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HomeMy WebLinkAboutSUB202100155 Plan - Revision 2022-08-30GENERAL NOTES OWNER: GLENBROOK LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. GLENBROOK AT FOOTHILLS PHASE III 455 SECOND STREET, SE SUITE 400 CHARLOTTESVILLE, VA 22902 AT77V: ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST SUITE K CHARLOT7ESV7LLE, VA 22902 (434)293-3719 TAX MAP NO.: 1. POR77ON OF 05600-00-00-05700 (DB.5039, PG66) - 9.50 ACRES 2. POR77ON OF 056A2-01-00-06200 (08.5039, PG.66) - 0.08 ACRES J. 05600-00-00-05781 (DB.5039, PG75) - 9.32 ACRES 4. EXIS77NG RIGHT-OF-WAY (PLATTED/ NOT YET DEDICATED) - 1.04 ACRES (SEE SHEET 3 FOR AREAS & PORTIONS OF PARCELS) TOTAL AREA: 19.94 AC. ZONING., R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT, WITH MANAGED SLOPES OVERLAY DISTRICT IMP 56-57D AND IMP 56A2-1-62 ARE LOCATED WITHIN THE ENTRANCE CORRIDOR NOTE- IMP 56A2-1-62 IS SUBJECT TO THE APPLICATION PLAN AND PROFFERS ASSOCIATED WITH ZMA201600005 AND ZMA2021-00015. DENSITY., ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT.6 DU/AC + 30 % BONUS DENSITY FOR POR77ON OF PHASE III DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE POR77ON OF PHASE Ill DEVELOPMENT WITHIN URBAN DENSITY AREA OF THE COMPREHENSIVE PLAN - SHOWN ON SHEET 3). PHASE h. 10 SFD UNITS WITHIN 3.61 ACRES (BY -RIGHT R-6) PHASE Ill: 144 SFD/SFA UNITS WITHIN 19.94 ACRES (BY -RIGHT R-6) PHASE V.• 35 SFA UNITS WITHIN 5.84 ACRES (BY --RIGHT R-6) TOTAL PROPOSED DENSITY = 189 DWELLING UNITS WITHIN 29.39 ACRES TOTAL ALLOWABLE DENSITY.- 6.435 DUA (22.29 AC x 6 DUA) + (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 THE (12) 1-BEDROOM RENTAL UNITS) OPEN SPACE.• TOTAL OPEN SPACE PROPOSED (PHASE Ill) = 6.029 AC (30.247) TOTAL OPEN SPACE REQUIRED (25%) = 19.94 AC x 259 = 4.99 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION, WITH EXCEPT70N OF A POR77ON OF OPEN SPACE F WHICH INCLUDES A GREENWAY EASEMENT (2.289 ACRES). THE GREENWAY EASEMENT WILL BE DEDICA TO THE COUNTY OF ALBEMARLE, VA FOR PUBLIC USE. ALL 07HER OPEN SPACES AND PORTIONS OF OPEN SPACE Sh BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0.422 ACRES OPEN SPACE B = 0.429 ACRES OPEN SPACE C = 0.206 ACRES OPEN SPACE D = 0.044 ACRES OPEN SPACE E = 0.085 ACRES OPEN SPACE F = 4.843 ACRES (INCLUDES 2.289 ACRES OF GREENWAY ESMi RECREATION AREA: TOTAL AREA PROVIDED: 55,125 SF (NOT INCLUDING THE GREENWAY EASEMENT WITH PASSIVE 7RAILWAYS) RECREA77ONAL AREAS INCLUDE A TOT LOT, FIRE PIT RECREATIONAL GRASS FIELD, BENCHES, PASSIVE RECREATIONAL AREAS, DOG PARK, AND EXERCISE STATIONS. THIS INCLUDES OPEN SPACE A,B,C, AND 9,083 SF WITHIN OPEN SPACE TOTAL AREA REQUIRED: 200 SF x 144 UNITS = 28,800 SF SEE SHEET 25 FOR RECREATIONAL AMENITY PLAN FOR THE PHASE III DEVELOPMENT. PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXIS77NG CONDITIONS PLAN SHEET (SHEET 3) BUILDING HEIGHTS., MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET NOTE: VILLA UNITS 1-1/2 STORIES (MAX. HT=25' & MAX. FOOTPRINT= 1665 SF) - BAYBERRY UNIT TOWNHOUSE UNITS: 3 STORIES (MAX. HT. = 30' & MAX. FOOTPRINT= 800 SF) - BALFOUR & POPLAR UNITS MUL77-FAMILY: 3 STORIES (MAX. HT. = 30' & MAX. FOOTPRINT= 5,544 SF) - 2 OVER 1 UNIT SETBACKS., FRONT.- MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM - 25' MAXIMUM SETBACK SIDE • MINIMUM - 5 FEET UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM - NONE BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR. 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT.- NONE TOPO & SURVEY: TOPOGRAPHY PROVIDED BY A COMBINA77ON OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS IN( ✓ANUARY 20OZ GRADED AREAS WERE FIELD SURVEYED IN 2017 THE UPDATED BOUNDARY LINE INFORMATION WAS SURVEYED AND PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN OCTOBER 2021. INFORMATION FIELD VERIFIED E COLLINS ENGINEERING IN DECEMBER OF 2021. DATUM: NAD 83 EXIS77NG VEGETATION: PAR77ALLY CLEARED AND GRADED UNDER PREVIOUS LAND DISTURBANCE PERMIT. LIGHTING. NO LIGH77NG IS PROPOSED PARKING. REQUIRED PARKING: 1. (2) OFF-STREET PARKING REQUIRED FOR EACH UNIT SFA UNIT- 100 UNITS x 2 SPACES = 200 SPACES 2. (2) PARKING SPACES REQUIRED FOR EACH 2-BEDROOM APT. UNIT: 12 UNITS x 2 SPACES = 24 SPACES J. (1.5) PARKING SPACES REQUIRED FOR EACH 1-BEDROOM APT. UNIT: 12 UNIIS x 1.5 SPACES = 18 SPACES J. GUEST PARKING (1 SPACE / 4 SFA/MUL77-FAMILY UNITS): 124 UNITS x 1 SPACE/4 UNITS = 31 SPACES TOTAL REQUIRED PARKING 273 SPACES TOTAL PARKING PROVIDED (SFA & MUL77-FAMILY UNITS): 224 GARAGE/DRIVEWAY PARKING SPACES 27 OFF-STREET PARKING SPACES 22 ON -STREET PARKING SPACES TOTAL PROVIDED: 273 SPACES NOTE: ON -STREET PARKING SHALL BE PROVIDED ON ONE SIDE OF THE STREET WHERE INDICATED ON S17E PLAN. A 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, INCLUI PHASE l 11A IIB III IV & V. BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGA77ON OF THE SITE. STREAM BUFFERS. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PR07ECT70N 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 M7H ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS 107HIN SEC77ON 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE W1774 CHAPTER 14. SHEETS 23 & 24 FOR THE LANDSCAPING PLAN. BUILDING SI7ES EACH PARCEL CONTAINS A BUILDING SI7E THAT COMPLIES WI774 SEC77ON 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. S7REAM BUFFER EXISTS, A: SHOWN ON SHEET 3. OFFSl1E DISTURBANCE. NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE 77E-IN CONNECT70N TO THE SANITARY SEWER FLOW / BUILDING CALCULATIONS: __R/SEWER: THE DEVELOPMENT WILL BE SERVED WITH PUBLIC WATER AND SEWER. THE WATER PRESSURE FOR THE DEVELOPMENT IS 2850 GPM AT 60 PSI. CALCULA77ONS.• 7HE MAXIMUM REQUIRED FIRE FLOW FOR THE 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 TOTAL ACRES OF OPEN SPACE: 6.05 AC TOTAL ACRES OF ROW 3.55 AC ' SEPTEMBER 28, 2021, THE ALBEMARLE COUNTY PLANNING COMMISSION 'PROVED A REQUEST TO VARY THE PRIVATE STREET SIDEWALKS AND ANTING STRIPS SUBJECT TO THE FOLLOWING CONDITIONS 1. THE DESIGN OF THE SIDEWALK AND PLAN77NG STRIPS MUST BE IN ACCORD WITH THE PROVISIONS OF SEC77ON 14-422, WITH THE EXCEP77ON OF 7H£ LOCA77ON OF THESE ELEM£NIS 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 F007HILLS - PHASE III, INITIAL S17F PLAN & PRELIMINARY PLAT," PREPARED BY COLLINS ENGINEERING, LAST REVISED MAY 20, 2021. 2. A MAINTENANCE AGREEMENT FOR THE SIDEWALKS AND PLA77NG S77?1PS ASSOCIATED WITH THE PRIVATE STREET MUST BE RECORDED WITH THE FINAL PLAT. FINAL ROAD PLAN SUB202100155 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 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) 57REET 7REES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) l7E TRIP GENERATION. TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERA7ON MANUAL, 107H EDITION CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 124 DWELLING UNITS (100 SFA UNITS & 24 MUL77-FAMILY UNITS) AD RATE - 7.32 VPD PER DU = 908 AD (454 EN7ER1454 EXIT) AM PEAK RATE - 0.46 VPH PER DU = 57 VPH (12 ENTER/45 EXIT) PM PEAK RATE - 0.56 VPH PER DU = 70 VPH (46 ENTER/24 EXIT) 6) ALL ]RASH SHALL BE COLLETED BY A DRIVING DUMPSTER 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 LOCATION OF THE RETAINING WALLS WITHIN THE PHASE N DEVELOPMENT. 10) ROADWAYS AND PAVED CIRCULATION AREA = 148,990 SF. 11) THE PRIVATE 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. RE c �. OVSE Z�I T F S �IAILR � ACk' UBJEC / SITE �. I / Jl�l � it i L'ICKINGHOL BASIN I F- irrr r '! h� F - OUTE v � l l VICINITY MAP SCALE: 1" = 1000' FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 1A PROFFERS 2 EXISTING CONDITIONS 3 OVERALL LAYOUT PLAN 4 LAYOUT PLAN 5 LAYOUT PLAN 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 NOTES & DETAILS 10A NOTES & DETAILS 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 LANDSCAPING PLAN 21 LANDSCAPING PLAN 22 SIGHT DISTANCE PROFILES 23 SIGHT DISTANCE PROFILES 25 TOTAL SHEETS ROADS LEGEND EXIS77NG CULVERT 0 CULVERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER a 0 PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEP7H OF EC-2 DITCH EAR7H DITCH ® DRIVEWAY CULVERT BENCH MARK _ _ _ _ _ CLEARING LIMITS T - - - - 201- - - - EXISTING CONTOUR PROPOSED CONTOUR zoa 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVA 71ON 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 A31. 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 METERS)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY 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. Cl9LLI: Lic. No. 035791 8/29/22�� lql�L ECG: 00 z w f O a1 W � U (.� m Z Z p °� o u>> F W z z o � g (II K > d z z w� In In g z O w U N 0 0 oU Oe z_ z z d LL 3 3 � r-i J Q (!1 LU 0 z z a Q Q m w W z z K a LL lL / J U) LU J Q ' Q z_ W d fY w w Ln w z luiIN IN IN IN IN IN IN i., A N c�:' z L J z ~ M CO 06 � J CO WNO O� WNo/ / Or' Z __J Q z 1--q (n L9 F__ ll-�0-0 0 i w z a Cn O W C Q I 2 Y a- U LU L J J Zw� LU lr)� O J � '� JF_�/ LU 0L � Y O (C) . an O�.�/ V UC) N z W �J w w a � JOB NO. 112066 SCALE AS SHOWN SHEET NO. 1 PROFFER STATEMENT FOOTHIELLS CROSSING Date: February 6, 2017 ZMA #: 2016-05 Tax Map Parcel 0: 056A2-01-00-06200, 05600-00-00-057Co, 05600-00-00-057112, 056A2-01- 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 (05600-00-00-57CO3 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 (LI) to R6. Total Land Area: 37.93 acres Pursuant to Sections 33.4 and 33.7 of the Albemarle County Zoning Ordinance, the Owner 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 term "Owner" as referenced herein shall mean the owner(s) of record and successors in interest of parcels 056A2-01-00-06200, 05600-00-00-057CO3 05600-00-00-057B2, 056K0-00-00-000A2, and a portion of 056A2-01-00-06100. The Application Plan shall refer to that certain Application Plan prepared by Collins Engineering February 16, 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) Rep ro hn' g Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the 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 Proffers 5 and 6 shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index C MSI') for masonry walls in the Mid -Atlantic. Time 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 NEI. 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 Ridee 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 Greenway 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 (101h) CO for a single family dwelling within the Project Upon the request of the County, but not prior to the issuance of the tenth (101h) 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-llind 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, ii) the Pedestrian Tunnel and iii) the Greenway Trail improvements, (collectively referred to as the "In -hind 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 Turmd') 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 Impprovements Projects. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right 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 infrasttuctute,.i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 5, the number of units allowed by right under the R-1 Residential zoning is thirty five (35) single-family detached units. A "market rate" unit is any single-family detached unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 6. The cash contributions shall be Seven Thousand Three Hundred Thirty Three Dollars and Eighteen Cents ($7,333.18) for each single family detached dwelling unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 6. In other words, the cash contribution for market rate single family units shall begin after a building permit for the 35th market rate single family unit is issued and prior to the Owner obtaining a building permit for the 36th market rate single family unit. The cash contributions shall be Five 'Thousand four Hundred Forty Seven Dollars and Fifty Seven Cents ($s,447.5� 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 Parcel05600-00-00-057B2: By: CHRISTOPH R DAm By: EDMUND . DAILYY By, �. C �01110j �), CIFMHIA L. DAILYDICANIIOO ....//�"+ Date: 1 b 4 20l / OWNER of Tax Map Parcel 05600-00-00-057CO & 056A2-01-00-06200: ROUTE 240 HOLDINGS, LLC, a Virginia limited liability company By. 0_& ALAN TAYLOR, 0`V-n"uz1z60 0FF6`e'n Date: Fr-6 1 2.ot7 Page 7 of 8 6. Affordable Housi The Owner shall provide affordable housing equal to fifteen percent (151/6) 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 For -Sale Affordable housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the uait(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 (3°/u). 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 as such qualifying 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 056A2-01-00-06100: ROUTE 240, LLC, a Virginia limited liability company By: OA—ril. ALAN TAYLOR, A-t,Tvt-orttir>o vr"c_wr` rr Date: `- 6 �6 j' 7-0 1 '1 OWNER of Tax Map Parcel 056KO-00-004000A2; FOOTHILLS CROSSING, INC., a Virginia corporation By. !/ ALAN TAYLOR, A%JT1t- VL4'Z-g0 0FFrc-(3yZ-_ Date: 316570676 Page 8 of 8 SCOTT/R. CLSLLINS Lie. No. 035791 0� 4/5/22�4 �SSIONAL E��'� z w J Q V QLn w z a Z p = dS w V in a o W g OV c, z d Z r) J Q Z F LUa Z U 7) O � Q 7) J p O Cr Q Z O w a w LD ,Iwo ,-I J VI IV w y� W Q z Wd 0 w > Q 2 Q m w rr w J 2' J W J Q Y W z w a � � o in w .-i LU M M n to L!1 Q.--i rn V O O O O 0 Z ti M CV W" CV W04 Z Lq J L9 Z O Q W3: t Y I1J Ul ZU) LU w J� J~ LU 0¢ U� z J 1--1 J I --I 06 0 Q Q z 1 U) �I I� LU LL LU U_ I� O Q O 0� z f- LLJ �J w w a � JOB NO. 112066 SCALE N/A SHEET NO. 1A O c - - - - -- --- \ -- _ \ N - - _ _ V• A - . A -t\� mil/ I I A ROAD -ROUTE 2D40 - - -- - \ I I 11 cy° MAT I E�.HIS SHEET v1EASEM NTRY SEWER I \ �66° v v I �LTH h I - _ _ __ ''_ 20- ` - - - - -- -- 19 G 235 --- /'' \ _ - - ---_- --- _. 1 - ------ -- � _ - _ - / / __- - � _- _ ----_------_-_- _ -. EX E LOT _ _ Ex. zo' acsA sarvrraRr \ \ /.I\ __ -- -- __- -- - - -- -- - - _ _ _ ___ � ,�I I \ � \ \ �a SEWER EASEMENT \ � \ I \ � � � i , \ \ ASE Q G ! I ' � V t�" oe 5389 6 V AV A IST G L T LIN \v � v v I / - CSX RAILROAD - - - - -- --------- -_ --__ ---- , -----/ ,I \ b I \ j I \\SCOTT R. LLINS v� / �.-. , A A A / O __ _ - POSTED SPEED LIMIT / �./ -- - - / / �� / 'I I ' \ r- I\ \ \ \ XISTIN I \ \ \ \ FUTURE \ \/ U Lic. No. 035791 , 25 MPH - _-, / /' _--------- // /. / \a�\t L 1 \\\ \ PHASE -' ---- -- - -_-- ' �_- -----� '.'�.%, 1 { EI \118 LOT .off �,y. - _ I --- ---- S89-59'_55'W-555.4T _ - - - � - - -- --- -- -- -r - .'1".' 1 .'::1. \�•' \ / iv _` --- _ _ - _ - _ _ - � - - -- - - - - ----- - ----- ---- - - - - - - 6ss- --- _--- - - -- - - - _ --- -- `--- - - // i \ 4 2 '' v /5/2 __ S$9r56'47"W-21E29` / / 1 -_� TREE IN Obi' - - -' .. -I- --- ro0.- - - - ---- - -- ---- ------I I , 1 I \ I J' ` \ \ $ /� ;TURF 20'WATERL NE EASEMENT -- -- - � - \ v - A A A A � \ I : . B LOT \ \ \ OPES / D.B.611, PG.440 �1 --- A v _-_ \ �' V \ �_\ 1 - •1 4 Iry ' v ` STEEP SL / A -. 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I \ \� NER: GLENBR L I / \ \ ---678 I \ \\_ \__ \ \\ \ _ \ \ 1 I --�- \ o•. �.-.`.'.-.`_'-J1. 1 1 \ \ ` -.. / \ \ \ ,� \\. / _ _L / / / ACREAGE: 8.50 AC _ _ �-�-- - _ _ _ _,-- - - _ ENT ---- _ a7s ' . , _ se\ \ / EXISTING CREEK ' \ _ \ C \ '�\ \\ \\ E m - I \ '� \ ` \, -.r--_-. .1.. \ s l\ `:., \ \\/ ZONING R6R - - \ - ,---�-� - .-._.�� - \ see I \ / \ l 1 ♦ - I D I � r �.-Z _ v / I /, A- v _-1---_'.- \ , D.B./PG.: SIN /75 '% / "`YYY _ J -3 - ° TMP O56A2-04-00-000A2 ��: a... _._ / `v v r / I V / I / , v-� 1 I 1 '1`.' 1'''-I'`- ` VvA\':`v'•' ':'t' vv `USE: SINGLE FAMILY I 1 - � Bg i \ I 1 / -- m I \, _ COUNTY OF ALBEMARLE ' -[MP: 056A2-Ot-00 06200 - 1 / / I + I \ - / W\ ea�roa srreer W DEED OF DEDICATION TO ALLOW FOR THE EX. PARK RIDGE DRIVE RNV�, -� / / i .t / I ,-\ \ P , �, •,t)\•',-, \,', •,', \\ \ \ \ /\ ��\`�/ 1 R3oso' / M OWNER: GLENBROOK, LLC //� I / \ / / / •:«., , , , •I•, \\\ Co HILLT P T �\ M -, - I I 1. `." ..a.`_'. ' ` - \ `. `\ .�.•.: a:�:`:- \ \ \ \\� / Z OP ST _, CONNECTION OF PARK RIDGE DRIVE TO I DB. 4972 PG.726 ACREAGE: 1.893 AC - _ / / I X \ \ \ y s / L=392.29` 'a 'v - \ / \ `.�.'L` f.'.'. i.'.'. .\. `. \ �'.')' \ \� \ ���� (n , O S HILL TOP STREET HAS BEEN RECORDED, \ / v ZONING[--R-6 RESIDENTIAL _J I / ----- / / / �/ / , 1 I •1•' • { a'.` r\\ \ \ \�' \\ O /D.B.4850,PG.52 \ 1 \ I.`.'.1.'_`.".'1 \_ \ \ F F \ / m m D.B./PG.: 5039/66 - - m � / / / / / / \ L' . - \ - \ \ \ \ z\ - - I/-\ \ \ - \ d / co u�i. ' l / I 'V`.- _�A`.A.`.-.'.- v6xc 1 �6 !n I \ \ io USE: RESIDENT,IAL.. __-- o. M - - - _ i / l / / \ / \.'. '.l.'-'.'L'_'.'-'. t. `a :` \ sc - 'w 0 I 056 04- 37 I ej \\ \\h \ I m ^\ --- -_-_�\ / 1 '.,.Wo '\'`6Y ','`1.'. 'b. �\ \' , ". •.`.'.�. \ \ \ \ \ \ \ Z (A OR WAL H S RG IT DUN S89° 14' 56"W / \- - ` ` - / O PAN,J E-04-00-0 5 \ 1 \. - - - - / 0'. I. `.'.I`.•_-.`.-.`.' 0.7!030AC s 1as.a3' \ l i v / //� / ' LL 1� {1.h. . . . . . . - \ \ t(. �\ .. `. `. \.\`. �\ \\ / z %1`1 ,F L MAN 1 R=530.50' / 1 \- ` 1--'.. -LL. - \ \ \ \ 1 ZONING: R I RES n AL/ / JA B M L �v 1 A v L=71.72' I N / - ----® / / /� - 1' t ! V. A A y( / V / / u q'.B. 2825 .476 MA I Iv{ I \ \ --- \ / / .-.1 1 �- }\�� : :\{•:-.��-'•`- - ^ �.. \ \ \. ✓' / ^ O - yl ` / \ \ \\UY 1 / / 0.21 0AC E I \\ \\ h\ / \ \ f , ,. - T. . . .'!` \. .`. Ca\'�'.'. `.'. `.0 V/ i 1 / I/ ZO ING. p 0WI I I - s7a-- '�° / \ see / \ / --- �' /,' \\ '.P\.'.`I.`,'.`.'.`%`.` 1\� .\.- .\.. t'.'•.....,%*, \ , \\ '�I m % '� / FOX, CH OS'TOPxER 1, \ / \ \ \ / i - - -- / _ - - - - 1` "''I 1 `'\ , \: - : �\ . i ` - ` - F \ �` \ 1 m FBI W 0 RE I \ I 1� \\.. \ \ I 11 Q 1 Q I I R=469.50' \ \ \ , / 600-00-00-05500 .\'.'.'.' �. , �j �.B. S LPG \I I � �=398.92' \ t, \ ` I > � 1 / x&BiS5ICAIT / 533 III\\\ �I `\ \\ ,' / OWNER:.. CO TYOFALBEMAR� G/d� \� • \\•`• `� I //' Lu \ I \ \ I \ FINAN ADMINISTRATION R 14 - - -I - \ \•-•- // 0.2 O/ACRBs / I ° v � i vv � -vim v v v .' --- / / - V _ -:-f-' �, � t v `v A // // / Q 1 / zoWa :R-6 mE IAL I v V v v�� �v `v n, A v vv v S40°38/1P'E �' /�v--- - / - / ACREAGE. 2.19AC V I v -.*.........L._-. J- .,A'.�.-�.�....,.v u_,:\� I lI // I z i DB.s1s8PG. I2 v v / n v v - ZONING.- R-4RESIDEN L A - A---'F'\ •�• >,• -- �`./ I I P A A A v 152.44' / / _ V. --. '.A 1 I I I 1 / / I " v � --- 1 v 'v m Vvv -v // /� \ / / - - �' / D.B./PG.: 2397/431 - - I A •-•.-.' _ . .. I I I I I I v \ v e2 v /I - - ' / / / / /� '- i /'. I - �. - / " / _ _ , / V I I v � EX. SAN. - - - •\v v v v / / _ / / / / / / / / / / ��'�t I I 1 \ I v `, ,/ REMOVED - _ �, v\ //� _ -- _ / / 1 - / //// � - - v /� �-_-� -- I V vv vv Y R=469.50' - -- Vv�� -/// /i - -__--- I -. /.---,.s.� -_ i / _ m / - _ - i \ / � _.� f 11 A v /�- -,,�__,/ -- /� / A �. -� D � v v \ /%`� , 66 / , ---- o '8 - - � --- ----- / / ® \ 20' ROW TO BE VACATED � � � \\ _1I� v v A f yv �_/ /' m s,Q v EXISTIN TREELINE _ � v D.B. 227, PG. 380 � 1I-:- I In w L7 UT UT Z Z Z o _ w in V i � z o � g U L9 lu N Z U � In 7 Q 0 4 LU LU Z d Lu li L7 Q w LIT z a LU 0 LU w - ---____ I -m \ �/>2 /' �� \\\ �\ /' �675- \\ D.B.DB 3 G 544 (PLAT) \\\ � .:. .. .%..%`•i • W N N N N N I / �\ I n \\ \\ \ •\ \ TMP: 05600-00-00-057DC \, \\ / �' \\ \ ` S83°37'00"E 212.43' --ti--_S89°5307"E 366.76'' _ - _ _- - - - � - !`•' _\ I- M M In Ian \ 22 P _� -- S89°44'59"E 193.12' \ �\ '-�'•- I I&I \ \ WNER: GLENBROOK, LLC s� ' - - \ - - - _ - , - - \ \ r ' ' _Q 2. 6.59' 125.84' �v. ', `_�. •� i , -/- -�- � � � � � I I \ \ \ ACREAGE: 9.72 AC / $ \ \ - - - - ♦ ,% .., :. i-'� / \ I e v1 \ \ \ ZONING: F6 R€SI�ENTIAL _ / / °\ \ \ .�� r - _ _ ♦ \. .--'.` `%� , I /,- �1\I°I / \� PARK RID EDRIVE:.,::.:_:-..",%.,%.",.:::.:,:.:. _- -- ,.:`: *r _ / / o" \ \ D.B./PG.: 5039/66 � "IN\\ ��` ,-, --_- _ r ' z \ \ USE: RESIDENTIAL � / Nao° 38' 1 .31' DB. 5075, 664 \ �, - �� - ' ` `� r �` _ ` ` ` ' _ \ 1 \ \ - \ / 97.31' L �5 56' \\ � � .- •. �. .i. . . . . r LOT-15� r_ i / r -- R 5. 11 w I i \ \ \ \ - EX. SAN. - __ -1 Si ^ \ ; s- - i / V __/_ sx ��� - - _ ---- I I l v-----SWRTOBE --- L / / �'�� -`�.. �� - -��F t v , � . � -.-- - __ . . . � ____ ___ 0 _j \ I I -_ ... i I I V A v \ REMOVED -�6'G / ' '/ �66�,� �r� � ;���'�� -- �' �' - , __ _ - �ST2---_� - \ , I / /\ \ \ \ \\f - / / ICI 1 - I - I Y I, �_ - -. -- r 674 o o J -I I I I / _\ \ \\ / .666---'\ // i / i1 I R=1350' - - - ___ _\\ - -_-- ♦l 74� - _ �• -•. "-'-' _ - i �,. ' /// I I I / \ \ \ \ °\. �- / \ / i , L=22.77 \. \ \-.,.`.`.': .� l'J / / 9 -- _ \ \ \ \ - � \. / _ � - \ _ _ i i / i I \. � �74 4' . �. _ �_ E[�' SP•A "` ` i - / \ - I \ \ �• / l _/ , / I aa9°52'-t3-"W�_ , _ _-_ .� �`.-.-.- �V:-!': - - ,. _' - , - / �s \ - 1 \ v / _ // / � \- -- ° \ I \ -Be \ / l i s� ,�(/ �� -- - --i \ �� `67�0-2r7A7CRES`e0' i` /. \\ - ,\ J I ; \ \ \ - /! SANITARY OF SEWER BE \ / 2 _ /�' nA / \ ® i- - - \ -87a .- . e . �' I ___1 I �,- /// i / � - \< A v _ - �6 i i 0 �\ L-16.54 11 96.78 V/ /'® , LOT ��-® r �- .i _ / I _ A �- p... / \ / ' --_ CN - s_- i i i _ ® _ _ H� - - _ _ _ _ REMOVED AND REPLACED i A A r C'J r / / _ SFD ^o \ I -'�6 r sse-- r / / A 1 I EX. ACSA SANITARY SEWER v - /- i / / � b ( / LOT 74 -�v `r° ' ' ' I I IN 20'ACSA SANITARY ESMT \ - ��- ,� $ w Q �I(/ QO % , .� SFD��'-\, ----�q- V F i / - d+OP 1 - - -- ' I D.B. 1997, P_ G.2356 \Z---- BLIF�-ER-,M NOTE: ALL SEWER MAINS AND � / , / / m W 4 � o / ,/ /'� / / , SFU� v ® E LINE IE // �\ A,N SPACF •- M I A I Q � / , , / , ^ ITT 72 , A , _ ' \v ---- MANHOLES UPSTREAM OF I / 1 �O �� /// / R ZONING NE ��� I ks� I - / I w 1 -_ 1 / `� / v " Q e b D- AGPES{-(31 EX-MH-Foothill-10-1 SHALL BE ' / � , \ / Ue� Q IO" / °n�" ; \ \I. �.p \ ' - J/II ------ ---i REMOVED // /� i � �v / Off. D O I 1/ l `9A I ® ® i I , - z V f- V•- LOT 132 / N 06 EXISTING LOT LINE- �,� _ v / 00 SFD 1. I < I " II i � - �� �'� �� 6 -66- / i , / i �l l l l � �(/ b / LOT75 ,/� �� �se.v,, •',\ SFA � Q _ LOT 67 ' - - - - 4 - 20' ACSA SANITARY \ ; 1 1 / / O ,�� m ti / ® / / -A I I _ v A 656A2-04-00-0 OAO _ -- -- --- __ - so - _ - _ m e.MRr t -- _ � ---- __ __ _ --SEWER EASEMENT i / / ry Q o , /i/ / / / / LOT 71 V ' bp.• V 'V A V ' OWNER: IDEV LACE - _ ____ EX MH PSV OS-17 scorn rnseMcx, ��-- ---- / , / / / / n ,°""e� ,; SFD/ , A ,/ -•s�-G ' \• V / Y - - os iem E. azs _ _ D6.5075, PG.664 �[[/ / / SFD / �' s A A LOT A N HOMED RS m _ _ . - -- �� . - 654 � � --- / � � , / / / / ii ,V ; °�.1 u'l I I ' r \ ® -666 ' e.' \_ �� \1A '� SFA / N j - -- - � - - - _ LOT 70 V A A .