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HomeMy WebLinkAboutSDP202200021 Plan - Submittal (First) 2022-04-05GENERAL NOTES OWNER: GLENBROOK LLC PO BOX 1467 CHARLOTTESWLLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET, SE SUITE 400 CHARLOTTESOLLE, VA 22902 ATTN: ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT Sr, SUITE K CHARLOTTESWLLE, VA 22902 (434)293-3719 TAX MAP NO.: 1. PORTION OF 05600-00-00-057DO (DB.5039, PG.66) - 9.50 ACRES 2. PORTION OF 056A2 Ol 00 06200 (DB.5039, PG66) - 0.08 ACRES J. 05600-00-00-05781 (DB.5039, PG.75) - 9.32 ACRES 4. EXIS77NG RIGHT-OF-WAY (PLATTED/ NOT YET DEDICATED) - 1.04 ACRES (SEE SHEET 2 FOR AREAS & POR71ONS OF PARCELS) TOTAL AREA: 19.94 AC. ZONING., R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT, WITH MANAGED SLOPES OVERLAY DISTRICT IMP 56-57D AND IMP 56A2-1-62 ARE LOCATED WITHIN THE ENTRANCE CORRIDOR NOTE.- IMP 56A2-1-62 IS SUBJECT TO THE APPLICA77ON PLAN AND PROFFERS ASSOCIATED WITH ZMA201600005 DENSITY.: ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENTS DU/AC + 30 9 BONUS DENSITY FOR PORTION OF PHASE III DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE POR77ON OF PHASE Ill DEVELOPMENT WITHIN URBAN DENSITY AREA OF 774E COMPREHENSIVE PLAN - SHOWN ON SHEET 3). TOTAL PROPOSED DENSITY FOR BY -RIGHT POR77ON OF GLENBROOK AT FOOTHILL: PHASE l: 10 SFD UNITS WITHIN 361 ACRES (BY -RIGHT R-6) PHASE Ill: 144 SFD/SFA UNITS K17HIN 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) + (7.1 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 WITH THIS SITE PLAN) SINGLE FAMILY ATTACHED UNITS = 100 UNITS MUL77-FAMILY APARTMENT UNITS = 24 UNITS INCLUDING (6) AFFORDABLE UNITS NOTE: TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS, EXCEPT FOR 774E (12) 1-BEDROOM RENTAL UNITS) OPEN SPACE.• TOTAL OPEN SPACE PROPOSED (PHASE Ill) = 6.05 AC (30 JZ) TOTAL OPEN SPACE REQUIRED (25Z) = 19.94 AC x 259. = 4.99 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN 774E SUBDIVISION. OPEN SPACE A = 0.41 ACRES OPEN SPACE B = 0.43 ACRES OPEN SPACE C = 0.22 ACRES OPEN SPACE D = 0.04 ACRES OPEN SPACE E = 0.08 ACRES OPEN SPACE F = 2.58 ACRES OPEN SPACE G (GREENWAY) = 2.29 ACRES RECREATION AREA: TOTAL AREA PROVIDED: 34,300 SF (NOT INCLUDING GREENWAY DEDICA77ON AREA WITH PASSIVE TRAILWAYS RECREA77ONAL AREAS INCLUDE A TOT LOT, FIRE PIT, RECREA77ONAL GRASS FIELD, BENCHES, PASSIVE RECREATIONAL AREAS, AND EXERCISE STATIONS. 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 EXISTING CONDITIONS PLAN SHEET (SHEET 2) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET NOTE.- VILLA UNITS: 1-1/2 STORIES (MAX. HT.=25' & MAX. FOOTPRINT= 1665 SF) TOWNHOUSE UNITS: 3 STORIES (MAX. HT. = 30' & MAX. FOOTPRINT= 800 SF) MULTI -FAMILY.- 3 STORIES (MAX. HT. = 30' & MAX. FOOTPRINT= 5,544 SF) 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., JANUARY 2007 GRADED AREAS WERE FIELD SURVEYED IN 201 Z THE UPDATED BOUNDARY LINE INFORMA77ON WAS SURVEYED AND PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN OCTOBER 2021. INFORMA77ON FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. DATUM: NAD 83 EXIS77NG VEGETA770N: PAR77ALLY CLEARED AND GRADED UNDER PREVIOUS LAND DISTURBANCE PERMIT. LIGH77NG 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 3. 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 & MULTI -FAMILY UNITS): 224 GARAGE/DRIVEWAY PARKING SPACES 27 OFF-S7REET PARKING SPACES 22 ON -STREET PARKING SPACES TOTAL PROVIDED: 273 SPACES NOTE., ON-S7REET PARKING SHALL BE PROVIDED ON ONE SIDE OF THE STREET WHERE INDICATED ON SITE PLAN. NO PARKING SIGNS WILL BE SHOWN ON THE FINAL SITE PLAN DESIGNA77NG 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, 11B, Ill, 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 PR07EC77ON ORDINANCE RETAINING WALLS: A RETAINING WALL IS PROPOSED WITH THIS PLAN, SEE GRADING SHEETS. 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 THE LANDSCAPING PLAN. BUILDING SITES: EACH PARCEL CONTAINS A BUILDING S17E THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. STREAM BUFFERS/FLOODPLAIN: THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON THE SUBJECT PARCELS, PER FEMA MAPS 51003CO228D & 51003CO229D, FEBRUARY 4, 2005. STREAM BUFFER EXISTS AS SHOWN ON SHEET 2. OFFS17F DISTURBANCE., NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE 77E-IN CONNEC7ON TO THE SANITARY SEWER WITHIN EXIS77NG U77LI7Y EASEMENT. FIRE FLOW / BUILDING CALCULATIONS: WATER/SEWER: THE DEVELOPMENT WILL BE SERVED WITH PUBLIC WATER AND SEWER. THE WATER PRESSURE FOR THE DEVELOPMENT IS 2850 GPM AT 60 PSI. ISO CALCULATIONS: THE MAXIMUM REQUIRED FIRE FLOW FOR 774E PROPOSED USE, BASED ON ISO CALCULATIONS, IS 1250 GPM. IMPERVIOUS AREAS: Proposed Roadway 148,990 sf Proposed Sidewalk 39,200 sf Proposed Driveways 42,880 sf Proposed Residences 167,500 sf Proposed Emergency Access 4300 402,870 sf OVERALL ACREAGES TOTAL ACRES OF LOTS: 10.36 AC (51.9%) TOTAL ACRES OF OPEN SPACE: 6.05 AC (30.J%) TOTAL ACRES OF ROW 3.55 AC (17.8%) ON SEPTEMBER 28, 2021, THE ALBEMARLE COUNTY PLANNING COMMISSION APPROVED A REQUEST TO VARY THE PRIVATE STREET SIDEWALKS AND PLAN77NG STRIPS SUBJECT TO 774E FOLLOWING CONDITIONS: 1. THE DESIGN OF THE SIDEWALK AND PLAN77NG S7R/PS MUST BE IN ACCORD WITH THE PROVISIONS OF SEC77ON 14-422, WITH THE EXCEP77ON OF THE LOCA77ON OF THESE ELEMENIS WHICH MAY BE 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 S17E PLAN & PRELIMINARY PLAT," PREPARED BY COLLINS ENGINEERING, LAST REVISED MAY 20, 2021. 2. A MAINTENANCE AGREEMENT FOR THE SIDEWALKS AND PLA77NG STRIPS ASSOCIATED WITH THE PRIVATE STREET MUST BE RECORDED WITH THE FINAL PLAT. GLENBROOK AT FOOTHILLS PHASE III FINAL SITE PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA i i P1 ❑ I J, 11 OAEN ... ...... ...... '.9.TSl LOT ]3 LOT]4 SFD SFD LOT 72 SFD LOT 76 SFD LOT ]1 SFD LOT ]a SFD T 76F \ SD OT 6 SF , LOT 87 SFA LOT 7 SFO LOT ]S SFD / LOT ]9 SFD LOT &i SFD LOT W SFD �j OT 90 scD e LOT 61 c3` -0P6N.SPACE.' LOT SFD 2 [DJ0 ........... ........ ...... y LSFA6I LST8 FA LOFAOI EPA TO, I LET A\1 )PEN G PACE LS1F1A1EILOST 1A11{OT 110ILOT 10BIL SFA ISFA 0.09 ACRES IL SFA SFA LA LOTV1] SHEET LAYOUT 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL D1S7RICT. SCALE: 1" = 100' 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D ADOPTED FEBRUARY 4, 2005. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) RE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE RE TRIP GENERATION MANUAL, 107H EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 124 DWELLING UNITS (100 SFA UNITS & 24 MUL77-FAMILY UNITS) AD RA7E - 7.32 VPD PER DU = 908 AD (454 EN7ER/454 EXIT) AM PEAK RATE - 0.46 VPH PER OU = 57 VPH (12 EN7ER/45 EXIT) PM PEAK RATE - 0.56 VPH PER DU = 70 VPH (46 ENTER/24 EXIT) 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPS7ER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE. 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. 9) SEE SHEETS 9 & 10 FOR THE LOCA77ON OF THE RETAINING WALLS WITHIN THE PHASE Ill DEVELOPMENT. 10) ROADWAYS AND PAVED CIRCULA77ON AREA = 148,990 SF. 11) THE PRIVA7E STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON OR THE COUNTY OF ALBEMARLE. c RE S RAILROA UBJEC Toll(❑I 7; � <�, �� �I, �zl SITE 3 v L'ICKINGHOL BASIN - - - OLITE u, III .I � ❑❑�-� 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 to 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 0 DROP INLET & STRUCTURE NO. � BENCH MARK CURB CLEARING LIMITS 0 CURB & GUTTER - - - - - O PROPOSED PAVEMENT T EC-3A DITCH - - - -200- - - - EXISTING CONTOUR DEPTH OF EC-3A DITCH 200 PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVATION 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. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE 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. Cb6LLINS Lic. No. 035791 0 4/4/22 �SSIONAL E�Ot TF11EN r A N W N Q O 0 v 0 ti z M C'7 � LU M �. 1 I­4 N �OT Ln 1..� VJ J N Q W N z > LL w 1 J J I --I H� U) W w Q °C O Z w 2 O u J LU ~ O U) O i w i ® w Q J O 0^/ LU 0. LL Q < z w U LU w a w JOB NO. 112066 SCALE AS SHOWN SHEET NO. 1 ill PROFFER STATEMENT FOOTS LS CROSSING Date: February 6, 2017 ZMA #: 2016-05 Tax Map Parcel 0: 056A2-01-00-06200,05600-00-00-057CO,05600-00-00-057B2,056A201- 00-06100, and 056KO-00-00-000A2 (the "Ptoperty') Owner(s) of Record: Route 240 Holdings, LLC; Edmund J. Daily, Christopher Daily & Cynthia Daily DiCanio; Route 240, LLC; and Foothills Crossing, INC. Rezone parcel 056A2-01-00-06200 totaling approximately 2.13 acres from R2 Residential (R2) to R6 Residential (R6), and rezone three parcels (05600-00-00-57CO, 05600-00-00-057B2, and 056KO-00- 00-000A2) totaling approximately 32.56 acres from R1 Residential (R1) to R6, and a portion of parcel 056A2-01-00-6100, containing 3.24 acres from Light Industrial (U) to R6. Total Land Area: 37.93 acres Pursuant to Sections 33.4 and 33.7 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed herein below which shall be applied to Foothills Crossing (hereinafter the "Property) if the Zoning Map Amendment (hereinafter the "ZMA') is approved by the County of Albemarle (the "County). These conditions are proffered as a part of the requested ZMA and it is agreed that: (1) the ZMA itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation to the rezoning requested The tern "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, 05600-00-00-057B2, 056KO-00-00-00OA2, and a portion of 056A2-01-00-06100. The Application Plan shall refer to that certain Application Plan prepared by Collins Engineering February 16, 2016 last revised January 3, 2017 (the "Application Plan'). Future development of the Property shall be in general accord with the Application Plan. To be in general accord with the Application Plan, the development and use shall reflect the major elements shown on the Application Plan and listed below, as determined the Director of Planning or his designee: a) Streets shall be interconnected, except where described in Note 13 of the Application Plan. b) There shall be a mixture of housing types and maximum number of units as described in building type and density in the General Notes section of the Application Plan. c) Buildings shall be oriented towards public streets as described in Note 9 of the Application Plan. A strip of open space shall be provided along the Eastern Avenue Connector Road and Park Ridge Street, where necessary, to provide additional landscape buffering of any rear yards abutting the open space where backs of buildings are visible from the street. Page I of 8 controls established by this paragraph 6B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 6B(2) have been satisfied (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then-curtent Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit ranted that shows the rental rate for such unit and the term of the rental or lease agreement In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer') for each such unit. The total cash contribution due to Albemarle County as noted above shall be based on the total number of affordable units built in the Project 7. Cost Index. Beginning January 1 of each year following the approval of this rezoning, the amount of each cash contribution required by Proffer 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 C'MSI') for masonry walls in the Mid -Atlantic. The annual adjustment shall be made by multiplying the proffered cash contribution amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December I in the year preceding the calendar year most recently ended (the "Annual Percentage Change'). By way of example, the first annual adjustment shall be Seven Thousand Three 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 shall be referred to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the cash contribution amount paid by the Owner be less than Seven Thousand Three Hundred and Thirty Three Dollars and Eighteen Cents ($7,333.18) per single family detached dwelling unit and Five Thousand Four Hundred and Forty Seven Dollars and Fifty Seven Cents ($5,447.57) per single family attached dwelling unit and Seven Thousand Four Hundred and Nineteen Dollars and Ninety One Cents ($7,419.91) per multifamily dwelling unit under Proffer 5 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) per affordable dwelling unit under Proffer 6 (the "Minimum Cash Contribution). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER the amount paid by the Owner shall not be less than the Mmimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. Page 5 of 8 d) The Greenway trail system shall include a connection to this phase of the Foothill Crossings Neighborhood and a connection to Crozet Park. The headings of the proffers and conditions set forth below have been prepared for convenience or reference only and shall not control or affect the meaning or be taken as an interpretation of any provisions of the proffers. 1. Park Rider Street Road Construction and Dedication. The Owner shall cause to be constructed a two lane road in the general location of the road identified as Park Ridge Street ("Park Ridge') on the Application Plan. Park Ridge will be an "avenue section" in design, with bike lanes, parking, sidewalks, street trees, and curb and gutter. Park Ridge shall be constructed, bonded and ready to be recommended by the Albemarle County Board of Supervisors for acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed') prior to issuance of the tenth (10th) certificate of occupancy (herein after "CO') within the Property. Once the Owner completes Park Ridge and within sixty (60) days after the written request of the County, the Owner shall dedicate Park Ridge as a public road. 2. Eastern Avenue Connector Road Construction and Dedication. The Owner shall cause to be constructed a two lane road in the general location of the road identified as Eastern Avenue Connector Roadway ("Eastern Avenue') on the Application Plan. Eastern Avenue will be an "avenue section" in design, with bike lanes, parking, sidewalks, street trees, and curb and gutter. Eastern Avenue shall be constructed, bonded and ready to be recommended by the Albemarle County Board of Supervisors for acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed') prior to issuance of the fiftieth (50th) CO within the Property. Once the Owner completes Eastern Avenue and within sixty (60) days after the written request of the County, the Owner shall dedicate Eastern Avenue as a public road. 3. Greenway Trails. A. Construction and Dedication of Gremm-ay Trails A primitive trail network, consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway. The installation of the trail shall not preclude the future conversion, by others, of the trail to Class A - paved trail standards. The general location of the trail network is shown on the Application Plan, however exact trail lo cations shall be determined based on site conditions. Installation of the trail network shall be completed prior to issuance of approval of the tenth (10d) CO for a single family dwelling within the Project Upon the request of the County, but not prior to the issuance of the tenth (10th) CO within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of Page 2 of 8 8. Credit For In -Bind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would have been a total Cash Contribution equal to the value of i) Eastern Avenue, and related improvements to be completed by Owner, it) the Pedestrian Tunnel and ih) the Greenway Trail improvements, (collectively referred to as the "In -kind Contribution'). The In -Kind Contribution shall be One Million Two Hundred Thousand Dollars ($1,200,000.00). The In -kind Contribution reflects the value of the improvements that the Owner has committed to make pursuant to these proffers that are for the benefit of the public The Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying the aforementioned credits for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development Page 6 of 8 access for utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. B. Bike and Pedestrian Tunnel Pursuant to approval by VDOT and the County, the Uwner shall construct a bike and pedestrian tunnel (herein after the "Pedestrian Tunnel') along the trail network as it passes underneath Eastern Avenue. The Tunnel design shall be submitted for review with the roadway plans for Eastern Avenue. Installation of the Tunnel shall be completed prior to issuance of approval of the tenth (10th) CO for a single family dwelling within the Project. 4. Community Civic Space. The Owner shall provide not less than 20,000 square feet of land within the Project for a Civic Space in the general location identified on the Application Plan. The Civic Space shall be substantially completed prior to the issuance of approval of the tenth (10*s) CO within the Project. Parks and Civic Spaces shall be conveyed to, and maintained by the Owner's Association. The Owner shall pay the cost of subdividing and conveying the Parks and Civic Spaces to the Owner's Association. 5. Cash Proffer for Capital Improvements Projects. The Owner shall contribute cash on a per "market -tare" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence at the time of this zoning amendment for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the pinposez of this Proffer 5, the number of units allowed by right under the R-1 Residential zoning is thirty five (35) single-family detached units. A "market rate" unit is any single-family detached unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 6. The cash contributions shall be Seven Thousand Three Hundred Thirty Three Dollars and Eighteen Cents ($7,333.18) for each single family detached dwelling unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 6. In other words, the cash contribution for market rate single family units shall begin after a building permit for the 35th market rate single family unit is issued and prior to the Owner obtaining a building permit for the 36th market rate single family unit. The cash contributions shall be Five Thousand four Hundred FartySeven Dollars and Fifty Seven Cents ($5,447.57) for each single family attached dwelling unit, other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 6. The cash contributions shall be Seven Thousand Four Hundred Nineteen Dollars and Ninety One Cents ($7,419.91) for each multifamily dwelling unit, other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 6. Page 3 of 8 The undersigned Owner(s) hereby proffer that the use and development of the Property shall be in conformance with the proffers and conditions herein above, and these proffers shall supersede all other proffers and conditions made prior hereto. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument WITNESS the following signature: OWNERS of Tax Map Parcel 05600-00-00-057B2: By: CHRISTOPH R DAIL By: EDMUND . DAILY By CIDIT HIA L. DAILY DICANIIOO ....//D"+ Date: 1 b �/j20l / OWNER of Tax Map Parcel 05600-00-00-057CO & 056A2-01-00-06200: ROUTE 240 HOLDINGS, LLC, a Virginia limited liability company By. O�L ALAN TAYLOR, A-Wn"MIzB0 oFFt�2r� Date: F a b S 1 2- o l7 Page 7 of 8 6. Affordable Housi The Owner shall provide affordable housing equal to fifteen percent (15a/6) of the total number residential units constructed on the Property. For example, if one hundred (100) total units are constructed in the Project, fifteen (15) units, or their equivalent, are required to satisfy this Proffer 6. The Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, or through cash contributions, as more particularly described in sections 6A, 6B and 6C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units,(defined below) shall be approved by the Albemarle County Housing Office or its designee. "For -Sale Affordable Housing Units" shall be dwelling units offered for sale at no more than sixty five percent (65°/6) of Virginia Housing and Development Authority's CTHDA') maximum sales price for first time home -buyer program. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser Fox -Sale Affordable housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the imit(s) without any restriction on sales price or income of the purchaser(s). B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this proffer 6, ("For -Rent Affordable Housing Unieshall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3a/o). For purpose of this proffer 6B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such for - rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 6B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable HousingUnit, or until the units are sold as low or moderate cost units qualifying as such ahfym q g under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term'). (2) Conveyance of Interest All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of 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 056A2-01-00-06100t ROUTE 240, LLC, a Virginia limited liability company By: ALANTAYLOR, AttNiGEN A-vTvt-tart-ta-MO C>Fi"c-Wtt, Date: F� 6 �6 j' Z o 1 '1 OWNER of Tax Map Parcel 056B0-00-00-0000A2: FOOTHILLS CROSSING, INC., a Virginia corporation By. at_ ALANTAYLOR, A%JTlt' vx4'L5-n 0(FLc-C—yZ_ Date: F� 13 Lo I 1 316570676 Page 8 of 8 SCOTT/R. Cl4LLINS Lie. No. 035791 4/4/221� �S'SIONAL E��l TF11E` .i ° 0 U 0 0 6 0 U ZCV? Q c) J w N 0 s LU 3 cy N O N v, O W M J o ° ` N Q WN z Q I� > LL o LJJ Z � s J J I--1 I--1 U) LUL9 n V� k— Q L.L/ 0 O = LU Z �/ LL LLV ° o ° WQ U J oC Y = o LJJ0 Oo O z LL w Z LU w z_ 0 z LU Q w z 0 O 0 ° J�0 n LJJ � n ° U Qx 0 z LU J U �N H LU w O W tY 2 JOB NO. 112066 SCALE N/A SHEET NO. 2 - __. - - _- _ _ _ _ �c --- - - THREENOTCH'D , \ \ -- / / J - - -- -- _-- - -- \\-I<\\I\\ 1111 (III \� P 1 '. .' /MATS ' \. " L �r ,\ I in 0 I i " % \1 -- - -- -- - ROAD -ROUTE 240 \ - - - - - - � _ - - - I • '`✓ E ` 20' SA ITARY SEWER 1 \ _ 660' /' / \\ \ _ �.`.v. GH_.r':- � . �HI v E v vv TH ------------ - -- -- � - / 11 '4`.e - \ T D.B. 1997, PG. 235 \ 111 /'/� /' \ / \ss�v -------_ A _ _ / / - - _--- - `. \\_.. v - /' / ! 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O iN�" 11 l `P\ \ \ _ ® I , / .�. /'� \ V / / EXISTING LOT LINE 11 ---___ _ _\ _ \ / `Q O / I M / / \ � \ \\ ` LOT67 � � �� / .•' LOT // N ' I - \ 664, / , / / � / ^ h ,r ,y/ / ® / ' \ \ , ab,•<. , 6 \ \ SFA / ��� � -�- - 20'ACSASANITARY \; ! , 1 I / / Oyu ,N / / \ \ �\ SFD ; f /� e \-' /� 456A2-04-00-0 OAO 1 e I i - - - - _ _ � a - - _ _ -66o\ _ _ - / / / / ry m / ; q , / LOT 75/ \ , I •� • s G� ' \\ \ L i - zo'wunxr <__ \ _-__ -SEWEREASEMENT \' / / N O n� ,` /,/ / SFD( / / LOT \ \ \ / \s fn �� \ \ / j' OWNEF IDE V LAGS '_ _ EX MH PSV OS-17 SEu EAseuErvr - _ _ - _ - _ - _ _ l , / . / /, �' / / SFD I I \ �- '( s s` \ \ \ r LOT 133 N Q HOMED RS Y m -I os ,99i 9. 2ai . -/ s - - - \ \ DB.5075, PG.664 / / / / %� 1"? l y' l / I / r I l ® / �. \ . - \ .� SFA 1 / _ _ -- N / LOT 701 \ \.. i ..�, / N 54- - / , r 66- ' 0 ASSOCIATION. INC _ _ _ - \ - - - - / / / / / / v dI ; a'/ it I I I \ / ' I \ LOT 68 I / - /1 .\ \ L >, • \ z ACREAGE: 5.69 AC - I . -\ EX-MH-Foothill-10-1 - ---- \ / i / ;� / / / / `�' N`w / / ,-F-----I--- \ / SFD / I --- �.\ \.' \ \OT 134 W ZONING: .R-6RESIDENTIAL - .. ." .jam . /-___----___ - _ - ' ! / / / / / °' ' / , I / / , 1 SFD / ,` �, LOT 61 .�" .\ Y \ Q I -A .'./.`., .' .'. . \ TO REMAIN / 4 / / / /. I \ / / / ... \ A , \ \ > SFA 1 1 _,;�. ! _ ^\ , \ , / 2 , // / / \ SFA ' \,C G �' \/ / > u- D.B./PG.: 3205/626 I { I . . . .<: - - \ > _-- -, / , / / / / n , I 1 m\ / 1' r\ tip- / •' USE: it OPEN SPACE FOR THE / / ads • • \ \ - \ / ' i ' l / ' /' , ® \ e� / / \ \ \ E I\ 1 1 / .`-'y.:_1 .*.`.f�.. . <�"jt' EX MH PSV OS-16 >\\\ /\ `_.y56 , / / i / / , // ' LOT76 LOT 62 \ �'\ �-" PAFSKSID�VILLAGES e .'.`.'- l',. :•',` .`.f.`.'.` =.' ".� - - 7 / / / / / / / SFD\ \ \ \ ssfi>, �;. .' -. °. l \ - / (l LOT ss / NOTES: W NEIGHBORHOOD ,✓.`.'j„�. . .'.`-'.'-'.' - >�'. . \ \ --_ / 1 / I l l / / / / l rl \ ,'\ ��° _ SFrD \ Y. " ' t • _A• - •' \\ S89°51'11"E 586.85' - / !� ql / \\ e \_ / /. 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED L J ~I / / /I " N89°5"Lt1'W 108.79' - LL . --•-•-•'••• r-•�-• s•• \ �� - --- PORTION OF EXISTING / ' / ; , % �'! GLENOROOKATFO 'p\HILLS \a - / y H� \ � '•'•'-`• -. ,\ `• - - \ / --__-_ / / / / / S 9 \ ONFEMAMAPNUMBER51003CO229DADOPTEDFEBRUARY4,2005. I� - L \ ' = ' ' ' •\' \' ' \ \1 SANITARY SEWER , , / , ' , PHAS I - BY-RIGH'i SECyTION H� \ \\ _ NO2�'93ri9'�9:aB' I y . . `-EXISTING TREE AREA `�-\"�' \ + \ /''--_-_-- -- \ , /l , / / / / _ , / ; / �as°5r 1r'W / n! � _ \ \\ \\ \ \ - i -, / / / //^ -- EASEMENT TO BE VACATED\ \ \ ,/ ; / / / / \ / / ' / 57.3e' ; '�i'/ I \ r� r 2. H & - \ « .`"-_INCLUDESAMIXTURE L. .�F." �N•, \ \\ ///// - ------- .\\, I ,/l , l , l i / ' ' \ LOT 7R \`1'` / " . TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUS OF EVERGREEN AND A A I 1 / I , - / / / ' / V _� , GALE AND LOUISAAERIAL SURVEYS THE BOUNDARY LINE W \ \ \ �. `. '.'. \.'.'.' \ \� III __•EXI$7LL �F[Y1S`, `.,'. I I , o / / / / / / /(/ \ SFD �� 1 \ i\LLJ \ - _ -_ __ _ _ - DECIDOUS TREES N1 , \ , \ ,=APPR(3YE�+j - :L`? i I I 1 I I; I / ,y / , / / l / / / r_ �' \ \ \ / INFORMATION IS PROVIDED BY ROUDABUSH, GALE &ASSOCIATES IN _ \ \--_ 1 I. ..:z. �. . .`1\...\. \ . .� .POGRAPHY WAS UPDATED IN OCTOBER 2021 LD �_ \ 'i \ \\ .��• J/YP42II1Z� .,. .';'i• l I I 1 / i Y / / l i ' / _ \' _ .. - Af'"� . . . I . . . . ` \ / \ \ '. r a , / I , / / / ,�d , / , / r l _ �\.\ SFD- / LOT 79 / / \ \ \` _- I db, %* . "\' .\'. . " ' ' ' \ \\ \ •t ' o"•/ l l / l l� l / / , / / l l \ / % 16__ 2 WIITH FIELD SURVEOYAAND HAS EEN FIELLD VERIFIEED IN DECEMBER \ \ - I �I----------- - '.'1`.C.'1' \,•7 \ • -- / Y / 20'ACSAWATER , \� '\.\ \ e SF9 \ �. \ \ \ \\ \ - \ \\ "�, :C Ate` ` '"9'J, '.a \ I .r' / ' ! / /! / / / / , / / / , -- \ , , \\ / \ L \ -- _ / ?. Y \ \ �\ \\\ `,`t�D� v r./ l/, Pr Ill/ ,� , l r l , �\ \, _ ® \1i 2021. O \ \ I 1 .-,.\ a.\. .'I.'1`.'.`.....'.' \'. \ \ \\� \ \\ ' '."':` .� :�` `.`/` / / / / ✓ / / / / / / / �' / / EASEMENT / / / �'� \ \ ® LOT80 \ s7z- o�� J I r \ + \`- . . ti ` \ \ / / / / / / / ; r // \D6.5075, PG.664 n.\ , SFD 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. L.L \\ _.'>--.�_ I - _ _ %��>_\_ �\ \\:,- •Y' r.i./ T'\\'-'.'. '\.'.`.' \ ` \ \\ \\ `.t`�\l� \.\\,•../,,l:.�r. // // / / l / l l l l l i / l \ `\.` - \ '•� THE MANAGED STEEP SLOPE IS LABELED. \ ! ,'.', �'. \ 7 / / / / // / _ I q3'0 \.�, \ 4. 100' WPO STREAM BUFFER IS SHOWN. THE 100' WPO STREAM ' ^ \ \\ /.