L �RI�R �, 0 �i�A� ui O SEE FERS R DETAILS. GREENWAY EASEMENT (DB.5o75,PG.66q) ALONG THE GREENWAY AS /' 1 -y36� % o� 100 i I ~ O \ SHOWN ON THIS PLAN \ \109 �, �� �Sk �' 0 PARKING SIGN TYP-) �� �' \ \ ALL ' oo STREAM BUFFER \ �'� LOT p y�x�' LOT ,i 1 1 �71 C. - - Lu LOT LO•REA BUILDABLE LOT LOT AREA BUILDABLE \\\ �\ PROPOSERS' \ \ �9p j / QL 48R , • -�I 184 �; m �/ ! - W \ PRIMITIVE TRAIL PROP OSEDCG-9DENT RANCE(TYPJ` O NUMBER SF AREA SF NUMBER SF AREA SF \ s" -'' �'- s. - I F2o' LANDSCAPED BUFFER OR DOUBLE FRONTAGE LOT 162 5,886 3,676 186 8,661 5,408 ADDITIONAL GREENWAYdid Y U) 163 5,316 32,48 187 6,339 3,686 EASEMENT OVER OPEN SPACE s - LOT LINE (TYP.)-/ -xz3_ I PROPOSED r ALONG AVENUE 164 4,973 2,972 188 7,054 4,232 AREA FOR TRAILWAY CONNECTION , \ �\ \ , PROPOSED 5' CONCRETE SIDEWALK \ / j 165 5,525 3,456 189 6,395 3,940 s OPEN - LOT �'�• �� 1 �\ LLI 166 4,796 3,060 190 7,735 4,886 SPACE ` \ 189 /�� , V LOT 167 4,811 2,871 191 7,743 4,942 C ° 3�' \\, 185 % / I / J Q I w 168 4,727 2,813 192 5,811 3,604 o,'�- 169 4,705 2,781 193 5,734 3,561 PROPOSED \ \ / / a i E BA KRO Pr O J / ---- 170 4,703 2,776 194 5,683 3,513 P)L (TYP.) - ��9, / , C) V LOT-- - / EXISTING ® CV \ / SWIM 171 4,834 2,874 195 5,702 3,580 \ EXISTING � \ `� 188 `� ;� SETS CK (TYP I 1 LOT \ \ � / h/ / II + FACILITY \ STREAM � � ' - - \ � � � � , 172 4,969 2,961 196 5,926 3,747 � h , � 173 5,707 3,289 197 6,489 3,821 �, \ ` /o LOT \ 186 174 5,734 3,922 198 8,238 5,060 \ `�„' / /�� I 187 175 5,243 3,188 199 7,017 4,029 \ \ / \ \ \v ADDITIONALGREENWAY 1 1 - \ 0 176 7,516 4,924 200 6,682 3,771 EASEMENT OVER OPEN SPACE zp REASEr _ _ 1 a N 177 4,982 2,995 201 6,802 3,840 \ AREA FOR TRAILWAY CONNECTION / OPEN 'S JOB N0. 178 4,894 2,907 202 7,239 4,458 zp' SPACE 179 4,985 2,972 203 5,078 3,039 p go' B d ' 4 I.CRAP IC SCALE `ems -36�!°� - - T 180 5,433 3,296 204 5,049 2,969 s � _ _ - 112066 SCALE 181 5,324 3,237 205 6,309 3,791 40 o zo so 160 EXISTING VARIABLE ��� r'' " c P . A 182 6,673 3,862 206 6,527 4,100 WIDTH SWIM, FOREST AND �\ / ' , ' y/� ! 20,ACSA • ° d 1 "=40' 183 6,774 3,987 207 6,012 3,705 OPEN SPACE EASEMENT i sANiiARY 184 7,229 4,343 208 5,687 3,481 ET> DB.5o75, PG.66y \j SEWED ' (, \ / SHEET NO. 185 7,693 4,732 209 5,295 3,242 1 inch \ \ EASEMENT NT DB 535E PG (a v- 3 f` vy yy / GLENBROOK AT / FOOTHILLS - y,. Q� r-- _ _ _ — _ - - _ NOTE: WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE TH 0 v ° - - — - - � ' ��x�` c,'�. I -- _ — — _ � MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL HA \ , ° SE I i _ BE PROTECTED BYA BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE O 1 / \ EXISTING 8" DI WATERLINE , \ — — _ — BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING \ / ` LOT EXISTING �I EXISTING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM O 162 OPEN SPACE SCOTT R. LINSZ ` x°° OPEN SPACE I I GLENBROOk AT MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. U Lic. No. 035791 �' i y3 I � � - v r / XISTING FIRE HYDRANT FOOTHILLS p1 /26/20 q I -zo LOT 112 1 LOT 111 LOT 110 PHASE I MH LOT 104 n —_ LOT 109 v i v i v v \ PROPOSED zo' ACSA LOT / ° - / I I LOT 108 I I \ 3 ---_ LOT 107 I \ � SANITARY SEWER EASEMENT T 16 .5 1 _ _ I I I i , A > I In \\ 1�p PROPOSED 8"SDR-26PVC(TYP- A ;� Ra �' — _ --� v i ii �' i i v v i d ,, < ° / / A`� LOT --------- �� LOT106 i i� / �o PROPOSED:w ACSA \ 16 1 PROPOSED CAPPED 8" Z.\\ SANITAR SEWER EASEN00 4 PRASOSEDFI E 8Y�6 TEE�°o�\ ,5 Ei OP i LOT 155o 165 e i OPeoS �� TOOEOX EBLOWOFF&IIIRLINE / _ — - o "� LOT156 // �I v v q �! v i 0 / titix° LOT157 -- — -- y ° <� '� v vv // ti a a PROPOSED 8"CL5zDIWATERLINE/ �-y?" / �yo LOT 158 I ----- L _ �\ �� v vv vv i� / / uDi m LOT ° �� I LOT 159 --__-_ i ROOK AT `� 1 —� / ----� b � /\ \ \ / Z W / — v ` GLENB / ❑ In h LOT 160 �\ i ` / / GLENBROOK AT III / �_ � � v ` > z MH 18 //� �- ��,/ / FOOTHILLS - FOOTHILLS - / / r/ I I / i--, / LOT161 v PHASE 1 / �"� z \ a LOT ti PHASE IIA ' XISTING 8" DI WATERLINE w sx / Tl �- So° �� /i MH 1 166 ,: / PROPOSED SANITARY SEWER I -- ------ I I EXISTING FIRE HYDRANT \. ,v LOT113 V 7 — , 5' MIN. HORIZONTAL SEPARATION REQUIRED x • '\ ,, � / SERVICE LATERAL (TYP.) BETWE N WAT RLINE &STORM SEWER ._ LOT % A i / ' \ REMOVE PLUG & TIE-IN TO i v / EXISTING �� �. LOT A ,� A �i. 167 / — -- —__ EXISTING 8" DI WATERLINE /� oxh° i� OPEN SPACE o� / / j LV x 1 � � EXISTING \ � / � Q li V / , , / LOT OPEN SPACE�� 5 PROPOSED S x8"TEE S \�� PROPOSED 8' SDR-z6 PVC (TYP.) Q 2- \ & (3) g�� G.V. 2i � 168 I i -_ � ✓ v z �' i / �O PROPOSED WATER SERVICE (TYP.) ox / r / , — — �,<x11 i/ LOT ° A LOT PROPOSED zo' ACSA '-� PROPOSED 8" CL 5z DI WATERLINE \ �` \ I r — — y PROPOSED SANITARY SEWER MH 12 20 \ ` MHr16 6 SANITARY SEWER EASEMENT — `'' Q0e I 8 / /+ , r- e TER i ' I � I O ,SERVICE LA n1 ° LOT � � � LOT � � ' � Via, � LOT '- / � / - — PROPOSEDio'PRIVATE 206 �/' / TT o �_ �_,. r� f -(l 0 1 jl LOT /. ,-- PROPOSEDio ACSA I ` SANITARY SEWER EASEMENT , -- �7 / 1 1 /`� 172 \ \ s %/ . \ i z �� PROPOSED WATE SERVICE (TYP.) SANITAR WERiEASEMENT�, I 1 % Y SE PROPOSED 8 CL 52 DI WATERLINE \ �f M LOT a I22+00 L05 / �i - / / _ I i�.l EXISTING FIRE HYDRANT TO REMAIN. 20 /' PROPOSED 8 IS" TEE,' zz+ — — _ - d _ — — — 1176 CONTRACTOR TO MODIFY LOCATION AS \•� , ' / , O OG.V./ MSo - — i ,I- I �, I I NEEDF N \ / ____ -- PROPOSED 8" CL- 52 DI WATERLINE _ \ / PROPOSED SANITARY SEW ER LOT 20 z + — - -SERVICE LATERAL (TYP) z 8 G.V. 4 i -- 6 G. M 3 00 q o ti P RB LEDq pRIV — — — — — M H _15 , M OPOSED P E • a. JI � \ , PROPOSED FIRE HYDRANT o \ ( uBLICROAD z4+00 L \z i \ \ j ASSEMBLY w/6'x6 TEE / +h % - M_ 3+5o ��� 24+50254 , / _ M i LOT ' \ PROPOSED 6' CL 52 DI WATERLINE M z6+ 4411 PROPOSED io' PRIVATE / (, LOT 1 I I , -- 8 x8'CROSS M 27+o SANITARYS,WEREASEMENT / MH 11 \ 03J I I I � 194 PROPOSED 6"x4" REDUCERPROPOS \ � PROPOSED zo' ACS A' PROPOSED �8"x6"R�EyDUCER' — PROPOSED WATER SERVI I E (TYP- _ ___ � � � ' SANITARY SEWEREEDASEMENT ' 4� SANITARY SEWER EASEMENT / / I f — -_ l 0 ii I — ( II REMOVE PLUIG 8, Till - EXIS�N LOT o I �i EXISTING 8" DI WATERLINE. l41W- 202 i et LOT i �' — --� _ — + LOT -'� �� I EXISTING 8" G-V-TO REMAIN ��� -_I — 18o I LOT — 4' 53 I I ' GREENWAY I \ ' �a ; I p ----- ---- TARYSEWER 179 I i 1O8 LOT I I ' _ PROPOSED— CL DI WATERLINE o a o 196 _ I (PROPOSED 6" CL 52 DI WATERLINE I SERVICE LATERAL 7 i �77 ' I' + Q H DEDICATION MH 10 a -- -� LOT g I = ---- ' PROPOSED WATER SERVICE (TYP.), _ ` ---_--_l l PROPOSED zo' AC SA AREA. h I-� — _ I AR EASEMENT, �® 2.70 ACRES I �_ _ ---_ o _IT J�IEXIS SAN OT , EXISTING CROZET� V l -�' ROPOSED 4' 45° BEND DOG PARK �� \ 201 ro m �97 / �� i—_ - PROPOSED TYPE A,�I LOT w° I MH-6 OPEN S I BLOW OFF ASSEMBLY �. _ ' -� :�\. I Q—� — — �� s��\ - PROPOSED EAL ITERA (TYP.) MIN. HORIZONTAL SEPARATION REQUIRED s m I I �E \ / �SERVIC ATERAL(T P- A 5 ❑ LOT LOT 7 _ o \SPA', BETWEEN WATERLINE & STORM SEWER O a \ LOT i- — 0 on - • � v � � I�— —_ --1$1 I� 182 - — � `v 200 / / LOT z o I v / v LOT 198 I to & LOT LOT 18 A PROPOSED 8"SDR-26 PVC (TYP.) > \ V '� LOT LINE TYP- rn i I PROPOSED ( ) T ROPOSED WATER SERVICE (TYP.) PROPOSED WATDR SERVICE (TYP.) - �� s— — vmax �" 1 \ A \ s MH 8 LOT "> / - 00 ROPOSED 4" CL 53 DI WATERLINE LOT ( '; _ i I I 4 -_ � PROPOSEDFIRE HYDRANT � M 6110 \ \ s, PROPOSED2o ACSA ` \ \ ASSEMBLY w/6NIS TEE I u _-__- I \ \ SANITARY SEWER EASEMENT �\ v -- _ \ / PROPOSED6"x " REDUCER f>3' I \,4 \ ��> � 0 � PROPO ES DTYPEA ioo'STREAM BUFFER • . ' `,�,��h �� r / \ OPEN / yPROPOSED4"G.V: BLOW-OFFASSEMBLY� I SPACE LOT % \ v A 3.8924"4/5-13 ' v A LOT,PROPOEND '� \ vA/ 185 ! % PROPOSED SANITARY SEWER .. ` SERVICE LATERAL (TYP.) LOT,-------� / v \ 188 LOT z86 LOT, MH7 i� 187 i EXISTING FIRE HYDRANT - S I MH-z / s �y s > T , \ Lz _ OPEN SPACE \ \ EXISTING 8" SANITARY SEWER SANITARY PROPOSED D zo' ACSA �'� a — MH 3 ROPOSED 8" SDR-26 PVC (TYP.) ' \ ITARY SEWER EASEMENT N �\ \ EX-MH-ParksideVil-i-io G A SCALE \ i \ \ '` \ Y - 20' ACSA- , MH 1 I 40 40 sa 160 \ S \ - SANITARY - . ,.: ��\ - .'— �. - � SEWER EASEMENT I — \ PROPOSED 20ACSA \ DB 5355 PG \ ( IN FEET) SANITARY SEWER EASEMENT �___ 73T 1 iisch = 40 ft. - — — , - TIE -INTO EXISTING MANHOLE O N W O Q 'ko O D WITH E`RA CE MODIFICATIONS. z ~ Q � C'7 / M M 8 DI WATERLINE// � � CV O N I i2" DI WATERLINE i \ J I \ J \ / LuLu qz H FOOTHILLS LD O a CROSSING - I -j Cn PHASE IV Q J J z U I W I Y O _I � a U - _ F- Q LLI z LU / � / Q / I —I / 2 ~ Lu LJ J 0 O QD 3 6'AQUATICB J \\ �Z 8' SAFETY B F ylhL if • �;� ,�,,�JOB I d• :�->: � Ire,-r'��p� "IFa',Z11 I 11"11„�'ll 1 NO. p_ III /.. i•ni•�r�r��iiG�, —VARIABLE WIDTH 77 DRAINAGE EASW.A4,1 • 0 a c a P �'Q \ / �0 / / _ \ i 65 ° / GLENBROOK AT o r G� Q� \ YD-3A FOOTHILLS - PHASES v��, LvOTv102 PROPOSED 12"HDPE �� 60 YARD DRAIN SYSTEM w/ IVATE DRAINAGE EASEMENT // SC� " LI%N�S GZGAR 656.00 €XISTING \ \ FFF=65667 \ ��� OPEN SPACE EXISTING \ \ ' ' \ U Lic. No. 035791,E LOT162 y Mao 11 OPEN SPACE i� \ LOT �\ \\�' iii/ i� \ \\ o I I GLENBR00 AT 6� _ ° r'� FOOTHILLS - PHASE 4 10/26/20 w t \ - LOT 112 I LOT 111 LOT 110 I LOT 104 LOT 109 v v v i NAL 6 v GAR= sz.o0 v _ I \ LOT 108 ' v i' i 0 FFE=662. 7 _ S� o w n _-- LOT 107 i i ' v �' i��' i' �v v > z � LOT 105 � v w \I O / GAR=658.00 " / ,/ •�� _ - _ - - _ _ I / '' �x� V ' A V ' /� O 67 /. \ O _ 1 ° \ \ \ � 106 � 1 \ ' ` LOT 16 FFE=658.- LOT I - I\ 6 > wLOT 15 / °o 6.uu 00 FFET=6566.1 oA%x/ LO= LOT 156 „ - _ _ l I I- o� \ O 1 �` xo % / ' y �xhVi NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE �¢ a 4, �y 1zE ^< titi LOT 157 - - _ - -- _ %"� EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. r LO1 209 a i'-r �MuI .0 OT5-�I Li�, �yZ _ PROPOSED HDPEI LOT 160 GLEN:v � IzFFE s5ss> y w.n. m<� DIR sAw/ FOOTHILLS -PHASo asMT sas.a io'PRIVATE DRAINAGE EASEMENT 61GAR-655.33 GLEN AT LOT 1\i1 w FOOTHILyi- .. Q ] ss,.aa SEIIIA�� - - _ _ / 658�., w �' LOT 113 v� / // �� 0 GAR=656.00. "� Ox0 , �.. ,, i GAR=653.33 �r ^�.. YD-2A I �,p /// / x(.>0.. �`V /> // / o LOT 16 P 1 rr �� < 4.ti / o a'. / EXISTING / FFE=656.67 ," ,..: v .' - ,: / `�✓ FF=654.00 ', - _ / / 'r Q.A V A / / •_ v _ / / _ / c v ' / . OPEN SPACE / / Q� 6A / / / / ° v BSMT=646.83 %, 2 '� f - -- J i �C V - rp `v OT 208 i til° �, y . o LOT i68 / - - O o� EXISTING /� Q PROPOSED 12" HDPE Q / ce o =65158 �. / �� O P �� / eso. 5� 0 EN SPACE�5 5 ° =65225 � � �.' YARD DRAIN SYSTEM w/ `\ < FF �. LOT16g �� , �p D_2A r � � i/ '� � Y � io' PRIVATE DRAINAGE EASEMENT .� ." ,• GAR= 55.00 ;.� x F ,.� V '� , l , FFE=655.67 , �:� y MIN.HORIZONTALSEPARATIONREQUIRED �` �:''� � �' / ' I 5 BSMT=645.83 �: ...� ,;.,, , �^' �^..^ A,i /� r � i._ FF=651.25 � � LQT 170 - .. ' h� . � �. � � � d BETWEEN WATERLINE & STORM SEWER,' / �.,, � \ �; 'r ; / / 5 / - �/ 6 AR=650.58 LOT 1 1 S' /h� x/ 11 z�xo 106 FFE=sst25 ] / PROPOSED DRAINAGE SYSTEM �y� �5 / o LOT17z i ---- __ I - v �� GAR=654.67 j / r, 1 - r r LOT 173II I -.'� - , YD-1 / / - m r GA 651.58 / FFE=655.33 ,. / / �\ �� V �_ � � / �, .FF=652.25 � r GAR-852.58 I:f �� o =653.25 ' /GA=653.58 1o�APROPOSED DRAINAGE SYSTEM OT zo 4L //-_s_5a.25 LO_T_ i74D-z . o AR=654.00 FE=654.00 FF =65467 GFFA==665554.0.303 - w o BSMT=644.17 � o LOT 205 LOT 204 So L / ,_ I jI { � FFE=649.67 r \ _2_ _J _-----------_ I.. i+,4 4 Iv-/// / i� oaoseo DA DRIVE 24+00 __:-,- - z4+5o' / 5O 25+0o I - SZZ9uu 26+o\7 /_ 7IIp'-T1M- 6 -.