The URL can be used to link to this page

Home My WebLink AboutSDP202200069 Plan - Revision 2022-12-15GENERAL NOTES OWNER: GLENBROOK LLC PO BOX 1467 CHARLOTTESNLLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET, SE SUITE 400 GLENBROOK AT FOOTHILLS CHARLOTTESVILLE, VA 22902 ATTN: ALAN TAYLOR ENGINEER: COLLINS ENGINEERING H A E IIISITE PLAN AMENDMENT200 GARRETT ST, SUITE K NOTE• GIS IS UPDATING THE IMPS FOR THIS CHARLOTTESOLLE, VA 22902 DEVELOPMENT PER RECENT PLAT RECORDATIONP# 1 (434)293-3719 /NSTy 202200012613 TAX MAP NO.: 1. PORTION OF 05600-00-00-057DO (DB.5039, PG66) - 9.50 ACRES 2. POR77ON OF 056A2-01-00-06200 (DB.5039, PG66) - 0.08 ACRES ( 0560E-00-0OR AREAS (OB.50RT PG.75) - PARCELS) ACRES AMENDMENT TO SDP2022�00021 4. EXIS77NG RIGHT-OF-WAY (PLATTED/ NOT YET DEDICATED) - 1.04 ACRES (SEE SHEET 3 FOR AREAS &PORTIONS OF PARCELS) TOTAL AREA: 19.94 AC. ZONING., R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT, WITH MANAGED SLOPES OVERLAY DISTRICT W H I T E H A L L DISTRICT IMP 56-57D & NEWLY PLATTED LOTS ARE LOCATED WITHIN THE ENTRANCE CORRIDOR NOTE.- 7MP 56A2-1-62 /S SUBJECT TO THE APPLICA77ON PLAN AND PROFFERS ASSOCIATED WITH ZMA201600005 AND DENSITY FOR T ALBEMARLE COUNTY, VIRGINIA DENSITY., ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT•6 DU/AC + 30 % BONUS DENSITY FOR PORTION OF PHASE 111 DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE POR77ON OF PHASE 111 DEVELOPMENT WITHIN URBAN DENSITY AREA OF THE COMPREHENSIVE PLAN - SHOWN ON SHEET 3). TOTAL PROPOSED DENSITY FOR BY -RIGHT PORTION OF GLENBROOK AT F00774ILL: PHASE 1. 10 SFD UNI7S WITHIN 3.61 ACRES (BY -RIGHT R-6) PHASE Ill: 144 SFD/SFA UNITS WITHIN 19.94 ACRES (BY -RIGHT R-6) PHASE V. 35 SFA UNITS WITHIN 5.84 ACRES (BY -RIGHT R-6) TOTAL PROPOSED DENSITY = 189 DWELLING UNITS WITHIN 29.39 ACRES TOTAL ALLOWABLE DENSITY.. 6.435 DUA (22.29 AC x 6 DUA) + (71 AC x 6 DUA x 30% BONUS INCREASE) 189 UNITS. (177 UNITS + 6 AFFORDABLE UNITS & 6 MARKET RATE UNITS) TOTAL DENSITY PROVIDED: 6.431 DUA 189 DWELLING UNITS(INCLUDING 6 AFFORDABLE UNITS + 6 MARKET RATE UNITS) PROPOSED USE. PHASE //// (THIS PHASE) SINGLE FAMILY DETACHED UNITS = 20 UNITS (NOT INCLUDED W/7H THIS S17E PLAN) SINGLE FAMILY ATTACHED UNITS = 100 UNITS TWO FAMILY ATTACHED DWELLING UNITS WITH FEE SIMPLE LOT = 12 L07S (24 UNITS) INCLUDING (6) AFFORDABLE UNI7S NOTE.- TYPICAL NUMBER OF BEDROOMS FOR EACH TWO FAMILY ATTACHED DWELLING UNITS SHALL BE (2) OR (3) BEDROOMS, EXCEPT FOR THE (12) 1-BEDROOM RENTAL UNITS) OPEN SPACE.• TOTAL OPEN SPACE PROPOSED (PHASE Ill) = 5.983 AC (3000X) TOTAL OPEN SPACE REQUIRED (25%) = 19.94 AC x 257. = 4.99 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION, WITH EXCEP77ON OF A PORTION OF OPEN SPACE F WHICH INCLUDES A GREENWAY EASEMENT (2.289 ACRES). THE GREENWAY EASEMENT WILL BE DEDICATED TO THE COUNTY OF ALBEMARLE, VA FOR PUBLIC USE. ALL 07HER OPEN SPACES AND POR77ONS OF OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0.422 ACRES OPEN SPACE B = 0.429 ACRES OPEN SPACE C = 0.206 ACRES OPEN SPACE D = 0.044 ACRES OPEN SPACE E = 0.085 ACRES OPEN SPACE F = 4.797 ACRES (INCLUDES 2.289 ACRES OF GREENWAY ESMT) RECREA77ON AREA: TOTAL AREA PROVIDED: 55,125 SF (NOT INCLUDING THE GREENWAY EASEMENT K17H PASSIVE TRAILWAYS) RECREAT70NAL AREAS INCLUDE A TOT LOT, FIRE PIT, RECREA77ONAL GRASS FIELD, BENCHES, PASSIVE RECREA77ONAL AREAS, DOG PARK, AND EXERCISE STATIONS. THIS INCLUDES OPEN SPACE A,B,C, AND 9,083 SF WITHIN OPEN SPACE F. TOTAL AREA REQUIRED., 200 SF x 144 UNITS = 28,800 SF SEE SHEET 25 FOR RECREA77ONAL AMENITY PLAN FOR THE PHASE III DEVELOPMENT. PRESERVED/MANAGED SLOPES. NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXIS77NG COND177ONS PLAN SHEET (SHEET 3) BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET NOTE VILLA UNITS 1-1/2 STORIES (MAX. HT.=25' & MAX. FOOTPRINT= 1665 SF) - BAYBERRY UNIT TOWNHOUSE UNITS: 3 STORIES (MAX. HT. = 30' & MAX. FOOTPRINT= 800 SF) - BALFOUR & POPLAR UNITS TWO FAMILY ATTACHED UNITS 3 STORIES (MAX. HT. = 30' & MAX. FOOTPRINT= 5,544 SF) - 2 OVER 1 UNIT SETBACKS: FRONT. MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM - 25' MAXIMUM SETBACK SIDE. MINIMUM - 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM - NONE BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR. 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT.. NONE TOPO & SURVEY: TOPOGRAPHY PROVIDED BY A COMBINA77ON OF ROUDABUSH, GALE AND ASSOC/A7ES AND LOUISA AERIAL SURVEYS INC., ✓ANUARY 20OZ GRADED AREAS WERE FIELD SURVEYED IN 2017 THE UPDATED BOUNDARY LINE INFORMATION WAS SURVEYED AND PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN OCTOBER 2021. INFORMA7ON FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. DATUM: NAD 83 EXIS77NG VEGETATION: PAR77ALLY CLEARED AND GRADED UNDER PREVIOUS LAND DISTURBANCE PERMIT. LIGHTING: NO LIGH77NG IS PROPOSED PARKING: REQUIRED PARKING 1. (2) OFF-STREET PARKING REQUIRED FOR EACH UNIT SFA UNIT- 100 UNITS x 2 SPACES = 200 SPACES 2. (2) PARKING SPACES REQUIRED FOR EACH 2-BEDROOM APT. UNIT.. 12 UNITS x 2 SPACES = 24 SPACES J. (1.5) PARKING SPACES REQUIRED FOR EACH 1-BEDROOM APT. UNIT 12 UNIIS x 1.5 SPACES = 18 SPACES J. GUEST PARKING (1 SPACE / 4 SFA/MUL77-FAMILY UNITS): 124 UNITS x 1 SPACE/4 UNI7S = 31 SPACES TOTAL REQUIRED PARKING: 273 SPACES TOTAL PARKING PROVIDED (SFA & MUL77-FAMILY UNITS): 216 GARAGE/DRIVEWAY PARKING SPACES 25 OFF-STREET PARKING SPACES 22 ON -STREET PARKING SPACES TOTAL PROVIDED: 273 SPACES NOTE: ON -STREET PARKING SHALL BE PROVIDED ON ONE SIDE OF THE STREET WHERE INDICATED ON S17E PLAN. NO PARKING SIGNS WILL BE SHOWN ON THE FINAL SITE PLAN DESIGNATING AREAS FOR ON -STREET PARKING AND WHERE THE ON -STREET PARKING IS PROHIBITED. PHASING THIS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT, WHICH IS BEING DEVELOPED IN PHASES TOTAL, INCLUDING PHASE 1, 11A, IIB, III, IV & V. BURIAL SITES. NO CEMETERIES WERE FOUND DURING A FIELD INVES77GATION OF THE SITE. STREAM BUFFERS. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTEC77ON ORDINANCE RETAINING WALLS. (1) RETAINING WALL IS PROPOSED PROPOSED WITH THIS PLAN, SEE SHEET 10. LANDSCAPING STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SEC77ON 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 14. SEE SHEETS 23 & 24 FOR 7NE LANDSCAPING PLAN. NOTES BUILDING SITES: EACH PARCEL CONTAINS A BUILDING S17E 774AT COMPLIES WITH SEC77ON 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED, WITH THE EXCEP77ON OF THE TWO FAMILY ATTACHED DWELLING UNITS PROVIDED ON THE 12 FEE SIMPLE LOTS (LOTS 121-132) STREAM BUFFERS/FLOODPLAIN: THIS SUBJECT PROPERTY IS LOCATED IN ZONE X THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON THE 3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D ADOPTED FEBRUARY 4, 2005. SUBJECT PARCELS, PER FEMA MAPS 51003CO228D & 51003CO229D; FEBRUARY 4, 2005. STREAM BUFFER EXISTS, AS 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. ) SHOWN ON SHEET J. 5 ITE TRIP GENERATION. 7RAFFlC IMPACT NUMBERS ARE BASED ON THE 17E TRIP GENERA7ON MANUAL LOTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 124 DWELLING UNITS (100 SFA UNITS & 24 MUL77-FAMILY UNITS) OFFSITE D1S77/RBANCE.• NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE 77E-IN CONNECTION TO THE SANITARY SEWER ADT RATE - 7.32 VPD PER DU = 908 ADT (454 EN7ER/454 EXIT) WITHIN EXISTING U77LITY EASEMENT. AM PEAK RATE - 0.46 VPH PER DU = 57 VPH (12 EN7ER/45 EXIT) FIRE FLOW / BUILDING CALCULATIONS: PM PEAK RATE - 0.56 VPH PER DU = 70 VPH (46 EN7ER/24 EXIT) WATER/SEWER: THE DEVELOPMENT WILL BE SERVED WITH PUBLIC WATER AND SEWER. THE WATER PRESSURE FOR THE 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPS7ER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. DEVELOPMENT IS 2850 GPM AT 60 PSI. 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE. ISO CALCULAPONS THE MAXIMUM REQUIRED FIRE FLOW FOR THE PROPOSED USE, BASED ON ISO CALCULATIONS, IS 125E GPM. 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. IMPERVIOUS AREAS 9) ROADWAYS AND PAVED CIRCULA77ON AREA = 150,620 SF. ON SEP7EMBER 28, 2021, THE ALBEMARLE COUNTY PLANNING COMMISSION Proposed Roadway 148,990 sf APPROVED A REQUEST TO VARY THE PRIVATE STREET SIDEWALKS AND Proposed Sidewalk 39,200 sf PLANTING STRIPS SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE DESIGN OF THE SIDEWALK AND PLANTING STRIPS MUST BE IN Proposed Driveways 42,880 sf ACCORD WITH THE PROVISIONS OF SEC77ON 14-422, WITH THE Proposed Residences 167,500 sf EXCEPTION OF THE LOCA77ON OF THESE ELEMENTS WHICH MAY BE Proposed Emergency Access 4300 LOCATED IN GENERAL ACCORD WITH THE LAYOUT SHOWN FOR LOTS 56-65 AND LOTS 86-97, AS SHOWN IN THE PRELIMINARY PLAT 777LED "GLENBROOK AT FOOTHILLS - PHASE Ill, INI77AL SITE PLAN & 402,870 sf OVERALL ACREAGES PRELIMINARY PLAT," PREPARED BY COLLINS ENGINEERING, LAST TOTAL ACRES OF LOTS., 10.25 AC (51.3%) REVISED MAY 20, 2021. TOTAL ACRES OF OPEN SPACE: 5.983 AC (30.0%) 2. A MAINTENANCE AGREEMENT FOR THE SIDEWALKS AND PLA77NG TOTAL ACRES OF ROW 3.55 AC (17.8%) STRIPS ASSOCIATED WITH THE PRIVATE STREET MUST BE RECORDED (2) PARKING AREAS. 0.154 AC (0.9%) I WITH THE FINAL PLAT. RE c ^/✓ "r 14 OVSE F �� >, �IAILR - -yf h� UBJEC / SITE �. LICKINGHOL BASIN OG ✓ r I I �` -� - , I = , F- OUTS v � 1 l VICINITY MAP SCALE: 1" = 1000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 PROFFERS 3 EXISTING CONDITIONS 4 OVERALL DEVELOPMENT PLAN 5 SITE PLAN 6 SITE PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 GRADING & DRAINAGE PLAN 10 GRADING & DRAINAGE PLAN 11 ROAD PROFILES 12 ROAD PROFILES 13 ROAD PROFILES 14 SANITARY SEWER PROFILES 15 SANITARY SEWER PROFILES 16 STORM SEWER PROFILES 17 STORM SEWER PROFILES 18 DRAINAGE MAP 19 DRAINAGE CALCULATIONS 20 NOTES & DETAILS 21 NOTES & DETAILS 22 NOTES & DETAILS 23 LANDSCAPING PLAN 24 LANDSCAPING PLAN 25 RECREATIONAL AMENITY PLAN 25 Total Sheets LEGEND ROADS EXIS77NG CULVERT EARTH DITCH 0 CULVERT DRIVEWAY CULVERT Q � DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS 0 CURB & GUTTER - - - - - PROPOSED PAVEMENT T 0 EC-3A DITCH - - - -200- - - - EXISTING CONTOUR DEPTH OF EC-3A DITCH 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVA 71ON 6" DEPTH OF EC-2 DITCH BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. S. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOU. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT /R. Cl96LLINS Lic. No. 035791 12/14/22�� SSIONAL E�O� z O H w � g O f w O z U z O g o a O � w ~ J J Z Z Q Q K w z z O k k a 0 z w U Z U) a QQ in .--i N (A w W 0 w O z g 3 ae ¢ Lf) a a o 0 N O� U) a 0 Ln Ln > z z z m m W �U)aM z V) o c0 U) M U) K z o 3 z w a � F J Q Z J L z z N N N N N Lu N N . N N M H v o 0 C, v Q o � ; o V CO W 0 0 0 L9 z z~ W M M Q N � z go 1 2: WN O Q N z W CNN Q z J W JL9 _ 1 H� z0 1--I _j LU LU Q 0 W0 =U Y � LU ~ J D H� z i i W 0 LU J � U_ Jw 0 Q 0 0 O O m U N z Lij U F- w J w ,nn w a V C JOB NO. 112066 SCALE AS SHOWN SHEET NO. 1 PROFFER STATEMENT FOOTHILLS CROSSING Date: February 6, 2017 ZMA #: 2016-05 Tax Map Parcel #: 056A2-01-00-06200, 05600-00-00-057Co, 05600-00-00-057B2, 056A2-01- 00-06100, and 056KO-00-00-00OA2 (the `Pmpertn Owner(s) of Recor(k Route 240 Holdings, LLC; Edmund J. Daily, Christopher Daily & Cynthia Daily DiCaoio; Route 240, LLC; and Foothills Crossing, INC. Rezone parcel 056A2-01-00-06200 totaling approximately 113 aces from R2 Residential. (R2) to R6 Residential (R6), and mom then parcels (05600-WO)-57CO, 05600-00-00-057B2, and 056KO-00- 00-00OA2) totaling approximately 3156 acres from Rf Residential (R]) to R6, and a portion of parcel 056A2-01-00-6100, containing 3.24 acres from Light Industrial (I.1) to R6. Total Laid Ares: 37.93 acres Pursuant to Sections 33.4 and 33.7 of rise Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed herein below which shall be applied to Foothills Crossing (hereiwaher the `Pmpevfy if the Zoni.ig Map Amendment (hereinafter the "ZMA') is approved by the County of Albemarle (the "County'). These conditions are proffered as a part of the requested ZMA. and it is agreed that (1) the ZMA itself gives rise to the need for the conditions, and (2) such 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 056A2-01-00-06200, 05600-00-00-057CO, 05500-WOO-057B2, 056KD-00-OD-0o0A2, and a portion of056A2-OI-00-06100. The Application Plan shall refer to that certain Application Plan prepared by Collins Engineering February 16, 2016 last revised January 1.2017 (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 designec: 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 amp 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 rest yards abutting the open space where backs of buildings are visible from the street. Page I of 8 controls established by this paragraph 6B. At least thirty (30) days prior to the conveyance of any interest in any Fox -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shag 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 hem satisfied. (3) Reg 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-cuaent Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the tam of the rental or lease agreement In addition, during the Affordable Term, the then -cement Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates ss the County may reasonably require. C. Cash. in lieu of Construg&g Affordable Dwelling Units. In lieu of constmetmg 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 (324,375,00) (the "Affordable Housing Cash Proffer') for each such unit The total cash contribution due to Albemarle County as noted above shall be based on the total number of affordable units built in the Project 7. Cost Ind Beginning January 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 friction, the numerator of which shall be the MSI n of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Chnh$e'). By way of trample, the first annual adjustment shall be Seven Thousand Throe Hundred and Thirty Three Dollars and Eighteen Cents ($7,333.18) x 2018 MSI/2017 MSI. Each annual adjustment shall be based on the amount of the proffered cash contribution due for the immediately preceding year based on the formula contained in this Proffer 7 (the amount derived from such formula shag be referred to bereinafter as the "Cash Contribution Due'), provided, bowever, 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 (35,447.57) per single family attached dwelling unit and Seven Thousand I = Hundred and Nineteen DDRars and Ninety One Cents ($7,419.91) per multifamily dwelling unit under Pmffa 5 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars (524,375.00) per affordable dwelling unit under Proffer 6 (the "Minimum Cash Conttibution'D. The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. Page 5 of 8 d) The Greenway tm0 system shall include a connection to this phase of the Foothill Crossings Neghborhood 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 takea as an iatetpremtion of any provisions of the proffers. L Pa�pctreet 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 lanes, parking, sidewalks, street trees, and curb and gutter. Pack 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 aaw determined that the roadway is safe and convenient for traffic (hereinafter, "completed') prior to issuance of the tenth (10e) certificate of occupancy (basin 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 lame road in the general location of the road identified as Eastern Avenue Connector Roadway C Eastern Avenue') on theApplimtion Plan. Eastern Avenue will be an "avenue section" in design, with bike lanes, parking, sidewalks, street trees, and curb and gutter. Eastern Avenue shall be constructed, bonded and ready to be recornmended by the Albemarle County Board of Supervisors for accepmace into thepublic 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 (506) CO within the Property. Once the Owner completes Eastern Avenue and within sixty (fill) dayR after the written request of the County, the Owner shall dedicate Eastern Avenue as a public road. 3. Greenway Trails. A. Construgiu andDedication of QireCii=1n& 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 dha0 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 (100h) CO for a single family dwelling within the Project Upon the request of the County, but not prior to the issuance of the reach (101h) CO within the Project, the Owner shall dedicate to the County an casement for public use over the Greenway area, as shown on the Application Plan. Prim to the County's request to dedicate such easement the Owner may dedicate portions of the Gteenway, by casement concuaently with one or more subdivision plats for areas lying adjacent to the Cueenway; provided however, that Owner may reserve in such easements, rights of Page 2 of 8 S. Credit For In -Kind 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 value of i) Eastern Avenue, and related improvements to be completed by Owner, h) the Pedestrian Tunnel and id) the C.reeoway Trailimprrovor mts, (collectively referred to as the "In -kind Contribution'). The In -Kind Contribution shall be One Million Two Hundred Thousand Dollars ($1,200,OOD.00). The In -kind Contribution reflects the value of the fmprovements that the Owner has committed to make pummawt 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 Contmbution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contrbution may not be applied for say other project or development Page 6 of 8 access for utilities and maintenance Each subdivision plat sha8 depict the Greeaaay area to be dedicated and shall beat a notation that the Greenway arm is dedicated for public use If, at the time the County requests dedication of the Greenway, any part of the Cmeeway 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 Panamint to approval by VDOT and the County, the llwn= shall construct a bike and pedestrian tunnel (herein after the `Pedestrian Tunner) along the trail network u 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 truth (loth) CO for a single fandly dwelling within the Project 4. Community Civic sweets. The Owaa shall provide not less than 20,000 square feet of land widl n the Project for a Civic Space in the general location identified can the Application Plan. The Chic Space shalt be substantially completed prior to the issuance of approval of the tenth (10") 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 Ovic Spaces to the Owner's Association. 5. Cash Proffer for Capital Improvements Projects. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right tender the zoning in existence at the time of this zoning amendment for the purposes of addressing the fiscal impacts of development on the Comity's public facilities and infractmctme, i.e., schools, pob&c safety, h'braties, patio srd tnnspartation. For the purposes of this Proffer 5, the number of units allowed by right under the R-1 Residential zoning is thirty five (35) single-family, detached wits. 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 crib contributions shall be Seven Thousand Three Hundred ThiM, Three Dollars and Eighteen Cents 17,333.18) for each single family detached dwelling unit, other than a constructed Fa Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 6 In other words, the cash contribution for market rate dingle family units shall begin after a budding permit for the 35th market rate single family unit is issued and prior to the Owner obtaining a building permit for the 36th market we single family unit The cash contributions shall be Five 1housanr. Four Hundred Forty Seven Dollars and Fifty Seven Cents ($5,447.57) `or each single family attached dwelling unit, other than a constructed Far -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such and 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 Rmt Affordable Housing Unit within the Project qualifying as such underProffer 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 prot'fets 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 05600-00-00-057112: By CHRISTOPH DAII. By. EDMUND . DAILY (\�J (afNTH]A L. DAILY DICANIO Date: 6 20/7- OWNER of Tax Map parcel 05600-00-00-057CO & 056A2-01-00-06200: ROUTE 240 //H�jOLLDINGS, LLC, a Virginia limited liability company By. 0& ALANTAYLOR, MANAfffik A-JTPtoR1- 6LO Opole-Cln_ Date: Fe_b $1 100 Page 7 of 8 6. Affordable Housing. The Owner shall provide affordable housing equal to fifteen permit (15a/n) of he total number residential units constructed on the Property. For example, if one hundred (10)) total units are constructed in the Project, fifteen (15) units, or their equivalent, are required to satisfy this Proffer 6. The Owner or its successors to interest reserve the right to meet the affordable housing objective through a variety of housing types, or through cash contributions, as more particuarly 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 Homing Office or its designee. "For -Sale Affordable Housing Units" shall be dwelling units offered for sale at no mom than sixty five percent (65a/o) of Virginia Housing and Development Authority's ("VHDA') maximum salts price for first time hcme-buyer program. The Owner shall provide the County or its designee a period of one hund-ed twenty (120) days to identify and prequalify an eligible purchaser For-Sa c Affordable housing Units. The one hundred twenty 020) 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 pueeh iser(s). B. Fox -Rent Affor (1) Rental Rates. The initial net rent for each must housing unit for which Owner seeks qualification for the purposes of this proffer 6, ("Fur -Rent Affordable Housing Unit' }shall not exceed the rheu-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 Pot -Rent Affordable Housing Unit may be increased up to three percent (3o/a). For purpose of this proffer o'B, the term "net rme, means that the rent does not include tenant -paid utilities. The requirement that the rena for such for - rents fox such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 6B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each Fur -Rent Affordable Housing Unit, or writ the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Fatmem Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term'). (2) Conveyance of Interest All deeds conveying any interest in the Fox -Rent Affordable Housing Units during the Affordable Term shell contain language reciting that such unit is subject to the terms of this subparagraph (2). In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and Page 4 of 8 OWNER of Tax Map Parcel 056A2-01-00-06100: ROUTE 240, /JL/JL�(�C� a Virginia limited liability company By: V - -A— ALANTA'YLOR, t,v hvrtta_r_o Orrle-R-ht, Date: F,6 q, OWNER of Tax Map Parcel 056KO-00-00-00OOA2: FOOTHILLS ///(CROSSING, INC., a Virginia corporation B. V ,& ALAN TAYLOR,A A%JT1tvv14`Z—Pn or Pl.�rts4� Date: F41i Ql 'Lo l "] IIbS]f6r_6 Page 8 of 8 Amended PROFFER STATEMENT FOOTHILLS CROSSING Date: March 28, 2022 ZMA#: 2021.0015 Parcel ID #: 056A2-01-00-06200 Owner of Record: Glenbrook LLC Rezone Parcel ID # 056A2-01-00-06200, totaling approximately 1.89 acres, from R-6 Residential to R- 6 Residential. Total Land Area: 1.89 acres The owner and applicant specifically deem the following proffers reasonable and appropriate, as conclusively evidenced by the signature(s) on this document. The Proffer Statement for Foothills Crossing, ZMA 2016.05, dated February 6, 2017, and approved by the Albemarle County Board of Supervisors on February 8, 2017, shall remain in full effect, except that the development of Parcel ID # 056A2-01-00-06200 (the "Property) shall be In accord with the Application Plan prepared by Collins Engineering dated February 16, 2016 and last revised on February 18, 202Z exempting the Property from the Building Type requirements of ZMA 2016-05. [Signature page follows] The undersigned g ed Owners) hereby proffer that the use and development of the Property shall be In conformance with the proffers and conditions herein above. This Proffer Statement may be executed in Y 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: OWNER of Parcel ID # 05GA2-01-00-06200: Glenbrook, LLC, a Virginia limited liability company By: Riverbend Development Inc. Its: President _' Alen R. Taylor Its: President Date:7.7r- El 2 SCOTT/R. Cl9LLI: Lic. No. 035791 12/14/22�� SSIONAL E�O� Z k O m CO U u z Z M N 0 Z g 3 O a U) Vy' LU Ln Ln LU J J W M_ F w � O f w O Z U .. z O Z F g a O LD U Z z LU z � � Lu Lu F 2: a Z w Z = g U) a un 0 w oe w F- ur) Q d O 'Ln w Ln CO F m 5 =) U) Z to C7 U) n U ti K Z OUL 3 Z w a Q � i Z si LU Ic:1 O I' N O O 1� ZMLU M co Q N z 0! W I WN Q N z W \N Q / 0— ZJ LU _J LOCO 1 H 1— 4 UO�/ 1 4 1 L Z 0 � w ��LU//�� V/ O W�=� 1 UlLU ~ J H� Z w O LU Jun Q ®Q o U o m N z w J LU w Cie (DLn JOB NO. 112066 SCALE N/A SHEET NO. 2 - _ ' THREE NOTCH'D - � ---� --- _ � - - _ v I },� � -- ROAD -ROUTE ROUTE 240 / /--------- -- -- jj� -1-T\rl \\ c�! nniiT�l-� *y `,. .T IDS Jn 11 D.B. 1997NPG SEWER II I , \��' / a\ �- ", \ / _ _ _ --- / - ------ - - EE 6 , IF124022 _ I T ZO' SANITAR - - II 235 \ / s„\ - - -- / - - - - - - - - - - - _ \ - - - - -- - - - /----------- - -- - - - 1 20 ACSA SANITA ' ' / ! FUTURE __-------------------------------------------------- --/ - __ - _-----__-- IV /)I II�II� EX. DBW 5389ER ASPG 86T RY�.A .�1\ \ - _ ----- - - _ - - _ _ - _ _ _ - - _ _ _ EX E LOT -- - - - - -- -- -- -- -- - _ / PH / \\\ ISTINGLOTILIN '�' /� g -- w r\ \ SE - - -- CSX RAILROAD - -- - -- - -- __ _ - I -- -- ---_ - ---- ---- /I I `.7 , p , , -I., ,v, `,V`, '.v A v // - POSTED SPEED LIMIT - -- -- �- / / -- -- --- -__ - ' `�` \-•.•. v \\ FUTURE v V '' '� -- / �/ '/ /-/ ----- / ,I 1/ .L . f �.v .V.�.A \ XISTING VA v PHASE V / - - -- 25MPH - _-_ / --___ / c --- / I/I � %1.•.•.-1'. L --- -_ - -- - -- S89'S9'55"W 555.42_ - - - - _ - -- - - -- - - -- �� -- / / ' I -. LL,L.,...1. )� 1..i\ \ :. \ T\EE �� __ _ - - -- --- -- - - _ _ - - - _ J IIB _ - _- -.- _ -- - - - - - _ _ _ --- --- _ "- ---- - --68 -- - =_- -= -- --.. -_ --- -- was-- --- -- - __ - ---- \ EI\\ 01 L m ,.._. 3'__ - M -,� M M M M M M m M M M M M M - 1 !t.'.' \ \� S F',T1a,�M.�.-M ..-M -c \' \_ S89"59'S9"tN-216-08` i i -- _ -- - -- _ __ _ ---. -- - -.. - - - - - - - / - - - - - -M . - -- - _ - L \ --tea-- ----- --------------- ------- ------ - -------------- --- 7 ----- ------ �--- ----- -- ------ /// / 1 I I / 1 \• \ \ \\ 0�� FUTURE \ \ �� ZONAL - - = _ -.,.. \ / _-- -- \ \- �. \ \ 1 1 \ 1. -. 1t• t.'.`-'.� \ 1 \ 9 PHASE _ STEEP SLOPES / D.6.611,PG.44o - - \ \ \ 1 �_ \ \ ;,1F; ` \ .\ � \ 1\5 \ �^ /� \` \ MANAGED 20'WATERLINE EASEMENT ' \ -LLLL 1 9 \ / � - I A A A A I 1 1 V I :.:... 1. .�. i\ � _ �. vv vv 1 A 1 \VIIB LOT ° - - - / ABM 1 D.B. 692, PG. 148 seo- - \ \ \\ \ , \ \ \, . , \ \ \ \ \ \ ® � I I � I I /� � I', A _ A V A v \ V A A A A\ A A\ \\ - Z ' V .' .'.'.A • v �VA V AVA A A A V� \ \C I P STED S EED LIMIT <. r _ v v A v \ v v v v �V ' / TOP OF < I. .. \. \ \ I I I° ^� �� v ' I A'. A V v Av N ,'1','.'.'. �i ,'._%%, ` a \I v a V v .v �. m / �H=671.09 I v v I A 1 A v -v -:� - v v vv v v T v \ v I a �.' v vvvvv a_ 25M H I < R ° v v �.: >`.`.'. Iv ` vvvvv / 1 J v v n OVERHEAD s "� I v mess., v v I A, , v I" .'.I'.'.'.'.'1'.'l .� .�\.' .v. v1L° v v vvvvv i v I I N s° 14' 56°E 1 - ` yv ELECTRICLINE� - v v I h_ A �,',I •I.' -•.It. 4`,--', ,`v'-`,` v v v vvv _ , `� \ \ \ \ \ \ OWNER: GLEN L I - 1 1 lessr 1 \ I ! \ _ I _ m I / \I\\---s78/I I `C \ / - \ \\ \ \\ I /\� \ \ I 1 � �� \ \ \ \ .'.I / '.'.Il.". '.\ \.'.'. �\\ \ \ \\�TM[i: 05600 B2 - -676 - - - - I \ \ I \ \ 1 I 1 - \ ` \ zz EXISTING. --� 1 ` • : • : • \ \ �. ACREAGE: 8.50 AC "� _ _ �_. --\..0.\ DELTA:42°2.28' } 3 \ / / i \ `.t CREEI�� -\-.'1 .1 \ \ \\/\ IT - --- ��--- - \ a L=392.28' TMP: s8e 056A2-01-00-06200 % - - - -\ ZONING: R-6R IDENTI --_--- - _ - 874----- .-._. \ / / I I \ `-.1.-.'1:.. . ):.: �_\LL .,.\.'.I.:.I\ \ \\ USE: SINGLE FAMILY RE I i m - H \ \: -- sB TANGENT: 205.50. /' ---- / I I \ / / / / / I I \iI 1 \ ,\ .\ -'-) \ \ \ D.B./PG.: SINGL503�/75 I \ �- - CHORD: 383.40' / OWNER: GLENBROOK, LLC / �` / / � / / i \- \ \-`.`-i---j• -- -` .`� \, a.`-'.'� I -- EX. PARK RIDGE DRIVE RNV ��. BBARING:N69°34'02W --/ / \ �•.\.`. .`.`..`..`..'.. ti \.. 1 J J w\ eaE toa srree r _ &4 \ AC�2EAGE: 1.893 AC / / / - :t; { '. \ \ \ \ \ / \ \ \ / Q Q On �t,7� \ f / i I / \ / / / - r \ \ - \I \ \ \ \ \ r �7 I' i' I-. of \ II DB. 4972 PG.726 I --4- _� / ZONING-. R-6 RESIDENTIAL _ \ _ - / / / / /.., I 1 .•I ..1�.• .•--1-...y`• \,. .' a.�.`. \\ \ \y\ \� \��/ z r HILL T�P ST 3 _ 'n \ ! / D.B./PG.: -5039/06 J / \ - - / / / / / / "i`,, 1 .' 1 .1.... ., . \ �� , O g \ -i USE: RESIDENTIAL 4? / / -4`•. \ \ \ a s m m \ \ / M n -sys M _ _ - / / / / / // \ \ \' \.`.a `.l,`-'.`L'-'.•.'. \ . _. '`. \ \ \. \\� �� '-><_s � �� - D u=i V) N8�° 39' 26' W \ \ \ R 530.50' .. ti - -' - - - I 7 -� l / ' . \ - a - - \ 4 - s v82.i i' I s \ \ \ o N L-71.72' \ a / / / 1 I I ". 1 \ \.`� .'. `.'.j '•....-.. \ \ \- ..I \ \ \ U (n Z I \ 1 \ \ DELTA 7°44'48" \ / - - -- - \ 'i \ \ . `. `. . \ \ \ \ \X \ \ , (A .-i N os5 oa- 37 I ° I \ \ . bo \ - -- / I 1 \ ittN.J E � 71,, \ 1 TANGENT 35.92' \ I / I \ - / `1� ... 99' .•.'.---.'•' \ '� \ \ W , , OR WAL H S RG IT DUN -04-00-Op It S89° 14' 56"W\ 1 \ \ CHORD. 71.6T \ \ ' / - ` \, , \ V A v 0.�030 AC S f L MAN � _ 85.89, A , BEARING: N44°30134"W I A / 1 1 L \ \\�\\� v / u z ZONING: R I RES D AL/ fp , 1 \ -\\ / q.B. 2825 .476 / / 0.21 0 AC E MA TTMP 056A2-04-00-000A2 \ \ \ \ - _ / i / h L' ,' \ \ \-, ' .�./ I COUNTY OF ALBEMARLE \ k / \ / \ 1.'.'. •.'. `.'.'.'.'I' )\.` �\ `.- �/ i ZO ING: -6 \ \ - \ ss / - \ I.•.'I.•.'.•.•.•.%'.- 1 `,',`,`,\ \ I �jDEED OF DEDICATION TO ALLOW \ - �I \ ICI \ %^IRE-IP `\ R-396.so' �� \\\ \ / -- �' / 600-00-00-05500 y 1LL,•,.,.._,LL,.,LL. 1 ' \ of0 oo-oscoo qLI / \ \ \ i / / / ^OWNER: CO TYOFALBEMAR4 00 L`- .`- - .. - � .) \ ,\\. -. \\ w J Z i / Fox, Cx si'OrxeR 1 I' FOR THE CONNECTION OF PARK\ / �j 4J.8. 5 LPG \=396.90' \ \ _ _ _ \ • , • - • , ^ I I Z / `' .Ha.