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HomeMy WebLinkAboutSUB202100155 Plan - Approved 2022-09-06GENERAL NOTES OWNER: GLENBROOK LLC PO BOX 1467 CHARLOTTESWLLE, VA 22902 DEVELOPER., RIVERBEND DEVELOPMENT, INC. GLENBROOK AT FOOTHILLS PHASE III 455 SECOND STREET, SE SUITE 400 CHARLOTTESNLLE, VA 22902 ATTN., ALAN TAYLOR ENGINEER., COLLINS ENGINEERING 200 GARRETT ST SUITE K CHARLOTTESWLLE, VA 22902 (434)293-3719 TAX MAP NO.: 1. POR77ON OF 05600-00-00-057DO (OB.5039, PG.66) - 9.50 ACRES 2. PORTION OF 056A2-01-00-06200 (OB.5039, PG66) - 0.08 ACRES J. 05600-00-00-05781 (DB.5039, PG.75) - 9.32 ACRES 4. EXISTING 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 56-570 AND IMP 56A2-1-62 ARE LOCATED WITHIN THE ENTRANCE CORRIDOR NOTE: IMP 56A2-1-62 IS SUBJECT TO THE APPLICA77ON PLAN AND PROFFERS ASSOCIATED WITH ZMA201600005 AND ZMA2021-00015. DENSITY., ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC + 30 % BONUS DENSITY FOR POR77ON OF PHASE 111 DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE POR77ON OF PHASE III DEVELOPMENT WITHIN URBAN DENSITY AREA OF THE COMPREHENSIVE PLAN - SHOWN ON SHEET 3). PHASE I: 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) + (71 AC x 6 DUA x 30% BONUS INCREASE) 189 UNITS. (177 UNITS + 6 AFFORDABLE UNITS & 6 MARKET RATE UNITS) TOTAL DENSITY PROVIDED: 6.431 DUA 189 DWELLING UNITS(INCLUDING 6 AFFORDABLE UNITS + 6 MARKET RA7E UNITS') PROPOSED USE: PHASE //// (THIS PHASE) SINGLE FAMILY DETACHED UNITS = 20 UNITS (NOT INCLUDED WITH THIS 517E PLAN) SINGLE FAMILY ATTACHED UNIIS = 100 UNIIS MUL77-FAMILY APARTMENT UNITS = 24 UNITS, INCLUDING (6) AFFORDABLE UNIIS 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 251'. = 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 GREEN WAY EASEMENT (2.269 ACRES). THE GREEN WAY EASEMENT WILL BE DEDICATED TO THE COUNTY OF ALBEMARLE, VA FOR PUBLIC USE. ALL 07HER OPEN SPACES AND POR77ONS OF OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0.422 ACRES OPEN SPACE B = 0.429 ACRES OPEN SPACE C = 0.206 ACRES OPEN SPACE D = 0.044 ACRES OPEN SPACE E = 0.085 ACRES OPEN SPACE F = 4.843 ACRES (INCLUDES 2.289 ACRES OF GREENWAY ESMT) RECREA77ON AREA: TOTAL AREA PROVIDED: 55,125 SF (NOT INCLUDING THE GREENWAY EASEMENT WITH PASSIVE 7RAILWAYS) RECREA7ONAL 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 F. 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 W17HIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXIS77NG COND177ONS PLAN SHEET (SHEET 3) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET NOTE: VILLA UNITS: 1-1/2 STORIES (MAX. HT.=25' & MAX. FOOTPRINT= 1665 SF) - BAYBERRY UNIT TOWNHOUSE UNITS. 3 STORIES (MAX. HT. = JO' & 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 INC., ✓ANUARY 2007 GRADED AREAS WERE FIELD SURVEYED IN 2017 THE UPDATED BOUNDARY LINE INFORMA77ON WAS SURVEYED AND PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN OCTOBER 2021. INFORMA77ON FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. DATUM: NAD 83 EXISTING VEGET477ON: PAR77ALLY CLEARED AND GRADED UNDER PREVIOUS LAND DISTURBANCE PERMIT. LIGH77NG. NO LIGH77NG IS PROPOSED PARKING. REQUIRED PARKING 1. (2) OFF-STREET PARKING REQUIRED FOR EACH UNIT SFA UNIT- 100 UNITS x 2 SPACES = 200 SPACES 2. (2) PARKING SPACES REQUIRED FOR EACH 2-BEDROOM APT. UNIT- 12 UNITS x 2 SPACES = 24 SPACES J. (1.5) PARKING SPACES REQUIRED FOR EACH 1-BEDROOM APT. UNIT: 12 UNIIS x 1.5 SPACES = 18 SPACES J. GUEST PARKING (1 SPACE / 4 SFA/MULTI-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. NO PARKING SIGNS WILL BE SHOWN ON THE FINAL SITE PLAN DESIGNATING AREAS FOR ON -STREET PARKING AND WHERE THE ON -STREET PARKING IS PROHIBITED. PHASING THIS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT, WHICH IS BEING DEVELOPED IN PHASES TOTAL, INCLUDING PHASE 1, IIA, IIB, III, IV & V. BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE RETAINING WALLS: A RETAINING WALL IS PROPOSED WITH THIS PLAN SEE GRADING SHEETS. LANDSCAPING., STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 14. SEE SHEETS 23 & 24 FOR THE LANDSCAPING PLAN. BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SI7E THAT COMPLIES WITH SECT70N 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 & 51003CO2290; FEBRUARY 4, 2005. STREAM BUFFER EXISTS, AS SHOWN ON SHEET J. OFFSITE DISTURBANCE. NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE 77E-IN CONNEC7ON TO THE SANITARY SEWER WITHIN EXIS77NG UTILITY EASEMENT. FIRE FLOW / BUILDING CALCULATIONS: WATER/SEWER: THE DEVELOPMENT WILL BE SERVED WITH PUBLIC WATER AND SEWER. THE WATER PRESSURE FOR THE DEVELOPMENT IS 2850 GPM AT 60 PSI. ISO CALCULATIONS., THE MAXIMUM REQUIRED FIRE FLOW FOR 771E PROPOSED USE, BASED ON ISO CALCULATIONS, IS 1250 GPM. IMPERVIOUS AREAS: ON SEPTEMBER 28, 2021, THE ALBEMARLE COUNTY PLANNING COMMISSION Proposed Roadway 148,990 sf APPROVED A REQUEST TO VARY THE PRIVATE STREET SIDEWALKS AND PLAN77NG STRIPS SUBJECT TO THE FOLLOWING CONDITIONS - Proposed Sidewalk 39,200 sf 1. THE DESIGN OF THE SIDEWALK AND PLAN77NG S77?1PS MUST BE IN Proposed Driveways 42,880 sf ACCORD WITH THE PROVISIONS OF SEC77ON 14-422, WITH THE EXCEP77ON OF THE LOCA77ON OF THESE ELEMENTS WHICH MAY BE Proposed Residences 167,500 sf LOCATED IN GENERAL ACCORD WITH THE LAYOUT SHOWN FOR LOTS Proposed Emergency Access 4300 56-65 AND LOTS 86-97, AS SHOWN IN THE PRELIMINARY PLAT 402,870 sf 77TLEO "GLENBROOK AT FOOTHILLS - PHASE ITT, INITIAL SITE PLAN & PRELIMINARY PLAT," PREPARED BY COLLINS ENGINEERING, LAST OVERALL ACREAGES REVISED MAY 20, 2021. TOTAL ACRES OF LOTS., 10.36 AC (51.9%) 2. A MAINTENANCE AGREEMENT FOR THE SIDEWALKS AND PLA77NG TOTAL ACRES OF OPEN SPACE., 6.05 AC (30.37) STRIPS ASSOCIATED WITH THE PRIVATE STREET MUST BE RECORDED TOTAL ACRES OF ROW 3.55 AC 17.8% WITH THE FINAL PLAT FINAL ROAD PLAN SUB202100155 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA lEE MEpVPi � ♦' _ o w J ,o, LOT ]5 SFD APPROVED by the Albemarle County Community Development Department Date 9/6/22 I�I�•Y�1:Y�IYiI UII2; b'1.'S '.9.2]ACRES' sFD LOT 71 SFD _ SFD 0 \ \ J: / LOT ]3 Lor ]A scD srD LOT W SFD LOT 81............... pJ� ':'/JPSNSPACE: '.' D.ABACRES.' LOT8JQ SFD y SFD \ LOT 88 LOT 89 SFA SFA LOTW LOT 9t � A J � � LOT 86 SFA EPA / ` .'. ............. .\� LOT 87 OPEN SPACE/IZ L SFA12 LO A OTA 0.09ACRES SFA SPA LSF�LOFA LOT107 A SFA orn \ w• FA ------------ 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 Wl7HIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D ADOPTED FEBRUARY 4, 2005. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) l7E TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE 17E TRIP GENERATION MANUAL, LOTH EDIT70N. 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 TRASH 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 LOCA77ON OF THE RETAINING WALLS WITHIN THE PHASE N DEVELOPMENT. 10) ROADWAYS AND PAVED CIRCULA77ON AREA = 148,990 SF. 11) THE PRIVATE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO 7HE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON OR THE COUNTY OF ALBEMARLE. LOT R SFA M 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 011AnS LEGEND EXIS77NG CULVERT 0 CULVERT Q DROP INLET & STRUCTURE NO. CURB a CURB & GUTTER 0 PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH EAR774 DITCH DRIVEWAY CULVERT BENCHMARK CLEARING LIMITS - - - -��- - - - EXIS77NG CONTOUR 200 PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION 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 VDOU. CONTACT VDOU FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT/R. C&LLINS Lic. No. 035791 8/29/22�� lvl�SSIONAL z z w E O w L coz cn z O U)°� w o u � r r 12 o - g z z U) a - a � � z g U U z w (n U) Z w N z U I- cn O O O> z O z z H O w a w LE! z I- w o_ o_ U) ¢ Q o�^ _ aza a z z a m w a' W LL LL J 0 U) Q LU J Q z_ a li LL W U) w W I I- LU N O O O O O O z L J M (y) C3) H J CV I--t CY) C oZS CD W O Q WNO ZLLi J _ J z > 1-4 w W L9 � F_ O _ ��// LL z LU E w > < U W = U = Y 0- W Ul J ::) J z 2 ~ W O jj 1 O JU) F Jw�/ W Y O a O (V n �.�/ C). C) U N z W ^J LU O Q_ (n JOB NO. 112066 SCALE AS SHOWN SHEET NO. 1 PROFFER STATEMENT FOOTHILLS CROSSING Date: February 6, 2017 ZMA #: 2016-05 Tax Map Parcel 0: 056A2-01-00-06200, 05600400-00-057CO, 05600-00-00-057132, 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 (05600-00-00-57CO, 05600-00-00-057B2, and 056KO-00- 00-00OA2) totaling approximately 32.56 acres from RI Residential (RI) 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 22AA and it is agreed that: (1) the ZMA itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation to the rezoning requested The tern "Owner" as referenced herein shall mean the owner(s) of record and successors in interest of parcels 056A2-01-00-06200, 05600-00-00-057CO3 05600-00-00-057B2, 056KO-00-00-000A2, and a portion of 056A2-01-00-06100. The Application Plan shall refer to that certain Application Plan prepared by Collins Engineering February 16, 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 Gcncral Notes section of the Application Plan. c) Buildings shall be oriented towards public streets as described in Note 9 of the Application Plan. A strip of open space shall be provided along the Eastern Avenue Connector Road and Park Ridge Street, where necessary, to provide additional landscape buffering of any rear yards abutting the open space where backs of buildings are visible from the street. Page 1 of 8 controls established by this paragraph 6B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 613(2) have been satisfied (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle 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. Coat 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 £or the proceeding calendar year in the Marshall and Swift Building Cost Index ("MSI') for masonry walls in the Mid -Atlantic. The annual adjustment shall be made by multiplying the proffered cash contribution amount due for the preceding year by a fraction, the numerator of which shall be the WI as of December 1 in the preceding calendar year, time denominator of which shall be the NISI as of December 1 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 (37,333.18) x 2018 MSI/2017 MSL Each annual adjustment shall be based on the amount of the proffered cash contribution due for the immediately preceding year based on the formula contained in this Proffer 7 (the amount derived from such formula shall be 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 `mfinimum 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 Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. Page 5 of 8 d) The Greenway trail system shall include a connection to this phase of the Foothill Crossings Neighborhood and a connection to Crozet Park. The headings of the proffers and conditions set forth below have been prepared for convenience or reference only and shall not control or affect the meaning or be taken as an interpretation of any provisions of the proffers. 1. PadkRidge Street Road Construction and Dedi 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 (50d) 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. Greemyay 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 Gteenway. The installation of the trail shall not preclude the future conversion, by others, of the trail to Clsss A - paved trail standards. The general location of the trail network is shown on the Application Plan however exact tailocations shall be determined based on sit e conditions. Installation of the trail network shall be completed prior to issuance of approval of the tenth (10a) CO for a single family dwelling within the Project Upon the request of the County, but not prior to the issuance of the tenth (10th) CO within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County s request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or [Wore 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 -Kind Contri Notwithstanding the provisions of these Proffers to the con", 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 1) Eastern Avenue, and related improvements to be completed by Owner, it) the Pedestrian Tunnel and ili) the Greenway Trail improvements, (collectively referred to as the "In -kind Contribution'). The In -Kind Contribution shall be One Million Two Hundred Thousand Dollars ($1,200,000.00). The in -kind Contribution reflects the value of the improvements that the Owner has committed to make pursuant to these proffers that are for the benefit of the public The Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying the aforementioned credits for the In -kind Contribution. In the event that the Project is completed prior to the balance of the Ia-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 Tunner) 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 squire 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+a) 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 Ptoffer for Capital Improvements Projects. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence at the time of this zoning amendment for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, librAries, parks and transportation. For the purposes of tb. s Proffer 5, true 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 cescribed 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 FortySeven Dollars and Fifty Seven Cents 447.57 for each single ty G ($5, ) g family attached dwelling unit, other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 6. The cash contributions shall be Seven Thousand Four Hundred Nineteen Dollars and Ninety One Cents ($7,419.91) for each multifamily dwelling unit, other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 6. Page 3 of 8 The undersigned Owner(s) hereby proffer that the use and development of the Property shall be in conformance with the proffers and conditions herein above, and these proffers shall supersede all other proffers and conditions made prior hereto. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument WITNESS the following signature: OWNERS of Tax Map Parcel 05600-00-00-057B2: By &L2�� CHRISTOPH DAILY,-` i By: EDMUND . DAIL�Yy By. �C NTHIA L. DAILY DICANIO Date: - 2. 4 26 / % OWNER of Tax Map Parcel05600-00-00-057CO & 056A2-01-00-06200: ROUTE 240 HOLDINGS, LLC, a Virginia limited liability company By. OL ALAN TAYLOR, A-vsrtotzly-Gq UPFtC-tL:r�_ Date: FLb `a � 2.ot-7 Page 7 of 8 6. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number residential units constructed on the Property. For example, if one hundred (100) total units are constructed in the Project, fifteen (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 (656/6) of Virginia Housing and Development Authority's { VHDA') maximum sales price for first time borne -buyer program. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser Fox -Sale Affordable housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the 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, ("Fnr-Rent Affordable Housing Utdeshall 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 Far -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this proffer 613, 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 uahfyum q g under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section S, 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 Fot-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 , aVirginia limited liability company By: -� ALAN TAYLOR, hu Ttty z u 7-1"s'� Of" c-M rL Date. T--� 6 r�6 r Z o L "-j OWNER of Tax Map Parcel 056KO-00-00-0000A2: FOOTHILLS CROSSING, INC., a Virginia corporation By. ALAN TAYLOR, Au7tt-ovit 7-P n o(=FtcS>TZ_ Date: 31657067_6 Page 8 of 8 SCOTT /R. 08-LLINS Lic. No. 035791 10 ,.p 4/5/22 �1SSIONAL E�G� J Q r m z � O H ,,/w� a V) V/ z Z" cn w d p ,,Nw O J Vl �\"� w o / 0 N N N L M M n n Ln Q I CD O O O O LD Z ti M N WN N WQ ZLU J tttttttttt� L9LU LU Z O Q W0 t LU ZU) LU ri LU ttttJ U) tttJLU Oa V UC) N z J I-1 J r—I 66 0 I..L Q I� LL 1 Ln t—I t—I LU LU L L. V I LL J �I 0 Q O QL z F-- LU �J w w Ln JOB NO. 112066 SCALE N/A SHEET NO. 1A _ _ _ _ _ - -- - --- - - - - --- - v v �. v . . -v v --- _ �- --- _ _ bA l ������ \I I ( \ _ _ - - _ - -- - RO�EROUTE ZD40 v � --- � � / v1 � II v' �� �' � �' �.� PHIS SHEET v120' SANITARY SEWER I II � v '6� � v -- / / ----- - � a MATCHLIh�Et _ A v v -_ --- - - - _ � - - --- - - I // I A\ , V D. G.235 / l FUTUR �/ -- - - - - -- - �, _ / - - --- - _ _ - - - - - - 1 Ex 20' ACSA SANITARY V AB E / \ -- - - - ----- ----- ------ ----- - - - - -- -- - - - - - - ---- - - - - - - -- - - - -- - ----- - \ LINE -/, LOT - - - - -- - - - - - - - -== --- -- - --- --_ - - -------------- ✓� I'I ASP�E86 vl v �' / / I - \\\ I A i' v PHASE \v - - - _ --- -- - � � � I � De �R 9 , '�\ EXISTING LOT \ � / / v _ __% v_ -- �� ---- ��1 �EI �I \V v ��� // vv SCOTT R. LLINS CSX RAILROAD ------ ---/ v ' O POSTED SPEED LIMIT _/ / / -- - -_ --! j -- ' 1' / I ,�I I \ A\ 11 \ FUTURE U Lic. No. 035791 25MPH // S&9°56'47"W 21629 -- `---- �I 1\ �`.'.'.'11'.' 1 `Ill.. 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Q ,� ,� N N o ?. �.59' 125.84' _ - - - M,\,u��.�w.� ,.M .{ LL ..� . `.�-`.`--. `;� i .-i----aa. I I \ \ \ \ ACREAGE;_9.72AC / \ \` J r--__,- _ \ . . , _ .1 .'. .' ;� �, � HIV \ \ / / / °\ \ i ♦ �. .`.`. `.. `.'.'.'.'.'. •.`.'.`.'. . \. .`�i" r / \ I vl \ \ \ ZONING R-6 RESIDENTIAL _ _ \\ `�,� ,' I ` ` - - - - - - - - - - - - - - - - - - - - - . .•-•- - I / \ I I° I / \\ PARK RIDE DRIVE :'.,.'.-.`.-.-.-.•.'.•-`.'.•.'..'.'.'.`. . . -- - _: , ...r.� .. / / / I \ a \ \ D.B./PG.: 5039/66 \ \\ i . . . . . . . . . . . .'.'.�': ^r i I\ �I \ \� / N40°38'11^N � I� , . . . . . . . . . . . . . . . . . . . 'S .'.'.�.'.',• ' I ZI - \ USE: RESIDENTIAL -k DB.5075, .664 ��, .� . . _ . _ . . . . . . . . . . �.1.". r '/ I 1 \ - \ / 97.31' R-295.50' �\ \\ \ , ,"t - - y, LOT-154 ,._ _ 1 \ - - i \ ��� I I i' \ \ \ - %70 L=5 _ \, r,_ $ ,1 .�.�y--- _ .SEA / /. I I I - \ \ \ \ \ - --- - - - - -- -- -- _ // - - - 1 5/� \ \ -si �i ... mi \' 1 " �. � <� ; ` LL - - - �OT / I I 1 � � \ \ EX. SAN. - _ __. __ _ - ' \ � r � r , _ _ I 1 I I I \ \ \ �. SWRTOBE / T _ - -_ - 0 \666- --�- _ �. s7o4 - A 00 \ 11 \\ \\ \ �•� \ !L / she / /- r r \`\�/ ' " REMOVED 6's ®� / '� \' � ' __ � b% \�:-_ : /�- \ I I i / \ __ \ \ i / / i Ir �'.=r_'_. ���,_ - .'. , .' 674�._ _ _ o 1 0 1 . �: :.- 1 _ d . ` /� 666 / '11 - I w I I / A \ V v v �. - - - A i r / r L=22.77' 'V - 1 � �74 , - - - - - I .�-PE �P IS-- - 1 i /// % s� -A- -I \ V v �� A. vv /' ---- i /' fI ( S89'S2'13"-W I i 672- �i---_- u'A-:.`.'_•.'. . ��AL' .'.' _ '1.% . . ,� zv\ V v , , 0V 96.78 r ,� - -r v - 9-u, '�0' �i. RES L// / // �a J m I I _ \ \ \� l ORTION OF EX STING ! \ O / 6� - ® - , =s7a r' / - b I - - - L. ° / I \�' I I \ \ �66- $P I i �r, - R=13.50' ' Rii' '® \ ® - i \ - r... \\ �Y�� v A - - / / LOT 73 ���� - ••-� I ��� / - N H1 - SANITARY SEWER TO BE \ // v' / �v <,.__ - _ -. __. e6", REMOVED AND REPLACED / , v �V v C� L=1ssa' a')� / ', ��� o 7�- -6a -- / 1 1 EX. ACSA SANITARY SEWER I � r 6, / _ - - - , , A -- _ t 668-° r / / 1 v A V vl i b' l l Q'� �7 ' r o- LOT 74 - r ,vv `I// A IL / ( /,(`.-II I IN 20' ACSA SANITARY ESMT - - - A 1Q0' STREAM / v / 411 A �1 --- -LOT 72 , F �' ,;T-�� v 1 - BUFF€R NOTE: ALL SEWER MAINS AND / / r / l / ��°S (Q Q) /r, .�o SFD��� SFD' vv V �i /\fi�.Pi�.I%1PACJD.B. 19- PG.2356 MANHOLES UPSTREAM OF l / / i \i l I` / ' ® \I REZONING LINE_ kb,, / I w I I _ I / Q r o/ / / ,< v � N A s A ��. Q rN dl , i �� 13.%,A. j`2ES // -I 1"I ---- - � EX-MH-Foothill-10-1 SHALL BE / // �`V /'` V / / U �O O b' "k // / ��� v I ® v A I.. 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THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED L - - ��, �V A / � STING /� ' / / / , / r / I /,/ ROOK AT 9THILLS Nss° s1�11°w 1os.7s' -\ �\ y\ / / / - - _ _-_- - PORTION ARY SIEWER L/ / PHASE I - BY -RIGHT SECTION a / ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. �" - NO2"M1C'40r'B'�9 / r I r , l l / / N89°51'11"W r /ri \ _ - i EXISTING TREE AREA Q / / - - -- _ _ / 2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & .. - .. s: \ / / / ;-- - - --- EASEMENT TO BE VACATED / /` / / / / / ; / / / � 57.38' , J �," / \ r' r ry� f^ \ I h INCLUDESAMIXTURE.'" \\ / / / /------- • - r r r 1 GALE ANDLOUISAAERIALSURVEYS. THE BOUNDARY LINE VJ - I _ I - - "-•�` \ 1 I 1 / l • - - i l , l / \ , l / l r /; l LOT74� �1 ter'' OF EVERGREEN AND \ / " �,% / / \ - .. -:- -J iVIrB .'.1- f , ...., L �- I �. - \ \ 1 1 1 \ rc. .-- - 1 1 1 l r/ /r r SFD W F \ / \ \ c �- - : � i & / / / l l / / / r_, � `\ / I INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN 1 \ �\ \ -.