-° i ASSOCIATION, INC __- ----- - N -- --- / . / ee / / /a'J it I V LOT68 �I 'v < L� a`. \ ,. i i 20 l l l/ y�` _- SFD A \ ACREAGE: 5.69 AC . _-...e/. , . I ,�, + .'. EX-MH-Foothill-10-1 --- ----_ � _ � / / / / �� "� �'�� ', -- j -- < v - 1 SFD r -- LOT 61 v V'A V LOT 134 W ZONING: R-6 RESIDENTIAL I • - �- -- •`• • - TO REMAIN _---- � �\ / / / / / 2 "' i /� / \ ,' ' i `�' \ SFA \1 \C' \ SFA \< D.B./PG.: 3205/626 . - _ _ - , - ' - - - \ - - - . _ / ,�/ es:.. . - \ USE: OPEN SPACE FOR THE - I "I". --- , , , . I,., ,';`r' ��_� \ � �EX MH PSV OS-16 �\\\ /\ \--669' ' � ' / ////// / �' I I LOT 76 \ 0^ I_\ � / ® I � I / ��� LOT6�., ' �i- �'\ 1 PARKSIDE VILLAGE. I /, - .. 7. .'.'.'. :°.�e'.'�\.,s"e. \\ -- \� , i l / / / / ' i, i SFDI \ '\ \ ' 15 •668„, - `.T.`.'.'.'.'.-_'. . - \ �\ - - - - / I \ -�L LOT 9 ,\ Z w :: ' /.- ` = _ :�:�%.-_.: . , i _ - NOTES: NEIGHBORHOOD- 6 ,% . . S89°51'11"E 586.85' ----/ I_- / � / / / / � / / -6^ SFA - J " W� . , , , ... ` ' , \ -- _ - - - - -- - - _ l j GLENBROOKAT FO SHILLS 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED L J Z ' 1 N89° 5'I%1-1 "W 108.79' - • , i , , ` �` - 'i / _ - - _ _ _ - - PORTION OF EXISTING / / / / / / ! / / 9 L \. \• `-' • - \ \ \�___ - I I PHASE I - BY -RIGHT SECTION ., ^ I - ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. Noz�a.><- ' B•as - � ` . ` \ I / / - -- -- _ -_ - SANITARY SEWER / / / / / , / `�as° 5r 1r'w / i - -- 2 H & ~ - - _-k.\-.-. EXISTING TREE AREA •-\-- \ V \ / / /, _ ----- EASEMENT TO BE VACATED % / / / 57.3e' ' - / TOPOGRAPHY PROVIDEDBYACOMBINATIONOFROUDABUS I --,INCLUDESAMIXTURE ', ,\.�' ��', \ \\ / / / // /' -------------- - - l i l / ; , l ; i LOT 74 ^ _ _ \ / , _ U) - of EVERGREEN AND v A % -� I GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE L \ " . . °.\. . . \ I EXIT, CF(Yl$ i o / / / / r / / SFD - W F \ j / ' I\ INFORMATION IS PROVIDED BY ROUDABUSH, GALE &ASSOCIATES IN 1 \ DECIDOUS TREES \•, `O - \ 1 f I 0 -' - _ \ ••' '� \ \ \ I 1 1 \ \\ -L� � '1LL .`.t. .. i`i-'/ i I' `i / l ' / l %'/ /� _ \ ® L0�78 / q �- \ \ -- I _-I ". .'�.,:,.-. '\ .'... \...........' ,v . \ \ i \\ \ . .�\*`. �.` - _, ,1 .�` .�\. "��. jLL �! / / l' i' / y / � , i�/ /' l� �. / SFD -_/ LOT 79 /, / - _ \ \., OCTOBER 2021 TOPOGRAPHY WAS UPDATED IN OCTOBER 2021 I� -- �.\ • \ \ \ \ o •/ / / / / 67s___ WITH FIELD SURVEY AND HAS BEEN FIELD VERIFIED IN DECEMBER F1 \ \ - I I I11 - -- - "� \ .. `\\ Il. LL \\.. s \ \ i��� \ , �� :: �'. -'� `'. °\�.\:`.r' / / / q�//�`m/i / / / / % / / i / 20' ACSA WATER i \. -'-�-_ i SFD- �- °,' \ \ _ - _ " /,, tSj i \ \ \ \� i\ \ \ \ •, �� W `\• I �\` ,` ,. ' , . , / / /I I � / l / , / i t , l/ I I _ - \. - _ ® O �I L I I - \ • I J \ '� \ �� \ \ . / / / / / / / ' / / EASEMENT I �. \ - \ 2021. \ _ a�°,\, \ :\. I, \\ \ \\\ \ ,` ;ry ._,LL,. ;-f;- / // / `� \ - -� ® LOT80 b72,\ J 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. Z J - \` • - • \\ \ �/ / / / / /D8.5075, PG.664 , n. v _ Sn.1. 1 V i.,• _ •V-." v v VA A .�v > .` / / / / i r v� - \ SFD \ i� � THE MANAGED STEEP SLOPE IS LABELED. \ I >�� \\ ��'. \\'-'p' Y% `- \ t\ 'r. iLL ..i r. F�C// /; / /� _�l / l �' l i' / I �� sg3'pj"`'_ �'\.�, F " NI \ J T•: `�:/, , , ( \ `, , ,t , \ k �\ \ \ \ \\ W 4. 100' WPO STREAM BUFFER IS SHOWN. THE 100' WPO STREAM \ \ i.� -G I I i \ \ 1 /l. . .\. `.'.\' \.-. `. \ \ \ \ \ \ �, q., i l /r l r/ i � r 2q _ \ Q _i. .` \ �-_ _ _ _ \.. \ ♦ - \ \ ?;, < / / ( �- I j - - F BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM. / 1 \ / `•' \ '-'- \ ♦ ° ; ; ` \///\\\ 1 LOT81 Q/-`:;'•'• THE STREAM WAS LOCATED BY ROUDABUSH, GALE & ASSOCIATES. U i' s/�" - I \ 1 �l . \. .l.'.\•\.,.: 1\. \ \ \. PORTION OF EXISTING i \I\ / l / i \ \ _ �- `� ° - I / //� \ \; 111 I .'`.'.'.-.\\'.'.'\ `•LL ♦♦. SANITARY SEWER TO BE 'i� �% I it l i / I i / \ Sj \� -T�_f _ �.Q . i. .. J.LL. . .�:C. - - - �20 \ 2ao L.L r \ \ � �i` ---J \\ `\ 1\1 \ `,:-:...-(_...\\ . .._`\` ♦ REMOVED AND REPLACED / J ' / // / '-_j \ N29°28. .E u. \ / \ SFD J-jam ` .-.OPBN. f'ACI. �I ,'L T\127 1 - \\ i /� / \ \ \ \,'.'. \' .\. `.'...-��\-. \♦ \ i/ 1,---J-J' / \\ - ,EXISTING TREE AREA 9.89; \\ I 1 m0,� /. ... LL....- .LL..,'•: •50 0 o i ,/ w �\ I \ \ .\.'.' - .'r - '. \� , ♦ / / / / \ INCLUDESAMIXTURE A ® _I. �U y. `F .`D.4 A REST• _ , �+i P/ \ _� �o - -00- 0500 /% � \ � . �,.,.`.<... �. \\. .\ \ ; / / \ 20'ACSA SANITARY l �Y - ! .%.'.'.'.',-.'.-.-. t .':`.' / ' I _ --- \ - �"' /" �' J(IRBv.PRIDPM / / \ \ \.`�<.- ` \S. ` \ ,* Ex. 20' EMERGENCY l OF EVERGREEN AND -\ r/ LOT ry JQ> -/ ./. , . . .-. . ./. .I. . .,. . C.i.' ( - \ J \ \,-�- OR JENrvIFER \ EXISTING I'.`.`.`\`.°.`: ':-:-\\' `:'..... ♦ :I �� ACCESS ROAD `a \ � DECIDOUSTREES I / �� SFD Q /•.7-•... - `;. `, .`. :•t.i.' )_ --_ \ a, _ / - - ♦ , / SEWER EASEMENT r . - . . ` . I. . ". • \ ul J / ' - -- - - \I \\ . : : :� ... .�� -.'.\\ ° ` \\ `j \..♦ ,' DR EASEMENT \ /, D6.5075,PG664 as3oo' ^ .\ / .'.'. ./;�`- 1 ii-, ft. LOT126 0.2390 ACRES / - _ _ _ ' / -- - \ r ZONING: R-6 R IDENTIAL \ CREEK , / / �\ ? \ 1 _ _ - - - D.B. 2229 PG. 29 \ . . 1 . _ . . ' / / - - - _- _ - _ \ \ = 3 No. Parcel ID Owner Total Acres D.B., Pg. Zoning (n usE: RES L / _ \\ \ '.'.`_'\'-.•.�.• \ . \ '/ _ _- EXISTING BOUNDARY OF Y 5.as' 1 OS6A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JRTRUSTU/A DTD 0.110 4122/202 R6 X ��6', I \ v V " _� 2 056A2040006900 PETERSON, DANIELLE ROSEANN OR DAVID LEE 0.040 4601/137 R 6 / I - - / _ ' v v A V A -.•\`.% ... .•. • 1 1 A - f ; i rn A A\ v/ / _ _ - �I _ _ A v v v v v _. _ _ - -' A / / - - REZONING AREA (ESTABLISHING LOT 83 - �v \ / ' -,•, ,`,'.-,`,a`.'. 3 056A2040007000 KING, JACOB MARK & MARIE EVA MADELEINE 0.040 5002/130 R-6 W I. ossA2 oa-oo-0oa0� �_ - ` / v v A v v ' . ° - - - \\ - - _ _ vy / / - - - THE BY -RIGHT R-6 SECTION OF \ SFD ' /I ��"� v, v v v v :`•A •, , � I : -v- --_ / PORTIONOFEXISTING20' 4 056A2040007100 DILLARD, WILLIAM H 0.114 3020/075 R-6 W SULLIVAN, JAMESJ d / -- / ♦ \ \ ,`.t,•, •,`, •,•, `,-, _�, /' GLENBROOK vs. THE REZONED J sslcnrrGA D l V A\ \V ♦♦ A A 1'...'•'•'v,-• 'A•v; - AV - L�__- / __ I \ I - EMERGENCY ACCESS ROAD / _ \ •, %, . - _ - _ / TO BE RELOCATED WITH THIS R-6 PORTION WITH PROFFERS \ 5 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 O /� I .1990AR-6RE�SIBETIAL ' `T- `.,� ` \ \ \ \ \\\ ♦ \ \ _EVQS-T5LL...LL'�j•; -- \\ PHASE OF DEVELOPMENT _ / ® \ 616' - 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2 I--'.1990ACRES i / I I \ \ \• \ \ \ \ \'\-_s-�h\ r^ '^ONINGG- / /"� \ \ � \ \\ \\\\" ♦♦ \ \ .0 i.'.\.- \ \ - // LOT 84 , /� I - v! --!___ :/ TIA I ry '�-/ \ \ \ \ \� \' ♦♦ \\ \\ .-t\.--- �'``'°•°• \\ SEWEIR TO REMAINNG --- / / _f_ j�ez•o�'io�«q z 19 - \ \ \� \ \ \ ` I. ` ' ' ` *A(- '. \ � TMP:-- 05600-00-00-057B1 _ I / / IGLENBROOKA�`FOOTHILLS •/ 9 056A20100067BO F00 LANAGAN, ROBERTMICHAEL 0.500 36778/232 R-2 rs -T=� � A V v' v - sAzoa-0ooe3�"'�- _ � - __ 1 \ \ \\\\\\ \� \ \� \ \ °•\--• _ \� �\ \ DOWNER: GLENBROOK;CLC \ \ / PHASEI- REZONED SECTION I / / 10 056K1000006600 AARON, PETER & LESLIE SCHNEIDER 0.150 5286/548 R 6 1 JONE�, MIN MARTIN --- � V V A A ` V A V C ♦ / ✓ A A -A' - - :: �� -: `_ EX. 20' SANITARY ACREAGE: 9.32 AC A V A / \ - I ' / W 1 _ OR -BABA BE H \ V V A V A A , v V - `.' _'.' . .. V. . \ SEWER EASEMENT A \ / / ' ` n/ o :_v � � v v A v A'.'.'.'.'. A �' ---ZONING: R-6RESIDENTIAL_ _ � ,/ / [[♦ ® �76 � 11 OS6K1000006700 EGGC LLC 0.130 5359/29 R6 LL -Y 0.2120 ACR v. V \ V A �A \ A A \ 4 • •� •' \-`-1^• DB 1997 PG 235 V A \ / / 'b _ % / 1 zoNlNc. s- fFESIDENTIAL o ' V � \ v V A \-,- D3.]PG__.: 5039/75 N- _ LOT _ / 12 056K1000006800 BALTZ, BENJAMIN MICHAEL 0.120 5460/531 R-6 D B aassP . --- v v \ � v v v v \� v „ -1 'A� v v v yyvv v USE: SINGLE FAMILY REBID IAL / SFA 13 056K1000006900 GLENBROOK LLC 0.110 5075/664 R-6 -/'�0< 0 Z I A \ \ V\ V AV A v V A\ i'. -.��.•. �_ A A ; IA.A A - _ I A \�V \ •i 1 _ / IAL �' \ �- \ \ \ \ \ \ \ \ I a \ \ \ \ \ /'� - LOT 14 056K1000007000 HILL BRANDON K & SARA M VALANEJ 0.220 5347/441 R-6 �r\ \ \�\\ J \ \ ` \ \ - ` - ` .\\. ` \ `\ \ // // , / a6 / \�\ ® \ ,//"_-SFA 15 056K1000007100 DUNN,CATHERINES&TYLERCDUNNAD 0.180 5457/729 R-6 V L.L o;sai-oa-oo-oozoo -r - d _\ \ \ \ \ \ \ \ \ N\'- \ ' \ • Ex. STORM DRAINAGE \\ BENCHMARK: % v\\ LOT es / , , /_ _ --- - 16 056K1000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 5398/250 R-6 I 0 B o ' �' � \ -� \ \\ \ \ \ \ \ \ \ o.': . \\_•• EASEMENT 1 ` / / \ \ SFA 61A - / O CO \ \ \\ \ :-:1:- -EX MH PARKSIDEVIL-1-14 1 �4 a2'47"W �\' - __ ,' // 17 056K1000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 5404/001 R-6 O I OR PAMEL }-� `I \ I \ \` \ \ \ \ \ \ \ \ \ \ �-_- '\ -:' ;s DB 5389 PG 75 \\ RIM=640' / / / 8.64' \ ORPAACREs � - � _ ` \ \ \ \\ \ \ I, \ % \ / / \ \ ' -' '1ti// - - _- 18 056K1000007400 GOINS, TYLER A & TAYLOR R 0.180 5393/262 R-6 7 ZONINO: R-q SIDENTIAL \ I \ \ \. \ \ \ \ \ \\ \ . - •, \. . \ , INV IN=633.7' / \ \1 ® \ / / _ N L ... R...... \ I SS D.B. 2275 PG o 6 -�-I, / / \ \ \ \ \ \\ \ \\\ \ •.'.•I'- _, •\-'�•\, / \ INV OUT=633.4' // / � / \\ \, / • ' o // 19 056K1000007500 GRAVES, S lUARTL & REBECCA W REID 0.140 5313/327 R-6 / v v V' / � \- _ - 1 / � / F W _ TMP: 05600- -0 -0�7�3 �- \ ` \\ �-•'•'•C- '- \ -' \ / / { \ LOT87 < / ' 20 056K1000007600 HARDING, DAVID PAUL & DORIS A 0.220 5247/747 R-6 U aEsro AL / / -�- V v v vA v vvv/\\, V b _ r i ,' v / / / -A 1 v g'/ I /' W F - _ _' _OWNER�STA E AR i OMP NIESI A v v vv v v ``:a `-` At11'1 � / v \ SFA /b-/ LU _ A-� . : v _ v / - 21 056K1000007700 MUCK, JORDAN K & MIA M HAMZA 0.200 5385/386 R 6 W \ LL I _� ,I / 1 A V A V A AV A` . LAL- / I / \ \ FUTURE v \ / �/ 'i I O ��-_ \ J �t� I \ \ \ \ \ '\2' ' \' ' ' !'. -� / ' \ PHASE \\ - ems' 66e f 22 056K100000780D STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 0 `.J Lu os6Az-oa oa-ogloo \ ACREAGE: 5.84 C / I 100' STREAM \ \I \'- -' i -EX MH PSV CIS-14 \ / , - / \ _ / 23 OS6K1000007900 HAYES, JOHN RIVES JR &SALLY ELIZABETH 0.190 5292/634 R-6 - � I I \ '7. ; �\�-' „-� '., -: \ / / / J / \ \ \IIB LOT / \ \ 'OPEN. SPACE LOT 112 � 1 "'�Ra+'O T'IN�F &, tRINE PICKP -ZONING: R-6 R SI E TI I I \BUFFER \ \ 1 1 �_ '\�...'. \ HLINE -SEE THIS SH� / / / , \ LOT 111 ]06 No. "'°°oa IoACRES D.B./PG-= -d 0 �L-�! I \ .I.. \ \MAT / / \\\ G SFA SFA ILOT 24 056K1000008000 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 I V A \ V A I I\ 1 .AA.A. I. „t.'.� . T- /' ' I I v v / v 0 09 ACRES /I ZONING:R-6RE 1DENTIAL / \I t`.-.� (.. FUTURE \ SF) 25 OS6K1000008100 STANLEY MARTIN COMPANIES LLC 0.150 5226I309 R6 112066 D.B. 4814 PG. \ ID " \ oax _� 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 r II 1 .\t��N -.'"I- 1.!' \.r. .\ \120'SANITARYSEWER \ \_%� � / \\\ PHASE \\ �..___ I 26 056K1000008200 HERRICK,MICHAELF&DAWN Z 0.130 5192JO57 R-6 SCALE / / \ 1 1 I 1 �. 1.'. °. \ EASEMENT 1 I -e ' / \ \ IIB LOT / \ , I� - :'.':'.`-',\'..t _ \ �, \ I 27 056K1000008300 EMERSON, CHARLES FRANCIS & JULIE RUETTGERS 0.160 5212/751 R-6 /�/ // � 1 I I >\ ..J .. \`.'..LL..I \ 0.8.1997,PG.235 / c \ / ss \ � 28 056K1000008400 BENEVENTO ANGELAMICHELE 0.140 5354/623 R6 1" = 60' - / 1 I % I I I i• Ex. 20' ACSA SANITARr)- ' ��A V I A \ FUTURE �\V v / / 1 1 1 \ �\ ` sEwER EasEMENr ,t A. - \ ExlsrwG LOT \ � /� \ PHASE `/ �- 29 056K1000008500 BOOKER, JUSTIN K & CHRISTIAN T. 0.160 5391/186 R-6 / / \ I I I h LINE \ °? \ ` i pATN K1 1 HARWAL MIT 1 2 2 R SHEET NO. c DB 5389 PG 8s \- - 1 - \ e \IIB LOT 16 U, 19 W, W - - - - - ILL-� / I 'i 1 1 I 1 \ Y 'l.`.'.". _`...` " i'. - I / / [6g�"L�C�/F� 30 056 000008600 S , SU V. 30 54 3/5 0 6 - -- / / /, �/ A L`.i. , - -`. ,1. , _ _ .. v V / v / ' 6 //' z, ROq��NF` -- 31 056K1000008700 QUINN, FRANCINE ELIZABETH 0.150 5465/519 R6 2 L _ OPEN SPACE "— — — — - - - - - - - - 0.422 ACRES 21 W F-1 VANCE, 0VIDH 056A3-04-0-SGOO ORRATRIENS O56 20 OPRANDY,IOHN O.INACRES ALTON, IOHNG OR CLAUDME ZONING R-6 ORANNA MARTA CLOUI3ER 056A24140P09000 RESIDEHT L POSPIESZALSKA 0.1810ACRE$ THOMSON, JOHNS D.B. 3135 PG. 189 ALTON ZONNG: R6 OR MARY RUTH 0.2298 ACRES RESIDENTIAL ZO ING: R-6 D.B. 4373 PG. 703 HARMON RESIDENTIAL ZONINGCRE5 D B. 2739 PG. 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CO6 W W W 056A2-III 0-0 5W 056A2-04INIM IEVACK, MATTHEW I MOORS, CHRISTOPHER OR LISAA C 0.1880 ACRES OR MELISSA ZONING: R-6 0,2260 ACRES RESIDENTIAL / ZO -6 D.B. 4446 PG. 488 RE m D..2934 .349 MISSET,TRAC60 056A2-W(K(I4900 MISSEi, TRACYC / REVS O�CRES .1840 ACRES ZONINQi: R-6 NWG:Rb REBID TIAL ESIDENTIAL OB. 34]7 PG 104 I E77 \ \ I \ J aRI rEgLLfr -�E H l \ \ �\ LEGEND: vnAM COUR \ �l �� EAS,`DT"e � �Lonzo\ \ \ �� ^ LOT ssg EMENrI \ C \ W / \\ LIMITS OF URBAN DENSITY RESIDENTIAL AREA (7.so ACRES) {// _ \ LOT av3\ Q+6� LOTaa3 T — I OI W I l r \ \ '\ \ LOTvv6 I M L®�aa4 LOT as a w w � 6 \ / I — = p )T-7 LOTa06 / L \ k� / o'_ b — — — LIMITS OF GLENBROOK PHASE I DEVELOPMENT - e' — , , c I I \ / / LOT ao4 \� \/ � / •^ Je I— — � � �� R LGTvoa W OF LIMITS / BEING VACATED WITH PHASE III DEVELOPMENT W _ _HILT TO�TRE T \ \ : \ LOT ioo HILL TOP _ I I o \ \ \ ! \ \ OT98 A6g1�CRpDGFD\ .. \ I h o I RESERVED FOR PHASE REIV S DEVELOPMENT 0.22AC o.n ACRES FUTURE DEVELOPMENT -0400 3W0 PHASE IV FE MANJ COBMB ',.II I-'.-�..` \\` GARET I I� \ �s TMP: 05BA2-01-00-08200 02 80 ACRE I \ OWNER: GLENBROOK, LLC RE RI. "TIA. ° ' I II OP N SPA E B \ \\ 1 ACREAGE: 1.893 AC 056A2-0 W03]W 056 -04- 3600 \ ZONING: R-8 RE9IDENTAL D.664 saaACRES DUNCAN, JAMESE FOX, CHRISTOPHER _ -----® \ �` D.B./PG.: 5039/66 OR WALKERH ®� USE: RESIDENTIAL SARGEW DUNCAN H & JESSICA H 03030ACRESACRES zQW pNING: R�L` ZDO.B/W18G2M5 PGA.l4]6 DH. 5158 TP1GAL512BESIIEN _ \ \ \ ..\ I LOT 96 LOT95 � LOT 94 LOT 93 I \ \ I � LOT88 - i O //LOT 85 I �� LOT58 LOT59 I I \\ � l P T LOT 64 _PARK RIDGE DRIVE_ _ PROPOSE RD PASSIVE ` \ / //T \ Pk/pq r,LJe\ l ppEN \ PUBLIC ROAD (6i RAJ) _ I I I .. ECREATION AREA OPENSPACEC \ , J l / fqC ��� l LOjNb o.o 'BAACEp ' I... osG6 ACRES \ \ SCOTT /R. Cb6LLINS Lic. No. 035791 , 8/29/22�� �SSIONAL E�O� z z W J 0 U U1 1n W _ z � a F o a W W ' O F Wes. U H F / o o g z z (II K z > U Q z F- 1n Dn O 0 z z z I w � LL V/ N Luu o a m z a a z a z — K 0 W w LL LL �a J Q M W —I> Q Z W d LL Lu Lu Ln Lu -Lu — ILP) Ul N OPEN o85 GRES o.OS � - Q N OT 66 -OPEN SPACE 0 q o .H o 0 0 0 0 0,27 ACRES LOT / z ? ea _ / / LOT 73 O LOT SFD I LOT 72 \ I L 6 OT54 SFD A�\ F /[� :. OPEN SPACEF •�� II LOT53 LOTR l I/l \ \ ...POR/FRoRf� \ \/ .. .: \ LOTI4 / See''/ LOT: / \ V! P1 qo AVA r ll L.L 4 4.R43 ACRES /S3 HM, \ \ .: / 4Q LOT i6 / \ _ / / / L-� / Lor so / // •. "\, \ / \ LOT / / / / LO D67 (y) Lor y / / LOT 7 / \ LOT 48 L 5 LOT 71 •.... ` ....Aam \ / Lora /. LOTV / SFD / SFD \ / �.-4 \ LOr4 \ \ or '. LOT 70 \LSFD LOT 6 N C-1 z8 I % 356A2-04-00-000AO -� .'!�.'. LL. •. LL. - \, /— LOT4a / 0 0 -J / LOTx6 \ `J IARKSIDE VILLAGE HOMED 1SSOCIATION, INC �' L — _ / \ \ / / LOT 76 R-6 AC 0.; \ \ — / SFD `.R-6 RESIDENTIAL ••\ oPEN SPAEEF / / \ LOT 5205/fi26 t -•• 4.843ACRE5 \ 1 I 3PEN SPACE FOR THE P IDS - / LOTaS / / \ - SF N V�J ALLAGE NEIGHBORHOOD . . . . . . . . . \_ \ • • • • - • • \ \ \ I - BY -RIGHT SECTION W �` LOT / �� / NBRK AT FOOTHILLS \LOF O I / / SASE �����` I OT a� I ' LOTy / L N s. r Lorn SFA . -- N o SFD LOT 65\ LOT 78 SFA W GREE EASEMENT J . / �- \ DEDIUTEDTOTHE / �• LL .. 1 \ \� .\ . �- /. a / / .I l / / \ \ / SFD / LOT 79 / _ ' OUNT°SFD VIA( a09ACRE5) \\' _ \/\\\�" \.\ \ LL\. \ 1F \{\ •\.-\/./ / / l l lI I LOTv3 \ \ \ \ \ / / \ J / �... �VA\�� �V�\ •w\\ �./.-% L 3. Lv vv �v / OT8 LOT /I I L 0 -�IR \ w \ \ / \ i \ � , \� �• � / / / / -/ � \ \ \. \ \ SFD LOT32 LOT vo / A � _ :•�:• � `�•\1wr=.6:f/p-../"a� l /l /,-' l/I / l /�/� ///// v vvv vvv� v '� � v � � � BECA JUSTIN 600 -- \ :':�`:' 5 V'�•\/�/�/�/'i`� / LOT33 :' // I i. / / LOT zz / / v �/ A \ \ \ V I L�T 81 �0 B56A2(X I'WCHARLES OR BARAH ANNfiLu oB6Aapo�sRas eNTAI. i I / I L9 W — — _ 056A2-0400.WNW OS6A2 f14-00-00500 \ >_" •' • • • •. • / / / / O �� ROTHMAN, 6ENIAMINA \ XIRBY. PHWP M , - -- -' ---- - '\ / I / LOTss // LOT 82 Qj J ORERWC SFD J Z W LU 0.168 0.2390 ACRES Q ZO G:R-6 RESIDENTTAL " ZONING. R-6 RESIDENTIAL \ DB n08 PG. 619 f' D.B. 2229 PG. 297 \ • ` • • • ) l I > :I l 1 1 N AG I..V /-. USE: RESIDENTIAL • • / I ,I I I LOTS \ / Q ANK I — / Q W FRANKLIN, ALANc � � — — --- . . . . _ — — _ LOT 83 a1174.0 ACRESON ' G56A2-a-ao- — — I I / — � SFD G� ZONNG: R-b ... ... . Su UVAN, JAMES J @ — _ 0. 1EW00D • • • - • : • : • ICROA0l54 RNJ D.B. 2952 Pp. IS / JE , - " / / / V990 \ \ J f ITT—' II / QJ ZONINGD.B. 5344 PG. 608 -ula BARK U,SE: RESIDENTIAL PU6L : ' 3. 056A2naWW9oo 1 I :•:-:-:•, '•`- — LOT 84 _ GOADHOUSE, STEPHEN I I I� ------ ---- . — — SFD OR URSCRES I _ _ \ I I 1 I I \\ \� \ \\ \ / �J,J ORURSULA _ •' D Bn 3551 PG 065I ENTfAL 056A2 O4 w-O — — J LOT36 LOT4 \\ I I / I I— JONESF AIENIJAMIN MARTIN �I / • • • • • •' • I LOT 94 I� OR E�i� . - \1� L _ 1 \ .I 02120RACRES I \ \ : L _ — — _ I ` I `\ \ \ LOTS LOT6 SFA z r � II LOT 85 ONING R-6 RLSIDENTAL 056A2-oo-W-OIW` I D.B. 4389 PIS 99 _ SO' ANHILL, IONATHAN 2 DENTAL �_ \ \ I — — — — — — ` 1 \ I I 1 I \ SFA \ W O ANDREA ''• ` i NiNc as RE m ¢ ` LOT 93 o: _ I I \ \ \ LOT 88 \ \ �. 41N9 PG. 39 J _ _-� ----- \ \ LL' ` I , I LOT 89 I SFA w m — J LOT3N I g Lora \ / SFA SFA LOT 90 I LOT 91 LOT 92 O Os6A2no-, Wzoo� — _ i / / I _ ffiI I IV LOFA86 I SFA I SFA SFA U LL- Ev, ALHAE _ _ \ _ w 0.2120 0ACRES _ A 056A24NA I. ZONMG. R 6 RES AL — / \ / " W m J~ KL TAN@S LLY D.B. 2275 PG .� 331 ACRES � USE: RESIDENTVil, ` •-'`•` LL' `• / I � � I / G:R-b RESID `. '.'.'.'.'.'.• . . Qa DB 2250 PG. 214 LOT 87 w I OT SFA I'1I _ I ` TMP: 05600-00-00-057133 \ ...T�•'T�. - ':" / ^ LL --- OWNER: STANLEY MARTIN COMPANIES LLC • •' • •.' • • • `, �� I \ i� / �/ �>�•. ACREAGE: 5.84 AC OPEN SPACE LJ_ O o56A2-04-W-001W ZONING R-6 RESIDENTQ^(`^ O O Rls'[W P&KAT EPICKRAI -- C D.B./Pc: s3se/soft ..� \ / / "OPEN SPACE LOT 112 I LOT 1 • .' - o.mm�cREs � ' LOT 111 ILOT 1 0.09 AC \ zoNWG. R�REsm /: I v 1 'G" SFA LOT 10 \ I SFA 9 ILOT 108 / • I' \1 0.09 ACRES I SFA SFA SFA LOT A /ND DBe: ResmENTw. �.�. �/ �. I \\ I \ / / IL SFA I SFA LOT A 4 \ LOT 107 F O \ 4o Vet RoAO // I i i i / \ LOT 105 7 0-07200 _ \ / SFA \ N L OZET PARK, INC �\ I \ '.uj C >;v. \-.-.'.'.'.'.'.'.'.'.'. \ Lora9 \ 4 \/ �f/ Ar OT106 \ READ E. L SFA JLu 1� Lu a (f) JOB NO. r, GLENBROOK AT OOTHILLS GRAPHIC SCALE GT4a / 112066 / \ \ / PHASE 11A600 & II- —REZONED SECTION 60 0 30 60 120 •" • - ` • OWNER: GMIBR K,o6U-C �2 SCALE . . • •.'.'.'.'. '.•. AC EA 8.502 A \ \ '4""x LL • C / / ZONI�: R-6 RESI MAL / •N II OI . . . . . . . . . Q\ . . . . . . . . . . . . \\ / T. \ .9. Go RESIDE AL 6 ( IN FEET) SHEET NO. 1 inch = 60 ft. ........ 3 SIGHT DISTANCE OPEN SPACE A - 63' NT 'NO PARKING' SIGNS SHALL BE f_ —=PROFOSEDWAL-L- — — — _ 0.4zz ACRES - - - - - - - - - �- (MAX. HT._6') - - DB `PG. INSTALLED EVERY 150' - - PORCH/DECK M �g • ' • • • r - PATIO (TYP.) 24TSTD. LEEHA COURT(TYP.::::::::::::.:.:-:•:-::::..............::. 'NO PARKING' SIGNS SHALL BE - - CG-6 (TYP.)- PROPOSED • ... _ - _ / r � � •- -•- DOG PARK -SEE-•--�•:--•-•-• INSTALLED EVERY 15o' ALONG LL 600'R - - - F y\ �O HH —SIDES ANLEE RD & LL \ \ \ \ \ ....: RECRPLANOSHEETMSNITY / LEEHAM COURT (TYP.) / \ vo \\ \ y\ \ ET 25 — • • R PRIV - � EEHAM 3R :::: \ \\ y\ \ h 33 zo z0' z0' �+ I s� yg AIIEV CoU T LOT izo \ m -- (Vq RT Yp � . VDOT STD. _ � � zO, _ R. WIDTIi EAS ECG-12 (TYP.) \ \\\ ` LOT 11g \ O Z EIbIENT ROLL -FACED PROPOSED GARAGE z0 ) CURBING -SEE a5 �\ \ \ LOT118 \ \ (TYP.) MIN. I zo'REA ETBACK I w h0 DETAIL, SHEET zo \ \ _ _ I 1n m — POPLAR — POPLAR I 20' _ \ LOT 11] \� POPLAR POPLAR POPLAR I O w ECK/ppRC 3� \ \ \ \\\LOT116 �A' �� DRIVEWAY ASPHALT PAVEMENT LOT 115 LOT 114 LOT 113 LOT 11z � j Q( , -, poprYp) ` ^ \ \ �o k \ \ \ SEE SHEET zo FOR PAVEMENT DETAIL LOT111 W w /�. LAR POPLAR \ \ % - 7I MIN.1o'DRIVEWAY 1 I J Q / LOT 110 LOT log poPLgR Pop - kp L T LINE \ / \ \ (SE 6P Zo - - - -)- I Z I w �I LOT 108 AR TVP.) \ VDOT STD. Pop - / zo \ 6' CONCRETE pN I CG-z (TYP.) IQ ¢ I� I LOT 107 LOT 106 uR / � ( YP.) �\ / \\ \N R 20 � °, _ - -- � - - z5' RONTSE BACK .) / zo SIDEWALK `\ \�/� 5M / I� PROPOSED VAR. WIDTH UTILITY, (P) STREET LOT 10 r a I 5 ¢/ \ 0 y EDRAINAGE, &ACCESS EASEMENT. ASEMENT SHALL BE VACATED UPON SIGN (TYP.) MAIL \ \ Z i 2 A I ROAD CONNECTION TO EXISTING F/C o H / OPLAR \ l 20' \ KIOSK \� \ \ r - ------------ THE EXTENSION OF LEEHAM STREET. _ HILLTOP STREET STA.11+43 /C/ Q / LOT 104 POpLgR \ / z (P) STREET \ \ / / / �, a A I --------- - - - - - OT SIGN (TYP.) v - 3 : zo' : zo' 20 zz L 103 pOpL a e S.D. ==80 I I / y/ A (rVP 5 / / h/ 20 \ . OT _ 3 _ — - ---- — — — — — — — — — — — -- VDOT STD. R1-1 VID STD. O STOP SIGN (TYPJ S' \ SIGHT DISTANCE - - - CG= J \ as / F \ LOT 10o PopLAR Ec 5' CONCRETE EASEMENT VDOT STD. =R\ \ /ONT rvaja ry SIDEWALK (TYP.) DB.PG. CG-lz (TYP.) x\ zo' �' LOT 99 pOPL \ ti o VDOT STD. Ri-1 0 @q AR O o OP SIGN (TYP.) \� Zp / q /� 'NO PARKING' SIGNS SHALL BE O zR o - --D•--335 v5R \ O SO`\ \ LOTg8 / W VDOTSTD.R2-1 INSTALLED EVERY15o'ALONG - 33 Pq� STOP SIGN (TYP.) BOTH SIDES OF LEEHAM ST L s \ pUe KR/G RESIDUEAREA VDOT STD. STREET \ �� I ICRoga EDR/V �' I z / O RESERVED FOR \ I = V PHASE IV DEVELOPMENT S `n ^D''33' �^ �� \ a W - 0.22ACRES FUTURE 'NO PARKING' SIGN ALL BE I I� S n� �C 9 / w I IQ mW INSTALLED EVERY ALONG % VDOT STD. DEVELOPMENT TH F �✓ NOTES: THE STREAM BUFFER(S) SHOWN 1 SHALL BEQ\ OAL MANAGED IN ACCORDANCE WITH THE EMARLE�N COUNTY WATER PROTECTION ORDINANCE. p� z. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF THE DEMARCATED AREA FOR THE CONCRETE SCOTT R. LINS BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT Lic. No. 035791 FALLS WITHIN THE REAR YARD SETBACK, IT MAY ONLY BE DEVELOPED AS A PATIO. NOTE, DECKS AND 1�10 8/29/22 COVERED PORCHES MAY EXTEND 4' INTO THE REAR IONAL ��Oti YARD SETBACK. 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEER DESIGN. 