>rst Q /'S33 1 RIDGE DRIVE TO HILL TOP STREET DELTA: 48°2@'OB° \ \ \ \ / '\ • �- - r - / , 1i bo iN \ \ \ - FINAN ADMINISTRATK)N R� 14 •--�,'. LL t �• - i / / � � o.za3dACREs �` I " \ HAS BEEN RECORDED, I `\ \ TANGENT: zl t.ts', M 6 \ \ \ _ _ - / / - \ .' •'. s \ . • \ \ � " ' \ \ \ / / / ' / W I / ZO�aiNG: R-s IDE I \ D.B. 4850, PG. 52 CHORD: 385.18• \ - m \\ \ \ \ S40° 38/11"E - / - \ - -' _ / ACREAGE: - 2.19 AC \. /I \ \• - � •' • • .. \ \. / / , '��/ D�.B.s1s8FG. ]z ♦\\ I \\ I ^----- ----- BEAIiINc:Nss°3ro0"w j `sue \ \ \\ \\ 15z.4a' //'� \ - - / / - DBNPG.: 2397431DE - \� I .`,\,'I' l "� �x� '\`�\\a,.....' .' : \\ i I I II �l li N L \"`LL \ y - \ \• / 7 �s �� \ I sat \ /64 - / -- - - i/ / / l / % � - � � A / . / ° / ^^\ // I \ - � �\ /' EX.SAN. - - - \ \ \�_�' // _ _ � _ ,' // / / // / / / /� ^^ - w" x I� v I I '\ I V �v � ��SWRTOBE V vv / / / I / / �� / / � .� / / - �``"� - I -% M I 11 V vv �� REMOVED `� v //V - - - _ // I _ �/ / / � - - I � - - - I I A v R=469 50 - - - i v A / - _ - I - - _ / / , / - ° - ----__ v / I i _ ' /� �" --J 1 100'STREAM V - vv vv L 1373 v v � /// ----- /i - ---- / 1 .. i. _ _ . . s. - / v v v DELTA:14032' 3 . v �__/ - -, - / 1 \v �" I BUFFER _ v / - - - - � � v / TANGENT 6 BZ' _ 's� / - I \ I �s>s CHORD 1373' " � s -- - � --- /� ____- / ® 20' ROW TO BE VACATED � � vv 1 I� f BEARIN Not"zez7w m s, \ EXISTIN TREELINE 1 �s� I / \ - °\ ` D.B. 227, PG. 380 Z LU m 0 z LU Q Z g LU ,~-, to Z O U) Ln F m Z) Ln ' - ---- I m I \' \ �''o^ - // �2- ---- - y- \\ \ /' ^^\ /� _ �6Te' - \ D.B. 322, PG. 544 (PLAT) \\ \ .'.'.- !.'.. . . . . rNa N N N N / `\ I I y - - \\ \ '\ \ TMP: 05600-00-00-057D0 - / �' \ \ S89°53'07"E 212.31' -- _ _ S89°53'07"E 366.76' ' _ - - _ _ - - \ ' ` LL ._ F v o o m v \ _, -- _ S89°44'59"E 193.12' \ �\ •-�•-••r',' / I \ - - - \ \ 40.51' 52.15' /� - ---- _ ,\ \ t . .`.�. .'. 0 1 IWI I \ \ � _OWNER: GLENBROOK, LLC spa. - 9.65. \ \ - \ '�' -�- ¢ o � � � � I I \ ACREAGE_ 9.72 AC J �--__- - _ - - � - / / \ "� I \ \ \ / / / �+�0\ \\ \\ t. I. 1.'. , ly .•.--aCr. , 11 / \ Iv \ \\\ ZONING: F6 R€SI�ENTIAL \\ ss / r ♦ y ��- / I \1 w1 I \\ \ D.B./PG.: 5039/66 l / PARK RIDGE DRIVE -- -- _i" .'� f" ' ' / z I \ \ - USE: RESIDENTIAL � / N40° 38' 1 .8 1 I I DB. 5075, P .664 \ _\ • �\ • ' • ` -y i �•�'�- •' � `- ` T_1 _ ° ... I \I 1 �' 1 \ \ / 99.87• R=295.50 , + '_',' y,'i'�' LOT-15�,' - / I - \ \ \ __ - / - - -OTO L=155.56 r II , -. a - ..,i.y _. - _:.� r 7- - _ _ _ SEA j J` \ \ \ - --_-__ EX. SAN.-- / / - 7 \ �\ ss-''- I ; �` \ .'" �:'< - - _ ,--BE / \ _- __ - _ - - DELTA 30 0WI - TCHORD i 53.77' X • _ \ _ - I CHORD: 153.7T - '� -_� _ _ - - / 1 I V A A SWRTOBE - 0 F___ BEARING. S61°38'42"Fj,' �s �,� �,�� , �� / - ., ..`.- :;-` _ - - - / v v v \ REMOVED eel s /' s`, . , - / - i -'--'. m % 7-7 A I II - A v -� i {' _ i=' .- ('- ,',-«.-r_--674�.-.'. `.°.;.;. o o 1 1 v I -666-- i /I R=13.59 - ---' - - z- 74 u - - - Q�E[�"SP-A "`-.-. ��r i r `. Lu / \ ' \ V A v � � A. , DELTA: 96°38'23" .' � 4 s . `.' . `. %.' . , � - / As ��A- -1 A v \ / ,._ / / ----- , / i 1 S89°52'-F11V - //% _1 672----- _ '�-�`� r �-'T�' re �- ��A M .... z //5 / - A-- I� I A v V - / �, k v s>pTANGENT: 15.16' t_ I� A�.,',-.- - L�/ r �" V I _ -ss /STING ^ - -CHORD: 20.17'� , -',/ - --, v 0-�7Ac. E$' S' � .- i ,_ . - �, / / / � - J " I 1 - V ` v - s - - \'\' �( SANITARY OF SEWERTOBE /' ^ BEARING. N28°24'24°w _ R_13.50' ss.7a' � '� ® L®OT 3 - - - - '- � v � spa /, `/,' /S� I 'v_ ' I ,:.. A . // ,' ' `v �� .�- �__---- _ \ �. --. - 666 I REMOVED AND REPLACED / . , I V v 0 � L is sa' I'll��{ / I ® �� - o ` � ® -,$6 / V - - ! - � ; / b° ' , , LOT 74 - , /v , , - , V " 1 EX. ACSA SANITARY SEWWER V - 0' STREAM - - - - - - / . , , �� ' TANGENT. 9.49' o- / �- - - SFD _ - q - v , //�/ L F / 'V { ,. l . `, - \\ 1 IN 20' ACSA SANITARY ESMT -- �_ -- \ Q \ / / \ ','6 CHORD (� BEARING: 555°OT77"W ,, ' °O^ SFD ' , I-QT 72 / \ \ • I i _ _• / ,&� P � SPACP ` •- M / / , A� ., - 1 DB. 1997, PG.2356 BUFFER--- NOTE: ALL SEWER MAINS AN // ,; I\ / `O ��QO Q �.. �✓ / �./// I SFU ® ING LINE • / �kssb:` .B 1 v I . I I `- - - MANHOLES UPSTREAM OF I / ,ry/ , � A .D9 AGUES" / - -- -I- t -1- __ - - .." _ _ _ - - EX-MH-Foothill-Foothill-1 SHALL BED , / U tn" / ® REZ\ N ` LL / U 2: _ - --\ - / i / QO 1 / --- I - ,/ N\ V / � iW `9A • i' ' V• - LOT 132 N EXISTING LOT LINE 1 ��,-� -- -- _ _ _ REMoveO _ , // \ _ v� v / / O O o /i l /_ �_- v �f / I . _ .-- - - - ---- --- 20'ACSASANITARY \; � 1 I / / py� Om ,� w / / AV D �- s b ��.. TMP: 456A2-04-00-000AO - - - - - --- -660� - _ ' / / / / / N I O / „ // / / LOT 75/ / LOT 71 v V ' / ss• , GA v\v �\ ' OWNER_.-_ PARKSIDE VILLAG I _ z° SAMTAer - - � --- __ __ _ - SEWER EASEMENT / , o , / SFD / A ti / , qt f� �- - __ __ _ SEKR EASEMENT 'c - _- _ _ - / / / / n I- _ _ _ EX MH PSV OS-17 as rrm o. - V -- - - v - - DB.5075, PG.664 \ , / i � 1, / I � � SFD � �s � A V AOT 133 � N -' � r / / / HOMEOWNERS ;' I m � _- \ �----ss4 �^ ---- / / ,0,1 b' / ' � , ® ' -sss-' �'Q •�� / CV �° I / \ r s.' \. O C. P SFA - / , ,� , / LOT 70 \ \ ,-: i ASSOCIATION, I I - -----_- _ \ '------\ --- - - '-- ----/ ' i 6s0 l l l l ry` iyl i/ I I \ SFD \ LOT 68• I , /1 -\ < L a - \\ ACREAGE: 5.69 AC I I , , . \'.',�� - \ Foothill- 1-1 ------_ ------ � - � _ ' , / / / `N % /� ' - -- \ _ FD•/ r• ---- IOT61 \ \-\�. \'' \ �OT 134 W ZONING: R-6 RESIDEN. -' -- , -y �.. ...., , , , , , \ _ - TO REMAIN _ , , / / / "4-� , , - / ' `4 .: 1 S 1 Q �^ D.B./PG.: 3205/626 °i "'E <--1.-_: _ _,�j n-. -\- - ! \ ----- \ -/-\ /� % 1 / / / / N 1 l� i I 0) • \\ SFA �`- V \' > a- 6. \ , - \ G E: OPEN SPA' � OR THE ,'�'i�, :',�`�.r, \ \ EX MH PSV OS-16 ^\\n /\ 1- 658' ' / / / / // ,' ;� LOT 76 \ EO^ 1-_ � �� ii LOT 62 �i- '\ 1 PARKSIDE, I LAGE -� i / �'. . .\`. , \\ �� \\ / \-_ % / / / , / // / / SFD 1 \ -\- \ , ®G�/ s68,/ui NEIGHBORHOOD -,I , IT .r. - _�`�• \-, \ \\ \ ^- '-1 / / / / \ ,1\ S • / \ - NO I ES. Z J Y N89"51'11"W 610.09' / I 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED L J � U) \° N89 51' 11 N✓ - --.Y �: �I' , -'7-7 1 _ _ -- -- - - - - - -- PORTION OF EXISTING / / , PHASEROBY-RIGHT SEGLENS HOK AT FOITION „-. �; �.,• �..J Noe° aa' 13°E as ss I �.: _ 108.74 '" •'.'r'. _ .� \ .-' '\ \ 1 \ / / - - - -- - -- SANITARY SEWER / / / / ; / / / ; � / C - \, I I • , -EXISTING TREE AREA , • \ • a \ I I \ - - % % / / / / , / , / /S89° 51' 11"E �,t • \ \_ ----- / / / / - - - - - EASEMENT T( BE VACATED , / , / 57.38' � \ 2. OOPOGRAPHY PRO\ DEDN FEMA MAP NUMBER IBY A COMBINAOION OF ROUDABUSH & PTED FEBRUARY 5 O -_.._�_'_' - -INCLUDESAMIXTURE \\'. �N•LL \ \ / / / // /�-------- - I I l � \ l l l l LOT 77 '+� 6 .r'� I I - OF EVERGREEN AND .,_- A'. L `V 1 I I I l l l •" - l l i/ ; %, GALE AND LOUISA AERIAL SURVEYS THE BOUNDARY LINE _ - -- - \-'.`1 \\ • EXI$T, �4 9$ ,', / / / , / / SFD _ f I i �\ \ �- '-\ I l l � \ ' INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN ' w ..:DECIDOUS TREES - \', i \ \ I 't ,` '•' o .4, v / /, 0 / / / I rl l ,, l.I - LOT-78 ' / j/� - \ Q I - I I \ - \ " � Vt 0 U 1' ' / °8 ® �/ OCTOBER 2021. TOPOGRAPHY WAS UPDATED IN OCTOBER 2021 >- - - \ . \. ` \ \ \ °';'; JNP " 111Z;OA(i L9 �- I --I - -I- -1- _ -1 /. n - . \. , , \, \ i \ ' / �' l i , n, , , /� SFD- - I LOT 79 \ - -- -- - -- , ,`. ,`. .'I'.'I'.' ` �\` \ \ \ i\ \ \\ -'�•, -„ ,,.\I,I,, .' ?"\', ,-/ / / d 1 i l I / � ,, l / / ii/ sus_. SfD-- / ' FIELD SURVEY AND HAS BEEN FIELD VERIFIED IN DECEMBER ~ --- I I .� .I 1 �. , i �'. -r / / / / , / / , 20'ACSAWAIER i� 'v_� "ve '�_ �' '-. WITH _ 1 I /v `S?,.'`�'. ,I .1 .V, .\ \ V �� \ VA\ .�E�W`S� a�" -,I. •\� ,, l/ / 11 l/' / / / / , , , l , - 2021. v - :?",%--' V A �� A v � /', / / / / / _ , / /� EASEMENT ; ,,� v. -,v _ ® ® LOT80 - b7z-� o�J O y `-v I -, _� -- �•`1 `•I - vvv G\ v v vv `,`,•'w-;.•' ' ', l�j j ;' �/ �D8.5075, PG.664 �yn.� 4 ,�� SFD vI 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. v W v --_ I t I --�G.1.'.' '1',V ' \ v y V A VA , yt :,'.y i`vv •`l / / l i l l l , l , / / r v _ vv -� I `v ` "l., *`,*. \a, , \ v \vv vv ��,At•':,;,'.C:/. ,, / /� � - � / / Sg v v -_ ® THE MANAGED STEEP SLOPE IS LABELED. U ^^V 1 , FY., ''.'.. `. `, `. ,V.A, \ \. A A A .r ,�, .�r / ,/ l l l / l / l / �43 , _ - . a •- ,AA -• v " v v vv v :- „ / / - / / / 0>, �.� �__- 4. 100' WPO STREAM BUFFER IS SHOWN. THE 100' WPO STREAM `- r- \ -```-• ` ``` -`` -\• - ` \ \ \ \\\ -':\ \ •,\''',.'`y;�% ', `</ / ry / �l I ( / , / , 24?a - i F� BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM. , 1 \ / ;- •\•••'' \ \ ; / ; ` �'/��®`, LOT81 •/-'.%'•`•'-`-I. -`• •;- THE STREAM WAS LOCATED BYROUDABUSH,GALE &ASSOCIATES. U = Z I Ski'- - \ 1 �l ` ' ' \` \ PORTION OF EXISTING , / , / , \ '--C A _ - ./ •/ • - - I- / / I \ 1`: 11 I ,.-:` ,• ,\,., LL. \°\``s�\\,' \ SANITARY SEWER TO BE ° �/� / / / � ; , \ \ \ • r Jig-\ SFD � .'/LL. .. ..I -I,`, `. ,\. - - \ �� , ,-_�.- \ \'... 1`1 \ '--.`.....\- `'-`-`-`-`-`�- - \\ REMOVED AND REPLACED / ;r / / / `'-__j \\ s2s"28, ��u. .. J67 -f'-%' • .-,OPBN,IfAC , moo. .�. o \1 o zo 'L T\127 ,�-\ zco \ / / \ ,� I , , , , , \,'.'.'.- ,\. ,`\ , ' '_f , / \ ,EXISTING TREE AREA i89 QJ' (,j-','.'.','.-,'. „', F /1 v�� \ i o' ,s i \ \. •'•' �'\ °,` \ .�,LL `. , l l J l \ INCLUDESAMIXTURE > ® `�I. �U r. `F `.','.'.','.`D.4 A�RESH....', `. - / \J W U/ V'_/ "� / o -oo 0500 - / A v v A, \ V v v V ` , / v 20' ACSA SANITARY ♦ I .". / / , .. / ' l..,'. v �\ �' -1 " / - / v , . •_'. ♦ A V A - / / - / OF EVERGREEN AND - • / LOT 82 _ JCIRBV, PH1UPM - / A. A - - , \, ,v- AA. A - /l l , EX. 20' EMERGENCY / v _ A / A �%�� 1 ./_ _____________I /� •f- •I • , /C./,' /. ( ) - A J _ - // - - '- \v V v / SEWER EASEMENT DECIDOUS TREES / / SFD /. , , , ul 5 _j ui v �",- ORJENNIFER �� - - A EXISTING . .�. ,� •\.. `,.\VV-'.•., EX MH \ V A _i///�i , ACCESS ROAD '\ `l v i V / �Q ,7-`.. . . . . , %.-.•,i.' i�.',', „tl �. , 1 A) fi. �i LOT126 \ Av �V / 0.2390)CRES / / A CREEK \ - ° • _ - EASEMENT / D6.5075, PG.664 •� l �� 3i1NING: R-6 R IDENTIAL - - • - - . PSV OS-15 V - , i DB 5420 PG 586 A � 463.00' • n � `\ � t -- _ - _ _ -- _ _ _ - o Parcel ID Owner Total Acres D.B., Pg. Zoning (n \1_ D.B. 22', PG. 29 •-1 - f ' N(/,q I\ �� USE: REASI L I / \ \ \\ °° \\ -'u'_' LL. >,-��. ; O \ 1 \ \ _ TcwoROTlss.. • ® \� 1 OS6A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JRTRUST U/A DTD 0.110 4122/202 R-6 d I _ 6900 PETERSON, DANIELLE ROSEANN OR DAVID LE 0.040 4601/137 R-6 1� ��- '' _ y= \''/ �\ \\ ° \, -,---,\` ,`.-, .\ �... - 1, / - BEARING: N37°sz's2"E / / LOT83 0007000 KING, JACOB MARK&MARIE EVA MADELEINEE 0.040 5002I130 R-6 w If'ossAz-oa-oo-0oa0� �__ z \\v \ \ '\ -', -\-_- \ -- �\ EXISTING BOUNDARY OF / \ SFD 056A204 SULLIVAN, JAMESJd / ,-'- / - •-.,., '\ / _ PORTION OF EXISTING 20' - 4 056A2040007100 DILLARD, WILLIAM H 0.114 3020/075 R-6 w O A \ \ - _ REZONING AREA (ESTABLISHING I-''/ JSSJGAl7GA D / / ' \ \ LL, _LL` *� N- LL \ s� __ / EMERGENCY ACCESS ROAD�i \ ' 5 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 / / "\ .♦.-• ••` \ ;I ,- ___ / THE BY-RIGHTR-6SECTIONO� Y \ 1 J _ TO BE RELOCATED WITH THIS _ =��-I--'.tssoncREs / / \\ \ \ \\ \\ \ \ \\ \ \\ -�--_- h\ _ PHASE OFDEVELOP_MENT GLENBROOKvs.THEREZONID ® \ 616'' 6 OS6A2010006400 UNION MISSION CHURCH C/OELIZABETHBROWN 1.000 159/294 R-2 \ \ \ \ \ •\- " AL T - \ \ \ \ \ \ \ : ' \ \ \\ i I i EXISTING SANITARY _ R-6 PORTION WITH PROFFERS • I \ LOT 84 ' I 7 056A2010006500 COLLINS, MARIAN B 1.000 371/553 R-2 J 0 _ - , _ B 5344 P$'808 1 ^ / A A\ , , , . , v I _ - -- -- - v v A _ v v v v, > , ` � ` I sewER TO REMAw I SFD 8 056A2010006600 FLANAGAN, ROBERT MICHAEL 1.050 970/668 R-2 /-----W'mFO P,A,<cA n - - v v v \ A v yvA \ v v �, v I TMP. 05600-00-00-057B1 _ / / �GLENBROOKA�OOTHILLS 9 056A2010006780 FLANAGAN, ROBERT MICHAEL 0.500 3678/232 R-2 I sAz-oa-00-oe77�soo° °.NA- - _"'. - T �'� I - v w v v vVA v vv�\ \ v -v • , . - - \ - "' vv v DOWNER: GLENBROOK, LLC v / / " PHASE I - REZONED SECTION - - / / JONES'MIN MARTIN - v V \ v v v v v v v�%\ -" - .-, v v / / 10 056K1000006600 AARON, PETER & LESLIE SCHNEIDER 0.150 5286/548 R 6 L V A EX. 20' SANITARY V v v v A'GREAGE: 9.32 AC A // A \ I' / W GRSARABE H v v v v � v v �'. SEWER EASEMENT J A v v v v / y �76 11 OS6K1000006700 EGGC LLC 0.130 5359/29 R-6 -Y - 0.212oACR �z - A \ V ' \ V A\ V \' VAv A _ A •••V • V v v v ZONING: R-6lZESIDEtuTIA1_. - / / '�'� v ® - _ _ - � �v A v v v ,� v v , ' �',` A ` _�v{Fv De /997 PG 235. v / / A LDT-8' f 12 056K1000006800 BALTZ, BENJAMIN MICHAEL 0.120 5460/531 .11 1 ZONING: R° fFESIDENTIAL o / _ A A V A v \ \, A , A A D.BdPG.: 5039/75 \ I / r� - / 1 D 0 4263P . z I v V vv vv v vv v v v ' I - Y RESID IAL I / e • �`\ SF / 13 056K1000006900 GLENBROOK LLC 0.110 5075/884 R 8 < \\ a \ % � 0 0 I AL �' I '_ v v v v \ vv v l ' �v " v vv v 51 // --LOT 14 056K1000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 5347/441 R-6 Q __� _ 1, v� v \ v v ® - v v �\ �. - -..:. ®; vv vv I �v / <; - �a�v/ • v xv \ /�/ _ A 15 056K1000007100 DUNN, CATHERINE S & TYLER C DUNN 0.160 5457/729 R6 , I o;sai-oa-oo-oozoo / _ - d,.. / I_ �V _ ` v v y v - v V v A v vv \ Nv - v °. , v EX. STORM DRAINAGE v BENCHMARK: ,� v LOT 86 v j ' , / /_ _ __ _ _ 16 OS6K1000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 5398/250 R-6 I B B£ 'I v A V A A A \ \V A A p. , �, .\ EASEMENT v / I _ '\ SFA V 6 A ,/ /CD oRFAMEL v v v vv V v v ',-. '•'•'•'�'• s3a9 PG 7s v -EXMH PARKSIDEVIL-1-14 N43°4z'47•W •• vvv <s' / 17 056K1000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 5404/001 R-6 C00 0.'21zo AC '_�_ I I V A \ A A A A '. Da I v RIM-640' \� 9.38' - - - _ a / / - - -- \ y\ \ \\ \ \ \ \\ \ \ ru _. %..' LL t ! \ \ / 1�// - 18 056K1000007400 GOINS, TYLER A & TAYLOR R 0.180 5393/262 R-6 DB IN :R- o cIDENrAL \ -� '_ /I / / - \ \\ \ \\ \ \\ \ \ �; ± \` ;:;.i%, \`.' \ 1 I ; INV IN=633.T � \ \ ® \\ /' o / / 19 056K1000007500 GRAVES, S TUART L & REBECCA W REID 0.140 5313/327 R-6 N A / v A V A / v.I V INV OUT=633.4' - v , _ A / q / /� - - � - TMP: 05600- 0 0 7 3 %_- \ \ v ' ,'A - \ , - I \ LOT87 /� / // 20 056K1000007600 HARDING, DAVID PAUL & DORIS A 0.220 5247/747 R-6 U W - -- 11, REsrol AL p- vA - _ A vA SFA �/. w H -OWNER- E ART�1 CdMPpHIES I A v .V v •'•` �1.-- v \ �6s / 21 056K1000007700 MUCK, JORDAN K & MIA M HAMZA 0.200 5385/386 R6 W -_�� v LL / � I �/ / � 1 �, v V.....` �.':'\ EXMHPSVv � / I FUTURE v v _ � \ eb I i 22 056K100000780D STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 � V Z v ACREAGE: 5.84 C / / 1oo'srREAM v V`-.-.-.-` / ,- / v v PHASE 6 CL v1 056A204-00-ogloo v, __ `,, OS-14 SEE THIS SHEET I / vv v IIB LOT / � 23 056K100000790- HAYES, JOHN RIVES JR & SALLY ELIZABETH 0.190 5292/634 R-6 "mrANnWIN�F& ERINE F1c1 I I -ZONING: R-6 R SI ErvrvrvTl I I I l BUFFER \ V ` I -�. I I I •V\• • I / A A / v ��PEIJ.SPACE LOT 112 ""00`.loAcaes -� i v A` ` ' �, A V MAT HLINE .. / / v v v__ SFA LOT 111 LOT 24 056K1000008000 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 JOB NO. D.Es./PG.� O / i v v 1 V vy.. - , �,' -1 � /' / / v v / „G„ /, SFA ZONING: R-6RE 1DENTIAL / I \ \ ". \.. i FUTUR\\ \ \ � 0 09 ACRES SF 25 056K1000008100 STANLEY MARTIN COMPANIES LLC 0.150 52261309 R-6 112066 D.B. 481'4 PG. \ ID \ oAx \ � \ •' _� \ CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH C1 N08°42'07"W 208.55' 570.79 208.56' C2 N10°25'22"E 469.14' 469.5 491.24' C3 N47°20'56"E 27.57' 87.5 14.34' �-I \ 1 \ I I I\ 11 - - �. . ,y,�i , a I I I \ / ��-' \. \ ;� \// / I r / I I --I-� I I I \ 1•,\��,'.`,'.:. ../ , I 20' SANITARY SEWER i \ \- 6e�� /' \\ \ PHASE /\ �•.\_, - I 26 056K1000008200 HERRICK, MICHAEL F & DAWN Z 0.130 5192/057 R-6 SCALE / / I \ \ \ I I I \ •. `; _l• \ EASEMENT \ \ IIB LOT / 27 056K1000008300 EMERSON, CHARLES FRANCIS & JULIE RUETTGERS 0.160 5212/751 R-6 '� ' / � A � P II I� I \ °- �`�1 '--� I- •A�1'• I D.B.1997,PG.235 \ I /�� A / �sA\ ; \ss �V �� 28 056K1000008400 BENEVENTO,ANGELAMICHELE 0.140 5354/623 R-6 �� = 60' // I )�I I V 'A EX. 20'ACSA SANITARYV A• A I A V i / I FUTURE �V v / / I / � I I I 1 1 I r\ ` SEWER EASEMENT \LL-°a I \ � ' // \\ PHASE `/ 29 056K1000008500 BOOKER, JUSTIN K & CHRISTIAN T. 0.160 5391/186 R-6 \� -ly_• \ EXISTING LOT LINE \ I / \ ` j AT SHEET NO. / / \ /I I _\\ DB 5389 PG 86 •\ `•`-C.` `1 I \IIB LOT P N K1 I HARWAL MIT 1 2 2 R �_- I - \ \ , / / ` [Gg� R /F 30 056 000008600 S SU V. 30 54 3/5 0 -6 v - r / / '" I I III I I L`_{ ... ,1 . '.\, '.\'. a`. \ \ \ \ \ / / ` / s / Oq\�NF` -- 31 056K1000008700 QUINN, FRANCINE ELIZABETH 0.150 5465/519 R6 3 M M OPENSPACEAJi M M M M N — _ 0.422 ACRES c W PRIVATE HAM \ \ II �� \y� I LEGEND: �EEY CO(J it LOTvo\ LOTSss6PLAINTOBHASEIV- P (VAR WID RT \ \ - ® /�• c\ THESITEPLANFORPHASEIV- w " SEMENT \ .. �l LOT ss9 \ TH LOTS WILL BE PART OF THE \\ \ \': OTvB � ARBREVIEWnSWITH EPHAS IV Si PLAIN LIMITS OF URBAN DENSITY RESIDENTIAL AREA (Ti0 ACRES) LOT \ j` ,I TOTALACREAGE:o?275ACRE5 \ vv] p G \ \ M R6 L®Vav4 LOTvv3 LOTss ° �IW I// °°a,+re °o°M \ 4 \LOT vv6 OTaao LOT 9 LOTaoO � LOT voJ PoO`M LOTa°6 \ L \\-t% � o'_�'-- LIMITS OF GLENBROOK PHASE I DEVELOPMENT LIMITS OF R/W BEING VACATED WITH PHASE III DEVELOPMENT j r mm F-1 ORBA 00 00-039 VANCE, DAVIDH 056A3-W-W-04100 ORRATRIE2DIMOPRANDY,IOHN O.p90 ACRESS AL ORANAMIJU OR IJIU1. IJE ZONING:R-6 ORANSZALSKA CLOOTHR 056A24140P04000 RESmE5 FG,1 POSPIESZALSKA 0.1810ACRES THOMSON, JOHNS D.B. 3135 PG. 189 ALONN ZONNG: R6 OR MARY RUTH 0.22%ACRES RESIDENTIAL ZONNG: R-6 D.B. 4373 PG. 703 HARMON ONINGG R-b RESIDENTIAL ZRE5 D B. 2739 PG. 3M ZONI: RESIDENTIAL — D.B.2]3a W W W 056A2 0a 00-0 500 056A2 04-3W IEVACK, MATTHEW I MOORS, CHRISTOPHER ORLISAA C 0.1880 ACRES OR MELISSA ZONING: R 6 01260 ACRES RESIDENTIAL / 6 D.B. 444 ZO -6 PG. 488 RE m D..2934 .349 056A2-0-W-046G0 056A2-04-00-0 0 MISSET,TRACYC / RENS O�CRES .I840 ACRES ZONINQi: R-6 NWG:R6 REBID TIAL esroENnv. D33. 34JJ Pc 1W B 3216 Po. I ] \ I\ \ J SCOTT /R. Cb6LLINS Lic. No. 035791 12/14/22�� ASSIONAL E�O� W _aa�Tol SrRE T • _ _ 1 \ \ LOT.00 a - O F- — - _ SHILL TOP ST _ OT 99 / W O 1 qD16 .qR�/VE '- a RESIDUE AREA Z I p_ \"'% \ \I Q O RESERVED FOR Z O PHASE IV DEVELOPMENT FUTURE J LOTvxv I - - m °.av ACRES DEVELOPMENT Z F ti \ \ a PHASE IV z V 3500JJCOBvVCL OTMP: B58A2 01 00-06200 CD U OWNER: GLEN 1.893 LLC J J WWgCREAGE: 1.893 AC QDUNG056A2N,JAM 00 056 -M- 3600 LOTaa3 -® --- \ \ _____ ZON G R 8 RESI NTAL Z533 5 ,- \ IN DE z DONCAN, JAh➢BE FOX,CHRIStOPHER 6 ---__ ® - D.B./PG.: 5DW/66 Q Q ORWALKERH 1 : ... , " \ USE: RESIDENTIAL H & JESSICA H ®, SARGACRJES CAN UAW AGR6G� ' — . /OPEN SPACEB \ \DO Lu 4UNI ACRES yONING:RL \ LOT¢xy .. I o.4x9 ACRES �\ \ Z ZONN.UNG. �BN1°yAl RESIDENTIAL D.B/1825 PG.6]6 DH. SI58 PG 512 ` I I I LOT 9I u \ -Lu z �\ / U In Z Z = g in N U) � CL LOT TMP: OSBA2-04-00-00GAO -----_._! OWNER: PARKS10E VILLAGE HOMEOWNERS ASSOCIATION, INC _ ' ACREAGE: 5.39 AC ZONING: R-6 RESIDENTIAL D.S./PG.: 3205/626 USE: OPEN SPACE FOR THE PARNSIDE VILLAGES NEIGHBORHOOD 94 LOT93 LOT9z I I I : \ 0 Z Z w W F- LOT vz6 I — I LOT9 LOT90 \ ' \ Z g g O Q U1 — l:A 0 O W W Q Z LOT.. . \ H .Iti Q O PAR KING AREA px I —� : �- I \ LOT87 �\ I (n N N J w Ln Ln OT 86 W J Z z m F ED ui Q � ' - 4 p� p : I PRmArfpo�TSTREET \ / LL Ln J I \ .I LOTvzJ `we I' I \ - �- \ � // LOT✓ \ \ � O LOT58 LOT, LuCl. r Z J a I LOT ss / ®,.. \ H / / B \ _ _PARKRIDGEDRIVE— _ o — -'�T' LL Z R LOT43o I I PROPOSED PA551VE\ ` :: ... PUBLIC ROAD I6=RAV) -- LL - RECREATIONAREA \ / 1 / 'Vf ems/ L4LI6 oP°NSPgCE.O I o.2o6ACRE5 9 LOT 13% I b ✓ //°Okra \ CASpMFT �\ l \ ': e N N N N N ' _O\ \ _ V O\ O11� OPEN 5P\ CS o.oes ACRES v m\ OPEN SPAI OAOT \ 4 A 0.27 ACRES LOT 73 I 2[u I PAo o1a9 ACREAka I / / v vv v / /Lorn Lotn / I� 2q LOT 74 SFD I C9 L 6 I Lorss F \ \ \ \ or SFD LOT 72 I'\ ' z 1 Lorsa \ a \ ME ; \ LOTJ \ I SFD i 0 II e+vev'reav 4vaaprev LOT53 / \ / LOT, - •` \ OPEN SPACEF re+reaaar aN LOT So L O 37 W L _ \ — / ay.Eep, e+rA.car LOT49 / / \ \ ': y LOT 75 LOT 71 / \ LOT 40 ///// LOTy \,• / l.. ° / SFD SFD Lora / :\ \ LOT 2e / \ \ \ LOT 70 / / / / SFD LOT 68 (N I _ •-_ _-. \ \ \ aa� e, Lora o /\ I/ '::. \ \ \ , / '-% \ � \� / - /I / SFD/ / / \ z co W 1 _ g LOT 76 \�� \ OPEN SPACEF / O ' / SFD \ LOT6 \\ 4B-ACRES / \ \ I LOTaS / / 3F `\ / T (�I _ •• of icnTEo mE eSE cou6Tirr� \ \ \ \ \ a n I GIENBR00K AT FOOTIiILLS �' \ -" LOF W T 1� PHASE I - BY -RIGHT SECTION p .`. . .`. , OFALBEMARLE, VA. /4 LOT • \.. I LOT aq I LOT V4\ _ _ I c� z ae AaIFs ss. '.' — l a v/ I I l o v- A{ / / / LOT 77 v / \ SFA N 9 SFD LOT 78 LSFA S\ W z SFD / / LOT 79 _ LL / a / vt'> �\EV \;`�- / orLOTa3 / EXISTING BOUNDARY OF SFD / v Q 3a / I REZONING AREA / / L LOT 80 j \. ..'. / �A�LISHING THE/BY—RIGHT SFD \ A\• ��.-, �S_-! f / R7L6 SECTION- OF LENBROOK LOTio THE REZONE _R-6 ... . . ...... � X EXISTING 20-EMERGENCY PO \\ OFEE \ \ \ WITH RS - \ 056A2 Naonaoo \ ACCESS ROAD AND BICYCLE & / /` / I LOT ax Cl)BECK, JUSTIN CHARLE6 / \ 0 %8ARAH ANNE \ _ PEDESTRIAN PATH EASEMENT" LOT33 / I / LOT, \\/ LOT 81 �t�'' A.J 1 Lu zo ccn�6sREs ENTIAL \ \ (D.B. 5420, PG. 586) / j / EMERGENCY ACCESS / 9 \ [(� Lu D8.364o ec. za \\ \ I \ \ ' AND BICYCLEPE ESTRIA \/ SFD J�=Q ':': `:':':': '.-.• ' / / I \ -' -OPEN-SPACE \ \\ /---------- � �\� \\ •.-,•.-.•.•--`:•:-:-' ,;.e l;: LOr34 / EASEMENT 056A2-aa00W7W \ ossgz o4-oo-oosoo \\ / / I IN20220001,LOT82 O ROTHMAN, BENIAMUR KIRBY. PHWP M \ \ '.: `,',`, `, -` -`,` -`_' LOTvQj 1 ORERMC OR JENNFER J - - - - - - - - - - - -': -�- \ S J J �� -� v /\ Z 6 - .'A.AB.ACRES.`.'.`.-.'. 0.168 0.2390 ACRES / SFD Q J ZO G: R-6 RESIDLMTTAL\ ZONING: R-6 RESIDENTIAL \ • . \ / \ \ w D.] n08 PG. 619 f' D.B. 2229 PG. 297 ` • - - I < I v' RESIDENTIAL • • •- .'-'• / ,I. LOT . . . . . , _ W \ ui U56A2A w' AL 00 ' ° �_ l : .. LOT 83 :. . . ... h 0RANKLW, ALONG — __ ^ oR SHRN / I SFD 0.1]40 ACRES , W-� '.'.'.'.'. — ZONWG:R-6 IDENTW. SULLIVAN,SUVAN, JAMES J @ — - - - \ LOT3s _ — 1 yvI �3RT D.B. 2952PG. 15 / JE TEWOOD '. •.-.'. \ \ _ ICROA0l54R O�` 0.1 990 ACRES \ ``•'``-.'` `'• \ / `v LI . LJ RKL ZONING R 6 RESIDENTI _.____� . . . . `.' — ' APUBL t .,• - - J D.B. 5344 PG. 608 - _ — L J / . . : OS6A2-0400.00900 j U,SE: RESIDENTIAL • .. I I � C 4. . .. LOT 84 00, B 4 / i GOADHOUSE, S'TEPHEN � ' ' - ' ` I GT -------- _ �---- . SFD • ORURSOLA - . ZONMG: ROL 086 ENTIAL I: uj EN. 3593 PG. 0P6 - 058A2 04-00-003W — _ � LOT36 LOT4 � \ \ / \ " I� i — 1 O, RNES6A•RA BpAMIN MARTIN �__ I \ 1 - .-... 1 ENF \ .-. III \ LOTS LOT6 1 \ - .2120 ACRES \` " ` LSSFA Q 1 ONING R-6 REES�IDENTIAL 056A2-W-WBLO>` DD.B. 4389 PG. 199 I — LOT 65 O ROWANHILL, JONATHAN w I RESIDENnu I_ \ \ EXISTING\ 20' EMERGEN�Y ACCESS / SFA \ w O 0. oNI)RREB e _ \ ROAD AN BICYCLE & PEDESTRIAN \ LOT93 Lu I zNWG::R6REm �m � - \ \ -.LL < II PATH EA EMENT (DB. 51420, PG.586) \ LOT88 89I \ SFA \ O - - \ oT37 LOT 3 PORTION I VACATED A NEW PUBLIC / SFA I LSFA LOT 90 I LOT 91 LOT 92 Z a 066A2 m ik AGI� - i / I I RAW ARE EIPLAT REATE BY THE V LOTA86 I SFA I SFA SFA A (� LL _ U w ORPAM _ \ .-GREENWAY (INST#:2022A0007909) \ 0.2120 ACRES j EASEMENT < \ ' 056A24HA I. ZONWG: R-6 RES AL KL IANHiS LLY D.B.II]5 PG.096 .' . - .' a a89 ACRES J O RCARR T .� 3310 ACRES : USE: RESmENTVil, ' - - K nB zz ura zIN0 i ____— \ .. ...`... _ � 1I LOT,C as tt II LOTx LOT 87 w SFA _ I � TMP: 05600-00-00-O57B3 T�•♦T-- - /' OWNER: STANLEY MARTIN COMPANIES LLC �•. ACREAGE: Al5.84 OPENCPACE O - o56A2-04-W-001ao ZONING R-6 RESIDENTAL • T - - - � '� IusrnuPARAT EPICRRAL --- C D.B./PG: 5358/soft . . . . , . . -- I SPACE LOT 112 I LOT 1 "OPEN SPA ® O LOT 111 ILOT 110 I I 0.09 AC \ SF LOTa �;� "G" SFA I SFA LOT 109 LOT 107 D.B. asMec. zso — ' • LOT 39 SFA LOT 108 0.09 ACRES I I SFA I SFA I SFA LOT 4 \ QIGO M . E"E"E 0-07200 LOT 1 5 \ SFA CZET PARK, INC 106 w _ >;�, \-.-.-.'.-.'.•.'.-.•.'. \ LOT,: / Ug AT/y LOT Lu SFA \ J LulICROAD F- -.. 0 Lu Cie (DLn GRAPHIC SCALE o 60 ( IN FEET ) 1 inch = 60 ft. ......... .... JOB NO. � / \ ................... ..... . r , GLENBROOK AT DO ILLS • \ LOT4a EZON ECTION / 112066 z •.• \ � ER GLENBR00 � SCALE 0 •� PHASE IIA & II R ED S TMP 0 05]B ACREAGE 8.502 � AC \ \ • • • , • • • •�\ \ ZONI�: R 8 R0 PAL / -/ II OI . . . . . . . . . 1 _ - • RESIDE AL \ \ \ \ / SHEET NO. 4 'NO PARKING' SIGNS SHALL BE 2o' RWSA WATER EASEMENT zo' RWSA WATER EASEMENT INSTALLED EVERY 1 0' ALONG EX. 12" D.I. RWSA WATER LINE NOTES: � D.B.612, PG.547 LEEHAM COURT (TYP.) D.B.612, PG.547 �TH 1. THE STREAM BUFFER(5) SHOWN HEREON SHALL BE L MANAGED IN ACCORDANCE WITH THE ALBEMARLE �� ✓� SIGHT DISTANCE - - COUNTY WATER PROTECTION ORDINANCE. p C1 M AA M M M M �n M M M M M M M 9.5'LANDSCAPE& NOTE: ONLY RWSA APPROVED /�/( �SEMENT OPEN SPATE A MAINTENANCE EASEMENT 2. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF INST.#202200012613 r _ - LANDSCAPING IS ALLOWED TO BE THE DEMARCATED AREA FOR THE CONCRETE SCOTT R. LINS Z 0.42a ACRES _ _ - _ INST.#zozz0001z613 - - _ - - PLANTED WITHIN THE g.SELANDSCAPE- - --------- -----__---"-rtIDOTSTD".-"- -"-- - - _ ---- - ----- -- -- BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT � Lic. No. 035791 NO PARKING' SIGNS SHALL BE LJ - - CG-6 (TYPJ ®• AND MAINTENANCE EASEMENT INSTALLED EVERY 1 0' ALONG S 6 - - _ P DOG PARK -' PLC PROPOSED 8' HIGH WOODEN FENCE - WHICH IS LOCATED OVER AN EXISTING FALLS WITHIN THE REAR YARD SETBACK, IT MAY 5 a Soo R - / O RSO�i \\ \ y NATURAL STAIN RWSA WATERLINE EASEMENT ONLY BE DEVELOPED AS A PATIO. NOTE, DECKS AND A�o� 12/14/22 w� BO H —SIDESANLEE RD & - •'-' AMENITY AREA :::::::::: EP \ SEE DETAIL, THIS SHEET COVERED PORCHES MAY EXTEND INTO THE REAR LEEHAM COURT (TYP.) `� R o R \ �\ 4 SSI ltlG / 2 \ \ \ YARD SETBACK. ONAL PRIV LE EH'6R :':':':':':':':':':':' ii'\\\ RETAINING WALLS GREATER THAN IN HEIGHT zo zo' 20' s' ti5R ATEq�IEV AM CQ °" \ \ LOTS 116 TO 12o TO BE PART OF 3 3 ............. 33' R (V URT Typ LOT 1zo _z ti _qR. W � _ � \ \ THE SITE PLAN FOR PHASE IV - i REQUIRE A SEPARATE BUILDING PERMIT. WALLS 32 /D7::::::: \ \\ LOTH EXCEEDING IN HEIGHT REQUIRE A STAMPED b1 W // 2O 20 \ ASEMENT ROLL -FACED \ 9 \ TH LOTS WILL BE PART OF THE , ENGINEER DESIGN. z I I I // ) CURBING -SEE 15 VDOT STD. \ \ LOT 118 \ \ ARB REVIEW PROCESS WITH O 20" \ DETAIL I / ALL WATERLINES SEWER LINES AND FIRE LINES m � - - I zo'REA ETBACK � Ot7 I � Q � � ,SHEET zo � CG-1z (TYP.) \ \ THE PHASE IV SITE PLAN / 4� r a o_IN Q W I l - _ LOT 117 - -'�7 TOTAL ACREAGE: 0.275 ACRES / FROM THE MAIN TO THE STRUCTURE MUST HAVE A z POPLAR POPLAR POPLAR I1 �t /"� \' / w POPLAR P°PEAR ,�, ECK/pp 3� \ \\ LOT 116 �' / VISUAL INSPECTION PERFORMED BY THE BUILDING p LOT 115 LOT 114 LOT 113 LOT 112 j �// pOpLA TYPJ RC \ �° \ \\ / // DEPARTMENT. o Z LOT-mW W g� R POPLAR P \ DECK Q \ W h opLAR Zl \ (TYP.) \ \ \ / / C� 1 I / Z O / LOT 110 POP — /� % Z 1 w /1 LOT log LOT 108 �R POPLAR rva�O L T LINE Q / \\\6 N� SE 6P io 7 — _ T CONSTRUCTION FIRE PREVENTION NOTES: z a VDOT STD. IQ t•- 1 LOT 10 POPLAR) / I (YP.) 20 6' CONCRETE / \ R� / _ -- — — — — — — — — — — — — — 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES p ,� CG-z (TYP.) Q 7 LOT 106 \\ \ �N 2° CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE g � — 25' RONTSE BACK(M .) -- ��l ' / /�/ d SIDEWALK (TYP.) �, ` \�/� 5M i PROPOSED VAR. WIDTH UTILITY, O F a I (P) STREET LOT 10 r m o' \ _p \ r AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA CO w z R y DRAINAGE &ACCESS EASEMENT. z (TYP.) S / POpLq� \ ? (P) MAIL \ \ \ ? �° A I STATEWIDE FIRE PREVENTION CODE. ¢ ¢ w s EASEMENT SHALL BE VACATED UPON z_ ROAD CONNECTION TO EXISTING p H / °° \ KIOSK \� \ -_ 2. AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE Z k k p /C /C _ 4 P \ \ / o — THE EXTENSION OF LEEHAM STREET. _ _� RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA O ¢ z HILLTOP STREET- STA. 11+43 / A LOT 10 °Pc (PjSTREET \ / a A --------- wL _l �IGN (TYP.) STATEWIDE FIRE PREVENTION CODE. F a 3 : zo' : zo' 20 22' �5, / I Tzo3 pOpcgR lFk \2p \\\ /F — SD.=28° _ 3. PERTHEIVIRGINIASTATEWIDEFIREPREVENTIONCODE VEHICULAR m m w z ?p: T.. — LO /P° / A n R ACCESS FOR FIREFIGHTING SHALL BE PROVIDED ATALL F 0 z = �.,.... ° .: ., _ T — 20' /ryP. Rc \� O WITHIN U cn z m g LOT 102 POP \ A — CONSTRUCTION AND DEMOLITION SITES PROVIDE ACCESS w -+ N m 0 a \ CO T N 1 R too FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT w w - _ — s%P ° ' • 20' / / = 3$ 5 CONNECTIONS AND HAVE NO OVERHEAD WIRING OR OTHER z z F _ — — — — — — — — — — — O z g g � ¢ m 26' / , °pLAR l OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS O VDOT STD. R1-1 \ / VDOT STD. O MAY BE VIA PERMANENT OR TEMPORARY ROAD BUT SHALL BE //� w w m z STOP SIGN (TYP.) S' J SIGHT DISTANCE I CG-12 (TYP.) 26 / p \ LOT 10o P°p�� ryo S' CONCRETE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER V/ ¢k m Ln - - - 00' RO R Eck/� ti CONDITIONS. N LU w m EASEMENT VDOT STD. 5 R � � /y rryp SIDEWALK (TYP.) � INST.#202200012613 CG-1z (TYP.) m 20 T F LOT gg popL / \ A / 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS > z z co o VDOT STD. R2-1 0 @q AR VDOT STD. R1-1 VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER LL LL m O O 2 R o OP SIGN (TYP.) 20 k LOT g8 // q STOP SIGN (TYP.) 'NO PARKING' SIGNS SHALL BE THE VIRGINIA STATEWIDE FIRE CODE. W o z F R S INSTALLED EVERY i5o' ALONG AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL DRIVEWAY ASPHALT PAVEMENT BOTH SIDES OF LEEHAM ST BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS M � — (P) TOT LOT AREA -SEE RK\ SEE SHEET 20 FOR PAVEMENT DETAIL ARRIVE ON SITE. z O _ 100 — I RECREATIONAL AMENITY pPUB�/C RODGF \ °; / MIN.1o' DRIVEWAY 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE g z I ti ,. R D BUILDING ATTHE END OF EACH DAY AND DISPOSED OF IN PLAN SHEETz q R/ I �1 I w ., � n � \ \ \ S D 6 VF � O RESIDUE AREA ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. � g VDOTSTD. STREET S D \ p RESERVED FOR 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESSTHAN ONE m uj SIGN (TVP.) I ^ •` 335' �� \ 2g; O: PHASE IV DEVELOPMENT FUTURE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR Q m LOT 121 I I� �(� _ / W 0.22 ACRES LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN z DEVELOPMENT ¢ p m EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; LL z >'NO PARKING'SIGNS SH L E ^r 1 11 I� • 0 \ Q W 100 °INSTARKING'SIGN o'A�O N I T I �� 0\ ° r. q �n a VDOT STD. PHASE IV HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS BOTH SIDES OFANLEE D 1 I I �\ \ \ �D\3S, p CG-6 (TYP.) ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA �^ �� n I STATEWIDE FIRE CODE. M & I' N I ® ® \� ^ \ \ \ ti N NO PARKING' SIGNS SHALL BE 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL N N N N N LOT 122 1g' I Q SIGHT D 5 •NCE '< ,,, I N N N N N I _VDOT STD. Ri-1 ° INSTALLED EVERY i5o' ALONG COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND w � 'o MIN. R/)f1/ R/ QV EAS M T -. o H v o 0 m v 100' , . p ` I ST.