� 'J� I I - j i� Zi \ , ! '; 1 .•. id. •. •.i.•� �`. "•. \\ \ \ \ \\\ \\\\ 1.\LL .\`\\•�r /,i•T1/••.r"✓'`l / / l /lH / / _/ l l / l ill i l i l �w \ k % \ , - ,_-- �y i+ ...\.'.`. \ `_ \ \ \ r < l / / l , / , / - \.\ - _ BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM. J \ F '\ ' - \ \ `\ , ( J \\ ' / \ , . THE STREAM WAS LOCATED BY ROUDABUSH, GALE &ASSOCIATES. U /// s/ -�- � \\ - \ \ \\ \\ I /. . \. .\ �i .\.. . \\ \ \ \ \ ? „•\'r / l l l / / r r (\ / /' , \ \. ® O LL•i -.' i 1 i / >- � / \ \ \ \\ r, (i// .. .' `t\. `\ \. .\. \\ \\ \. PORTION OF EXISTING / / // / / / / ,� , / , r \ , LOT 81 , •, - - 1 --- \ \ , � -_ I 1 I . \ . . � \ SANITARY SEWER TO BE / , I I II- I /^ / / / 1 , , \ \ T- r \ SFD-s71.,0 / , J.LL.'i LL.'. .\: \ \ \ .\. H� i / \ \ \ ` \ .\.'.` \-'.`-'.`.'.�\. \ \\� / / /�' q , , / , / <� r \ Sj4 \ / ��\ Ac/�• !'.� •` da. .�. 0 I o izo \ \ \ \•� o Y F �'/�'`_����_ _' .,..._� -\ \\� \ \ �I //•..1 1 a- - - LL�•.,.LL� �\\ \\\\ \REMOVEDANDREPLACED' / / /,/ ! 1 ', I ( / / / '_� \ N29°28' "E \ , �`\ 1\ J / ./. .%OFNN. PACk... .'L T\1�7 �' i / \�\ \ \ (, h i \t \\ \.`.'. .\.'.'.'.' . \�\"• \ ��\\\ \\ -'(N / / / / / I I J / / \\ �`,EXISTINGTREEAREA s.atl' \ I I OOr Q• /.LL/ .LL.'...`...LL...LL ,E .LL.I .LL. w \\ �i \ / h \ -• \ l' l \`\ m/�(„) y f .'.'.'.'.'.` A.49•A RFSH - _ �>. )500 \ I , " / / \ 20' ACSA SANITARY INCLUDES A MIXTURE ® I, r LL _ - �„ -�� - - \ \I \ .� . . .�.'.`� . . t\. .\ \ \\ \ \\\ // // //\ OF EVERGREEN AND / LOT82 I O .�. . . C.i.` - \_ /+ i J(IR�V. PHILIPM i // / , \ \ \ \\ \'. `.'.\. Z\'. \ \ \\ \ \ .••/ / / / / // \ EX. 20' EMERGENCY 1 \ / / \ SEWEREASEMENT i \ V J / '!'. `.'.•-'-`.'-`.'/-. , .•'E `.` / . i --- \,, \-\ ��.'`. O ���- ORJENNIFE / / \ I I \' ':° ` \ \ -' / / /, I \ \ DECIDOUSTREES / / SFD I "/ .i. .i. - LOT1 6 \- / \ \ / \EXISTING 4'•'•'•'• '\'\.'.'.' 1\ \ \ \\ \ / / / ACCESS ROAD l / i I \ Q 7 '. , . r . '.'/'.i. 1 t .- ft. \ .W. 0.2390 ACRES / / - r \ \ \ CREEK . \ �LL�... �\.•°... \\ \ \ \\\ \\_ / / ( , EASEMENT \ l`, / `� i \-463.0�1' I \ I ° LL`.'•`LL` �i a '\'.` / ,/ \ D6.5075, PG.664 \ / I / . i. '. ,r ' ZON+NG: R-6 R IDENTIAL /' \ \ \ \ \ I \ \ / /fi, DO 5420 PG 586 \ / ' \ / � \ / r NO. Parcel ID LL "Owner LL LL " Total Acres D.B., Pg. Zoning (n O -__-Ifi D - D.B.2229PG.29 -'-I_� \ \ \ \ \ \ . \ I \ � ' 1 / I I \ � \ / -___-^ ----=135.8$' / / 1 _ \ \ t ( \ \ \ `\ h I \ \ / \ ) \ I \ 1 056A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JR TRUST U/A DTD 0.110 4122/202 R-6 -_ � USE: RE L / i---_ .. \ / \ \ A \ LL-LL• �•.•. ..\. \\•'s `.' 1 \ �\-- _ , , d / \ - \ / / L / - \ \ \ I " ,t I \ \ j � _ _ EXISTING BOUNDARY OF \ I / / 2 U00A2040006900 PETERSON, DANIELLE ROSEANN OR DAVID LEE 0.040 4601/137 R-6 w <I "' I / /- ` \ � \ " - - - - - ` - \ - --- L I \ \ \ /\ ,REZONING AREA (ESTABLISHING I / / / LOT °I ' / _ � ! / \ \° \ \ \ \ \ ' ` ' ` ' - � _ _\ �_ \ \ \ / - - \ / / 3 056A2040007000 KING, JACOB MARK & MARIE EVA MADELEINE 0.040 5002/130 R-6 0ssA204-00-0040f-- \ \ I �- _ \ / `/ --- THE BY -RIGHT OF / / / / \ SFD / A\v vv A A V A�\ \ \ A' _ 1 �/ suLuvnN,JAMes,la /'-- s i / v v v v v v V'• v .A-•.' •Awv.' �� �J- y I i I, --_ �,__)/ j�PORTIONOFEXISTING20' GLENBROOKvs.THEREZONED/ / / /I 4 056A2040007100 DILLARD,WILLIAMH 0.114 3020I075 R$ W J SS cA VGA D //' I v v v vvv v v vv `'., vv " , w. EX MH':r. \ `. N • v v �\ Yv �- - _ vh / TO BE RELOCATED WITHICY ACCESS OAD THIS R-6 PORTION WITH PROFFERS // / // / \ S 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 6�_ v vvv vvv v vv v. - I--'.lssoncREs / \ \ \ \ ^; \ � _ \ \ \\ 4,' I\ ; \ \ \ - ---I- `, PHASE OF DEVELOPMENT // /// / / ® \ g16\' 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2 1 ONING:R6REASIBE TIAL / <__ \ \ \ \ \ \ \\\ \ \ \ 1/•. `- .•.'. •\•. \ \ \\ , \ 1 \ \ _ _ \ ( / / / / r I s. s344 PG soa / \ \ \ \ \ \ \\ \\\ ♦ \ \ ` C • `- " •' -' • `-' • - \ \ \ I\ I \ \ ` \ / / / / LOT 84 / / ( 7 056A2010006500 COLLINS, MARIN B 1.000 371/553 R-2 (n � \\ \ \ \ \ \ \\\ \♦ \ \\ ...�.. .LL- -1. \ \ \ \ \\1 \ \ EXISTING SANITARY \ I /// // SFD 8 056A2010006600 FLANAGAN, ROBERTMICHAEL 1.050 970/668 R-2 TIA� - / A A A V AI " -I-- - __ P- EA _� ^ V A V bbb % AV _ V ••A -•••••-•••-•••-A • • V A\ \v � vSEWER TO REM N - I I / / - �aa rs T_ A v vvw V O v v s� v v vv 1 v v v v TMP: --- _05600-00-00-057B-I- I // / (GLENBR O AFOOT...--- 9 056A20100067B0 FLANAGAN, ROBERT MICHAEL 0.500 3678/232 R 2 Az-oa-0o-oe3ob 4 -- _ 7 - - I v w ` v v� v I v I vv v `• •.•.•.• "'• v v vti Y ` v v `� OWNER: GL�NBRDOI�CLC v / 10 056K1000006600 AARON, PETER& LESLIE SCHNEIDER 0.150 5286/548 R6 1 /' _ v A\ \ v v , V v v� v .. . ��....- v v v v A I V /// RHASEI-REZONEhSECTION I // JONE�, MIN MARTIN V A `V A ` \ ♦ ::- V \)_-' \ -• •--•. •- - EX. 20' SANITARY V A A \ v ACREAGE' %32 AC A / / / A '\ I ' / W 1 oR-SARABE H /' \ a A V A V v Vv v v •. "�V' • SEWER EASEMENT v4 A v v v A 1 / v 11 056K1000006700 EGGC LLC 0.130 5359/29 R-6 " c5 � � � � v A V A A A v A . - .,%..'. `.'. , v A v ZONING: R-6-RESIDENTIAL- - \ � / A ® _ 1�76 i / MM - - o.zlzoncR v \ v v v I •` v.'.°. De 1ss7 PG 235, ,v v / - LOT-85---- / 12 056K1000006800 BALTZ, BENJAMINMICHAEL 0.120 5460/531 R6 W 1 ZONING: - fiESIDENTIAL o / \ V A A \ V A V A V A A• , AA v v D:B-JPG.: 5039/75 I - D6,aa55P A v v�\ V A vA\ �� q_�.v vv 1 i \y \\ \ `v vv 1�_USE: SNilCzLEFAMILYRESID IAL // ,/� �/ 13 056K1000006900 GLENBROOK LLC 0.110 5075/664 R6 1 / IAL __-- v I \ \ V �yv A \\ \\ \\ \V A - v v `PV vvA A\ 11 /--••--�� Na V A 1A ,A\\v A vv vv - / / °� 1\ ®`� SFA ...I; / - -L-OT 14 056K1000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 5347/441 R-6 II Q \ \ \ �` \ \ \ ..... \ \ \ \ \ \ \\ // ,a6 / \\\\ / ///'= SFA 15 056K1000007100 DUNN, CATHERINE S & TYLER C DUNN 0.180 5457/729 R-6 - J \ \ ` \\ \ `' \ / � ` \ LOT 86 / / - 1 os6Az04-00-0-02 00 I �-_, ' \ \ \ \ '� .`.•.�•. ,� , , \ Ex. sroRM DRAINAGE \ BENCHMARK: \ / / / / --- 16 OS6K1000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 5398/250 R6 I B B -E' \ 1 \. \ \\ \ \ \ \ \\ \ \ o,^... . ii\. . \ EASEMENT \�EXMHPARKSIDEVIL-1-14 \ / / / \\\ SFA \ e1"//// \\ \ DB 5389 PG 75 A I / 4 42' $ W s> / / 17 056K1000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 5404/001 R-6 o. I2oACREfi �- 1 v v vA v v I V v v i : . . . \ v I / l O RIM=640' / / sa' �. _ _ f(// -- --- v v v v vv v 3'. v , / A v _ 18 056K1000007400 COINS, TYLER A & TAYLOR R 0.180 5393/262 R-6 z NING: R-ry sroEN AL \ I 1 / v vA V v v \ v V A. . . . " / V / ` 1 INV IN=633.T / / / A v ® .. / N DIB.2275PG 6 - / v v vA v v v a - • •t'•`•`•'•`•'•'• �\•� � \ INVOUT=633.4' / / / vA - / ' o /// / � 19 056K1000007500 GRAVES, S TIJARTL& REBECCA W REID 0.140 5313/327 R-6 F- / y' / ,I v v \ V v vv V A A �*�\_. '. . V. .` , 1 / v I �_ v LOT , �� / / REsro AL TMP: 05600- -0 -0 703 v v A r ,% , ..-.•.-.-.•.-.-' ' / / / _ vA / / 20 056K1000007600 HARDING, DAVID PAUL & DORIS A 0.220 5247/747 R-6 U \\ / / \ \ \ \ \ \ `\ \ \\ {'.",' \• i i \ / I\ / / / / / / \ I \ SFA , / / , / L W AWN€R- STAN E ART�I CdMP NIES( _ \ If \\ I I I � / / / -r / \ \ \ \ - - \t-� • / - I I \\ 21 056K1000007700 MUCK, JORDAN K & MIA M HAMZA 0.200 53851386 R 6 -1-'� LL I � 1 / \ I \ \ \ \ \ \ \\ . .\.•. •i\'.-. , I \1 I I / / / FUTURE \ \ , / -•�I /// / 0 w / / ' \ \ \ R ' '\.... ' '.'..'.'.'.' \ I \ / / \ - / 22 056K1000007800 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 � _ \ ACREAGE: 5.84 C I tom- 100'STREAM \ \ \\' `\ . ' ' �! ` ` EX MH PSV S-1$ ( / - / \ PHASE // e� d fA erorenx156AI pa-00- to - 1 1 / -11 I \ \ - - �/' '(\ ' �\ \ ' / / / \, , _ /EN,;SP 23 056K1000007900 HAYES, JOHN RIVES JR & SALLY ELIZABETH 0.190 5292/634 R-6 e�. RINEPIciciinL ----.-ZONING: R-4 SI ENNNTI _ 1 I I I I I \BUFFER \\� ')'�` �\�^• y�� . '\.'.:'LL \ \ \\\ - EETHISSHE�/ / // \ \IIBLOT / \/ ._ OP ACE LOT 1 JOB NO. \ \ \ / / / \ / LOT 111 "'°° -/_� / I I I \ \t\ f .•,/,•,• A • \ MATCy�IE �I / / \ \ /,. (LOT 24 056K1000008000 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R6 Og�To ORES \D:B./PG. a 0 1 / � 1' / / / \ G SFA Z NIN :R-6RE 16ENTIAL „ / \ \ I \-\.LLI-..LL.I'.'. c.." \ \ F. I I \ / / SFA SF 25 056K1000008100 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 112066 I 1 I -'!' • % A- - y �� A4 I I FUTURE v v \ A 09 ACRES D.B. 481� PG. \ 1 ID OIK \ \ 1\ •\ - 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 1 Q 1 h • ..f. I. . 7 .. i. l . 0 \ \ , 1 I \ / // \ \ \ / / I I \=j.1.'..'. '''1!' r- \ \20'SANITARYSEWER \_� / / \ \ PHASE \ / S\.__ / I 26 056K1000008200 HERRICK,MICHAELF&DAWNZ 0.130 5192/057 R-6 / / \ I 1 I I I 1. 1. .•i.•.J.•.•.•.•. �.�. .d- \\ \ EASEMENT I 1 /'- / \ \\ IIBLOT / `� \ �J/ I SCALE 27 056K1000008300 EMERSON, CHARLES FRANCIS & JULIE RUETTGERS 0.160 5212/751 R 6 / / 1 1 •%r • • � - � • • \ \ D.B. 1997, PG. 235 \ _ I \ / / I A 11 1 / \ I I I_\ l'+ -a. '1' ..J..`.'....f " ' t`' / ! FUTURE `� \ ' /1 28 056K1000008400 BENEVENTO, ANGELA MICHELE 0.140 5354/623 R-6 1 = 60 / 1/ / I I I I I I\ - EX. 20' ACSA SANITARY\• •\•, 1\\\ \ \ \ \ 1 \\ \ ��_ / \ PHASE \ \// \ ` / I/ I I /'%, \ sEwER EASEMENT 1 , a / \ \ \\ 29 056K1000008500 BOOKER, JUSTIN K & CHRISTIAN T. 0.160 5391/186 R-6 SHEET NO. / / \ Y 1 I 'c'* DO 5389 PG 86 • •\\ • \ \ \ EXISTING LOT LINE \ / / / \ 116 LOT / p ATH K1 I HARWAL MIT 1 2 2 R 16 P, J I A \ -_ _ \ } L`..`.`." ' \ / \ / \ [\lF� 30 056 000008600 S SU V. 30 54 3l5 0 6 ----- �_� 1 / I I�I I/ I I v .'. J'.--'.r='•'>' -. v v vv 'v I I �, / / v / \ � i/-v CRO vSAN v 3 - - I {.'.'.. ..I \ \ / s / 056K1000008700 QUINN, FRANCINE ELIZABETH 0.150 5465/519 R-6 2 W OPEN SPACE I--�� 0.4=ACRES ArE lE HA � PRI-ALLEYIyM COURT WID \ / °R� LOT ssg (eULic. �,LTHALEGEND:LIMITS OF URBAN DENSITY RESIDENTIAL AREA (Tio ACRES) OTT R. LINS No. 035791 I M -&g LLA LOT" ®� LOT Lorvv �I,a ro \ d \\ 4 4 — LIMITS OF GLENBROOK PHASE I DEVELOPMENT �SStONAL �O,�, 4/4/22 r I Z LOTvo5 / \ LI : - / / / LOT zoo °onar � \ \ .•. \— — — — LIMITS OF R/W BEING VACATED WITH PHASE III DEVELOPMENT W OTz eya —HILL TOP ST \_ LOT 99 / j \ ✓ Il-fl \ W • 4 - - 1 I I a .. .: ;. Ppg KRO SFD \ \ 96 / /, h.¢ RESIDUE AREA LOT RESERVED FOR PHASE IV DEVELOPMENT ACRE$ - I \ \ o.n FUTURE 8 I I II \ p\ \ yl y DEVELOPMENT PHASE IV FEE MAN BM& 1.. I I ��\ TMP: 056A2-01-00-06200 Z ING: Re I \\ p ACREAGE: GLEN 1.893 AC C _ RE IDENTI OPEN ACRESSPACE a VANCE, IENS H DUN JAMESE FOX, CHRISTOPHER D.B 5a 5 �. _ O.y3 ACRES \ \ \ D.SBE/PG.. 5039166 03916 ¶DENTIAL F ORW OR CLAUDINEI� H&JES ICAH '' U N AL I 056 200 O5R KATCRB939� 9ARGBLICER H N 056 04- 3600 , J — \_ \ WIRTN OPRANDY,IOHN ❑ 0.M30 ACRES I r- — _ - O GO ALTON, JOHNG ZONNG: R6 03030 ACRES -I ORANNAMARIA CLOUTIER RESIDENTIAL ZONING R_b RESIDEMW, POSPIESZALSKA 056A244-W 4000 D.B. 3135 PG. 189 RESIDENTIAL ALTON 0.1810 ACRE6 D.B. 5158 PG 512 'ORMAON,JOBN2 D.B. 2825 PG. 676 0229U ACRES ZONING: R6 OR MARY RUTH a V' A U (Ji RESIDENTIAL HARMON LOT 96 LOT 9s \ .--I 7 ZONING: R-6 DB. 43]3 PG. I03 I I I / \ I US GENTEEL 0.1800 ACRES 5 LOT 94 LOT93 Lu D.B. 2]39 PG. 302 ZONING: R-6 LOT9x / I r \ Q z RESIDEN'ML � ' — DB3]34 PG. 006 b LOT4E I / I LOT9 LOTgo \ •. \ Z p i � \ O d ' O V% Lu in W W W - -�86Lu w a s - v Lu I' -___ RrVATE ROAD So RFFT \ _ ZrcI 056A MAG4500 056A2-04-00.04306 JEVAC K MATTHEWI I .: I LOT sfi LOT 51 / /+oe< '-- \\ /. OR LI9AA I ta � LOT - MOORE,CHRISTOPHER 0.1880 ACRES ': L LOT 58 LOTs9 °4a A V A LO 8 / ORMELISSA ZONING: R RESIDENTI -6 A •'.. v Po " 03260 ACRES RG L D.B. M46R ZO I -b D..2934 . 349 056A2#00-09600 • ` • ` • ` 056A2-04-00-01400 NDSSET, TRACYC neNs_PARK RIDGE DRIVE_ __ -- ____ '. =rr. .1840ACRES� 'R .' I PROPOSED PASSIVE ?' /l .. //T \ Ripq�ij�e D ppE 5 \ PUEIIC ROAD I6]'R/W) - ]� PGA17 I ,..I I — osx ACRES .. •:.'. ? \ 8ey=B STRe �.. \. \o.o�ACRES o o - -_- -- -- o N Lu PENSPAEE\.. I I -/ ,.•. / '� v y��/� / / , pTx / � � � r v v v / •.-.fir `.a2�sC \ \�� / / LOT 55 LOT54 / / \ ....., \ P MF)' : \ ] LOTJ \ / II � i / � : l (J! lI • + l l l \ I HFD \'\ F A ' � /'[� \6PEN SPACE 2.58ACRE5 A '�•+W.�.�� °^r°zaer nnveea LOT So ../ LOT v6 LID 67 1 _ z � � / a \ LOFD70 LOT 68 N /l I \ SFD Nt Lu \ \ \ \ \ L 4 LOT 43 LOTaz O 1 LOTv6 TMP: 056A2-04-00-000A0 •`•`+`•`+`•+• _ o / / \� :7 OMNER: PARKSIDE NI, INC HpAEONNERS ASSOCIATION, INC ACREAGE: 5.69 AC // _ MDR / \ \ / / LOT 76 ZONING: R-6 RESIDENTIAL oPE.SPnCEE 1 _ / _ O / / SFD / \ LOT D.B./PG.: 3205/626 \ 1 — — Lor=s / /�/ �� SF LOT N USE: OPEN SPACE FOR 7OO PARKSIDE ,',',',' `, `, `,','.' '-' '.', z.Sa ACRES \ \ \ NLLAGE NEIGHBORHOOD ++ • LL + • - • ` \ \ ffig / \ �-`� \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '.'. `.'.'.'.'. `.'.'.'.`. `. `� a NBRK AT FOOTHILLS — \ F O �� / •, •, •+•••+•••_••• V � \ v �• I � // �PHASEI-BY-RIGHT SECTION /�� J '-•••.- .'.-••.'--., •- J Y LOT I LOTz4 LOT 04\ LOT 77 �v SFA CN '.-.-•-.-+-•-•- .. . . . \ . . . . .'.'.'-'. �'.�� 1, +t. �� / a �� v LOT 78 LSFA S� / OT . . . ' ' VAR WIDTH GREENWAY I j �� 5 ` �\! '.'/ • '� EASEMENTTO BE '� \Y _ •� 'it. .�(A ,/ / ��/� / _ •'PHASEPLAIIDEVEILOPMEM:': TRTHE ' V / m7 Lu �'� -�� t� •/. / yB LOT3v / LOT v3 / /� \ \ \ \ V A LOT 80 SFD \ \ � 1 LOTT / \ / LOT vo \ \ \ \ J \ BECK CTM HARLES \ \ \ \ \�t\•'/•F �f��/Lj'�• 1 l I Lorvx / / O 0 LuORSARAH ANNE LOT33 I / / / LOT, LOT 81 +., tT�' vi I IJ LV BNM L SRES ENTIAL \ - •, / a 1 / I ` L u \ `. �; !//�? ',. / I / ` / J SFD =Q�' L9 \ � / \ \ \\ 4 fI /✓ / $ LOT34 I 1 / � � � L.L. D.413ACR`...'.. O — — 056A2-0400-00]00` ROERE14C BBNIAMMA KIRBY, PHWP M''� \ '"'•':. -', `.',' I `_� / _ l Il I LOT" LOT 82 OR ERBJC T� OR JENNIFER J _ \\ \ .� / // \ / SFD J J 0.168 0.2390 ACRES _ / I Q Zo G:R-6 RESIDENTIAL\ ZONING. R-6 RESIDENTIAL w DB D.B. 2229 PG. NY .• .`. `. `. •. ``•.`. `.•`• lr I I.. LOTS ` - - r` .�l W FERuRR4-00.00800 .:'.' ' ' '.. P U FRANRLW, ALANG — ° - e OR SHANNON .. � SFD 058A2-Oh00-0�100� _ - — - I I • ZOO ACRES .'. ,'.' --_ 'PS /I SULLIVAN.SUWVANJAMES J h '<:> :. / LOT 83 ZONNG: R-6 IDEMIAL — - - - - - LOT 35 � KL V VIEW COURT �y\G D.B. 2952 Po. IS / JE lEMI00D '.'.'.'.'. / \ ICROAD l54 RIWl \ 5' Jh� J1 0.F1W ACRES - _ \ '•`.` '.'•`.' \ J PUBL i" - _ / a .: Z R-8 RESIDENP ----- -----. 0.44 P0fi08o56A2-04o0-009` USIDENTIAL - - \ `^ • I LOT] LOT 84 _ (ROADHOUSE, STEPHEN +• y I SFD . ORURSULA : — _ - � � Lu I 0.060 ACRES + //� ZONING: R-6 RES ENTLIL ` D.B.35s1 PG. 086 058A2 Oh00 030 W � — a ''{ + •`. `•` `+' `.'•`.`,'. LOT36 LOT4 \ \ \ � � \ I O BE LAWN MARTIN I - \ `i. , • I _ II LOT 94 O VJ R SARA BE I O - .v20 ACRES .`. \ Lor6 SFA i DTING R-6 R IDENTIAL ,,,a. ` + ' LOT 056A2-OCW-01` D.B. 4389 PG. 99 ------- .'. ` — — LOT 85 ROWANHILL,JONATTLUR W RESIDENTIAL — \ I III ` I ' \ SFA .• /. W o. aNwcRes d� ` _ LOT 93 �NwG: RL RE ID -x s _ + _ - - V LOT 88 B. 44]9 Pc.3 a'� _ _ \ '• II I LSFA9 I SFA —-----,\ `•`-`• LOr3, LOT3 / SFA LOT90 I LOT9 LOT92 mf — �i- .`:• SFA I 1 I SFA Z a 056A2m00 W20o V \ - - +' / / I I LOT 86 I SFA Q b EY,ALBAE SFA OR PA .'.'.' OPE615P AX `. C, ` O ' / z 9ACRE5 I \14/ 956A2� .JAMES LEY ZONNG: Rfi RE6I AL \ ' LFEEnrNAi ILA— �� m J .� .2310 ACRES : USE: RESIDEMIAL ..'. •`. `+`. +' `+' d,� NMGG. : R-b REfiID � Sa DB zzsa Pc. 214 LOT 38 _ _ I LL-.-LL•. / / \ II LOT LOT F87A — WE: 05600-00-00-05]B3 \ .•:T'LL •'T— j — _-- GAINER: STANLEY MARTIN COMPANIES DEC + • • • • • • • • • •' / _ \ OPEN SPACE _ ACREAGE: 5.84 AC .'•',',' 956A2-04-W-0Ola9 ZONING` R-6 RESIDENHAL - - - � " a 6imncxE�T EPICXRAL _ D.M/P(I.: 5358/506 •- ILOT 111 ILO 0.09 AC LOT - - I ---� +_' • • - OPEN SPACE LOT 112 FA 10 SF - - / SFA T1 O ILOT 91 V 1 W .. DBa614ec.2so _ LOT39 LOTv S FA LOTF11081L0 - �' • • - • ' • • 0.09 ACRES I S T 10 J DSE: REsmeMw. �:jt-. .•. •. .�.•.-. .•. .•._ \ SFA I SFA LOT 104 A r n I I 5o UEj RUAo .. .'.'.'.'.'.'.'.'.'.'.'.-.' i \ LOT 105 111 0-07200 _ A OZET PARK. INC \\ _ ............ \ SF G _ C::::: ` �� U \ T LL ..............`... LOT4o B ATiy Lu H U EC L SFA 6 \ '—, Lu CICROq� CANE, - p Lu . GRAPHIC SCALES \ ,/ GLEN AT OOTHILLS JOB NO 1 LOTIR PHASE IIA & IIB - REZONED ECTION 112066 .. 06 60 0 30 60 120 �. ..-.•`- -• OWER: GLENBR K, LLC 2 SCALE ACREAGE 8.502 AC \ \ ". TIA11 . _ L 5W9/ R 1 :•:':':':': `:':':':'. \ \ RESIDE AL '.. /• ( IN FEET) \ \ \ 1 I SHEET NO. 1 inch = 60 ft. I 4 i SIGHT DISTANCE NOTES: i. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. PROPOSED WALL EASEMENT 'NO PARKING' SIGNS SHALL BE 0 I 1 z. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF o,41 ACRES 20 PORCH/DECK �R DB.PG. INSTALLED EVERY i5o' i THE DEMARCATED AREA FOR THE CONCRETE � SCOTT /R. RUIN - - �- - CMAX. HT.=6') PATIO (TYP. - - - - - VDOT STD. LEEHAM COURT (TY .) PROPOSED 2a i BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT U Lic. No. 035791 NO PARKING' SIGNS SHALL BE - - _ CG-6 (TYP.) TOT LOT AREA - SEE L� I FALLS WITHIN THE REAR YARD SETBACK, IT MAY INSTALLED EVERY i5o' ALONG ry i 600'R - - - _ / RECREATIONAL AMENITY �� 2° SEA P \ ONLY BE DEVELOPED AS A PATIO. NOTE, DECKS AND 4� 4/4/22 �O HH —SIDES ANLEE RD & LL _ / PLAN SHEET 25 REPR COVERED PORCHES MAY EXTEND 4' INTO THE REAR ��S G1 LEEHAM COURT (TYP. / �i// 2� 20 \ Fp° SIONAL E� _ eP YARD SETBACK. 33' 20'Z zo' 20' 38 1 s- ti5R �RIVA �E ��E�AR C� R1 3R yP \\ \ \ o°R ePF°J� 3 REQUIRE ING WALLS GREATER THAN VN HEIGHT ASEPARATE BUILDING PERMIT. WALLS � U T � \ VDOT STD. � � LOT izo o' NoI w 31 = VV1DT// CG-iz(TYP.) �� \ gP LOT iig EXCEEDING IN HEIGHT REQUIRE A STAMPED g I w 20 EASEMEN ROLL -FACED \ \ a 9 PROPOSED GARAGE 4 m 1 I / zo T) CURBING - SEE i5 P F°° LOT 118 - - -a rn I- 20 � DETAIL/ / � � �R e zo'xzo' MIN. ENGINEER DESIGN. zo' REA ETBACK of I Q , SHEET zo eP e° (TYP.) 4' POPLAR POPLAR - - ° w zp' \ o , _ ALL WATERLINES SEWER LINES AND FIRE LINES POPLAR POPLAR \ �, LOT z17 7 FROM THE MAIN TO THE STRUCTURE MUST HAVE A POPLAR 1N Ec \ \ VISUAL INSPECTION PERFORMED BY THE BUILDING O n K/PpRC \ LOT u6 SEE SHEET zo FOR PAVEMENT DETAIL LOT u5 LOT 114 LOT ii3 I LOT uz � j " ppp�q P DEPARTMENT. r LOT ill W W /�O R oPLAR PppLgR \ \ d \ \ i I MIN. io' DRIVEWAY � ^ � PC Q / LOT iio LOT log POPLAR POP - K Po L T LINE SE b I 1 JI /I LOTio8 LAR [rvP. � 2 T— VDOTSTD. Z w Zp \ O� VDOT (TYP.) Q Q I LOT 107 POPLAR / \ ( YP:) 6' CONCRETE / \ B%o ti — — — — — — — — — — z5' FRONT SE BACK (M .) �. > LOT io6 y / >� SIDEWALK (TYP.) PROPOSED VAR. WIDTH UTILITY, P \ DRAINAGE, & ACCESS EASEMENT. k (P) MAIL \ \ EASEMENT SHALL BE VACATED UPON ROAD CONNECTION TO EXISTING /C /C - l h/ °pL R P l 2O \ KIOSK \ a\ ' ° �� - - F THE EXTENSION OF LEEHAM STREET. _ HILL TOP STREET - STA. 11+43 ' / Ow LOT io4 °PEAR (Pj STREET-- O m - - - - - I / ° \IGN (TYP.) \: ti a 3 s zo' zo' zo' zz' Z / LOT io3 POPLAR lE \a \ \ F n S.D. == 28 — }:.. • —•+. 5 20' — (TYPPORC U U~1 LOT 2oz Ppp,� / �` � .� - - ti5 as • °..., ; ,a .;: , zp' � , / R „ / ro 2 \ \ �5,R A —' . � — �p z //\ 3S LOT ioi Ppprq l/ \ O Z g VDOT STD. Ri i VDOT STD. \ O R / /�/� 0 W STOP SIGN (TYP. S' LOT ioo P J V / 7 - - I - CGS) 0 26 / , FR \ ogcK 5 CONCRETE > (n VDOT STD. 5 o R \ S` \oN7 (rip b o SIDEWALK (TYP. \ w CG-iz (TYP.) o V D.Rz i O 2p E 9gCK LOT 99 POP \/ by ' z O O a o° OF SIGN (TYP. \� d° \ /� 'NO PARKING' SIGNS SHALL BE W LL R - - - - - •D• = 3�5' 25R � O SO, � � \ � LOT g8 /� W � VDOT STD. Ri-i INSTALLED EVERY i5o' ALONG P W n STOP SIGN (TYP.) BOTH SIDES OF LEEHAM ST -- -- _ _ s PgRKR\ w :. ° --.° VDOT STD. STREET \ �� II \ P U8�7CR0 GF�R� °' / Q RESIDUE AREA SIGN (TYP.) I G�I qD 61 R VF RESERVED FOR NO PARKING' SIGN PHASE IV DEVELOPMENT 0.22ACRES FUTURE w n oN� I to \\\ O VDOTSTD. DEVELOPMENT � INSTALLED EVERY 1 E I >, 'o BOTH SIDES OF AN RD I I T I I'n �_ �Q 7 CG-6(TYP.) PHASE IV (P) FIRE PIT AND M & f I I SEATING AREA PROPOSED ACTIVE \\\ ry�� F I I 'NO PARKING' SIGNS SHALL BE N w W N RECREATION AREA, VDOT STD. Ri-z o INSTALLED EVERY i5o' ALONG � r R/Vi/ R/ SEE SHEET zS \ ` STOP SIGN (TYP. o°O BOTH SIDES OF LEEHAM ST TMP: 056A2—Ol—00-06200 ~ w % I' I vDo TD. IGHTDISTANCE tea` \,� N OWNER: GLENEIROOK, LLC o v CG-6(T EASEMENT -•X VDOT STD. ACREAGE: 1.893 AC A A I DB. PG. OPEN SPACE B CG-12(TYP. f I L I G) �° I I 32' ZONING: R-6 RESIDENTIAL w L zo' _ 0.43ACRES 5'CONC. \ (P)STREET I > D IT STEP W/ 20 z0' _ SIDEWALK / v \ SIGN (TYP.) D.B./PG.: RESIDENTIALO " - - - 20' (TYP.) A VDOT STD, ti \ - - 5 CG-6 (TYP. 2 I POPLAR j_ - 20 Rl'4R SE BACK - - \ VAR. WIDTH SIDEWALK & 7 0 J. o I F/C G/C - - - r'I I I \. 2 LANDSCAPE MAINTENANCE 0 S Z ' POPLAR POPLAR 2 'I -�' °� EASEMENT DB.PG. \•Q I ° LOT g] POPLAR POPLAR I /V, / , LOT 96 LOT 95 / \ M Q POPLAR O z / t ; MIN. I I •. LOT94 LOT93 m/�I 2p \ m 0 9 z e l /.. \ N I I . LOT z Q/ POPLAR l o' \ \ \ U PLANTING "ln / LOT gi POP/AR /. / 7 \ \ STRIP (TYP.) w w'o LOT 121 \ o h ASPHAco PROPOLT D LOT 9° POPLAR POpL l \ \ �H/�� •. I � . 9 I t - -- - ECKipoRc - - -DRIVEWAY (TYP.) LOT 8g AR \ � •• � •. � � 0 \\ N V / a I� tib I 1 I 25 g TYP. iry ON I LOT 88 POP \ \ CD I /,' O PARKIN SIGNS SH L AR, \ • ; \ I_ I LED_ VERYiSo' LONG POP \ \ C>7 SETBACK � I / OTH51 UMB LDT ST LOT 87 LAR > / : � \ \ \ (TYP.) _'-' (�J (P) 6' §iRIA 4' BIKE LANE J • � ni I I VDOT STD. VDOT STD. Ra-� � � � ZO% / � `- PEDES�IAN CV _ ROLL -FACED LOT 86 / PATHWAY P CG-iz (TYP. STOP SIGN (TYP.) � , - / � \ z .P- $ CURBING - SEE / :`I P (P) STREET S'F � DETAIL SHEET zo � / \ - \ Q H� lo, ss I Soo'— z TS / _ / \ VDOTSTD. 'I � .P tih SIGN (TYP. - � 6 , frgALL I• TYP. © I o 2p, K n° /�/ , , \ \ \ CG-6 (TYP.) •° G ? _ 'CONCRETE M0 HVMB \ \ zp, ECKPpoRC /gym / Ste\ \ SIDEWALK (TYP.) 1 I I / EcxiPpRc z0 _ 20 zo PRIVgr��DT SIRE \ 0; - (h // PpP R o' \ J O RVP) _ 6 OAD / 0, E%\// / / O O/ LOT 85 P O `r FT \ \ R/W (TYP.) _ 1—I R : 0 Pop - AR R/W C END OF / oP 6\ \ \ • NO P RK1RG'S1 P P RC OP _ '" i \ cS - AR '9 H� LLI / SHALL BE ETYpP�.. 28'� ` N \ 26'. l PRIVATE H/ °. _j u INS oPLaR p r 34 C� LOT 84 0 \ ■fie■ VDOTSTD. MIN. ZJ / OT SID650FA LeERD AR POPLAR I / e zo 4 3ooR \ \ ROAD //// PP<AR \?, p\\O DISTANCE TO NEAREST i w w \ / LOT 8 PpP \ 33s o CG-6(TYP.) Q°� Ivl l rrvPORc r� zp,.. \.. \ R G'SIGNS BE - qR \ � _ '• -, ': INTERSECTION CLA BOURNE ROAD � Z N ( I D Io _ LOT56 Q/ l POp<AR) Zo, \\ P AND PARK RIDGE DRIVE) =705' TAL D EVERY i o' ALO °P \ Q I I LOT57 � lm % � POPLAR ECKIPpR �� � LOT�z <AR / \ dZ S LOT 59 /y Ak R POPLq 4 CG-u (TYP.) \ / \ W ci J oNTs R POP LOTBi / / / f gACK AR \ q, \\ ? e� / P a \\ \ o ' Z Lu I CONCRETE II _/aao/O W Q Lu 5 v 1 z8 EtBgCK_ _ / I LOT 6i / \ gyp, p 20' = 2' I SIDEWALK (TYP.) I _ I l / LOT 6z RF \ /2�Q/ OPLAR , , \ V Ln 4 \ L�T,8o \ \ > o nI _ zo _ / \Q/ �/� LOT 63 \ Teq \ <u QT 79 PpP Za W LL U J V / " Im n/ ii'SIDEWALK&LANDSCAPE zp, -. '- LOT64 / \ \. \ �/ .L rARO \ \ 625'R.. a �./ / , : � \ / O � (Tpp:ORC / POP ?(�•, — I aj/ %a MAINTENANCE EASEMENT ?8' `'\ / LOT 65 /^ 26 \ \ 2 / / / LOT 78 AR �/ VDOT STD - Y 2 I DB. PG. z8' A yC/ \ / \ SOT ]] POP CG-12 (TYP.) - LLI w ^- \ PROPOSED PASSIVE - / 2\ 9 V/e \ 'N KL IGNS SH L BE AR l OPEN 820 . RECREATION AREA OPEN SPACE C \ zp / / / 0' \ T�cq �� �' ' tQT 6 / o, SPAC ul — O APARTMENT UNIT ENT w _ IMI / PI _ 0 22 ACRES �2p' a°, < T I STALL E o' ONG o S D s ti5 =335' / / \ �FY TS \ OTH SID HUM DT ST 4gCRE R O S D II BUILDING I ZO' :, MIN,1xzo' /p ?&' R IGHTDIS NCE v/ P I ;,:.I GARAGE / OP(\ k/P F FF. /�/ SIGN(TY ) ._ i O w INCLUDING(6) ;b 8' S'CONCRETE �28 AR jv °R 9SMFT \?� / SE NT / ; ° s ° AFFORDABLE I (P) STREET SIDEWALK (TYP.) (TrP.) w% pOP(q ! SIGN (TYP. - I I UNITS VDOTSTD.Ri-z l Ck 5' 5'CONCRETE w PARKING Pp 9 T PPpRC/ / F MT / / VDOT STD. Ri-1 SIDEWALK (TYP. W STOP SIGN (TYP. - 1 - (P) 6' / I 25 PERMITTED IN LAR FCkP �00, Q VDOT STD. PEDESTRIAN / R \ / / STOP SIGN (TYP. THIS AREA PATHWAY / / LQT 66 PpPL RPlf \ \ \ \\2°. /�S'S/ OPEN SPACE E J o a7- \ zg, / o' M/ N l a� l D SFTgq� 0.08 ACRES LDT 67 Ppp \ (P) STREET \ \ / N. O Cl� I .. � ° . �: : °: / _ i°' ".-'-r - - o: ti / LOT58- DOT�D.�Ri- •i5R o Q ` ^/ I\ \ - _ : 8, LOT 6 / P(TrP�c I I � /TYP. _ >zi' 9 �R / � � 8 y-INSTALL EVERY i5o' AL � LnI/j N © 4 - �� 20 ^ / M/N dNTH15 IDEOFARBOLEDA ti LL L S.D.=z8 '— ° LOT END OF ,42 .. �. � \ o , RR 'A � ? -� a J PUBLIC / ,(P) MAIL M PpP SIGHT TANCE / 4 LOT z3 / Q 4 a / N _ / / 4 Zo / / qX A\ E ENT w� J a / "� IN / ° lr ma luj R/W DOT STD. 30! `, .. KIOSK �zg / I LOT 7i RONTSF PpP�� D PG. �I O . / /� / m� ^T - 3 I VDOT STD. CG-6 (TYP. / m / 6 R E l Q o - v AOK P cYapoRc I a LOT (I� o/ CG-gD(TYP ---- / / / / 0 LOT7z oP/�� l C9/ �,l°v l R 4 \Vl u O V ~i LOT 55 N KI SI¢N5 A BE S Fj?D a AR / I _ o LOT 1g LOT 54 INSTALLE EVERY �/ CV ON THIS SI LOT / pU F}• 2 20' LOT <u - - a a m U gAYg 53 Z� F 1 1 ER l ° R �� LOT 25 / /C F e o w H- OPEN SPACE F b gAYg LOT 5z (//�%� \ ' </CR S / \ LO I e o_ o /C m ^� w (_ ECK/PgTIY ERRY l `, / / \2 f , , /' Q,gOf�iq y\ ` �/� /^' .. / / / LOT LINE � 2 z.58 ACRES / g / 2 4 R w 4 L C_ U) _ AVeERRY / / LOT 5i / Cam/ `S °' /lQi) \ P SIGN (T P:9 / I / // o OT i8 / (TYP. - gAveERRv � l � /� ' � zo r � S� � ;: 2°. / / I a LOT z JOB NO. 37' 1 - / / LOT 50 / �� D �1.:. F a a l ' � CiPIL�PHIC SCALE 30, 2p'REARSEI Aq ECKiagrr / l /°FAYgERRV / / z0 4 lry : /PF/P l' �� / 112066 ao o is ao so � �= l cKiP gAY LOT49 O �- :..: � : a � �� LO SCALE � - 30' � I` ` (TVP,j ri gERRV h/ �. 2p, r \ \.. e / I OT h / ' n r SEWER AEASEM \ LOT 48 �/ LOT 47 i I "SIGN (TYP.) ] /o / LOT 17 / aS 1 = 30 IN FEET F L z D.B. 1997 p. 235 � �37 � pgAVgERRV l / / � \. d •:-,. 5 l lc l`�' / � � SHEET NO. /PA 6AY / / l eA(Fo LOT 46.: 9 MATCHLINE -SEE SHEET 6 I\ -. o �j 1 inch = 30) ft. 33' \ (TVP/ r� BERRY / UR / \ ......LOT 2 / / y, \ \..... >m Y�� / r 46 OPEN SPACE � y p. 235 �' / �� •+rgfRRV '�� / / / �...? e,. \ ��� l /� N < '. LOT 2 / l (TyPPATi 6A, LOT / MA LINE- do / / oR LOT yy / ���"� ♦ / l B11F� ESH ETS 30, f LO bR eq<F LOT y2 ry �... PROPOSED 12'x20MIN. / LOT 16 .�. W 40, - / o�R e 1 CAR GARAGE (TYP.) \ ry5 /or o .�.� . . / STREETSIGN h \L/ (TYP.) OPEN SPACE F �7 zo' /�Ti l / LOT LINE (TYP.) W.WwWwW 2.58ACRE5 _� / \ .. . . . . . . .. . \ . . ` 20' 20` - - - - - h / 108, < • ' / VDOT STD. a I LOT 15 29''NO PARKING' SIGNS SHALL BE w INSTALLED EVERY 150' ALONG � � •• � �. � W•W•W•W•\.. .W.W.W.W•W•W•W•W•W ON TH IS SI DE OF MEYERS WAY L __ \ STOP SI RETA NIING WALLATE (MAX. T D WA L m� me SIGN (TYP.) I E LOT g LOT . . . . . . . . . \ MAINTENANCE > z I `' 1y EASEMENT . . . .� . DB. PG. S S��F S��49^� --- "EXISTING STORMWAT�R �° I MANAGEMENT FACILITY �' . W W . /// me - l , aryl NO PARKING'SIGNS SHALL BE VAR. W�TH GREEN /00 INSTALLED EVERY 150' ALONG Co v EASEMENT TO BE / �' \ \ . \ . �.� `� \"" )' C// / / ON THIS SIDE OFARBOLEDADR . . . . PLATTED WITH THE �� LOT 13 PHASE III DEVELOPMENT /� V A. . \. \ \ tu/ r W y LOT 31 / 4 R SFD LOT 5 44i LOT LIN ry O / 7� �� >m LOT3z � \ � a I � Lc W.W. . . W\ \\W ./W/ W o m�>� �/ Fj6A/ SI rn .4 0h o/ I F/P LOT 1z �° SFD LOT LOT33 W Q / W�\.!