- DECIDOUS TREES \•, .� / r , r r \ ={\._, - - •'. \ \ yIPD2&i710Ad �, ; Y / , / / / / / y , \ ® / Ls�76 / / \ OCTOBER 2021. TOPOGRAPHY WAS UPDATED IN OCTOBER 2021 I-1 \ \�--_--1- I L9 "6'° ''�'.{\..I�. .•., _.•. •. \� \ \\ i \\\\ •-.� • -I-. . � `,. .,.c r l l �f lro i l / l l 11 r� l i // / l r^ \ � \'- , SFD i�676_LSFDOT 9 i � , ..:L.. 1 H1 \ _ I s �.. \ \\ \ 's''.<; / / / / /// / 20'ACSAWATER \ / \ WITH FIELD SURVEY AND HAS BEEN FIELD VERIFIED IN DECEMBER \ ---- _ 11 \ \ \ a .. r l l� l l l / r' l / l/ r l / ��� \, C ® O I. -I L �\ I_ _ I L'1'.-.'.'.'.'.' '\`. \ \ \ ��� \ ..�. t':� . .`.� :.i•./l /l it l'l i / l / l ' l r / EASEMENT r / r \ \ _ \ 2�21. J \ ® /(/\ LOT so - b7z °�° 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. \ \- I I `�1 .1. `L'.I . . . . \... \ \ %�\\ \\ \\ „� w•;r• 1, ..��. ./ r to /� r / l l , l r I `� .\�\\ , / \ i \ - d .-.-.`1 ,,. \\ \ \ - / r l l l / , �l , �DB.5075,PG.664 r r r SFD \ �� Lu \\ ---'�--�_"---% is- �\ AdY.-.I'r F- .'\ti' .'\. \ �\ \\\\ \\ e�\\t \a-•.'a``r �i. r �� `/ i / l / l l l �'�ll i / l i N6` ,\ \. / \® MANAGED STEEP SLOPE IS \ I \ dQ - I t} a-� -`• •` \ \ " '-? r, %•5 / /�/ / - l l l / I 43- + \ r 4. 1 OEWPO STREAM BUFFER S SHOWN. THE E 100' WPO STREAM v , \ \ / ��� \. :- E_. \ \ \ \ \ \\ LL �>',." j r. �" i4/ l , / -/ l l l / ill i i ' TI'1/ \,\ _._O 6 V --- �' � J --- v �.` r 'v' : �.C. v ♦� Av vv� vvvv : ,/.1, ," / / / � I v � l l /' ?67. v'v, ® .� OF', t . ` , BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM. i' � I A l v :' "'" ` V \1 ° o % I v -� r LOT81 Q7 •/•••'"�-'•'" •j�:•"-i •'• THE STREAM WAS LOCATED BY ROUDABUSH, GALE &ASSOCIATES. U T / I 1 -- /I \\ 11 /I \ .•. `.'.� `\.' .`.".' \\y, \- \\ \ SANOI TARDY SEWERTOBE .STINGKc /// I I\ "/ i l r \ \ �^A' SFD -( //'-'.'..:.:.:.:%" i:. `. -- / 1 /1 L \ i� I ' \ \� \ 1 \. . . . .\. . . .'.,-\ . -� \\\ f j r I I I r� l i / �, Jr \ �Q \ r J .'r-./ �� .\.\. I _ \ ,'40 LL r / \ _ \ I 1 ---LL 20E \ ` �\,.'.-_'. \. . \.\. . .♦.. LACED / ' r E \ N29"28' "E� \ / "-.OP'EN.�PAC . 60 0 �\ ° yl L T5127 \\ / i �s����- -1.__. _/ \` \\ \, \ - `.', . .-.` .\~\ \\\ \\REMOVED AND REP 1FA /. �,,/ I, ',�-'-J ,�/' / \\ _ EXISTING TREE AREA s.a- \\ I \. �O, Q-. !/ /f.`.'-...._.. . 4 . .1.., w /'� N i� �� _ \ .\.'.' \�.'.'.'. �A a" \ \ \\ \\ \ \ , i l l \ INCLUDES A MIXTURE ® �- ,- f. F . D.A A REST . _ V / v i _s 0500 /' A . t _�.< .� <\. .. A \A VA A VAl l r / / v 20'ACSASANITARY I LOT / /.'_-.'._'.'.'.`.'_ r ..i... .l. / . I '� - -�v r s� - ' - � • • . . `. . - . \ \ OF EVERGREEN AND / I ` 0 , . . l.i_.' _ \ KIRBV, PHILIPM - / / \_ . \ ` .\. \\'. \ \\, ,l \ \ / / / / / EX. 20' EMERGENCY l \ I i V J 1 /' , 'i' \ ) _ _ - _ / _ ,\ \ \ \ -> - -.,. .\ \- \" \ \ / / / SEWERE G.664 T I DECIDOUSTREES / `\ SFD Q . - "*- ',- � - ,. .:.�.:. f - �� . --1,' \ J o.z3soACREs - .- LL. - / / j - 1 'i'FP ft. � LOT A \ \ y _ZONfNG:R6R IDEN9YAI � \I` \\ EXC CREEK _. �.,\..,. \`\, .°. . \, . \' \. \` \ _ / I r DB 5420MPGr 86 l D6.5075, PG.664 \ ��463.0©' �� I / f. .7.:.:. .:.:.:.' .'!' %.' �. _ __ _ - _ \ No. Parcel ID Owner Total Acres D.B., Pg. Zoning I - - _ - D.B. 2229 PG. 29 . ' - - - _ z _ \ - i t , r l _ -_ L=135.85' USE: RESIDE, L \� \ -- % / / X j � 1 056A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JR TRUST U/A DTD 0.110 4122/202 R-6 = [Ld / -- - - \ \ \ \ �;' -- / EXISTING BOUNDARY OF / / \ \ / - _ - 2 056 ,2040006900 PETERSON, DANIELLE ROSEANN OR DAVID LEE 0.040 46011137 R-6 w c - /_ - \ \\ - I ( / - REZONING AREA (ESTABLISHING LOT 83 3 056A2040007000 KING, JACOB MARK & MARIE EVA MADELEINE 0.040 5002/130 R 6 141.1 .: 7 -�-- _- 6�bm , \ l \ °°° \"'."�,-,*, \ - \ -�- / / -- - - - THE BY -RIGHT R-6 SECTION OF /I ossAz oa oo-ooa�-�__ \\ \ \ \ \\ ' -: `,\t,,,, , .\ -- I -- _ _ _ / / PORTION OF EXISTING 20' - GLENBROOK vs. THE REZONED SFD 4 056A2040007100 DILLARD, WILLIAM H 0.114 3020/075 R-6 w SULLIVAN, JAMESdB / - i - / �- \ -;- J / EMERGENCY ACCESS ROAD i / // /-\ \\ \\\ \ -%%.,`_''e,'. \ \\ -1-T__ R-6PORnoNwIrHPROFFERs \ \ 5 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 O J SS GA UGA D - _ i / \\\ / �1_�` l I \� \ \ \ \ \\ ♦♦ \*,',�- EXMH' \\ \ - ----- �/ PHASEOTO BE DEVELDWITHTHIS - 1 1--'.1990ACRES ,/ \ , " _ -\ � .'` - PHASE OF DEVELOPMENT ® \ 676'' 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2 I ONING: R-6 RESIDE 'IAL � I \ � \ \ ` \� \ PSV OS 15 , \ , \ - - - � ' " ' I 7 056A2010006500 COLLINS, MARIAN B 1.000 371 /553 R-2 " I .6.63�4 �. bU5 ,� / ,,v A V vv v vA v vvy� ♦v .. . . .V .- yr \V IA I ; - _ _ LOT 84 / 1 v! , EXISTING SANITARY / --L_ TIA N _/ v`v A vv� v�V v vv v SFD 1 8 056A2010006600 FLANAGAN, ROBERTMICHAEL 1.050 970/668 R-2 ., ��, - --- _ _ v� A - \,--- --•,--- •,A -A - A SEWER TO REMAIN - _ ' - " 1- s+-- �E� - -- �_�_�_ _ - v v v , \ I v vv�� v vv .v. /(: A. \v ♦ I v � TMP:-- __ 05600-00-00-057B1-- _ GLENBROOKAtfOOTHILLS / 9 056A2010006780 FLANAGAN, ROBERTMICHAEL 0.500 3678/232 R-2 Az-oa-oo-oe3ob°-- -W - I w v v v� v vv v v '-`• - :•, v�,-:- v v ti . v V vOWNER: GLLLNBROOK,LLC v - Y PHASEI-REZONEbSECTION / - / 10 056K1000006600 AARON,PETER&LESLIESCHNEIDER 0.150 5286/548 R-6 I JONES, MIN MARTIN ' v V v V v V v v A� v A --\� - EX. 20' SANITARY I v i A V v v ACREAGE:-2,32 AC A v � \ / I ORSARABE H a �- v ` v� v y N vv y'. '11v' sEWER EASEMENT v v v v v v v v l - 1��7s 11 056KI000006700 EGGC LLC 0.130 5359/29 R-6 -__ A A v v v `.'1'. . \... v v _ZONING: -6-RESIDENTIAL- _ ': ® - -Y 0.2120ACR - A V A v v v . v ...'.� DB 1997 PG 235 '� ,v y v LOT-85 _ _ - / 12 056K1000006800 BAL '�<� v y v-• v v, v A v v DB:/PG._ 503975 y oti� - SFA �/ TZ BENJAMINMICHAEL 0.120 5460/531 R-6 v A..`.'.. �� 11 ZONING: p RESIDENTIAL o \ y v�� v y �� v -,u A - ��: I vyv v \ v v v USE: SNGLE FAMILY RESID IAL ; �s / 13 056KI000006900 GLENBROOK LLC 0.110 5075/664 R 6 I � IAL _ �. v �v v \ v v - v ` v A vv I •'l.-•• - 'V v s v ;vv v. v v / , ' v :' / --LOT 14 056KI000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 5347/441 R-6 Q l --� - �- _ v1 A vv� v A \ v E , AV I I7-' .'.'. \.'.', vv f i A 'v �vI I ,-' v� ® ' / $FA v �o / / 15 056K1000007100 DUNN, CATHERINE S & TYLER C DUNN 0.180 5457/729 R-6 0 I o az-oa-oo-oozoo ' -- __ a �y - v v v v V A \ v 4h'-'•'•'.'�.'• v • °" • v EX. STORM DRAINAGF BENCHMARK: �`v / Y, LOT86 v a/////____ - 16 056KI000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 5398/250 R-6 \ V A o.-: �. `•`. `. EASEMENT � / FA / I B LBA-E� I 1 v A v VA \ \ y v Vv A A - - - ," EXMHPARKSIDEVIL-1-14 / S ` e1 / '.-_.'.-�•:•. Des3asPc7s v Na3°4ra7w �� / �/ 17 056K1000007300 VANDERVEER,MATTHEWB&JESSICAM 0.130 5404/001 R-6 I O 20ACRPAMEL I _� I \ I / A y vv v V A V V . A VA A A - . 2, A RIM=640' ./ 9.64' / - 4 !/ / o. IzoncRE6 A y yA v ( -" - , / v 1ti// - - -- 18 056K1000007400 GOINS, TYLER A & TAYLOR R 0.180 5393/262 R-6 7 z xiNG:R� sroBN I v v \ v v v \ v Av v �'---'-F•.'.- •AV A V � / y ' INV IN=633.T � ® ' •/ - - --- u N Z D�B.2275PG o 6 L \ -� 1, / / I S V A \ VA V A V A, A �v,.,.,.1..".�,.:., V ` / /A ,! \ INV OUT=633.4' � � �� � \ -� '/ o /' / , 19 056K1000007500 GRAVES, S TUART L & REBECCA W REID 0.140 5313/327 R-6 / /, / V A \ V v vv.. A A \ VA / / 1 LOT 87 / 9/ / I- RESm I.4I Lu TMP: 05600- -0 -0 7B3 / =_ A v v� r v : � _ A / 20 056K1000007600 HARDING, DAVID PAUL & DORIS A 0.220 5247/747 R-6 U - -_ _I -OWNER' STA E ART �MPANIES I/ \ I v v v v v v vv g V' v i v SFA /0 w H - - _ A y v v ,; ; � . / A I / l vA / //� 21 056K1000007700 MUCK, JORDAN K & MIA M HAMZA 0.200 5385/386 R 6 0 w LL11 I A A V' A- V I ' - FUTURE v V �� , O � 11 V / I / / / V A A </it' .' . l / / / i / A \ \ \ v .. v v rs, /, e � �'� 22 056K1000007800 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 V z _ A ACREAGE: 5.84 C ' I t-----�'� 100'STREAM \A V 'VA'.' \ '� -EX MH PSV6S-14 / / _ / A v PHASE v - �6 ! a (A 056A2-p4-00- I00' _ _ v / vv vv IIB LOT / v pEN SPACE LOT 112 i 23 056K1000007900 HAYES, JOHN RIVES JR & SALLY ELIZABETH 0.190 5292/634 R-6 ,R INP& IRnvEPlcxRnL ZQNING: R-6 R SI E TI BUFFER \ 1 `� vvM�\ SEE THIS SHEET / v LOT 111 JOB NO. R-6 RE IlbENTIAL I A \ _ _ �'"R �- % A - �'' TCHLINE �,� / v v - ILOT 24 056K1000008000 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 rDsr481 - V A / ' / v v _ „G„ SFA SFA ZO 4P s I _{I 1 �-�% ,y- �� '. of 20'SANITARYSEWER I ' ' - I I FUTUR v / v ,I, O.09ACRES ,� , SF 25 056KI000008100 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 11200( o. Io D.B./PG.:- � 0 I • V'. m �� ' L \ CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH ��, I-� I 1 \-�- - ■ \ \l II \ \- 6��'I' // \X\\ PHASE �\\/ - �- _ ' I 26 056K1000008200 HERRICK, MICHAEL F & DAWN Z 0.130 5192/057 R-6 SCALE `• 07" ,, I - \ -°- \ EASEMENT � / \ \ IIB LOT / `� , Ct Nob"4z' w 208.ss' S�0.79 zo8.56' / , �,P° - \ �. j \s \ \ - 27 056K1000008300 EMERSON, CHARLES FRANCIS & JULIE RUETTGERS 0.160 5212/751 R-6 I v V D.B. 1997, PG. 235 1 \ A / s v / ss v\ _ ' + ° = I ' ��' � v's v { .{ -� FUTURE v v / 28 056K1000008400 BENEVENTO, ANGELA MICHELE 0.140 53541623 R-6 6� \ EX 20' ACSA SANITARY V • • �\ V A � v / v A _ _ _ v �� v; _�" C� N407°20'S6"E �C757 87 5 4 4.34' �, �, a - SEWER EASEMENT �--- a \ --/ / v v PBAOT w _ -, q� 29 056K1000008500 BOOKER, JUSTIN K & CHRISTIAN T. 0.160 5391/186 R-6 SHEET NO. \ v- - / - I ,I I 9 PG &6 EXI LINE , \ ($ y DB 538 -779 1_{ STING / \ P(6y�� �lF� 30 056K1000008600 ISHARWAL, SUMIT 0.130 5423/520 R 6 \ OT c - / i, / V ., .i - . v E 1 / - - '- _- /, � I �/ I \ .s. \ - 1 056K1000008700 QUINN, FRANCINE ELIZABETH 0.150 5465/519 R-6 2 1 0 J ci, i W OPEN SPACER 0.422 ACRES l — LEGEND T \ : Pp� k�ALLe �HAM COURT \ \ \ ':_ / y� \LOT \ Tan — wl\ LOT, SC( R. LLINS Z' F LIMITS OF URBAN DENSITY RESIDENTIAL AREA (7.so ACRES) 0 11 LOT-�- © � Lic. No. 035791 I LOT \ nv6 as % I M w6� L®�aa4 LOT aa3 LDraa I w W z. ,. _ I,' \ J\ I LOT ss° LOTvg 3 a oTaoa LOTaoJ LOTaR6 / \ 5 L i a 8/29/22 — — — LIMITS OF GLENBROOK PHASE I DEVELOPMENT CA �sSIONAL E�O� ¢' LOTa05 lb LIMITS OF R/W BEING VACATED WITH PHASE III DEVELOPMENT _ _ '_ _ _• - .-Y I -:,., -. / LOT mz '. \ \ W yy YY '-----HILLTOP ST _ o DT99 PHASEESERVEDLFOR 1 Z • ':.' > n W FUTURE DEVELOPMENT Lu 3 1 PHASE IV a66D2-0NJACOB 1 p (\�V .. Q FELDMAN. JACOE M & I 1 \}, �(\�\ \ \ I / / MARGHRETM . 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Q = J RESmEGBTAL — D.8.2J34 PG. 006 LOT vv I I 1 I• / I LOT9 LOT 90 \ \ `•\ O z J O d � Z Z Z •i 11 I I II- Il i� I LOT 89 ' A �V\ A\ F- LU U LL W W W I OT 86 / - Lu 0 w 0 Z Z \ / --r PqV �ono,o EE� _ •-.. LU o / I MeoLD srR \ o oTa Z ULI 056Az-M-CO-04500 I I I:' QjI I,• ,1 \.� \ \ / LOT ¢3. '� \ \ � \ I --I 056Az-C4-00-04300 IEVACK, MATTHEWI .I. :_ LOT56 LOTS) ` \ y \\ / ' W MOORS, CIHRISTOPHER OR LISAA C I \ 0.1880 ACRES ,I I LOT Sa LOT 59 I lI \ \\ \ LOTS I ORMl 0 022W AESSA ZONING ACRES : RG 01260 RESIDENTIAL , I — LOT 6v \ \ \ / \ \ \:: ZO fi O.B.4446 PG. 468 ':.. \ . :I ._.. ti ... / � t.�' \ � ., ..I ..' O \ -o. - o ,:o , D. .2934 .349 056A2-04m-04600 MIssET, TRACYC OS6A2m-00-04900 CRES - Rses / i i '• I I I '; .'-.., � LOT 6s / / ® ... \ H / / � r a ' \ — PARK RIDGE DRIVE .1640 ACRES ZONM :R-6 .,p. + I - PROPOSED PASSIVE ` - 6U4j OP\ \ — —_ ONWG RL RESID TIAL I :.! I I RECREAk/gTENe�( LH1LI6 EN SPgC PUBLIC ROAD Iba'RIW) TIONAREA —_- 0.B. 34J9 PG IM :�. \ OPENSPACE- B.3216PG.1 Ll N N N N N •�: I v': .. I I +r..,• ® 1, \ �\ % l ` �": Jl /l .: // l — — —\ _ -�_—___ o M M rz m m N O\T OPEN5PAEE\... _ Q ,� .: ` I `•' / OT 6J \ \. / /O o� / \ \�o.o85ACRE5 SPACE \ \ \ \ \ \ \ \\ \ OPEN A" 0,27 ACRES 6 o I — _ � — — : / — • .... � \ _ /' M1 _ LOT: .r Q � LOT 73 � — I LOT ss / v v'v v 2�oT / LOT 774 SFD I A LOT 7 L 2 _�A` I LOT54 / A \ LOTH / :-� / / SFD / / A�\ L F 6 A„ ' L9 _j OPENSPACEE�• '�. II LOT 53 \ ...PUe(/�qO OSS�R \\/\ \ LOT]4 // �`tQe'O/ LOTz /// \ / 4.843ACRE5 / Lon LOTSo / / / / LO 67 ' L.L 1 / LOT 7 D v - / LOT., SFD -... L 5 '�. .' LOFD71 \ 1_ Tq / / m I \ \ \ SFD S / L r / // // / LOT 70 LOT 68 N _1 �.\... '�........._ .m; '-.__ � , ,. ,-,•.',- , , , ,' \ � \ \ \ J/ Lor y3 /\ \• •�/ \ \ FD �.056A2-04-00-000AO 3I` .'.•!`.�, •. , ��� r /— LOT4a O / LOTa6 RAP A� �WNER: PARKSIDE VILLAGE HOMED \, go ASSOCIATION. INC ¢:: '.', `.', `.'.','. — \ / LOT 76 ACREA�5.69 AC �,`;: \ — — \ / SFD ZONING. 6 RESIDENRAL .`. `.•.`.'.'.` '-`•'• - - // C / /LOT ,.`_.._..._D.B./PG.: 32wl 6 .', -. o48 l ACRESE LO 5 \ \ 'I / -USE: OPEN E FOR THE P DE \ \ \ VILLAGE N BGRHOOD , - - • - 1 / \ _ I / / _ - - • - , s, G ENBROOK AT FOOTHILLS \ \ L S n PHASE I - BY -RIGHT SECTION ( T \� \ - OT64\F � o LoiA p LOT=y / L A —j; --�—,I l vv l l 11 LOT - .- \ SFD \ LOT 65 - 1, LOT3o. \ VA A ./ A / \ "'I, �-.l VI \ /\ LOT 78 SFA Q I \ \ z I / � / F l�\'��\�� \V,; �A�'•�FV _�', .',�-�-." -.�'�.�_.\����aF _�'�, . `-�.-/// /_N�•� // Lor3a // v\ vvv v Avvv �v SFD LOT 79 uiFeeanCDrvvonLLLOTaSFD VIRGINIA(¢¢89ACRE5) ��.� Lij LOFDO , - , , , , .•, , \ LOT 3a \ \ \/ / LOT vo \ \ _ p J / — _ 056A2BN-W,00600 -- , �\. \ ^ i- l� l LOT /� \ ° z1 oR S�nRAN AANNNCEFWRLES \ \ \ \'• \ \ x\�.'\i ///'/ `/�, LOT 33 �\ / / / I / / / LOTS \ \ \ \ \' LOT 81 �t�b' W ZON NM: ACRES /, . / Il ` — — i, / \ J SFD Y /y=�Q w 1 DB. 3640 PG.28 \ / \� V' I ` / / \ �C . J �:OPEN:$F'`ACE• , '� -♦'-.•:`- \a�F/l LOT34 I/ / ``� ��..\ / % \ O �C "'` � LL_ 056A2-04-00m900 O56A2j-14- SOO \ ` z`�, ROTHMAN.BENIANBNA / KIRB4 PHRIP M . l / LOT 82 -'A.A&ACRES.`,'.`.'.'. ORZolERwC OR JENNIFER J �� �� \ ,..`/ "� / J J 0.168 \ 0.2390 ACRES :a -• •••-`•. •.- \ l l \ I / / 1 SFD Q n/ w De z 08 ec Re9IDENTIAL \ D.8.1NO:2229 PG 295yDENTIAL \ \` ',',', `.',- -,' ` / T < ..` A \ LL r n w f,'' I l l I LOTSui / \ V ----: ` I ,: 056A2-04-0Om800 �o FRANKLIN, AlANc —_ "!::-.','.`,'. '.'.',", —-_ --_?- I L...., y --_ LOT 83 OR SHANNON 056A2 04-OD-O�WD� — ... I — SFD v V� 0.1740 ACRES SULLIVAN,DAMES J @ zoNINC �.. — �.,--`.-----------'.-.- Lor YVIEW COURT — \ i 6, DD z9sxJE000 ,. -. - - .', BARu6u<RonD tsC Rlv4 j / \ \ I 7 � 1 0. 90 ACRES \ -,•. ,•.•, t I '9LLJ J Z ING R-6 RESIDENT `,' \ IFTI—' — _ _, D.. 5344 PG. 808 — 'rtr '.'..'. •.'. _ _ —J r' .../� / /' ,I I � T Q _ Y .. u : RESIDENnu , , , I I L — — '' _ - -- - LOT 84 — J Bs6A2-04-0Rm9oo / / — GOADHOUSE,STEPHEN , / ORURSULA --- —_Ji--•.'•-,'. \\\ SFD Lu ZONING:R-6 RESI ENTIAL — a LOT36 \ / U) ~� j D,B, 3551 ec. 086 056A2-04-00-0030D — JAYIN MARTIN — ' -'� : I I \ `� LOT 94 2120RACRES L — — _ I I I _ ,QONt LOT 6 I. JZONING R-8 pENTIAL _ _ _ _ _ — LOTS I I SFA O o56Az-0o-oo-maoa 4389 PG. 99 _ \ — — — — — _—_ \ I I LOT 85 ROWANHILL,IONARIAN — _ - — — LU W D.B.�DENTIQ SFA O o. o REs S I LOT 93 O z NuvcR-0Re ro m — — LOT 88 LOT 89 I SFA .B. 44J9 PG.3 W _B 3 \ LOTp I LOT3 / SFA SFA LOT 90 I LOT 91 I LOT 92 LL LOT 86 ,:' I SPA I SEA SFA `^ 056A2-04m-0O2C0 v D 056A2 C4-00 I ZONING: A-6RES ENiIAL — KL ,LAMES Y D.B. 22J5 PG. 096 / 2310ACR83 USH: RCSIDENTL9L � . I I � � ••, I I � I / / G:R-6 RESID — / 6a I OT3 , .: I LOTa /� I// LOT FW 87 � A I— ONNER: BTANLE MARTIN 57B3 HIES LLC \ .�_ • -T�• _-� - r II I i / / i ACREAGE: 5.84 AC `' •' • OPEN SPACECl/ 056A2410.00-OOIDO ZONING: R-6 RESIDENTIAL \ - 1 " / i II (�`" O oinoACRE EPICKRAL D.B./PG.: 5358/508 `Tf ILOT 111 ILO 0.09 AC LOT 1 ' • I jOPEN SPACE LOT 112 a SFA I FA LOT �. „G„ S FA LOT 109 ILOT 108ILOT 107 \SF T 110 I 0.09 ACRES I $ I SFA I SFA I SFA LOT 104 \ O /Np — — \ �• • - ` \ _ / \ SFA 4o U OROgo LOT 105 0-07200 g( J \ // SFA \ u N z OZET PARK, INC \S \ \ \ c \ �:::'::::::`:' ` \ �N W y.. � � \ -.' , , - \/ L SFA 6 \ � rrJrr11 W Lu (n P — S / JOB N0. GRAPHIC SCALE ° •a \ / \ :Y;.;: :, , \ CLENBROOK AT OOTHILLS PHASE ILA & 11IREZONED SECTION 112066 60 0 30 60 120 "'`"e= • ' - •`•`•`• OMER: GLENDR K,DLLC SCALE 50 ZONNG� R-6 RE512 TIAL j II _ G I .B./PQ: 5039%/ 1 — 6O V / s : AL ( IN FEET) \ \ •;, \ \\` / / / / I SHEET NO. 1 inch = 60 ft. I 3 i NOTES: i. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE �pLTH �i MANAGED IN ACCORDANCE WITH THE ALBEMARLE ✓ SIGHT DISTANCE OPEN SPACE A - 63 COUNTY WATER PROTECTION ORDINANCE. 0 �G7 pROpOSED WALL - - - - T No PARKING' SIGNS SHALL BE f o.422 ACRES PORCH/DECK 2. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF COT R LLINS DB `PG. INSTALLED EVERY i5o' THE DEMARCATED AREA FOR THE CONCRETE S T R. ®- - - �- -LAX. HT.=6) _ --5............ PATIO (TYP.) STD. LEE (TYP. BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT Lic. No. 035791 PROPOSED NO PARKING' SIGNS SHALL BE u - _ CG-6 (TYP )- - FALLS WITHIN THE REAR YARD SETBACK IT MAY \ DOG PARK -SEE i C� - \ ONLY BE DEVELOPED AS A PATIO. NOTE DECKS AND / INSTALLED EVERY i5o' ALONG i 600'R - - _ P 8�29 22 �O SII ANLEERD & _ / :': RECRPLAN, SHE TATIONAL M�NITY / tt�PRS,E \ \ y\ COVERED PORCHES MAY EXTEND 4' INTO THE REAR LEEHAM COURT (TYP.) a \\ \ y\ \ YARD SETBACK. SIONAL E� _ — s PRIV E SEE M 3Ft \ \\\ \ °p 3• RETAINING WALLS GREATER THAN YIN HEIGHT zO zo' ao' P 15� AT ALLE (V C'V Tzp VDOTSTD. y LOT120 100 33' z I � (V RT Yp •'� \ REQUIRE A SEPARATE BUILDING PERMIT. WALLS u r= / 3� _� R'worHic ECG-12(TYP.) \ \\\ LOT \ EXCEEDING 4'INHEIGHT REQUIRE ASTAMPED al Z zo SEMENT ROLL -FACED /. PROPOSED GARAGE ENGINEER DESIGN. 20 — ) CURBING - SEE I `b \ \ \ LOTii8 \ 2o'xzo'MIN. - - - a w I �0' \ DETAIL SHEET 20 5 ~ \ \ \ 4. ALL WATERLINES, SEWER LINES, AND FIRE LINES I zo' REA BACK I w I m zO (TYP.) FROM THE MAIN TO THE STRUCTURE MUST HAVE A POPLAR POPLAR POPLAR o H -- \ LOTii7 ��--'\7 I Q m� POP nR -EcKtp 3� \ \ \ \\ LOT 116 h' ' DRIVEWAY ASPHALT PAVEMENT VISUAL INSPECTION PERFORMED BY THE BUILDING LOT iz5 LOT ii3 �" P rvP.) Rc, 80 \ \ \ \ DEPARTMENT. v \\ \/ SEE SHEET zo FOR PAVEMENT DETAIL LOT 114 LOT uz LOT iu W w �a °PEAR poPLaR POpLaR ~ \ \ /c, MIN. io' DRIVEWAY F gPC� 17 -- w J Q / LOT zio LOT iog P LAR poP (SE 2p - T I z I w �I LOT io8 AR rvP.) \ VDOT STD. 2p \ ONE CG-2 (TYP.) Q ¢ I LOT 107 LOT io6 PopLgR / �� 6' CONCRETE / \\ \N Ri2p - I ¢ p - - - I a I _ (P) STREET LOT io5 / me/ zo' \ \ �� \ \\ / ��' S ryo I� DRAINAGE, & ACCESS EASEMENT. U w z5' FRONT SE BACK (M ) y y / SIDEWALK (TYP.) ` / M j _SIGN (TYP.) POP ^ (P) MAIL \ Z A COu z J HOLDCPNTREETONTA. I Wl AR \ 2p, ¢ ¢ w w \ EASEMENT SHALL BE VACATED UPON F z STING / \ s �zr _ - z O F/C y \ KIOSK �\ ___ THE EXTENSION OF LEEHAM STREET. _ u> a5 z = � � 0 S S ` /C/ - _ 4 POP a \ /. A --------- —� � °) r r 43 LOT A (P)STREET T \ - c I - ---- — w L - - I SIGN (TYP.) a ry /y_ �/� a O z z 3 zo' zo' zo zz' Z ,' - / LOT io3 POP Aa \z \ \ S.D. �// aC j c� c� , - a k/P°R O \� '0 I_ U z V w (O (A _- 7p._ of p, l/ (TyP.) f l I (o Z F LOT ioz POPLAR yA — - I w a- z U F- in O O ° ILL ILL — — — — — — — — — — — O z o ¢ m m VDOT STD. Ri-i \ \ O �6 °p<qR l \/ I H O f­IJ J a z g VDOT STD. - F- w STOP SIGN (TYP. - - S r � w ¢ w o- 0- SIGHT DISTANCE ) I CG-12 (TYP. �6 / LOT ioo POp<q 5' CONCRETE j '6 ¢ (n z rz a ¢ DBSEMPG CDOTSTD.(TYP.) —R FRONT 99 ryP� o SIDEWALK (TYP.) ¢ m Q z z 2p. LOT POP \ ti o (T (T o° VDOT STD. Ri-i \ 0 6gCk LAR / ¢ > O O 2 0 OP SIGN (TYP. 'NO PARKING' SIGNS SHALL BE W Q w R O LOT g8 / VDOT STD. Ri-i w U. R 0 SO \ W INSTALLED EVERY /�/ z 0. - . 335' z5 - 3 u STOP SIGN (TYP.) BOTH SIDES OF LEEHAM ST r� `L W a3s. RK / — - - - zoo I o Ugh/ER/ p zo'' , a RESIDUE AREA Lu VDOTSTD. RESERVED FOR SIGN (TYPJ < 1 •. � , • '• si' F � 2 Q � NO PARKING' SIGN ALL BE I \ \ I = V PHASE IV DEVELOPMENT �� ay, / W j 0.22ACRES FUTURE O ALONG o p �� a VDOT STD. DEVELOPMENT I., > BOTHSDESOFAN, ERD I 1...I I rr - �Q �, CG-6(TYP.) PHASE IV W I N S.p _ u l PROPOSED IM & f I TOT LOT AREA-SFE PROPOS ACTIVE \ ti5 ~ I 'NO PARKING' SIGNS SHALL BE N N N N N RECREATIONALAM ENITY RECREATION AREA,- VDOT STD. Ri-i o_ INSTALLED EVERY 15o' ALONG w N C N C N N N W R R/ PLAN, SHEET z5 SEE SHEET z5 STOP SIGN (TYP.) o° BOTH SIDES OF LEEHAM ST TMP: 056A2-01-00-06200 Q m m N N o N N OT STD SIG T DIST E P) FIRE PIT AND ry D � � � I � � � ,\ OWNER: GLENBROOK, LLC o� o 0 0 0 0 SEATING AREA z I i' I °• C'-6(TYP. EASEMEN I �f °�:"VDOTSTD. OPEN SPACE B ACREAGE: 1.893 AC A I DB. PG._ CN' (TYP.) 32' 0.42gACRES CONC.®®®® _ (P)STREET ZONING: R-6 RESIDENTIAL w D IT (P)C NC. 20' ao' -- -�_ 5' :; D.B./PG.: 5039/66 I SIGN (TYP.) 2p� -- SIDEWALK ®/ � � �- ° \ USE: RESIDENTIAL Z (TYP. • e a® VDOTSTD. \ A \\ CG-6 (TYP.) 720 \ �ry z T - —2O R AR S p,� E B 4 \ C' L9 VAR. WIDTH SIDEWALK & % POP I \ r ' F LAR � � — r� LANDSCAPE MAINTENANCE � • \ S � • POPLAR POPLAR POPLA POP EASEMENT, DB.PG. .j 2� I LAR / r � � .° z '� \ \ O i8' Ejp p L T O 96 LOT MIN. I 95 I M ;t w I I I LOT LOT ml�l � � 2p' \ o 94 O 93 ti / Q O% ` I LOT z Zel .• •� \ N U PLANTING I --I "IvW STRIP (TYP. - C 7 ° _ SIGHT DISTANCE I � j o b I PROPOSED LOT 90 PopL / W'o LOT izs I - - -- ASPHALT AR POPLq \ \ \ \ EASEMENT L I 4 - EcppoRc -DRIVEWAY (TYP. LOT 8g R / \ \ DB. PG. - CV C6 � (TYP • a -�5 TYP i -4 LOT 88 POP W S FR I L. O PARKIN SIGNS SH l <qR POP ., ' .