#z 2 o00126 STOP SIGN (TYP J o BOTH SIDES OF LEEHAM ST TMP: 056A2-01-00-06200 SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE Q o N N o Q \ ^ OWNER: GLENBROOK, LLC MARSHAL'S OFFICE. I I I D (P) FIRE PIT AND VDOTSTD. ACREAGE: 1.893 AC o 0 0 _ 1 I SEATING AREA CG-12 (TYP) LOT Iry :• I 3�: B •' ;® 0® ZONING: R-6 RESIDENTIAL w (P) STREET 0 99 N (P)C NC I 2p zo' ® N SIGN (TYP.) D.B./PG.: 5039/66 STEP w/ 20' \ �- \ USE: RESIDENTIAL HAN RAIL - - 20 3/OPEN SPACE B A \ 5' CONC. - - - - 0.429 ACRES z° \ SIDEWALK . r I w LOT 124 0 } n 2 r I — -2O R AR SE BACK 40 VAR. WIDTH SIDEWALK & 7 (TYP.) 99' ~ F/Crf(/C I I ,POPLAR '.� I `i 1 — - LANDSCAPE MAINTENANCE M �'1 1 POPLAR POPLAR ^I - \ . . . z 'I LOT97 POPLAR PopLAR I I r 2° o,JNST.#20220001263.3 \ \�° SIGHT DISTANCE LOT125 1 - E/PFvr LOT96 LOT95 POPLAR IOZI \ INST.#2o220001261 G r M G w N . ° / O / 2 ' VDOT STD. 3 99 MIN. ry I I LOT 94 I LOT 93 LOT z ? I¢ o CG-6 (TYP.) 9 � a 1 N I P M \ Ul 1 O T' VDOTSTD. P CG-6 TYP. _ o a I qR POP °/ f 6' PLANTING z a LOT1z6 ) — _— _ �Iw AR rv/ �''^ ? \\ STRIP (TYP.) co ti ry I I u �n I LOT g1 7 \ \ \ : ��' ° uj ' 1 a \ o b L I _ _ — _ PROPOSED/ LOT go P°pLAR m% : \` : &' ry° \ w. , . I — - ASPHALT POP/q _ + ECK/PORCDRIVEWAY (TYP.) LOT 89 LOT 88 a pOp �� / \ \ \ PROPOSED A'WO DEN FENCE N - 99 - I _ a 1s\ �5, TYP, (rvP I I �' O PARKIN SIGNS SH �\ COLOR: NATURAL STAIN � � PARKING AREA #2 20 S zROpN SETBACK I I OTH 5 D VERUMB LDT ST LOT 87 qR l PE) 6' CONIC. \ \ \� \ (NP) LANE N 7 o.1o5ACRE5 N VDOTSTD. VDOTSTD.Ri-1 Zp% — I ROLL -FACED / PATHWAY P L CG-12 (TYP.) -STOP SIGN (TYP.) 2 LOT 8( \ N Pp 8 CURBING - SEE % 10' �Q �S, (P)STREET Soo— ` z6SF TSFT / EDETAIL,SHEETzo / i //, \ \ 0 \\ VDOTSTD. Q J SIGN (TYP.) / \ CG-6 (TYP.) I TYP. © �_ � r, Iyh o \ � 20'� A k yp:°Rc � --, \ \ .. h' — —40 '� H(J 2 / 0 5' CONCRETE — MB O �(z S \ \ SIDEWALK (TYP.) w w 99 • . - • _ . 0 I Deck 2 zo 20 PRIVgT� OQT $TREE% \ ° l / qh p°P qR RO Te \ \ PROPOSED J — rvP./ AD ( O' PO FT \ R/W (TYP.) - - - - - - - m R/(v C END OF o / p B\ \ �e . i. I Q ) AR /� q 100' WPO W O 5_Hii�� BE ! (rvp.y n \ 2g, l PRIVATE ° NO P RK1RG'S1 - ' I STREAM BUFFER J V I INST LED EVERY 50' ALONG- PopLAR P°pLq 1 / 34\ �� 300 \ ROAD / / LOT 84 " POPLAR \ \\ O 1 LOT 1z7 z I I BOT SIDES OF A LEE RD _ R ?o' DISTANCE TO NEAREST �J J w N Q m — _ POPLAR Y 1 0 / LOT 8 P° \ 33 \ INTERSECTION (CLAIBOURNE ROAD L r,9 �. O � •:, N _. -� IU I QK � \20,... \ / PL S \ ,: ° _ Q 99, a m RYP: \ N R G' SIGNS BE qR I VDOT STD. I I LOT 56 LOT 57 m m I r POPLAR S 2O \ TAL D EVERY 1 ' ALO POP \ ) = 7°5 H� Q CG-6 (TYP.) I W z POpLAa °Ec ONTS VDOT STD. H THE (TYP.) LOT $z, \ DRIVE) O J LOT 58 y - I S Mq rvPK F 34 \ / / a rl I AND PARK RIDGE DRI I W LOT 1z8 a N I LOT 59 W mrvl FRONTS POPLAR P Z \� O LU c I J w OL 6o a ry BA °pLAR �\ C2 P 2 \ ' z I I ° 99 F I . _ ry _ R I m CK \ ��' 4, _ �FCK/P / oP R o' — W z Ly- 5' CONCRETE N a m _ I zo' AR SE BAC LOT 61 b~ y qR l <v ry �o /mho q a _ w RE POP \ RC vO \� W . R : _' / LVT.HO POP \O' \ _ = Q I SIDEWALK (TYP.) � � in 1 128' _ _ .. _ KI_ — I LOT 6z m � \ / F \ � �� LqR l% (n W w - 20' ` - _ LOT 63 v \ /M \2\ I LOT129 ? �l o / \ �Q/ \ U 2 I I i8' I _ _ I 1 7 / Te LOT 79 Pop _ w (Il 0 99 n I 20 LOT 64 \ \ \ �, q( Cr/P / h l qR o \ \ 625'R Q Lu O I 13.5' SIDEWALK & LANDSCAPE 20' ° LO / Co ® \ \ �� (r �� / l LOT $ P-14 26 \ _ 2 Vl MAINTENANCE EASEMENT 28' ,. . T 65 ^ \ \\� /. / / Z OP / VDOT STD. — — — LOT 1 O ST.#2o2200012613 / A \ SOT 77 LqR CG-u (TYP.) ° W ' PROPOSED PASSIVE zs' % R/ 8z ° '^ > 3 1 RECREATION AREA a° j / / \ \ I�9r�eQ< \2 N KI IGNS SH L BE L(�T 76 // oP0 -, 5 V / ° 9g' I o s- o Ep s- I ° p OPEN SPACE C / .. / 44q _ S.D. =335� _ J �2p' ^ ' , � / � � Fy ST \ OTHSID lZM DTST CRES � ,R O _ � I� 0.206 ACRES 2 /: P)ao'x1o' 0 �ZBF R IGHT DIS NCE v 15 _ I I I 8' ° 5 CONCRETE O' MIN. /l p ck S F %' / SE NT / (P)STREET (n LOT 131 - b oPLgR e \�` a \ ` ! SIDEWALK (TYP.) , GARAGE /pp F \� \ l l / SIGN (TYP.) > I (P) STREET ro �30' (Typ.) / Pp) Rc 20' MFN� ST. 00012613 / ° 97� 1 SIGN (TYPJ _! PARKING _ opLgR \ \ T \ \ZO �... / / I / VDOTSTD. VDOTSTD.R1-1 %� PERMITTED IN l Cb ?g: \ \� l n €TJ?o l F S l / / CONCRETE° w O CG-gD (TYP.) ti5R STOP SIGN (TYP.) THIS AREA b (P) 6' CONC. / / POPLAR ^ go0 \ 20' l yP/ RC / % MT / / VDOT STD. R1-1 SIDEWALK (_TYP.) I LOT 13z 18 �' a :k N PEDESTRIAN / LQT 66 p \ / \ \ R \ �// / of /� STOP SIGN (TYP.) w ? PATHWAY oP \ 0' / O o MI — r C / l LqR Erk/ d� \ \ / / / / I$: / a LOT 21 " ^ �S�S/p \ p / OPEN SPACE E I r - = - - .r• ZC>T 6 P /r�pQOa (P) STREET �8' o' MlA/ N l �� FSFT o.o8 ACRES L — FO�y�,. / BgCk c -68 / VDOTSTD R11 i5R ° l QQQ z� B / P SIGN (TYRJ / / Q N P G' SIG l BE Q O 28' INSTALL EVERY I o AL � _ ;• - - � - - - LOT fig - l%+� <qR � �` � ry / �/ � 5 ' 11J L ' ©HTYOP. 28o�Iop °l PRti /e /IDE OF ARBOLEDLOT 70 LqR 21. u o / Q m�LOT zoOd� 1h� END OF / _42 \\ 2p: RONT'M P°pLq� \ SIGHT TANCE h� 4 4 LOT z3 / Q y W ` P PUBLIC _ _ -(P) MAIL 20 / / q 1 R R ENT \ J b� �/ry / Q °.'2 R/W _ 30' KIOSK O / / �" ® O ' N PARKING AREA #1 �e < / / LOT 71 NTSF P°p�NST: / zz000l 63 I �O (� CG-6 (TYP. l E R Fc l Q / o 0°049 ACRES � ! VDOT STD. -/ � � � � qC K a LOT z � / R/ � � / O o° CG-gD (TYP l/ g S'F A LOT 7z k p°PL l RC l C9/ �/ l 4/ W R / O m LOT 55 KI SIpN A BE O / qq / I = ry I R a � \ \ .. a LOT / � � / LOT 1g Eo TYP. ® I LOTS4 INSTALLE EVE Y/1 'A NG �� ` . SFT A 2, d� ' �-.. \ 73 / ''II l Q l / N ' ON THIS 51 E t� ER / 8 CK tiJ� LOT Pd R �o LOT / �Lu a LOT 25 / F/C >" w F- - — — I _ ECK/PgTI BAYBERRY 53 LOT 52 / // \ // / �` m ''. J ../. B</CR qD$ wq y\ \ \ \ \ 7 L D. Rs /m/�//I �� 5 / o ,° ... / P/C,. / me -., 0 LLI W OPEN SPACE F 20' / Y /� ry / LOT LINE � _ 4.843 ACRES ®'' ' — BAYeFRRv / / LOT 51 \/ / 4 Rom,) \ n' \ V P SIGN (T P:9 / I / a // o Qo LOT 18 (TYP.) 0- (n / \ BAYBERRY l I / LOT So / �m / 2o, ° i \ SD ` \ a°: \ / / LOT2 2 JOB NO. GRAPHIC SCALE R 2p'RE FCKP l B ` / \Zo 4 \80 // / /Q n° F/PF/P Q y� 112066 1 4 l ao o is 30 eo 20�*NI \ A\ l oFryPgrr egyBFRRy LOT 49 LO SCALE Q/ -.,, s � 2p, '. i \ \ � � / I / (P) STREET;• ; 6 / m ��` .301 L SEWER FASEM i, LOT 48 / / LOT 47 \ I SIGN (TYP)/ \' LOT 17 _ S D.B. 7997 p. 2,35 _ — BgvBFRRy l / l 2 �5 /a° ^° / > SHEET NO. ( IN FEET) 0?K/PgTi BAveeq<Po LOT4 , MATCHLINE SEESHEET6 I\ aQ,/ 1 inch = 30 ft. � � vpl ERRY l / �R / LOT 28 ^: °• / / ,.• . .._ \ \ r a, 5 D.B. 1997 p. 2,3b \ \\ °ETyPAnRv gAvgFRR // / /l gA(Fp�R LOT4 j ■ ■ ■ \ LOTz8 / �8 mya GRAPHIC SCALE MA LINE- �`� %ltT/ry / •./ �� O� _ 30 0 15 30 / / / R g LOT44 �� / / ��° A, ES H ET5 LOT IN FEET Z % SCOTT�R.�9LLINS PROPOSED iz'xzo' MIN. �� / LOT 16 Q� I inch = 3 ft. Lia No. 035791 / 4 o or i CAR GARAGE (TYPJ \ ry /p o/ o STREET SIGN h - ") / Q-. LOT 76 '4 12 14 22 / / a� Q AO � � tv w w� W W y W - �ITypATi l / LOT LINE (TYP.) 0 I / / wyt / m SFD OPEN SPACE F < o ty SIONAL E� z w W w 4.843 ACRES / ZpB, I VDOT STD. LOT 15 / 7 / w SIGNS SHALL BE ° INSTALLED N THIS SNO I D ER iSo'ALONG WAY VDOT STD. Rz-z i> / �� G- (TYP) a w . , C zz vl 1 / \ >m o GLENBR90K AT FOOTHILLS ° I � z GREENWAYEASEMENT / STOP SIGN (TYP.) m� ro PH I- BY -RIGHT SECTION z DEDICATED TO THE COUNTY VAR. WIDTH PRIVATE PROPOSED WALL �� I F- 4 J OF ALBEMARLE VA. - w \\ RETAINING WALL (MAX. HT.=3') / �� LOT 2 I• I /l w o \ MAINTENANCE /� �9 _ I I I LOT 14 W INST.#:z9ozzoo0iz6i \ f 5 EASEMENT / e-. m \/ I I I \ LOT 77 / u w o 2.28 ACRES INST.#zozz000iz6i3 I 0 z =�W WI / I sS/4 , N / SFD / / z 0 Ere�� m M z a WEXISTINGSTORMWAT�R W W / „�� LOT 30 oI �\ g Q � LOT78 C) MANAGEMENT FACILITY � � �°` /` � � mm � �1 � NOPARKING'SIGNSSHALLBE � � � z w w 3 o INSTALLED EVERY z5o' ALONG �' F D Q Q a � u, w - w - �/ \ \ W �� `� �w /"" (�/ ,w / '�• �I M ON THIS SIDE OFARBOLEDADR >R� LOTH / m m L a u1 SFD LOT LOT 3i R a Q �. a y 4 W W / R i ,-, v� (D w l Q l SIGHT DISTANCE EASEMENT �.y. U Ln z z(n g w W W W W W W W W W W 1 INST.#zozz000iz6i3 �n z - N `n a 0 W W W W W. W W w LOT LINE (TYP.) Z z ae y ��W w � a cn y W W w \\\ A /` �/ I /I / / N O a a¢ a o LOT3z z I LOTio / vl ' o s SFD LOT z Z m LOTiz / Nd z 2 LOT 33 SFD LOT ��// �/ U) o LOTS a SFD LOT Z �\,,. A % / ° / / / m / / o I (P) S' CONCRETE g g a Q. w�I SIDEWALK REZONING LINE I w L o �� m \ W W W W W W w W w W W W W w W W W W W W W� e W\ /. LOT 34 �I / PROPOSED'NO PARKING' SIGNS, 1n Q INSTALLED EVERY 150'ALONG / LL Q W w�W /l ON THIS SIDE OF ARBOLEDA DR / / zILL o LOT 3a �51 OS v SFD LOT b R- zo'EMERGENCY ACCESS DE SETggC - l l I PROPOSED'NO PARKING' SIGNS, W . . . `\ . o EN - - II N THIS SIDE F BARKLEY V COUR < v W N o W ROAD AND BICYCLE & K / / INSTALLED EVERY i5o' ALONG ' - \ PEDESTRIAN PATH EASEMENT .I° O O IEW T ��....��..� e INST.#20z2000126i3 VDOT STD. a 000�� WWW�W WWW .W cG-zz (TYP.) LOT 8 - VDOT STD. Ri-i SFD LOT .E = 1� ; I STOP SIGN •4 ) o � \ oa(TYP.) o W o 9T o EMERGENCY ACCESS DESIGN "�/ I wn' � WEIGHT BEARING CAPACITY :af� d SHALL BE 85,000 LBS SFD LOT I ) � COURTuj " REMOVABLE BOLLARDS COMPATIBLE WITH KNOX I N - - r- 20 _ �� z8 LOT 35 BA K Y �� W 4 PIV)'6 M BOX LOCKING SYSTEM FOR FIRE RESCUE TO BE o I I� 81 PUBLIC RO M °' W W W W W INSTALLED TO PREVENT VEHICULAR ACCESS BUT a. 0 o W W W STILL ALLOW ACCESS FOR EMERGENCY VEHICLES. N 7 r w W y W WRELOCATED zo EMERGENCY ACCES LSEE DETAIL, SHEET a 1� • ° a ' (�' / Z - - AND BICYCLE/PEDESTRIAN ACCESS EXISTING \ W ROADWAY WITH PHASE III I 66' LOT ] , Co W LOT LOT BUILDABLE ` zo'EMERGENCYACCE56 „ W W W DEVELOPMENT. SEE DETAIL SHEET I S P,TSIGN 86' • \ SFD LOT LOT 84 '� a W ROAD EASEMENT NUMBER AREA sf AREA sf ` D.B. 5420, PG. 586 I I p I voorcG-6 \ y1� \ SFD N n 121 3,586 1,715 W I (TYP.) \ / < `o 122 2,184 1,190 ` �I W W W W W W y ' W W \ III o- PROPOSED 'NO PARKING' SIGNS, 123 2,180 1,190 W W (P) EXERCISE AREA - SEE LOT 36 0 . a Ln LOT 4 INSTALLED EVERY i5o' ALONG N L o RECREATIONAL AMENITY SFD LOT p SFD LOT I ON THIS SIDE OF BARKLEY VIEW \ \ N 124 2,180 1,190 \ y PLAN, SHEET25 I II w 11 COURT & THE CUL-DE-SAC \ 125 2,180 1,190 W N 0 LL o 126 3,126 1,715 I _ _ _ _ O1q III° LOT LOT6 Q J - _ SFD LOT SFD LOT 0 127 3,v1 1,a6o - o _ - LOT 85 W r - I W 128 2,180 1,190 V \ /� SFA � 129 2,180 1,190 LL W SIGHT DISTANCE EASEMENT \ 130 2,160 1,165 INST.#2022000i2613 o a 131 2,150 1,155 LOT 37 o I II 132 2,990 1,310 -- W W W W W W SFD LOT LOT3 \ \ W o XIX\' I \0 LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE W ` W SFD LOT ' (P) 6' PLANTING STRIP \ \ ~� z N NUMBER AREA sf AREA s NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf - LOT 86 8 I --I Q r 1 6,619 4,408 41 6,048 3,558 81 2,196 1,243 W W W w W w W W w W w _ - SFA O J o I \ , LOT PROPERTY LINES \ ~� 5 2 6,160 4,017 42 2,208 1,262 82 1,695 1,189 . W GREENWAY - _ _ - p I - - / J EASEMENT ° W W W Q t BETWEEN PHASE LOTS row W -o 3 6,110 3,974 43 1,807 1,297 83 1,735 1,227 W W u Lij 2.z8g ACRES W W -(P) 5' CONCRETE N' AND PHASE III LOTS \ LL 4 6,315 4,141 44 1,902 1,392 84 1,786 1,278 W y� -� U SIDEWALK V Q o 5 9,074 6,186 45 2,003 1,491 85 2,502 1,471 W W W W I m 6 7,555 4,369 46 2,091 1,581 86 2,174 1,216 Q 0- U 2 (n LOT LINE (TYP.) LOT 38 II LOT 87 7 7,400 4,231 47 3,083 1,935 87 1,757 1,242% SFD LOT LOT z 8 12,415 8,055 48 4,345 2,989 88 1,815 1,315 W W W W W �� W w w i 9 7,873 4,569 49 3,364 2,613 89 1,840 1,339 W W W '\° 1 10 6,168 3,608 50 3,307 2,557 90 1,867 1,367 - - PROPOSEDR/VJ I A / y i N ■ ■ ■ ■\mm a 11 6,904 5,316 51 4,070 2,754 91 3,171 1 1,908 MATCHLINE - SEE THIS SHEET 12 5,589 1 3,476 52 3,923 1 2,619 92 2,971 1,790 �\ - o PROPO EDSEDS NO PARKING' SIGNS, z 13 5,100 3,053 53 3,139 2,389 93 1,846 1,345 �' �' �" INSTALLED EVERYsSo'ALONG 14 4,029 2,662 54 3,136 2,377 94 1,815 1,315 y ✓ w W o- . ON THIS SIDE OFARBOLEDADR 15 3,174 2,423 55 4,233 2,791 95 1,789 1,289 W W W I LOTi W O z z 16 3,987 2,646 56 2,670 1,620 96 1,777 1,277 / W �W 1 LOT39 W W y W W W W W 17 3,996 2,656 57 1,596 1,096 97 2,532 1,456 ` W�W W W W / . W ... W W W . W ` I SFD LOT VDOT VDOT SFD LOT ' W " W " W " W W W W W W W W " W O J / /' STD. CG-6 (TYP.) u p 18 3,240 2,490 58 1,600 1,100 98 2,563 1,474 19 3,240 2,490 59 1,600 1,100 99 1,643 1,130 20 3,996 2,656 60 2,253 1,276 100 1,650 1,140 y y m 21 1,911 1,018 61 2,211 1,271 101 1,657 22 1,470 970 62 1,578 1,078 102 1,667 Ljj 1,163 m w w w W W W W W 23 1,470 970 63 1,580 1,080 103 1,677 1,175 24 1,470 970 64 1,578 1,078 104 2,405 1,363 W W W ` W y y W LOT 4o W W O Q O 25 1,470 970 65 2,557 1,502 105 2,462 1,414 �� SFD LOT GLENBROOKAT �'� 26 1,470 970 66 2,256 1,284 106 1,732 1,231 PROPOSED R/W FOOTHILLS LL 27 1,473 973 67 1,656 1,152 107 1,743 1,242 - W \ i PHASE IIB W W W S 28 1,925 1,041 68 1,600 1,096 108 1,754 1,254 / a \ W N o 29 4,757 3,267 69 1,549 1,045 109 1,767 1,267 30 3,416 2,666 70 2,063 1,126 110 2,643 1,599 W W i r w W 31 3,394 2,644 71 1,972 1,053 111 2,906 1,716 w _j w o 32 3,359 2,609 72 1452 952 112 1810 1310 �� w ,� 33 3,325 2,575 73 1,476 975 113 1,810 1,310 W W W W W w w A � ��'Bj a `/ 1n 34 5,205 3,533 74 1,528 1,027 114 1,810 1,310 / W W W w w W y w W LOT 41 \ \ W W W W W W V "I W W JOB NO. SFD LOT 35 5,424 3,305 75 2,356 1,379 115 3,222 2,034 GAPC ALE ��2066 0 36 5,570 3,367 76 2,073 1,153 116 2,734 1,654 ` w w w \ \ sb 6 is 30 so ` w W SCALE o 37 5,458 3,285 77 1,560 1,060 117 1,916 1,415 W W W W W W W W W W \ W W \ W \ W� 1 �� = 30' 38 1 5,516 1 3,327 78 1,574 1,074 118 1,891 1,391 W W W - - W - \ W W W W W "' �. a W W W W W W W W MATCHLINE -SEE THIS SHEET\ W W>:: 39 5,362 3,214 79 1,593 1,092 119 1,926 1,424 ` IN FEE ) ;:t. SHEET NO. :: :W W :<:: 40 5,458 3,286 80 2,147 1,199 120 3,877 2,262 W W W W �` W 1 inch -w 30 ft W W � W W �W EX.22" D.I. RWSA WATERLINE zo' RWSA WATER EASEMENT D.B.612 PG.s47 RIVANNA WATER & SEWER AUTHORITY (RWSA)GENERAL WATER & zo' PRIVATE - - SANITARY SEWER NOTES �ixTH M-----------^J1-------- AA _AA — M DRAINAGE EASEMENT—M M M M M M M M M M M M M M LAST REVISED: APRIL 2016 (j�� INST. #:202200012613 — � zALL MATERIALS AND METHOD$ OFCONSTRUCTION SHALL COMPLY WITH THE LATESTVERSION OFTHE ---_ —---_ ------------------— _ - - - GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION i.o, ADOPTED IN 11+50 "'" ` ' " ' " ' ' ' " " " ' ` " ' ` ' " " " ' ' ' ' ` " ' ' ' ' ' " ' / / — —r — DECEMBER zoz5, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. TT R. LINS 10+00 70+50 11+00 o — — _ .......................... / i _— _ L_ -- — L_ z. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A ic. No. 03579120'ACSA UTILITY EASEMENT ----- \ ��•�'•'•'-'-'•''•°•'•'•''•'•'•'-'- / / �� \ \ I PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK.INST. #:zozz0001z613 I \ _ _ —lo 1 00 �" \ \ •�� / i ao'ACSA UTILITYEASEMENT / 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (z-800-55z-7ooi). INST. #:ao220o012613 ( RWSA ENGINEER VICTORIA FORTAT z o EXT. zo SHALL BE NOTIFIED THREE BUSINESS DAYSS l 4 ( (434) 977- 97 5) - So - — - - - - 'y / \ \ i \LOT 120 \ PRIOR TO THE START OF CONSTRU SIONAL E�G� MH- 1 — _ _ ROPOSED 8" SANITARY SEWER • . / \ \ CTION. L — _ _ — I / \ _ / .•� y. \\ LOT 119 \ I 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE INS TO THE EXISTING SYSTEM SHALL BE PRi % ROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) z3*p-. �q p �F \ \ \ LOT 11$ / / / MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE PROPOSED WATER SERVICE LATERAL (TYP.) - I I �n I / S A<<F �',9/L� \ \ I / / / CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION — I // — — — — — - S \ I �O \ \ • \ LOTi7 — ROPOSED 8" zz.5°BEND V—X—/ FROM RWSA. -- / - R UA r \ L(L r--r---L--- o l — �/D RT \ LOT 116 i I 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE f I PROPOSED SANITARY SEWER — \�z T \ \ \ LOT u5 LOT 113 + / S 3xSo yF \ EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS L LOT 114 LOT 112 LOT 111 i v SERVICE LATERAL (TYP.) - \�A E \� 20' ACSA UTILITY EASEMENT i qj �, H-44 PROPOSEDTYPEA MADE TO THE SYSTEM. /I MH-42 �� NJ) \ INST.#:zozz00012613 / i - BLOW -OFF ASSEMBLY LOT 1zo 5 LOT log LOT 108 — � � \ \\ \ \ � \ �� — — _ � 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME � PROPOSED SANITARY SEWER / / \ i. PROPOSED FIRE HYDRANT �' OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE SERVICE LATERAL TYP. LOT 107 \ �t / - — — 2o'ACSAUTILITYEASEMENT i ) - ' //I LOTio6 / / / \ xp0 ` ASSEMBLY w/ 8"x6" TEE ' " ` ` • ' • ° " RESPONSIBLE FOR THE VERIFICATION OFTHE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, m � i i /� LOT 105 / � \ � � � � � � � / ,.. ' � BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF INST.#:2ozz0o012613 �V1H 36 II �� - l / \ \ " I 12+ ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE p TIE -INTO -I WATER STING - _ _ _ / \S \ ✓ i S m - 50 - _ / / ' y2�00 ---a-I----__- DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER J J TIE-IN TO EXI INE - I MH-4o -- ------ _ / LOT 104 / \ \\ - '7+3 /.% �/ / — SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE Q _ MH- — 'o S 1 - - / S t4x \ CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. Z r 37 PROPOSED 8' 8' T = - - PROPOSED 8" CL. 5z DI WATERLINE OT 103 \ \ So O g x EE 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT ? CO W/ (3) 8 G.V. - �C / / / a --� : -PROPOSED WATER SERVICE LOT 102 \ •. , - WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA � •' LATERAL(TYP.) r° EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. U z i - - _� " LOT lol - \ \x5o / ° ° g NO BLASTING SHALL BE PERMITTED WITHIN ioo FEET OF RWSA FACILITIES WITHOUT WRITTEN ///�� VI N V/ / ti w , w w w w \ , PROPOSED 8" y5° BEND ti / / VAR. WIDTH UTILITY, PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING 0 Z z i 11+ 0 12+00 12+50 I 1+00 w— \ —\ LOTioo / // \—DRAINAGE,& ACCESS EASEMENT. AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN zoo FEET OF ANY OPERATIVE RWSA O Z g 5 EASEMENT SHALL BE VACATED UPON SEWERLINES, BYPASS PUMPING AND/OR PRE -AND POST -CCTV MAY BE REQUIRED. RWSA MAYALSO ~ O� Lu o- U) PROPOSED FIRE HYDRANT �� \ \ \ F / ROPOSED 8" CL. 52 DI WATERLINE THE EXTENSION OF LEEHAM STREET. //� u) w� ' ASSEMBLY w/ 6"x6" TEE — 4+ w p \ LOT gg \ \ L REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED V / > ° O _ 1 0o w \ \ / q �� / INST. #:zozz00012613 r r BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING r H— — --- W J J , f O \7 \\w \ \ LOT g8 // o _ 1 SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO r F- THE OWNER. Lu w OQio. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS t WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE T 1 f '� B�ICROAo F�R�V w \ \ I F l<u FUTURE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH e'I (63'R/bv�\ ZS\w \ F DEVELOPMENT COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. I - I y \ s / 1 u. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE rPHASEiIV --- WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER LOT121 F ®: O _ r --1-- --- —1-- N SYSTEM. APPROVED METHODS OF FILLINGAND FLUSHING NEWWATER MAINSWILL BE REQUIREDTO 01 ® \w PROPOSED 8"' 2a 5°BEND ° _ � -,,. 9' -F------ r— ° ° -- — PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES •LOT izz \ So w\ o INTO SERVICE. 9. I. I RD I w 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES I V BUILDING OVERHANGS RETAININGWALLS FOOTERS FOR ANY STRUCTURE DRAINAGE STRUCTURES ROPOSED 8 CL.5z DI WATERLINE rtp I \ - tl \ F — I . : : : W N N N N N ROPOSED SANITARY SEWER f V . I I �— D \,. w °•� ETC. H v o o 0) v SERVICE LATERAL (TYPJ y I _ - - 24. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. Q o I - �° <° t6 \ ROPOSEDAIR-RELEASE VALVE LOT 123 - - L ®®o IXx00 / U) PROPOSED WATER SERVICE - - - - - - - - _ - ' ® ®® \ �PROPOSED 8"x8"TEE \ •PROPOSED FIRE HYDRANT l LATERAL (TYP. n _ - - ®® \ ASSEMBLY w/8"x6"TEE I LOT 124 I ( T — — — — — — — — w/ (3) B" G.V. o \\ x j I LOT 125 - F LOT 96 I I LOT 94 LOT 93 zo' ACSA UTILITY EASEMENT I I VAR. WIDTH ACSA o - UTILITY EASEMENT / \ \ ': t)x w • g / ! INST. #:zoz 00022613 0� . I _INST. #:202200012613 / LOT gi 7 / LOT go / \ \ \ :� \ \ PROPOSED 8" CL. 52 DI WATERLINE D6"CL. S _ / I LOT 8g \ � •• :• , • ` ;• ° � / 35 I \ WATERLINE \ 7 +oo - - - 10+5o ii+ o _ 1+ - - LOT 87 -� 5°S S ¢ / / \ 2o'ACSAUTILITY EASE MENT � - LOT 86 \ w _ 1 \ \ / �', w \ INST.#:zozz0001z613 7 PROPOSED 8"x6"TEE o - - 2*Oo _ PROPOSED SANITARY SEWER J - - + w - S i SERVICE LATERAL YP. wl (z) 8" G.V. & (1) 6" G.V., f - _ (TYP.) - - w ROPOSED 8" SANITARY SEWER - - - PR/V (PROPOSED FIRE HYDRANTROADSVAR.OLOT 85 \ \ I----- - I LL10 °,.(ASSEMBLY w/8"x6"TEE _..� (O'/��"> WIDTHA CSA NSILITY EASEMENT T. #:zozzo0o z613 / LOT 84 \ \\\° \ t8x w\ S MH 45 F PROPOSED SANITARY SEWER ` w MH LOT 127 Q m SERVICE LATERAL (TYPJ � I � I I ' � a= - .` � w \\9 \\ \ 7 LOT 83 . \ \ �\ \ w / PRO II LOT 56 LOT 57 PROPOSED WATER SERVICE I _ LOT 58 LATERAL(TYP) w PROPOSED 6" o°BEND \ LOT $a \ 9x0 \ _ ' I LATERAL TYP. � 9 / y ', o I LOT 128 I LOT 59 PROPOSED FIRE < I I I' - -io' ACSA ACCESS 5C \ / \ \ \� \ \ \ �9*So w\ PROPOSED SANITARY SEWER -.: v3 I SERVICE LATERAL (TYP.) I I In - = / I LOT 61 LOT 6z \ \ T, 80 \ w\w I EASEMENT � / \/ yx � _ INST. #:zozz000u6l \ \ II- _• LOT 129 I I ROPOSED 8" CL. 52 DI WATERLINE :' + ' LOT 6 3 s \ \ zo ACSA UTILITY EASEMENT ti �+ LOT64 INST.#:zozz0001z613 LOT79 � "vim • �' 70 IPROPOSEDWATERSERVICE; I \ ' LOT65 LATERAL(TYP.) I + \ \ � � ' �°� � � \ t \\ \ I ' I LOT 13o I I I �� / AR/� M Sxpo \ \ J/ \ \ LOT 77 / \ VAR WIDTH ACSA e�� A I 20' ACSA UTILITY EASEMENT - . — _ / / _UTILITY EASEMENT INST.#:zo2200012613 s 1o+p �+ INST.#:2o22000226i3 � iGQT 76 I l LOT131 w - 10+ 1 \ \•\ ® // \ \ gSFM�� \*S / \ \ / -\ i \- y�s \ ' 50 7 / PROPOSEDSANITARYSEWER w az+ \ PROPOSED 6" CL. 52 DI WATERLINE �\ SERVICE LATERAL TYP. PROPOSED 8'x6' REDUCER (TYP.) y I I LOT 132 I ° a <F 1}+ PROPOSED AIR -RELEASE VALVE LQT 66 PROPOSED 8°SANITARY SEWER \\ \ tsx \ l PROPOSED w So yLOT 2 PROPOSED SANITARY SEWER I I I I ° _ r & 6' G.V._ I • •.. o I `w� 32+p \ / / \ \.. , \. \ \ \ \ i ,v / / ]SERVICE LATERAL (TYPJ LOT68. / / C PROPOSED' ANITARY SEWER II I / / __ _ _ l •. �w \ C/CROq S \ \ \ 77 SERVICE LATERAL (TYP.) \13xpa� :PROPOSED WATER SERVICE LOT 23 LATERAL (TYP.) / I / I _ \IF PROPOSED LATERAL (TYP.) LOT 55LOT z4 - w So v LOT73 // / V / / PROPOSED WATER SERVICE LLI / LOT 54 / / / \ \ \ / / / LATERAL (TYP.) / 34 ROPOSED 8' SANITARY SEWER \\ \ I / LOT 53 LOT z / w LOT 74 LOT 25 20' ACSA UTILITY 2613 NT�I _ / / 5 PROPOSED FIRE HYDRANT \ \ \ INST.#:zozz0001z613 �. a 'r' / - \ w \ MH- OA x ' 5'�- � � / LOT i ASSEMBLY w/6"x6"TEE / , LOT So 3LOT 2 Q 4 �-i GRAPHIC SCALE' I--• � < MH sa o 15 50 so S 33 / LOT 49 // \ w \ \ PROPOSED SANITARY SEWER LOT 48 47 \ LOT z7 / \ / SERVICE LATERAL (TYP.) / // LOT _ \ \ v / / / LOT 4 PROPOSED 6' CL qz I WATERLINE 4 A w �Sxp / �' / OPEN SPACE //LOT 45 EX-MH-Foothill-lo-1 PROPOSED SANITARY SEWER LOT 44 I L Zti w M M N 0 M CwC W04 Q � N z L / Z w w PROPOSED 8" CL. S2 DI WATERLINE J — \_ H� POSED 8"x8"TEE PROPOSED FIRE HYDRANT / w/ (3) 8" G.V. ASSEMBLY w/ 8"x6"TEE w 7 H4 L ~O ■ Z w' [if w Q U w• •—wow =Lu = o W 2 Q J 20+5o W, w w w w U o_ LLu ---q 21+50 1 2 - G l/1 EXISTING zo' ACSA SANITARY SEWER EASEMENT D.B. 5075, PG. 664 J \ ul J_ V ) s — EX-MH-Foothill-9-6 Z LL _ o — \ / (n I ( / EX-MH-Foothi11--9-7 ' J/ LOT 20 // / / W Y o / / nN/ PROPOSED SANITARY SEWER / LJ_ SERVICE LATERAL (TYP.) / r<rn 0�/ LOT 1g V LZ N z � Lu LOT 18 / / / LU p J LU ai L JOB NO. 112066 LOT 17 / / / SCALE ATCHLINE - SEE SHEET 8 ill - 301 SHEET NO. 7 / \`\\\ /Lor 45 \\ LOT z8 / o✓ /rt A N -NS pmq=_ 1E0T ��/ — W W —� EX-MH-Foothill-io-i �� — / / / PROPOSEDSANITARYSEWER LOT44 M TC TH HLI E * s — e — SERVICE LATERAL (TYP.) \ w ��° a�� L F �l W W , W / /` -- / LOT43 / / \ S*So �l TIE INTO EXISTING 8" SANITARY SEWER — /— — / LOT z / / Wig-W W / / — / MH-32 4 O \\ w\� / / / LOT // / I / SCOTT R. LLINS ROPOSED 6" CL. 5z DI WATERLINE / / O °p I I l l / / LOT 76 U Lic. No. 035791 —_ / / / /O / H i PUBG/ YFRS w I / PROPOSEDSANITARYSEWER SFD 4 W y / PROPOSED 8" SANITARY SEWER — — _ 5 J / / \ CR�AO �/,9\w - 1z+5o ICELATERA ( / / / pow 12/14/22 A — / / \ w LOT �SSI Ede / I - SERV L TYPJ — — ----- 5 ::W: •:W::. W W W W W W / `� — — — — — / /l 4 Rom) a PROPOSE 8"x6"TEE 1 / / / ONAL — — — — — W/ (z) 8' G.V. & (1) 6" G.V. r W \ zo' ACSA UTILITY EASEMENT W; :•.. D AT RVICE NW INST. #:202200012613 / / PROPOSED FIRE HYDRANT / W W W W •`:iiiW::.. ASSEMBLY .•. / II �'4T0 // i z \' // POSE WATER. SE io' PRIVATE SANITARY LATERAL (TYPJ / W W W W W W W W W W W W W\ W \ LATERAL EASEMENT / _/ / LOT z I / / O INST. #:202200012613 / /\ ` I\ .a. E. / h LOT 14 // // // // / z :> W \ y / l / / / / ui EXISTING zo' ACSA LOT 77 / ec W W W` PROPOSED SANITARY SEWER / /—� f O a I / / SANITARY SEWER EASEMENT Y<: SERVICE LATERAL (TYP.) / // ° D.B. So75, PG. 664 SFD / / o z EX MH Glnbrk 6-1 / / / 0 zz WWWWWWWWWWWWWWWWWW :W2:2 WWWWW WW\W \\ �\ _W W W W V W W % / �/ LOT3o �' / /, l / z V V A� W w W 1W \y�V v w� / zo' ACSA UTILITY s / LOT 78 z o lII W W W W W W W W W W W \ W ` \ / \ \ W — — — -� W _ — PROPOSED 8" SANITARY SEWER / / / EASEMENT / / gIzCLI # " \ V �� "," w ,� \ �\ \ V 11 /... D.B.5128, PG .7 s� SFD / F Lu z LOTH ham/ / �sce W. \\��% ¢o' ACSA SANITARY SEWER EASEMENT / LOT 3i / / / / ! / / / p 4 O0 Z \ ��, a w V INST. #:zozz000�z613 V /. / y / / / s �" m Lu mLu H PROPOSED PROPOSED SANITARY SEWER �s �• U U) Z I z / SERVICE LATERAL (TYPJ Z U) N U) CL g � z z U) `F" Lu )CIS�ING 'STORMV�ATER l/ Lu LOT / /✓'. a LOT / s� o g g o U) W a a o 0 \ W W W \\ w M NAGEMENT Fj4CILITY /W W/! /l / / / / /a`\ / / s o W W W W W `' W W W W W •�• W\ W\` > v) (n w W.; - .. V '`ii•: \ / �� LOT 1z ce z z m D m \ / // �/ �4 1�1 W W W W W W ._W'.• W W W` W W W W W W W' \ \ W\ W /""/ _ LOT 3 // v VARIABLE WIDTH ACSA / / / u) c=n W `\ �/' �/� / � MH w 3 / " " a W •>W. .\W \l / i / `/ 3 / / / / / ACCESS EASEMENT io' PRIVATE SANITARY / LOT 9 W Cf ( F —INST. #:zozz0001z613 / / LATERAL EASEMENT (n cn INST #:202200012613 i z \ `WWWWWWWWWW .WWWWWWWWWWW\W W \ W .l — — \ \ \ I W ` / / / / LOT / / PROPOSED SANITARY SEWER i w g /� / / 34 / SERVICE LATERAL (TYP.) Lu W.W.W.WWWWWW GREENWAY W\ 0\\ W\ ��% / / /// // / \� y, \ / J \ W W W W W DEDICATION w W / �/ / / / /° Z U) 1 W \ \\ \_\\ \PROPOSE LATERAL /yam LOT ii \°.\ z AREA �� V Dw s cE / / A W � / PROP ESO D 8" CL. 52 DI ATERLIt�/ / N N N N N W W .` •` W W W W W W W 6\ / I W N N N N N W W W W v \ 1 �, LOT8 / / 0 v o ao N \ w w W w W W PROSSSEMBLYw/6 xx6""TEE // / o 0 0 ;r4 r4 C W W W — \ / / " \ ROPOSED 4' CL. 53 DI WATERLINE It EX-MH-Foothill-g-z � (. / A — — — — PROPOSEDTYPEA o BLOW -OFF ASSEMBLY / ri w w w - V� ROPOSED 6"xq" REDUCER B R VI W COURT— W \ F 2+00 PUBLIC ROAD (54' R/W) 11+50 — 1 / / PROPOSED io' PR VI ATE SANITARY � W W I LOT 35 I `, 1o+00 10+5 — iyoo — M MM / / SEWER EASEMENT EXISTING zo' ACSA r M INST. #:zozz0001z6i3 / / W SANITARY SEWER EASEMENT y� LLI M M M M. M W W W W W. W D.B. 5075. PG. 664 PROPOSED 8"x6"TEE ! is ::::•. W W W W W W W W WN w/ O G.V. O G.V. IL N z 8" & 1 6" / / LOT ' f___--___ LOT 8 \W I — — MH-29 SFD W v I.a� W I PROPOSED 8" SANITARY SEWER PROPOSED WATER SERVICE o' ACSA UTILITY EASEMENT / / / \ (V OPEN SPACE I INST.#:zozz0001z61 / / \ W „ W „ . W „ . ", ♦ LOT 36 I LOT 4 LATERAL (TYPJ 3 / / O PROPOSED SANITARY SEWER / \ \ ♦� 5' MIN. HORIZONTAL SEPARATION REQUIRED \ SERVICE LATERAL (TYPJ �� BETWEEN WATERLINE AND STORM SEWER I L .�0 LOT : I I LOTS / J Wes. £ �> �� \ LOT85 > 0- W W ` \ I SFA Lu \ ` W. W W W .WWY• W W W .�. W I PROPOSED WATER SERVICE Q O I \ W W W W W LATERAL (TYP.) f LEI 0 I \ \ J .. EX MH Foothill-g-i O I I _ , ^ LOT37 I I m� I I 3 v/ .�. (n f ED I LOT \ \ W ui — ` P _— iice/ ROPOSED FIRE HYDRANT I _ SFA ~ 1— 4 LOT 86 � . Z o PROPOSED WATER SERVICE- — ' J _ i i Q / ASSEMBLYw 8"x6"TEE i / ILATERAL(TY� _ --__ �Vi i� \ O J PROPOSED SANITARY SEWER \ Q LOT38 MH-26 SERVICELOTzERAL(TYPJ \ \ \ LOT 87 U = J SFA / to � W W W UTLITYEASEM EASEMENT W VARIABLE WIDTH PRIVATE SANITARY \INS , ^ LATERAL EASEMENT W \ \ T. #:zozz0001z613 / PROPOSED SANITARY SEWER \ • �. . W W W W W W INST. #:zozz0001z613 :C SERVICE LATERAL (TYJ P.) N \ _ / / / _ OPEN SF U 2 LOT1 \ ((Gn _ . W W W W WSW . . W . , W W W 'W>:• jW ' W �` \ LOT \ \ \ \ / GLENBROOK AT / 0.09 AC I j O FOOTHILLS PHASE II WO PROPOSED 8" CL. 52 DI WATERLINE "710 / W Q A LOT 4 Qc O CONNECTION TO SANITARY SEWER SYSTEM INSTALLED WITH GLENBROOK PHASE z / / CD PROPOSED WATER SERVICE \ a / O LATERAL (TYPJ Lu w w Lu LOT 41 CONNECTION TO 8" DI WATERLINE / - / a- (11 2 \ INSTALLED WITH GLENBROOK PHASE z a `J CRAP IC SCAL w I I PROPOSED SANITARY SEWER v / JOB NO. SERVICE LATERAL (TYP.) 30 o 15 30 so 120 W W W W W 10 PRIVATE SANITARY \ I FIRE HYDRANT ASSEMBLY INSTALLED 112066 W W W W W W W LATERAL EASEMENT W I I \ WITH GLENBROOK PHASE z W INST..-W W W I SCALE 1 30 FEET ) W [:[; I x 'nch - 30 ft. W w W w W W W W W.. W W ' W ' W W �W II i \ \ \ `� 2/ oo \ s SHEET NO. W W W W W W W� W ••:W:. W W W I / 8 PROPOSED 12" HDPE YARD DRAIN SYSTEM PROPOSED TREE PROTECTION FENCING 694 6g- --PROPERTYBOUNDARY- - - -- --- - - io' PRIVATE DRAINAGE EASEMENT PROPOSED TREE PROTECTION FENCING - -w/ - � J - - - 0012613 -- - - ---- - t87 6MMM �M M M M M M M M Mp- - f--96g8�_- 1 100 - -------- 8o-a0 8 --- 94 --- ----- �--- -- ---�95 ---- ------------------- --- - --- ----- -- - - - ---------------------- - -- - - - - Z 97 99 ::.:•:•.•:•:•....::.: :.:�:•:• •:•:• • i 1 SCOTT R. LINS io+00 1o+So 11+00 ROPOSED ROAD DRAINAGE SYSTEM :':':'.'- - i _'- i i i \ � � / U Lic. No. 035791 � PROPOSED VDOTSTD. CD-2 - � - - 12+00 - �- - � -- � ","` •••••.•.•.•.•.• •• i Iii i � i � � � � y\ I l _ --- � \ � \ .o Q• 12/14/22 ,c4, . • ... • • , r 7 �� i \ I PROPOSED 8' HDPE ROOF DRAIN SYSTEM 68z. � POSED 8" HDPE ROOF DRAIN SYSTEM' r \ \ LOT 120\� / \ S G o _ I w/1o' PRIVATE DRAINAGE EASEMENT / \ / 'SIGNAL E� z W wl lo' PRIVATE DRAINAGE EASEMENT ' '`� - / / INST. #:20220003. / \ i.. i % % % I �. _ __-\:_�_ .�.�.- - -\� i LOTH / w L - 5 4 r 33 W ��_NAGE EASEMENT\ INST. #:2022000226i3 9 / \ / \ w PROPOSED 8" HDPE ROOF DRAIN SYSTEM I -I 'I Q _W I a PRIi ATEINST.I# o2i00012613 - - �fx00 \ _ / \ \ •� ' \\ / LOT 118 688.0o GA 699 0#o FFE \ I / VAR. WIDTH UTILITY, DRAINAGE, & ACCESS EASEMENT. / / (Dm o _ s / / EASEMENT SHALL BE VACATED UPON THE EXTENSION z w/zo' PRIVATE DRAINAGE EASEMENT - I I I o - _. - - \ \ LOT 11] 688.67 FFE,- -7 / / p N �- I \ OF LEEHAM STREET. .