// 6 0' .W.W.W. . . .W.W.W . . .W. W\ \lW/� /.�� l /l l �a �I WWWWWWWW.WWWWWWWWWW.W WWWW ` \' •/ �/ h // �m /^� ul LOT3y pl / PROPOSED'NO PARKING' SIGNS, INSTALLED EVERY 150 ON THIS SIDE OF ARBOLEDA DR LOT 11 SFD LOT to zo'EMERGENCY ACCESS i)E S, 4 l I PROPOSED'NO PARKING' SIGNS, w ` ROAD AND BICYCLE & Ck \ �/� / / I INSTALLED EVERY i5o' ALONG .�. ... PEDESTRIAN PATH EASEMENT -/ I .I• ON THIS SIDE OF BARKLEY VIEW COURT W . . T STD. D J CG--11z (TYP.) B. PG. _ Y _ STOP SIGN (TYP.) I m/ 97' 91 WWWWWWWW .• . W � I / p � ... W . W .. W . .. � . � . - �W . � � Ln LOT35 I m �_ ao� - �F z85'R� K Y Uit COURT .... W W W . . .. . BOXREMOVAB LE LOCKING BOLLARDS FOR RRE RI ESCUEILE ITO BETH THKN I jI I m �- �I B PUBLIC ROA S4 RI INSTALLED TO PREVENT VEHICULAR ACCESS BUT ', I I -0 8' a W STILL ALLOW ACCESS FOR EMERGENCY VEHICLES. .V. W W W W �RELOCATED20'EMERGENCYACCES ` I ry�� 3' SEE DETAIL, SHEETz1 36' . zo' EMERGENCYACCE . . . . AND BICYCLE/PEDESTRIAN ACCESS - _ •' - \ ` W EXISTING SS . \ . W . W ROADWAY WITH PHASE III ` - - I STREETSIGN 86' 66' . ROAD EASEMENT . . . DEVELOPMENT. SEE DETAIL, SHEET zo . D.B. 5yzo, PG. 586 (TYP.) EMERGENCY ACCESS DESIGN I P II (DO,CG-6 W W W W W W W W W W W W W W� W W• W WEIGHT BEARING CAPACITY SHALL BE 85,00o LBS ` :+ I o PROF \. o LOT 36 L II Ln LOT y \ INST� ` ` //; . W . W W . . . . • W . SFD LOT I p SFD LOT I ONT II0 COUI °' cn Il0 LOTS CL I I I ' SFD LOT � ' W•.W.W.W.W.W.W..W� WWWW I� � � I SIGHT DISTANCE EASEMENT \ W W W WWWWWWW W W W W W W W W ` o II DB. . PG. �- . LOT LOT BUILDABLE LOT LOT BUILDABLEW W . . . . W . W . W �\ SFD LOT _ LOT 37 I I LOT LOT BUILDABLE W . W W W W W W . . WWW ` LOT3 . ' � I (P) 6' PLANTING STRIP SFD LOT NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf 1 6,619 4,408 41 6,048 3,558 81 2,196 1,243 .. . OPEN SPACE G .. . . ..... J o II 2 6,160 4,017 42 2,208 1,262 82 1,695 1,189 ' . ' W 2.29 ACRES ' . . . WWW I ` - - 4 (3REENWAX . 3 6,110 3,974 43 1,807 1,297 83 1,735 1,227 . ' . - (P)5'CONCRETE 4 6,315 4,141 44 1,902 1,392 84 1,786 1,278 WWWW . . WWWWWWW . . . \WWWW J v I SIDEWALK 5 9,074 6,186 45 2,003 1,491 85 2,502 1,471 W . . . . . W . W . W ba CD ED 6 7,555 4,369 46 2,091 1,581 86 2,174 1,216 ' . "�W . W . W n. 7 7,400 4,231 47 3,083 1,935 87 1,757 1,242 . ` " . "WWW W WWW LOT LINE (TYP.) ` SFD LOLOT T II LOT z \J SFD LOT 8 12,415 8,055 48 4,345 2,989 88 1,815 1,315 . . . . . . . .-� ` 1 / 9 7,873 4,569 49 3,364 2,613 89 1,840 1,339 W. W W W W W W W . . . W W W W W W W ..�\ . W y 10 6,168 3,608 50 3,307 2,557 90 1,867 1,367 . . . W . . . . . . . . I PROPOSEDR/VJ ° 11 6,904 5,316 51 4,070 2,754 91 3,171 1,908 . . . . . 12 5,589 3,476 52 3,923 2,619 92 2,971 1,790 13 5,100 3,053 53 3,139 2,389 93 1,846 1,345 ` \ W . W . W . W . W . W . W . W . W . W . O- PROPOSED'NO PARKING' SIGNS, 14 4,029 2,662 54 3,136 2,377 94 1,815 1,315 W W W . W W W W W ✓ W ` o, / INSTALLED EVERY 15o'ALONG 15 3,174 2,423 55 4,233 2,791 95 1,789 1,289 @ .. . . . . . . . W� . . . . WWWW . }'. ON THIS SIDE OF ARBOLEDA DR 16 3,987 2,646 56 2,670 1,620 96 1,777 1,277 \ . . . W/ .� . . . . . /. LOT 39 LOT i 17 3,996 2,656 57 1,596 1,096 97 2,532 1,456 . .� . . . - . . . . . /. . \ . . \ \ SFD LOT VDOT VDOT SFD LOT F` %W STD. CG-6 (TYP.) 18 3,240 2,490 58 1,600 1,100 98 2,563 1,474 yryy \ 19 3,240 2,490 59 1,600 1,100 99 1,643 1,130 i 20 3,996 2,656 60 2,253 1,276 100 1,650 1,140 21 1,911 1,018 61 2,211 1,271 101 1,657 1,151 22 1,470 970 62 1,578 1,078 102 1,667 1,163 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 25 1,470 970 65 2,557 1,502 105 2,462 1,414 / W . W . W . W . W . W . W . W . W . W . W . W . W W . �. W W W W \ \ , SFD LOT \ 1 GLENBROOK AT 26 1,470 970 66 2,256 1,284 106 1,732 1,231 ` �. . . . . . . . . . . . . \ PROPOSED R/W FOOTHILLS 27 1,473 973 67 1,656 1,152 107 1,743 1,242 W PHASE IIB 28 1,925 1,041 68 11600 1,096 108 1,754 1,254 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 31 3,394 2,644 71 1,972 1,053 111 2,906 1,716 32 3,359 2,609 72 1,452 952 112 1,810 1,310 33 3,325 2,575 73 1,476 975 113 1,810 1,310 ` . . . . . . . . . . . LOT 41 \ 34 5,205 3,533 74 1,528 1,027 114 1,810 1,310 1 W W W W W W W W W W W W W W W W W W W .WWWW \W . W W \ \ ` SFD LOT 35 5,424 3,305 75 2,356 1,379 115 3,222 2,034 36 5,570 3,367 76 2,073 1,153 116 2,734 1,654 37 5,458 1 3,285 77 1,560 1 1,060 117 1,916 1 1,415 38 5,516 1 3,327 78 11574 1 1,074 118 1,891 1 1,391 W W W W W W W W W W W W W W W W W W W \ MATCHLINE -SEE THIS SHEET' you 39 5,362 3,214 79 1,593 1,092 119 1,926 1,424 1 40 5,458 1 3,286 80 2,147 1 1,199 120 3,877 1 2,262 RAPHIC SCALE ( INS IN FEET) O� SCOTT'R.Z 1 inch = 30 ft. U Lic. No. 035791 LOT 76 a/a/zz �4 SFD ��SS IONAL / It / w z CD GLENBROOK AT FOOTHILLS w PH �Sr I - BY -RIGHT SECTION z J O LOT 77 / SFD / o U C _ LOT 78 r -SFD / z K 0 a m x U u~i r Z W O W o � z y O a Lo Lu 0 OT / 3Z0, > V / W J U � Q c Z O Lu 2 / LOT 9 / / SFD LOT `O (P) 5' CONCRETE \ a SIDEWALK / o i c i71 60 � 0 U N O W o U Q O LJ � o LOT o SFD LOT - 0 � c CA U TOE ( J > 41 ^ m L.L o CV0 r WLOT 7 co 3 m \ SFD LOT LOT 84 \ ,� U) SFD CV a 0 1 0 =D'NO PARKING' SIGNS, \ Cy) J > -D EVERY 15o' ALONG CN Q a SIDE OF BARKLEY VIEW z N �. THE CUL-DE-SAC \ Q LOT 6 \ SFD LOT / o ` \ LOT 85 Lu r \ S FA J I -I o LIJ ` LOT 86 N �' Q o Q LOT PROPERTY LINES S FA O BETWEEN PHASE ILOTS �.1/ -o `9" AND PHASE III LOTSLL \ LL W n LOT 87 ' IJ-I Y ° f-. L O .WW.WWW.WWWWWWWWWWW �"■ �.,� - E IVIATCHLINE - SEE THIS SHEET ' �J J 1. W W W W W W W W W W W W W W U) Z w z ..................... ....... \W W . . . . w LEI Q Z `v' J 0 WWWWWWWWWWWW WWWWW W .W.WWW.W.W w 0c WWW W W W W W W W W WWWWWW W W W W W W W W W W W W W W W W W W W W a Q z x w � WWWWWWWWWWWWWWWWWWWWWWW . W . WW .��` ,W `��W.W.W.W.W C) Uri � v W-WW WW WW WW WWWWWW .WWWWWWWWW:. y � .WWWWWWW � � �� CV H E \ \ L U . W W. W. W. W . . . W. W. W. W. W. W. W. W W 1� . W. W . •\ W W W W W W W 0, w o \ O w JOB NO. GRAPH4CW SCALEW . W W \ 112066 0 W 36 W W W W W W W b W )5W W W 130 W W W W W W 60W W W W W W 1W 1 W W W SCALE 1 " - 30' 0 �W W( IN FEET) . �. . SHEET NO. 6 1 inch =. 30 f1. . .. .. .. .� . r PROPOSED WALL x(MAX. HEIGHT=6') 20' PRIVATE �ixTH RAINAGE EASEMENT r ----D.B.B - D.. PG. - — J -- -- -- - - - - - - - 11+ o - _ - - -•'` SCOTT R. LINS Z 10+00 io+5o 11+00 o 5... - .<_ _ -I- L -I- - Lic. No. 035791 zo' ACSA UTILITY EASEMENT - - - _ D.B. 'P.— � � \, _ _ _ _ _ + � \ \ , / � � \ I � I I I �oc4/4/22 aZ*So PROPOSED 8' SANITARY SEWER \ \ l / / LOT 12o LOT i / �SSIONAL E�Gt 11g /� PROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) -13xo: PROPOSED WATER SERVICE LATERAL (TYP.) - - - / _ 1 I v 00110 \ LOT iz7 PROPOSED 8" 22.50 BEND / I / PROPOSED SANITARY SEWER - - � (+ 1 - _ � s �� z3 p�R% � : • � � \ LOT u6 I 3H LOT u5 LOT 113 3 O LOT 11 LOT 11z LOT i11 n I 1 _ _ So F 2o' ACSA UTILITY EASEMENT I-- 4 SERVICE LATERAL (TYP.) \ \ \ A F �� D.B. , PG. -44 PROPOSED TYPE A / LOT 110 LOT 109 LOT 1o8 - � \ \ \ �\ �l \ \\ \ / _s - - - BLOW OFF ASSEMBLY o PROPOSED SANITARY SEWER I I - : / \ \ �. PROPOSED FIRE HYDRANT SERVICE �LATERAL (TYP.) 1 11� LOT1o7 LOTio6 / /\ \\ \t xo° ` ASSEMBLYwl8"xb"TEE / a _— _ zo ACSA UTILITY EASEMENT - - - - LOT 105 \ \ \ . • ; , •' . I D.B. PG. - MH- 6 / 1 - TIE-IN TO EXISTING +50 8" DI WATERLINE, / MH_4o PROPOSED 8" CL. 52 DI WATERLINE LOT 10 \. \ S 14x$.o \ :..�' • . ".,, } i - m O +- 37 • e; :• - q. 5 .. - .: < � - -PROPOSED 8 x8"TEE '= _ -� \ �I / p 3 / � S •\: � 1 � w/ (3) 8' G.V. PROPOSED WATER SERVICE LOT 1oz I u+ LATERAL (TYP.) / / o U ul LOT 1o1 xh � Z w w w w w w w w O / PROPOSED 8" 45°BEN x by / / VAR. WIDTH UTILITY, m z N • , DRAINAGE &ACCESS EASEMENT. m 1z+00 12+50 z+00. w LOT 100 \... / ;. ' Z g I- EASEMENTSHALLBEVACATED UPON O a PROPOSED FIRE HYDRANT s w\ \ ROPOSED 8" CL. 52 DI WATERLINE THE EXTENSION OF LEEHAM STREET. rw F ASSEMBLYw/6"x6"TEE - 1 w LOT99 / �S` D.B. PG. I V' in O u I y*oo w a\ \\ / uy — — ^ J + � - / � r �--- r �--- r � WO � m z m W — -- —� F CRpgOF"Y/ FUTURE I /6r \ �m DEVELOPMENT o a / _ I., F I \ O y -I— — — F_—I--rPHASE�V -- —I--I m 1 ^ o l , .. \w PROPOSED 8"22.50 BEND - - f I., I ------ — I t • O f I PROPOSED 8" CL. 52 DI WATERLINE - '. L F \ •tl. F r N I , LL, N PROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) I f• I - - - - - . `' 76x 1 \ ROPOSED AIR -RELEASE VALVE p F _ _---------\ koo w / \ o C0 1. - o .. PROPOSED WATER SERVICE I. ` - - \ \ \ APR \.PROPOSED FIRE HYDRANT I'I LATERAL (TYPJ \ OPOSED8"x8'TEE + ASSEMBLY wl 8"x6"TEE \ \ \ w/ (3) 8' G.V. o w� t6xso \ \\ L9 CY) I v / `f < I; I:. I LOTg6 LOT95 I 1 / \\ •� � \ \ / ti I f I LOT 94 LOT 93 I• I I z0'ACSAUTILITY EASEMENT ..<I I VAR. WIDTH ACSA LOTgz /\. \ D.B. , PG. ° - _ / \ \ \ t)\w Off•) J .. ..�, o� UTILITY EASEMENT / LOT g1 / ' i -� • I'i LOT122 I I D.B. PG. I \ \ \ / — t W I 1 LOT go / ,` \ %/ _ \ � '• •' \ PROPOSED 8" CL. 5z DI WATERLINE cn ✓ I MH- MH_38 - - Di W / co LOT 8g \ \ / 35 \ PROPOSED 6 CL. 52 LOT 88 \ \ w / WATERLINE '^ +ooCD 1 505 5I LOT86 / /w JPROPOSED 8"x6" TEE lz+ S PROPOSED SANITARY SEWER wl 2) 8" G.V. & (2) 6" G.V. ^ �+ f w - - - z+ ` \SERVICE LATERAL (TYP.) I I _ w H' ROPOSED 8' SANITARY SEWER \ xo - - PRIV rS 3*�0� / � w\ I \ i - - (PROPOSED FIRE HYDRANT - - ATE s w \ \ 1 - - - v Q _ AD / VAR. WIDTH ACSA LOT 85 / \ w " RO O ASSEMBLY _ I O'R �.. \ \ \' UTILITY EASEMENT \ S J / 4 / \ \ 8 w \ \ MH-45 PROPOSED 8" CL. 5z DI WATERLINE J I_4 ) 3*So D.B. PG. / / LOT 8 t x \ PROPOSED SANITARY SEWER / :� :: w / • So\w O \ p__l Q m LATERAL (TYP.) -- / MH 39 / � SERVICE � I I � ' �' a I � / 1 / '� � w \ / LOT 8j , � � � PROPOSED FIRE HYDRANT \ �\ \ \ w /� ASSEMBLY w/ 8"x6" TEE LV I i ? -I LOT 56 LOT 57 PROPOSED WATER SERVICE 1xoo \ \ / \ LOT $a \ y w L I f w PROPOSED 6" ° / \ ,\ w\ Q LOT / LATERAL(TYPJ \..: \.\.. \.. \\\�o BEND ; - :_.,\ \ w. y �,_ PROPOSED8"x8"TEE '� J 5 59 LOT 60 /PROPOSED FIRE w\� _ _ wl (3) 8" G.V. O LOT8i " \ \ HYDRANT ASSEMBLY �\ \ =9* w - - - - J I L • I PROPOSED SANITARY SEWER I f • �- -� I /I LOT 61 1 _ SERVICE LATERAL (TYP.) I _ _ - -1 - - - _ 1 LOT 6z /� \� / So zo ACSA UTILITY EASEMENT LOT, 80 \ S��\w�w ROPOSED 8" CL. 5z DI WATERLINE - / s D.B. PG. �, � LOT 63 �� \ � � \ LOT 79 ', � \ : ' �+oo O J I PROPOSED WATER SERVICE s \' \ � � •�, , � �/ _ \ LOT 64 / MH-31 s \ � \ � \ \ � � .: �� zo+5 w w w w w w LATERAL (TYP.) + LOT6 \ / LOT78 EX-MH-Foothill-9-4 ., J l: I 5 / _ U I w `� LOT 77 ° EXISTING oo' ACSA z1+5o Y //� F . / � � :: VAR. WIDTH ACSA / � :. qT eO � ;� � � � \ \ ' • • ' ACSA-UTILITY EASEMENT UTILITY EASEMENT / l Fq �Q� \ tOT 76 S \ SANITARY 075, G. 664 EASEMENT D.B. PG. D.B. io+ _ _ �. �? / s EX-MH-Foothill-9-5 aD.B. PG. / FY ST \�D.B. S°75, PG. 664 W I I I . - 1 /l FgsRFFT asx / . LZ O N - io+ ; so- / l ulMFtiTj S - - U) O PROPOSED SANITARY SEWER \ \ - -- -- - __ I w PROPOSED 6" CL. 5z DI WATERLINE - - - I REDUCER a2+oo / / \ \� `� SERVICELATERAL(TYPJ Sys EX-MH-Foothill-9-6 PROPOSED 8'k61+ ` o a g w—w - PROPOSED AIRRELEASEVALVE PROPOSED 8" SANITARY SEWER \ o z� \ \ % ` ° p -s LL.I PROPOSED w al+So \ 6&"_69 o `W \32*O :' .. -. •-.;..,.. \- < .-, < -L\O\ LOTz1 w LOT6PROPOSED SANITARY! LATERAL (TYP., y II II I II I I / 16+/ I _5x5° - _/ I / /�/ - _ I ----_' - --- - -_.I " _ /7 /�. _^•. .•. r. -<:. r' ` w�w w So\gC/C'ROAw�pS �13Rx) :PROPg / /\th � OMH F zPUPROPOSED SANITARY SEWER OSERVICE LATERAL (TYP.) MH30B LO(s4 LLJ L/ )SED WATER SERVICE�/ 00 LATERAL (TT T _ PROPOSED WATER SERVICE \ : �� ( / LOT71 \ / / I / W= / / // / /PROPOSED SANITARY SEWER / I / LATERAL (TYP.) .. 4 LOT z4 / / SERVICE LATERAL (TYPJ LLI _ J I - - LOT LOTT z / / Q Q \® l f • / 11 LOT19 J (- I 55 w LOT 73 // / CJ �u_.. /. PROPOSED WATER SERVICE; Q hv" / / / l7 (( 11''''�� I I IROPOSED 8" SANITARY SEWER LOT 54 r LATERAL (TYP.) Ul7 V M I 34 _ 1 I LOT 53 I LOT 52 / / / / /� w 2o' ACSA UTILITY EASEMENT fl s _ / PROPOSED FIRE HYDRANT / \ Q / /° / / w H ID.B. PG. I s. e / LOT51 / ASSEMBLYw/6"x6"TEE/ \ w \ MH 30A / �W ! ry JCS / LOT18 / / / 0 Lu .� .ems _ _ _ / / LOT o / LOT z Q 4 / // / / / / _ 0 0 '' GRAPHIC SCALE' ®S s MH 33 / 5 // // w 4xso \ % \° 4� / 1 // // !//// / JOB NO. 30 ® 0 15 s0 60 �z \ \ ` LOT 49 / / \ w \ \ 11 l l 112066 s \ \ \ \ -SERVICE LATERAL SANITARY SEWER LOT 48 // / // LOT / y / / LOT z7 / % a / /\ \ / l 11 �� \ 47 w LOT 17 / SCALE ( iN FFFT ) OPEN SPACE \\ \ _ / / / LOT46 - ,PROPOSED6'CLSzDIWATERLINE g A w �,Sxo // �( : / �� _ ATC,HLINE _ SEE SHEET 8 / 1 = 30 1 inch - 30 ft. LOTo/ / \,. i \ �// // SHEET NO. ryTff PROPOSED SANITARY SEWER LOT 44 / / \ \'" / / \ \ \ // T 11114 \ LOTz - o/ 1 / a W / LOT45 / \ I MATCHLINE - SEE SHEET EX MH FOOthill-io 1 / // / PROPOSED SANITARY SEWER�OT — �/ 7 F`22 SERVICE LATERAL(Tz+,l / LOT 43S So�lTIE-INTO EXISTING 8" SANITARY SEWER / �/_J MH-32 LOT 4zwLOTi6 / / / NSi OPOSED 6" CL.52IAI/M6*00 / / LOT 76 1PROPOSED 8" SA�ITARY SEWER — _ __ —__ /,G E��"�w \ / PROPOSED SANITARY SEWER / SFD / viz+o I SERVICE LATERAL (TYP.) / / / wzo'AC� UTILITY EASEMENT z _ ----// / //\ � • (S. , w I - / LOT is / // / - D.B. , PG. //.. \ / T PROPOSED 8"x6 TEE / / •• w/(z)8 G.V.&(i)6 GV / �\ // / PROPOSED FIRE HY\T� / PROPOSED WATER W W W W ASSEMBLY w/x 8"6"TEE / IIL ) / / LATERAL (TYP. / LOT 2 j, / � I E } LOT 14 EXISTING 2o' ACSA LOT 77 / PROPOSED SANITARY SEWER / /��SANITARY SEWER EASEMENT SERVICE LATERAL (TYP.) / o I '. / / / SFD + _ / h D.B. So75, PG. 664 brk-6-i EX MH Gln/ / \` LOT 78 � W W W` W W W W W W - PROPOSED 8" SANITARY SEWER / s w v �v SFD / \ . 20 ACSA SANITARY SEWER EASEMENT /. / LOT 13 N WW �� %_ \ �\ L. A \ �. D.B. LOT ,�/ co co A . A / / / / �� / PROPOSED SANITARY SEWER �s V/ W W W PROPOSED AIR VALVE / U V) -� SERVICE LATERAL (TYP.) LU N ST \XISTING ORMV(�ATER LOT // / Lor32 / / // io / /� s\ O z 3 W W W W W W W W W W W W \ M NAGEMENT FACILITY ! // / / W W W W W W W W W W W ----_ \ ~ LU i�' / /. LU LOT 12 / H �/ �� / \�.� \ �� s\s > Z LOT 33 // 4-EXISTING SANITARY SEWER EASEMENT SHALL / / / / / y / / W W W W W \ N BE EXTENDED TO THE PROPOSED VDOT R/W. / / / / LOT g ��W�W W W W�W� �W�W�W W W \� y w /�//�� / l l l l l `l % •l ����_ l / l--- / / / �\ / / \ WWWWWWWW W W `WWWWWW w \0 W\\// W✓W / l / l / / / f r_, — a / PROPOSED SANITARY SEWER - LOT 34 /' • / / / SERVICE LATERAL (TYP.) W GREENWAY W W W W W W W W DEDICATION 1 ` . W W W W • PROPOSED WATER SERVICE WAREA W° LATERAL(TYP � /// / L ii / •.\ .- �(\/ /� W N W \ /4f� / / PROPOSED 8" CL. 52 DI WATERLINE w N W W W W W W W W W W W W W PROPOSED FIRE HYDRANT LOT 8 0 ASSEMBLY x6 T o \ EMB w/6" TEE I _ i ROPOSED 4" CL.•53 DI WATERLINE /' o _ a o° PROPOSED TYPE A // // EX MH Foothill g 2 W w W w w a l: 00 " " WWW .� — ®�\\ � j'i Il I --__�\ Q � d `° > •.—BLOW-OFF ASSEMBLY // — = = POSED 6"x4" REDUCER _ — — // // BLO LY W W W W W W L B R VI W COURT— Ro I2+O° /Trl — —7 1i+ o �� // — —PROPOSED io' PRIVATE SANITARY PUBLIC ROAD (54' R/W) - W I LOT I I io+oo _ io+5o. _ i+oo _ 5 .� // / SEWER EASEMENT \ / —� y m / D.B. PG. co EXISTING zo' ACSA SANITARY SEWER EASEMENT PROPOSED 8x6"TEEI rM m . Mv�/ Bs s /M w(z) G.V.i) 6' G.V. O) WN0 — — —I ° g ROPOSED 6" DI WATERLINE — \ ` WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW \WSW ` ---- -- — —I — JI I Fv+LOT / \ \ LOT8� YH — LU T MH-29 SFD PROPOSED 8" SANITARY SEWER — 20 A Sc A UTILITY EASEMENT// OPEN SPACE —� I PROPOSEDPG. \ LOT36 I I CD LOT \ �. LATERAL(TYP. II II II D.B. \i'�\ ;� ///� 07 I \ PROPOSED SANITARYSEWER N J SERVICE LATERAL (TYP. \ W . 5' MIN. HORIZONTAL SEPARATION REQUIRED I \ \ I \ CV BETWEEN WATERLINE AND STORM 1WER — I I how I I ' I I _\ \ LOTS I LOT \ \ \ WWWWWWWWWWW �WW WA; W I _ _ .'' \\ I �/ // \ LOT85 > LL --------- -- p I_ — / , ' � I ° ` ILIII / FA W W W W W I \ / c PROPOSED WATER SERVICE S W _ \ . �. LATERAL (TYP.) I f LLI p I II Q EX-MH-Foothill-g-i I J i>LOT 37 T3 U) LII--uLOo —II PROPOSED FIRE HYDRANT. PROPOSED WATER SERVICE _I LOT 86 ° '' ^^ Z / ` I o _ \ / V / a _ASSEMBLYw/8"x6"TEE /'\ \ SFA Q J LATERAL (TYP. WWWW W WWW. WWW�. W _ T I I / CL > ` / PROPOSED SANITARY SEWER \ \ \ / Q W W W W W W W W / LOT 38 I MH-26 SERVICE LA zERAL (TYP. \ \ j / LOT 87 J J W W W W W W W W W W W W W W W W W PROPOSED SANITARY SEWER I I I\ / \ \\ U J 1 t° �� / SFA �--� W �W�' W SERVICE LATERAL (TYP. � W W W W W ` o \ �- 1° \ 20 ACSA UTILITY EASEMENT /I _\" \ \\ \ D.B. PG. \ W I- I / = I \ Ln D W w //// �\\\ / OPEN SF U) OLL W W W W W W W W W \. a \ / "Glf �.�..... W . W- -WWWWWW \ z W ✓ `/ . , W W �W . N W �\ ` LOT Lori / / GLENBfZ00K AT / 0.09 AC LLl I "/ " " " 'PROPOSEDio'PRIVATESANITARY \ \ \ \ ° \ \ / FOOTHILLS - PHASE II w Q W/ W W W W W i SEWER EASEMENT ` \ W D.B. PG. W W . PROPOSED io PRIVATE SANITARY N \\ W \ / / / \ [` PROPO D 8" CL. 5 DI WATERLINE u \ \ \\ / / / \ O SEWER EASEMENT W / / `- \ \ \ \ \ \ / \ / O D.B. W PG. / / / \ \ \ �\ / / / \ I 0. LOT 4o �rl� / z PROPOSED io' PRIVATE SANITARY / y / \ \ 'p \ Cr ((D / SEWER EASEMENT CONNECTION TO SANITARY SEWER SYSTEM D.B. PG / / i / INSTALLED WITH GLENBROOK PHASE z / PROPOSED WATER SERVICE � a / LATERAL (TYP.)Lu I / / Lu LOT 41 \\ j / CONNECTION TO 8" DI WATERLINE / / �' / / � �2 1 / INSTALLED WITH GLENBROOK PHASE z / CRAP IC SCAL / SA v�� B N PROPOSED io' PRIVATE SANITARY � �o o. so o u so eo izo SEWER EASEMENT— ASEMENT \ FIRE HYDRANT ASSEMBLYlNSTALLED PROPOSED SANITARY SEWER S 112066 D.B. PG. / WITH GLENBROOK PHASE 2 \ \ / C SERVICE LATERAL (TYP.) SCALE '\ \� = 3 / 9 FEET ) W\ � // \.. j �� o° / d_.� Z O 'nch = 30 ft. _ W W W W W W W W W W W W W W W // \V./ / 2/ _ �` SHEET NO. J 8 PROPOSED WALL _ ---- PROPOSED TREE PROTECTION FENCING ROPOSED WALL GEOG_RID -69PROPERTY BOUNDARY=_ _ POSED TREE PROTECTION FENCING -� --- -- - -_ � 682 TW- _ - 685 TW 694 (MAX. HEIGHT- 85 TW - 8 T�/i/ - 686 TW =686 TW o I vv- - _ PRO 2z' HDPE YARD DRAIN SYSTEM - PROPOSED / _ - - -- -/ \ - - 68 TW 5 5 686 Bw 81 =684 TW 85 TW 680 BW 5 580 BW _°"� - wl lo' PRIVATE DRAINAGE EASEMENT T - o \ rLio.N - B� - 682 BW- - - 681 BW 686 679 BW 6 W 682 BW - - -684 BW M = i1` 68oTW 78- - O - ---- D B. _ , PG. I68o BW o 678 96 - _ _ 8 6r^68400-PROPOSED ROAD DRAINAGE SYSTEM - - -� - - 197 LINS 10+50 \ �6• 11+00 11+ O 682 -� E - - :� 5 / - f / \ 680T 682 bi 86 / \ 035791--- �PROD T STD. CD-z \j0048 / 4�4�22 q• no- 6�6 101, \ 2 b� \ I / PROPOSED 8" HDPE ROOF DRAIN SYSTEM \ \ off, l �S G c� Z In - _ - l�*$0 / PROPOSED_8"HDPE ROOF DRAIN SYSTEM^ 680.00 b / D.B.PRIVATE DRAINAGE EASEMENT / 'SIONAL E z W -- - w/ lo' PRIVATE DRAINAGE EASEMENT ` LOT lzo I D.. , PG. / / ' \ \ / L z% 5/0� 4% /o� � J 93 ,I{V W _ _ - _\ D.B. PG. LOTi1g i / w \-13*O 6�8� \ \ LOT 118 68g.3 , I I '�,{ Q zo' PRIVATE DRAINAGE EASEMENT � \/ O � VAR. WIDTH UTILITY DRAINAGE &ACCESS EASEMENT. PROPOSED 8" HDPE ROOF DRAIN SYSTEM _ - Q.W - - / \ 90.0o FE / z ,� I D.B. , PG. I - - _� 5 \ �. 688.o GA EASEMENT SHALL BE VACATED UPON THE EXTENSION w/3.o' PRIVATE DRAINAGE EASEMENT I O iq - - _ _ D.B., PG. LOT u I I�W �- ' I {� o :o 'r L - \ P/? \ \\ LOT ii 686.6 GA 88.67 FE - 7 // \ Z _ � ] � \ OF LEEHAM STREET. D.B. PG. LOT a LOT iiz J ¢ o _� z% '� \ ATFA FF�Y Z3xSO ioz \ \ LOT ii6 87.33 FE �0` -f 3 O LOT 11 3 W / /0 { < q 686.o GA o 3H \ 5 4 LOTI I �u 4 °/a 4°� ��R. it 68 GAR 86.6 F€ S/a� 6 8.0o GAR �Q1¢ � / LOT 110 LOT lOg _ \ \ :: �. I'V/�/, �\ \ \ 86. 3 FFE ' ,. i• - \ \ O c / 678.00 GAR 7 LOTio8 67933 GAR 678.67 GA 678.67 FFE 678.67 FFE 67733 GAR I { �/ �6'1 LOT to ---- / / off'/� vv A FgsF v.. I 0 :-;� O 680.0o FFE 67933 FFE 678.0o FFE I / 1 f' l 6 6.6 GAR ] LOT 106 / /� 3 / \ ^' \\ MF, /) �. 4x0O - ` •\ \ \ \ / 6J6 i - >:� \ \ I o .33 FFE 67733 GAR 678.0o GAR LO 105 ! tC \ � r \ � \ \ � 12+ p - - - 78.0o GAR / \ \ \ � PROPOSED VDOT STD. CD 1, '�" S \ \ 8.6 FFE 678.67 GAR o \ �S.. \ \ 00 - 13+00\ - .. 7- 7 /or.,•�. / �„ 13+50 _ly+0o^ \ 3 DRAINAGE EASEMENT-7933 7933E LOT 104 � \ \\ � - � � \ x� I - �-s�__ a� / D.B. PG. - 68e.o FFE / - \ / \ \ Z�x \4 \.° ; •. /\C6•.. ���'�\`,� J� Z a PROPOSED S' HDPE ROOF DRAIN SYSTEM _ � I s o, 6 / \\ s So \ s �6 I m o w/ to PRIVATE DRAINAGE EASEMENT : • . -�,. _ - _ / __ OT 103 l ` ` \ \ 5 .�. I n I H m D.B. PG.-- \ \ IIA u=i 680.67FFE oG OT1 6/ \\ /``.o yxcz _nk ZI V� U F- r oz/o� _ _ _ A ROPOSED VDOT STD. CD-z / _ \/ \ ` 680.67 FFE \ LOT iol 3% r ti ° �• 68 \ \ \ U $$B -wG \ _ __ PROPOSED 8 HDPE ROOF DRAIN SYSTEM- % „ / \ \ O ` I \ w 0 w w wPROPOSED VDOT STD. CD-z w/ zo' PRIVATE DRAINAGE EASEMENT \ 680.67 GAR / z%<: ,' / , \ \ \ m / \ z 11+50. 22+00 12+50 1.23+00 I \ D.B. _ , PG. \ 6@i.33 FFE LOT loo \ „° 683 " j i/ ROPOSED ROAD DRAINAGE SYSTEM \ \ / .� pz g 3 8 -mod -� I goA �3+50 \ \ -w \ \ \ 68i.33 GAR / \ O a N I Ln F- G \ \ 6@z.00 FFE F� i �\ Vl F s �� m 6 - w LOT 99 \ \ 690 \ i > U o \�. \ 4*0p w O Si.33 GAR ! „ 4/ 66 - \ H W \. +. �l\w \ TrSz\oo FFE LOT g8 / �i�I �'o�j� ! / \ O / > z 8z.00 GAR ,� o.. h ` m 9 - � pgRK 14xSo w\ \ 68z.67 FFE /. ' ry Q 65 / \ \s9 \ W _ w \ / y / z0' PUBLIC DRAINAGE EASEMENT �_ c PUeC/ Rl� \ \ 68z.00 GAR / 10 �Q / D.B. , PG. \ \ - o - - l C/�O Fp - w 8 .67FFE a 2ti FUTURE - a P 6 1 F + I l /1 b Is6 \ T \ ,°\ qo 6�-RRWV � Is�w `\ I °' �m 11 \� \� DEVELOPMENT \ _ ROPOSEDVDOTSTD_C_D1, �\ w \ 64A / \ \ PHASE IV / 0 m / 667.47B56 PROPOSED 8" HDPE ROOF DRAIN SYSTEM J.. _ o°�� I �- • ° • w - 4 w/ 2o'PRIVATE-DRAINAGE EASEMENT' \ \ �ZSx I \ \ / - /// D.B. PG. : u " a) PROPOSED lz" HDPE YARD DRAIN SYSTEM \ SO A 7 n 1 64 \ N - r I w/lo' PRIVATE DRAINAGE EASEMENT \ c 6 .6 F I II I D.B. PG. o \ w 1 \ �. I I S I 6 .° - - U7_4 - 67s.00 \ \ w 6z \ \6, / \ - / Q o 0 7 z \ 6 4 �� _ 4 I I - _ 6�00 6x 56 83 1 6 s S - )POSED VDOT + )�\, 5. FF 5� Lii I I - _ - vo vv \\ s90 V A V A PROPOSED 2' HDPE YARD DRAIN SYSTEM .< /' ii I a �� I { I - - _ -f- \ Z6`x / �. w/ lo' PRIVATE DRAINAGE EASEMENT II I I ; < I PROPOSED 8" HDPE ROOF DRAIN SYSTEM 6.o0 \ \So - { I I D.B. PG. I � w/ zo' PRIVATE DRAINAGE EASEMENT I $ - II I LOT97 D.B. PG. I. 674.67 FFE I'^I S.'./ ii f d I I C � I 1 664.8i BSMT • II I II / - � , � \ .: "', \ \'\ \ \ � \ � --- � :Yi � > I : I h• ° I °•. - LOT 94 LOT 93 / \ . \ \ \ \ --- I1677.33FFE 67733FFE LOTgz •\. \ \. i -. 606 / � � R C'') J o II II I 667.a7 BSMT 78.0o FFE 6 / 4.00 FFE I. t II Ij 7 8 - - - 667-i7 BSMT 667.83 BSMT 668.83 BSMT 668.8 'BSMT LN 0 .i '>o"+ k 678.00 FFE LOT 91 /' �•.. \ \ X o\ \� 6� \ .� ` V t 66 .. BSMT m; 20' PUBLIC DRAINAGE EASEMENT 9 / . \ \ °\ \ LOT1 I I N .I D.B. ,PG. -d 667.83 BSM 6�a LOT o \.\� \ W m 663. 7 I I ' '� \ II • 3 /°�- - - / 78.67 FFE LOT $ \ .. 6 \ / / (� ` 0o- 1 I 9 �\ • \\ \ \ \ \ -5 : �66, / 668.So BSMT \ \ k \ \ L -14 - _ _ - _ /� I 67933 FFE LOT 88 > • \ ( n T PROPOSE I-VDOTSTD\i-z II \ - : - Sa/u 470 / 82D �_._ 669.a766MT \ \ �. \ �10+ 0 I II 83---•->_ _ % ° 679.33 FFE LOT 87 / x \ \\ / o •lo+oo _ _ - 5 11+Oo /0i 66g.i7 BSMT 6 0 - 678. so W PROPOSED 12" HDPE YARD DRAIN SYSTEM -� J `o 8bD m 20' PRIVATEGE EASEMENT a-11+505 5 _ �I 6%� 569.i7 BSMT LOT 86 / / P w/ lo' PRIVATE DRAINAGE EASEMENT \ / - _ - /. 67933 FFE : 60 ' y,D. B. , PG. Q z'. D.B. , PG. - ' _- lZ+p \ �•._ ` \ 6% 5 669 i7 BSMT 7933 FFE / // \ •° -\ -\\ \ / N r 66ga7 BSMT I 1 p n - VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT i � g _ s �13+0 \ \ / \ / 4' �8- _ O, S 4% O LOT 8 b^ 6 .00 \ \ ROPOSED ROAD DRAINAGE SYSTEM NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. LLI z w ¢ 1 180 3% z%- _ PRIVgTE r5%R $68.� 5 Q j / J Sor 1:J \ CL w0 PROPi SED 6DOoF ED.CDC ROgO�30'R�E 13\Sai_ l SRO // LOT8y` ! •_ \ A \ Z& w \ / J H� o 6 z.00 FFE t J I ° k�° _ 6 SO 7 �. V 666.67 GAR 667.67FFE _. __ --_ _ 826 �� \w / 7967 FFE - \ \.° \ 6� 66z.i4 BSMT I I Z PROPOSED 8" HDPE ROOF DRAIN SYSTEM 1 { Q m 667.33 GAR 667.67 FFE - / / / 3% _ w PRO oP SED 8"HDPE ROOF DRAIN SYSTEM 6¢g.8� BSMT LOT 8� \ \ 6 \ \ PROPERTY BOUNDARY (�) w w/ lo' PRIVATE DRAINAGE EASEMENT a - 0 79 LOT 6 667.33 GAR 667. 7GAR 33 _ I 2%f wl io' PRIVATE DRAINAGE EASEMENT %�� 679.0o gF / \ _ \ \ w / _ = _ _ _ 66 6 FFE _ 11 1 L u D.B. , PG. 0 + + LOT 7 33 668. FFE / ' \ l .. II w - - -__- __- W �+ i 5 D.B. PG. 69.4 5 58 \ \ o 5 57 668.0o GAR % LOT $z 9x00 �� Q I .I I LOT $ 668.33 FFE k W� \ / 678.33 FFE � m 5 / � � � 3%r � �Z4 \ �/ 668. BSMT . - y ''" PROPOSED 8"HDPE ROOF DRAIN SYSTEM �... 47 / I w/ lo' PRIVATE DRAINAGE EASEMENT I- \ I _ / 669.0o FFE \ '/ '� \ \\ \ \ \ 678.33 FFE 7 \ D.B. -, PG. - - - - - - O�/ e I PI O IOSED 8"°HDPE ROOF DRAIN SYSTEM' _ - _ / 668.67 GAR 669:OoFFE �` \ \ oyo:.. 668.y7 BSM ' - \w� i 1 F _h w/ lo' PRIVATE DRAINAGE EASEMENT o .' 7 3 I 669.6g FFE / \/ / \ � '� 667.67 FFE LbT$O 69 \/� \ 56A LL o I 6 .5o i. B ] I D.B. PG. "zo' PRIVATE DRAINAGE EASEMENT / LOT 62 669 33 G%CR CZ ✓ ao\ \ \ 667.Si BSM 6 \ 5i �9*$O w /^� o 0- • i I \� D.B. , PG. _ _ �l ` ° \, �Fx \ \ q,67 \ �� \ 20*0p 6. -w o- ' zo' PUBLIC DRAINAGE EASEMENT ' LOT 63 LOT 6 / <\ \\ SO \ LOT 79 \ \ 6 w O = J D.B. ,PG. T ter.•. :.,\ 4 n S� \ \\\ : 9�' : \7.67 FFE �' - 20+5__-w w w w U � o Cz \F k o 1l -666 - LOT 6 ti \ \ 667.a BSMT LOT 78 y zl+oo zi+5o i { : 7 3 E. , + l 77 5 \ DR/V �/�y ZSx\\ / 61� o I --I G _ ROPOSED ROAD DRAINAGE SYSTEM \ O \\: \ 677.67 FFE LOT ]] O -� - o I I 1 7 M I -- y- y ;• PROPOSED 8"HDPE ROOF DRAIN SYSTEM \ \ qTF ° �� I J `/ 667.81 BSMT / __ ox o Y = z PROPOSED 12" HDPE YARD DRAIN SYSTEM .: , -7k - ---- --- --- --- -/ _ -- .� w/ to PRIVATE DRAINAGE EASEMENT / .._� °9�� \ \. / 7773 - '2/�� \- 5_ �01 _ a {e wllo'PRIVATEDRAINAGEEASEMENT \.. ,.°,- _66y �ZB / ---- --_ a :� • D.B. ,PG. /.. \ a.FY(? T F \J T -\ i66.8iB5MT t 6 PROPOSED 8" SYSTEM\ p w 0 0 E PG. i 0\'LIA D I I I 67o.67FFE I I tao I 73 / / 2 �'�:� l /,.._a l ^ % FgsFFFT ] ..� 667.a�BSMr l f.... �..., 0 Q o " 'w/lo' PRIVATE DRAINAGE EASEMENT gj � 66o.8iBSMT 1 0 1�:�. ° b •. ..... - 7 668 \ I D.B. PG. E \.. l F,y SO. \\\:: �/ /'PRO POSEDVDOT r /hI M $! Sx , cz I I �.. f .. ..\• G 4. 10+ 7 O q7 \ : / �\� p.67 FFE ! / \\�•6� • - . ,^ LL II { PROPOSED VDOT STD. CDi „4 $O_ 2A b / 6933 FFE T)\ / �\ STDoD�CD-1 7 6 / ��\ s \ 52D - - - vJ �\�. w b / 66 0o GAR \ 66 8i BSMT / :. ° _ O V PROPOSED VDOT S D. CD-z_ 011+ PROPOSED 8" HDPE ROOF DRAIN SYSTEM / 9 /:' \ _ E \�\� \ / / 6°/ s - - - - - - - - - ` z g u L 00 68.67 FFE % 44 \ \ 4o/Q / / v 1 / - ROPOSED ROAD DRAINAGE SYSTEM _ w io PRIVATE DRAINAGE EASEMENT / °\ \ -T // �.. / / �67i.00 GAR -^ / z / �_ 668.33 GAR \\- y 2 \ 11+ 0 D.B. , PG. _ -OT 66 668. GAR \.. \ . S p \\ ... � V Y , I - 6 i.6 FFE r b s ---- - In S � � \ 33 . °• / _ 7 7 LOT zl � �� o - \ w � z POSED I11 r/ - -` • _ -i. ]3C 1 ]7 ° Zi}T 6] 668.0o FFE \ /FkD x6O �� - .�:. / / /... Q `V•. / \ \ LLn���L/// \' J 1 1 •a .._. <.: li 11 -:, - _ - - • }.. /. w \ 2x00 / / 667.57 GAR \ 33 i U \ TikC. \ \ \ �6 /670. GAR Q� O a o zo' PRIVATE DRAINAGE EASEMENT' 1 u n ' � �--` w • • � i.00-- -r. _ LOT-6$, 668.0o FFE / ..r \ \. .