4. ALL WATERLINES, SEWER LINES, AND FIRE LINES 7 FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. F- z w f J 0 Q 0 W g Ln C� m m z z p °� w o u> F ¢ z Z LU g z .WF. o 0 N OO OU � z it w z z w LL _ ~` > C;6 a� z Lu a Q Q � a m w W z z O LL LL J U) --------- W J a Q w w � z d w W W m 1. BOTH SIDES OF AN RD I I �\ ° q CG-6(TYP.) PHASE IV �^ OPOSED PROPOS ACTIVE ^ \ \3 v5 " I 'NO PARKING' SIGNS SHALL BE N N N N N IM & TOTLOTAREA - SEE NI W C C C C C C C RECREATIONAL AMENITY RECREATIONAREA,� ^-VDOT STD. Rl-1 0 INSTALLED EVERYi5o'ALONG p L M M 1� to In N " R/� R/ PLAN, SHEET z5 SEE SHEET z -� STOP SIGN (TYP.) o BOTH SIDES OF LEEHAM ST TMP: 056A2-01-00-06200 ' .I- SIG T DIST E 5 (P) FIRE PIT AND ry Q 5 C C C C OT STD I � O� z I I C -6 (TYP. EASEMEN SEATING AREA V T STD. OWNER: GLEN BROOK LLC °:I I OPEN SPACE B , ACREAGE: 1.893 AC A A II DB.PG. CG-12 (TYP.) v I 32' 0.429 ACRES `4 °4 ZONING: R-6 RESIDENTIAL w ., zo 4 9 5' CONC. \\ (P) STREET D 5 STEP C NC.W/ I 20 ^ , ^ I SIGN (TYP.) D.B./PG.: RESIDENTIAL z STEP W/ - 20' SIDEWALK � � \ USE: RESIDENTIAL ( HAN RAIL - '` - _ 20' 3 - (TYP.) , a °®® VDOT STD. \ \ \ p \\ Q - - -o - - CG-6 (TYP.) /z . Z I - , i I AR SE BgCK - _ VAR. WIDTH SIDEWALK & I' o F/Crr�/C POP I -- z LANDSCAPE MAINTENANCE \ 0 S LAR POPLAR POPLAR ..I \ - • I 2 it I POPLAR POPLAR .. I — I,- \ \ •, °o \ASEMENT, DB.PG. LOT 9] I 18' E/P P LOT 6 LOT POPLAR O O I d ` o MIN: I I 9 95 LOT 94 I LOT 93 Z l¢ N U PLANTING oIN I LOT g1 STRIP (TYP.) w I - - - PROPOSED LOT, Pop % $ \ SIGHT DISTANCE M 7 > LOT 1z1 o b •I - - _ AR \ - I - - --- a ASPHALT Pop Q � EASEMENT � DRIVEWAY (TYP.) LOT8g qa \ DB.PG. N 07 SIGNS SH LOT 88 POP/ P \ \ CD a y5 p zp. S=FRON SETg / I LED VERY 15o' LONG LOT 8] qR (P) 6' CONC. \ 4' BIKE LANE W � VDOT STD. I VDOT STD. -1 ZOCK - I OTH S DUMB LDT ST / PEDESTRIAN \ \ (TYP.) N ROLL -FACED / PATHWAY P I N� CG-1z (TYP.) -STOP SIGN (TYP.) z8' CURBING -SEE LOT 86 W o P (P)STREET - S'F TS / / \ \ \ VDOT STD. Q SIGN (TYP.) Soo'R _ ` z�, \ FTB DETAIL, SHEET zo / \ \ \ I i• TYP. © I y� _ CG-6 (TYP.) h I - 40 M� HUNlBQ \ zo' Elva ac ^ l m / S \ \ SIDEWALK (TYPJ L I I Q I I I ry_ zo zo PRIVgTE RoDD STREETS o \zp �\ / / yell /gRToPROPOSED -- J C END OF OPe\R/W (TYP.),—RPOPL (NP, r. A AR l' > L.L I 'NO PA INIGN9$ LBE AR ) ry \ ' PRIVATE O, A J/ INSTA ED EVERV go' LONG__. __ POPLAR P I ,3 A \ ROAD / / LQT 84 POPL A - V V J V BOTH IDES OFANLE D - OPLgR I 3-0-1. •° AR \ O w VDOTSTD. MIN. Z� / I _ 20' R\ \ / \2) O DISTANCE TO NEAREST Lu I o CG 6 (TYPJ m POPLAR yl I OF�K/P 2 \ / / LOT 8 aOp \ . , 3 S \ ' Z Q INTERSECTION (CLAIBOURNE ROAD G'SIGNS BE qR ^ AND PARK RIDGE DRIVE) =705' 1-4 I I I LOT 56 LOT 57 m I r POpCAR S zo. \ \ TAL D EVERY I I I ..' > � I • II _ _ _ ti 20LOT58 LOT 60 HayW I z S'A4q _ PLNA RTSBA\D�EKrCrR kv/PP.} oR pop�OR NAT SF CK 3y\\/ FC'AL O LOT�LPOT 1.­11 VDOTSTD. O CG (TYP.) W ILOT59 r f n� w LLI--I w REAR SE g LOT 61 POPL yR \ �� \ ��Tvp�°Rci /m�h0 qR r \ \ = W : Q CI� SIDEWALK (TYPJ n I z8' _ ACK/ I I LOT6z \ / \ \ RF \ /_��/ L�T.8o poPLgR ?o\ \ U � ... I ° W LOT P \zo \ \ Lu U r u I z _ LOT 6 \ \ �� J9 op/ \ Q O o' _ _ 4 \ �, qC ck/p / n AR o 625'R W 13.5'SIDEWALK&LANDSCAPE ": / \\ (T OR /' � 2 I 1 I N D I MAINTENANCE EASEMENT z0 ? LOT 6 0 \ LOT 8 °p�R ^6 G :8' S \ ti \ / / op VDOTSTD. _ PG. PROPOSED PASSIVE �5 :: ° ; / ? / \ \ AR/V �/Lj� / SOT 77 °qR / OP ° CG-1z (TYPJ 8zo - - - W r _ / / qr eQ N KI IGNS SH LBE EN _ 1 RECREATION AREA ao / l F \2 L(�T76 / 0 "PAC J I I l Ln o m� OPEN SPACE C l / / / \ \ 9<(F\Or I STALL E o' ONG og4 qCR ED s° ( R O S.D. =335' 1zTME _ IM o.zo6ACRE5 �zo' Y S \ OTHSID lZM DTST ES • APARTMENT 00 I •• I BUILDING - h '•• I •, °.. Z, � /•' (P)ao'xzo' ��' (?8 r�1 � IGHTDIS NCE v- � v5 ~� w d 8' CONCRETE O' MIN.ICAR /lPop�R &_ Fqs SE NT /o / (P)STREET I INCLUDING (6) 5 3o GARAGE/poa a� \ F \ \� \ / / SIGN (TYP.) 2 AFFORDABLE 1(P)STREET ) _ SIDEWALK (TYP.) / CONCRETE° W I / UNITS VDOT STD.R1-1 \ / \ \ ^ ' PARKING zg. \ \ / ckGo F S l l / O / °'. `• `R STOP SIGN (TYP.) � / ' ° : - : (P) 6' CONC. / / P°pLAa Fc 800. \ 20 / (ryP/ Rc / � /LjT / (� _ / / VDOT STD. R1 1 SIDEWALK (TYP.) � vg PERMITTEDIN kp Q w VDOT STD. ` - a w I PEDESTRIAN / R \ // � / STOP SIGN (TYP.) I w THIS AREA PATHWAY / LQT66 L \ z�, \ I I - 3?_ - -. - 1'° h \ l ZC>T67 � POpLq\R Zo SI\ /\z, \// / 2' Fj �Me L z 1 ' / O �,� •• S S/p FBq\CK OPEN SPACE E F_ LL P STREo.o85 ACRES GN (TYP.) I �o `• =` - - rv� VDOT TR1-1 Do- y fig. P SIGN (TYP.) 'INSTALL EV'SEIRG\YzI5 'A w Q J _ _ _ _ M 2 - yo' ,. :•. ,.' S.D.=z8o'\-�zpo zOl � P �°R � �ti /Q / O \ M//V, dNTHIS IDEOFARBOLEDA END OF _ g _4z „ R R / 2SM/ RO LOT7o °p°qR A \ �i- /\ o // F m� LOTzo Y`a / 0 PUBLIC \ IL o \VT / z ,Mq poP(q\ SIGHT T NCE o // ryD 4 LOT z o / Q y w ry - RIW DOT STD. LOT 71 R NTSF Pop I CG-6 (TYP. 8' , ' / E AR Fc l Q / o VDOT STD. / � r 2 o' \ \ � qC oI CG-9D(TYP / / g S,F� • .. a A \ \ \ / ° >. LOT7z K POPL�, RC /11 / C9/`- //. / / 4 /o:.: wR� ..::.,/ 41 LOT 55 KI 'SIpNr6 A BE _ RO / \ .>: \ AR / I = ( ry l LOT 1g 7 �,) LOT54 INSTALLE EVE Y/1 'A NG �•SETA z,' ' ^� ;.2J' .. \ LOT73 / IJ/ / / / N Z ' ON THIS SI E t� ER $ CK P MFY �� 2 Vf-V7 Rv LOT 53 { C/gOT 7� / / LOT / FjW gAY LOT z C/CR S / \ LO / �/ o' o C mr,wOPEN SPACE F DECK/PATI gFRRY 5 / l / OqO vvl }-- \ s @ IN.. / Q ( 1") W(S ^ 2O' V T STD. Rs //� / LOT LINE o' v = 4.843 ACRES I / LOT 1 / / / = 4' \ / \ 4 / 5 / a U) BAYBERRv / 5 �/ R/W v °rP SIGN (T PJ / I / ao / LOT 18 (TYP.) / / \ BAYBERRY / / I LOT 50 %/ /yQ/ \ ao / ) S Q ` \ ao, \ / / LOT z z JOB NO. a• 1, GRAPHIC SCALE L \ z°'RE 1 ECKP / g �,l � a •z$o, , \ / / I h.:'' FiaEiP l l �m ate112066 _ AR SETtf TYP.ATI l l I gVgFRRV / <U l ^ : J'1' l 30 0 15 30 60 \ ACK _ l °Eck a LOT / O \zpl 4 \ .. n • \ / / I a� LO SCALE 20' S*NI \ _(TyPATi gYgFRRV 49 / ql 20, / \ / I // (P)STREET ° LOTz7 '.; ° // n - r SEWER EASEM I, LOT 48 / z LOT 47 \ I SIGN (TYPJ / \ ' .. LOT 17 S 1 - .30 D.B. 7997 2,35 - BAYg \\ 15 0 0 \ ( IN FEET) _� DE RY / e LOT MATCHLINE SEE SHEET io �� P. ER ^ / l4 / / 1 inch = 30 ft. \ nVPPj Ti gAyeFRRY l / l A/ Oba 4 / 5 I LOT 28 // '� y a; l SHE NO. r i D.B. 1997 p. 2,3b \ / �� \ \ \ OETyP ATRv gAYgFRRY // / /l eA(Fp�R LOT y LOT,8 // / l� �8 �ya (GRAPHIC SCALE y ' LOT yS \ / '.... MA LINE - J`- •'\'''. >4T /ry / M/ .. / \\ \ \ O 30 • 0 15 30 60 - -- / LOT l yy ET L LL LL LL LOT y3 / / c ( IN FEET) SCOTT R. LINS gA( PROPOSED iz'xzo' MIN. �� / LOT 16 Q� 1 inch = 3 ft. Lic. No. 035791 LL w� LL LL LL LL LL / - _ / Fp�R g // z CAR GARAGE (TYP.) n' / MI 0 \STREETSIGN h I v LOT 7622 LL LL LL\ W W LL LL .� 0g R / (TYP.) tv LL LL� LL W LL LL ��"LL- - �(TyPATi l / LOT LINE (TYP.) I / / wyt / m SFD �,S �� 0. OPEN SPACE F � �� � � / SIGNAL Y, z LLLLLL .LLLLLL.LL.LLLLLL LLLL\ LLLLLLLL��LL 4.843ACRE5 LLLL w m e W m w w w s u ALL LL LL- -- / ��_8' VDOTSTD. LOT 5 //4Q w 30 a I 1 / G ) o/ W C zz (TYP. LL w '" LL LL LL w w w W LL ON SIDE OF D.Rz-z ', vI // >m / o GLENBR90K AT FOOTHILLS a w 'NO PARKING' SIGNS SHALL BE VDOT ST \ ' LL LL LL LL LL LL LL LL LL LL LL W �• PROPOSED WALL �\ STOP SIGN (TYP.) �, me M PH�PS I- -RIGHT SECTIO z INSTALLED EVERY z5o' ALONG � - LL THIS Y / � I w LL LL LL VAR. WIDTH PRIVATE / \ I / BY N J RETAINING WALL (MAX. HT.=3') l mm LOT i , I" / / o LL LL LL LL LL W MAINTENANCE /� �°' 9 I I I LOT 14 LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL W LL LL LL ' EASEMENT A EMENTPG. LL LL LL LL v w / Qe-. me \I I I •, I \\ 4m ti' l LOT 77 / LL w LL LL LL v LL . LL . LL m LL LL LL LL LL LL LL LL LL LL LL�LL LL�� - I� _ �m m LL 1 4 e F - LL LL LL w LL LL �� ss SFD / C LL LL LL LL LL W LL LL LL LL LL LL �� z LL LL LL LL LL LL LL LL LL LL LL LL LL LL� ° LL LL_ - LL LL LL LL LL LL LL -� -� � � / I / o W LL LL LL LL W LL LL-- EXISTING STORMWATR LL LL LL wl / „��� LOT 3p w�l b I �� �� a o LL LL LL LL LL LL LL W LL w\ \" LL MANAGEMENT FACILITYILL j LL LL l` LL me �I 'NO PARKING' SIGNS SHALL BE LOT 78 � a w LL LL LL LL LL LL LL LL LL LL LL LL LL LL GREE WAY EASEMENT AlLL / LL\ A LL\ LL LL -- LL\ � LL\'" A� LL/ / Q � � / ° o / INSTALLED EVERY z5o'ALONG S Ca Ln U z DEDICATEDTOTHE % LL V A LL LL LL\ \'" �' l` vl '�' OI M / ON THIS SIDE OFARBOLEDADR / SFD / Z j ¢ I- z Q W W 0 W W LL LL LL LL LL LL COUNTY OFALBEMARLE. LL LL \LL LL a 1 1 wl l / p m a5 z O u>> 0 LL LL . LL LL LL VIRGINIA (2.28 ACRES) LL LL LL LLV LL� A A� LL LL LL�� \LL \LL \ LOT13 F- Ln p � > z 9 l % \ \ A �/ LOT R SFDLOT / - 0 g LLLL LL ) o Lu LL LL i'W LL LL ��i ��\, LL LL LL\ LL l l DI EASEMENT a U > U d .�, LL LL LL LL LL LL LL LL LL LL LL t D z HT DISTANCE (D u / m / SIB. TAPG. E g � !�� T LINE (TYP. LL W LL LL W LL .W.; LL LL LL / LL LL e S U o' v LL w 1 o / / o° Asa N w a z O O ry„ R I I\ \\ l Q J v � J / f � LL LL y } LL LL LL LL LL .w. w LL LL LL LL LL w w r - LL LL LL r w \ LL 0 e� Z z z LL LL LL LL LL LL '' LL LL LL LL LL ` L LL 0 3 � � � o a a- .W T z / z �I / / LOT � � � � O � s LL j L _ � \\ \ �\LL \ Q/ F2 F/ // l SFD LOT / � > � � z � a a w w aaLL;.W.. �' w a� a a a w Q LL LL LL LL Lu `>.> LL LL LL LL LL LL LL 4Q-. '� / O IIJ CO •. 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LL W o`e / �' > o Lu (P) S' CONCRETE LL LL LL LL LL LL LL LL WLL�LLLL�LL LL\ \lLL/ /LL�LL mR i. /. �I /� �T� SIDEWALK i� o WLLWLLWLLWLLWLL LLLLWLLWLLWLLWLL - LLiW./ / „I ' LOT 34`- LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL ""5 0 W\ ILL /W / Lo PROPOSED'NO PARKING' SIGNS, / I /INSTALLED EVERY 150'ALONG LL LL LL LL LL LL LL LL LL LL�LL LL �.iLL LL �"' /l l / I I e, / ON THIS SIDE OFARBOLEDA DR LOT11 �5'S/ �r • SFD LOT �'ko \ LL LL LL LL LL LL LL LL LL\ LL LL \ zo'EMERGENCY ACCESS OE SE7 A l l I / PROPOSED'NO PARKING' SIGNS W `\ o \ LL W LL W W LL W W W LL W LL W LL W ROAD AND BICYCLE & �K l� \ / l I / 'INSTALLED EVERY 150' ALONG PEDESTRIAN PATH EASEMENT I / e I I / rn N N -i .I•. ON THIS SIDE OF BARKLEY VIEW COURT r4 r4 � r4 r4 LL LL W DB.�PG. VDOTSTD. o I e I / W W A LL •LL _ o CG a (TYP.) I - LOT 8 - LL LL / o E VDOT STD. Rz-z SFD LOT � . LL LL LL I w w LL LL � � I STOP SIGN TYP. _ _ - / 0 (TYP) - I o � o LL\LL LL LL W LL LL �� m/ 97 yL9 _j ti° Q LL LL LL LL LL '': . 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SEE DETAIL, SHEET 20 - - - I \ SFD LOT / LOT 84 \\\ ROAD EASEMENT I I/ - ('ryp,) \ \ I I \ \ / � LL D.B. 5420, PG. 586 a LL LL I VDOTCG-6 0 \ \ I A A F2 1ti SFD N \ EMERGENCY ACCESS DESIGN I I (TYP.) p \ \ - I \ \\ Py¢ / o LL LL LL LL LL LL �,, LL WEIGHT BEARING CAPACITY ♦ I _ I o --- - I \ / IJ W W W LL LL LL SHALL BE 85,000 LBS I I \ o- I I PROPOSED'NO PARKING' SIGNS, \ \ O7 Q o \ I LL LL LL LL LL LL LL e o LOT 36 O I I INSTALLED EVERY "so' ALONG 5 / N \ I LL LL LL LL LL�LL LL LL w LL LL SFD LOT SFD LOT \\ \\ I I I ON THIS SIDE OF BARKLEY VIEW V AV / (�J I � � I COURT & THE CUL-DE-SAC Q - - - - _ a)0- ------ _ _ -1 LOT SFD a LOT 6 0 c \ \ LL LL \ o - - s SFD LOT LOT 85 uj J r \ SFD LOT I A y LL �t __7SFA � Q LL W LL LL LL LL LL�LL I SIGHT DISTANCE EASEMENT V A cppMaaa V A V � _j � c \ LL LL LL LL LL. LL LL. LL LL I " I I DB. .PG. \ v�i� \ \ \ �I V / LL LL LL� LL LL �V I LOT 37 0_ I I I \ U) � n a `- LOT 3 A LOT LOT BUILDABLE LOT LOT BUILDABLE `T LOT BUILDABLE LL . LL . LL LL LL LL ' LL LL LL ` 3 SFD LOT I ? (p) 6' PLANTING STRIP SFD LOT:-. \ W L9 z .o w 0 _ LOT 86 1-4 NUMBER AREA sf AREA s NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf a mI o - - t r I -------_ 3 o II -_--- - \ \ 1 6,619 4,408 41 6,048 3,558 81 2,196 1,243 LL . LL LL LL LL LL - - - LOT PROPERTY LINES SFA O 1-I 2 6,160 4,017 42 2,208 1,262 82 1,695 1,189 LL LL LL LL LL LL . LL . LL . LL .. Al LL LL LL . LL - - - - - - 4 _ - - - - - - - \ \ / z J - - - - - - - \ N \ BETWEEN PHASE LOTS 0/ -o 3 6,110 3,974 43 1,807 1,297 83 1,735 1,227 LL LL LL ` 1 -(P) 5' CONCRETE _ j AND PHASE III LOTS \ LL w w u 4 6,315 4,141 44 1,902 1,392 84 1,786 1,278 . LL LL LL LL LL LL LL LL LL LL� LL D U _ _SIDEWALK / A Q o 5 9,074 6,186 45 2,003 1,491 85 2,502 1,471 LL LL LL LL LL LL LL LL LL LL 5 7 I\ / I Q H 6 7,555 4,369 46 2,091 11581 86 2,174 1,216 LL LL . LL LL . LL LOT LINE (TYP.) I LOT 3 - A \ LOT 2 ' LOT 87 7 7,400 4,231 47 3,083 1,935 87 1,757 1,242 LL. LL LL LL. LL. LL LL LL LL LL. LL. LL. LL m / 8 12,415 8,055 48 4,345 2,989 88 1,815 1,315 LL. LL. LL LL LL LL LL LL LL LL LL LL LL SFD LOT o \ \ SFD LOT o 9 7,873 4,569 49 3,364 2,613 89 1,840 1,339 LL LL LL W W '\° LL ' LL \ --- \ - w 10 6,168 3,608 50 3,307 2,557 90 1,867 1,367 LL LL. LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL. LL. LL LL PROPOSEDR/VJ / F- ' \ ' J 11 6,904 5,316 51 4,070 2,754 91 3,171 1,908 �_/ N. LL W LL LL LL LL LL ■ ■ ■\ �■ / - J �v. LL LL LL LL LL LL LL LL LL LL LL .W' LL LL LL �` _ -�Ln LL LL . LL .. MATCHLINE - SEE THIS SHEET 12 5,589 3,476 52 3,923 2,619 92 2,971 1 1,790 13 5,100 3,053 53 3,139 2,389 93 1,846 1,345 LL LL LL LL LL LL LL LL LL �\ y-- LL. LL LL- 2 w LL \ \ Z z 14 4,029 1 2,662 54 3,136 2,377 94 1,815 1,315 LL LL LL LL LL LL LL LL ✓ LL o- A LL LL w LL O 15 3,174 2,423 55 4,233 2,791 95 1,789 1,289 LL LL LL LL LL LL LL LL LL �' LL LL LL LL LL LL LL LL" W W LL LL' W° LL LL LL LL LL W" LL w }' LOT 1 /' LL z 16 3,987 2,646 56 2,670 1,620 96 1,777 1,277 LL LL/ LL LL <�LL 1 \ OT39 W z LL�. LL LL 3,996 2,532 1,456 \ , FoD LT \\ FD LOT17 VDOTVDOT STD. CG-6 (TYP.) 18 3,240 2,490 58 ,,,,��°n6 / / LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL o a/ LL w LL LL LL w W .� LL w LL LL J (n 19 3,240 2,490 59 1,600 1,100 99 1,643 1,130 / LL LL LL __' A \ \ / LL LL LL LL LL LL LL LL LL LL LL LL LL. LL LL LL. LL. LL. LL .. LL LL LL. LL. T 20 3,996 2,656 60 2,253 1,276 100 1,650 1,140 LL LL LL LL LL LL LL \ ' w LL LL LL LL LL LL LL LL LL w LL LL W LL LL 21 1,911 1,018 61 2,211 1,271 101 1,657 1,151 LL LL LL LL \ ��� V\ ��\ // LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LLLLLLLLLL.LLLLLLLLLL .LL LLLL� LLLL LL ��� V V LLLLLLLLLLLL. .LLLLLLLLLLLLLLLL LL LL LLLLLL LLLL LL LL o 22 1,470 62 1,078 102 , , , am 23 1,470 970 63 1,580 1,080 103 1,677 1,175 \ 24 1470 970 64 1578 1078 104 2,405 1363 V / LL - LL LL LL LL - LL LL LL - LL LL LL 25 1,470 970 65 2,557 1,502 105 2,462 1,414 GLENBROOKAT LL LL LL W LL LL LL LL LL LL LL LL LOT o LL LL LL LL LL LL LL LL LL LL LL LL LL �'► 5FD LOT r o �� Y W W LL LL LL LL LL �LLLL 4 V LL LL LL W LL W LL W LL LL �� LL� LL W LL LL LL LL 26 1,470 970 66 2,256 1,284 106 1,732 1,231 LL LL LL LL \ ` PROPOSED R/W LL V r LL LL LL LL LL LL LL LLLL� LL ? FOOTHILLS 27 1,473 973 67 1,656 1,152 107 1,743 1,242 - LLLL LL \ ' PHASE 116 LL..WWLLLL..LL LL .� LL LL LL LL LL LL LL LL Q o 28 1,925 1,041 68 1,600 1,096 108 1,754 1,254 '. LL . �LL LL \ \\ W LL LL LL LL LL LL LL LL LL LL w 29 4,757 3,267 69 1,549 1,045 109 1,767 1,267 LL LL LL LL LL LL LL LL LL W W LL LL Y / \ \ PROPOSED'NO PARKING' SIGNS, \ LL LL ' W . H- u„ 30 3,416 2,666 70 2,063 1,126 110 2,643 1,599 LL LL .LL LL LL LL LL i �� A NSTALLEDEVERYiSo'ALONG LL e LL o LL LL LL �LL U D 31 3,394 2,644 71 1,972 1,053 111 2,906 1,716 LL LL LL \ LL LL LL \ ON THIS SIDE OF ARBOLEDA DRLLI W o �< LL�LL LL O W 32 3,359 2,609 72 1,452 952 112 1,810 1,310 LL - LL LL LL LL LL LL LL - - LL \V \ j 1 . LL - LL LL - LL LL LL .. LL LL LL LL LL , \. LL LL LL o' Z a cn °; 33 3,325 2,575 73 1,476 975 113 1,810 1,310 . LL LL LL LL w LL LL. LL LL w LL LL w\ w LL \ V LOT y1 LL LL LL LL LL LL LL LL �LL LL LL LL LL JOB NO. o 34 5,205 3,533 74 1,528 1,027 114 1,810 1,310 SFD LOT m 35 5,424 3,305 75 2,356 1,379 115 3,222 2,034 LL LL - LL LL LL LL LL LL LL LL �LL LL 2� / GhAPH�CLL SCALE 11206�7 0 36 5,570 3,367 76 2,073 1,153 116 2,734 1,654 . LL LL LL LL. LL LL LL LL w LL LL LL LL LL LL LL LL LL LL �� 36 6 is 30 " so LL SCALE o 37 5,458 3,285 77 1,560 1,060 117 1,916 1,415 �\ LL 1 if 0 30' m LL LL LL LL LL LL LL LL LL LL� 38 5,516 3,327 78 1,574 1,074 118 1,891 1,391 i \ LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL MATCHLINE -SEE THIS SHEET \ / / LL LL LL LL LL w W SHEET NO. 39 5,362 3,214 79 1,593 1,092 119 1,926 1,424 w LL LL LL ` °( IN FEET) a LL '�' 1♦ / •• Q a 9• o o w w w w w o a• W - w w N e w 40 5,458 3,286 80 2,147 1,199 120 3,877 2,262 LL \ \ / LL W W W �` W 1 inch -w 30 ft. w W W W 5 LL � LL LL � LL �W PROPOSED WALL (MAX. HEIGHT=6') 20'PRIVATE RAINAGE EASEMENT B PG. - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - n - _/ __ ---- - - - - - - - - - - --- - - - - - - - - - - - 10+50 11+00 10+00 2o'ACSA UTILITY EA5E1v1E1m 1 12+ D.B. PG.. oo 77 LOT 12o ROPOSED 8" SAN LOT 11c) ROPOSED SANITARY SEWER SERVICE LATERAL(TYP.) 0 LOT 1-18 1 / / / I '44 'Irl PROPOSED WATER SERVICE LATERAL (TYP) �q LOTH ROPOSED 8" 2.5' B \7 2 E/ND/ 8 \ I I � / _�- - - - t Lq ROPOSED SANITARY PROPOSED WA ER I Rop� �ED '0 L PROPOSED SANITARY SEWER LOT n6 A LOT 113 &119414, LOT 112 SA UTILITY EASEMENT LOT 115 LOT 114 LOT iii f,6 I/ SERVICE LATERAL (TYP.) PG. 1-4 PROPOSEDTYPEA ml BLOW -OFF ASSEMBLY LOT 110 LOT 3.og 0 Flo8 PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"xEi" TEE SERVICE LATERAL (TYP.) 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No. 035791 7/22/22 03?, `IIIIIIIISS101VAL '0G:;0 0 u Ln Ln ca U < Ln Z z < W 0 = M CZ _ Z 0 = w Ln U tn m: z 0 a z tn > zu U-) (r) Lu o Z (<n U M 0 0 0u 0 < Ln 0 z z F- M > co < z w - < L u a 5 >ac! < 0 c� Lu < > < 0� w 1w rq r" r, r, Lu L ZM� c1r) C �4 66 c:> 0-) 0 04 < C,q 0 > ZwQ PROPOSED 8" CL. S2 DI WATERLINE PROPOSED FIRE HYDRANT U) LL ASSEMBLY wl 8"x6" TEE w z PRCIPOSED k"x8-1 TEE 1­4 < Lu 0 i Z OL wLn < Q wm 0 21+50 6 EXISTING 20'ACSA i z SANITARY SEWER EASEMENT D.B. S075, PG. 664 w u _j ) P-1 EX-11VIIHI-Foothill-9-6 F W 0 w 0 U- U) LOT 20 Lu J�11 /PROPOSED SANITARY SEWER0 SERVICE LATERAL (TYP O < 0 LOT 19 c) ca uN Z u Lu LOT 18 Lu 12 (D Tu Q_ ul Ll JOB NO. 112066 LOT 17 SCALE MATCHLINE - SEE SHEET ill 301 6 LOT45 ." oTzs / o / M H -SEE SHEET / " EX MH FOOthill-so-z \\ \�� / / / PROPOSEDSANITARYSEWER LOT44 / / \ \ ° \ \ TC LINE\S E 6 / - -- - - _ ��H F / A ET 0. 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HEIGHT=6') 85 TW - - g TW 686 TW - 686 TW 6 _ PROPOSED a"HDPE YARD DRAIN SYSTEM T -684 TW �� 685 TW 68o BW 685 TW 5 5 686 BN[ --10 PRIVATE DRA NAGE EASEM 8i W - - - - 68o BW 68 68z BW - - 684 BW` __ - - - - w �I-��68z BW-681 BW 686 679 BW o BW D/B 68oTW - -_--- 68o BW CD 680 _ - 94 - 78 96 =` - - 98 -100 4- 6,83P 0��G.AD DRAINAGE SYSTEM--=.............SCOTTNS Z 10+00 6 10+50 �6 11+00 _11+50 - - --- - - _ _ f -• - - - i i \ Lic. No. 035791 gyp- - -� - ��I- - -_� / : 68z- PROPOSED VDOT STD. CD-z - - - -12+00 - - - ....... 68s_J'- /I � _ / �C <03 :::.:.:.:.::::.:.: \� / - -- \ �p 7/22/22 kQ _ / ,�oQ` - - 16,)6 / - ��- I / PROPOSED 8' HDPE ROOF DRAIN SYSTEM Off,v I Z �, - - - _ �2t5o / PROPOSED 8" HDPE ROOF DRAIN SYSTEM, --•: ,� { / w/ 1o' PRIVATE DRAINAGE EASEMENT \ �s'SIONAL E�G1 z_ - - - - - y . LOT 1zo D.B. PG. / I W i - _ - w/ 1o' PRIVATE DRAINAGE EASEMENT -� • ° i \ i L z% 5 0 4% 7�% 3% J �I w -/\ D.B. , PG. .�:' ' --- v \� LOT1i9 \ J / •i� / �1 \ w - --13t0 r 8 \ \ LOT 118 68g.33 GAR',... 4 / ,I C zo' PRIVATE DRAINAGE EASEMENT O 61 /� VAR. WIDTH UTILITY DRAINAGE & ACCESS EASEMENT. _ PROPOSED 8' HDPE ROOF DRAIN SYSTEM Q w \ } i.00 \6go.00 FFE / z w/ 10' PRIVATE DRAINAGE EASEMENT _ I O N I I y,- o PG' - - --�. - - _ - R/ q < \ \ \\` LOT 117 686.33 GAR�8.667 FFE �� ---o 7 OF LEEHAM STREET. D.B. , PG. 3H / w v, I '✓,/ � � 5 EASEMENT SHALL BE VACATED UPON THE EXTENSION � D.B. PG. I� I ltl - V P v v A 7 / z "� - �lI °' d a TF FF 13x 1oz \ \ LOT 116 \68 . 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GAR / � /�O �Q go J r 4 w 1 ' RIVDABE D NAGPGASE T 1g / / 670.67 LL s 76D 658 664.33 GAR -SOT 54 \ °� LOT 73 668.67 FFE / / p m w"13x �. /66g.67 GAR f l . 5'S j / ------ �._.. / _ �5 0 _ SO OB 668.33 GAR / / V' 6 0.33 FFE / o 666.33 FFE 664.33 GAR 6 _ w \ 7 : \ y 7 670 67 GAR / 7 -16. - / 6�8.i7 BSMT 666.33 FFE - LOT 53 O PROPOSED 8"HDPE ROOF DRAIN SYSTEM 7oD ° LOT 74� / l / = t0 (. / LOT 25 / r / D-76 CV z c -� - - _ 658.i7 BSMT 664.33�AR L 52 wl lo' PRIVATE DRAINAGE EASEMENT �?4xp �� o / / /6�1.33 FFE / o CO / l ( / 7 / H £ _ -I I ---- 666.33 FFE 664.33 GAR _ D.B. , PG. 70C_. \ \ / PROPOSED VDOT STD. CD-2 / V 3 -- --- -- - I _ _ _ / LOT 51 �." '[ / / 57 \ ROPOSED VDOT STD. CD -a / / Q h� /669.0o GAR / / // / o r / / / Lu J w o PROPERTY BOUNDARY ,� 'r' - 658.17BSMT ?66.33-FFE / �� 6 8.i BSMT / 70 ° PROPOSED VDOT STD. 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D.B. , PG. % 3.• t L_O FFiS 66 6 GARv � \ S �J / o / / ./ ' �o LOT 1 SCALE a 659.17 BSMT 665'33'GAR 4 / 0 47 2p/0 \ \ "" 1 5 8 / /668.33 GAR '/ / ,.. • / /�' ] /' / / ill - 30 0 r ( IN FELT ) --- OPEN SPACE \ \ \ \ 6 'J 665917BSMT 665.33 FE _LOT4 -- 4° \� 6( 9y0A A w a \ x00 66g.00 FFE o M - HE // / \ \ - - S8 / 66 _GAR - 4 �o /i // �`; \ zo' PUBLIC DRAINAGE N GE EASEMENT / o • ` TCH LI ES E E S ■ E 9 // I; a 1 inch = 30-'ft. -- - 4.o0 / SHEET NO. 664.67 FFE LOT 45 / k / \ / ° zz:�7 �� / / / - p m - 664-poGAR OT / i \•' / ...:D.B. ,PG. n Iq /O / 8 t u. o. i�yi N. Z...ru - ` "�7..r 66� 33 FFE 66rGAR " % i°ISx `o/ / �bb�.33 y/�K/ OPEN SPACE \_ 6 665.33 FE - LOT4 ., 4 9. A w 00 669.00FF/E///�; \ `wxv^ 6S8 659.i BSMT/ 664.67E ER LOT45 / 6g4 y°A yi\6 \ o'PUBLICDROAINAGEEASEMENT ■ o pa ATCH �N - S H€ T / /\ VDOT WILL ONLY MAINTAIN WITHIN - _ 4 zs / TH _ ,„ -�• -- "� ` _ / \ 66y.00GAR LOT / / D B. , PG. - ry 1 o DRAINAGE EASEMENTS TO THE EXT N 44 \ / \.. / AR jSCO'T�T RY TO PROTECTTHEROADWAYIFROM FLOODING OR DAMAGE.E63.33 GAR , . w <,cISx �/ / 6%71.33 FF64.0o FFPROPOSED ROAD DRAINAGE SY663.33 GAR LOT z / 447 LOT i6 R. LINS 664. 4 FFE 664.00 � �R / / \ / / / 66g/ 7 I U Lic. No. 035791 \ . 6 w� - `0/ l / / 661 PROPOSED 8"HDPE ROOF DRAIN SYSTEM -(0 PROPOSED WALL 4 ` /y O / �/ / .I / LOT 76 MAINTENANCE EASEMENT \ 664 P F F J w/lo' PRIVATE DRAINAGE EASEMENT 4' / (/ /6 0.6 GAR C+ `\ ,� %�22�22 tV D.B. S , PG. / _�o / _ e�ICRORS / 6�-71.33 FFE D.B. -, PG. SFD ��� S c / 3<1 4� y //� ��S R v �6x o _ y8 / /� s IONAL E Sb �n LOT 5 � W ::::• .... o . �� o o� 2- 0/A // \ SS-4 i W � ° " /67}.33 GAR y W 65z BW - zo' PUBLIC DRAINAGE EASEMENT 67a,� / / 67i.00 FFE LWW.W W WWW \WW \d - - - - -- �� PROPOSED WALL _ _ A A /D. B / / / LOT : g--- _ \I / ° / LOT z SWM FACILITY, MAINTENANCE, & ACCESS EASEMENT_ -(MAX. HEIGHT=3') - _ / y D.B. _ , PG. /ROPOSEDVDOTSTC ES-1 7z3 GA / / / LOT 77 / 67433 FF // / �. /� o SF D / / w �� I / 666.17B / A� -- _ _ _ - . PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFALL _I "I / O / / ni / / PROPOSED 12" HDPE YARD DRAIN SYSTEM / g I! "W.�W W .W y W W w AWw .�W\ Wl�• \W WW 2:WWo:•> w-/ G-EOWTEX-TILE FILTER FABRIC UN\DERLAYM�E�NT 11 i � •/��. �_� ' \ws/ lo' PRIVATE DRAI NAGE EASEMENT �OT30 D.B. PG.(L=i,W=g',Wz=zo'D=iSMIN) o 6GAR 6�. . 