� \ F. #:202200012613 - > ' I _O� _ _ _ R/V \ \ 686.67 GAR i \�\ i / z F z W o _�I _ - -_ '9% `F Z \ LOT116 68 FF o\ 3 o 'Ily/ o INST. #:zoz2000u6l 3 O LOT 115 LOT u3 WIC h ! 4% z°lo o _ \ Fq� 3xS0 1oz \ \\ 733 3H �- \ z 0 p� w f o I LOT114 LOT11z LOTui I I JI' o - _ /0 \ \� <Fy q'�/ \ 6-- GAR 6�°0 --\ C° ,. ,� • �. A \ 68E67 FF€i� �ia� _ I 6$ \ S / 0 o \. �? (J�j l \ 685.33 GAR / 5 i O Q1r I LOT iio LOT iog _ \ \ W/p % \ - ca I I 6 8.0o GAR 678.0o LOT i08 \ 6 GAR 678.67 GAR 7 6 GAR \ \ \ THFq: \ \ \ \686.0o FFE ra / �i �/ 2 7933 6 FFE 678.67 FFE 678.67 FFE 7733 I I �I. / I LOT 10 - l l % �' SFM \.. Z / \ p� ii _ \ \ ` - 4(• I /� ? p 680.00 FFE 7933 678.00 FFE I I 1 f' 6 6.6 GAR 7 LOT io6 3 1 �' \\ F \ �x0 .� \ K 6 /o i \ 6 7678.0o GAR LOT�oS 678.67FFE _ \ \ PROPOSED /CD- .. _ 78.0o GAR / \ \ \ b$A O O z _ -VDOT STD. CD 1 -3,pp _ \1j+00� \ (7 w Z -- _ 13+So _14+00- a z w 3 7933 G LOT 104 \ � \ \ - _ O Z f m •; I zo' PRIVATE DRAINAGE EASEMENT. / \ _` \ � - \--`ST--� #:zoz20001z6i3 Ri I I w a _ PROPOSED 8" HDPE ROOF ,QT 10j w/1o' PRIVATE DRAINAGE EASEMENT • ..' '_'-"�'• � � - %' - l S i N m m w g _ / 80.0o GAR\�� o - �'C \ \ Q ".yW -INST.#:zozz000iz6i3 _ goB �� - 680.67FFE LOTioz a%r �. xho ll. \ F Q z w s .::• _ / / So.00 GAR l _ o yy U to ZE-,.- /,T 6 \ 88B --= ROPOSED VDOT STD. CD-2 / _ 680.67 FFE LOT ioi 3% / /� j 68 \ / Z w N C) w w wPRO POSED VDOT STD. CD-z \ -` PROPOSED 8' HDPE ROOF DRAIN SYSTEM \ So.67 GAR / 2% ," /i \ \ \S OS / / z z � F i - 1a+So 1j+Op wl io' PRIVATE DRAINAGE EASEMENT \ � 681. FFE - \ ° '� i ROPOSED ROAD DRAINAGE SYSTEM � \ m Z g O 11+50. 12+00 - I \ �� INST.#:20220002261 33 LOT ioo �. / 0 O , Y c \W �� w 3 \ \ 68GAR r :: i \ Lu Q s LOT �6 \ H O O 1 4*00 w Sz.33 GAR gg \/ p 4u _ 66 90 _ F�1 Liu w tea o [ll O > z_ z_ 63 m 4 LOT g8 / / 2 W LL LL � Q = 2 s90 RI \ Q to • - \ P, 4xSo 68z.67 FFE ,O 65 R I w\ x _-- i / Or / zo PUBLIC DRAINAGE EASEMENT -- M w o -AZ• z 6 FFE 'l./ INST. #:zozz000iz6i3 I FUTURE Z o 0 DEVELOPMENT \ / g Z PROWOSED 8" HDPE ROOF DRAIN SYSTEM io' PRIVATE DRAINAGE EASEMENT I I �� T3 II b < ° \ \ \ _ ROPOSE OTSTD-CD i �� -�/ \ \ \ I °' / PHASE IV m / g o INST. #:202i06012613 LOT 1% I I I \ - S.. w�. - / -. 64A_ \ \ / m .-. 67733 FFE so ,� ' o ° j ® _ _ PROPOSED iz"HDPE YARD DRAIN SYSTEM SyB -� ( \ 1 I �- z U -•' 667.47BSMT I O.\. w/10 PRIVATE DRAINAGE EASEMENT\ w q I \ + o INST.#:20zz000i26i3 \ �ZSx I \ / aL ¢ SO a ;+ I 64 \ \ \ u z N R• I 7i, of l ° � � ��\ �� \ / � � � o LOT 122 ° PRQPOS D 12"HDPE -,; 676.67 FFE I '�7�, II Ij I I I II YA D DR INS STE o9b I I II I \ , Q I \ w 1 \ \ \ / o 666.81 BSMT I , II I II \ �. �� / J N N N N N w/1�o'PRI ATE ° II I I :: I �` Q15. I } \ •. 1°� \ \ \ \ \ _' / / W � 0 DRAINA E E EM N je I %4 �c L I I \_ \ Z w.. \�� 6z \ 68 / Q o N N o o INST. #:2ozz00012613 A OT 12 qq 66 83 67 TwFFE I :. 675.8. _ X\ w /�.� \ \ / _ V 666.1 BSMT I ' II �. II _ - E PROPOSED VDOT STD. 7O3FFE \ I I so I �•u I aJill I = I I \ / _- 665.47 BSMT II II ,. I : - _ x , ' ` PROPOSED 8' HDPE ROOF DRAIN SYSTEM °>'- I I I LOT, 97 wllo' PRIVATE DRAINAGE EASEMENT I 6a. II I I d � \ INST. #:2oz20001261 / \ \� \ \ \ / 0 I � LOT 125 I 90 I . ^ I f ii LOT 96 LOT 95 i I 3 � \ \ _ tiuj 0 \ 674.67 FFE oat I I 664.81 BSMT I o I LOT 94 LOT 93 ( / / A 'w I II 67733 FFE LOT g2 � � � 60B / / / (� � > I 6? II jl I % I 667.17 BSMT 66733 FFE 78.0o FFE 6. 6 / \ - I 667.17 BSMT 66 .8 BSMT 678.0o FFE 78.dp FFE \ � � ZS � 7 3 66 8 BSMT 66 8 °BSMT \ \ \SCQ � °' T 3 T 3 LOT 1 / � A X � o .t s m; 66 a B �a LOTgo �� A 3 - 664.24 E I ri .� zo PUBLIC DRAINAGE EASEMENT_ _ _ 7 3 SM 6 9 / \ V V 66y.1485 T h -- Jl INST. #:zozz000iz6i3- C! 60 •\\ \ \ --- (� 0 I. .- I II. 3%I / 78. So FFE LOT 8g \� ' ' \\ \ \ o I - - - - - � - r I �' \ I �L 1 � �%+- - � 6a, / 668.Sa BSMT � 3 -' - PROPOSED VDOT STD. CD-z v -'-- -I 6 a 7933 FFE LOT 88 \ w _ 5-%0 _ 66 .1 BSMT _ I. SI 7 67933 FFE i ,+00 _ _ 10+50 11+0o I 3 - - _ 1 4% c 669.1 7 67933 FFE / PROPOSED 1z" HDPE YARD DRAIN SYSTEM \ \ \ o 8aD ° o PRIVATE DRAINAGE EASEMENT E6 9 -u+' _ _ `F 66g3gBSMT LOT 86 / w/ 1o'PRIVATE DRAINAGE EASEMENT S \ \ N z 80C I / a 67933 FFE 60 \ w I s-. INST. #:202200012613 I II - � �.. Z+oo � - o � � 66 1 BSMT � � \ -. �\ INST. #:zozz000iz6i3 -___ J FFE a, _ 2+ I / - _ - 2+S•O � � I - ..... fi6g.a7 BSMT 8aIla- C s ?� 5 { / \ : / \ \ `°o �w 6) - / VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT i coy \ \ - 8 NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. _ z = 4 �� V B S �� \ .6 .00 - - ROPOSED ROAD DRAINAGE SYSTEM L�.I LU o °� 7 �� \ o LOT 85 / J \ I 8oB TI w ¢ 1 I _ 3 2 ATER S%RF $68 i �6 J \ O PROPi SED 6DOoF ED..CD_ _ I OAD E 3\�i:. \ , / k\ \ Z w \ J H� `o 5 w o LOT 8 \ 8x \ I FFE LOT 12 5.1 z J F z 666.67 GAR 667.67 GAR - _ _ k ° I $2B `. \. 9,67 BSMT - \_. SO\w \ - • \:. / / _,- w o. w PROPOSED 8"HDPE ROOF DRAIN SYSTEM \ \ 0 CO I 67aooFFE I I .� <m 733 667.7FFE 667.67FFE / 3 �- w ��,w/ioPRIVATEDRAINAGEEASEMENT LOTB� \ �6. \ PROPERTY BOUNDARY (n IPROPOSED- - ---- 662.14 BSMT d _ O 79 ' 667.33 GAR 667.33 GAR 3, 679.0o FFE INST. #:zozz000iz6i � ° 8"HDPE ROOF - O 668.33 FFE + LOT / \ 669.i4 BSM 5$ \S --_ - -__- - o . .: DRAIN SYSTEM w/1a'PRIVATE \ I +� -.',I I 57 668.00 GA I r _\ \ k �\ \ Sw\. \ \°\ n �, 678.33 FFE LOT �2., ' Z9x°Ow \ �. I DRAur INAGE EASEMENT 4 LOT 58 / 668.33 FF _ jr '7{s% \ / 678.33 FFE T `- �\ \ S"' r" 56 - I- ~� 7 s I INST-#:zozz000i2613 LOT 128� _ LOT 5g 668.0o GA 668.33 FFE \ °o/ ` 8°/ - PROPOSED 8" HDPE ROOF DRAIN SYSTEM �� z 3 67z.00 FFE I 16a6 s.. I -I LOT 6o I 668.00G Sr �\ �\ \ LOT$1, \ w/1o'PRIVATE DRAINAGE EASEMENT -- -- I : I 662.14 BSMT :� \ I . I I _ / 66g.00 F �' \ \ \. \ \ \ oyo \ 678-33 FEE 668 G7 BSM•.... INST. #:ao22000ia6i3 w - _ - - - - O LU < -o - __ I _ 668.67 GA 66 ooFF PROPOSED 8" HDPE ROOF DRAIN SYSTEM ' -� I LOT 6i 9 \ i\ - \\�' O IN 5' w/ 1o' PRIVATE DRAINAGE EASEMENT - -: _ I I / LOT 62 668.67 G 669.67FFE / / �' w\ 56A I I I - - - - 2o'PRIVATE_D_RAINAGEEASEMENT :.a C`Z- \� \ 667.81BSM 6•z - \\ =:57 �� 9+$O� 2 --- w Q o I LOT FF 6 I ': -INST. #:zozz000iz6i3 - _ - 933 y I 671.33 FFE I Ps at } �_® ' :INST. #:zozz000iz613- / LOT 63 i l �\ kxSo \ \ \ LOT 79 o+oo �w O = � x . 47 .. _ 78 .. °.I \ _ zo' PUBLIC DRAINAGE E-ASEMENT .. , : / n - \ 9 \ 677.67 FFE - 20+5 w W \ w- l --w f 661. BSMT I _ �\ LOT64 � \\ s - �\ \\_. \ � 56 O w. w.. r, �;#:zozz000iz613��6\:y 22+ o I ri% \\ 667.61 BSMT LOT 78 0 5 LOT 130 I 66 7 I _ -- PROPOSED ROAD DRAINAGE SYSTEM - _ / Ii9T's/ ° 00 \ 7° / 6 .67 FFE LOT ]7 o - o I 671.33 FFE s st I 74 _ -/ PROPOSER8" HDPE ROOF DRAIN SYSTEM, F \ `/ 667.81 BSMT \ /. o _ T - -- 6_ \I� _ w/1o' PRIVATE DRAINAGE EASEMENT / '"'� q�C \\ t S ° 5> LLI V / ' z IPROPOSEDI2"HDPEYARDBSMT _ <" '-°� 64 72B / / \ ;«�\ /INST.-#:zozz000iz6i3 / / �\ FYI? 44F \� T : / 677.67FFE'� \ J E 10+ '� S 7 7 6 6 FFE o PROPOSED 8" HDPE ROOF DRAIN SYSTEM `DRAIN SYSTEM wl1o'PRIVATE I 6. 00 I / - / F F 77 7 , (DRAINAGE EASEMENT I ,4� I b 73 / 72 �6g8 ''` �' / \ % \ gSFMFT Zsx r �� 6678�SiwT w/1o'PRIVATE DRAINAGE EASEMENT / 53 LIA -j -j Q o I NST. #:202200012613 LOT 131 s 6 j \ 10+ \ F\ SO \\ / /PROPOSED VDOT• / / �'!\INST. #.2022000u613- H� Q/ o 670.67 FFE I s `n_ �f. w 50 72A b / 6933 FFE \ �� f / STD. CD-1 6 �i2 �s 2D -a e - :...c. - - U) z co / \ \ �� \ 667.81 B / - 6 - - v J �' In� 660.8165MT ��\ � 11 - �. �\\` : ��. 7 / ___� � �� 5 - - - _ _ _ � V w I ... _.Il.. l na : / 66g.00 GAR /i.� \\ �� \ \ / o s - - - w / _ ,...11 I.. p PROPOSED VDOT STD. CD z_ I a+0p 68.6 FFE ° - 4kE \. ;' / / 6 / ROPOSED ROAD DRAINAGE SYSTEM �•� ° z 6G.1 I sn ° I - \ PROPOSERS HDPE ROOF DRAIN SYSTEM,, 7 \ .. _5/0/ \ �� \/. 1, s-\ - 'PROPOSED VDOT STD. CD-1 I il `"�__ I 668. GAR • / - . wl io' PRIVATE DRAINAGE EASEMENT 33 68.67 FFE - - /,. \ \ \ \�� / / - �, 1671.0o GAR / - . , , O s s LU z I I I LOT 13z ;: ,: l � .. aa� 2E f 22+ _ _ __\\ �� \\\ . � � /d Y � 671.67 FFE : ixh b �° \ �- I, u + „ 7 _ w - So INST. #:zozz0001z6i3 LQT 66 668.33 GAR s w 67o.00FFE / I. I .:. a �h- ., I � .� / .... 6 \ _� \. � - � �_.::. 4_�._ / ROPOSEDVDOTSTD.CD-z >:. -� �� o- _ _: s - � LLJ rn � - . 66 I 4 \/:. 75 �-� -_ _ �.:/• 72.C. � ]i. � ... ZOT 67 668.0o FFE 44D \ _ �•6x00 �. \ \„w / /' /' /.. Q hv- \ � \ � J r zo'PRIVATEDRAINAGEEASEMENT - ;• a 11 :- - I, :. �w a2+O / / 667.67GAR \ \ / / 7 33 / 4. O o _: _ O kf}E \ \� I /6 0. GAR Q / : ,\ o . - - INST. #:zozz000iz6i3. u n - / / _ _...� w.... ` -67i.00 FFE ;/ Q Q �--- uLOT-68 668.00 FFE I - . • - \ / \ - O ROPOSED VDOT STD. CD-i - `o _ II - 30 I - _ _ ]ZF a _ '✓/�/� �. Z2x '' \� _ I \ 667.67 GAR / / \ \y / LCIT 22 (� _ / '7 "I/Co"RS I,,' So .00 zo' 'RP VATE-D,RAINAGE EASEMENT \. n / / o/ / / /m ' : �°ro �6 1 / GAR I I 6C w -� _ _ _ • • _ 5 _5-- / ] ;. OAD V �q V l �'...,......... r / ° INST. #:zozz000iz6i3 / / _._/ 7 / o...... GAR.... / o; .:. /� ¢I� 7 /33 a r _ /o \ /r \ _ -biz 33 co - 67 oo FFE Cp o � 668.0o FFE �. r t J a� 664 :.. '.. 'S4 R/w ' '. \ LOT 70 ;L / 667.67 GAR i _ __ 67zabo FFE � Q 4 : �' LOT zD / / LLJ « ° � PROPOSED 8" HDPE ROOF - - w/ 26 PRIVATE DRAINAGE EASEMENT- / ` \ \ / / 667.67 GAR 668.00 FFE Sur _ \ / 2 ] l 5 / 0 5„ / /67i.33 GAR 15. _- /-_ I INST. #:2o2z0001z6131- _ / / • ,,...S.._. �� / LOT 73 667.67 GAR �. / U _ I _' PROPOSED 8"HDPE ROOF DRAIN SYSTEM / 446 / / 670.33 FFE / / / / / / / / / Q O axi �16+00 _-I �r _ w/ io' PRIVATE DRAINAGE EASEMENT 6 7 10 h u.... ,LOT z4 PROPOSED 12" HDPE YARD DRAIN SYSTEM _ � / o 657J5 � > i /I �. , - � / � 0 � � __ 68.6 FFE J � � a- INST. #:20220002262 64 LOT 72 668.33 GAR \ : / Q 8 / - ' w/ 1o' PRIVATE DRAINAGE EASE 670. � y ' \ 6D I LOO 55� \ 6�q/ `� 4 \\ LOT73' 668.67FFE // I (J <v / INST.#:zo220001z6i3 LOTig / / / O LL 7 I 664.33 GAR �LQT 54 \ w-Z3x �� 44A y �66g.67 GAR 51 ]or0 / / W o 666.33 FFE \.. 6 / \ �5 \ \ SO 70B / .'.... 670.33 FFE rr/ / 0 664.33 GAR o �w o 5 .•: �.. :. /67i.6 FAR 658.17 BSMT 66633 FFE LOT 5j - 7 ,. \ /\� \ LOT ]k. / / / _ / / _ LOT 2 - / N PROPOSED 8"HDPE ROOF DRAIN SYSTEM - OT) �� \` Z I _ 658.17 BSMT 664.33�AR LVT Sz w/ io' PRIVATE DRAINAGE EASEMENT . •:.; �/� 4x0O _ .. _. LO / / / / 7 , / ; / :l J l 11 / / H _ 666.33 FFE 66433 GAR - / \ Q PROPOSED VDOT STD. CD-2 U W -------" - - - _ / INST. #:zozz000iz6i3 � ': / / � =� , • : �\/ ROPOSED VDOT STD. CDd-.. / / hW � /669.0o GAR / / / _ o / / / w I- o PROPERTYBOUNDAR�_ 'r"' Ste, �� 658.i7BSMT �66.33-FFE / LOT51 \ / OA ° �/ / /�� / 66 6 FFE / / ^ J w -Oo g. 7 c� / LOT 18 / 658.17 BSMT \ �/ 5 ]. PROPOSED VDOT STD.-- Q x � _ � / / 6�5>GGnR � / / - : 70 \ � / < .. � \ / S \ LOT o \ / % f l l / 7°r° / / a V cn 666.67 FFE 5 4 / 3 '\ Z4x1 6 Q 80 // 0 ►•.-� GRAPHIC SCA� � - S / / / 6g8:50-B.S`MT 66s.33 GAR \ l6`6 ''�../6�o.67GAR / 6 < 66 FFE PROPOSED 8"HDPE ROOF DRAIN SYSTEM a \ 44 / /6 g.00 GAR 5 1 FFE / / / 0 733 /u \/ biz 33 (( JOB NO N 'L T 4 6 wllo' PRIVATE DRAINAGE EASEMENT 4 g.67 FFE / / 1 L ao o rs ao /- 6o i 65gBSMT -9 s0� 69-_ 408- k2 - / g / l / 112066 0 ® � 665.33 GA / � -INST. #:202200012613 ... �/, % r \ � - 2% - 667. FFE 66 4 6• ' COT 47v i °Ao ,l / I l'o LOT i7 / / SCALE _ g3� �/ /66 33 GAR / ` / / / �^ \ _ / / o ---LOT 8 FFE - r s a- .ix0 : 6 g no FF / / / / / 1u o �Oi ( IN FEET ) _ , -- OPEN SPACE \ \ \ 6 6 65g.17ESA/1T 665.33 FE LOT4 / w \ O / F / T 1� o. 1 inch = 30----ft. -- _ - --- - _ S8 664.o`oGAR - 6\ 40A /LOT/28 ■ E E�H■ E / // l I SHEET NO. 4 4?. / zo'PUBLICDRAINAGEEASEMENT o.. / N \ __\\ / / / / 0 MAT HLI INST. #:2022000i2613. n I 6 AR �. /o / 9 _ u. o. 1�j/ N. Z✓j ..�y.., '-"FFE 6 6 GAR " 7� // \ r...'00 .334iircQQ - --- _ --OPEN SPACE - 6 - 6 666�.3�T 665.33 FE -- LOT4 4 a w \s%00 /�\\.. 6 g.00FFE/ - - _ S8 664.00 GAR 6(\ 40A a /�/lf``O 28 Tr1 7f�':{Ir'•/•l x op ■ / / VDOT WILL / -- - - T A ------ - 664.67 FFE LOT 45 / 4. 41" / �� / OIVIA C LI - S E SHE T / C12/14/22 ,zo' PUBLIC DRAINAGE EASEMENT o ^ z20001zoi39/ O L ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENTFFE -4\,_ 67.AY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE.__/663.33 GAR w ozISx/ / - 6Pi. FF6T,.roo-FF LOT43 PRO O OAD S — _-/- -663.3 GFE LOT 16P SEDR RAINAGEYSTE6 0o Ll9T 2 1 w// 47 / / 66g/67 NS / 46k'.00/d N EEAEMENT ;Z\/6_\\\U/�F�6�'00 / lI o 67/0.67 GAR WROo' PR VAT EDRAINA" HDPE GE EAsfMENTTEM / LOT 76 �60 4 / °:' BROR�6y1.33 FFE INST. #:zoaz000li613 / / / SFD + / \ / L 64 / W Bw 1 /% / / / \ \ 670 \ \ / 67. oo FFE // / / / / / O L - - - ::•. N \ \ \' / - - -33 GAR zo' PUBLIC DRAINAGE EASEMENT / 71 / / // / F , W .:W :. W W I ---_ - - - --- ,.ten XINST. N:zozz000u613 T`29 \ I I . l z Q W W `.`:.' W �\ W W W _PROPOSED WALL _ --- ---- - /' / / / / I I • • LOT 14 / �// / - � " W SWIM FACILITY, MAINTENANCE, &ACCESS EASEMENT --(MAX. HEIGHT=3')- // / // / / / O W W q�y��(� f a V A INST. #:202200012615 - - 1� GAS/ / / / ' LOT 77 / 0 ROPOSED VDOT STD. ES-1 7z. P3 I INST. #:202200012613 (PLAT)_._.67433 FFA� / / z z W W W A ... W666.17 B / 70. - - xo / _ / / / / % S F D _ ' :::<?:.. PROPOSED VDOT STD. CLASS Ai RIPRAP 0 'TFALL.� PROPOSED 1z HDPE YARD DRAIN SYSTEM \ z "" A\ I I _ - - IN GEOTEXTILE FILTER FABRIC UNDERLA ' ENT W ,.I �� 1/ '._.I l / p z W W ..•.x .. i W \� (L=17', W1=9', W2-2o', D-15' MIN.) �„ % i /� .LOT 0 /. w/ 1o' PRIVATE DRAINAGE EASEMENT L 78 g \W INST.#:zozz0oo1z613 / 00 F 1.6�� v Q Q z w ' •��' � �\ SFD W W \ SWIM FACILITY, MAINTENA E, &ACCESS EASEMENT 66 . o M // 4°1 I / 67 0\ \\s �\ / -67r----- Z Q p INST. #:z0zz00o1z615' �� r / /- - j / LOT 13 / A V �s / / O w W 1 INST. #:202200012613 (PLAT) \ / T 1 / / / _ / / \ �\ ~ CO s � � U) z PROPOSED VDOT STD. CLASS Al RIPRAP OUTFACE \ ' J/ / / / o �o / / / \� s \ U v~i z 1:: g \` \ \ \� \ wl GEOTEXTILE FILTER FABRIC UNDERLAYMENT FFE l Jl ✓ M. l �s w w 0� \ �yY � � \ `\ \ (L=1z', W1�=6', Wz 14, D 1.5 MIN.) )' W 665; / I I ~ ry s \ z z F- F- Ln \ \ \W /./ 2 / l I �ll� / e� 11 11 \XISTING STORMWATER / L T3/ PROPOSEDVDOTSTD.ED\1 �/ / LOT \ \ s\s w Q MANAGEMENT FACILITY / / y/� - / Y' > Inc! a a m WI / LOT12 / �\ W a' „P\ROPOSED VDOT STD. ES-1, / . 29 \ LOT / / i/ I /. o u / \ s \\. 33 / i I��o I n / LOT \ �� n x I / I a I it l l 9 O g z , / o _ g \ /� 64. _ PROPOSED 8" HDPE ROOF DRAIN SYSTEM / _. A ��Y Lu `\,', \ \� \. \ \ ."\ I / / LOT :. , w/ 1o' PRIVATE DRAINAGE EASEMENT / \ \ Lu \ / 34 INST. #:zozz000iz6i i > \ W V A ` V /�� 41' PUBLIC DRAINAGE EASEMENT ii 3 V-eLn / GREENWAY \ \� AA V % i / wST.#:zozz0001z613 �� y��°I y \ 6 / z DEDICATION o I . AREA v\ v / — / /' �/ W � . w � � V \ �663 � / � x� �/ I � � LOT 11 • V A � w �/ N N N N N - ( 36 PUB \ 33 w N N N N N V 71. Q O N N O V, SWIM FACILITY, MAINTENANCE, & ACCESS EASEMENT 3 / : / ;� 0B n. .I.� o' LIC DRAINAGE EASEME/T W W W INST. o1z61 \ 00 INST. #:zozzo 5, \ _ ,/ j 3 n 35- . �. INST. #:zozz0001z613 o \ / o 0 0012613 (PLAT) '/ n A A LOT 8 \ w q W PROPOSED ROAD DRAINAGE SYSTEM of \� n � A \ \ \ \ \ W"W W W �W" W"W � � \ li h 38A � 12+31 �— — \ / / •W'WWPROPOSEDVDOT STD.CD-i 12+00 \ \ \ \ W \ . '''iW:;• \\W W \. 31 u I 38 _ _ o / r LLJ \ \ \ . ....W W \•� I E. 1 1 11 10+50 11+00-` \ \ \ \ \ \ \ I \ L T 3 \ II io 0o I — �— + ::.W. — w \ 1 BARKLEY VIEW COURT M / / / / / PROPOSED VDOT STD. CD z 11 47� PUBLIC ROAD(5432 i//N60 o f - - 5 - _ LOT7 / Cy) LU vI i I r------ - —� ` / / / LOT 8 N SFD � / / v W W I OPEN SPACE \ \L T 3 I Z W W �� W i 4 , i i I PROPOSED 1z HDPE YARD DRAIN SYSTEM -- � N r� l I / \ \6 PROPOSED SED VDOT STD. D-1 / w 10 PRIVATE DRAINAGE EASEMENT MENT i \ \ " i I INST. #.zozz0001z61 3 \ 6 / / / V Q LOT J W •:;: � \ LOT 5 \ \\ \ > PROPERTY BOUNDARY _ ONTAL SEPARATION I / / LOT 85 01 BETWEEN WATERLINE o SFA Q —j J 670 Uj \ \ I \ A \ \ \ \\/\ \.V. \A A \ \\ V \ \\ \ \\ V�\� \ \ \ A\ \ VW W W AW W WW," W •iWi: ,W �yW \ III L 7 LOT3 \ %V - W �C eo W °' HLOT86 r) + t' Z oSFA Q D PROPERTY BOUNDAOSED ROAD AINAGESYSTEM O QQ_ fie' 658.67 0�- <o A I PROPOSED 1z" HDPE YARD DRAIN SYSTEM - \ Z < �x 1o' PRIVATE DRAINAGE EASEMENT / \ L U W / I i L T 8 34 / ° / LOT z INST. #:zozz000u613 \ LOT 87 0 34 I SFA v4 Z /� I \ LU J \ / — J Q 657.67 — \ v v v _ o V �� ' I \\ \ \ / �� D t--t " O11 Lu LOT 1 WLO GLENBI\OOKAT 09 AC P OP S V OT STD. CD-2 c \ $ / O FOOTHILLS PHASE II / LL CO � / / I �\ ' W W W W� W W W W W W W W •'W � W W W W W W �;, ,, \ \ / � / ss J w Q RAPICCAL/ 0 so o u /so so L T \ a °o / 0101 ONE. �.. . / / ( � IN FEET/) / W W W W W��W V A� A �. A / / / " N 7 / 1 inch 30 ft� W\ W \ / ./ / \ F Z CONNECTION TO ARBOLEDA DRIVE / �y. (� w PROPOSED WITH GLENBROOK PHASE z / J W W�LU LOT4 \ Cp -- \\ 0 a / JOB NO. 112066 S / \ _\ \ \ SCALE 130' \ 1 SHEET NO. iW S 1 \ I \ o I� Drainage Easement Chart Pipe No. I Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Prodded (feet) 30A 1 24 18.4 40.8 41 RAPHIC SCALE 5 50 PROPOSED 6" G.V TO ANLEE RO, I NTE HASTINGS COURT w/ MEYERS WA VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. A-7r PVI STA: 1o+83.00 PVI ELEV: 662.65 K: z5.66 LVC: 80.00 LOW PT. STA:10+94.3z LOW PT FLFV- 662 oL n NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. zS OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE zS AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.S' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. HIGH PT STA: 12+44.19 PROPOSED 8" CL. 52 DI WATERLINE 54� s r .�� IN GREET ) w w . . . . . .. w .� Y inch W0 "" ft W PROPOSED AIR -RELEASE VALVE' .. x TEE EXISTING FIRE HYDRANT .� . CASSEMBLYw/8" 6" �L O O O w. -w w w w-w-w w w w w w w w O �. .. S° 22+00 5 A zz+So 23+00 23+50_ - zy+oo w -- �. �4+50 w-w .. .. �.. �.. W _ In REMOVE PLUG & TIE -INTO z5+0WO wow__ EXISTING 8" DI WATERLINE _ 25+50 w w \" W . .. •� . .wd W 53 vO O I .� W W f ,54 n - EXISTING 8" DI WATERLINE m I p J ' 2� C74672- W676'� / W f W W W W \ �W 67- W W W W \ w\, r v I .D I m: 14t5u. uu PVI ELEV: 661.69 K: 32.89 LVC: 195.00 LOW PT. STA:13+98.9z HIGH PT STA: 16+z5. 00 HIGH PT ELEV: 668.97 PVI STA:16+oo.00 PVI ELEV:668.47 K:19.86 LVC:5o.o0 F-7r -/J - - rllUrl rl CLCV: 00 .21 LV VV rI CLC V: OD2. -/J 0 ul 0 PVI STA: z+5o.o0 0 1� o o °o m °o m + + � PVI ELE :66y.5z N ° � `^ ^a v, + ^ to N) + 00 kD INTERSECTION OF MEYERS p N ui K: 3 LVC: o. oo.00 + kD v1 .`/'i ui `,N ui w/ ARBOLEDA DRIVE (STA.', w H ui N U m U w 670 > > $ �, o U m ULu m > 670 III EXISTING GRADE (TYP. o + kD w o + 0° �D INTERSECTION OF MEYERS WAY (STA. 1S+37) Lu 2.°° WAY ui N ui w/ HASTINGS COURTS (STA. io+oo) INTERSECTION OF MEYERS (STA. io+oo) > > w w/ ANLEE ROAD (STA. ly+7z) > m > PROPOSED GRADE (TYP.) K•51 665 m w 665 VDOT STD. cD-1 1.1z�o 1 41/o IL PROPOSED 8"x6" TEE w/ .00%� (z) 8" G.V. & (1) - 6" G.V. VDOT STD. CD-z 3.5' MIN. PROPOSED AIR -RELEASE VALVE 660 HYDRANT VDOT STD. CD-2 66o & 6" go°BEND PROPOSED FIRE 1.1' \D WATERLINE 514' ASSEMBLY w/ 6"x6"TEE ROPOSED 6" CL. 52 DI WATERLINE 6:5' 7 OA 72E PROPOSED STORM PROPOSED STORM 6 55 SEWER CROSSING SEWER CROSSING !}1 75 ROPOSED 6" CL. 52 DI WATERLINE 65o 7oE PROPOSEDSTORM 650 SEWER CROSSING PROPOSED STORM PROPOSED STORM PROPOSED STORM SEWER CROSSING SEWER CROSSING SEWER CROSSING EXISTING SANITARY 645 SEWER CROSSING 645 O .y M M N M N t � O O It O lD Ol M O N O. ri 00 M H '1 Ol .t ^ O .t '1 ^ O M Ol N N H M ^ f .t kD ,n to N l0 n'1 'D !,, ul �t .T !,'1 S f,'1 M ,.j .t Co + CO I� Co Ol 10+00 PVI STA: 10+17.55 PVI ELEV: 665.29 K: z.5o LVC: 1o.00 LOW PT. STA:1o+17.55 10+So 11+00 11+So PVI STA:11+5o.00 PVI ELEV: 668.14 K: 110.33 LVC: 30.00 HIGH PT. STA: 11+65.00 HICH PT ELEV- 668_tl. 12+00 wvv v. wD0 34 LD rv1 L9 rn 00 0 It N lD N l0 + W W W o `° ID 0 .- PVI STA: 10+77.55 N ui N ui PVI ELEV: 666.49 v > v > > m 675 >w K: uo.33 m Co > w 675 00 w LVC:30.0 LO PT. STA: io+ z.55 INTERSECTION OF HASTINGS COUR' L W PT ELEV: 66 .19 w/ HUMBOLDT STREET (STA.16+81) `W?FIDS+ ND ROAD - ST) N670 0 670 RSECTION OF v > � 2.00 S (STA. io+oo) > 00 > m w Y (STA.15+37) 2. 23% 665 z.°° 77 665 z.o0 VDOT STD. CD-z F L P.) GRADE PROPOSED (TYP. 66o EXISTING GRADE (TYP.) 660 PROPOSED STORM 45 SEWER CROSSING 655 655 o I 00 n e O N 00 ID l/1 N � to Ln 'i ri `D `D �kD 00 D W � w 10+00 10+50 11+00 11+50 12+00 HASTINGS COURT PROFILE (DESIGN SPEED=zS MPH) 12+So 13+00 13+50 14+00 14+So 15+00 MEYERS WAY PROFILE (DESIGN SPEED=25 MPH) PVI STA:11+55.00 PVI ELEV: 669.74 K: 37.30 LVC: zyo.00 LOW PT. STA: 11+70.01 685 SLOW PT ELEV: 671.64PT ELEV: 671.64 f (STA. 11+26) o ui U1 U > 6> 0080 ,. 13+93 STA 11+1 .69 ELEV. 67 .08 EXISTING ROAD GRADE TA 10+95.32 675ELEV. 6 z. 8 -3 62� S A1o+ .z8 E LEV.673.99 15+50 16+oo � V1 Lu > w CTION OF PARK RIDGE DRIVE (STA. 12+92) w/ ANLEE ROAD (STA.11+3z) TIE -INTO EXISTING HILLTOP STREET PAVEMENT - STA.11+43 FILL (TYP STD. CD-2 ELEV. 673.24 14' 8" DI WATERLINE 665 8' TIE-IN TO EXISTING 88A 8" DI WATERLINE PROPOSED STORM SEWER CROSSING PROPOSED SANITARY 660 SEWER CROSSING 0 Ha0l 1� l^ O O1 M ,:1 N N cl k rl O 10+50 11+00 11+50 12+00 12+50 16+5o 17+00 PVI STA:13+75.00 PVI ELEV: 675-93 K: 6z.37 LVC: 1oo.00 HIGH PT. STA:14+z5.00 HIGH PT ELEV: 676.54 ui N ui U vi 0>0 U w STD. CD-1 ° PROPOSED STORM SEWER CROSSING -PROPOSED 8"x8" TEE-w/ (3) - 8" G.V. ED FIRE HYDRANT LY w/8"x6"TEE WAY (STA.16+SS) .z+54) PVI STA: 2S+00.00 PVI ELEV: 67z.-4s fo4�v SCOTT R. LINS U Lic. No. 035791 °p 12/14/22 47 SrONAL S"G 1 z a o U z O g442 a O U Q Q Z w z Z 0 O w ./� a Co Co F < V/ H z Ln w za Z W N w C w w � g g o a z O w a a Z Y/ 4 ~ a = o w Ln `H a a 68 5 W ��maCo w z W K:4 .47 N o PVI STA:zz+00.00 LVC: oo.00 + I� PVI ELEV: 666.37 HIGH PT. 5 A: 24+86.70 0 ui � K: 3 .g1 HIGH PT ELEV: 671.22 D 8 > w LVC: oo.00 $ II 680 I" _ N LOW PT ELEV: 667.59 °++ � kD o m r Ln W > N Ln W > F o w m m TIE -INTO EXISTING PARK RIDGE > w +°o N ui I N ui DRIVE PAVEMENT - STA. 25+8o 675 > m -Z > w EXISTING m - J w ROAD = v PROPOSED AIR -RELEASE VALVE GRADE 3 �s% / - - 670 1. EXISTING FIRE HYDRANT - - - ASSEMBLYw/8"x6"TEE 3.5' MIN. VDOT STD. CD-2 TIE-IN TO EXISTING 6 8" DI WATERLINE PROPOSED FIRE HYDRANT PROPOSED 8" CL. 5z DI WATERLINE 1.z' ASSEMBLY w/ 8"x6" TEE EXISTING 8" DI WATERLINE OPOSED 8"x8" TEE 54A PROPOSED STORM 66o (3) _ 8" G.V. SEWER CROSSING 00 3 p •'I O Vl lD M N Vl N kD 01 ,y kD w ry M w O M w O M ^ 0) O O M N lD ^ 1� 't ^ om 00 ID 06 00 � ^ oo � 00 w m 0) tD of 0 ^ o N ^ N o ^ N o ^ O ai of 1� lD ID lD 1 10 ' kD 1 lD 10 ^ ^ ^ I� lD Drl 20+50 21+00 °o � m w H ui �U U m > m INTERSECTION OF PARK RIDGE DRIVE (STA. 16+ w/ LEEHAM STREET (STA. io+I PROPOSED GRADE (TYP. J i 3-5' 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 PARK RIDGE DRIVE PROFILE (DESIGN SPEED=3o MPH) PVI STA:16+7z.00 PVI ELEV: 679.53 K: 45.38 LVC:150.00 HIGH PT. STA:16+51.97 HIGH PT ELEV: 678.95 1 PROPOSED L8"x8" TEE w/ D 8" CL. 52 DI WATERLINE (3) 8" G.V. PARK RIDOE DRI E PROF LE 'i O Cq ONO O W O ' O 13+00 13+50 14+00 14+50 15+00 (DES GIN SPEED= o MPH) M 1XI a) O D 00 06 rl 10 ID 15+50 16+oo °p m + kD H ui 1ri U > > w Lu ROPOSEDAIR-REL€ASEVALVE -A- PROPOSED / FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE ED STOR CROSSIN GRADE (TYP.) INTI -z.p9 PROPOSED 8" CL. 52 DI WATERLIN POSED SAN SEWER CRO �t 0) N O 1� I� O O T 00 I� 00 Ol O06 1� Co 0 00 � l0 l0 lD l0 �O 16+5o 17+00 17+50 18+oo 18+5o 19+00 PVI STA: 20+00.00 PVI ELEV: 672.66 K:118.83 LVC: 125.00 HIGH PT. STA:19+37.50 HIGH PT ELEV: 673.97 "o +tD �v V 00 m OF PARK RIDGE DRIVE (STA. 20+48) w/ARBOLEDA DRIVE (STA. 9+95) H M V% � 0 z O 3 " a z W 1n W J F z Ln z N N N N N Lu r4 r4 r4 r4 r4 H- c o o rn c Q o Co o 0 Co z� w M M N 0! 2: M ui N Q O N z 25+50 26+oo w N Q > :z Lu LU w J J _ J � U O w H� ~� w 0 P� z w a L w ui C) Y N, 0 N p `O w v 1 oZS wLfl V w A = VJ J ~� Q Q ->- Lu -V) v1 H O z O o �o I W w O N W ui O >m m -z J11 u- v 3'zS93 H Q ' LPROPO D (V 'ROPOSED STORM [P� ASSEMBLY F ~ w ROPOSED 8"x8" TEE SEWER CROSSING w/ (3) _ 8" G.V. O J w rr nn a w V ^'1 � p a v1 o n JOB NO. ko'D M " w p D, � �� °° 112066 SCALE 5O1 19+50 20+00 20+50 21+00 21+50 SHEET NO. 11 PVI STA:11+11.45 PVI STA:11+95.70 PVI ELEV: 673-17 PVI ELEV: 672.32 K: 2.50 K:12.3z LVC:1o.00 LVC:50.00 LOW PT. STA: 11+11.45 HIGH PT. STA: 11+70.70 LOW PT ELEV: 673.22 HIGH PT ELEV: 672.82 n n n 00 r, 00 PVI STA: 12+90.28 o n 1O r, n N 6 6o^ PVI ELEV: 666.59 + N `O K: 26.69 Ji> �> u ~ U LVC:135.00 680 u m uw w v >w m LOW PT. STA: 13+57.78 PVI STA:14+50.00 PVI STA: i5+5o.00 680 m m w LOW PT ELEV: 665.92 PVI ELEV: 664.99 PVI ELEV: 661.go INTERSECTION OF ANLEE ROAD (STA.11+32) m 00 00 N K: 23.83 K: 4 76 w/ PARK RIDGE DRIVE (STA. 12+gz) � ^ O) LVC: 50.00 LVC: �o.00 INTERSECTION OF AN LEE ROAD (STA. io+oo) + + 'D HIGH PT. STA: 14+25.00 HIGH PT. STA:15+25.00 w/ LEEHAM COURT (STA.11+47) ,N, w H w HIGH PT ELEV: 665.24 HIGH PT ELEV: 66z.67 675 _ _ V > m V O .t O N O N o N O I� O •i O D cv 675 > w INTERSECTION OF ANLEE ROAD (STA. 13+33) w 00% + � + o + w + � 2 °p� / HUMBOLDT STREET (STA. 11+) w03 It A It w H w ^ w VDOT STD. CD-2 U1 > v > u > v > 92A 2.0 u� FILL (TYP.) PROPOSED GRADE (TYP.) m m w w m m w w 670 VDOT STD. CD-1 60 EXISTING GRADE (TYP.) 670 o i PROPOSED STORM INTERSECTION OF ANLEE ROAD (STA. 14+72) SEWER CROSSING w/ MEYERS WAY (STA. io+oo) 39�� 665 PROPOSED SANITARY 3.5' MI . 10 665 SEWER CROSSING 87 PROPOSED TEE w/ 3 PROPOSED 8"x8" TEE (z) - 8" G.V. & (1) - 6" G.V. i°i W/ (3) - 8" G.V. END ROAD - STA. VDOT STD. CD-1 PROPOSED STORM 66o SEWER CROSSING 3.4' 2.3 FILL TYP. 66o 8oA PROPOSED 8" CL. 52 DI WATERLINE PROPOSED SANITARY SEWER CROSSING 655 PROPOSED FIRE HYDRANT PROPOSED 8"x6" REDUCER 76C 655 ASSEMBLY w/ 8"x6" TEEJ PROPOSED 6" CL.z I DI WATERLINE 76A PROPOSED STORMJI PROPOSED 6" go' BEND TO PROPOSED STORM SEWER CROSSING MEYERS WAY WATERLINE SEWER CROSSING 65o 65° _PROPOSEDSTORM SEWER CROSSING PROPOSED SANITARY ./ SEWER CROSSING 645 645 VERTICAL GRAPHIC SCALE IN FEET I inch - 5 ft. HORIZONTAL GRAPHIC SCALE 50 Zoo ( IN FEET ) I inch 50 ft INTERSECTION OF BARKLEY VIEW COUR w/ ARBOLEDA DRIV In n CO Ol ^ w 1 .t n W'o it M ^ M n "D M .t n'1 ^ I N M n N .t nl ^ ko rl n LD O n ci ^ w ry 01 � ko'o N H O Ci n ^ lV m`D ci O lD w m d O u1 � l0 w � H O 00 ko w Ol LD W V1 ca 'o ID t M � m H oo 0) N ci 10 � ID m 0) 00 w ^ 0)06 CO O w 10+00 10+5o 11+00 11+50 12+00 12+50 13+00 13+So 14+00 14+50 15+oo 15+So 16+oo 16+5o ANLEE ROAD PROFILE (DESIGN SPEED=25 MPH) PVI STA: ii+65.00 PVI ELEV: 667.75 K: 53-75 LVC: 215.00 LOW PT. STA: i1+65.00 PROPOSED GRADE (TYP.) LOW PT ELEV: 668.82 0, 0 0, 0 PVI STA: 14+00.00 Di N o PVI ELEV: 672.45 + O + N K: 33.00 u u LVC:255.00 HIGH PT. STA:13+38-49 > m 675 m I > w i>,� HIGH PT ELEV: 670.56 PROPOSED 8"x (2) - 8" G.V. & (i PVI STA: 10+17.50 PVI ELEV: 664.88 K: 2.50 LVC: lo.00 LOW PT. STA: 10+17.50 LOW PT ELEV: 664.Q1 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 AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. PVI STA: 11+51.00 PVI ELEV: 669.o5 K: 14.20 LVC: 30.00 HIGH PT. STA:1i+66.00 HIGH PT FI F\/- rrn x 00 LO 00 ° m PVI STA:1o+80.00 °o a °o m H o rN+ �0 PVI ELEV: 666.13 m W kD LD N K: z6.o3 H w vi u w N vi u LVC: 55.00 w H u ui u > m > w LOW PT. STA: 1o+52.So u m u w 675 m w LOW PT ELEV: 665. 8 m w 675 O 10 BEGIN CUL-DE-SAC -STA. 11+68 00 ri n ROPOSED GRADIE (TYP.) + ko ID w LD ri w LU END ROAD - STA. 1: [POC 670 u m W % 670 -2.00�/a m 1 (STA. 10+00) VDOT STD. CD-1 Nyf% I L T E (STA. 15+z6) - 3.5' IN. 665 2.00% 665 /f EXISTING GRADE (TYP.) ROPOSED BI VDOT STD. CD-2J ROPOSED 4" CL. 53 DI WAI 1.2' 660 PROPOSED 8"x6" REDUCER 660 38C PROPOSED FIRE HYDRANT i" TEE w/ 7 ASSEMBLY w/ 6"x6" TEE I - 6" G.V. PROPOSED STORM SEWER CROSSING 655 PROPOSED 6" CL. 52 DI WATERLINE 655 Vt ,Mj Ol H I� 0) w u1 ID `0 n ID w o 'D00 I ID W LD 0 tD w w LD w 10+00 10+50 11+00 11+50 12+00 12+50 BARKLEY VIEW COURT PROFILE (DESIGN SPEED=25 MPH) PVI STA: 16+67.98 PVI ELEV: 657.10 K: 31.92 LVC:15o.00 LOW PT. STA: 17+42.98 LOW PT ELEV: 656.32 +31 -OW-OFF ASSEMBLY ERLINE 675 INTERSECTION OF ARBOLEDA DRIVE (STA. 9+95) ° rn 0 It u, Co a, w/ PARK RIDGE DRIVE (STA. 20+48) + D + � INTERSECTION OF ARBOLEDA DRIVE (STA. 12+54) " lii '" 6i17 + ~ + Li 670 00� w/ MEYERS WAY (STA. > m PROPOSED AIR -RELEASE VALVE > w ; LL 670 ILL (TYP.) Lu VDOT STD. CD-1 VDOT STD. CD-1 INTERSECTION OF ARBOLEDA DRIVE (STA. 15+26) PROPOSED 8" CL. 52 DI WATERLINE 3.5 MIN. w/ BARKLEY VIEW COURT (STA. 1o+oo) VDO T STD. CD-2 665 11 665 4 9 3:3' 1.3' PROPOSED 8"x8"TEE SN36 w/ (3) - 8" G.V. PROPOSED FIRE HYDRANT 43' ' 4i9 ASSEMBLY w/ 8"x6" TEE VDOT STD. CD-1 2 8 52A 3 G6o PROPOSED 8"x6" TEE w/ 660 (2) - 8" G.V. & (1) - 6" G.V. 3.5' TIE -INTO EXISTING ARBOLEDA VDOT STD. CD-1 53 PROPOSED STORM5 DRIVE PAVEMENT- STA.18+29 SEWER CROSSING PROPOSED STORM PROPOSED STORM Sop EXISTING SEWER CROSSING 655 SEWER CROSSING PROPOSED STORM PROPOSED 8"x6" TEE w/ FL (YP.) 1'O ROAD GRADE % 655 SEWER CROSSING (2) - 8" G.V. & (1) - 6" G.V. PROPOSED SANITARY STORM GRADE (TYP.) PROPOSED ---EXISTING SEWER CROSSING SEWER CROSSING PROPOSED 8" CL. 52 DI WATERLINE 1.1' 65o PROPOSED FIRE HYDRANT 34A - ASSEMBLY w/ 8"x6" TEE TIE -INTO EXISTING PROPOSED STORM 8" DI WATERLINE SEWER CROSSING EXISTING 8" DI WATERLINEJ 645 645 O V1 O O V1 0 1. ci ry O It a0 O It m . 0) �• O M M O It L O 0) 0. n io O O 10 I. V1 00 1. O O N M 10 �t l0 0 lD L!1 ry 0. ' n M N ry V1 H ^ 6 00 00 Op 00 C6 00 O1 O 6 O 6 O 01 00 I� 00Lin 6 M rvl 00 cl CO Lin ^ 1p w Vt NLD ID 9+50 10+00 10+50 11+00 11+50 12+00 12+So 13+00 13+50 14+00 14+So 15+00 15+SO ARBOLEDA DRIVE PROFILE (DESIGN SPEED=25 MPH) 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 9 SCOTT /R. C&LLINS Lie. No. 035791 0�0 12/14/22 4�' �SSIONAL 016l O on m i ,,ww � M 0 ` V/ Z N i I O w 3 g F�1 0 CL ` V) w w 1--1 ,- u') Lf) k w � a z > z z c W ""i C i z � w Lu i O z - a 3 i a w i z0 �u') D U) i Ln i Ln CD C N CD CD CD 0 z z ti M CIO N 0 I WN a CD N z WN a a J zw w Lu J J _ J � LL U O L w H 12- �1 w z0z '..0 I J V w F-- uLu V) ~ j lJ_ o) U = a zw�0 CE O J � '� J ~ w 0¢ O V O uN z o J w W (D u JOB NO. 112066 SCALE 1" = 5o. SHEET NO. 12 0• • PVI STA:11+1z.00 PVI ELEV: 674.10 K: -40.11 LVC: igo.00 INTERSECTION OF LEEHAM COURT (STA. 14+99) LOW P . STA:11+46.78 w/ LEEHAM STREET (STA.11+3z) LOW P F ELEV: 675.40 68 5 n O00 o k EXISTING GRADE (TYP. 68 5 �w V > w > m w m 680 BEGIN ROAD - STA. 1o+10 INTERSECTION OF LEEHAM COURT (STA. 11+47) 680 w/ANLEE ROAD (STA. io+oo) J - a.00% -43 % \ / PROPOSED SANITARY 675 SEWERCROSSING_A 675 VDOT STD. CD-z VV PROPOSED GRADE (TYP.) PROPOSED 6" DI WATERLINE CROSSING 670 A 670 93 PROPOSED STORM SEWER CROSSING 665 665 a N 0) O F O I N 00 0 00 O 00 a 00 O . 