�. so- /\ r l 6` I / 7 ((/ -\ A D.B. ,-PG. 66- U.. �. 11 I o : ]2F ..:. - -a \w� - 667.67GAR /.. \ �tP / .LOT 22 .i. O ROPOSED VDOT STD. CD-z \ v/ O `o I2xSo \ LOT 6 / / \... 0 zo' PRIVATE DRAINAGE EASEMNT / / o 0 i� V ° • (... 6u/o i / % „ �. y.. BLIC'RO S ✓Vq V 666 9 . , / I �5.. ° D.B. , PG. m� T` 671/33 GAR ^ a 76C- , - y r _ _ 5 : _ qD is - --` k - 723F.. ,. \ \ / / / 668.0o FFE .�.. % \ \ rr 670.33 GAR- /b /� J i� 67z.00 FFE LOT 20 ! / 0 0 - 664 _ �� } • 4 R/(1, �. \ LOT 70 667.67 GAR (( / 67i bo FFE Q 4 \ / ! V 0L a I I 76 PROPOSED 8" HDPE ROOF DRAIN SYSTEM / Z3x \ / o LOT z3 2A o 7% �'. �.. 00. b. \ / 68.00 FFE / 2 26 / 6 5 0 5 , / W S x5 I wl io' PRIVATE DRAINAGE EASEMENT067 33 1. GAR / 3 D.B. PG. --- - •° I ,_. PROPOSED 8"HDPE ROOF DRAIN SYSTEM LOT 1 W 9 7 ,v z.00 FFE / CD , / - �`.. \• \ / ] 667.67 GAR / `� 66 6 GAR / / /..7 / x 657J5 'I - 60 / 30° �� r wllo' PRIVATE DRAINAGE EASEMENT / 446 / / 670.33 FFE / PROPOSED 12" HDPEYARD DRAIN SYSTEM / / �(�DI� °' \ 6 68 67 FFF �OT zy w/ lo' PRIVATE DRAINAGE EASEMENT 6 o V 6 6 / D.B. PG. 6 LOT z \ C.7 W / D.B. PG. - 9 / / I /6D 658 L�55 -- \ �4/ / �o ^�� \ m _ w:�� •� 4 \ ] LOT73. 668.33GAR 668.67FFe // I fO� / go J f� '0 : LOT1 / 7 O J / ] 666.33 FFE _ fib QTG R 33x 44A ry /66gJ337 5]. / t. / ]/o I \_ 6 / 5 0 \ \ s0 �. 06 668.33 GAR /, V' �- _ ' 6 o 664.33 BSMT 66633 FFE -^LOT 53 �_ ° PROPOSED 8" HDPE ROOF DRAIN SYSTEM 00 :° ° w LOT ]y, / l / = ty l / OT 25 / / N c _ ---LOT 2 wl lo' PRIVATE DRAINAGE EASEMENT - r / I S6 666-33BSMT 66433�AR 7 14x o o F 67i33FFE // o 666.33 FFE 664.33 GAR _ D.B. -PG. - - - - •ROPOSED VDOT STD. CD-z U PROPERTY BOUNDARY - ; 1 _ 658.17 BSMT 666.33-FFE / / LOT 1 - \ \-- / / 0 - - ROPOSED VDOT STD. CD z: / / Q hW ,/ �/669.67 GAR / / / 0 / / / / w H- o I - _ 6 8.i BSMT 5 / ^/ 5% ^ ]oA PROPOSED DOT STD. CD-1 /� �6+ r !� Q / _ 669.67 FFE / xy / LOT 18 / // 0 w -Oo ------ j c ' ' s s 7_ / / 6667�nR LOT o / / ! 70 \ < .. \ / / m / LOT z 5oB // 7�0 m 1 _ 666.6 FFE 5 3 °• Z 1 GRAPHIC SCA.L S ". / / 6 8. o MT 66733 4 ; 8° I A 0 \ 67 GAR / / / / / o I � - '�- s � ' � < / 5 5 �- --PROPOSED 8"HDPE ROOF DRAIN SYSTEM � � - � -_ •�� � 44 / /66g.00 GAR f � � / JOB NO. 'o �654� 5 \ / 667.33 FFE LOT 6 w lo' PRIVATE DRAINAGE EASEMENT 4% -� -• • : - \ / 66 6 FFE ° : - fj.33 FFE / !�! L y ao o Is ao so `� 659.i7 BSMT �49 60� I yob 42 \ 9. 7 g ! - / /! 112066 0 _ � \ � � 665.33 GARS.. D.B. - , PG. , % � - r°...., ' - ," - ,. -k3 / _ LOT � 654 �� 667.33 FFE �OT 4i5 6 / LOT 47^' ,/ y/) � �:.� ° w l $uj0 l _. -_- ,l f / Gov LOT 17 J � / SCALE c BSMT 665.33'6AR / 64.67 GAR - / 2% 0J\/: \ 45 _ _ / o FFE l \ 1Sx . �n ( /668.,, GAR /. f: / / / l I ! l 1" = O' rn 9 A O 669.00 FFE V / ! 3 ( IN FELT ) - - � � \ - 66z33 65.33FFE LOT46 � k W, \ ° � MATCHLINE -SEE SHEET 10 / //� _- - OPEN SPACE \ _ 6 - . 659.17BSMT ! 1 inch = 39-"ft. ---- --- ----- ----- ------ � ` � S8 664.00GAR \ OA �... ! � LOT2 / �... An m l I�i SHEET NO. o- /�zo' PUBLIC DRAINAGE EASEMENT 0 ]° � LOT `.... \.::. / ! D.B. , PG. n , . % / 6 /6 GAR --�._\ \ \ //O / / - 9 P. -..-.n. --OPEN SPACE _ \ �� \\ S8 ss 6673FFE 65.33 FE 4o00 Ty6 / 4° 6 • q.' oA.a 6 GAR�SxO \ 66g.00FF�LOT -- 6 659.1785fy1T I \/_ O / C\\" zo'PUBLICDRAINAGEEASE MENT ■ o. ..boo: A CHLI - S E HE Tg / VDOTWIL / / L ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT PGA , n I 16 .67 GAR �..� ��/ o / NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 663.33 GAR_\ i.33 FFE / 66333 GAR PROPOSED ROAD DRAINAGE SYSTEM jS*SO -- --' / -- 64.00FF LOT43 - - :. - LOT 16 - / 66 6 6 oo FFE 66 oo GAR / _� �., /�\w ✓ / / 9/ 7 _ . / y A I \6*o0 / �i PROPOSED 8' HDPE ROOF DRAIN SYSTEM / LOT 7�7 W W W S W W e = PROPOSED WALL 664.67FFE '� ,✓' MAINTENANCE EA EME 64 / H PUe F l \ / / /6 0.67 GAR w/1o' PRIVATE DRAINAGE EASEMENT .\� \ --- ---- --- ------ \660 / \ // RRS q / i 33 FFE D.B. -, PG. _ -- W �\ •D.B.'S PG. EASEMENT / C OgO��I/ `�� SFD LOT15W W W W W I AR - -- 652 BW 7 33G \ - - - - _ - - zo PUBLIC DRAINAGE EASEMENT 70, - - ---- ---- --- - -- 6 �.. 67�.00 FFE W W W W W I. W W W W W W W \ . . . . . . . W . . . . . . . . D.B. , PG. _PROPOSED WALL -- / i LOT z -SWM FACILITY, MAINTENANCE, &ACCESS EASEMENT_ -- MAX. HEIGHT= ' - - \ \ / a 9 \I I, I LOT 1y / 7�n/ ��. / D.B. , PG. -- _ �� WWW W ( 3) - - - - �ROPOSEDVDOTSTD.ES-i 7z.3i/GA / I / O ' LOT 77 / 674.33 BF 7o I /�. //.I o :� I I � �. � � � /l l /l SFD _PROPOSED VDOT STD. CLASS Al RIPRAP OUTFACE _" I �O lF ni I �� / / / ' PROPOSED 1z HDPE YARD DRAIN SYSTEM wl GEOTEXTILE FILTER FABRIC UNDERLAYMENT / ,.i j l I OT.30 wl loPRIVATE DRAINAGE EASEMENT 0.-17, W7-g', Wz=zo', D-1.5 MIN.)W / '/ D� / D.B. , PG. L 78 71. GAR/ \ s / SFD "SWM FACILITY, MAINTENANCE, & ACCESS EASEMENT; / 66 o B�M / ; / / / 6�l 00 76 \ \ / / I / LOT13 .N� W\ W C ��\_ \`� \ \ W W\ � � D.B.D.Bi , PG. LOT 31 / / / • / /� / / /� \ \ \ \ / W �, PROPOSED VDOT STD. CLASS Al RIPRAP OUI . ILL GA wl GEOTEXTILE FILTER FABRIC UNDER LAYMENT 673.6 FF�ry (L=12', Wl=6', Wz 14, D=1.5' MIN.) �\ l i / / 665.B9 ` \ WWW�.W�� s . .W.w. . •\ �! \\�\\ ` \ �.\\ low \XISTING STORMWATER /`' ! y LOT3? \ �/ U. CD-2 / j LOT10 \ PROPOSED VDU I I UI / \ MANAGEMENT FACILITY ✓ / 71.0o IhAR/ W 6ry3.00/FFE l i • `` / � � � \�. /./.I 'l y 664.8-4 B5 / o / % : p . / PROPOSED VDCiT STD. E5-1 z l�. /. ri I. %63�) / / LOT 12 / / y v.f r 9 o LOT 33 ul 1 o I it l l / 1 1 f \ * // / \ / LOT I .WWWWW � W I I r l r l 9 I 1 I/ / 670.33F� / 64 i7 B5 5Y/o PROPOSED 8" HDPE ROOF DRAIN SYSTEM lo' PRIVATE DRAINAGE EASEMENT / 34 41' PUBLIC DRAINAGE EASEMENT - i LOT 4 D.B. , PG. \ \ / \ \WWWWWWWWWW WW GREENWAY w \ \ W \'Wi % D.B. ,PG._ /rl W W \ \ \ "'� W / / 6g.67GAk W \ i DEDICATION W W W W W AREA W AW W WW mW \ � i / 6 ,\ 6761.67 FFEN�I * / V\ x / / / �- - 30 -- ri E68 36 rr l 11 / 33 V ` i A / WWW W W W W W W W W WW W W SWM FACILITY, MAINTENANCE, 8 ACCESS EASEMENT i 30 / l i _ - rl / zo' PUBLIC DRAINAGE EASEMENT W W W W W W W W Wtp D.B. PG. D.B. PG W _ _ 306 n / . I 0 \ 35 I / PROPOSED ROAD DRAINAGE SYSTEM LOT8 WWWW \ W W V A- i Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Pro\ided (feet) 30A 24 18.4 40.8 41 f SCOTT /R. CSLLINS Lic. No. 035791 4/4/22J�I �ssIONAL E�Gl TFIE` � � � W WWWWWW\WWW of W W W W W W W W I W W W W W W W W W 1 l+ M I fl , I W W W W W W _ PROPOSED VDOT STD. CD-i 12+00 /- - \ \W 3 w 11+50� \ './ / � \ \ \ W W W W W W \ W 10+00 10+50 - 11+00, b L T3 p 1 "— BARKLt VIE C URT M i/� / l /� \ co Q PROPOSED VDOT STD. CD z 11 6' ,;,,_ „ / M 6a; "` ii PUBLIC ROAD (54' RIW) "c // � M W 670.33 / /�/ �ro1� C LL i \ W W \ \ \ \ W W W �� v I 32 ° 5 / 1 xs -� � �"-s- '38D = � -_ r--� \ I\ LLJ \ \ + LOT / -�--o 7 / / / \ \ W \ WWWWWW W I _� -- - - - W W , co \ \ \ W W W W — — I' LOT 8 SFD q \ \ I WE CD OPEN SPACE T3 --LOT4 PROPOSED 12"HDPE YARD DRAIN SYSTEM l�I \\ \ WoPRIVATE DRAINAGE EASEMENT CCQV PROPOSED VDOT STD. CD \ D.B. PG. w o I LOT ROPERTY BOUNDARY o 4 s e HORIZONTAL SEPARATION REQUIRED LOT 85 V JQZ� Z BETWEEN WATERLINE &STORM SEWER- � 6� \ \o SFA �� � \ \ a - \ \ \ \ \ \ \ \ W W W W W W W W � � � I\ I \ I i'i I • I I � � � � \ i '' �,6 / \ i vvv WWWWWW WW vLu 7 1 \ 1 w w �r� 1 i�l -o D ail LOT 3 _ / \ � �,/ 1` � � (n � p, 1 / _�, v v LOT86 Q `� li II I II I / - - / / - \ I SFA 2 OPOSED ROAD DR)... SY5TEM-'I \. O D 65� q 1 II II -� - / \ \ PROPERTY BOUNDARY / J ^ W L.L 7 V A. \ o A\ y Q (� 0 J / \ \ W WWWWW \WWW W W W WWWWW W W ' y PROPOSED 1z' HDPE YARD DRAIN SYSTEM \ \ A \ WWWWv W WWWWW W WW \ \ < a \ ('rt 4 w/1o'PRIVATEDRAINAGEEASEMENT � � � Q� L T 8 I "1 LOT D.B. PG. X i v / LOT 87 SFA ' 2 Z W W W W _ o W � B\ w 34 \ 34 ¢57.67 / --/ A `I I \1I \V V \\A \ \\ VVA W�W �WWW��WW�WWWW WWWWWWWWWjIWWWWW WWWWWWWWWWWWW�WWWWW WWWWW%WW /WWW W�WW W`W �/ -;v ��\ � ��_ - � v,, \\A�v / ul � DC—n p�L� Z 1 S Q .° o ( / T3 \ A A V / / I\OOK AT / w Q LOLOT GLENB P OP S V OT STD. CD 1 ��� I \ \ / F H �0 AC _ y W Ant \ OOTHILLS-P ASEII � H � _ 77 I I W W WIW �WW�W W W W W WWW A \ W Ws �W W WW Wes' W W W .WWWW W .�\ WWWW � \ � ��� � � \ \° \ ° � \\ \ / j/ / \ / � � � I W W W W W W W W W\ W Q W W I .WWWWWW N \ I I I WW ss w oC W � W W WWW W W � I � I I P,III I W IV W � W W 1 . W W W 1 � W � W W W , - \ \ II , RAPI IC � C AL I I I �C W W W W W W W so o u o 11 so izo \ \ L T \ ` o `� \ / I I .�W W WWIW WWW W W�WW�W �v. W W� \ v i 4 v v � o-vv / / / \ �� / / P� -= w W W W W WWW ,� v � � v ,,,� ,� � /\� A \ j � e /� � � J / WWW WWWW WWWWWW WWWWW` W 00 C7 / ( IN FEET) 11 30ft1 inch CONNECTION TO ARBOLEDA DRIVE PROPOSED WITH GLENBROOK PHASE z Lu w 0 W s - / '� / I I I I WWWWWW,WWWWW�WWWIWW WWW �, �. \ \\ a \ / U) LOT o r \ x W \W \ 4 \ i JOB NO. IWWWWWWW�WWWWW W �c\ 112066 SCALE W I I W W WWW WWW\W W W W �W / I / -3 W W W I \ SHEET NO. \ WIW W W \ \ \ \ s s \ o Zl W W W W W W \ W W WW \ \ \ I� 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+94.32 LOW PT FLFV- 662 oe 20 1 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 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: i. ALL FILL TO BE PLACED AT 9S%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. H I G H PT STA: 12+44.19 - _ - RAPHIC SCALE � 54D 0 . +5 30 .60 PROPOSED 8" CL. 52 DI WATERLINE ` W W W W W W W W WREET W - . .\W . . . . .(W IN ) . . . . . . . ... �fln `';' 54� a .,s -. a r- .• ".. .•• a • .. W ..W.W.W.W.W.W.W.W.W.W.W...W.W.W.W.W.W.W.� f inch . "d0 "ft * v _ EXISTING FIRE HYDRANT PROPOSED AIR RELEASE ALVE' .� O O O ASSEMBLY w/8"x6"TEE .. . ..... -w w w w w w w wav° w w - ... �0666 22+00 2z+So 23+50 w ow �..... 24+50ow25+00p �. � REMOVG&TIE-INTO \ <> w EXISTING 8" DI WATERLINE 25+Sp w ....� 53O f.. OO .W.... . -11 N nEXISTING 8" DI WATERLINE 26+ . � � �... . -672 . . . . - dill 74 - � . . . . . .A fo4�v O SC )TT R. LINS U Lic. No. 035791 °p 4/4/22 47 o:�'SIONAL E�G� 672- a "676 cp/� w/ / I \ W 67/W ./ .j . �� I ...... • . W . \Co . / i I . Ln U ti ?Ix 5. 1%) LU 0 O z PVI ELEV: 661.69 K: 32.89 LVC: 195.00 LOW PT. STA:13+98.92 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 - - r11Ur1 YI CLC V: 00 .21 LV VV rI CLC V: 662. -/J 0 0. ul 0 PVI STA: z+5o.o0 0 rl o o °o m °o m + + PVI ELE K: :664.5z N ° ` I ^a + ^ to �0D + � INTERSECTION OF MEYERS p N ui 3 LVC: 54 oo.00 + v1 .`/'i jj `,N Lu w/ ARBOLEDA DRIVE (STA.', W ui N m V W IN 670 > > 0 �, o m ULU m > 670 III EXISTING GRADE (TYP. o + kD �D o + 0° INTERSECTION OF MEYERS WAY (STA. 15+37) "' 2.0° WAY ui N ui w/ HASTINGS COURTS (STA. io+oo) INTERSECTION OF MEYERS (STA. 10+00) > U > w w/ ANLEE ROAD (STA. 14+72) > m PROPOSED GRADE TYP.) K•51 665 - m w 665 - VDOT STD. CD-1 1.12�0 1 41/o IL PROPOSED 8"x6" TEE w/ .00%� (2) 8" G.V. & (1) - 6" G.V. VDOT STD. CD-2 3.5' MIN. PROPOSED AIR -RELEASE VALVE 660 HYDRANT VDOT STD. CD-2 660 & 6" go°BEND 1.3 � 4 PROPOSED FIRE \D WATERLINE 514' ASSEMBLY w/ 6"x6" TEE ROPOSED 6" CL. 52 DI WATERLINE 6:5' 7 OA 655 7zE PROPOSED STORM PROPOSED STORM 655 LROPOSED SEWER CROSSING SEWER CROSSING 41 75 6" CL. 52 DI WATERLINE 65o 7oE 650 SEWER CROSSING PROPOSEDSTORM PROPOSED STORM PROPOSEDSTORM SEWER CROSSING SEWER CROSSING SEWER CROSSING EXISTING SANITARY 645 SEWER CROSSING 645 O HN M M ,�.1 N �t O O I O lM D a)N O Ol ri 00 M H Ol '1 .t ^ O .t '1 r\ O Ol M H IN H It n It .t t lD kD ,:1 ,o `,o N lD `,o n'1 'D `.D n'1 In w .T �0 n'1 S � fI'1 M �0 'i .t kD n'1 00 IXI 00 1XI 1­c6 kD Co "D 'D `,D � 10 'D 'D 10 'D %D Io o IL 10+00 PVI STA: 10+17.55 PVI ELEV: 665.29 K: 2.50 LVC: 1o.00 LOW PT. STA:1o+17.55 1o+5o 11+00 11+5o PVI STA:11+5o.00 PVI ELEV: 668.14 K: 110.33 LVC: 30.00 HIGH PT. STA: 11+65.00 HICH PT FLFV- 668_tl. 12+00 wvv i i v. w�.34 'n a) Ln rv1 � M °o v11`9 000 °o a N l0 N tD i lD lD o `O ID 0 PVI STA: 10+77.55 N ui N H..- U L PVI ELEV: 666.49 v > v > > m 675 > L>L K: uo.33 Co w w 675 m aU>❑ w LVC:30.0 LON PT. STA: 10+ z.55 INTERSECTION OF HASTINGS COUR' LOW LOW PT ELEV: 6J6. PT ELEV: 19 19w/ HUMBOLDT STREET (STA.16+81) I�9FIDS+ ND ROAD - ST)1 670 N 0 670 RSECTION OF 6i> .00 2 S (STA. io+oo) > 00 > LL m w % Y (STA.15+37) 2 23 665 12.°° 11 665 z.00° FL P.) VDOT STD. CD-2 GRADE PROPOSED (TYP. 66o EXISTING GRADE (TYP.) 660 PROPOSED STORM 45 SEWER CROSSING 655 655 o 00 Ip o rn n o00 N ID � � toko D kD �o 10+00 10+50 11+00 11+50 12+00 HASTINGS COURT PROFILE (DESIGN SPEED=2S MPH) 12+5o 13+00 13+50 14+00 14+50 15+00 MEYERS WAY PROFILE (DESIGN SPEED=25 MPH) PVI STA:11+55.00 PVI ELEV: 669.74 K: 37.30 LVC: 240.00 LOW PT. STA: 11+70.01 685 LOW PT ELEV: 671.64 f (STA. 11+26) o �i vi v ,. 11+93 680> m STALE' E EXISTING ROAD GR TA io+95 675 ELEV.672. 3.6'2 S 11A lo+19.28 E EV.673.99 15+50 16+oo ~Lu V Ln w INTERSECTION OF PARK RIDGE DRIVE (STA. 12+92) w/ ANLEE ROAD (STA.11+32) TIE -INTO EXISTING HILLTOP STREET PAVEMENT - STA.11+43 FILL (TYP. STD. CD-2 16+5o 17+00 PVI STA:13+75.00 PVI ELEV: 675-93 K: 62.37 LVC: loo.00 HIGH PT. STA:14+25.00 HIGH PT ELEV: 676.54 n w m WAY (STA.16+SS) .2+54) PVI STA: 25+00.00 PVI ELEV: 672.-4s 0 3 rrFw�1 Y/ U) z K:4 3.47 N o PVI STA: 22+00.00 LVC: oo.00 ID + PVI ELEV: 666.37 HIGH PT. 5 A: 24+86.70 0 L� � K: 3 .g1 HIGH PT ELEV: 671.22 o v W w LVC: oo.00 $ � 68o _ . I" _ N LOW PT ELEV: 667.59 °+� rl + kD o m r Ln w > N Ln w > v1 F o 0� w kD m m TIE-IN TO EXISTING PARK RIDGE >>J w N ui In I +°o N jj DRIVE PAVEMENT - STA. 25+80 675 >Ln m -z > w EXISTING m - J w ROAD = v PROPOSED AIR -RELEASE VALVE GRADE / - - 670 1• EXISTING FIRE HYDRANT � �2.6y% - - ----- 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. 52 DI WATERLINE l.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 d p /i O In w M n Ln ry �D 0) ,y ip w ry m w O M w p m r\ 0) o O M n lD n rl 0 0) 00 ID 00 ID iO ri 00 ^ w tD 0o O1 0) O O /i 'I O .+ ° O Ol 0) n w �� w w �k W �� k lD 0 W n 0 rl 0 rl D n ID 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 PARK RIDGE DRIVE PROFILE (DESIGN SPEED=3o MPH) o � m w ui V V > >m m `9 INTERSECTION OF PARK RIDGE DRIVE (STA. 16+ � w/ LEEHAM STREET (STA.1o+i Lij PROPOSED GRADE (TYP. > UI J i STD. CD-1 ELEV.673.24 PROPOSED STORM 8" DI WATERLINE J 1.4 SEWER CROSSING 665 8' TIE -INTO EXISTING/PROPOSED 88A 8"x8" TEE w/ (3) - 8" G.V. 8" DI WATERLINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWERCROSSING PROPOSED SANITARY I ASSEMBLY w/ 8"x6" TEE 66o SEWER CROSSING n M 0 H l0 r� l^ O 0l H N O 00 O 00 M ,�:1 N D� N Hrl O r4 N D� N M ,,:1 .t ul lD k ,o 'o lD'D 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 3-5' D 8" CL. 52 DI 014 PVI STA:16+72.00 PVI ELEV: 679.53 K: 45.38 LVC:150.00 HIGH PT. STA:16+51.97 HIGH PT ELEV: 678.95 PROPOSED 8"x8" TEE w/ (3) - 8" G.V. PARK RIDOE DRI E PROF LE (DES GN SPEED= o MPH) O 00 OIXIOl IXI p pl 1p W ri 0^1rl 00 W m wrl ID 'D �D l0 ID 14+50 15+00 15+50 16+oo o m + ko H Lii V V > > w w ROPOSEDAlR-REL€ASE VALVE -A- / PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE 2.3' ED STOR CROSSIN GRADE (TYP.) INTI 2.09 PROPOSED 8" CL. 52 DI WATERLIN POSED SAN SEWER CRO �t Ol N O n r\ O O T 00 r\ O Ol oo n 00 kD I k to kD 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 ° m +w m jj V V m m OF PARK RIDGE DRIVE (STA. 20+48) w/ARBOLEDA DRIVE (STA. 9+95) 25+50 26+oo O u H o ' Iw w N w ' LPROPOSED ROPOSED STORM[P�ASSEMBLY ROPOSED 8"x8" TEE SEWER CROSSING w/ (3) 8" G.V. ci 0 M 01 0, 0 S O N 0 � IDkD 19+50 20+00 20+50 21+00 21+50 N Lu r4 Q o 0 rl c� J �® N UJ N � J N Q � Q z \ LL- w' Lu J J- i--I ILL w ulLu ' ^ k- Q W �7 o = z_ � [ J Lu WJ U J Y ~ 2 Q � w 06 ul O ``nn W O LL O w Qw JU O Jw � � 0 Q z w u o O (Jj (D N Lu Lu cr_ Lu _ CL V) JOB NO. 112066 SCALE 11I _ 501 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: 1z.3z LVC:lo.00 LVC:So.00 LOW PT. STA: 11+11.45 HIGH PT. STA: 11+70.7o NOTE: ALL ROADWAY EMBANKMENT MATERIAL o LOW PT ELEV:673.zz HIGH PT ELEV: 672.82 SHALL CONSIST OF SOIL AND BE PLACED IN a N ary ° ry ° " PVI STA: lz+ O.z8 Lie. No. 035791 SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 o scoTT R. LLINS 6 a0 rl a0 9 INCHES IN THICKNESS BEFORE COMPACTION OVER o + � + k PVI ELEV: 696.59 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH " N K: z6.6g � 4/4/22 4 v " � " LVC: i35.00 VDOT 20o ROAD AND BRIDGE SPECIFICATION o 0 °` ti �> ULU U v LOW PT. STA: 1 + 8 PVI STA:' + o.00 PVI STA: 1 + o.00 3 3. 4 �� IONAL E G �0° �"' v m w 357�7 45 55 VERTICAL GRAPHIC SCALE s `� 68o m w m w LOW PT ELEV: 66 . z PVI ELEV: 664.99 PVI ELEV: 661.go 680 s o z.s s io zo NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL INTERSECTION OF ANLEE ROADSIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS w/ LEEHAM COUR ( IN FEET) CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER I inch = 5 £t. RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. HORIZONTAL GRAPHIC SCALE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. so o zs so 00 °° z. MINIMUM OF COVER MUST BE MAINTAINED OVER W/L. 3.5' 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/LAND 1.5' OF SEPARATION BETWEEN W/L & ( IN FEET) SANITARY SEWER MUST BE PROVIDED. 1 inch = 50 It. z m PVI STA: 10+17.50 PVI STA: 11+51.00 ,w� PVI ELEV: 664.88 PVI ELEV: 669.o5 v/ U Ln K: 2.50 K: 14.20 Z V) , LVC:lo.00 LVC:30.00 p z +31 LOW PT. STA: io+i7.5o HIGH PT. STA: 11+66.00 O z g LOW PT ELEV: 664-93 HIGH PT ELEV: 669.35 C) W VI H � W J z z W +31 INTERSECTION OF BARKLEY VIEW COURT w/ARBOLEDA DRIV N W N il I --�Q o OW -OFF ASSEMBLY WATERLINE o 0 VJ to+oo 10+50 11+00 11+50 lz+oo 12+50 13+00 13+50 14+00 14+50 15+oo 15+50 16+oo 16+50 PROPOSED 8"x (z) - 8" G.V. & (1 ti ANLEE ROAD PROFILE Cl? M (DESIGN SPEED=25 MPH) N ID M W PVI STA:11+65.00 CV v' PVI ELEV:667.75 to+oo 10+50 11+00 11+50 lz+oo 12+50 � K: 53-75 LVC: 215.00 BARKLEY VIEW COURT PROFILE N Q LOW PT. STA: i1+65.00 PROPOSED GRADE (TYP.) z LOW PT ELEV:668.8z (DESIGN SPEED=25 MPH) Q I --I 0, $, 0, $, PVI STA: 14+00.00 PVI STA: 16+67.g8 >LL of n of PVI ELEV: 672.45 PVI ELEV: 657.10 m o N m K:33.00 K:31.gz w 1 u u LVC: 255.00 LVC:150.0o J H� J m ,>,� HIGH PT. STA:13+38.49 LOW PT. STA: 17+4z.98 J I� _ 675 m w HIGH PT ELEV: 670.56 LOW PT ELEV: 656.3z 675 1--1 LL %L W O kc tx LC W Li Li O = W cc LL z z = J W WQ J Q Y 1--1 ulpi 2 wwxx O W O Q Z W QW Ju)0 O J Nw � LL co z Q W oJ u C*4 O W p w 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 JOB NO. ARBOLEDA DRIVE PROFILE 112066 SCALE (DESIGN SPEED=25 MPH) 1" = 5o. SHEET NO. 12 BLOW -OFF INTERSECTION OF ANLEE ROAD (STA. 11+3z) K: z .83 K: 4 .76 w/ PARK RIDGE DRIVE (STA. lz+gz) m oo � N o, LVC: o.00 LVC: o.00 (STA. to+oo) N + � � HIGH PT. S A: 1/r+z5.00 HIGH PT. S A:15+z5.00 T (STA. 11+47) N ,p w � ,;� HIGH PT ELEV: 665.z4 HIGH PT ELEV: 66z.67 � 675 U> V j O �t O N O n O " 675 m , w O N O N O� O o0 °p0ib � INTERSECTION `z' OF ANLEE ROAD (STA. 13+33) + � + � + � + � �0� w/ HUMBOLDT STREET (STA. 11+03) .�i iu � w .�+ w � ui VDOT STD. CD-2- � > v > v > v > z.o g2A % FILL (TYP.) PROPOSED GRADE (TYP.) , m m > w w > m m , w w 6]o VDOT STD. CD-1 60 � I EXISTING GRADE (TYP.) 670 PROPOSED STORM INTERSECTION OF ANLEE ROAD (STA. 1(++7z) SEWER CROSSING w/MEYERS WAY (STA. to+oo) 39' 665 PROPOSED SANITARY�� 3'S' MI -l.00% 665 SEWER CROSSING � PROPOSED 8"x6" TEE w/ 3Ipi 87 PROPOSED 8"x8"TEE (z) - 8" G.V. & (1) - 6" G.V. w/ (3) - 8" G.V. ND ROAD -STA. 16 VDOT STD. CD-1 PROPOSED STORM 660 SEWER CROSSING 3:4' z3' F L 660 8oA PROPOSED 8" CL. 5z DI WATERLINE PROPOSED SANITARY SEWER CROSSING 655 PROPOSED FIREI HYDRANT PROPOSED 8"x6" REDUCER ]6C 655 ASSEMBLY w/ 8"x6" TEE PROPOSED 6" CL. 5z DI WATERLINE 76A PROPOSED STORM PROPOSED 6" go' BEND TO PROPOSED STORM SEWER CROSSING MEYERS WAY WATERLINE SEWER CROSSING 65o 65° PROPOSED STORM SEWER CROSSING PROPOSED SANITARY SEWER CROSSING 645 645 OD ci M N O O � O d O O � ca Ol � Ol ^ W N O � M M M N rl " T � � � � S � M ,y " � O1 � �^ � °, � PVI STA: l0+80.00 °o � o° m �p PVI ELEV: 666.13 � K: z6.o3 w � .°� w � � LVC: 55.00 � � w � j m 675 � w LOW PT. STA: to+5z.5o v � m v w 675 m w LOW PT ELEV: 665. 8 m w O � BEGIN CUL-DE-SAC -STA. 11+68 N � � � PROPOSED GRADE (TYP.) ° w w END ROAD - STA. lz 670 � m W � 670 1° -z.00�/ m (STA. to+oo) VDOT STD. CD-1 1% 41 I L T E (STA.15+z6) IN. 665 ,,.°°°� 665 ROPOSED INTERSECTION OF ARBOLEDA DRIVE (STA. g+95) °, � °, � � a, w/ PARK RIDGE DRIVE (STA. zo+48) + INTERSECTION OF ARBOLEDA DRIVE (STA. 1z+54) " iO ui + " � O1 w N + � 670 w/MEYERS WAY (STA.16+55) � - �°°� j m PROPOSED AIR -RELEASE VALVE � > �^ w > '^ > 670 � > w ILL (TYP.) - VDOT STD. CD-1 VDOT STD. CD-1 INTERSECTION OF ARBOLEDA DRIVE (STA. 15+z6) PROPOSED 8" CL. 5z DI WATERLINE 3�5 MIN. � w/ BARKLEY VIEW COURT (STA. to+oo) VDOT STD. CD-2 \ 665 3: ' 1.3' 4�9 S'�39g 665 PROPOSED 8"x8" TEE w/ (3) - 8" G.V. PROPOSED FIRE HYDRANT 43' 4:g' ASSEMBLY w/ 8"x6" TEE VDOT STD. CD-1 z 8 52A 35 660 PROPOSED 8"x6" TEE w/ 660 - (z) - 8" G.V. & (1) - 6" G.V. 35' I VDOT STD. TIE -INTO EXISTING ARBOLEDA CD-1 53 PROPOSED STORM DRIVE PAVEMENT-STA.18+zg 47 SEWER CROSSING PROPOSED STORM PROPOSED STORM 5oA EXISTING 655 SEWER CROSSING SEWER CROSSING PROPOSED STORM PROPOSED 8"x6" TEE w/ F L (TYP.)' ROAD GRADE 655 SEWER CROSSING (z) - 8" G.V. & (1) - 6" G.V. PROPOSED SANITARY PROPOSED STORM \ � XISTING GRADE (TYP.) SEWER CROSSING SEWER CROSSING PROPOSED 8" CL. 5z 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 WATERLINE 645 645 O L!1 O � Vl O � " N � �Y °° � �t O1 N Ol S � M M O �t yl O � O1 � n 1p � O L!1 W � O O N M � � l0 O � l!1 N � �} n N ci ,y O � °0 � 00 � °° � W � O O O O O � W � 1� � M W rl �t � In ^ tD � tD H 1: e PVI STA: 11+12.00 PVI ELEV: 674.10 K: -4o.ii LVC: igo.00 INTERSECTION OF LEEHAM COURT (STA. 14+99) LOW P . STA: 11+46.78 w/ LEEHAM STREET (STA. 11+32) LOW P T ELEV: 675.40 68 5 °o n O00 °o EXISTING GRADE (TYP. 68 5 Aw L�i w Ij L m w m - 68o BEGIN ROAD - STA. io+io INTERSECTION OF LEEHAM COURT (STA. 11+47) 68o w/ ANLEE ROAD (STA. io+oo) J Z o% -43 % \ / PROPOSED SANITARY 675 SEWER CROSSING 675 VDOT STD, CD-2 PROPOSED GRADE (TYP.) PROPOSED 6" DI WATERLINE CROSSING 670 A 670 93 PROPOSED STORM SEWER CROSSING 665 665 �t N Ol F O I N 00 Ol W O 00 .t 00 O q . W 0 kD lD l0 D n n 00 n ul O 00 N 00 ^ M 00 m 00 S 00 .T 00 6 l0 to to to m to m 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+40.7g 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 ~ Lij to V U 690 > m INTERSE 685 INTERSECTION OF LEEHAM STREET (STA. io+oo) w/ PARK RIDGE DRIVE (STA. 16+33) WE 200 PVI STA: 11+20.00 PVI ELEV: 680.47 K: z6.41 LVC:1z8.00 LOW PT. STA: io+56.00 LOW PT ELEV: 67q.1q >"' m IVDOT STD. CC PROPOSED GRADE(TYP I )F LEEHAM STREET (STA. 11+32) w/ LEEHAM COURT (STA.14+99)� EXISTING GRADE (TYP) / 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. 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+87.5o HIGH PT ELEV: 692.94 HIGH PT ELEV: 690.44 0 m 1011 W LOl1 1-T N m 00 N H 00 00 m m m m m + + w N Lii o m o tD 0 oo > m > W m m� w oT 0 N m m W 0i W RE ROAD G 1z+43 TYPE A BLOW -OFF ASSEMBL 2.000/ \_PROPOSED STORE SEWER CROSSING -2.00% &LVDOT STD. CD-z ROPOSED 8" zz.5° BEND PROPOSED 8" 22.5°BEND 675 PROPOSED FIRE HYDRANT 1.1' ASSEMBLYw/8"x6"TEE - PROPOSED PROPOSED8"45°BEND 8"x8" TEE w/ (3) - 8" G.V. 64A 670 PROPOSED STORM ROPOSED 8" CL. 5z DI WATERLINE SEWER CROSSING I� 00 00 S O n rl O rl l0 w W ID l0 w W <D w w Lo w W w 10+00 10+50 11+00 11+50 12+00 12+50 13+00 LEEHAM STREET PROFILE (DESIGN SPEED=25 MPH) H I G H PT STA: 14+o8.8o HIGH PT ELEV: 668.72 PVI STA:14+26.47 PVI ELEV:668.gq ME O Ni O co 0 N 0 M to Ol o 0) kD 13+50 14+00 PVI ELEV:6 5.04 :331 K:17.34 PVI TA: 16+66.38 K:13.3 LVC: io.00 LVC:70.00 VI STA: 15+z8. o PVI ELEV: 667.z9 LVC:40. o LOW PT. STA: 11+z1. z akD a PVI ELEV: 665. o K: 10.00 LO PT ELEV:66 s s K: z6.o1 VC:1o.o0 675 a o 6 1, o v, o 0 0 XISTING GRADE (TYP.) mko 'D to + ko LVC: 1oS.00 LOW T. STA:16+61. 3 675 N �D �o � M LOW TELEV: 66 .z H w H w N l0 N U> Lu v> LOW PT ELEV: 66G.30 n oo m V m V w r r 0° m "� W In > > > v> PROPOSED GRADE (TYP.) �°n°n �°n a � + kD m WID m i w "' n to W t�D +„ O lL H LL ;ECTION OF HUMBOLDT STREET (STA.11+03) a ") "� > `i w v 670 w/ ANLEE ROAD (STA. 13+33) ' .. m _ > m > w ' INTERSECTION OF In _ w w/ HASTINGS COUF 00% _ -BEGIN ROAD - STA.1o+oo \ 1.00% 665 z.000/b 3' 4v0 z.00 665 3.5' MI STD. CD-2 -z.00°I VDOT F L VDOT STD. CD-2 �CL 500 T412� VDOT STD. CD-/ PROPOSED 8"x6" TEE w/ 6" go BEND TOJ o660 660 (z) - 8" G.V. & (1) - 6" G.V.PROPOSED 4. FIRE HYDRANT ASSEMBLY 8zC g3 PROPOSED 6" CL. Sz DI WATERLINE 44E PROPOSED SANITARY PROPOSED STORM PROPOSED STORM PROPOSED STORM 655 SEWER CROSSING SEWER CROSSING SEWER CROSSING SEWER CROSSING 655 N O l0 O a0 L!1 N N to N N 00 N N N 1� N M N N 0) n N 0) N O N n M rl N 00 N O I� M N rl tD N rl Vl M w OW ID o D � O ri O n 0) tD 00 ri 00 O 06 W m �D 00 to lD � ID lD M kD w w ID V) w t0 10 tD �D m tD �D ko l0 tD u) tD t0 m w tD ko w ID m ID w V7 'D w m ID tD m tD ID kD W tD m ID t0 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+So 17+00 695 • • • o re 675 670 iUMBOLDT STREET (STA. 16+81) IT (STA. 11+26) SCOTT/R. C&LLINS Lic. No. 035791 4/4/22�� �SSIONAL E�G� qall W W 2 Ln JOB NO. 112066 SCALE 111 _ 501 SHEET NO. 13 EX-MH-FOOTHILL-9-4 STA:6+29.23 RIM.673.88 670.00 INV IN: 66o.6S TO EX-MH-Foothill-g-S INV IN: 66o.65 TO MH-45 INV OUT: 66o.4oTO MH-3oA MH-3oB STA:5+48.97 RIM:667.43 INV IN: 659.95To MH-31 INV IN: 659.95 TO EX-MH-Foothill-9-4 INV OUT: 659.75 TO MH-3oA 675 EX-MH-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-MH-FOOTHILL-9-6 STA:8+27.71 RIM:66g.18 INV IN: 662.83 TO 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: 665.94TO MH-24 INV OUT: 665.74TO EX-MH-Foothill-9-7 M H-24 STA:12+30.07 RIM:67z.00 INV OUT: 667.00TO EX-MH-Glnbrk-6-i 675 MH-oA 3 / EX-MH-FOOTHILL-9-7 STA:4+94.27 MODIFIED RIM STA:8+8z.98 RIM:666.25 /I it ELEVATION �\ RIM:668.36 INV IN: 659-45TO MH-3oB / INV IN: 663.57TO EX-MH-Glnbrk-6-1 - 670 INV OUT: 659.zS TO MH-3o / INV OUT: 663.35 TO EX-MH-Foothill-9-6- - 670 MH-3o STA:2+35.8o RIM:655.5o - - i - / 8" SDR-z6 PVC INV IN: 648.53 TO MH-3oA PROPOSED GRADE (TYP.) �/ PROPOSED 8" DI Ili 97.61 LF Qa 1.09% INV OUT: 648.33 TO EX-MH-Foothill-g-z WATERLINE CROSSING 8" SDR-z6 PVC 665 / �4z.48 LF Qa ---- --------- -- ---- 66 5 8" SDR-26 0 8 - ---- ----- LJ EX-MH-FOOTHILL-g-z ' 1 1 3.2' -- ---------- -____----- -------- STA:1+3z.o6 PROPOSED 6" DI / 8" SDR z6 PVC 1oz.84 LF °7o 5 _� r_-- - ---� --- _lr -- TIE-IN TO EXISTING SANITARY RIM: 39 655. WATERLINE CROSSING / i g" SDR-26 PVC 87.64LF 1 z1% @--- + ---�i r1--- -------_-_-_-- -- -- -z -- SEWER MANHOLE INV IN: 644-74 TO EX-MH-Foothill-9-3 i' 6.z6 LF Qa o.59°7o �_-- --- --- J --I _ 660 INV IN: 644.74 TO MH-3o XISTING GRADE (TYP.) 7 r ----- _--_ No 8DRFz6 P1 660 INV OUT: 64 .47TO EX-MH-Foothill-g-i 50.27 oc 3 - / 8" SDR-26 PVC S2C MODIFIED RIM ELEVATION o.T 50.7o LF Qa o.59%' -' 655 _ ,'� PROPOSED STORM 655 - - - / ,�;% SEWER CROSSING EX-MH-FOOTHILL-g-1 3.5' MIN.SDFt,y6Q�2 45 PROPOSED STORM STA:o+oo.00 ao SEWER CROSSING RIM:644.63 INV IN: 639.27TO EX-MH-Foothill-9-2 y56'�*3 650 EX-MH-FOOTHILL-9-3TOi //� 65o NA BE REMOVED AND REPLACED / ' PROPOSED STORM ---------- � r - , SEWER CROSSING 1.1' ----- --- -- ---LJ 645 �F 645 y6P4°%' EXISTING 8" SANITARY SEWER TO I I BE REMOVED AND REPLACED 1y8• "' 640 '-"' " 640 It ",- LJ 635 635 •�dit O �t O N �t SL(1 of W 00D of 00 00 oo O lDW V00 O O �p O Oe4 00 'i 0llr In mO O mO O Na) O H O O O O l0 O 0l• N 00 It 1p (1 (1 to (1 C 6 00 } i �} pO cO N O NO O O Oto r Drl 0+00 0+50 1+00 1+50 75 67 MH-31 M H-3oB STA: z+36. z6 STA:o+oo.00 RIM: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: 659.75 TO MH-3oA 665 665 PROPOSED GRADE (TYP.) 4.z z" .SDR-z6 PVC 660 660 -2Qjz 44E PROPOSEDSTORM SEWER CROSSING 655 1 1 655 rll co Co 00 m O m i0tD tD 10ID loo 1O tD 'O 0+00 0+50 1+00 1+50 2+00 2+50 MH-31- MH-3oB PROFILE 2+00 z+So 3+00 3+50 4+00 4+50 S+oo S+So 6+oo 6+So 7+00 7+50 MH-24 - EX-MH-Foothill-9-1 PROFILE N 0 L 0 O LL x X w MH-3oB O N NO l0 oc)� 6 H N + Ln D m H! O O m m PROPOSED GRADE (TYP.) = F 2 > 66o o Z 66o p 00 kD ~ o 0 0 F O o i �o ko O O o a LL O N 655 2 0 W > > z 655 LuLnFx ?w -- --� 3.5'MIN. -- 65o i 3 8% a, so a RF 6o 5 y85'12 EXISTING GRADE (TYP.) 645 L j 645 s ri ry N N M M kD 0+00 0+50 1+00 1+50 2+00 �MH-32 - EX-MH-Foothill-so-1 PROFILE 8+00 8+50 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 ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 00 IN FEET ) h = 50 ft. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, 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. 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+6i.44 RIM-66533 RIM:668.83 INV IN: 657-53TO MH-z8 INV IN: 66z.53TO MH-z9 6 O INV OUT: 65733 TO MH-z6A 7 INV OUT: 66z.33 TO MH-z7 6 O 7 MH-z6A 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 O INV OUT: 65o.5o TOEX-MH zz EXISTING1 8° So F �2v5 �0 EX-MH-22G / GRADE (TYP.) 88.9 66o STA:o+oo.00 / c. 66o EX. RIM:656.85 / y6QJ y°M INV IN: 649.78 TO MH-z6 / a.50 EX. INV OUT=64g.58 655 I { - - �c 655 PROPOSED YARD y6Q le ro DRAIN CROSSING�6 65o a„ SDR-,-ra 650 L D-26PVC 77•S 1LF@ @ 0.77% 93".76LRF 1' TIE-IN TO EXISTING SANITARY 645 SEWER MANHOLE 645 ID kD l0 kO I '0 l0 W l�0 100 w � 'D � l0 0+00 o+So 1+00 1+So 2+00 z+So 3+00 3+50 4+00 4+So MH-29 - EX-MH-22 PROFILE 0 SCOTT /R. OKLINS Lic. No. 035791 , VA 1.6 4/4/22 w4 �11 I%XAL TF11EN .i C) ti z E M Q MLU J N N � J CY) N Q LL, N z > LL. w -J I --I LI) -J I --I J ~� _ - w 1 1 0 LU Q 0- 0 i 6 -j o- Lu w Lb= U J J v) Y I� 2 � uW l O ~ z z O w I- W Q O w 0� Q z W V V N u w W O � w 2 a V) JOB NO. 112066 SCALE 1" = 50, SHEET NO. 14 MODIFIED RIM I TIE-IN TO EXISTING 5 SEWER h EX-M H-FOOTHILL-g-4 STA:o+oo.00 RIM:673.88 670.00 INV IN: 66o.65TO EX-MH-21F INV IN: 66o.65TO MH-45 68o INV OUT: 66o.4o TO EX-MH-igF 68o f-EXISTINGGRADE(TYP.) M H-45 STA:0+75.82 675 \\ RIM:674.25 INV OUT: 665.00 TO E) LEVATION i fl PROPOSEDGRADE (TYP.) 670 I I 670 PROPOSED 8" DI 57 WATERLINE CROSSING 5.3 PROPOSED YARD 665 DRAIN CROSSING 3-5' i� ANITARY IANHOLE i F �6 66o V �y�y 66o O 't Cp 0 ID D p 0+00 o+50 1+00 -MH-Foothill-9-4 MH-45 - EX-MH-Foothill-9-4 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 50 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 20 675 MH-36 STA:6+8i.03 R I M:673.50 INV IN: 662.53TO MH-4o 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 RIM:665.83 INV IN: 657.7oTO MH-36 - 670 PROPOSED GRADE (TYP. INV IN: 657.7OTO MH-38 670 INV OUT: 657.5o TO MH-34 ' PROPOSED 8" DI _ WATERLINE CROSSING PROPOSED STOR 665 EX-MH-FOOTHILL-10-1 MH-34 SEWER CROSSING 87 665 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: 648.0o TO MH 33 i PROPOSED STORM VC 17 8" SDR-z6 PVC o INV IN: 646.5o TO MH-32 EX. INV OUT: 6i,6.3o i � SEWER CROSSING a„ SDR-26 P o6% 2 44-13 LF Q7.86/0 66o / 22437CF 660 MH-33 / PROPOSED STORM 80A 6 53 9 SEWER CROSSING RIM:654.00 1.0' INV IN: 647.2oTO MH-34 655 INV OUT: 647.00 TO EX-MH-Foothill-io-1 vC 655 76C i 25681 XISTING GRADE (TYP.) 2.3 65o I I 8" SDR-26 PVC 134.10 LF Qa o.60% 650 8" SDR-26 PVC 49.69 LF Qa i.o1% 645 TIE -INTO EXISTING SANITARY SEWER MANHOLE 645 d 00 M .t M O 00 M � M O to Ol N O n O O I� N M S .t l0 O ,y N S .t Vl r\ 00 V1 Ol 06�o ID O O N <D �o �D ID kD 10 ko 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00 4+So S+00 S+So 6+oo 6+So 7+00 7+50 NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 695 MH-37 - EX-MH-Foothill-Zo-z 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+17.84 690 RIM-680.83 MH-40 INV IN: 675.03TO MH-44 MH-35 STA:0+45.o8 42 INV OUT: 674.83 TO MH-42 STA:4+S2.66 RIM:66 8 5 3 MH-:o 675 RIM:673-33 INV IN: 666. TO MH- 1 53 4 ST :2 2.92 INV IN: 657.7o TO MH-36 STA:o+g8.57 RIMIN:659 MH- 39 INV OUT: 666. TOMH- 6 33 3 RIM:67 -92 INV:N:672 INV IN: 6 z.1z TO MH-43 7 INV IN: 6 oTO MH- 8 57.7 3 INV OUT: 657.5oT0 MH-34 INV IN: 6 TO MH- INV 59�37 39 STA:2+81.21 RIM:668.08 68 5 MH-41 H INV OUT: 671.gz TO MH-41 INV OUT: 6S9.17 TO MH-35 INV OUT: 661.o8 TO MH-38 STA:1+27.09 670 r \ / \ 670 RIM:675.o8 / MH-36 INV IN: 669.28TO MH-42 STA:o+oo.00 INV OUT: 669.o8 TO MH-40 / - - - - EXISTING GRADE (TYP. RIM:673.50 XISTING GRADE (TYP.) J' INV IN: 66z.53T0 MH-40 R'o g1°b S� INV IN: 662.53 TO MH-37 9 66 5 PROPOSED 66 5 INV OUT: 662.33 TO MH-35 PROPOSED 8" DI GRADE (TYP.) i WATERLINE CROSSING 675 - - - /' VC 8" SD Fz6 PVC PROPOSED GRADE (TYP. a SD FZ�P 9 92% 178.65 o 1 66o 3.z' 66o R vc \ i' CP.86% 0.7 83 670 92A y$ .830LF 8" SDR-26 PVC 655 LF @ 1.55% PROPOSED STORM 655 PROPOSED STORM 94-57 SEWER CROSSING SEWER CROSSING 1.1' c S' so?, 3,21% N � O m 0) 't M � � 665 IS.0 �w kD w ID w10 kD 0+00 8"SDR-26 PVC 0+50 1+00 1+50 2+00 2+50 3+00 66o 41.o8 LF Qa 9.25% MH-39 - MH-35 PROFILE N 00 O Ln n r` ry '! N O 1� O ^ O Lr) O m O M M d M l0 r\ r` O 00 ^ N 00 N F 00 W .t n 00 6 .t n 00 O 00 .t 00 M .t 00 00 � 00 l0 w LO Lp LD LO t0 l0 ko tD W �O �O 'O l0 'O l0 �p l0 'p 0+00 0+5o 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+So 5+00 MH-44 - MH-36 PROFILE • 6 i MH-44 STA:5+32-97 RIM:688.00 INV OUT: 681.00 TO MH-43 690 5+50 ME 675 670 SCOTT /R. C66LLINS Lie. No. 035791 4/4/221� �sstONAL E�Gl Lu z ti z co M N co W WNCD aN WNz LL zW J H W i--i J LL L9U) ,Lu 0 W v , Q z 0 a. w W= J w C) J v, Y W � Q ~ O z U)0 Q ZV H W W Q JAY O J w � LV � z Q W o J o U Lu - w O w � x JOB NO. 112066 SCALE III =50' SHEET NO. 15 STR:3oB VDOT STD. MH TP=667.33 PROPOSED GRADE (TYP.) STR:38 VDOT STD. DI-3C (L=6') EXISTING GRADE (TYP.) INV IN: 649.02 TO 32 TP=665.67 INVIN:659.00T036 �� �r EXISTING GRADE (TYP.) INV IN 6 68 TO 8B EXISTING GRADE (TYP.) 59. 3 PROPOSED GRADE (TYP.) o ( O INV IN: 663.33 TO RF-1 6 0 STR:36 VDOT STD. DI-3B (L=1o') INV OUT: 659.58 TO 36 0 H 0 7 7 6]O 6]O INV OUT: 648.92 TO 30 SCOTT R. LLINS Z TP=668.o8 STR:70 VDOT STD. DI-3C (L-6') 0 0� O STR:38B VDOT STD. DI-3B (L=12') F 0 F- STR: z VDOT STD. DI- B (L=12' Lic. No. 035791 INV IN: 6 TO 8 TP=662.83 un O 3 3 ) 5935 3 TP=666.92 STR: 26 VDOT STD. DI- C L=6' `0 7 3 ( ) STR:72F VDOT STD. DI-3C (L=6') INV IN: 6 8 TO oB o TP=664.00 INV OUT: 659.25T03o6 INV IN: 66o.02 TO 8D 55 3 7 0 �0 PROPOSED GRADE(TYP.)1 3 TP-663.00 TP=66 o8 ° INV IN: 6 2 TO .p 4/4/22 3 INV IN: 6 0.10 TO oD o 49 5 34 0 STR:3oB VDOT STD. MH INV OUT: 659.92 TO 38 INV IN: 6 z. TO 5 7 > M m o TP=667.33 INVIN:6 6.00T0 zF INV OUT:65633T07z6 INV OUT:65o.00T04oB o �,o? 665 / INV OUT:64g.4zT03oB 665 �SStoNnL E�Gt z STR:38D VDOT STD. DI-3B (L=14') 5 7 0 Z INV IN: 649.02 TO 32 INV OUT: 6 2.z TO 2 66 � - O i w TP=666.92 5 5 7 5 665 „ > > 665 STR:34 VDOT STD. DI-3B (L=io') STR: B VDOT STD. DI- B L=io' w INV IN:659.00TO36 H a 34 3 ( ) z INV OUT: 660.25 TO 386 F z z / TP=65733 TP=6 2 INV IN: 66333 TO RF-1 - - STR:3o EXISTING VDOT STD. DI-3B i 57� 5 CD INV OUT: 648.92 TO 3oF TP=654 So INV IN: 65035 TO 346 INV IN: 652.5o TO YD-6 w INV OUT: 65o.25 TO 32 INV OUT: 65o.58 TO 34 INVIN:648.25T03oB / Z i \ PROPOSED GRADE (TYP.) 660 INV OUT: 646.0o TO , 66o J ` 66o 66o 66o 66o / 665 665 0 PROPOSED 6" DI PROPOSED 6" DI / WATERLINE CROSSING WATERLINE CROSSING 11/ PROPOSED 6" DI If 0 PROPOSED 8" DI PROPOSED 6" DI 655 / WATERLINE CROSSING (TY ) 655 WATERLINE CROSSING 261 1.o WATERLINE CROSSING 655 655 655 655 PROPOSED 8" DI 660 660 EXISTING GRADE (TYP. / WATERLINE CROSSING 3 15"RCP 2.8 a 32.69 LF Qa 1.o1°/u 15" RCP / N 25" RCP 32.68 LF Qa 2.05% 32.69 LF Qa 0.70% 650 M o 650 715� CP 65° 65° 650 65° / u Ln 655 41.07 LF Qa o.58% 655 PROPOSED VDOT STD. ES-1 15" RCP 15 RC 0 00� w 00 T15CP 0 CP o w/ RIPRAP OUTFALL // 1.1' 18" RCP o 95 0 146.79 LF Qa 5 33'oR LF Qa o.70% O Z g 3 m 6z. LF Qa o.64/0 0 r 1i8.o8 LF C 0.57/0 0 41.o2 LF Qa 0.56% W / O w `° 645 / 645 Vi 7 650 Ln 45 15 LF Qa o.55% 650 15" RCP645 645 PROPOSED 8" SANITARY N w J �,C? 6°b SEWER CROSSING > z `0_ 0+00 0+50 O 6�F �.5 LL 0 Lu Co ys STR-72F- STR-72B PROFILE 640 INV .OUT I642.25 640 0 645 645Ln O of tD of S O M 111 m In OH t0 O tD 00 0+00 0+50 N 00 vi N l0 S O �n m n V6 LO 1D ' 'D 10 ul ° ID ID w ID QD w Co C6 Co w 6 STR-7oB - STR-70 PROFILE o+oo 0+50 1+00 1+50 z+oo 2+50 3+00 3+50 4+00 4+50 5+00 �. U rq J STR-3oB - SWM PROFILE w o+oo 0+50 1+00 1+5o XISTING GRADE (TYP.) Q o STR:64 VDOT STD. DI-3B (L=4') STR:52 VDOT STD. DI-3B (L=6') PROPOSED GRADE (TYP.) o STR-38D - STR-3oB PROFILE TP-6 685 = 79-50 INV IN: 672.43 TO 64B STR:64B VDOT STD. DI-313 (L=8') NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH 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: 655.1oTO82 TP=662.92 INV IN: 657 83 TO 8oB INV IN: 658 6o TO 8oD INV IN: 673.67TO 66 INV OUT: 672.33 TO 62 680 TP=679.67 INV OUT: 673.00 TO 64 680 OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE ALL DRAINAGE STRUCTURES WITH A DEPTH INV IN:050-07T082B 670 INVOUT:6 INV IN: 661.5o TO RF-i7 7 55.00 TO78 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-3B (L=6') TP=667.42 TP=667.42 INV IN: 657.6o TO 82D INVIN:663.00TOROOF-20 INV IN: 663.00 TO RF-18 INV OUT: 657.75 TO 82B 670 INV OUT: 657.5o TO 82 / 670 -- EXISTING ----- GRADE (TYP.) - WATE 665 665 ROPOSED GRADE (TYP.) PROPOSED 6" DI PROPOSED SANITARY SEWER WATERLINE CROSSING SERVICE LATERAL CROSSINGS PROPOSED 8" PVC SANITARY SEWER CROSSING 660 4.1 66o ' 2.1' 1. 15" RCP 15" RCP ° XISTING GRADE (TYP.) STR:8oD VDOT S -r - - TP=663.50 PROPOSED GRADE (TYP.) INV IN: 658.85 T 665 INV IN: 659.83 T INV OUT: 658-75 PROPOSED 8" DI RUNE CROSSING �d 15" RCP 660 118.69 LF Qa o.56% 660 2.2' 15" RCP 1.0' 26.02 LF @a o.58% 655 PROPOSED 8" PVC 655 SANITARY SEWER CROSSING O m V 0) N Co 00 �'o �� v �ID QD m 0 ID TP=669.33 INV IN: 662.17 TO S2B STR:52B VDOT STD. DI-3B (L=6') E INV IN: 658.77TO52D TP=669.33 INV OUT: 658.67 TO 5o6 INV OUT: 662.5o TO 52 ACCORDANCE WITH STANDARD SL-i AS 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 0 2.5 5 m 20 O RF-16 675 675 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE 1 INPR TO 8oB 1.o SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. WATERLIN SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. IN FEET ) 1 inch = 5 ft. PRO 15" RCP 670 z8.61 LF @a 1.99% 6]O m N m CoQo 50 HORIZONTAL GRAPHIC SCALE 200 ( IN FEET ) I inch = 50 ft. 0+00 O+So STR:50 VDOT STD. DI-3C STR-6 B - STR-6 PROFILE TP=668.92 TING GRADE (TYP. F I FILL (TYP.) 665 665 8" DI 1.z' E CROSSING 66o 66o 15" RCP 32.68 LF Qa z.00% 655 655 o N m 0 of 1p � w y M z/ cy/ \ U C M nJ > 1i 0 ° N° LU 3 cM 0 o I� o ,^ o W N v/ 0 o N W z Q I� ° a > � o Z 0 w ' O s J 4 4 STR:44 VDOT STD. DI-313 (L=6') INV IN: 658.02 TO 5oB J 1--1 0 TP=665-75 INV IN: 66433 TO YD-7 0+00 0+50 I --I w INV IN:657-So TO446 INV OUT: J 0 INV IN: 6 1oT0 :U) 6 w 655 118.48LFQa o.70% z7.66LFQa o_54/0 4 54 4 50 - STR- 2B -STR- 2 PROFILE w - STR: z VDOT STD. MH 0 o+oo 0+50 1+00 1+50 TP=66 g INV IN: 661.5o TO RF-5 J J J STR:52D VDOT STD. MH 0 4 5 INV OUT: 654.00 TO 42 TP=670.33 O 0 INV IN: 653.85 TO 44 °m m °m o INV IN: 659.z7 TO 54 STR:54B VDOT STD. DI-3C (L=1o') Q STR-8oD - STR-8o PROFILE INV OUT:653.75TO40 I� 0 a m p � 45 5 TP=66 8 p w t v O 0 �0 0 INV IN:66 oTO 6 75 a 675 0 0 p 0 0 ^ `^� INV OUT: 659.17 TO 5z PROPOSED GRADE (TYP.) INV IN: 662.0o TO 54D J `- m ,n F o un O 0 � _0 ^� INV OUT: 660.67 TO 54 E w 11 a0 a o ^ ° O m ^00 0 M N Co 1O STR: VDOT STD. DI- C (L=1o') STR:54D VDOT STD. DI-7 V / a0 m y p f 0 mZ0 u .. 54 3 J m PROPOSED GRADE (TYP.) m F O m 0o 0) .. > m w N 0i .. TP=667.58 3 0+00 0+50 1+00 1+50 STR: D VDOT STD. DI- C L=8' 2 > w H N o0�LLI 44 3 ( ) > �0 �0 H TP=666.8 m N TP=666.42 N 0 Ln m a i0 z 00 o0 1O iO Ln `D z Z INV OUT: 662. o TO B U w STR-82D -STR-82 PROFILE -o o INVIN:66o. TO B 5 54 0 ° STR:44B VDOT STD. MH INV IN: 658.77 TO 44F 0 p ~O m �, a » v w - - 0 a >> > 43 54 o F TP=667.08 INV IN: 662.5o TO RF-6 6]O Ln H o u O in z z a > > > F z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y I--1 0 000 O INV IN: 6 8.oz TO D INV OUT: 6 8.6 TO B °0 0 e3 > o O in z z z CC F��o 5 44 5 7 44 O a �� D G> F o 0 0 INV OUT:6 2T0 D 0 to O1O`°z0 w ° 6]O 0 u1 N v 57 9 44 670 > w o H a > > - - - - - - E > ^^ �^ 0 It o Z Z Ln z PROPOSED 8" DI PROPOSED 8" DI p O STR: 6 VDOT STD. DI- B L=8' PROPOSED GRADE (TYP.) n O 0 iO STR:44F VDOT STD. DI-3C (L=8') o D - - O WATERLINE CROSSING ° 5 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) 7 5 ? z Z Z 0 TP=666.4z F z z z_ INV IN: 66TP TO 8 STR: 6B VDOT STD. DI- B L=16' � a > > >> INV IN: 662.00 TO YD-8 665 535 5 5 3( ) n F z z z z EXISTING 8" PVC SANITARY PROPOSED 8" DI 665 L- w I INV IN: 66535T0 56B TP=672.50 NV OUT: 658.92 TO 44D PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING � z INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 66 ILL 665 WATERLINE CROSSING 43 uJ w 5 PROPOSED 8" PVC I i ����\i 4.8' 3 61 l.o' (TYP.) SANITARY SEWER CROSSING TYP. PROPOSED 8" SANITARY Q z PROPOSED SANITARY SEWER PROPOSED 6" DI 0.7 7, W SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING SEWER CROSSING 660 mj zzommm-Immmmmm "RCP RCP 0 670 670 660 7 2.4' l.o' 660 3'S ` 24' RCP 197 83 LF �a o.54°/u 2O-53 LF Qa 2.43% O EXISTING GRADE (TYP.) PROPOSED 8" DI 0 6 LF Qa 0.53% 18" RCP J ~O�// o WATERLINE CROSSING 75'7 w LL 15" RCP 655 30" RCP 30" RCP 3g.66 LF Qa o.60% 15" RCP 0 % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 ° 18" RCP o 118.77 LF Qa o.55% 27.81 LF Lal 54 mmqj 30" RCP z ° 665 665 655 76.58 LF @ 0.55/0 655 PROPOSED VDOT STD. ES-z 64-49 LF @a 0.50%a 3o" RCP o Q w/ RIPRAP OUTFALL 3o" RCP 32.68 LF Qa 0.70%0 V--� ° 44-4o LF @ 0.52% s 15" RCP EXISTING GRADE (TYP.) O ° 39.7o LF @1.00% 65o 30"RCP 65o U p (7 ` 19.13 LF Qa 0.78% N 660 660 650 650 INV. OUT=648.00 36"RCP u 58.78LFQa 1.28% STR 54D - S M PR FILELu N vi rn .+ 3"It6�� RCP a- V) 0 N o m N . It 645 / 42.46 LF Qa 1.77% 645 0 10 ^ �n ip k6 ip iO tD JOB NO. 'u ID ° w tD `° 112066 0 O M N S N M 0. N O O fm+l . Ol O M O. N O M 00 O 00 rl rl ^ M N vi co oo O 00 00 00 C6 00 m 00 of o of o 0 of 00 c6 00 00 ^ SCALE -Oc o+oo 0+50 0+00 0+50 1+00 1+50 2+00 2+5o D D O ° ° D D m 0 m 10 10 O oo 0o w m w m 10 0 1= 50 " V1 tD ID ID lD lD tD 1� n n o t0 � c STR-56B - STR-56 PROFILE SHEET NO. 0 STR-44D - STR-44F PROFILE N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 16 s w y M z/ cy/ \ U C M nJ > 1i 0 ° N° LU 3 cM 0 o I� o ,^ o W N v/ 0 o N W z Q I� ° a > � o Z 0 w ' O s J 4 4 STR:44 VDOT STD. DI-313 (L=6') INV IN: 658.02 TO 5oB J 1--1 0 TP=665-75 INV IN: 66433 TO YD-7 0+00 0+50 I --I w INV IN:657-So TO446 INV OUT: J 0 INV IN: 6 1oT0 :U) 6 w 655 118.48LFQa o.70% z7.66LFQa o_54/0 4 54 4 50 - STR- 2B -STR- 2 PROFILE w - STR: z VDOT STD. MH 0 o+oo 0+50 1+00 1+50 TP=66 g INV IN: 661.5o TO RF-5 J J J STR:52D VDOT STD. MH 0 4 5 INV OUT: 654.00 TO 42 TP=670.33 O 0 INV IN: 653.85 TO 44 °m m °m o INV IN: 659.z7 TO 54 STR:54B VDOT STD. DI-3C (L=1o') Q STR-8oD - STR-8o PROFILE INV OUT:653.75TO40 I� 0 a m p � 45 5 TP=66 8 p w t v O 0 �0 0 INV IN:66 oTO 6 75 a 675 0 0 p 0 0 ^ `^� INV OUT: 659.17 TO 5z PROPOSED GRADE (TYP.) INV IN: 662.0o TO 54D J `- m ,n F o un O 0 � _0 ^� INV OUT: 660.67 TO 54 E w 11 a0 a o ^ ° O m ^00 0 M N Co 1O STR: VDOT STD. DI- C (L=1o') STR:54D VDOT STD. DI-7 V / a0 m y p f 0 mZ0 u .. 54 3 J m PROPOSED GRADE (TYP.) m F O m 0o 0) .. > m w N 0i .. TP=667.58 3 0+00 0+50 1+00 1+50 STR: D VDOT STD. DI- C L=8' 2 > w H N o0�LLI 44 3 ( ) > �0 �0 H TP=666.8 m N TP=666.42 N 0 Ln m a i0 z 00 o0 1O iO Ln `D z Z INV OUT: 662. o TO B U w STR-82D -STR-82 PROFILE -o o INVIN:66o. TO B 5 54 0 ° STR:44B VDOT STD. MH INV IN: 658.77 TO 44F 0 p ~O m �, a » v w - - 0 a >> > 43 54 o F TP=667.08 INV IN: 662.5o TO RF-6 6]O Ln H o u O in z z a > > > F z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y I--1 0 000 O INV IN: 6 8.oz TO D INV OUT: 6 8.6 TO B °0 0 e3 > o O in z z z CC F��o 5 44 5 7 44 O a �� D G> F o 0 0 INV OUT:6 2T0 D 0 to O1O`°z0 w ° 6]O 0 u1 N v 57 9 44 670 > w o H a > > - - - - - - E > ^^ �^ 0 It o Z Z Ln z PROPOSED 8" DI PROPOSED 8" DI p O STR: 6 VDOT STD. DI- B L=8' PROPOSED GRADE (TYP.) n O 0 iO STR:44F VDOT STD. DI-3C (L=8') o D - - O WATERLINE CROSSING ° 5 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) 7 5 ? z Z Z 0 TP=666.4z F z z z_ INV IN: 66TP TO 8 STR: 6B VDOT STD. DI- B L=16' � a > > >> INV IN: 662.00 TO YD-8 665 535 5 5 3( ) n F z z z z EXISTING 8" PVC SANITARY PROPOSED 8" DI 665 L- w I INV IN: 66535T0 56B TP=672.50 NV OUT: 658.92 TO 44D PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING � z INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 66 ILL 665 WATERLINE CROSSING 43 uJ w 5 PROPOSED 8" PVC I i ����\i 4.8' 3 61 l.o' (TYP.) SANITARY SEWER CROSSING TYP. PROPOSED 8" SANITARY Q z PROPOSED SANITARY SEWER PROPOSED 6" DI 0.7 7, W SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING SEWER CROSSING 660 mj zzommm-Immmmmm "RCP RCP 0 670 670 660 7 2.4' l.o' 660 3'S ` 24' RCP 197 83 LF �a o.54°/u 2O-53 LF Qa 2.43% O EXISTING GRADE (TYP.) PROPOSED 8" DI 0 6 LF Qa 0.53% 18" RCP J ~O�// o WATERLINE CROSSING 75'7 w LL 15" RCP 655 30" RCP 30" RCP 3g.66 LF Qa o.60% 15" RCP 0 % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 ° 18" RCP o 118.77 LF Qa o.55% 27.81 LF Lal 54 mmqj 30" RCP z ° 665 665 655 76.58 LF @ 0.55/0 655 PROPOSED VDOT STD. ES-z 64-49 LF @a 0.50%a 3o" RCP o Q w/ RIPRAP OUTFALL 3o" RCP 32.68 LF Qa 0.70%0 V--� ° 44-4o LF @ 0.52% s 15" RCP EXISTING GRADE (TYP.) O ° 39.7o LF @1.00% 65o 30"RCP 65o U p (7 ` 19.13 LF Qa 0.78% N 660 660 650 650 INV. OUT=648.00 36"RCP u 58.78LFQa 1.28% STR 54D - S M PR FILELu N vi rn .+ 3"It6�� RCP a- V) 0 N o m N . It 645 / 42.46 LF Qa 1.77% 645 0 10 ^ �n ip k6 ip iO tD JOB NO. 'u ID ° w tD `° 112066 0 O M N S N M 0. N O O fm+l . Ol O M O. N O M 00 O 00 rl rl ^ M N vi co oo O 00 00 00 C6 00 m 00 of o of o 0 of 00 c6 00 00 ^ SCALE -Oc o+oo 0+50 0+00 0+50 1+00 1+50 2+00 2+5o D D O ° ° D D m 0 m 10 10 O oo 0o w m w m 10 0 1= 50 " V1 tD ID ID lD lD tD 1� n n o t0 � c STR-56B - STR-56 PROFILE SHEET NO. 0 STR-44D - STR-44F PROFILE N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 16 s 4 4 STR:44 VDOT STD. DI-313 (L=6') INV IN: 658.02 TO 5oB J 1--1 0 TP=665-75 INV IN: 66433 TO YD-7 0+00 0+50 I --I w INV IN:657-So TO446 INV OUT: J 0 INV IN: 6 1oT0 :U) 6 w 655 118.48LFQa o.70% z7.66LFQa o_54/0 4 54 4 50 - STR- 2B -STR- 2 PROFILE w - STR: z VDOT STD. MH 0 o+oo 0+50 1+00 1+50 TP=66 g INV IN: 661.5o TO RF-5 J J J STR:52D VDOT STD. MH 0 4 5 INV OUT: 654.00 TO 42 TP=670.33 O 0 INV IN: 653.85 TO 44 °m m °m o INV IN: 659.z7 TO 54 STR:54B VDOT STD. DI-3C (L=1o') Q STR-8oD - STR-8o PROFILE INV OUT:653.75TO40 I� 0 a m p � 45 5 TP=66 8 p w t v O 0 �0 0 INV IN:66 oTO 6 75 a 675 0 0 p 0 0 ^ `^� INV OUT: 659.17 TO 5z PROPOSED GRADE (TYP.) INV IN: 662.0o TO 54D J `- m ,n F o un O 0 � _0 ^� INV OUT: 660.67 TO 54 E w 11 a0 a o ^ ° O m ^00 0 M N Co 1O STR: VDOT STD. DI- C (L=1o') STR:54D VDOT STD. DI-7 V / a0 m y p f 0 mZ0 u .. 54 3 J m PROPOSED GRADE (TYP.) m F O m 0o 0) .. > m w N 0i .. TP=667.58 3 0+00 0+50 1+00 1+50 STR: D VDOT STD. DI- C L=8' 2 > w H N o0�LLI 44 3 ( ) > �0 �0 H TP=666.8 m N TP=666.42 N 0 Ln m a i0 z 00 o0 1O iO Ln `D z Z INV OUT: 662. o TO B U w STR-82D -STR-82 PROFILE -o o INVIN:66o. TO B 5 54 0 ° STR:44B VDOT STD. MH INV IN: 658.77 TO 44F 0 p ~O m �, a » v w - - 0 a >> > 43 54 o F TP=667.08 INV IN: 662.5o TO RF-6 6]O Ln H o u O in z z a > > > F z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y I--1 0 000 O INV IN: 6 8.oz TO D INV OUT: 6 8.6 TO B °0 0 e3 > o O in z z z CC F��o 5 44 5 7 44 O a �� D G> F o 0 0 INV OUT:6 2T0 D 0 to O1O`°z0 w ° 6]O 0 u1 N v 57 9 44 670 > w o H a > > - - - - - - E > ^^ �^ 0 It o Z Z Ln z PROPOSED 8" DI PROPOSED 8" DI p O STR: 6 VDOT STD. DI- B L=8' PROPOSED GRADE (TYP.) n O 0 iO STR:44F VDOT STD. DI-3C (L=8') o D - - O WATERLINE CROSSING ° 5 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) 7 5 ? z Z Z 0 TP=666.4z F z z z_ INV IN: 66TP TO 8 STR: 6B VDOT STD. DI- B L=16' � a > > >> INV IN: 662.00 TO YD-8 665 535 5 5 3( ) n F z z z z EXISTING 8" PVC SANITARY PROPOSED 8" DI 665 L- w I INV IN: 66535T0 56B TP=672.50 NV OUT: 658.92 TO 44D PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING � z INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 66 ILL 665 WATERLINE CROSSING 43 uJ w 5 PROPOSED 8" PVC I i ����\i 4.8' 3 61 l.o' (TYP.) SANITARY SEWER CROSSING TYP. PROPOSED 8" SANITARY Q z PROPOSED SANITARY SEWER PROPOSED 6" DI 0.7 7, W SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING SEWER CROSSING 660 mj zzommm-Immmmmm "RCP RCP 0 670 670 660 7 2.4' l.o' 660 3'S ` 24' RCP 197 83 LF �a o.54°/u 2O-53 LF Qa 2.43% O EXISTING GRADE (TYP.) PROPOSED 8" DI 0 6 LF Qa 0.53% 18" RCP J ~O�// o WATERLINE CROSSING 75'7 w LL 15" RCP 655 30" RCP 30" RCP 3g.66 LF Qa o.60% 15" RCP 0 % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 ° 18" RCP o 118.77 LF Qa o.55% 27.81 LF Lal 54 mmqj 30" RCP z ° 665 665 655 76.58 LF @ 0.55/0 655 PROPOSED VDOT STD. ES-z 64-49 LF @a 0.50%a 3o" RCP o Q w/ RIPRAP OUTFALL 3o" RCP 32.68 LF Qa 0.70%0 V--� ° 44-4o LF @ 0.52% s 15" RCP EXISTING GRADE (TYP.) O ° 39.7o LF @1.00% 65o 30"RCP 65o U p (7 ` 19.13 LF Qa 0.78% N 660 660 650 650 INV. OUT=648.00 36"RCP u 58.78LFQa 1.28% STR 54D - S M PR FILELu N vi rn .+ 3"It6�� RCP a- V) 0 N o m N . It 645 / 42.46 LF Qa 1.77% 645 0 10 ^ �n ip k6 ip iO tD JOB NO. 'u ID ° w tD `° 112066 0 O M N S N M 0. N O O fm+l . Ol O M O. N O M 00 O 00 rl rl ^ M N vi co oo O 00 00 00 C6 00 m 00 of o of o 0 of 00 c6 00 00 ^ SCALE -Oc o+oo 0+50 0+00 0+50 1+00 1+50 2+00 2+5o D D O ° ° D D m 0 m 10 10 O oo 0o w m w m 10 0 1= 50 " V1 tD ID ID lD lD tD 1� n n o t0 � c STR-56B - STR-56 PROFILE SHEET NO. 0 STR-44D - STR-44F PROFILE N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 16 s 655 118.48LFQa o.70% z7.66LFQa o_54/0 4 54 4 50 - STR- 2B -STR- 2 PROFILE w - STR: z VDOT STD. MH 0 o+oo 0+50 1+00 1+50 TP=66 g INV IN: 661.5o TO RF-5 J J J STR:52D VDOT STD. MH 0 4 5 INV OUT: 654.00 TO 42 TP=670.33 O 0 INV IN: 653.85 TO 44 °m m °m o INV IN: 659.z7 TO 54 STR:54B VDOT STD. DI-3C (L=1o') Q STR-8oD - STR-8o PROFILE INV OUT:653.75TO40 I� 0 a m p � 45 5 TP=66 8 p w t v O 0 �0 0 INV IN:66 oTO 6 75 a 675 0 0 p 0 0 ^ `^� INV OUT: 659.17 TO 5z PROPOSED GRADE (TYP.) INV IN: 662.0o TO 54D J `- m ,n F o un O 0 � _0 ^� INV OUT: 660.67 TO 54 E w 11 a0 a o ^ ° O m ^00 0 M N Co 1O STR: VDOT STD. DI- C (L=1o') STR:54D VDOT STD. DI-7 V / a0 m y p f 0 mZ0 u .. 54 3 J m PROPOSED GRADE (TYP.) m F O m 0o 0) .. > m w N 0i .. TP=667.58 3 0+00 0+50 1+00 1+50 STR: D VDOT STD. DI- C L=8' 2 > w H N o0�LLI 44 3 ( ) > �0 �0 H TP=666.8 m N TP=666.42 N 0 Ln m a i0 z 00 o0 1O iO Ln `D z Z INV OUT: 662. o TO B U w STR-82D -STR-82 PROFILE -o o INVIN:66o. TO B 5 54 0 ° STR:44B VDOT STD. MH INV IN: 658.77 TO 44F 0 p ~O m �, a » v w - - 0 a >> > 43 54 o F TP=667.08 INV IN: 662.5o TO RF-6 6]O Ln H o u O in z z a > > > F z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y I--1 0 000 O INV IN: 6 8.oz TO D INV OUT: 6 8.6 TO B °0 0 e3 > o O in z z z CC F��o 5 44 5 7 44 O a �� D G> F o 0 0 INV OUT:6 2T0 D 0 to O1O`°z0 w ° 6]O 0 u1 N v 57 9 44 670 > w o H a > > - - - - - - E > ^^ �^ 0 It o Z Z Ln z PROPOSED 8" DI PROPOSED 8" DI p O STR: 6 VDOT STD. DI- B L=8' PROPOSED GRADE (TYP.) n O 0 iO STR:44F VDOT STD. DI-3C (L=8') o D - - O WATERLINE CROSSING ° 5 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) 7 5 ? z Z Z 0 TP=666.4z F z z z_ INV IN: 66TP TO 8 STR: 6B VDOT STD. DI- B L=16' � a > > >> INV IN: 662.00 TO YD-8 665 535 5 5 3( ) n F z z z z EXISTING 8" PVC SANITARY PROPOSED 8" DI 665 L- w I INV IN: 66535T0 56B TP=672.50 NV OUT: 658.92 TO 44D PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING � z INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 66 ILL 665 WATERLINE CROSSING 43 uJ w 5 PROPOSED 8" PVC I i ����\i 4.8' 3 61 l.o' (TYP.) SANITARY SEWER CROSSING TYP. PROPOSED 8" SANITARY Q z PROPOSED SANITARY SEWER PROPOSED 6" DI 0.7 7, W SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING SEWER CROSSING 660 mj zzommm-Immmmmm "RCP RCP 0 670 670 660 7 2.4' l.o' 660 3'S ` 24' RCP 197 83 LF �a o.54°/u 2O-53 LF Qa 2.43% O EXISTING GRADE (TYP.) PROPOSED 8" DI 0 6 LF Qa 0.53% 18" RCP J ~O�// o WATERLINE CROSSING 75'7 w LL 15" RCP 655 30" RCP 30" RCP 3g.66 LF Qa o.60% 15" RCP 0 % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 ° 18" RCP o 118.77 LF Qa o.55% 27.81 LF Lal 54 mmqj 30" RCP z ° 665 665 655 76.58 LF @ 0.55/0 655 PROPOSED VDOT STD. ES-z 64-49 LF @a 0.50%a 3o" RCP o Q w/ RIPRAP OUTFALL 3o" RCP 32.68 LF Qa 0.70%0 V--� ° 44-4o LF @ 0.52% s 15" RCP EXISTING GRADE (TYP.) O ° 39.7o LF @1.00% 65o 30"RCP 65o U p (7 ` 19.13 LF Qa 0.78% N 660 660 650 650 INV. OUT=648.00 36"RCP u 58.78LFQa 1.28% STR 54D - S M PR FILELu N vi rn .+ 3"It6�� RCP a- V) 0 N o m N . It 645 / 42.46 LF Qa 1.77% 645 0 10 ^ �n ip k6 ip iO tD JOB NO. 