-. ' / /_ fi° __ _ __ � _ i i 0�, \ - �. 19 i i � � O 4tjP a� LOT z03 / ° PROPOSED 12' HDPE GAR=ss2.33 1 6 -- 2A I Z o ry 8D YARD DRAIN SYSTEM w/ FFE=653.00 1 - _ __ !t r i ` 10' PRIVAT! DRAINAGE EASEMENT -- -- ' \ so LOT _ ,, •� \ _ - I i GAR-648.00 `' 5 6a 5 i LOT I FFE=s48s7 so - , `. LOT1 6 : / 0 18o I LO \I `I 1 '- TIE-IN PROPOSED DRAINAGE SYSTEM n \.....'' / BSMT=638.83 r 9 _ �� I _ '___.-__ --.` i-r I 179 ' - IN r 1 N ° GAR=653.50 ) i 8 I IL TO EXISTING STORM MH O r Al u \ - r _.- V - GAR=648.67_M, I _,, GAR=653.83. I ] v ♦- r m r - - ' -I- 1 _ I_ _ ,y j FFE=654.17 ..LQT ' :. a i :I - - FE=654.50 r : r \ \ \ \ r _ J O \ _ \. GAR=654.33 I v 1 L N > \ \ \ � '� / O QQ \ FFE-649.33 I T_ I h I i i // \ \ F I 77' l h 1 O I 'I FE=655.00 FFE=654.67 /r '/ N \ LOT zo2 i ry / � + I + Q y %( / YD A PROPOSED 0. PUBLIC I / EX-96 '( _ _ / / N o �'-- -\ o DRAINAGE EASEMENT PROPOSED 1z HDPE \ - a \ .p I ry / � a 1 i -� - --__ �, - - 5 GA-650.00 3 � r j `__ ,i I 4 5 GR DEDICATION d - Co W u DEDICATION �-� /" � I-------- - `,,. AREA a° �- ' �� ) _ LOT i93 22 I ! _ ----- YARD DRAIN SYSTEM E �� j -- �� - YD 5 - EMENT- O� A Q I�i ) �_ 2.70 ACRES r / _ . r � + z1 - I - AGE E \ � > H� Z --; "�" - \ GA =646.6 ' \ i it / _�_ -- -.�i� _ - -.ti __ �9 N18 % I o r ---GAR=647.00 ras. �,I I - - - 5 - 10' PRIVATE DRAINAGE A$ I < c \ ` \ \\ 1., - \__ \�\ �r BSMT=637.50 �\ \- o •� / r, FFE=647.67 / I - _ �_'_. 20 a - - _ - I II / / i w Lu J o EXISTING CROZET ' o s -- - \-c r DOG PARK \ \\; 1, \ ' LOT zo1 ? ry _ 97 6 �92 3 f - - s x w LOT1 �: LO I �OPEN GAR-646.83 SFFE=647.5044 I _ 1 . _ • ' 1', GAR= 45.53 _ MIN. HORIZONTAL SEPARATION REQUIRED + J' 7 . / - I� ---- 5 o-: o m YD-46 / - FFE=64s.5o BETWEEN WATERLINE & STORM SEWER O a GA - 4 1 I Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) 16A 30 14.5 33.5 40.5 17 30 17.8 40.1 40.5 19 30 17.7 39.9 40.5 Z > W 0 v, o Lu Q a z BSMT=636.67 'i- - _ - - \ _ ,. O p'. R-6 3.50 'r,i FFE-64417 ' , saz \ - - -.., \V _. .� - O I 1-1 0 f f GAR-643.50 / i �( 4 BSMT 63667 _6 iL-=' ,� "' FFE-644.17 FOOTHILLS ` o LOT zoo FFE=646..8 GAOT lg8 - II \636 -- s/ o LOT i > i LOT �8z / Yp_4q \ _ \ _ i - - CROSSING v / 3 PHASE IV / m 3 I I ii BSMT=636.1 , FFE 8 4.00 i6B z I i PROPOSED O 183 � (V LOT LINE(TYP.)°n / FFE-643.50 �- S _. _ _ _ __ - { 0 EX-88 i -ii GAR=642.33 / _ E S �. AV BSMT=---.67 �'\ �V \, a '; FFE-643.00 'i I _ � / U -t LOT Igo \ z6 �I I // "o _ ul LOT 8 4 i � Ills t QPEN - i _ -- \ FFE 642.00 /\o v, z SPACE 1 2 100' STREAM BUFFER���� / V / GAR=642.17 -_ A . _ O w OT i8g v ��, �� " FE=642.83 V I TIE-IN PROPOSED DRAI AGE SYSTEM 7 :2 - L i \ STORM �BSMT=633.0o i O EXISTING DIN ' � _ J T EXIS IN � �J,J APROPOSED DRAINAGESYSTEM �i��, L I T 185 , GAR .67 33 I'I - ��Qrr�� Lu 0 ` \ - a -I wigs ��. �'•.. BSMT=631.50 40„ > a L - BAR=640.17 6 0 FE=640.83 / / m s�\v ;' OT>88 GA 6407 BSMr=s31.o0 _ 90 EXISTING SWM FACILITY OQ 1 � -FFE 640.83 1`'{ (nn m BSMT=631.00 LOT186 V -� N o LOT 187 EX-gz In /-_ \\�\ - 6'AQUATICB J o ;I1 Ci �F �. OPEN 1 , \ v• s" �� ���� s / /� SPACE �• I w w A \ \ 6157 8' SAF JOB N0. w 112066 GRAPH11' SCALE ° ao a zp ao .� ea ,ea �. - . N- SANITARY / -'�, i. _- �- SCALE _ >. _ �� - �.' - -- -- SEWER I ER j / r fiRAltt+AGE EASE 1 =q • __. _ M � � HM o 5NP-G O' VARIABLE WIDTH UB I „ v ( IN FEET'ems - .i37, i -';-� - / �•.,1N !€L. SHEET NO. n 1 inch = 40 ft. , Table 4: Pavement Design (VDOT Pavement Design Guide) NOTE: -ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. GENERAL CONSTRUCTION NOTES FOR STREETS: -A i" BINDER COAT WILL BE PLACED OVE . I THE STONE TO HANDLE CONSTRUCTION TR I AFFIC. 1. CONSTRUCTION INSPECT70N 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 COMPLET70N 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 7HE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN -TNE Si MAX LIFT THICKNESS IS z , TINE ADDITIONAL LIFTS MUST BE PLACED 3. 1 EAR APART PER APPENDIX III ur Pavement Design THE 2028 VDOT PAVEMENT DESIGN GUIDE. RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface It a Base b a Sub -base h a Dp e ge ClaboLnne Road of Park Ridg ( 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 Giralda Court 94 0 94 5 5 6.20 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TONote: Contractor to re any existing pavement Deinguu=a anacoorcunate Yam VIDOI onupgracles to geometnc design standards to ensure the above spec cations are met an 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 LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCAT70N 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 EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.- 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, EXIST. GROUND SHALL BE STRICTLY ADHERED TO. d 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL -\ -- SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL EXIST. GROUND OF 7HESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. RIW M f G� ON -STREET PARKING m RIVI ONE-90E ONLY STREET (WERE INDICATED ON STREET F/4,I ' TREE 1,1 TREE .. T/> ; f r/s'•r' T/�''r' �T CURBCURB T S10EWAU( PLANRNC STa/P G ZiTER TRAY WAY IRA 11 a5 AY G UrTER PLANTING STRIP SIDEWAY i 6. Ulf -��4• a/w TYPICAL PUBLIC 6]TREE'T S2ti:'TION pffxworom =41BOURNr HeAPHFiELD, SAUNDE)?S HILL, BETHANY, ARBOLEbi CIRALlJAJ PARKING ONE SIDE ONLY NOTES: NOT TO SCALE DES/CAL SPL'ED=25 i 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. 2, STREET WIDTHS SHALL REIN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET 3 FOR NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE SURFACE COURSE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL BM-25 TRANSIT70NS AND GRADE SAG POINTS AS SHOWN ON THE ROAD NTERMEDIATE COURSE - PROFILES. COMPACTED AGGREGATE 13. A VIDEO CAMERA INSPECT70N IS REQUIRED FOR ALL STORM SEWERS AND BASE COURSE, VDOT #21A CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECT70N SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES: GRADING 1. THE LATEST EDIT70N OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTAT70N SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF )THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REA40VED FROM THE ENTIRE 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 07HER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOL 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) 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 W LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS 07HERMSE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T 1. AN ACTUAL COPY OF 7HE CBR REPORT IS TO BE SUBMITTED PRIOR TO 7HE PLACEMENT OF 7HE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS PRIOR TO REQUIRED GRADAT70N FOR TYPE I lI III Q , OR PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAILED 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. YID.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTAT70N SPECIFICAT70NS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL -" (TYP.J FFDMPTH VEMENT CHART OF.EACH ENTCOURSE COMPACTED__--"- SUBGRADE ASPHALT PAVING - ROADS NO SCALE 4" COMPACTED CLASS B - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PA THWA Y DETAIL NO SCALE TACK COME THE PROPOSED CWSTRCTIfN JOINT EXISTING ASPHALT LAVERS PROPOSED ASPHALT LAYERS ___-___ EXISTIND SUBBAE - PFOPOSED SUBBASE __ COPACTED 9A2RALE CONSTRUCTION JOINT DETAIL ® REMOVE BOOSTING ASPHALT LAYERS TO E OSERM SASE AND REPLACE WITH PROPOSED ASRULT "BEIMNG LAYERS ® PROPOSED MINIMUM 11/ NCH THE( ASPHALT SURFACE COPSE ISE WITE 53 • NXINUN 12 NGEB Ot GREATER AS NECESSARY TO ABUT THE RACE THICKNESS OF EBS ING ASPHALT LAYERS AS EIERYPEO B'I CORES )SEE NOTE 3) NOTES - 1. ASPHALT PAVEMENT VANISHING BILL HAVE A PAVEMENT DESIGN N ACCORDANCE MRH GUNFIGHT MOOT PROCEDURES AND SE APPROVED BY TE ENGNEEH 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SIAL MEET OR EXCEED THE DEPTHS AND TYPES OF THE DYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSES) PAVEMENT SMALL BE ADDRESSED IN TIE PAVEMENT DESIGN. ]. A MNYNI BE THREE CORES 91AL SE TAKEN ALONG THE GENDER OF TIE ADJACENT IMVH- LINE TO DETERMINE TIRE RETIRE AND THICKNESS OF METING PAVEMENT LAYERS. THESE GOES SHALL E SPACED NO MORE THAN 500 DEFT APART, 4. THE ADJACENT TRAVEL LAX SHALL E MILLED A MINIMUM DEPTH OF 1 %. INCHES NB REPLA£0 WEH AN ASPHALT SUPREME COURSE TO MATCH THE PROPOSED PAVEMENT WIGDNG SURFACE COURSE, UNLESS WAVED BY fiE ENGINEER. S. THE ENGINEER MAY REQUIRE THE MILUNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PARENT CROS9'SLOPE MD EFFECTIVE SURFACE DRANAGE. 6. WSTNG PAVELEND MARKINGS AM MARKETS WDMN THE PROJECT LMNS SHALL BE RESTORED SUBJECT TO THE ARIDVA. OF TS ENGINEER. ]. FINAL TRANSVERSE PAW 1MENT TMFN SHALL CONFORM TO THE REQUIREMENTS OF SECTION MARICID OF THE SEORCATBH6 EXCEPT THAT ALL MKS AT YEAR LOCATIONS SMALL SE TEETED USING A D BODY STRAIGHTEDGE N ACCORDING: WHEN TSE REQUIREMENTS OF MOTION 325.OTIN E THE SESP XFOMS. ASPHALT PAVEMENT WIDENING REFERENCE 6_.Ii_ FOR WIDENING SUBJECT TO TRAFFIC 3D5 VIRGINIA DEPARTMENT OF TRANSPORTATION Jn STRUCTURES THAT DO NOT ENHANCE A ROADWA S 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 NOTE: MANDATORY INSPECTIONS ATTHE FOLLOWING PHASES ARE REQUIRED FOR ROADS THE STREETS RIGHT OF WAY. THAT ARE PROPOSED TO BE STATE MAINTAINED: ALBEMARLE COUNTY I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. GENERAL CONSTRUCTION NOTES ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC BEFORE BEING COVERED. RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 7HIS PLAN AS DRAWN MAY NOT ACCURATELY iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES PLACEMENT OF ROADBED BASE MATERIALS. OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS NOTED. PLACED. J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WiTH THE APPROVED EROSION CONTROL PLAN AND SHALL v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA MULCHED. PAVING COURSE AS SOON AS POSSIBLE. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.- 1 OR BETTER ARE TO BE vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION ACHIEVED. AS PART OF THE FINAL INSPECTION. 6. PAVED RIP -RAP OR STABILIZAT70N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE IT IS vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM Wl7H THE VIRGINIA MANUAL PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. FOR UNIFORM TRAFFIC CONTROL DEVICES. B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE CONCRETE PIPE -CLASS Ill. ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TOP CURB -I'-1 6• , 2, DOT # BASE , OR #78 STANDARD CG-6 STONE BASE UNDER CURB & CURB &GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKFILLING. A" r2" RADIUS /A�-a S hRFI d d BASE STYDfYATION RFBRNLE ms 5O2 i MIN.) 4" CONC. 3000 psi MIN. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE A' ° O, � h J O J✓ / �° --- III ' , V III / / / FA LANE 1J%k=. --HEATHFIELD 92 VIED o� `- O � o SCOTTTR. C'II I� Lic. No. 035791 10/26/20 '�Aj k C% I / \ / q /AA - II FEE iR \ w 0 ,�; , ; _ / - EE U f ♦ ` Ln Do\` I I EEP In --TA4_ ._. -'__ I ♦♦ \ P, \ �- ♦I{ a ♦ ✓ I H. ��9*04 T w . Y I Ell ACRE; ♦ �\ _ . ceLU / / / x TRIP GENERATION CALCULATIONS \ED 1 1 N II-- \ - I-. \ .. \1' W N SCALE: i 100I IFNI TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) / 48 SINGLE FAMILY DETACHED UNITS (CODE 2io) TOTAL ADT: 454 VPD (227 ENTER/ 227 EXIT) TOTAL AM PEAK: 36 VPH (9 ENTER/ 27 EXIT) TOTAL PM PEAK: 36 VPH (23 ENTER/ 13 EXIT) GO NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IW PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF ADD FEET.OR LESS (ALONG FACE OF CURB? WILL BE PAID FOR AS BADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" HS" DEPTH? INN INCREASED AS MUCH AS 3" AT DEPTH) INORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP Of A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18' AS SHOWN. NO ADJUSTMENT N THE PRICE BE IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. R 5.CG-2 15 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL - NOTES L THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2, CONCRETE TO BE CL,,S A3 IF CA4 IN PLACE. 4000 PSI IF PRECAST_ 3 COMBINATION CURB N GUTTER HAVING A RADIUS 9F 30G FEET OR LESS CALONC FACE OF CURB) SHALL BE TO FOR As RADIAL COMe,rvanpu CHIEF e GUTTER 4FOR USE WITH STABILIZED OPEN GRADED ENPLANE LAYER, THE BOTTOM GF ,H[ CURB GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMEM. 5, ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION RI R. AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDCT ROAD DESIGN MANUAL. SURFACE B• r-A D A D o D P D o fiAME Y' o d A 6 0 0 a el. a D n D D D D SUBBASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION O5 SV.9"M 502 2010,. CG-12 C GENERAL NOTES: 1. THE [REPUTABLE WARNING SHALL BE PROVIpED BY TRUNCATED BONES. 1: DETECTABLE WARNING TO BE INTEGRALCLASSSUR A-] CDFFEENG (CLASS L4 4W IF PRECAST) / WITH SLIP RESISTANT 0IIILSURFACE CO DIRC THE FULL WIDTH OF THE RAMP FLOOR BY 2 ES I11 MATERIAL WITH THE THE OF DOMES RAN - TRAVEL OTHER TYPES WITH MATERIAL WITH THE iTHE ATEO DOMES DELECTABLE WARNER MAY BE USED WITH THE APPROVAL OF THE ENGINEfP.. TYPE A a SLOP NO SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JDIM URED 0 WITH RE BARS. 4. IF RAMP FLOOR IS PRECAST HOLES MUST BE PPOVIDED FOR DOWEL BARS SD THAT .ADJOINING FLARED SIRES CAN BE CAST IN PLACE AFTER PLACEMENT OF R PRECAST RAMP FLOOR. PRECAST GONG PETE SHALL HE CLASS A-4. \ iM,N 5: SECURED BARS ARE TO BE NO % 5" PLACED ,'CENTER TO CENTER ALONG Iq.t PAAy' r� BOTH SIDES OF THIS RAMP FLOOR, MID -DEPTH OF RPMP FLOOR- AIIIYIMIIM t2.,�,X CONCRELE COVER U1,. W CURB A CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ME INCLUDED IN PAYMENT FOR CURB / CURB AND PUTTER, TYPE R 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN RI THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER ARALL E ALLACCE5510LE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES IS CURB REGARDLESS OF LOCATED WITHIN IS EXISTING, PROPOSED, OR NONE%IS TENT, THEY MAST R LES BY WITHAL PEEESTRIAN CROSSWALKS AS SHow N ON PLANS OR fa STOP LINES, S, THE ENGINEER, AND S.FIRE IDOL DIED BE LOCATED BEHIND VEHICLE STOP SHIES, EXISTING LIGHT POLES FIRE IS I I i 1 HYDRANTS DROP INLETS. ETC, ACCESSIBLE RI PROVIpE A CONTINUOUS UNOBSiRBC7E0EM STABLE. FIRM WIND SLIP RESISTANT PATH CONNECTING ALL ,2.i MA1( ACCESSIBLE ELEMENTS OF A FACILITY THAT CNI BE APPROACHES ENTERED SR •�, �, AND Rr REDCOMINS. S. RAMPS MAY BE PLACED ON RADIAL. OR TANGEMIA SECI,ONS PROVIDED THAT j'M111 qT ],',2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE UNITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 5 PEH T 1 PERPENgCULAR t0 THE CURB. AT W.:K ,SAME AS TOP OF CURB s. TYPICAL CONCRETE SUFWALK Is A- THICK_ WHEN THE ENTRANCE RADII CANNOT TYPE C ACCOTRUCK TRAFFIC, F,RREFER THE STRODAR�E]GI 13.COMMEENTS RCIA ENTRANCE (IPATER UEAV" PARALLEL E PERPENDICULAR TRUCK TRAFFIC! FOR CONCRETE DEPTH. 10, WHEN CURS RANPB ARE USED IN CONJUNCTION NITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHIED USE PATH 11E' - 2'4 TRUNCATED OVINE O D O 0 FE 0 O o 0 0 0 C 0 0 0 0 0 0 0 0 0 C 0 0 + D a a D o o c D D D o n D o a, , e V o DU O D0 DO o o D " D c o D a a o e 02- a G a D D O O D O D O O D 501. - 55, OF BASE DIAMETER 0 0 0 0 O 0 0 0 0 C 0 0 0 O 0$ TOP DIAMETER O 0. a 0 0 0 0 D 0 '.A 0 0 0 0 0 VA4IABLe r BP4 DIAMETER 4' MINIMUM. MITS TRUNCATED DOA- PAY LE DETAIL BETE CT DEWARNING DETAIL ;HEEr 1 6c 4 EIFANCP CH CC-12 DETECTABLE WARNING Si "ENIMSECE REA.7105 GENERAL NOTES ,p5 203A6 VIRGINIA DEPARTMENT OF TRANSPORTATION 50R THIS AREA MAY SE CONCRETE AT THE OPTION OF THE CONTRAGTDR COMBINATION 6" CURB & GUTTER MROWIA DEPARTMENT OF TRANSPORTATION PENMISPBLE A ' ONSTRUCTION -NET #5 DOWELS, B" LONG ,DUN a 12" C-C THE BDTTDM OF THE CURB AJL GUTTER MAT BE CONSTRUCTED PMACLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM UEPTH OF T" s MANTAwED. 4'-0' a'mZ MIN. , o ,, i I '77 e' s Dn 1D� B \ B TRUNDOMES Da ES A SEE SHEfT I OF 4 FCR DETAILS TYPICAL DESIGN BACK OF CURB- 12'1 MAX, 20 I / AA SECTION A -A •?R•, PI, a' , Y m a N y N -PERMISSIBLEONSTRUCTI Yt' CDNsrreucrlON ' JOINT SECTION B-B s' Ir+ ° 1 TOn MAx1 10 1 M NOTE: FOR GENERAL (VOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1GF a. A 4'SOUARE LANDING M,EA CUTS! SE OF ...VELWAY SHALL Y BE PROVIDED = IDED WITHIN J �¢ THE MARKED a CRosswuK AREA 10 O N s EA O �U ER CRCSSW,LI< I CO SS I LK TYPICAL PLACEMENT C OSSWAA TYPICAL PLACEMENT AT INTERSECDIAGONAL VARIATION AT INTERSECTION TION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK LANDING (45 WIOE) RECURRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 5 FEET FOR NEW CONS1' RUCTION, 6 FEET FOR ALTERATIONS. SHEET i "I'MmGN CO-12 DETECTABLE WARNING SURFACE BCP eov TYPE A (PERPENDICULAR) APPLICATION NEW VIRGINIA DEPARTMENT OF 7RAN5PORTATICN F E ,IF - DO I I I lRADN15 TO E AS I A- ss STREET APPROACH SAEO6 NINLNE ROADWAY (ME AR 1 NOTE SHOWN O1 P,N61 II} C C - I (SHOW TD SEAS i ADIA CURB ND CURB N10 QUITTER CORER SHOWN CN PLN15I / CG-5 NOTE ]D 4 SIE NOTE2)i ars _.. � NCTED WIDTH AB" 2'-D" OR AS SH I MAINLINE ROADWAY SHOWN ON TYPICAL SECTION . At PLAN VIEW MA LVE ROADWAY SLOPE 10-PARABDIC CURVE EDGE CUP SHOULDER OR as MALL OPTIONAL FLOW LNE J SLOPE CHANCE ® ----.{ 1 U MANINE ROADWAY -- ---'- ---- sDE cIMHCE SC �-- D FONT 5'MHJ COMMERCIALENTRANCER ENTRANCE @M CONSTRUCT MADE NANCES WITH A PARABOLIC CURVE. SECTION A - A //. .i. e. --_IN .. . \, .-':i.'�'• �.MM NT E .i.R SECTION C-C OF TREATMENT- •5 DOWELS, B" LONG A EP.MISSIBLE AT 12" C- C' y PONSTRU.TON 5:MI JOTT ,21 MAX HAT a' 121 WAR RAMP iSEE .POLE) TRUNCATED COMES A sEE SHEET :OF 4 FOR DETAILS 5'-0" MIN SHAPE M I. ATCH FACE OF ROADWAY CURB BncN of cuPB a5 ;1 MA%. 20 :1 R'MII SECTION A -A PERMISSIBLE CONSTRUCTION OIrIT yffL SECTION I NOTE: FOR GENERAL NOTES ON THE DETECTABLE WINING SURFACE. SEE SHEET 101 4, TYPE B PARALLEL APPLICATION ROADWAY GRACE N PERCENT M1BMUM RAMP LENGTH IIJ FEET 4" CURB I 6_' CURB. 0 5 2 B B 3 6 9 4 0 s Io Is 6 14 IS GENERAL NOTES 1. WHEN CI IS U9L FOR STREET CONIECTtl THE CONNECTER MUST BE DITTOED IN ACCORD WIN ANSHTO REGENCYAMIDTHE APPLICABLE IEOIINELEIRS O THE MIT ROAD DESIGN MANUAL, INCLUDING SCIE DISTANCE REQUIREMENTS. 2. NFN THE ENTRANCE RAT) CANNOT XCOWYODATE THE TURBID IEOIWIE1EN15 OF ABICPATW HEAVY TRUCK ;rZTHE DEPTH RON SOEwA% L CURB RAPS REIN 71E DINS OF THE RADISIOILD E INCREASED TO ]". 3. 1WEN USED N CONJUNCTION WITH STANDARD CO-] OR CO-] THE CURS RACE ON THIS STANDARD HIS TO BE A &110O TO MATCH THE MOUNTABLE CURB CON,GURATION. 4. ME STANDARD CG-12 FOR CAB RAP DESIGN r0 E USED WITH TRIM WADAJD. B. OPRONAL FLOWL➢E MAY BECOME WARNING OF A PORTION OF WIRER TO PRECLUDE PENDING OF WATER. ENTRANCE NOTES L PLANS AM TO INDICATE WHEN CONSIINCTION OF A PLOM UN IS SOURED TO PROVIDE PoSTONE DRAINAGE ACROSS THE ENTRANCE- ]. YNILIE PAVEMENT SNAIL E CONSTRUCTED TO THE RAW LIRE (EXCEPT MY SUBGRADE STAIL12AiION REQUIRED FOR MANUALS PAVEMENT WRIOI CAN BE OBDTED IN THE ENTRINCE.I S. RADIAL COO OR CdNIIN1KIH CURB AND GUTTER SHUN-1- NOT SE CONSTRUCTED BEYOND THE NOW LINE EXCEPT FOR REPLACEMENT PURPOSES. B, THE OESNAN.E AND MAIOLMN ENTRANCE DUDE OIADGEE P' AE UNITED N TS ALLOW BIDE ENTRANCE DUDE TABLE TREY SA DI AE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES EIrtRACE VOLUME GRADECHARS B" CEEIRNLE YAW.W HIGH I w01E THAN INGO AID Ox 3x 1EPIN MID-300 VPD 53X Bx LOW LESS THAN 50o VPD I I sax ex NOTE. ALOWABLE ENTRANCE GRACE TALE 6 NOT APPLICABLE TO STREET CONNECTIONS y= V Q N N G U o - C a CROSSWALK TYPICAL PLACEMENT AT INTERSECTI ON WITHIN CROSSWALK NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP 5 LIMITED TO 15 FEEL REGARDLESS OF THE SLOPE . REFERENCE CC-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION ti N M O DIG-„ N O W m 1 N N \ W LU J_ Lr) \ Q W J ~ 1 LLU O V / zQ J = J U 1--1 Lf) LLJ W FM_ Y o O z O W LL UlU) !v CUD] 20501 712 Z pLLU - � o O LA'NU/ 1NI_ < LU 0 J OO V O N r U H C JOB NO. 112066 SCALE AS SHOWN DF 4 SHEET NO. V ],05 6 203AS ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 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 y, 2034 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIL SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGC THE ACSA LOW-PRESSURE AIR TESTTO SATISFY COUNTYTESTING REQUIREMENTS. VISUAL INSPECTION OFTHE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OFTHE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES �LO'f�l ID'� 5' 111 .-. 11 1 5' 1 1 F WAId 0 ER SEWER 3 A o P DO c LOCATION OF ETHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.. EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM • SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 Tn-1 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2TO 10 (270� 16"-22" ALVE Box CU. FT. gs6 sroNE 42"MIN 6" GATE •, y VALVE TEE 250E P.S.I. CONCRETE 'I BASE AND THRUST BLOCK AGAINST - UNDISTURBED STABLE SOIL STEEL PILE III RE5iRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN 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 N07 ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAIUNG GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 (4) I" (25mm) OR HOLES ON 32 (eTAmm) Da 2 [6911 BCTOI 0 26 1/4" DA , ,/2- [38mm] 7• [667mm] L178mm] [606mm]---------� 2H 722m DA � [722mm] 5/B• [t6mm] 36-DA 0 O [9,4mm] 0. 26" [660mm 1 1/2" 13/16" [38mm] FRAME SECTION [20mm] 21 (51mm) LETIER6 (RECI FLUSH) gym' r `\ [25mm] I q,�r [79mm] r- 3 13/1B" 0 22 13/18.13mm] 2 1/8" [97mm] [579mm] [54mm 0 25" 13/8" [635mm] 0 11/16" [35mm] [17mm] EII O.D. OF Go GROOVE [14mm] SECTION VIEW 1 6mm DA 4" CAM BOLT SEE ASSEMBLY NEOPRENE GASKET DUAL (2) WSHR 1/18 K 5/8 X 1 I/2 1800• I,N"' 1 5/e" S� R (POKBARS RUBBER PART# 00981M (2) ELT Npt 5/6-IIX3 1/2 5S W [5mm 240E [41mm PARrIF W9B1250 1/2• 1 1/5" (29mm) DA BOSS [6mm 113mr, .63 DIM. STAINLESS STEEL ROD (z) WSHR s/e ID 1.5E DD 55 PART# W981318 PLAN VIEW PICKSAR & LOCKLUO HOLE DETAIL NOTES 2) NUT NIX 5/6-17 ZN NYLx PARr# ODEIBi284 I.ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HK JAM 5/8-11 ZN 2,ALTERNATIVE DESIGN FOR WATERTIGHT ER HT COVERS VALE BE CONSIDERED. 3. COVERS SHALL BE FIXI TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. PART# 009812M TYPICAL WATERTIGHT (2) 1936R LOCK LUG (SHORT) PART# DDIOM85 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-HE TD-30 T Dz OCc i �o . ACCO1 L.. ..I. //� REQUIRED, W.,REQUIRED iL1111 BEDDING AS WWII " . 0iF • SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2'50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.1E 2.0E 2.25 2.5E 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.15 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" & 10 45 3.33 3.58 2.95 0.43 3.53 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. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 YD-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE „I Ir 0 ADJUSTABLE VALVE BOX W/ LID z I� z E a --- M.J. GATE VALVE WATER LINE d I 1 I __I 2500 P.S.I. CONCRETE 8 4 2'x 2' BEARING AREA. THRUST BLOCK 4 A c a 4 o _ a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 J (4) 1• (25mm) DIA HOLES ON 32 3/4' (834mm) DIA BOLT CIRCLE. 2' (51mm) LETTERS O (RECESSED FLUSH) l / [25mm] `\ (2) CLOSED PICKHOLESS 1 1/2- [38mm] O r 0 0 p s e C` m W (2) CORED PICKBARS T 1 1/8" (29mm) DA BOSS D K 27 1/2" DA [699mm] 1/2- [38mm] m 26 1/4• DIA 7" [178mm] [867mm] 25" DA CIA 1 1/2- [3Bmm] 3 1/8- � 0 � 24• DIA [606m ] � EOPRENE" CASKS [79mm] O 28 7/16' DIA 5/B"EF5Wmm] 23. OA T f [722mm] [18mm][584mm]- I�1.11 36" DA 25' DA �k [914mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL g6, IN IL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4' INITIAL BACKFILLjf#68 UNSTABLE B" e" 501L MIN MIN STONE -GRANULAR FILL ASAPPROVED BY ACSA S AB I ,R CK� Z STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 I- COMPRESSION x 3/4• MALE PIPE CGJPUNG tnE APPROVED EQUAL I• TYPE -K' so-r caPPER FOR DOPE OH ATTACHED RSUGUEDUA FAMILYRESDExnu sFxNCEs aR DUAL RESIownALAND IRRICAPON SERMQS. NOTE.NO SMEATED ITMNGS2. DUAL SERVICE h 1• COMPRESSON A 3/4 MICE PIPE COUPUNC 4ORPPROVED EQUAL TYPE 'N•FTCOPPERTOR USE CN DETACHED SINGLE FAMILY RES0157AL SERMCE MIFFE AN IRRIGATION NEIER 15 NOT PROMDEO. SINGLE SERVICE NOT. 1) SADDLES SHN1 BE USED ON PVC PIPE. F-CAST IRON uD ` nNISHEo GRADE f0'-15" LOKRRG MERA BALL BOX YANUSTT k aunEn 3C• MIX. COPPERSETRR 1/e 801E COUPLING - pS, METER CCgPCRAnOH STOP II AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2'-0" RUBBER COATED STEEL ° STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS �4 16"MMAX MINIMUM ELEVATION • 7 DIFFERENCE ACROSS M.H. 5" 4'-0" 5- FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE FILLETS VARIES CHANNEL TO BE 3/4 DIAMETER OF '=-_- CONTRIBUTING -- SEWER. ` T :A " '• 12" A FILLETED INVERT OR A SMOOTH -•d., TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 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 IN NOTE: RESTRAINED JOINT FITTINGS - - - - - - Side View 42" Minimum Certification at 95% compaction required II a Galvanized Steel Beam, e W12 x 14 (min. sl2e) 4 3' min. penetration into undisturbed soil or as approved by the v ACSA. I I � TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 1 COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD 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 FINISHED GRADE =WTI=f F =- ITI= IT= IfT=T1 T=WTI=7 [T=n T=WTI=7 R= TRENCH REDUCER �.� 12500 P.S.I. CONCRETE THRUST BLOCK -----------------t-5 - UNDISTURBED SOIL =e 18" MN f_ PROFILE VIEW UNDISTURBED SOIL - EDGE ° 24"" MN. --- OF TRENCH 4 �_--- •B REDUCER 8" MR 2500 P.S.I. CONCRETE THRUST BLOCKS - a• 8„ MN 4------------- UNDISTURBED SOIL - EDGE OF TRENCH 24" MN. NOTES: PLANVIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT- USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 INISHED GRADE _ 11 1 111 -I. -- EI AIR RELEASE VALVE '^ BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE IF POSSIBLE I. TIJ I I BRICK SUPPORTS OR SOLID CEMENT BLOCKS \ `-CRUSHED STONE COPPER" SOFT CORPORATION STOP NOTES: 1) APRECAST 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 THAJN 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-13 TD-20 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �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 7 TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINET SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES rz SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-31 24' $'MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,CONDITIONS ARE UNSTABLE NOTE : L 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. CtI-LLINSZI Lic. No. 0357914E L 10/26/20 AJ Z O a r Z U) Go W � Z ( On Z J O H- Ce Z W ce CD N W CI N [] N C) 0 .H 0 CY) z ti (Y) cyi J C)D Ila_ N 4 Q Q N CID N N W Q 1-4 W W (n = U-) r� LU inee J LD O LU � J � z= J U I --I Lf) 2 LL1 W~ Y o O z O UlU) LU Z LU L U)O O LU M� W � � z Q W 0 -j � o O V O N JOB NO. 112066 SCALE N/A SHEET NO. 7 UNo.035791 1.iuD 680 v~i v~ ? N680Z^ > F w mC) 0 4w° Q °o > Z > w a pw o >0 00 675 0 Ln o Q a+ Z a 675 z m_ N co WaQ a� J .+ W J w H Oo 0� COy ¢ mph Z w Z O Q w w ix z z O� OOV u> Z w S 670 O W J 0z p PVI STA: z6+z5. 2 z> 6 0 7 0 0 p V1LEVrfs53..65 o a- w< w< F O w o F z v 0 K:36.46 0 o v w ui Ln z ca Z ca vw Z LVC: 75.00 W � o z - - w HIGH PT. STA: 26+z438 Z w a Ou PVI STA:zo+oo.00 p w Q P uj 66 w PVI ELEV: 653.7o z HIGH PT ELEV: 653 46 � z 66 5 >- PVI STA: 22+00.00 - N m N o - 5 0 PVI ELEV: 647.40 � m N' m z w TIE-IN TO EXISTING GRADE LVCc 75.00 m u ko , PVI LEV: 652-73 0 J ¢ K: 29-77 I STA: z +2 0 + w + W p HIGH PT. STA: 1g+6z.5o 4 5' Ln K:3.z7 ¢ n Lu 54 9 LVC:15o.00 VI ELEV: 6 1 6 N �+•� N w J HIGH PT ELEV: 6 0 5 V V L C: 1°.00 FUTURE ROAD GRADE 0 LOW PT. STA: 22+18.78 K: 6.2'^ > > 0 7 ° o $ N LOW PT ELEV: 648.z9 LVC55o.00 > m w LOW P .STA: z7+11.4 660 w j Y 660 ¢ N a N HIGH PT. STA: z+ o.o m w LOW T ELEV: 65z.76 Z o Z + o r` o-m oao o m O O r o Lij,i) 0) ,� HI H PT ELEV: 65 .90 0 � o co _ Lu di N l.V + lI + l0 00 V1 00 Vl ^ ti ~ > m > w N Lu EXISTING GRADE Nv V o o ^w N u z y Lu &i Ji o '� 0 rl o m V m V w + + iO Ln> > N m m w v > °° > w 655 > _ m .0 PROPOSED VD0I / > m > Lu W STD. CD-1 y (TYP i PROPOSED GRADE �° w 1.06% Z,°°% PROPOSED VDOT N T P. \ 1.°0% STD. CD-2 PROPOSED 8" CAPPED G.V. FILL PROPOSED VDOT XISTING 12" CL. 52 DI WATERLINE o PROPOSED VDOT STD. CD-1 650 1.z' STD. CD-2 1 S�%9 ° - (TYP,)7 \�\\7 65o a o PROPOSED FIRE HYDRANT i.8 PROPOSED VDOT PROPOSED VDOT EXISTING 12"x8" TEE, STD. CD-i 1.4' ASSEMBLY w/ 8"x6" TEE 3 5' ( YP) STDi CD-1 z 14A �7� E (2) -1z" G.V., & (1) - 8" G.V. 645 12A zA 645 N PROPOSED 8"x8" TEE � 5 1. 2' 4A ¢ % N 1.4 PROPOSED CROSS REMOVE EXISTING 8" PLUG & TIE-IN ❑ C o & (3) - 8" G.V. 5.0' & (4) 8" G.V. o TO EXISTING 8" DI WATERLINE PROPOSED 8" CL. 52 DI WATERLINE 6C PROPOSED FIRE HYDRANT ° 640 1oA 8A ASSEMBLY w/ 8"x6" TEE 640 E PROPOSED 8"x6" TEE w/ PRIOPOSED SANITARY PROPOSED 8" CL. 52 DI WATERLINE o (2) - 8" G.V. & (1) - 6" G.V. SEWER CROSSING 635 635 z W t ^ m H N N O 00 M M ^ W m d � W m ^ OD ^ O ^ O O 6 't W M ^ W ^ C i c 1� N n N L9 •i Vl O M �t N N ,y 6� �} r4 r!j M OD Ln N Mw ID M' ~ N ~ ° m O1 m a 0°ko ID N 61 O ° m~W '0 ~ N m N m m m m m N Cn l!1 L!1 Vt V1 N V1 Vt ut Vt L!1 3 V 3 u1 Vl 1 .t V1 vl /� ID n i} ® o V t M � 18+oo 18+50 19+oo 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 " Q Q Ln O m V CO Q + N N 655 L w O Z 0 o�W vJ 650 M NG GRADE E 655 65o 645 3.5' (tYP.) V 645 PROPOSED VDOT PROPOSED 8"x6"TEE w/ 15 STD. CD-1 FILL (z) - 8" G.V. & (i) - 6" G.V. � (TYP.) PROPOSED 4" 451 BEND TO 1.7 TYPE A BLOW -OFF ASSEMBLY 640 9 640 PROPOSED FIRE HYDRANT 8G ASSEMBLY w/ 6"x6" TEE -PROPOSED 4" CL. 53 DI WATERLINE PROPOSED 6" CL. 52 DI WATERLINE PROPOSED 6"x4" REDUCER 1635 635 tl� ao m a m Ir 06 l0 io l0 to 10+00 10+50 11+00 11+50 12+00 12+50 GIRALDA COURT PROFILE ARBOLEDA DRIVE PROFILE VERTICAL GRAPHIC SCALE ( IN FEET ) I. inch = 5 It HORIZONTAL GRAPHIC SCALE 0 ( 1N FELT ) 1 inch = 50 Ft. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 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 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT9S%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF1' 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 LOW PT. STA: 10+2 .41 LOW PT ELEV: 653.83 �m �m 675 0 o so v > m V > w PVI STA: r1+3z.00 m w PVI ELEV: 655.91 zoo m K: 26.27 670 o LVC:14z.00 L W PT. STA: 10 61.00 LA PT ELEV: 6 4.49 w Ln v °o O 0 a N a d o .° z 0 �ko o W w 665 UJ Z� o w u w �m >m > Lu m w m F PROPOSED GRADE i J � V W 66o 0 E zp 00 � L GRADE XISTING r ulO [If m 655 Z < z.00 1.00 PROPOSED VDOT STD. CD-2 ROPOSED 650 11 i.8' 1.7' ' O N O W Cf7 N 1 N W> 1-4 1-4 `u 68o J Lu L u J > Q O 675 Lu vi Q 1 z z XISTING ROAD GRADE V / J 670 z_j U LL J I- O ca Z665ro = O Lu O 06 U) Q e4�E U) � H G8" CL. 52 DI WATERLINE Lu EXISTING 15" STORM O SEWER CROSSING 655 REMOVE EXISTING BLOW -OFF& U) � � O TIE-IN TO EXISTING 8" WATERLINE L 8" CL. 52 DI WATERLINE 65° ¢ w CD J O O V PROPOSED SANITARY C�4 12C SEWER CROSSING 645 645 w J F F 61 N 61Lm lD d m l0 v1 d � kD ^ � o i0 '+ 10+00 10+So 11+00 11+SO 12+00 12+SO CLAIBOURNE ROAD PROFILE w_ W O w a JOB NO. 112066 SCALE I]] _ 50' SHEET NO. 8 TH OFF SCOTT R. LNSZ U Lic. No. 035791 1t�_ PVI STA:9+5o.00 10 10/26/20�� PVI ELEV: 661.89 00 K:z6.z8 N SS10NAL EEO LVC: z14.00 z HIGH PT. STA: 9+z3.83. F 680 HIGH PT ELEV: 6 .8 680 w Lu N O b n b io > z O 1p b It w m 00 + 't Crp o p+p w Q +O l0 p l+0 U W H N W o 675 'm. w > W z- 675 w w _ _ -. Z) _ p p w w> p0 O EE O Z 3 3 PVI STA:11+1z.31 � o 670 6oPVI ELEV: 653.66 o7 O w K: 2607 w CO O Q b LVC: 80.00 F Q o LOW PT. STA: 11+5z.31 Z_ ,z PVI STA: 13+00.00 ''J Ln m y F w N LOW PT ELEV: 65z.86 PVI ELEV: 65o.61 PVI STA: 14+6o.00 ` o Ln 5 w Q .+ 0i N w K: 12.48 PVI ELEV: 641.00 5 O z w s 66 w V) r D N w PVI STA: 1z+1o.51 LVC75o oo K: z6.z0 66 O F ". w + `^ ^ 5 17 HIGH PT. STA:1z+ PVI ELEV: 6 1 o H t- Z 0 + 75.0o LVC:1oS.00 > z ° EXISTING ROAD GRADE z LL ° W H ,i1 K z 50 HIGH PT ELEV: 651.11 LOW PT. STA: 15+1z.50 .. y _ p 6i u ,R u LVC: io.00 z F x u> u> 0 H o ff LOW PT ELEV: 639-95 N F a w p > m > w LOW PT. STA: 1z+10.51 0 � o � \ 660 L= O 00 m w LOW PT ELEV: 651.75 � Ln N a � m / w� Z� N m-ij o It H M 660 Lu 3 N �o N w U > u > vi > in > ° - \Lu > m > w V V ° PROPOSED VDOT v ~ v m w > m > w `° STD. CD-i So o u m u W m w c 655 m W 655 ° EXISTING A.R.V. �2.0 0% I% N z,0o z 00 j PROPOSED Ln o 0 65o EXISTING 8" DI WATERLINE PROPOSED VDOT GRADE Q 6 O w N _ STD. CD-2 _ EXISTING 8"x8" TEE V �� FILL v 5 N o & (3) - 8" G.V. (TYP.) < ° EXISTING FIRE HYDRANT 1.5 6 6 ASSEMBLY w/ 8"x6" TEE ° E 45 4-5' 645 EXISTING 8" G.V. 4G z j W m REMOVE PLUG & TIE-IN TO O) EXISTING 8" DI WATERLINE PROPOSED SANITARY EXISTING -= � Z � 61+0 640 SEWER CROSSING GRADE - - z.00i co PROPOSED 8" CL. 57 DI WATERLINE (vj J PROPOSED 8"x8" CROSS PROPOSED 6" CL. 52 DI WATERLINE m & (4) - 8" G.V. PROPOSED 4" 45° BEND TO N 1.z' TYPE A BLOW -OFF ASSEMBLY 635 PROPOSED 8"x6" REDUCER 635 00 z4A Q 6A PROPOSED FIRE HYDRANT O a fl ASSEMBLY w/ 6"x6" TEE ROPOSED 4" CL. 53 DI WATERLINE (V 6 O 21 PROPOSED 6"x4" REDUCER PROPOSED 4" G.V. 6 O ' o 3 3 W N ° W O Ol M of H N ^ M H co H OO H ^ w ID 0 'r O S ^ M O N 00 1l r\ n 00 d 01 (n l0 M w W 0) N N I^ 00 0) m O0 't N rl OJ �t N ri 'i O 01 00 \\ ~� f� C0 Ol Ol N N 1 N rl fi �. O I� S d ci M O 0 Ol / �� �D lD l0 t0 l0 �D lD �^ �D l0 1p lD `t 1p 1p LD `t t0 M W o l0 w l0 t0 ID Ln w to l0 l0 10 10 l0 l0 l0 10 .. 