00 00 0 D n V7 to n W 00 n ko O 00 w � N � co � M 00 ID a 00 00 r ko a 0) 00 0 10 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 LEEHAM COURT PROFILE (DESIGN SPEED=15 MPH) INTER! 14+00 14+50 15+00 HIGH PT STA:1o+6o.79 680 HIGH PT ELEV: 665-44 PVI STA: 11+20.03 PVI STA:10+60.7g PVI ELEV: 665.g2 VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. PVI STA: 10+21.00 PVI ELEV: 678.49 K: 2.50 LVC, io.00 LOW PT. STA: 10+21.00 695 LOW PT ELEV .54 �w V 690 > m INTERSE 685 INTERSECTION OF LEEHAM STREET (STA. io+oo) w/ PARK RIDGE DRIVE (STA. 16+33) zoo PVI STA: 11+20.00 PVI ELEV:680.47 K: z6.41 LVC, i28.00 LOW PT. STA: 1o+56.00 LOW PT ELEV: 67q.1q bw _ m VDOT STD. CC 71 PROPOSED GRADE (TYP DF LEEHAM STREET (STA.11+3z) w/ LEEHAM COURT (STA.14+99)� PROPOSED 8" 22.5° BE 675 PROPOSED 811 11 TEE w/ G.V. 64 PROPOSED 670 SEWER CR d) N dwo 10+00 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 z1A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. PVI STA:13+50.00 PVI STA:1z+50.00 PVI ELEV:692.z1 PVI ELEV: 689.38 K: 85.40 K:18.67 LVC: 75.00 LVC: 75.00 HIGH PT. STA: 13+87.50 HIGH PT. STA:1z+87.50 HIGH PT ELEV: 69z.94 HIGH PT ELEV: 690.44 0 o a O a °, � °, � N N m 000 m N + + 00 w " O W •i Ln W '"� V1 L j V k V i m V1 1L W V aT W CO U m > W m + �o m w Z$Lj % w RE ROAD G CONSTRUCTION - STA.1z+43 695 • • • SCOTT /R. Cl4LLINS Lie. No. 035791 °r 12/14/22c�Q �S'SIONAL E�G� z 0 F- a 0 0 w Z z � k O m CO i M 1n N V/ U)i z ZU in N W � O Z Z g g I-1 o a w F`7� W �' 1n z z j W w LL Z LL g Z g LU J N a Z J lL Z LL 685 I I�lo 0 0 N -ING GRADE (TYP.) 1 z' / PROPOSED TYPE ABLOW-OFF ASSEMBLY . MI 68A 680 ZP PROPOSED STORM SEWER CROSSING DOT STD. CD-2 PROPOSED 8"22.5° BEND ND PROPOSED FIRE HYDRANT 675 1.1' A5SEMBLYw/8"x6"TEE - PROPOSED 8" 45° BEND A STORM ROPOSED 8" CL. 52 DI WATERLINE OSSING 670 m o m O o o N 0) o N o 00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 LEEHAM STREET PROFILE (DESIGN SPEED=25 MPH) HIGH PT STA: 14+o8.8o HIGH PT ELEV: 668.72 PVI STA:14+26.47 PVI ELEV:668.gq ME PVI ELEV:6 5.04 :331 K:1734 PVI STA: 16+66.38 K:13.3 LVC, io.00 LVC:70.00 VI STA:15+z8. o PVI I ELEV: 667.29 LVC:40. o LOW PT. STA: 11+z1. z a PVI ELEV: 665. o K: io.00 LO PT ELEV:66 5� 5 1p o, K: z6.o1 VC:1o.o0 675 0) o o a m o L o 0 o m XISTINGGRADE(TYP.) H 00 +'D LVC:105.00 LOW T. STA:16+61. 3 675 N m m � ^'� .. a .. STA: LOW T ELEV: 66 .z O v O v •i lD r, N l0. N w > m > W LOW 25 PT ELEV: 66G.3o . 49 N 0m m w w 0° "� °n °n °n m > > > U> PROPOSED GRADE (TYP.) a + m w m >w w ' w w IECTION OF HUMBOLDT STREET (STA. 11+03) L\ N w w > 0 > 670 w/ ANLEE ROAD (STA. 13+33) m w > m > w L INTERSECTION OF m _ w w/ HASTINGS COUF _ EGIN ROAD - STA.1o+oo .00% \ 1.00% 665 z.00% -3' 4v0 z.00 ° 665 5' MI VDOT STD. CD-z FILL 2.0006 ( p,) VDOT STD. CD-2 00/0 5o T412�PROPOSED VDOT STD. CD-1 CL PROPOSED 8"x6" TEE w/ =4- 6" go° BEND TO660 660 (z) - 8" G.V. & (1) - 6" G.V.FIRE HYDRANT ASSEMBLY 8zC 23 PROPOSED 6" CL. 52 DI WATERLINE 44E PROPOSED SANITARY PROPOSED STORM PROPOSED STORM PROPOSED STORM 655 SEWER CROSSING SEWER CROSSING SEWER CROSSING SEWER CROSSING 655 N O lD O CO to ri N to N N 00 N N N 1� N M N N 0) n N Ol N O N n m ri N 00 N O n (n N lD N rl Vl m w � 00 w 6 0) w 6 0) W 6 O n' ^ O n 0) w 00 ci n 00 O n OV 00 w tD co w tD � 6 M V) w w l0 w w ID w w t0 10 \D W 'o 'D w � lD w w 1 10 'Z w ID 'D tD W u) tD W "0 10 W 'D w ID t0 ID 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo HUMBOLDT STREET PROFILE (DESIGN SPEED=25 MPH) 16+5o 17+00 iUMBOLDT STREET (STA. 16+81) 'T (STA. 11+26) L9 z Z ti w M CV 0 ry 4 z N Q O N z w Q � w Lu Lu J J lllllff-�5 LL W CL L9 � ~ W O H� 7 J L V 1 J U =Lu H Y ul ~ J o� D Ij 0 Q O WLLJ O O LL W Q 0 rQ O O V o m N z Lu o (J'^J w 0 V u) JOB NO. 112066 SCALE 111 _ 501 SHEET NO. 13 EX-MH-FOOTHILL-9-4 STA:6+29.23 RIM.6g3.88 670.00 INV IN: 66o.6S TO EX-MH-Foothill-g-S INV IN: 66o.65 TO MH-45 INV OUT: 66o.4o TO MH-3oA MH-3oB STA:S+48.97 R I M:667.43 INV IN: 6T0 hH-31 INV IN: 659.95 TO EXMoMl-o9-4 INV OUT: 659.75 TO MH-3oA 675 EX-M H-FOOTHILL-9-5 STA:7+20.87 RIM:67o.1S INV IN: 661.88 TO EX-MH-Foothill-9-6 INV OUT: 661.71TO EX-MH-Foothill-9-4 EX-M H-FOOTHILL-9-6 STA:8+27.71 RIM:669.i8 INV IN: 662.83TO EX-MH-Foothill-9-7 INV OUT: 662.75 TO EX-MH-Foothill-9-5 EX-MH-GLNBRK-6-1 STA:11+28.46 RIM:671.73 INV IN: 665.94 TO MH-24 INV OUT: 665.74TO EX-MH-Foothill-9-7 M H-24 STA:12+30.07 RIM:67z.00 INV OUT: 667.00 TO EX-MH-Glnbrk-6-i 675 MH-3oA _ _ l EX-MH-FOOTHILL-9-7 STA:4+94.27 MODIFIED RIM STA:8+8i.98 RIM:666.25 /i ELEVATION RIM:668.36 INV IN: 659-45TO MH-3oB / INV IN: 663.57TO EX-MH-Glnbrk-6-1 - 670 INV OUT: 659.z5 TO MH-3o-30 / INV OUT: 663.35 TO - EX-MH-Foothill-9-6- 670 MH STA:2+35.8o RIM:655.50 - - i - / 8" SDR-26 PVC INV IN: 648.53 TO MH-3oA INV OUT: 648.33 TO EX-MH-Foothill-9-2 PROPOSED GRADE (TYP.) WATERLINE PROPOSED 8" CROSSING DI i 8" SDR-26 PVC 97.61 LF 665 �4z.48 LF 0/0 0•89% --------- --i ---- 66 5 ' 8" SDR-26 PVC 1 L _____ u EX-MH-FOOTHILL- z 9- / i i i i z' 3'� __ -- - _--__ --- _ ------ 3 z.o6 PROPOSED PROPOSED 6" DI / 8" SDR z6PVC 1oz.84 LF 0,85% -- __� r--- ____- ____lr -- -_------- TIE-IN TO EXISTING SANITARY RIM:Fx,33g6553 WATERLINE CROSSING / / 8"SDR-26PVC 8764LF_@_1_21/0 o + r1_ -_------ --_____ -- �__- ----zJ SEWER MANHOLE INV IN: 644.74 TO EX-MH-Foothill-9-3 /' 6.26 LF Qa o.59°�--- ---- --- _ --- o.T 660 INV IN: 644.74 TO MH-30 EXISTING GRADE (TYP.) 7 --- ------ 80 2DRF 6 PVC 660 INV OUT: 644-47 TO EX-MI-Foothill-9-1 50.27 3 i 8" SDR-26 PVC 52C MODIFIED RIM ELEVATION 0.7 50.7o LF Qa 0.59% 655 J PROPOSED STORM 655 - - - PROPOSED STORM 45 SEWER CROSSING SEWER CROSSING EX-MH-FOOTHILL-9-1 3.5' MIN. STA:o+oo.00 16 5O Lk.,xy/o RIM:644.63 LF 650 INV IN: 639.27TO EX-MH-Foothill-9-2 / y56'L`3 EX-MH-FOOTHILL-9-3 T01 65o / / 30A BE REMOVED AND REPLACED ' PROPOSED STORM / SEWER CROSSING 1.1' ---_ _ -- / PVC ----------- --- ----------- 645 // 8„soF�36o°� --- --------- 645 5v 4 ° ,- ,-'" $ �'" EXISTING 8" SANITARY SEWER TO 06LF "' BE REMOVED AND REPLACED 640 " 640 ,,""',""' LJ 635 635 N 0) 00 Co CoO H lD00 00O OO OH 0) O O O O O O O O O tO 0) O N 00 V n) 6) I O C C r O r O r C w 0+00 0+50 1+00 1+50 75 67 MH-31 M H-3oB STA:2+36.26 STA:o+oo. oo R I M:668. z6 RIM:667.43 EXISTING GRADE (TYP.) INV OUT: 662.5o TC 670 INV IN: 659.95TO MH-31 670 INV IN: 659.95TO EX-MH-Foothill-9-4 / INV OUT: 659.75TO MH-3oA 665 ir-z' PROPOSED GRADE (TYP.) 4.2 665 / 8" SDR-26 PVC 66o 1.0' °� 232.26 LF C 66o 44E 7 PROPOSED STORM SEWER CROSSING 655 655 10 00 io 00 m w 00 O Co m kD ID ip^ 0+00 0+50 1+00 1+50 2+00 2+50 MH-31- MH-3oB PROFILE 2+00 2+So 3+00 3+50 4+00 4+So S+oo S+So 6+oo 6+5o 7+00 7+So MH-24 - EX-MH-Foothill-g-1 PROFILE 0 :c 0 0 LL x Lu MH-3oB 0 N N O l0 0)Ll?H M � 0 N m m PROPOSED GRADE (TYP.) _ > 66o Z 66o O 00 0 x ~ ~ O H O 0 0 Oos��o 655 0 W > > z 655 LuLnw w -- --� -- 3.5'MIN. 65o 65o li 185'y2 EXISTING GRADE (TYP.) 645 645 a to N ry N ID o w w 0+00 0+50 1+00 1+50 2+00 MH-32 - EX-MH-Foothill-lo-1 PROFILE 8+oo 8+5o 9+00 9+So 10+00 10+S0 11+00 11+So 12+00 12+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 IN FEET ) I inch - 5 ft. Sa HORIZONTAL GRAPHIC SCALE 200 IN FEET ) I inch = 50 If. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. MH-z9 71Z STA:4+5438 67 - MH-27 MH-28 INV OUT: 664.83TO RIM:671.33 MH-z8 - STA: z+59.85 STA:3+61.44 RIM-66533 RIM:668.83 INV IN: 657-53 TO MH-28 INV IN: 662.53 TO MH-29 IN OUT: 65733 TO MH-26A 67° INV OUT: 66z.33 TO MH-z7 670 MH-z PROPOSED STA:1+79.27 RIM:66o.o8 INV IN: 652.2oTO MH-27 GRADE (TYP.)� INV OUT: 652.00 TO MH-26 665 MH-26 _ 665 STA:0+97.76 / RIM:65733 / INV IN: 650.7o OC. ' ^ INV OUT: 50.5o TOEX-MH zz /' EXISTING1 GRADE 8" 5D F 2.500 EX-MH-22G / (TYP.) 88.9 66o STA:o+oo.00 / yo/o 66o EX. RIM:656.85 / y6PJ INV IN: 649.78 TO MH-26 / 0 50 49 EX. INV OUT=649 58 9 655 I { - - �c 655 1 1 PROPOSED YARD 'l'b 61 DRAIN CROSSING 5� F�6� $ 65o a„ SDR-26?\JC 65o y,7826 PVC 77,51 LF @ 1' Qa 0.77°� TO EXISTING SANITARY 645 SEWER MANHOLE 645 a 00) . m ^ 0) a a 0 N . ^ N 0+00 o+So 1+00 1+So 2+00 2+So 3+00 3+50 4+00 4+So MH-29 - EX-MH-22 PROFILE SCOTT /R. OKLINS Lic, No. 035791 , 1.6 12/14/22�4 1111111�11SIONAL EvGl a o () U J Z w w z k z O a o z w a rw vl VI w z U w z Z Lu 0 Oin z z s r z g ¢ o a m o rw Lu a = z O Y/ u > Ln (n ^ w z z mco Lu Ln > W ce m � Lu CD r4 CD r C N CDO CDO L9 zLuM C'7 N 0 ry z LL M LJ,J W N Q O N Z WN > CL ZLLi w - _I ~ L u Cl) LL L9Lu O . z_j LW^, w V > 2 w W Q � _ Y J Q Lu z ul Cl) Q I W ~ Ln ' 0 J � '� I-- Jw Q 0< O CD uo m N z w Lu w (�I� w `J u JOB NO. 112066 SCALE III = 501 SHEET NO. 14 AM* MODIFIED RIM ELEVATI, 670 EX-MH-FOOTHILL-9-4 STA:o+oo.00 RIM.673.88 670.00 INV IN: 66o.65 TO EX-MH-21F INV IN: 66o.65TO MH-45 INV OUT: 66o.4o TO EX-MH-1gF 68o f-EXISTING GRADE (TYP.) MH 45 STA:0+75.82 RIM:674.25 INV OUT: 665.00 TO EX-MH-Foothill-9-4 LPROPOSED GRADE (TYP.) 670 PROPOSED 8" DI 57 WATERLINE CROSSING 5.3' PROPOSED YARD DRAIN CROSSING 665 3 TIE-IN TO EXISTING SANITARY SEWER MANHOLE I ' 660 / O�(OP0 o a ro^ io �p 0+00 0+5o 1+00 3:�•7 MH-45 - EX-MH-Foothill-9-4 PROFILE MH 35 STA:4+52.66 RIM:665.83 INV IN: 657.7oTO MH-36 INV IN: 657.7oTO MH-38 INV OUT: 657.5o TO MH-34 670 665 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 :9 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE i WATERLINE IN FEET ) 1 inch = 50 ft- MH-38 STA:o+98-57 R I M:666.4z INV IN: 659.37TO MH-39 INV OUT: 659.17 TO MH-35 EXISTING GRADE (TYP.; )POSED GRADE (TYP 8" SDR-26 PVC 178.65 LFF_0.9� 20 8" SDR-26 PVC J PROPOSED STORM 655 94 57 LF C 1 55°� SEWER CROSSING ci 1p . M O. 00 .1- M Ol 00 l0 l0 'oo lip O lD w l0 w w ID w 10 w a+oo 0+50 M H +3 9- M H 52+50 3 5 PROFILE 675 MH-36 STA:6+8i.03 RIM:673.50 INV IN: 662.53TO MH-40 INV IN: 662.53 TO MH-37 INV OUT: 662.33 TO MH-35 MH-37 STA:7+29.i6 RIM:673.00 INV OUT: 666.00 TO MH-36 MH-35 STA:4+52.66 R I M:665.83 INV IN: 657.7oTO MH-36 _ 1 - 670 PROPOSED GRADE (TYP. INV IN: 657.7oTO MH-38 670 INV OUT: 657-So TO MH 34 ' PROPOSED 8" DI - WATERLINE CROSSING PROPOSED STORM 665 EX-MH-FOOTHILL-10-1 MH 34 SEWER CROSSING 8 7 665 STA:o+oo.00 STA:1+91.79 RIM:6 8 55 3 RIM-652.45 INV IN: 646.5o TO MH-33 INV IN: 648.20 TO MH-35 INV OUT: 648.00 TO MH-33 r PROPOSED STORM PVo6o7o 1. ' 7 8"SDR-z6 LF PVC INV IN: 646.5o TO MH-32 EX. INV OUT: 646.30 SEWER CROSSING 8„ 5DR-a6 44.13 Qa 7.86% 660 12437 66o MH ST-33 6 53' 9 / PROPOSED STORM 8oA RIM:654.00 � SEWER CROSSING INV IN: 647.2oTO MH-34 / 1.0' 655 INV OUT: 647.00 TO EX-MH-Foothill-lo-i NC 655 XISTING GRADE (TYP.) 12.3 65o I I 134.10 8" SDR-26 PVC LF Qa o.6o% 650 8"SDR-26 PVC 49.69 LF Qa i.o1% �i i 645 TIE-IN TO EXISTING SANITARY SEWER MANHOLE 645 a m M a M o 00 a a M 0 o `o a) N o o o�m r, N n Ol O O N NU1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+5o 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 675 MH-39 STA:2+81.21 R I M:668. o8 INV OUT: 661.o8 TO MH-38 670 665 695 MH-37 - EX-MH-Foothill-Zo-1 PROFILE 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. MH-43 STA:4+17.84 RIM-680.83 690 MH-40 INV IN: 675.03TO MH-44 STA:0+45.o8 MH INV OUT: 674.83 TO MH-42 MH-36 STA:o+oo.00 RIM:673.50 INV IN: 662.53TO MH-40 INV IN: 662.53 TO MH-37 INV OUT: 66z.33 TO MH 35 675 670 PROPOSED STO 655 SEWER CROSSI 665 3+00 660 aII.A] RIM:673 33 42 STA:2+7z.gz INV IN: 666.53 TO MH-41 INV OUT: 666.33 TO MH-36 RIM:677.92 INV IN: 672.12 TO MH-43 INV OUT: 671.92 TO MH-41 MH-41 STA:1+27.09 RIM:675.o8 -' INV IN: 669.28TO MH-4z INV OUT: 669.o8 TO MH-4o XISTING GRADE (TYP.) i / k'e OFi-tip 5?3 180 p F2�3a/% 8" SDR-26 PVC 41.o8 LF Qa 9.25% I r I� 0+50 1+00 OPOSED GRADE (TYP 8„ SpR- 6?\'C 860/0 141.83 LF�+� g SOR-26 14o.9a LF�� rl�N N o tz� OF co 00 w w � LO W 'D �D 1+50 z+oo z+5o 3+00 3+50 MH-44 - MH-36 PROFILE O . 0 CO S M S CO oo � D �D MH-44 STA:5+32.97 RIM:688.00 INV OUT: 681.00 TO MH-43 690 4+00 4+50 5+00 5+50 675 670 SCOTT /R. C66LLINS Lie. No. 035791 , '0,p0� 12/14/22�� '%�SSIONAL vG 1 F z w K o 0 0 LL o z z z m z z F 0 3 o a 0 # r r Q Q .zr W 3 z k z o 0 � 2 w a m M w uI U F-i z Z z Z(U N U) O O Oz LU z w oI`_ r z 3 g ¢ 1n 3 H O W a¢ a. Z o, a ? 0 Y j U)U) n U W J J IlJ ti z z m F co4 LJ.I u- u U ¢ D U)cz' `0 LL U N M N c U U g o a z a F g o N F J N Z J r ¢ z - {y O U i N N N N N w cr O Q O Cl a O N N O O V ID 00 \i N O O O .••� .•y -O N � o c zN zc1r)W M 0 - � o N 0 � z 3 M W o n i Q WN Q O N z WN Q 3 Q J " /^� a > Z W W o 111 J J_ ~ J a > 7 O 0 W �I `o H� m J `- W w U) U W w U = u Y ul ~ J ~ 0 � � z z Q z � /'� 0 V / Z W p z w� O z LL o J J Q a W�/ O 0 ® x n/ �n LJ� Q O UQ CN N z u W Lu J W o w (D 0 JOB NO. o 0 112066 SCALE 0 111= 50' _o SHEET NO. �- �5 s STR:3oB VDOT STD. MH o TP=66733 PROPOSED GRADE (TYP.)-,STR:38 VDOT STD. DI-3C (L=6') EXISTING GRADE (TYP.) INV IN: 649.oz TO 3z TP=665.67 INV I N: 659.0o TO 36 EXISTING GRADE (TYP.) INV IN 6 68 TO 86 EXISTING GRADE (TYP.) 59 3 PROPOSED GRADE TYP m INV IN 66 TO RF STR:36 VDOT STD. DI-313 (L=io') INV OUT: 659.58 TO 36 670 670 STR:70 VDOT S TP=668.08 STR:38B VDOT STD. DI-3B (L=1z') INV IN: 65935 TO 38 TP=666.92 STR:72B VDOT S INV OUT: 659.25 TO 30B INV IN: 66o.02 TO 38D STR:3oB VDOT STD. MH INV OUT: 659.92 TO 38 INV I TP=667.33 STR:38D VDOT STD. DI-313 (L=14') INV IN INV IN: 649.02 TO 32 TP=666.92 INV OU INV IN: 659.00 TO 36 INV OUT: 66o.25 TO 38B INV IN: 66333 TO RF-1 INV OUT: 648.92TO 30 II' i � � _ _ - - � PROPO 665 665 PROPOSED 8" DI PROPOS11 ED 6" DI WATERLINE CROSSING z 6' 1.0' WATERLINE CROSSING 660 66o 15" RCP 32.69 LF Qa 0.70% r35CP 655 41.07 LF Qa o.58% 655 15" RCP 41.02 LF @a o.56% 15" RCP 1 LF t7a o °/ DI-3C (L=6') INV IN INV IN 72B INV OUT DI PR OSSING WATERLI 650 4s s ss ° 650 o+oo 0+50 STR-72F- STR-72B PROFILE TD. DI-3C (L=6') STR:72F VDOT STD. TP=663.00 TP=663.o8 N: 6523S TO74 INV OUT: 656.33 TO :6S6.00T07zF T: 652.z5 TO 66 7z 5 SED GRADE (TYP.) 66o 66o PROPOSED 6" WATERLINE CR 655 655 15" RCP 32.69 LF Qa 1.o1% 65o 650 m `n 0 D rim mLID ( Q o OPOSED NE TD. DI-3C (L=6') o � O TP=662.83 Ln r0 0 655.83 TO 7oB 0 °o ,o : 65o.io TO 7oD 0 m o CO 65o.00 TO 4oB m N 0 0 .. O 665 a ° 665 66o 66o 6" DI CROSSING 1.1' 655 655 L15" RCP 32.68 LF @a 2.o5% 65o 65o 645 645 o 00 N �10 10 60 ] : 333 1 INV OUT: 648.92 TO 30 60 ] VDOT STD. DI-36 (L=1z') �STR:3z PROPOSED GRADE (TYP.) TP=664.00 INV IN:649.52TO34 UR 665 INV OUT: 649.42 TO 3oB 665 z / STR:34 VDOT STD. DI-36 (L=io') STR:34B VDOT STD. DI-3B (L=id) Z STR:3o EXISTING VDOT STD. DI-3B TP=65733 TP=657.25 TP=654-50 INV IN: 65o35 TO 346 INV IN: 652.5o TO YD-6 z w INVIN:648.z5T03oB INV OUT: 6 o.z TO z 5 5 3 INV OUT: 6 o. 8 TO 5 5 34 Ln 0 N Z 660 INV OUT:646.00T0 / , 66o w a 0 / 0 V z O u C7 z w PROPOSED 6" DI z ° o 655 / WATERLINE CROSSING (TYP) 655 Z g Q PROPOSED 8" DI O F EXISTING GRADE (TYP. / WATERLINE CROSSING J J z W w 3 2.8 1.1' z a Q 0 Z v 650 / 650 O m Ln m w LL w g a o x ,�//�� v/ F Ln 0 Z w z g PROPOSED VDOT STD. ES-i / 1 11 RCP 15 RCP o 146.79 LF �a o.50% CP Z w `� Ln 0 Lu o W/ RIPRAP OUTFALL // 1.1 18' RCP o 62.95 LF Lla 0.64% ° 33 oR LF Qa o.70% O z g z g 0 a ,. W 3 / 118.08 LF Qa 0.57 N O 0 0 0 Q 0 D- D 645 / 645 Vi o J PROPOSED 8" SANITARY N � a a � ' ALP 6oro y �,5 SEWER CROSSING > z z 00 F m o W LL LnZL 16�F� �2 C7 Ln 640 INV.OUTI64z.25 640 M O o Z g 0 z 0 645 1 645 oN �o a o .00 o w 0+00 0+50 00 N � S O �n ' tD vi m �.n vi .~. w p to to l0 � l0 LD � 'D 10 lD tD t0 tD t0 1 <D � Ln l0 10 LD J ti C 6 STR-7oB PROFILE Z tip lD � l0 lD 5 -STR-7o LL z c 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 U 7 0+00 0+ 0 5 1+00 1+ 0 5 STR-3oB - SWM PROFILE w N N N N N N N N N N U STR- 3 8 D -STR- 3 o B PROFILE EXISTING GRADE (TYP.) STR:64 VDOT STD. DI-3B (L=4') 685 TP-6 STR:S2 VDOT STD. DI-3B (L=6') PROPOSED GRADE (TYP.) H v o o 0 or1i 0 rn 0 u o = 79.So INV IN: 672.43 TO 64B STR:64B VDOT STD. DI-313 (L=8') NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH INV IN: 673.67TO 66 TP=679.67 OF 4' OR GREATER SHALL HAVE STEPS IN STR:82 VDOT STD. DI-313 (L=8') TP=666.i7 INV IN: 655-43 TO 84 STR:8o VDOT STD. DI-313 (L=4') TP=665.92 STR:8oB VDOT STD. DI-3C (L=8') INV IN: 655.ioTO82 TP=662.92 INV IN: 657 83 TO 8oB INV IN: 658 6o TO 8oD INV OUT: 672.33 TO 62 680 INV OUT: 673.00 TO 64 680 ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE ALL DRAINAGE STRUCTURES WITH A DEPTH INVIN:656.67T08zB 670 INVOUT:6 INV IN: 661.5o TO RF-i7 7 55.00 TO 78 INV OUT: 658.5o TO 8o OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN 675 INV OUT: 65533 TO 8o 675 STR:82B VDOT STD. DI-3B (L=6') STR:82D VDOT STD. DI-36 (L=6') TP=667.42 TP=667.42 INV IN: 657.6o TO 82D INV IN: 663.00 TO ROOF-zo INV IN: 663.00 TO RF-18 INV OUT: 6S7.75 TO 8zB 670 INV OUT: 657.5o TO 82 670 -- EXISTING ----- GRADE (TYP.) WATE 665 665 PROPOSED GRADE (TYP.) PROPOSED 6" DI PROPOSED SANITARY SEWER WATERLINE CROSSING SERVICE LATERAL CROSSINGS r/ PROPOSED 8" PVC SANITARY SEWER CROSSING 66o 4.1 66o 15" RCP 15" RCP 0 XISTING GRADE (TYP.) STR:8oD VDOT S TP=663.50 PROPOSED GRADE (TYP.) INV IN: 658.85 T 665 INV IN: 659.83 T _ INV OUT: 658.75 PROPOSED 8" DI RLINE CROSSING 15" RCP 660 118.69 LF @a o.56% 660 z.z' mr 15" RCP 1.0' 26.02 LF @a 0.58% 655 PROPOSED 8" PVC 655 SANITARY SEWER CROSSING O m V m m N °D m N � ri � QD to � � TP=669.33 INV IN: 662.17 TO 52B STR:52B VDOT STD. DI-3B (L=6') E INV IN: 658.77TO52D TP=669.33 INV OUT: 658.67 TO 5oB7 INV OUT: 662.5o TO 52 ACCORDANCE WITH STANDARD SL-1AS FOUND IN EXIS TD. DI-36 (L=8') PROPOSED 8" DI THE 2oo8 ROAD AND BRIDGE STANDARDS. VERTICAL GRAPHIC SCALE PROPOSED GRADE (TYP. WATERLINE CROSSING O YD-10 5 o ze s 10 20 O RF-16 675 675 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE PR TO 8oB 1.o SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.dIIIIIII WATERLIN SEE DETAIL ON SHEET 17 FOR HOPE PIPE BEDDING INFORMATION. IN FEET ) 1 inch. = 5 ft. 15" RCP 670 z8.61 LF @ 1.99% 670 m� 00 '" m 50 HORIZONTAL GRAPHIC SCALE °a ( IN FEET ) 1 inch 50 ft. O+00 0+50 STR:50 VDOT STD. DI-3C (L=8') STR-6 B - STR-6 PROFILE TP=668.92 TING GRADE (TYP. FILL (TYP.) 665 665 OPOSED 8" DI 1.z' E CROSSING 66o 66o 15" RCP 32.68 LF Qa i.00% 655 655 o N m � v z _> W ° C7 c M > o 0 �y z LL � 3 M W 0 o D i a WN Q > O N z WN Q Q J > LL o Z 0 W W o s J cn 4 4 STR:44 VDOT STD. DI-3B (L=6') INV IN: 658.02 TO SoB J �-^-� TP=665-75 INV IN: 66433 TO YD-7 0+00 0+50 ' 0 INV IN:657-So TO446 INV OUT:657.9zT048 > vJ J D INVIN 6 1oT0 6 U c 655 118.48LFQa o.70% z7.66LFQa o_54/o STR:4zVDOTSTE.MH 54 4 STR- 2B -STR- 2 PROFILE w INV IN: 661.5o TO RF-5 o STR:SzD VDOT STD. MH 5 5 0 o+oo o+So 1+00 i+So TP=66 8 d d d 4 5 INV OUT: 654.00 TO 4z TP=670.33 ~ INV IN: 653 85 TO 44 00 u °D STR: B VDOT STD. DI- C L=io' L9 m r+ o INV IN: 659.27 TO S4 54 3 ( ) cc STR-8oD -STR-8o PROFILE INV OUT:65375T04o p ° � o �o - m 0 �^ INV IN: 66 oT0 6 TP=667.58 c o "O p N LL p �� INV OUT: 6 5 1 TO z INV IN: 662.00TO54D O 6 F O O 59 7 5 PROPOSED GRADE (TYP.) LLJ c m 75 m ,n F- °, O O Ln _� �O INV OUT: 660.67 TO 54 ^ W a 0 �1p r � TF F N ~ N {;� Q V J � 0 a0 mn v^ O p ^°� m„� °v °� STR:54 VDOTSTD. DI-3C (L-1o') STR:54D VDOT STD. DI-7 > o m PROPOSED GRADE (TYP.) m F- O w o .. 0 > m � kD N rn .. 0 TP=667.58 3 5 5 STR:44D VDOT STD. DI-3C (L=8') x > w H N 00 aw > F TP=666.8 o+oo o+ 0 1+00 1+ 0 0 m 0 z oo n z Z INV OUT: 66z. o TO B U 2 W m N TP=666.42 N o m ID lD F- �D STR-82D -STR-82 PROFILE 0 00 ii STR:44BVDOTSTD.MH INV IN:658.77TO44F 0 a F- F m D O � °ZZ� O__O INVIN:66o.43T054B 5 54 �� F 00 O Ln Fa» �D__O a»>CL p 00 TP=667.o8 INV IN: 662.5o TO RF-6 670 in F- F- 0 �,iO in F- z z fE 'a' > > > v~i z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y o F 000 0 INV IN: 6 8.0z TO D INV OUT: 6 8.6 TO B ~ °o o e3 > W D n z z z CC F 0 5 44 5 7 44 O 0 G > F o 0 0 INV OUT: 6 2 TO 0° It O17. z O \ LLJ v �/ E 670 O v v f 57 9 44 670 > �D F- F a > > - - - - - - J > ^^ LnD z z 0 n F z z PROPOSED 8" DI PROPOSED 8" DI o > t m Z STR: F VDOT STD. DI- C L=8' D-- O J O STR:56 VDOT STD. DI-36 (L=8') PROPOSED GRADE (TYP.) .. x 44 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) WATERLINE CROSSING TP=67z.5o ? m z Z Z 0 , _TP=666.4z ~„ - z z z_ INV IN: 66 TO 8 STR: 6B VDOT STD. DI- B L=16' a > > > > INV IN: 662.00 TO YD-8 665 i--i 535 5 5 3 ( ) Ln zzzz w PROPOSED 8" DI INV OUT: 658.gz TO 44D EXISTING 8" PVC SANITARY 5 � � w INV IN: 66535 To 56B TP=67z.5o PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING Z z CD INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 665 ILL 665 WATERLINE CROSSING 43 uJ w PROPOSED 8" PVC 1 L �i 8' 3.6' O �� 4� 1.0' (TYP.) SANITARY SEWER CROSSING TYP.) PROPOSED 8" SANITARY W z PROPOSED SANITARY SEWER PROPOSED 6" DI ( 0.7' SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING S\ ER CROSSING 660 J 670 670 660 2.4 ' 1.0' 660 3 5'- z4 RCP o 20.53 LF Qa z.43% 1_ Q > 15" RCP I- o EXISTING GRADE (TYP.) PROPOSED 8" DI - 0. 6 LF Qa 0.53% 118" RCP I o 7' 24' RCP 197.83 LF dal 0.54 0 WATERLINE CROSSING 75'7 o Lj o 15" RCP 655 30" RCP t3o' RCP 3g.66 LF Qa o.60% 15" RCP o % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 0 ° 18" RCP ° 118.77 LF Qa o.55% 27.81 LF Lal 54 30 RCP O o 665 665 655 76.58 LF Qa 0.55/° 655 PROPOSED VDOT STD. ES-1 64-49 LF Qa o.50% 3o" RCP O 0 W/ RIPRAP OUTFALL " 3o" RCP o 32.68 LF Qa 0.70% ( O 0 15" RCP EXISTING GRADE (TYP.) 44-4o LF Ala 0.52/o O C� s 39Jo LF �a 1.00% 650 3o" RCP 650 o CD ` 19.13 LF Qa 0.78% N o 660 660 650 65o INV. OUT=648.00 36" RCP 56.78LFQa 1.26% STR-54D - SWM PR FILE ry N 36" RCP c[ J = O w N o m N 645 4z.46 LF Qa 1.77% 645 o vi io � ID io LO m m 16 JOB NO. '0 ID ° � � `D `° 112066 0 O M N S N M O> N O O rmn O O 00 N O co 00 O N m m o o0 00 oo oo oo o of o o m m ao m^ SCALE c o+oo 0+50 0+00 0+50 1+00 1+50 z+00 2+50 D ° `D ° `D iO 1O `D w iO 10 `O w D W D iD w O O O 0 1= sp y V1 to tD tD tD tD tD 1� � n D tD w w �� c 0 STR-56B - STR-56 PROFILE STR-44D -STR-44F PROFILE SHEET NO. o+oo 0+50 1+00 1+50 z+oo 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+So 7+00 7+50 8+oo 16 s � v z _> W ° C7 c M > o 0 �y z LL � 3 M W 0 o D i a WN Q > O N z WN Q Q J > LL o Z 0 W W o s J cn 4 4 STR:44 VDOT STD. DI-3B (L=6') INV IN: 658.02 TO SoB J �-^-� TP=665-75 INV IN: 66433 TO YD-7 0+00 0+50 ' 0 INV IN:657-So TO446 INV OUT:657.9zT048 > vJ J D INVIN 6 1oT0 6 U c 655 118.48LFQa o.70% z7.66LFQa o_54/o STR:4zVDOTSTE.MH 54 4 STR- 2B -STR- 2 PROFILE w INV IN: 661.5o TO RF-5 o STR:SzD VDOT STD. MH 5 5 0 o+oo o+So 1+00 i+So TP=66 8 d d d 4 5 INV OUT: 654.00 TO 4z TP=670.33 ~ INV IN: 653 85 TO 44 00 u °D STR: B VDOT STD. DI- C L=io' L9 m r+ o INV IN: 659.27 TO S4 54 3 ( ) cc STR-8oD -STR-8o PROFILE INV OUT:65375T04o p ° � o �o - m 0 �^ INV IN: 66 oT0 6 TP=667.58 c o "O p N LL p �� INV OUT: 6 5 1 TO z INV IN: 662.00TO54D O 6 F O O 59 7 5 PROPOSED GRADE (TYP.) LLJ c m 75 m ,n F- °, O O Ln _� �O INV OUT: 660.67 TO 54 ^ W a 0 �1p r � TF F N ~ N {;� Q V J � 0 a0 mn v^ O p ^°� m„� °v °� STR:54 VDOTSTD. DI-3C (L-1o') STR:54D VDOT STD. DI-7 > o m PROPOSED GRADE (TYP.) m F- O w o .. 0 > m � kD N rn .. 0 TP=667.58 3 5 5 STR:44D VDOT STD. DI-3C (L=8') x > w H N 00 aw > F TP=666.8 o+oo o+ 0 1+00 1+ 0 0 m 0 z oo n z Z INV OUT: 66z. o TO B U 2 W m N TP=666.42 N o m ID lD F- �D STR-82D -STR-82 PROFILE 0 00 ii STR:44BVDOTSTD.MH INV IN:658.77TO44F 0 a F- F m D O � °ZZ� O__O INVIN:66o.43T054B 5 54 �� F 00 O Ln Fa» �D__O a»>CL p 00 TP=667.o8 INV IN: 662.5o TO RF-6 670 in F- F- 0 �,iO in F- z z fE 'a' > > > v~i z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y o F 000 0 INV IN: 6 8.0z TO D INV OUT: 6 8.6 TO B ~ °o o e3 > W D n z z z CC F 0 5 44 5 7 44 O 0 G > F o 0 0 INV OUT: 6 2 TO 0° It O17. z O \ LLJ v �/ E 670 O v v f 57 9 44 670 > �D F- F a > > - - - - - - J > ^^ LnD z z 0 n F z z PROPOSED 8" DI PROPOSED 8" DI o > t m Z STR: F VDOT STD. DI- C L=8' D-- O J O STR:56 VDOT STD. DI-36 (L=8') PROPOSED GRADE (TYP.) .. x 44 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) WATERLINE CROSSING TP=67z.5o ? m z Z Z 0 , _TP=666.4z ~„ - z z z_ INV IN: 66 TO 8 STR: 6B VDOT STD. DI- B L=16' a > > > > INV IN: 662.00 TO YD-8 665 i--i 535 5 5 3 ( ) Ln zzzz w PROPOSED 8" DI INV OUT: 658.gz TO 44D EXISTING 8" PVC SANITARY 5 � � w INV IN: 66535 To 56B TP=67z.5o PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING Z z CD INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 665 ILL 665 WATERLINE CROSSING 43 uJ w PROPOSED 8" PVC 1 L �i 8' 3.6' O �� 4� 1.0' (TYP.) SANITARY SEWER CROSSING TYP.) PROPOSED 8" SANITARY W z PROPOSED SANITARY SEWER PROPOSED 6" DI ( 0.7' SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING S\ ER CROSSING 660 J 670 670 660 2.4 ' 1.0' 660 3 5'- z4 RCP o 20.53 LF Qa z.43% 1_ Q > 15" RCP I- o EXISTING GRADE (TYP.) PROPOSED 8" DI - 0. 6 LF Qa 0.53% 118" RCP I o 7' 24' RCP 197.83 LF dal 0.54 0 WATERLINE CROSSING 75'7 o Lj o 15" RCP 655 30" RCP t3o' RCP 3g.66 LF Qa o.60% 15" RCP o % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 0 ° 18" RCP ° 118.77 LF Qa o.55% 27.81 LF Lal 54 30 RCP O o 665 665 655 76.58 LF Qa 0.55/° 655 PROPOSED VDOT STD. ES-1 64-49 LF Qa o.50% 3o" RCP O 0 W/ RIPRAP OUTFALL " 3o" RCP o 32.68 LF Qa 0.70% ( O 0 15" RCP EXISTING GRADE (TYP.) 44-4o LF Ala 0.52/o O C� s 39Jo LF �a 1.00% 650 3o" RCP 650 o CD ` 19.13 LF Qa 0.78% N o 660 660 650 65o INV. OUT=648.00 36" RCP 56.78LFQa 1.26% STR-54D - SWM PR FILE ry N 36" RCP c[ J = O w N o m N 645 4z.46 LF Qa 1.77% 645 o vi io � ID io LO m m 16 JOB NO. '0 ID ° � � `D `° 112066 0 O M N S N M O> N O O rmn O O 00 N O co 00 O N m m o o0 00 oo oo oo o of o o m m ao m^ SCALE c o+oo 0+50 0+00 0+50 1+00 1+50 z+00 2+50 D ° `D ° `D iO 1O `D w iO 10 `O w D W D iD w O O O 0 1= sp y V1 to tD tD tD tD tD 1� � n D tD w w �� c 0 STR-56B - STR-56 PROFILE STR-44D -STR-44F PROFILE SHEET NO. o+oo 0+50 1+00 1+50 z+oo 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+So 7+00 7+50 8+oo 16 s 4 4 STR:44 VDOT STD. DI-3B (L=6') INV IN: 658.02 TO SoB J �-^-� TP=665-75 INV IN: 66433 TO YD-7 0+00 0+50 ' 0 INV IN:657-So TO446 INV OUT:657.9zT048 > vJ J D INVIN 6 1oT0 6 U c 655 118.48LFQa o.70% z7.66LFQa o_54/o STR:4zVDOTSTE.MH 54 4 STR- 2B -STR- 2 PROFILE w INV IN: 661.5o TO RF-5 o STR:SzD VDOT STD. MH 5 5 0 o+oo o+So 1+00 i+So TP=66 8 d d d 4 5 INV OUT: 654.00 TO 4z TP=670.33 ~ INV IN: 653 85 TO 44 00 u °D STR: B VDOT STD. DI- C L=io' L9 m r+ o INV IN: 659.27 TO S4 54 3 ( ) cc STR-8oD -STR-8o PROFILE INV OUT:65375T04o p ° � o �o - m 0 �^ INV IN: 66 oT0 6 TP=667.58 c o "O p N LL p �� INV OUT: 6 5 1 TO z INV IN: 662.00TO54D O 6 F O O 59 7 5 PROPOSED GRADE (TYP.) LLJ c m 75 m ,n F- °, O O Ln _� �O INV OUT: 660.67 TO 54 ^ W a 0 �1p r � TF F N ~ N {;� Q V J � 0 a0 mn v^ O p ^°� m„� °v °� STR:54 VDOTSTD. DI-3C (L-1o') STR:54D VDOT STD. DI-7 > o m PROPOSED GRADE (TYP.) m F- O w o .. 0 > m � kD N rn .. 0 TP=667.58 3 5 5 STR:44D VDOT STD. DI-3C (L=8') x > w H N 00 aw > F TP=666.8 o+oo o+ 0 1+00 1+ 0 0 m 0 z oo n z Z INV OUT: 66z. o TO B U 2 W m N TP=666.42 N o m ID lD F- �D STR-82D -STR-82 PROFILE 0 00 ii STR:44BVDOTSTD.MH INV IN:658.77TO44F 0 a F- F m D O � °ZZ� O__O INVIN:66o.43T054B 5 54 �� F 00 O Ln Fa» �D__O a»>CL p 00 TP=667.o8 INV IN: 662.5o TO RF-6 670 in F- F- 0 �,iO in F- z z fE 'a' > > > v~i z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y o F 000 0 INV IN: 6 8.0z TO D INV OUT: 6 8.6 TO B ~ °o o e3 > W D n z z z CC F 0 5 44 5 7 44 O 0 G > F o 0 0 INV OUT: 6 2 TO 0° It O17. z O \ LLJ v �/ E 670 O v v f 57 9 44 670 > �D F- F a > > - - - - - - J > ^^ LnD z z 0 n F z z PROPOSED 8" DI PROPOSED 8" DI o > t m Z STR: F VDOT STD. DI- C L=8' D-- O J O STR:56 VDOT STD. DI-36 (L=8') PROPOSED GRADE (TYP.) .. x 44 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) WATERLINE CROSSING TP=67z.5o ? m z Z Z 0 , _TP=666.4z ~„ - z z z_ INV IN: 66 TO 8 STR: 6B VDOT STD. DI- B L=16' a > > > > INV IN: 662.00 TO YD-8 665 i--i 535 5 5 3 ( ) Ln zzzz w PROPOSED 8" DI INV OUT: 658.gz TO 44D EXISTING 8" PVC SANITARY 5 � � w INV IN: 66535 To 56B TP=67z.5o PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING Z z CD INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 665 ILL 665 WATERLINE CROSSING 43 uJ w PROPOSED 8" PVC 1 L �i 8' 3.6' O �� 4� 1.0' (TYP.) SANITARY SEWER CROSSING TYP.) PROPOSED 8" SANITARY W z PROPOSED SANITARY SEWER PROPOSED 6" DI ( 0.7' SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING S\ ER CROSSING 660 J 670 670 660 2.4 ' 1.0' 660 3 5'- z4 RCP o 20.53 LF Qa z.43% 1_ Q > 15" RCP I- o EXISTING GRADE (TYP.) PROPOSED 8" DI - 0. 6 LF Qa 0.53% 118" RCP I o 7' 24' RCP 197.83 LF dal 0.54 0 WATERLINE CROSSING 75'7 o Lj o 15" RCP 655 30" RCP t3o' RCP 3g.66 LF Qa o.60% 15" RCP o % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 0 ° 18" RCP ° 118.77 LF Qa o.55% 27.81 LF Lal 54 30 RCP O o 665 665 655 76.58 LF Qa 0.55/° 655 PROPOSED VDOT STD. ES-1 64-49 LF Qa o.50% 3o" RCP O 0 W/ RIPRAP OUTFALL " 3o" RCP o 32.68 LF Qa 0.70% ( O 0 15" RCP EXISTING GRADE (TYP.) 44-4o LF Ala 0.52/o O C� s 39Jo LF �a 1.00% 650 3o" RCP 650 o CD ` 19.13 LF Qa 0.78% N o 660 660 650 65o INV. OUT=648.00 36" RCP 56.78LFQa 1.26% STR-54D - SWM PR FILE ry N 36" RCP c[ J = O w N o m N 645 4z.46 LF Qa 1.77% 645 o vi io � ID io LO m m 16 JOB NO. '0 ID ° � � `D `° 112066 0 O M N S N M O> N O O rmn O O 00 N O co 00 O N m m o o0 00 oo oo oo o of o o m m ao m^ SCALE c o+oo 0+50 0+00 0+50 1+00 1+50 z+00 2+50 D ° `D ° `D iO 1O `D w iO 10 `O w D W D iD w O O O 0 1= sp y V1 to tD tD tD tD tD 1� � n D tD w w �� c 0 STR-56B - STR-56 PROFILE STR-44D -STR-44F PROFILE SHEET NO. o+oo 0+50 1+00 1+50 z+oo 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+So 7+00 7+50 8+oo 16 s 655 118.48LFQa o.70% z7.66LFQa o_54/o STR:4zVDOTSTE.MH 54 4 STR- 2B -STR- 2 PROFILE w INV IN: 661.5o TO RF-5 o STR:SzD VDOT STD. MH 5 5 0 o+oo o+So 1+00 i+So TP=66 8 d d d 4 5 INV OUT: 654.00 TO 4z TP=670.33 ~ INV IN: 653 85 TO 44 00 u °D STR: B VDOT STD. DI- C L=io' L9 m r+ o INV IN: 659.27 TO S4 54 3 ( ) cc STR-8oD -STR-8o PROFILE INV OUT:65375T04o p ° � o �o - m 0 �^ INV IN: 66 oT0 6 TP=667.58 c o "O p N LL p �� INV OUT: 6 5 1 TO z INV IN: 662.00TO54D O 6 F O O 59 7 5 PROPOSED GRADE (TYP.) LLJ c m 75 m ,n F- °, O O Ln _� �O INV OUT: 660.67 TO 54 ^ W a 0 �1p r � TF F N ~ N {;� Q V J � 0 a0 mn v^ O p ^°� m„� °v °� STR:54 VDOTSTD. DI-3C (L-1o') STR:54D VDOT STD. DI-7 > o m PROPOSED GRADE (TYP.) m F- O w o .. 0 > m � kD N rn .. 