'u ID ° w tD `° 112066 0 O M N S N M 0. N O O fm+l . Ol O M O. N O M 00 O 00 rl rl ^ M N vi co oo O 00 00 00 C6 00 m 00 of o of o 0 of 00 c6 00 00 ^ SCALE -Oc o+oo 0+50 0+00 0+50 1+00 1+50 2+00 2+5o D D O ° ° D D m 0 m 10 10 O oo 0o w m w m 10 0 1= 50 " V1 tD ID ID lD lD tD 1� n n o t0 � c STR-56B - STR-56 PROFILE SHEET NO. 0 STR-44D - STR-44F PROFILE N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 16 s STR:92 VDOT STD. DI-3C (L=6') TP=674.00 INV IN: 668.85 TO 92B INV OUT: 668.75 TO 9oB 685 J° d STR:go VDOT STD. DI-313 (L=1o') m m m N TP=674-75 N O O N INV IN: 667.zSTO9oB p a,�p rn�� INV IN: 670.0o TO YD-11 v~i O O ~„ F 0000 o INV OUT: 667.0o TO 86 o ^\ O oNo N tD -n M O 00 r4 W m OW STR:86 VDOT STD. MH m F N +1O tO Z TP=673.00 m^ z z rn z 0 INVIN:66343T088 D»0j a»> I NV I N: 666.67 TO 9 F„a_zZZ LnFzzz INV OUT: 66333 TO 84 670 WATERLINE 24" RCP 27.97 LF Qa 1.18% 665 -; 18" RCP 660 39.8o LF @a 1.26% 0 0 w 10 n 0+00 0+50 STR:72 VDOT STD. DI-3B (L=6') TP=663.50 INV IN: 651.93 TO 72B rINV IN: 656.33 TO 72D I INV IN: 659.5oTO RF-14 670 INV OUT: 651.83 TO 7oF EXISTING GRADE (TYP.) STR:72D VDOT STD. TP=663.4z 665 INV IN: 658.5o TO RF INV OUT: 656.75 TO ; ROPOSED GRADE (T) 66o 66o PROPOSED 6" E WATERLINE CR 655 655 15" RCP 32.81 LF Qa 1.28% 65o 650 o `^ m ID w w 0+00 0+50 STR:94 VDOT STD. DI-313 (L=8') TP=675.67 INV IN: 670.35 TO 96 INV IN: 671.5oTO RF-z3 0 INV OUT:670.z5TO92B " 690 00 °D °m XISTING GRADE (TYP.) m M M o 00 N 6g5 _ N a-p 0 0 0) 00 2O OF -N.F 0, p o F o --STR:102 VDOT STD. DI-3B (L=1o') 00 - L° g 0 -' TP=678.92 685 o - �^ o H j 0. , INV IN: 6 z TO YD-12 749 OQ 1p MO NCI >��F N'z70 INV IN: 67475TORF-z5 NO \ > 'o Wo H 00 v W II INV OUT: 67z.83 TO loo w .. m�z0 Ql� Z zp w II F a» 01 F Z Z >> > > > F a Z Z ^F_- 68o vF,�_zzz - - - I / PROPOSED 675 GRADE (TYP.) LL (TYP.) 675 yg" RCP 7.1823 gz.73 LF @ ""RCP @.91 LF o.96% PROPOSED 8" PVC SANITARY SEWER CROSSI 18" RCP 36.45 LF @1.15% 15" RCP �5' RCP 105.z9 LF Qa o.69% 670 65.86 LF C � 37�0 1S" RCP 53-46 LF @ 0.75% 18" RCP 665 20.1g LF Qa 0.75% 00 O 00 O O n al w f+l rq N N 00 w rl CC) 00 00 l0 ko `D w l0 w lW l0 w 10 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STR-102 - STR-86 PROFILE STR:YD-7A 18" NYLOPLAST YARD INLET TP=669.67 EXISTING �INV IN: 666.67 TO YD-71 GRADE (TYP.) INV IN: 666.67 TO YD-7C 675 INV OUT: 666.67TO YD-7 STR:YD-7C 18" NYLOPLAST YARD INLET PROPOSED STR:YD-7B 18' NYLOPLAST YARD INLET DI-313 (L=6') TP=671.00 GRADE (TYP.) TP=670.67 INV OUT: 668.00 TO YD-7A I INV OUT: 667.67 TO YD-7A -13 670 - - - - - - - - - - - - 670 12 'P ) I DSSING 665 PROPOSED SANITARY SERVICE LATERAL CRO 66o r 665 NER PROPOSED SANITARY SEWER VGS 97 04DPE LF Qa 1.03% SERVICE LATERAL CROSSINGS 12" HDPE 107.11 LF @ 1.24% 66o 00 O0 00 D 00 0 00 0 00 0 I w W W W 0+00 0+50 1+00 1+So 2+00 YD-7 SERIES PROFILE w11 m 11 _ 0 J 2 ao STR:8o VDOT STD. DI-3B (L=4') STR:8z VDOT STD. DI-3B (L=8') TP=666.17 p oo F 00 0)0 m V w -p V M STR- 2D -STR- 2 PROFILE TP=665.92 00 M wm o 00 7 7 INV IN:655.10TO8z INV IN: 655-43 TO 84 F m r �ww oo O o 0 0o 0 INVIN:657.83TO8oB INV IN:6 6.6 T08zB 5 7 O mo��w F + F INV OUT: 655.0o TO 78 INV IN: 661.5o TO RF-17 > ° w w r PROPOSED F N w F INV OUT: 655.33 TO 80 00 o z z p GRADE (TYP.) 0 m 'o w OQ 675 STR:84 VDOT STD. DI-3B (L=8') Ln Z Z Z r z m ^M' F 675 d TP=667.o8 w - O-eo rk m INV IN: 661.5o TO ROOF-1g H z z 00 iO O> "' ^ INV IN: 66o.33TO86 LnF z o 000 INV OUT: 655-75 TO 82 670 Ci F 0 F- F ° o °Ln STR:74 VDOT STD. DI-36 (L=4') j w F - ' TP=663.75 °o'0Zp---- -� INVIN:654.z5TO78 o II» INV IN:65z.77TO76 Ln r _zz INV OUT: 652.67 TO 72B _PRO 655 65o PROPO WATERLINE C 1 0 4"RCP o% i44.6a LF C 18" PVC SEWER CROSSING 670 PROPOSED 8" DI WATERLINE CROSSING 665 15" RCP 39.67 LF t7a i.00% 66o zm 30" RCP 69.19 LF Qa 0.58% 30" RCP 33.26 LF @0.75% z4" RCP 26.73 LF �24" RCP 47.03 LF @ o.68% @ o.86% 65o vl O O I� O I� m O O O N al 00 M 00 Vl 00 Ln o6 W 1� 0 W O W N W W� N W rl w w w ko w 10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-88B - STR-74 PROFILE 670 665 io II d I� in J M m kD w O ao io -m w F -0 ^, d d p ww0 F i m V F O M OLn O L^ r- J O w a w F O S n N w > N N I�� Ca �o OF O O> `^'o H o w? O STR:SzD VDOT STD. MH 00 o -wO-Ow OF Ln N-..wO D �o m z z ~ o inI _> > Z TP=670.33 F O r, p . Op m o r->>> z z INV IN: 659.27 TO 54 STR:58 VDOT STD. DI-3B (L=6') `n F > N 0 W > 00 0+ z INV IN: 664.5o TO 56 TP=675.50 o ID o O W z 0 INV OUT: 659.i7TO 52 INV IN: 668.02 TO 60 o n o w z O ` ° r a > > INV OUT: 667.92 TO 56 '0 , Z) � F z z � F ? z. STR:56 VDOT STD. DI-36 (L=8') r Z Z TP=672.50 PROPOSED GRADE( TYP.) Ul 0000 INV IN: 66535 TO 58 J/ - INV IN: 66535 TO 56B / \ PROPOSED 8" DI INV OUT: 665.25 TO 52D / WATERLINE CROSSING _ _ - � FILL RCP (TYP.) 15F�g.gS EXISTING GRADE (TYP. z:o' 63-10 15 RCP % LF 1•07 15" RCP 9z.lo 35.17 LF Qa 1.36% @i 1.52% R 14i�3LF 40' LF t7a -1.00% Lis" RCP 30.35 LF Qa 2.47% M 0) It rl w w N o+00 0+50 138.00 LF Qa 1.86% PROPOSED SANITARY SEWER CROSSING Vt lD ^ . l0 l0 U) rl l0 w M lD .t �W N l0 01 O N 'W 01 loo 0 l0 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+So STR-68B -STR-52D PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OFlz'ORGREATER SHALL HAVE SAFETY SLABS IN VERTICAL GRAPHIC SCALE ACCORDANCE WITH STANDARD SL-2 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 5 o 2.5 a 10 I NOTE: HDPE CAN BE USED AS AN ACCEPTABLE III II IIIII SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. ( IN FEET ) SEE DETAIL ON SHEET 17 FOR HDPE PIPE 1 inch = 5 ft. BEDDING INFORMATION. HORIZONTAL GRAPHIC SCALE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 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. 00 ^ m w M J m L s V m to O o 0 �mO o o m mp0 0 0 670 Vl FF Ln L FF n o _F STR:7oD VDOT STD. DI-3B (L=6') TP=663.67 rINV IN: 650.6o TO 7oF INV IN: 658.25 TO RF-12 IINV OUT: 6So.SoTO70 ( IN FEET ) 1 inch = 50 ft. STR:68 VDOT STD. DI-3B (L=8') TP=688.00 INV IN: 680.93 TO 68B INV OUT: 680.83 TO 66 STR:68B VDOT STD. DI-3B (L=io') TP=688.17 INV OUT: 681.33 TO 68 1 �L 685 PROPOSED 8" DI 1.1' WATERLINE CRC 68o RCP lo% i5" RCP 15 F 43 28.o6 LF (7a 1.43% 6 �61 675 00 ' 0) Ol 00) 00 00 00 ID 00 w w 00 S+00 S+So 6+oo STR:64 VDOT STD. DI-313 (L=4') TP=679.50 INV IN: 672.43 TO 64B INV IN: 673.67 TO 66 INV OUT: 672.33 TO 6z 68o zo PROPOSED GRADE 675 io J V M 0 LL n ^ ^0 J O in M m LA w O01i �w0 0 mCtti�0 N N NCl O M Nww F IMF Pp r` 670 14 6+50 ISTING GRADE (TYP.) 685 STR:64B VDOT STD. DI-36 (L=8') TP=679.67 INV OUT: 673. oo TO 64 68o PROPOSED 8" DI WATERLINE CROSSING 675 L1S" RCP 6]O 28.61 LF @1.99% 6]O M N d m i w 0+00 0+50 STR-64B - STR-64 PROFILE STR:76 VDOT STD. DI-313 (L=4') TP=66z.67 INV IN: 653.z7 TO 76B INV OUT: 653.17 TO 74 00 J m M w 0 0 LL 670 p o o °s 0 -00 N't v~ °o STR:7oF VDOT STD. DI-3B (L=6') OMmLn O O o vma° > �a°°n° F m °i° p ui TP=66 375 7616 nFFF00 �wozz0ON FMmO N Srv�o I- FF m m > 4wwF awzz0 m MwwF O M �nOw awzz= >mwSoF INV IN:65o.93T07z OlM lA�,.�O' II >>> ^ w V1.. DONwmw��zzz >Mw'D 0 N Ln o Lnryw I] mw ° - -O °--O o p > >> I, Z z INV OUT: 6 0.8 TO oD 5 3 7 _ > rnwIDkoF- --- ^�zz0 > �M�° w w F }O Vl F Z z Z 665 --- F C_ w p nFzzz HCL ----' N .. .. .. � O_ II -- r-IDzzz Fa»> m N `�kDzzo (� O O Fo n,� 665 (n FZZZ - -- wa»» uIFZZZ in F Z Z Z Z ---\ z z z > 'tw -- _ --- tF/1 H O /- p 0o wF I XISTING GRADE (TYP.) \� m Oj TYP.) \ F Z z 66o _f 660 - PROPOSED GRADE (TYP. PROPOSED 6" DI PROPOSED 6" DIJ WATERLINE CROSSING ' - WATERLINE CROSSING 655 655 15" RCP 15 RCP z.3' 85.z3 LF Qa o.56% 78.29 LF Qa o.51% 65o RCP 65o 30" 172.96 LF Qa 0.52% 30' RCP 30" RCP 79-94 LF 1✓a) 0.50% 30" RCP o" R 5o.84 LF Qa o.63% 1 "RCP 30" RCP LF �a o.70% 29.42 LF 5 o Qa o.5o% PROPOSED 8" PVC 59 85 LF Qa ot0/63" RCP 55.g6 LF Qa o.57% SANITARY SEWER CROSSING 645 47.27 LF Qa o.68% 645 O � 00 W O � 00 O N o V1 0) N O) m Ol O d O � m O O L. w N N M . H 00 V1 ,n ri w M w ry w f�l w w w w w ,.n w w w O w N Op w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 0+00 0+50 1+00 1+50 2+00 2+So 3+00 3+50 4+00 4+50 STR-76D - STR-40 PROFILE 5+00 5+50 6+oo 6+5o 7+00 W SCOTT/R. C69LLINS Lie. No. 035791 °paw 4/4/22tv4 �`S'SIONAL E�G� J r z O 2: m Z O w 0 z z 3 O a Vl Ln H w z III CA z Cy) Q cvi J OIL- 0-) N W 0! cC '7 cn WN o J N Q N Q Lu J J _ i--I H-Il Ln w J U) U J LL O O z _j Lu J U J w Y ~ � 2 ulW ~ O O O Z In LuQLu JU) 0 O w 0� ® Q z C� U ID CDv rr�rr11 N � Lu Lu 0 � w x d V7 JOB NO. 112066 SCALE 1" = 50� SHEET NO. - 17 DRAINAGE DESCRIPTIONS / / / / / $tincture Area Cw tI, PIPE INFORMATION INLET INFORMATION (Acre31 (min.) STR. NO. CIA. LENGTH' SLOPE INVERT INVERT Curb SLOT RIM / / / / /' �' -' / / / / (in.) (ft.) (%) IN OUT MATERIAL INLET TYPE Type LENGTH ELEVATION i / $tincture Area cw tc i / / i �'' _ - / 38D DIJB CG6 14 886.92 / / / / / � - - � (Acres) (min.)(min.)•I 38C 15 32.69 0.70% 680.25 660.02 RCP 30 OAO 0.90 5,0 � � / / j / >-. 38B DI3B CG6 12 666.92 / // // �( C �\ 30B 0.00 0.90 5.0 38A 15 41.07 0.58% 659.92 659.68 RCP / / / \ \ \ 38 13130 CG3 6 585.67 37 15 41.02 0.56% 659.58 659.35 RCP / / / \ \ - - 34 0.21 0.70 6.0 / V A 38 DI3B CG6 10 888.08 34B 0.25 0.70 6.0 \ _ 35 15 45.15 0.55% 659.25 659.00 RCP // / I I \ \ / V A \ - - 36 0.16 0.70 6.0 38 0.12 0.60 6.0 -- 38B 0.42 0.70 6.0 34B D136 6 CG10 65725 \ _ - \ - /' _ - 38D 0.33 0.70 6.0 34A 15 33.01 0.70% 650.58 65D.35 RCP \ _ _ 34 DIJB CG6 10 857.33 - ---_�- � �\ \\ �/ /J/ - ��\-----�' /^a,-/ 42 0.00 0.90 5.0 32 DI3B CG3 12 664.00 \ -- I�IL - - _ _ - - \ _ _ \ \\ - / __--_--_-_- ---- 44 0.11 0.75 6.0 31 18 62.95 0.64% 649.42 649.02 RCP V v / � _ / '- - - _ - � - - - - - - 44B 0.00 0.90 5.0 \ - -- y --- _--- 44D 0.22 0.70 6.0 30B MH CG6 - 667.33 - _ 30A 24 118.08 0.57% 848.92 648.25 RCP -- -- / � � � - - - - _ 30 MH CG6 - 654.50 \ \ ` - _- , / /� J - - / _ - 44F 0.30 0.55 6.0 - - - _ 29 24 82.16 4.56% 846.00 642.25 RCP -- �'i �, � - - � - -- - -- - --- -- - \ 54D Dti7 - - sss.e3 - - - - - - - - - - - - - _ - ---- -- -_-_/ - - - -- r ____.----------- ------ L--- -- _) l _ 450 8 0.17 0.75 6.0 6.0 - - - - - - - - 54C 15 20.53 2.43% 662.50 662.00 RCP ' -. _�_____ _____- _ ��a w ANK w MO.M / ___------._--- --�'J -� SOB 0.12 0.70 6.0 .4� m,.m...gymaaam ,.,. _-- // �v ------ 52 0.12 0.70 6.0 54B DF3C CG6 10 %7.58 + + ♦ --- -- l' i / -- 1 ♦ PROPOSED ROAD _ �/ = ROPOSED YARD DRAIN SYSTEM _ - - - _ - _ - -' / - _ - - - - - - - 52B 0.10 0.70 6.0 s4A is 3s.es o.eo% 660s7 sso.43 RCP ♦ ♦ DRAINAGE SYSTEMr- - 54 DISC CG6 10 6675e Iy ,,,,._.-�� - - - - - _ \ \ I - - - 52D 0.00 0.90 5.0 53 24 197.83 0.54% 860.33 659.27 RCP - 1 _ K r se" _ --- - 94 96 g8 ---- 100 ! A _ _ - - / ' _ - \ _ \ - - - - - _ - - \ \I - \ 54 0.50 0.60 6.0 52D MH - - 870.33 - _ - - - --gn` ♦ fin= .,1, -_ / I� I _i u� �� _ _ / \ 1 54B 0.36 0.80 6.0 52C 24 15.15 053% fi59.17 fi58.77 RCP 60'_. - - e_ - - - - , YD 12 ':♦ - v �,:. J /yyy_^ �- �__I J- - �" \ \ \ 52 D"136 CG6 659.33 RF z A = R,vgre IEEHA r-✓" a //- - \ \ - I \ \ I 54D .0.40 56 012 0.70 00 6.51 0 SOB 30 64.36 0.50% 658.67 658.35 RCP DI-3C CG6 8 1 IRF 4 -` At-evlV4N Wr�uR 10 \ -1f / RF �5A , // \ \ I 56B 11.06 0.40 50A 30 32.68 0.70% 658.25 658.02 RCP 1 / _ 26 W ^ I__._:^ -- \.. RF-24A ^ 1 1r-t___ ' - _ \ \ \ \ 58 0.09 0.75 6.0 50 DI-3C CG6 8 %8.92 / 9 �� �,+ : A V A A V 60 0.06 0.75 6.0 49 30 64.49 0.50% 657.92 657.60 RCP 6013 0.23 0.40 8.0 48 DF3B CG6 6 889.33 - r / ' "-_ - - - 2 � :..�� .- 2 _� .a. . .,,: ... / \ \ \\ \ 1 \ 62 0.14 0.45 7.0 47 30 105.46 0.55% 657.50 656.92 RCP \ BBBF 21A "^ - l \ / I / I 46 DI36 CG6 4 ssssz - - = 1 � _ - - 'b ' �``�...\, 68 r '\�-a m 'I' ►�.rl� � \I / / / 64 0.05 0.65 6.0 a '. _ r r �" ., / 64B 0.05 0.65 6.0 45 30 44.40 0.52% 654.33 654.10 RCP i-_ -_ 90B ` Ir RF2 B r•. / 1 / / / 44 DIJB CG6 s 665.7s "'� ' .,, / / / / / ♦ / ROPOSED DRAINAGE DIVIDE (Tl'P 66 0.05 0.65 6.0 43 30 19.13 0.78% 654.00 653.85 RCP �E V, ��-q 6 ,4 , a T �1 \ / ♦ / / / 68 0.14 0.75 6.0 42 MH - - 664.58 / y ✓ s �� \ ^!h� 6 / , -- �_ - / \ - - /� ---_ k ' .Q' rf \ \� \ / / / 68B 0.14 0.75 6.0 41 38 58.78 1.28% 653.75 653.00 RCP - ✓ - 6 9° a: Sa.P,yRcRo f0 \ ��/Oe r \, -{' t - A / \ / / `j� // /� 70 0.26 0.70 6.0 •' RF-1 A , 8' y ` PROPOSED ROADe// D° I I / / / / ♦ / / / 70B 0.26 0.70 6.0 _ 88 I 9 40 MH - - 664.00 _ � � � P R/ Z/Lqb. I I \ -i1 e R _ 39 36 42.46 1.77% 648.75 648.00 RCP q R/ f `j I r -I a p ♦ 70D 0.08 0.75 6.0 ✓ r r �.I V R/WI'1 6 B: 1, Ii1 \I \`i/'----\\--�/ /l /l `�� l 70F 0.18 0.50 6.0 .�, DRAINAGESYSTEM \\ I 44F Dwc ccs e 656.42 1 '; - - •.I I ' ✓ 4 i � v .r / _ _ � / / / ♦ I 72 0.15 0.60 6.0 44E 15 27.81 0.54% 658.92 658.77 RCP - 1 , ROPOSED YARD DRAIN SYSTEM'. ft I_ _ / \ / / / / ♦ / / -' , \ 726 0.22 0.60 6.0 44D DISC CG6 8 666.42 I 1 : t 6 YD 11 -11 V \v 6 \ > 1 /^�-/ -' / / / - 72D 0.10 0.70 6.0 44C 15 118.77 0.55% 658.67 658.02 RCP 1 - _ - - �--\� loA I I II •- :� -- it � V / - / / 72F 0.14 0.75 6.0 44B MH - - 667.08 I - -8 F '; \ \ \ / / ♦x . 44A 18 76.58 0.55% 657.92 657.50 RCP F - - ' _ / / / / / _ 74 0 04 0 70 6 0 r 76 0.03 0.80 5.0 76B 0.19 0.85 6.0 76D 0.12 oso 6.0 52B DIJB CG6 6 669.33 52A 15 32.68 1.00% 662.50 662.17 RCP 78 0.05 0.60 5.0 80 0.06 0.80 5.0 �+ 8013 0.09 0.85 6.0 68B DI-313 CG6 10 688.17 I rl SOD • r _ \ i / / �� -• , 8zD , - // 80D 0.21 0.80 6.0 seA 15 2e.06 1.43% 681.33 680s3 RCP 82 0.21 0.75 6.0 68 DI-313 CG6 8 688.00 67 15 76,16 4,37% 680,83 677.50 RCP 82B 0.10 0.75 6.0 / 66 ss a s3.zs ass% s7s.n s73s7 RCP I I _°R'v^r 1p TR - YD 86PROPOSED YARD DRAIN SYSTEM 1 �' �' / 82D 0.19 0.60 6.0 64 DIJB CG6 4 679.50 I 7 DIJB CG6 6 682.25 1 \ \ 'rl"r1 E RCgO (3o R/W T� ' , / /o 84 0.17 0.65 6.0 _ r RF-i7A 1 _, �� \ 1 / �' I � I -_ i r ..� r. a • r � ♦ � 86 0.00 0.90 5.0 63 15 35.17 1.36% 672.33 671.e5 RCP I � � - RF-1 B ' .-. -; P y� -RF 8 ,\ -' • 5 �\a -_ 66 - - -� - 4D 88 0.12 0.70 6.0 _ 62 DI-3C CG6 6 678.83 i i - \ ��9rMg0-..•,.� . �._... .. . ,,:..: 546 .. - 88B 0.35 0.60 6.0 61 15 92.10 1.07% 671.75 670.77 RCP '� a gA i ` 78 _ - ={ , / .-,� 9<<F OTS. r`........ `> �/ `-ice ♦ 90 0.21 0.75 7.0 606 DIJB CG6 8 878.42 " 60A 15 40.17 1.00% 670.67 670.27 RCP I r;l , t - RF 6B- �sFn FFT..r• , 56 90B 0.35 0.65 7.0 / o - 92 0.09 0.65 6.0 60 DF3B CG6 6 678.33 0, �� , - `�"- _1 , �' '� YD-8 - 5 59 15 141.23 1.52% 670.17 668.02 RCP I I 1 j, rl ♦ _ 7 I -- *_ �,. T zD PUBLIC ROAD (6i R(W) I r p, zB 4 , '. � ♦ r A . , _.,.- ,. �'° "' 92B 0.05 0.55 6.0 58 DF3B CG6 s 975.50 • , - _ 7 e/ ' r RF-5 _ RF-1 _ _ , - .i I I r ---„- _ 2 r 44D r � �> � ;. ..:.., - 94 0.26 0.60 6.0 I - I 5 ) :� s�--__� __: ^'--.^_., PROPOSED ROAD r . ,, y ,. .( r r, rl r 7►� _- -- _ , . , -..' e, .,>-'s,a 57 15 138.00 1.86% 867.92 685.35 RCP I I ! ! ,. `• - � J `- ' ' � ---s/�v�-' � 96 0.15 0.60 6.0 1. .RF-A 56 DIJB CG6 8 672.5o .-- --_7zF a DRAINAGE SYSTEM '' F6 �,,r� ��'"�-.., RF_/'� �- 4 -g - ... a -4aTit�� ss 15 30.35 2.47% 665.25 Bsaso RCP I I RF-13A 72D sue_._. loB ♦ "",�.-�i ,..�i. ,i���� .�i' 98 0.18 0.60 6.0 �I I : _ - a f - .-- 'r► J _ _ _ \ 100 0.29 0.65 6.0 JOF .,. -.'446 Ci w�- re..52 ' i �j/� ' / `� - - 102 0.28 .7 6.0 I, ( _ 0 0 - - _._ t•r r ' RF 1zA \ �5�R/yl �� - r /�;` 0 ^� 526 ' r / LOT 73 - r , 56B DF3B CG6 16 672.50 N = D - P --v �\ „ % 2 / \ _SFD I \'\ ' Y1}6 0.00 0.90 5.0 - RFao R , Loner - \ \ SBA 15 39.70 1.00% 865.75 685.35 RCP „ I , m �� s&, 1 "� OD 7 , q e' f• -!t•1 T72 \ 7 oB ,.,. l..... 2 / \ YD-6A 0.15 0.45 6.0 76D _6� / • - Zee / ;. i h /�� / SFD v A r A YD-6B 0.14 0.45 6.0 64B D66 CG6 8 67967 fi ' r -� a RF 4 ' ' �/ / �°/ v r v YD-6C 0.11 0.45 6.0 64A 15 28.61 1.99% 673.00 672.43 RCP a •' -~_� _- _ -Fa ,(rj, ♦ RF 11A ,:-� J0 -' ' / "✓. - , �i ' ^i / / \ YD-6D 0.09 0.30 6.0 ,,...•.'-�_ - --rr�y �� _ / r,Fm� _ 4oB ,4z - 4' l r. - - ♦ ,. t, .a�<� '<' r / RF-S SOB 'l� %rl l sFo , L0771 \ r \ Y0.6E 0.29 0.40 7.0 E- - -� `•., /..- RF ' ' ti z ', , li/ / l l/ SFD I YD-6F 0.23 0.45 6.0 76D DI-3C CG6 8 658.50 a - - <re '' F`� d) i i L�l / I l / LOT 70 I YD-7 0.00 0.90 5.0 76C 15 85.23 0.56% 654.00 653.52 RCP --------------•'- , YD-7A 0.18 0.60 6.0 76B DIJB CG6 8 %2.58 y _ .:.i.r. 't. i.'. y. -_ - _ i / ,1.; / tv y _ / rr , \ ` I I / / s� y6 76A 15 29.42 0.50% 653.42 653.27 RCP YD-7B 0.12 0.50 6.0 m ...... .y.. ,-?� _ - _ :r\,-- ♦- "': , r ,/ I r LOT .. _ / YD-7C 0.22 0.45 6.0 75 is 78.29 0.51% 653.17 652.77 RCP ....-gi'-,•,-,• ,-i'." .:.'fie �' ` \ - r /,� sFD ..� ` , `\ _ r _'- - r - ' /, r: Y0.8 0.00 0.90 5.0 74 DI-3B CG6 4 883.75 - ' '.'.' (•Y`?`?`?"rs�l` Y... ;�.'.; .'. � � � - -_" ..-r.'.'.<.-' .........�. - ____ ______ -_-_-_ _ ___ _ _ _ r , � F ,� r' fir;' \ \i..:. YD-8A 0.04 0.60 5.0 ....' ... .. a it �" j(/- � .. 73 30 55.96 0.57% 652.67 652.35 RCP I �\,'.'.'.'.'.. �' ,o." � \ k -_ _ / \ / ",. .. �., - .. 72B D"13 CG6 6 883.00 I" / �.. .. ,+era .' / _ %C '�"- " r ,rl 'y\ "° YD-8B 0.11 0.60 6.0 �n ..�'-'- \ - - - \ �� Y0.9 0.11 0.60 6.0 72A 30 50.84 0.63% 652.25 651.93 RCP / ) .-- ... ..�...\'. a - _.-� 'Ir , ': *�- " , i \ a, F- r / LOT�/7. r � ". .. ,.•.. .•.'�.•.'.'.•�•.'.\'..•.'.. 'v r _ r r v R e lA r r r /, i Y0.9A 0.11 0.60 6.0 1 72 DIJB cG6 s 66350 -I ';" _...: '.-.•.-.�-.'�.-.\._.... >:.. ` i\ �. - ,, _. ''- rr! 'r ':� r r �/ / ROPOSEDYARD DRAIN SYSTEM � 71 30 172.96 0.52% 651.83 650.93 RCP YD-10 0.08 0.60 6.0 \ '_ �'•` : \ a , a r r' • \ SFD LOTr�79 IJB CG6 6 ss3.7s ' ' }-•;•;•: •;•; •l,`\�\- � a <; -, ' � � / / � �• ILOI Y0.10A 0.08 0.60 6.0 7oF D --- -----.O' �.,iL, - r ♦\� '�`\ l-era_ -:Y 70E 30 32.89 0.70% 650.83 650.60 RCP I .'.� .', S' -F°'� Y a\\ \', \ - , r,¢ tip :, /` , ' "P_` i "l ��\•� \��_ ,/ ' / \ YD-11 0.20 0.50 6.0 v 70D D"13 CG6 6 653.67 _I - - _ _ - _� - \ '.:.�.--..1.. _ - - \ a J,<:' \.,, a sa -` l ,n '� _ /' i dN' ` \�.� ♦ LOTS \\ YD-1IA 0.12 0.50 6.0 70C 30 7ssa oso% 650.50 650.10 RCP I r`�� /C\y�_ '. ).:. I. j .Y.'\%.-.:.:. \ \\, r� /r, r�-f�' rl \ / ♦ SFD YD-11B 0.14 0.50 6.0 70 D"C CG6 6 652.83 - /\ \ y'F .�'. \'.'.'. \ a •a'. ` a r' 6. r , r j / ♦ _ '\, YD-11C 0.10 0.50 6.0 G5 30 47.27 1 0.68% 1 650.00 649.68 RCP / 40B DIJB CG6 8 %3.17 1 \ I '•LII '''' `\\ `• a \ d I r '' «;):mr'. 4y/[ - -�• ��� YD-12 0.23 0.40 6.0 - ♦ - \ YD-12A 0.18 0.45 6.0 40A 30 59.85 os7% 64ss8 649.00 RCP 1V / •.G'•'-'. A. •...A-•.`-:�.: >iEXISTING STORM WATER'•'; ;,' - i r r / r ,. ; / %; �^y.. ��: ♦ �� LOT 81 YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGhi• (g) SLOPE(%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION YD6E 18' Yard Inlet 671.33 12 92.75 1.08% 668.50 667.50 HOPE YD3D 10" Yard Inlet 670.33 12 79.25 1.89% 667.50 666.00 HOPE YD6C IT Yard Inlet 669.50 12 94.67 8.45% 666.00 658.00 HOPE YDI IT 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 YD3 12' Cleanout 658,67 12 28.67 1.74% 653.00 652.50 HOPE YD6F IT Yard Inlet 657.67 12 46.00 1.09% 654.67 654.17 HOPE RF-lA 8" Cleanout 671.83 8 171.85 2.33% 669.17 665.17 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE(%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION YOI IT Yard Inlet 670.67 12 9T04 1.03% 657.57 666.67 HDPE YQ7A 18' Yard Inlet %9.fi7 12 94.83 2.11% 666.57 664.67 HDPE YC-7 12' Cleanout 669.17 12 12.92 2.63% 664.67 664.33 HDPE YDI IT Yard Inlet 671.00 12 107.11 1.24% fifi8.00 6fi6.67 HDPE YQBB 18' Vard Inlet 577.00 12 48.77 4.10% 674.00 572.00 HDPE Y03A IT Yard Inlet 976.00 12 65.30 14.55% 672.00 662.50 HDPE YD6 12' Cleanout 666.50 12 5,21 9.60% 662.50 662.00 HDPE VD3A 18' Vard Inlet 660.50 12 112.06 2.68% 657.50 654.50 HDPE YD-9 18' Yard Inlet 657.75 12 12.53 1.36% 654.50 654.33 HDPE YD-10A IT Yard Inlet 664.83 12 67.95 2,69% 660.83 659,00 HDPE YD-10 IT Yard Inlet 663.17 12 17.88 0.84% 659.00 658.85 HDPE YD-11C 18• Yard Inlet 678.00 12 72.32 1.38% 673.00 672.00 HDPE YD-11B IT Yard Inlet 976.00 12 62.79 1.07% 672.00 571.33 HDPE YD-11A IT Yard Inlet 975.00 12 62.79 0.92% 671.33 570.75 HDPE YD-11 18• Yard Inlet 674.00 12 74.22 1.01% 670.75 670.00 HDPE YD-12B 18• Yard Inlet 686.00 12 95.00 2.11% 683.00 681.00 HDPE YD-12A IT Yard Inlet 684.00 12 68.67 7.28% 681.00 576.00 HDPE YD-12 IT Yard Inlet (00.00 12 30.33 3.56% 676.00 574.92 HDPE Cleanout 671.00 8 124.22 1.67% 66B.75 664.67 HDPE RFJ 8" Cleanout 671.00 8 93.88 2.22% 666.75 664.67 HDPE RF-4A, 8" Cleanout 670.67 8 100.64 1.41% 6E6.42 665.00 HDPE RF< 8" Cleanout 669,25 8 14.23 1.76% 6fi5.00 664.75 HDPE RF-4B 8" Cleanout 668.67 8 57.34 1.17% 865.57 665.00 HDPE RI 8" Cleanout 670.17 8 100.06 1.67% 867.17 684.50 HDPE F 8" Cleanout W7.50 8 31'91 9.40% 864.W 681.50 HDPE RF6A 8" Cleanout 567.67 8 106.35 1,57% 684.67 663.00 HDPE RF6 8" Cleanout 666.50 8 5.00 10.00% 663.00 662.50 HDPE RF6B 8" Cleanout 8 107.90 0.93% 664.50 663.50 HDPE RF-7 8 Cleanout 687.33 8 105.Sfi 1.73% 664.33 662.50 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION R. NO. CIA. (in.) LENGTH' (it) SLOPE(%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATK RFJ 8" Cleanout 668.67 8 106.75 2.97% 685.s7 662.50 HOPE RF-9 8" Cleaner 675.67 8 94.W 0.71% 672.s7 s72.00 HDPE RF-10A 8" Cleanout 667.00 8 iC9.93 2.73% 662.75 659.75 HOPE RF-10 8" Geanout 884.00 SC )TT R. LLINS Lic. No. 035791 °o� 4/4/22�� �SSIONAL OG 1 8 1T00 2.94% 658.75 658.25 HDPE RF-12A 8" Cleanout 664.25 8 126.07 0.99% 660.00 658.75 HDPE RF-12 8" Cleanout 664.25 8 19A6 2.61% 658.75 658.25 HDPE J RF-13A 8" Cleanout fi64.25 Z 8 105,56 0.94% 660.00 659.00 HDPE (] RF-13 8" Cleanout 664.00 [� 8 21.48 2.33% 659.00 658.50 HDPE Ln U� RF-14A 8" Cleanout 668.50 Z Ln W LU .--r 8 100.01 2.75% 664,50 661.75 HDPE O Z RF-14 8" Cleanout 667.00 Z g 8 45.77 4.92% 661.75 659.50 HDPE O d � W I~_ RF-14B 8" Cleanout 666.00 L>L V) J 8 11778 1.06% 663.00 661.75 HDPE Q Z LL RF-15A 8" Cleanout 666.50 LU 8 134.3a 2.61% 682.25 658.75 HDPE 8 14.20 3.52% 662.00 661.50 HDPE W Q (7 fV N C) 7 CD 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% 663.33 663.00 HDPE T V / M \ / M T LL M 14 I O T W V^ '! `^'V 1 ' ' ` V > .. Uj y J W Q9 z J W J U_ LU /'� 0- RF-19 8"Cleanout 667.50 8 118.19 1.06% 663.25 662.00 HDPE RF-19 8" Cleanout %7.00 8 19.05 2,62% 662,00 661,50 HDPE RF-20A 8" Cleanout 668.75 8 121.06 0.76% 664.50 663.58 HDPE RF-20 8" Cleanout 667,83 8 10.75 5.40% 663.58 663.00 HDPE RF-21A 8" Cleanout 677.00 8 103.21 1.94% 672.75 670.75 HDPE RF-21 8" Cleanout 675.00 8 8.20 6.10% 670.75 670.25 HDPE RF-22B 8" Geanout 881.00 8 129.33 1.55% fi76.75 674.75 HDPE RF-22A 8" Cleanout fi79.00 8 108.83 2.53% 874.75 672.00 HDPE RF-22 8" Cleanout fi76.25 8 21.50 4.65% 872.00 671.00 HDPE RF-23A 8" Cleanout 679.25 8 100.30 2.24% 676.25 674.00 HDPE RF-23 8" Cleanout 877.00 8 37.77 6.fi2% fi74.00 671.50 HDPE RF-24B 8" Cleanout 682.67 8 137.89 2.66% 87s.s7 s7s.00 HDPE//'� RF-24A Trial 879.00 8 126.32 2.11% 676.00 673.33 HDPE RF-24 8" Cleanout 876.33 8 42.E 4.69% 673.33 671.33 HDPE J \ O \ S YD I2B 0.11 0.55 6.0 MANAGEMENT FACILITY G . ;% .' z ,__ _ �--- Sv i ♦ '. ,-...� �,; � - \ c,, I 7722CF _/_ -/•/ //�/////>/_ / ?/` -^ - _ -� v��A, / \�V\I\V),V. 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LOT , RF-6 0.00 0.90 5.0 . v KOT / I SFApi 88B DI-30 CG6 8 671.33 / �' A �� V A A .....:.: ` .n. :% - ( r r SFD RF-6A 0.05 0.90 5.0 a / / / A V A �sa, V �� // 884 15 39.67 1.00% 664.67 664.27 RCP �-/� / - \ VA A \ V A •�•...•. •:,:.:. .,�. ri I s I / RF-6B 0.05 0.90 5.0 - V�. / /¢/ A - �' \ V-AC. s2' : / // gg 8 Ul 88 DIJC CG6 6 671.33 // - \ \ \ \ \\� \ �\\\° � \ \ ��• 4a. li � ii -' I. i � � I ,o:..✓' � �` - / RF-7 0.05 0.90 5.0 I L0Y /J� //`' j/ \\_ LOT 122 .k \\ \s�,L\\�''\`• � ' " .'///j� O _ 87 15 131.33 0.56% 664,17 663.43 RCP - / \ \ \ \ \ \a� \ \ •'•' ' \ ' ' I // \ \ \ \ -.'s':•:-.-.-. 44\� i �.II - I _ _ i I \ - -- �6'O :.../ RF-8 0.05 0.90 5.0 / /` � '� \;; \� SFA/ ,.\., J iP � 86 MH - - 673.00 �_ \ ��.\ \ \� \ \ \ \ 1 '`�'•'•:•:I..1• •m: S- _ -_i.. \\9Tas- ,,'/ // / Lorsa (f� O 85 24 144.68 2.07% 663.33 660.33 RCP �- ,:..\ \ \ \ \ \ \ \ \\ \ .\. _ = - .:/ I RF-9 0.00 0.90 5.0 / / . LOT 121 �'� 't •� \''.. // � \ \ \ q\ \ a\ I '�: ::: : -.\-- I I 1 I YD-6C ✓ SFA ✓ / // / � SFA s5s ♦- \ SFA \ \ '•`?: \ i � 'r / / _ 84 DIJB CG6 B 667.08 \ \ \ \\\\ \ \ \ I -�,• \,\•\�` I� is ` `.\ \ / i�07 H8 RF-10 0.00 0.90 5.0 X / / LOT 9\9 -\\�; \ \ \ \ 'a \- 4 1 I RF-l0A 0.05 0.90 5.0 SFA L0T 120 83 24 4703 0,68% 655.75 655.43 RCP '�_ \ \ \ \ \\\\\ \ \ 'J':':':-:'::--\\. s\ ,1 �' 1 I� �. ,.,I 'I \ T f \ \ LOT 86 /// -S\I I /' SFA \ RF-IOB 0.05 0.90 5.0 . r 82 DIJB CG6 8 666.17 �� A A V �, I.. __; °____. VD-6A / --- LOT1o� - _ 81 24 26.73 0.86% 655.33 655.10 RCP m V A A \ \� A V ..?..... ... V r 1 r - , YD-66 ' �\ SFA ks> 'S1/ // T RF-I1 0.00 0.90 5.0 / s A a / aLL�11 .0 :/�: .', ✓ ma 80 yj DIJB CG6 4 665.92 �- \ \ I I V A A A\\ V A ...•..:A.•:... -' \ - E ." / ''-- - �SF - SFAS .\A•� 1 1` - \ 1 / / �\ \ } $.•. - - ROPOSEDYARDDRAINSYSTEMr /-,--- RF11A o05 090 50 79 30 69.19 0.58% 655.00 654.60 RCP \.. .. ... \ \ `1 ;. ,,•.1 1, 34B'.- YD 6 \ V //10// / RF-12 0.00 0.90 5.0 LSFA 1 // sera y \ I � / / / � I \ V A A� V A \� . ,1..:. \•.•.•�'� �� ' ' �I ' I v� sFA " / RF-I2A 0.09 0.90 5.0 78 DI-3B CG6 4 665.17 A A � - r -- - ! I - � °° ° /. YD-6F � ��' v � - // / n 3a sass o.7s% 654.W 654.25 RCP �- / /A1...A .;. •.•��.' i - ---", vv� _ / ) RF-l3 0.00 0.90 5.0 AV / ram' /�� �� v� V A V U) RF-13A 0.09 0.90 5.0 LOT 118 - •' / f v 80D DIJB CG6 8 663.50 - - / I / / I \ \ \ \ \ \ \ ' ' .. .. . L.. <+::"es v .. r / \ rs asv6 / n \ / LOT A 2 LOT 103 \ \ - \ \ envssb. ..: i �'- �'. \ '.I/.' � • � SPACE ` � 656 SFD LOT 111 r RF-l4 0.00 0.90 5.0 f .r- - /� 1 A,A- I G SFA LO 80C 15 26.02 0.58% 658.75 658.60 RCP - - - - / / i \ \ T / SFA OT 110 SFA \ I ;LL\ "' \ PROPOSED DRAINAGE DIVIDE TYP. osACREs /, sFA RF-I4A 0.05 0.90 5.0 \ \ / ( T - / \ i \ ,.,\ + / % I S LOT 104\ \ s 80B DIJC CIS 8 662.92 __ I /' _ - / / r - I I 1 `' \ \ , 1 i \ -_,„ \ '\� //' r RF-I4B 0.05 0.90 5.0 ` SFA \\ �� \ \ w ce �_\ /-iVi :..... ............ / RF-l15 0.00 0.90 5.0 0�`� �' V v LL co eoA 1s 11a.� osa% ssaso esza3 RCP I / / A I y : V a` 1 _ .', .:.. - A .. ���� 4A.�.A: Sao"��' v \ .. RF-16 0.00 0.90 5.0 /�\�1 -L� ezD DIJB ccs s 667.42 _ _ / I A F:-.-::•:..•.•.-.•. / v EC J v �. 1'.'.•-(.:. a / / v C/C q0 1AN RF-I6A 0.00 0.90 5.0 O �� FD ax 15 zzss osa% ssz7s sszso RCP / TI /, /' / I� I �.•.�.•.•..... � ;A '-A 1 '� �/ A \ / �' .� `" _s � '. A��-f 82B D48B CG6 6 fifi74z / / / / /l l I I :F:•:-:•f'. Aa �,,..,r ]: ,,. , 3�r \'@ A/// v (64•pl> - �.: RF-l7 0.00 0.90 5.0/✓..- .P� CD W 82A 15 118.48 0.70% 657.50 656.67 RCP -�� / �/ / / / / / I '.�.'.'..'.'.}.'.- 1 '1-' AA FFwI v// RF-17A 0.05 0.90 5.0 A .•�/ ,? J A 1 '.•.•.•. ✓� , ', s VA r"sssm / ( Vv RF-18 0.00 0.90 5.0 LOT115/i/ _ / � SFD- r ./ - / / .... .. ... RF-18A 0.05 0.90 5.0 / . J�'%. j �0 ... "� / / C) V 102 DIJB CG6 10 678.92 / / I I I 1 \ � I ... \-:•: � \ 1 �\ ',, / -_� � � \ \ / ` - - RF-19 0.00 0.90 5,0 --_ LOT 114101 15 105.29 0.69% 672.83 672.10 RCP RF-19A 0.06 0.90 5.0 DI3B CG6 10 SFD //•r•-• ,'-/ F- I19030 1188 s23z36...7931 011...911s56%%% s6�7o....z0s8 s6sfi98...8185 RRCCPP / A %- _VV A \J A 11 . -1/1 A \( -I \- -, G'', �.-•'!-•I:•.- •' :'.•:\:.•.::.1.• :\:.i.:''....•II:'..':J.�''.•..'.'�-.1).'' .::... .:.>...:z.0 -:.o.\.o•'\:-.•'1•.`: .. .r .V•..:' 1.�.'��...•��\.'V •..Ci'A 1:-'-� \'.�•..A:'.•:AT.•� .--\ !.;A•-A:�'V\Av.\ AA\A\\AoA\v�\ �� vA�V\vv\q\v/1t4v�ee\ea:c-raX�-dv' ��3 \�cp�\-sa\tes,e`^\•�� RRFE--2250A 00..0005 0.90 55..0 0 `♦• -I -- II I i �I�/ '/ -�'G•- I', '.:•�.•.I'oti'P/AF'3• fa/'��Y./ /.