• � \ \\ � ° -2.._ --- - ° I 2p NrSETB I- / I LED VERY i5o' LONG LOT 8 LqR . , •° (P) 6' CONC. � 4' BIKE LANE � Q 0 I N VDOT STD. ST OT STD. Ri-i ° - q�K I I OTH S UMB LDT ST D 7 / PEDE IAN \ \ \ (TYP.) C\l Q ROLL -FACED / : � • . \ • I N �� CG-iz (TYP.) -STOP SIGN (TYP. zp � z8' I -_I I LOT 86 •.• PATHWAY P �- 1 CURBING -SEE / 8' \ O 10' '>� ASP SIGN Soo'— z65'FRONTSETe l DETAIL, SHEETzo / \ \ \ Q DC I TYP. © ao I yy CG- (TYP.) r, o M � \ � � zp' ACK Ec � /h . a / � /l ` ,' \p, .. \\ � \ VDOT6TYP. S' CONCRETE / HUMB \ zp rvPPORc� tim; S p\ \ \ SIDEWALK (TYP.) Z LLI 4. z0' ; PR OL-DTS \ zp ) ' / / Y44( L".AR '•. -Ll 4 fP)RTRF m T?o, PROPOSED oAp ET z �,\p\ \ ,� o'// O LOT 85 P FRIW (TYP.) J Z L_ LA_PR oa 2. R/(1/� �./ ': END OF ' OPLe\ \H� WrY oPLAR - rYP ��, ro 4 \ PRIVATE O I 'NO PA ING31Gitl55 LL BE _) --I U / INSTA ED EVERYiS, LONG POPLAR Ppp 'I I 34 _ \ \ ROAD / LOT 84 \ POP/ \ \ \ V- MIN. I:, I BOTH ES OFANLE D LAR p' I^ 4 3oO' •. AR .. S O w VDOTSTD Z� zo' R \ l aj O DISTANCE TO NEAREST L9 LLI >0 CG-6 (TYP.) Q j oPLAR YI I °ESK/POR' / zp' \ \ \ \ / / LOT 8 POPE R \ 33\s INTERSECTION (CLAIBOURNE ROAD Z N R G' SIGNS BE \ A \ I I I LOT 56 �L C PpP ^ zo' \ DRIVE) =705' I —I i • . I I LOT 57 m l /' LAR P \ � ° 5/ R ° STAL D EVERY i ' ALO LOT $z I W z AR K,p NTS 1 ' VDOTSTD. H THE (TYP.) \ O I _ LOT 8 S'M - TVP E / - ? �I I 5 LOT h A F P gA 34! > I 59 w / RONTS _oPLAR P /., �K \ CG-iz(TYP. LOTSi / / / \ ' LLJ N z J - LOT 60 BAC °pLAa ' b \\ a P Z 0 Z I- � w FCK/P o/ / opL o' \\� w I 5'CONCRETE 20'REAR h l POpLgR l \ �� \\ ' �� ?ryaoRc IN R \ \� J uJ w I _ - E BACK LOT 6i / zO / LOT 8o Po ?o' \ _ _ ISIDEWALK (TYP.) e I I z$, - _ _ I ^ I I LOT 62 \ / / \ \ \ ?� / Rcq�/, /`2� , P<qR \� U /ov� LOT p �, zp, Lj ,1 I I ❑ I, f' :< i3.5'SIDEWALK&LANDSCAPE 2p' Z %:i.!. - LOT 64 / ^, V \ �9 e•9C/( /; �ToRC / n�/ 79 °pLAR� 'POp....... �� A 6 LyJ O Ln MAINTENANCE EASEMENT �," .: LOT 65 • ' : v A A LOT 78 R, VDOT STD. / P ^ 1. r v A (/ LOT 77 AR CG-12 (TYP. - Lu w PROPOSED PASSIVE z /! S l .. l �. R/V�T/L/e� A�� n N KI IGNS SH L BE � l OPEN Sp • 8z° � a RECREATION AREA zp p AC b m, OPEN SPACEC' / / q� yQ I STAL E o' LONG 7 o Ep s• S.D.=335' �2p' a° //i% ao, F% (2 S� \ OTH 51D HUM DT ST S �� I APARTMENT w ! MI I PI o.zo6ACRE5 zo /:� P)na.ao / y 8 IGHTDIS NCE �* 44ACRE O J 8' l P F F Col (P) STREET U I BUILDING F SE NT / / SIGN (TYP.) INCLUDING 6 _b 5' CONCRETE GARAGE R / °pc R Eckipo \ \ qs F� \?). / / y ° AFFORDABLE " I (P)STREET SIDEWALK (TYP.) �30 (TYP.) / POPr /Rc�;l`,. / 20, MFNT /! DB. PG. \ / Z UNITS SIGN (TYP. - LLI I / I /. PARKING /' 2 \ 5' CONCRETE - VDOT STD. Ri-i Ei STOP SIGN (TYP.) n (P) 6' CONC. / / poP<q 8 8 \ Zp,' / (T oRp / % F MT a l VDOT STD. Ri-i SIDEWALK (TYP. O VDOT STD. ti6 a F _� PERMITTED IN PEDESTRIAN R Dec \ �poR \ i' ! // 4 / STOP SIGN (TYP. I THIS AREA / L�T66 P P/ 4 z o CG-9D (TYP. I ..• ?. I PATHWAY oP� \ _. /l / / \, o / W C l qR a4 \ z / / z8% a LOT zi "` S'S/p OPEN SPACE E O 8' / F o' I/ 1 �� FSETg o.o85 ACRES SIGN (TYP. \ / CF/ / O qCK h 7 / U) LOT-68- / / ° \ VDOT�7D,Ri-z \ io' _� - - ry g P� ( /: Q O /z$) �'N G'SIG BE Q ` _ _ .•- (r P SIGN. TYP. LOT zz / Q � w .' / / INSTALL EVERY i5o' AL N 6 ,TYP. --- �� 0 9- / q moo' / a ti ry z R a Ur/ �O L/M.:: ON THIS IDEOFARBOLEDA O, �20 0 R- •�'' � y5 � l _ � ! � 7 •.:. ; . :; b h END OF / >4z \�� 7R0 z SIGHT DISTANCE P �Z b' i a LOT z3 Q J ti LL O •MAIL ( i l 2p T �i �LjgX POPE R �, v R/W 30' KIOSK RO DOT STD. NT P VDO ST TD. CG 6 (TYP. o LOT 73 SF OpLq N - ! eq R :fCk/P ��t l Q !a : i h- CG-9D (TYP / / RO LOT 7z Ck POP yP �RcI l C9/ `� �ll LOT z4 / R/w R �, 0 oI LOT KI SI N A BE S F a 2 LOT A, / ° ° �V LOT ig O o u 7 55 LOT54 INSTALLE ENE�Y� 'A NG � _ _l TSET � 1 73` R l � � /Q lry / l N Z ON THIS SI fy� ER l BACK' p MFy �� 20 LOT ° F U w ' BAYBER LOT 53 pe</ FR 7) / Q LOT z5 / /C F Q LD J H- OPEN SPACE F I °ELK/PqT y BAy ERRY LOT 5z \ / CRpgO �/q y� \ \ LO �� / I Z,Q // o� n / /C / ��m �p w 4.843 ACRES r_ I // w= 4 S4' 4 wl g / a,, nn m / ( � ?O' V T STD. R / / F �_ � /� / � LOT LINE � V = ® BAYBERRY / LOT 51 / ✓ l r R/IV) \\ \ P SIGN (T P � / I / 4 // o / LOT 18 (TYP. :• dp a tOT z JOB NO. BARv l / LOT5o GRAPHIC SCALE \ z ^ I l °REAR SE J 1206 30 0 15 30 60 \ \ACK - l DECK/PAr BAV LOT 49 O ,� / \ ,� _ , �� / mQ W ` 1 6 rryP ' BfRR � ?p' � / / P) STREET ° A LO SCALE 3D, RANI \ Y ( LOT z7 SE4YEP• EASEM_I, - \� LOT 48 / `' LOT 47 \ •. \ '`. SIGN (TYP. _ /� LOT 17 S D.B. 1997 p. 235 - \ BAVBfRRy / z \\ i5 / )a ry /l SHEET NO. ( IN FEET) �_ °f�k/P B / l BA<P LOT4 w MATCHLINE - SEE SHEET 5 y / spg, �� 1 Inch = 30 Ft. \ (rVP.I r/ AyBERRY O(,R / I LOT 26 °." / /. / \ �m y a 4 D.B. 1997 p. 235 \ / �, .,H�gERRy 2 _`/ DETy�pArl EAVg / / gA<F° LOT4 PI ERRv / l �R / ■ ■ ■ LOT 28 // / �m r / l fr�P rl gA<F°U LOT45 / MA LINE - J� ': ?4 " 'a° / �l \o jl - - 30 tGRAPHIC LE 0 15 SCALE .._ LOT / E 5 H T 4 / I � � COT R LLIN IN FEET) S T S PROPOSED iz'xzo MIN. .R LOT 16 a� me = 3 Lic. No. 035791 , i CAR GARAGE (TYP.) \ ry5 / 0 0 \STREETSIGN \ I �1. / i ace (� 1 h 0 f\ ••0 (TYP.) r �; SFD �o� s/z9/zz 0, LOT 76 LOT LINE (TYP.) \� I. i / /gym S, Cs1 0 OPEN SPACE IF - / L ° IONAL S� z W W W W W W \ W W 4.843 ACRES _ / - rA LOT i W W W W W W W W W W W '� W NO PARKING' SIGNS SHALL BE zOD. VDOTST 8 \ CG-iz (TYPJ 'yo INSTALLED EVERY i5o' ALONG • ° I ?� I I _ ¢�- W W W W W W W W W W W W ON THIS SIDE OF MEYERS WAY VDOT STD. Ria %p / 1 CD ! >m o GLENBROOK AT FOOTHILLS W W W W W W W W W W 1 PROPOSED WALL / / STOPSIGN (TYP.) I me VAR. WIDTH PRIVATE W BY -RIGHT SECTION z W W W W W W W W W W W (MAX. HT.= / L W"�WW RETAINING WALL 39 ,� - \ •• ° MAINTENANCE /\ m LOT zg - I LOT ly / PH�PS W W :: :•. .. �� �� �. EASEMENT `o EASEME ..... � DB. PG. W �-� � I LOT 77 4e W // %v / z SFD / w ° EXISTING STORMWAT R LOT30 l i < 0 a o �\ \W W MANAGEMENTF�4CILITY��� W W° W me / LOT 78 U _ �I NO PARKING SIGNS SHALL BE ¢ w GREE WAY EASEMENT ��W W / \ � ��" .. „-' V A"" AW /�'� l Q l l uI o / INSTALLED EVERY 3.56ALONG / SFD CO U z %W W W DEDICATED TO THE �W \ \ - \ �\ \ mo O_ x w w �/ W G/ m / ON THIS SIDE OF / z ¢ F ¢ w w W ` w COUNTY OF ALBEMARLE. W W �s V V A. a w ti� \ w \ �/ w l�Q/ a� O / �� LOT1 / 0 °� w to V F F a /� > . I- W W W. VIRGINIA (z.zBgACRES)W W W W\W �. W , \/i/\ \\ w\ W �w y\ W \\ \W \ �/ LOT3i m R SFD LOT a 0 2 w Z z z R/ LOT LINE(TYP.) .. 0 O w m (7 (9 SIGHT DISTANCE EASEMENT z / > U DB. PG. h� I � g ¢ z I- w d z U I- U) O O ° W W W W W W W W W W W W W W W W m\ Op Ely } J lL tL wz z z W W W W W W W - W W W LO 3 ^r �I° / H O a W W W W W 5°T� ° W W W W ., ., w W W �� . W .� \ • "�.� �/ W� / W / my/ F/C / / / / FD LOT / Q (n z a w 0 w 0 (n iT iT 00,9 ¢ 0 o � W W W Q / Q + LOT 1z uj sFDLOT a// LOT p oLOT9 2`SFD LOT > v SF ° e (P) 5 CONCRETE a I I / T - / / SIDEWALK / // o W W • LOT of / v \ / / I �I �/ RO OOR�S NSTALLED EVERY SoALONG \ \ W W W W ON THIS SI DE OF ARBOLEDA DRco LOTH r <. 5'SIDE ,l v SFD LOT N N N N N zo'EMERGENCY ACCESS SErgq CK�\ l l I / PROPOSED'NO PARKING' SIGNS, (" / W I 1 0 to \ G ~ .M-I .M-I N N O N N U \ W W W W W W W W ROAD AND BICYCLE & /� \ / / I / 'INSTALLED EVERY i5o' ALON \ / W � W ` PEDESTRIAN PATH EASEMENT � � � °L. •• ON THIS SIDE OF BARKLEY VIEW COURT I Q � � � � � � � ° e DB. PG. I ••(. /l `I I // o o 0 0 0 0 -° VDOT STD. ° .W W CG-iz TYP. ILOTz / m ( ) 8 - W � 0 W W /VDOT STD. Ri-i / SFD LOT � I : \ _ o / _ � T P I N TYP. --� I ^ � - SO SG _ a ( ) � s W W I � 9 T I TI _ - - _-- -- - --- -- --- W W I SFDLO -- i T LOT35 m ^ zO - z85R K Y VIEW COURT `a T REMOVABLE BOLLARDS COMPATIBLE WITH KNOX ;; I 7 �'� r- -� � BA p RI`N) n BLIC ROA (54 / 0 BOX LOCKING SYSTEM FOR FIRE RESCUE TO BE I M 81 PU a. �� " \ INSTALLED TO PREVENT VEHICULAR ACCESS BUT I ; •i a W W W W W W v STILL ALLOW ACCESS FOR EMERGENCY VEHICLES. �1 s ,cat i W W W W W RELOCATED zo' EMERGENCY ACCES 15 a \ 7 LSEEDETAIIL, SHEET nI--- \ EXISTING AND BICYCLE/PEDESTRIAN ACCESS _ LOT W W W ROADWAY WITH PHASE III I - - - - - I/ - TYP.) - - - - - - 66 - I \ SFD LOT / / LOT 84 ROAD EMERGENCY ACCESS „ W W ®DEVELOPMENT. SEE DETAIL, SHEET zo - - - - STREET SIGN 86' _ I <, n ROAD EASEMENT D.B. SGro, PG. 586 A W W W W W I I _ /I ( I p. 'DorCG-6 0 SFD N 016 \ W EMERGENCY ACCESS DESIGN I I I (TYP.) o \ \ - -� I \\\ Py / 0 c WEIGHT BEARING CAPACITY ♦ o - - SHALL BE 85,00o LBS - I� I o \ o \- - - - I I I PROPOSED'NO PARKING' SIGNS, V o` o LOT 36 0 I INSTALLED EVERY i5o' ALONG / N w o _ LOT \ \ I I I ON THIS SIDE OF BARKLEY VIEW \ I W W W W \ 3 SFD LOT p SFD LOT \ \ COURT & THE CUL-DE-SAC Q � --------- _ m I o __--A LOT LOT 5 > ° -- - - -- �� SFD LOT --- 8 -I-- --_ _ _ SFD \ LOT 85 LLj J - �� _-------- v �� I Iv °Ma�� SFA L Q SIGHT DISTANCE EASEMENT V A c00Mc31d DB. . PG. H� o n WW1 LOT 37 II° = I ��� 1 � � \ � I \\ \ A I °o SFD LOT W I. SFD OTC \ \ \ \ \ L91 ° LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE W W W \W 3 I N z / \ " (P) 6' PLANTING STRIP o \ NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf W W W ---� �I $ _ \ \\ \ \, ` LOT 86 8' � 1-I Q 0 W . " W I --- -- -3'. 1 6,619 4,408 41 6,048 3,558 81 2,196 1,243 _ - - - _ _ 2 6,160 4,017 42 2,208 1,262 82 1,695 1,189 W .� W W W _ - - - - - - _ O I _ I - - - l I A \ O I I _ ` \ \ I LOT PROPERTY LINES SFA O 1--1 -� W W W W W Q r \ BETWEEN PHASE ILOTS / z ^J^// -o ------ °'- \ \ AND PHASE III LOTS LL W 3 6,110 3,974 43 1,807 1,297 83 1,735 1,227 "' "' I 0-(P)5'CONCRETE / A Lu 4 6,315 4,141 44 1,902 1,392 84 1,786 1,278 "' I I I \ I� V _SIDEWALK \ V / A ��{ o 5 9,074 6,186 45 2,003 1,491 85 2,502 1,471 W W W W W W W V I I � 7. )I� \ \ // ��1 < H °' 6 7,555 4,369 46 2,091 1,581 86 2,174 1,216 LOT LINE (TYP.) LOT 3 I I - �� A \ LOT 2 0 A \ / / LOT 87 e1 7 7,400 4,231 47 3,083 1,935 87 1,757 1,242 '� "' "' "'% a i L1. o 8 12,415 $O55 48 4,345 2,989 88 1,815 1,315 W W W W W -0 I SFD LOT \ \ SFD LOT ��\/ / W 9 7,873 4,569 49 3,364 2,613 89 1,840 1,339 W W W W W `\ W W I I \ _ _ - \ \ ° / / ' W W W W W W W W v `\\ / Ill E 10 6,168 3,608 50 3,307 2,557 90 1,867 1,367 I _PROP05EDRIVJ �� ■ ■ / ul 5,36 4,070 ,754 W W •�' ��1 ��\ � \ ��W W W - 2 wo11 6,904 ,,MATCHLINE -SEE THIS SH 12 5,589 3,476 52 3,923 2,619 92 2,971 1,790 EETz 13 5,100 3,053 53 3,139 2,389 93 1,846 1,345 14 4,029 2,662 54 3,136 2,377 94 1,815 1,315 CD 15 3,174 2,423 55 4,233 2,791 95 1,789 1,289 ` ,. ` W „ ,` „ ` W „ ` \ \ } \V LOT 1 / " W W W W W W W W W W W �W l L z 16 3,987 2,646 56 2,670 1,620 96 1,777 1,277 OT39 z 'W ` SFD LOT VDOT VDOT 17 3,996 2,656 57 1,596 1,096 97 2,532 1,456 ��� �.� . /.� - A w STD.CG-6(TYPJ�' A \ °sue �� •� "'LLp 18 3,240 2,490 58 1,600 1,100 98 2,563 1,474 m:. ,0 ,90 9 1,600 1,00 9,61,019 W 20 3,996 2,656 60 2,253 1,276 100 1,650 1,140 21 1,911 1,018 61 2,211 1,271 101 1,657 1,151 Lu W a 22 1,470 970 62 1,578 1 1,078 102 1,667 1,163 m 23 1,470 970 63 1,580 1,080 103 1,677 1,175 \, W W W W �� \ \ ., W ". W W W�\ W W�'-, 24 1,470 970 64 1,578 1,078 104 2,405 1,363 A W W WX 25 1,470 970 65 2,557 1,502 105 2,462 1,414 LOT O �, �, �, i SFD LOT / ° 26 1,470 970 66 2,256 1,284 106 1,732 1,231 \ 4 PROPOSED R% / 1 \ GLENBROOK AT W f ll m 27 1,473 973 67 1,656 1,152 107 1,743 1,242 ' V A a� / / �/ / / \ FOOTHILLS 28 1,925 1,041 68 1,600 1,096 108 1,754 1,254 - W \ / PHASE IIB O W 29 4,757 3,267 69 1,549 1,045 109 1,767 1,267 .Y \ / / �/ / \ \ W W ` 30 3,416 2,666 70 2,063 1,126 110 2,643 1,599 \/� / PROPOSED'NOPARKING'SIGNS, W W W F- L � m 31 3,394 2,644 71 1,972 1,053 111 2,906 1,716 W W W /'/ A ��- NSTALLEDEVERYiSo'ALONG W W W U� O \ W W W \ ON THIS SIDE OF ARBOLEDA DR \ \W W 1 Lu w o 32 3,359 2,609 72 1,452 952 112 1,810 1,310 - - W W W W W Ln 33 3,325 2,575 73 1,476 975 113 1,810 1,310 W W V A m V LOT y1 JOB N0. 34 5,205 3,533 74 1,528 1,027 114 1,810 1,310 SFD LOT y & W GRAPH4CW SCALEW W 112066 35 5,424 3,305 75 2,356 1,379 115 3,222 2,034 ` W W W W W W W WW W W W W \W W W 2� W W W W W W W W 'S W ° 36 5,570 3,367 76 2,073 1,153 116 2,734 1,654 / ��� 36 15 '30 60 SCALE o 37 5,458 3,285 77 1,560 1,060 117 1,916 1,415 W . v "' �\ / ��I W \\ W 1 rr - 30l v- W W W W W W \ W W \ W W W Y r• W 6 38 5,516 3,327 78 1,574 1,074 118 1,891 1,391 MATCHLINE - SEE THIS HEFT V A / SHEET NO. ° 1 �W 39 5,362 3,214 79 1,593 1,092 119 1,926 1,424 ". ,. .� W 5 5 ` •�� � ,- ° W "' W W "' '" "" W "" ""(WIN E7"') xxxW � 40 5,458 3,286 80 2,147 1,199 120 3,877 2,262 W W W W W W A \ W W W �W W W W W 1 inch � 30 ft. W W W W W a W W� 5 s PROPOSED WALL (MAX. HEIGHT=6') z RAINAGE EASEMENT - - --- -- -- D.-B. -- PG--- -- -- -- -_ ---- to+o0 1°+5o 11+00 11+50 -I — _ / / 20' ACSA UTILITY EASEMENT 1 - - oo- - - D.B. PG. �zts0 - / PROPOSED 8" SANITARY SEWER .: \ \ �U ' LOT izo \ L I LOT ix9 \ / r \_ 13*o PR]VgT �F \ \ LOT i18 ROP05E SANITARY SEWER SERVICE LATERAL (TYP) \ q /�/ ROPOSED WATER SERVICE LATERAL (TYP) LOT ii7 PROPOSED 8'' zz. ° BEND OU vv r— r--- - � �i SQL � �--- �° II PROPOSED SANITARYSEWER - _ \�i �70T RT \ \ LOT ii6 \ LOT3.15 LOT 1.14 LOT 113 LOT 11z LOT in I ry do II SERVICE LATERAL (TYP.) - _ �� x�o h'E,gsE \\ zo' ----UTILITY EASEMENT - I- I TYPE A D.B. ; PG. //i� ` - MH 44 BLOW OFPROPOSEF ASSEMBLY / LOT 110 LOT . 109 LOT i08 PROPOSED SANITARY SEWER LH�\YDRANT SERVICE LATERAL TYP/ OT 1 -°-- - •: „ ASSEMBLY wl8"x6"TEE ' , , � � ° • - zo' ACSA UTILITY EASEMENT - - - LOT 105 �<-- D.B. , PG. MH 36 I — — / / \ \ \ • ° "' M M j - z TIE -INTO EXISTING - - \ e / oo - i-- 8" DI WATERLINE 1 MH 40 LOT io4 MH 43 i' - .i' 37 5 +_ - PROPOSED 8" CL. 5z DI WATERLINE LOT 1o3 So .. .... - r, - -PROPOSED 8"x8" TEE- -`>' - - , / S wl (3) 8" G.V. - _ - - / / � �\� y / . ' - _PROPOSED WATER SERVICE LOT 102 / LATERAL (TYP.) • °' �_ � � LOT 101 w w w w w � �VAR. WIDTH UTILITY, w w w PROPOSED 8" 4S°BEN / DRAINAGE &ACCESS EASEMENT J 11+ 0 12+00 1z+5o a +00 w LOT 1o0 ' n 1 �w \ EASEMENT SHALL BE VACATED UPON a d� 13+50 w ,° ° /' THE EXTENSION OF LEEHAM STREET. PROPOSED FIRE HYDRANT �� _ \w LOT gg /� / ROPOSED 8" CL. 5z D(WATERLINE D.B. PG. ASSEMBLY w/ 6"x6" TEE O I 4*0o w l° qLu +, \\w LOT 98 F_ "' w Ir+ r — �lcROgG6pR/v/F w '�mJ — FUTURE I r DEVELOPMENT o �\� y °° / I 1 . I W, _ f � _,_ _ \° _ _ � \ \ w•• 'B.P • 4 •:�/I_ —I ---�-I--r PHI ASE�i IV - I-- --- m 7-I- PROOSED8"zz�5°o — END I cf) f I I I I I \�� dl� 9 SCOTT /R. Cl9•LLINS Lie. No. 035791 7/22/22�� o� SSIONAL EtlGt J O U w m U N Z z O `) Z w u a-N-' z O w z Z U) g a z F- Q� o z U F- U) O OW O 2 z F�1 z O W a z F- u LL g U) p a o ` z awC a o 0 J p u lL W z a w „ • PROPOSED 8 CLI . 5z DWATERLINEI \: n \\ +. r - w N N N N d \,° w I. CCCCCC PROPOSED SANITARY SEWER M M rl N SERVICE LATERAL (TYP.) \ ROPOSEDAlR-RELEASE VALVE p rn N N v n PROPOSED SERVICE I $ - - _ '® ®® \ I 'PROPOSED 8"x8"TEE \.PROPOSED FIRE HYDRANT w/(3)8"G.V. o ASSEMBLY w/ 8"x6"TEE z w L9 _j I LOT 96 I � I ; ---i I' � LOT 94 LOT 93 I l I \ l � ° :' \ 0 \w • � / C'7 � I zo°I' ACSA UTILITY EASEMENT •:° I VAR. WIDTH ACSA I / ' D.B. , PG. o f -- ---UTILITY EASEMENT I I LOT 1 / `• �\ \ \ \•.:'\w / --- J •I , LOT 122 D.B.PG.- - - LOT go / , \ PROPOSED 8" CL. 52 DI WATERLINE - - _ ;\ 0 / �i- M H-3g i _ --_ � / LOT 89 35 - LOT 88 5 � - A r � PROPOSED 6' CL. a DI WATERLINE N 0 CD OT 86 L\w / OSED8 w N _ _ \\ / \a \ �\ / T J PROP"x6"TEE o aZ+ PROPOSED SANITARY SEW ER Q / 0 \ \ ,/ / 1 w/ (z) 8" G.V. & (a) 6" G.V. ^ + f w - = s SERVICE LATERAL (TYP.) / / w \ / W O N A EWER xoLj IPROPOSED FIRE _ w NU O ROPOSED 8' SANITARY / / �o w\ w 8 NIY I a. • � � � - PRIV LET 3*0 / � . \ � \Z > -- • :, _ - N Q HYDRANT - _ ATE ROADS o`s / R. WIDTH ACSA w T •°" W -°ASSEMBLYw/8"x6"TEE --- - �- � � (O' � � � - � I� S-� O ;.,I r - -_ T.. R/l-y TILITYEASEMENT r J Q - 1 * S \ D.B. PG. \ \ w PROPOSED 8" CL. 5a DI WATERLINE J J 3So LOT84 �8x MH 45 z Z f PROPOSED SANITARY SEWER w \ • / So O / Ij Q SERVICE LATERAL (TYP.) _ ----_ _ lv1H-39 / / > v) I a I w \� LOT 83 PROPOSED FIRE HYDRANT I 7 j ASSEMBLY I_I_I L • I -. w} LOT 57 PROPOSED WATER SERVICE �� Sxoo \ LOT 82, tea_ 1\/\ I / LOT 58 LOT LATERAL (TYP.) w PROPOSED 6" go°BEND / '\ ) 9 w\w y Au 9 / \ DFIRE LOT8i wlo)85��sx8 TEE O � L9 QPOSED FIRE \\- - - - —I--I \ HYDRANT ASSEMBLY I PROPOSED SANITARY SEWER LOT 61 r \ \ _ �9*So w��w z nQ/ SERVICE LATERAL (TYP.) ��+ I • - + _ I ' I LOT 6z / \/ \xSo �.\zo' ACSA UTILITY EASEMENT LOT 80 \ \ \w -�' L•I- �L/L�I I I- PROPOSED S' CL. 5i DI WATERLINE D.B. PG. w_ Q n ° �// I I I - 63 �\ \ . LOT 79 \ \+oo w PROPOSED WATER SERVICE s \ LOT 64 / S \ \ _ wow—w I 11 I LATERAL(- P.) I \ _ LOT 65 \ COT 78 EX-M H-Foothill-g-4 zo+$O w w w V '/ / \ LOT77 o NG - - z Y ,9 / o '� EXISTING zo' ACSA -. VAR. WIDTH ACSA/ - ' • • O L ` ao' ACSA UTILITY EASEMENT I F `° UTILITY EASEMENT j / / \ \ TF�C<p�O J \ \ tOT 76 / S; \ SANITARY SEWER EASEMENT J w _PG. ao+o D.B, Lfi D tz J 1 F F h D.B. So75, PG 664 — ao+so IMFxso ` ✓ f PROPOSED SANITARY SEWER F REDUCE w a1+oo " : \ PROPOSED 6" CL. 5z DI WATERLINE / / \ \ SERVICE LATERAL (TYP) / EX-MH-FOOthill-9-6 z PROPOSED 8'x6" o I: I I, RE aa+ ROPOSED AIR -RELEASE VALVE LOT66 PROP SAN R ?4x \ / n s h s_ — \Lu 6R o°BEND w So _ IT Y SEWER: \ \ \ \ \ 1/ o / p 9 w_ \ LOT 6 r \ \ // PROPOSED SANITARYSEWER / �� \ � � \ ./ / �. � - - -� ° I.. -� �� _ • _w Paz+po • / / \ ' \ n /SERVICE LATERAL (TYP) a s. \ H LL \ �/ LOT U) z / FOOthlll_ LOT( PROPOSED SANITARY SEWER \ 9 7 r_ C/C'ROAD \ SE VICELATERAL(TYP.).. \ : \ \ / / MH-30B // / + °•.., // LOT \/ // LOT 70 ., Jui :5°R/vv l LOT z3 0 Y I _ T w z3+ i :PROPOSED WATER SERVICE ° LATERAL(TYP.) / L " / // ,y - -PROPOSED WATER SERVICE �' _ �� / LOT 71 �/ \I / / �2 \_ / // / LL O LATERAL (TYP) / // / +� J� LOT z , / ROPO SERVICE LATERAL (TYP) Q P 0 !n - - LOT / 7z // / TO Q 4 / �� ° . • ' 1: / LOT ig V - r SS LOT _ , w - \ \ LOT 73 // L PROPOSED WATER SERVICE ; h / / / / / LL 54 . / � � _ LATERAL (TYR}- /Q `- ` • � / / / ' I IROPOSED 8"SANITARY SEWER u k-d MH 34 1 LOT 53 5 LOT 7 / l l Z y LOT z5 Q / / LOT z / \ *oo \\ LfJ / h -.7 F /uj zo' ACSA UTILITY EASEMENT _ H w / Q PROPOSED FIRE HYDRANT -< W m v s w MH- oA / D.B. , P -. �� / LOT 51 ASSEMBLY w/ 6"x6"TEE / � - - �.....- 3 �'�� f ' • m / �, LOT 18 / / / 0 (D w _ / / � / / � • w � � l �� \�"�' O � w LOT 50 �: / / / a ° °. �� o - p / GRAPHIC SCAL v y vo* I / /u , Ll JOB NO. 30 0 15 30 e0 s / LOT 49 _ �' w �l �V i LOT z7 // l l l / l 112066 SANITARY SEWER / LOT47 /1/�• LOT 17 SCALESERVICE LATERAL (TYP.) ( IN I II'� P ) \ \ \ \ v LOT PROPOSED 6' CL. 5z DI WATERLINE 1,yx ! / / 1 - 30 u i OPEN vv — _ / / 4 w y ° ATC�LINE—SEE SHEET LOT 45 �V / / LOT z8 0 / SHEET NO. ----- EX-MH-Foothill-io-i \ \ / / / PROPOSED SANITARY SEWER LOT 44 / / \ \' / / / yr uv �r� — _ / / 45 44 \ // LOT28 / N /. m 0 Lor / \ , \ , \ ,MATCHLINE - SEE SHEET 6 f e EX-MH-FOOthill-lo-i �� 77s / / / PROPOSED SANITARY SEWER LOT l / \\ " \ �o o \\ \ l -- - ----- - — 1171 FIJ e / / SERVICE LATERAL (TYP.) w ,� s x _�i / / / .�j� ",�w W W / / _ / �� _ / _ / ��/ LOT 43 / / \ S So / \ TIE INTO EXISTING 8" SANITARY SEWER \ _ _ \ e w \W / /� / MH-32 LOT4z / O O \\ w� /. / / LOTz6 f/ f / SC R. LLINS 16r ROPOSED 6" CL.Sa DI WATERLINE :/ O �7.0p N,.,/ . / LOT 76 C� Lic. No. 035791 , w y y + � _VF F 1z+ o � / � /PROPOSED SANITARY SEWER / / SFD � / PROPOSED 8" SANITARY SEWER — — RS �\ ] ZZ ZZ S / —_ s � � / / � - RpgO 1,�qy ( ) / o� / �'V 5 SERVICE LATERAL TYP. / � � � W / = — — / / / l / l lsy R/W LOT 15 / �SSioNAL V�'ti W 2o' ACSA UTILITY EASEMENT — — — — — — — / / / ° •, ) W V PG �� 8"x(1) EE " D.B. --- --- — — �— &(�)6 G.V. PROPOSED / w/(z)8 G.V PROPOSED FIRE HYDRANT_ PROPOSED WATER SERVICE ASSEMBLY w/ 8"x6" TEE / LATERAL (TYP.) / LOTzZj,// �� I. LOT14 WW EXISTING 2oACSA LOT 77 / PROPOSED SANITARY SEWER / i ~� / / '--SANITARY SEWER EASEMENT SERVICE LATERAL (TYP.) D.B. So75a PG. 664 SFD / / w y W m�\ _ EX MH Glnbrk 6-1 L0T3o ,,� l I ��1 w LOT 78 \ ED�AijLWER / aPROPOSw SFD U z W 2o' ACSA SANITARY SEWER EASEMENT' / / / LOT 13 f s z m a z i Lu O LOT31 �s °� °J u W W D.B. PG f w LL W \ D.V � / / o // f _ H 'n F z � s w W W W W W W W W W W W W W W �' '\ \" A•` wV A� \ l i �. ...,/�. / � -� a -+ O� w z y \ .. - W w / d /. •/ .w '""' i 0 O K g U PROPOSED SANITARY SEWER �s (A °C z > U 0 w in PROPOSED AIR -RELEASE VALVE / U ¢ z y \\ SERVICE LATERAL (TYP.) w .. W W y W 3 W\ W r f z a F J W W / o_ \ / !` / y / T z / y / s\e O z w w w w w w w \ w W XISTING STORM TER % / / / ' // LOT10 _ \s OH o " a w Z w w u W W W w W / / / w �T w w \ M NAGEMENT FACILITY i lW 1 1 / / v> > o a g w W \ \� \ ♦ ! / s� in a W W W W W / T / /� / ��_ LO 12 MH;z4-/ / /V _ _ // � a m o w I / \fie I 0 Q Ln \ �/�/ // H- O / / / LOT �° / EXISTIN SANITARY EASEMENT ENT SHALL / / / / > w W w w w \ \ \ \ \ W\/ f %/W / M 3 / 33 \ y BE EXTENDED TO THE PROPOSED VDOT R/W. / / LOT 9 W Z w � w _ Lu Ln Lu PROPOSEDSANITARYSEWER� \ // i // \ 0C LOT 34 / _ / SERVICE LATERAL (TYP.) W W GREENWAY \ w / DEDICATION\ v / / �/ / W � e / w w \ \ \ \ \ PROPOSE WATER T .