0 TP=667.58 3 5 5 STR:44D VDOT STD. DI-3C (L=8') x > w H N 00 aw > F TP=666.8 o+oo o+ 0 1+00 1+ 0 0 m 0 z oo n z Z INV OUT: 66z. o TO B U 2 W m N TP=666.42 N o m ID lD F- �D STR-82D -STR-82 PROFILE 0 00 ii STR:44BVDOTSTD.MH INV IN:658.77TO44F 0 a F- F m D O � °ZZ� O__O INVIN:66o.43T054B 5 54 �� F 00 O Ln Fa» �D__O a»>CL p 00 TP=667.o8 INV IN: 662.5o TO RF-6 670 in F- F- 0 �,iO in F- z z fE 'a' > > > v~i z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y o F 000 0 INV IN: 6 8.0z TO D INV OUT: 6 8.6 TO B ~ °o o e3 > W D n z z z CC F 0 5 44 5 7 44 O 0 G > F o 0 0 INV OUT: 6 2 TO 0° It O17. z O \ LLJ v �/ E 670 O v v f 57 9 44 670 > �D F- F a > > - - - - - - J > ^^ LnD z z 0 n F z z PROPOSED 8" DI PROPOSED 8" DI o > t m Z STR: F VDOT STD. DI- C L=8' D-- O J O STR:56 VDOT STD. DI-36 (L=8') PROPOSED GRADE (TYP.) .. x 44 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) WATERLINE CROSSING TP=67z.5o ? m z Z Z 0 , _TP=666.4z ~„ - z z z_ INV IN: 66 TO 8 STR: 6B VDOT STD. DI- B L=16' a > > > > INV IN: 662.00 TO YD-8 665 i--i 535 5 5 3 ( ) Ln zzzz w PROPOSED 8" DI INV OUT: 658.gz TO 44D EXISTING 8" PVC SANITARY 5 � � w INV IN: 66535 To 56B TP=67z.5o PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING Z z CD INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 665 ILL 665 WATERLINE CROSSING 43 uJ w PROPOSED 8" PVC 1 L �i 8' 3.6' O �� 4� 1.0' (TYP.) SANITARY SEWER CROSSING TYP.) PROPOSED 8" SANITARY W z PROPOSED SANITARY SEWER PROPOSED 6" DI ( 0.7' SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING S\ ER CROSSING 660 J 670 670 660 2.4 ' 1.0' 660 3 5'- z4 RCP o 20.53 LF Qa z.43% 1_ Q > 15" RCP I- o EXISTING GRADE (TYP.) PROPOSED 8" DI - 0. 6 LF Qa 0.53% 118" RCP I o 7' 24' RCP 197.83 LF dal 0.54 0 WATERLINE CROSSING 75'7 o Lj o 15" RCP 655 30" RCP t3o' RCP 3g.66 LF Qa o.60% 15" RCP o % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 0 ° 18" RCP ° 118.77 LF Qa o.55% 27.81 LF Lal 54 30 RCP O o 665 665 655 76.58 LF Qa 0.55/° 655 PROPOSED VDOT STD. ES-1 64-49 LF Qa o.50% 3o" RCP O 0 W/ RIPRAP OUTFALL " 3o" RCP o 32.68 LF Qa 0.70% ( O 0 15" RCP EXISTING GRADE (TYP.) 44-4o LF Ala 0.52/o O C� s 39Jo LF �a 1.00% 650 3o" RCP 650 o CD ` 19.13 LF Qa 0.78% N o 660 660 650 65o INV. OUT=648.00 36" RCP 56.78LFQa 1.26% STR-54D - SWM PR FILE ry N 36" RCP c[ J = O w N o m N 645 4z.46 LF Qa 1.77% 645 o vi io � ID io LO m m 16 JOB NO. '0 ID ° � � `D `° 112066 0 O M N S N M O> N O O rmn O O 00 N O co 00 O N m m o o0 00 oo oo oo o of o o m m ao m^ SCALE c o+oo 0+50 0+00 0+50 1+00 1+50 z+00 2+50 D ° `D ° `D iO 1O `D w iO 10 `O w D W D iD w O O O 0 1= sp y V1 to tD tD tD tD tD 1� � n D tD w w �� c 0 STR-56B - STR-56 PROFILE STR-44D -STR-44F PROFILE SHEET NO. o+oo 0+50 1+00 1+50 z+oo 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+So 7+00 7+50 8+oo 16 s STR:94 VDOT STD. DI-36 (L=8') TP=675.67 STR:92 VDOT STD. DI-3C (L=6') INV IN: 670.35 TO 96 m TP=674.00 INV IN: 671.5oTO RF-23 0 INV IN: 668.85TOgz6 INV OUT: 67o.z5TOgzB J d00 INV OUT: 668.75 TO goB 690 m _ N ❑ _ 0 ^' O °D 0r° XISTING GRADE (TYP.) j - p to � OF o 685 m ❑ N� 685 m m o� o m S Ln STR:go VDOT STD. DI-3B (L=1o') mM m a) 00N ❑ D p o F o --STR:1oz VDOT STD. DI-3B (L=yo') p °r m O ° F 4p w z O N ❑ N ❑ F p O ry i 68 ❑ m Ln to 0 ^ In F- n �t 0) .. D a' II > > TP=674 75 o N o rn F O p 0 in F o O` N^ TP=678.9z 5 ^ F a N ii O1 rn w O F wi F o N' ❑ M N tD INV IN: 674.gz TO YD-1z STR:SzD VDOT STD. MH o W O FO - Ln^ Z z p F z z INVIN:667.zSTOgoB o mm0 F F O Mo O ^ > m oF`- TP=67o.33 F OF �o O »> - ~ v H ° O o0 p o o Mi o ❑$ �� 0 o O INV IN: 674-75 TO RF-z5 v F ^+ ❑j N o o O> w� v~i H z z z INV IN: 670.0o TO YD-11 n O O o I > o F ! ^ z INV IN: 659.z7 TO 54 STR:58 VDOT STD. DI-36 (L=6') ^ .. - - - INV OUT: 667.0o TO 86 m o ^ O 000 N of > L9 kD to w - O INV OUT: 67z.83 TO yoo ^� O m ID F N °� p `"' ° ❑ m o) o .. ❑ O1 ? O t- a > > INV IN: 664.5o TO 56 TP=675.50 o m o `o m z ❑ ` w tO z O - - > , W �° m °� off � tpzzp � O >> n rzz INV OUT:659.17TO52 INV IN:668.02TO6o > �?�F w T, r a» STR:86 VDOT STD. MH a ^ w to � rn ^ z z ❑ F a z z z to ~ Z 680 INV OUT: 667.9z TO 56 z =O / � 0 z z an ~ Z Z _ TP=673.00 0 ^ Z z o _ _ O 'n - - - STR: 6 VDOT STD. DI- B L=8' d II > > INVIN-663.43TO88 O »� � as »> I 5 3 ( ) � a- INV IN: 666.67 TO go Ln _z z_ _z 'n z z z TP=67z.5o J/ PROPOSED GRADE (TYP.) ro INV OUT: 66333 TO 84 \ PROPOSED 675 INV IN: 66535 TO 58 - ' \ GRADE (TYP.) INV IN: 66535 TO 56B / \ PROt INV OUT: 665.25 TO 52D / WANG FILL (TYP.) T 675 i PROPOSED 8" DI WATERLINE CROSSING y "RCP FILL RCP 6]O �5' RCP °� yo5.z9 LF 0.69% 670 - - - (TYP.) 2.0' 6�F �g95 1.o' _ - 65.g6 LF C 1•37 EXISTING GRADE (TYP. 63,2 �4 RCP 1' z.73LF @P.yS% 15" RCP 670 / P z7.97 LF Qa 1.18/a 9 53.46 LF @a 0.75% y.o7% 15" RCP 18" RCP o 118"RCP RCP 35.17 LF Qa 1.36% 665 z3.g1 LFQa o.96/o z0.yg LF Qa o.75% 665 IS y 52% 15" RCP PROPOSED 8" PVC 141.23 LF 40.17 LF @a y.00% SANITARY SEWER CROSSING 665 STR:68 VDOT STD. DI-313 (L=8') TP=688.00 INV IN: 680.93 TO 68B INV OUT: 680.83 TO 66 STR:686 VDOT STD. DI-313 (L=yo') TP=688.i7 INV OUT: 681.33 TO 68 685 PROPOSED 8" DI 1'1 WATERLINE CROSSING 68o RCP ,lolo 15" RCP 15 F 43 28.o6 LF Q3.43% 6 361 675 670 18" RCP 18" RCP 3�Sr 5 39.8o LF @a 1.26% o 36.45 LF Qa 1.15/0 138 0o LF Qa 1.86% 660 660 TS" RCP PROPOSED SANITARY 0 0 ` l 00 " o m o 0 3 0) ^ M N N ^ 00 1O 660 30.35 LF Qa 2.47% SEWER CROSSING 66o l0 Cq M ^ Ln w 00 00 00 oj to to tD lD to to to to tD to t0 to t0 to 0) �n a Ln io ^ 0) �i � 0) m tD W a ^ M m N M o a ci m N ci ao o O a a It m rn O rn 0 O I� m M ^ N ^ M ^ F �i' ^ In ^ lD ^ 00 N QD 00 00 0) 0 O] 0) 0 m00 O N 00 N to 00 lD to to ^ tD ^ tD 1p ^ tD ^ tD ^ to ^ <D tD ^ l0 ^ w ^ ID t0 t0 m 00 tD 00 t0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STR-102 - STR-86 PROFILE STR:7zVDOT STD. DI-3B(L=6') 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 S+So 6+oo 6+50 TP=663.50 11 SC)TT R. LINS Lie. No. 035791 12/14/22w� IONAL vo z w z z z o K a z w m m w N g V/ U U) z z Lu z Z � N 3 O z g aw a v~i o a ❑ ❑ H o w ¢ a 'w z V' F- a U) U U) U) w J J z z m FCa W U- LE!N ¢ ❑ c GNU) 3TR:YD-7A 18 NYLOPLAST YARD INLET INVIN:651.93T07zB STR-68B -STR-52D PROFILE EXISTING GRADE (TYP.) w TP=669.67 INV IN: 656.33 TO 72D EXISTING INV IN: 666.67 TO YD-7B STR:64 VDOT STD. DI-3B (L=4') 68 5 ¢ o N N o INV IN: 659.5o TO RF-14 GRADE (TYP. TP=6 o ) INV 6.67 TO YD-7C 670 INV OUT: 651.83 TO STR:646 VDOT STD. DI-36 (L=8') 0 v o to 0 00 0 - N 7oF 6 O T: INV IN: 67z.43 TO 64B 75 INV OUT: 666.67T0 YD-7 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH INV IN6 6 T066 TP-6 6 EXISTING GRADE (TYP.) STR:72D VDOT STD. TP=663.4z 665 INV IN: 658.5o TO RF INV OUT: 656.75 TO[--L' T ; PROPOSED GRADE (T1 66o 66o PROPOSED 6" E WATERLINE CR 655 655 1S" RCP 32.81 LF Qa 1.28% 65o 65o o to `^ m STR:YD-7C 18" NYLOPLA DI-313 (L=6') INV OUT: 6 .13 ,z 'P ) I DSSING PROPOSED S SERVICE LATE ST YARD INLET PROPOSED 68.00 STR:YD-7B 18' TP=671.00 GRADE (TYP.) TP=670.67 TO YD-7A INV OUT: 667. 670 - - - - 670 665 6' 1.1' H1.5'y.s' 665 NNITARY SEWER PROPOSE D ' NYLOPLAST YARD INLET OF 4' OR GREATER SHALL HAVE STEPS IN : 73. 7 ACCORDANCE WITH STANDARD ST-1AS FOUND IN INV OUT: 672.33TO 62 INV OUT: 673.00TO64 680 67 TO YD-7A THE 2oo8 ROAD AND BRIDGE STANDARDS. - - Lu 680 � NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH " OF1z'ORGREATER SHALL HAVE SAFETY SLABS IN VERTICAL GRAPHIC SCALE Z ACCORDANCE WITH STANDARD SL-y AS FOUND IN PROPOSED 8DI ti W THE 2oo8 ROAD AND BRIDGE STANDARDS. 5 0 2.5 5 10 20 PROPOSED GRADE (TYP. WATERLINE CROSSING co z cyi NOTE: HDPE CAN BE USED AS AN ACCEPTABLE 675 675 SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. 1 ° 0 SEE DETAIL ON SHEET 17 FOR HDPE PIPE ( IN FEET) N BEDDING INFORMATION. 1 inch = 5 ft. Z SANITARYSEWER � W ATERAL CROSSINGS y5" RCP 6 O q' 60 ° STR-64B - STR-64 PROFILE Ln J W '~^ STR:76 VDOT STD. DI-3B (L=4') > v , J 0+00 o+So oo d II ID TP=66z.67 w 1 STR:8z VDOT STD. DI-3B (L=8') �0 n INV IN: 653.z7 TO 76B � I� O STR:8o VDOT STD. DI-3B (L=4') TP=666.1 F- O OF- m m m o0 m INV OUT: 653.17 TO 74 �� STR- 2D -STR- 2 PROFILE TP=665.92 7 v FF m ❑ p o0 d 11 STR:7oDVDOTSTD.DI-3B(L=6') 7 7 INV IN: 655-43 TO 84 m ^ 0,00 00 C0 p ry II O INV IN:655.10TO8z INVIN:6 6.6 T08zB O 'tiO o OF ❑ O m ,i TP=663.67 N ^ -i ao INVIN:657.83TO8oB 5 7 0 0 oIDto v) F _ i o d INV IN:65o.6oTO7oF J ^OF m J w INV OUT: 6 ooTO 8 INV IN: 661. oT0 RF-1 > 4 7 ^ ^ 00 ❑ O LL O 5 5 m M m m �/� 5 7 to ID F PROPOSED N F o a m INV IN: 6 8.z TO RF-yz n O O to _ N 55 7 INV OUT: 6 TO 8o iO aw O a ao o Q V/ W 5533 00 z z p GRADE TYP. ❑ M ^ O m❑ a INV OUT: 6 o. o TO o "' o O t^ ° N o m to O ' n T II ( ) > tWo tb F- Op~ F ❑ O O 5 5 7 MO ^ Co STR:8 VDOT STD. DI- B L=8' > > > `i > m 6 67o n O O oo ^ ^O 0 m ❑ LL ^ ❑ t^ O Co11 670 6 It 4 3( ) Fa m i r n �� FFn F N N Oritoo F Op^ ❑�^ 75 ,n f- ^ Z m 75 ° D -oD -F -o o ^ ^ o o.> _O .. F F tD o - ° mo o d TP=667.o8 d O O -00 ❑ FO O o° r 0 tD ry v F °o STR:7oF VDOT STD. DI-3B (L=6') O O O~ m m° O F ^ F W a>> toO omO)w o)oow F mOo vl FFF00 toZz O N vi OON m U m INV IN: 661.5o TO ROOF-1g �- - z z „ ❑ O .. > ^ oo i TP=66 to _ _ O ry o F F m to F-- > > .i 0 in .. p 3 75 F m m o N to F a m 1 a INV IN:66o. TO F a 't D 0 otoF my o D mmv �� Il >>> ❑-toto.. p ry �m p 4 D ^ 33 nFz at°zz0 aozz= OCRL or INV IN:650.93TO7z ONornD��>>> >mOof ❑ ten, ❑^ Y 00 O INV OUT: 655.75 TO 8z D _ _ O o _ _ O N .. .. INV OUT: 6 o.8 TO oD ^ ^ `^ ^ a to ❑ co moo w OF m II ii o tp 7 5 3 7 > M O D D F_ p o O O FILL (TYP.) \ \ 670 665 LA � z z z F D » > � a » > - - - - � � Z Z > � � ... ' � J 670 Ul Fy --- V Fzzz - O ------i--- --- kb--- UF1Hzzz �ZZQ H OO 665 W F �.t /_. \ V1Fzzz �j a_ I II»> Q My�j - - - J O STR: VDOT STD. DI- B L= m t^� EXISTING GRADE (TYP.) PROPOSED 8" DI - - - - - - - \ z z z > ° O 74 TP=663.75 0 o z _ - - _ WATERLINE CROSSING / \ \ t^ z 07 (n ~� � INV IN: 654.z5 TO 78 w o > PROPOSED 8" DI I XISTING GRADE (TYP.) \ F a > > W INV IN: 652.77TO76 Ln r z z 3'9 WATERLINE CROSSING 1.z' 660 (TYP.) F Z Z 660 INV OUT: 652.67 TO 72B PROPOSED 8" PVC 665 v TI O SANITARY SEWER CROSSING - PROPOSED GRADE (TYP. PROPOSED 6" D \ \ W PROPOSED 6" DIgail \ O WATERLINE CROSSING � 7 15" RCP 15" RCP PROPOSED 6' DI WATERLINE CROSSING - - LL 13133 LF @ o.56% 39.67 LF @a y.00% WATERLINE CROSSING 660 RCPz o7 41 i4' 68LF � % 660 655 655 0.7' PROPOSED 8" PVC - 15 RCP w SANITARY SEWER CROSSING 15" RCP z.3' 85.zj LF C 0.56% 6 0 78.z9 LF C o.51% O < O 655 655 5 - 3o" RCP 65° Q O z4" RCP 30' RCP 17z.96 LF @ 0.52% 30' RCP � ,�/ 30" RCP o LF o.68% 79-94 LF @ 0.50% RCP 5o.84 LF Qa o.63% CDL.Lr3C,. 1 LF@ 0.58%i47 3 Lo" 0 15" RCP PROPOSED 8" PVC CD 9. 9 30" RCP 3z.8g LF �a o.70% o" RCP z z LF o. o% z4" RCP 59.85 LF Qa 0.g7% 30"RCP 3 0 9 4 5 SANITARY SEWER CROSSING (N 65o 33.z6 LF Qa 0.75% z6.73 LF Qa o.86% 65o 645 47.z7 LF @a o.68% 55.g6 LF Qa o.57/o 645 ~ Lu J w O ^ 00 O ^ O N) O Ln 0) 0) m O ^ O ^ O tD N) 1D N N w N _ In iO O ° O ° 1� O N I� d O O O '� O1 00 .t 00 ,-I Ln Ln Ch .t m O t0 M H d (n <D d 0) Ol m w ci w 00 rl d �t �t Ln V1 t0 to ^ tD N O N t0 00 00 00 O O N N N O l!) m 1p m t0 N tp m lD m lD m lD m l0 m lD m t0 m tD m 1p 1p N V) ° kn tO iO t`OD tO t`Oo to to to ^ to ^ to to ^ to ^ tD w to 10 to 0 tD 'D w � to tD o tD 'o w W to � tD to to ID JOB NO. � to to 112066 SCALE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+00 0+50 1+00 1+50 2+00 2+SO 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 1„ = 501 STR-88B - STR-74 PROFILE STR-76D - STR-40 PROFILE SHEET NO. 7 NOTES: ° 50 HORIZONTAL GRAPHIC SCALE 200 7 z8.61LFQa 1.99/0 7 N Q 1. ALL FILL TO BE PLACED AT 95/a COMPACTION. W O z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. M N Z 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM N SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & IN FEET ) O SANITARY SEWER MUST BE PROVIDED. 1 inch = 50 it. Q 0+00 0+50 % LL 0+00 0+50 1+00 1+50 2+00 YD-7 SERIES PROFILE 11 w m STR-64B - STR-64 PROFILE Ln J W '~^ STR:76 VDOT STD. DI-3B (L=4') > v , J 0+00 o+So oo d II ID TP=66z.67 w 1 STR:8z VDOT STD. DI-3B (L=8') �0 n INV IN: 653.z7 TO 76B � I� O STR:8o VDOT STD. DI-3B (L=4') TP=666.1 F- O OF- m m m o0 m INV OUT: 653.17 TO 74 �� STR- 2D -STR- 2 PROFILE TP=665.92 7 v FF m ❑ p o0 d 11 STR:7oDVDOTSTD.DI-3B(L=6') 7 7 INV IN: 655-43 TO 84 m ^ 0,00 00 C0 p ry II O INV IN:655.10TO8z INVIN:6 6.6 T08zB O 'tiO o OF ❑ O m ,i TP=663.67 N ^ -i ao INVIN:657.83TO8oB 5 7 0 0 oIDto v) F _ i o d INV IN:65o.6oTO7oF J ^OF m J w INV OUT: 6 ooTO 8 INV IN: 661. oT0 RF-1 > 4 7 ^ ^ 00 ❑ O LL O 5 5 m M m m �/� 5 7 to ID F PROPOSED N F o a m INV IN: 6 8.z TO RF-yz n O O to _ N 55 7 INV OUT: 6 TO 8o iO aw O a ao o Q V/ W 5533 00 z z p GRADE TYP. ❑ M ^ O m❑ a INV OUT: 6 o. o TO o "' o O t^ ° N o m to O ' n T II ( ) > tWo tb F- Op~ F ❑ O O 5 5 7 MO ^ Co STR:8 VDOT STD. DI- B L=8' > > > `i > m 6 67o n O O oo ^ ^O 0 m ❑ LL ^ ❑ t^ O Co11 670 6 It 4 3( ) Fa m i r n �� FFn F N N Oritoo F Op^ ❑�^ 75 ,n f- ^ Z m 75 ° D -oD -F -o o ^ ^ o o.> _O .. F F tD o - ° mo o d TP=667.o8 d O O -00 ❑ FO O o° r 0 tD ry v F °o STR:7oF VDOT STD. DI-3B (L=6') O O O~ m m° O F ^ F W a>> toO omO)w o)oow F mOo vl FFF00 toZz O N vi OON m U m INV IN: 661.5o TO ROOF-1g �- - z z „ ❑ O .. > ^ oo i TP=66 to _ _ O ry o F F m to F-- > > .i 0 in .. p 3 75 F m m o N to F a m 1 a INV IN:66o. TO F a 't D 0 otoF my o D mmv �� Il >>> ❑-toto.. p ry �m p 4 D ^ 33 nFz at°zz0 aozz= OCRL or INV IN:650.93TO7z ONornD��>>> >mOof ❑ ten, ❑^ Y 00 O INV OUT: 655.75 TO 8z D _ _ O o _ _ O N .. .. INV OUT: 6 o.8 TO oD ^ ^ `^ ^ a to ❑ co moo w OF m II ii o tp 7 5 3 7 > M O D D F_ p o O O FILL (TYP.) \ \ 670 665 LA � z z z F D » > � a » > - - - - � � Z Z > � � ... ' � J 670 Ul Fy --- V Fzzz - O ------i--- --- kb--- UF1Hzzz �ZZQ H OO 665 W F �.t /_. \ V1Fzzz �j a_ I II»> Q My�j - - - J O STR: VDOT STD. DI- B L= m t^� EXISTING GRADE (TYP.) PROPOSED 8" DI - - - - - - - \ z z z > ° O 74 TP=663.75 0 o z _ - - _ WATERLINE CROSSING / \ \ t^ z 07 (n ~� � INV IN: 654.z5 TO 78 w o > PROPOSED 8" DI I XISTING GRADE (TYP.) \ F a > > W INV IN: 652.77TO76 Ln r z z 3'9 WATERLINE CROSSING 1.z' 660 (TYP.) F Z Z 660 INV OUT: 652.67 TO 72B PROPOSED 8" PVC 665 v TI O SANITARY SEWER CROSSING - PROPOSED GRADE (TYP. PROPOSED 6" D \ \ W PROPOSED 6" DIgail \ O WATERLINE CROSSING � 7 15" RCP 15" RCP PROPOSED 6' DI WATERLINE CROSSING - - LL 13133 LF @ o.56% 39.67 LF @a y.00% WATERLINE CROSSING 660 RCPz o7 41 i4' 68LF � % 660 655 655 0.7' PROPOSED 8" PVC - 15 RCP w SANITARY SEWER CROSSING 15" RCP z.3' 85.zj LF C 0.56% 6 0 78.z9 LF C o.51% O < O 655 655 5 - 3o" RCP 65° Q O z4" RCP 30' RCP 17z.96 LF @ 0.52% 30' RCP � ,�/ 30" RCP o LF o.68% 79-94 LF @ 0.50% RCP 5o.84 LF Qa o.63% CDL.Lr3C,. 1 LF@ 0.58%i47 3 Lo" 0 15" RCP PROPOSED 8" PVC CD 9. 9 30" RCP 3z.8g LF �a o.70% o" RCP z z LF o. o% z4" RCP 59.85 LF Qa 0.g7% 30"RCP 3 0 9 4 5 SANITARY SEWER CROSSING (N 65o 33.z6 LF Qa 0.75% z6.73 LF Qa o.86% 65o 645 47.z7 LF @a o.68% 55.g6 LF Qa o.57/o 645 ~ Lu J w O ^ 00 O ^ O N) O Ln 0) 0) m O ^ O ^ O tD N) 1D N N w N _ In iO O ° O ° 1� O N I� d O O O '� O1 00 .t 00 ,-I Ln Ln Ch .t m O t0 M H d (n <D d 0) Ol m w ci w 00 rl d �t �t Ln V1 t0 to ^ tD N O N t0 00 00 00 O O N N N O l!) m 1p m t0 N tp m lD m lD m lD m l0 m lD m t0 m tD m 1p 1p N V) ° kn tO iO t`OD tO t`Oo to to to ^ to ^ to to ^ to ^ tD w to 10 to 0 tD 'D w � to tD o tD 'o w W to � tD to to ID JOB NO. � to to 112066 SCALE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+00 0+50 1+00 1+50 2+00 2+SO 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 1„ = 501 STR-88B - STR-74 PROFILE STR-76D - STR-40 PROFILE SHEET NO. 7 NOTES: ° 50 HORIZONTAL GRAPHIC SCALE 200 7 z8.61LFQa 1.99/0 7 N Q 1. ALL FILL TO BE PLACED AT 95/a COMPACTION. W O z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. M N Z 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM N SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & IN FEET ) O SANITARY SEWER MUST BE PROVIDED. 1 inch = 50 it. Q 0+00 0+50 % LL 0+00 0+50 1+00 1+50 2+00 YD-7 SERIES PROFILE 11 w m DRAINAGE DESCRIPTIONS / / / / / Stmetum Area Cw 4 PIPE INFORMATION INLET INFORMATION / / / _ - / / (Acri (Min.) STR. NO. DIA. LENGTH' SLOPE INVERT INVERT Curb SLOT RIM MATERIAL INLETTYPE Structure Ama Cw 4 (in.) (ftJ (%) IN OUT Type LENGTH ELEVATION i / --- 30 0.m 0.90 5.0 38D DI38 CG6 14 886.92 � / / / / � - - / r Tli (AOre3) (Min.) 38C 15 32.69 0.70% 660.25 660.02 RCP / / j'� - / 38B DI-38 CG6 12 686.92 / / / / / �V C �v 30B 0.00 0.90 5.0 38A 15 41.07 0.58% 659.92 659.6E RCP / / / \ \ \ 38 DI-3C CG6 6 865.67 32 0.22 0.75 6.0 \ \ - 34 0.21 0.70 6.0 37 15 41.02 0.%% 659.58 fi%.35 RCP i - _ 36 DI-38 CG6 10 668.08 34B 0.2$ 0.70 6.0 35 15 45.15 0.55% 659.25 fi%.00 RCP // // \ - -- \ \ / I \\ 36 0.16 0.70 6.0 38 0.12 0.60 6.0 38B 0.42 0.70 6.0 34B DIJB CG6 10 65725 _ _ \ - - 38D 0.33 0.70 6.0 34A 15 33.01 0.70% 65D.58 650.35 RCP \ - - - - - ` \_ 334 3 15 148.79 0.50% 65D.25 849.52 RCP DI38 CG6 10 657.33 - - - - \ J _ - - - - - - - - - / 40 0.21 0.75 6.0 \ \\ _ -- _ I -- __--- 40B 0.20 0,75 6.0 ---. �'� \-\ _ -_-- ------ l /-.,-/ 42 0.00 0.90 5.0 32 DI-38 CG6 12 664,00 \ / ^ �J_ - ! - - _ _ 31 18 62.95 0.64% 649.42 649.02 RCP - - - 30B MH CG6 - 687.33 - - - - _ _ - � _. - - - - - - _ _ - - � 446 0.00 0.90 5.0 30A 24 118.08 0 67% 64a.92 648.25 RCP - - - - - - - - \ ` - -- - / / J - - - - - 44D 0.22 0.70 6.0 30 MH CG6 - 654.50 \ - _- _ / - ! 44F 0.30 0.55 6.0 29 24 82.16 4.56% WOO 64225 RCP - - __ - - � / � __ - - - - - - � - _ - - __ -_ � � / - 46 0.06 0.70 5.0 - - - - - _-_ ---- -- \ 48 017 075 60 54D DF7 - - 886.83 - - _ - - -. - - - -. - - - ,,-- - _. __ -_. ___ -' __ � T - - - - - - - - I � 50 0.17 0.75 6.0 54C 15 29.53 2.43% 662.50 662.00 RCP ___________ ______ ____ _____�; `__a�-��a>•�� m 0. �� __--- - - - - -- � --- --- J SOB 0.13 0.75 6.0 54B DI-3C CG6 10 667.58 + + Y 1 - - -- -- _ - -- - - v - - - - 52 0.12 0.70 6.0 1 ♦ PROPOSED ROAD - - _ _��: ROPOSED YARD DRAIN SYSTEM _ __ - - _ _ - -- c - - _ _ - - - - - - - 52B 0.10 0.70 6.0 s4A 1a 3s.66 oso% 6s0s7 660.43 RCP , DRAINAGESYSTEM-- - • - t-- 54 DI-3C CG6 10 667,59 I _ - -: - __. _ _ - \ \ I - - - 52D 0.00 0.90 5.0 s3 za 197.83 osa% 660.33- a - _. __ - 9 -: 9g =-.- 100 - __ _ _ _ _ - 7 ♦ _ __ �_ __ ______ \ L - - - - - - \ 1 \ 54 0.50 0.60 6.0 52D MH - - 670.33 _- .__ - - -- - - { / - \ \ - _ 52C 24 75.76 0.53% 559.17 658.77 RCP se - _.- - _ ♦ \ 7� _ �__ - `- <\ \ \ \ . 52 DI3B CG6 s 669.33 _- - °RIVArE IEEI{q f-h�' ♦ ri /� ♦ -� - \ 54D 2.89 0.40 10.0 RF-z3A ___ - ALIEv �QU - o r, �,�` ,' / 56 0 12 0.70 6.0 51 30 64.36 0.50% s5es7 658.35 RCP 3 ,... � '� o zy =♦ rvAR wrorH RTi' f �1 5. � RF-z5A I �' � \ I soa mac cG6 a sses2 / __ RF-z � i p� � � _ , _:_� EAs mr, � r '" i� \ :. � / , " � \ \ \ \ \ `jT EME � � I � I � 56B 1.06 0.40 10.0 512A 30 32.60 0.70% 659.25 658.02 RCP '_ . _ �� \ \ 58 0.09 0.75 6.0 50 DI-3C CG6 8 668.92 / 926 J,p- - yl \ r•~ _,g0 \ \ \ 60 0.06 0.75 6.0 49 30 64.49 0.50% 657.92 657.60 RCP / RF-21 Q , �: , \` `„ ^i •,\ B _ \ \ \ \ 60B 0.23 0.40 8.0 48 DI3B CG3 6 889.33 1 - - -- 92 ' - \. < 2 �:% 681 1 \ I 62 0.14 0.45 7.0 47 30 105.46 0.55% 657,50 656.92 RCP .::� j,L __ 6$ 1 r. r. � � r. r• r r r ► \ - _ 64 0.07 0.50 7.0 4s DIJB cG6 4 ssssz -� - _-_ __ __ + 7 y., ~,; _ __- --- - .: ---�-- --`- RF-zzA RFz \h -_ __- PROPOSEDDRAINA / 64B 0.05 0.65 6.0 as 30 44.40 osz% ss4.33 ssa.lo RCP _ _ _ . 88B goB j .,.;.._ _ ",... 1 � I A ID 44 D138 ccs s 665.75,ee _ 66 0.14 0.75 6.0 43 30 19.13 0.78% 654.00 653.85 RCP - -.; �J_� L h�� , - - _ _ i \ ,♦ 68 0.14 0.75 6.0 42 MH - - 664,59 �' : .� 'y� I _ I A _ �� P 68B 0.21 0.75 6.0 ` V� 41 36 58.78 1.28% 653.75 653.00 RCP - $$ - _ I ` 86 - 90 : = �-�, pq r' r Q/p I R� s - , /` ♦ 70 0.14 0.75 6.0 40 MH - - 664.00 € --�.' YD 1 _ rQ& '1IDDF `:,, f i y�,fk ` r 'l. II- ; -_ - - ,♦ / 70B 0.26 0.70 6.0 39 36 42.46 1.77% 648,75 348DO RCP - ROAD DR% �� i \ j'. I ♦ / / - - _. / RF 1 A F PROPOSED ROAD rsr F� F-zzB �j I \ r - - - - - \ 70D 0.08 0.75 6.0 DRAINAGE SYSTE ..:.646 . : 4 �.: Fes.. --f -\` � / - - ♦ 70F 0.18 0.50 6.0 "I 1 1 i "',,L...I T / i' /- / + 72 0.1$ 0.60 6.0 44E a 27e1 0.54% s5esz sse.n RCP mac cG6 8 686.42 \ Il r ` ? ��® PROPOSED YARD DRAIN SYSTEM--. 1 t��\ / -- --- / 4aD DI3c cG6 8 666.42 I I `.. \! - r� 6,r �i _ \ - / _ ♦ ,/ 72D 0.10 070 6.0 •� Y r , 44C 15 118.77 0.55% 658.67 658.02 RCP '. _ - 4 ; \ e T \ \ / / _ , 72F 0.14 075 6.0 , 44B MH - - 667.08 IA" - 0 I. r: _ _ - _ _' - Q,� ss ____ 1_ - �. �- / j 44A 18 76.58 0.55% 657.92 657.50 RCP I F 1 % 1 r - - \ a \ - - / ` 74 0 04 0 70 6 0 �'- 76 0.19 0.85 5.0 76B 0.19 0.85 6.0 ,t' \ \ 6oB \ 52B DL3B CG3 6 669.33 � �I -* 76D 0.12 0.80 6.0 52A 15 32,68 100% 662.50 662.17 RCP a h 1 it O 4: Y ; <y." •- i ssZ V �_---_ _, / 78 0.05 0.60 5.0 \ YD-1 RFa6 �° ROOF 1--_ / 80 0.06 0.80 5.0 -_---- J - - �r 80B 0.09 0.85 6.0 N ROOF 1 A 68B DI-3B CGs 10 688.17 I rl 80D _T - m o - \ i 68A 15 28.06 1.43% 681.33 680.93 RCP J $OB c t $2 / 882 0.21 0.75 6.0 _-r•, 82D > ROOF-zoA ',/ //---/ 82 0.21 0.75 6.0 B8 DI-3B CGs B 888.00 67 15 76.16 4,37% 680,83 677.50 RCP s _ - - $O + - - $26 H(lMB r /...-- r . - - i . - - - 82B 0.10 0.75 6.0 66 ---- 1 f _ PRry �1p YD 8B PROPOSED YARD DRAIN SYSTEM - ' i 82D 0.19 0.60 6.0 65 15 63,26 3,95% 676,17 673.67 RCP DI38 CG6 6 682.25 I I it 1 II " '�i� RF-17A _,r ATE ROAD/3o'q ' ,r, \�\ �. , _ /� �' a� 84 0.17 0.65 6.0 64 DIJB CGs 4 679.50 I ' _ .:..ti _ /, (% 4 "\' 1 __ - ' rr_ r'r RF-18 _ YD 8A !," 58� �.�.�, D 63 15 35.17 1.36% 672.33 671.85 RCP DI-3C CG6 6 678.83 I I I ''IL 1 RF 1 B r r - _ `�/ti�/,y - �i 54 88 0.12 0.70 6.0 62 I I I r r �•arF e0 546 88B 0.35 0.60 6.0 r, 61 15 92.10 1.07% 671.75 670.77 RCP OI-38 CG6 a 678.42 I " YD gA 1 -- , 7$`I v ^' r* r _1 1 �.F,<er,6TSR y' - \..RF g �, o -. .> - 90 0.21 0.75 7.0 60A 15 40,17 1.00% 670.67 670.27 RCP'Na _ _--_-_ I .PARK RIDGE DRIVES-�-�_- �B 0.35 0.65 7.0 60 DIJB CG6 6 678.33 - ' ' J� PUB ROAD 6 R/W7 �' 92 0.09 0.65 6.0 II 1 �T.,� 74 ;- -iy , ,^; �.� `., vo-8 - _ 52D 54 (� ss a 14123 1sz% s7an ssa.oz RCP I a 1 ,.0 ♦ _= 7 r .. ., -..� r D - , ^ RF 92B 0.05 0.55 6.0 ' is _ 72 Ie/ ,.,^ ....- , t - _ - 94 0.26 0.60 6.0 se DIJB cG6 s 67sso I I RF-i5 =. _. `:+ s� -_ - - PROPOSEDROAD y .'...... r f r` _ --- 4 57 15 138.00 1.86% 867.82 685.35 RCP I r ;`i �__ --.�� -__ ♦ , -., F6� s � f-..�... " r r rRF-yA /.,' � ____ _, _ r.. �. ��_ 96 0.15 0.60 6.0 1 ss DIJB cG6 a 67zs0 " � � ... ---7zF - zD ;�AINAG�SYSTEM. � � ��-�.RF-7 � �.... _ RF3 _ r _-- �, --- RF-SoB �,:�. ` ti a, ; -� ♦�. 98 018 060 60 55 15 30.35 2.47% fi65.25 664.50 RCP -I- I .,_ _ B -� ,. • M \ `"•. ♦ F �' \ srr_ -__ - _ V �-_ � ,. J � r / r _, r � 100 0.29 0.65 6.0 t:� 102 0.28 0.70 6.0 / 56A 15 39.70 1.OD% 865.75 685.35 RCP 1i__\��.._ _ OD -10 / ' Jr i 1 'T^ -7 / LOT 74 \`_ _SFD -- I \ YD-6 0.00 0.90 5.0 - " 70B - ♦ h�r i �, �^° SFD, I'-L�T 72 v \ YD-6A 0.15 0.45 6.0 YD-6B 0.14 0.45 6.0 - -_� \�..� r a rs r \ e \ sae DI38 cG6 a 678.67 -t * �- ' -- -- - .�.---�=n� __ - - - __ , r � �_ <.- , , - RF �, \�� YD-6C 0.11 0.45 6.0 YD-6D 0.09 0.30 6.0 RF nA `� OB 42 -10A/RFC:.. uk 6 D 15 28.61 1.99% 673.00 672.43 RCP DI-3C CG3 8 8a8s0 - -. / - - cp ~ sue`:.,., ` >` RF-11.-- \. SOB / )( YD� , /, LOT r/ I LOT i \ YD-6E 0.29 0.40 7.0 SFD r YD-6F 0.23 0.90 5.0 " / _ ' _, _--, \ r r r / r LOT 70 I YD-7 0.18 0.60 5.0 76C 15 85.23 0.56% 854.00 653.52 RCP _ 76B DIJB CG6 8 662.58 r \ _ - -+. r ' \ / A YD 7A 0.18 0.60 6.0 76A 1s 2s.az osD% es3.a2 ss327 RCP-(,_,:�:"� YD-7B 0.12 0.50 6.0 > .�.\.\S , !__rl �r LOT 7� �' 7fi DIJB CG6 4 662.67 .' - .:.-` . \ -/ o s r , r. _ / YD-7C 0.22 0.45 6.0 i - _ ...$%:�'.y.y �. _ - _ _ I ' rl �l1�4 SFDI \ �_ \ .T' \ 75 15 78.29 0.51% fi53.17 652.77 RCP .'� .'." _�_____�_ _ _ 1;..,. , .:. YD-8 0.00 0.90 $.0 74 OwB cc6 4 663.7s � � � ... , _ � ,\ \ __ _ _ __ � ' -- / r , / � \ ' � '� ' YD-8A 0.04 0.60 5.0 73 30 55.96 0.57%. 652.67 652.35 RCP I " ..` \� ".,� �I,) / - _. -. _ _ _ �:�' , I' _ , , , \ i YD-8B 0.07 0.60 5.0 72B DF3B CG3 6 883.00 �' ' ' -- - _ ��8�� \ - _.._ ^ ^ RF-SA, ,��i YD-9 0.11 0.60 6.0 72A 30 50.84 0.63% 652.25 651.93 RCP --T ... .. \" .: `.._ �� - -_ - ' r r/ LOT 77, .i.„ �.. r , \ 7z DIJB cG6 RO SEDYARDDRAINSYSTEM' i'•, YD-9A 0.11 0.60 6.0 .'S. 1\. •. \ r.:-:-- - , t - , r, _ YD-10 0.08 0.60 6.0 71 30 172.96 0.52% 651.83 650.93 RCP " I - - \.\ \ \ , - ,+? /_.' ,.,,wa f D-7 \ L'0�78 / \^ T~ r,, ^� .�..\'. , , ,r..�� \ ,:.� / i y., _ SFD � L0779 rd YD-10A 0.08 0.60 6.0 70F DIJB CG6 6 6fi3.75 - s \Z\ I _ - - -\`- --- - \ \�, t ., t r,_.. r T �- > -sus_ -_ 70E 30 32.89 0.70% 850.83 650.80 RCP - - - - - , - - \ i \ �', \.':. � , -1. y , y �,. / � f' ' , ' ' � �� \. / / , YD-11 0.20 0.50 6.0 ` IUD DIJB CG3 6 663.67 " I - - - -�- . \ ' .\ �. i' • { \ ':� \ \ \* s \ /r; , ( 4(♦ r \ , C : �.:.:.:. \ ' >` \� / r f 'i y -\- / I LOT 80 \ YD-IlA 0.12 0.50 6.0 70C 30 7ssa oso% s5oso ss010 RCP I ' - / \}- I- \\ ��,;� � �� , ♦ YD-I1B 0.14 0.50 6.0 70 DI-3C CG3 6 662.83 �6 - / - 1 \ •. T /. \ 1\ s .'� r' ,F, %\ , tU , , _ Tj"r 69 30 47.27 0.68% 650.00 649.68 RCP \�. \ a �\ , l , A f•• : E° _L ♦ , % , / � r JJ� J � 1 : Y`� � � YD-1IC 0.10 0.50 6.0 -, ' 7� ` "l-.,� `-� YD-12 0.23 0.40 6.0 \ 4oa DIJB cG6 a ss3.n �\ II : �_::::. .\.'.' \ \ \`\ \", r 7 • r;- d / s>i�F� _ ! ' C ' r :7 r _ ,� _ YD-12A 0.18 0.45 6.0 eon 30 �.as osz% 64sse 649.00 RCP _ �\ A .'.A. -.A:':-:-:'..tEXISTING STORM WATER , ^?-,' f/�/t..% �I a 'r I ' i Q ( r ;' �r!, -_ _ LOT 81 � FD /f YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. in.) (in.) LENGTH• (g,) SLOPE(%) INVERT IN INVERT OUT MA L AL INLET TYPE RIM ELEVATION YD6E 18' Yard Inlet 671.33 12 92.75 1.08% 668,50 667.50 HOPE YD-SD 18• Vard Inlet 670.33 12 79.25 1.89% 667.50 666.00 HOPE YID -SC 18' Yard Inlet 66R50 12 94,67 8.45% 666.00 658.00 HOPE YD6B 18' Yard Inlet 662.00 12 %08 6.48% 658,00 654.17 HOPE YD6A 18' Yard Inlet 658.67 12 73.42 1.59% 654.17 653.00 HOPE YDs t2' Cleanout 658.67 12 28.67 1.74% 653.00 652.50 HOPE YD6F 18"Yard Inlet 657.67 12 4&00 1.09% 654,67 654.17 HOPE RF-1A 8" Geanout 871.83 8 171.85 2.33% 669.17 665.17 HOPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA, (in.) LENGTH* (g.) SLOPE(%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION YD-7B 18' Yard Inlet 670.67 12 97.04 1.03% 667.67 666.67 HOPE YO-7A 18' Yard Inlet 669.67 12 94.83 2.11% 666.67 664.67 HOPE YD-7 12' Cleanout 669.17 12 12.92 2.63% 664.67 664.33 HOPE YD-7C 18' Yard Inlet 671.00 12 107.11 1.246 668.00 666S7 HOPE YD6B 18' Yard Inlet 677DO 12 48.77 4.10% 874.00 672.00 HDPE VD64 t8' YaN Inlet 676.00 12 65.30 14,55% 672,00 662.50 HOPE vD6 1z' Geanout 66s.so 12 5.21 9.60% 662.50 B62.00 HDPE YD-9A 18' Yard Inlet 660 50 12 112.05 2.68% 657.50 654.50 HOPE VD-9 18'Yard Inlet 65775 t2 12.53 1.36% 654.50 654.33 HDPE YD-10A t8" Yard Inlet 664.83 12 87.95 2.69% 680.83 659.00 HDPE YD-10 18'Yant Inlet 663.17 12 1T88 0.84% 659.00 658.85 HOPE YD-11C 18' Yard Inlet 676.00 12 72.32 1.38% 67300 672.00 HOPE VO-11B 18'Yard Inlet 676.00 12 6219 1.07% 672.00 871.33 HOPE VD-11A 18'Yard Inlet 675.00 12 62.79 0.92% 671,33 670.75 HOPE YD-11 18"Yard Inlet 674.00 12 74.22 1.01% 670.75 670.00 HOPE YD-12B 18' Vard Inlet 886.Do 12 95.00 2.11% 883.00 681.00 HDPE VD-12A 18' Yard Inlet 684.00 12 66.67 7.28% 681.00 676.00 HOPE VD-12 18' Yard Inlet sao.0o 12 30.33 3.55% 676.00 674.92 HDPE RF-2 8" Cleanout 671.00 8 124.22 1.67% 663.75 664.67 HOPE RFJ 8" Cleanout fi71.o0 8 93.88 2.22% 666.75 664.87 HDPE RF-4A B" Cleanout 670.67 8 100.64 1.41% 6fi6.42 665.00 HDPE RFd 8" Cleanou[ 659.25 8 14.23 1.76% 665.00 664.75 HOPE RF-4B 8" Cleenout 658.67 8 57.34 1.17% 685.67 665.00 HOPE RFSA 8" Geanout 670.17 8 160.06 1.87% 667.17 684.50 HDPE RF6 8" Cleanout 66T50 8 31,91 9.40% 664.50 661.50 HOPE RF6A 8 Cleanout 667.67 8 106.35 1,57% 664.67 663.00 HOPE RF6 8 CleanoDt 666.50 8 5.00 10.00% 683.00 B62.50 H)PE RF6B 8" Claa,a S 8.50 8 107.90 0,93% 664,50 663,50 HOPE RF-7 8 CImnara 887.33 8 105.56 1.73% fi64.33 6fi2.50 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH' (ft) INVERT IN INVERT OUT MA L qL INLET NPE RIM ELEVATI(RF6 8"Cleanout 668.67 8 10&76685.67 662.50 HOPE MSLOPE(%) RF43 8"Cleanout 675.67 8 94.W872.67 672.00 HOP E RF-10A a" Cleanout 667.00 8 10.93 2.73% 662.75 659.75 HOPE RF-10 8" cleanmt 654.00 YK•➢WrA;aKW-3 10112K IRr�ee��xi+�rR%I 12/ 14/22�� SSIONAL E�G� F Z , W O RF-11A 8" Cleanou[ 684.00 8 113.63 1.10% 660.00 658.75 HOPE RF-11 8" Cleanout 663.50 8 1T00 2.94% 658.75 658.25 HOPE z Z Z f Z RF-12A 8" Cleanou[ 664.25 8 126.07 O.s9% 6E0.00 658.75 HDPE RF-12 8" Cleanou[ 664.25 7 ` O �� VJ W z Q r�-i U� w z Q J [� Ln ~ g d Z LL�-QU) J co L O z N d F- z g 0- (� Z Z W Z w Q J lb p M E Z g L (n Q Z l�L � O V W U- (Fn W W m Q ? (n (Z7 0 g d W (n J Q Z LL *t, F- Z W Q W Q Z g CL W (n O (ten (~/1 ~ 8 19.16 2.61% 658.75 658.25 HOPE RF-13A 8" Cleanou[ 664.25 8 105,56 0.94% 660.00 659.00 HOPE RF-13 8" Cleanout 664.00 8 21.48 2.33% 659.00 658.50 HOPE RF-14A 8" ClmnoDt 668.50 8 t00.o1 27596 664.50 66175 HOPE RF-14 8" Cleanout 667.00 8 45.77 4.92% 661.75 659.50 HOPE RF-14B 8" Cleanout 666.00 8 117.78 1,06% 663,00 66175 HOPE RF-15A 8" Cleanout 666.50 8 139.34 261% 662.25 658.75 HOPE RF-15 8" Cleanout 663.00 8 23.78 2.10% 658.75 658.25 HOPE RF-18A 8" Cleanow 673DO 8 t37.55 4,73% 668,75 662.25 HOPE RF-16 8" cimnout 666.50 8 70.07 345% 66225 659.83 HDPE RF-17A 8" Cleanout 667.17 8 80.84 1.14% 662.92 662.00 HOPE RF-17 8" Cleanout 666,25 W < Q N N 7 O O N N O N O N N O N 00 CD N N cD O tV N 7 H 8 14.20 3.52% 662.00 661.50 HOPE RF-18A 8" Cleanout 669.00 8 105.14 1.35% 664.75 663.33 HDPE RF-18 8" Cleanout 667.58 8 11.24 2.94% 6fi3.33 663.00 HDPE 0 TT V! Ir �y� �' / co T N �F o 01 ;T 1 N Wm- N N .. 7 w J \ ///'� y J L9 1 1 1 L Q z LU 2: L Lu Lu / n RF-19A 8" Cleanout 66750 8 118.19 1.06% 663.25 662.00 HOPE RF-19 8" Cleanout �7.00 8 19.05 2.62% 662,00 661.50 HOPE RF-2DA 8" CWnoul 668. 75 8 121.06 0.76% 664.50 663.58 HDPE RF-20 8" Cleanout 667. B3 8 10.75 5.40% 663.58 663.00 HDPE RF-21A 8" Cleanout 677.00 8 t03.21 1.94% 672.75 670.75 HOPE RF-21 8" Cleanout 675.00 8 8.20 6.10% 670.76 670.25 HOPE RF-22B 8" Cleanout 681.00 8 129.33 1.55% 676.75 674.75 HDPE RF-22A 8" Cleanaut 619.00 8 108.83 2.53% 874.75 672.00 HOPE RF-22 8" Geanaut 676.25 8 21.50 4.85% 872.00 671.00 HDPE RF-23A 8" Cleanout 679.25 8 100.30 2.24% 676.25 674.00 HOPE RF-23 8" CAmnout 677.00 8 37.77 6.62% fi74.00 671.50 HDPE RF-24B B" Cleanaut 682.fi7 8 137.89 2.86% 879.67 676.00 HOPE RF-24A 8" Cleanout 679.00 8 126.32 2.11% 676.00 673.33 HOPE RF-24 8" Geanout 876.33 8 42.fi0 4.69% fi73.33 671.33 HDPE . 