1�78 SFD m Qus tWo z_ Z 7661�p0"SWMFACILITY, MAI�TE ANE,& ACCESS EASEMENTu D.B. F z \� LOT 31 o o z PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFALL,i / / / o • •��io _ s g L7 wLn w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT / / r 7i6 FF� / / /// M /� w z U F Ln O Y (L-lz', Wl-6', Wz 14, D-1.5' MIN.) O I .W. LO 3 \ %\ O � � wa w z z W \ E V C/ / LOTio `P \ �� EXISTING STORMWATER / ' T z / / / �s / o < 0- MANAGEMENT FACILITY / 67 .33FFER �/ w a a y y z � E % /DO T /1 / 6 GAR � ~ a' � w � � Ow PROP TS / 673 6 FFE � % � � ¢ � O � s w y6q° T iz i- Q �i, p/LO 7'7 `PROPOSED VDOT STD. ES 1 q ) w . �. . . w w . \ \ �� • i / �9 LOT 3 / // / p / �/ / / / / / LOT 0- / W � r Ihii/ '0 3 /i o� / / / % W Lu 64. o PROPOKD 8" HDPE ROOF DRAIN SYSTEMT / w/ lo' PRIVATE DRAINAGE EASEMENT . ° \ I ` SE M - / ° L V 673.00 GAR i �� /w / LOT 34 41' PUBLIC DRAINAGE EA MENT /D.B. _ , PG. + r _ 6 "�67 FFE i w GREENWAY V W W 18,.91rA6 /%PG. 11 n71 [ \ l\l l/ / y. spy Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Proxided (feet) 30A 24 1 18.4 1 40.8 41 I \y rr \ / _ SWM FACILITY, MAINTENANCE, & ACCESS EASEMENT- 30 / n r l zo' PUBLIC DRAINAGE EASEMENT 67.67 GAR W W W W w D.B. , PG. / / ~ ., 30$ In •: �• / / D.B. , PG. i ,Pd,• 'I 5% 1673 33 FFE LOT 8 PROPOSED ROAD DRAINAGE SYSTEM WW W W W o " • y W w V \ \ \V \ � � V : W W. . � AW " :i:'=;>W;�::Wr,W.. " W . � •a . w a V V�� \ 66 88s...80673o FBGFSA�MT 8p/° 3IiI p' Ii�u�S1ISI 0Sv+' \ 12+3� 38A38E PROPOSEDVD T STD. CD-1 +0o _ 38 ii+50 _ - _- -- n Lor35TDC�- - „�BARKL VIEW COURT M i� / / VDOT S. D-z II ,\ M-� ' R 66 GAR �33 W . w . W W w a PUBLIC ROAD (54 I FF s ,33 +�_ 7- BE A ? . OPEN SPACE \ V A \ \ SLOT 36 -LOT y I�I 672.00 FFE PROPOSED VDOT STD. CD-1. 0 a 6G4.00 GAR 6�7..67E 00-00 F �604.67FFE ��$ i� _ I 1 \ LOTS LOT ,.PROPERTY BOUNDARY ...• ��„ . .SP . \ 5_ BETWEEN WATERLINE & STORM SEWER 6i.00G 3�p1 (0 6i.67 FF i.�85fV1T L 37ILOT 3 \ \\ V \ \ \ W �" - W W ���\ \ // // I% O I' •.0 W li I 1661.33GAR 66 zoo + ___--_ _ n I I L I I ftV. I _ i OPOSED ROAD DRAINAGE SYSTEM O � A 6h�' III --� F __ PROPERTY BOUNDARY\ - tB 6590of21 4 65._. g.67E / � PROPOSED 1z" HDPE YARD DRAINS64983M I fTl II I / w/ io' PRIVATE DRAINAGE EASEMENT \ \ \ \ \ V A \ w w w w A LOTS 34A ( D.B. PG. V ' LOT 87 \ V LOT z \ / I SFA 65g.00 AR ! �� g.6 FFE \ 833FFE n � �.5oB5 LOT / OT39 \ �� 656.5 V ' I GLENBROOK AT PROPOSED VDOT STD. CD-i cr - ���. �� - FOOTHILLS PHASE II `�� .� ° � 9 63 G wW ' A FF 1 W p 657.00 (2 \ 3�A • v� I v W w W W w W W W 63 BT \ 6 \ v I �• XI RAP IC CAL 30 p 15 30 80 I 12p � V � � LOT 40 6 / ( IN FEET) / W w w W W w w '�W. . .\. W �w w w \ \ 3% V ' vvv vvv A % 5 ° i 1 inch = 30 It'. W . W W W . . .i: W W 0 % - ,� vv S� \\ .. . �WWW \,� / , I 656.67 FED vvv CONNECTION TO ARBOLEDA DRIVE 5 \ 5733 > \ d PROPOSED WITH GLENBROOK PHASE z V 7.5065 V vvv � I I I A 110 LOT4i I I y W W . I \ Lu N N N N N N 7�-33 / Q M-i M-i N N O N o .+ o 0 0 0 M J / CV i--i \ LOT 8 SFD N 06 W� )SED 12' HDPE YARD DRAIN SYSTEM CV 'RIVATE DRAINAGE EASEMENT \ CV O PG. \ > LOT 85 Z � J z Q SFA J Q J z a- H� w \ U) \ w V T 86 L9 - < FA O Q Z Q� Lu 0� Q (%) 0 W i 06 / Y z Y�6 LfL J 0 i J Q Z C Z / PAN S Z ,„G„ Lu O / //Cl/09 ACI Lu O H LL. �- Co Lu O O O W v N z LLl \j w w 00 w U) JOB N0. 112066 p SCALE / 1" = 30' SHEET NO. \ 6�- 9 GENERAL CONSTRUCT/ON NOTES FOR STREETS: Table 4: Pavement Design (VDOT Pavement Design Guide) - - - - - 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR �� L F �� MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. pavement Design ¢ N oa,v""gEEA^ RouRr oT­\ Y� TH 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS o wmr O PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A 1F- 1.0 SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp m„ ° QQ `"'°'°'•°••" m r set"°, \� �' ww I ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. park Ridge Drive 4000 0 4W0 5 5 19.25 SM-12.5 3 2.25 BM-25 5 2.I5 21B 9 0.6 22.90 m'e u _ II O SCOTT R. LINS Z J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO U Lic. No. 035791 ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL w WATERCOURSE. ArboLda. Drive Icoo 0 1000 5 5 14.43 SM-9.5 2 2.25 BM-25 3 2.15 21A 8 0.6 15.75 O' o� %�22�22 �4 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT - m Qfoe _ Barkley View Court 57 0 57 5 5 4.46 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 - - - - G CA THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE - 1 m ss 31 COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET Meyers Way 1UJ 0 IVJ 5 5 6.52 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 U.6 IJ.43 TONAL E OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO FT SEVEN (7) FEET Humboldt Street 308 0 308 5 5 10.33 SM-9.5 2 2.25 BM-25 I 2.15 21A 7 0.6 10.85 - ' O _ 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT CG-9(A, B OR C). Anlee Road 469 0 469 5 5 11.79 SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 \" 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. LeehamStreet 350 0 350 5 5 10.77 SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. Leeham Court 132 0 132 5 5 7.38 SM-9.5 2 2.25 BM-25 I 2.15 21A 7 0.6 10.85 , 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS Hastings Court 133 0 133 5 5 7.41 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 \ °y AR PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. a 0 R c 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 0 Note: Contractor to bore any existing pavemelTt being utilized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are met and 90 Fo AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. qc F' �i 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF are in accordance with theirstandards. V I- �•. MB°.n o Z o - W THE COUNTY ENGINEER OR DESIGNEE THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. H • PAVEMENT DESIGN NOTES: W R"AT°LcrsrREEr ~ I \ 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR 1. ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. �° R°ADr" ♦,w J PUBLIC ROADS. 2. A 2" BINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC. I "` ¢ O 12. VOOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 3, THE SM-iz.SA MAX LIFT THICKNESS IS z", THE ADDITIONAL LIFTS MUST BE PLACED a YEAR APART PER ¢ ULn TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. ¢ Ln 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR APPENDIX III OF zoi8 VDOT PAVEMENT DESIGN GUIDE. I i I mb m® \ m ¢ m z ¢ w COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH (/DOT'S VIDEO CAMERA INSPECTION 5' (MIN) °__ "" O at z O = PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. PROPOSED 1" SM-9.5 - W � U PROPOSED't \ \ \ \ \ \ \ _ '' PARK RIDGE - ~ ROAD NOTES: / /v /v /v /v /�i; . , Vi � > � / / / / / SURFACE COURSE ` , r / H voeuc non°sr alw: d •�+ O � w g Z 300�\\\/\ EXISTING PAVEMENT bM l �. U Z V (9 w m GRADING PROPOSED 4" 2 // /i//i//i / _ ep o cn 3 ¢ z 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF COMPACTED STONE BA\// //\//\//\//\// // // // // // //\j/\\ j\\` EXISTING sroNE sue -BASE MpY "E oSTReFr o�„ " W z U N O TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. COMPACTED SUB -GRADE /\\\\\\\\\\\\\\\\\\\\\\\\\\\\\/\\\ \\//\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ \ ep RoRS wAY o o 0 a 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY /` /\ \\ \\//\\/\\ \\ \// / COMPACTED SUB -GRADE i /j /j\/j /j /% /% %///% % /%\//% /% /%\//%/ I " �u �°g : O z OU w z z WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. CONCRETE SIDEWALK \ \'\//,\//\//j////` \'\\/\/i\ \\ Q Q ooa LOT n LOT ~ 0 EU a- W g J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND - - r _ SFDY ¢ VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. NO SCALE 6' ASPHALT PAVING - MILL & OVERLAY w•~ m ° �..� w o � z a ¢ 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. NO SCALE `°" �° eJ ¢ m w w LL DRAINAGE /i / \ \ L/ _ m / > o J o PROPOSED 4� / \\/\\/\\/\\ LOT Ts a' ¢ .. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT /\\ \/\\/ \\/\\/\\// // SF° LU Q Y w 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS PROPOSED 6" 2� // / // /// PROPOSED 1.5" SM-s.5 \ z d INDICATE. COMPACTED STONE BAS \/\\j/\//\//\//\// // // // // // // //\\j/\ SURFACE COURSE .............. A\V\\V\\\\\\..,' w, COMPACTED SUB GRADE - w V V V \ � PROPOSED 3" BM 25 � o J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN/i;//��//\/jj\/j/�//�//�//v/jj/iA INTERMEDIATE COURSE'S °r'o V In (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS \.�A/ 1/11,,vA . o s o OTHERWISE NOTED ON PLANS PROPOSED 6" 21-A - W PEDESTRIAN PATHWAY (CONCRETE PATHWAYS "". BASE COURSE 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. NO SCALE COMPACTED SUB-GRADE/A//VA//VA//VA//VA//VA/��A�/�/''/✓/VA//VA//VA//VA/��A//::::'.'>. "'' LOTTT SFD PAVEMENT INVERT LINE /i / / /i• /� 'T. m FACE OF CURBA/VA/\ .. ..... Lona 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 7NE:! SO) / LOT SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD ASPHALT PAVING - PUBLIC ROADSV a� s j • m" sF OF CORRECTION. - \: l 1' 3" R NO SCALE �%Y' \ 3:; 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST TR TO PLAON CING NG AGGREGATE BASE. MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, II, OR 111 s R PROPOSED 1.5" SM-9.5 \ N N N N 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE d SURFACE COURSE \ \ W N N N N N N COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 1' a PROPOSED 1" BM-25 Q N N o N DAYS, THE PUGMILL REQUIREMENT WILL APPLY. a a < INTERMEDIATE COURSE 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. ° a o .+ o CD (D 0 a 4 PROPOSED 8" 21-A 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. ° ° BASE COURSE / 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT PRIME COAT RC-250 ® 0.3 GAL. SQ. YD.\\%\\j\\%\\j\\j\\%\\%\\%\\/\\%\\/\\%\\%\\/\\%\ j ( J• COMPACTED SUB -GRADE /\//\\//\\//\\//\\//\\//�\//�/i /i\//�\//\\//\\//\\/�\\// ... _ 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT ORGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS -.rL i O L 9. ENCROACHMENT' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR \ \\ - - �� ♦ - BAPU LEV VIEW COURT S TRAFFIC SAFETY, SHALL NOT BE PERM/TIED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHOR/ZED BY 12 BUILDER'S OPTION: AREA MAY BE CONCRETE. ASPHALT PAVING - PRIVATE ALLEYS �- P0BL1R0AD"`R ' Q PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. BOTTOM OF CURB MAY FOLLOW SLOPE OF - # J 0 ROLL TOP CURB SUB BASE PROVIDED A MINIMUM DEPTH NO SCALE LOT 84 ALBEMARLE COUNTY NO SCALE OF 7 INCHES IS MAINTAINED. m I sTo /1 \ o N LL GENERAL CONSTRUCTION NOTES PROPOSED 2" SM-9.5 PROPOSED 2" sM-ss \ \ I �° ', I �° DTas }- SURFACE COURSE SURFACE COURSE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY - LOTS REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. PROPOSED 6" 21-A PROPOSED 8" 21-A SPA J 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS BASE COURSE \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ BASE COURSE \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ TRIP GENERATION CALCULATIONS ///i//i//i//i//i//i/!i///%/ii//i//i//i//i//i/ N ~ OTHERWISE NOTED. COMPACTED SUB -GRADE \\\\\\\\\\\\\\\�\\/ /�\\\i\�\/i�i`�\/ COMPACTED SUB -GRADE SCALE: 1 =1o0 ..\ \ LOT aT J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND ///j j\//i/ CO SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DIS77JRBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. ASPHALT PAVING -EMERGENCY ACCESS ROAD TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL oPeN SPAce A SPHA L T PAVING - DRI VEWA Y I m" 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER NO SCALE (iOTH EDITION) 0.09 ncRes N ARE TO BE ACHIEVED. NO SCALE - 20 SINGLE FAMILY DETACHED UNITS (CODE 210) 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, CD IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE ioo SINGLE FAMILY ATTACHED UNITS (CODE 230) 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES PROPOSED TO BE STATE MAINTAINED: 20 MULTI -FAMILY APARTMENT UNITS (CODE 230) 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS lIl. N Q 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY 29 i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ( TOTAL ADT: 1,067 VPD (534 ENTER/ 534 EXIT) CFR PART 1926). ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING TOTAL AM PEAK: 7o VPH (i7 ENTER/ 53 EXIT) ` ' \ "" Q O COVERED. L.L TOTAL PM PEAK: 8 VPH ENTER 2 EXIT iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF 7 (55 /3 ) \ MULCHAORWOOD `:" - x•:;,:." �M?--.-^'".-. ROADBED BASE MATERIALS. `:1 2" STONE DUST /� /� // / /�/ //�/ v. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL Z W / BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. J Q Noyes: COMPACTED v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED J Z SUBGRADE PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. I I I I I>� �I ( n 2. STANDARSANDFIREET WIDTHS AEANDLL BE ESCESTANARDSTORDANCE WITH ALLOW ADEQUATE GREENWAY PEDESTRIAN TRAIL FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS C/L POINT OF C/L POINT OF i 1' v�1 STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE R/W cc-z FINISHED GRADE C R R� R� FINISHED GRADE R� I..L J WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE NOTES: NO SCALE POSSIBLE. ORB CUR �i SHEET 3 FOR NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY. i, THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE "PRIMITIVE vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF ROLL TOP CURB ROLL TOP CURB Uj TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION T.H. THE FINAL INSPECTION. 1/4".1 1/4.1 1/r -°�1 1/a- L9 I— < 1 2. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH �°°°°"' L l`i REGARD FOR THE EXISTING NATURAL FEATURES. OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. r ° ° 4•C,}poT � r r ° ° 4 ,,}}ASpDT . r l!-I W 3. THE TRAILSHALL BES MIN. IN WIDTH WITH ASURFACE OF 3-4" MULCH OR 2"STONE viii. FAILURE OFTHE CONTRACTORTO SCHEDULETHESE INSPECTIONSWILL REQUIRE ADDITIONAL SeA'ff sfa"a eASE sfbs O 0 DUST. 2" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. L5' zu 10' IO' BASE 1.5' 2' 3' zu 10' f0' BASE 3" _ J TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING G 5 GRA EL LANE) RA EL LANE) 5' (TRAVEL LANE) (TRAVEL LANE) ELIGIBLE FOR STATE MAINTENANCE. 20' F/C-F/C 20' E/P-E/P LU s 24' PRIVATE ALLEY 30' PRIVATE ROAD R/W < ' ^06 NOTE: PROPOSED LANDSCAPING TO TYPICAL PRIVATE ALLEY SECTION - 24' PRIVATE ALLEY \_� < UTILIZE OUTER 3' OF PLANTING STRIP TYPICAL PRIVATE STREET SECTION - 30 PRIVATE ROAD W Q V / PER 3' CLEAR ZONE REQUIREMENT C� I ANLEE ROAD (STA. 10t00-11*50) - PRIVATE ALLEY HUMBOLDT STREET (STA. 11t00-13t92) - PRIVATE ROAD U = W Rom' `' ' ° R/w 15 MPH DESIGN SPEED I 15 MPH DESIGN SPEED CG-6 POINT OF & G NOT TO SCALE 0 4" CONCRETE 3. CURB &GUTTER FINISHED GRADE CURB &GUTTER 3• 4" CONCRETE I I I NOT TO .SCALE SIDEWALK GEAR ZONE =I LEAR ZONE SIDEWALK %, 2 I-2 1 3,1 R/W CG-6 POINT OF C/L R/a SURFACE jj CURB &GUTTER FINISHED GRADE W EXIST. GROUND 2R EXIST. GROUN Z 2X 2X 2X ROLL TOP CURB 6. PLANTING F",' 1/4 ' 1' _ [.: I C/L POINT OF STRIP 6' PLANTING - R/W FINISHED GRADE R� J 4" Ul VDOT 21A 4" UD-4 UNO GRAIN• :-- eu8' 4 WOT 4"' UD-4STRIP 4" VDOT 21A STONE BASE 2IA ONE U 4" D -4 ♦ BASE ° O R CI POINT OF ZSUBBASE STONE BASE m° 4• ROLL TOP CURB ROLL TOP CURB �' CG-6 REXIST GROUND 5 6 T 4 T A CURB & GUTTER ZZ 4 12' 12' 2.5 6 5 EXIST. GROUND S 1/4 • 1 1/4 1 MW ROLL TOP CURB _ BIKE LANE (TRAVEL LANE) (TRAVEL LANE) BIKE:LANE I / 70 0' 3 .5 m ,,.� 0Nff @b8 �,°° a 1/4"; 1' 2 36' F/C-F/C (TRAVEL LANE) (TRAVEL LANE) ''' z1/4": 1' 1` _ ,•,. 20 E/P E/P 4q,r 4•,11:oT pifB W IY ZJ' PRIVATE ALLEY I' 3' 2B1A f0' i0' BAg 3' i' 4•Ol TYPICAL NEIGHBORHOOD STREET SECTION �61 ' R%F) (TRAVEL LANE) RA EL LANE! S YE z T W PARlf RILCI' DRIVE (PUBLIC ROAD) TYPICAL PRIVATE ALLEY SECTION - 27'' PRIVATE ALLEY 2G' E/P-E P 5' 3' � D• SASE � O CS-SSAR RESIDENTIAL & IfIXrV USr SUBDIVISION STRe AT Dr'SICN SPEND.' 30 AlPff BASTINGS COURT- PRIVATE ALLEY 2e' PRIVA E ALLEr (TRAVEL LANE) RA IP_EL LANE1 *NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF 15 MPH DESIGN SPEED 20' f/P-E TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD ♦ 28' PRIVATE ALLEY NGT TO scALE TYPICAL PRIVATE ALLEY SECTION - 28 PRIVATE ALLEY HUMBOLDT s7w=, (STA. PRIVATE ALLEY TYPICAL PRIVATE ALLEY SECTION - 28' PRIVATE ALLEY Q 15 MPH DESIGN SPEED ZEEflAM COURT (STA. 10f00-12f60 & 14t20-15t00) - PRIVATE ALLEY W NOT TO SCALE 15 MPH DESIGN SPEED Y NOT TO SCALE V I GI R IXIE-90E ONLY (N1fOtE �� I R 1 \\ L R 5' WIDE CONCRETE C/2 CG-6 CG-6 CURB & GUTTER CURB &GUTTER R 5'A CONCRETE i R1W CA POINT OF FINISHED GRADE ROLL TOP CURB R� CURB & GUTTER O O J SIREET STREET I/4'I TREE R'M''S"�D TREE 14'•I �- \ 3' d EXIST. GROUN •;., / SIDEWALK FPOINTINISHED GRADE 3: 1 � EGRDUNO i/4' I' 1/I"Y SURFACE EXIST. O ObN 1 1 1 • " - .. .-. .... 3.y EXIST. GROUND 2X 2X 2 31 ': LLI CURB CURB � \ 4" MOT 21AINE 6' PLANSTRIP NC •.. `' l9 {z1AJT t2 T 6' PUNRNG STRIP 4' WOT 27A S 4. T 2 O W W EXIST. GROI/ND SE'EsW ,, R MI RNC STRIP CUTTER WAI£LWAY TRAIfl.WAY CUTTER RANIMG STRIP SIOEWALA' EXIST. GROUND STONE BASE SUBBASE sT60 51dIE STONE BASE \ BASE 1.5" 3' 10' 10' EXIST. GROUND f.0 5 e,�s[ 6 2.5 6 5 EXIST. GROUND (TRAVEL LANE) (TRAVEL LANEJ JB' 15' PARKING ' "'• RIM' (TRAVELO, DY LANE) (TRAWL LANE) 38' JOB NO. 69 44' PRIVATE ALLEY 112066 TYPICAL NEIGHBORHOOD STREET SECTION54 �' R/)V) TYPICAL PUBLIC STREET SECTION TYPICAL MZICHBORHOOD STREET SECTION (49' R11#) TYPICAL PRIVATE ALLEY SECTION w/ PARKING- 44' PRIVATE ALLEY ARBOL&9.4 DRIV4 J(EYERS FAX BARIYLEY VIAT COURT ,& ANLEE ROAD (ST4 11f50-"-A50) - PUBLIC ROADS LEEHWI STRtg"AT (PUBLIC ROAD) LEEHAM COURTtt �STA. 1260-1420) - PRIVATE ALLEY SCALE CS-SSAR RESIDENTIAL & MIXED USE SUDD1VIS10.v STREET DESIGN SPEED 15 ,vnv CS-SSAR RESIDENTIAL & JfIXED USE SUBDIVISION STREAT DESIGN SPEED.' 25 .ifPH 15 MPH DESIGN SPEED AS SHOWN PARAZAV ONE SIDE ONLY NOTE: NO ON -STREET PARKING PROPOSED. NOT TO SCALE SHEET NO. NOT TO SCALE 10 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES WATER SEWER A 1H o I1: £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS WATER OR SEWER ONLY - 20' MINIMUM WATER 14 SEWER 30' MINIMUM ■ SEE PART 3, PARAGRAPH DI SEPARATION OF WATER 8 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;" 8,?4. 1B" INITIAL BACKFILLN MIN. BEDDING 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 UNSTABLU�-_GRANULAR INITIAL BACKFILL 4 1 a 8. SOILMIN MIN#68 STONE FILL ASPROVED BY ACSA\TA bCi STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6' IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 (4) 1• (25mm) DW HOLES ON •� SOLT2CII CIE.(�4mm) CIA 2" (51mm) LETTERS (RECESSED FLUSH) 7' [25mm] D 1 AR (2) CLOSED 1_ PICKROIES SP\v 1 1/2" D 138MMI 2] O O M S� W R N N (2) CORED u O PICKWS T 1 1/8' (29mm) DL4 BOSS D 27 1/2/2- DIA 1 1/2" mm] 1 J 1367. m2661/4' OW� [778mm] I- [ 67mm] 26" DIA 1 i/2• 90 mm] t/4• (6 [m) DIA] 3 1/8• 24" DIA NEOPRENE GASKET [79mm] -S O[806mm] 28 7/76' DIA 5/8' 23. O IA m [722mm] [16m, [564m-1 1 'T(1 36• DIA 25" DW rlA [914mm] [638mm] FRAME SECTION C.D. OF CASGROOVE KET SECTION (4) 1- (ssmm) DM loos ON s2 3/.• (w] ) I N 27 7/2' DIA (3BmT] WOLF a [S99mm] 26 1/4" DM 0' r'-"` I6s7mm7 f""I Cnamm7 f F [608mm]l ( 26 7/,B• I 6/B• F- [7226- J -1 Ci6mm] O D 36• D44 j914mm] Ii''� 0 26' [68Omm 13/IV [38mm] FRAME SECTION I [20mm] 2- ISI LETTERS (REOESED Fil aH) 3mm]'I [nSMnj 3 D 22 13/7S` 2 1/8" [97rnmmm] [579mm] [54mm p 25" i 3/8' [635mm] D 11 /i6' [35MMI 9/16" O.D. OF GKT GROOVE [17mm] [14mm] SECTION VIEW 1 4" 6mm DIA CIM BOLT ASSEMBLY NEOPRENE GASKET DETAIL L (2) WSI R 1/iB X 5/8 X 1 1/2 S C fi 7800• `` (PiatCOROBAR6 i 5/D" /e RUBES PART# ODSetOAS (2) BLT NIX 5/8-11X3 1/2 SS l W [5mm 2400• [41 PART/ 009aim [6mm 1/2" 1 1/8' (29mm) DIA BOSS [13mm .63 01A STAINLESS STEEL ROD (2) # O S13 5 15D 00 s3 PERT# OpS81016 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES: 2) NO m D/e-11 ZN NYLX PART# 00961284 1. ALL MANHOLES WOFBN 100 YEAR FLOODPLAIN OR LOCATED D1 AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NO RX JAM S/B-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART{ W081M 3 COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SWUM ASSEMBLY. (2) 1905R LOCK LUG TYPICAL WATERTIGHT (SHOED PA" 00180585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E TD-32 p e r• r r• r• 1 1 E • NA PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) CU.YD. 1• COMPRESSIM N 3M NAME PIPE CMFUNO ON APPROVED EWAL r T,PE x_ sDFr COPPER RI USE L ATTACHED R DUAL FROSS AND AL ON SI VI OR PURL RERDENTK AND IRRIGATION 6FRNLES. I.A.A. TEE ROM O ND sIETTED RTnNGs � 2, DUAL SERVICE R 1• NMPRE5510N x 3/i MALE PRE COURIND OR APPRDVED EQUAL I• TTPE i SOFT COPPER MR USE ON DETACHED BINDLE FAMILY RESIDENTIAL %RHOS WERE AN IRRIGATOR METER IS NOT PRONOED. SINGLE SERVICE ICE NOT:: 1) SADDLES SHALL BE USED ON PVC PPE. I -PAST IRON UD { NMSHED GRADE IDCXWd10 METER AL Box m, MIN. COPPERSETIFR 1/6 BEND COURUNMS� p S• METER ... ri CORPORATION Sly _�-1.1 K(•-T iT DRIa( As F� ,t NECESSARY SING W FIST UNDER NN AA''1!i. ty`•..' e VI MAIN PIPE 12- IRS WNI AND BONER (2-Na1 T 4' �: �+F"" LORD STONE POCXET. NN1i MWINLM 1XIgWE55) �I:11ti,'EI�•<_ SEC. = NO. ST APoREGA,E TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG, W-BA TO-10 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) s. 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-SS2-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 01. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 203.4 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION ATTHE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. iS. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Y T 12" 18' PIPE SLOT (2 PLACES) ASIM A36 AND NIX NO ASTIR A588 (TYP) UNDISTURBED EARTH UNDISTIRBED 2 - 3/4' DM SOIL (TYP) ALL -THREAD ROD 1. ". WATER MAIN ( UVZ 3 VALVE 24"MIN UNDISTURBED EARTH I:IAIC v �'.; ,� CLASS A-3 CONCRETE MIN B" ELEVATION UNDISTURBED SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE OMEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. J. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NIS R9• W-3C TD-6 COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID 18" METER BOX e Airy A�ry �'Y ryN 'L 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN -mil BRANCH 2„ FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND UPEXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-t3 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 MARKER PLUG END OF - MAIN UNE-(T I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES It SEWER SERVICE LATERAL CONNECTION N,T.S. FIG. S-2 TD-33 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 18"-22" 7 CU. FT. �ALVE BOX #68 STONE-1 6' GATE VALVE 8" X 5" TEE 2500 P.S.I. CONCRETE V :, BASE AND THRUST BLOCK AGAINST •T'�I UNDISTURBED STABLE SOIL. STEEL PILE MEN THE SOIL IS DISTURBED OR EN 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 DIMENSION B ➢IMENSI13N C 1 1/2, 311' 510, TO' 2' 3'1' 510• 'B, 5• MIN, 4' S' MIN, 1 12' MIN.I HIM GREATER THAN 4' MUPDSALS WILL BE SUBMITTED, B SIDE VIEW �75' DIAMETER DRILLED IDLE FOR TOUCH READ )NITS. TOP VIEW 3" DIAMETER FLAT UNDERNEATH FACE 24• X 36- ALUMINUM ACCESS HATCH TYPICAL METER VAULT AIR RELEASE VAL' BRASS OR BRONZE PIPE SOLID CEMENT BSLOCKS N.T.S. FIG. W-7A TD-14 '--TYPE "K" SOFT COPPER STOP GRADE GATE STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES LINES 12" AND LARGERSMALLER SEH2 N A.R.,VU AND FITTINGS AND FITTINGS. FOR WATER 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORI 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 `o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL w FINISHED GRADE I I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II z u E 'a = N a M.J. GATE VALVE WATER LINE In 6 1 _ I 2500 P.S.I. CONCRETE 2'K 2' BEARING AREA. THRUST BLOCK,Q v. A < A 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 VA VALVE BOX 4" DIAMETER BRANCH I I AND VALVE T �S7--� PLUG VARIES WATER MAINS \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC iD 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 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 FRAME & COVER (SEE FIG. S-1-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL MIN STEPS CAST IN PLACE 3'-0" PRECAST REINFORCED CONCRETE SECTIONS 12 MIN 00" RING SEALS • 16 MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE CONCRETE- ° VARIES DEPTH OF FLOW CHANNEL. BE 3/4 DIAMETER OF CONTRIBUTING 'A -- SEWER. A FILLETS D INVERT OR A SMOOTH a TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A Tn_9r SCOTT/R. Cl9LLINS Lic. No. 035791 °;, 7/22/22 A$ �SSIONAL E�O� F Z w f O U1 Ln on U1 0 (.D m U) Z Z p D6 w u F H � c g z (II o CLr > LL f�.I Z (f) Z 3 z F- � d Z (¢ U I- U) O Ow FBI o U d 0r Z Z LL //�/� N` > '�' Q z Lu a a m W W z J LL r Q Lu J ' Q Z W d LL w Ln w � 4 N (D (D CD (D C) z LuT CA ^ I..L z M / � J CV I--i ffm COO W O /���/� W CA W N O > � Ld J Q J J 0 < z�w� Lu W� Q /^ Q 1 w Y � O z Ln~ J J_ ZL I r � I O W O JU J w Y 0� O O O ran V N z W �J w a w M JOB NO. 112066 SCALE N/A SHEET NO. 1OA VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 20 50 PROPOSED 6" G.V TO ANLEE RO, I NTE HASTINGS COURT w/ MEYERS WA ( IN FEET ) 1 inch - 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 200 F,-7r ( IN FEET ) 1 inch = 50 ft. PVI STA: 10+83.00 PVI ELEV: 662.65 K: 25.66 LVC: 80.00 LOW PT. STA:10+94.32 LOW PT FLEV- 662-0A 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: 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 y.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. HIGH PT STA: 12+44.19 - _ RAPHIC SCALE 54D A7�� PROPOSED 8" CL. 52 - O Wz 3a aW5WWWw0 �LLWw NIN EWWEETW, WW WWWWWWwWWWWy.WWwWWWWwWyWWWWwW Flo Inhw30 WfW . EXISTING FIRE HYDRANT PRWW.WWWWWWWWWWy .WWW WWWy W."WWw WA O ASSEMBLYw/8x6TEE WW -w w w w w w w w w w w w w w O W W .. .. W W W ios66 � 22+00 5',-A 22+50 23+00 23+So_ _ z4+00 w wow- 1 W �y W+. w�rw �w "P- LLJ - - _�- �� _ �4+50 w�-wLu l/1 �o REMOV REMOVE PLUG �5+o �w�w \ \� L 53 O O EXISTING 8" DI WATERLINE SS+Sow z 54 ERI +oo w\ W Wes. W W EXISTING 8" DI WATERLINE LI Z6 W W . ° . -y676 67*L 2r ---- . W W w W W 6 74 . W . W .w a 74 W 74-------_ W ✓w :W WSW �w w W W w N r\ 672 �y �•\ a I a> w y 67 �W W w \w y y W w W W y W WI W W 0 ro c^0 // / \ \ �W 67� "\X � O \ � i I � �� ' �66_ sO PVI STA: 14+50.00 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.00 9-7r - / J ll mum r I r- r V: 00 .21 LUVV r I r r V: 00.1-74- / J 0 0. ul 0 PVI STA: z+So.00 0 0 0 °o m °o rn M + M + M � PVI ELE K: :664.52 ry O ^ a N ^ + ^ vim + ko INTERSECTION OF MEYERS OH Li r+ w 3 LVC: o. oo.00 + .. Njj N°6i w/ARBOLEDADRIVE(STA. W N w ,, u m u w 670 > > 0 �, 0 m u m > 670 o EXISTING GRADE (TYP.) + a W O + o 00 �o INTERSECTION OF MEYERS WAY (STA. 15+37) 0J 2 00 N w w/ HASTINGS COURTS (STA. yo+oo) INTERSECTION OF MEYERS WAY (STA. 10+00) w > > op w/ ANLEE ROAD (STA. 14+72) > m > w PROPOSED GRADE (TYP.) 6h2 665 m w 665 v oT sTD. cD-1 12�0 -1.41� �3-5 IL Y PROPOSED 8"x6" TEE w/ -z.00%� (z) - 8" G.V. & (1) - 6" G.V. VDOTSTD. CD-z IN. PROPOSED AIR -RELEASE VALVE 660 VDOT STD. CD-2 66o � 4 & 6" go BEND 1.3' PROPOSED FIRE HYDRANT 1.1' \D WATERLINE 5 4 ASSEMBLY w/ 6"x6" TEE PROPOSED 6" CL. 52 DI WATERLINE 6.5 7oA 6WSS 7�E PROPOSED STORM PROPOSED STORM 655 SEWER CRI SSING SEWER CROSSING 41 75 ROPOSED 6" CL. 52 DI WATERLINE 650 7oE PROPOSEDSTORM 650 SEWER CROSS NG PROPOSED STORM PROPOSED STORM PROPOSED STORM SEWER CROSSING SEWER CROSSING SEWER CROSSING EXISTING SANITARY 645 SEWER CROSSING 645 O M M m N 't 0) O' O O to m M O N Ol ri 00 M H ,y of .t n O .t 'i n O M of ''I ry 1 H M d' I� f .t t0 ,�:1 w rj w to n'�D V1 't n'1 S M M ,y .t n'1 O 00 6 n 06 00 6 ID1 10+00 PVI STA: 10+17.55 PVI ELEV: 665.29 K: 2.50 LVC: 1o.00 LOW PT. STA:1o+17.55 10+50 11+00 11+50 PVI STA: 11+5o.00 PVI ELEV: 668.14 K: 120.33 LVC: 30.00 HIGH PT. STA: 11+65.00 HICH PT ELEV- 669-tl. 12+00 wvv i i v. wy3w '^ a)� Ln rn 0i L9 m 00 000 o a N 0 N D + W +° W o `o +w PVI STA: 10+77.55 rl ui li H w Ln u �L PVI ELEV: 666.49 vi > 6i > > m 675 >w K: 110.33 m Co w w 675 m w LVC:30.00 LOW PT. STA: 1o+6z.55 INTERSECTION OF HASTINGS COUR' L W PT ELEV: 666.19 w/ HUMBOLDT STREET (STA.16+81) Ln^ ^ 0 ND ROAD - ST) 670 +w m dd +� 6 70 O .. 0 w > > RSECTION OF u 2 p0 5 (STA. yo+oo) > m 00 > w Y (STA.15+37) 2 23% p00 6651 1 2/ 665 2.000 F LL ( P.) VDOT STD. D-2 PROPOSED GRADE (TYP.) 66o EXISTING GRADE (TYP.) 66o PROPOSED STORM 45 SEWER CROSSING 655 655 o� x m o O N 00 m m �0 ID 10+00 10+50 11+00 11+50 12+00 HASTINGS COURT PROFILE (DESIGN SPEED=2S MPH) 12+50 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 r (STA. 11+26) ,.21+93 Sl EL EXISTIN 15+50 16+oo 16+5o 17+00 WAY (STA.16+55) -2+54) Q1 0 PVI STA: 25+00.00 PVI ELEV: 672.:ts SCOTT /R. C15LLINS U Lic. No. 035791 °� 4/5/22�� oN'SIONAL E�G� C g u ° Z m C d i IA C V� Z Lu z , O r C H O J U) ? 6 w o D s o ° 685 I UWJ I Iz o K:4 3.47 N o PVI STA: 22+00.00 LVC: oo.00 tD + I'l �o PVI ELEV: 666.37 HIGH PT. Sl A: 24+86.70 10v Lij H K.3 .91 HIGH PTELEV: 671.22 0 0 v> w LVC: 2oo.00 0 II 680 LOW PT ELEV: 667.59 0 O tD n w `rDi ui _ 2 o F 0 m > > 0 w ° kD m m TIE-IN TO EXISTING PARK RIDGE w w N w � I n w DRIVE PAVEMENT - STA. 25+80 675 Oi > > w m -Z In > > w EXISTING m - J w ROAD = v PROPOSED AIR -RELEASE VALVE GRADE 670 1. EXISTING FIRE HYDRANT -2.61% - - - ASSEMBLYw/8"x6"TEE 3-5MIN. VDOT STD. CD-2 TIE-IN TO EXISTING 8" DI WATERLINE 6 PROPOSED FIRE HYDRANT PROPOSED 8" CL. 52 DI WATERLINE y.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 �} O 'i 0 V1 l0 M N Ln N lD 01 ,y W to ry M lD O M W O M n of O O M N l0 n 1� 't n D> 'i � 00 Ol w W w � iD oo � b 00 0 � m m w O at ^ w N O ^ O '1 ^ O 'i ^ of O 01 15 D wn 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) PVI STA: 16+72.00 PVI ELEV: 679.53 K: 4538 LVC: 15o.00 HIGH PT. STA:16+51.97 HIGH PT ELEV: 678.95 PVI STA:13+75-00 PVI ELEV: 675.93 O 0 N �D o o l0 m PVI STA: zo+oo.00 K: 62.37 m + PVI ELEV: 672.66 LVC: 1oo.00 w w K: 13.8.83 LVC:1z5.00 HIGH PT. STA:14+z5.00 of v > vi v > w HIGH PT. STA:19+37.50 HIGH PT ELEV: 676.54 m m w HIGH PT ELEV: 67- .A7 25+50 26+oo 0 000 'N'I-zt, O Vl 00 INTERSECTION OF PARK RIDGE DRIVE (STA. 16+33) o rl o a o + � + + w/ LEEHAM STREET (STA. n rl N 0 + 0 NH M. XISTING GRADE (TYP.) + ° W vi w > vi > vi w > Hw v > PROPOSED GRADE (TYP.) i v N u w 680> 00 > °J > 00 > Lu ROPOSED AIR -RELEASE VALVE v m U w w J _ ELEV. 6STA 1 7 .08 INTERSECTION OF PARK RIDGE DRIVE (STA. 12+92) / _ m w V�1 w/ ANLEE ROAD (STA.11+32) 1.21% INTERSECTION OF PARK RIDGE DRIVE (STA. 20+48) 0 EXISTING ROAD GRADE PROPOSED FIRE HYDRANT 2'p9 w/ARBOLEDA DRIVE (STA. 9+95) 0 o w TA1o+ 2 953 TIE-IN TOEXISYINGHILLTOP z81% ASSEMBLYw/8"x6"TEE +o Iw 6 75 STREET PAVEMENT - STA. 11+ 43 3 5' MIN. N Lu LEV. 6 z. 8 3.6z� FILL(TYP.) VDOTSTD.CD-1 m Ln m -Z A 10+ .28 PROPOSED 2.3 \ _ EV. 673.99 v 8"x8" TEE w/ PROPOSED 8" CL. 5 2 DI WATERLINE (3) 8" G.V. 6oA � 3.1s% a E EV.671.72 VDOT 1.3 STA 10+6 .10 9oA PROPOSED SEWER STORM CROSSING y3 \ ELEV. 673.24 8" DI WATERLINE 1.4' PROPOSED SEWER CROSSING STORM PROPOSED 8" CL. 5z DI WATERLINE 6 0' 56A 665 .s' TIE -INTO EXISTING 88A PROPOSED 8"x8" TEE w/ (3) - 8 G.V. PROPOSED SANITARY 8" DI WATERLINE PARK RIDGE D R I V E PROFILE SEWER CROSSING PROPOSED PROPOSED STORM PROPOSED FIRE HYDRANT ASSEMBLY (DES GIN SPEED= o MPH) SEWER CROSSING PROPOSED SANITARY ASSEMBLY w/ 8"x6"TEE PROPOSED STORM PROPOSED 8. TEE 66o SEWER CROSSING SEWER CROSSING w/ (3) - 8" G.V. h ,n M 0 'i M of n ip t0 O 1� 0 H N O 00 O O ri O O N d O 00 T, a 111 rS o lD 't �D V1 N rn 0 1` 0 O m 00 I� 0 0l 00 1l 'i 0 M 0 0) 00 d 0 ~ O M M N N I` 'i 0 n 'i N n N M n M 't n Vl w n l0 m n to n 00 06 C6 ~ 00 W O 0 I� I� 0 00 to n L/1 n 't n M N N 0 n '1 01 l0 01 0 lD l0 0 ^ o � l0 ^ w l0 ^ w ^ t0 W ^ ID w ^ w W ^ w lO ^ •D to ^ _ .. ^ ^ ^ 1p ^ l0 l0 ^ lD n � ^ l0 ^ 10 l0 ^ tD l0 ^ l0 n 'D l0 lD 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+50 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 m w cD Fz z O = w i/1 U g j z o � g Q Z ~w U j w In O Q w a w o w Q w to z a wLu o In Ce I C N N O O O L9Q J Z� M C6 i--i N J I --I CO C W�� 0-) 0 04 W" O/ / 0. Z _ J U) J a J U) LL. 0 w L L9 Cl. ~ w z°~z O� W J W0QLu i 2 Q L J °ZS J p I --I Zw � ul ::) 0� O J w E O 0 'an O V UC NLU z GJ w w 0- u') JOB NO. 112066 SCALE 111 _ 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:12.3z LVC:1o.00 LVC:50.00 LOW PT. STA: 11+11.45 HIGH PT. STA: 11+70.70 LOW PT ELEV: 673.22 HIGH PT ELEV: 672.82 n n n 00 r, 00 PVI STA: 12+90.28 o n 1O r, O N 6 6o^ PVI ELEV: 666.59 + N `0 K: 26.69 Ji> �> u ~ U LVC:135.00 680 u m uw w v >w m LOW PT. STA: 13+57.78 PVI STA:14+50.00 PVI STA: i5+5o.00 680 m m w LOW PT ELEV: 665.92 PVI ELEV: 664.99 PVI ELEV: 661.go INTERSECTION OF ANLEE ROAD (STA.11+32) m 00 00 N K: 23.83 K: 4 76 w/ PARK RIDGE DRIVE (STA. 1z+gz) � ^ O) LVC: 50.00 LVC: �o.00 INTERSECTION OF AN LEE ROAD (STA. io+oo) + + 'D HIGH PT. STA: 14+25.00 HIGH PT. STA:15+25.00 w/ LEEHAM COURT (STA.11+47) ,N, w H w HIGH PT ELEV: 665.24 HIGH PT ELEV: 66z.67 675 _ _ V > m V O .t O N O N o N O I� O •i O D cv 675 > w INTERSECTION OF ANLEE ROAD (STA. 13+33) w 00% + � + o + w + � 2 °p� / HUMBOLDT STREET (STA. 11+) w03 It A It w H w ^ w VDOT STD. CD-2 Ln > v > u > v > 92A 2.0 u� FILL (TYP.) PROPOSED GRADE (TYP.) m m w w m m w w 670 VDOT STD. CD-1 60 EXISTING GRADE (TYP.) 670 o i PROPOSED STORM INTERSECTION OF ANLEE ROAD (STA. 14+72) SEWER CROSSING w/ MEYERS WAY (STA. io+oo) 39� 665 PROPOSED SANITARY� 3.5' MI ' -1.00°' 665 SEWER CROSSING 87 PROPOSED 8"x6" TEE w/ 3 PROPOSED 8"x8" TEE (z) - 8" G.V. & (1) - 6" G.V. i°i W/ (3) - 8" G.V. END ROAD - STA. VDOT STD. CD-1 PROPOSED STORM 66o SEWER CROSSING 3.4' 2.3 FILL TYP. 660 8oA PROPOSED 8" CL. 52 DI WATERLINE PROPOSED SANITARY SEWER CROSSING Z I 655 PROPOSED FIRE HYDRANT PROPOSED 8"x6" REDUCER i 76C 655 ASSEMBLY w/ 8"x6" TEE PROPOSED 6" CL. DI WATERLINE 76A PROPOSED STORM PROPOSED 6" go' BEND TO PROPOSED STORM SEWER CROSSING MEYERS WAY WATERLINE SEWER CROSSING 65o 650 _PROPOSEDSTORM SEWER CROSSING PROPOSED SANITARY ./ SEWER CROSSING 645 645 VERTICAL GRAPHIC SCALE IN FEET I inch - 5 ft. HORIZONTAL GRAPHIC SCALE 50 200 ( IN FEET ) I inch 50 ft INTERSECTION OF BARKLEY VIEW COUR w/ ARBOLEDA DRIV n 00 Ol ^ 1 n W'o it M l0 ^ M n `0 M .t n'1 ^ ID N M n ' N .t nl ^ rl n L 0 1� ci ^ ry 0) � ko'o N H O 6 n ^ lV m`D ci O lD W w� m d O o6 u1 ko w � H O ko w Ol tD W V1 ca � ID ID t M � m H oo 0) N ci 10 lD ID m 0) 00 00 � w ^ O1 0 N O 00 w 10+00 10+5o 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+oo 15+So 16+oo 16+5o ANLEE ROAD PROFILE (DESIGN SPEED=25 MPH) PVI STA: ii+65.00 PVI ELEV: 667.75 K: 53-75 LVC: 215.00 LOW PT. STA: i1+65.00 PROPOSED GRADE (TYP.) LOW PT ELEV: 668.82 0, 0 0, 0 PVI STA: 14+00.00 Di N o PVI ELEV: 672.45 + O +� N K: 33.00 u u LVC:255.00 HIGH PT. STA:13+38-49 > m 675 m I > w i>,� HIGH PT ELEV: 670.56 PROPOSED 8"x (2) - 8" G.V. & (i PVI STA: 10+17.50 PVI ELEV: 664.88 K: 2.50 LVC: lo.00 LOW PT. STA: 10+17.50 LOW PT ELEV: 664.Q1 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/LAND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. PVI STA: 11+51.00 PVI ELEV: 669.o5 K: 14.20 LVC: 30.00 HIGH PT. STA:1i+66.00 HIGH PT FI F\/- rrn x LO 00 0 ° m PVI STA:1o+80.00 0 a °o m N+ o n o PVI ELEV: 666.13 m LD kD LD K: z6.03 '°+ w vi u N w N vi u LVC: 55.00 w H u ui u > m > w LOW PT. STA: 10+52.50 u m u w 675 m w LOW PT ELEV: 665. 8 m w 675 O BEGIN CUL-DE-SAC - STA. 11+68 00 n OPOSED GRADE (TYP.)+ D ri w [PORC END ROAD - STA.670 u m °�° 670 2.00 m ;1D 1 (STA.10+00) VDOT STD. CD-1 I L T E(STA.i5+z6) -' IN. 665 2.00% 665 /f EXISTING GRADE (TYP.) ROPOSED BI VDOT STD. CD-2J 7 ROPOSED 4" CL. 53 DI WAI 1.2' 660 PROPOSED 8"x6" REDUCER 660 38C PROPOSED FIRE HYDRANT i" TEE w/ ASSEMBLY w/ 6"x6" TEE I - 6" G.V. PROPOSED STORM SEWER CROSSING 655 PROPOSED 6" CL. 52 DI WATERLINE 655 Vt ,Mj Ol H I� 0) Ln w u1 l0 ID w ul n ID w o V1 'D00 I to ID W LD O tD w w LD w 10+00 10+50 11+00 11+50 12+00 12+50 BARKLEY VIEW COURT PROFILE (DESIGN SPEED=25 MPH) PVI STA: 16+67.98 PVI ELEV: 657.10 K: 31.92 LVC:15o.00 LOW PT. STA: 17+42.98 LOW PT ELEV: 656.32 +31 .OW -OFF ASSEMBLY ERLINE 675 INTERSECTIOARBOLEDA DRIVE (STA. 9+95) ° rn u, mF a, w/ PARK RIDGE DRIVE (STA. 20+48) + D + � INTERSECTION OF ARBOLEDA DRIVE (STA. 12+54) " lii '" 6i17 + ~ + Li 670 00� w/ MEYERS WAY (STA. > m PROPOSED AIR -RELEASE VALVE > w ; LL 670 ILL (TYP.) Lu VDOT STD. CD-1 VDOT STD. CD-1 INTERSECTION OF ARBOLEDA DRIVE (STA. 15+26) PROPOSED 8" CL. 5z DI WATERLINE 3.5 MIN. w/ BARKLEY VIEW COURT (STA. 1o+oo) VDOT STD. CD-2 665T:i� 665 419' 3-3' 1.3' PROPOSED 8"x8" TEE S w/ (3) - 8" G.V. PROPOSED FIRE HYDRANT �3q6 43' 4:9' ASSEMBLY w/ 8"x6" TEE V STD. CD-1 2 8 IOT 52A 35 G60 PROPOSED 8"x6" TEE w/ 660 (2) - 8" G.V. & (1) - 6" G.V. 3.5' I TIE -INTO EXISTING ARBOLEDA VDOT STD. CD-1 53 PROPOSED STORM DRIVE PAVEMENT- STA.18+29 47 SEWER CROSSING PROPOSED STORM PROPOSED STORM 5op EXISTING SEWER CROSSING 655 SEWER CROSSING PROPOSED STORM PROPOSED 8"x6" TEE w/ FL ( YP.) 1'O ROAD GRADE % 655 SEWER CROSSING (2) - 8" G.V. & (1) - 6" G.V. PROPOSED SANITARY STORM GRADE (TYP.) (ii � PROPOSED -----EXISTING SEWER CROSSING SEWER CROSSING PROPOSED 8" CL. 52 DI WATERLINE 1.1' 65o PROPOSED FIRE HYDRANT 34A - ASSEMBLY w/ 8"x6" TEE TIE -INTO EXISTING PROPOSED STORM 8" DI WATERLINE SEWER CROSSING EXISTING 8" DI WATERLINEJ 645 645 0 V1 O 0 V1 O . ci N It 00 �. S m n! 0) -It O M M . It L O 00 0) 0. 1� i0 O O 10 I� Vl 00 l0 O O N M 10 �t l0 0 tD In ry 00 ' ^ m N ry v1 H r` a0Lin O7 W OD rz 0] 00 01 0 O 0 O 0 01 00 00 ^ lD M M � ci `t m � 1� � � � � � � N d 9+5o 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+5o ARBOLEDA DRIVE PROFILE (DESIGN SPEED=25 MPH) 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 9 SCOTT /R. C&LLINS Lie. No. 035791 0;p0 4/5/22 A�SSIONAL 066� uu Lu � C7 Z m O u Ln ~ z O °6 w O in x u H ti ~O x 5 Z �/� O C g V/ � Z U Z V) <z� O Q om J O cc O s z H O o. wEn LL ti M W J di a W m Q z a wo W > 0 o Q Lu a c o LuLu z a °� Ce Lu NDN IN IN IN IN IN IN CD IN O O O z J Cn Zti M M i--i N J_ WCN O 06 a)o WNO z > J C!1 J Q LJJ LL J z J U) L L. O Lw � ~ LJJ z° ~z E Lu v , w W " = a f1 wx ul Z)J W J Q U Q z��� W O J� o J� Q 0¢0 u�m z Lu � J w W a � JOB NO. 112066 SCALE 1" = 5o. SHEET NO. 12 0• • PVI STA:11+1z.00 PVI ELEV: 674.10 K: -40.11 LVC: igo.00 INTERSECTION OF LEEHAM COURT (STA. 14+99) LOW P . STA:11+46.78 w/ LEEHAM STREET (STA.11+3z) LOW P F ELEV: 675.40 6 8 5 n O� EXISTING GRADE (TYP. 685 �w V > w > m / W Wm 680 BEGIN ROAD - STA. 1o+10 INTERSECTION OF LEEHAM COURT (STA. 11+47) 680 w/ANLEE ROAD (STA.1o+o0) J - a.00% -43 % \ / PROPOSED SANITARY 675 SEWER CROSSING 675 VDOT STD. CD-2 PROPOSED GRADE (TYP.) PROPOSED 6" DI WATERLINE CROSSING 670 A 670 STORM 7PROPOSED SEWER CROSSING 665 665 ) Ol F O I N 00 01 W O 00 .t 00 O Cq . W OD 0 <0 I� D L!1 n � V7 io n W 00 n ko O 00 w � N � 00 LD M 00 IDrll0 .T 00 00 .T 01 00 0 10 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 LEEHAM COURT PROFILE (DESIGN SPEED=15 MPH) INTER! 14+00 14+50 15+00 HIGH PT STA:1o+6o.79 680 HIGH PT ELEV: 665-44 PVI STA: 11+20.03 PVI STA:10+60.7g PVI ELEV: 665.g2 VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. PVI STA: 10+21.00 PVI ELEV: 678.49 K: 2.50 LVC, io.00 LOW PT. STA: 10+21.00 695 LOW FIT ELEV .54 ,4w .. U 690 > m INTERSE 685 INTERSECTION OF LEEHAM STREET (STA. io+oo) w/ PARK RIDGE DRIVE (STA. 16+33) zoo PVI STA: 11+20.00 PVI ELEV:680.47 K: z6.41 LVC:iz8.00 LOW PT. STA: 1o+56.00 LOW PT ELEV: 67q.1q b W _ m VDOT STD. CC 71 PROPOSED GRADE (TYP DF LEEHAM STREET (STA.11+3z) w/ LEEHAM COURT (STA.14+99)� PROPOSED 8" 22.5° BE 675 PROPOSED 8"x8" TEE w/ G.V. 64 PROPOSED 670 SEWER CR 10+00 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE z1A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. PVI STA:13+50.00 PVI STA:1z+50.00 PVI ELEV:69z.z1 PVI ELEV: 689.38 K: 85.40 K:18.67 LVC: 75.00 LVC: 75.00 HIGH PT. STA: 13+87.50 HIGH PT. STA:1z+87.50 HIGH PT ELEV: 69z.94 HIGH PT ELEV: 690.44 ° I °, � °, � N m 00IN m N + + 00 w O co Lu of Lj U , 1 U 00 00 >W W + �o m w Z$% W RE ROAD G CONSTRUCTION - STA.1z+43 695 • • • SCOTT /R. Cl4LLINS Lie. No. 035791 16 ,A 4/5/22 c�Q �SISVONAL E�G� 1n w C7 Fz z O = w in U > z o i o Q z w (N r- U) U O Q Lu z w d W LL W z LU OC N z 0. LLJ o V)LU 685 I uj Io N !Dl 0 0 -ING GRADE (TYP.) 1 z' I / PROPOSED TYPE A BLOW -OFF ASSEMBLY rml . A68A 680 o° PROPOSED STORM SEWER CROSSING DOT STD. CD-2 PROPOSED 8" 22.5° BEND ND PROPOSED FIRE HYDRANT 675 1.1' A5SEMBLYw/8"x6"TEE - PROPOSED 8" 45° BEND A STORM ROPOSED 8" CL. 52 DI WATERLINE OSSING 670 00 Q 00 S O n rl O 00 ei m O N O W 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 LEEHAM STREET PROFILE (DESIGN SPEED=25 MPH) HIGH PT STA: 14+o8.8o HIGH PT ELEV: 668.72 PVI STA:14+26.47 PVI ELEV:668.gq ME PVI ELEV:6 5.04 :331 K:1734 PVI STA: 16+66.38 K:13.3 LVC, io.00 LVC:70.00 VI STA: 15+z8. o PVI ELEV: 667.zg LVC:40. o LOW PT. STA: 11+z1. z akD a PVI ELEV: 665. o K: 10.00 LO PT ELEV:66 5 5 K: z6.o1 VC:10.o0 675 � o O a m O L o 0 o m XISTINGGRADE(TYP.) 0,� � ko +'D LVC:1o5.00 LOW T. STA:16+61. 3 675 N D T ,D � LOW T ELEV: 66 .z O v O v •i lD N l0. N > m > W LOW PT ELEV: 66G.3o . 49 N 0M m m u w N W �� 1J�j 0° "� °n °n °n 4,0 > > > U> PROPOSED GRADE (TYP.) a + m W m , w w \ �o coo w ' w `N w IECTION OF HUMBOLDT STREET (STA. 11+03) N w N w > 0 > 670 w/ANLEE ROAD (STA. 13+33) m w _ > m > w CC L INTERSECTION OF I m _ W w/ HASTINGS COUF _ -BEGIN ROAD - STA.1o+oo .00% \ 1.000A 665 z.00% -3' 4v0 z.00 ° 665 5' MI VDOT STD. CD-z F L z.00°o VDOT STD. CD-2 1 ( p,) o o 5 T412�PROPOSED VDOT STD. CD-1- �CL PROPOSED 8"x6" TEE w/ 660 6" go' BEND TO 660 (z) - 8" G.V. & (1) - 6" G.V.=4- FIRE HYDRANT ASSEMBLY 8zC g3 PROPOSED 6" CL. 52 DI WATERLINE 44E PROPOSED SANITARY PROPOSED STORM PROPOSED STORM PROPOSED STORM 655 SEWER CROSSING SEWER CROSSING SEWER CROSSING SEWER CROSSING 655 N O l0 O CO to ri N w N N 00 N N N 1� N M N N 0) n N Ol N O N n m ri N 00 N O n N 'i N Vl m w � 00 w 6 0) w 6 0) W 6 O n' ^ O n 0) w 00 ci n m O n o6 00 w tD co w "D "D 6 M w w w w ID w w t0 10 \D W 'o tD w l0 lD w W 1 ID "o w ID tD tD W tD W "0 10 W w ID ID tD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo HUMBOLDT STREET PROFILE (DESIGN SPEED=25 MPH) 16+5o 17+00 iUMBOLDT STREET (STA. 16+81) IT (STA. 11+26) Q Lu J z c1r) CM H N J 1--I M d' WC:) V/ p WNO Z J W J Q J _ J z � o 0 LL OW z z W J W < w U = Q Y � uli- J o?j 5 J n z� W O O J � '� J�N Q I.d_ Y 0a0�.�/ C). u q) N z �w �J w W 0 f) JOB NO. 112066 SCALE 111 _ 501 SHEET N0. 13 EX-MH-FOOTHILL-9-4 STA:6+29.23 RIM.6g3.88 670.00 INV IN: 66o.65 TO EX-MH-Foothill-g-5 INV IN: 66o.65 TO MH-45 INV OUT: 66o.4o TO MH-3oA MH-3oB STA:5+48.97 R I M:667.43 INV IN: 6T0 hH-31 INV IN: 659.95 TO EXMoMl-og-4 INV OUT: 659.75 TO MH-3oA 675 EX-M H-FOOTHILL-g-5 STA:7+20.87 RIM:67o.15 INV IN: 661.88 TO EX-MH-Foothill-9-6 INV OUT: 661.71TO EX-MH-Foothill-9-4 EX-M H-FOOTHILL-9-6 STA:8+27.71 RIM:669.i8 INV IN: 662.83TO EX-MH-Foothill-9-7 INV OUT: 662.75 TO EX-MH-Foothill-9-5 EX-MH-GLNBRK-6-1 STA:11+28.46 RIM:671.73 INV IN: 665.94 TO MH-24 INV OUT: 665.74TO EX-MH-Foothill-9-7 M H-24 STA:12+30.07 RIM:67z.o0 INV OUT: 667.00 TO EX-MH-Glnbrk-6-i 675 MH-3oA _ _ l EX-MH-FOOTHILL-9-7 STA:4+94.27 MODIFIED RIM STA:8+8i.98 RIM:666.25 /i ELEVATION RIM:668.36 INV IN: 659-45TO MH-3oB / INV IN: 663.57TO EX-MH-Glnbrk-6-I - 670 INV INV OUT: 659.z5 TO MH-3o / INV OUT: 663.35 TO EX-MH-Foothill-9-6- 670 STA:2+35.8o RIM:655.50 i li - / 8" SDR-26 PVC INV IN: 648.53 TO MH-3oA INV OUT: 648.33 TO EX-MH-Foothill-g-z PROPOSED GRADE (TYP.) WATERLINE PROPOSED 8" CROSSING DI i I I 8" SDR-z6 PVC I I 97.61 LF 1.090/0 665 242.48 LF - 0--- ---- ------- ---I l ---- 66 5 / II II 8" SDR-26 PVC II II - -- LJ EX-MH-FOOTHILL-9-z / 3 2' �__ -_------ __--_ ----- STA:I+3z.o6 PROPOSED 6" DI / 8" SDR 26 PVC 102.64 LF @ 0.85% -- _� r_-- -----1 --- -------- TIE -INTO EXISTING SANITARY RIM:hill- 6553 WATERLINE CROSSING / i 8"SDR-26PVC 8764LF_@1.21/0 ° L r�_ _ __------ __ __ ____ �__- ____zJ SEWER MANHOLE INV IN: 644J4 TO EX-MH-Foothill-g-3 / / 6.26 LF Qa o.59°�--- ---- --- --- o.T 660 INV IN: 644 74 TO MH-3o EXISTING GRADE (TYP.) 7 �___ ------ 80 2DR- 6 PVC 660 INV OUT: 644-47 TO EX-MH-Foothill-9-1 5 7 3 8" SDR-26 PVC 52C MODIFIED RIM ELEVATION 0.7 50.7o LF Qa 0.59% 655 J PROPOSED STORM 655 - _ - PROPOSED STORM 45 SEWER CROSSING SEWER CROSSING EX-MH-FOOTHILL-9-1 3.5' MIN. STA:o+oo.00 SORy6P�?y/o RIM:644.63 6 LF 650 INV IN: 639.27TO EX-MH-Foothill-9-2 / yS6'41 EX-MH-FOOTHILL-g-3 T01 65o / / 30A BE REMOVED AND REPLACED / PROPOSED STORM / SEWER CROSSING-- / PVC ------------------------ ----------- 645 // ; IL i a°soF�36�°� 99�Lk --- --------- 645 SOR L ° ,- ,-'" $ �'" EXISTING 8" SANITARY SEWER TO OE) "' BE REMOVED AND REPLACED II 640 " 640 ,,""',""' I I " r' LJ 635 635 O N a O1 a W �/t C0 01 l0 'i Co N 00 CoO ttl m a i� rl lD l!1 Co QO VI O O lD O O 00 H Ol rl V1 M rl O M O O O 'i N �/1 O1 O ri O O rl O O lD O 0) N rl a a 00 a N V V 0 D V h �i lD n W n O ^ o N D D ^ � f W ^ f ^ p r 0 r O ^ ry O ^ r O n N O n N ^ N 01 ^ N O ^ N O ^ r O ^ O l0 l0 1p w l0 l0 lJ lJ Ln lD lD lD lD lD lD ^ lD ^ lD ^ <0 ^ <0 <D lD w lD lD �D ^ lD ^ lD ^ <D ID 0+00 0+50 1+00 1+50 ,75 67 670 665 ••• 655 MH-31 STA:2+36.26 RIM:668.z6 IM:667.43 EXISTING GRADE (TYP.) INV OUT: 662.5o TC IV IN: 659.95TO MH-31 1 670 JV IN: 059.95 10 EX-MH-Footh111-9-4 JV OUT: 659.75TO MH-3oA / / / / PROPOSED GRADE (TYP.) 4.2 / / g" SDR-26 PVL 232.26 LF Ct CROSSING 0) °o Co I�_ n DD m O m 6 °p0 'D 1D w l0 w l00 t0 w kD 0+00 0+50 1+00 1+50 2+00 2+50 MH-31- MH-3oB PROFILE 665 655 2+00 z+So 3+00 3+50 MH-3oB mry 66o o O K J O0 D x ~~ o 0 O . . H Oos�'O 655 a > > LuLnFx ?w 65o II .I II II II I II I II r 645 a N 0+00 4+00 4+50 5+00 S+So 6+oo 6+5o 7+00 7+So PROPOSED GRADE (TYP 3�5' MIN B.SORT�3.3% 0+50 1+00 1+50 MH-24 - EX-MH-Foothill-g-1 PROFILE w 0 N N O 'D 0)Ll?H M� � Ln > Z 66o 1 2+00 MH-32 - EX-MH-Foothill-lo-1 PROFILE 655 65o (TYP.) 645 8+oo 8+5o 9+00 9+5o 10+00 10+S0 11+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 IN FEET ) I inch = 5 ft. Sa HORIZONTAL GRAPHIC SCALE 200 IN FEET ) I inch = 50 If. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7S 11+50 12+00 12+50 MH-29 STA:4+5438 67 - MH-27 MH-28 INV OUT: 664.83TO RIM:671 MH- STA: z+59.85 STA:3+61.44 RI M:66533 R I M:668.83 INV IN: 657-53 TO MH-28 INV IN: 662.53 TO MH-29 670 INV OUT: 65733 TO MH-26A INV OUT: 66z.33 TO MH-z7 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 / STA:0+97.76 / RIM:65733 INV IN: 650.7o TO MH-26A / / SDR 2r INV OUT: 650.5o TO EX-MH-zz / EXISTING GRADE S" EX-MH-zzG / (TYP.) g8.94LF 66o STA:o+oo.00 / yo/° EX. RIM:656.85 / y6PJ INV IN: 649.78 TO MH-26 EX. INV OUT=649-58 / 59L 93 655 J I I PROPOSED YARD v6F 'le ° DRAIN CROSSINGF�6 sl II 65o 8 SDR-26PV ° 68 � 670 665 655 65o ly 8"SDR-26PVC 77,51LF@1. 93.76 LF Qa 0.77°� TIE-IN TO EXISTING SANITARY 645 SEWER MANHOLE 645 a 00) . m ^ Ol a a D N O ^ N lD �O t00 1 'D w w Ln w '00 0 kD � W W 10 � 'D 0+00 o+So 1+00 I+So 2+00 z+So 3+00 3+50 4+00 4+So MH-29 - EX-MH-22 PROFILE SCOTT /R. OKLINS Lic. No. 035791 , 61� 4/5/22 47 �SSIONAL E�Gm Ln z w 0 o w f Ln co m uLnzz a z I_ 0= O °zs U w Ln z > z o (n 0 cc g > U z g ¢ z Lu O o m a= O J 0 C� N O J V o w z Q C� W w Q W > 0 Co d 0 o Ln WLu J Q Z z W a o r-4 CD m CD CD CD CD CD z L zM co I --I J N I- M � W N O ozS Q W N O > ZJ w U Q LU J LL O L w I ~� LL z Lu >Lu W2 w � TQ 2 U, 1 Y � ` � Lu J u) � z z� f LLJ O J '� � Q 0 <0 C� p� O u z �w �J w w x JOB NO. 112066 SCALE III = 501 SHEET NO. 14 AM* MODIFIED RIM ELEVATI, 670 EX-MH-FOOTHILL-9-4 STA:o+oo.00 RIM.673.88 670.00 INV IN: 66o.65 TO EX-MH-21F INV IN: 66o.65TO MH-45 INV OUT: 66o.4o TO EX-MH-1gF 68o f-EXISTING GRADE (TYP.) MH 45 STA:0+75.82 RIM:674.25 INV OUT: 665.00 TO EX-MH-Foothill-9-4 LPROPOSED GRADE (TYP.) 670 PROPOSED 8" DI 57 WATERLINE CROSSING 5.3' PROPOSED YARD DRAIN CROSSING 665 3 TIE-IN TO EXISTING SANITARY SEWER MANHOLE-I� 660 / Oe 060(0 6. 1ti8 o m a Oq ID p 0+00 O+So 1+00 3:�•7 MH-45 - EX-MH-Foothill-9-4 PROFILE MH-35 STA:4+52.66 RIM:665.83 INV IN: 657.7oTO MH-36 INV IN: 657.7oTO MH-38 INV OUT: 657.5o TO MH-34 670 665 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 :9 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE i WATERLINE IN FEET ) 1 inch = 50 ft- MH-38 STA:o+98.57 R I M:666.4z INV IN: 659.37TO MH-39 INV OUT: 659.17 TO MH-35 EXISTING GRADE (TYP.; )POSED GRADE (TYP 8" SDR-26 PVC 178.65 LFF_0.9� 20 8" SDR-26 PVC J PROPOSED STORM 655 94 57 LF C 1 55% SEWER CROSSING ci W l0 O M Ol 00 .1- M O. 00 100D �O IaOO n l0 ID O^ lD l0 l0 0+00 0+50 1+00 1+50 2+00 2+50 MH-39 - MH-35 PROFILE 675 MH-36 STA:6+8i.03 RIM:673.50 INV IN: 662.53TO MH-40 INV IN: 662.53 TO MH-37 INV OUT: 662.33 TO MH-35 MH-37 STA:7+29.i6 RIM:673.00 INV OUT: 666.00 TO MH-36 MH-35 STA:4+5z.66 R I M:665.83 INV IN: 657.7oTO MH-36 _ 1 - 670 PROPOSED GRADE (TYP. INV IN: 657.7oTO MH-38 670 INV OUT: 657-So TO MH 34 ' PROPOSED 8" DI I - WATERLINE CROSSING PROPOSED STORM 665 EX-MH-FOOTHILL-10-1 MH-34 SEWER CROSSING 87 665 STA:o+oo.00 STA:1+91.79 RIM:6 8 S5 3 RIM-652 45 INV IN: 646.5o TO MH-33 INV IN: 648.20 TO MH-35 INV OUT: 648.00 TO MH-33 r PROPOSED STORM PVC 1.7' 8" SDR-26 LF PVC INV IN: 646.5o TO MH-3z EX. INV OUT: 646.30 SEWER CROSSING a6 D F Z o6% 44.13 Qa 7.86% 660 �' 184sop'-2 66o MH-33 6 53' 9 / PROPOSED STORM 8oA RIM:654.00 SEWER CROSSING INV IN: 647.2oTO MH 34 / 1.0' 655 INV OUT: 647.00 TO EX-MH-Foothill-10-1 NC SV 655 76C S'I 256 -EXISTING GRADE (TYP.) 2.3 65o I I 134.10 8" SDR-26 PVC LF Qa o.6o% 65o 8" SDR-26 PVC 49.69 LF Qa 1.01% I II 645 TIE-IN TO EXISTING SANITARY SEWER MANHOLE 645 a m M a rn o 00 M 0 0 `o o^ N o o�am r, N T Ul o O N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+5o 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 NOTES: 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. 675 MH-39 STA:2+81.21 R I M:668. o8 INV OUT: 661.o8 TO MH-38 670 665 695 MH-37 - EX-MH-Foothill-Zo-1 PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. MH-43 STA:4+17.84 RIM-680.83 690 MH-40 INV IN: 675.03TO MH-44 STA:0+45.o8 MH INV OUT: 674.83 TO MH-42 MH-36 STA:o+oo.00 RIM:673.50 INV IN: 66z.53TO MH-40 INV IN: 662.53 TO MH-37 INV OUT: 662.33 TO MH 35 675 670 PROPOSED STO 655 SEWER CROSSI 665 3+00 660 4IIQq RIM:673 33 42 2.92 INV IN: 666.53 TO MH-41 RIM:67 -92 INV OUT: 666.33 TO MH-36 INV IN: 672 INV IN: 67z.1z TO MH-43 INV OUT: 671.92 TO MH-4-1 MH-41 STA:1+27.09 RIM:675.o8 -' INV IN: 669.28TO MH-42 INV OUT: 669.o8 TO MIA-40 XISTING GRADE (TYP.) i SOFT -tip 5?3 .1A 8" SDR-26 PVC 41.o8 LF Qa 9.25% 2r It w 0+50 1+00 OPOSED GRADE (TYP 8„ SDR- 6?\/C 860/0 141.83 LF�+� g SDR-16 PV 2% 14o.9z LF�� 0 CO IDLD ri � OF 03 00 to ID �o '0 �D 1+50 2+00 2+50 3+00 3+50 MH-44 - MH-36 PROFILE o� No^ O �tD 'D � MH-44 STA:5+32.97 RIM:688.00 INV OUT: 681.00 TO MH-43 690 4+00 4+50 5+00 5+50 675 670 SCOTT /R. C66LLINS Lie. No. 035791 , 1po� 4/5/22 '%�SSIONAL vG 1 z z w 0 o 1n w j Q F z ¢ z O z o = w Ln U a(n o 2: W g U) o0 C 0 Z> C7 a g ¢ z w O o ? a : O e_ O ¢ z O F w a w LL IH ~ J � ¢ I-' w cu o ¢ W N z a ¢ W > Lu � 0 a o N W > Lu z a � Lu En w .�-� N N N W N \ N \ N \ rl N N \ N N \ O V O .-� O O O z z c1r) M N i--i J_ C6 WO 0)o N W O�/ / 13 ZJ Q Ln J_ z J i L~L LL O w Q� H a- z -j LJJ U W w _ Q i 2 Y a } lij Z) z P-1 Q Z V Lj Oui w O J '� C J � Q w N"'00 I� O ®I Q O C °° u z U LU LuJ W w a � JOB NO. 112066 SCALE 111 = 50' SHEET NO. 15 STR:3oB VDOT STD. MH o TP=66733 PROPOSED GRADE (TYP. STR:38 VDOT STD. DI-3C (L=6') EXISTING GRADE (TYP.) INV IN: 649.oz TO 3z TP=665.67 INV I N: 659.0o TO 36 EXISTING GRADE (TYP.) INV IN 6 68 TO 86 EXISTING GRADE (TYP.) 59 3 PROPOSED GRADE TYP m INV IN 66 TO RF STR:36 VDOT STD. DI-313 (L=io') INV OUT: 659.58 TO 36 670 670 STR:70 VDOT S TP=668.08 STR:38B VDOT STD. DI-3B (L=1z') INV IN: 65935 TO 38 TP=666.92 STR:72B VDOT S INV OUT: 659.25 TO 30B INV IN: 66o.02 TO 38D STR:3oB VDOT STD. MH INV OUT: 659.92 TO 38 INV I TP=667.33 STR:38D VDOT STD. DI-313 (L=14') INV IN INV IN: 649.02 TO 32 TP=666.92 INV OU INV IN: 659.00 TO 36 INV OUT: 66o.25 TO 38B INV IN: 66333 TO RF-1 INV OUT: 648.92 TO 30 PROPO 665 665 PROPOSED 8" DI PROPOSED 6" DI WATERLINE CROSSINGL26 WATERLINE CROSSING 660 66o 15 RCP 32.69 LF Qa 0.70% 15" RCP 655 41.07 LF Qa o.58%L655 15" RCP 41.02 LF @a o.56% 15" RCP 1 LF t7a o °/ DI-3C (L=6') INV IN INV IN 72B INV OUT DI PR OSSING WATERLI 650 4s s ss ° 650 o+oo 0+50 STR-72F- STR-72B PROFILE TD. DI-3C (L=6') STR:72F VDOT STD. TP=663.00 TP=663.o8 N: 652.35 TO74 INV OUT: 656.33 TO :6S6.00T07zF T: 652.z5 TO 66 7z 5 SED GRADE (TYP.) 660 66o PROPOSED 6" WATERLINE CR 655 655 15" RCP 32.69 LF Qa 1.o1% 65o 650 m `n 0 M mLO ( Q o OPOSED NE TD. DI-3C (L=6') o � O TP=662.83 Ln r0 0 655.83 TO 7oB 0 °o ,o : 65o.io TO 7oD o m o CO 65o.00 TO 4oB m N O o .. O 665 a ° 665 66o 66o 6" DI CROSSING 1.1' 655 655 L15" RCP 32.68 LF @a 2.o5% 65o 65o 645 645 0 m N m 60 ] : 333 1 INV OUT: 648.92 TO 30 60 7 STR:3z VDOT STD. DI-36 (L=1z') PROPOSED GRADE (TYP.) TP=664.00 INV IN:649.5zT034 U42 665 OUT: 649.4z TO 3oB 665 z /INV STR:34 VDOT STD. DI-36 (L=1o') STR:34B VDOT STD. DI-313 (L=id) Z STR:3o EXISTING VDOT STD. DI-313 TP=65733 TP=657.25 TP=6 54 50 INV IN: 65o35 TO 346 INV IN: 652.5o TO YD-6 w INV IN: 648.25T03oB INV OUT: 65o.25 TO 32 INV OUT: 65o.58 TO 34 z 660 INV OUT:646.00T0 / , 66o a 0 ✓ z PROPOSED 6" DI 0 655 / WATERLINE CROSSING I (TYP.) 655 U a w PROPOSED 8" DI EXISTING GRADE (TYP. / WATERLINE CROSSING g U) c� 3 / 2.8 1.1' Z m U7 V U1 Z Z ° Z m y v 650 / 650 oii o W Ln > Lu g Z O V o` PROPOSED VDOT STD. ES-i / 15" RCP 15 RCP 146.79 LF @ 0.50% 15" RCP Z � wp g U a z Ln 0 W/ RIPRAP OUTFALL / / 1.1' 18' RCP ° 62.95 LF Lla o.64/0 33.01 LF Qa 0.70% O z o< 0 s a 3 118.08 LF Qa 0.57% u u w z 645 �'1-w-1 V/ � w w Z w J PROPOSED 8" SANITARY ~ ¢ a m Ln w o w o N c CP oro 2� �,56 SEWER CROSSING > 0 ca Ln 0 16�F LV a � w 92' Z a 640 INV.OUTI64z.25 640 ce 1ii LL w Ln > w 0 645 645 o m �D m o m m o `D 0+00 0+50 N 00 d t Vl N 1p S O lD w kD �D vl vl o kD to w Ln � STR-7oB STR-70 PROFILE c 6 w - c o+oo 0+50 1+00 1+50 z+oo 2+50 3+00 3+50 4+00 4+50 5+00 0 �- U 7 0+00 0+ O 5 1+00 1+ O 5 STR-3oB - SWM PROFILE w '+ ; .v ; nl ; ru c nl ; o STR - 8 D -STR- 3 3 o B PROFILE EXISTING GRADE (TYP.) STR:64 VDOT STD. DI-3B (L=4') 685 TP-6 STR:S2 VDOT STD. DI-3B (L=6') PROPOSED GRADE (TYP.) o o 0 in CD 0 0 0 = 79.So INV IN: 672.43 TO 64B STR:64B VDOT STD. DI-313 (L=8') NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH INV IN: 673.67TO 66 TP=679.67 OF 4' OR GREATER SHALL HAVE STEPS IN STR:82 VDOT STD. DI-313 (L=8') STR:8o VDOT STD. DI-313 (L=4') INV OUT: 672.33 TO 62 INV OUT: 673.00 TO 64 ACCORDANCE WITH STANDARD ST-i AS FOUND IN TP=666.i7 INV IN: 655-43 TO 84 TP=665.92 STR:8oB VDOT STD. DI-3C (L=8') INV IN: 655.ioTO82 TP=662.92 INV IN: 657 83 TO 8oB INV IN: 658 6o TO 8oD 680 680 THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE ALL DRAINAGE STRUCTURES WITH A DEPTH INVIN:656.67T08zB 670 INVOUT:6 INV IN: 661.5o TO RF-i7 7 55.00 TO 78 INV OUT: 658.5o TO 8o OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN 675 INV OUT: 65533 TO 8o 675 STR:82B VDOT STD. DI-3B (L=6') STR:82D VDOT STD. DI-36 (L=6') TP=667.42 TP=667.42 INV IN: 657.6o TO 82D INV IN: 663.00 TO ROOF-zo INV IN: 663.00 TO RF-18 INV OUT: 6S7.75 TO 8zB 670 INV OUT: 657.5o TO 82 / 670 -- EXISTING ----- GRADE (TYP.) WATE 665 665 PROPOSED GRADE (TYP.) PROPOSED 6" DI PROPOSED SANITARY SEWER WATERLINE CROSSING SERVICE LATERAL CROSSINGS PROPOSED 8" PVC SANITARY SEWER CROSSING 66o 4.1 66o 15" RCP 15" RCP 0 XISTING GRADE (TYP.) STR:8oD VDOT S TP=663.50 PROPOSED GRADE (TYP.) INV IN: 658.85 T 665 INV IN: 659.83 T INV OUT: 658.75 PROPOSED 8" DI RLINE CROSSING 15" RCP 660 118.6g LF @a o.56% 660 z.z' 15" RCP 1.0' 26.02 LF @a 0.58% 655 PROPOSED 8" PVC 655 SANITARY SEWER CROSSING O m V m m N 00 m N � ri to QD to to � TP=669.33 INV IN: 662.17 TO 52B STR:52B VDOT STD. DI-3B (L=6') E INV IN: 658.77TO52D TP=669.33 INV OUT: 658.67 TO 5oB7 INV OUT: 662.5o TO 52 z o ACCORDANCE WITH STANDARD SL-lAS FOUND IN EXIS TD. DI-36 (L=8') PROPOSED 8" DI THE 2oo8 ROAD AND BRIDGE STANDARDS. VERTICAL GRAPHIC SCALE PROPOSED GRADE (TYP. WATERLINE CROSSING O YD-10 5 o ze s 10 20 O RF-16 675 675 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE PR TO 8oB l.o SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. WATERLIN SEE DETAIL ON SHEET 17 FOR HOPE PIPE BEDDING INFORMATION. IN FEET ) 1 inch. = 5 ft. 15" RCP 670 z8.61 LF @ 1.99% 670 m 00 '" m1.0 50 HORIZONTAL GRAPHIC SCALE OQ ( IN FEET ) 1 inch 50 ft. O+00 0+50 STR:50 VDOT STD. DI-3C (L=8') STR-6 B - STR-6 PROFILE TP=668.92 FI TING GRADE (TYP. OPOSED FILL (TYP.) 665 665 8" DI 1.2' E CROSSING 66o 66o 15" RCP 32.68 LF Qa i.o0% 655 655 o lD N m Q C� v U M �� Jo 0 N M ° N o a N oZS Wor)� o `o N N Q v W O � > LL 0 Z ^ J C 0 s J Q v1 4 4 STR:44 VDOT STD. DI-3B (L=6') INV IN: 658.02 TO 5oB J Z W TP=665-75 INV IN: 66433 TO YD-7 0+00 0+50 i H J o INV IN:657-So TO44B INV OUT: 657-92 TO 48 LL_ D INVIN 6 1oTO 6 c 655 118.48LFQa 0.70% z7.66LFQa o_54/0 54 4 - STR- 2B -STR- 2 PROFILE w - STR:4a VDOT STD. MH D p INV IN: 661.5o TO RF-5 STR:52D VDOT STD. MH 1 0 o+oo 0+50 1+0o i+So TP=66 8 d d d 4�5 INV OUT: 654.0o TO 42 TP=67o.33 � 0 INV IN: 653 85 TO 44 00 u m STR: B VDOT STD. DI- C L=io' I� o 1p vi m r+ o INV IN: 659.z7 TO S4 54 3 ( ) H� STR-8oD -STR-8o PROFILE INV OUT:65375T04o i� p � m o �^ 4.5 5 TP=66 8 p ° p o o INV IN:66 oT0 6 INV IN: 662.00T0 D m o 0 O O O _0 INV OUT: 6 1 TO 2 INV OUT: 66o.67 TO 54 w 675 m F 0 0 O ^ 59 7 5 PROPOSED GRADE (TYP.) _ It H �� I� TF F- N F � ^ W Q Lu -gyp D 0 °a0 mn v^ O p Ln ^°� > M W °v ... STR:54 VDOT STD. DI-3C (L=1o') STR:54D VDOT STD. DI-7 o m PROPOSED GRADE (TYP.) m r O� W o .. > m � kD N rn .. TP=667.58 3 Q o+oo 0+50 1+00 1+5o STR: D VDOT STD. DI- C L=8' _ 0 > w H N 00 t D 44 3 ( ) > �D lD H TP=666.8 m N TP=666.42 N o Ln m a 1D Z ca o0 1O iO fn `D Z Z INV OUT: 66z. o TO B U LLJ STR-82D -STR-82 PROFILE o m I STR:44BVDOTSTD.MH INV IN:658.77TO44F o aa0� 1- m u DZZ� o °__O INV IN: 5 54 �D - OO O Ln FCL m__0 a»> p a a � TP=667.08 INV IN: 662.5o TO RF-6 6]O in H i- LQ o N �D LO in 1- Z z a > > > v~i INV OUT: 660.33 TO 5zD 6]O YcL F- 000 0 h 0 0 °o > �D I- to F z z z /`- o F F O INV IN:658.02TO44D INV OUT:658.67TO44B O o o't Cc F o 0 o f INV OUT: 6 2 TO > ° O1O `° ? O LLJ (%) ° 6]O O v v v 57 9 44 6]0 > �D W H H a > > \ - - - - E ^^ ^ 0 ItD z z in t z z PROPOSED 8" DI PROPOSED 8" DI J o STR: 6 VDOT STD. DI- B L=8' PROPOSED GRADE (TYP.) n O w iO j STR:44F VDOT STD. DI-3C (L=8') D > > O WATERLINE CROSSING J O ° 5 3 ( ) D > > > WATERLINE CROSSING XISTING GRADE (TYP.) TP=672.50 ? m z Z Z 0 , _TP=666.4z Ln F z z z_ INV IN: 66 TO 8 STR: 6B VDOT STD. DI- B L=16' a > > > > INV IN: 662.00 TO YD-8 665 r-i s3s s s 3( ) Ln z z z z 665 T W PROPOSED 8" DI 2 INV OUT: 658.92 TO 44D EXISTING 8" PVC SANITARY w INV IN: 66535 TO 56B TP=672.5o PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING z INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 665 ILL 665 WATERLINE CROSSING 43 LJJ p w PROPOSED 8" PVC I L �i 8' 3.6' SANITARY SEWER CROSSING \\\ �ED 4' "" l.o' o N PROPOSED SANITARY SEWER (TYP) \ PROPOSED 6" DI (TYP.) PROPOSED 8" SANITARY LLI SEWER CROSSING °'7 O o SERVICE LATERAL CROSSINGS 66o WATERLINE CROSSING 66o LL. y 670 670 660 2.4' l.o' 660 3 5'- z4 RCP o 20.53 LF Qa z.43% 15" RCP 0 EXISTING GRADE (TYP.) PROPOSED 8" DI - o. 6 LF Qa 0.53% 18" RCP J ~ 0 T 24' RCP 197.83 LF dal 0.54 0 WATERLINE CROSSING 75'7 o Lli D 15" RCP 655 30' RCP 30" RCP 39.66 LF Qa o.60% 15" RCP o % 105.46 LF Qa 0.55% 64.36 LF Qa o.5o% 655 > 18" RCP ° 118.77 LF Qa o.55% 27.81 LF @ 54 30' RCP O 665 665 655 76.58 LF Qa o.55/° 655 PROPOSED VDOT STD. ES-1 64-49 LF Qa 0.50% O' RCP O U W/ RIPRAP OUTFALL 3o" RCP o 32.68 LF Qa 0.70% O 0 115" RCP EXISTING GRADE (TYP.) 44 4o LF Ala o.5z/o O LL Lu 39.7o LF @a 1.00% 650 30" RCP o I 650 N z 19.13LFQa 0.78/0 0 660 660 650 65o INV. OUT=648.00 36" RCP 58.78LF@1.28�° STR-54D -SWM PROFILE LU ~ LL E (Ij N n m o m a o 00 N 36" RCP ° 0- �/ � p w N o N 645 4z.46 LF Qa 1.77/0 645 0 ID ^ �n �D iO io LO m m 1D JOB NO. 'S ID ° � � `D `° 112066 0 O M N .. N M O. N O . rmn . Ol O M 0. N O M co . 00 N 00 00 0 o6 00 00 C6 00 00 00 of O of o 0 of m m m m ^ SCALE c o+oo 0+50 0+00 0+50 1+00 1+50 z+00 2+50 `D O D ° `D 'D `D m'D m w `D 10 `D w `D w D iD w 1O 10 tO 10 0 1= 5O y V1 1p W tD tD W W 1� n o tD 'D 'D w w w w w �� c D STR-56B - STR-56 PROFILE STR-44D -STR-44F PROFILE SHEET NO. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 16 s STR:68 VDOT STD. DI-313 (L=8') STR:94 VDOT STD. DI-36 (L=8') TP=688.00 TP=675.67 INV IN: 680.93 TO 68B STR:gz VDOT STD. DI-3C (L=6') INV IN: 670.35 TO 96 n in INV OUT: 680.83 TO 66 TP=674.00 INV IN: 571.5oTO RF-23 0 INV IN: 668.85TOgz6 INV OUT: 67o.z5TOgzB J d INV OUT: 668.85 TO 92B 9 m 0 m O STR:686 VDOT STD. DI-3B (L=io') 6 0 00 m N p OF TP=688.17 II 0 XISTING GRADE (TYP.) p o o O o 33 0o II m 0-aI� v~i-� ^.� INV OUT:681. TO68 685 m 0 N� 685 m m o� o m 0 Ln d. �_ O 0_ 0, O O 0 w~ S t0 N >F- STR:go VDOT STD. DI-3B (L=1o') mM m ry 0 ) p o 00 F o --STR:1oz VDOT STD. DI-3B (L=1o') m m O ° F 4�D. w ? O N Q N F O O i In of II TP=6 N o rn F O n F o O`, N N TP=6 8. z 68 p m, Ln p, in I- a � .. F a>> 68 74 75 m a LL O Ln O F 0 0 0 rv� 7 9 5 STR:SzD VDOT STD. MH � 0 F � w F N _� m?? O U) F Z Z 5 INV IN:667.z5TOgoB p ��p ° aF F o N `� > �.. INV IN:674.92TOYD-1z o O 0o r a II - F u O Oo0 p 0 M6^ Op o D o DF TP=670.33 F O 0 n Op MNw F a>>> D INV IN: 6 TO RF-z v F > � F z z z PROPOSED 8" DI INV IN: 670.0o TO YD-11 O O- F F F 0 0 0 0 o o .. o � O 74-75 5 INV IN: 6 z TO STR: 8 VDOT STD. DI- B L=6' > N O 1 a0 --- INV OUT: 66 0o TO 86 ~ ~ ^ O 0D ^ rn > ^ ^ I > O ~ ~ o O INV OUT: 6 z.8 TO lo0 59 7 54 5 3 ( ) F n 0 m a F N ao 7- p M o H N l0 'o F w X II 7 3 INV IN: 66 o TO 6 TP=6 0 O n 0 m �o ^ Z= 1'1 WATERLINE CROSSING p '"'0 0m ofo�o �D ^.. m�0Zp Fa>> 45 5 755 0 MolD w r-Zo ` o:tO-O -- > ko r Q1 ko z z O o II Ln F z z INV OUT: 6 1 TO z INV IN: 668.oz TO 6o > M - O > > > `^ o m o 0 off a I I F a>> 59 7 5 �oF II F a STR:86 VDOT STD. MH a It o o D ^ Z Z a z z z n~ Z 680 INV OUT: 667.9z TO 56 ID'o Z O/ Z z ~ Z 000 680 TP=673.00 0 r Z Z _ _ O 'n F - - - STR: 6 VDOT STD. DI- B L=8' d II > > INV IN:66 TO O-_O aCL I 5 3 ( ) ter__ 343 >>> F zz INV IN: 666.6 TO o Ln � z z z n z z TP=67z.5o / 7 9 _ _ _ _ _ _ � PROPOSED GRADE (TYPJ CP /0 15" RCP INV OUT: 66333 TO 84 \ PROPOSED 675 INV IN: 66535 TO 58 - J y5 R� 43�° 28.o6 LF Qa 1.43% GRADE (TYP.) INV IN: 66535 To 56B / \ PROPOSED 8" DI yr INV OUT: 665.25 TO 52D / WATERLINE CROSSING 36 FILL (TYP.) T 675 / / 675 7 PROPOSED 8" DI - �5 105 1 ^ RCP FILL RCP WATERLINE CROSSING / 6 O RCP °� z9 LF @ o.69% 670 / - - - (TYP.) z.o' 6�F �g95 l.o - 65 86 LF 1- 7 EXISTING GRADE (TYP. 63,2 �4 RCP 1' z.731.LF @P.15% 15" RCP 670 / 15' RCP 670 z7.97 LF Qa 1.18/a 9 53.46 LF @a 0.75% 1.07% 15' RCP 18" RCP o 118"RCP RCP gz.lo LF [� 35.17 LF Qa 1.36% 665 23.91 LF Qa o.96/o 20.ig LF Qa 0.75% 665 3. 1.Sz00 15" RCP PROPOSED 8" PVC 141.23 LF C 40.17 LF @a i.00% SANITARY SEWER CROSSING 665 665 5 18" RCP 18" RCP ° 3 Sr 138 oo LF @1.86% 660 39.8o LF @1.z6% 36.45 LF @1.15/0 66o T15.. RCP PROPOSED SANITARY 0 0 `^ oo " o m o 0 3 0i ^ M N N 00 1O 660 30.35 LF Qa z.47% SEWER CROSSING 660 lD 00 M 1� � Ln 'p CO 00 00 00 t0 t0 IDlO l0 w lD w l0 w l0 l0 0) V1 O1 Ol 00 M M ci H O It O n M �n io m m o m ao m It n o N a N O a rn 6 O M N M �i' In l0 W N W Ol O Ol ~ O N N 0 l0 D n ^ n ^ ^ n ^ n ^ n ^ 00 ^ N n O] ^ m 0 W 00 00 00 lD lD l0 '0 lD W t0 W l0 ID tp ID � tp 'o lD ID w to 1p w o+oo o+So 1+00 1+50 z+oo z+So 3+00 3+50 4+00 4+50 STR:7zVDOT STD. DI-3B(L=6') STR-102 - STR-86 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+oo 5+5o 6+oo 6+50 TP=663.50 11 SC)TT R. LINS Lie. No. 035791 0�0� 4/5/22w� `S' V ONAL E�o��v o k w Co Q F z Q z O z O m w N U H m x > z �,O0RM Lu � 0c z > g ¢ Z w O o ? a o w o a z H O F W wa w LL H J �z ¢ U z wa w ¢ w > 0 > o a of 0 N z INV IN: 651.93 TO zB STR:YD-7A 18 NYLOPLAST YARD INLET EXISTING GRADE TYP.) STR-68B -STR-52D PROFILE w " . N N C N INV IN: 65693T07zD TP=669.67 5 33 7 EXISTING INV IN: 666.67 TO YD-7B STR:64 VDOT STD. DI-3B (L=4') 68 5 Q M N N o INV IN: 659.5o TO RF-14 GRADE (TYP. TP=6 0 ) INV 6.67 TO YD-7C 670 0 M o N = 0 N 0 c 0 INV OUT: 651.83 TO 7oF 6 O T: INV IN: 67z.43 TO 64B STR:646 VDOT STD. DI-36 (L=8') 75 INV OUT: 666.67T0 YD-7 NOTE ALL DRAINAGE STRUCTURES WITH A DEPTH EXISTING GRADE (TYP.) STR:72D VDOT STD. TP=663.4z 665 INV IN: 558.5o TO RF INV OUT: 656.75 TO 'PP11R GRADE (T 660660 PROPOSED 6" WATERLINE CR 655 655 15" RCP 32.81 LF @1.z8% 65o 65o o `^ INV INC 6 TO 66 TP-6 6 STR:YD-7C 18" NYLOPLA DI-3B (L=6') INV OUT: 6 -13 72 YP.) DI OSSING PROPOSED S SERVICE LATE ST YARD INLET PROPOSED 68.00 STR:YD-7B 18' TP=671.00 GRADE (TYP.) TP=670.67 TO YD-7A INV OUT: 667. 670 - - - - 670 665 .6' 1.1' 1.5' l.s' 665 ANITARY SEWER PROPOSE RAL CROSSINGS 12" HDPE SERVICE L 97.04 LF Qa 1.03% 12" HDPE 660 107.11 LF �di 1.24% 66o m 0 00 0 00 0 00 0 00 0 io � io � io � io �D io �o ' NYLOPLAST YARD INLET OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1AS FOUND IN INV OUT: 67 TO YD-7A THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH : 73. 7 672.33TO 62 680 79 7 INV OUT: 673.00TO64 - - 68o L9 m z Q J OF1z'ORGREATER SHALL HAVE SAFETY SLABS IN VERTICAL GRAPHIC SCALE ACCORDANCE WITH STANDARD SL-i AS FOUND IN PROPOSED 8" DI THE 2oo8 ROAD AND BRIDGE STANDARDS. 5 o 2.5 5 10 zo PROPOSED GRADE (TYP. WATERLINE CROSSING (� 675 675 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE l.o SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. ( IN FEET) N '--� SEE DETAIL ON SHEET 17 FOR HDPE PIPE 1 inch = 5 ft. BEDDING INFORMATION. NOTES: ° 50 HORIZONTAL GRAPHIC SCALE 200 7 z8.61LFQa 1.99/0 7 N C6 1. ALL FILL TO BE PLACED AT 95/° COMPACTION. W 0 Q z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. r 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM I m m 00N Q SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & IN FEET ) o SANITARY SEWER MUST BE PROVIDED. O \ 1 inch = 50 it, Q 0+00 0+50 MEW STR-64B - STR-64 PROFILE -j Q J z w STR:76 VDOT STD. DI-3B (L=4') (> � TP=66z.67 J 0+00 o+So oo d II IDtj w STR:8z VDOT STD. DI-3B (L=8') �p n INV IN: 653.z7 TO 76B O STR:8o VDOT STD. DI-3B (L=4') TP=666.i O O m M 00 m INV OUT: 653.17 TO 74 F1 11 STR- 2D - STR- 2 PROFILE TP=665.92 7 to FF m 0 ou p m v STR:7oDVDOTSTD.DI-3B(L=6') r-I 7 7 INV IN: 655-43 TO 84 M r 0o O 00 C0 p N II INV IN:655.10TO8z INVIN:6 6.6 TO8zB O O OF 0 O m TP=663.67 N dao INVIN:657.83TO8oB 5 7 0 0 Mao ( _ , 0 d INVIN:65o.6oTO7oF J �� m J ~ INV OUT: 6 oo TO 8 INV IN: 661.5o TO RF-17 > 4 Io O r PROPOSED N i m 0 ~ a m INV IN: 6 8.z TO RF-lz .1 74 O O ' °N° w 55 7 INV OUT: 6 TO 8o 0 O +w O It a''to p o ui ^' 0 5 5 m m Q w 5533 0o m z Z p GRADE TYP. 0 M ^ O m 0't INV OUT: 6 o. o TO o "' H 0 0 �^ O N 0 0 1O O `L o II (TYP.) > 0 OOF F F o 0 0 5 5 7 Mo n STR:8 VDOT STD. DI- B L=8' >>> > M n O O O m 0 n 0 F 0 ao 6 670 s 0 670 6 4 3 ( ) F a m i M 0 �~ � F F � F N N O N D D F p p ^ �� 75 II nFzzz �Z m 75 o O -� -�-oo , Mo.