�° / // w AREA w� LOT / W W W W __._� a o m .. W y `•: . a o . / PROP ESO D8"CL.SzDIN/ATERLINE� � f f /� � \ I w N 04 N N N N N m � N " W y PROPOSED FIRE HYDRANT LOT 8 / c ASSEMBLYw/6"x6"TEE I / [ CD CD 0 0 0 ROPOSED4/"CLEX-MH-FOOthIII 53D WATERLINE PROP_OSLED_TPEAo — _— — // // o BLOW -OFF ASSEMBLY ROPOSED 6"x4"REDUCER Q COURT -Zz+oo / POJ PUBLIC ROAD (54'R/W) 10+50 11+00 11+50 SEWER EASEMENT - 7Z D.B. PG. I� M EXISTING zo' ACSA i M M ,� , 1 M M , / l' J SANITARYSEWERE5,PG.0 T I M / \ W W W W — — — — — — —PROPOSED W w \ \/ (z) 8" G.V. & (1) 6" G.V. � � I� ASEM W z D.B. So75, PG. 664 — _ `N ROPOSED 6" DI WATERLINE a RAW-,, LOT7 — — 4 MH z8 — _ _ MH-29 LOT 8 M SFD W \ \ W W I y I �� PROPOSED 8" SANITARY SEWER 2o' ACSA UTILITY EASEMENT PROPOSED / OPEN SPACE PROPOSED WATER SERVICE C ) w\, ��• LOT36 A LATERAL (TYP.) 11 II I1 D.B. \�PG. / r /� w \ LOT 4 / { \ \ PROPOSED SANITARY SEWER / I�SERVICE LATERAL (TYP.) LOT65MIN. HORIZONTAL SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER. i CCVV O UJ LOTS — LOT 85 v \ ¢ o // ♦ SFA LL PROPOSED WATER SERVICE � J I W W W W\ y C) Q I \\ \\ / \ J 7 LLJ 0, EX-MH-Foothill-9-1 LATERAL(TYPJ i E I I I I \\ / // J L LOT 37 1 0 2 I I 1--I CD m- . I LOTS \ /�� \ (LL_ h LOT 86 w , Z PROPOSED FIRE HYDRANT n I a o PROPOSED WATER SERVICE— \ \ ASSEMBLY w/ 8"x6" TEE SFA �I A LATERAL (TYP.) _ A� \—__ / � � � _j 71�W W � W W W W W � `�(��\ � 1I I II I� I I� ��_� A\ \\\\ A--_ � / �v � Lu � W W PROPOSED 10 PRIV E SANITARY / I PROPOSED SANITARY SEWER W W W SEWER EASEMENT \ _ MH-26 SERVICE LATERAL (TYP.) �,� w w D.B. PG. _ / �v vv Lora LOT v \ \ v ' LOT 87 U y SFA / y W \ \ / -PROPOSED WATER SERVICE W w W \ / t \ \ \ ` \ o \ 2o' ACSA UTILITY EASEMENT i y W y W w W W W PROPOSED 16PRIVATE SANITARY \/ r \ I \ \ D.B. PG. —' / / W / LATERAL (TYP.) PROPOSED SANITARY SEWER \ f \ v / w SEWER EASEMENT I / SERVICE LATERAL (TYP.) W w w D.B. PG. I \A \ \ A- I \ \ W W W W W W W LOT41 vv �� w _ .PEN SF 2 W W W W �V _ LOT // n�n W W W W W W 1 Wi°!W W W. W. W W W \ I 39 \\ / GLENBROOK AT 0.09 AC W O w I \ PROPOSED A ERAL(RY .) /, W o / FOOTHILLS PHASE II O SERVICE LATERAL (TYP.) W / W W W W -'MATCHLINE - SEE THIS SHEET ILL. ■■ w■.■. I \ \ \ W W W W W w w w W W w j 1 \ \V / / „ y „ �PROPOSED 8"C L 52 DI WATERLINE �r+� A IAA �- Jw W W W W LOT 40 > f C$ \ ��V /"/ , � O W W W W W W W W W W W W W W ., .. .. � � /// � Vst0 0 \ CONNECTION TO SANITARY SEWER SYSTEM M / IN, WITH GLENBROOK PHASE 2 / LJJ PROPOSED 1o' PRIVATE SANITARY /PROPOSED WATER SERVICE a SEWER EASEMENT LATERAL (TYP.) \ \ 5 CN \ D.B. PG. I �' \ \ 1 / wU W \ W W W W �. \ \ s \ J I uj WWW`WWWWWWWWWWW`.WW`W`W WWW \° W WWWWWWWW W_ W W w .. N. I \� , ," y � ♦ V LOT 41 \ / CONNECTION TO 8 DI WATERLINE \ I I \ \ NSTALLED WITH GLENBROOK PHASE 2 / . V JOB NO. W W W W W W- - PROPOSED SANITARY SEWER \FIREHYDRANT�SEMB� s nD \ g GRAPH/CSCALE 112066 y V I I VA\ SERVICE LATERAL (TYP.) WITH GLENBROOK PHASE a 30 o s ao 60 20 SCALE < MATCHLINE - SEE THIS SHEET` i11 0 - 30, W W:: :. W " s ( IN FEET) SHEET NO. 7 inch 30 ft. PROPOSED TREE PROTECTION FENCING PROPOSED WALL --- ---- PROPOSED WALL GEOGRID- PROPOSED TREE PROTECTION FENCING IF PROPOSED 22" HDPE YARD DRAIN SYSTEM PROPERTY BOUNDARY 685 TW 694 -(MAX. HEIGHT-6') 686 TW 0 1 vv_ ----- - --- 682TW -685 T 68o �1585 TW -685 IV� '85.5 TW -686 TW Vr68886 BW W/ jo' PRIVATE DRAINAGE EASEMENT 0 684 TW -681 BW BW W w7 1686 -679 BW 83.. P 8o B 8o BW 682 BW 684 BW� f8 -682 B D.B. PG. - 68o I vv CD 94 _6_78_=�_ q6 683.7 bbO 98 __68oBW 95- PROPOSED ROAD 97 V7 99 .............. 10+00 10+50 11+00 11+5 CID PROPOSED VDOT STD. CD-2 V 22+0 ......... 6OP PROPOSED 8" HDPE ROOF DRAIN SYSTEM -12+So PROPOSED 8" HDPE ROOF DRAIN SYSTiM_'�: ........ w/io'PRIVATE DRAINAGE EASEMENT D.B. Lu W/ io'PRIVATE DRAINAGE EASEMENT _OT120 PG. 2% 3'��j _J � li� DB , PG. -A- LOT -ng 4 �- I � � Lo 23*00 / I I � 118 689.J3 GAR\ PROPOSED 8" HDPE ROOF DRAINSYSTEM t- D.B. 688.00 GA AR. WIDTH UTILITY, DRAINAGE, & ACCESS EASEMENT. I:r PRIVATE E DRAINAGE EASEMENT oo FFE ASEMENT SHALL BE VACATED UPON THE EXTENSION LOT 88.67 FFE �,- - r wl lo'PRIVATE DRAINAGE EASEMENT PG. OF LEEHAM STREET. D.B. PG. D.B. PG. 0/10 v LOT il\7 686.E / f L LO \687. 3H 3 LOT 3.33 .4 LOT "S LOT 114 LOT iiiQIH _-, /I So GAR ZLO/d BAR 6::�o 68B 685.3 LOT 110 LOT iog 686.c 3 GAR6 67057'�_0 679-33 GAR 678.67 GAR 678.00 GAR 678-oo GARii ( -78.67 FFE 678-67 FFE /7u 680.00 F 33 FFE• ----------- - - - - - - - - / /� 3% LU [\,��S b- PROPOSED VDOT ST A'023+00\ 0 ol L If b 8.67 FFE 13+50 -14+0 DRAINAGE 33 FFE 71- -0 - PROPOSED 8" HDPE ROOF w/io'PRIVATE DRAINAGE D.B. PG. oo GA LOT io: Z PROPOSED VDOT w _WPROPOSED VDOT S_ PROPOSED 811 DRIVATE DRAINAGE EASEMENT BO-67 GA Vol 11+50 12+00 12+50 23, PG. D.B. 31 - .33 FFE LOT ioo 682 D ROAD DRAINAGE SYSTEM rri 13+s0' 7� 681 u3 II • 6 7 441:� r 690 o' .33 GAR V oo FFE 0 LOT9 o' o/c/I -690 I?20'PUBLIC DRAINAGE EASEMENT '68�t.67 FFE �G. FUTURE DEVELOPMENT PROPOSwVDOTSTD C PHASE IV I - \ m 677-33 ff� • 667-47 r-II - 64B SM� B T PROPOSED 8" HOPE ROOF DRAIN SYSTEM w/:lo'PRIVATE DRAINAGE 64 EASEMENT 675. 3 S. S. S. S. D.B. S. HDPE YARD DR 0 w/101 INAGE EASEMENT D.B. 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PG. 0 PG. 1� Ix Ln `6VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENTI > 1> 67 .00 Z LLi DT 84 PROPOSED ROAD DRAINAGE SYSTEM NECESSARYTO PROTECTTHE ROADWAY FROM FLOODINGORDAMAGE. PRI vA _j VDOT STD. CD-1 R 5 -50 662 667. FFE 667.67 FFE 672.00 FFE 666-0607 GAR, .14 BSMTGAR < m ,PROPOSED HDPE ROOF DRAIN I -PROPERTY BOUNDARY U) LL_ LU U) ROPOSED 8" HDPE ROOF DRAIN SYSTEM I I ; I _D I I 'E DRAINAGE EASEMENT w/ lo'PRIVATE DRAINAGE EASEMEI - 6 13 GAR 668 33 FF ..' -_ PRIVATE - 9. o FFE D.B. , PG. 1 5) bt)b.00UAN .B.- -, PG. uj < 2 BSMT �\PROPOSED 8 .... 668 33 FFE K'6 'B' LOT LOT.... 59 668.00 GAR E ROOF DRAIN SYSTEM 566 �� Qo/ LOT w/2o'PRIVATE DRAINAGE EASEMENT 38.00 UAK 1 0 1.-1 / / /I 1 78 33 FFE D. B. PG. IVA PROPOSED 8" HDPE 668.47 BSN J­_ _j < C0 14 w/20'PRIVATE DRAINAGE EASE. DRAINAGE EASEMENT LOT6i 07 "A 66 9.&)�FFE oo"'_ C�l z Lu 0� D.B.(le Lu < o 00 Lu 20'PUBLIC DRAINAGE EASEMENT LOT. W < C'6 OT64 j'20+ PG.\vv 77 07 �F %_I \\D.B. _ 1951, _" Lr) E. 5 078 nl -()66 LOT 22+00 21+50 NLU •LOT 77 - ROPOSED ROAD DRAINAGES -Q PROPOSED 8" HDPE ROOF DRAIN SYSTEM C) Lr) EASEMENT wl lo'PRIVATE DRAINAGE EA�,LMLN 1 0 0 PRIVATE DRAINAGE EASEMENT•• D.B. PG .BSMT LI pi B. - , PG. otoII SIN-, 37 31 B_ 77.67 FFE PROPOSED 8" HOPE ROOF DRAIN SYSTEKA' 6 o.67FFE BSMT w/lo'PRIVATE DRAINAGE EASEMENT z -I < 66o.8i BSMT ROPOSEDVDC D.B. PG. Z) _j 20+50 CO IF] 4 ��o / ). CD-2 PROPOSEDVE U) PROPOSEDVDOTSTD CD-2- PROPOSED 8" HDPE ROOF DRAIN SYSTEM- PROPOSED ROAD DRAINAGE SYSTEM - - Q Z V 70-oo RIFE -- -------- -----666o-14 BSMT 0 72 50 PG. cG Ill LL] LOT 67 6.00 F NN .67 G, LL. 20 IVATE DRAINAGE EASE EN tv_ =mj U) D.B. PG. _OT 2 7 vv,So 71/33 GAR 3-33 GAR < ui 23*C) VATE DRAINAGE EASEIVIEN I - GAR LL 0 FFE D.B. PG.. ig.67 GAR \01, PROPOSED 8" HDPE ROOF DRAIN 667.67 GA - __ ­FFE < 0 6?7--75 w/2o'PRIVATE DRAINAGE EA 4-sy SYSTEM 0 655 4 D.B. 568 67 FFE ? D.B. PG. VATE DRAINAGE EASEMENT LOTiqLL _776D�6 L T54 369.( q) 5 4.3 3'G A R t_d 56.33 FFE 3"-., 0 k" -"Lso 070.33 ... 66L40 LOT ROOF DRAIN SYSTEM LOT 2 o 67 GAR YD-713 u 3 FFE 7�.33 F =E / BSMT 664.33_(�AR L 52 w/ lo'PRIVATE DRAINAGE EASEMENTill I-- uj 666. FFE 664.33 GAR D.B. I PG. __7 61�060GAR PROPOSED VDOT STD. CD-2 ROPOSED VDOT STD. CD-2 PROPERTY BOUNDAR 5 1 A- 69 7 FFE LOT 18 Lu I ---- I , s- LOT i CD- 6�1 / 0 Lu I -176bm It _5U.67_G_AR (D s 666.67 RIFE LVISID 65-33 8" HOPE ROOF6ji.33 FFE JOB NO. GRAPHIC SC�L_E�C::_, f 6 65 bb7-33 FFE wl io'PRIVATE DRAINAGE 69.00 G. -65 CE EASEMENT AG _69.b7 �tL l l i l Ll 30 0 15 30 60 659.17 BSMT Q-T-4 9 112066 I,- 54---j.33 FFE LOT D.B. PG. 43 LOT SCALE 559-17 6SM 68-33 GAR 11 1 IN FEET ) - , 369.00 F iLl E SE SHEET 1 =30 OPEN SPACE 6S8 LOT 28 9 SHEET NO. I inch 30---ftl- 54 4oa1,4 PUBLIC DRAINAGE EA! 41 8 AR U.O. iJJ/ F'. CJJ upp.r/u..v�• -.,vim 6 GAR,, -y c,v r -- _-OPEN SPACE \ 6 667.33 FFE 665.3T FFE LOT 49nJ �S / _ 6 659-1785MT 4 \ / :-. 's� a. , a \/ "00 %a\\ i� 669.0o fFE \`Nx\�� 664 4pA \� _ LOT 28 ■ ■4ETTT, E564, R LOT 45 / y1 / <�' •, zo' PUBLIC DRAINAGE EASEMENT o ATCH N S / LTH -/ VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT A ,,, --• \ 66y.00 GAR / D.B. PG. ry I \�\/ /o LOT, _... _ � �.. / �..-;, � / n 67 AR � � •% NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 664.00FF LOT43 \ .;., w,l �,m, ISf _ - - / ° �i.33FF 663.33 GAR PROPOSEDROAD DRAINAGE SYSTEM / SO - 49 • •. / , w LOT 4z / \ w 46 47 T 16 6 O SIC R. INS Z / 664.00 FFE , , ��\ /, / _ \ LOT / / 669/ 7 �-+ 66y.00 GAR / y w ; \ F / - I �- / �^ U Lic. No. 035791 66y.67 FFE / / a6*0p v ' 6 /o / PROPOSED 8 HDPE ROOF DRAIN SYSTEM PROPOSED WALL \ - • MF �l \ l /I w/ io' PRIVATE DRAINAGE EASEMENT / LOT 76 ,d 4. MAINTENANCE EASEMENT 6 66'4 / y P(7/� / I /670.67 GAR / ,� ]�22�22c� PG. - \ .S IN 6jz.33 FFE D. ' P - SFD 5 �l 6 / O�O�S � � D.B. � / 39 C/CR B' LOTiS / - II I zo' PUBLICvDRAINAGEERSEMENT 7p\ / 6 3 GAR W NW 72.00 FFE L. . .. . .� D.B. - PG. - . w FACIL N, M TENANCE, &ACCESS EASEMENT- ( _ - T 9 I - LOT 14PROPOSED WALL /LO z � SWM AIN MAX. HEIGHT 3')- P/r roD.B. PG. o i PROPOSED VDOT STD. ES-1 7z3 GAS LOT 77 / W� • ..,� .. .\ w '� \ \ I l I \ . . W W W . . . W 1 M r 674-33 FIFE / �. I / I o I l / r l \r / / F a II _ o WLL WIW I C / 666.i7 B/ / ° / + / / / ; / SFD w - - PROPOSED VDOT STD. CLASS A2 RIPRAP OUTFALL_ W /, ry g / / PROPOSED 12"HDPE YARD DRAIN SYSTEM / w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT I V LL LOT 30 / ll�J` " l ~ b/o I �\ _ / / w/ 10' PRIVATE DRAINAGE EASEMENT Op ¢ o \ (L i7, Ws=9', Wz-zo', D-i.5 MIN.) a W W Ch ] \ D.B. PG. LOT 7V O cn /67�.67GAR f w \ w . y W W \ W W W W W W W \ \ \ \ \ \ W - - -" - \ \ . w\.L W l , l ' .-• / / / 673 33' U)) O W� . W ` \ \W W \ W\•\5\ yl73.67 GAft/ I / J �s SFD \ /' % \ w . 673.67 FF5' 'I. / / / /�� \ / m U N Z Z \ \\ �\'"\,W -�` - �"W�\w .� � / 66oBM/ 40`0 I / 6700 \\s ��\ / F- z � a F O = � W W W .1 W wWwWwW \ W .. \ \ \ \ 55 -u� N a5 Z "SWMFACILITY MAINTENANCE & ACCESS EASEMENT'� rl I l h / O w m_ O / LOT23 \ �s Z D.B. PG. LOT 3i / / �•l / \ / a O g > g PROPOSED VDOT STD. CLASS Ai RIPRAP OU I FALL, U ¢ Z .W�, m E' �\ w w W w \ w/GEOTEXTILE FILTER FABRIC UNDERLAYMENT \ / / / FF rl i - r r l ` 's w g V N O In_ (L= W1=6', Wz iy, D=1.5' MIN.) )" W 5r l / I^ I/ 0 w p 1L 12� 66 �� �" / /� LOT s� / z� u w w z z LOT io R E / CD�1 F/ / (67 �67 GAR g EX STING TORMWATE PROPos DVDorsTD. �� MANAGEMENT IFACILITY r AR/'/ /.� /\v/ / 6 33FFE �� Lu 0_ zH / 673.00 GAR / / \ s - - > m 0 IJ , v / / .. w . . V • / ��p / LOT12 �, i j- 673..67 FFE / / W o< w \:• A V A PROPOSED VDOT STD. E1-1 J // I� L ) / l " r s Q w Q' . . . . . •\. . \ \ . .A: / /- /_ LOT , , � /i I l � o° I it / l / l X l / / 33 * � / LOT o I 9 w ll o / !n W V V w W - /, W/W / / r/ /' l 6 o PROPOSED 8"HDPE ROOF DRAIN (STEM \ j / y') `wl io' PRIVATE DRAINAGE EASEMENT w IW / / / / ...., , . / A 67v3.00GAR GREEN LOT 4z'PUBLICDRAINAGE EASEMENT �•D.B. ,PG. �' D. WAY d)\V A \ A \. "n� \� / / / /k6� ���dd // PG.11 11 7'.'L l��\Il ;/ r l / y . o A FIFE / / Drainage Easement Chart Pi e No. P Size (inches) Max Depth (feet) Easement Width Re uire�l feet Easement Width Provided feet P ( ) 4 (feet) ( ) 30A 1 24 18.4 40.8 41 �- ad 36 U N SWIM FACILITY MAINTENANCE & ACCESS EASEMENT' 3p // zo' PUBLIC DRAINAGE EASEMENT 67�.67GAR W . `� . D.B. , PG. - 30B q �I,�� / D.B.-,-PG. I �� I 5 0 1673� 33 FFE b 0 - \8 I a: i ROPOSEDROAD DRAINAGE SYSTEM - -� --- \ W W y \ r Ill S O rr I I� o \11 _ \ r O 6 S.00 GA�2 666 " / 12 \ 12+31- \ SED V Da T OPO DOT STD. C +00 - • 11+50- LOT 10+00 p io+50 i1+oo. `° - - _ \ w W W W \ 35 11 lrrr 1��- W COURT .PROPOSED VDOTSTD. CD-z II 6� M nn- a 67/67 GAR - '" _ 33 FE o ��� �� C ROAD ( RIW) _ ii o 6/73 F 6' 6y.00 GAR o �. � 64.67FFE 5�1 w \ y \; OPEN SPACE \ LOT 6 s36 �� \ I I 33 \ ' �MT 3 4 i� 66 0o GAR _ V 6 0.67 PROPOSED VDOT STD. CD-1 i i 467 .67 FIFE ii o i� 0 107v �6Ib4.67 FFE \ \ � I I V V A . L - - - I ° T ° ii - I �� _ _ 1 LOT S I LOT 6 \ \ ` PROPERTY BOUNDARY \ _ \ / / ,'- ALSEPARATIONREQUIRED , i 5HORIZONT :BETWEENWATERLINE& STORM - \ \ t6,1.. 83 BSIv1T ii PII AI \ LOT37 � �LOT3 v W .Z1 ii I I - 66i.33 GAR \ m 66z.00 FFE 1 \� �' P OPOSE_D ROAD DRAINAGE SYSTEM - O 6h4i �p �_ �� -� _ PROPERTY BOUNDARY \1 PROPOSED iz' HDPE YARD DRAIN SYSTEM \V '649183 B M i m d I \ w/1o' PRIVATE DRAINAGE EASEMENT � _ 34A / ; ( \ D.B. PG. LOT 3 / v A I � LOT z � � � v / � � \ LOT 87 SFA w 659.6o.G ER .W. yW � I � \ \ � \ 6 7,6 1 W Y 58.33 FFE, LOT1 / OT 39 V A � � � 656.5 V � GLENBROOI<AT y I PR - r- _ 1 w OPOSED VDOT STD. 6r�8.67G 65� / FOOTHILLS PHASE II w I RV 664 657.0o G 57:67 IFFBT V �� A vvv \ W W w w w W w I w W w\ RAP�IC SCAL �� LOT 0 �a . .y. 1 \ �� �. 4 o 0 30 15 30 60 \ 120 yWWWW W W W WWW� ( IN FEET) / \ 1 loch =:30 ft. \ / i / a \ \ �� � � � � . � � �i/ 656.67 FER \ � vvvv CONNECTION TO ARBOLEDA DRIVE 5 �. r 5733 \ J� " PROPOSED WITH GLENBROOK PHASE z \ \ 7.5o BS vv x / / ' I wWWWWW �WWWW �WW WWWW y \v LOT 41 --- cp � Cl I u IN INC IN IN IN72.33 / Q .M-i .M-i N N O N \ / I � N . 1 N V n / CI . 1 O O O O L9 C �I LOT 8 U D SFD O C6 WC� o )SED 12" HDPE YARD DRAIN SYSTEMJCAI 'RIVATE DRAINAGE EASEMENT \ CN O PG. \ < cl� LOT 85 Z- J Z Lu SFA _j Q Q J z � � ~ LLI \ \ LL] 0 T 86 0 Q Z FA / ZI Q Q U) C) LLI V) o / � _ Q \ pEN S FZ Lu ,- JU) \ �a Jw ,/y q LL, P� O ® Q O 0 C)� O NLU z j GJ W W Cn JOB NO. 112066 p SCALE / III _ 10 1 \ SHEET NO. \ \ 9 GENERAL CONSTRUCT/ON NOTES FOR STREETS: Table 4: Pavement Design (vooT Pavement Design Guide) 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETON OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS ) REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROAD WAYSHOULDER WIDTHS SHALL BE INCREASEDTO SEVEN (7) FEET 5. WHERE URBAN CROSS SECT70NS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 A )B OR C . 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface It a Base b a Subbase h a Dp Park Ridge Drive 4000 0 4000 5 5 19.25 SM-12.5 3 2.25 BM-25 5 2.15 21B 9 0.6 22.90 Arboleda Drive 1000 0 1000 5 5 14.43 SM-9.5 2 2.25 BM-25 3 2.15 21A 8 0.6 15.75 Barkley View Court 57 0 57 5 5 4.46 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 Meyers Way 103 0 ]03 5 5 6.52 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 Humboldt Street 308 0 308 5 5 10.33 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 Anlee Road 469 0 469 5 5 11.79 SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 LeehamStreet 350 0 350 5 5 10.77 SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 1455 LeehamCourt 132 0 132 5 5 7.38 SM-9.5 2 2.25 BM-25 I 2.15 171A 7 0.6 10.85 Hastings Court 133 0 133 5 5 7.41 SM-9.5 2 2.25 BM-25 I 2.15 21 A 7 0.6 10.85 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH 774E VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES Note: Contractor to bore any existing pavement being nNlized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are met and AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. are in accordance with their standards. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 774E DEVELOPER WHEN, IN 774E OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. PAVEMENT DESIGN NOTES: 11. 774E 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. PUBLIC ROADS. 2. A 1" BINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC. 12. VDOT STANDARD CD-1 GRA OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 3. THE Si MAX LIFT THICKNESS IS 2", THE ADDITIONAL LIFTS MUST BE PLACED 1 YEAR APART PER TRANSITIONS AND GRADE SAG POINTS RE SHOWN ON SHE ROAD PROFILES. APPENDIX III OF THE 2018 VDOT PAVEMENT DESIGN GUIDE. 13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC7ON SHALL BE CONDUCTED IN ACCORDANCE WITH V907"S VIDEO CAMERA INSPEC7ON 5" (MIN.) PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. PROPOSED 1" SM-9.5 - C� SURFACE COURSE ROAD NOTES: PROPOSED"v�/\/ aP a° \%AA�\//�/AA��/�� EXISTING PAVEMENT 3000 VA/\ VA/VA/VA/VA/v� GRADING PROPOSED 4" 2G \ \ V V \ COMPACTED STONE BA'S � A A l THE A l SPECIFICATIONS THE ROAD A R F VlR l lA PART T F ,/ / / / / / / / / / / / / / . 1. THE L TEST ED770N OF E ROAD & BRIDGE SPECI CATONS E 0 D &BRIDGE ST NDA DS 0 THE GN DE MEN 0 - TRANSPORTAT70N SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT COMPACTED SUB -GRADE // EXISTING STONE sue BASEVA/VA/VVA/VA�VA/VA�VA�VA/VA/VA�VA/VA�VA�VA/VIA/ 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY COMPACTED SUB -GRADE WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. CONCRETE SIDEWALK J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND NO SCALE VEGETAT70N WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 6ASPHALT PAVING - MILL & OVERLAY 4. ALL VEGETAT70N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 774E CONS7RUC77ON OF THE SUBGRADE. NO SCALE DRAINAGE PROPOSED 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE 1 FOOT 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS PROPOSED 6" 2 \ \/ j /j /j/ PROPOSED 1.5~ Si INDICATE. COMPACTED COMPACTED SUB-GRAD,O �\V//�\ SURFACE COURSE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN \/i��/j\V��X//\/j/\�A' Bi INTERMEDATEPOSED ~COURSE (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE WRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. PEDESTRIAN PATHWAY (CONCRETE PATHWA )j PROPOSED 6" z1-A 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL BASE COURSE /\/\/\/\/\/\/\/\/\/\/\/\/\/ EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. NO SCALE COMPACTED SUB -GRADE PAVEMENT FACE OF CURB INVERT LINE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD 18 ASPHALT PAVING - PUBLIC ROADS OF CORRECTION. 1' 3" R NO SCALE 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, H, OR 111 V-e" R PRIOR TO PLACING AGGREGATE BASE. PROPOSED 1.5" Si 4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE ° SURFACE COURSE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 ° PROPOSED 1" BM-25 1 4 a INTERMEDIATE COURSE DAYS; THE PUGMILL REQUIREMENT WILL APPLY. 4 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. ° a a 4. PROPOSED 6" 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.ISQ. YD.). COMPACTED SUB -GRADE VA//%��\//%//%��%/AA�✓%�//%\/\//AA//AA�\/�\�/A�/� 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE i CURRENT WRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY 12 BUILDER'S OPTION: 4 AREA MAY BE CONCRETE. ASPHALT PAVING -PRIVATE ALLEYS PERMIT ISSUED BY WRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. BOTTOM OF CURB MAY FOLLOW SLOPE OF ROLL TOP CURB SUB -BASE PROVIDED A MINIMUM DEPTH NO SCALE ALBEMARLE COUNTY NO SCALE OF 7 INCHES IS MAINTAINED. GENERAL CONSTRUCTION NOTES PROPOSED 2" Si PROPOSED 2" Si 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 WRGINIA DEPARTMENT OF TRANSPORTA7ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. PROPOSED 6" 21-A PROPOSED 6" 21-A / / / \\\\\\\\\\\\\\\\ / / / / / / / / / / / / / / / / / BASE COURSE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFlCA770NS AND STANDARDS OF VDOT UNLESS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BASE COURSE / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ n/ OTHERWISE NOTED. \ \ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ \ \ \ \ \ \ �\ \ \ COMPACTED SUB GRADE \ \ \ J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 774E APPROVED EROSION CONTROL PLAN AND COMPACTED SUB GRADE \//�//�/. /\/,\i SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. ASPHALT PAVING -DRIVEWAY ASPHALT PAVING -EMERGENCY ACCESS ROAD 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 ( HORIZONTAL: VERTICAL) . WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. NO SCALE NO SCALE 6. PAVED RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE Q IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES PROPOSED TO BE STATE MAINTAINED: 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY Wl77-1 OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. CFR PART 1926). ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF 3-4" HARDWOOD ROADBED BASE MATERIALS. MULCH OR �/ / / // //j iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL 2' STONE DUST BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. NOTES: COMPACTED v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. SUBGRADE PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY GREENWAY PEDESTRIAN TRAIL FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET 3 FOR NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY. EXIST rROUND EXIST. GROUND NOTES: NU SGALL i. THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE"PRIMITIVE TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION T.H. 2. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH REGARD FOR THE EXISTING NATURAL FEATURES. 3. THE TRAIL SHALL BESMIN. IN WIDTH WITH A SURFACE OF 3-4" HARDWOOD MULCH OR 2" STONE DUST. 2" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. NOTE PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP ` PER 3' CLEAR ZONE REQUIREMENT CG-6 4" CONCRETE 3. CURB & GUTTER SIDEWALK LfLEAF�ZONEf zx 6. PLANTING POINT OF CG-6 FINISHED GRADE CURB & GU 3' I -Z� CL( EAR POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING # ELIGIBLE FOR STATE MAINTENANCE. 6' PLAN77NG STRIP 4" UD-4 UND DRAIN' _ 1'2WOT 4"' 4ORA 4• T STRIP STONE LINDERBASE SUBBASE S E 12' 12'- Z.5 6 !TRAVEL LANE) (TRAVEL LANE) BIKE LANE 36' F/C-F/C R1W TYPICAL NEIGHBORHOOD STREET SECTION (61 ' R%#') PARll RIWA' DRIVE (,zY5BLIC ROAD) CS-SSAR RESIDENTIAL & &rIXTP USE SUBDIVISION STREET VTS'ICN SPEED.• 30 .:VPH "NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD FrilulGAL JVEY6!IYffUHjYVV1) A57Ye6:67' 5267YUN (54 - X/fY/ TYPICAL PUBLIC STREET SECTION ARBOLEow oRI{ e A&YERS' 7PAY, BARIiZEY my COURT, & ANLEE ROAD (STA. 1ft50-"*50) - PUBLIC ROADS CS-SSAR RESIDENTIAL & A(IXEO USE SUBDIVISION STREET DESIGN SPEED 25 AlP6 PAREINC ONE SIDE ONLY NOT TO SCALE 4" CONCRETE SIDEWALK EXIST. GROUND -I- EXISTGROUN\ T. GROUND IND ICI®I�I®111�1 � ____...__ � • uuuuuuuuuu �� Illllllfllllll�lll '� ■ I in M .r; ■ 4 ■ Ul j SCOTT /R. Cl LLINS Y Li, . 72222 No. 035791 O d 4 P s 0 ti � m SSIONAL EIyG J I TRIP GENERATION CALCULATIONS SCALE: s Too I TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (1oTH EDITION) I 20 SINGLE FAMILY DETACHED UNITS (CODE 210) i too SINGLE FAMILY ATTACHED UNITS (CODE 230) 20 MULTI -FAMILY APARTMENT UNITS (CODE 230) TOTAL ADT: i,o67 VPD (534 ENTER/ 534 EXIT) TOTAL AM PEAK: 70 VPH (17 ENTER/ 53 EXIT) \ " TOTAL PM PEAK: 87 VPH (55 ENTER/ 32 EXIT) ` \ TYPICAL PRIMATE ALLEY SECTION - 24' PRIVATE ALLEY ANLEE ROAD (STA. 10f00-11450) - PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE TYPICAL PRIMATE ALLEY SECTION - 97' PRIMATE ALLEY HASTINCS COURT- PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE EXIST. GROUND EXIST. GROUND 5' WDE CONCRETE SIDEWALK CO-6 CURB & DUTIES z w O w CO ¢ z0 O I--( U)c-6 I--w F z U) = U Lu I- PARK RIDGE DRIVE PUBLICROAD (6iW'A'1 ^I a W z - Z 1�•1 U � g O a z a (9 O OLU 7 a F- J a U-)z0 U W z z QQ LOT 73 J LL Lor Ta SFD V) 0 (D a SFO \ a U1 LLI /� C6 m 5:a az Cl a z a w LL O J CL 0 LOT ]5 a sF0 LU J W a rL z Lu 0. li LLI LOT )fi SRO i w i LOT T] SFD LOT 78 / SFD LOT 65 SFA LOT B6 SFA LOT 87 SFA TYPICAL PRIMATE STREET SECTION - 30' PRIMATE' ROAD HUMBOLDT STREET (STA. 117-00-137L92) - PRIVATE ROAD 15 MPH DESIGN SPEED NOT TO SCALE TYPICAL PRIMATE ALLEY SECTION - 28' PRIMATE ALLEY HUMBOLDT STREET (STA. 13t92-16t75) - PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE CG_5 GRADE CURB & GUTTER 5' O / ;;I, / 4' MOT 21A STRPlY4 STRIP 4' W07 . STONE BASE 9iT SUBBASE sB1g15T STONE BA 5- 10' 10' Oka VEL CANE) (TRAVEL LANE) r 24'FIC-FIC -I 49' TYPICAL NEIGHBORHOOD STREET SECTION (49 ' Rll#) LEEHAJ! STREET (PUBLIC ROAD) CS-SSAR RESIDENTIAL & JffXED USE SUBDIVISION STRE2fT DESIGN SPEED.• R5 .UPH NOTE: NO ON -STREET PARKING PROPOSED. EXIST. GROU O EXIST. GROUND d LO��< LU Q M M N r, N M CD N M O O N N N CD L9 z < LOT 9a SFD ti M M ® OY J N 'Cf M �t )PEN SPACE 0.09 ACRES 1 N �/ C6 W IS OeAT" IC RC N N WQ O J LU Q J _ '^> z LL vJ W i H LU UV Q i ) W i w Y � O W z J /::) v) ZI ~i W O _ O J '� U) TYPICAL PRIMATE ALLEY SECTION - 28' PRIVATE ALLEY Q LEEHAM COURT (STA. 10100-12*60 & >9-1-20->5f00) - PRIVATE ALLEY w 15 MPH DESIGN SPEED Y NOT TO SCALE TOP CURB 1/4" 1' POINT OF FINISHED GRADE 1/4'.• 1' CG-6 :ORB & GUTTER *.21107 I-DW BASE 8' 25'- PARKING I 44' PRIVATE ALLEY 38' E/P-FIG I TYPICAL PRIMATE ALLEY SECTION w/ PARKING - 44' PRIMATE ALLEY LE'EHAM COURT (STA. 127'60-14t20) - PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE 2DT SLAVE M C U N z I- W U LUJ w O w d to JOB NO. 112066 SCALE AS SHOWN SHEET NO. 10 JUNCTION BOXES, TRANSFORMFR PADS. PEDESTALS. ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, .---- VARIES .-10't-►I I�--10'� --� 5, 111 ._. _ I I I_ SL_I I F V u WATER SEWER 3 AD Li £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, FTC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER S SEWER 30' MINIMUM NE SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHENE HE AT 90- TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WiDTHS GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL IY u 8•Z4- I e.l, INITIAL BACKFILL 24 IN 8• 8„ I MIN. MIN, MIN. 6" BEDDING #fib STONE " STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE INITIAL BACKFILL JMI I e^ 8" SOLa_ MIN' MIN' _ MIN MIN #58 STONE 3s'` -GRANULAR FILL AS-n-_�APPROVED BY ACSA % z STABLE SOIL OR ROCK NOTE L 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 PIPL INSTALLATION & BEDDING HIS FIG. AI TD-2 (4) i" (25mm) DW HOLES ON 32 3V4" (&34mm) DIA BOLT Cl CLE. 2' (51mm) LETTERS O (RECESSED FLUSH) 1• [25mm) Dr- a A p (2)CLOSED 1 1/2" [331 IT O o 21 ED z fn r-O O m se W ta ... o (2) CORED PICKSARS _T1 1 1/5' (29mm) DW BOSS D 27 1/2' DIA [3Bmmj ,••I•T ] 291/4" OW 1 1 1 1]Bmm [ ] 25' VIA [38mm] 24• DIA NEEOPR ENEmGASKET [79mm] [B06mm O ] mM�-N 28 7/16• VIA 5/8" I [1Bmm] 5 m] 111 3V DA] T 36' ON Fill WO GLe �./ [S16mm] [635mm] FRAME SECTION O.O. OF GASKET GROOVE SECTION (4) 1• (PSmm) DA mom [�2" ON m 3 (B]Mmn) DA 27 i/2' BN SOLI a 1j D z6 1/4'/a' DM ro' •`"""`- IBSTmm7 � Cn6mm] I� 24" DIA �1 [808mm) �2H 7/1e' DU� 6/S' - [722mm] D6mm] 36' CIA O D [BNmm] 0 26- 16811mm 1 1/2" 13 6- [3Bmm] FRAME SECTION m [20ml 2• (51mm) LETTERS GIPDESSIED KMO [25mm7 I �Rr [7B m] CJPN 3 0 22 13/1613m 2 1/r [97mmmmm]� ] [579mmJ 154mm 0 i S/S" 55I [SW 0 11/16' [35mm] 0.0. OF G GROOVE [17mm] 14mm TIN [14mm] SECTION VIEW i 4" DIA CAM BOLT SEE ASEEMNLY WNE NEOPRENE G45KEf DEFAIL L- (2) %SHR 1/16 X 5/8 X 1 1/2 S' Fl (2) CORED 1800' 1 5/8• RUBBER PART# ODB81046 (2) SILT KIX 5/8-Im 1/2 68 e W PCIBAR5 ISmm 240E [41mm PARTY OOB812d I5mm 1/2 .63 OIA STAINLESS STEEL ROD PLAN VIEW1 i/B' (29mm) CIA BO56 [13mm (2) WSW 5/S ID 150 OD 35 PORT# ONS1315 PICKBAR & LOCKLUG HOLE DETAIL NOTES.Puny 2) NUTNN 5/8-11 I21 N11.K DD,Bt2B4 1. ALL MANHOLES WRHN 100 YEAR FLOODPLNN OR LOCATED IN AREAS SUBJECT TO FLOODING SMALL HAVE WATERTIGHT FRAME & COVER. (2) NUT NX JAM 5/8-11 ZN Z ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PUB$ 0986122E A COVERS SMALL BE FIXED TO FRAMES WITH LOOKING LUGS OR SIMNAR ASSEMBLY. (2) 1836R TYPICAL WATERTIGHT (sHOR1) PARTO RT# o019o1g3s6s MANHOLE FRAME & COVER LOCK JUG ASSEMBLY N.T.S PIG S-LE TD-32 45' Q 2 L 2 . 45' -_ __ 45' MON m0 �. PLUG I ° [ I I. � 2 r ' I 1 1 FOR ALL BENDS FOR TEE OR WYE ITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR ANCUIREO. IF /III M NG AS V45�' IRED o xd MINT SECTION 1-1 SECTION 2-2 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NIS FIG. W-3 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SITE OF FEE W.YD. FEET CU.YD. BEND L H T L H T 90 2.5E 2.5E 3.01 0.24 ,}^ & 8' 45 2.0E 2.25 2.6E 0.15 2.0E 225 2.5E 0.15 22 1/2 1.5E 200 2.52 0.1E 11 1/4 1.5E 200 2.5E 0.1E 90 3.66 3.16 3.21 0.48 8" 45 2.68 2.88 2.77 0.28 22 1/2 1.88 2.16 2.89 0.13 3.16 2.99 2.66 0.32 it 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12° 45 3.33 3.58 2.95 0.43 3.83 4.0E 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 233 2.84 O.iB Iu_a 1• DOIJPRESSION A 3/4• SALE PIPE CNIPUNO OR APPROVED [DUAL I I• nT! x WAY COPPER FOR U.Z ON ATTAa1E0 SINS£ FAMILY KROENRAI- SERVICES OR DUAL RESIDENTIAL ' AND IRRIGATION SBIMOES. 1•A.A. TEE - NOTE: NO SNEA19 I'man ° 2, OLIAL. SERVICE R. P COMPRESSION . 3/6• MALE Plff OOMPH, OR APPROVED FORM. IF PE SIC EDFT COPPat FOR USE ON DETACHED SWGL FAMILY SE9NGE RiRRE AN IRRIGATOR METE IS H METER IS HOT fRONOEO. SINGLE SERVICE NOTE 1) SADDLES SHALL SE OR9 ON PVC PIPE, CAST IRON UD ............................................. .-."..-AMSREL GRADE 3{F NN. COppEligTlpi i/e 6ENU calPuxD� pS° ME¢R A„t A 1 ®PPORAIIOH STOP ry P1k 1 nILA 'ii-41 NUCN AS � NECESSARY •1., SAND OR Dust, UNDER -- !�- , -ry� -�- q• plµlElEft bRwry PFEi it ="-'�,I. Max AND UAFER (2-INCH MINIMUM!, RIILHNEES).;)iF N` E.'.1�+,'.LtND STONE PodlEi, WOT SPEC NO, l a ZDA 5? A64AECAi£ TYPICAL SERVICE LATERAL INSTALLATION r (5/8 & 1" METERS) NTS FIG. W-6A TO -in ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OFTHE LINE. ic. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2034 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 23. 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. 24. 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. 25. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. i6. 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. 1.7. 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. 11 14ji1 12" -� I 1 ASIM AN AND HEX NUT ASTM ASBB (TYP) UNDISTURBED EARTH UNDISII 2 - 3/4' DIA SOIL (TYP) ALL -THREAD ROD r WATER MAIN VALVE n: 24"MIN UNDISTURBED EARTH PLAN Y I:' � CLASS A-3 CONCRETE MIN B" ELEvanoN UNDSTURBED EAR1 SSI NOTE: 1. At I RODS AND FASTENERS SHALL BE EVER TWD COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE CCIUAR BEARS AGAINST UNDISTURBED SOIL FIN? THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE AB6CLUIE MINIMIM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 COVER LIFE NOTCH 12 3/B" WATER CAST IRON LID Tk 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 BRANCH FLEXIBLE CONNECTION -f NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 T7J-13 I PTFANX. SEWER SERVICE LATERAL CONNECTION NOTES: 1, WHERE A SEWER SERVICE LATLRAI CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL €S INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CRDWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TD T E MANHOLE. 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MA€N SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4^ PER FOOT ) �a 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 LINE SERVICE LATERAL SEC TION ON IN LINE WYE- TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. 5-2 TD-33 HYDRANT MUST ' EQUIPPED , THREADVILLE Q I\ , E OF BRANCH VARIES l! • ' MIN■+ 1 , , �aLVE ]BOX 8" X 8" TEE 250E P.S.I. CONCRETE B e 1° ! •--llli�l�l/.'y BASE AND THRUST( ��L BLOCK AGAINST UNDISTURBED STABLE " SOIL STEEL PILE WHEN THE SOIL 15 DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 I II B DOUR HINGES I I I I I I I I J I i I I I LIFT HRNOLE 1 TYPICAL METER VAULT N,T.S, FIG. W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED TOLE FCR TOUCH READ NTTS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH >4• X �' 1LU CHUN ACCESS iRTCH GRADE AIR RELEASE VALVE-- -2 4 BRASS OR BRONZE PIPE-����i \VE3Rft2E GATE CEMENT BLOCKS �-COPPER SOFT TION STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THr N 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SIIUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 PLACE 5' GA_VANIZED " WIINES5 " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. 'v FINISHED GRADE 0 I, ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID z u a 2 N a M.J. GATE VALVE WATER LINE 4 YA b 1 I 1_I 2500 P.S.I. CONCRETE _8 a 2'x 2' BEARING AREA. THRUST BLOCK a 1 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 VARIES 4" DIAMETER BRANCH AND VALVE � WATER VE BOX MAINS RESTRAINED JOINT FITTINGS ON --LINE (TYPE "B") PLUG VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP T LUBRICATE ALL THREADS THRUST BLOCK 1O METER BDX (SEE FIG. W-7) VALVE BMX NO. 57 STONE M.J. FITTING - - 2" PIPE SLOPED TO DRAIN IF _ = GRADE ALLOWS �• VARIES VARIES 2" BRASS PIPE YWATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TO-19 FRAME & COVER (SEE FIG. S-I-DE) SLOPED AREA -'fR STREET SURFACE OR NON -PAVED AREA 115�". N it V-0" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 1�IN "0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING --- �-i-- SEWER.° A FILLETED INVERT OR A SM00 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 TD-25 SCOTT/R. C19•LLINS Lic. No. 035791 7/22/22�� lu S%ONAL B�O� zZ w E O r LU F-I Q w Q ~ O EO ° 03 w 0 = � LF U r oowgz vi a Z u g a z F- w D_ z (N,D F- U) O O ILL O w Z Z O a 0 z F- DO DO LT g ,Fw�1 I K DO Q DO a Y/ a3 ¢ N zZa DO > a a Z � a mLU a w LL J [L 0 (n Q Lu ' Z z 0. li ILL. O w w LY Lu I N O O O O O z L M M N J I -I cy) CD OZS Cy Q N W O \Q ZLLi a J z _ /r>^ L~L J L9 vJ Q O 1_ - Lu 06 I..I_ Lu Q / /")06 6/�� I w Y � W 0 ul ::) J Z- co 1-� I LU Lu O LL VJ J Lu O O�.�/ �Q V 0. O U Viz' Lu �J w w a On JOB NO. 112066 SCALE N/A SHEET NO. 1 OA 5 S0 PROPOSED 6" G.V TO ANLEE RO, INTE HASTINGS COURT w/ MEYERS WA VERTICAL GRAPHIC SCALE 0 25 5 10 IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCAI:I? ( IN FEET ) 1 inch = 50 ft. A7r PVI STA: 1o+83.00 PVI ELEV: 662.65 K: 25.66 LVC: 80.00 LOW PT. STA:10+94-32 LOW PT FLFV- 662 OA 1711 2r; 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 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 2.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. HIGH PT STA:12+44.1g RAPHIC SCALE 1. a5 +30 W W W W W W W W W PROPOSED 8" CL. 52 DI WATERLINE W 546 54C w\ .� w w �. .( IN FEET, . `, •. ' W".iWnchw-Wn0'ft."�.�.�. W W y .�..�.W �. W W Lu EXISTING FIRE HYDRANT PROPOSED AIR RELEASE VALVE' ASSEMBLY . w w w w w W w OO O w/ 8"x6" TEE W W W W W W W W w I w w w w w w w w w. W W W W W W W w w w w W �11 w Lu w w w w w w w w w w w w w O - w--` \ 1 W �+..��� ��. �- ��w �� j0�� 22+00 54A 22+50 z3+oo 23+50_ -� 24+00 W .�� _� Lu-4- - 668 24+So "�-w w Lu 6j0�5+0 - wow UG Vl REMOV & TIE-IN TO w .� IW . O O O EXISTING 8" DI WATERLINE _ 2s*SO w w 4 \ �W� \ W W 53 O w W a m a n EXISTING 8" DI WATERLINE I 26+0p - 54 N O I li W------ - W y y �. .� .� -z �.� W- �- W W W u W w w- w._. .. ., rv• O lv 2 xs� .� W y W 2 -- W W W w W WW.74 w 74 74 PVI ELEV: 661.69 K:32.89 LVC: 195.00 LOW PT. STA:13+98.92 67 \ 2� a y y y W676W 674= /w 0`� I WWWWWwWWWWW \ y HIGH PT STA:16+z5.00 HIGH PT ELEV: 668.97 PVI STA:16+oo.00 PVI ELEV:668.47 K:19.86 LVC,So.00 r.-7r -1- I -I IUI-I I"I CLC V: 00 .21 LU VV I"I CLC V: 002. -1J °0 $° PVI STA: z+5o.o0 0 I., 0 0 o m °o + m + w PVI ELE K: :664.52 N O t0 ^ a + ^ kD U) + 00 kD INTERSECTION OF MEYERS .°. N u. 3 LVC: o. oo.00 + D ,+„ N di °H Lu w/ARBOLEDA DRIVE (STA. w ,, Lu N U m U w IN 670 > > o o 00 U m m > 670 III - o EXISTING GRADE (TYP. + t0 tD 0 + °0 to INTERSECTION OF MEYERS WAY (STA. 15+37) Lu 2 00 N WAY di N �;; w/ HASTINGS COURTS (STA. io+oo) INTERSECTION OF MEYERS (STA. 10+00) > > w/ AN LEE ROAD (STA.14+72) > m > L° PROPOSED GRADE (TYP.) 8h2 665 m W 665 / VDOT STD. CD-1 1.1200 -1.41% ILL TYP. PROPOSED 8"x6" TEE w/ 00%� (2) 8 G.V. & (1) - 6" G.V. ___ VDOT STD. CD-2 3.5' MIN. ROPOSEDRIR-RELEASE VALVE �VDOT 66o STD. CD-2 66o & 6" go°BEND �'3 14 PROPOSED FIRE HYDRANT 1.1' \D 5 4 ASSEMBLY w/ 6"x6" TEE ROPOSED 6" CL. 52 DI WATERLINE 6.5 7oA 6W55ERLINE 72E PROPOSED STORM PROPOSED STORM 655 SEWER CROSSING SEWER CROSSING 41 75 ROPOSED 6" CL. 52 DI WATERLINE 650 70E PROPOSEDSTORM 650 PROPOSEDSTORM SEWER CROSS NG PROPOSE DSTORM] PROPOSED STORM SEWER CROSSING SEWER CROSSING SEWER CROSSING EXISTING SANITARY 645 SEWER CROSSING 645 O ri m M N m N .t Ol O O f O l0 M O N Ol N 00 M N H Ol .t ^ O .t H I� O M o) H N ^ d' d tD to w N w :) l0 � �/) w d n'1 �±' n'1 M ,y .t n'1 CoS 00 6 ^ 00 Co 6 m to � � � � � � w to toID 10+00 PVI STA: 10+17.55 PVI ELEV: 665.29 K: 2.50 LVC: 1o.00 LOW PT. STA: io+17.55 10+50 11+00 11+50 PVI STA: 11+So.00 PVI ELEV: 668.14 K: 110.33 LVC: 30.00 HIGH PT. STA:11+65.00 HIGH PT ELEV- 668_I.L 12+00 .. Lm 0) to m Ln 0) 00 Llm 000. °o a H t0 INtl tD Lil + t�D W w o ° o .- PVI STA:10+77.55 N Lu N Lu 1n v � PVI ELEV: 666.49 ri > U > > m 675 ULLU K: 110.33 m m > w 675 m w LVC:30.00 LO N PT. STA:10+ 2.55 INTERSECTION OF HASTINGS COUR L WPTELEV: 66 .19 w/HUMBOLDT STREET (STA.16+81) �^FID ND ROAD - ST)1670 0 670 RSECTION OF 0i > &i 2 p0o S (STA. io+oo) m 00 w /0 Y (STA.15+37)yl z•2� 665 2•°° 665 2'00° FILL ( P.\ VDOT STD. CD-z GRADE PROPOSED (TYP. 66o EXISTING GRADE (TYP.) 66o PROPOSEDSTORM 45 SEWER CROSSING 655 655 oItco rn o° o N w t0 v, m tD v, ~ 10 `^ t0 l00 00 t0 10 10+00 10+50 11+00 11+50 12+00 HASTINGS COURT PROFILE (DESIGN SPEED=25 MPH) 12+50 13+00 13+50 14+00 14+50 15+00 MEYERS WAY PROFILE (DESIGN SPEED=25 MPH) PVI STA: ii+SS.00 PVI ELEV: 669.74 K: 37.30 LVC: 240.00 LOW PT. STA:11+70.01 685 LOW PT ELEV: 671.64 f(STA.11+26) °, ui vi U 680> m 11+93 STA ELE' EXISTING ROAD GR TA 1o+gS 675 1 ELEV.672. 3.62\ S A 10+ .28 E EV.673.99 ELEV.673.24 EXISTING 8" DI WATEF 665 15+So 16+oo +� '' v 6i w INTERSECTION OF PARK RIDGE DRIVE (STA.12+g2) w/ ANLEE ROAD (STA.11+32) TIE-IN TO EXISTING H ILL TOP STREET PAVEMENT - STA. 11+43 FILL (TYP. 1.4 STD. CD-2 TIE-IN TO EXISTING, N 88A 8" DI WATERLINE PROPOSED STORM SEWER CROSSING PROPOSED SANITARY 66o SEWER CROSSING �O tD �0 ID 10+50 11+00 11+So 12+00 12+50 16+5o 17+00 PVI STA:13+75.00 PVI ELEV: 675-93 K: 62.37 LVC:ioo.00 HIGH PT. STA:14+25.00 HIGH PT ELEV: 676.54 Lij ^ U m WAY (STA.16+55) .2+54) 0) 0 W PVI STA: 25+00.00 PVI ELEV: 672.as SCOTT /R."ISCLINS U Lic. No. 035791 °p 4/5/22�� o11s'SIONAL Elo� r- Co 0 Co ( Z M O N d Z °C wg� z O0 H O J M u D Lu � 0 O D 685 IUJ I I z o K:4 -47 N o PVI STA: 2+00.00 LVC: oo.00 m + ^ tD PVI ELEV: 666.37 HIGH PT. Sl A: 24+86.70 0 Lij F- K:3 .91 HIGH PTELEV: 671.22 U > w LVC: oo.00 $ 68o o $ � "' LOW PT ELEV: 667.59 °+'t °o N W N W -= F- °o m 0 > Ln > w w ° CO kD m m TIE -INTO EXISTING PARK RIDGE > w ++ N Lu I N u.i DRIVE PAVEMENT - STA. z5+8o 675 Ln m -z Ln > w EXISTING m _:3 Lu ROAD ROAD z: U AIR-RELEASE VALVE GRADE 3.1s% 2 , - - 670 1• EXISTING FIRE HYDRANT 2.61� - - - _ ASSEMBLYw/8"x6"TEE 3.5 MIN. VDOT STD. CD-2 TIE-IN TO EXISTING 8" DI WATERLINE 6 PROPOSED FIRE HYDRANT PROPOSED 8" CL. 52 DI WATERLINE 1. 2' ASSEMBLY w/ 8"W' TEE EXISTING 8" DI WATERLINE OPOSED 8"x8" TEE 54A PROPOSED STORM 660 (3) _ 8" G.V. SEWER CROSSING 00 �. 0 rl O �/) lD m N to N tD 0) ,y tD w ,y M tD O M t0 O M ^ 0) O O m N to ^ I� .t n .i a> 0o m 0 iO ^ 00 ^ W 00 0) O) O ^ O ''i ^ .� O ^ N O ^ O l0 T 1� ID tD tD ID tD to tD to ID ID tD to ID tD ID w iO to ID 10 r, tD <0 ^ ID ^ tD to ^ 10 to w tD 20+50 21+00 21+50 22+00 22+50 23+00 23+So 24+00 24+50 25+00 PARK RIDGE DRIVE PROFILE (DESIGN SPEED=30 MPH) °N 0 tD 00 a) r + D N ui Li U U > >m m `^ INTERSECTION OF PARK RIDGE DRIVE (STA. 16+ w/ LEEHAM STREET (STA. io+I Lu U PROPOSED GRADE (TYP. > w J STD. CD-2 ° PROPOSED STORM SEWER CROSSING PROPOSED 8"x8" TEE w/ (3) - 8" G.V. ROPOSED FIRE HYDRANT SS E M B LY w/ 8"x6" TEE H N O 00 O 00 to rl <0 tD to 'DDD 13+00 13+50 14+00 3.5' D 8" CL. 52 DI 04Iq PVI STA: 16+72.00 PVI ELEV: 679.53 K: 45.38 LVC: 15o.00 HIGH PT. STA:16+51.97 HIGH PT ELEV: 678.95 PROPOSED 8"x8" TEE w/ (3) - 8" G.V. P RK RIDOE DRI E PROF LE (DES GN SPEED= o MPH) O O °) 0 O) w 00 6F �� moo D tD t0 to 14+50 15+00 15+50 16+oo O w o m a + tD N ui Ji U U > > w Lu ROPOSED AIR -RELEASE VALVE PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE 2.3' ED STOR CROSSIN 8" CL. 52 DI WATERLIN GRADE (TYP.) INTI ° \ POSED SANITARY SEWER CROSSING d N N O I� ^ 0 O m W I� O o) 00 Ln Il tip t4. mD lfl to Li, to ID w tD tD l0 16+5o 17+00 17+So 18+oo 18+5o 19+00 PVI STA: 20+00.00 PVI ELEV: 672.66 K:118.83 LVC: 125.00 HIGH PT. STA: 19+37.SO HIGH PT ELEV: 6 ° m + 0) W U U m m OF PARK RIDGE DRIVE (STA. 20+48) w/ARBOLEDA DRIVE (STA. 9+95) 25+50 26+oo ° a N 0 W N W > U w °o H 0 o D w Iw Ul N W Ln > > m w -z in - J 2 H Iv Q ' LPROPOSED ASSEMBLY 'ROPOSED STORM PROPOSED 8"x8" TEE SEWER CROSSING Vi/ (3) - 8" G.V. ei ^ M 01 00 0 d y) O ,may n �D n n w n n n t0 m 00 l0 06 ID to ID ID 19+50 20+00 20+50 21+00 21+50 V) W rz z o = w in U E j z 0 W g 1a z U Z. a o W � z a w 0 u W a w U) z o L o Lu w I � I N O O O O Q 0 J Cn M I- 07 I-­11 N J I� W N oZS O 0 Cn W N O > J � W Q J Z O w ~ LLJ o z Lu J Lij U Q 2 Q Y � w ul J J 0 ZCn Q LU O w Lli LL- mmi k- Q 0. pa0 CD p[ u Q z I-- w U Lu r ((JI� F- LU co)`/ 2 Cl- V7 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: z.SO K: 12.32 TH F �f LVC: io.00 LVC: 50.00 LOW PT. STA:11+11.45 HIGH PT. STA: 11+70.7o NOTE: ALL ROADWAY EMBANKMENT MATERIAL o� , LOW PT ELEV:673.22 HIGH PT ELEV:67z.82 SHALL CONSIST OF SOIL AND BE PLACED IN ry n ^ 00 ^ 00 PVI STA: 12+90.28 Lie. No. 035791 SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 o scoTT R. LLINS INCHES IN THICKNESS BEFORE COMPACTION OVER o i j + � + � PVI ELEV: 666.5g THE ENTIRE ROADBED AREA IN ACCORDANCE WITH 4 .