0 Lu W J - J � �s J 8+00 B+So g+oo 9+50 10+00 10+50 a+oo 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 > O Q 0 DUNWOOD DRIVE PROFILE - I uj 0O z ° J - ° < 3 J z ¢ c = J W ° U = I- U 0 Y O Lu o6 ° F_ O c 0 0 LL ul CD U) Q c ° F-Q Z Lu z w W w Z U)O z NOTE: ALL ROADWAY EMBANKMENT MATERIAL O SHALL CONSIST OF SOIL AND BE PLACED IN VERTICAL GRAPHIC SCALE SUCCESSIVE UNIFORM LAYERS NOT MORE THAN J Lu o INCHES IN THICKNESS BEFORE COMPACTION OVER s ° 2.5 5 10 20 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH z 0 VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 < Lu J IN FEET I r n N 1 inch = 5 t. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN `.J AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL CV SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS t HORIZONTAL GRAPHIC SCALE CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND w ° 50 0 zs 50 100 200 BRIDGE SPECIFICATIONS, SECTION 302.03G. U ~ ° w w E fN FEET) NOTES: a 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 1 inch = 50 ft. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. JOB NO. v 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 i"=5o' ° ° SHEET NO, a 9 S H 655 65o 645 mNx 640 220 00 n n n O m ry O O N N O ,I W %D I??O 635 =�' a ~> > 2vi�Zz�� 630 625 620 665 PROPOSED GRAD FILL A \ (TYP.) 26QJ 6kop 06 O�r✓a 5' 3y�` Rom/ m O n m rl V) f%1 rl O) ^ lD lD b cD 1D l0 00+00 0+50 1+00 1+50 G GRADE ao A H 2 xx� 00 N N .t d 0 o N Hm o D a N 0 � � H - my mio Z Z =O _��»> /ALA-d.ZZ Z 8" SDR-26 PVC 107.54 LF t7a o.560A CROSSING '_ 2 0 O , N 00 � N co N l0 MH-�5 n'N�H + Ln x STA:6+27.87 ~ a ° O _ H RIM:653-83 Ln z z g1n�__ INV OUT. 6 o TO MH-1 43�5 4 PROPOSED 8" DI WATERLINE CROSSING _ �PROPOSEDSTO W SEWER CROSSING 4C 4 3' 8" SDR-z6 PVC 193.89 LF Qa 0.539/0 V) �y O 0 V1 � 00 0) 00 C' •i 0 t 3 Ln u) 3D ko u) lOit Ln n Ln 2+00 2+50 3+00 3+50 4+00 4+50 MH-i5 - MH-8 PROFILE n O 0 N F 5+00 5+5o 6+oo 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. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2iB, 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. M H-20 STA:5+02.95 RI M:66i.93 INV OUT.654.67TO MH-ig 00 665 640 N O) = x MH-17 20 � 0 O o °D = XISTING GRADE F STA: +01.18 0 0 - 0 3 o 0 66o RIM:654.00 0 6 It n °'t 66o 2 g O 0 INV IN. 647.zo TO MH-18 0~0 00 00 ,o - o 0) O O N � INV OUT. 647.0oTO MH-16 '' ° Z � - Q ^„ 0, Z O zoo + Z 0 Q l'o O 1O 1n Fx Z Z O .t .t 655 0 0 1O 10 f z Z o -C PROPOSED o Z GRADE 655 o ry LA W z z z a° / m OR.26e5z9o1� S + ' z Z) PROPOSED 8" DI 0 y�F Q > O WATERLINE CROSSING 1og•9 65o 2 Ln Z z 65o PROPOSED YARD SCR z6PV65% 8 z 8" SDR-26 6 PVC 645 DRAIN CROSSING CF 45.zz LF o.61% 645 161�59 8" SDR-26 PVC 8" SDR-26 PVC 2.9 125.59 LF @ 0.49% 35.63 LF @a 2.o2% 640 640 N o m 00 ^ 00 0 ^ 0 00 m N 0 00 't 0 1O ^ 't v) 00 a w 00 00 N d 0 l0 ^ �/) M .t Nj l0 O) �j'. O N ^ M A 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 MH-20- MH-13 PROFILE 655 65o 645 640 635 630 625 620 6+50 INV OUT. E 655 655 _ 0 1n O 0 F O 65o o ' 0 65o o Vim- / 0 r �� 'D a M / O. EXISTING GRADE \ o 00 O `o � c0 0 PROPOSED GRADE _ m > > g�,E?? GFz 645 / 645 I MH-4 I STA:2+77.55 Rill M:633-83 INV IN. 626.2oTO MH-5 640 IN OUT. 626.00 TO MH-3 640 " g g O I PROPOSED YARD FILL DRAIN CROSSING (TYP.) OF O� 0 N 635 0 0 Cn _ 8" SDR-26 PVCo 635 m v 0) 0) �0 2 ,0 N , g p 5.1' 1z7 11 LF Qa 0.99 /o - MH-1 ^00 w F- z z p O STA:o+56.84 N 9,4 N RIM:625.83 = H z z z O1 "' N INV IN. 617.53 TO MH-2 M Ln � - - m; o ' JL 630 17 33 TO EX-OMH-ParksideVil-l-lo z o N3o/o M / 0 x F, > > z z 0 SORT 6 05 N Ln / 206 625 ° 37, 625 Y O O Q 00 0 OH / _ = o °N° � 6PJ` olo o `° z 16 ' SOR"1 k X H 2 > $�F z/ $6 620 W - 12 1 620 8" SDR-z6 PVC 64.66 LF @ o.68%a 8" SDR-26 PVC 615 15.89 LF @9.91% 615 yry. ao C9 610 4) 610 6o5 605 l0 l0 I� W O coN 0) V) 00 O 0) rl 00 I� ri S N 00 N w N I� N cl M d M ^ !^+1 M N .t I, S .t O l!1 O 1 V1 00 4 .t f 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 2 ( IN FEET ). 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN LLtT ) 1 inch = 50 ft. mix 220 MH-6 - EX-MH-ParksideVil-l-lo PROFILE 00 0s 5+00 5+50 6+oo O N 0 0 O O O N 00 O H W �l-w?0 2 OLn =Q2» z z O , 6+5o x 0 M M O) d kp O kO 0 m F- 01� O x < > � Ln 640 ~ N t F n 3' d 2 0 p) 0 00 p0 w x x O 0V N 4 N tD / 0 01XI 0 00 O l0 l0 H ^� N z z Ln N M O M H�QDz O 635 o P,, i0,, N) 0 � p 0 _ XISTING GRADE A e °+°� =O PROPOSED GRADE x F > n ? ? f 635 6 O o� z z z �u)a --- z 6 PVC 8„S-2 o�H + ry m o N z � 2Hg>> 2 U.) Fx ? 16z.8� LF � 1.88% ry Opp ZZ 0 Q �..�-O Q % / \ ./ / �tno Z Z Z Ln HE 6eJGo to 630 FILL (TYP.) y0�' @6? r 01�� 630 8" SDR-26 PVC 0.91% 625 PVC 1.6 DLF 175.94LFOa 625 zo 8k' SD -26 PVC 186.49 VC B� F�P,5z% 81.69 620 620 615 615 1� N ei rl l0 i0 O) O Ol N 10 Ih It It 0 V) f H M V) W N 0) N 00 N f� N O M N m O m It m M M O M O M O M O • M '1 ry M S m n m 00 M 00 M O) M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5o 6+oo MI-12 - MH-2 PROFILE 6+50 7+00 7+50 8+oo 8+50 9+00 SCOTT /R. 05LLINS Z Lic. No. 035791 � p 10/26/20 .14 0 N W 0) N Q ko 0 0 L9 7- z ti Q zM J N N C:) W O) N 1 N W > Lu Lu LLJ J z > a LL U 2 0ry -_, 1 pOL9/ ' ^ L L1 zQ J W W'ry Y O Lu O LQL Iz LL z U �< L < V / W z W �z O J w co m � z J Q w CD .J C :) 0 0 u F Lu J U O w n to JOB NO. 112066 SCALE 111 _ 501 SHEET NO. 10 STR:z VDOT STD. DI-3B (L=6') TP=653.13 STR:4D VDOT STD. DI-3C (L=6') INV IN: 643.5zTO4 o TP=652.58 INV IN: 645-75 TO zB INV IN: 645.18 TO 4H F- INV OUT: 643.42 TO EX-96 m INV IN: 646.5o TO 4F L Q INV OUT: 645.o8 TO 4B z O N o � O M0 QO p a x ni w o w F -! STR:4 VDOT STD. DI-3B (L=6') TP=652.75 �^ � STR:4F VDOT STD. DI-36 (L=8') m „ O X ? O -o INV IN:644-43TO46 O � > c) w kD Z Z z INV OUT: 644.33 TO 2 m y O NV OUT 6 ooTO D 47 4 655 0- x x > a > 655 '^ IF w w Z PROPOSED GRADE Ln F z Z 650 FILL' .� 650 (TYP.) II EXISTING GRADE PROPOSED 8" DI �'4 WATERLINE C OSSING' 645 645 15" RCP 35.2g LF Qe 1.42% I I 5 1.1 1 RCP 157.81 LF Qa o.Si°A 44-46 LF @0.70% 640 -i RCP 15" RCP LF PROPOSED SANITARY 640 39.o6 LF Qa 0.82% 32.73 Qa 0.730/0 SEWER CROSSING 'i O 00 M lD N N m In to N 'D N m m M m S N m M ko ID 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-4F - EX-STR-96 PROFILE EXISTING GRADE STR:z VDOT STD. DI-3B (L=6') ROPOSED GRADE TP=653.13 INV IN: 643'52 TO 4-1 STR:2B VDOT STD. DI-3C (L=6') INV IN: 645.75TO zB TP=653-14 INV OUT: 643.42 TO EX-96 INV IN: 647.5o TO YD-2 INV OUT: 646.17 TO z 655 1 655 65o 65o EXISTING 8" DI 1.4' WATERLINE CROSSING 645 645 ji RCP. 32.62 LF @a 1.29% 640 640 o N 0 m 0+00 0+50 STR-zB - STR-Z PROFILE STR:6B VDOT STD. DI-3B (L=6') TP=64g.o8 INV IN: 642.00 TO 6D INV IN: 636.75 TO 8 INV OUT: 635.25 TO 6 65o 645 OPOSED GRADE 655 STR:6D VDOT STD. DI-36 (L=2o') TP=649.o8 INV OUT: 642.33 TO 6B 65o OSED 8" DI :RLI E CROSSING 645 640 1640 15' RCP 32.78 LF Qa 1.oi% 635 635 00 o N 0) 0 0+00 0+50 STR-61D - STR-613 PROFILE EXISTING GRADE- STR:4D VDOT STD. DI.3C (L=6') TP=65z.58 INV IN: 645-18 TO 4H INV IN: 646.5o TO 4F INV OUT: 645.o8 TO 4B1 650 645 640 o+00 OPOSED GRADE STR:4H VDOT STD. DI-3B (L=1o') -TP=65z.58 INV OUT: 645.58 TO 4D 655 ILL (TYP) 65o PROPOSED 8" D WATERLINE CR, 1.3' 645 15" RCP 33-42 LF @a 1.20% 640 0+50 STR-41-1 - STR-qD PROFILE 66o EXISTING GRADE 66o 01 d STR:8 VDOT STD. MH M TP=648.00 N Q mo INV IN: 640.00 TO 10 o 655 INV IN: 641.17 TO 8B 1--0 0 INV IN: 637.85 TO BD 1 o 'n INV OUT: 637.75 TO 6B OQ `^ a N D -t > 00 t kD 650 Z z 650 PROPOSED 8" DI WATERLINE CROSS645 ING PO GRADE IED III 640 640 15" RCP 29.86 LF Qa 1.11% 635 635 � m 0 M co 0+00 0+50 STR-813 - STR-8 PROFILE 66o a I u Q N W N kD 0 655 0 0 o m O .t N M Q O H MAD > qio�F o ° O >>> N � Z Z 0 65o i~ z- z- z- Ni 640 Ni GRADE (TYP.) �] `EXISTING GRADE \ PROPOSED 6" DI \ WATERLINE CROSSING PROPOSED SANITARY SEWER CROSSING m m 00 Q lD [ p OOo m V) F F x i O m Q m 00 o N �M H 00 000 d 0ooF Q d ri °o N �D to F m LD WF a)m F-p r{W - n no w--2 20_ �0o It It Q ^^� ^iIta O >O IO? U) F Z ZZ 00' ZZ Z� SID 11 0 LI) F z z z Z F- CL ,n FZZZ PROPOSED 6" DI WATERLINE CROSSINGI 3 z4 Rc-r 65.6o LF @ 1.14% zo z4- RCP o - 69.11 LF @ 1.45 ro I I d m _ M 00 m� J STR:14 VDOT STD. DI-36 (L=6') p ~ �0 m TP=655.25 v~ 0 O o m H INV IN:648.z7T014B o F o Ln o H H o INV OUT: 648.17 TO 12 o . °a F-o0S > m�LO F o o N N °0s In 1D � N �^ Z It Q Ln 0j N M It m FL: > 1n F z Z. + Z Z 0 Ln Fzzz FILL PROPOSED r 8" DI ( WATERLINE CRC -\ \\\ II SCOTT /R. 05LLINS Z U Lic. No. 035791 � 66o 0p 10/26/20 .14 655 11 650 i8 RCP Lis" RCP z 1.46% 34� 5 LF � o.6 645 O J 141.75LF � % 7 45 uvi m y8„ RCPz 63% o U)) y61.56 LF O zo a 64o FA.1 1n V/ > z w 635 ui 30" RCP 0 30" RCP 184.z6 LF @0.530/0 LF @ 0.96% r 95.8.1 630 63o 1 l0 00 Ln W O n N N In ^ 00 .t ^ kD m N n M O O l0 O n d l0 N ♦i N ^ I� O N O ko tD n 00 N D) ^ N rl o S n rl 1p �y O) o O 1A N �" M 1 M ri H �^ O m ,4 H 'n N H l+l H m 4 N � lD L^ � l0 .t 't lD In a lD 1n 't W v) - W an W 3 w .t � `t �D t l0 1 kD lD In l0 h l0 to kD 1p In 'D � 'D 'D t0 w ko � 'D 10 w %D b 0+00 0+50 2+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+00 STR-14B - STR-20 PROFILE 30 J x m m � m O °o �_ 55 d 55 0-0 ^ STR:20 VDOT STD. DI-3B (L=1o') o o O F x 0 N m TP=648.00 F- F o o Q °o m1D INV IN: 631.43 TO zz 0 {: n Q m 0 0 a>o m iO � INV IN: 6 z TO 6 Q m r) �o J F F .+aZ 33 5 > ^D DF m 650 Ln 0 0 0 1 INV OUT: 631.33 TO 18 Nv a z z p m N 0 650 F F- n 0-,000� wF?? Fa»>- .. Q- - N N O J m °y.�o �D \ v) F Z Z Z Ln O O m m v T It m x x �� Z Z: \ FO m 't 0 � N w Q H0 FF--a»> / \ > °iMM OO Q o 645 o o F �, F z z z 't H � F M 645 o' U) F^ N�ZZ0 FO mm F m V) W tD \ lFn F z Z Z Q 00 M .. Q N 1p z' Lo > � of \ FILL w MDR w 0 z t o �O �o Z O PROPOSED GRADEJ \ i (TYP.) m a O . iO 0 Ln O N F w II » 640 '� �� o �Fzz - �� A �FZz F^Fz z 640 o� LID z z ? XISTING GRADE V)) F- w w ? PROPOSED WATER 635 FILL (TYP.) SERVICE CROSSING 635 1.1' II � rl 1 "RCP 15" RCP o 18" RCP 8o LF Qa o.53°ro 67.47 LF Qa o:59 r0 630 _102.90 LF Ca) 0.54% 75' 630 30 RCP 30" RCP 205.18 LF o.5z% @ 18" RCP 105.84 LF C 0.710/0 103.99 LF @ 0,55% 34.18 LF @0.70% 430" RCP 625 51.84 LF Qa 1.45% 1 1 625 m 'D O '� W M H m w M D) 00 n m d OD kO O � m 00 00 It LD Ln Ln O �t O rl rl 'i n M N O O H S 1 y) 00 0 ri N V) O ^ O ^ Ol lD m �O O ^ rl Q) t`! 00 6 n m m m m t It �n 3 } S S \t d .t .t I m d m m ,,.) D D o 0 D D O o D o D o D o w `o 'o O w iD o ° �0 O 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+50 7+00 7+50 VERTICAL GRAPHIC SCALE 5 a 2:5 5 10 20 IN FEET 1 inch = 5 fL. HORIZONTAL GRAPHIC SCALE 30 0 25. 