1 \' �..•..... ,." , F-- „o _ r , S YD-12B 0.11 0.55 6.0 - _MANAGEMENTFACILITY `t ''' .:/ �i 1 m_. ' o y '__- `` _ '.. _ �,� \' \\ i *,. -L�Fq 70B DI-3C CG6 10 662.83 / �, �� \ "\:' `:/.:.:. •�.. \\ , ,.. :r Qa r , \ r \ �'! \ 50 \ RF-25A 8"Cleanout 688.fi7 \ �1 \ \ "'\. ' j ` RF-1 0.00 090 5.0 / i.\.�: \ 8 82.41 4.45% 884.42 680.75 HDPE O , n 70A 15 32.6a 2.05% 656.50 s55.e3 RCP -' \`� \ �,"r-_.�,\:'..' \, ,t- 3 --- r ` 1 \ �.J \, .`\ \; r � ': o7a RF-lA 0.11 0.90 5:0 �� -� � �\ �.'�-' �\ � '\.-., RF-zs a"cleanaut sas.0o LSFD2 I RF-2 0.09 0.90 5.0 F/.,.' \s9 4o�1R6 8 102.14 5.87% 880.75 67475 HOPE ILL DRAINAGE SYSTEM r� °,:1;:•= 1 G ' A r, o , YD-6E RF-3 0.06 0.90 5.0 - 1 G N - �-. e v v'- a: - r/ ' 7zD DtaB ccs s ssa.4z :° _ --_, - .. �-` �__ L..- � a r ♦ I RF-4 0.00 0.90 5.0 �,d Q'� V%ok 125 /�_ ,r� Q 72C is 32.81 L28% 656.75 656.33 RCP _ - `„ \ t --_-_- __ - ' - _ : : __ $B �1_ 1 , ♦ '� / \V ,, _ LOT a3 RF-4A 0.05 0.90 5.0 .��O�O .',. � s -�_ \\:',I �:, '.v �. -_ I 1 :I aw: a� SFD ' •, RF-4B 0.03 0.90 5.0 �G@' :,•' / ,A''\�Tq° /s \ ��. .� -. A �S..-.'.. .:��1f: V / �_ s A , o A� l u°s". :,' I ! A e AA AF. A - V.. ..A.'.'.'.'.'.'i.'�'/• FeI' i 72F DI-3C CG6 6 663.08 'LEY VIEW COURT . ,:.., r d',. ,, v V A V � \ _ / r I RF-5 0.00 0.90 5.0 0 for s7 ^ C �•-. .A. .. ,. ,�/. \ \ \ I BARK / , .. ♦ � � 4 3 PUBLIC ROAD (54'RMr7 _ -_I ♦ , V - 72E 15 32.89 1.01% 656.33 656.00 RCP _ � \ \ \ �\ \ \ � '< s i - 2 , ° � ,' /� _ / RF SA 007 090 50 ; I LOT 98 \\ \ \ _ l`t:\\. \. - '\.�>r• � /� LOT 8a RF-6 0.00 090 5.0 `/ SFA w V / 88B DI-3C CG6 8 671.33 / / - \ \ �\ \ \ \ \ \ ^ \ \ \ I sail. L r w.j.. I , �', SFD / RF-6A 0.0$ 0.90 5.0 ' o6°eko f / \ \ \ \ \ \ r."1` _.1 1 / ,, . s ` LOT 6 / f '\ - \ \. \`s '` \ J 884 15 39.67 1.00% 664.67 664 27 RCP ' �� _i \ \ \ \ \ \ \ s \ I :'�"' ," 1 - - _ _ - ' G' / RF-6B 0.05 0.90 5.0 \ /' / / - \ \ -��, i G N 88 DI-3C CG6 6 671.33 / \ \\� \ \ \ \ .?a\\'.-.\ , li. 1-ew `s mar"s° : a..rr , ; I/ RF-7 0.05 0.90 5.0 i s4 1 A A _ - € �. �. � SFA 87 16 161.33 0.56% 664.17 668.43 RCP / �' \ A A A A ' 'v /./ RF-8 0.05 0.90 5.0 / /7f- �/ A'':,' 85 MH - - 873.00 _ _ , V , A sA A A A V A -. �.. 1 .J.. V __ - _ : LO7.8r,- , ." / // / % LOT LOT121 '� A--`.l'. `��'�.b. ''., �' ' �/: 85 24 144.88 2.07% 683.33 660.33 RCP i - - -- ' 7 " V _ _ i YD- .::. / I RF-9 0.05 0.90 5.0 / // A \V \� A V A \ : .. F SFA RF-10 0.00 0.90 5.0 1 / / / \SFA css a SFA A A V -A �• VA _ �iZ• V 84 DI3B CG6 8 m(Db A \ h C�� A AA�� \ '�-- }.�.� ' i Pk s;F • I _..� �'�� '/ -LG1T 8B LOT ss _ _ 83 24 47.03 068% 655.75 655.43 RCP - A - A A V A \ .j-:- A_ s \� V 1 "' r _ .// -_SFA _ RF-l0A 0.05 0.90 5.0 r SFA _ -�=.. A \. A A V A V •.�'.'.•.'. 'a, v :,,_ -„.II A' .< �I LOT //�----�s _ �II // '�s qLOT °r, A..IIial , 82 DI CG6 8 666.17 A ° - A - A / _ _ RF IOB O O$ O 9O S O s LOT 10� / / s mUj 81 24 26.73 0.86% 655.33 655.10 RCP ' \ \, \ \ \ \ \\\ \ \ ,. •..\.•........ \ �' r r \ _ r�� \ SFA �e :. �j/// T RF-11 0.00 0.90 5.0 /�� \ SFA �s �il-OT 119 '�:� f� It ° \ \ O \ 1 \\` \ \ \ \ \ \ ...�...... \;:,., , , 1�F-- -- YD-6 s sY-_ YD-66 - I/ v SFA LLI s0 DI3B CGs 4 665.9z //',_--- RF-11A 0.05 0.90 5.0 / \ LOT 1 - ''�•./.::. - \ \ \ .•... • ',\ 3 34 , �''., ROPOSED YARD DRAIN SYSTEMS _ _ _ ..- / 79 30 G9.19 0.58% 655.00 654.60 RCP \ \ 4 \/ RF-12 0.00 0.90 5.0 SFA / : • ssn . , r'.. n LOFA87 , "//eej/ / RF-12A 0.09 0.90 5.0 L 1\� .'./l,J�..` ° * \\°. _LL 77 30 33.26 0.75% 654.50 654.25 RCP -�- IC / / A \ \ L.-.'-.�. .t. u'� i ACE / /�/e / 'W'. �.:.'� � a,'/ / / ( RF-l3 0.00 0.90i'�:. � v/ v! II 1 'r 6� RF-13A 0.09 0.90 5.0 LOT 118 \,. /' 'i.'.'z.• .. / \ LOT 103 SFD /. • A i J i ) V�.:.:�.v A SPACE LOT 80D DIJB CGs 8 663.50 - _ - - I 1 `B 5o B9" i/ -) G^ SFA LOT 111 OT 110 RF-l4 0.00 0.90 5.0 ` SFA -_ A V V { A •A-.. , l .Y•.-.-1-. ' �.' �. 1 PROPOSED DRAINAGE DIVIDE TYP. SFA sFA �Lo RF-14A 0.05 0.90 5.0 80C 15 26.02 0.58% 658.75 658.60 RCP / �-� � r1 { { � I jA ��\ : �,• �- � � 1 ': { 1\ ssr � ) A.09 ACRES 'I S LOT 104 '-% ./ A r I BOB DI-3C CGs 8 662.92 r� 1 v I I A 1 / RF-146 O.os 0.90 5.0 SFA .. W 80A 15 118.69 oss% Bsaso ss7a3 RCP _ - _ I �/ A I )� ....�''. .. .. '`•.,. " �. �.- °!, ��... s RF-15 0.00 0.90 5.0 0� Off'' D •'!� 'A' may/- .. . . �1- I i / V I l '.•r\:'.'...:I'.•.'.'. 1 �.: 1 1;,, 1 V > r ca s �\ �•?/.s{» V LLB / T- I I /� / I A I `1� I�-'C''''' 1: _�_•:• .. �� ",,.°�,. ^ ' t� s V / / s '- .. �� RF-ISA 0.06 0.90 5.0 l ezD DI-38 ccs s !s/ u v vlC7/ZRF-16 0.00 0.90 5.0 LoD .- A 0 RF-16A 0.06 0.90 5.0 SF azc 15 zs osa% 65775 sszso RCP G aza DIJB cG6 s 66742 _ / / / l r�l "..'..�V ° V / v 1s4 RJYVI - 17 0.00 0.90 5.0 -./ RF-17A 0.05 0.90 5.0 Lor115 .' RF-18 0.00 0.90 5.0 � � SFD ' A . RF-18A 0.05 0.90 5.0 102 DI38 ccs 10 679sz -- / � / I II � V I ... \ I'. A."'. A � ';, � �� / l� �_ _ RF-19 0.00 0.90 5.0 � ,•�� .'� ! .� � / 101 15 105.29 0.69% 672.83 672.10 RCP - I { 11 1: A .::L':-:A V A : ! :: A : V vv�� / --- -- LOT -f�/! 0+ // /' / N I _ t 1 RF-19A 0.06 0.90 5.0 / i I 100 DIJB CG6 10 676.83 _ __ / \., \ \ _ \ I' .. {. {. �' +\ ° °° \ a \ \� \ \ \ SFD / /.'.6,5 ` / / / U . �.' ",.-.': \ . M �� / - /. RF-20 0.00 0.90 5.0Lu 99 , , ,, 1 ..�..1 . i.T.'. `has \ � � _ - � � / . l�w�n. / 15 65.8G 1.37% 672.00 671.10 RCP 98 DIJB CG6 8 676.00 \ , \ i .. . \. . \. /' \ 3 \\ , \ \�.. FFE ss �� \ - rI - , / ' . �' 0 J W ,.,� :' \ \' � .�� . \ .., \\ \\ \\ '.. � �� e\ - -, _ I RF�21 000 0.90 5.0 I, LOT 113\`s ,//.'F. .i .`� ?"// i / // / ' � W 97 15 53.46 0.75% 671.00 670.80 RCP �_ !ti T_TTC C5U AIT Pj i. \ S .'.. �'\\ \ �(E" --- ��I \ SFD / ., _ \s 11Y1 \..J _tiLL: �•. \�.\....... •'� \ \\\\Fad a �\ sess:>ms sszQ\ `� -- -- RF-21A 0.05 0.90 5.0 L /i i/ / // I 2' 96 DI-3C CG6 8 675.50 ] °° 1 F _ - - ':d' ` / in 95 18 20.19 U.75% 670.50 670.35 RCP --- I / \• '� �' \ .- \\ `�n// _ - - - _ RF-22 0.00 0.90 5.0 o 30'`. 1¢o I_- .:.:.:...t. '.�.:' zany \ \\\�\�- �,r• / _ _ ----- -- -. ORE •.'/ / // / / // / �, B NO. 94 DIJB CG6 8 fi7s.67 _ - - _ \ a ... l'.'.'{'. .\.'.. .. \\ \\\\ �� 7� / E „'.,e T - _ -- ® - - _ RF-22A 0.06 0.90 5 0 _ _ f1. J </ / . ........ .. a-- _ .$PAGE- ES 93 18 92.73 1.15% 670.25 669.18 RCP �A V�?<AAV "s / /�/ - - ti�3' •''% -'// / / / / / / / < �- ' --'V" \VA J - RF-22B 0.06 0.90 5 0 szB DI38 cG6 a 67a.oe .......:-:-. .-. vv1 _ FFE.�E a // /-- �sv - - .�AVR / / 1 _ .... _. .. .. A:::_ r'r.:::::\ v v'� RF-23 0.00 0.90 5.0 -�•[.� �¢ / 1 �12066 saA 18 23.91 0.96% 669.03 668.85 RCP - A 1 �. ....�.. ...v.. .:° �.:� ...� vv vvv s / / amass RF 23A 0 OS 9 5 0 �V I X -ss ° / , / / SCALE 92 Dtac CG6 6 674.00 !/ ( IN FEIE'[� 'i - � � I /1 4 .'� j / // 1 u t / 91 18 36.45 1.15% 668.75 668.33 RCP , / is 1 - 60 )t.� \ L' •. r.'.r .\. \ " h ��\ X \ \ F FFE.r,E>., �- - - > I .: / / / / / \ \.. \ .F ', / Y / 24 0.00 0.90 5.0 esa. _ - / _ 90a DIJB cG6 12 674.75 -' /, V I .. ) - . >,. vv vvvv �a \ RF-24A 0.06 0.90 5.0 °se / son 18 39.80 1.26% 6137.75 667.25 RCP .. �.:.:.'.'.-,i ... '� ,� �,. v v� =3-s, - RF-24B 0.06 0.90 5.0 Sam 5 \ - / � � I' � ° �� sus -tc � / --- i �_ SHEET N0. 90 DIJB CGs 10 fi74.75 / 1 \ ` \ 'L. / - 14 RF-25 0.00 0.90 5.0 L' .' v v i 89 24 Z7.97 1.18% 867.00 686.87 RCP .\ ... \ \ \ ae \ z� _ _ 1g F FFF� m {�' '.t.'.\.'.I'.'.-1'.... \ �. 1 . \ \ \ \ \Y / .sm ,-M_ _/ RF-25A 0.05 0.90 5.0 .' . / / -I FE4g61 r Dx'ba Swrm Year= 10 ��=�M=MMMWMMM��Mmmm�mm Design Year. 10 f9oj.t: Ulenbroo1,211 lobo: ll2 Prepared by: AML, PE --j - oALTH F I�� SCOTT R. LTINS Lic. No. 035791 � °p 12/14/22 4 0� �SSIONAL E�Ol Z W z F d ��z�Ig LLI z 0 i Q r_ z m Z g W W Z U- Q k f m Z g d U J Z L, W f U Z Z g (D .Z-I a f W (7 W OC 0 Q r m 0 M Z g W F (n J Z lL Z 0 < 0 IZ-I O Q 0 1J U W o (n W W 0 F 0 0- W Z Q) Of 3 1 t Q Z LL � Z W z w Q Z W .~-I In Z U) m � • LLI Q 0 N N O 7 O N N � N O N N � N W O N N � O .\-I .--I N N � .�-I N '-I r ~ M M N co I WN M N N a w J J r�^^ v! W T Q C-) Y w U I Z (w I L J Nw LL Q V O UN z W C G 0 z W Q z Q J ^ 0- W � i--i H� i--i W 2 cn J J �� '� O co U W W J •� �� d `/ V / z O - Q 1V1 w Q z Q /�/ LL in Ll_I W n �� 1�B N�. 112066 SCALE N/A SHEET NO. zg III r :. II . I I i I I I II ��________�__�oo III ®�� II �®� I III III ��_-_________-- mom_______®��o_�m�� ®gym' � '®m®=_=_________-� II 11 1, I I I. ®-________-__ I I �� III mw 111 II I ..•I I I • 11 I II:•. II I ©-_______MM� ' I III ®' III I I mm I' .® ...®I I I I: o�_______ STRUCTURE DRAMAGE D M FLOW TYPE MIST TYPE AREA i FT ) PEREv1E1'ER. PT A (ACM) C I INMR Q CPS 54D DI-7 6.00 I2.80 2.89 0.40 4.00 4.62 2.9 WEIRFLOW 54D DI-7 6.00 12.80 2.89 0.40 6.50 7.51 4.0 ORIFICE FLOW 54D DI-7-50%cogged 3.00 6.40 2.89 0.40 4.00 4.62 4.0 ORIFICE FLOW 54D DI-7-60%cogged 3.00 6.40 2.89 0.40 6.50 7.51 4.0 ORIFICE FLOW 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 Coeficient, n is 0.013 Inlet Hydrology Curb and Gu INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 iNhr for spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gu INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 iNhr for spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a � < ti ti d 'oo v; . y 3 � E lert o.os a6o o.oa0 a1z o.Do o.1z acorn o.oz90 2.D a.o633 a.1e50 dad ' M 0.0] O60 0.062 0.1] 000 0.1] 0.0010 0.0200 20 O.%33 4.1650 5.28 38 3C 8.0 corrtinetl fbw 03 0.06 0.121 2]] left 0.11 0]0 0.0]] 0.31 0.00 031 D0010 0.0200 2.0 DOB33 4.16s0 8.80 dgM 0.11 0]0 0.0]] 0.31 0.00 0.31 0.0010 0.0200 2.0 0.0833 4.1850 660 44D 3C 8.0 cwrbinetltbw, 0.8 Mazlmum allowable apaatl=]' left 0.18 0.55 0.088 0.35 0.00 035 00010 O.M00 2.0 0.0833 4.1850 69d ri M g 0.16 0.55 a.Dn 0.31 0.00 D31 00010 0.0200 2.0 0.0833 4.1650 8.80 49F 3C 8.0 car6inetltlex 0] 0.08 0.185 9.29 Maximum allowablea aatl=]' P left 0.09 0.]5 0.088 0.2] 0.00 0.2] 00010 0.0200 2.0 0.0833 4.1850 629 right 0.08 0]5 0.060 0.24 0.00 024 00010 0.0'100 2.0 00833 4.1850 6.01 50 3C 8.0 coabinatlfbw 0.5 DO] 0.is6 3.5] Maximum allowable speatl •8.25 left 0.06 0]5 0.045 0.18 0.00 0.18 0.0010 0.@00 2.0 0.0833 9.1850 6d0 right 0.0] 0]5 0.053 0.21 0.00 021 00010 0, On 2.0 0.0833 4.1850 Sn 50B 3C AO corrbinetlfbw 04 0% 0.130 Maximum allowable speed =8.25' left 0.20 O.fiO 0.120 D68 0.00 D48 D0010 0.0200 2.0 0.0833 4.1650 ).80 dgM 0.30 0.60 0.180 0.]2 0.00 On 0.0010 0.@00 2.0 0.0833 4.1850 8.06 54 3C 10.0 coelEinetlfbw 1.2 0.11 D.248 5.69 Mazlmum allowable apaatl=l2' left 0.19 O80 0.152 0.61 0.00 0.61 0.0010 0.0200 2.0 00833 4.1650 ab2 n M 9 0.1] 0:80 0.138 0.50 0.00 D54 0.0010 0.0200 2.0 D0833 4.1650 6.1T 54B 3C t0.0 combinetlfbw 12 0.11 0.2d2 553 Maximum allowable apaatl=l2' left 0.06 045 0.02] 0.11 0.00 011 n0010 O.M00 2.0 00833 4.1850 0.!8 n9M 0.08 D45 0.03fi 0.14 0.00 0.14 D0010 0.0200 2.0 0.0833 4.16s0 0.9] 82 3C AO c0mbinetlfbw 0.3 0.05 0.111 2.53 Muimum allowable speatl •]' left 0.09 0.]5 0.088 0.2] 0.00 02] n0010 0.0200 2.0 0.0833 4.1850 6.29 right 005 0]5 0.038 0.15 0.00 0.15 n0010 0.0300 2.0 00833 4.1850 SO/ ]0 3C 8.0 combined! flow 0.4 0.0] 0.is5 3.5fi Maximum allowables aatl •8.2T P oft 0.18 0.]0 0.112 0.45 0.00 0.45 00010 0.0200 2.0 0.0833 4.1850 ].BO d M 9 0.f0 0]0 0.0]0 0.28 0.00 028 B0010 0.0200 2.0 0.0833 4.1850 6.3T ]OB 3C 10.0 coelEinetlfbw 0] 008 0.1]8 4.08 Maxim um allowable speatl =8.2S left 0.11 Dfi0 fi O.O"10 0.2fi 0.00 0.28 D0010 0.@00 2.0 0.0833 4.1650 8.33 right 0.11 0.80 0.088 0.28 0.00 0.26 00010 0.@00 2.0 0.0833 4.1850 6.23 nB 3C 6.0 conbinetlfbw, 0.5 0.08 0.181 4.15 Maximum allowable speed =8.26' left 008 0]5 0.080 0.24 0.00 024 0.0010 0.0200 2.0 0.0833 4.1850 8.01 next 0.08 0]5 0.00.5 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0833 4.1650 5.l0 nF 3C 8.0 conbinetltbw, 0.4 0.0] 0.155 3.58 Maximum allowable apaatl =8.26' left 0.08 0.80 0.048 0.19 0.00 0.1B 0.0200 0.0200 2.0 0.0833 4.1850 3.16 right 006 O80 0.0a8 0.19 0.00 0.19 0.0200 0.0200 2.0 0.0833 4.1850 3.15 ]BD 3C 6.0 cmrbinedfbw 0.4 0.08 0.129 2.% Maximum allowable speatl •12' left 0.02 0.85 0.01] 0.0] 0.00 00] 0.0010 0.0200 2.0 0.0833 4.1850 Alb right 0.0] 085 0.060 0.24 0.00 024 00010 0.0200 2.0 0.0833 4.1850 5.99 BOB 3C a0 corltinatlfbw 0.3 005 0.111 2.54 Maximum allowable speatl H2' left 0.02 0.]0 0.014 0.06 0.00 0.% 00010 0.0200 2.0 0.0833 4.1850 A46 right 0.10 0.70 0.070 0.28 0.00 0.28 00010 0.0200 2.0 0.0833 4.1850 69] 88 3C 8.0 corrbinetlfbw 03 Maximum allowable speatl •1Y It 0.19 0.60 0.114 Ddfi 0.00 046 n0010 O.W00 2.0 0.0833 4.1650 7.85 dgM 0.18 0.80 0.0% 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0833 4.1650 ].1T BBB 3C B.0 conbinetlfbw, 0.8 0.10 0.218 4.% Maximum allowable apaatl=l2' left OOd 065 0026 0.10 0.00 D10 00200 00200 20 00200 1.0000 2.51 right DOS O65 0033 0.13 0.00 0.13 0.0200 00200 2.0 OD200 1.0000 272 92 3C 6.0 combinedfbw 0.2 0.05 0.105 2.41 Maximum allowablespeatl=5' left 1.12 0.60 O.On 0.29 0.00 029 0.0010 0.0200 2.0 00833 4.1850 6.44 ngM D03 D60 0.018 O.W 0.00 00] 00010 0.@00 2.0 00833 4.1650 3.83 96 3C 8.0 conbinedfbw 0.4 008 0.124 2.83 Maximum allowable apaatl •]' STRUCTURE DRAMAGE D (IN) FLOW TVPE MLEf TYPE ARE4 (FT') PFWMEPER (FT) A (ACRES) C 1 (INMR) Q (CP6) YD-6A IB"Nybplast Yard Wet 0.59 30.25 0.15 0.45 4.00 0.270 0.25 WEIR FLOW YD-6A I6"Nybplast Yard Inlet 0.59 30.25 0.15 0.45 6.50 0.439 0.34 WEIR FLOW YD-6A IH"Nyloplast Yard lnkf-50%cogged 0.30 15.13 0.15 0.45 4.00 0.270 0.39 WEIR FLOW YD-6A IH"Nyloplast Yard Inlet-50%cogged 0.30 15.73 0.15 0.45 6.50 0.439 0.92 WEIR FLAW Y66B 18"Nybplast Yard loot O.S9 30.25 0.14 0.45 4.00 0.252 0.24 WEIR FLOW YD-bB 18"Nybplast Yard loot 0.59 30.25 0.14 0.45 6.50 0.4I0 0.33 WEIRFLOW YR6B 18"Nybplas[Yard lnlef-50%cogged 0.30 15.13 0.14 0.45 4.00 0.252 0.38 WEIR FLOW YR6B 18"Nybplas[Yard Inlet-50%cbg�d 0.30 15.13 0.14 0.45 6.50 OAIO 0.80 WI�t FLAW 18"Nybplas[Yard lnL-t 0.59 30.25 O.11 0.45 4.00 0.198 0.20 WI�tFIAW t.......18"NyloplastYardInlet-SO%cogged EYDIC 0.30 15.13 O.11 0.45 4.00 0.198 0.32 WEDLFLOW 18"Nyloplas[Yazd lnle[>SO%cogged 0.30 ]5.13 O.11 0.45 6.50 0.322 0.49 WEDL FLOW YA6D 18"Nybplas[Yard Inlet 0.59 30.25 0.09 0.30 4.00 0.108 0.13 WEDL FLOW YA6D 18"Nybplest Yard Inlet 0.59 3Q25 0.09 0.30 6.50 0.176 0.19 WEIR FLOW YA6D 18"Nyloplest Yard lnlef-50%cogged 0.30 15.13 0.09 0.30 4.00 0.108 0.21 WEIR FLOW YA6D 18"Nyloplest INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd GENERAL CONSTRUCTION NOTES FOR STREETS: Table 4: Pavement Design (VDOT Pavement Design Guide) _ 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR 1IL � NTH F J� MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. pavement Design,T°T'�°� 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS w,°r FSMT ,°.°„ " m PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A RF= 1.0 SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp - SCOTT R. LINS Z ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. ADT J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO Lic. No. 035791 Park Ridge Drive 4000 0 4000 5 5 19.25 SM-12.5 3 2.25 BM-25 5 2.I5 21B 9 0.6 22.90 a,'i i ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. ArboLda Drive 1C00 0 ]000 5 5 14.43 SM-9.5 2 2.25 BM-25 3 2.15 21A 8 0.6 15.75 _ p �' A¢ 12/14/22 �4 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT Barkley View Court 57 0 57 5 5 4.46 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 - � - - - G THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE m ss � COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET Meyers Way 1C3 0 103 5 5 6.52 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 \ '° ZONAL E OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO Humboldt Street 3C8 0 308 5 5 10.33 SM-9.5 2 2.25 BM-25 I 2.15 21A 7 0.6 10.85SEVEN (7) \ r r J 5. WHERE URBANE CROSS SECTIONS ARE INSTALLED, ALL RESIDENTAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). Anlee Road 469 0 469 5 5 11.79 SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. LeehamStreet 350 0 350 5 5 10.77 SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 ° �1 / / O Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. Leeham Court 132 0 132 5 5 7.38 SM-9.5 2 2.25 BM-25 I 2.15 21A 7 0.6 10.85 _TAR_ a u.V 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS Hastings Court 133 0 133 5 5 7.41 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 w PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 0 m wr„ G T" mrm �mn mrm ... eCR'� C) O 9. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UN/FORM TRAFFIC CONTROL DEVICES Note: Contractor to bore any existing pavement being utilized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are met and m,,, _ °°o�F, O z AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. ; qR F' �i u 10. TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF are in accordance with theirstandards. OCR O z _ o z O THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. PAVEMENT DESIGN NOTES: w °"uMBOLorsrREEr \ 0 z PUBLIC ROADS >. ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. °r,°A,w g if. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR <m °P,VATFR°A z. A z BINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC. "` 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL � °_.. a O THE SM-12. A MAX LIFT THICKNESS IS 2", THE ADDITIONAL LIFTS MUST BE PLACED I YEAR APART PER w=• z TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 3' S I ,°." " '" \ i J � z w z 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR APPENDIX III OF THE 2o18 VDOT PAVEMENT DESIGN GUIDE. m„ m ¢ ¢ r w COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION 5' (MIN) mb \ "" ' ` ` z k k a o z PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. \ � � � w PROPOSED 1" SM-9.5 - - - / ° a SURFACE COURSE �b �" .. ,....o<a\.. ' , -.. voeKcelonoESDaIwE. ,�-, M M cL w ¢ I I °. s \ \ \ PROPOSED V V V V \ \ \ V V V V \ C7 / / / / i ILIA Z ROAD NOTES.- EXISTING PAVEMENT l tY GRADING PROPosEo�.f�.�, viv viviviv/`v /� , ti o >QQ COMPACTED STONE BASE `°"° `°'" eUri 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE WRGINIA DEPARTMENT OF // //\//\//\//\// // // // // // /j //\/j EXISTING STONE sue -BASE ` MCYE "F,SFREEr �� w w w w \\i\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�\ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\�\ ueo•. RS WAY ,. .o,. SMp .'�^ .m, / Z Z IY F F TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. COMPACTED SUB -GRADE \//�//\//\//\//\//\//\//\//\//\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ � _ "UAors, � O p ¢ � 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY \/\\ \\ \ \;\\ \\ \\ COMPACTED SUB -GRADE �u g z g g p p WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. CONCRETE O a ¢ a LOT 74 scD ,--, ICJ F J Z J. ALL GROWTH OF TREES AND VEGETA170N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND NO SCALE I �„ ", SRO �// ... ¢k VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 6' ASPHALT PAVING -MILL &OVERLAY m; �••� w ED W w " ,°.,. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. --- _ "� Qa ¢ DRAINAGE PROPOSED �/' // \\i\\i\\i\\i\\i` NO SCALE _ / > z_ z_ m °,., ,°. LSLID LL LL ¢ 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT /\\/\//\\/ /\\//\\//\\//\\//' �" W m Z Ln 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS PROPOSED 6" 21 \// j /j /j/ PROPOSED 1.5" SM-9.5 \ �/ INDICATE. COMPACTED STONE BAS \/\\j/\//\//\//\// // // // // // // //\\j/\ SURFACE COURSE ..... Tim u1 y J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN COMPACTED sub-cRADE�\\ \ \j\//\j\/\/\ j\/\//\ \; \ PROPOSED 3" BM-25 ` OT>6 O (15) INCHES AND SHALL BE PLACED IN ACCORDANCE Wl7H THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS INTERMEDIATE COURSE \ o sFo Z w OTHERWISE NOTED ON PLANS PROPOSED 6" 21-A 1 - g Z PEDESTRIAN PATH WAY (CONCRETE PATH WAY) BASE COURSE LID 3 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALLF a EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. NO SCALE COMPACTED SUB -GRADE /\\//\//\//\//\//\//\/\/'' /'✓/ // // // //\// "' ' \ ,°. i LOT TT w PAVEMENT NVERT LINE \\///\//\\//\\//// \ \\\\\/\\\/i\\i`\ \ m SFD FACE OF CURB\�\\�\ 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE ;:: / SOO / LOT z SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD ASPHALT PAVING - PUBLIC ROADS ° �V�\s j m" JF LL z OF CORRECTION. 1' a" R NO SCALE 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, ll, OR III V-6" R PRIOR TO PLACING AGGREGATE BASE. PROPOSED 1.5" SM-9.5 V� �� ,` / ' % N N N N N 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE d SURFACE COURSE \ W N N N N N COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 PROPOSED 1" BM-25 \ i H v o o rn v DAYS THE PUGMILL REQUIREMENT WILL APPLY. 1 a a INTERMEDIATE COURSE \ `'' ` . / / N 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. ° ° a a PROPOSED 8" 21-A' 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPAC7ON BEFORE SURFACE TREATMENT IS APPLIED. ° ° BASE COURSE 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT PRIME COAT RC-250 ® 0.3 GAL. SQ. YD.. \\%\\ \\%\\ \\ ( / ) ///////✓ ////// COMPACTED SUB GRADE / / / / / /\/. / / / / /\/ � � �'�'�' 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS "'' ' _ 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR lz z4�-1 - \ `- I' 44 -i BARKLEV VIEW COURT S TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY, ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY �' \ }� PUBLIC ROAD(54' RIM BUILDER'S OPTION: AREA MAY BE CONCRETE. ASPHALT PAVING - PRIVATE ALLEYS - �\ `, ,''� dkF PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. BOTTOM OF CURB MAY FOLLOW SLOPE OF ROLL TOP CURB SUB -BASE PROVIDED A MINIMUM DEPTH NO SCALE OF 7 INCHES IS MAINTAINED. °\\ I� >I9 / aFo ALBEMARLE COUNTY No SCALE v � o " Z GENERAL CONSTRUCTION NOTES PROPOSED 2" SM-9.5 PROPOSED 2" sM-ss op I LOT 66 w SURFACE COURSE SURFACE COURSE - \ o� SEA M 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT. 7N/S PLAN AS DRAWN MAY NOT ACCURATELY LOTfi6 /�� (VDOT). VJ SA REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. PROPOSED 6" 21-A/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ PROPOSED 8" 21-A/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ TRIP GENERATION CALCULATIONS CV 0 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS BASE COURSE\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\j/\\j/\\j/\\j/\\j/\\j/\\j` BASE COURSE//////\/////////////////;/j\//////////////\//// OTHERWISE NOTED. /\\ \\/\\/\\/\\/\\ \\/ \/\\/\\/\\/\\ \ / COMPACTED SUB -GRADE \\,\\\\\\\\\\\\\\\\\\ \\•\\\i\\ \\`\ SCALE: i =Too \ LOT8T J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND COMPACTED SUB -GRADE \/// / \i\/,\r //\/// /• /\ sFA SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER CONSTRUCTION. M w 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. _ ASPHALT PAVING - EMERGENCY ACCESS ROAD TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL "` / OPEN SPACE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ASPHALT PAVING DRIVEWAY m~ m' o.osAcftEs ( ) NO SCALE (3.o I H EDITION) N ARE TO BE ACHIEVED. NO SCALE - 20 SINGLE FAMILY DETACHED UNITS (CODE 210) 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, CD IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE ioo SINGLE FAMILY ATTACHED UNITS (CODE 230) 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES PROPOSED TO BE STATE MAINTAINED: 20 MULTI -FAMILY APARTMENT UNITS (CODE 230) 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY 29 i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ( TOTAL ADT: 1,067 VPD (534 ENTER/ 534 EXIT) CFR PART 1926). INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING TOTAL AM PEAK: 70 VPH (i7 ENTER/ 53 EXIT) \ "" Q COVERED. TOTAL PM PEAK: 8 VPH ENTER 2 EXIT iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF 7 (55 /3 ) \ MULCHAORWOOD `:" - x:.' �M?--.-^'•'.-. ROADBED BASE MATERIALS. `:iITT 2" STONE DUST /� /� / /�/ //�/ iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL Z W w / BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. J NOTES: COMPACTED v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED J H 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. SUBGRADE PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY \ 2. STREET WIDTHS SHALLBEIN RESACCORDANCE WITH OALLOALBEMARLE COUNTY E GREENWAY PEDESTRIAN TRAIL FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS I G/t POINT OF I I CIt POINT OF I co SHEET �% 1 STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE R/W cc-z FINISHED GRADE C R R� R� FINISHED GRADE R� co J WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE NOTES: NO SCALE POSSIBLE. URB CUR SHEET 3 FOR NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY. i, THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE "PRIMITIVE vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF ROLL TOP CURB ROLL TOP CURB LL] TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION T.H. THE FINAL INSPECTION. 1/°�1/a� 1 1/a 1 L9 1. THE EXACT LOCATION OFTHE PROPOSED EQUESTRIAN TRAILSHALL BE FIELD DETERMINED WITH vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH �P �°°°°"' �P �°°o'� ~ ~� REGARD FOR THE EXISTING NATURAL FEATURES. ° H ~� OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 4S�f ° ° 4•,�}pAor � 4S�f ° ° ° 4 ,,}}ASpoT `• �� LLI 3. THE TRAIL SHALL BESMIN.INWIDTH WITH ASURFACE OF3-4"HARDWOOD MULCH OR2"STONE viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL SASE sfiMr JADE sfbs O Q DUST. 2" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. L5' zu 10' IO, BASE 1.5' 2' 3' zu 10' 10• BASE 3" _ J TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING 0.5 (TRAVEL LANE) (TRAVEL LANE) 5' (TRAVEL LANE) (TRAVEL LANE) w ELIGIBLE FOR STATE MAINTENANCE. 20' F/C-F/c 20' E/P-E/P s 24' PRIVATE ALLEY 30' PRIVATE ROAD R/W NOTE: PROPOSED LANDSCAPING TO TYPICAL PRIVATE ALLEY SECTION - 24' PRIVATE ALLEY = Q UTILIZE OUTER 3' OF PLANTING STRIP TYPICAL PRIVATE STREET SECTION - 30 PRIVATE ROAD V / PER 3' CLEAR ZONE REQUIREMENT G� I ANLEE ROAD (STA. 10t00-11*50) - PRIVATE ALLEY BUMBOLDT STREET (=A. »t00 13t92� - PRIVATE ROAD - U 2 LU 15 MPH DESIGN SPEED 15 MPH DESIGN SPEED c& G POINT OF & G NOT TO SCALE 4' CONCRETE 3. CURB &GUTTER FINISHED GRADE CURB &GUTTER j• 4' CONCRETE � I I I NOT TO SCALE SIDEWALK GEAR ZONE =I LEAR ZONE SIDEWALK ` .%1 2 I-2 1 IC' I 3,1 \ R/W CC-6 POINT OF C/L R/%' O EXIST, GROUND 2' R ' -I SURFACE j j EXIST. GROLW CURB & GUTTER FINISHED GRADE w U 3 _ _ 2X 2X ?� / " ROLE TOP CURB 6. PLANTING :',. ..-. I/4"1. i 4 1 Q� POINT OF STRIP 6' PLANTING R/W FINISHED GRADE R� 4" VDOT 21A 4" UD-4 UND DRAIN" 9r0 euN° `" °°O� -' • 4' WOT 4" U , :i STRIP 4" VDOT 21A STONE BASE TONE UNDERORAI BASE SUBBASE .4 T • STONE BASE 4" ROLL TOP CURB ROLL TOP CURB R/W CA POINT D CG-6 R CIO ~� EXIST GROUND 5 6 gA SiC4E 4 ' CURB &CUTTER - ZZ - 4 12' 12' 2.5 6 5 EXIST. GROUND s� 1/4 •1 1/4 •1 ROLL TOP CURB BIKE LANE (TRAVEL LANE) / (TRAVEL LANE) BIKE LAN£ I / 70• 0' 3 .5 m ,.� 0Nff @b8 Imo° 1/4': 1' 1 1 36' F/C-F C (TRAVEL LANE) (R2AVEL LANE) •°• 20 E/P-E/P 4S T 4•,1 T `.'. bifB 8'E� ga.o°°° w gyy °° w w IY 27' PRIVATE ALLEY I' 3' 2B1A f0' 10, BAg 3' i' P PIOT TYPICAL NEIGHBORHOOD STREET SECTION (61 ' R14r) RAVEL LANE) (TRAWL LANE) ,_ T LLJ O PARK RILCI' DRIVE (PUBLIC ROAD) TYPICAL PRIVATE ALLEY SECTION - 27PRIVATE ALLEY 20' E/P-E/P 5' 3' To' O HASTINGS COURT PRIVATE ALLEY 28' PRIVA IF ALLEY (TRAVEL LANE) (TRAVEL LANE) Y CS-SSAR RESIDENTIAL Bee" lfl.Y�'D USe4' SUBDlI'ISION STRe4'h'T D�'SICN SPEls'D.• 30 AIPH 20• E/P-E � � V- *NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF 15 MPH DE.STIGN SPEED //1 TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD A 28• PRIVATE ALLEY V J NOT To scALE TYPICAL PRIVATE ALLEY SECTION - 28 PRIVATE ALLEY HIIMBOLDT STREET (sTA. 13fs2-16f75� - PRIVATE ALLEY TYPICAL PRIVATE ALLEY SECTION - 98' PRIVATE ALLEY 15 MPH DESIGN SPEED LEEHAM COURT (STA. 10f00-12f60 & 14t20-15t00 NOT TO SCALE -PRIVATE ALLEY LL1 15 MPH DESIGN SPEED NOT TO SCALE ® a 0 CI I R C/2 R RIW C/L POINT D I 0 PVE-SIVE ONLY \\ CG-6 CG-6 CURB & GUTTER O W R STREET (NNEaE `�� STREET R 1 \ ` 5' WDE CONCRETE CURB & GUTTER POINTgNISHED GRADE FINISHED GRADE R� o PLAN SRE'r) 3' d / SIDEWALK CUR TTER 8 SDENALK _ g g R OP CUR OF V4'1' TREE TREE 14'•I' EXIST. GROUN ,;. L 1/4': i' CV EXIST. GROUND i/4''I' f%4`.v �- / SURFACE 3• EXIST M:N 1/4 1 Z ' • .. -. .. .. .-..... 3.• F EXIST. GROUND u 2A n. 2 � ' ..:. 3.1 ,r eaR T °°° w M °° w ogy✓,, ,°° w °due +', LU CURB CURB \ STRIP NC •..:J' B'PLANRNG S 4. T r, J W & & 4" MOT B 21ASE SOT is r STRIP 4' NE B 21ASE \ 1.5" 3' SASE Slpg � I n = EMT. GROLIAVSR)EWAIK P ONG STRIP CUTTER TRALELWAY TIPTVE wY GUTTER PLAN STRIP SIOEWALK WO SUBBASE BASE v 25' 25' I' STONE BASE 2fA 1 STONE BASE 18• d EXIST. GROUND EXIST. GROUND EXIST. GROUND )0• 10' 25' 1.0 5 6 �1� 2.5 6 5 ,,0 (TRAVEL LANE) (TRAVEL LANE) PARKING 1 10• 10• J8'E/P-F/C JOB NO. "' RIM' GRAVEL LANE) (TRAVEL LANE) 44' PRIVATE ALLEY TYPICAL NEIGHBORHOOD STREET SECTION (54' R/�� 112066 TYPICAL PUBLIC STREET SECTION TYPICAL NEIGHBORHOOD STREET SECTION (49' Rl*r) TYPICAL PRIVATE ALLEY SECTION w/ PARKING - 44' PRIVATE ALLEY SCALE ARBOL&9.4 DRIVE J&TFAS' FAY, BARIYLEY VIAT COURT ,& ANLEE ROAD (ST4t. 11f50-14t50) - PUBLIC ROADS LEEH.9J! STRtg"AT (PUBLIC ROAD) LEEHAtt M COURT �STA. 1260-1420) - PRIVATE ALLEY CS-SSAR RESIDENTIAL A, ,uixED USE SUevlvlsra.V STREET DESZOW SPEED z5 vnv CS-SSAR RESIDENTIAL & JllXED USE SUBDIVISION STR AIT DESICN SPEED.• 25 JlPH 15 MPH DESIGN SPEED AS SHOWN PARKING ONE SIDE ONLY NOTE: NO ON -STREET PARKING PROPOSED. NOT TO SCALE NOT TO SCALE SHEET NO. 20 22' 10' N N 1 6 18' "' d d la ° I la �` 1] r ATTACHED DWELLING UNIT - 20VERi TYPICAL UNIT LAYOUT WITH DRIVEWAY (NO GARAGE) 20' 16' - 0 Lf] P � 10' 12'' ATTACHED DWELLING UNIT - BALFOUR TYPICAL UNIT LAYOUT WITH DRIVEWAY (FRONT GARAGE) SCOTT R. LINS Z Lic. No. 035791 ,� ° 12/14/22 4� slONAL ��01� z s w w z z O n z a w o O U 0 Q Z O (7 Z Z O N Z H o a 3 c " a O v F J J Z z 3 Z Z 0 p O � m m � F Q m V/ U H z z w_ z s Zz Q LU ti N (n d O W ' ' oe LLl ° Z Z < L y z Q Q UI 3 d N [) Q a o � � o �`"J� w J J w U, � Q Q Of Of z z m m W D z o� M � % O O ° z obo 0 z Q w � a EA wCf J Lr) C Q � O Z_ J Q � � Z � ° N N N N N W N N N N N 0 E z ti u w ° 30' M 0 0 16' w ° 1 a WN Q o N z WN Q Q J > Il Lu 0 16' J N � J I� o > J o �—I Lu Q — — — — — — — — — — — — — — — — L9 1-- PI � ° NOTE: SEE SHEETS 5 & 6 FOR LOCATIONS OF O PI uj 3 BOLLARDS ALONG THE EMERGENCY ACCESS ROAD J 'w^ Q D1 < V0,6 3/1G" STEEL PLATE WELDED 20' TO P05T & GROUND SMOOTHLu = Q ° W U 2 2-1/2- DIA. GALVANIZED STEEL POST. PAINTED WITH `�' `�' - W J 2 GOATS OF PRIMER 21' ~ z AND INSIGNIA YELLOW - — a, U) 3/4" DIA. STEEL PIN W/ HEAD 8 — — — — — %W W/ 3/8" DIA. HOLE FOR '`� 18' 18I W 0 LOCK LOCK E�/ �v vv aO LJ_ O � CN.I.G.