~i w .~i w N w N w K: z6.69 4/5/22 w U U U U LVC:135-00 VDOT zoo ROAD AND BRIDGE SPECIFICATION o o 1 m Uw U m U w LOW PT. STA: 13+57.78 PVI STA:14+50.00 PVI STA: i5+5o.o0 ] 3 3. 4 �SSIpNAL ECG 680 m w m w LOW PT ELEV: 66. z PVI ELEV:66y.gg PVI ELEV:661.go 6$Q VERTICAL GRAPHIC SCALE s o z.s s 10 zo NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL INTERSECTION OF ANLEE ROA SIZE z1A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS w/ LEEHAM COURT( IN FEET) CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER 1 inch = 5 ft. RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.o3G. HORIZONTAL GRAPHIC SCALE NOTES: r 1. ALL FILL TO BE PLACED AT 95% COMPACTION. w so o zs so ,00 zoo f z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM a o SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & ¢ w ( IN FEET) SANITARY SEWER MUST BE PROVIDED. m u z U F z z 1 inch = 50 ft. ZO D z O = w to U PVI STA: io+17.So PVI STA: 11+5i.00 E '" o w g PVI ELEV: 664.88 �// 1 o0 oc o 4 PVI ELEV: 66g.o5 U z > c7 w K: z.5o K: 1y.zo Z cn g Ln z r LVC: io.00 LVC: 30.00 p a +31 LOW PT. STA: 1o+17.So HIGH PT. STA:11+66.0o O Z oU Ln w 0 z LOW PT ELEV: 664-93 HIGH PT ELEV: 669.35 ''Hww w VI J K w LD Q - Q Z d m w o Q w > 0 a � O N W J > Q wLu z o o w w s +31 INTERSECTION OF BARKLEY VIEW COUR w/ARBOLEDA DRIV N N N L1J N N N N N Q M M n 1 O 0 0) N \ N ASSEMBLY O O O O WATERLINE z 1 0 10+00 1o+So 11+00 11+50 12+00 12+50 13+00 13+So 14+00 14+So 15+00 15+So 16+oo 16+50 PROPOSED 8"x (2) - 8" G.V. & (1 ANLEE ROAD PROFILE `) c� ~ (DESIGN SPEED=25 MPH) N J �--i ID c 01 IZI- PVI ELEV: +6 -75 W C ) PVI ELEV:667.75 10+00 10+50 11+00 11+50 12+00 12+50 � C5) K 5375 BARKLEY VIEW COURT PROFILE LVC: 215.00 N Q LOW PT. STA:11+65.0o PROPOSED GRADE (TYP.) W LOW PT ELEV:668.82 (DESIGN SPEED=25 MPH) Q 0,�/ 0, 0 0, 0 PVI STA:14+00.00 PVI STA: 16+67.98 > L.L N o; PVI ELEV: 67z.45 PVI ELEV: 657.10 _ J o w N K:33.00 K:31.9z w Lvc:255.0o LVC:15o.0o J Q J U m U ,>,� HIGH PT. STA:13+38.49 LOW PT. STA:17+42.98 J z _ 675 m w HIGH PT ELEV: 670.56 LOW PT ELEV: 656.32 675 1- 4 ILL IL O LC F1 w LL r�7� z z 7771/ O I� Q F� W�Q Y LLJ O6 ul � J J Q Q z6 w O O J '� J w Q Q O ry 0 < O�/ V ct. u�� N z W �J wID W U) 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+00 18+50 19+0o JOB NO. ARBOLEDA DRIVE PROFILE 112066 SCALE (DESIGN SPEED=25 MPH) 1" = 501 SHEET NO. 0 12 BLOW -OFF INTERSECTION OF ANLEE ROAD (STA.11+3z) m m m N K: z3.83 K: y .76 w/ PARK RIDGE DRIVE (STA.1z+g2) � ^ � LVC: 50.0o LVC: o.00 D (STA. 10+00) + + � HIGH PT. STA: HIGH PT. STA: (STA. N ,D w � ,;� HIGH PT ELEV: 66 .zy HIGH PT ELEV: 66z.67 � 675 U> V � O .t O N O ^ O ci 675 m > w O N O N O� O� zl°off \ _z INTERSECTION OF ANLEE ROAD (STA.13+33) *� iO � 1O v, iO �, `O �O� w/ HUMBOLDT STREET (STA. 11+03) � w '' "' '' "� VDOT STD. CD-2- v > v > v > v > 2.0 9zq % PROPOSED GRADE (TYP. FILL (TYP.) m m w w m m w w 670 VDOT STD. CD-1 so � XISTING GRADE (TYPJ 670 0 PROPOSED STORM INTERSECTION OF ANLEE ROAD (STA. 1y+7z) SEWER CROSSING � w/MEYERS WAY (STA.1o+o0) I I 3.9' 665 PROPOSED SANITARY�Q I 3�5MI � 665 SEWER CROSSING 8] I PROPOSED 8"x6" TEE w/ 3��oi PROPOSED 8"x8"TEE (z) - 8" G.V. & (1) - 6" G.V. w/ (3) - g" G.V. ND ROAD -STA. 16 � VDOT STD. CD-1 PROPOSED STORM 660 SEWER CROSSING 3.4' z3' FILL TY .) 660 8oA PROPOSED 8" CL. 5z DI WATERLINE PROPOSED SANITARY SEWER CROSSING 655 PROPOSED FIREI HYDRANT PROPOSED 8"x6" REDUCER ]6C 655 ASSEMBLY w/ 8"x6" TEE PROPOSED 6" CL. 5z � DI WATERLINE ]6A PROPOSED STORM PROPOSED 6" 90° BEND TO PROPOSED STORM SEWER CROSSING MEYERS WAY WATERLINE SEWER CROSSING 65Q 650 PROPOSED STORM SEWER CROSSING PROPOSED SANITARY SEWER CROSSING 645 i 645 00 ci M M N p ry ^ N ri O ci O � � O ci � O V, � ci cl � Ol Ol ^ OD CO O ^ ^ � M ^ M M ^ N •i ^ rl Ol l0 O ^ �O � l0 l0 � V1 l0 � � lD � M lD ,y rl lD � Ol Vl � ^ ^ ^ ^ ^ ^ � � � � � � � '0^. � '°^. �+ PVI STA:1o+80.00 0 � o m N �p n �p PVI ELEV: 666.13 o iO o iD K: z6.o3 N 1D .+i `O v � � LVC: 55.00 � v � � j m 675 j w LOW PT. STA: 1o+5z.5o U m U w 675 m w LOW PT ELEV: 66 8 m w O -BEGIN CUL-DE-SAC -STA. 11+68 � N N � �OPOSED GRADIE (TYP.) °wwENDROAD I -STA.12670�m [POR( w °i° 670 m -2.00 °ro T (STA. 10+00) VDOT STD. CD-1 611 MCI I L T E (STA. 15+z6) 665 665 2.0°°�° EXISTING GRADE (TYP.) PROPOSED INTERSECTION OF ARBOLEDA DRIVE (STA. 9+gS) °, � °, � a, � w/ PARK RIDGE DRIVE (STA. 20+y8) INTERSECTION OF ARBOLEDA DRIVE (STA. 1z+Sy) + 1O '" u.i + � w w °1 � + � 670 � °°� w/MEYERS WAY (STA.I6+SS) � j m PROPOSED AIR -RELEASE VALVE � > w > > 670 � > > - ILL(TYPJ w - VDOT STD. CD-1 VDOT STD. CD-1 INTERSECTION OF ARBOLEDA DRIVE (STA.15+z6) PROPOSED 8" CL. 5z DI WATERLINE 3�5 MIN. \ w/ BARKLEY VIEW COURT (STA. 10+00) VDOT STD. CD-z � 665 665 PROPOSED 8"x8"TEE w/ (3) - 8" G.V. 4.9� 38� 1�3 4�3' y:g' PROPOSED FIRE ASSEMBLY w/ HYDRANT 8"x6" TEE S. VDOT STD. CD-1 2.8' 5zA 35 660 PROPOSED 8"x6" TEE w/ 660 (2) - 8" G.V. & (1) - 6" G.V. VDOT STD. CD-1 TIE -INTO _ EXISTING ARBOLEDA 53 PROPOSED STORM DRIVE PAVEMENT- STA.18+zg 47 SEWER CROSSING PROPOSED SEWER STORM CROSSING PROPOSED STORM 5 OA F L (YP.) � EXISTING 655 SEWER CROSSING PROPOSED STORM PROPOSED 8"x6" TEE w/ _1 ° � ROAD GRADE 655 SEWER CROSSING (z) - 8" G.V. & (1) - 6" G.V. \ PROPOSED SANITARY PROPOSED STORM XISTING GRADE (TYP.) SEWER CROSSING SEWER CROSSING PROPOSED 8" CL. Sz DI WATERLINE 1:1' 65o PROPOSED FIRE HYDRANT 3c,A ASSEMBLY w/ 8"x6" TEE TIE -INTO EXISTING PROPOSED STORM 8" DI WATERLINE SEWER CROSSING EXISTING 8" DI WATERLINE 645 645 O L!1 O O L!1 O � rl N � S °° � S Ol �`! O1 .t O M M O S Vl O W Ol W ^ 1O O O � I� l!1 � l0 O O N M � .t 1p O � V1 ry QD .t ^ M N ry V, 'i ^ rl ^ cl O ^ � °° l0 � °° l0 � W l0 � °° lD � O ^ � O ^ O O ^ � °0 l0 � 1� 1p � M lD ,�:� DD Ll1 cl �t � V1 ^ l0 � t0 � � N � ^ ^ � � � � ^ ^ � � � � � � f e PVI STA:11+1z.00 PVI ELEV: 674.10 K: -4o.i1 LVC: 1go.00 INTERSECTION OF LEEHAM COURT (STA. 14+99) LOW P . STA:11+46.78 w/ LEEHAM STREET (STA.11+3z) LOW P T ELEV: 675.40 68 5 0° N° �00 o EXISTING GRADE (TYP. G8 5 ° v> w Lu > > m w m 680 BEGIN ROAD - STA. 1o+io INTERSECTION OF LEEHAM COURT (STA. 11+47) 68o w/ANLEE ROAD (STA. io+oo) 200 -43 % \ / PROPOSED SANITARY 675 SEWER CROSSING 675 VDOT STD. CD-z V PROPOSED GRADE (TYP.) PROPOSED 6" DI WATERLINE CROSSING 670 A 670 STORM 7PROPOSED SEWER CROSSING 665 665 .t N 01 Ol F O I N 00 Ol 00 O .t O O00 ci W lD I� I� ttl n 1p n W n kD O 00 N 00 m W d' 00 00 d 01 00 0 tD lO ID ID lD tD tD lD � 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+So 15+oo HIGH PT STA:1o+6o.7g 680 HIGH PT ELEV: 665-44 PVI STA: 11+20.03 PVI STA:10+LLO.7q PVI ELEV: 665.g2 VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 It, HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. PVI STA: 10+21.00 PVI ELEV: 678.49 K: z.SO LVC: io.00 LOW PT. STA: 10+21.00 695 LOW PT ELEV. 678.54 Hw U V > 690 �> m 685 INTERSECTION OF LEEHAM STREET (STA. io+oo) w/ PARK RIDGE DRIVE (STA. 16+33) "? rn 00 N ko m w > I I U 20C PVI STA: 11+20.00 PVI ELEV: 680.47 K: z6.41 LVC:1z8.00 LOW PT. STA:10+56.00 LOW PT ELEV: 67q.1q �v>Lu m VDOT STD. CD-1 PROPOSED GRADE (TYP.)- DF LEEHAM STREET (STA.11+3z) w/ LEEHAM COURT (STA.14+99)� (TYP NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 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 zS AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: i. ALL FILL TO BE PLACED AT 9S%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: 692.94 HIGH PT ELEV: 6go.44 N ° 1pll OR V1 It 'Y v ci Ol W rn N rn N + 00 00 +LLi 00) N W +cmi 1p o o D m rl W m >�yV w>m > amr 00 m >W o m w N ui 2$ 0 u w URE ROAD GRADE CONSTRUCTION - STA.1z+43 TYPE A BLOW -OFF ASSEMB 695 SCOTT /R. Cl9LLINS Lic. No. 035791 4/5/22 �S'SIONAL E�C'l J Q m Z N O F_ U) a °C Z z w m 00r H O J vI En � w H` a / 0 U) w (7 Fz z O = w in U Lu > 3 O ce 0- Q Z w U N w Oz 0- a z w w O LU w cn z a � o N 685 I Lu I�lo N o 0 0 680 �� 68A 68o SEWER CROSSING -2.00% 0.-VDOT STD. CD-2 PROPOSED 8" I22.51 BEND PROPOSED 8" 22.5° BEND 675 1\_PROPOSED FIRE HYDRANT 675 1' ASSEMBLY w/ 8"x6" TEE PROPOSED ROPOSED 8" 45° BEND 8"x8" TEE w/. (3) - 8" G.V. 64A PROPOSED STW ORM ROPOSED 8" CL. Sz DI ATERLINE 670 SEWER CROSSING I 670 Il�H co O^ 00 f O n rl O 00 'i 0) O cNi O 00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 HIGH PT STA:14+08.80 HIGH PT ELEV: 668.72 PVI STA:14+26.47 PVI ELEV:668.gq LEEHAM STREET PROFILE (DESIGN SPEED=25 MPH) ME PVI ELEV:6 5.04 :331 K:17.34 PVI STA: 16+66.38 K:13.3 LVC: io.00 LVC:70.00 IPVISTA: 15+z8. o PVI ELEV: 667.29 LVC:40. o LOW PT. STA: 11+z1. z PVI ELEV: 665. o K: 10.00 LO PT ELEV:66� 5 5 o, K: z6.o1 VC:1o.00 675 m o � a O a o In o 0 o m XISTING GRADE (TYP.) o 00 +'D � � + ko LVC: 105.00 LOW �T. STA: 16+61. 31 8 675 N m o _ M LOW PT ELEV: 667.21 > v W LOW PT ELEV: 665.30 y N m m O O '� lD N lD U U v N w > 0i N W p m > m > w > 0i> PROPOSED GRADE (TYP.) m "� �pn pn �pn a +^ m w m > w "' U) �o ° 000 w +IJj„IJj a w `N w ECTION OF HUMBOLDT STREET (STA. 11+03) > `i w 670 w/ ANLEE ROAD (STA. 13+33) ~ ~ m > > m > > w w INTERSECTION OF _ m w wHASTINGS COUF _ _ -BEGIN ROAD - STA. io+oo \ 1.00% j2O'oq665 665 z77 00% -3' 4% ' 3�5MI z.00 o VDOT STD. CD-z FILL (TY SPoao VDOT STD. CD-2 � VDOT STD. CD-1 �i / / PROPOSED 8"x6" TEE w/ 4.2 PROPOSED 6" go' BEND TO 66o (z) - 8" G.V. & (1) - 6" G.V. FIRE HYDRANT ASSEMBLY 66o 43' - 82C $3 PROPOSED 6" CL. Sz DI WATERLINE 44E PROPOSED SANITARY PROPOSED STORM I PROPOSED STORM PROPOSED STORM 655 SEWER CROSSING SEWER CROSSING SEWER CROSSING SEWER CROSSING 655 N O ID O 00 In ri N N LD N 00 N N N 1� N N M N Dl n N Ol N O N n m N '1 00 N O M n w rl Ltl t0 tD LD OD 10 w Ol to 01 w kD O n ri O n Dl � W H n 00 O n W 00 W �O 00 l0 6 CD � 6 M � � LD w LD LO w k � lD � l0 1O � w � lD W ID l0 �D ID t0 ID w w tD �D ID 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo HUMBOLDT STREET PROFILE (DESIGN SPEED=25 MPH) 16+50 17+00 iUMBOLDT STREET (STA.16+81) :T (STA. 11+26) 0 z Cn Z '` �- CY) I --I 06 CV H WCD T VJ Q W" col,�/ Lu J ILL, Q J z LL LL. O L9w ~� LLJ z_j ~ z 0� W J U < Lu W � 2 Y � � Lu ul J 06 J 0 co Q wLu O O LL Jy~ Q LLJ I..L < p V 0. U CD N z �w LuJ w W CO) _ O_ in JOB NO. 112066 SCALE 111 _ 5O1 SHEET NO. 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 INVIN: IN:6T0 hH-31 oMl-g-Mo-4INVIN:659.95TOEXINV 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-g-6 STA:8+27.71 R I M:66g.i8 INV IN: 662.83 TO EX-MH-Foothill-9-7 INV OUT: 662.75 TO EX-MH-Foothill-g-5 EX-MH-GLNBRK-6-1 STA:11+28.46 RIM:671.73 INV IN: 665.94TO MH-24 INV OUT: 665.74TO EX-MH-Foothill-9-7 M H-24 STA:12+30.07 RIM:672.00 INV OUT: 667.00 TO EX-MH-Glnbrk-6-1 675 MH-3oA ` _ l EX-MH-FOOTHILL-9-7 STA:4+94.27 MODIFIED RIM STA:8+8a.98 RIM:666.25 /i ELEVATION RIM:668.36 INV IN: 659-45 TO MH-3oB INV IN: 663.57 TO EX-MH-Glnbrk-6-1 - 670 INV OUT: 659.25 TO MH-30 INV OUT: 66335 TO - EX-MH-Foothill-9-6- i 670 MH-30 STA:2+35.8o RIM:655.50 - - - - / 8" SDR-26 PVC INV IN: 648.53 TO MH-30A PROPOSED GRADE (TYP. PROPOSED 8" DI i u 97.61 LF 1.09 INV OUT: 64833 TO EX-MH-Foothill-g-z WATERLINE CROSSING I I SH 665 / i 2.SDR-a6PV �4a,48 LF t7a o.89% ---- ---------- --- ---- 66 5 EX-MWFOOTHILL-9-2 - / 8" SDR a6 PVC - ----- - / / 3:2' -- ---------- - ------ -------- STA:1+3z.o6 PROPOSED 6" DI / i 8" SDR 26PVC 1oz.84 LF 0.850/0 r__- -- 1 ----1r_- ------- TIE-IN TO EXISTING SANITARY RIM: }-1 3 WATERLINE CROSSING / 81. S g" SDR-26 PVC 87 ° 64LF C 1.a�/0 64 LF L -_ L�_ _----- -- i____ ---� SEWER MANHOLE INV IN: 644-74 TO EX-MH-Foothill-9-3 / / LF Qa o.59°� �_-- _-- _ _---I-J 0.7- ___ V8.. 660 INV IN: 644 74 TO MH-3o ] EXISTING GRADE (TYP.) 7 __- ------ zDR- 6 P1 660 INV OUT: 644-47 TO EX-MH-Foothill-g-1 5 7 @ oc 3 _ _ 8" SDR-26 PVC 52C MODIFIED RIM ELEVATION z 0.7 50.7o LF @o.59% 655 / - ' J ^ r _ PROPOSED STORM SEWER cRosswG 655 _ _ _ EX-MH-FOOTHILL-g-i / 3.5' MIN. v 45 PROPOSED STORM STA:o+oo.00 SDR-y6P�2y/0 @ SEWER CROSSING RIM:644.63 4i \F 650 INV IN: 639.27TO EX- MH-Foothill-g-2 / I.SI+Al EX-MH-FOOTHILL-9-3 T0� 650 / NA BE REMOVED AND REPLACED - / / PROPOSED STORM / SEWER CROSSING -- - --- --- 645 / / s'sD F2� 3v6 °b - - -------- 645 / /`J 4 SDRz6Q6°6%' -' EXISTING 8" SANITARY SEWER TO BE REMOVED AND REPLACED 640 ;;-'' 640 ,,- LJ 635 635 ei O .t O N d d Ol 00 S O0 M � 'i Co 00 N 00 m to 0 f n ri �D Co QD O O O W O '1 H Ol Ln H M O O M O O N N m O '1 O O '1 O O O Ol N y �t �1' w 1 N V1 to6 to w Ln n lL0n in NIn Ln l00 t0 �06 It ' 'i On O cn O O O O O 1� O 0 D ' 0+00 0+50 1+00 1+So 2+00 2+50 3+00 3+50 i75 67! 670 665 ••• 655 MH'31 7H-3oB STA:2+36.26 TA:o+oo. oo R I M:668.26 IM:667.43 EXISTING GRADE (TYP.) INV OUT: 662.5o TC IVIN: 659.95TO MH-31 1 670 JV IN: 059.95 TO EX-MH-Foothill-9-4 JV OUT: 659.75 TO MH-3oA - - - - - ------------ / PROPOSED GRADE (TYPI.) 4'2' / / g" SDR-26 PVl % �3a.a6 LF� !OPOSEDSTORM :WER CROSSING 0) °m 0m I� n co m O M N S n 00 00 ri w ^ ko w W ID 0+00 0+50 1+00 1+50 2+00 2+50 MH-31- MH-3oB PROFILE 665 655 MH-3oB N ro N m r*i 66o 0 0 .m O O �0 F-�� 0 0 o O 0Ln�koZ) O N 0 l0 l0 655 X < > > 7 W Ln 0 ZZ W 650 I i 645 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo PROPOSED GRADE (TYP 3�5' MIN S•c,ORF�3.3% S 1p N N ci � N N M M 6 0+00 0+50 1+00 1+50 MH-24 - EX-MH-Foothill-g-1 PROFILE 0 t 0 0 LL x W O N In r 0 kO o, � .. N + Ln M ! `P O _<> `i 66o 1 2+00 [MI-1-32- EX-MH-Foothill-lo-1 PROFILE 655 65o (TYP.) 645 VERTICAL GRAPHIC SCALE 2.5 5 10 IN FEET I inch = 5 It, HORIZONTAL GRAPHIC SCALE 200 ( IN FEET ) I inch = 50 ft. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.o3G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 8+5o 9+00 9+So 10+00 10+50 11+00 11+50 12+00 12+50 MH-29 71; STA:4+5438 67 -I MH-27 I MH-28 INV OUT: 664.83TO RIM:671. MH- STA:z+59.85 STA:3+6i.44 RIM-66533 RIM:668.83 INV IN: 657.53TO MH-28 INV IN:662.53TO MH-2g 670 INV OUT: 657.3- TO MH-z6A INV OUT: 662.33 TO MH-27 MH-z6A STA:1+79.27 PROPOSED INV RIM:66o.08 IN: 652.20 TO MH-27 GRADE (TYP.) INV OUT: 652.00 TO MH-26 665 MH-26 STA:0+97.76 / RIM:65733 INV IN: 65o.7o 0 _ '^S"SDF�zvS% INV0UT 650.SoTOEX-MHzz /// EXISTING1 EX-MH-22G / GRADE (TYP.) 88.94 66o STA:o+oo.00 / C EX. RIM:656.85 / So y0/0 INV IN: 649.78 TO MH-26 / a.SD F Cy R'9 EX. INV OUT=649.58 / 5g\ 93 655 J PROPOSED YARD ry6Q le 0 DRAIN CROSSING (6SD F �6 650 i I I 'SDR26PVC B' 68ob 670 665 655 65o 8" SDR 26 PVC 77,51 LF C 1. 93.76 LF Qa 0.77% TIE-IN TO EXISTING SANITARY 645 SEWER MANHOLE 645 .t a) . ri m n Ol N . 0N0 S N 1. N . ^ N n �n 0 ID �w LnLn l0 to t0 l0 ID l� lO 0+00 0+50 1+00 1+50 2+00 2+So 3+00 3+50 4+00 4+50 MH-29 - EX-MH-22 PROFILE SCOTT/R. CLSLLINS Lic. No. 035791 0vp 4/5/22 �`S'SIONAL Ln z w o k ¢ W f j Q F z Q O. 0 w oi5 z U W 1n 0 w o g oU (D > a Z z g � L n O o D a= O p ¢ W Z 0J Q ¢ K W ¢ Lu W Ln Z d Q W > c 0 Q 0 L W Lu ¢ w Z d o Lu ND N O O O 0 a J TT VJ z J N I- W N O ozS WNO > oC ZJ J Q Vl Lu LL � � zO � Lu LLI W=<L U = Y � � w u ~ J ~ u) 1 z z� W 0 0� 0 J '� � 0 < 0 C� p[ U®m o z �w Uw J w CL w_ a U) JOB NO. 112066 SCALE 111 = 501 SHEET NO. 14 EX-M H-FOOTHILL-9-4 STA:o+oo.00 RIM:6}}88 670.00 INV IN: 66o.65 TO EX-MH-21F INV IN: 66o.65 TO MH-45 680 INV OUT: 66o.4o TO EX-MH-igF 68o XISTING GRADE (TYP.) M H-45 STA:0+75.82 RIM:674.25 675 \ INV OUT: 665.00 TO EX-MH-Foothill-9-4 MODIFIED RIM ELEVATION i1i ROPOSED GRADE (TYP.) 670 670 PROPOSED 811 DI 57 WATERLINE CROSSING 3' PROPOSED YARD DRAIN CROSSING 665 TIE -INTO EXISTING SANITARY $ 0��b060)° SEWER MANHOLE IF 66o �yay 66o o m a Oq D �0 0+00 0+50 1+00 MH-45 - EX-MH-Foothill-9-4 PROFILE MH-35 STA:4+52.66 R I M:665.83 INV IN: 657.7o TO MH-36 INV IN: 657.7o TO MH-38 INV OUT: 657.5o TO MH-34 670 665 ... VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 1 ( IN FEET ) f inch = 5 It, 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: 659.17TO MH-35 EXISTING GRADE (TYP 83 8" SDR-26 PVC PROPOSED STORM 655 94-57 LF @a 1.55% SEWER CROSSING GRADE (TYP.) 8" SDRF--26 PVC 178.65 20 N � o m 00 0+00 0+50 1+00 1+50 2+00 2+50 MH-39 - MH-35 PROFILE 675 MH-36 STA:6+8i.03 R I M:673.50 INV IN: 662.53 TO MH-40 INV IN: 662.53 TO MH-37 INV OUT: 662.33 TO MH-35 MH-37 STA:7+29.16 RIM:673.00 INV OUT: 666.00 TO MH-36 MH-35 STA:4+52.66 RIM:665.83 INV IN: 657.70To MH-36 - 670 PROPOSED GRADE (TYP. INV IN: 657.70TO MH-38 670 _ INV OUT: 657.5o TO MH-34 PROPOSED 8" DI _ WATERLINE CROSSING PROPOSEDSTORI 665 EX-MH-FOOTHILL-io-i MH-34 SEWER CROSSING 8 665 STA:o+oo.00 STA:1+91.79 RIM:655'83 � RIM:652.45 INV IN: 646.5o TO MH-33 INV IN: 648.2oTO MH-35 8" SDR-z6 PVC INV IN: 646.5oTO MH-32 INV OUT: 648.00 TO MH-33 i r PROPOSED STORM 26pvc 1. ' 7 44.13 LF Qa 7.86% EX. INV OUT: 6y6.3o SEWER CROSSING 8" SO F Z,o6°70 660 z2437 660 MH-33 / PROPOSED STORM 8oA 6 53� 9 � SEWER CROSSING R I M:654.00 1.0, INV IN: 647.2oTO MH-34 655 INV OUT: 647.00 TO EX-MH-Foothill-3.0-1 --- 6P vC 655 /-, XISTING GRADE (TYP.) 12.3 65o I I 8" SDR-z6 PVC LF Qa o.6o% 65o 8"SDR-z6 PVC 49.69 LF Qa im% 134.10 645 L TIE-IN TO EXISTING SANITARY SEWER MANHOLE 645 1 OD M d M O 00 �t Chi � M 01 O� Ol N O ^ O O I� N M 3 3 l0 O ,y N + .t n L, N � Ol C6 O O N N N N Mko 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 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 i' 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 RIM:668.o8 INV OUT: 661.o8 TO MH-38 1 670 1 3+00 INV IN: 61 INV IN: 6 665 INV OUT: 6 ... 655 695 MH-37 - EX-MH-Foothill :Lo-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. 6+5o 7+00 7+50 • • s MH-44 STA:5+32.97 MH-43 RIM:688.00 STA:4+17.84 INV OUT: 68i.00 TO 690 MH-40 STA:0+45.o8 RI M:680.83 INV IN: 675.03TO MH-44 INV OUT: 674.83 TO MH-42 690 MH-42 R I M:673.33 INV IN: 666.53 TO MH-41 STA: z+7z.9 z INV OUT: 666.33 TO MH-36 RIM:6 z 77'9 INV IN: 672.12 TO MH-43 685 INV OUT: 671.92 TO MH-41 685 MH-41 STA:1+z7.09 RIM:675.o8 MH-36 INV IN: 669.28 TO MH-42 - S INV OUT: 669.o8 TO MH-4o �' {XISTING GRADE RAM 67o.00 i2.53TOMH-40 ' ' (TYP.) �L o y.-- I° 680 52.53 TO MH-37 52.33 TO MH-35 r y1 675 675 PROPOSED GRADE (TYP.)- SDR-26? 92 LF C 9 °70 140 SDR- 6 PV 60/0 .1"'670 9zA 141.83 LF C� 670 PROPOSED STORM SEWER CROSSING 1.1' ,4c g, SDR 26 F P3.21% 665 �8 p2� 665 8" SDR-26 PVC 66o 41.o8 LF @a 9.25% 66o rl It O I� n ry .! N O 1� O ^ O Ln O �On O n m M l0 I S n ID O 00 ^ N 00 N F 00 00 .t 00 Ol .t W O .t 00 'D ,;1 .t Woo 'D y1 l0 W � LD W k l0 l0 lD l0 l0 <0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH-44 - MH-36 PROFILE 4+00 4+50 5+00 5+50 A H-43 SCOTT /R. C'86UINS Lic. No. 035791 , 4/5/22 �`rStONAL IF z w o m Q w Co Q U) z z z O °z w O = Un U � j z ' 0 O ce g V/ 0� z � g Q Z w r C z 0 Q 0 J O Lu oLu Of Q H O F W a- w LL V) w 0 wo ° ¢ W z a Q w > 0 o N W J a > Lu Q w z a w w w Lu I C N O O O O z Lu C� m J CV 1_- LL Cz wN O Q N W O _ J J Q J z J O w W O I~ -I 0/ w W < W _ Q U 2 Lf) � w u l J � _j I' --I Q W O 0� O LL w `Q i N LL Q p C) CD �p N z �w ^J w a U) JOB NO. 112066 SCALE 111 = 501 SHEET NO. PROPOSE SERVICE L PROPOSED GRADE (TYP.)- STR:38 VDOT STD. DI-3C (L=6') EXISTING GRADE (TYP. TP=665.67 INV IN: 659.68 TO 38B STR:36 VDOT STD. DI-3B (L=1o') INV OUT: 659.58 TO 36 TP=668.o8 STR:38B VDOT STD. DI-313 (L=12') INV IN: 65935 TO 38 TP=666.92 INV OUT: 659 z5 TO 3oB INV IN: 66o.02 TO 38D STR:3oB VDOT STD. MH INV OUT: 659.92 TO 38 TP=667.33 STR:38D VDOT STD. DI-31B (L=14') INV IN: 649.02 TO 32 TP=666.92 INV IN: 659.00 TO 36 INV OUT: 66o.25 TO 38B INV IN: 66333 TO RF-1 INV OUT: 648.92 TO 30 - - 665 665 PROPOSED 8" DI PROPOSED 6" DI WATERLINE CROSSING 261 1.0' WATERLINE CROSSING 66o 660 15" RCP 32.69 LF (7a 0.70% 655 71511RCP 41.07 LF Qa o.58% 655 15" RCP 7 41.02 LF Qe o.56% 15" RCP 650 45.i5 LF Qa o.55% 650 645 645 �ID DID M Coo6 ww �ID O N �� �� w� O 'D �6 �D �b l0 0+00 0+50 1+00 1+50 STR-38D - STR-3oB PROFILE STR:82 VDOT STD. DI-3B (L=8') TP=666.17 INV IN: 655-43 TO 84 INV IN: 656.67 TO 82B 6 INV IN: 661.5o TO RF-17 75 675 INV OUT: 65533 TO 80 STR:82B VDOT STD. DI-3B (L=6') STR:82D VDOT TP=667.42 TP=667.42 INV IN- 657.6oTO82D INVIN:663.00T INV IN: 663.0oTO RF-18 INV OUT: 65775 670 INV 01 670 EXISTING GRADE (TYP.) 665 665 ROPOSED GRADE (TYP.) PROPOSED E D SANITARY SEWER WATERLINE 4TERAL CROSSINGS PROPOSED 8" y.1 SANITARY SE1 66o 660 2.1' 1 655 15" RCP 15" 218.48 LF Qa 0.70% z7.66 RCP LF Qa o_54°h L STD. DI-3B (L=6') O ROOF-zo TO 82B WATE " DI _-ROSSING PVC VER CROSSING EXISTING GRADE (TYP.) 670 STR:7z6 VDOT S INV I INV IN INV OU .e.e 670 TD. DI-3C (L=6') 7 STR:72F VDOT STD. TP=663.00 TP=663.o8 N: 65z35 TO 74 INV OUT: 656.33 TO : 656.00 TO 72F T: 652.25 TO 66 72 5 ;ED GRADE (TYP.) 66o 66o PROPOSED 6" C WATERLINE CR 655 655 15" RCP 32.69 LF �a 1.o1% 650 650 m � t �^ 0 M ID DI-3C (L=6') zB EXISTING GRADE (TYP.) 0 H PROPOSED GRADE (TYP.) v o 0 0 STR:70 VDOT STD. DI-3C (L=6') o O TP=662.83 Ln o INV IN: 655.83T070B O o6 INVIN: 650-10TO70D > �� INV OUT: 65o.00 TO 40B m m p 0 .. 