>_0 .. ��� o-��0 d TP=667.o8 O O -� 0 � o o O ry F °o STR:7oF VDOT STD. DI-3B (L=6') O O O~ m M° O ^^ r H /�WW//]� (] M N ~ N^ ul V7 O O N M V I m INV IN: 661.5o TO ROOF-1g �- v~i H Z Z o° O> 0 0° vM O > ^i m D FO m °i ° TP=663.75 F m M o ^ Z Z O O N F F- a m i _ ^ INV IN: 66o.33 TO 86 0 F z o � .. 0 0 ^� .. 0 o m 0 „ INV IN: 6 o. TO z O � F a >> > > ^ o ID F O � N M o mm F a > �D �DF m ID �oF Mv�otD mmin a II 0 ��.. 0 O INV TO aozzp ��ZZo > 0 F 5 93 7 0��m�u?nFZZZ �� 0 Oooniaoo 0 00 000 55-75 o II ii o N .. .. 7 INV OUT: 65o.83 TO 7oD > m m F _ - _ - _ p I Z Z O > o Moo .. > 0 F >>> >>> n ZZ F O o F a Z Z Z F a o__ O N .. .. »> m F 0ui 670 vi o�n // FILL(TYP.) \ 7 66 `^F--- F- ZZZ o II»> ---- ------�6zzzo Fazzz `�°ZZD F o0 665 6 O 5 F a -� O II V1 F_ __ 'D __ 0 m 0 / _. Ul F z z Z _ I! F Z Z z Z K>>> M O STR: VDOT STD. DI- B L= 0 N t^ O EXISTING GRADE (TYP.) PROPOSED 8" DI - - - - - - - \ Z > ° F J 74 3 ( 49 > FF770 10 m Ln / - WATERLINE CROSSING / \ o m 0 H� INV IN: 654 z5 TO 78 a O > 0 t PROPOSED 8" DI I XISTING GRADE (TYP.) \ F a > O> (f) INV IN: 652.77TO76 v~i r Z_ z 3.9 WATERLINE CROSSING 1.z' 660 (TYP )� F z z 66o INVOUT:65z.67TO7zB PROPOSED8"PVC 665 w O SANITARY SEWER CROSSING - PROPOSED GRADE (TYP. PROPOSED 6" D� \ \ w PROPOSED 6" DI \ O WATERLINE CROSSING 1.7 15" RCP 15" RCP PROPOSED 6' DI WATERLINE CROSSING - - u- 131.33 LF @ o.560 39.67 LF @a i.00% WATERLINE CROSSING Cn 660 RCPz 07 41' 14468LFe °�° 66o 655 655 - J w Q 0.7' PROPOSED 8" PVC iv:15" RCP SANITARY SEWER CROSSING 7, 70MM is" RCP z.3' 85.z3 LF C 0.56% 6 O 78.zg LF C o.51% O 655 655 5 -;;; 30° RCP 650 Q OF�/ z4" RCP 30' RCP - 0 17z.96 LF Qa o.5z% 30' RCP (D cjL 30" RCP o LF o.68°h 79-94 LF @ 0.50% RCP 5o.84 LF Qa o.63% Or3C,. 1 LF Qa 0.58%i 47 3 Lo" ° 15" RCP PROPOSED 8" PVC 9. 9 30" RCP 3z.8g LF �a o.70% o" RCP z z LF o. o% O 7 z4" RCP 59.85 LF Qa o.g7% 30"RCP 3 0 9 4 5 SANITARY SEWER CROSSING N z 650 33.z6 LF Qa 0.75% 26.73 LF Qa o.86% 650 645 47.z7 LF @a o.68% 55.96 LF Qa 0.57/o 645 ~ w �J W O 00 O ^ O S vl O V1 0) 0) M O n O n O� vl W N N Vl N O! (D _ vl O O O O n O N n d O O O `� al CO 00 .t 00 N vl vl O1 .t M O lD M rl m (n lD �t 0) Ol M l0 ci l0 00 14 d �t �t In V1 lD lD r` tD N O 00 lD 00 00 00 O O N N N O V1 M to M l0 N tD M lD M l0 M lD M lD M lD M l0 M t0 M t0 t0 N V1 O ko lD tD l0 `D l0 ^ ^ l0 ^ ^ to w l0 ID ID 0 �D � lD ID �D '0 b �D ' W W ID ID W 0 �D 15 JOB NO. � 10 m m m m 112066 SCALE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 1" = 501 STR-88B - STR-74 PROFILE STR-76D - STR-40 PROFILE SHEET NO. 7 0+00 0+50 1+00 1+50 2+00 YD-7 SERIES PROFILE 11 w m DRAINAGE DESCRIPTIONS / / / / / Stmetum Area CW 4 PIPE INFORMATION INLET INFORMATION / / / _ - / / / (Acme) (Min.) STR. NO. DIA. LENGTH' SLOPE INVERT INVERT Curb SLOT RIM i / / MATERIAL INLETTYPE Structuiv Ama Cw 4 (in.) (ftJ (%) IN OUT Type LENGTH ELEVATION i / --- / 30 0.00 0.90 i 38D DI38 CGE 14 686.92 � / / / / � - - / r T/i (Acres) (Min.) 38C 15 32.69 0.70% 560.25 660.02 RCP / / j'� - / 38B DI-38 cGE 12 686.92 / / / / / �V C �v 30B 0.00 0.90 5.0 38A 15 41.07 0.58% 653.92 659.6E RCP / / / \ \ \ 38 DI3C CGE 6 865.67 32 0.22 0.75 6.0 \ - 34 0.21 0.70 6.0 37 15 41.02 0.%% 659.58 fi%.35 RCP i - _ 36 DI-38 CGE 10 668.08 I 34B 0.2$ 0.70 6.0 35 15 45.15 0.55% 659.25 fi%.00 RCP /' // \ - \ \ -� \ \\ 36 0.16 0.70 6.0 38 0.12 0.60 6.0 38B 0.42 0.70 6.0 34B DI38 CGE 10 65725 _ \ - - 38D 0.33 0.70 6.0 34A 15 33.01 0.70% 65D.58 650.35 RCP \ - - - - _ ` \_ 334 3 15 148.79 0.50% 65D.25 849.52 RCP DI38 CGE 10 657.33 ----- \\ \ '��/_- - __---------� /�� 40 0.21 0.75 6.0 \ \\ -- _ I -- __--- 40B 0.20 0,75 6.0 --. �'\ \ --_--------- --- l /,.,-/ 42 0.00 0.90 5.0 32 DI-38 CGE 12 664,00 \ � \ � --' ^ - - _ _ - - 31 18 62.95 0.64% 649.42 649.02 RCP - - 30B MH CGE - 687.33 - - - - _ _ - \ _. - - - - - _ _ - - - 446 0.00 0.90 5.0 3oA 24 118.08 0 67% 648.92 648.25 RCP - - - - - - - - \ ` - -- -- / / J - - - _ - 44D 0.22 0.70 6.0 30 MH CGE - 654.50 \ - _- _ / - / 44F 0.30 0.55 6.0 --_-__ 29 24 82.16 4.%% 846.OD 642.25 RCP - - -- - - - - - - -- - - - \ - - - - - - - - - - ---__ _ - - I 54C 15 29.53 2.43% 662.50 662.00 RCP - i - __ - - - - - J 54B Db3C CG8 10 667.58 IF.,w....r..r. r..... .e. r. r. r. em emr.. �+ ea ea ea T �>•; � mr• a.�s�.� -__�'// - _.-_--_ /C J \ SOB 0 13 0 75 6 0 ♦ PROPOSED ROAD ♦ %� 52 0.12 070 6.0 54A 18 39.66 oso% 6W.67 66043 RCP 1 ♦ _ ROPOSED YARD DRAIN SYSTEM _ - _ _ __ _ _ _ _ _ - - - - - - - 52B 0.10 0.70 6.0 DRAINAGE SYSTEM- - - - -- - - -- - - i /- - s4 DIaC cc8 10 667,5e 1 jr - 9 `- _ _ \ �I _ - - _ 52D 0.00 0.90 5.0 s3 24 197.83 o.s4% 660.33 ssss7 RCP I 6e' ��,: 94 g6 g8 _ _-- _ look v - - ` - \ L - - - - - \I - \ 54 0.50 0.60 6.0 52D MH - - 870.33 _ _ „..,_ - '�i __ -I __ \ -< \ - 0 1 : - - - - - a a, I I � \ 546 0.36 0.80 6.0 _ 52C 24 75.76 0.53% fi59.17 656.77 RCP _ I�r.jt _ __ __ �__i J� �_ - - - �' / \ \ \ 52 DIJB CGE 6 659.33 RF-23A - ,. .aroareat(EEHA �1/RT 1 --'n� , ' - \ -\ �' I \ \ 1 556 0.12 0.70 6.0 51 30 64.36 0.50% 658.67 658.35 RCP _ _ 1� RF 24 = (vaa w 10 \ RF-25A / L- < \ 50B DIJC ccs a 668.92 f -� RF z3 - ilp r 1 i --_� _:"� E�Emear, - - ♦ I- \ \ \ 56B 1.06 0.40 10.0 50A 30 32.60 0.70% 659.25 658.02 RCP ' / w ro ' I l _ RF-2yA / _� -- ___ ( DHO- \\ \\ 58 0.09 0.75 6.0 50 DI-3C CG8 8 668.92 n \1 r ~ ' _ / g2B � _ I "' ..\\ ... +. ,. _i � � � .'+eo \ \ \ 60 0.06 0.75 6.0 49 30 64.49 0.50% 657.92 657.60 RCP / RF-21 Q'' s I 1' \ < `\ 686 _ \ \ \ \ \ 60B 0.23 0.40 8.0 r r 1 48 D43B CG3 6 889.33 � - - - - __ z / , �� �T 2 '•' '" _' i I � r \ ) 4+/'" -- 1 _____ __, 'i 1 62 0.14 0.45 7.0 47 30 105.46 0.55% 657.50 658.92 RCP _ RF 21A - ---- _ ._ `ti 1� r♦ aann 46 DI38 CGE 4 666.92 � s I -2 -_� -, TTT �./\ �\�- ,.• .-. �. - 68 �_. � ���a ��r.���►� -- 64 0.07 0.50 7.0 45 30 44.40 0.52% 654.33 654.10 RCP _ _ \-... g06 _ _ ' RF-2 % 1 ,, ,.. ' 64B 0.05 0.65 6.0 -- - - RF-zzA ' f -- ♦ PROPOSED DRAINAGE DIVIDE (TYP 66 0.05 0.65 6.0 44 DIJB CGE 6 865.7s - _ - L �.. [u f 6 r. ea ea i 43 30 19.13 0.78% 654.00 653.85 RCP ��_ �-_i_�-„JL ._-. ! � ��-m , -_ \ , • W 6 a1m � � � 68 0.14 0.75 6.0 42 MH - - 664sa I, I: _--}__=v"\ a +. r \ ��� Y�I 68B 0.21 0.75 6.0 _ V4 �G 41 36 58.78 1.28% 653.75 653.00 RCP - $ _ I 86 90 - s� p V, `"'b /O , - - -- ♦ 70 0.14 0.75 6.0 40 MH - - 664,00 ,♦ / 70B 0.26 0.70 6.0 39 36 42.46 1.77% 648,75 648.00 RCP r CRoq FD/jl .. �� , - ♦ / / - - -. RF-16A $ir I PROPOSED ROAD °rc,• �F\.�' 70D 0.08 0.75 6.0 l P DRAINAGESYSTEM' -6 B' ;-_ ; I \`�� - �,L 70F 0.18 0.50 6.0 + ' ��� 154 `:.. - I _, / _ ♦ 72 0.1$ 0.60 6.0 4 ,- I 1 \ 44F DIJC CG3 8 686.42 \ ,� 6 -... ,. -'., ^ / ` - _ / / , I aaE a 2Ta1 osa% s5bsz sse.n RCP - I 1 � � � I' ROPOSED YARD DRAIN SYSTEM-- 6,r ♦ \ \ 1 I / -_ � ♦ / ,...I _ - •� ,, YD-uB `. 40' \ - \ 72D 0.10 0.70 6.0 440 DI-3C CG8 8 668.42 I ` I 6 YD-11 � � � ,' 72D 0.10 0.70 6.0 44C 15 118.77 0.55% 658.67 658.02 RCP 1 , , - , - / / ��- Lr +• 74 0.04 0.70 6.0 44A MH - - 667.08 I I F :.. - - _ 74 0.04 0.80 5.0 �- � - / � -' 76 0.03 0.80 5.0 44A 18 76.58 0.55% 657.92 657.50 RCP I I ii ji L"i _ � � A'�� /� / 76B 0.19 0.85 6.0 52B DL3B COE 6 669.33 Gi r ,A g 's' I 606 A \ - _ - / / i 768 0.05 0.60 5.0 52A 15 32,68 100% 662.50 662.17 RCP a 1 1 IF' OQ 641 - ROOF SgA n > '', sez \ - -- - - / J ♦ / 78 0.06 0.80 5.0 � �- - -. 80 0.06 0.80 5.0 -: ROOF-zo � SOD SOB 0.09 0.85 6.0 68B DI-3B CGE 10 688.17 I n' _ I -,82D �\ / 80D 0.21 0.80 6.0 68A 15 28.06 1.43% 681.33 680.93 RCP J 806 8z \ \ \ h \ $ / _ _ --__ ' _I I \ ' l / ' 82 0.21 0.75 6.0 1 _ _ B8 DI-3B CGE B 888.00 I, -- _ _ 1 _ 1 _ , .--- " -- - P 80 - ---8zB H _ / ROOF-zoA ;, .-- --- 82D 0.19 0.60 6.0 67 15 76.16 4.37% 680.83 877.50 RCP � �. '-' - _ Y' _ � !-/ VA48 �` ;. r ---' i' -�- / �/-� r -'- _ a ss DIJB ccs s 682.25 i \. -- RF-15A (L _,Palvgr 1D rR � Il.� ; YD 8B •,,,,PROPOSED YARD DRAIN SYSTEM / 82D 0.19 0.60 6.0 85 15 63.26 3.95% Wolf 673.67 RCP I �` � i i i ' i 7 � I �� \ \ AD o klW � ,' , � � , / - � ' , sto � 84 0.17 0.65 6.0 II RFaA +\� --- - = 86 0.00 0.90 5.0 64 DIJB CGE 4 679.50 I I I }3"� / YD $A w. lRF-18 8 �� --- , 63 15 35.17 1.36% 672.33 671.85 RCP I I I I I.,I"'�� �AA,h'(/ � , .:. 5 `�`J" 54D 88 0.12 0.70 6.0 r, _ 62 DI-3c ccs 6 678.83 \ \ I y I e 1 e : - _ i ��grMgp .4 �. „ _ 54B 88B 0.35 0.60 6.0 61 15 92.10 1.07% 671.75 670.77 RCP . 60B of-33 ccs 8 678,42 I 9 - `, -1 �� v a R P R F_ g �-�_,� 90 0.21 0.75 7.0 r:' u♦-- RF 6B F F ♦ - -' - ------ 90B 0.35 0.65 7.0 60A 15 40,17 1,00% 670.67 670,27 RCP I _ i �,, �SFiyFT -44F / 56 ! PARK RIDGE DRIVE �- W DIJB CG8 6 678.33 I e, �,I - 74 - _ _ _ - `�� : -h- �4'. - ^ ,.,.i\J �� - YD-$ 521) PUBLIC ROADf6i R/W) �' 92 0.09 0.65 6.0 59 15 141.23 1.52% 670,17 668,02 RCP I , j ♦ _ - ,.72B r , -»" " y >. a\. ' D `` / / , . RF-SP' 4 - - _ _ / 54 se DIJB ccs s 67sso 994 0.26 0.60 6.0 57 15 138.00 1.86% W7.92 665.35 RCP I I 5 I __- -_ ......PROPOSED ROAD �/ - ' . RF- A /.' -- , ss DI38 ccs 8 672.50 I m I 1 'k' ,, -" ; DRAINAGESYSTEM. F 6 /`- .. / ' / �..% -- y R�� --- _ ^ �� - 96 0.18 0.60 6.0 -�:. _ ♦ .,, ♦ �-.,,. RF7 I - 3 _ -��._ 5y��,t �,.� ♦� 98 0.18 0.60 6.0 J2D RF-SoB _a ♦` �,_ �W A_ �� �r•��'d5n ss a 30.35 z47% 665.25 ssaso RCP -I- I i 6g 76. - 3 °°e YERS 4t.� �.'► f/I, w _ -- - 't srr_ - _ i \ 100 0.29 0.65 6.0 '44g� m` /e.Sz , *✓,� �- �- -�-- -I 102 0.28 .7 6.0 56B D13B CG8 16 672.50 I D - T i ' 4 526 i i ,�✓ LOT 73 \ /... 0 0 Ii 56A 15 39.70 1.OD% 865.75 685.35 RCP 1 - _ _i -`-` ,, RF 6A I% ,i ZJ ' i. /' _ _SFD -- I \ ' YD-6 0.00 0.90 5.0 - m i �� �- S _ 7oD h7pg So ♦ S�Q f 7 oFDa \`1--_-1DFD2 \\ ,\\\ YD-6A 0.15 0.45 6.0 YD-6B 0.14 0.45 6.0 846 U"to ccs a 6 967 1 * �� _ _ p a RF -' I �/' \ \ \ YD-6C 0.11 0.45 6.0 _ ilil 64A 15 28.61 1.99% 673.00 672.43 RCP e I - _ "_ -- r I: ♦ ` 7 ', RF 11A `,.� 7 , ' / ,✓ / rit i; r / \ / YD-6D 0.09 0.30 6.0 LOT 75 e LOFD1 YD-6E 0.29 0.40 7.0 SFID� l V I \ SFD 11 YD-6F 0.23 0.45 6.0 76D DISC CG8 8 658.50 ._.. <sa i�, / `f s (,.'l -y , l I LOT 70 a ��. YD-7 0.18 0.60 5.0 76C 15 85.23 0.56% 854.00 653.52 RCP 76B DIJB CG8 8 662.58 'O - ' 76A 15 29.42 0.50% 853.42 653.27 RCP � � -... .. � �:'.'.' '. ri'ti .' .:.. - ---- -_ r / �^. ' - _ - J o � .�4 / �� � gy , li l � ��L Ir I ` tee' /' : YD-7B 0.12 OSO 6.0 76 DIJB CG8 4 662.67 / .. / YD-7C 0.22 0.45 6.0 i .. .�/:�-.y ....f . . . .'�., 75 1s 78.29 os1% ss3.n ssz.n RCP .'� .•.� ..' ' ' r.,. YD-8 0.00 0.90 5.0 74 DI ccs a 853.7s ..'. .} rY;~`?`�"ri"s'�. ��:: \ __-- - _ _-- 'r + 'i '',/ \\ `\p '.., YD-8A 0.04 0.60 5.0 h 73 30 55.96 0.57% 652.67 652.35 RCP - -_ _ _ I 72B DI-3B CG8 6 883.00 I, m / (.'�.'. .\' ' / _--- - - lei ! \ \ YD-8B 0.11 0.60 6.0 i. 0.60 72A 30 50.84 Os3% 652.25 651.93 RCP I •�.'.'. _ _ _. _ - .,'- 2 r ,s \ LOT 77. .. -. . \ 6 <. . J v h r i \ / YD-9A 0.11 0.60 6.0 \ 72 DIJB ccs s ss3so I- `' '.'.'.'.�'.'�.'.\':'.'.. \. ; ' \ `o "� ' x ;/ / c_ / ROPOSED YARD DRAIN SYSTEM' 71 30 172.96 0.52% 651.B3 650.93 RCP h T..�_� .'.'•.'\.'•\•'•' \ - - ' \ f i , , 79\1 YD-10 0.08 0.60 6.0 - - r - 70F DIJB CG8 6 6fi3.75 -I- .. ,. `.�'.'.. .1\....'''\.,''. \ � �%\ `�\ ��� l` L - /I , , rr 's r� r _ 7 `SFD- / LOT 79 � YD-l0A 0.08 0.60 6.0 70E 30 32.89 0.70% 650.B3 650.60 RCP __ - - -_ _ , - \ I'. �r \,� \ \ Ls,�,w, / / \ / / SFO - - I '•'��'� :.. ..\ �^ \ �: \ 1,.-'�\ � � >' �, ti� � ; i n. 3, / c { ♦' � , / \ YD-11 0.20 0.50 6.0 ` 70D DI-313 CGS 6 663.67 ' - _ _l_ \\- .\ '.:., 1. ..{.'\'.'.'.'.'.'.'�...' \ \\ \ \�\ �. Q \ .� ',% // /r/ - , i i -!,Q �{f \.\� `1` LOT 80 \ YDAIA 0.12 0.50 6.0 70C 30 79.94 0.b06 650.50 650.10 RCP ,"i' ✓ �_` I I \i'�.'.'.'. `��:Y' \�'\ •\ \. l / ri.i '-t` ii SFD \ YD-I1B 0.14 0.50 6.0 70 DI3C CG3 6 662.83 >6- / - - \ \ .I /r,r.� \ `\ 1 .'r r ' 1 '.} _ ♦ ' YDAIC 0.10 0.50 6.0 69 30 47.27 0.68% 650.00 649.68 RCP r� � / ✓.'.' T-. �. �., �• �� " / � / ' i 40B DIJB ccs 8 6fi3.17 . ,o• i/ '� YD-12 0.23 0.40 6.0 / __ r\�s , I \\ \\ \ \. .d./.i Iil i / i oQo�l,\\, 7 LOT 81 YD-12A 0.18 0.45 6.0 40A 30 59.85 0.97% 849.58 649.00 RCP _ \ \. / .f• .\.. .\.':. ..XEXISTING STORMWATER \ e. �, ,, I , I„ z - / l l B1V :.. ; / /� ♦ _ - -- -_ FD / YARDIROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. in.) (in.) LENGTH• (g,) SLOPE(%) INVERT IN INVERT OUT MA L AL INLET TYPE RIM ELEVATION YDEE IT Yard Inlet 671.33 12 92.75 1.08% 668,50 667.50 HOPE YDED 18• Yard Inlet 670.33 12 79.25 1.89% 667.50 666.00 HOPE YID -SC 18' Yard Inlet 66R50 12 94,67 8.45% 666.00 658.00 HOPE YDBB 18' Yard Inlet 662.00 12 %03 6.48% 658,00 654.17 HOPE YDEA 18' Yard Inlet 658.67 12 73.42 1.59% 654.17 653.00 HOPE YDE t2' Cleanout 658.67 12 28.67 1.74% 653.00 652.50 HOPE YDEF 18"Yard Inlet 657.67 12 46.00 1.09% 654,67 654.17 HOPE RFAA 8" Geanout 671.83 8 171.85 2.33% fi�.17 Bfi5.17 HDPE YARDIROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA, (in.) LENGTH* (g.) SLOPE(%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION Yo-7B 18' Yard Inlet 670.67 12 97.04 1.03% 667.67 666.67 HOPE YQ7A 18' Yard Inlet 6fi9.fi7 12 94.83 2.11% 666.67 664.67 HOPE YD-7 12' Cl.nout 669.17 12 12.92 2.63% fi64.67 664.33 HDPE VQ7C 18' Yard Inlet 671.00 12 107.11 1.24% 668.00 666S7 HOPE VD8B IT Yard Inlet 677.00 ,2 48.77 4.10% ...... 672... HDPE VD8A 18' Yani Inlet 676.00 12 65.30 14,55% 672,00 662.50 HOPE VD8 12' Cleanou[ 666.50 12 5.21 9.60% 662.50 662.00 HDPE VD-9A 18' Yard Inlet 66050 12 112.05 2.68% 657.50 654.50 HOPE VD& 18' Yard Inlet 65T75 12 12.53 1.36% 654.50 654.33 HOPE YD-10A 18" Yard Inlet 664.83 12 ITT95 2,69% 660.83 659.00 HOPE YO-10 ,8'Yanl Inlet 663.17 12 1T88 0.84% 659.00 658.85 HOPE YD-11C 18' Yard Inlet 676.00 12 72.32 1.38% 673.00 672.00 HOPE VD-11B 18'Yard Inlet 676.00 12 62.79 1.07% 872.00 871.33 HDPE YD-11A 18'Yard Inlet 675.00 12 62.79 0.92% 671,33 670.75 HOPE YD-11 18"Yard Inlet 674.00 12 74.22 1.01% 670.75 670.00 HOPE YD-12B 18• Yard Inlet 666.00 12 95.00 2.11% 883.00 681.00 HOPE YD-12A 18' Yard Inlet 684.00 12 66.67 7.28% 681.00 676.00 HOPE VD-12 18' Yard Inlet sao.0o 12 30,33 3.56% 676.00 674.92 HOPE RF-2 8" Cle mn 671.00 8 124.22 1.67% 661 664.67 HOPE RFJ 9" Cl.nout 671.00 8 93.88 2.22% 6E6.75 664.67 HOPE RF4A B" Cleanow 670s7 8 100.64 1.41% 666.42 665.00 HOPE RF4 8" Cleanout 689.25 8 14.23 1.76% 665.00 664.75 HOPE RF4B 8" Cleanout 658.67 8 57.34 1.17% 665.67 BBs.00 HDPE RFEA a" Geanout 970.17 8 160.06 1.67% W7.17 664.50 HOPE RFE E" Cleanout 66T50 8 31,91 9.40% 664.50 661.50 HOPE RFEA 8" Cleanout 667.67 8 106.35 1,57% 664.67 663.00 HDPE RFE 8" Cleanou[ 666.50 8 5.00 10.00% 663.00 B62S0 HDPE RFBB 8" Cleanout 668.50 8 10T90 0,93% 664,50 663,50 HOPE RF-7 8 Cleanaa 667.33 8 105.56 1.73% 664.33 662.50 HOPE YARDIROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA, (in.) LENGTH' (ft) INVERT IN INVERT OUT MA L qL INLET NPE RIM ELEVATI(RF8 8"CWnout 668.67 8 106.76685.67 662.50 HOPE MSLOPE(%) RFC a"Cl.nout 675.67 8 94.W872.67 672.00 HOP E RF-10A 8" Cleanout 667.00 8 10.93 2.73% 662.75 659.75 HOPE RF-10 8" Cleanout 654.00 YK•➢WWA;aKW.3 011K IRr�ee��xi+�rR%I `6 4/5/22 �SSIONAL E�G� 8 1T00 2.94% 658.75 658.25 HOPE F e RF-12A a" Cleanout 664.25 u 8 126.07 0.99% 660.00 658.75 HOPE i RF-12 8" Cleanout 654.25 J 8 19A6 2.61% 658.75 658.25 HOPE e D m RF-13A 8" Cleanou[ 664.25 Z � 8 105,56 0.94% 660.00 659.00 HOPE Q RF-13 W Cleanout 664.00 8 21,48 2.33% 659.00 658.50 HOPE .~�-r r Z 7 U RF-14A a" Cleanout 668.50 ` J) LLI a 8 100.01 275% 664,50 66175 HOPE O RF-14 8" Cleanout 667.00 Z C 8 45.77 4.92% 661.75 fi59.50 HDPE Q J C H D Vl - 6-6 RF-14B 8" Cleenout 666.00 W s 0 8 11T78 1.06% 663.00 66175 HOPE a0 0 J RF-15A 8" Cleanout 666.50 Z L 8 134.34 261% 662.25 558.75 HOPE U) W H Z Z LU V) U LU g I p c U CL C7 W 7 Q Z_ .~. U H � O Q LU Z CL W LL p Qw Z a W W L i � 8 14.20 3.52% 662.00 661.50 HDPE lLl Q N M p�j CD N M N .--I N n N .\-I O N M' V1 N N O N N1 O :; ' O RF-18A 8" Cleanout 669.00 8 105.14 1,35% 564.75 663.33 HOPE RF-18 8" Cleanow 667.58 8 11.24 2.94% 663.33 663.00 HOPE y� Z� �'y \' M VV`., CO 1 /11 � O V! w J \ V / � 1 L9 Q �' 06 Q /r 0 O J Q U ' /r \� RF-18A 8" Cleanout 66750 8 118.19 1.06% 663.25 662.00 HOPE RF-19 8" CleanoO 667.00 8 19.05 2.62% 662,00 661.50 HOPE RF-20A 8" CleanoW 668.75 8 121.OG 0.76% 664.50 663.58 HDPE RF-20 8" Clea low 667. B3 8 10.75 5.40% booW 663.00 HDPE RF-21A 8" Clennout 677.00 8 103.21 1.94% 672.75 670.75 HOPE RF-21 8" Cleanout 675.00 8 8.20 6.10% 870.75 670.25 HDPE RF22B 8" Cleanout 881.00 8 129.33 1.55% 676.75 674.75 HDPE RF-22A 8" Cleanaut 679.00 8 101sm 2.53% 674.75 672.00 HOPE RF-22 8" Geanaut 676.25 8 21.50 4.85% 872.00 671.00 HDPE RF-23A 8" Cleanout 679.25 8 10130 2.24% 676.25 674.00 HOPE RF-23 8" Geanout BP.00 8 37.77 B.fi2% fi74.00 671.50 HDPE RF-24B 8" Cleanow 682.67 8 137.89 2.66% 679.67 676.00 HOPE RF-24 8" Cleanow 00 676.33 8 126.32 2.11% 676.00 673.33 HOPE RF-24 8" Geanout 876.33 8 42.60 4.69% 673.33 671.33 HOPE -- _-- \-\.�\ \ \ ',1 1 .'`'r.'.Y'.' �'.•.'.'. MANAGEMENT FACILITY \ .',l.'.;/ "m° :� r , r ♦ s YD-12B 0.11 0.55 6.0 __ :.'.'........ e m° n w r 7oa DIJc cGs ,n ssz.e3"�' \. \ ¢.. \ \ -;.., I. i I m l - „«,.,,' 1 \,. ��' L F �.''. "' RF-1 0.00 090 5.0 h\ \ \ so '� RF-25A a'cleano„t sfias7 �1 / i . - / \ it \:.�•.. 8 82.41 4.45% 884.42 680.7s HDPE O RF-IA 0.11 0.90 5 0 .. _ - �\ *.. z 0 POSED ROAD Loraz •.'--' _ - - RF-zs a"Geano„t 685.00 w s N 1 sFD \ RF-2 0.09 0.90 5.0 !/ � �d' � y tqs � .A. - 6 9 8 t02.14 5.87% 880.7s 6747s HOPE DRAINAGE SYSTEM 1 r YD-6E 1 i A G A _ _ z 72D DI3B CG8 s 663.42 _f/ ,U ,yy A v y� a t , t RF-3 0.06 0.90 5.0 �e �., V V A�.' I .�. �-...%' . _ A ,_--- , , r - ` ' i RF4 .' C� �A,� \ �0T.125 �. i/` v 72C 15 32.81 1.28% 656.75 656.33 RCP v A ` L \ - _ '- ii I � ,n , ♦ 0.05 0.90 5.0 ' �: (� � '� -I- - _ - `� A v ,, `, � V j - - � _ - / _ 38-. 38B ;. �: � 1 - , / ♦ I RF-aA o.os o.90 s.o �� of v SFA vv :-.. A - - -' ora3 oPI o-.v�'. / i i- V �`_ \-,( ` \ \ .\...-.•.: �: - j -.- SFD RF-4B 0.03 0.90 5.0 G@' / ��,'��T q\`4 /6 \'�.. .�-. \ .�''>'�....-. r :'�1f. 72F DI-3C CG8 6 663.08 i i \ \ . .\.. . . . . . .p - r - RF-5 0.00 0.90 5.0 0 . P " ;LOT 97 - 't •-, ..\. �/. . / \\\ .. \. �, 1 r gp C 72E 15 32.89 ,.01% 656.33 656.00 RCP _ '�. \ \ \ \ \\ \\ \ \ .... \...... ........ `., la - \ -. 3 BARKLEY VIEW COURT ,�:''., ,. ♦ , \ n '' `,' SFA \ \\� \ \ .•.•... •..�_ --. --- Bz I PUBLIC ROAD l54 RIW) r a v - _ ;. ,/ RF SA 007 090 50 -,•' , \ \ -'��'- ;-'e..-. •�..:i.���/v./ sQo "; YD-6D I RF-6 0.00 090 5.0 '•.. \ " .. \ .\',,, \.., LOT 84 / `/SFA ` .. `t. ,�-._ �t .' /\ / / \ \ ,\ \ \ \\ \ \ • �...: \ , .."Ia ss+ .IY , �', SFD RF-6A 0.05 0.90 5.0 �\ r d°eko f. 88B DI-3C CG8 8 671.33 - \ \ \ \ - - --- - �'- -T 1 884 15 39.67 1.00% 664.67 664 27 RCP � / RF-6B 0.05 0.90 5.0 �' ee - 87 15 131.33 671.33DIJc ccs s !--.. ..RF-7 0.05 0.90 5.0 LO. SFA Qi psa \$ -V��,� _-• std /iice ul Z) _! 0.56% 664,17 663.43 RCP RF-8 0.05 0.90 5.0 / /��� 85 24 144.88 s.: 1 _I , 'Y ♦ ST_85 / ✓ / / sFA '� A '.�,- AAA''�..'`�v. -�\ v//673.00 FA RF-9 0.05 0.90 5.0 1121 2.07%683.33 660.33 RC .,. _ RF-10 0.00 0.90 5.0 84 DIJB CGE 8 667.08 A \ h�\A VA r;� A A \ I .•.. .'.'.'. '\ � I <.. V A ,,:*{+ r_-• M : A i� ' �__LQT BB .T RF-10A 0.05 0.90 5.0 / / LSFA� :. 887038D 24 47..03 0.68% 655.75 655.43 RCP DDFIJ3BB CCGGE 8 663.50 -_-� -�--- -_ _. _- '� � -'�/I /T\ 1�-I /�A A I Il�i JamJ-�-V� �Il V / � �A \ \ ,V�'AI \/- 1 I� kA /�V 1 \VA \ V AA�\ V f AV- \ V\\� V AL V \ � \I A \ \VAA1 \ A�V\ \�1\1\\ 1AAV \AI \ ;I<\I..\t11.':.'�..."''..^.... 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V A 11/ 1 1 \ ....� ')'..� \\ ', v 1� v RF-19A 0.06 0.90 5.0 199 15 65.86 1.37% 672.00 671.10 RCP Lu DIJB CGE 10 876.83 VA� I,. - - - - �, acr Epp- _ _ " e `SFD'/ / i / np�,� - v _ � _ _ _ /-I RF-20 0.00 0.90 5.0 / - U _ �1'.'-' h ) ., \� A / a ';� .-csa / ss� v �� ss RF-20A 0.06 0.90 5.0 1�6�. .. W H 98 DIJB CG8 8 fi76.00 \.':'. ` \ r\ \\ \\ /� nE ss. \ \\� Q\ �p I J� _0 1 '�FF ./.. / / / 0 w \ G .uJC AL�`" :<'. a. \'� ,' Xi °vim \\ \ h' a .nse>n3 ss� I90 LGT„3 / /j' // j' s7 1s 53.46 o.7s% e-rt0o s7D6o RCP - � \ {.'.-.'\...:. V :•. ` ,A'. Ar ��1�i A < / ss ,r-s,.m <� I RF-21A 0.05 0.90 50 v SFD .'1' �i . �/ // / / 95 18 20.18 0.75% 670.50 670.35 RCP - e RF 22 0.00 0.90 5 0 94 DI-3B CGE 8 fi75.6O \ I ], a - _ -- - o J 30r \ 120 �', ,.I. 240 \ \\ \\\��� n 74 / eAa ss,. se .\ _ - - - _-- -. /.. // \,. / PF� //// / / / JOB NO. _ J .. \\\ q\ � � / E s: � - _ _ � ® _ - RF-22A 0.06 0.90 5.0 - _ ..'sPAG -z f . i / / / / / / / / 93 18 92.73 1.15% 670.25 669.18 RCP \ v ` ` . . . . • .L \ \ \.:. `� �\ \ \� \ `* / / - T _ - - RF-22B 0.06 0.90 5.0 - -1.�3-1• / j' _ , / / / / / / / / / / / / 1 12066 92B DI3B CGE 4 874.08 \ \ \ \ !P� rrrss°s // / EA:� / 92A 18 23.91 0.96% 669.09 668.85 RCP \\ \ \ \ \.\• '\'. .-\! \ \ \ '., ,...--- / /sSiwzs"se 69z RF-23 0.00 0.90 5.0 •[-. \'\ I 6 / /,. j / / / // t sz D1ac cGE s 67a.0o ( IN FEIE'I 1 \.... ...'.�\ 1` .'_..'-.<, \\ \\ I / eE / / RF-23A 0.05 0.90 5.0 /', / \ _-- SCALE 91 18 36.45 1.15% 868.75 688.33 RCP I ..-.... .'.'i:'.•._.,;. �'-' 'a� \\ X\ \ nE s,.,, rrr��,,, I RF-24 0.00 0.90 5.0 e51. _ _ /'F-.- i // I, ' 90B DIJB CGE 12 674.7s _ ,/ a, - u , \ ':':'1.' ':':f:':-:1:':'i:''' \J \ s\ �.! �\ \\\\--e n \ -06 910 I I I I I'. / / /' \ / � 111 801 9GA 18 39.80 1.26% 667.75 687.2s RCP . -" ). .'\'.•.' ' ') '.:•: \, ., (( \ , / \ \ aq\\ F ssm, / '" - RF 24B 0.06 0.90 5.0 ../ SHEET N0. 90 DF3B CGE 10 fi74.75 RF-25 0.00 0.90 5.0 a 89 24 Z7.97 1.18% 867.00 686.87 RCP {�`'.t...\...L.... )........-\'.. -. �., \ ` \may / \ rs.c„ac / / - RF-25A 0.05 0.90 ]Iedgn abeam Yew- 10 Design Year. 10 kopa: rill-bmvb2B ,nbg: 112066 liepama by: AMI., PE oALT H F � 12 SCOTT R. LLINS T U Uc. No. 035791 __ op 4/5/22 w� O ���SIONAL ����� H Z W E Q 0 �_ W [!1 z CO Q to Z Q In o� IZl3 V d+ O LU g Cl ;> Q Z U)g��Z� OLU o- Q ~ J �M Z 0 w Z 0 F W d W IL J C) �_ i Q Z LU W .. Q U3 LU g 0 Of Q 0 U) W J > Q LU � A/ Z �1I` LL p W N W d .-+ W � � � � � QM M n lf1 111 T N .