�- /- /I - ' /// / / / / //,//_ / / / / / U 99 15 65.86 1.37% 672.00 671.10 RCP ss.0o98 D8B CG6 a -20A 0.06 0.90 5.0 1 = LLI w °r•v RF LOT 113RF-21 00sF/ / W 97 15 53.46 0.75% 671.D0 s70.60 RCP s dRF-21A 005 0909s Dac cG6 a x -/ A VARF-22 0.00 0.9095 18 20.19 0.75% 870.50 670.35 RCP fiso 30 0 94 FF°RF-22A 0.06 0.90 5.0 JOB NO. RF-22B 0.06 0.90 50 rs, 926D"13 cG6 a 674.0e ,�AqaEi 112066 RF-23 0.00 0.90 5.0 RF-23A 0.05 0.90 5.0 IFE SCALE E92 181/6 RF-24 0.00 0.90 5.0 g0 r 45B687568833 CP f. / CG6 xF s.o av -24A0.06 0.9o90ARF-24B 0.06 0.90 5.0SHEET NO.FFI is s67.zs fcG6 -25 sa 77 6624 700686.87 18 5.0090 n� Desire same Year= 10 Design Year. 10 Project: ( nbmok2B Rb4: 112066 Prepared by: AAA., PE - I . - INLETS IN SUMP DESIGN CURB SPREAD AND INLET SPREAD AND DEPTH Intensity 8.5E (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter _ Z v - e S . _ z. 3� a� z o q 9 IQ- s d' �$ < � � Is � � a m � A a J Ian 0.05 0.fi0 O.Ow 0.2E O.w 0.20 O.wID 0.020E 2.0 0.0833 4.16w 5.58 rgM 0.0] O.fiO 0.042 0.2] O.w 0.27 O.w10 0.020E 2.0 0.0833 4.1fiw 6.31 38 3C 6.0 combined flow D.5 left 0.11 0.]0 O.OT] 0.5E O.w 0.5E O.w10 0.02w 2.0 0.0833 4.16w ].82 r®M 0.11 0.]0 O.OT] 0.5E O.w 0.5E O.w10 0.02w 2.0 0.0833 4.16w ].82 44D 3C B.0 combinetlfbw 1.0 left 0.16 0.55 0.088 0.57O.w 0.5] O.w10 0.02w 2.0 00833 4.16w 8.33 right 0.14 0.55 0.0T] 0.5E O.w 0.50 O.w10 0.0200 2.0 00833 4.165E 7.82 44F 3C 8.0 combinedfbw 1.1 left 0.09 O]5 0.088 OA4 OW 0.44 O.w10 0.02w 2.0 00833 4.16w ].54 r®M 0.% 0.]5 O.Ow 0.38 O.w 0.39 O.w10 0.02w 2.0 0.0833 4.16w ].21 w 3C 8.0 combinetlflow 0.8 left 0.% 0.]5 0.045 0.28 O.w 0.29 O.w10 0.02w 2.0 0.0833 4.18w 8.48 rbM O.W O]5 0.053 0.34 O.w 0.34 O.w10 0.02w 2.0 0.0833 4.18w 6.86 50B 3C 8.0 covhinedfbw, 0.8 left 0.2E 0.8E 0.12E 01, O.w 0]8 O.w10 0.02w 2.0 0.0833 4.165E 9.36 rgM O.w 0.6E O.1.1] O.w 1.1] O.0.02w 2.0 0.0833 4.165E 10.89 54 3C 10.E co�rtinatltbw 2.0 left 0.19 0.8E 0.152 0.99 O.w 0.99 O.w10 0.02w 2.0 OOw3 4.16w 1022 rgM 0.1] 0.8E 0.136 0.88 O.w 0.88 O.w10 OE2OD 2.0 0.003 4.16w 9.81 54B 3C t0.0 colrbinetlfbw 1a loft 0.% 045 002] 0.18 O.w 0.18 0.001E OMOO 2.0 00833 4.165E 5,35 r®M O.% 0.45 0.0% 023 O.w 0.23 O.w10 0.020E 2.0 00833 4.16w 5.88 62 3C 6.0 combinetlfbw 0.4 O.w 0.75 0.068 0.44 O.w 0.44 O.w10 0.02w 2.0 0.0833 4.16w 7.54 r®M 0.05 0.75 0.038 0.24 O.w 0.24 O.w10 0.02w 2.0 0.0833 4.165E 6.05 It.' 70 3C 6.0 combined flow 0.7 E left 0.16 0]0 0.112 0.]3 0.08 0.81 O.w10 0.02w 2.0 0.0833 4.165E 9.48 r" M 0.1E 0.]0 0.0]0 0.48 O.Ofi 0.51 O.w10 0.02w 2.0 0.0833 4.165E ].85 ]OB 3C 10.E combinetl flow 1.3 0.43 0.0E 0.43 0.001E 0.02w 2.0 0.0833 4.185E ].48 left 0.11 0.6E 0.0212 rill. 0.11 0.6E 0.0% 0.43 000 0.43 O.w10 0.02w 2.0 0.0833 4.185E ].48 ]2B 3C 6.0 combined flow 08 left 0.% 0]5 O.Ow 0.39 0.0E 0.39 O.w10 0.02w 2.0 0.0833 4.185E ].21 rght 0.Ea 0.]5 0.045 0.29 EOO 0.29 0.001E 0.02w 2.0 0.0833 4.185E 6.48 ]2F 3C 6.0 combined flow 0.] left 0.% 030 0048 031 O.w 031 0.02w 0.02w 2.0 00833 4.1fiw 3]8 rOM 0.% 030 0048 031 0.09 OAO .10E 0.02w 2.0 00833 4.1fiw 4.16 ]6D 3C 8.0 combinedflow 0] left O.D2 035 001] 0.11 O.w 0.11 Ow10 0.020E 2.0 00833 4.1fiw 450 rqM OW 0.85 O.ow 0.38 O.w 039 0001E 0.020E 2.0 00833 4.16w ].19 80B 3C 8.0 conbinetlfbw 0.5 left 0.02 0]0 0014 008 O.w 008 0001E 0.020E 2.0 00833 4.165E 4.18 rgM 0.1E 0]0 00]0 048 0.0E 046 0001E 0.020E 2.0 00833 4.165E ].64 88 3C 6.0 colrbinetlfbw OS loft 0.18 0.6E 0.114 0.]4 O.w 0]4 O.w10 0.020E 2.0 0.0833 4.16w 9.18 r®M 0.16 0.6E 0.0% 0.62 000 0.62 O.w10 ME 2.0 0.0833 4.1650 8.60 88B 3C 8.0 cmrbined flow fA left 0.04 0.65 0.026 0.1] O.w 0.17 0020E 0020E 2.0 0020E 1722 3.01 r®M 0.05 0.65 0.033 0.21 O.w 0.21 0020E 0.020E 2.0 0020E 1.ww 3.9 92 3C 6.0 combinedflow 04 loft 0.12 0.6E 0.0]2 0.4] O.w 0.47 0.001E OMOO 2.0 0.0833 4.165E ].]2 rgM 0.03 O.fiO aOla 0.12 O.w 0.12 O.w10 0.02w 2.0 0.%33 4.1fiw 4.59 96 3C 80 combinedflow 0.6 Inlet 0 NS g 2 8 E v v 0.08 0.167 0.11 0.245 0.12 0.258 0.10 0.216 0.08 0.180 0.16 0.343 0.15 0.334 0.0] 0.153 0.1E 0.215 0.12 0.264 0.11 0.25E 0.1E 0.215 009 0.195 O.W 0.153 0.08 0.185 0.14 0.301 0.0] 0.148 008 0171 Y . � 3.83 fi.w Maximum allowable s sad-]' P fi.6T Maximum allowable speatl=]' C96 Maximum allowable speed 18.2F 0.13 Maximum allowable speatl=8.26' 7.88 Maximum allowable speatl=12' ].fib Maximum allowable speatl=l2' 3.w Maximum allowable speatl=]' C92 Maxim um allowable a peatl=8.26 6.06 Maximum allowable apeatl-8.26' fi.]4 Maximum allowable speed =8.26' 4.92 Maximum allowable speatl=8.26 4.47 Maximum allowable speatl=l2' 3.61 Maximum allowable speatl=l2' 6.26 Maximum allowable apeatl=l2' 6A9 Maximum allowable apeatl=l2' 9.39 Maximumallowableapead=6 392 Maximum allowable speatl=]' o� LT H SCOTT R. LLINS Z Lic. No. 035791 ° 4/4/22 �� ZONAL E Z O0 F�1 u > W z () F W 0 V 1V '-I Ce J � CO E- H 1 z o- Ln a Z ELI Q N N 0 O L9 T/�� VJ A� 1 _ M z M N M 01 Nt I N WMO N N W W J J - �> /�// W H � O J z W= U I = 1 1` 11 1 L.LI w //� v, K 1..� 0 9''� C• 3 �/ UN z w �� U) J Q z a� a1 LL 1 � '-' �� w G/1 \ M / J J �� � O O LL L 1� O O CO I I I aaaa•aa "^/ V F LU " d Ln z O Q J D 1 1 J V w 7 L Q W ���������WITKMIIIKXMZ����� �OB NO. 112066 SCALE N/A SHEET NO. 19 ������������®' ' ®®mom �0���������®�®gym® �®��������®�®®gym® ���������®�®�®gym® �_�_�_ �_ �_�_�_�_�_�_®_�_�_®gym®_ -©--�-��-���®®gym® -©--�-��-®' ®®' ®®gym® �0����������®®gym® �0����������®' ®gym �_�_�_ �_�_�_�_�_�_�_�_©_®_®gym®_ �®�������®®��®gym® 0' -®®' ®®®®®��---��- 0��m.®®®®®������m� �0����������®®®mom �®�����������®gym® -©--�-��-����®gym® -®--�-��-®' � '® "®®®mom -®--�-��- '®"®" � "®' ®gym '®' -®--�-��-®���®gym® -®--�-��-��®�®gym®' -®--�-��-��®®®gym®' ®-�-��-�-®mom '®®®��®®��� 1 • I 1 1 . 1 �-�-��-�-®®�® '®' ®'® '®mom '® -�-��-�-®®®®��®®mom ©-�-��-�-®�®��©�®mom ®� o��-��-m-��®mom©o®m���� ���-��-m-®®®moo®m��� • :< 1 1 -�-��-�-�--� ' ' 00®mom " �� 0��-��-�-��m®�®®®mom � �� .. I I 1 1 1.: 1 11 :• 1.1 1111 1 ���-��-m-�--m ' ' oo®mom " ���-��-m-�--m 111 oo®mom 111 "®' ®' ®® 1 1 11 m® o��-��-m-®��m®oo®mom 0' -�-��-�-®®® '®'. '®° 00 '®mom®� '®�0' ® 1 1. �m®---------{1-{�1aate�_-- • I 1 STRDCTrmF DRAINAI� D (BJ) FLOW TYPE IMEf TYkE ARFA z (Pr ) PFRENEIFR E"D A ( 9F3) AC C I (04 ) Oft Q CFa ( ) 54D DI-7 6.0E 12.8E 2.89 0.4E 4.0E 4.62 2.9 WEIl2FLOW 54D DI-7 6.0E 12.8E 2.89 0.4E 6.5E 7.51 4.0 ORIFICE FLOW S4D DI-7-SO%clogged 3.0E 6.4E 2.89 0.4E 4.0E 4.62 4.0 ORIFICE FLOW S4D DI-7-SO%clogged 3.0E 6.4E 2.89 0.4E 6.5E 7.51 4.0 ORIFICE FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.0E (Intensity is 4 in/hr for spread, and 6.5 iNhr 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 6.5E (Intensity is 4 iNhr for spread, and 8.5 in/hr for capacity and depth) Mannings CoelficieM, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Q ° � 3 O 5 " > 3 O N � $ d ti U O o o 3 s - 3 C e m � - � - 5 �' rn vi in � � � f w° .2 m 5 S 4 � - y �. 3n .`f rya > e � rn �& � 2' � in - � lu O O ,°e 32 3B 12.E 0.22 0.15 0.185 1.0] O.w 1.0] 0.05]3 0.020E 2.0 0.0833 0.i8w 4.9d 0.88 3.5192 O.1d86 0.14% 10.98 1.18 t.w 1.0] O.w 34B 3B 10.E 0.25 0]O 0.115 1.14 O.w t.td 0.02]0 0.020E 2.0 0.0833 4.16w 5.81 Obt 3.5192 O.1d86 0.1388 8.88 1.13 t.w 1.14 O.w 3a 3B 10.E 0.21 0.]O 0.14] 0.% O.w 0.% 0.02]0 O.OZIXI 2.0 0.0833 4.i6w 5.4/ 0.84 3.5182 O.1d86 0.1432 8.06 1.24 t.w 0.% O.w 34B 3B 10.E 0.25 0.]O 0.1 ]5 1.14 0.0E 1.14 002]O O.OZw 2.0 0.0833 4.i6w 5.81 Obt 3.5192 0.1466 0.1388 8.88 1.13 t.w 1.14 O.w % 3B 10.E 0.1fi 0.]0 0.112 O.]3 0.0E O.Y3 00411 0.020E 2.0 0.0633 4.i6w 4.54 Oa0 3.5192 0.1466 0.152E ].88 1.2] i.w 0.]3 O.w 38B 3B 12.E 0.42 090 0.294 1.91 0.0E 1.91 0.020E 0.020E 2.0 0.0833 4.i6w ].4] 0.]1 3.5192 0.146fi 0.1241 10.I8 1.11 1.w 1.91 O.w 380 3B 14.E 0.33 0.]0 0.231 1.w 0.0E 1.w 005]3 0.020E 2.0 0.0833 4.ifiw 5.w 034 3.5192 0.146fi 0.1432 12.24 1.14 i.w i.w O.w 40 3B 8.0 0.21 0]5 0.158 1.@ 0.0E 1.02 0010E 0.020E 2.0 0.%33 4.18w 8.]3 0.]] 3.5192 0.1486 0.1328 fi.46 1.24 i.w 1.02 O.w 40B 3B 8.0 0.2E 0]5 0.iw 0.% 0.0E 0.% 0.0145 0.020E 2.0 0.%33 4.i8w 8.16 0.81 3.5192 0.1486 0.1388 fi.89 1.16 i.w 0.% O.w 44 3B 6.0 0.11 0]5 0.083 0.54 0.0E 0.59 0.02w 0.020E 2.0 0.%33 4.i8w 4.8/ 0.% 3.5192 0.1486 0.152E fi.w 1.W i.w 0.54 O.w 46 3B 4.0 0.% 0.)O 0.042 0.2] 0.0E 0.2] O.Otw 0.02w 2.0 0.0833 4.i8w 4.1E OP4 3.5192 O.id86 0.15]8 9.94 1.2E i.w 0.2] O.w 48 3B B.0 0.16 0]O 0.112 0.73 0.0E 0.]3 0.0125 0.02w 2.0 0.0833 0.i8w 5.88 Ob4 3.5192 O.1d86 0.1432 fi.]2 1.05 t.w 0.13 O.w 52 3B B.0 0.12 0.1E 0.084 0.55 0.0E 0.55 0.0125 0.020E 2.0 0.0833 0.i8w 5.1E 0.88 3.5192 O.1d86 0.14% 6.96 1.21 t.w 0.55 O.w 52B 3B 8.0 0.f0 0.1E O.OlO 0.46 0.0E 0.48 0.0125 0.020E 2.0 0.0833 4.i6w 4.]6 0.9E 3.5192 O.1d86 0.152E 6.69 1.32 t.w 0.48 O.w 58 3B 8.0 0.12 0.]O 0.084 0.55 0.0E 0.55 0.0315 0.020E 2.0 0.0833 4.i6w 4.2B 0.82 3.5192 O.td66 0.1402 6.]7 1.18 t.w 0.55 O.w %B 3B 18.E 1.% 0.4E 0.42E 2.16 0.0E 2.]8 0.0315 0.020E 2.0 0.0833 4.i6w ].8] 0.6] 3.5192 0.1466 0.11w 14.81 1.% i.w 2.]8 O.w 58 3B 8.0 0.09 O.]5 O.Ow 0.44 0.0E 0.44 0.0315 0.02c0 2.0 0.0633 4.i6w 3.% Ea5 3.5192 0.1466 0.15% 6.I2 1.% i.w 0.4A O.w w 3B 8.0 D.% 0.]5 0.045 0.29 0.0E 0.29 O.OZw 0.020E 2.0 0.0833 4.i6w 3.w Oa6 3.5192 0.1466 0.16% 4.18 1.43 i.w 0.29 O.w wa 3a eo D.z3 0.4D O.Osz D.w 0.0E D.w D.ozw D.azco zo o.os33 4.165E 4.83 Dal 3.s1s2 D.14ss o.1534 6.a2 1.IX1 i.w D.w D.w 64 3B d.0 D.D] O.w 0.035 0.23 0.0E 0.23 0.0235 0.020E 2.0 0.0833 4.ifiw 3.% Oa8 3.5192 0.1466 0.iw] 3.81 1.D2 i.w 0.23 O.w 64B 3B d.0 D.OS 0.65 0.033 0.21 0.0E 0.21 0.0235 0.@00 2.0 0.0833 4.ifiw 3.1] 0.% 3.5192 0.1466 0.ifi52 3.]] 1.% 1.w 0.21 O.w % 3B 8.0 0.05 0.65 0.033 0.21 000 0.21 0.00.5] 0.020E 2.0 0.0833 4.1fiw 2.w 0.% 3.5192 0.1466 0.1fi52 0.61 1.w 1.w 0.21 O.w 68 3B 8.0 0.14 0.]5 0.105 0.68 0.0E O.w 0.0355 0020E 2.0 0.0833 4.1fiw 4.% 0.91 3.5192 0.14fi6 0.1534 ].31 1.1E 1.w 0.68 O.w BBB 3B 10.E p,21 p,]5 0.158 1.02 0.0E 1.02 0.0355 0020E 2.0 00833 4.1fi50 5.31 0.8] 3.5192 0.14% 0.14]6 8.8] 1.13 1.w 1.02 O.w ]OD 3B 8.0 O.% 0.]5 O.Ow 0.38 O.w 0.38 0.0141 0020E 2.0 00833 4.16w 4.39 0.% 3.5182 0.14% 0.1584 4.91 1.39 1.w 0.39 O.w ]OF 3B 8.0 0.18 O.w O.O% 0.59 O.w 0.58 O.Otdt 0.020E 2.0 0.0833 O.18w 5.11 0.88 3.5192 O.1d86 0.14% 6.28 1.14 t.w 0.58 O.w ]2 3B 8.0 0.15 O.w O.O% O.SB O.w 0.58 0.0112 0.02w 2.0 0.0833 4.i6w 5.9d Ob] 3.5192 O.1d86 0.14]8 6.98 1.21 t.w 0.58 O.w ]2D 3B 8.0 0.f0 0.]O O.O]O 0.46 0.0E 0.48 0.0112 0.020E 2.0 0.0833 4.i6w 4.86 0.88 3.5192 O.td% 0.1505 4.41 1.% t.w 0.48 O.w ]4 3B d.0 0.04 O.]0 0.028 0.18 0.0E 0.18 O.OZw 0.020E 2.0 0.0833 4.i6w 3.OB 0.99 3.5192 0.14% 0.1652 3.36 1.18 i.w 0.18 O.w ]fi 3B d.0 0.03 O.w 0.02E 0.16 0.0E 0.16 0.031E 0.020E 2.0 0.0633 4.i6w 2.w Oa9 3.5192 0.14% 0.1652 3.61 1.11 i.w 0.1fi O.w ]fiB 3B 8.0 0.19 0.85 0.162 1.05 0.0E 1.05 0031E 0.020E 2.0 0.0833 4.ifiw 5.49 035 3.5192 0.1466 0.1446 8.I1 0.92 i.w 0.98 0.08 ]BD ]8 3B d.0 D.OS O.w O.Ow 0.2E 0.0E O.ZO 0010E 0020E 2.0 0.0833 4.ifiw 3.61 Oa] 3.5192 0.146fi 0.1622 2.85 1.4E i.w 0.2E O.w w 3B d.0 D.% O.w 0.048 0.31 0.0E 0.31 0.010E 0020E 2.0 0.0833 4.ifiw 4.31 0.% 3.5192 0.146fi 0.1564 3.58 1.13 i.w 0.31 O.w w0 3B 8.0 0.21 O.w 0.168 1.% 0.0E 1.09 0020E 0020E 2.0 0.0833 4.ifiw fi.05 0.81 3.5192 0.1466 0.1388 ].96 101 i.w 1.% O.w 82 3B 8.0 0.21 0.]5 0.158 1.w O.w 1.02 O.Otw 0.020E 2.0 0.0833 4.ifiw fi.Y3 0.]] 3.5192 0.14% 0.1329 8.46 124 i.w 1.01 O.w 82B 3B 8.0 0.1E 0.]5 0.0]5 0.49 O.w 0.49 O.Otw 0020E 2.0 0.0833 4.1fiw 5.09 0.88 3.5192 0.14fi6 0.14% 4.41 13fi 1 W 0.49 Ow 82D 3B 8.0 p,18 O.w 0.114 0.]4 O.w 0.]4 O.Otw 0.@00 2.0 0.0833 4.1fi50 5.% 0.81 3.5192 0.14fi6 0.1388 fi.49 1.09 1.w 0.]4 O.w 84 3B B.0 0.1] 0.% 0.111 0.]2 O.w 0.]2 0.031E 0.02w 2.0 0.%33 4.16w 4.]8 0.% 3.5192 0.1468 0.152E ].21 1.11 1.w 0.]2 O.w % 3B 10.E 0.21 0.]5 0.158 1.rQ O.w 1.02 0.0281 0020E 2.0 0.%33 4.16w 5.54 0.85 3.5182 0.1466 0.1446 8.97 1.2E 1.w 1.02 O.w %B 3B 12.E 0.% 0.% 0.228 1.48 O.w 1.48 0.0281 0 E200 2.0 0.%33 4.18w B.% 0.]8 3.5182 0.146fi 0.1344 10.2E 1.18 1.w 1.48 O.w 82B 3B d.0 0.05 0.55 0.028 0.18 O.w 0.18 0.02w 0020E 2.0 0.%33 4.18w 3.W 0.% 3.5182 0.1466 0.1652 9.96 1.18 i.w 0.18 O.w 94 3B 8.0 0.26 O.w 0.1% 1.01 O.w 1.01 O.OWS 0020E 2.0 0.%33 4.18w ].% 0.]4 3.5192 0.1468 0.1285 fi.02 133 100 1.01 O.w % 3B 8.0 0.18 O.w 0.1% 0.]11 O.w O.]0 0.01]5 0.020E 2.0 0.0833 4.i6w 5.% Oa] 3.5192 0.14% 0.14]6 6.12 1.31 i.w 0.]0 O.w iw 3B 10.E 0.29 0.65 0.189 1.23 O.w 1.23 O.w]5 0.020E 2.0 0.0833 4.ifiw 5.62 035 3.5192 0.14% 0.1446 9.84 1.01 i.w 1.23 O.w 101 3B 10.E 0.28 0.]0 0.1% 1.z] O.w 1.2] 0.03w 0.020E 2.0 0.0833 4.ifiw 5.9E 033 3.5192 0.14% 0.141] 9.47 1.% i.w i.z] O.w INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.0E (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depM) Mannings Coeficient, n is 0.013 Inlet Hydrology Curb and Gu STRIILTIIRE DRAINA[8 D PM Ffnw ayrE 1n7.Er TwE AREA (F3") PEBEv�TER (FT) w fwcaasl c 1 Eb'Ma) Q <eFsO YD-6A l8"Nybphsl Yard Inlet 0.59 30.25 O.1S 045 4.0E 0.27E 0.25 WEIR FLOW YD-6A l8"Nybph9 Yard ln'et 0.59 30.25 O.1S 045 6.5E 0.439 0.34 WEIR FLOW YD-6A l8"Nybphs[Yard Inlet-50%do0�ged 0.3E 15.13 Ol5 0.45 4.0E 0.27E 0.39 WEIRFLOW YD-6A l8"Nybphs[Yard Inlet-50%cb�ed 0.3E 15.13 Ol5 0.45 6.5E 0.439 0.92 WEIRFLOW YD-6B l8"NybplaM Yard lnh[ 0.59 30.25 Ol4 0.45 4.0E 0.252 0.24 WEIRFLOW YD-6B l8"NybplaM Yard Inlet 0.59 30.25 Ol4 0.45 6.5E 0.41E 0.33 WEIR FLOW YD-6B l8"Nybph3[Yard Inlet-50%doffed 0.3E 15.13 Ol4 0.45 4.0E 0.252 0.38 WEIR FLOW YD-6B l8"NybpbslYmd Inlet -SO%clogged 0.3E 15.13 Ol4 0.45 6.5E 0.41E 0.8E WEIR FLOW YD-6C 18"Nybp]eM Yard Wet 0.59 30.25 0.11 0.45 4.0E 0.198 0.2E WEIR. FLOW YD-6C 18"NybplaM Yard Wet 0.59 30.25 0.11 0.45 6.5E 0.322 0.26 WEDi FLOW YD-bC l8"Nybplest Yard Wet-50%cb�ed 0.3E 15.13 0.11 0.45 4.0E 0.198 0.32 WED2 FLOW YD-bC l8"Nybpbsl Yard Wet-50%cb�ed 0.3E 15.13 0.11 0.45 6.5E 0.322 0.49 WEIR FLOW YD-6D l8"NybphM Yard Inlet 0.59 30.25 0.09 0.3E 4.0E 0.108 0.13 WEIR FLOW YD-6D l8"Nybphsl Yard Wet 0.59 30.25 0.09 0.3E 6.5E 0.176 0.19 WEIR FLOW YD-6D IS"Nybphst Yard Wet-SO°/cb�ed 0.3E 15.13 0.09 0.3E 4.0E 0.108 0.21 WEIR FLOW YD-6D IS"Nybphst Yard Wet-SO%cb�ed 0.3E 15.13 0.09 0.3E 6.5E 0.176 0.3E WEIR FLOW YD-6E IS"Nybphsl Yard Wet 0.59 30.25 0.29 0.4E 4.0E 0.464 0.36 WEIR FLOW YD-6E IS"Nybphsl Yard Wet 0.59 30.25 0.29 0.4E 6.5E 0.754 0.68 WEIR FLOW YD-6E IS"Nybphst Yawl Wet-SO%cb�ed 0.3E 15.13 0.29 0.4E 4.0E 0.464 1.03 WEIR FLOW YD-6E IS"Nybphst Yard Wet-SO%cb�ed 0.3E 15.13 0.29 0.4E 6.5E 0.754 2.71 WEIR FLOW YD-6F l8"Nybphsl Yard Wet 0.59 30.25 0.23 0.45 4.0E 0.414 0.33 WEIRFLOW YD-6F l8"Nybphsl Yard Wet 0.59 30.25 0.23 0.45 6.5E 0.673 0.54 WEIR FLOW YD-6F 18"Nybplast Yard Wet-SO%cb�ed 0.3E 15.13 0.23 0.45 4.0E 0.414 0.82 WEIRFLOW YD-6F 18"Nybplast Yard Wet - SO%cbgged 0.3E 15.13 0.23 045 6.5E 0.673 2.16 WEIRFLOW YD-7A 18"NybplaM Yard Inlet 0.59 30.25 0.18 0.6E 4.0E 0.432 0.34 WEIRFLOW YD-7A 18"NybplaM Yard Inlet 0.59 30.25 0.18 0.6E 6.5E 0.702 0.59 WDR FLOW YD-7A 18"Nybpla6l Yard Wet-50%cbpged 0.3E 15.13 0.18 0.6E 4.0E 0.432 0.89 WDR FLOW YD-7A 18"Nybpla6l Yard Wet-50%cbpged 0.3E 15.13 0.18 0.6E 6.5E 0.702 2.35 WDR FLOW YD-7B 18"NybplaM Yard Inlet 0.59 30.25 0.12 0.5E 4.0E 0.24E 0.23 WDR FLOW YD-7B 18"N b IaM Yard lnh[ Y P 0.59 30.25 0.12 0.5E 6.5E 0.39E 0.32 WDR FLOW YD-7B 18"Nybpla6l Yard Wet-50%cbgged 0.3E 15.13 0.12 0.5E 4.0E 0.24E 0.36 WDR FLOW YD-7B 18"Nybpl9st Yard Inlet 50%cbgged 0.3E 15.13 0.12 0.5E 6.5E 0.39E 0.73 WDR FLOW YD-7C 18"NybplaM Yard lnh[ 0.59 30.25 0.22 0.45 4.0E 0.396 0.32 WDR FLOW YD-7C 18"NybplaM Yard lnh[ 0.59 30.25 0.22 0.45 6.5E 0.644 0.49 WDR FLOW YD-7C 18"Nblest Yard Inlet 50%cb Y P clogged 0.3E 15.13 0.22 0.45 4.0E 0.396 0.75 WDR FLOW YD-7C 18"Nybplest Yard Inlet 50%cb�ed 0.3E 15.13 0.22 0.45 6.5E 0.644 1.98 WEIR FLOW YD-8A 18"NybplaM Yard lnh[ 0.59 30.25 0.04 0.6E 4.0E 0.096 0.12 WDR FLOW YD-8A 18"NybplaM Yard lnh[ 0.59 30.25 0.04 0.6E 6.5E 0.156 0.17 WEIR FLOW YD-8A 18"Nybplest Yard Inlet 50%cb�ed 0.3E 15.13 0.04 0.6E 4.0E 0.096 0.2E WEIR FLOW YD-8A 18"Nybplest Yard Inlet 50%cb�ed 0.3E 15.13 0.04 0.6E 6.5E 0.156 0.27 WDR FLOW YD-8B l8"NybplaM Yard lnh[ 0.59 30.25 0.07 0.6E 4.0E 0.168 0.18 WDR FLOW YD-SB 18"Nybplasl Yard Wet 0.59 30.25 0.07 0.6E 6.5E 0.273 0.25 WEIR FLOW YD-SB 18"Nybplast Yard Wet-SO°/cb clogged 0.3E 15.13 0.07 0.6E 4.0E 0.168 0.29 WEIR FLOW YD-SH 18"Nybplast Yard Wet-SO°/cb clogged 0.3E 15.13 0.07 0.6E 6.5E 0.273 0.4E WIg2 FLOW YD-9 18"Nybphst Yard Inlet 0.59 30.25 0.11 0.6E 4.0E 0.264 0.24 WEIR FLOW YD-9 18"Nybplas[Yard Inlet 0.59 30.25 0.11 0.6E 6.5E 0.429 0.34 WEIR FLOW YD-9 18"Nyb hst Yard Efet -SO%cb clogged 0.3E 15.13 0.11 0.6E 4.0E 0.264 0.39 WEIR FLOW YD-9 18"Nyb Est Yard Wet-SO°/cb 0.3E 15.13 0.11 0.6E 6.5E 0.429 0.86 WID2 FLOW Y69A 18"Nybphst Yard Inlet 0.59 30.25 0.11 0.6E 4.0E 0.264 0.24 WEIR FLOW Y69A 18"Nybplast Yard Inlet 0.59 30.25 0.11 0.6E 6.5E 0.429 0.34 WEIR FLOW Y69A IS"Nybphct YaN Inlet - SO°/cb clogged 0.3E 15.13 0.11 0.6E 4.0E 0.264 0.39 WEIR FLOW Y69A IS"Nybplas[Yard Inlet - SO%cbgged 0.3E 15.73 0.11 0.6E 6.5E 0.429 0.88 WEIR FLOW YD-10 18"Nyb les[Yard Inlet 0.59 3025 0.08 f1.fi0 4.0E 0.192 0.2E WEIR FLOW YD-10 18"Nyb hs[ Yard inlet 0.59 30 25 0.08 fl h0 6.6E f1312 0.27 WEIR FLOW YD-10 I8"Nyb last Yard Inlet -SO%cb ed 0.3E 15J3 0.OS fl fi0 4.0E f1192 0.31 WEIR FLOW YD-10 IS"Nyb lest Yard inlet -SO%cb ed 0.3E 15J3 0.OS f160 6.6E 0312 0.46 WEIR FLOW YD-l0A 18"Nyb bs<Yard lnbt 0.59 3f1.25 0.08 0.6E 4.0E 0.192 0.2E WEIR FLOW YD-l0A 18"N b bs<Yard lnbt Y 0.59 3f1.25 0.08 0.6E 6.5E 0.312 0.27 WEIR FLOW YD-l0A IS"N b last Yard inlet -SO%cb clogged Y P €B 0.3E 15.13 0.08 0.6E 4.0E 0.192 0.31 WEIR FLOW YD-l0A IS"Nybplest Yard inlet -SO%clogged 0.3E 15.13 0.08 0.6E 6.5E 0.312 0.46 WEIR FLOW YD-11 l8"Nybplast Yard Inlet 0.59 30.25 0.2E 0.5E 4.0E 0.40E 0.32 WEIR FLOW YD-11 18"Nybplasl Yard Inlet 0.59 30.25 0.2E 0.5E 6.5E 0.65E 0.5E WEIR FLOW YD-11 18"N b hsl Yard lnbt-50%cb Y P � 0.3E 15.13 0.2E 0.5E 4.0E 0.40E 0.76 WEIR FLOW YD-11 18"Nybphsl Yard Ldet-50%cbgged 0.3E 15.13 0.2E 0.5E 6.5E 0.65E 2.02 WEIR FLOW YD-11A 18"NybplaM Yard Wet 0.59 30.25 0.12 0.5E 4.0E 0.24E 0.23 WEIR FLOW YI}11A 18"Nybp]eM Yard Wet 0.59 30.25 0.12 0.5E 6.5E 0.39E 0.32 WEIR FLOW YI}11A 18"Nybplesl Yard Wet-50%cb�ed 0.3E 15.13 0.12 0.5E 4.0E 0.24E 0.36 WEIR FLOW YI}11A 18"Nybplesl Yard Wet-50%cb�ed 0.3E 15.13 0.12 0.5E 6.5E 0.39E 0.73 WEIR FLOW YI}11H 18"N b last Yard Wet Y P 0.59 30.25 0.14 0.5E 4.0E 0.28E 0.25 WEIR FLOW YI}11H IS"Nybphsl Yard Wet 0.59 30.25 0.14 0.5E 6.5E 0.455 0.35 WEIR FLOW YD11H 18"Nybphst Yard Wet-50%cb�ed 0.3E 15.13 0.14 0.5E 4.0E 0.28E 0.4E WEIR FLOW YD-11H 18"Nybpbsl Yard Wet-60%cb�ed 0.3E 15.13 0.14 0.5E 6.5E 0.455 0.99 WEIR FLOW YD-11C 18"Nybplasl Yard Wet 0.59 30.25 0.1E 0.6E 4.0E 0.20E 0.2E WED2 FLOW YD-11C IS"Nybphsl Yard Wet 0.59 30.25 0.1E 0.5E 6.5E 0.325 0.28 WEU2 FLOW YD-11C IS"Nybphst Yard Wet-SO°/cb�ed 0.3E 15.13 0.1E 0.6E 4.0E 0.20E 0.32 WEIR FLOW YD-11C IS"Nybphst Yard Wet-SO%cb�ed 0.3E 15.13 0.1E 0.6E 6.5E 0.325 0.5E WEIR FLOW YD-12 IS"N b hsl Yard Wet Y P 0.59 30.25 0.23 0.4E 4.0E 0.368 0.31 WEIR FLOW YD-12 IS"Nybphsl Yard Wet 0.59 30.25 0.23 0.4E 6.5E O.S98 0.43 WEIR FLOW YD-12 IS"Nb hst Yard Wet-SO%cb clogged Y P � 0.3E 15.13 0.23 0.4E 4.0E 0.368 0.65 WEIR FLOW YD-12 IS"Nybphst Yard Wet-SO°/cb�ed 0.3E 15.13 0.23 0.4E 6.5E O.S98 1.71 WEIR FLOW YD-12A IS"N b hsl Yard Wet Y P 0.59 30.25 0.18 0.45 4.0E 0.324 0.2E WEIR FLOW YD-12A IS"N b hsl Yard Wet Y P 0.59 30.25 0.18 0.45 6.5E O.S27 0.26 WEIR FLOW YD-12A IS"Nybphst Yard Wet - SO%cbgged 0.3E 15.13 0.18 0.45 4.0E 0.324 0.32 WEIR FLOW YD-12A IS"Nybphst Yard Wet - SO%cbgged 0.3E 15.13 0.18 0.45 6.5E O.S27 0.5E WEIR FLOW YD-12H l8"Nybphsl Yard Wet 0.59 30.25 0.11 0.65 4.0E 0.242 0.31 WEIR FLOW YD-12H l8"Nybphsl Yard Wet 0.59 30.25 0.11 0.55 6.5E 0.393 0.43 WEIR FLOW YD-12H 18"N b last Yard Wet-SO%cb ed Y P � 0.3E 15.13 0.11 0.55 4.0E 0.242 0.65 WEIR FLOW YD-12H 18"Nybplast Yard Wet - SO%cbgged 0.3E 15.13 0.11 0.55 6.5E 0.393 1.71 WEIR FLOW N c GENERAL CONSTRUCTION NOTES FOR STREETS: Table 4: Pavement Design (VDOT Pavemerd Design Guide) 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT 296-5832 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WI07H AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA770N THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Park Ridge Drive 4000 0 4000 5 5 19.25 SM-12.5 3 2.25 BM-25 5 2.15 21B 9 0.6 22.90 Arbokda Drive 1000 0 1000 5 5 14.43 SM-9.5 2 2.25 BM-25 3 2.15 21A 8 0.6 15.75 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 Meyers Way 103 0 103 5 5 6.52 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 Humboldt Street 3C8 0 308 5 5 10.33 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 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 Leeham Street 350 0 350 5 5 10.77 SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 LeehamCourt 132 0 132 5 5 7.38 SM-9.5 2 2.25 BM-25 1 I 2.15 21A 7 0.6 10.85 Hastings Court 133 0 133 5 5 7.41 SM-9.5 2 2.25 BM-25 1 1 2.15 21A 7 0.6 10.85 9. ALL SIGNS OR OTHER 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 AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. are in accordance with their standards. 10. TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PAVEMENT DESIGN NOTES: PUBLIC ROADS. i. ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL z. A 2" BINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC. TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 3. THE SM-12.5A MAX LIFT THICKNESS IS 2", THE ADDITIONAL LIFTS MUST BE PLACED i YEAR APART PER 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR APPENDIX III OF THE 2oi8 VDOT PAVEMENT DESIGN GUIDE. COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES: GRADING 1. THE LATEST EDIT70N OF THE ROAD & BRIDGE SPECIFICATIONS, 774E ROAD & BRIDGE STANDARDS OF THE WRGINIA DEPARTMENT OF TRANSPORTAT70N SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY NTH SUITABLE MATERIAL TO THE SATISFAC7/ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 0774ER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON 774E PLANS, OR WHERE FIELD COND177ONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, H, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 774AT 774E SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH TEMPLATE AND COMPACT70N BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE W1774 CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY ORGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF- WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 774/S PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA7ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 ( HORIZONTAL: VERTICAL) . WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RlP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN 774E OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS 0774ERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 3-4"HARDWOOD MULCH OR �7/x VW /\/ 2" STONE DUST NOTES: COMPACTED 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. SUBGRADE 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY G R E E N W A Y PEDESTRIAN TRAIL STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE NOTES: NO SCALE 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 TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION 7.H. 2. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH REGARD FOR THE EXISTING NATURAL FEATURES. 3. THE TRAIL SHALL BE 5'MIN. IN WIDTH WITH A SURFACE OF 3-4" HARDWOOD MULCH OR 2" STONE a DUST. 2" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. 4" CONCRETE SIDEWALK EXIST GROUND EXIST. GROUND E❑ EXIST. CRC NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER X OF PLANTING STRIP PER X CLEAR ZONE REQUIREMENT CG-6 3. CURB & GUTTER LR ZONE, 1 g 2.S 6. PUNTING STRIP -4"" UD-4 /NDERDRAI A BASE BIKE4LANE (TRAVEL LANE) POINT OF CG-6 CURB & GUTTER \ I 4- CONCRETE FINISHED GRADE 3 SIDEWALK LEA�L' R ZONES \ SURFACE 2 jj 4" UD-4 UND GRAIN* SUBBASE 4 S 12' ! (TRAVEL LANE) BIKE LANE 6' PLAN17NG STRIP TYPICAL NEIGHBORHOOD STREET SECTION (61 ' R11#r) P.IRX RIBOW DRIVE (PUBLIC ROAD) OS-SSAR RESIDENTIAL & JfIXEO USB SUBDIVISION .STREET DESIGN SPEED.' .90 JfPH 'NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD 7Yf ICAL IVE16'IYtY61f jYVC1V :577Xi,E7' .5.BZ7lUIV TYPICAL PUBLIC STREET SECTION ARBOLEDA DRIV4 J(EYERS' IYAY, BARAZEY VIAT COURT, & ANLEE ROAD (ST4 11d-50-fe*50) - PUBLIC ROADS CS-SSAR RESIDENTIAL & MIXED USE SDDDIPISION STREET DESIGN SPEED 25 AVPN PARKING ONE SIDE ONLY NOT TO SCALE EXIST. GROUND -I- EXISTGROUND :T. GROUNO IND CG-6 POINT OF CURB & GUTTER FINISHED GRADE i NS s. ■11 OWNosh 'w f ■ ■ ■ �ME-em® `7Q\•/ - -- ,1 \ JA E­j ..... \ gas TRIP GENERATION CALCULATIONS SCALE: i"=too' 1 mm TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) DETACHED20 SINGLE FAMILY UNITS ioo SINGLE FAMI Y ATTACHED UNITS (COODE 230) zo MULTI -FAMILY APARTMENT UNITS (CODE 230) TOTAL ADT: i,o67 VPD (534 ENTER/ 534 EXIT) TOTAL AM PEAK: 70 VPH (i7 ENTER/ 53 EXIT) \ TOTAL PM PEAK: 87 VPH (55 ENTER/32 EXIT) 24' PRIVATE ALLEY TYPICAL PRIMATE ALLEY SECTION - 94' PRIVATE ALLEY AiVLEZ ROAD (STA. 10t00-11t50) - PRIVATE ALLEY 15 MPH DESIGN SPEED I NOT TO SCALE 25' IQ' .F foil J .5• 1' (TRAVEL LANE) (TRAVEL LANE) 20' E/P-E/P 27' PRIVATE ALLEY TYPICAL PRIVATE ALLEY SECTION - 27' PRIVATE ALLEY H.ASTINCS COURT- PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE EXIST. CROD ENIS7 I SARKLEY VIEW COURT❑ I PUBLIC ROAD I54RIM) >I p o wrs I we <a ILOT 333\ \ LOT 73 LOT 74 sFD SFD LOT 75 SFD LOT 76 SFD LOT 77 Sm LOT 75 / SFD LOT 87 SPA TYPICAL PRIMATE STREET SECTION - 30' PRIVATE ROAD HUMBOLDT STREET (STA. 117L00-13t92) - PRIVATE ROAD 15 MPH DESIGN SPEED NOT TO SCALE TYPICAL PRIVATE ALLEY SECTION - ?8' PRIVATE ALLEY IIUMBOLOT STREET (STA. 13f92-161,75) - PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE TYPICAL NEIGHBORHOOD STREET SECTION (49 ' R%fF) LEEHAJf STREET 1YIBLIC ROAD CS-SSAR RESIDENTIAL & JfIXEO USE SOBDI ISION STRE DESIGN SPEED.• 25 JfPH NOTE: NO ON -STREET PARKING PROPOSED. I,60T STONE BASE POINT OF CG-6 FINISHED GRADE CURB & SCOTT /R. Cb6LLINS Lic. No. 035791 ° 4/4/221� l �SSIONAL E��t TJ■r / LOT 84 SFD LOT 85 SFA l LOT S6 SPA vJ N co 1[UJ / OPEN SPACE �^ 0.09ACRES 0-4V / O �■ 1i �LA1 C)) J P U BLIC N W N z LL LU 1 J J _ l--1 ``� �� U / LUl� L9 W (f) < O LU L I_ C1 06 ( ) M J U!) u _j LU r I� Y Win �^ z V^ R V A./ ) GUTTER (n I ROLL TOP CURB U_ 1/4" 1' �eee w � ., . . WbKg i 4 T s ® LU dcT 1.5' 3' BASE IQ'IQ. / (TRAVEL LANE) (TRAVEL LANE) 20' EjP-Ei% 28' PRlVA1E ALLEY coj^ y TYPICAL PRIVATE ALLEY SECTION - 98' PRIVATE ALLEY 0 LEEH.9M COURT (ST.4. 