665 6 ° > ° 665 L„�zz 66o 66o I PROPOSED 6" DI DSSING WATERLINE CROSSING 1.1' 655 655 L15" RCP 32.68 LF Qa 2.05% 650 65o o+o0 0+50 STR-72F- STR-72B PROFILE STR:64 VDOT STD. DI-3B (L=y') TP-679.50 INV IN: 672.43 TO 64B INV IN: 673.67 TO 66 STR:8o VDOT STD. DI-3B (L=4') INV OUT: 672.33 TO 62 TP=665.92 STR:8oB VDOT STD. DI-3C (L=8') INV IN: 655.io TO 82 TP=662.92 680 INV IN: 657.83TO8oB INV IN: 658.6o TO 8oD 670 INV OUT: 655.00 TO 78 INV OUT: 658.5o TO 8o GRADE (TYP.) STR:8oD VDOT S -rEXISTING y - TP=663.50 PROPOSED GRADE (TYP.) INV IN: 658.85 T \ 665 INV IN: 659.83 T _ INV OUT: 658�75 PROPOSED 8" DI RLINE CROSSING 15" RCP 660 118.69 LF Qa o.56% 660 z.z' 15" RCP 26.02 LF @a 0.58% 655 PROPOSED 8" PVC 655 SANITARY SEWER CROSSING m I ry m 00 m w� DL 0 �m w � i� 0+00 0+50 1+00 1+50 STR-82D - STR-82 PROFILE o It m a�0 Ln O000 p� � Ln LA 670 o Ln �w . STR:56 VDOT STD. DI-3B (L=8') TP=67z.5o INV IN: 66535 TO 58 INV IN: 665.35TO 56B INV OUT: 665.25 TO 52D )POSED GRADE (TYP.) 't u iO 1p 10 � ID Z Z Z 0 STR:56B VDOT STD. DI-3B (L=16') F z z z z TP=67z.5o INV OUT: 665.75 TO 56 665 670 670 ;TING GRADE (TYP. PROPOSED 8" WATERLINE Cl 665 665 15" RCP 39.7o LF @a 1.00% 66o 66o N N ID w 0+00 0+50 STR-56B - STR-56 PROFILE PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 66o TD. DI-3B (L=8') PROPOSED GRADE (Tti o YD-10 675 O RF-16 TO 8oB 0+00 0+50 1+00 1+50 STR-8oD - STR-8o PROFILE PROPOSED GRADE (TYP.) STR:44D VDOT STD. DI-3C (L=8') TP=666.4z STR:44B VDOT STD. MH INV IN: 658.77TO44F TP=667.o8 INV IN: 662.5oTO RF-6 tIN658.02TO44D INV OUT: 658.67TO 44B T: 657.92 TO 44 670 STR:44F VDOT STD. DI-3C (L=8') ,TP=666.4z INV IN: 662.00 TO YD-8 - - INV OUT: 658.92 TO 44D PROPOSED 8" PVC 665 ITARY SEWER CROSSING �0191 PROPOSE w, 645 645 o m � N 0+00 O+So STR-7oB - STR-70 PROFILE EXISTING GRADE (TYP.) 670 STR:3oB VDOT STD. MH TP=667.33 INV IN: 649.02 TO 32 INV IN: 659.00 TO 36� INV IN: 66333 TO RF-1 I IJ\/ (L IT. C . O .... Tn �.. 670 ..-.---- ... �.. STR:32 VDOT STD. DI-31B (L=12') TP=664.00 PROPOSED GRADE (TYP.) INV IN: 649•52 TO 34 665 Y/ INV OUT: 649.4z TO 3oB 665 STR:34 VDOT STD. DI-3B (L=1o') STR:34B VDOT STD. DI-313 (L= STR:3o EXISTING VDOT STD. DI-3B TP=657.33 TP=657.z5 TP=6 INV IN: 65o•35TO34B INV IN: 65z.5oTOYD-6 54-50 Z INV OUT: 65o.25 TO z INV IN: 648.25 TO 3oB 3 INV OUT:65o.58T034 66o INV OUT: 646.00TO 66o i / PROPOSED 6" DI ILL 655 / WATERLINE CROSSING (TYP.) 655 PROPOSED 8" DI EXISTING GRADE (TYP. /l WATERLINE CROSSING f 2.8 1.1' 65o 65o D VDOT STD. ES-1 �- 15" RCP RIPRAP OUTFACE / 73-18.08 18" RCP 15 RCP 6y% 1.46.79 LF �a o.50% 15" RCP / ° 6z.95 LF C 33•01 LF Qa 0.70% LF Ala 0.57% 645 // 645 J RLP 6°% PROPOSED 8" SANITARY y F 6.5 SEWER CROSSING V ay 16 640 NV.OUTI=64z.z5 640 o ,`^ In m In0 o ID00 N 00 L!1 N Cj l0 6 S Liko 'D) N Vl M ^ V1 6 0+00 0+50 1+00 685 0+00 0+50 1+00 685 STR:64B VDOT STD. DI-3B (L=8') NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH TP=679.67 OF 4' OR GREATER SHALL HAVE STEPS IN INV OUT: 673.00 TO 64 ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 680 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN PROPOSED 8" DI THE 2oo8 ROAD AND BRIDGE STANDARDS. WATERLINE CROSSING 675 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. L15" RCP 670 28.61 LF �a 1.99% 670 M Ln vi N m 00 rl o 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 i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. STR-64B+oSTR-64 PROFILE STR:44VDOT STD. DI-3B(L=6') TP=665-75 INV IN: 657.5o TO 44B STR:4z VDOT STD. MH INV IN: 654.100 TO 46 INV IN: 661.5oT0 RF-5 TP=664.58 INV OUT: 6 INV IN: 653.85 TO 44 5400T04z INV OUT: 653-75 TO 4o J3 675 o L It a0 = m r 0~ a�O F 670 o F- o � � � o0 goo > �H O m 0110 w tD O� .. ..p v~iHZZ i • More WATERLINE C 15"RCP 655 18" RCP 15" RCP 118.77 LF Qa o.55% z7.81 LF dal 0.54% 655 76.58 LF Qa 0.55% 655 PROPOSED VDOT STD. ES-1 w/ RIPRAP OUTFALL� EXISTING GRADE (TYP.) 650 650 650 INV. OUT=648.00^ M O m Ito co N / 64500 0 ID kD ID ID O 0+00 0+50 1+00 1+50 2+00 2+50 N 1 STR-44D - STR-44F PROFILE O+00 .�ZZp H d>>> U)�zzz POSED 8" DI E CROSSING D 8" SANITAR BOSSING Lao" RCP 7' 44-4o LF Qa 0.52% 3o" RCP 19.13 LF @ 0.78% 36" RCP 58.78 LF @a 1.28% 36" RCP 42.46 LF Qa 1.77% M T N M 01 rl io 06 00 �o 00 �o 0 0+50 1+00 1+50 2+00 EO) SCOTT/R. C'&LLINS Lic. No. 035791 1.0 4/5/22w4 �SSIONAL E�G� z z w x O r w j Q Z Q O 1n °t u ,zu o Z o � (A > V a Z Z g � (n Z F- O 0 p Q p O J o ce a Z O F ,V a w li ,Nw p p Q V) j w °� ¢ w n > z 0- 0 m p < a p W ' z Z ii lL W > uj 1 0 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 = STR-3oB - SWM PROFILE fJ,J N N N N N U 7 Co m m \ m m U VDOT STD. DI-3B (L=6') PROPOSED GRADE (TYP.) 0)CD+ N N .\-I o N N 0 O It 0 O ° 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. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. STR:5o VDOT STD. DI-3C (L=8') TP=668.9z INV IN: 658.02 TO 5oB INV IN: 66433 TO YD-7 INV OUT: 657.92 TO 48 0 50 d d m m m m �p, mS��0 ~ p-m p u� 0 puN0 n�OOo 00,uE 1n OoLn IT�, N06 O 1p 0 lm!�°O ? l 0 MN 0W > C;) >> m�ko� > d) �H I tz0 mo �1D1O� nwwzzp w II>> v1�ZZ0 K>>> v~i H?? F 1, >>> U)) f,- z z z ~ WATERLINE CROSSING LF @a 0.55% 3o" RCP 64.49 LF Qa 0.50% -EXISTING GRADE (TYP.) STING 8" PVC SANITARY SEWER CROSSING z4'RCP 75 76 LF Qa 0.530/0 30" RCP 64.36 LF Qa o.So% 3o" RCP 32.68 LF @a 0.70% STR 54D - 5 M PR FILE TP=669.33 0 INV IN: 662.17TO 5zB STR:52B VDOT STD. DI-36 (L=6') INV IN: 658-77 TO 52D TP=669.33 INV OUT: 658.67 TO 5oB INV OUT: 66z.5o TO 5z EXIS PR o WATERLIN 200 TING GRADE (TYP. FILL (TYP.) 665 665 In OPOSED 8" DI 1.2' E CROSSING 66o 66o 15" RCP 32.68 LF Qa i.00% 655 655 O N m 0 Q v ZM C M I --I u V! 0 N � o d, o 0 NC Woo ° N W Q O a > o c J o LuL J Q u1 ° J z 0+00 0+50 ® ; I� Lu ° U- J o STR:5zDVDOTSTD.MH STR-52B -STR-52 PROFILEL9 , 0 0 TP=67o.35 STR:54B VDOT STD. DI-3C (L=10') 1~4 �/ 0 INV IN: 6 9.27TO54 TP=667.58 3 INV IN: 664.5oT056 INV IN:66z.00T054D O ~ :_ INV OUT: 659.17T0 52 PROPOSED GRADE (TYP.) INV OUT: 66o.67TO 54 0� Lu v W STR:54 VDOT STD. DI-3C (L=io') STR:54D VDOT STD. DI-7 = > a TP=667.58 TP=666.83 > v INV IN: 66o.43 TO 54B INV OUT: 662.5o TO 54B U = LJJ INV OUT: 660.33 TO 52D 670 Y 5 0 \ W / /1 N o _ _ V LE L PROPOSED 8" DI - ~ J O WATERLINE CROSSING Z) H ° z z_ PROPOSED 8" DI 665 = WATERLINE CROSSING Z z 4.3 w z z 1.0' w J 66o � V zy RCP 15 RCP U o o 20.53 LF Qa 2.43% 197.83 LF @a 0.54 /0 O O M . �0) O a W N O OOl 00 O 00 o0 oo oo 06 00 00 00 05 0 o 0 05 w W b w w ko w 10 ko w w LD w LD lfl w 2+50 3+00 3+50 4+00 4+50 5+00 S+So 6+oo 18" RCP J w o 39.66 LF o.6o% 655 O v 0 > a O U 0 o 65° u N z w E WJ u 0 � W o x ° 645 u' JOB NO. o 112066 0 N N N M W w � 'D � SCALE o kD W � � 'D 1„ - 5°, N 0 SHEET NO. 6+50 7+00 7+50 8+oo 16 WATERLINE CROSSING LF @a 0.55% 3o" RCP 64.49 LF Qa 0.50% -EXISTING GRADE (TYP.) STING 8" PVC SANITARY SEWER CROSSING z4'RCP 75 76 LF Qa 0.530/0 30" RCP 64.36 LF Qa o.So% 3o" RCP 32.68 LF @a 0.70% STR 54D - 5 M PR FILE TP=669.33 0 INV IN: 662.17TO 5zB STR:52B VDOT STD. DI-36 (L=6') INV IN: 658-77 TO 52D TP=669.33 INV OUT: 658.67 TO 5oB INV OUT: 66z.5o TO 5z EXIS PR o WATERLIN 200 TING GRADE (TYP. FILL (TYP.) 665 665 In OPOSED 8" DI 1.2' E CROSSING 66o 66o 15" RCP 32.68 LF Qa i.00% 655 655 O N m 0 Q v ZM C M I --I u V! 0 N � o d, o 0 NC Woo ° N W Q O a > o c J o LuL J Q u1 ° J z 0+00 0+50 ® ; I� Lu ° U- J o STR:5zDVDOTSTD.MH STR-52B -STR-52 PROFILEL9 , 0 0 TP=67o.35 STR:54B VDOT STD. DI-3C (L=10') 1~4 �/ 0 INV IN: 6 9.27TO54 TP=667.58 3 INV IN: 664.5oT056 INV IN:66z.00T054D O ~ :_ INV OUT: 659.17T0 52 PROPOSED GRADE (TYP.) INV OUT: 66o.67TO 54 0� Lu v W STR:54 VDOT STD. DI-3C (L=io') STR:54D VDOT STD. DI-7 = > a TP=667.58 TP=666.83 > v INV IN: 66o.43 TO 54B INV OUT: 662.5o TO 54B U = LJJ INV OUT: 660.33 TO 52D 670 Y 5 0 \ W / /1 N o _ _ V LE L PROPOSED 8" DI - ~ J O WATERLINE CROSSING Z) H ° z z_ PROPOSED 8" DI 665 = WATERLINE CROSSING Z z 4.3 w z z 1.0' w J 66o � V zy RCP 15 RCP U o o 20.53 LF Qa 2.43% 197.83 LF @a 0.54 /0 O O M . �0) O a W N O OOl 00 O 00 o0 oo oo 06 00 00 00 05 0 o 0 05 w W b w w ko w 10 ko w w LD w LD lfl w 2+50 3+00 3+50 4+00 4+50 5+00 S+So 6+oo 18" RCP J w o 39.66 LF o.6o% 655 O v 0 > a O U 0 o 65° u N z w E WJ u 0 � W o x ° 645 u' JOB NO. o 112066 0 N N N M W w � 'D � SCALE o kD W � � 'D 1„ - 5°, N 0 SHEET NO. 6+50 7+00 7+50 8+oo 16 0 Q v ZM C M I --I u V! 0 N � o d, o 0 NC Woo ° N W Q O a > o c J o LuL J Q u1 ° J z 0+00 0+50 ® ; I� Lu ° U- J o STR:5zDVDOTSTD.MH STR-52B -STR-52 PROFILEL9 , 0 0 TP=67o.35 STR:54B VDOT STD. DI-3C (L=10') 1~4 �/ 0 INV IN: 6 9.27TO54 TP=667.58 3 INV IN: 664.5oT056 INV IN:66z.00T054D O ~ :_ INV OUT: 659.17T0 52 PROPOSED GRADE (TYP.) INV OUT: 66o.67TO 54 0� Lu v W STR:54 VDOT STD. DI-3C (L=io') STR:54D VDOT STD. DI-7 = > a TP=667.58 TP=666.83 > v INV IN: 66o.43 TO 54B INV OUT: 662.5o TO 54B U = LJJ INV OUT: 660.33 TO 52D 670 Y 5 0 \ W / /1 N o _ _ V LE L PROPOSED 8" DI - ~ J O WATERLINE CROSSING Z) H ° z z_ PROPOSED 8" DI 665 = WATERLINE CROSSING Z z 4.3 w z z 1.0' w J 66o � V zy RCP 15 RCP U o o 20.53 LF Qa 2.43% 197.83 LF @a 0.54 /0 O O M . �0) O a W N O OOl 00 O 00 o0 oo oo 06 00 00 00 05 0 o 0 05 w W b w w ko w 10 ko w w LD w LD lfl w 2+50 3+00 3+50 4+00 4+50 5+00 S+So 6+oo 18" RCP J w o 39.66 LF o.6o% 655 O v 0 > a O U 0 o 65° u N z w E WJ u 0 � W o x ° 645 u' JOB NO. o 112066 0 N N N M W w � 'D � SCALE o kD W � � 'D 1„ - 5°, N 0 SHEET NO. 6+50 7+00 7+50 8+oo 16 J z 0+00 0+50 ® ; I� Lu ° U- J o STR:5zDVDOTSTD.MH STR-52B -STR-52 PROFILEL9 , 0 0 TP=67o.35 STR:54B VDOT STD. DI-3C (L=10') 1~4 �/ 0 INV IN: 6 9.27TO54 TP=667.58 3 INV IN: 664.5oT056 INV IN:66z.00T054D O ~ :_ INV OUT: 659.17T0 52 PROPOSED GRADE (TYP.) INV OUT: 66o.67TO 54 0� Lu v W STR:54 VDOT STD. DI-3C (L=io') STR:54D VDOT STD. DI-7 = > a TP=667.58 TP=666.83 > v INV IN: 66o.43 TO 54B INV OUT: 662.5o TO 54B U = LJJ INV OUT: 660.33 TO 52D 670 Y 5 0 \ W / /1 N o _ _ V LE L PROPOSED 8" DI - ~ J O WATERLINE CROSSING Z) H ° z z_ PROPOSED 8" DI 665 = WATERLINE CROSSING Z z 4.3 w z z 1.0' w J 66o � V zy RCP 15 RCP U o o 20.53 LF Qa 2.43% 197.83 LF @a 0.54 /0 O O M . �0) O a W N O OOl 00 O 00 o0 oo oo 06 00 00 00 05 0 o 0 05 w W b w w ko w 10 ko w w LD w LD lfl w 2+50 3+00 3+50 4+00 4+50 5+00 S+So 6+oo 18" RCP J w o 39.66 LF o.6o% 655 O v 0 > a O U 0 o 65° u N z w E WJ u 0 � W o x ° 645 u' JOB NO. o 112066 0 N N N M W w � 'D � SCALE o kD W � � 'D 1„ - 5°, N 0 SHEET NO. 6+50 7+00 7+50 8+oo 16 18" RCP J w o 39.66 LF o.6o% 655 O v 0 > a O U 0 o 65° u N z w E WJ u 0 � W o x ° 645 u' JOB NO. o 112066 0 N N N M W w � 'D � SCALE o kD W � � 'D 1„ - 5°, N 0 SHEET NO. 6+50 7+00 7+50 8+oo 16 STR:68 VDOT STD. DI-313 (L=8') STR:94 VDOT STD. DI-36 (L=8') o TP=688.00 TP=675.67 INV IN: 680.93 TO 68B STR:92 VDOT STD. DI-3C (L=6') INV IN: 670.35 TO 96 o m INV OUT: 680.83 TO 66 TP=674.00 INV IN: 671.5oTO RF-23 0 INV IN: 668.85T0 gzB INV OUT: 670.25T0 gzB J ^ ^ d INV OUT: 668.85 TO 92B 9 m p O STR:68B VDOT STD. DI-3B (L=ii 6 0 00 C0 m N p � OF TP=688.17 J d rn XISTING GRADE (TYP.) ^ p w w 0 o w 33 0o 11 m p -'t v~i -OF. � INV OUT: 681. TO 68 68 m o N m 68 W m m m Ln °° M ° 5 IIt-o om �° 5 0 o s W F s� N ry �� STR:go VDOT STD. DI (L=1o') mm m p a0 LL o o° 0 OF o STR:1oz VDOT STD. DI- B L=1o' m p N O p D p$CI) � 0D z= 0) O F 3( ) w > w_ O N p N N p �F F O O ,y i m 0 F Ln Q w w wF 1 II TP=6 N o 0i F O 1n F° O` , TP=6 8. z 74 75 rn - 0 0 o p n 7 9 5 STR:5zD VDOT STD. MH p O F ^ w r, Z Z O ">> 5 INV IN:66 z TO oB p NLL p mow° ~`^ ~ °� �� > ^ �O INV IN:674.92TOYD-12 a-ioO-O 0 a0�a u?--O LnFzz_ 7 5 9 F rn a 0 v~ O O o~o F0 0 m 6^ °p o r s o °° °- TP=67o.33 F O p F p m r w F o-»> o INV IN: 6 TO RF-z � F > w PROPOSED 8" DI INV IN: 670.0o TO YD-11 1n O 0 Ln F F o p o o , o^ .. o p 74 75 5 INV IN: 6 z TO STR: 8 VDOT STD. DI- B L=6' > rv^ O m^ 1n F z z z F F I > w F r w Z 0 59 7 54 5 3( ) F INV OUT: 667.0o TO 86 F m o^ O 0,0 N rn > F m w p ii INV OUT: 67z.83 TO zoo N o m w F N^ p 1.1' o m o p of o w w 0 0 Z >> INV IN: 664.5o TO 56 TP=675.50 O n o 00 .. p �` kD w z O _- WATERLINE CROSSING w-0 F a p mow w r` > , m A w > o w r O1 w ? ? O w II > > 1n F Z ? INV OUT: 659.s7 TO 5z INV IN: 668.oz TO 60 > �? o a O - ° 'F a 11 > > STR:86 VDOT STD. MH n ID ^ m w w� d II F a TP=673.0o rn ,+Z Z F rq Z Z vIL Z_ z Z_ n ~ z z 680 INV OUT: 667.gz TO 56 z =O / v~i F z z n ~ ? 68o INV IN: 663 43 TO 88 a O > > °> H a > > > I STR:56 VDOT STD. DI-36 (L=8') � Ln F z z INV IN: 666.6 TO o v~i F z z z n Z zz TP=67z.5o / INV OUT: 663.33 TO 84 - 75 _ PROPOSED GRADE (TYP.) 15 4• 28.o6 LF Qa 1.43/0 \ PROPOSED 6 INV IN: 66535 TO 58 J R �P0 15" RCP o GRADE (TYP.) INV IN: 66535 TO 56B / \ PROPOSED 8" DI 16LF INV OUT: 665.z5TO52D / WATERLINECROSSING FILL (TYP.) 675 i 675 PROPOSED 8" DI - WATERLINE CROSSING 15" RCP - _ - FILL RGP 5% 670 15' RCP % 105.z9 LF o.69% 670 (TYP.) z.o' 10 65,86 LF @ 1.37 EXISTING GRADE (TYP.'632 T RCP 24" RCP 1' z.738F C 1.15% 15" RCP 670 / 15' RCP 670 z7.97 LF Qa 1.18% 9 0 - - o 0 15" RCP 53-46 LF Qa 0.75 /° 1.07 / 66 18" RCP o 18" RCP 66 � RCP 9z.10 LF � 35.17 LF �a 1.36% 5 z3.91 LF Qa o.96 /a o 5 15 0 1 " RCP zo.1g LF Qa o.75/0 �4i.�3LF C 1.5z/° 4oa7 LF @a im% PROPOSED 8" PVC SANITARY SEWER CROSSING 665 RCP 665 18" RCP 18" RCP - 3 5 138 0o LF Qa 1.86% 660 39.8o LF @a 1.26% 36.45 LF Qa 1.iS% 660 TI.5'RCP PROPOSED SANITARY ,O00n O a M ry 00w 5 LF Qz.47% SEWER COSSING O w 00 00 66o 660 t t m In w r\ 00 00 w w � w w l0 to to l0 10 wkow kp w mMr, O) e,trr r\ w 0�l Ol m00 •i ,^t O Hrl 01r^l 7O N O O Ol Ol ,�00 w 06 N 00 't 6 O 6 6 00 n r r, 00 00 00 00 00w w 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 w w w w 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+00 5+50 6+oo 6+5o TP=663.50 SC )TT R. LINS Lie. No. 035791 0 4/5/22 �SSIONAL o En w U) (9 Q FO zQ OM°� zH w m i Um j z 3 p 0 E Z > U Z UU)F g �V)Z z r O o a O of ° a H O W a w LL N-' w 1z ¢ w twn > z a Of Q p > o a > p N WCe z�Lu INV IN: 6 1. TO zB STR:YD-7A 18 NYLOPLAST YARD INLET EXISTING GRADE TYP.) STR-68B -STR-52D PROFILE w C N � N C 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 m N N o INV IN: 659.5o TO RF-14 GRADE (TYP. TP=6 0 6 0 INV OUT:651.83T0714 ) INV IN:666.67TOYD-7C 79.5 7 675 INV OUT: 666.67 TO YD-7 NOTE ALL DRAINAGE STRUCTURES WITH A DEPTH INV IN: 672.43 TO 64B STR:64B VDOT STD. DI-3B (L=8') rn 0 N 0 N 0 v 0 EXISTING GRADE (TYP.) STR:72D VDOT STD. TP=663.4z 665 INV IN: 658.5oTO RF INV OUT: 656.75 TO 'PROPOSED GRADE (T 66o 66o PROPOSED 6" WATERLINE CR 655 655 15" RCP 32.81 LF Qa 1.28% 65o 65o o� w w m w w w STR:YD-7C 18" NYLOPLAST YARD INLET DI STR:YD-7B 18" NYLOPLAST YARD INLET OF 4' OR GREATER SHALL HAVE STEPS IN INV IN: INV OUT: 673.67 2.33TO 66 67z.33 TO 6z 679.67 INV OUT: INV OUT: 673.0o TO 64 Z PROPOSED DI-3B (L=6') TP-671.00 GRADE (TYP.) TP=670.67 ACCORDANCE WITH STANDARD ST-1AS FOUND IN INV OUT: 668.00 TO YD-7A INV OUT: 667.67 TO YD-7A THE 2oo8 ROAD AND BRIDGE STANDARDS. 680 680 0 Q �3 - - ----- --------- _j 7� 670 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH 670 OF1z'ORGREATER SHALL HAVE SAFETY SLABS IN VERTICAL GRAPHIC SCALE ACCORDANCE WITH STANDARD SL-i AS FOUND IN PROPOSED 8" DI ti THE 2oo8 ROAD AND BRIDGE STANDARDS. 5 0 2.5 5 10 20 PROPOSED GRADE (TYP. WATERLINE CROSSING co YP.) 0'8 675 675 Ij 6' NOTE: HDPE CAN BE USED AS AN ACCEPTABLE 1.5' 1s' 1O 665 1.1' SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. 665 IN FEET) N ,�-, SEE DETAIL ON SHEET 17 FOR HDPE PIPE 1 inch = 5 ft. � OSSING PROPOSED SANITARY SEWER BEDDING INFORMATION. PROPOSED SANITARY SEWER Cyr SERVICE LATERAL CROSSINGS 12" HDPE SERVICE LATERAL CROSSINGS 1 "RCP S � 97.04 LF Qa 1.o3% 6 0 6 0 12" HDPE 66o 107.11 LF Qa 1.24% 660 m o m o m o m o m o �o �0 �D io �D J STR-64B - STR-64 PROFILE Q Ln J z w STR:76 VDOT STD. DI-313 (L=4') LL_ J 0+00 0+ o m a d II o TP=66z.67 w LL 5 i oo °m ^ INV IN:653.27TO76B STR:8z VDOT STD. DI-3B (L=8') oo m0 m v F1 O STR:8o VDOT STD. DI-3B (L=4') p F w rn 00 U INV OUT: 653.17 TO 74 11 STR - 2 D- STR - 2 P R O F I L E TP=665.92 TP=666.17 L O O m mm m o ao ^ STR:7oD VDOT STD. DI-3B (L=6') ^ r-i 7 7 INVIN:6 1oT08z INV IN:65543TO84 F mr 0 m� 00 m O TP=66 6 p LL� 11 55. a w p O 3. 7 0 O H INV IN: 6 8 T08oB INV IN:656.67T08zB 0 o mWW ,~ OF N I- kD ID LnF "' d INV IN: J p �011 57 3 INV IN: 661.5o TO RF-i7 > ° r PROPOSED N o 00 p ~ a m INV IN: 6 8.z TO RF-1z O O ~„ m m d J INV OUT:655.00T078 w m D p 0 w ry 0 oLL m o 5 5 m m w INV OUT: 65533 TO 8o 0o 1' Z aw O 't a0 p r, � 0 m aLL F o N 0. m w ^ M ' ^ w w__ p GRADE (TYP.) p M w p w o - - F o m 0't INV OUT: 65o.5o TO 70 0 0 ry r O lJ' STR:84 VDOT STD. DI 36 (L=8') r a>>> oo N w > m w 6 670 Ln O FO ^ n O O o n �O p m o LL p o ry O p^ o a 670 675 TP=667.08 n F Z Z z Z 0 _00 ^ j 75 FO °o °o Op n a v~i -� °o STR:7oF VDOT STD. DI-3B (L=6') 000 O m m O° -� N F w a INV IN:661. oTOROOF-1 Fa>> w0 p 0 r mw omw F m0o in FFFm wZZ O N ^ � 0°N m U = w m 5 9 nFZZ a u> o na.. > N an.. O ooNv1 TP=663.75 F m m 0 ; D--O narvw F FF� m r _ ^ INV IN: 66o.33 TO 86 n F z o� .. p o� ., p p m ,, INV IN: 65o.93 TO 72 O o ; w rn� F a z z z > 1 W I� p N^ ry M p o^ I. a > wwF m wwF mvlow mmvl a II 0 ��. p ° INV T08z - ?wzZO ?wzz0 > ,,;wwr 0 w�ww.. ul aw p oo niDow o O i m O SSJS fl�II II o w p INV OUT: 650.83 TO 7oD > w w w F _ - - - w Z Z 0 > , > C -0 rv� .. .. ..7 u m NwwF 0o G °° FILL (TYP.) \\ 66 v~ F Z Z Z F a>>> p w z Z F� --- nFzzz II»> --- �wzz-O Fazzz �wZZ� F F° 665 L1J 670 ° 670 5 F a - _ II 0 F _ _ _ w - - ° m (n nFZZZZ Fa»> p ^ STR:74 VDOT STD. DI-3B (L=4') > � F � I XISTING GRADE (TYP.) PROPOSED 8" DI - - - - - - - - \ Ln F z z z > 0 va ° J Ln - WATERLINE CROSSING / \ 00 iO � F1 TP=663.75 00wZ�----- -� ��ZO INV IN: 654.25 TO 78 m 1O > PROPOSED 8" DI I ` XISTING GRADE (TYP.) \ F a° > > Ln INV IN: 652.77 TO 76 Ln F _Z z_ 3'9 WATERLINE CROSSING 1 z' 660 (TYP) y 7 F z z 660 INV OUT: 652.67 TO 72B PROPOSED 8" PVC 665 w 0 SANITARY SEWER CROSSING - PROPOSED GRADE (TYP. I- w PROPOSED 6" DI PROPOSED I DI O 1 " RCP J WATERLINE CROSSING WATERLINE CROSSING 1.7' S 15"RCP PROPOSED 6" DI 13133 LF ° 56�0 39.67 LF @a i.00% WATERLINE CROSSING C0 660 4.1'- 1446sLF�zo7% 660 655 655 Q 0.7' PROPOSED 8" PVC 15" RCP w SANITARY SEWER CROSSING 15" RCP z.3' 85.z3 LF Qa o.56% 6rm6mm,� 6 5 78.z9 LF C o 51% o Q O 55 _ 55 6 ° o RCP... 17z.96o"RCP _ 65° !!^^ � owmmmmom 30' RCP z4' RCP 3 ' LF @ 0.5z% 30' RCP V 0 47.03 LF �a o.68% 79-94 LF °•50% ;3o'RCP 50.84 LF Qa o.63% 1 RCP Q 6g.19 LF Qa 0.58/0 30" RCP 3z.89 LF Qa o.70% S PROPOSED 8" PVC Q 7 30" RCP z4' RCP 5e R LF Qa o.tq70/030" RCP 30" RCP z9.4z LF Qa 0.50% SANITARY SEWER CROSSING650 30" R LF Qa o.75% z6.73 LF Qa o.86% 650 64547.z7 LF Qa o.68% 55.96 LF Qa 0.57% 645 ~ w U �J w in D ° O° O O `t ° 1 l M O O O D w N _ t\ O � °� O Lu (D 00 °0 N w w 00 000) O O O 00 l W W W Ol w w CO ID kD w ow w w D ID JOB NO.w w 'D w w w o w w ow w ID112066 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+5o 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 1„ _ 50, STR-88B - STR-74 PROFILE STR-76D - STR-40 PROFILE r 17 SHEET NO. HORIZONTAL GRAPHIC SCALE 7 28.61LFQa 1.99% 7 (N Cz 50 0 25 50 100 200 O Q m ^ CY) 00 ( IN FEET ) w w N 1 inch = 50 ft. Q el'o 0+00 0+50 o+oo YD51z+°° 7 SERIES PROFILE o m II DRAINAGE DESCRIPTIONS / ' % - Structure Area Cw k PIPE INFORMATION INLET INFORMATION �'� /� / �' �' _--" i'� / / (Acros) (Min.) STIR. NO. DIA. LENGTH' SLOPE INVERT INVERT Curb SLOT RIM ' i' ! / /' ' - - ' ' / `v\/\/)✓/\f\) MATERIAL INLETTVPE i / / i' _ / V $ICUCtU1E Area CW k (in,) (R) (M67 IN OUT Type LENGTH ELEVATION 38D DIJB CG6 14 88692 ' / / /' i' - - �i - 38C 1s 3269 0.70% BW.25 W0.02 RCP 30 i0c006) Q90 (MU-) 38B DIJB CG6 12 666.92 / l V / �\ �\ 30B 0.00 0.90 5.0 38A 15 4107 0.58% 659.92 659.68 RCP / \ \ 32 0.22 0.75 6.0 38 DOC CG6 6 085.57 37 is ai.oz Dss% 85958 659.35 RCP - / / \ - - _ 34 0.21 0.70 6.0 36 DI3B CG6 10 688,09 1 34B 0.25 0.70 6.0 35 75 45.15 0.55% 65925 659.00 RCP ❑ - - - - \ / 38 0.12 0.60 6.0 v / _ JA/ 38B 0.33 0.70 6.0 34e DIJB CG6 10 657.25 -- _ _ - __ � � � � \ � - � � 38D 0.33 0.70 6.0 34A 15 33.01 0.70% 650.58 650.35 RCP \ - - �� \\ \ �\`/_- -----_--_--_-__ .�� 40 0.21 0.75 6.0 34 DIJB CG6 10 657.33 - _ \ - _-_--- i 40B 0.42 00 0.90 5.0 33 15 148.79 0.50% 85025 B49-52 RCP � � _ _ _ - -- _. __.�_- __ � � ^_ i �--- ---- ��---- 1\-�' __ _- 32 DIJB CG6 12 654,00 31 18 62.95 0,64% 649.42 649.02 RCP ` __ \`a \ -- /--------- _--- ----_' 44 0.11 0.75 6.0 - ___ � --- �- '-- �� ---- 44B 0.00 0.90 5.0 3W MH CG6 - 66].33 - - --- -- - _ _ 304 24 I18.08 0.57% 848.82 e48.25 RCP - -_ _ __ - � � � -� � - _ - _ _ 44D 0.22 0.70 6.0 30 1 1 1 1 MH CG6 - 654,50 \\ -- / / - - 44F 0.30 0.55 6.0 29 24 82.16 4.56% 646.00 642.25 RCP - - T / / - - - - - - - - - _ - - - __ _ _ - - - - _ _ - - ` - - ___-- /- 48 (l ifi 070 fi(1 - - - - 50 0.17 0.75 6.0 54D DI-7 - - 666.83 5 554C 15 20.53 2.43% Si 662W RCP - . . r . . . r. ter. r. .e. rrrr� rr. r.r rr.