\-I N Cz/' 0 J T/�� VJ `} M�y•� / l'J C'') • M J N r-i M N 016 WT�T VJ Q N IN Q O W J J Q z Ill J z O > �� W I Q1 INLETS IN SUMP DESIGN CURB SPREAD AND INLET SPREAD AND DEPTH�������������� ���=�M=MMIMMEEM�M��MMIMM�lll 0 J ( ) Intensity 6.50 (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) � H4 D Mannings Coefficient, n is 0.013 ~� Inlet Hydrology Curb and Gutter Inlet O �l J _ W W Q A 9 Q�Q o S � 0 S � . w w ; i0' `�' $ 5 5 .4 _ Q a a m 8 9 S d ti D ti $ o v. p3 3 , ! rc J left 0.05 O.fiO O.OW 0.20 O.W 0.20 O.W10 0.0200 2.0 0.0833 4.16W 5.56 a a right 0.0] O.fiO 0.042 0.2] O.W 0.2] 0.0010 0.Men 2.0 0.003 4.1fi _ 6.31 W I� /^A, 7 38 3C 8.0 colrtinetl flow 0.5 0.08 0.16] 3.B3 V / L left 0.11 0.]0 0.07] 0.50 O.W 0.50 O.OD1212 00 2.0 0,0833 4.16W 7.82 r6M 0.11 0.]0 O.OT] 0.50 O.W 0.50 021 2.0 0.0833 4.16W 7.82 44D 3C 8.0 combined flow 1.0 0.11 0.245 5.W Maxim um allowable ead=]' Lfi P left 0.16 085 0.088 0.57 0.00 0.57 O.OD10 0.020p 2.0 0.0833 4.16W 8.33 r6M 0.14 0.55 0.0T] 0.50 O.W 0.50 OMO 0.02W 2.0 0.0833 4.16W 7.82 ~� Q 44F 3C 8.0 0.441e0.00 1.1 0.12 0.2% S.BT Maximum allowable speatl=]' 2 left 0.% O]5 0.0% 0.44 O.W 0.44 .220 0.0200 2.0 0.0833 4.1650 7.21 r6M 0.% 0.]5 O.OW 0.39 O.W 0.39 O.Op10 0.020p 2.0 0.0833 4.16W 7.21 - z II� W 3C 8.0 combined flow 08 0.10 0.218 0.94 Maximum allowable speatl=8.26' 11 1 O left 0.% 0.75 0.045 0.29 O.W 0.29 0.0010 0.0200 2.0 0.0833 4.16W 8.46 L.LI right OD] O]5 0.0. 0.34 O.W 0.34 O.W10 0.0200 2.0 0.0833 4.18W 6.86 N 18. O 50B 3C 8.0 combinedfbw 0A 0.08 0.180 4.13 Maximum allowable speatl=8.2F 'Olt 0.20 0.80 0.120 0]e O.W 0.78 0.%10 0.02W 2.0 0.0833 4.16W B.36 ■■ right O.W 0.60 0.1W 1.1] O.W 1.1] O.W10 0.02W 2.0 OOW3 4.16W 10.W 54 3D 10.0 combinedflow 20 0.16 0.343 ].% Maximum allowable speatl •12' '^ left 0.19 0.80 0.152 0.99 O.W 0.99 O.W10 0.02W 2.0 00833 4.16W 10.22 �,/! r6M 0.1] 0.80 0.1% 0.88 O.W 0.88 O.W10 0.0200 2.0 0.0833 4.16W 9.81 54B 3C ,as combinetlfbw 1.9 0.15 0334 ].fi5 Maximum allowable speatl=lR' left 0.% 045 0.02] 0.18 O.W 0.18 OODtO 0.0200 2.0 0.0833 4.16W 5.35 H r6M 0.% 045 0.0% 0.21 01 0.23 0.0010 0.0201 2.0 0oW3 4 so 5.86 mmil W 82 3C 6.0 combined flow 04 0.07 0.153 3M Maximum allowable speatl=]' lei[ 0.08 0]5 0.0% 0.44 O.W 0.44 O.Op10 0.0200 2.0 0.0833 4.16W 7.54 r6M 0.05 0.75 coos 0.24 O.W 0.24 0.%10 0.0200 2.0 0.0833 4.1650 6.05 - I O 70 3C 6.0 combinedflow 0.7 E 0.10 0.215 a92 Maximum allowable speatl=8.26' LX left 0.18 0]0 0.112 0.73 0.08 0.81 O.Op10 0.0200 2.0 0.0833 4.16W 9.48 r6M 0.10 0]0 O.WO 0.46 0.06 0.51 0.0110 0.0200 2.0 0.0833 4.1650 7.85 O 0 99''�� ]OB 3C 10.0 combined flow 1.3 0.12 0.264 6.04 Maximum allowable speed -8.26' �•9 �/ left 0.11 0.80 0.0% 0.43 O.W 0.43 0.0010 0.0200 2.0 00833 4.16W 7.48 �// Bf 1iw r6M 0.11 O80 0.0% 0.43 0.00 0.43 0.0010 0o20U 20 00833 4.16W 7.48 ■■ O CO72B 3C 6.0 combinedflow 09 0.11 0.250 5.]4 Maximum allowable speed =8.21V left 0.% 0]5 O.OW 0.39 O.W 0.39 0.0010 0o200 20 0.0833 4.16W ]21 0 right 0.% 0]5 0.045 0.29 O.W 0.29 O.W10 0.0200 20 0.0833 4.16W 6.48 72F 3C 6.0 combined flow 0.7 0.10 0.215 4.92 M axim um allowable a pead=8.25' F left 0.% 080 0048 031 0.W 031 00200 0.02on 2.0 00833 4.1fiW 3]8 r6M 0% 080 0048 031 0.09 040 00200 0.02W 2.0 0.0833 4.1fiW 4.16 W J � ]6D 3C 8.0 colrtinetlfbw 0] 0.09 0.185 dA] Maximum allowable speatl nl2' LU w left 002 085 001] 0.11 O.00 0.11 00010 0.02W 2.0 0.0833 4.16W 0.50 _ r6M 117 085 OOW 039 O.00 039 00010 0.02W 1.0 0.0833 4.16W 7.18 d ln��/ 80B 3C 8.0 conbinad flow 05 0.07O153 3.61 Maximum allowable speatl=l2' kn o.oz 0]0 0.014 o.oa o.W pass aoolo o.ozW z.o o.oe3a 4.1sW 4.16 JOB N0. r6M 0.10 0]0 00]0 0.48 O.W 0.48 00010 0.0200 2.0 0.0833 4.16W 7,64 112066 % 3C 8.0 combined flow OS 0.08 O.i85 6.26 Maximum allowable a peatl=l2' left 0.18 080 0.114 0]4 O.W 0.]4 0.%10 0.0200 2.0 0.0833 4.18W 9.18 r6M o.,6 oso p0% osz 0.W 0.62 0.0110 O.ozW z.o o.oH33 4.16W 6.60 SCALE B8B 3C 8.0 combined flow IA 0.14 OW1 6.0 Maximum allowable spead=l2' /� left 0.LM 0.65 0.026 0.17 0.W 0.1] 00200 0.0200 2.0 0.020D 1.WW 3.01 N//'1 r6M 0.05 0.65 0.0. 0 21 0. W 0.21 0.020p 0.0200 2.0 0,0200 1.00100 3.27 92 3C 6.0 combinedfbw 04 0.07 0.148 3.33 Maximum allowable spead=A SHEET NO. left 0.12 0.60 O.W2 0.47 O.W 0.47 0.%10 0.0200 2.0 00833 4.16W 7.72 r9M 0.03 O.fiO 0.018 0.12 O.W 0.12 0.0010 0.0200 2.0 00833 1111111111111 4.1fiW 459 19 96 3C 60 0121etlfbw 0.6 0.08 01]1 392 Maximum allowable spead=]' �0����������®®gym® -_®_-___�_-_�_�_-_�_®�_®0®mom ----------------- 0'• -®�®®®®®�----��- ® a s ��®®®®©©®®®®®®©®®� r a s a l ®-�-����-®mom®®®��®®®�� ���-����-�®®®moo®m®�® I 1 IA -®®'�' ®� IIII III ®��-��------�-- ���-����-�-�� I II oo®mom " STRnL"FDRE DRAEJACd: D (0p FLOW TYPE IMEf TYPE AREA 2 (Fr ) PFRIA4"IFR 6Tr) A (ACM) ( ) C 1 IN402 ( ) Q CFS ( ) 54D DI-7 6.00 I2.80 2.89 0.40 4.00 4.62 2.9 WEIRFLOW 54D DI-7 6.00 I2.80 2.89 0.40 6.50 7.S1 4.0 ORIFICE FLOW 54D DI-7-SO%clogged 3.00 6.40 2.89 0.40 4.00 4.62 4.0 ORIFICE FLOW 54D DI-7-SO%clogged 3.00 6.40 2.89 0.40 6.50 7.51 4.0 ORIFICEFLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr far spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gu INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 iNhr for spread, and 8.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gu INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and GutIii ter Inlet I .� r � O `_° $ � a .4 � � 16 o E d U (Qa O O O e B s� s a � p K 8 � i � x 5 9 ?i. a vi . bxi � of � F N o � _ � c `o a 2 � � � E � n ._ � F E ktt 0.05 .W O.oW 012 O.W 0.12 O.W10 0.02% 2.0 0.%33 4.1&50 4.fi4 r6M O.W 1207.120221o O.W 0.042 0.17 O.W 0.1] O.W10 0.02W 2.0 0.%33 4.165) fi26 % 3C 6.0 cortbilmtlfbw 0.3 0.% 0.121 2]] loft 0.11 0]0 OOT] 0.31 O.W 0.31 O.W10 0.021p 2.0 0.0633 4.16W 8.80 r6M 0.11 0]0 OOT] 0.31 O.W 0.31 O.W10 0.02W 2.0 0.0633 4.1EW 8.80 440 3C 8.0 wmbined flow 0.8 0.% 0.171 4.05 Maximum allowable speatl=]' left 0.18 0.55 0.088 0.35 OW 0.35 O.W10 0.02W 2.0 0%33 4.16W 6.94 r6M 0.14 0.55 OOTI 031 O.W 0.31 O.W10 O.OZW 2.0 0.%33 4.16W 8.80 44F 3C 8.0 wrtbimtlfbw 0.7 Maximum allowable speatl •)' left 0.09 0.]5 0.086 0.2] OW 0.2] O.W10 0.02% 2.0 0.0833 4.16W 8.29 r6M 0.08 0]5 O.OW 0.24 O.W 0.2q O.W10 O.OZW 20 0.%33 4.16W 8.01 W 3C 8.0 wrtbirletlfbw 0.5 O.W 0.1% 35] Maximum allowable speed =8.26' left 0.06 O]5 0.045 0.18 O.W O.tB O.W10 0.02% 2.0 O.OB33 9.16W SAO r6M 0.0] O]5 0.053 0.21 O.W 0.21 O.W10 0.02W 2.0 00833 9.16W 5.72 WB 3C 8.0 wnbined f STRnCD1RE DRAINA(£ n (1M Flaw amE INLer TYFE AREA iP41% PERIMETER Q"P) w iACRPB) c I (M/FIIi) Q iCPs) Y0.6A l8"Nybphst Yard Inlet 0.59 30.25 O.15 045 4.00 0.270 0.25 WEO2FLOW Y0.6A l8"Nybphst Yard Inlet 0.59 30.25 O.15 045 6.50 0439 0.34 WEU2 FLOW YIY6A l8"Nybphs[YaN Inlet-50%cb�ed 0.30 15.13 Ol5 045 4.00 0.270 0.39 WIIR FLOW YIY6A l8"Nybphs[Yard lnleL 50%cb�ed 0.30 ]Al3 Ol5 045 6.50 0439 0.92 WEIR FLOW Yl}6B I8"Nybplast Yard Wet 0.59 30.25 Ol4 045 4.00 0252 0.24 W17R FLOW YD-6B l8" Nyloplast Yard Inh[ 0.59 30.25 Ol4 0.45 6.50 0.410 0.33 WEIR FLOW YD-6B l8"Nb hat Yanl Inlet-50%cb clogged Y P � 0.30 15.13 Ol4 0.45 4.W 0.252 0.38 WEIR PLOW YD-6B l8"Nybpbst Yanl lnbt-50%cb�ed 0.30 ]Al3 Ol4 0.45 6.50 0.410 0.80 WEIR FLOW YD-6C 18"Nybplast Yard hl6t O59 30.25 O.11 0.45 4.00 0.198 0.20 WHIR FLOW YD-6C 18"Nybplast Yazd Lilet 0.59 30.25 O.11 0.45 6.50 0322 0.26 WEIR FLOW YD-6C l8"NybphBt Yard Wet-SO%cb�ed 0.30 15.13 O.11 0.45 4.00 0.198 0.32 WEIR FLOW YD-6C l8"Nybphst Yard ln@t-50%cb�ed 0.30 15.13 011 0.45 6.50 0.322 0.49 WEIR FLOW YD-bD I8"Nybplas[Yard Inlet 0.59 30.25 0.09 0.30 4.00 0.108 0.13 WEIR FLOW YD-bD l8"Nybplast Yawl Inlet 0.59 30.25 0.09 0.30 6.50 0.176 0.19 WEIR FLOW YD-6D I%"Nybpbst Yard Inlet-SO°/cb�ed 0.30 ]Al3 0.09 0.30 4.00 0.108 0.21 WEIR FLOW YD-bD l8"Nybplast Yanl EJet-SO°/cb�ed 0.30 15.13 0.09 0.30 6.50 0.176 0.30 WEIR FLOW YL�6E I8"Nybphst Yard Inlet 0.69 30.25 0.29 0.40 4.00 0464 0.36 WEIR FLOW YD-6E l8"Nybphst Yard Idol 0.59 3025 0.29 040 6.50 0.754 0.66 WEIR FLOW YD-6E I%"Nybplast Yard Llbt- SO%cb�ed 0.30 IBIS 0.29 0.40 4.00 0.464 1.03 WEIR FLOW YIl6E I%"Nybphs[Yald Wet-SO°/cb�ed 0.30 IBIS 0.29 0.40 6.50 0.764 2.71 WEIR FLOW YD-6F l8"Nybphst Yard Inlet 0.59 30.26 0.23 0.45 4.00 0.414 0.33 WEIRFLOW YR6F I8"Nybphst Yard Inlet 0.59 30.25 0.23 045 6.50 0.673 0.54 WEOi FLOW YE-6F l8"NybphM Yard Wet-SO%cb8ged 0.30 IBIS 0.23 0.45 4.00 0.414 0.82 WEIR FLOW YE-6F l8"Nybplast Yard lnbt- SO%cb�ed 0.30 IBIS 0.23 045 6.50 0.673 2.16 WE02 FLOW YD-7A 18"Nybpbst Yard leh[ 0.59 30.25 Ol8 0.60 4.(q 0.432 0.34 WPIRFLOW YD-7A 18"N b last Yard I11M Y P 0.59 30.25 Ol8 0.60 6.50 0.702 0.59 WPIRFLOW YD-7A 18"Nybplast Yard Inlet 50% clogged 0.30 15.13 0.18 0.60 4.00 0.432 0.89 WDRFLOW YD-7A 18"Nybplast Yard Inlet-50°/a clogged 0.30 15.13 0.18 0.60 6.50 0.702 2.35 WDRFLOW YD-7B 18"Nybplast Yard Inlet 0.59 30.25 Olt 0.50 4.00 0.240 0.23 W792FLOW YD-7B 18"N b last Yard We[ Y P 0.59 30.25 Olt 0.50 6.50 0.390 0.32 WPIRFLOW YD-7B 18"N b lost Yard Inlet S(N/ocb Y P � 0.30 15.13 Olt 0.50 4.00 0.240 0.36 W77R FLOW YD-7B 18"Nybpb.6[Yard IBhL 50%cb�ed 0.30 15.13 Olt 0.50 6.50 0.390 0.73 W17R FLOW YD-7C 18"Nybp]aM Yard lde[ 0.59 30.25 0.22 0.45 4.00 0.396 0.32 W17R FLOW YD-7C 18"NybpbM Yard Inlet 0.59 30.25 0.22 0.45 6.50 0.644 0.49 W17R FLOW YD-7C 18"Nybplast Yard Inlet 50%cb�ed 0.30 15.13 0.22 0.45 4.00 0.396 0.75 W17R FLOW YD-7C 18"Nybple.6t Yard Inlet-50%cb�ed 0.30 15.13 0.22 0.45 6.50 0.644 1.98 WEiR FLOW YD-8A 18"N b last Yard lob[ Y P 0.59 30.25 0.04 0.60 4.00 0.096 0.12 WEIR FLOW YD-SA 18"N b bM Yard lab[ Y P 0.59 30.25 0.04 0.60 6.50 0.156 0.17 WEIR FLOW YD-SA 18"Nybpb.Bl Yard lab[-5(N/o clogged 0.30 15.13 0.04 0.60 4.00 0.096 0.20 WEIR FLOW YD-8A 18"Nybpbst Yard Inlet 50%cb�ed 0.30 15.13 0.04 0.60 6.50 0.156 0.27 W17R FLOW YD-8B 18"NybplaM Yard lBb[ 0.59 30.25 0.07 0.60 4.00 0.168 0.18 WEIRFLOW YD-SB 18"Nyb Iasi Yard Wet 0.59 30.25 0.07 0.60 6.60 0.273 0.25 WFJA FLOW YD-SB 18"Nyb last Yard Wet - SO°/cb clogged 0.30 15.13 0.07 0.60 4.00 0.168 0.29 WEIR FLOW YD-SB 18"Nyb last Yard Wet-SOn/ocb clogged 0.30 15.13 0.07 0.60 6.50 0.273 0.40 WEIR FLOW YI}9 IR"Nybpbst Yard Inlet 0.59 30.26 0.11 0.60 4.00 0.264 0.24 WEIR FLOW YI}9 IR"NW0pb.4 Yaril Inlet 0.59 30.25 0.11 0.60 6.60 0.429 0.34 WEIR FLOW Y0.9 l8"Nybplsst Yana bile[-50%clogged 0.30 15.13 0.11 0.60 4.00 0.264 0.39 WEIR FLOW YD-9 18"N b lost Yard lNet -SO%cb clogged 0.30 15.13 O.11 0.60 6.60 0.429 0.86 WEIR FLOW YD-9A i8"Nybplast Yard Inlet 0.59 30.26 0.11 0.60 4.00 0.264 0.24 WEIR FLOW YD-9A IR"Nybpbs[Yard Inlet 0.59 30.25 O.11 0.60 6.60 0.429 0.34 WEIR FLOW YD-9A IR"Nybphst Yani Efet -SO%cb clogged 0.30 75.13 0.11 0.60 4.00 0264 U.3'I WEIR FLOW YD-9A IR"Nvbplas[Yard ln'e[-SO%cb8ged 0.30 lil3 0.11 0.60 650 0429 U.88 WEIR FLOW YUIO IR"NYloptut Yani tole[ 0.69 3O2S 0.08 0.60 4.00 0.192 U.2U WEIR FLOW YD-10 IR"Nyb lot YaN Inlet 0.59 3025 0.08 0.60 6.60 0312 0.27 WEIR FLOW YD-10 18"Nyb last Yard Eilet-50n/ocb ed 0.30 15.13 0.08 0.60 4.00 0.192 0.31 WEIR FLOW YD-10 I8"Nyb last Yard Inlet-50n/o cb�ed 0.30 15.13 0.08 0.60 6.50 0.312 0.46 WEIR FLOW YI}l0A IR"Nylnpbst Yana Lilet O59 3025 0.08 Oho 4.00 0.192 0.20 WEIR FLOW VD-IOA IR"Nd0 Last Yard LJet P 1759 3025 008 060 6S0 0312 0.27 WEIR FLOW YD-111A I R" Ncb lost Yard Inlet - 511 % cb ^ed 1 � 11.30 li.13 0.08 060 4.00 0.192 0.31 WFJR FLOW YD10A IR"NybpWst Yard ln'et-5f1%cb ed 0.30 lil3 008 Ofi0 6.50 0312 0.46 WEIR FLOW YD-11 18"Nybplast Yard Inlet 0.59 30.25 0.20 0.50 4.00 0.400 0.32 WEIR FLOW YD-11 18"Nybplast Yard Inlet 0.59 30.25 0.20 0.50 6.50 0.650 0.50 WEIR FLOW YD-11 18"N b last Yard Idol -SO%cb clogged Y P � 0.30 15.13 0.20 0.50 4.00 0.400 0.76 WEIRFLOW YD-11 18"Nybplast Yard LBe[-50%cb�ed 0.30 ]A13 0.20 0.50 6.50 0.650 2.02 WEIRFLOW YD-11A 18"Nybplasl Yard Inlet 0.59 30.25 0.12 0.50 4.00 0.240 0.23 WEIR FLOW YR1IA l8"Nybp]aM Yard lrl@t 0.59 3025 O.12 0.50 6.50 0.390 0.33 WEIR FLOW YD-IIA 18"Nybpbst Yard Wet-50%cb[ged 0.30 ]Al3 Olt 0.60 4.00 0.240 0.36 WEIR FLOW YD-1lA I%"Nybpbst Yard Wet-50%cb�ed 0.30 IBIS Olt 0.50 6.50 0.390 0.73 WEIR FLOW YI}l1H l8"N b last Yanl Inlet Y P 0.59 30.25 Ol4 0.50 4.00 0.280 0.25 WEIR FLOW YD-I1B IS"Nybplast Yard Wet 0.59 30.25 OI4 0.50 6.50 0.455 0.35 WIat FLOW YD-11B 18"Nybpbst Yard Wet-SO%cb�ed 0.30 IBIS Ol4 0.60 4.00 0.280 0.40 WEIR FLOW Yl}I1B 18"Nybpbst Yanl Wet-50%cb�ed 0.30 IBIS O.14 0.50 6.50 0.455 0.99 WEIR FLOW YI11lC IS"Nybphst Yard Inlet 0.69 30.25 O.IO 0.50 4.00 0.200 0.20 WEIR FLOW YD-1lC IS"Nybphst Yard lvYt 0.59 3025 O.10 0.50 6.60 0.325 0.28 WEIR FLOW YR1lC I%"Nybplast Yard lnbt- SO%cb�ed 0.30 ]S.13 O.10 0.50 4.00 0.200 0.32 WEIR FLOW YR1IC I%"Nybphst Yard Inlet-SO°/cb�ed 0.30 IBIS O.IO 0.60 6.50 0.325 0.50 WEIR FLOW YE-l2 l8"N b hat Yard Wet Y P 0.69 30.26 0.23 0.40 4.00 0.368 0.31 WEIR FLOW YE- l2 l8"Nybphst Yard Inlet 059 30.25 0.23 0.40 6.50 0.598 0.43 WEOi FLOW YE- l2 I%"N b hat Yard Wet -SO%cb clogged Y P !'8 0.30 IBIS 0.23 040 4.00 0.368 0.65 WEIR FLOW YIl l2 I%"Nybplast Yard Wet-50%cb�ed 0.30 IBIS 0.23 0.40 6.50 0.598 1.71 WEIR FLOW YD-12A IS"N b hat Yard Inlet 0.59 30.25 O.18 045 4.00 0.324 0.20 WEIR J c --PROPOSED 8' WOODEN AG) CIF CC QC FG _ AR i _ -PRIVACY FENCE, SEE FENCING AND ARMORING _ - �DETAIL,SHEETS N141n„ - m°'rr"_ ,�, ��,- -- WITH RUBBER HZ HOSE&C AUGE TURNBUCKLES WIRE 2"x2" HARDWOOD STAKE FROM TOP OF BALL AS SHOWN + • ° �L + Y _. io o � �j - _ —•_ - innmm innnc�oo ° I — 0/3 &REMOVE BURLAP FR _ — l + — - — — -`._ • \ ` \ SCARIFY SUBSOIL TO 4" MIN. DEPTH — — — — - -:.........'.....PROPOSED TOT .:.:.:.:::.:.:.:.:-.: / — — — / MULCH snuceR MG CD.......... ............ / T DRIP uNe } — ...........LOT AREAAgo ...::......... �. \ / — — — L —I— — FINISHED GRADE \— ° 1/3 HT. OF TREE TREES 4" A 4' CAL. SHALL SHALL STAI SNOW FENCE GUYED WITH 3 EQUALLY SPACED TWIS -- -- -- — — N \ — P-"VATlA /^ \ \ \ ?. ✓ / / / / \�\ / \ AND TNR BIUCKLES.GAUGE LOOPR WITH HOSE I I EgL �VR% LOT 120 / I AROUND TRUNK ABOVE BRANCHES l— Wl N lF (V •� _ —�_ BN / \q LOT u DT Y J v ` I -III AS SHOWN, FLAG WIRES WITH L - . PROPOSED SIGHT J I Z \ ` Egg AR• �_ - z'i 9 \ III 11- COURVEY TAPE. REFER TO SPECS w DISTAN-CE -EASEMENT T 18 LOTS 116 120 I�r� IIIII ,�.• - L FOR ADDITIONAL INFORMATION. INCLUDED WITH SITE AMENDED SOIL MIX LOT 11LASE IV r - - - L � �r � � u�l 'IMPACTED suacRADE ry �/ LOT 11 LOT 11 �- _ — — — S, yv A �...V A LOT 116 \ / / 1 A eoAFo FeNce �W 5 LOT11y 3 LOT11z / W � / PROPOSED SIGHT I � / � _\� \ � ,.,I Tree Planting and Staking Detail LOT u1 J STANCE EASEMENT- \ \ \\: \ i CORD FENCE �.. \ \ 4- /i� _ I V � Not To Scale LOT 110 LOT 109 LOT 1o8 \� \ \\ \ \ \ \ �/ �1 ' S - - _ � Pvsnc FENCE LOT10 CORRECT METHODS OF TREE FENCING Y /L/ 7 LOT 106 TREES UP To 4' CAL SHALL BE STAKED WITH Ii Y TREES OF"HARDWOOD K 4" CALRLARGERSHALL BE M M I1 11�9 / / GUYED WITH 3 EQUALLY SPACED, TWISTED, ANDTURNBUCKLES LOOP HOSE AROUND L- - / I / / 1 \-t'� _ / LOT 10!} / • \ \ \ \ \ \ / " ��` �6 I \ / TRUNK. FLAG WITH COURVEY TAPE. ' REFER TO SPECIFICATIONS FOR $ OT \ V A A A �i FURTHER INFORMATION \ — L 103 $ G 0 \____ L� ��� i/ / � // Y — �pl� "� //�I�/5GUY`MRES NTH RUBBER HOSE AND w w w w w '' w w —� w • °., — • \ \ ��� '\ p� ii //Iy:.,al TURNBUCKLES 2/3 UP TREE ^' PHASE IV ••Mw �D'I�VVV \ \\ j 2"x2" HARDWOOD STAKES, ALIGN \ \ \ LOT1oo �O / / FUTURE CORRECT TRUNK ARMORING / TOP OF STAKES am O DEVELOPMENT \ \ \ / °� (/ Y i \ MULCH SAUCER \`� w LOT99 \ �� G� / (3) PA STREET TREES TRIANGULAR BOARD FENCE I� Q P �V v / q r �w /ALONG LEEHAM STREET - � //�I I AMENDED SOIL MIX w\ w ,.. • \ v • . /-\I '- - -- 1 O ----- — GRA m T II \ w w rr L 'L F \� A -1Ti I� \ - " . '• � • o ° ° ... . / ° / � 30 0 15 \ 60 FROM TOP - / � I � - CUT AND REMOVE BURLAP to _ - _ - - - - - - _ x \ \ PROPOSED SIGHT _ 1\ �- ° - EA \ /_._ ��p 1/3 OF BALL AS SHOWN _ - � I � . DISTANCE EASEMENT / I � � III�I / ' RESIDUE AR q RESERVED FOR - - - SCARIFY SUBSOIL TO 4" MIN. DEPTH I r � � I v �� � � PHASE IV � III I-i . I � � • � ( IN 771mmmm �1 COMPACTED SUBGRADE QL v / PA DEVELOPMENT 1 inn = 30 t. m o.�ACRES I r —I— — Evergreen Tree Planting Detail F_ I— — ` Not To Scale (4) OS STREET TREES -- - - - I I \ SCOTT /R. Cl96LLINS Lic. No. 035791 8/29/22�� �SSIONAL E�G� F Z W 0 _ W cn c� Z 0 °� w > F__ u r r 0 Z z o W g K � u Z UO Z w F- y) .0n an a OQ Lug} z u W 0 0 Z J UU Q� N O W W d Z LL Z 3 Z V) J o g N W 0 0 m w w Z Z Q LL lL J Lu J Q ' Z_ W w En _ \ ALONG LEEHAM STREET Y _ PEN SPA E B \ A O C ,PROPOSE FI E PIT � I AR - 2.5" CALIPER TREE QL 0. ACRES �I � v� I �� O TOTAL: 2 TREES TO- L: CALIPER TREE . . N N N N N I _ -•uI I li AND SEATING AREA 43 I I � \ \ �\ � I y\ � TOTAL: 34TREES w N N N N N N N Y I �I I I II - \ ° \ \ \ w \-�•- M M � n - I I \ \ \ \ \ \ \ I IIII I PR•,O _ v \ w r . \ AR-3.5"CALIPER TREE POSED ACTIVE P-2.5"CALIPER TREE RECREATION AREA \ TOTAL: 6TREES TOTAL: 59TREES 0 43 I APARTMENT III _II - CALIPER --�--- _ L QS' TREEBUILDINGSN +BN - 2.5" CALIPER TREE TOTAL47 TREESNCLUDING(6) TOTAL: 29TREES � AFFORDABLE Q U II F i — IT i_ I - — — •+ —� v' - � VA � FIG -3.5"CALIPER TREE STREET TREES /� \ / TOTAL: 8 TREES MG- 4'-6' HT. TREE ~ ALONG HUMBOLDT ST \ / TOTAL: 33 TREES LOT 97 (3) OP STREET TREES / / / v v _ p �iQ w �\ / / 1 z LOT g6 LOT gS ALONG H JMBOLDT ST / �� Lg v v j LT- 2.5" CALIPER TREE (� UAP I — LOT LOT ( / ( ��\ \ (28) OP STREET TREES / CD- 4'-6' HT. TREE ~ I 94 w ° TOTAL: 17TREE5 I• I 93 °I LOT gz / \ ' + 09 G� \ ALONG PARK RIDGE DRIVE0 \ TOTAL. 24 TREES (N F--I I / / LS - 2.5 CALIPER TREE CJ- 6' HT. TREE . I I� I • / \ \ ` - ; � : � � ' \ TOTAL! 12 TREES TOTAL: 45 TREES anM L, LOT in1 - I — _ — / LOT 90 / \ \ \ T T 8 + TOTAL: 13 TREES TREE AG- 6 HT. TREE 0-6 • \ — — � /( / LO 8g �A 2 5" CALIPER T � W LOT 87 r \ w TOTAL. 6 TREES (y F UAP - 2.5" CALIPER TREE 4b - LOT 86 °' CC- V HT. TREE p '/ �, / .• P • � \ � � (28)OLSTREETTREES TOTAL: 20TREE5 � N 610)IG 0 CA - BN \ ALONG PARK RIDGE DRIVE W 1 I ) - - / \ w / 7 TOTAL: 6TREE5 PR VA ROgD TR ET a / / • \ \ \ \ \ % / QC - 3.5" CALIPER TREE CF 6' HT. TREE > - F v I ` / - TOTAL: 6TREES TOTAL: 6TREE5 Ld . o END OF PRIVATE ROAD / v s U - 6' HT. TREE w \ / / V LOT8 \ V A �w v TOTAL: 7TREES � - - -ti' � °\ _ V 5 /� QC TREE � _ z ° / TOTAL 9 TREES 22 I _ 49 / � V / Fla)LOT8y v ,�vv � \ v 0 U) LL Q (6)UAPSTREET TREE S LS O ALONG ANLEEROAD - / j \ \ w 0 — ( w LOT 8 ui (6) OS STREETT\ 1 R v DISTANCE TO NEAREST �1 EE5 w I S LOTS ( I- _ \ \ \ - \. / LOT - — INTERSECTION (CLAIBOURNE ROAD I --I = L �1 z CJ ALONG ANLEE ROAD 9I Z J f I LOT 58 LOT 5g ( / AND PARK RIDGE DRIVE) 705' r m LO (4) OP b a Q a) 61 ,. / \ ``xunmN•� / \ \ \ \ LOT 80 \ - `•, N Q ( n ALONG HUMBOLDT ST LOT 6z v , r , V LOT 6 2 0 \ � 77 O \ LiT78 ASTREETTREES L/ )— LU ALONG HUMBOLDT ST/ ul •� .C•I �I I II / � � I � - °., / / , / /�• /// - v v �v v� �� / v / PROPOSED v v I � v 1--I • I. I .:.., �� v� y v v DISTANCE EASEMENT / v l s'OP °•C SPACE 22gCRES--------- e`OPEN SPACE E Lu I �N/ O 0.08 ACRES T 6 9/GF q , \ / / �� / / L 6 b _ \ \• \. \ / � LOT 21 ����- - �_ _ � _ �-s\ - � � --- _ PUA�/Ey�Rs / DTT67 (12)DPSTREETTREES \ SF l ;r / l ��� - s\ _ �BU WAY //: \ s C T Q h �AD ($4, � ALONG 4 LOT 20 / / / I n O \ \ PROPOSED SIGHT \ \ \ � \ \ / \ � � / � / / � < O MEYERS WAY =+ \� / \ DISTANCE EASEMENT I / Q W / // f l l / 1 /;-' / rrnn 0 Cp _ y T zy v / w \\ II O % ! LOT i u 0 — LOT 55 11 LOT Sy / / Q w��� v v LOT 73 . // IJ/ /� / / / g // / �/ H Lu LOT z5 / w J H- M + — LOT 5z / / �� v y r v LO / Lu ° .. / w \W \ / LOT 51 / /� / I "��� r � � �/ LOT18 / / a _ JOB NO. � — / — LOT o v 11 , �� �� R OPEN SPACE F — — 5 / - b / / / //// / / 2.58 ACRES - CD - _112066 LCT49 - v v _ v� I T�7 /// // // �/r LO FSCALE SOT 48 O = LOT y7 / LOT 17 / 1 30 + _ \ \ �- \ \ / / \ \ L " C - SHE 2 y / / / / \ / J SHEET NO. + \ LOT Qs �� / - - � � �� LOT z8 ..• / / /20 - BN I R .•, ,M 68o 68o c HT. OF OBJ.=3.5' ` S/ G`DI�N`28` SIGHT LINE (TYP.) 675 -- -- 675 —SIGHT DISTANCE= go' \ HT. OF 7 670 PROPOSED GRADE (TYP \ — EYE = _ _ .5' EXISTING GRADE (TYP.) JHT. OF 670 OBJ.=3.S' 665 665 M O n m 00 N m 'i 01 m N l0 M ^ o ^ M n N N 00 � w N M 00 l0 rY M rY ~ vi co 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo �RBOLEDA DRIVE &PARK RIDGE DRIVE INTERSECTION SIGHT DISTANCE PROFILE HT. OF OBJ.=3.5' 680 � — —_ 680 _ _ TG—DISTq C�z$p, SIGHT LINE (TYP.) \ - DISTANCE=280 _--- OF _SIGHT JOTBJ.=3.5' 675 675 PROPOSED GRADE (TYP. T. OF EYE= _ .5' EXISTING GRADE (TYP.) — — — — _ 670 — — 670 N 00 O 0 ,+ m ^ rr, o O01 m't o 0) m M 01 al m H oo O a0 0o O F 00 l6 ^ .t ^ �t �^ ^ N r^ ^ N r^ ^ rl ri ^ ri ^ N ^ 1t ^Lo 0+00 0+50 1+00 i+So 2+00 2+SO 3+00 3+5o 4+00 4+So 5+00 S+So ANLEE ROAD (NORTH) &PARK RIDGE DRIVE INTERSECTION SIGHT DISTANCE PROFILE EXISTING GRADE (TYP.) HT. OF SIGHT LINE (TYP. HT. OF OBJ.=3.5' SIG HT ` pl STq`E=.736' OBJ.=3.5' 68o DISTANCE° 68o SIGHT \— HT. OF EYE=3.5' 675 — — — 675 PROPOSED GRADE (TYP. 670 670 M N 00 m 00 N n o v, 0000 a o6 N00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 ANLEE ROAD & LEEHAM COURT INTERSECTION SIGHT DISTANCE PROFILE TYP.)- EXISTING GRADE (TYP.)--,,, SIGHT LINE (TYP.) 680 T DIsi �NC�8o� _ HT.OF �SIGHTD�TANCE=z 680 — — / 0 HT. OF O BJ.=3.5' F J 675 —' ROPOSED GRADE (TYP.) 3-5' 675 670 670 O k M W ^ Q Vt N tl1 O^1 W M O0 OO1 O1 S O l0 V1 0 O 0 1p ^ F 1p 00 ^ rl ^ 00 M 00 r4 00 O 00 H O0 p1 ^ I� O ^ 00 l0 1� .t ^ l0 tDID lD ID lD w l0 l0 l0 w lD �O ID 10 10 w 10 0+00 o+So 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+So 5+00 5+50 6+oo LEEHAM STREET & PARK RIDGE DRIVE INTERSECTION SIGHT DISTANCE PROFILE HT. OF OBJ.=3.5' 68o 68o HT. OF - — — SIGHT DISTANCE_ `SIGHT LINE (TYP.)- =z8o_ 675 — — 675 HT. 0 EYE=3.5' 1i� / i \ / XISTING GRADE (TYP.) 670 ROPOSED GRADE (TYP.) 670 _ _ j ,/ N 0) O 1� O 00 O M ,y m Momo rmyl Ln I� N ^ H ^ O ^ W ,� •i ^ I N •i ^ w N ^ tD k6 ^ w V1 ^ l0 ^ T ^ kD O ^ 00 W 06 0 W 'o 'o VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 ( IN FEET ) 1 inch = 50 ft. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 ANLEE ROAD (SOUTH) &PARK RIDGE DRIVE INTERSECTION SIGHT DISTANCE PROFILE 200 700 700 HT. OF OBJ.=3.5' 695 695 \ \ \/G�O� 690 \ Tq SIGHT LINE (TYP.) 690 685 EXISTING GRADE (TYP.) \ — — 685 �� — HT. OF —, S1=TDis EYE=3.5' E-i- 680 PROPOSED GRADE (TYP. HT. OF OBJ.=3.5' 680 675 675 O CY) O m M 00 tN O CO 00 0000 I� 0 O L!1 � O N ei ei O1 w lk0 � lD 0+00 0+50 1+00 1+50 2+00 2+So 3+00 3+So 4+00 4+50 LEEHAM COURT & LEEHAM STREET INTERSECTION SIGHT DISTANCE PROFILE SCOTT/R. CKLINS Lic. No. 035791 10Y0 4/5/22 4� �� SSrONAL OC'l z z w J 0 o V En Q w (n C7 Z j Q H Z Q O°�wrn O = V F_ H w j Z Lu 0 a Z U g Z Lu H O o a Z O z FBI o W a W ,� o �`"J� w 06 o ¢ w Z WL Q W > w w O m V) W C� J a > Q W p" Z D_ ti 0 W Lu W K ujlc�D N O O O z 0 z co N J M W o oZS rn p W N O > ZLLj J Q _ J z L9w �..L H z 0 V / W� a I _ W ul z�� W O JW o J� Q w Q O O uo N z �W �J w w U) JOB NO. 112066 SCALE 1rr = 50' SHEET NO. 22 z I Q