50 100 zoo ( IN FEET ) inch - 50 ft STR-28 - EX-STR-92 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 2' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, 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-1 AS 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-2AS 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. O N W O N a ko Q C 0 L9 z Q z M rn 0- N Q N 0 W Ci7 1 N N W > J LU In W U _ -I ' LL L O L90 1 � JLLJ Z U W w O F- O O ul w Q z LLJ 0� �z � � O O J w °� m � z J(DLu O O V O N uLu O w D_ to JOB NO. 112066 SCALE 111 _ 501 SHEET NO. 11 DRAINAGE DESCRIPTIONS •- •INLET INFORMATION SLOT LENGTH, RIM ELEVATION rl J m m EXISTING GRADE o 655 0 _ L 655 O . ry STR:10 VDOT STD. DI-3B (L=8') j u TP=649.17 in of H INV IN: 641.75TO12� 0 7 o p INV IN: 641.75T01o6 H a > INV OUT: 640.75 TO 87 `^ F-Z 65o PROPOSED 8' DI WATERLINE CROSSING ROPOSED GRADE 645 1 645 14 i 640 h 1 640 L15" RCP 32.79 LF Qa 1.52% 635 635 0+00 0+50 io I I EXISTING GRADE o °D 6 0 H STR:8D VDOT STD. DI-381 (L=8') L TP=646.83 O 0) INV IN: 639.42 TO 8H F 650 INV IN: 638.35 TO 8F = o O INV OUT: 638.25 TO 8 C It O Ln H z 645 645 PROPOSED 8" DI i OPOSED GRADE WATERLINE CROSSING 640 640 15" RCP 32.67 LF @ im% 635 635 LSTR-ioB - STR-Zo PROFILE YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (g.) SLOPE (%) INVERT IN INVERT OUT MATERI AL INLET TYPE 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-2B 18" YARD DRAIN 651.00 12 99.76 1.00% 647.50 646.50 HDPE YD-2A 24" YARD DRAIN 650.00 12 69.95 1.430/6 646.50 645.50 HDPE YD2 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 6.21% 658.00 649.50 HDPE YD-3 18" YARD DRAIN 653.00 12 30.24 1.65% 649.50 649.00 HDPE YD-4C 18" YARD DRAIN 642.00 12 83.82 0.69% 638.83 638.25 HDPE YD-413 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 0.60% 642.50 641.83 HDPE YD-5 12" CLEANOUT 647.00 12 15.94 2.07% 641.83 641.50 HDPE 0+00 0+50 [S:TR-8H - STR-81D PROFILE EXISTING GRADE co J_ 655 0 000° o �FH, F-Ln p m�O 0 Ln F. o .y co m Ln 00 Ln >COkD�k 0 0? 0o - Z Z Z D O> o`o role 00 LD F O � I I 5 ��Zzzz -CP p 0 H a>>> Ln z z z 645 111 PROPOSED G 640 15" RCP 635 70.87 LF @ o.561A O Ts's ko lD 0+00 0+50 1+00 1+50 655 V M 0 co O 00 Ln 650 o N �� 00 �� O Ln H Z 645 2+00 STR-8F - STR-8 PROFILE 640 635 PROPOSED GRADE EXISTING GRADE N J � 0 W m m m m m 0 m m wH NO 0 n 0 m .'i 0 0 D Ni 0 EXISTING GRADE O O o 660 o N O 0 660 STR:24 VDOT STD. DI-3B (L=1o') o U) 0 � w D O - _� ? STR:12F VDOT STD. DI-3B (L=4) TP=641.92 > 0 ° 00� 645 > r^ � > 0 � O TP=654.67 11 > > INV IN: 634.83 TO 24B N Z) ry Z Z p � II co N tO o INV OUT: 6 6 TO 12D Ln F z z 47 7 INV IN: 63z.43TO26 oO >>> wz0 INV OUT: 632.33TO22 Ha> LA � z 655 Fa>>\ Ln F- z z 655 FILL (TYP. FILL (TYP.) 640 640 PROPOSED 8" DI PR I OPOSED„ DI PROPOSED 6" DI WATERLINE CROSSING WAT RLWE CROSSING WATERLINE CROSSING PROPOSED GRADE 650 650 1.2' - - �..4, 635 635 �7� 645 645 15" RCP 15" RCP 33-79 LF @ 1.24% 31.87 LF Qa 1.00% 630 630 15" RCP 15" RCP 61.00 LF (7a 1.07% 35.67 LF Qa 1.12% It 640 640 ai N M 1 M ^ N 0 W L'i!1 O 1O w Ln 0 o+oo o+So [§TR-24B - STR-24 PROFILE 0+00 0+50 1+00 1+50 STR-12F - STR-12 PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH ADEPTH VERTICAL GRAPHIC SCALE OF 4' OR GREATER SHALL HAVE STEPS IN 5 ACCORDANCE WITH STANDARD ST-iAS FOUND IN 0 2.5 5 10 THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH IN FEET ) OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN 1 inch = 5 ft. ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. HORIZONTAL GRAPHIC SCALE NOTE: HDPE CAN BE USED AS AN ACCEPTABLE 50 SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HOPE PIPE BEDDING INFORMATION. IN FEET ) 1 inch = 50 ft. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO.25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, 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. 20° SCOTT /R. 05LLINS Z ti Lic. No. 035791 1�1 p 10/26/20 .14 N w o N ko O -I L9 z C) Q Z M rn 0- N N C:) W Cn 1 N N W > w LU Lf) J (� W > Q J LL L 0 L90 1 � W W w O F- O 0 ul F- Q Zw w � � O O J w °M� W � z J(D Lu O C7 V O N uLu O w n RE) JOB NO. 112066 SCALE ill _501 SHEET NO. 12 v v� _ fi (07 11 _�LINSZUTURE DRAINAGE DIVIDE (TYP.)\ /// / / \ , \ \ i \ \\ \ \ '� �� ' / / �.\\VAp 791 JO ftft �l / f / �, tu' \ �" v'mAj \ \ AT V\ FOOTHILLS - PHASE / / �f/I `_�� W ro `�--- i'/ i' \\ ��`�6 p �/ IXl \\VA �� A A AV A' V A V� V A �V v A IIy it A V♦�/ /, V / /'- --- _ a v v f / V �' }y AA ms�v� v �� V A V �\ �V '. A V A� V A I \ •'" \ �` A A / / / � - i, `v A i� �/' - ' 7% ��- v�sk, w A it R / _, / / , / v I /� \ A A \ vIII V A - / i //1 00 ems) 65 LU Ln - - /: Z r / i • . ___ �_ _ v / y ,� 0 Z /„ �� / / �I GLENBR00 AT W I IFOOTHILLS -� PHASE a' /' ;. LU 1� A / --------------- ;,I I ;� / �/� ;`� v 'v r /� I I I I \ \ \\ �♦ / YD3 \ i o s T; lWl _ ` -1 J f �ce ` \` \y //// � , � I ` � \ ` ♦ III°" \ \ � o ' e J� , �„ - - ___. _ \\ V -�� \ ♦ '' F L PROPOSED DRAINAGE DIVIDE (TYP.) W #40 � � > FOOTHiLLS - PHASE.- m ♦ i - / GLEN R OK YD-2C 6 _� ` i - _ FOOTHILLS - PHASE � \ V - YD-zA - __ I 4-4% � �4o -1 i „ PROPOSED DRAINAGE SYSTEM r/ I I I I \ I \ I ,•� �\ �\ `�.1�,,'. 1 ♦ �, �_ � �i - '/ � ------III --- � YD-i / 1 ♦ ` � I I I I '' STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET 'I'rTE AREA (FT') PERIMETER (FT) A (ACRES) C 1 (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-IA 18"Nyloplast Yard Inlet 0.59 30.25 0.39 0.45 6.50 1.141 1.55 WEIRFLOW -- --- I 18"NybplastYard Inlet -50%clogged 0.30 15.13 0.39 0.45 4.00 0.702 2.35 WEIRFLOW YD-1 A 18" Nyloplast Yard Inlet - 50% cogged 0.30 1 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"NybphstYard Inlet 1.15 63.95 0.45 0.50 6.50 1.463 0.67 WEIRFLOW YD-2A 24" Nyloplast Yard Net - 50% clogged 0.58 31.98 0.45 0.50 4.00 0.900 1.02 WEIR FLOW YD-2A 24"NybplastYard Inlet -50%clogged 0.58 31.96 U.45 U." 6.50 1.463 2.69 WEIRFLOW YD 2B 18"NYlophst ..r .let 0.59 30.25 0.26 0.50 4.00 0.520 0.38 WEIRFLOW YD-2B 18" Nyloplast Yazd Wet 0.59 30.25 0.26 0.50 6.50 0.845 0.85 WEIR FLOW YD 2B 18"Nyloplast Yard Inlet - 50% clogged 0.30 15.13 0.26 0.50 4.00 0.520 1.29 WEIRFLOW YD-213 18" Nyloplast Yard Inlet - 50% clogged 0.30 15.13 0.26 0.50 6.50 0.845 3.41 WEIR FLOW YD-2C 18"Nyloplast Yard Wet 0.59 30.25 0.17 0.50 4.00 0.340 0.29 WEIl2FLOW YD-2C 18"Nyloplast Yard Inlet 0.59 30.25 0.17 0.50 6.50 0.553 0.40 WEIRFLOW YD-2C 18"Nyloplast Yard Inlet -50%clogged 0.30 15.13 0.17 0.50 4.00 0.340 0.55 WEIRFLOW YD-2C 18"Nyloplast Yard lrilet-50%clogged 0.30 15.13 0.17 0.50 6.50 0.553 1.46 WEIRFLOW YD-3 18"Nybphst Yard Inlet 0.59 30.25 0.31 0.40 4.00 0.496 0.37 WEIR FLOW YD-3 18"Nyloplast Yard Inlet 0.59 30.25 0.31 0.40 6.50 0.806 0.7, WEIR FLOW YD-3 18" Nyloplast Yard Inlet - 50% clogged 0.30 15.13 0.31 0.40 1 4.00 0.496 1 1.17 WEIR FLOW YD-3 18" Nyloplast Yard Inlet - 50% clogged 0.30 15.13 0.31 0.40 6.50 0.806 3.10 WEIR FLOW YD-3A 18 " Nyloplast Yard Wet 0.59 30.25 0.15 0.50 4.00 0.300 0.27 WEIRFLOW YD-3A 18"NyloplastYazdInlet 0.59 30.25 0.15 0.50 6.50 0.488 0.37 WEIR FLOW YD-3A 18"Nyloplast Yard Inlet -50%clogged 0.30 15.13 0.15 0.50 4.00 0.300 0.43 WEIRFLOW YD-3A 18" Nyloplast Yard Inlet - 50% clogged 0.30 15.13 0.15 0.50 6.50 0.488 1.13 WEIRFLOW YD-4 18" Nyloplast Yazd Inlet 0.59 30.25 0.07 0.40 1 4.00 0.112 1 0.14 WEIRFLOW YD-4 18" Nyloplast Yard Inlet 0.59 30.25 0.07 0.40 6.50 0.182 0.19 WEIRFLOW YD-4 18"Nybphst Yard Inlet - 50% clogged 0.30 15.13 0.07 0.40 4.00 0.112 0.22 WEIRFLOW YD-4 18" Nybphst Yard Inlet - 50% clogged 0.30 15.13 0.07 0.40 6.50 0.182 0.30 WEIR FLO W YD-4A 16" Nyloplast Yard Inlet 0.59 30.25 0.17 0.50 4.00 0.34t) 0.29 WEIRFLOW YD-4A 18 " Nyloplast Yard Wet 0.59 30.25 0.17 0.50 6.50 0.553 0.40 WEIRFLOW YD-4A 18" Nyloplast Yard Wet - 50% clogged 0.30 15.13 0.17 0.50 4.00 0.340 0.55 WEIRFLOW YD-4A 18" Nyloplast Yard Inlet - 50% clogged 0.30 15.13 0.17 0.50 6.50 0.553 1.46 WEIR FLOW YD-413 18 " Nyloplast Yard Wet 0.59 30.25 0.17 0.50 4.00 0.340 0.29 WEIRFLOW YD-413 18 " Nyloplast Yard Net 0.59 30.25 0.17 0.50 6.50 0.553 0.40 WEIRFLOW YD-413 18" Nyloplast Yazd Inlet - 50% clogged 0.30 15.13 0.17 0.50 4.00 0.340 0.55 WEIRFLOW YD-413 18" Nyloplast Yard Inlet - 50% clogged 0.30 15.13 0.17 0.50 6.50 0.553 1.46 WEIR FLOW YD-4C 18 " Nyloplast Yard Inlet 0.59 30.25 0.12 0.50 1 4.00 0.240 0.23 WEIRFLOW YD-4C 18 " Nyloplast Yard Inlet 0.59 30.25 0.12 0.50 6.50 0.390 0.32 WEIRFLOW YD-4C 18"Nybphst Yard Inlet - 50%cogged 0.30 15.13 0.12 0.50 4.00 0.240 0.36 WEIRFLOW YD-4C 18" Nyloplast Yazd Inlet - 50% clogged 0.30 15.13 0.12 0.50 6.50 0.390 1 0.73 WEIR FLOW YD-5A 18" Nyloplast Yazd Inlet 0.59 30.25 0.28 0.50 4.00 0.560 0.40 WEIRFLOW YD-5A 18"NyloplastYard Inlet 0.59 30.25 0.28 0.50 6.50 0.910 0.99 WEIRFLOW YD-5A 18" Nyloplast Yard Met - 50% clogged 0.30 15.13 0.28 0.50 4.00 0.560 1.50 WEIRFLOW YD-5A 18"Nybphst Yazd Inlet - 50% clogged 0.30 15.13 0.28 1 0.50 6.50 0.910 3.95 WEIRFLOW 10 A I 4 ROPOSED DRAINAGE DIVIDE (TYP j Q I � s I m PROPOSED DRAINAGE DIVIDE (TYPJ - 1-4 \ I YD-SA _ L / / I �.- ♦ zz -; I I � c ly I I ' I � I 20 , •, L s F 4' / I I V --- \ _ \ ---- 8F % \ F m YD-4B - `\ c PROPOSED LOT LINE (TYP.) � ---64 \ r26 ioo' STREAM BUFFERS a _ PROPOSED DRAINAGE SYSTEM 4 28 \ s 4� GRAPHIC SCALE 50 a ' zs 58 100 1111��, zoo v v (1N FEET \ 1 in = 50 ft. FOOTHILLS CROSSING- PHASE IV / Structure Area (Acres) Cw to (Min.) 2 0.09 0.70 5.0 215 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 6B 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-IA 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 YE14C 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 qW z ti Q M J C\] N ° M � N 0 I 0 a N � n > O o N � ° ° W > I--1 Y LU LU 0 c -j(10 J o Q Q LULu a i 0 �, ^^ U v o Q J z I I -j U F� < = a WLU Y��� O �- O 0 c o E Ul c 0 z LU LU z J _ z U) z o LU ° Q W .7 A�\ VAS v - �p D O U X - - m N s \ I I I EXISTING SWM \\ - w \ 11 j�I\\ 6'AQUATIC BENCN O = o JOB NO. o 112066 0 X SCALE ° - _ a - � 1"=50' c 0 SHEET NO. n Design Storm Year= 10 POINT DOWNSTREAM STRUCTURE DRAM AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGF14 SLOPE DIA CAPA- CITY VEL FLOW TIME NCR ACCUM ACRES C MN MN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 28 0.70 0.70 0.49 0.49 6.00 6.35 3.1 26 633.33 632.93 67.47 0.0059 15 5.0 4.3 15.8 26 021 0.70 0.15 0.64 6.26 6.27 4.0 24 632.83 632.43 75.80 0.0053 15 4.7 4.3 17.7 24 1 0.17 1 0.70 0.12 0.81 1 6.56 6.19 1 5.0 22 632.33 631.77 102.90 0.0054 18 7.7 4.6 222 22 0.12 0.70 0.08 1.04 6.93 6.09 6.3 20 631.67 631.43 34.18 0.0070 18 8.8 5.4 6.3 20 0.16 0.70 0.11 5.04 9.49 5.48 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 9.99 5.37 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 10.24 5.32 282 16 1 1 1 629.50 628.75 105.84 0.0071 1 30 1 34.6 7.8 13.5 16 0.00 0.90 0.00 5.29 10.46 5.28 282 EX-92 627.67 1 627.00 51.84 0.0124 30 45.7 9.7 5.3 EX-100 0.26 0.62 0.16 0.16 5.00 6.67 Ll hx-98 647.97 647.56 52.36 0.0066 15 5.2 3.3 15.8 EX-98 0.20 0.63 0.13 0.29 5.26 6.58 1.9 EX-96 647.46 643.10 95.04 0.0459 15 13.8 7.7 12.3 EX-% 0.00 0.90 0.00 1.23 8.19 5.77 7.1 EX-94 643.00 634.20 170.22 0.0517 24 51.4 11.5 14.8 EX-94 026 0.80 0.21 1.60 8.43 5.71 9.2 EX-92 634.10 626.00 133.96 0.0605 24 55.6 13.0 10.3 E X-92 0.10 0.80 0.08 1 b8 8.60 5.67 9.5 IDC-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 8.67 5.66 10,0 EX-88 624.00 621.10 115.50 0.0251 36 105.7 1 9.2 12.6 EX-88 0.00 1 0.90 0.00 1 1.76 1 8.88 5.61 1 10.0 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 14B 0.17 0.70 0.12 0.32 6.46 6.22 2.0 14 649.50 648.27 34.15 0.0067 15 5.3 4.0 8.6 14 1.52 0.70 1.06 1.38 8.00 5.81 8.0 12 648.17 646.10 141.75 0.0146 18 12.7 7.6 18.7 12. 