107L00-12,L60 & 14t20-157,00) - PRIVATE ALLEY w ^/ 15 MPH DESICIV SPEED L.L NOT TO SCALE Ci rn POINT OF FINISHED GRADE 1/4 1, CG-6 TURB & GUTTER 4-. ❑I I (TRAVEL LANE)' GRAVEL LANE) 18 l� PARKING 38' EIP-FIG 44' PRIVATE ALLEY TYPICAL PRIVATE ALLEY SECTION w/ PARKING - 44' PRIVATE ALLEY LEEIIAM COURT (STA. 12t60-14t20) - PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE - cj z d LU C 6� � V U LU H W W d to JOB NO. 112066 SCALE AS SHOWN SHEET NO. 20 22' 10' O N N � 6 181 � cz G a d a d I. - ATTACHED DWELLING UNIT - zOVERs TYPICAL UNIT LAYOUT WITH DRIVEWAY (NO GARAGE) 20' SCOTT R. LLINS Z 16' - Lie. No. 035791 O 4/4/22�� 0 'SIONAL Ez s w z 0 z w z z 0 U O C N O O " J 3 O m Lf] a m m Ln o Z U) W O O O P W 5 — — — L W J O 0Y Q C fi' z Lu o 10' P � o a o o bo bo C O d d p p_ 12 p_ W N O a �r H- Qi pp o\ o v O � ATTACHED DWELLING UNIT - BALFOUR E TYPICAL UNIT LAYOUT WITH DRIVEWAY (FRONT GARAGE) u zM Q c� J N w s 3 O a Lu co N � WSJ M o N Q WN z N Q > LL Z c w , o 16' s 00 0 > i--i J o U) Lu Lu (n < o s NOTE: SEE SHEETS 5 & 6 FOR LOCATIONS OF O LI--I 3 BOLLARDS ALONG THE EMERGENCY ACCESS ROAD J Q s lf) z � ° 3/1G" STEEL PLATE WELDED 1g' — Q TO P05T & GROUND SMOOTH W J 00 ULu 0 Ln Y � 2-1/2- DIA. GALVANIZED ui = O o STEEL POST. PAINTED WITH `' LLl E 2 GOAT5 OF PRIMER ~ O z 0 AND INSIGNIA YELLOW - - O ILL w 0 3/4" DIA. STEEL PIN W/ HEAD W z W/ 3/8" DIA. HOLE FOR '`� LU Q LOCK LOCK J FINISH SURFACE CN.LGJF7 J Y o 0 i7 O 0 7.5 12.5' N J H d - O . . Lu c 3" DIA. GALVANIZED - _ I " o m STEEL PIPE SLEEVE I O CPAINT ABOVE GROUND '- ¢ z W PORTION SAME AS POST) '~ J ATTACHED DWELLING UNIT - POPLAR Ur o CONCRETE FOOTING TYPICAL UNIT LAYOUT WITH DRIVEWAY (REAR GARAGE) Nul 3/1G" STEEL PLATE WELDED — i— ~ u w W o TO SLEEVE 12" 0 Lu _ a � 0 JOB NO. NOTE- DRILL A 13/1G" DIA. HOLE THRU 112066 0 BOTH THE POST AND SLEEVE FOR SCALE � PIN PLACEMENT. AS SHOWN SHEET NO. a 21 " s 30' 16' — 0 21' — v o z co p I p I I I o I I o � o o ATTACHED DWELLING UNIT -BAYBERRY TYPICAL UNIT LAYOUT WITH DRIVEWAY (FRONT GARAGE) JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. �-- VARIES WATER SEWER Z A 9 0 Ed C LOCATION [IF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH D, SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 Tn-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL U6" 5,5• INITIAL BACKFILLMIN. BEDDING 8 STONE * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a' I INITIAL BACKFILL 4 I UNSTABLE 5^ s" B. 5^ $OIL MI . MM. MIN #68 STONE _.GRANULAR FILL AS ' APPROVED BY ACSA'\ STA bCK 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. &THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 (4) 1" (25mm) DIA HOLES ON 32 3d4" (B34mm) DIA BOLT Cl CLE. 2" (51mm) LETTERS .� O (RECESSED FLUSH) t' [25mm] D ( AR T_ (z) CO LS AICKHOlE9 SPIV 1 1/2" D 1381 O T N M O O � ( A W `` ` (2) CORED u O PICKBARS T 1 1/8' (29mm) DIA 9055 D m 27 1/2" DIA [69Bmm] 26 1/4" DIA 1 1/2" [35mm] [sWmm7 178mm [ ] 26" DIA t 1/2' [3fimm] (6mm) DIA] 24' DIA NI NEOPRENE GASKET [79mm] O[506mm]-1 C m I_ 28 7/16' DIA f C722-1 36" DM 5/8" 23' DIA [t8mm] CPS DmI ] E� m [914mm] 25" DM [536mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION (4) 1- GII DIA MUMS ON m 3/•' (p]Mvn) DN 27 1/2' OK [36mT] BOLT 0 [699IT 2 O 25 1/4' DIA 7' 1657mm] DIA f [606mm]l 25 7/16" m I III [722mm] -1 1161 O O 36" DN j914mm] Ii'' - M 26 [BOGmm 1 1/2• 13/t[38mm] FRAME SECnOiJ I [ZOmm] 2' (Strom) LLTFAS (RmL`SED RU5H) [25mm] I R�% SPIV , 3 13/15 2 1/e" [97mm] [579mm] [54mm P 25" 1 3/8" [835mm] # 11 /i6" (35mmKT ] 9/16" O.D. OF CGROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA CAM DOU NEOPRENE GASKET DETAIL J_ (2) WSHE 1/16 X 5/8 X 1 1/2 C� 18D0' SEW `` (P0.1'fOBNLS i 5/0" RUBBER PART# DDSBtDAS (2) BLT NIX 5/e-11x] 1/2 55 [5mm 2400- [41mm PART/ 009BIZ50 [6mm 1/2. t t/B' (29mm) DW BOSS [13mm .63 01A STAINLESS STEEL ROD (2) W54R 5/B ID 15D 00 SS PART# ONS1310 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES:PARE# 2) NOT FIX 5/6-11 ZN NiIJ( 00mum 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED N AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME &COVER. (2) NO NX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# MOST 2B 3. COVERS SHALL BE FIXED TO FRAMES WIH LDMNG LUGS OR SIWDAR ASSEMBLY. TYPICAL WATERTIGHT (SHORT)5P O 00 35B6 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S PIG S-I-E TD-32 Vol 02 \\ \ g1,RIM • .. BLOCKS.ALL THRUST THRUST BLOCKSCONCRETE INTS PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4• &E fi• 45 2.00 2.25 2.fi0 0.15 2 00 225 2.50 0.15 22 1/2 1.50 2.00 2.52 OLIO 11 1/4 1.50 2.00 2.50 OLIO 90 3.68 3.16 3.21 0.48 8' 46 22 1/2 2.66 1.66 2.88 2.18 2.77 2.89 0.26 0.13 3.18 2.91 2.66 0.32 17 1/4 1.fi8 2.18 2.67 0.13 90 4.83 3.&3 3.42 0.83 10" ffi 12° 45 3.33 3.58 2.95 0.43 3,63 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 i' COMPRESSION A 3/4' MAZE PIPE CQUPLIND OR APPROVED EQUAL I' TYPE O SOFT COPPER FOR USE ON ATTACHED BUGLE FAMILY RDO ENTIAL SERMCES OR OWL RESIDENTIAL aNO RROATNM 6ERMCEs. I.A.A. TEE NO S HD SNE.ATED FlTiNE3 � 2, DUAL SERVICE R 1' NNPRESBION x V MAX PIPE COUPLING OR APPROVED EQUAL I" TYPE N. SOFT COPPER FOR USE ON DETACHED RNgE FAMILY RESIDENTIAL %RACE WERE AN IR&GATON METER IS NOT PROMDED. SINGLE SERVICE NOT:: 1) SADDLES SHALL BE USED ON PVC PRE. CAST IRON UD FlNSHm CAADE 1T-15' LDCNWNOBALL METER BOX ON & SO' MIN. COPPETSEITFJi 1/6 BEND COUPLING, y \ T META CORPORATION STOP '> 'M " ;SI.,�I BRICK As AE�'< NECESSARY RAND OR DUST UNDER }Kp`EE1 ?kC 14'- vi•iTU_ 1Y,. 1 L' G STOW PIPE, IT BOX AND BETTER (2�Ng1 £ S:yr N-+A j LONG STW.E PoCXEi, VTOT MMININ MXiWESS) 'yT�w(?4c SPEC. MI NO. 57 AGGAB IE 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- 001 . ( 56 7 ) 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.S) 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. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2034 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER 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. 1S. 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. 1-- Z I r 1 12" 18" PIPE SLOT (2 PLACES) ASIM A36 AND HEY NO UNDISTURBED EARTH UNDISTURBED ALL-7 ROD VALVE tllm WATER 24 UNDISTURBED EARTH FLAX 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. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ASSOWIE MINIMUM. IF THE TRENCH WIDTH IS IAAGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS R9• W-3C TD-S COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID 16" METER BOX 1�l N 11ry ry1 ti 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN --71. BRANCH 2" FLEXIBLE CONNECTION -J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING 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 JNET I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES 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 IV (2701 18"-22" 7 CU. FT. ALVE BOX J68 STONE 42"MIN 6" GATE •, VALVE TEEX 8" 25CO P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE III WEN THE SOIL IS DISNRBED OR MIEN 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 METER SIZE DIMENSION A DIMENSIDN B DIMENSION C 1 I/2' 3'3' S'0' 3'8' 2' 'B' 3' S' M 61 MIN 4- S' MIN. 12' MIN,61 MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, SIDE VIEW BDSES DOOR F------ - - - - ------T I I DIAMETER DRILLED HOLE FOR TOUCH READ I I UNITS. I I TOP VIEW I I 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH LIFT HANDLE L---------- 24' X 36' -----'-' ALUMINUM ACCESS HATCH TYPICAL METER VAULT AIR RELEASE VAL' BRASS OR BRONZE PIPE IOLID CEMENT BSLOCKS N.T.S. FIG. W-7A TD-14 �-CYP " 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 SMALLER THAW 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL v FINISHED GRADE o ! ADJUSTABLE TRAFFIC RATED II VALVE SOX W/ LIB z u a a S N a M.J. GATE VALVE WATER LINE In b 2500 P.S.I. CONCRETE - ' 8 A 2'K 2' BEARING AREA. THRUST BLOCK • , p A A NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 VARIES 4" DIAMETER BRANC AND VALVE � BOX PLUG VARIES WATER MAINS \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VANIES THREADED COUPLING BRASS NIPPLE AND PVC PVC SLEEVE o CAP j LUBRICATE ALL THREADS THRUST BLOCK ED METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES:; VARIES 14 �rWATER 2" BRASS PIPE 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-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA -. W-:M41rmi 1'-0" MAX RUBBER COATED STEEL MIN STEPS CAST IN PLACE 3'-0" PRECAST REINFORCED CONCRETE SECTIONS 1�IN "C" RING SEALS 4 16MAX MINIMUM ELEVATION T 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 4 :,A.'• 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-2F, SCOTT /R. Cb96LLINS Lic. No. 035791 0 4/4/22 �SSIONAL E�0\ J Z r O m V/ Ln zu Ln Lu 0 0 3 '^ LU •�• IV '-1 r~-I ^ W J � Z �EN rrA N W T`t Q O v 0 VJ ti z M C'7 Q rn � N M W N TOT VJ J N Q L•I.I N z > LL III ' -i H� • H / A V / Q 1 z 0 W L.I. C' , ^ 06 LL= J (J) U J Lu Y = 0 W z � U) O LL Lu I i LU Q O O W 0C � z �Q V W J 0 N H Lu r H W O 0 a W x (n JOB NO. 112066 SCALE N/A SHEET NO. 22 m m m mFENCING - ND � If \\ \\ \ \ \ \ r \\ <�•� ��...—ter• •���� ��!\7 �' ���� rw��� >. II ". .�•Ii#f1- -��-.�_\�•��� JiIylr�,�/<il.. ...�' r � wry y �� y y �# y �•�!F y 1'y • ���� ORING DOUBLE WITH RUBBER STRANHOSE2&GAUGE TURNBUICKLES rem 2".2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWNc.T No. 035 91NS � `LT — — — • PA CD PROPOSED TOT MULCH SAUCER - � �-`- / / � DRP DNE� �-!j LOT AREA _ / / FINISHED GRADE 4/4/22 rt , \ 1/3 HT. OF TREE I TREES 4" CAL. OR LARGER SHALL BE SSIQJ\iAi, Fi�� Z 0. TREES UP TO 4' CAL. SHALL BE STAKED Q; 1 R O LS \ \ \ OPEN SPACE A / / / I SNOW FENCE GUYED WITH 3 EQUALLY SPACEDOf \ / E [' \ \ TWISTED, $12 GAUGE WIRE WITH HOSE w FC AND TURNBUCKLES. LOOP HOSE w Wl AT qC� U % \ °. 1 ACRES / \ LOT 1zo _ — AROUND TRUNK ABOVE BRANCHES Z ~ p N •✓/E V \ LOT 11 '—� AS SHOWN, FLAG WIRES WITH Z ✓f 4 _ T \ \ - PROPOSED SIGHT J � I W \ � FASE qR. — 9 I ill � couRVY TAPE. REFER TO SPECS w � N \ ,/WI JIMI LEI ✓ � FOR ADDITIONAL INFORMATION. �\ DISTANCE EASEMENT 111 I — — \ \ \ LOT 118 L- - rn AMENDED SOIL MIX Z �M I II L—III�II IIK LOT 11 - 7 1171 ] L — COMPACTED SUBGRADE O LOT u5 LOT 113 LL/ `� -PROPOSED SIGHT — — \ s `\ \ \ \ LOT 116 1 BOARD FENCE �++ LOT114 LOTuz > / - _ \ —L rW+ Tree Planting and Staking Detail ° LOT iii W w 1I DISTANCE EASEMENT — \ \\ \ \\ \ ' / coRo FENCE z\� \. \. \ \ :. : I — Not To Scale N Q / LOT 110 LOT 10g \ \ \ \ S — — Pl C FENCE o LOT1o8 a \ \ \ \ 0 �! I LOT 7 — / \ \ / \ \ \ / 4 CORRECT METHODS OF TREE FENCING 10 � '. ° TREES UP TO 4" CAL. SHALL B STAKED LOT 105 / / \ \ \ \ \ LS \ \ \ \ * \ TREES OFWITH "4' CAL. HARDWOOD ORLARGERSHALLBE J 3 GUYED WITH 3 EQUALLY SPACED TWISTED, FFQ rn AND TURNBUCKLES. LOOP HOSE AROUND O �' I ._ I \ 1 / y -- \ / LOT 104 \ \ �, / \ • d /QS I --- TRUNK. FLAG WIRES WITH COURVEY TAPE. 1—I m �- _ I 1 \ I '-_ / / \ \ \S\ P a� / \ S FOR d = / \ \ J \ S REFER ETO SPECIFICATION F2 L ° — ➢ $ ..... —F — ` / / LOT 103 \� \ \ \ •\a ��� 9 /� FURTHER INFORMATION y a.. ° T• \ _ ra genre — _ — ... °. •_ \ i ---- � Z rr F m \ // / - \ /p%Li / / /• // \ _ �y/IIM /'/ \ // — GUYWIRES WITH RUBBER HOSE AND LOT 101 O Z 3 .•� ,` •� TURNBUCKLES 2/3 UP TREE 0 d \ / 67 `\P //o / / PHASE IV ,•IMw 2".2" HARDWOOD STAKES, ALIGN rw 7) .~-I s LOT1oo tS �o / / FUTURE �+ CORRECT TRUNK ARMORING TOP OF STAKES v/ `" m 0 O DEVELOPMENT uw N w J �' _�� U MULCH SAUCER Q C \ W \ LOT ( / (3) PA STREET TREES TRIANGULAR BOARD FENCE �// {� I AMENDED solL Mlx Z o 99 \/ q ��\w ALONG LEEHAM STREET • — — 9�� /�I I Uj GRA HIC SCALE _r m - _ • •: ' — ° °... \ \ \ PROPOSED SIGHT }' ° / // / —__ CUT AND REMOVE BURLAP FROM TOP O 30 0 15 0 60 •• \ \ R SCARIFY SUBSOIL TO SHOWN MIN DEPTH - - - - DISTANCE EASEMENT w / I RESIDUEAREA \ / 1/3 OF — — - - RESERVED FOR o - — r l L I \ \ // PHASE IVllllll . II III=u 0 I p.. / r_ ( IN FEET ) O =11111 COMPACTED SUBGRADE, o, PA /\ / PA DEVELOPMENT 1 in h = 30 rt. m o.zzACRES I —I-- Evergreen Tree Planting Detail I �W r —i— — — —I Not To Scale f ' ° -- +. � � : "q + (4)OSSTREETTREES _— o \ \ ALONG LEEHAM STREET ConrdynfAlberoaae \\\\\\ A Comerta6on Plan ChaI To be placed on Landscape Plans ` •[ II 0 E I \\ \ it II O Hiondhook pp M21M111291' for coniplele aceanralions) I I I u T I I II I LIIl � r The l"es o aeon maehawnen me man: Wo N p tobe.nvea; UOPEN SPACE B 8 Tre o.43 ACRES ® Limirefdaring(ounidddpfimofaentobe savedO 0 ®rmao-nnme NPenr rnmcM1verm© In V PROPOSED ACTIVE \\ \y a crewenargea yn ngo- we orwae, o o I I _ RECREATION AREA \ o to xopoaean®emng arnrmlaing beyonameM1min ofel<arwg. �? I — — � - I I 2. M.rldrma' Nltreev ro he savM sM1elt beLe mmked with print orribban azeheigM1t xemly xarblem egiupmeirc opnators. , E APARTMENT 0a Nn®ailnhlbgwwtilNexmdgsemimpteaadapovsbyaCowryluecm. w BUILDINGS 0 3. a�nal�relnOnnl<.P�< NCLUDING(6) ■ T ivation and t don meaures sM1all be reviewed vn0 die mntractm on site. �—� I) AFFORDABLE 11. ii — — — \ \ II \ , •� \ .. E w m o noon one snrsee: I U i.. r — — — _ \ &] x y q iPmenl,.ebinwar o-nrre m,a alnrage n IT rmnam,eenn:naedala mnmding ana snap mlbe pemaBW wimm ate driplinaa nfaaaa ai :I •; F � �I _ \ \'�\ \ tee. d. .n 11I I. I II I I II I - I — — t \ \ \ • .\�\ 5. Sell Erosion a smnowner Hn<nnon Oevleeei z r' II II 95 93 I I ••r- \ \ •\v/ •°7 i Q/Q �\. \ / ®(3) A REES ALONG HUMBOLDT ST Tsooawrcamn.aitneeui ahbWshl anllm maal .bne aalaoyreadnwbi�1t6rirna1s0m0lbcee t aoafe[mhe. ddpline oflreev to be saved M� Q6. II L Igo 3)OP.STREET TREES fl Piree lOn feet ofine an eeo-=aweaaveL omCo w LONGHUMBOLDTST/ ,. rm.rortaa 0LOT 9/` 8OPSTREETTIm LN LOTgz ,(O GALONG PARK RIDGE DRIVE ® I J 16' !y F 4 \ Q W 3+ ktrnu�abaLesplaendnb w[eapdbyaCowryhvmotpnoogaavmti 0 co T t tree wew: LOT1O z1 I _ I LOT 7 \ / / ® whatrmegmmdlecamnelb a.w lnnmeadpm nrat mbeaeea,ao-«wun bpreiaea aaaenabee sell �� n 1 : °I I I \ mnn°o Doom summhear approval. � o. I I LOT 8g . \ •�W \\ %r / 10. Tree Wana' ® OLOT$8 submitted fw apivaL O>, e LOT 87 l \ / 1L TreneM1Ne anaTwntlNe W } i \ \ \ WM1mtrmcting ie regoiredvntbia Ne timite ofclearing t ballb do afar away from me muss of[reea aspoeaible.lLmetiag N order alalgeone sball6e conaidmed as at alternative when iris anticipated that necwsmy trmcM1ing will destroy feeder reola. � (z8 PA STREET TREES 12. cloarrem., N 7 w / -� ( \ \ \ / BN QL / \w. ° \ ALONG PARK RIDGE DRIVE D essedi iva fencing sha116athelest items removedawng Ne finai cleemlp Q I 1a. nam.naTdrI — _ —I I i WRIVA7-E ROgp Tl� ET l � l / / ' .. W • � \\ \\ // ® Omneged tre®sAellb coaled immediately by pmm�W. feNli�mi mnfhermelhods rmnnmrmded byahee aRcieliat �p NOTE: IT IS THE nEVE PER'S RESPONSIBILITY TO CONFERWRH THE COMRACTOROry TREE COrv9ERVATION Rai m7 Ujw v v / / `/ A v ) RErzmxemervrs. to 7�7 { \ 12/13/2021 J ° I _ \ \ OWNER SIGNATURE (DATE) J W - / END OF PRIVATE ROAD / \ W � \ , o - w / v p_ `I I QS � A, ono my / // LOT 84 vvI / vv wsPwefan ma W LU Q L9 I -• p_, o .. I 11 I w �� Av v%�,,, / LOT 8� v v v\ w - L LOT 6 I I y wV ��„Illno. + �A _ (5) OS STREET TREES I: ••�. I — 5 LOT 57 I v y Aw v v _ y. LOT Sz. + DISTANCE TO NEAREST o INTERSECTION (CLAIBOURNE ROAD z 3 ALONG ANLEE ROAD v LOT 58 /w ti AND PARK RIDGE DRIVE - o O 2 CJ Z J LOT59 I \.. � , : •• - - )-7.Si_ J m _ LOT 8i '• � . . \ \ w o o I I .I _ LOT 60 a I l /7 \ '\\ \ \ \ -\ ��\ _ N o I '° \ \ : W + o . a - 1 I `J i�i t •I I: I I � / ' ,: -{ — i' � \ LOT63 �/ o � � �. LOT79 \ „ ' '• ,. `' � '� '"mow Ln U J LOT6 I I,. f I I• (6) PA STREET TREES 4 Li w w o ALONG AN LEE ROAD LOT6c / /BTU �\� \ \ \ LOT78 "\y\' + PA L1J Y I I I OP (3)PA STREET TrI / / \ \ \ / \ LOT 77 \ Op • — N — — 111 E I ENSP — •'-ALONGHUMBOLDT ST NUl I +' F/ o.zzACRES C /l tOT76 / s °•o4ACgCFO ~ o q PROPOSED SIGHT / � \ � \\ (n O ANCE LL z DISTEASEMENT / � /.. ��\ �� \ \ � V w I vl :-,.'.• �f'� ' / \ \ / � \ ' ' / \ \ � H z tl•- �\\ w c' W—.w ri.... ------QL LI / `� l �\ ri P 7�.. - \ \, \ l � / " , l R7� Me \ / \ l s w I W— \ \ qT O / - -- OPEN SPACE E Q / Fy �p - - Z a ". w — y ,alnmy / LOT66 \ < % \ ..� ,., H.. _ h I �...... o.o8ACRE1 � J �.., \ \ \ �Fy(2S.F%FF � \\\ � J I' ... .. , u /r - — w 4 _ • `w PU ERS V `` /..... (12) OF STREET TREES \ \ FMF \ /l l / / FQ \ o ALONG MEYERS WAY NT < h / : d / \ \ \ \ �s O / Q / \ / a w Lo I /. � / )� - _� -^.-.' 1. a._• W�\... Q:':\• LOT G•g / / \ \ � \.� �y �hl " / /��� + ° /: /.. \\\ / L `a 7 :. ` r LOT, LOT zo — / / \ /� / 1 LOT z3 Q Q / / Q X h1) OS STREET TREES 4r \\ \ / \ PROPOSED SIGHT \ I \ Q / / 1 1 ° _ \ \\ DISTANCE EASEMENT I / Q h<u W s ALONG MEYERS WAY \ / / / / / � (J � .. 1 I\ I / / / \ \ .; \ \::. \\ •. • w \ -; LOT7z ,. // II / Q� / (13)PA STREET TREES 4 / ..,,,/ LOT1 / _� 0 o ALONG ARBOLEDA DRIVE 9 / / N w E LOT z5 / / w H u ° LOT z \_ \ \ /i \\ F w o �L + s LOT S1\ / LOT 18 S nOPEN SPACE F 2.58 ACRESaaaa JOB NO.lir ® LOT50 ;o ,m ALONG ARBOLEDA DRIVE 112066 I ..'"� s LO LOT49 BN LOT4T OT 17 1 30/ L E SHEET NO. QSLOT6 LOTz 234oe0oa -' LANDSCAPING CALCULATIONS SITE TREE COVERAGE REQUIREMENT: CANOPY COVER AT 10 YEARS EQUALS OR IS GREATER THAN 20% OF GROSS SITE AREA GROSS SITE AREA 864,415 SF GREEN WAY AREA 991 TOTAL DEVELOPMENTAREA 764,619 SF TOTAL TREE CANOPY REQUIRED 152,924SF TOTALTREE CANOPY PROVIDED 92,449SF 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 23 LARGE SHADE TREES HUMBOLDT STREET 528 LINEAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 13 LARGE SHADE TREES AN LEE ROAD 549 LINEAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 11 LARGE SHADE TREES LEEHAM STREET 356 LINEAR FEET LANDSCAPING REQUIRED 7 LARGE SHADE TREES LANDSCAPING PROPOSED 7 LARGE SHADE TREES CONSERVATION PLAN NOTES: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 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. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER SEWER ELECTRICAL CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN TRUNK OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. M»_l0111MA: 14111Aq LOT 46 `� ■ ■ ■� O Q5 4 `� / SESHE LOT45— /— / s < _wALONG ME ERS WAY \_s� �PUe Ro yERs i LOT16 C a / / LOT 76 w� / /// SFD W . / + LOT 15 / � y // W N, " �ij� W LOT2g I, I{ LOT 4 1 fl LOT 77 N ` / SFD LOT 30 SCOTT /R. Cb6LLINS Lic. No. 035791 0 4/4/22 �SSIONAL E�Gt �.�.�.�w �. V✓�/�\i� :��\J�. w \ \ �/ // / // �- j/ + / LOT13 \��/� LOT 31 // 4 / / �� �` // M EXISTING �STORMWATER° �`� �" \" / ! / / �� u m X MANAGEMENT \ . / // / ��� I /� / / Z LU LU FACILITY J 1 1 Jl 1/ l l T` l 1 1 �. Aw / / / / s� z 3 LOT z ! 4 / � w W\\" �"' r 1n 3 l I l / LOT10 Lu \w l i / J // l I l l // f�� �� N W OPEN SPACE F \ z. 8ACRE5 Aw f� u �\W --_� W 5 y \" �'w /` QS / d �/ / / LOT 1z / h /7 — / / - W /. Ili / �LOT 33 / LOT g 17 tP r IN jj Q T_ �V I� �i / � ' / LOT3y \ \ WNW W ` w ® r a w r \ 2o' EMERGENCY ACCESS L a 3a _ ROAD EASEMENT \ W \ ` ii •� lf- �I�I���_ ��\ l / J /r l Al WW . w w w w w W mWW WWw �WNW(5)CIW \� // +// l 4 / I 'I" l I SSTREET TREES • � AL BARKLEY COURTLOT 8 /J I / ALONG BAR / Qs --// (6)OPSTREETTREES L ALONG BARKLEY COURT / — PR PED LOT BARKLEY VIEW COURT _ _� // f r` W W W W W W W W W W W \ EXERCISE y I I u I PUBLIC ROAD (54 RIW) M M m ... W . STATION W.WWWWWW WwW W�WW I--- N § I ---- r S S 1 / LOT T LOT 36 I I I II I LOT a ° I I w (14) PA STREETTREES w W i ALONG ARBOLEDA DRIVE \ / 1--------1---1 LOT II LOT y _ ` AAp . II �—I fpW Qp SYM BOTANICAL NAME COMMON NAME SIZE CANOPY QUANTITY TOTAL COVERAGE TREES AR ACER RUBRUM RED MAPLE 2.5" CAL* 452 8 3964 BIN BETULA NIGRA'HERITAGE' RIVER BIRCH 2.5" CAL 464 11 5104 FG FAGUS GRAN DI FLORA AMERICAN BEECH 2.5" CAL* 275 7 2289 LT URIODENDRON TULIPIFERA TULIP POPLAR 2.5" CAL 430 5 2150 LS LIQUIDAMBARSTYRACIFLUA SWEETGUM 2.5" CAL 288 6 1728 PA PLANTANUS X ACERIFOLIA'BLOODGOOD' LONDONPLANETREE 2.5" CAL 422 57 24054 QC QUERCUS COCCINEA SCARLETOAK 2.5" CAL* 419 6 2826 QL QUERCUS PALUSTRIS PIN OAK 2.5" CAL 419 6 2514 QP QUERCUS PHELLOS WILLOW OAK 2.5" CAL 419 53 22207 QS QUERCUS SHUMARDII ISHUMARDOAK 1 2.5" CAL 1 372 40 14880 EVERGREEN TREES PA IPICEAABIES INORWAYSPRUCE 4-5- HT 1 41 1 15 1 615 CD ICEDRUS DEODAR I DEODAR CEDAR 4-5' HT 1 143 1 15 1 2145 CJ ICRYPTOMERIAJAPONICA IYOSHINO CRYPTOMERIA 4-5' HT 1 123 1 42 1 5166 ORNAMENTAL TREES AG AMELANCHIERGRANDIFLORA SERVICEBERRY 6' HT 130 6 780 CC CERCIS CANADENSIS REDBUD 6' HT 124 6 744 CF CORNUS FLORIDA FLOWERING DOGWOOD 6' HT 124 6 744 U LAGERSTROEMIA INDICA CRAPE MYRTLE G HT 77 7 539 TOTAL: 92449 �j W W W W W .�..� I v, I� II I. I a• Ili fm ca... 4 L II`Y�,EXISTING IL . W . W . � . � . W w W • � W W I � I I LOT II li Q y � I' I \ \\ \ \ '. i ZONING LINE 37 I II I • � � � • W • \. � � I II I I I LOT 3 \ / / \ \ \ LOT WWWWWWWWWWWWWWWWW � `• // / / I �II 1--_I ° II II III I �' _\\\ / i/ — LOT PROPERTY LINES BETWEEN PHASE I LOTS SFP & PHASE III LOTS OPEN SPACE G \ W " 2.29ACRE5 GREENWAY J / I LOT 38 1 \ ° PA \ \ A- \ \ LOT 87 SFA + W - - ✓ . W / \ \ V (1S) OS STREET TREES ALONG ARBOLEDA DRIVE / LOT 39 V °� a / �V LOT i * SIZE OF PLANT CALIPER TO INCREATE TO 3.5" WHEN INSTALLED IN ENTRANCE CORRIDOR (ALONG THREE NOTCHED ROAD) W . S W ` W . W . W . W " W jW /W W W W W W W W ` W ' W '\ \ / 1 \ \ \ / / x \ NEAREST AIBOURNE ROAD Ar \ \ + \ 1 \\ _E DRIVE) =7o5' _ W (28) OP STREET TREES � ` � \ ` \ \ `�� `�� GLENBROOK AT \� \ � \ FO rn ALONG PARK RIDGE DRIVE LOT yo PHASE 1113 OTHILLS w rL w-w—w w w w I— w w w w w w w w PA L ■ PARK RIDE DRIVE _ W \ ■ PUBLIC ROAD 61' R/W) w J - ----- 11> _ '" LOT 41 u . ... GRAPHIC ,. . ;... ,+ + APHIC SCALE — — — • A \� 30 0 15 30 60 OPEN SPACE E- --s� 0.08 ACRES W W W � . W W W W W � . W W W W W . W W W W .. W W W W W W " W W " • / �\ / \ / x (28) PA STREET TREES W . W W W W . W W W W W W W W y \ / x a-' ( IN FEEq) ALONG PARK RIDGE DRIVE W W W W W W W W W W 1 inch = 30 f T z M Q c� J N co 1 11 WN (n M J N Q WCN Q > LL zLu Lu I--i I� Ll d. L9L 'W v , o = z a � � W= J U Q J Lf, Y ~ 0 z ul Lu ~ 0 U) O LL. Lu W Q Jw � O JLu 0� z fn� V LU u 0 (�J V N Lu w a w U) JOB NO. 112066 SCALE 1 " = 30' SHEET NO. 24 PARK & PLAYGROUND SEATING OG (6) TOTAL OH (2) TOTAL T (3) TOTAL _ — 01 11 OO PROPOSED 0.4,1ACRE5A OD G TOT L6T"AREA 6,5oo SIF <ffN \ \ \ E- LOT.. AS Tf M f0U \ \ t / LOT ss9 i I \ WIOTN A11E2 71 G \ \ LOT vA I LOT vvS LOT zz4 LOTvv3 LOT vvz LOT ssv I WW-II _!` \ \\ I ¢..I I LDTno LOrvn9 s LO Q I TmI LOTvab / \ LOTPu4 \ �� \� A I ■ \ 1 1 I h. I'� iEfilll!11-- � 1 RESIDUEAREA RESERVED FOR PHASE DEVELOPMENT P ACRES 1 AFFORDABLE I — — :- , LOT Wd LOT 93 I h l \ >\ OPEN SPACER GeCyC CVO ' LOT9x I I \ o.43ACRES �Oq c'F 1 I II. Iil ii _ I LOT 09 • V Aa PHASE IV FUTURE DEVELOPMENT TOT LOT EQUIPMENT �A (i) TOTAL HORIZONTAL ;i © (i) TOTAL TOTAL QD (1) TOTAL EO (1) TOTAL DISTANCE TO NEAREST \ INTERSECTION CLAIBOURNE ROAD AND PARK RIDGE DRIVE)=Jos' A SIVE ' ' • ' '_ - _ I I LOTbv / \ RECREATIONAL \. / • \ • J I LOT bx \ AREAS / _ --_o ._. \ Pa — SF _PARK RIDGE DRIVE_ •" .. ... OPEN SP ' n PUBLIC ROAD IbR/Wj — v '� 1,01,76 do AC I\ ©o \ — I. I •• •. ... .. OT 65 g1(EYOTS � �W d a.aB ACRES % — - • .: :LLoPENspaers `De ',. SCOTT /R. C196LLINS Lic. No. 035791 0 4/4/22 �SSIONAL E�Ot TF11EN rrA LOT74 \ SFD I / LOT66 SFD I LOT 72 I LOT 54 / / \' SFD ' . TiIi, SFD I0z 58 ACRESF _I �� LOT 53 LOT Sz II I LOT sv \ LO 67 LOT 71 LOT 75 \ D z M / \ 1 � LOT 4e / Lora � / , � \ LorxJ SFD SFD coQ \ / LOT 70 / SFD LOT 68 (�I / / / LOT44 SFD / / \ \' co \ L Lorax o OO a i1fVfRs .. J . Lorv6 / .. cRonO Sway LOT 76 /1 • :`:.:.LL.:.:.• \ — — O SFD \ \ s . + . . . . . . + + + + + + + + + + + + + + / O "%�\ I ;. I / _ '.•... LOT 6 i / ( oTx / / / / SF LOT CV :'.•:'. •.`. •.':'.': \ PASSIVE ° LOTx4 LOT 64\F _ CD ........ / TaIT 1 I N Q RECREATIONAL , • / \ I / ° \ / / LOT 77 \ \ SFA (\� .•.-.•.-.-+-.-. \ \ _ i SFD _%__ / / z .•.��.•."-.+--.r-.'..-,'1.1'ooSF`LLolt.I�. / LOT3o /% /I \ \ /l \\ / LOT78 LOT Q [—i Z .......... . ' � '- \ ,'\ •\.'(. /./ / / / \ \ / SFD / LOT 79 > LL \ ���� `1, `. :'.�t. �''�� .�(. ',/./. / / / / LOTv3 / \ \ \ \ SFD \ /• `+•+•+•+• \\\� -`+�\- \\ \ ORIMWIN"AT LOT m \ / J ^\\\\\ \ • • ��' • • -MANAGEMENT - / / \ \ \ L O /\\ 1 • ST\CILITYER4,1�. SFD JI _ / +•'.'. `.' _ .`/• / /f LOT32 / \ LOTxo \ \ _ --PROPOSED \ ' LL �` / // f / \ \ GREENWAY OPENSPACEF .'� • \�f/�./f-•./4� \ \ \ \ \ \ \ \ .,•� \ ® [—� 58 A<RES LOT 1x '.'EXTENSION+•. '•\� + ./f• ./`. / :/: / / / / \ t-1 \ . \�u\/-//. p•/ LOT LOT, \\I LOT 81 + + + ! 9 +- \ + + \ `./r+ /•,i� / / .: l \ � = O `.'.`. `.':`.' rJ / � . . . . . . . . . + . + . SFD . . . . \ \�•I. .I .�' / / / — � ` / \ J� � '-'.OPEN SPACE � LL.I \\ ++'.'.'.'. `• •\� / LOT 34 ..� / u• LL \'+• . , • \ LOT, LOT 82 JO J SFD Q awl/ 1--� J / d LOTS EXERCISE STATION EQUIPMENT OJ (i) TOTAL GROUP FIT Group Fit 1 Group Fitt Pmaun Number: OTSMI FWua Hurrider leV s said. amnne¢ors-6 Pon. 4ueA +2.h Canneuas.21.r.�rnewrs+4PCYe Arc Traverse Weigm BDm •TVi mats—arelm M Strong awgh to handle added suspension trading arm chest and g; pP ng muscles l Ooreatimtheperfec[outdoortanning Z Z m.Mils n STATIONS FNe esamise, stations can be used as standalone events or configured together, oneironment for either small groups or Individual woreeN. Posts, signs, and quarter clamps sold separately. 11 A.b Station V/aigM.II016 oevtlhnalO npewmies e •wgrlg abdgm deism leg maeClg .� Pull Up WegM EOIb p •Dw;gdadfanadtre.aeriam.am dow9rop«biac . Worla arm. ched. and gripping muscles11 ' F mz vp m F m 6 Monkey Bars Press Station Adjust andiname lediale with throph 9hrti t • Wares :in and ehnt muscles weight: B6In n N Grip IX off challenge wMvers n trarg •U pi station for multiple users a •W ks arm. chest. and pri read. m 6 t ` R Dip Station Group Fit 3 Group Fit 4 Pmtlun Numbe[OTSMl RWutt NumGx. OT5M4 4 shers 145Mrt Conrecom14 Pope 2aadje s.r Ghnxlw.2Ports Arc Ladder WegM'IIXllb Use for total body training MM st retching Total bay woMwt n Q & n•wgno 'O y n G Weigh: 82lb •Curved dep n wdeswPP ort 9 Pr back du for omni and leg rz and, ehen bae� \ abdan nal and leg m lee I 1 Step Station ,.� for Wall•Tw height ng stepping tlj pin • Warps leg musces m Cargo Net 5' (1.5m) Weight • Offers wide radga of total body exercises and abdA hing . Total body warla;ut NOTE: THE PROPOSED MIRACLE RECREATION PLAYGROUND AND EXERCISE EQUIPMENT CAN BE SUBSTITUTED FOR AN EQUAL PLAY EQUIPMENT PRODUCT. JA Cargo Net10'(3m) weight:leolb • Lange so. allees for strength aid agility aerdseadvaraddRflwRy TaalbdN oroded 09 Row Station Vi" "°°" a R'pl ham pospons Mr upperbMy WII'n.M °sinus difficulty limas Woree arm. beiand ohms[ muscles I I— LOT 35 BARKLEY VIEW COURT PUBLIC ROAD ($4' Rhi I I \ PROPOSED \I EXERCISE I LOT36 WI LOT4 \ \ STATION \ I m 2,800 SF i _ _ 20 I ` Lors Lore . r C ¢ \ J \+�\ O V / \ LOT37 I LDT3 s ACRES .'.'.'.'. LOT 38 LOTx . .T . '✓.+'.'.'+'.'+'. + \ LOT 39 LOTv T' •`�.\ / GLENBROOFOOTHILLS `.\• 1 LOT 4o PHASE IIB F\ / 1 \ OT4v \ LOT 86 SFA LOT 87 SFA G \ LOT 83 SFD LOT 84 \ SFD LOT 85 SFA / C SC ( IN FEET ) 1 inc'h� 60 II pi L Ui U O U LOT 94 LUZ LL. SFA L_ cl, I V LU I I ui Q LOT LOTI LOTI LOT 93 SFA ® yLyL/ SFAB I 90 LOT SFA I SFA I SFA LOT \ SFA I I (OPENG PACE LOTF1112IILO F1111 ILOT 110 ILOT 109 I 0.09 ACRES I SFA LOT 108 I LOT 107 SFA I SFA I SFA V iiiiiiilllllllllll � pWP1/ LL OPEN SPACE ci eye 0.09 AC \ SFLOT 'lQi^•1)LU LOT \ \ SFA l'1.. Ur Uri LOT105 \ CAI \ SFA H LOT 106 \ LU SFA 0 LU LU JOB NO.