� FINISH SURFACE ° ° o U) d a in - Q Lu 7.5' �12.5'� d N i1 $ 3" DIA. GALVANIZED o O > STEEL PIPE SLEEVE I O CPAINT ABOVE GROUND PORTION SAME AS POSTS ATTACHED DWELLING UNIT POPLAR ° 18' 18' 18' p CD CONCRETE FOOTING TYPICAL UNIT LAYOUT WITH DRIVEWAY (REAR GARAGE) N z 3/1G' STEEL PLATE WELDED — �— o J w o TO SLEEVE 12" w a (D 0 JOB NO. 0 NOTE- DRILL A 13/1G" DIA. HOLE THRU ATTACHED DWELLING UNIT - BAYBERRY ° 112066 0 BOTH THE POST AND SLEEVE FOR TYPICAL UNIT LAYOUT WITH DRIVEWAY (FRONT GARAGE) SCALE PIN PLACEMENT. AS SHOWN SHEET NO. a 21 s JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES WATER SEWER A 0 0 d £ LOCATION [IF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM III SEE PART 3, PARAGRAPH D, SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG, W-1 Tn-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Ua ,?4" 1 B" INITIAL BACKFILLIN MIN. BEDDING8 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 UNSTABLE e" 4 1 INITIAL BACKFILL 4 1 B" g• 8. SOIL MI . MIN. MINg STONE °>'= ''s _-GRANULAR FILL AS.,ep,: APPROVED BY ACSA \ STA bCl STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6' IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING TUTS FIG. W-2 TD-2 (4) 1" (25mm) DW HOLES ON •� SOLT2CII CIE.(&4mm) DlA 2" (51mm) LETTERS (RECESSED FLUSH) 7' [25mm] D \\ 1 q (2) CLOSED f_�" 1_ PICK4i0lES SA 1 1/2" D 138MMI OO T DO O fT7 W R N (a) CORED u O PICKRARS T 1 1/8' (29mm) Dw BOSS D 27 1/2" CIA 1 1/2' K LESS.] 136-1 7. 1/4- m 26 1/4- Ow� I- 6 [178mm] 26" CIA 1 7/2• 90 mm] ] 1/4' (6 [m) CA 24" DIA NEOPRENE GASKET [79mm] [806mm] -S O C 28 7/76' DIA 5/8' 23. DI m [722mm] [16mm] [584mm] 1�1 E: 11 36• DLA 25" DK rlA [914mm] [836mm] FRAME SECTION C.D. OF CASKET GROOVE SECTION (4) 1' (25mm) DM IOUs ON 32 3/.' (S]Nmn) CIA 27 7/2' Dw (3BmT] MIT a [699mm] 0 25 1/4" Dw 7' [17B 1657mm] f""I mm] f E [608mm]l 28 16' 7/mI [72�mj C1 6mm] O D 36' j914mm] Ii---- 0 26' [68Omm 1 1/2' 13/ic [38mm] FRAME SECTION I 20mm] 2' (SlirnrnESINED LETTERS LREOIFL a , 3 13/16C78m ] D 22 13/7S`3mm]'I 2 1/a- [97mm] [579mm] [54mm p 25" i 3/8' [835mm] D 11/16" [35mm] 9/16" O.D. OF CRT GROOVE [17mm] [14mm] SECTION VIEW 1/4" 6mm DIA au1 BOLT m ASSEMBLY NEOPRENE GASKET WAIL (2) WSHR 1/IS X 5/8 X 1 1/2 C fi 7800' S (2) 1 5/B" WEISER PART# n0s91DAg (2) BLT NIX 5/8-11X3 1/2 SS l W COR6 [Smm 2400" [41mm PART/ 009aim [6mm 1 1/8' (29mm) DA BOBS 03mm .63 01A STAINLESS STEEL ROB (2) WSHR 5/8 ID Im DO SS PART# ONS1315 PLAN VIEW PICKBAR & L.00KLUG HOLE DETAIL NOTES`: Not KK 2) NO 5/6-11 Zt1 NYLK PAR# 4 1. ALL MANHOLES WDHN 100 YEAR FLOODPLAIN OR LOCATED N AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NO FIX JAM S/9-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS M.I. BE CONSIDERED. PART# W081M 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCNING LUGS OR SWUM ASSEMBLY - LUG TYPICAL WATERTIGHT (SHORDSP �0180585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG 84-E TD-32 p e 1 1 1 ITT THE 0 St LTN BLOCKS.4. ALL THRUST THRUST BLOCKSCONCRETE NIS PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 '� 2.00 2.25 2.60 0.15 2 00 2.25 Z.SD 0.15 22 1/2 7.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.88 3.16 3.21 0.48 B. 45 22 1/2 2.66 1.66 2.88 2.18 2.77 2.89 0.28 0.13 3.78 291 266 0.32 it 1/4 1.fi8 2.18 2.87 0.13 90 4.83 3.83 3.42 O.B3 10" & 12° 45 3.33 3.58 2.95 0.43 3.&3 4.00 263 0.52 22 1/2 2.33 2.56 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1' CONPRESADII N D/4' IMAM: PIPE COUFUND OR APPROVED EOU& I' TYPE x_ O SOFT COPPER FOR USE ON ATTACHED SINGLE FAMLY RESIDENTIAL SEAMCES OR DUAL RESIDENT& AND NRIGNTIDN SERVICES. I.A.A. TEE ROTE O NO SAEATED RTTNG4 2, DUAL SERVICE R 1' NNPRESSION . 3/i MALE PIPE COUPLING OR APPROVED EQUAL r TOPE x SOT COPPER MR USE ON DETACHED ENDUE FAMLY RESIDENTIAL %RACE WERE AN IRRIGATION Llj METER IS NOT PROVIDED. SINGLE SERVICE NOW. I) SADDLES SHALL BE VEER 9N PVC PRE, CAST IRON UD llmuu=FlMSHEO GRADE " InaN"a METER Y� am N _ ml MIN. COPPERSETTER 1/6 BEND CG,PI1110� p S• METER CGPDPATaN slw ^l .r_.{� 51(�'i i+ D--- As NECESSARY SAND DR DUST UItlER "N AA''I!i. ?y"-.j; pq 4' WAE£lflt GRAIN PIPE 12- BOX AND SETER (2�Na1 LONG STONE O. 57 , Ami MWINLM 1XIgWESG) "'� �ti,. u1,KtiK?$ SPEC. 10y N0. 3] APoREGp1E TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-BA TO-10 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) 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 AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1-800- 2- ooi . ( 55 7 ) 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION ATTHE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. iS. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. H- w Z I Y T 12" 18' PIPE SLOT (2 PLACES) ASIM A36 AND NIX NO ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4' Dw SOIL (TYP) ALL -THREAD ROD 1. ". WATER MAIN ( UVZ 3 VALVE 24"MIN UNDISTURBED EARTH I:IAFC T , �1 CLASS A-3 CONCRETE MIN B" ELEVATION UNDISTURBED SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. J. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR R TRAINTS FOR VALVES HIS R9• W-3C TD-6 COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID 18" METER BOX e Airy A�ry �'Y ryN 'L 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5 f 8"-1" METERS) TUTS FIG. W-7 I To-t3 I METER 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 2" FLEXIBLE CONNECTION -J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BANDYEXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B SEWER SERVICE LATERAL CONNECTION NOTES: I. 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". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN UNE-(T I SECTION SERVICE LATERAL IN LINE WY'E-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N,T.S. FIG. S-2 TD-33 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270y 18"-22" 7 CU. FT. �ALVE BOX #68 STONE-1 6' GATE VALVE 8" X 5" TEE 2500 P.S.I. CONCRETE V :, BASE AND THRUST BLOCK AGAINST •T'�' UNDISTURBED STABLE SOIL. STEEL PILE III WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 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 SIZE DIMENSION A DIMENSION B ➢IMENSIfIN C 1 510' 3'8' 2' 3.1' 510• 'B' 4' S' MIN, 12' MIN. GREATER THAN 4' PRDP➢SACS WILL HE SUBMITTED, B SIDE VIEW !75' DIAMETER DRILLED IDLE FOR TOUCH READ JNITS. TOP VIEW 3" DIAMETER FLAT UNDERNEATH FACE 24' X 36- ALUMINUM ACCESS HATCH TYPICAL METER VAULT AIR RELEASE VAL BRASS OR BRONZE PIPE SOLID CEMENT BSLOCKS N.T.S. FIG. W-7A TD-14 "--COPPER SOFT STOP GRADE GATE STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES LINES 12" AND LARGERSMALLER SEH2 N A.R.,VU AND FITTINGS AND FITTINGS. FOR WATER 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TO-20 PLACE 5' GALVANIZED " WITNESS " POST WTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL w FINISHED GRADE 0 ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II z u E 'a = N a M.J. GATE VALVE WATER LINE In 6 I _ I 2500 P.S.I. CONCRETE ' 8 • 2'K 2' BEARING AREA. THRUST BLOCK , 4 v. A A NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 VA VALVE BOX 4" DIAMETER BRANCH I I AND VALVE T^I,S7--� PLUG VARIES WATER MAINS \-RESTRAINED JOINT FITTINGS ON -'LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS THRUST BLOCK RD METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE •WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 FRAME & COVER (SEE FIG. S-1-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL MIN STEPS CAST IN PLACE 3'-I PRECAST REINFORCED CONCRETE SECTIONS 12 MIN 00" RING SEALS • 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE- ° VARIES DEPTH FLOW FILLETS L CHANNEL TO BE 3/4 DIAMETER UT CONTRIBUTING -- SEWER.` A FILLETED INVERT OR A SMOOTH • ,•.•' T ' 12" ' •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. S-I-A Tn-9r SCOTT /R. Cb6LLINS Lic. No. 035791 12/14/22�� SSIONAL E�O� Z O W � O f w O z U Z O g o a O W ~ J J Z Z Q Q 01 W Z Z ce 2 O k k a 0 z w a > > LO m U Li z z w_ z Z 4 W � � 0 11.1 O z g 3 0 a LLf) d O 0 N O� � ) 1V)- .F-I Q 00 Ln Ln Ln Ln E > z z m ED Z Z EO m Lu �U)aul Z (n O (D H- Ln K Z 0 3 z W ~- LnLU J (A Z J L z Z N N N N N LLI N N TV N N Q O N N O H V Z- W 1� z L9 zW M co 0 Q N �y cy') Lu z LL � WN Q CD N z WNIII Q 0- L W J LLI J Lu W � Q ~4 P H� Lu zM L /u /0 < V / W U = LLu Y � ~ O ul � J z H� i I I LLI O Lu I O J0 LLI ®Q O O O UQ CIO z w J w , nn w o- V Pn JOB NO. 112066 SCALE N/A SHEET NO. 22 [OPEN SPACE A PEN A - -PROPOSED 8' WOODEN FENCING AND ARMORING I I - - _ _ - ACRES -- -- PRIVACY FENCE, SEE - DETAIL SHEET „, I ;u,,,, � .�.-��!�— rlL_ � �w�li .� iC` � 'i�%��11'!�� //.�. li�I"�� !��Ir �'.��♦\��`�I��I';1►�'{�,'��% / 1 ,?�y.. �� . ,3...a/'E . - o � - ��i�i•.�i`��i____.��_w�n7Au.1_ �. `�- �1 �►� % , 9dtis' r�lw.�gd'ii� �'•/.fi i� �jI �i.. �.O 11 ��''�f� ♦s�9� i �,�le ` '�� !�� -1-9�,,.`il`y'®�� y.��:��° ,` .�-� ,-�%`,�• . �/ 'tee 4►!l�,i11'► �� r �►,' "� � 4111 •_`�-�ii�ii�i■ii�i ... Sul a /fLOT 120 .wi , �• __ --tku DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2".2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 7/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAI TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS SCOTT /R. Cb6LLINS Lic. No. 035791 12/14/22�� SSIONAL E�G� I- T 18 LOTS 116WO IL FDISTANCE EAEMENT O INCLUDEDITH SITE AMENDED SOIL MIX LOT i1LZ PLAN - -- FL MI "� r711 COMPACTED SUBGRADE 0-1 rnLOT16 wg 0 O LOT u5 LOT ii4 LOT 113 LOT 112 W PROPOSED SIGHT _ _ \ s \ _ g O AA A V A / 1 EDAPD FENCE /W W / \ \ r. Tree Planting and Stakin Detail ? / LOT u1 J DISTANCE EASEMENT- - \� \\ / CORD FENCE Not To Scale (9 z CORRECT METHODS OF T LOT 110 LOT 109 LOT 708 �\ \ \ \ \ PIA911C FENCE z TREE FENCING g TREES UP TO 4' CAL SHALL BE STAKED d 0 F + WITH 2-2".2" HARDWOOD STAKES. C7 W z TREES OF 4' CAL. OR LARGER SHALL BE J J Z Lu GUYED WITH 3 EQUALLY SPACED. TWISTED, <z ri / J - _ AND TURNBUCKLES. LOOP HOSE AROUND Z ti I I / TRUNK. FLAGWIRESWITH COURVEY TAPE. O W L — — 5 — _ \ I , \ J 5 _ _- - \ --- / / _- - 4 \ \. \ a \ S FOR d � m Q W a / QS Lu \ S \ �" /' �� REFER TO SPECIFICATION ,--, � � °T/�J�� FURTHER INFORMATION ,/� o z \ j / L 103 v' U In z z 3 0 d L oz -- - / �yJ ELI \ Iz LOT101 \ ,� "�� /p �" / ►A // Y - 00 "/ // GUY`MRES WITH RUBBER HOSE AND O Z g g a N w w w w — w w W k / PHASE IV +yp� •� ? N' TURNBUCKLES 2/3 UP TREE p W W J d Z M I v \ LOT ioo % FUTURE �+ CORRECT TRUNK ARMORING A �/ 2.2" HARDWOOD STAKES, ALIGN Q O DEVELOPMENT am to V /�/ TOP OF STAKES w J Ln Ln Ln �� U Y MULCH SAUCER Q � LOTgg \ ( (3)PASTREETTREES TRIANGULAR BOARD FENCE '9 `J~ z_ z_ m ALONG LEEHAM STREET • i9d/^///JI I I AMENDED SOIL MIX I m QP r-- I �I W U- (n (� — — �. — A �IMI� Ln W a \ \ LOT 8 o c� _, p z 9 / L — — GRA IG A m ,ill _ m �, -- ---- O w Ti --- - ..' '� . .. • . - — _ < — e - - - FROM TOP \ S DISTANCE I � � � II " II_��p CUTAND REMovE BURUP z O \ \ / // `,. RESIDUE AREA — 30 O 5 0 60 \ \ / uI 1/3 OF BALL AS SHOWN g z - ---- ` RESERVED FOR - SCARIFY SUBSOIL TO 4 MIN. DEPTH g LU �� 1 u W PHASE IV IN FEET ` III H COMPACTED suecRADE .~-� I. �r. I a w ` 'vi A II / PA DEVELOPMENT ( ) Z `II . IIG m 1 inn = 3o t. m J \ fiB i}s F w o. zACREs �. Evergreen Tree Planting Detail Z � LOT12 \------I-- --- Not o Scale i z (4) CIS STREET TREES -- -- - ILL. I \ ALONG LEEHAM STREET anion, _ A OPEN SPACE B � I � - � " , II. I � II I OSED IREPIT� �, I AR TREE ° _ p TOTAL: "CALIPER TREE LOT 122 u I AN SEATI G A� 0 43 ACRES \ \ TOTAL: 34 TREES W C C C C C n Qp = TOTAL: 2 TREES N N N N N o r4 0, • T AR - 3.5" CALIPER TREE PROPOSED�a QP-2.5"CALIPER TREE ACTIVE TOTAL: 6TREES TOTAL: 59TREES (2)12 UNIT APARTMENT + _ - x .°Ig. _ _nnpl a RECREATION/ �V \v � QS- CALIPER TREE 17 N BUILDINGS AREA BN - 2.5' CALIPER TREE TOTAL: 47TREE5 INCLUDING (6) ® TOTAL: 29TREES AFFORDABLE vi UNITS + \ \ FG - L: CALIPER TREE (4) PA STREET TREES �I � - - '' _ - - � _ � _ � � � � . �A � � � � \ TOTAL: 8 TREES z ALONG HUMBOLDT ST I r _ /MG- 4'-6'HT. TREE LL.I LOT 97 (3) OP STREET TREES / v�_ p �iQ �V TOTAL: 33 TREES M LOT 125 f9 ° LOT g6 LOT 95 ALONG HUMBOLDT ST I I r v Lg A V LT- 2.5" CALIPER TREE Co O LOT 93 I ) (y V (28) OP STREET TREES TOTAL: 17 TREES CD-4'-6' HT. TREE O) u ALONG PARK RIDGE DRIVE- \ 67 I TOTAL. 24TREES z LS - 2.5" CALIPER TREE G- 6' HT. TREE � LOT 126 -L, I — - / r/ TOTAL: 12 TREES TOTAL: 45 TREES W I I I �• � �I • T TREE _ LO 8g PA-2.5"CALIPER T w CV a • _ I LOT 88 � /111` TOTAL: 13 TREES I - AG 6' HT. TREE � LOT 87 > � � � � � � ® TOTAL: 6TREES CV z F /��\/J�� UAP - 2.5" CALIPER TREE q - g- _ • \�, (28) OL STREET TREES ( %j`� TOTAL: 20 TREES `CC- VITT. TREE • •. 610)IG I 10)CA I I � - I � - _ � _.._- BN ,... + / :. \ .; --'- \\� ,._ - - \ ALONG PARK RIDGE DRIVE / 7 L\`/`-I{�/ �= TOTAL: 6TREES W �f '" n,n7/ spy \ Y - I it - PRIVgTF OAD T/? E� i END OF PRIVATE ROAD 4L / / I _ _ \ a • \ \ \ \ \ / / QC - 3.5" CALIPER TREE CF- 6' HT. TREE / q(3o } TOTAL: 6 TREES TOTAL: 6 TREES Ld Lu TOTAL T. TREE J LOT 85 \ QC - 2.5" CALIPER TREE TREES _ z TI L _ w - LI / - TOTAL: 9 TREES „nii/ no" I ; 6 UAP STREET TREE w LS LOT 127 Q v O S w ,4 / \ \ CIO I � O ALONG ANLEE ROAD w LOT� — LOT 6 I /y �. A A : ... � DISTANCE TO NEAREST Lu (5) OS STREETTREES J I f 5 LOT 57 -INTERSECTION (CLA BOURNE ROAD H z ALONG ANLEE ROAD s LOT 58 AND PARK RIDGE DRIVE) = 705' CJ LOT 128 \ Z LOT 59 /_ = ` \ \ _ \ w H — / z -i m sss'q ; � Q m � � I - -- � -- � � LOTBi � /�'—i_ - -- L� O L IT A v� v _ _ w� o -- - - - • I v -- A ,•.. .. _.. .-. __ ' (4)OPSTREETTREES 61 � � v v _ �°� \ C ALONG HUMBOLDT ST LOT 6z / \ �°` `. \ \ \ ;, � LOT 80 �� \ QP wow •• _ < U LOT I LOT6 w— I PASTREETTREES / - Av / LOT -ju ui LOT 1 o se - ALONGHUMBOLDTST/ \ \ \ \ / \ \ / %'F 3 s Nu ul � J s4 /: / \ PROPOSED SIGHT \ •I LOT 131 c s I •' � � OPEN � \ „ \ DISTANCE EASEMENT 0.21 Lu -- I s.6 II �� w • __- \ \ ,q � a / '� I// o // j. s PEN SPACE • +\ \ Lu O LOT 132 I 6 TEA _ / l� h Oo.o8 ACRES E -G, 0 w LOT 6 v v, <<F %S�, �V� � - i -,� °"' /DT 6 (1z)OPSTREETTREES_� u = ell E l�/ Fib l 1/ v l x n — / �Y � LOTS ALONG MEYERS WAY v v TJ� �/v l J� �u l _- l f l Q `� l L • _ � / I •I u n I .' -_-_ =- __ - _ �w �S4/R/W)_ �� / , \ \ ,-,il% O Q / � `� /LOT zz / Q p° . \ _ � Q -" • I _ _ IV (22)OSSTREETTREES �W _ 7 / / PROPOSED SIGHT y I A // / / LOTz3 / Q4 / / �. -- --- -- I -- -ALONG MEYERS WAY =+ \ ' ,-- L DISTANCE EASEMENT ,// O — j • LOT 72 U 1(15� M (15�GA LOT 55 LOT 54 / QS w�_� v v v LOT 73 /// / / / / 9 // / // (V z LOT 53 L O 7 OT !z LOT 5z w ,\ 0 Lu • L T 4 // / 5 / i LOT 51 / /� / LOT 18 / a s a / � -- �- w \ \ �1 / / � NO. 45 — / LOT 50 v - b / / l/ / / / �r < — � w 112066 f s / LOT LO SCALE �49 n _ �oT48 � LOT4LOT 7 � � _ ��/ / / / � S 1 - °30r � / / �� \ T 4 4` aS +LOBN \ LOT 28 i - - \ - —_ i LANDSCAPING CALCULATIONS SITE TREE COVERAGE REQUIREMENT: CANOPY COVER AT 10 YEARS EQUALS OR IS GREATER THAN 20% OF GROSS SITE AREA GROSS SITE AREA 868,586 SF less GREEN WAY AREA 99,796 SF less RECREATIONAL AREA & OPEN SPACE 163,785 SF TOTAL DEVELOPMENT AREA 605,005 SF TOTALTREE CANOPY REQUIRED 121,001 SF TOTALTREE CANOPY PROVIDED 121,752SF STREETSCAPE TREES REQUIREMENT: 1 LARGE TREE PER 50 FEET OF PUBLIC ROAD FRONTAGE OR 1 MEDIUM TREE PER 40 FEET OF PUBLIC ROAD FRONTAGE PARK RIDGE DRIVE 2,591 LINEAR FEET LANDSCAPING REQUIRED 52 LARGE SHADE TREES LANDSCAPING PROPOSED 56 LARGE SHADE TREES ARBOLEDA DRIVE 1,428 LINEAR FEET LANDSCAPING REQUIRED 29 LARGE SHADE TREES LANDSCAPING PROPOSED 29 LARGE SHADE TREES BARKLEY VIEW COURT 537 LINEAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 11 LARGE SHADE TREES MYERS WAY 1,169 LINEAR FEET LANDSCAPING REQUIRED 23 LARGE SHADE TREES LANDSCAPING PROPOSED 23LARGE SHADE TREES HUMBOLDT STREET 528 LI N EAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 14 LARGE SHADE TREES ANLEE ROAD 549 LINEAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 11LARGE SHADE TREES LEEHAM STREET 356 LINEAR FEET LANDSCAPING REQUIRED 7 LARGE SHADE TREES LANDSCAPING PROPOSED 7 LARGE SHADE TREES 6 \ LOT 4 ■ �/ ■.( Q$ �� eoemb iefiunereade comel,auoa elan Cbeckli1 placed onpleeLaaaaeal>eemnn j(Elanatheippmze3mz99fo1rawnldeandDrarial.) TH FI _ LOT 1. wsshall6 .I nIM1e Diva LOT!*!* � � / tonumry4. QP STREEU Treast IrT TREES � � / a T t b .. era- ..1� % fl l 're f learivg( nil d phneofnentobesaved), EC � ALONG MEYERS Irl + S / S / �� = N' H / a L a n e € ry�� ch fleeing; �. // { a oreae<x� ea Tree eRaw..mur; •r --- / - \ �. / / ..LOT 42 / m toy y, / MF� / apwpo..mtrmhiagormm�awgbeyoaamen tsofeleariag. ECOTT R. LINS + / ✓� - S _ - _UB ER LOT 16 a. Lic. No. 035791 ��C'�j J / I 0 Allhaat°Le savM atw116e nieskMwith psmt or nbbmet ebaglrt clewlYviaiNem egwpmrnt°yusmn. V ° ^Y LI • , Oq A / a No grading ilull brg YI gu hee makaig has hem inspected aid aPRovM by a Cowty IvaPecior. I� W F L% 1 2 3, ereGaa.IrndlmCa f A'�o 2/14/2 fl Tice press vahnn midlsotochon moaswes mall ba revsewea web the mvOache ov ute. f��S Ae", d. Eaalpmear Doe ecru and sn1 raee< `SIGNAL Y, z Hesoycw,rem vehicular vatfin eM annular of mandercvon mdends inclusion, soil shell come be scroinal wibin the deplane ofnew W w LOT 5 w z _ _ > _ _ _ _ -� I' I ® snnh deeinw ahm ere aa.eRay etrnn tn.�.nbe seers. 0 1 / Q 1 LS 6. Firer, Z W \ NW W W W W /\e I�-\' �' / // / / afl® FT rlpmningedrowl ibWe nsto100 fclh ofN10c0 anfePeltinoeftof trdeeps ltiom beofsaireveda. mbe vd. O QL 'e W _ v. Toxic mn mia FV _ ... - LOT -29 QZ O se LOT 1 S. l rrwE rnn. U a T e ba�nadwWndOfxeofepaedbWl&ngorgmdgeotrvryshbepmmbby`mn. Pwonsbdmpdahlbewp tdeaedbyaCowtyWpwOrpnoOgmwgoantm. Z_O 9. TimeWelh: N w W-v� ® Whrn IM1e nwdlevel moat berelaei vnatln lha Aiptine o[e tree to he saved,ehawell shell be pwNded acid acoertrvctlon rlelvl Z O w r w g W • / I/ - \ / ssVidinadf .� - �. �' . eoO ' ll LG ,o. Ll Wi•„ f as z 0 .ti ` W I LOT30 / / / lmn dfor ,owet aturmwrrmw,wwmrmipbnrao-ermhraararl,nbarwnualwlbeeoarara, aen�wnhonaetau i, a. 4t, bmwaaapw ." F W .. W w � wm a. a •r \+' `\ ` \ \ / \ \ e' \ \ - - - _u" _LL W \W \W r^WTrcnehlea.nd TumadNe: _1 _1z O Lu Z s_ `Fd O / / / •I• /I _ fl 1Vhm trmctivgveequiredvntbin[he liwta ofcleatlng it shalt bedave ae far away Gam Ne trwda of treee aepmeible.Twvetivg Q Q d' \ \ W \w WW W \ \W \ w \ lW / / // /.. :�: I / / ,mdaalarge[ree shill to consdaed asandnmative whevi[ia arNC Payed tlnt necwsaiYtrmiching will aeao-oY reaaerrwea. Z Q O Q rn •Y W W W a W W W W �\ W W s W W W W lI. Clnnu : O Z N a \"\ \\/ / // LOT 13 ®p Oren �a ulnae ela tirema mmo ea aw lane trnd n m m W (/) � x \ \ �w \ \ \° \ LOT31 a > > � w „ � LL .� � W \, � � n. DawanedTrear �. (n v, a W ry . W W W W W� \ \\ \ \\i \ �> \ EXISTING / / / / ® Ow ,.dbe®Llyhypwoe�la,fenaezabnn wn0rrmrwnae anwmnendra nY ao-rr apr©eLa[. � �I F Q Z = 4Z t " Wpm STORM WATER \w \}'tl / J/. l // I / / NOTE:IT I9 THE UEIRETTV TO CONFER WRR THE CONTRACTOR ON TREE CONSERVATION U .�-I z (n J W W W tl W W W W W r W ' W .. AEQUIREh1EN13. W ' N 1 \\ \ \ / \ \ wMANAGEMENT . \ \ / / / / / w Iu w w y \ W Q n 3 �� V A\ A \ FACILITY i J` l Jl / ( �� l l 12/13/2oz1 C z g o F Ln '\ \ w \w`/ \ w -�� / / OWNER SIGNATURE (DATE) u O La a 1 �T3 ^ to LU J _o s corcrRACT eoacxAaaeslorvaruAE (DATE) u t--1 (n `I !n o W/� . sf1/W Page l of ^ W J J r m w w �,�� •\ \ ` ` OPENSPACE F e\ \\` °'v/W % �'/�W / �/ r / /l l/ J� vp / NOTE: THE TREE PRESERVATION AREAS ARE LOCATED WITHIN THE GREENWAY. z_ z m X m o z.58 ACRES LOT-12 �/ / W�/ w o z m 2 W W A \ W /`/ / l l LOT 33 l rr I �l l / /V LOT li c9 � W W W W W W W w V y W 9 Cr 0 W Z m_ j CONSERVATION PLAN NOTES: . W w �• w ' / / / l _,� / / n Q Z P / L g 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO w .°\. W \ \ \ ,\ \ I. , / F EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE \ \ \ W\ LOT - - n J r CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. MG / rr I/ J rr _ _ / Q 'v // P 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. w r /P z n w O 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE 2 W W W �W� W / // o' EMERGENCY ACCESS LOT ii 2 COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. \ \ \` \ \ � . 1 � i / �.:/ / n \ _ROAD EASEMENT \ l r (5) CS STREET TREES N N N N N �' 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. \W W W .,\ �. \�\ \ \ \ ` \ ,l I I l ° \ '•F I n \ BARKLEY COURT W N N ry ry N o y ( ALONG BARKL � H v o 0 0+ v 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND \ w .. W W V� V \ \ `, - ° _ ° Q o ry ry o .� o PROTECTED. / 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR 8 LOT -_- \ \ �� 'I AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. w „\ \\\ ._ °� '.�I Q$ __-- _ L / E 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY .. ° --- _--- 10 / rl SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM W - THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN w W W W w l W.. DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE ':':' a, PRESERVED AND PROTECTED. \L9 W - _ O 1 r -__- _ / 0) laaaaa- 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE \ I w \I ____---- - \\ _ _ REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR \ \ w �\ _ �� 'F I -. - ��\ \ / SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. IN- c W •,... W \�w P POSED I (Y LOT35 " BARKLEY VIEW COURT Z M W 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE \ I\ \ II W :... y STATION I '` y I \ p M-7�mm M-M M M " 6 \// ALONG BARK TREES / co AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP XERCISE W p PUBLIC ROAD (5 ' I ) O OR STREET AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. W , W 1 _ LEY COURT / 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING W ' W .. W W WIW ` \ \ " a i / N o \ \ THE FINAL CLEAN-UP.5\ N y r z w_ s --_ LOT 7PLANT SCHEDULE ui TOTAL SYM BOTANICAL NAME COMMON NAME SIZE CANOPY QUANTITY COVERAGE N a W TREES W I I ° i -_, - p Q o AR ACER RUBRUM RED MAPLE 2.5" CAL 452 2 1252 \ I LOT 36 ii (}-_ I \ --LOT4 J I CN z a AR ACER RUBRUM RED MAPLE 3.5" CAL* 452 6 3060 �W W F 2 s \ I C " 1 UAP STREETTREES I (4) BN BETULANIGRA'HERITAGE' RIVER BIRCH 2.5" CAL 464 29 13456 W ALONG ARBOLEDA DRIVE w� d III I \� W I I LOTS Q J FG FAGUSGRANDIFLORA AMERICAN BEECH 3.5"CAL* 275 8 2564 LOTS / 0 2.5" CAL 430pTULIP POPLAR 17 7310 QLT LIRIODENDRON TULIPIFERA w = - - w LS LIQUIDAMBARSTYRACIFLUA SWEETGUM 2.5 CAL 288 12 3456 w W W i;. W w y� W I J v I � ;x PA PLANTANUSXACERIFOLIA'BLOODGOOD' LONDON PLANETREE laaaaa- 2.5"CAL 422 13 5486 w w W>. , W , . \ \� /j EXISTING \ J TIN z UAP ULMUSAMER] CANATRINCETON' PRINCETON ELM 2.5 CAL 397 20 8252 e\ EXI w \ V A ili Q a JI II A A ZONING LINE Ln Q o QC QUERCUS COCCINEA SCARLETOAK 3.5"CAL* 419 6 2826 / w. W a,\ \ I \ L \ III J a QC QUERCUS COCCINEA SCARLET OAK 2.5" CAL 419 9 4083 W W �'e 37 (n o I LOT 3 L j ia_ QL QUERCUS PALUSTRIS PIN OAK 2.5" CAL 419 34 14246 a,A + - i� i �� u \ _ / LOT QP QUERCUS PHELLOS WILLOW OAK 2.5" CAL 419 59 24721 .. - W W W W - - \ - �� LOT PROPERTY LINES QS QUERCUS S IUMARDII SHUMARD OAK 2.5" CAL 372 47 17484 _ - - _ - _ � I I �+ W �., I II_ / \ PHASELOTS \ SF 0 ~� z 9 BETWEEN PHASE I LOTS \ � H - EVERGREEN TREES w OPEN SPACE G �� \ i / _ - _ A & $ ` ,W^ MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 4-6' HT 54 33 1782 2.29 ACRES \ W + CD CEDRUS DEODAR DEODAR CEDAR 46' HT 143 24 3432 GREENWAY y\V A \ \ a w� W CJ CRYPTOMERIAJAPONICA YOSHINOCRYPTOMERIA 46 HT 123 45 5535 A U ORNAMENTAL TREES V A\ LO 3 Q$ / LOT z A LOT 87 o 1 / T 8 \ I \ 1 0 AG AMELANCHI ER GRAN DI FLORA SERVICEBERRY GHT 130 6 780 1 . i / + V A - / \ \ \ SFA z W�WW w W W LL y W CC CERCIS CANADENSIS REDBUD 6' HT 124 6 744Lu CF CORNUS FLORIDA FLOWERING DOGWOOD 6 HT 124 6 744 W a W �We 4 LI LAGERSTROEMIA INDICA CRAPE MYRTLE 6 HT 77 7 539 W W W y W W o ii �Ilaaaaal TOTAL: 121752 "+ / W *SIZE OF PLANT CALIPER TO INCREATE TO 3.5" WHEN INSTALLED IN ENTRANCE CORRIDOR (ALONG THREE NOTCHED ROAD) �y �� / %�9 \ V A� \� \ x Lu SHRUB BUFFER LANDSCAPING PLANT SCHEDULE LOT 1 w� \Lu TOTALSITSTREET \V �\ O ERAGE (sfl LLSYM BOTANICAL COMMON NAME SIZE CANOPY (sf) QUANTITY COVLOTALN DRIVE o SHRUBSwo 0 CA CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 18"ht. min 25 25 625 W -y1W W W \\ 1 �\ \ \ FM FOTHERGILLA MAJOR WOUNTAIRY' MOUNTAIRY FOTHERGILLA 18" ht. min 20 25 500 \ / W W W 1 I / \� \ u u / �0, \\ / - \ Q a IG ILEX GLABRA'SHAMROCK' ISHAMROCK INKBERRY HOLLY 18" ht. mini 12 1 25 300 C- w w w w� \� 1 / \ X / V 664 L.LI a TOTAL CANOPY 1,425I I \ LL / (28) OP STREETTREES \ °v °vv GLENBROOK AT FOOTHILLS �� rMv / ALONG PARK RIDGE DRIVE \ LOT 40 A V PHASE IIB Q O : + \\ 0 W F=FOa �- G6 a a x a /�- o aski p es -A A�i� I vvvv x C]co NW w-W -w w W W W W w W W w W w w w W W QL _ Lrwi ■ _ PARK RIDG DRIVE - - - W wow-w- + '� ` \ I / u W PU_BLIw�° I \vvvv A V W _ UC ROAD 61'R/W) Wt■ - O L' Z cl� � J O _ w_w� .� / I o p LOT41 \ % \ / JOB NO. o u- ch- V x \ _ GIIAPHIC�S�AL�E 112066 0 w w W W w W w W W .° w w W w w .• e s wwW • w w W x o \ SCALE o+ 1 30f - aaan PEN SPACE E o.o8 ACRES SHEET NO.I„�, ALONG PARK RIDGE DRIVE inch = 30 24(z8)OLSTREET TREES + :) s H PARK & PLAYGROUND SEATING 4STEEL SW'NGING BENCH MODEL# MRSP3ooD NOTE: THE PROPOSED RECREATION PLAYGROUND, EXERCISE, AND PASSIVE RECREATIONAL EQUIPMENT CAN BE SUBSTITUTED FOR AN EQUAL PLAY EQUIPMENT PRODUCT. LOT115 LOTvv3 LOT v74 LOT ssa I I i 0 ON Em llll� �IIIIIII® � PROPOSED M DOG PARK M M ® 3,o SF /^ OTsso\ LOT vvg LOT aa/\ \\LOT ss6 I¢ ¢ 1 I LOTsso I G LOTvo9 LOT �°e / a 5 OTv° - Laraoy \ \ LOTvoz a o \ LOT.°° h� •`" FUTU E TH UNITS \ - ZP4, LOTS n6-220 TO BE PART OF THE a TOT LOT AREA \ LOT,B a SITE PLAN FOR S\ PHASE IV PHASEIV RESED FOR FUTURE RESERVED DEVELOPMENT PHASE M DEOVELNT ACR ...._, \ II' O QD PROPOSED FIRE PIT AND SEATING AREA ' LOT \ LOTv24 DACTIV RECREATION AREA \'Oq,P LOT Les k I LOT96 LOT 95 93 3.l2,Oii OSF f \ OPENSPACEB Ge/P R�VOG. LOT 9y LOT © (6) TOTAL LOhz6 DT,x I l' RE5 °9°F°h .. •� - _ � � I Lor 9v `. , � rs,, v1ip� '. LOT9a ' I - � I LOTS, \ �, •.' ' . \ AT --�HUM8OlDTg7RE �.•... LOTax7 i O o I I � _ / I � \ \\ / LOTl� \ \ ... ,. . Jil I LOTssB Z L LOT59 \ A I AREAS - _ _ _RECREATIONAL OTfia LOT ss9 / / LOT63 00 SF r: � :.. _ LOT6y LOT65 ' LOT a3o I I. OPEN SP \ \ • ... o.,a ACRES C .. ..\ f J/ \ \ / \ LQT76 / °PO4 gCRE360 \ \ TB OD (z) TOTAL '. LOT via ' '... '.✓ .. ,\ \\ // '' / \ ' LOT132 /y RORS I J 1 / Lorss / LOT7 Lor Sy I/ LOT 53 LOTv LOT So O (3) TOTAL OT49 _ LOT 40 UF \ J _.. _- _ :. ,__� •••,•:•'•: PASSIVE LOT 29- RECREATIONAL-, - — - ' AREAS "-1•. / SF M OPEN SPACEA M o.4x ACRES EfN \ l �' 'cRry qM —I Q� \ _IN\EAASEM�gRi __5150{1 •� { �, .I LOT 3° -�iA:. LOT 31 SSTRIIAZER"'��. / \ _ / 9 \ ` MANAGEMENT �A �.`�,FAaEW LOT32 / GREENWAY \ OPEN SPACEF \ �' \ - f_ / /// -'�•// / / / I PARCEL asOncREs .` 7 AZY ��`�•'\ S i /�,/" r� Lori /If / L0734 EXERCISE STATION EQUIPMENT OTS AB BENCH STATION LF005 OTS ARCH OTS 5FT CARGO NET LF041 I OTS MONKEY BAR LF063 OTS CLAMPS LF100 OTS POST LF099 OTS 2 STATION SIGN LF102 OTS 1 STATION SIGN LF101 BYTRANBFEN0 EQDD Glenbrook at Foothills Phase III - Proposal A BYRAMP: 0 EO'DD Charlottesville,VA Q'D D 6 DD TOT LOT EQUIPMENT OA LF042 ILOT 35 BARKLEY VIEW OURT PUBL C ROAD (54! RM) 2 STEP LF001 PROPOSED 1 LOT 6 3.5"ARCH SWING 8' BELT SEAT W/CHAIN 2840 IS FRICTION WEAR MAT 32" X 54" BLACK SADDLE SEAT 994167BK ANGLED POST 9451 THERAPEUTIC 3! BELT SEAT HANDRINGS TAPERED TOWER W/CHAIN 7048465 4544 2840 TRY -RING FRICTION WEAR MAT 71871215 32" X 54" BLACK 994167BK END LADDER 3 DECK 71881553 1 s ' RI TWISTED VINE 89 50 DEG CLIMBER T SEAT 8' 71886725 2990 BENCH W/BA K 6' DIAMOND ING M SG303D POINT 405 TYPHOON SLIDE `yY ��pf p�� (BELOW 71874959 SLOPED 1Y/ 71881 CLIMB WALL 71875725 GROOVE II SLIDE 7166385 A BENCH W/BACK 6' DIAMOND ING MRSG303D IVER SAIL X 12' 0 SURFER 9461 (3 MAYPOLE 753 AGEGROUP'. S11 ELEVATED PLAYACTNRIE8-TOTAL: 7 5-12 ELEVATED PIAYACTINTIESACCFGBLEBYTRANSFER:7 FOOD a ELEVATEDPLAYACTINTIESACCESIBLEBYRAMP: D REO'D D Y,w GROUND IEVELAOTNITTTYPE'. B REO'D 2 GROUND LEVEL QUANTITY', B RED'D 2 14+ SCOTT /R. Cb6LLINS Lic. No. 035791 0po 12/14/22�� SS/ONAL E�l Z O H- a w � O f U..O z U Z O Z F 0 a O � W ~ a z d Z Z Z � O k k a z Ln W Z U Li N z z w_ z QQ W 0 W � 1�1 O d a a d BREAKAWAYS (BASE 4X) //� LU .w~-I J 45r-I (ADD -ON V N 2X) Ln Lr) N N 4545XLu ` a Q 7 z Z CO CO VIPPY SEE SAW w LL Q 8021549 Lu BENCH W/BACK V DIAMON ING Z (7 MRSG303D Ln r U) ILILLL. Z Miracle s z 3 w a Lu Q Z J L _PARK RIDGE DRIVEQ_ _ _ o - �- ' z PUBLIC ROAD (6aRAV) — Fy . '. w O LLLJ N N N N N Q'p y /\ o.°B ACRES r O O c, V aQd \ OPEN SPACE - J y O y LOT 73 I - LOT 74 SFD I / LOT=9 / SFD LOT 72 LOT 66 \ SFD / / v SFD L9 cy) / \ v LOT vO / LOT 67 ti / LOT 75 \ SFD ('7 uj z LOT 71 Loral SFD SFcoD LOT 70 0 Q SFD LOT 68 (N 7 / \ - SFD / Z / LOTv6 \ co I I I LOT 76 \ - ,: ` / � Lu SFD LOT 69 .:0! 1 LOT25 / / ..:1 SFD LOT CN LOT / / \ LOT sa\ N Z \ LOT 77 \ � \ SFA IN \ / / SFD / LOT 65\ Q J SFA ^ LOT 78 / SFD / LOT 79 > L.L z LOT, / SFD \ LOT 80 LLI W J \ SFD J LOTaz / O� \ � c/1 �71 LOT, LOT 81 _�'' - - - LU L9 1- SFD 1 z \ J� OPEN SPACE H w LOTa - / LOT82 l r�Q> •'.'•'-'•'• J Q . EXERCISE 3 w LOT 1 I STATION 2,800 SF \ o -'�^ ` LOT GROUPFITv \�— - - o< mm OTS 1OFT CARGO NET LF061 a' LOT37 I LOTg OP ZN SPACEG \ 9 ACRES \ GREENWAY LOT IF LOTz / LOT 39 U \ \S STABEL PRESS LF004 \ STATION ROW LF003 `�F\\ \ "�'.".'.'.'.'.".'.".-. LOT4° \ DIP/LEG RAISE LF002 OTS TRAVERSE BAR LF062 PULL U BAR LF043 \ / \ L LOT 4a : GLENBROOK AT FOOTHILLS PHASE LIB \ LOT LOT \ \ \ LOT 86 SFA LOT 87 SFA 0 \ SFD \ LOT 83 SFD LOT 84 \ SFD LOT 85 SFA / GRAPHIC SC ( IN FEET ) 1 inches 60 FA J z . :::.LL::LL::: P° U 2 0 / Q Lu J Q / ul I_- Lu J U z LOT 94 w I— SFA L'.)/ L I Lu LOT 88 \ LOT 93 SFA LSFAOT 9 I I LL O SFA I LOT 90 LOT 91 LOT 92 \ I SFA I SFA SFA ^ LL I I Q W OPEN SPACE ® L.I_ O P, LOTOPEN G PACE LOT ILOT 0.09 AC ILOT SFA12IILO FA11 110 \ SF1 109 I LOT SFA SII LOFA 7 (D 0.09 ACRES I II I SFA I SFA LOT 104 \ SFA O LL LOT 105 \ u %_'? \ SFA LOT 106 \ SFA Lu J w , nn Lua V _ JOB NO. \ \ / 112066 SCALE \\ ill =60' SHEET NO. 25 i