0.23 0.75 0.17 2.04 8.31 5.74 11.7 10 646.00 641.75 161.56 0.0263 18 17.0 10.3 15.6 10 0,19 0.75 0.14 2.36 8.57 5.68 13.4 8 640.75 640.00 65.60 0.0114 24 242 7.9 8.3 8 0.00 0.90 0.00 3.60 8.71 5.65 20.3 6B 63T75 1 636.75 69.13 0.0145 24 27.2 9.5 7.3 6B 0.11 0.70 0.08 3.89 8.83 5.62 21..8 6 635.25 634.27 184.26 0.0053 30 29.9 6.6 27.8 6 0.00 0.90 0.00 3.89 9.30 5.52 21.8 20 634.17 633.25 95.81 0.0096 30 40.2 8.3 11.5 4F 0,17 0.70 0.12 0.12 6.00 6.35 0.8 4D 1 647.00 646.50 35.19 0.0142 15 7.7 4.0 8.9 4D 0.11 0.70 0.08 0.39 7.13 6.03 2.3 4B 645.08 644.77 44.46 0.0070 15 5.4 4.2 10.6 4B 0.15 0.70 0.11 0.49 7.31 5.99 2.9 4 644.67 644.43 32.73 0.0073 15 5.5 4.5 7.2 4 0.15 0.70 0.11 0.60 7.43 5.96 3.5 2 644.33 643.52 157.81 0.0051 15 4.6 4.1 382 2 0,09 0.70 0.06 0.94 8.07 5.80 5.5 EX-96 643.42 643.10 39.06 0.0082 15 5.8 5%4 7.2 2B 0.17 0.65 0.11 0.29 6.83 6.11 1.7 2 646.17 645.75 32.62 0.0129 15 7.3 4.9 6.7 4H 027 0.70 0.19 0.19 7.00 6.07 1.1 4D 645.58 645.18 33.42 0.0120 15 7.1 4.2 7.9 6D 0,30 0.70 0.21 0.21 6.00 6.35 L3 66 642.33 642.00 32.78 0.0101 15 6.5 4.1 8.0 8B 0.23 0.70 0.16 0.60 6.69 6.15 3.7 8 1 641.50 641.17 29.86 0.0111 15 6.8 1 5.6 1 5.3 8F 0.68 0.70 0.48 048 6.00 6.35 3.0 8D 639.00 638.35 117.87 0.0055 15 4.8 4.1 28.7 8D 0.14 0.70 0.10 0.64 6.48 6.21 4.0 8 638.25 637.85 70.87 0.0056 15 4.9 4.4 16.1 8H 0.10 0.70 0.07 1 0.07 6.00 6.35 0.4 8D 639.75 639.42 32.67 0.0101 15 6.5 3.0 11.1 10B 0.25 170 0.18 0.18 6.00 6.35 1.1 10 642,25 641.75 32.79 0,0152 15 8.0 4.5 7.2 12F 0.06 0.70 0.04 J 0.04 6.00 6.35 0.3 12D 647.67 647.35 31.87 0.0100 15 6.5 2.5 12.8 12D 0.48 1 0.70 0.34 0.38 7.00 6.07 2.3 12B 647.25 646.85 35.67 0.0112 15 6.8 5.0 7.2 12B 0.15 0.70 0.11 0.48 7.12 6.04 2.9 12 646.75 646.10 61.00 0.0107 15 6.7 52 11.6 24B 0.08 0.70 0.06 0.06 6.00 6.35 0.4 24 635.25 634.93 33.79 0.0124 15 7.2 1 3.0 1 11.2 YD-IA 1 0.39 0.45 0.18 0.18 6.00 1 6.35 1 1.1 YD-1 648.50 648.00 76.86 0.0065 12 3.1 3.6 21.2 YD-1 0.00 0.90 0.00 0.18 6.35 6.25 1.1 2B 648.00 647.50 94.62 0.0053 12 2.8 3.3 283 YD-2B 026 0.50 0.13 0.13 6.00 6.35 0.8 YD-2A 647.50 646.50 99.76 0.0100 12 3.9 3.9 25.7 YD-2A 0.45 0.50 0.23 0.44 6.46 6.22 2.7 YD-2 1 1 646.50 645.50 69.95 1 0.0143 12 4.6 6.1 11.5 YD-2 0.00 0.90 0.00 0.44 6.66 6.16 2.7 8B 645.50 644.50 1 21.94 0.0456 12 8.2 9.3 2.3 YD-2C 0.17 0.50 0.09 0.09 6.00 6.35 0.5 YD-2A 647.50 646.50 97.24 0.0103 12 3.9 3.5 27.8 YD-3A 0.15 0.50 0.08 1 0.08 6.00 1 6.35 0.5 YD-3 658.00 649.50 136.82 0.0621 12 9.6 6.3 21.6 YD-3 031 0.40 0.12 0.20 6.36 6.25. 1.2 14B 649.50 649.00 30.24 0.0165 12 5.0 5.2 5.9 YD-4C 0.12 0.50 0.06 0.06 6.00 635 0.4 YD-4B 639.83 639.25 83.82 0.0069 12 3.2 2.7 30.7 YD-4B 0.17 0.50 0.09 0.15 6.51 6.20 0.9 YD4A 638.25 637.83 65.17 0.0064 12 3.1 3.4 19.3 YD-4A 0.17 0.50 0.09 0.23 6.83 6.11 1.4 YD-4 637.83 1 637.33 71.25 0.0070 12 3.2 4.0 18.0 YD-4 0.07 0.40 0.03 0.26 7.13 6.03 1.6 16B 637.33 637.00 22.99 0.0144 12 4.6 52 1 4.4 YD-SA 0.28 0.50 0.14 0.14 6.00 6.35 0.9 YD-5 1 642.50 641.83 112.15 0.0060 12 3.0 3.3 34.0 YD-5 0.00 0.90 1 0.00 0.14 6.57 6.19 0.9 22. 641.83 641.50 15.94 1 0.0207 1 12 5.6 5.2 3.1 Design Year:. . .. .. 166 Prepared by: AMI,1H _-__-_----_-- 623.50 115.50 36 9.97 0.000 0.03 1.4 0.0 EX-90 9.5 1.4 12.9 0.0 0.01 41 0.01077 0.03 NA 0.01 0.04 62354 634.46 626.50 40.77 36 9.55 0.000 0.01 1.4 0.0 EX-92 9.2 2.9 26.7 0.1 0.05 83 0.08712 0.14 NA N/A 0.15 626.65 634.78 627.60 133.96 24 9.16 0.002 0.22 2.9 0.0 EX-94 7.1 2.3 16.05 0.1 0.03 20 0.01269 0.07 NA N/A 0.29 627.89 641.97 635.80 170.22 24 7.10 0.001 0.17 2.3 0.0 EX-96 5.5 5.4 29.61 0.5 0.16 16 0.04548 0.22 NA N/A 0.39 636.19 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 0.021 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 28.18 0.005 0.24 5.7 0.1 16 28.2 5.7 161.8 0.5 0.18 47 0.19447 0.50 N/A 0.25 0.50 629.50 636.00 630.75 105.84 30 28.18 0.005 0.50 5.7 0.1 16B 27.6 5.6 154.9 0.5 0.17 0 0 0.30 N/A 0.15 0.65 631.40 644.00 631.60 103.99 30 2758 0.005 0.47 5.6 0.1 18 5.6 154.9 0.5 0.17 76 0.29894 0.59 N/A 0.30 0.77 63237 645.00 632.37 205.18 30 27.58 0.005 0.93 5.6 0.1 20 8.3 181.7 1.1 0.38 14 0 0.50 NA N/A 1.43 633.79 648.00 633.79 34.18 18 6.30 0.004 0.12 3.6 0.0 22 [4.0 2.8 14.3 0.1 0.04 84 0.08293 0.18 NA 0.09 0.21 634.00 64733 634,00 102.90 18 5.03 0.002 0.24 2.8 0.0 24 3.3 13.02 0.2 0.06 24 0.02635 0.12 NA N/A 0.35 63436 641.92 634.36 75.80 15 4.00 0.004 0.29 3.3 0.026 2.5 7.886 0.1 0.03 28 0.02195 0.10 NA 0.05 0.34 634.69 639.83 634.69 67.47 15 3.11 0.002 0.16 2.5 0.0 28 1 1 1 1 1 -f 1 10.001 0 1 0 10.021 NA N/A 0.18 634.88 638.92 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 `m t: m s m o t ti 9 + 4 L N tC « y ° ° 3 xx N W ° C 0 N > O O O s 3 U Sc N 3 « A? U m o m E .N° ❑ N C 0 i0 c N °t C s O 0 c E ❑ 6 a - x 3 3 d a > a ¢ U O O' O d vi. rn � rn rn 1- w m in rn �f J ui O 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 6.84 1.46 1.00 0.84 0.00 BD 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 0.10 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 0.00 126 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 0.00 120 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 I 3B 6.0 J 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 0.00 148 3B 6.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0103 0.0200 2.0 0.0833 4.1650 5.02 0.68 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 0,22 0.00 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 0.59 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 a r w n a C w 0 r � O1 10 « 42 �, c p � c � s N N ,n N y .0-9 A # p 31 N T °- d 3 Z` ❑ i" n p o c 'm c m d x y 8 : '3 m 3 c s H O E c a « U _ � Q ci CJ O d ti rn 3 rn rn F w° d fn ui O' O u m 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 3.5192 0.1466 0.1432 6.21 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 4.67 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 I 3B 6.0 J 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 0.00 106 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 0.70 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 3:80 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 3.5 992 0.1466 O.t520 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 2.0 0,0833 4.1650 3.49 0.97 3.5192 0.1466 0.1622 6.69 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 2.0 0.0833 4.1650 5.76 0.64 3.5192 0.1466 0.1432 7.38 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 n C y Y m N « 42 V C N y -2 p. ° 3 t 3 , c t 32 V W L ° o U N N E 4 c f O o m p` A 0 c o m w rn n ul 3 b n E a > « U d rn �4 .c m Q ti ti C7 N, N 1- d v H i left 1 0.06 0.65 0.039 0.16 1 0.00 0.16 0.0010 0.0200 2.0 0.0200 1 1.0000 1 5.12 right 1 0.11 10.6510.0721 0.29 1 0.00 0.29 0.0010 0.0200 2.0 1 0.0200 1 1.0000 1 6.42 2B 3C 6.0 combined flow 0.4 0.07 0.161 3.69 left 1 0.05 10.70 10.0351 0.14 1 0.00 0.14 0,0010 0.0200 2.0 0,0200 1,0000 4.91 right 1 0.06 10.70 10.0421 0.17 1 0.00 0.17 0.0010 0.0200 2.0 0.0200 1.0000 5.26 4D 3C 6.0 combined flow 0.3 0.06 0.126 2.90 left 1 0.11 0.70 0.077 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 10.084 1 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1850 6.82 8B 3C 8.0 combined flow 0.6 0.08 0.182 4.18 left 0.34 0.70 0.238 0.95 0.00 0.95 0.0010 0.0200 2.0 0.0833 4.1650 10.06 right 0.34 0.70 0.238 0.95 0.00 0.95 0.0010 0.0200 2.0 0.0833 4.1650 10.06 BE 3C 10.0 combined flow 1.9 0.15 0.338 7.74 left 0.35 0.70 0.245 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 1 0.00 1 0.98 1 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 10.19 28 3C 10.0 combined flow 1 2.0 1 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 fo N N y W n ° c O u 3 c t o yn m o o u ❑ C N N y U% Y+ N -O N Y O m m Ib o u S ° y rn °. m m o n m c a > t O N t -J Q ti U C! O c6. W 3 W H .6 v 1- IY 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 0.0200 2.0 0.0833 4.1650 7.70 2B 3C 6.0 combined flow 0.7 0.10 0.222 5. 00 left 0.05 0.70 0.035 1 3 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 1 6.0 combined flow 0.5 0.08 0.175 4.00 left 0.11 0.70 0.077 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 0.34 0.70 0.238 1 1.55 0.00 1.55 0.0010 0.0200 2.0 0.0833 4.1650 12.10 8F 3C 10.0 combined flow 3.1 0.21 0.467 10.69 left 0.35 0.70 0.245 1.59 0.00 1.59 0.0010 0.0200 2:0 0.0833 4.IS 12.23 right 0.35 0.70 0.245 1.59 0.00 1.59 1 0.0010 1 0.0200 2.0 0.0833 4.1650 12.23 28 3C 10.0 combined flow 3.2 0.22 0.476 10.90 F--y Lic. No. 035791 0 10/26/20� Z a Z Lu ❑ ❑ en O Z J O u ( H j Z w NW W 0 N W O Q � 0 0 z ci J N cM 1 a O N C) N W N N W > w w z V) O > Q Q W ~ U ul � V < cn a a J U U 1__1 W1 2 � vW'1'1 Q Y O z O o UlU) F- Q wI N C O F L Q W C O O N U w J F G � a w w t=i1 JOB NO. 112066 SCALE N/A SHEET NO. 14 LANDSCAPING NOTES: 1. 1 LARGE STREETTREE PROVIDED EVERY 50' OF STREET FRONTAGE. 2. STREETTREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND lot 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 OFTHE PLANT. 4. STREETTREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE PRUNED BETWEEN Y AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. 5. TOTAL STREET FRONTAGE = 3,288' REQUIRED STREETTREES: 66 (1 TREE PER EVERY 50' OF STREET FRONTAGE) PROPOSED STREETTREES: 71 NOTE: 1,o68' OF STREET FRONTAGE ALONG DUNWOOD DRIVE (PORTION OF) REQUIRED STREETTREES: 22 PROPOSED STREETTREES: 24 NOTE: 376' OF STREET FRONTAGE ALONG CLAIBOURNE RD (PORTION OF) REQUIRED STREETTREES: 8 PROPOSED STREETTREES: 8 NOTE: 1,389' OF STREET FRONTAGE ALONG ARBOLEDA DRIVE (PORTION OF) REQUIRED STREETTREES: 28 PROPOSED STREETTREES: 28 NOTE: 455' OF STREET FRONTAGE ALONG GIRALDA COURT REQUIRED STREETTREES:10 PROPOSED STREETTREES:11 I v `� V I FT _ _ I- — — p / / 666 vim,_ i' r /��� _� / y / \ <\ GLENBROOK ATCONSERVATION PLAN NOTES: '\ \ I�x c / I \ FOOTHILLS \ \\ // / _ _�— - \ i\ L 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON PHASE I \ / ��y," x. — / AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING _/ ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. SCOTT R, INS;? O �0� 2. HEAVY MATERIALSUA DE SOIL SHIALLANOTRBEFPE MTDTEDHWTHIN THE OUTSIDE DRIPLINE OF TREES U Lic. Na. 035791,Ib TO BE PRESERVED AND PROTECTED. PERMITTED WITHIN THE _ _ �i �o� 10/26/20 �tv LOT ` \ / /,�" EXISTING �I EXISTING 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER � GLENBR00K AT MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL / A 162 OPEN SPACE I I OPEN SPACE NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. V / FOOTHILLS LOT 112 LOT 111 PHASE I I 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES / Itv I / I LOT 110 I I TO BE PRESERVED AND PROTECTED. / �\ �`„ I LOT 109 LOT ` \ \ \ ' �\ LOT 108 LOT 107 TREES TO BE PRESERVED AN PROTECTED. THIN 100 FEET OF THE OUTSIDE DRIPLINE OF I \ � -- - \ \ ,-� �' \ I �-, � _ - --L' I I 5. TOXIC MATERIALS SHALL NOT BE STORED WI / ^ � I / ERV D PROTE \ 163 i I / '�` 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS \ \\ i'"' _ _ I BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY \\ / x 5h ,F _ _ ENGINEERING DEPARTMENT. \ LOT �. �/ ,/ � nr� � ;� _w _- .,, - -� 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, \� \ -LOT 1 TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OFT EE _1&4-- �� \ �/ -`- �\ ,_.. ./r -== x / `Z -Ry;,=: / -- - — J PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS \� /� + / ��� '� - - - % -�' _ - HALL /�.y x - OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING S p p \ / / �� + �? '- W HEA..I�E -- �/- \ �I \ SIGNIFICANTLY REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL \•, /� \ +� PP \ \ F, -< fs I SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. LANDSCAPING PLANT SCHEDULE \ \ - --- \� / / _ , r1 \LSO / LOT 155 / -'`- N " 1 \ 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) TOTAL SITE UANTITY COVERAGE s O (� TREES FP FRAXINUS PENNSYLVANICA GREEN ASH 21/2"cal. 672 1 36 24,192 PA IPLATANUSACERIFOUA ILONDON PLANE -FREE 121/2"mi. 1 422 1 36 1 15,192 SCREENING V JUNIPERUSVIRGINIANA EASTERN RED CEDAR 4-5'ht. 16 1 16 256 IG ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24"min. 23 21 483 MP MYRICA PENNSYLVANICA NORTHERN BAYBERRY 24" min. 1 79 1 24 1,896 TOTAL CANOPY 39,384 A��v 1 I I Evergreen Tree Planting Detail Not To Scale 1992 L W PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH U --- _ - �- THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK, CARE FOR SERIOUS / INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. / a x x / b O -- \ / LOT 156 r - - - >\ x 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE / U � (4) FP STREET TREE / i ,L \ 1� _ / - \ \ ALONG CLAIBOURNE RD / \ PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON LU m o �,\ �\ + ` //' \ / BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND p In (4) PA STREETTREE / / / / LOT 157 I/ _ _ I I - -I- I - A \, j MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. / o O ALONG CLAIBOURNE RD / / / / / / ' - -� I- _ " 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION LOT 158 - - - / -/- - -_- '_ / I - _ - CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. �F/��I z LOT 159 I LOT 160 / _ _ _ /V� ` �� V /Old \ LOT �, GLENBROOK At \ �/ 0 y) / / 9 \ \) 54 % LOT \ / / FOOTHILLS - I LOT 161 y _ / \ FOOTHILLS - fo p- N v zo7PHASE IIA I / � �/ �/� // vv v �HASE I �/ / LV PROPERTY BOUNDARY(TYP.) //AsQ�< � � 167 / / r I L I � I / / � v \ � LOT 113 - - a LOT °-• \ � � '� ' ,' / _ j OP G zo8 / vv V / ' LOT p EXISTING / y �� ���4 D /� 7E)H �r. O�(,� OPEN SPACE �� i / �_ Q o % 1 00 Jm`� �_ / EXISTING // s LOT ) �-�� �4p J0" OPEN SPACE_ 52 o 0 LOT zo6 / LOT / / 4 / o Q 1% ✓ '+--_ Q �1, / I I � 4 / NN LOT ` (E LOT M��13 PF STREETTRE ��� / I� �S El - -:, / �ALONGARBOLEDADR _t I 204 �\ + ••,9 i _ I - / T I- OLEDA PROPOSE PUBLIC ROAD , + - �_ l • . I / l C'') c .=P 4 PUBLIC, � _ (15)PASTREETTREE.. °. 'v +, �� - 1,\ AA ALONG ARBOLEDA \ :\ \\ \ ti --AA \ •\\ .. \\ OPEN �� \ T 195 - _ — �_ M n - / co3 SPACE zo 3 _ 1 _ I _ TREES UP TO 4° CAL. SHALL BE STAKED \ \ S ram` \ \ / / + C _ ! I 19c,. WITHa-x"xz" HARDWOOD STAKES. \ I / I I c. TREES GUYED F4"CA.OR LARGER HATWBE ISTED, \ '\i \ `\ i \ O� O AND TURNBUCKLES. WITH COOSE AROUND I I I O. '. LOT \ Oho y"� + +\ \\ _v I / /� Imo____ I LOT 1 I I l.\ °•I 1/ /I O /-, v v _ _� _ • r I� T/ N ^ 1 REFER TO SPECIFICATIONS FOR 'i. DOUBLE STRAND #saGAUGE WIRE `.. - 11 'c 2O2 , ��0 v I \ LOT _�-%- + 18O I LO s' I Y/ II I l / `v pf'� FURTHER INFORMATION , WITH RUBBER HOSE&TURNBUCKLES \ / 04 h \ I I I I_ l---- O I I I LO1 I I I 1 I I 3 y e /yQ/ _ .� S'xY' HARDWOOD STAKE _ I \ 1==\J \ / 4� -_ _ 1= 11. I j / I I 1/ I I 17 I I �I Lea'/ Y ' > I`4 CUT& REMOVE BURLAP FROM TOP �� / I I _-____ GREENWAY'_ I 4____ (5)PASTREETTREE' I I I ` '' o a/30F BALL AS SHOWN (� '. � I 11-. GUYWIRES WITH RUBBER HOSE AND \ \ DEDICATION \ ALONG GIRALL)A CT �- 1 I LOT I I /=-_�_I I II I �� LLI C L \ SCARIFY SUBSOIL TO 4!' MIN. DEPTH \\ \ TURNBUCKLES z/3 UP TREE - MULCH SAUCER .AREA sxz" HARDWOOD STAKES, ALIGN I GiS�� ACRES TOPOF STAKES FINISHED GRADE \ \ \ (6)FPSTREETTREE4 �MULasAucER J I \ \ \ALONG GIRALD/ - / /� I I =—__�_ ( _ I I j 6 >�/� z 6 TREES UP TO y"CAL SHALL BE STAKED. \ \ LOT ' \ I �� l I I - ' Y ¢¢ U) . s/3 HT.OFTREE TREE54"CAL OR LARGER SHALL BE \ �: / ` r�/r AMENDED SOIL MI% U \ /` 1 I I I r-_ ( S I —_ W ` Op GUVED WITH EQUALLY SPACED � �" •T a- I 1 TWISTED #ra GAUGE WI R E WITH HOSE \ s \ 9✓ / T J AN D TU RN B UCKLES LOOP HOSE A A "" 9 V v + `,1 A� / �I } i -- LL L AROUND TRUNK ABOVE BRANCHES V A 1 1 f(.•-,�\ / V ���/6 L LOT O III- ASSHOWN, FLAG WIRES WITH \- // / 46 v^E' 1 /�''� C AND REMOVE BURLAP FROM TOP "' -h�' COURVEY TAPE REFER TO SPECS \ _ , A� j I 1 V (D N U N III �I v 192 o 43 OF BALL AS SHOWN FOR ADDITIONALINfORMATION. \ II J 7 S SCARIFY SUBSOIL TO 4' MIN. DEPTH III IIL -III-III 6 AMENDED SOIL MIXJILAIT 1 \ I I LOT� I /�/ \ I nT N �� J I _ _ -1 I I 11 8z �t , , I. �' / I 1 _ _ 7 - I LcfL III COMPACTED SUBGRADE �/ fi FOOTHILLS Q COMPACTED SURGRADE \ tP \ — S - I 181 1 ECAAM1 FENCE— A �/r M � GIXiD FENCE aysnc FTN'S CORRECT METHODS OF TREE FENCING 3'«r CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE \\ \ \ \A4 1 8 s - 1- -- o- a c I i \ \ I ', 11 / CROSSING - % U I--1 V ul Tree Planting and Staking Detail / Z Not ToScale \� 200 LOT ' � `� 1 —LOT ;> I PHASE IV I Q \ / \ 199s I 1 LOT I °o �� �- I i83 _ W County of Albeuarlr \ ` ?� - I I \n m T / Y s] Comervodon, ChecRWt-TO Be placedonlandscape BLaw \ \ \ \ \ / \ i / 1 191 _ �' /\\\ / O (Harrdbooly pplH-ztw-m-z�r for ramprle. apaamrnram) \ \ \ %� \ I co I -1 A A '__i ` \ -_I� _ __ - __-. LLI J Q V / I i � I O � /`� v � I � L TM1ef Ilowln Ire b ub M1 the oBn: \ \ \. -`— -- / /-- O In _ \ / / _ L &] Treesobesovad, \ \ .\ \,\ \ _� \� /�:L + 42 / / r E ZI Limilsofclemivgoutsidednpnneofvaestobesved): \ \\\ - / / \ ^ \\ /.\ �\_ / EJ L bon and type f promcnve fendng. ) � � o 1'§opoaad trenclsng or tuvnelirg Eayand tna lumta of aleming. \ \ , \ \..-- O�\ \ - _j I \ �, \\ \ - /---� JV / 1. MVWnas: \ e ' S -� I PROPOSED 5 r'- ( \vim \ "^ I ��T \ I �� O All neesrobe savedann all beah.aa withprmtarn® bbat eheigbleleady visible to egmpmeat operators. \ \^^.� _ —�— S S PRIMITIVE TRAIL \ —LC)T� >-- '\ (12) PA STREETTREE ` 1 p \ ems-- G/ / LILII ` ' w fl No®'•d4ishullbsginrmnllhotreemmLirgnasbaminspeMadanauppravNbyeCeuatyWspaciar. — - - �.- -_ --- —_. - -�-+5 \ 9 �r1< \ \- .. DR / 11 --1V� I (21)IG I 1 —� / /� Lam+ Y C J. Pre{'ennrudlen Cenrer me \ \ O \ \ 1 0 ' _ / / - I Z \ ALONG DUNNWOOD //'� p LC.VL \ \ — \ - fl Tree lneaer.aoo,and l-taeban meaaaaa enall>R reviewed with me aoaeoator on site. w a. Ranmmeeoae.-.nannnasmrece: \ S \\ \•` � �_i /XISTINGloo'STREAMBUFFER. U Ileavy equipment,venicWarnaflicard srmage ofoonstmetion morialsincludiagsoil shall not bepanmtted within ma driplines ortrees \ \- h \ (12) FP STREET TREE ro be suved J ALONG DUNNWOOD DR - F o 3 Son Ern.lannaa Stonmraler Debedbas Devirer: 24)MP _ J fl Sudr devi... nell not adversRea ety auvronmbe e®1 ay. -\" _ � � � A / \ fl Fires ire not pnmined wither lW beer oftbe ddpline oftiess rP be roved. Taxfr Ma@rmlr: - OPEN - s .\\ LO \ \ 11 l 5 ® Tovomatmala anau,nrc ba atered,mwia roar mnftw anoint of�, m besaem. V A - "� _ _ A O �'A ti i 18 Y�I rLu SPACE Q P S. Protenaa m� J Fenae: �V A - - � � i� V� V , / ; 1 fl m fl T' -. berowvuiwiWnACientofapmpasedbuading rgradivgacfitiryshallbaprotecteabyFmrcing. \ _ �, — -- -_ � / �� / °--, i / �/ N Fanpvg shalt be mPWoa and shell beerted eodaPfroved bye Comdy ffispectoclmorrogredrvg ormuntrucaon \ \ _ C l IF� �..1 -/`\. X 9. Tree N'e16: A - ---. El Whenthe ground Ievel rrmst be mraed witlw medapline ofe tree Ir be aeved, ahee weR ahallbaprovidedaMuconstruononddail •, r i \ - •• " \ S� \ Q \\ 1 \ •. G Q CN arb�redrraPprn.at LOT �I _ l k ' 10. T,ee Wan,. 188 fl m when Ne grotmtl level moattxlowmad within Me dnplineatreerobe seveel,.a lreewall snap be provided; andammil trnchonde�� '/ \}. \\. t/ \ / I 6 1 W p subauted for approval / \ \ , , S LOT 2 / / A F It. Trenchlnv ana'fmnNme. - - r% \ A �� I 1 T c fl Whan nandwrg ie required wiWm the nrmk ofeteanng, it shall be cone as far away Bom [ha mmka of Irsea sapgsaihle. TYumenng undaetarge rrce shall be mnsidamd ea®altemanve wnmrtrsaMadpared dmtnaceseary nenctung wdl deanoy feeder rook. - �� \ \ \\, �, � -.� �� \ \ � \ j- 12. Cleanup: �r ® PmleNVa rncurg shell be tha.eal items mmavad dunvg Na finet cleonW \ s;, �` __� /J OPEN Ia. Ipamaeed i rrer � \ \ � \ � J, ® Dmnagaa need anau kdMmadra[eA, by pmunrg;rmlimron oromer methods raeemnendad bye tract specials[. GRAPHIC SCALE � � � � 4 `` _-- S -- /I / / � SPACE NOTE: tT IS THE DEVEL PEft'S RESPONSIBILI"TYTOCONFER E TS. iFIE CONTRACTOR ON TREH CONSERVATION REQUIREMENTS. � o ao o ao - �`�`� ��� - - _-. t.. 9/8 2020 �� \ - /' Source: Va. DSWC Plate 338-2 OVMR S10NATLME faATE> , _� ', - I _ ( IN FEET) I �( \ � � � � - - \ �= . ' up) CONTRACT PURCHASER SIGNATURE (DATE) ✓ _ - ` S -. \ �6 lII - 401 sn/os Pmef on inch = AO ft.Nil / _ - • - , _� �. _ `_` ` • :✓ /" , 1 W lJ W Of m Of m JOB NO. 112066 SCALE 1 11=40' SHEET NO. 15 I 6o 6E HT. OF _ LINE OF SIGHT 655 OBJ=3.5' EXISTING GRADE 655 ` � — �SIGHTDISTgNCE_z— SIGHT TANCE= - $o, DIS— HT. OF — ---- OBJ=3.5' 650 — HT. OF ` —wrieri 650 EYE=3.5' PROPOSED GRADE 645 645 1� lD W Ql O m O N S r` Lo d 00 O t0 O m O M lD N m l0 m l0 N N •i l0 rl H �0 N tD 00 m w CO M lD CD H l0 d' It O 0 00 ,"I n rl 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 VERTICAL GRAPHIC SCALE IN FEET f inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 111(h = >o ft. 665 M 660 LINE OF SIGHT 660 SIGHT DISTANCE=zBo- _ HT. OF EXISTING GRADE _--- — — OBJ=35 — — FUTURE ROAD GRADE _ / 655 ��—�_ /— — HT. OF YE_3-EYE \ 655 SIGNT DIS\NCE / 65O ROPOSED GRADE 65o HT. HT. OF 645 645 Ol N Vl ID Ol ^ CO .t Ln N N w n N ri w M M �t V1 c6 m m �y �(1 frl .6 L!1 1 n L O 0) t0 Ln U lD lD 10 lD t0 � l0 tD l0 l0 w l0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6o 6E LINE OF SIGHT — — — — SIGHT DISTANCE=z53' — 655 HT. OF — — — — — — — — _ 655 OBJ.S' HT. OF _ SIGHTDIST \ EYE=3.5' — LNCE_z8o' 650 PROPOSED GRADE / HT. OF 65o \ OBJ=3.5' EXISTING GRADE— \ 645 645 M W O. l0 M N O O V1 1p O H W 111 rl N V1 ci ri M N 00 00 00 M N M l�l1 m S �.i' N 1 N '� ~ V1 O lmlt tail L�l1 00 Ln lD l0 l0 lD lD l0It �o w w l'J l0 kD l0 w lJ lD �D 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00 4+50 5+00 5+50 00 6E LINE OF SIGHT 655 — — — — — _ _ _ _ _ SIGHT DISTANCE_z56'_ _ _ _ _ _ _ _ _ zs_ _ _ _ — — Hr. OF 655 SIGHT DISTANCE_ 0 o HT. OF OBJ=3.5' EYE=3.5' T — 650 HT. OF \ 65o OBJ=3.5 PROPOSED GRADE 645 _ / 645 EXISTING GRADE _ 640 "„ M -• Nl O T n W l0 w l0 � It w � w L � �D o Ln s o m N rn M u+ m N a �n o m m l0 I 10 V1 m l0 N N 10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 640 SCOTT R. LLINS� Lic. No. 035791 a�, pow 10/26/20w� SINNAL EN�l r;. 0 0) z ti Q M J z CY) M O N 0 W CY) 1 N N W >_ 1-1 W Lu WLu > Q LL U = O W L90 Lu 1 w J Z z J 1--� U = � WLu Y o 0 O = ul c/) W ' O U) O W m Q uj (D J 0 0 (j 0 N u w J U ~ w w O w D. U7 JOB NO. 112066 SCALE 1"=50' SHEET NO. 16