�arrr rrrrarlr�r�rrrar -- \ _ 548 DOC CG6 10 667,58 r � , � 1 - - _ - - ai� - - � / - - - - - - - -\ 52B 0.12 090 fi0 54A 18 39A6 O60% 660.67 660.43 RCP I +♦ ♦ , + PROPOSED ROAD ♦' -- - - -- J / - PROPOSED YARD DRAIN SYSTEM __- � c_`----- ---- 52B 0.10 0.70 6.0 - DRAINAGE SYSTEM - - -- - • ' - - i r-- 54 DF3c cc6 10 ae7.5a - --1 - o _ -- I - - - - 52D 0.00 0.90 5.0 L 53 24 107.83 Dsa% sso.33 ssa.r7 RCP - se" 94 96 - 98 ----- zoo s v0 zzA _ _ - - - \ L - - - - - - - - \ 1 54 0.50 0.60 6.0 52D MH - - 870.33 - - q -- / itl -I --ri _ _ \ - 54B 0.36 0.80 6.0 52C 24 75.76 0.53% 659.17 BSB.77 RCP -se: -_ - lyj _�-♦ _i__�__�rr a-' \ \ . �_- YDaz ♦ - \ :-i \ -- \ \ 54D 289 0.40 10.0 512 30 64.35 0.50% 658.67 658.35 RCP DI-38 CG6 sP668.92 1 3- _ I ¢ z _aroq rEq����ga. wrr-� ART - ' 1 " -' ♦ ' I - \ i - - I \ \ 56 0.12 0.70 6A RF z A - oiriN' � �- RF 23 c semen, ' ,.:.. 10z r RF-25A ♦ // - \ \ 56B 1.06 0.40 10.0 508 DOC CG6 8 / _ r O r - _ _. �._ \ \ 1 gzB w Ii n . 1r err r \\ \ \\ - 58 009 075 fi0 SOA 30 32.88 0.70% 658.25 858.02 RCP / , wM i ,".!�- - __ _ RF-zyA so DOC CG6 8 • ' s "; `•.- r r rrr\60 0.06 0.75 6.0 49 30 SCAR 0.50% 657.92 657.80 RCP60B i7.23 0.40 RO48 Dh3B CGS 6 - -1 - -- 2 + 2 = 1 / \ \ \ 62 0.14 0.45 7.0 47 W iW.48 Dss% sszW ssssz RCP \ = 1 RF-nA - 9 ♦ ._\ ^' • 1 r r _ - _ _ - _.. r r 1 / I / 64 0.07 0.50 7.0 48 DLB CG6 4 686.92 >-' -- _ - _ .;_ ♦ :' � �. � '., -_ / / .- . 45 30 44.40 0.52% s54.33 ss4no RCP s . goB,,,q; RF z B ,/ ,.. -_ I J / 64B 0.05 0.65 6.0 L I ri ♦ ROPOSEDDRAINAGE DIVIDE TYP 66 0.05 0.65 6.0 44 DOB CO-6 6 665.75 y r _ -� � �, • -".. _ r k f. 66 r , �Y, � � � � � - _ _ - r _ � \ ♦� / // / / ( 68 0.14 0.75 6.0 43 30 19.13 0.78% 654.00 653.85 RCP .,. ` i Qz i` / �, - �� _+ 1 !' _ / / �`/ /I`Il 68B 021 0.75 6.0 42 MH - - 664.58 / R as� / \ 41 36 58.78 1,28% $53.75 653.00 RCP - $$ {'� $6 J 90 � q • / / �i 70 0.14 0.75 6.0 40 MH - - 664.W - .. - .� n6B�KR/D F �� i 1717 - r I 11 _ - / / ♦ // / 70B 0.14 0.75 6.0 39 38 42.98 1.77% 848.75 648.W RCP \ i r} 1 11 PRO POSED ROAD 4p �R FED RF-zzB �� f li # li ] I r \ --- // // / �� / �'---/ 70D 0-0R 075 60 RF z A RO rc ✓ I „ ; Ik , MDRAINAGE S� TEM 1 ��� I 7oF o.iR oso 6,0 11 �, / / / ♦ 72 0.15 0.60 6.0 44F DISC CG6 8 000.42 \ 1 "� - ' -� �• 1 - - - - / 44E is 2711 Ds4% 65e.92 658.77 RCP - - I 1 F; I ', PROPOSED YARD DRAIN SYSTEM '\. ' `� 1 1 / \ / / / / Milli \ 72B 0.22 0.60 6.0 I 1 - .: > _ 'i / I II / _ / / / / - 72D 0,11 0,71 6.0 a4o DOC cG6 8 sss.az t YD-3a a- - I - .. - �_ �� I � / / 44C 15 118.77 0.55% 658.67 658.02 RCP I 1 i 'e . ^ YD-ILA \ .' _ - _ - \- Am YD-zoA YD-zzB v v"'z „// - /// / ♦) 72F 0.14 0.70 6.0 44A 18 76.58 0,56% 657.92 657.50 RCP MH - - 667.08 i - 1 [ _ \ L_ / \ ' /' - -/ / /x _ 74 0.03 0.80 5.0 ': '- / I, � � � 76 0.03 O.RO 5.0 11 � � A V / � - � ' � / � / ♦ 76B 0.19 0.85 6.0 r Sze � ' �• �' � 7 szA 78 0:5 0.60 5.0 80 006 0.80 5.0 SOD -� ROOF-zo �., -:" 50 • V / �' --, // 80B 0.09 0.85 6.0 WB DOB CG6 10 6B8.17 I 1 0 �» -A\ J $2D I r •\ .- - A 1 i _ rl I - 1 80D 0.21 0.80 6.0 BRA 15 28.06 143% 68133 68093 RCP I $2 - # - - -- - _ - 68 DOB CG6 8 688.W \ J q i1 80B _f RF 1.7 -_ `� _ '. r �`. - / 82 0.10 0.75 6.0 - ' ' -y- -' - ROOF-zoA �* � � / "r 1 � � /� � _ _ _ - - ♦ 82B 0.10 0.75 6.0 67 15 76.16 4.37% 680.83 677.50 RCP`a _:: / • , i i' 82D 0.19 0.60 6.0 88PR\VgB ROAO ;_. , PROPOSED YARD D N SYSTEM / / : f3o• __ - - i' ,6Ta _- 84 0 17 0.65 6.0 65 15 83.28 3.95% 878.17 873.87 RCP I y' I v RF-i]A j. ,i+i R y 1 - 84 OF3B CG6 4 879.50 I .: ' I ■ RF 1.8 �» \� - ' - - D 86 0.00 0.90 5.0 ea 15 �.n 136% 672.3a 671.65 RCP I I ' i z ' - n NV' - 6B _ 54 88 0.12 0.70 6.0 62 DOC CG6 6 678.83 \ I I I u \ ` 4 - i - >�9JP e0 4"- - -- ---_ _ / 88B 0.35 0.60 6.0 � S 61 15 82.10 1.07% 671.75 670.77 RCP 9 1 --, f 1 RF 1 ' ;. \9(( lji �. ,:. �� ' �»li'' _r _.. - ,'.- .,.,;, . i YD A ..: 78 _-�s - py g _. �7 90 0.21 0.75 7.0 BOB DI CG6 8 678.42 - t_ " R � u. � •i' o o BOA Is 40.17 1.00% 670.67 670.27 RCP ♦ 90B 0.35 0.65 7.0 .ems 60 DOB MR 6 97833 :' .�..r_F4'n s,o 5zD Puauc aloADE6DRIwIE 92 009 065 60 I -. 72B jam. RF-i4A r ,.- r `- -- 5 �__ 757 4 92B 0.05 0.55 6.0 59 15 141.23 1,52% 670.17 686.02 RCP I ;' 1 p * - _D RF- A _- - 58 DOB CG6 6 675.50 I I RF-15 ' 9 72 e - � �n - --- 94 0.26 0.60 fi.0 1 i \ - PROPOSED ROAD r 44 r 57 15 138.W 1.86% 667.82 665.35 RCP I I "':-. ~ is ' - ' ' ice.. - s. �..t-- 96 0.15 0.60 6.0 1 7zFDRAINAGESYSTEM 4 ss Dlae cc6 s s7z.W bss RF ♦ - - - 5L4 .-.• 2D MM rrrr _ ♦ 9R O.IR Ob0 fi.0 55 t5 30.35 2a7% H85.25 864.50 RCP -i- I .. 76B 76 RF z3A � B - _`fir J¢-'� r:: `_ - 1�a'r- _ �\ 100 0.29 0.65 6.0 102 0.28 0.70 6.0 588 DOB CGS 16 672.50 I 'I YD- - _ r • . • R/4y7 _ LOT 73 YD-6 0.00 0.90 5.0 /- 56A 75 39.70 LLOT 74OD% 065.75 665.35 RCP i .�� - pD _ RF-1 12 �; / /. _ \`-- - , � - 4 R 7 7oB y T72 \ I I - -s-e � , - __ -- - _ »_ - _ / ' Q � - , I , r , m SFD/, 1 - Q I \ YD-6A O.li 0.45 6.0 76D i_ _ 7 i • _ - = v 2 �e -., , i �' SFD- v v, A YD-6B 0.14 0.45 6.0 84B 01-3B CG6 a 879.67 1' � __ i � \ � - 1 � _ . »� r \ ry i a l � � ^6/ r\ r \ YD-6C 0.11 0.45 6.0 II '--- _ -- ,I -_ ♦ ,\ i7 RF 11A 70 ♦ ll (►,..: l 4 ,: 17 , / ;' \` \ \ 64A 15 28.61 1.99% 673.W 67243 RCP � -- +"� o A � _ _ - �-, - - r rl ,, ,17 i / YD-6D 0.09 0.30 6.0 `,42 LOT 75 ' A A h / - - s _ r' , r l .. . ` /LOT 71 \ / \ YD-6E 0.23 0.45 6.0 --- - .� -. _ -rf sT 7 Y JL 6/ 0.23 0.45 5.0 78D DISC cob 9 658.50 w ..:'".':.'..�..,. ` ' %( 46 5 ` ' \r 78C 15 85.23 0.56% 854.W 853.52 RCP ,\ \ \ /' 44 SFD / SFD � YD-7 UUO 0.90 S.0 768 DOB CG6 8 662.58 . LOT 70 YD-7A 0 18 0 60 6 0 Tan 15 2942 0.50% W3.42 853.27 RCP -5 „ - __V - o o \`. 40� _ _� 8 ii l ; ` �d / 1 YD-7B 0.12 0.50 6.0 76 DOB CG6 4 662.67 .'s sc!�y�.'� s i L.1 \ ' , e , / r LOT 7g \ a 1 .� � "�' ' ' \ / YD-7C 0.22 0.45 6.0 . �C`'--^ .,.\�. , 06` SFD - 1 75 IS 78.28 0.51% 853.77 65277 RCP - - _ _ - - ' /�s:.. .:i:' �� e r \ r` ,.. i•.,, r;� YD-8 OAO 0.60 5A a ...t.... \ ;:•��.' � __ =c _- - � �- r, l I Y 6 `_ YD-SA 0.04 0.60 SA 73 30 55,96 0.57% 652.67 65235 RCP 74 DOB CG6 4 683.75 I .' - .. �..� '.N•.. _ -_ - }: - �'! ' ;;:6, 1 -� rr r '/ \ '.°' \ YD-8B 007 0.60 5.0 72B DI3B CG6 6 DO I. .� .\- - 1 ,, m .. . _ I - r r • YD-9 0.11 0.60 6A 72 W W.89 0.83% 852.25 651.93 RCP I I \'.'.'.y.'. \' �J ,. \.,\ ` 72 DOB CG6 6 663.W \.'.\ d C'_ + ��� ' rl :: i `» <!r LOT 77 r .. �ti I _ ....�:':-... .' ' ' '�'. \ _-_.-_�' 1 -- � � �: / '' � \_ / / /PROPOSED YARD DRAIN SYSTEM' `° YD-9A o1l 0.60 6.0 71 30 172.96 0.52% 851.83 650.93 RCP y \. \. \. \ _ , - YD-10 0.08 0.60 60 70F 01-3B CG6 6 883.75 _ -- - �:' ' - �\: -.':' - \ � -\ � ' � t \\ r �'-_ SFD � _ LOT 79 " YD-IUA 0.08 0.60 6.0 70E W 32.89 0.70% 850.83 BSO.W RCP I - _ - _- _ ,-' \ -1.- •\\,.N \ ``LU : \ a ° s, r\ ti� -' - __ 70D DOS Co. 6 663.67 - _ _ � '_ \ -.'� .'1.:1:..' \ + -,. \��. ` a r -, C: ,; , , ti � m. ,... r r ♦ ` ' , -SFD / \ YD-11 0.22 0.50 6.0 _ _ \ \ �,.>;� a . � \ �� a 'r � r �; -_ _ LOT 80 w I _ - - - .-.\.....-.( .. . \ " r r, i _ - '__ ♦ SFD YD-11A 0.12 0.50 6.0 70C 30 79.94 0.5D% 650.50 W0.10 RCP / --- ` t a c ri r / ,I 70 DF3C CG6 8 682.83 - \ ..\....I-..\. .. \�: \ a�- a , ,, i t r tV r rf :, -,'7� �♦ _ y ♦ YD-11B 0.14 0.50 60 69 30 47.27 0.68% 650.00 649.88 RCP I / \ L(l✓.� '0\ ` N \ r-/i i f ' r ' `-' / mw. ' % _ \ YD--1C 0.IU 0.50 6.0 40B DOB CG6 a w3.n i ` -� � I . ll1 \ \ '`` a � 1/ / cra � ,� r ,,,,� � }��, --_ \:\ ,-�- YD-12 U.23 0.40 6.0 4M W �,es Ds7% Besse 649.W RCP - -- ` r. \ \� !/ ;. I { r,.n ` r r � ♦ _ �\. �� YD-12A 0.18 U.45 6A f..:.\. -':\:. CEXISTING STORMWATER \ . o - 4_ r ; „ ♦ _ - LOT YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR NO. DIA. 0. LENGTH• (R) SLOPE(%) INVERT IN INVERT OUT MATERI AL INLETNPE RIM ELEVATION YD6E 16" Yard Inlet 671.33 12 92.75 1.08% 668.50 667.50 HOPE YD8D 18" Yard Inlet 670.33 12 79.25 1.89% 887.50 WOOD HOPE YD6C 18" Yard Inlet 669.50 12 94,67 8,45% 686.00 WSOO HOPE YD6B 18' Yard Inlet 652.00 12 59.08 6,48% 658.00 654.17 HOPE YD48A Is -Yard Inlet 658.67 12 73,42 1.59% 654.17 853.00 HOPE YD8 17 Cleanout 858.67 12 29.67 114% 663.00 65ZSO HOPE VD6F Is -Yard Inlet 97.67 12 46.00 1.09% 654.67 054.17 HOPE RF-lA 8" Cleanout 671.83 B 171.65 2.33% 869.1] 6fi5.17 HOPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR NO. DIA. in) LENGTH' (it SLOPE(%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION YD-7B Is -Yard Inlet 670,67 12 97.04 1.03% 667,67 666.67 HOPE YD-7A 18"Yard Inlet 669.67 12 94.83 2.11% B66.67 664.67 HOPE YD-7 12' Geanout 659.17 12 12.92 2.63% 664,67 664.33 HOPE YD-7C 18'Yanl Inlet 671.00 12 107.11 1.24% 668,00 666.67 HOPE YD-8B 18"Yard Inlet 677.00 12 48.77 4.10% 674.W 67200 HOPE YDBA 18' Yard Inlet 876.W 12 61 1455% 672.00 662.50 HOPE YD8 12' Cleanout Basso 12 521 9.60% 682.50 88200 HOPE VD-0)A 78'Yard Inlet BW.50 12 112.06 ------ ------ 6S4.5U HOPE YD9 Is- Yard Inlat 857.75 12 1Z53 136% 654.50 654.33 HOPE YD-1 QA IB' Vard Inlet fifi4.83 12 87.85 2.68% 660.6i 859.W HDPE YD-10 18' Vard Inlet 883.17 12 17.88 014% 659,00 65B.65 HOPE V0.11c 1B'Yam lnlal B78.W 12 72.32 1.38% 673.00 67200 HOPE YO-11B IS' Yard Inlet 676.00 12 62.79 1.07% 672.00 671.33 HOPE YD-17A 18'YaM Inlet 675.W 12 62.79 0.92% 671.33 670.75 HOPE YD-i i 18" VaN Inlet 674. W 12 74.22 1.01% 670,75 670.00 HOPE VD-12B 18' Vard Inlet 6WOO 12 95.00 2.11% W3.W 681.W HDPE VD-12A 18" Yard Inlet 684.W 12 68.67 7.28% 681.00 676.00 HOPE YD-12 Is -Yard Inlet 88°.00 12 30.33 3.56% 676.00 674.92 HOPE RFJ 8" Cleanout 671.00 8 12C22 1.67% 666.75 664.87 HOPE RF-3 8"Geanout 671.W 6 93.88 2.22% 868.75 884.87 HDPE RF-4A e" Geanout 870.87 8 100.64 1.41% 866.42 MOD HOPE RF4 8" Gesnout 669.25 8 14.23 176% 605.00 664.75 HOPE RF4B 8" Geanou[ fifi8.67 6 57.34 1.17% 685.67 WS.W HOPE RF6A 8" Cleanout 670.17 B 160.06 1.67% 657.17 654.50 HOPE RF6 8"Geanout 657.W 8 3191 940% 664.50 66150 HOPE RF6 a' CA.nout 897.67 8 106.35 1.57% 664,97 603.00 HOPE RF6 8" CIwnout 056.50 8 5.00 10.00% 663.W 66250 HOPE RF68 e" Gaaneut 868.50 6 107.90 0.83% 664.W 663.50 HDPE RF-7 8" Cleanout 667.33 6 105.56 1.73% fi64.33 662.W HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. 11n) LENGTH` INVERT INVERT OUT MATERI AL INLET NPE RIM ELEVATI( RF6 8" Cleanout 868.67 8 17 66250 HOPE RF-9 g0.71% e' Geanout 675.67 6 7 672W HDPERF-10A 8"Clwnout 857.00 6 15 859.75 HOPE RF-10 8" Cleanout 684.W ®1111,-11111111.111111,1111111-® .% 1 �v ✓f� SCOTT R. LLINS Lie. No. 035791 4/5/22�� �lSIONAL EEC, RF-12 8" Gaanout 664.25 J C 8 19,16 161'A 658,75 6%..25 HOPE C u � pp C RF-13A 8" Geanout 664.25 8 106.56 0.94% �.00 659.W HOPE O � a RF-13 8" Geanout 6B4.W � � I- 8 21.48 2.33% 659.00 658.50 HDPE d Z > RF-14A 8" Geanout B68.W z W F 8 100.01 275% 664.50 661.75 HOPE O RF-14 8" Cleanout 667.00 z ` a 45.77 4.92% 861.75 659.50 HDPE O j u Yl �D au RF-148 8" Cleanout 866.W L> 8 117.78 1.06% 663,00 661.75 HOPE O u D LU J RF-i5A a"Geanout 666.W Z u s 134.34 2.61% 662.25 659.75 HDPE C LL out BE3.W E 1 � w z z > z Ly ! V � 0- 7 � Z i QH DO � J O I d W ti Q Qw U1 z_ d I � 8 14.20 3.52% 682.00 631.50 HDPE W Q .H N H E) .H N .H .-1 N N N CD N N N CD N N O O RF-16A 6'Cleanout 669.00 8 105.14 1.35% 664.75 88333 HOPE RF-18 8" Geaneut 68758 8 11.24 Z94% 663,33 663.W HOPE 0 r �`(� T � V! V V`. J 1 N 0 TT IN N w \\ / -. J \ //� C/ J w IM- �C/' J IMMMMMM- 06 < O 0 �` I --I ' RF-19A 8" Geanout 867.50 8 118.19 1.06% 663.25 66200 HOPE RF-19 B" Cleanout 867.00 8 1905. 2.62% 662.00 661.50 HOPE RF-20A 8" Geanout 868.75 8 127.06 0.76% 664.50 663.58 HOPE RF-20 8" Cleenout 887.83 8 10.75 5.40% 863.SB fi83.W HDPE RF-21A 8" Cleanout 877.00 8 103.21 1.94% 872.75 870.75 HOPE RF-21 8"Geanout 675.W B 8.20 6.10% 670.76 670.25 HOPE RF-22B 8" Cleanout 681.00 B 129.33 1.55% 676.75 674.75 HOPE RF-22A a" Geanout 679.W 8 108.E3 2.53% 674.75 872W HOPE RF-22 8" Cleanout 876.25 8 21.50 4.85% 872.W 871.W HOPE RF-23A 6" Cleanout 679.25 8 lw.W 2.24% 876.25 674W HDPE RF-23 8" Cleenout 677.W 8 37.77 6.82% 674.00 671.50 HOPE RF-24B 8" Cleanout 882.87 6 157.69 2.68% 879.6] 878.00 HOPE RF-24A 8„Cleanout 679.W 8 125.32 2,11% 676.00 673.33 HOPE RF-24 8" Geenou[ 87633 8 42.W 4.69% fi73.33 871.33 HDPE0 - - \ \ :\ \ . I I '+•:!':' �:'' �:''''''' MANAGEMENT FACILITY ` - ` •' 1'_'i%' "° i ' %v ♦ / ♦ �,� SFD YD-12B 0.11 0.55 6.0 \. \� ..♦ '.�, , L T•;12� ' /- \' \\'. ti 1.I,i \ F 9 �.'\. RP-25A 6"Geonout 668.67 �4 LU 708 DOC CG6 10 6s283 ... �� ,: :''.'.'`'.'.'.'.'.'�. P � r./ °, '.." J ;:.. .. ) ,' •\ . ' / \ \\ \ �, \ \.'.'.'S.'.-\'.'.'.'. '\'. .. \ �30 r Qu ' /� �, RF-1 0.00 0.90 5.0 / /. \ •\ \ O m ' i LOT 82 RF-IA 0.11 0.90 5.0 \ - �\ \\ y a 82.41 4.45% 684.42 680.75 HOPE J ' n 70A 15 32.68 2.05% 65650 655.83 RCP '-' / / - _ \ . + ,, \ . \ fi'f %. -_ ^ y\-\ \. RF-25 8" Cleenout 685.W \ \ \ = PROPOSED ROAD fi sFD _ \ DRAINAGE SYSz 0� LU < TEM I 1\. /-YD-6E 1 I RF-2 0.09 0.90 5.0 i'�.'., �s9G II' L\oTF\1Aas \. a 1oz.14 s.67% em.7s e7a.7s HOPE e - r RF-3 0.06 0.90 5.0 ! . \ C 'D l a \.' .'1�, \ Q 720 u"13 GG6 6 883.42 6 O \'. s`s6 - ..'. i. s 72C 15 32,81 1.28% 656.75 656.33 BOB \ `. - `._ > -. - II , *, .,a\OFA5 �// \\ ?.� .'. \\\ .-, s *r„"+ r ♦ RF 4 0.00 0 90 5 0 s59 c,,6 / /� \ `-\ r _ 38B... ♦ _ / RF-4A 0.05 0.90 s.o '�, W _ e 3 - i n/ 7 \ \ ...\ �- i mwp ' LOT 83 , _^ .C`Z` OP .:' \ O \ L T 24 ��� �\ \-. ' � i /%7, / �L( - \, �. \ ', „,v a„ - -_ - � ..�. a.; -♦, ',..,� sFD RF-46 0.03 f:.. . ' /�• V T Q '.'.- '.-.'-4 -.'. 'A\ .. 7! Lnne ♦ rr-err-r ,.r \ I , , �� .. \y4 T2F DOC CG6 6 683.08 / a ,L - / \ \ ..\... .L a.-fr RF-5 U.00 0.90 S.0 0 or s7 .�. .. ,. 72E 75 32.W 1.01% 858.33 856.W RCP _ \ \\ \ .\. .. .1 q \ ,. $D BARKLEY VIEW COURT ,, ;, `..< i er ♦ , \ '' S :_ /�, SFA � _.; �• \ \10l`143 _ ��,�`., \ _ ``�\. ..- ���� t�/_.'.....' Pu6uc RonO,(sk alw) ,! _ RF _A 0.07 0.90 5.0 YD- D I Bic RF-6 0.00 0.90 5.0\ \ \ \ 1 ��,��\,� \ •.'-'f:' ..,/ LOT 84 'I a / •� -7" T _ - >. RF-6A 0.05 0.90 50 aa4'�/SFA \a / \ _ \ C.`\\\ems `�. r, f.' / W " .A..-._...� FF" �,,. ;r 1 , i �r sFD V .I L 6s� vvv v \ /'/ 888 DOC CG6 8 671.33 / V A \ \� V A - ; �V �� \ '` / ' +- 86A i6 30.67 1.00% 661.67 664.27 RCP �-/� i� � A\ \ � V-�.'.'.'.'. ' ' � i `o� - - i - ,1 '11 .n�M � � / RF-6B U.05 0.9U 5.0 r BB D43C CG6 6 67133 �/ � � '� AV�o � A -.'.' � i � � I - I 1 � ♦ ` / j RF-7 0.05 0.90 50 a /q: / � LOT 122 h �$\ �'- �� - ' V \ ..'.'A a 1 ' e..nw 1 rrr•, rr , I ` - LOT,94/ / e/ A`. ( , s A... '. Ul 87 15 131.33 0.56% 664.17 883.43 RCP � � � V A A VA c� V ,: A A ..�.. � i , � � �Fq. / SFA "±,.� _ v � � A \� � , _ ._. _ .> _ €-rs / RF-8 O.US 0.90 5.0 / / �` e� / v.. � V / ' \.��.'.�, v - J --_ , L0T-85 '' ,// / 5 , LOT121 A .A� / F1 v"" _ -_ + 1 I YD- ♦ SFA RF-9 0.00 0.90 5.0 v / G FA A V v! 86 MH - - 673. W � _ ,.. � , A V _...> ,- � A \ � � � � � \ � i I\ \" � �, � 1 a / as z4 144sa 2.m% ee3.a3 eW.a3 RCP ,--�- :- \ \ I '1.. - � �� we+� .;. - _ � -- I p SPA A .. .. VA A\\ \.>.. � - J-/ RF-10A 0.0� 0.90 5.0 SFA ` �s ,/LT120 83 24 47.03 0.6B% 655.75 655.43 RCP DI3B CG6 a 687.09 `� % s �- V A� \ \ \ :/ �.. \\' A.1 .' m.mw , I Va \ QT 8890 �I / ` LOT 99 SFA ' A �,i 1 ` rvPJQ- \\ \ z ] ' `\ \ - I. „ I LOT 86 _j(jI'-�� RF- I OB 0.05 Q90 5.0 LOT 10\082 013B CG6 8 686.17 \. -. -- - ` �., \ \ \ \\ \ .\. .'.'.'\'.' :\ \ \� i Ike \� UJ SFA ! y1e / / - - T - p+ \ / l.1.. j so \ \ \ A 1 �.. 1 SFA ,/L�ii9 81 24 28.73 0.88% 855.33 855.10 RCP m �, 1a ;� V A •.......... � '� -_ i y_ _ r� �-s�o /�/ RF-II 0.00 0.90 5.0 / L .'\...:.:. i ' \ \ \ ;' \- w 1 .. / 1 I �>- I / --_- RF-11A 0.05 0.90 5.0 � I \ 104, OT � �/ W DOB cc6 a ssssz - � - w � \ \ \ \ \ \ � \ \ '.'.'.' � \. N . \ - 79 30 69.19 0.58% 655.00 654.60 RCP _ \\ \ \ , , , , , . , - . , , \,•, . �1, \ ♦ _ ' PROPOSEDYARD DRAIN SYSTEM / --_ r \ _ o \\ \ \ �.'.'.'.\-.'.'. .... ." eras:.. ,s s1 1 __ / �/ � -- SFA / �. '., \ \ \ .'Y.......... _.... �, , 34 34B � \ \, ___ LOT 87 � \/ _:- j11dj/ - RF-12 D.00 0.90 S.D f,:� \� 78 D438 CG6 4 E85.17 , - \ \ \ \ \ .. , � ; 1 , - '' ` \ - � � :- // / L 1\ y/ - i{- �' I \� \ \ \� .. � �. , , -� \ ' / AF-I2A 009 U 90 50 \ i o \IMMMMMMM 77 30 33.25 0,75% 654.50 654.25 RCP ` I " _ \ / / / //. . ti \ \ T i � v A""•` � - 1 \ _ - � / RF-13 0.00 09U 50 ' RF-13A 0.09 0.90 5.0 LOT 118IMMMMMMMMM / 1 I \ \ • i•- - --� b* 'a // \ \ sre sss s, J<✓ ACE LOT 112 1 LOT 103 / bb SFD \ f / \ \ \ a 80D DF3B CG6 8 663.W _ _ 1\� �' / I \ j _ __--- /�1� �' \ \\ .. ice. 1 `5.'", \ I / \ �, ILOT 111 RF-14 0.00 0.90 5.0 a` o '� L " -: , \ � , �, I LOT 110 SFA C \ l \ 80C 15 28.02 0.58% 658.75 658.80 RCP / I I J I \ \\ �< i '\ N ,, \ ,rA4♦p 5a �/ 1, PROPOSEDDRAINAGEDIVIDE(TYP.) - /oos cRES sFA SFA I SFA ILo RF-14A 0.05 0.90 5.0 LOT1o� , I \� / BOB DI3c cc6 a 882.92 RF-I4B 0.05 0.90 5 0 SFA \ \ \ w BOA 15 118.69 0.56% 658.50 657.83 RCP -�!/ I I �/ \ I �1 I. I'• y� I :, \ :+ 1 \ '� - '� 'e s� / \ RF-15 0.00 0.90 5.0 0\ OQ-'• -� D '�✓�. \\ �- RF-1DA 0.06 0.90 5.0 _ ,� .. \ ,� AT RF 16 0.00 0.90 5.0 620 DOB CG6 6 667.42 _ _ - - 1 ` ` / / \ -rE.me e, / \ / a(6\h lE • �i' RF-I6A 0.06 0.90 S.0 a azc Is 27ss 054% s577s s57.W RCP //' / ,' / 'I--:.'.'.1:-:-i.' \ r 1 \l \ \ / '$� "' R�A�/•9NE`- / / , '.•.'. •.'.'\:':':'r'. 1..\\\ \ e s (\ \/ / �/ \\ (54'R�i_ RF-17 0.00 0.90 5.0 , eze DF38 cG6 6 m7.az / / / I � ... \ S '° , '' : ' `, \ ' / � !W) - 62A 15 118.48 0.70% 857.50 856.67 RCP - ---c_ _ / / //1\RFRF-,18 0.00 0.90 5.0 gFD15\ \\`\` f' RF-I8A 0.05 0.90 5.0 / �•%: j % ' ••/i /// " W 1 c > N Z 102 DOS cG6 10 RF- 9 876s2 - - __ � / I 7 � 1 \ '' ... � .. ' ., - � � ` 1 \ -' � ' \ �� - g / O.00 0.90 5.0 LOT 11a\ 101 15 105.29 Ds9% 672.83 672I0 RCP_ RF-19A 0.06 0.90 5.0 , - - / r 1 ` 1 1 j'.'.'{'. a e"" \" 3\ \ \ \ - /I/ I `a SFD -/j. ry / / / w 100 DOB CG6 10 676.83 - - - - \ / `_� \ . . . . .4 \'. . \.� \ & \� 4- - - / N / U6 i C, ` i % / / / RF-zo o.00 0.90 s.o / ' �o w J 89 15 85.88 1.37% 672.W 671.10 RCP \ .'J'.'.'I:\'. \ \ \es d, .µ�59 \ \�\ = P \ / ,( .'eE/� I /' / '. (..:.: \ \ \XIARsss"" \ s0 I 7 RF-2UA 0.06 0.9U 5.0 / / / `/ / / / / I /, 99 DOB CG6 8 676.W _ _ � � � . .. \\\\\�, c" '< � � lI / ! - / _, '"'s LU W \ \ ...... \ \ .\ \ .\ \\ \ / �\ sq\ I RF-21 0.00 0.90 5.0 LOTFi113 / // / / / 0 / ^ 87 15 53.48 0.75% 871.W 670.60 RCP - i l y \ \ �( - __ _I v se DI-x cG6 a 67ss0 - I \ G� C /� J ] \ \, • 1 \ \ '' \y \\\ \ 'e'rs"sm \ ,. e" / - _ RF-21A 0.05 0.90 5.0 �! ! /.// I / 1 ;, ' a (A 95 18 20.19 0.75% 670.50 a70.35 RCP __ I \ \ . - \ \ '� ... .:•: •:':/:': \.• \:\.. -'. \\\ �s`Sr`\e:sa-s / / j - - - - _ \ _ - -5.0/.�.V / / ) / / \ RF-22 0.00 0.90 i •' / / - o J 30 J \ \ 120 -1,, .-....../.. ] �• 7x - - --' .-:'oPz:-. \ / / / / / / i JOB N0. 94 DI-3B CG6 8 B75.67 _ .. /'.'.'.'....i:'::'\-.'.' \\\ \\\ n \ / Fna«yss f - - - - - - __ - RF-22A O.Ofi 0.90 50 - - - .'..SPAG .^R .�,f / / 93 18 92.73 1.15% 670.25 W9.18 RCP - . ..'.'1,{f,7- . /! '/ / / / / / / / / l 1 / -I -I 920 D43B cG6 a 974.0e \� \--� \'••• \\ \\\ \\�z +, / �� -__.es RF-22B 0.06 0.90 5.0 '.'['•' �,\A /•�. // //, / , / / ; //�_,� 112066 4.'.'.'\ \w`i, \ _ _ /S' / / / RF-23 000 0.90 5 0- 92A IB 23.91 0.96% WROB 668.85 ROP _ ' -- 1 i \.:.: \ \\ \\\ 'G .., s / /s€'o,+..a •••. �6'.%('•'.' / I .. .....t.,. 1 . •.' \ \ \ /4 s a / / re s:,.: / RF-23A 0.05 0.90 5.0 , / - j / /, \ / / - SCALE s2 DOC cp6 s 674.W FEIEf \ \:.:.:. Q\\ \ \\\\\ ' / / -I .. \ ...\':'r \\ \ X \\�c=`3 / i rrE sr,..: I / RF-24 0.UU U.9U 5.0 - ss1- - _ 1 F / / / u o 81 18 38.45 Lis% 688.75 88633 RCP / jh - / 60 it. 1 t I:' -':.'.'.I--- -.� \ �`\ s `\ � ua - ' / / / / I '- � _ / � 1 = 80 sW DF3e cG6 12 874.75 _ I \ '-.)':': ...... .. :::''•' a '. \ \ \�^�-a ?a _ -1 1 - -.'l' .. i-.:..J..:.'.-'. -. \ .\.: ` : \ \ \\ > RF 24A 006 09U 5 U 90A 18 39.W 126% 66775 667.25 RCP / \ 1 \ : \ ::: ' '..' \:-,.:.� \ \ \� ���.e r+. r , - + RF-24B 0.06 0.90 5.0 -S1.W - -- - -- SHEET N0. 1 I \'.' .' ( 1 .':':':':'.. r"\'. _.....:� �s�rt-s."" _ Tt-ter _ / W DF3B CG6 10 674.75 / / 1 .\-- .� '\.... - �� e\"o-�.Z �- -T- RF-25 0.00 0.90 5.0 rre / - / / / - - ` w .son *� _ / L 89 24 27.97 1.18% 867.00 BH u RCP I �. \'.'.'.'. .... ... _18 II ' ' � / / __ �l -'::' A �� / .,E rss� I - - ,:'-- _. RF-25A 0.05 0.90 5.0 Dieu.Bbew Y.- 10 Design Year: 10 1M•jxn: cladmolm lobo: 112J66 Repued by: A PL I A�T H F �^^ 0 C' O SCOTT R. LLINS Z U Lie. No. 035791 ,a °p 4/5/22 4, oIIIIIIIIIMIIIIIIIIIMIIIIIIIIII���SSIONAL E��S Z yOLU y /(^ Yl WJ I z O a- � Z OI/x IV '-, W J m F Z g c- H = ys K Q Z tL H Z W U U Q a oi$ p U W J Q W m C 0 W �_ w H w i U U Q K c- 0 > Z O (n w (D (7 Z ~ ce W Z 0 W a = U g a w ~ J Z t W� a Ln > K 111 Q.M-I 0 T O 'M-I N N .\-I O N N O O 7 O 0 M C7 N ry� \"J N TC)T M N N \> W J ■ > W H zO J W2 U 1 Y w z � W NW //Qn� Vi Nmmi W 0 LNL LL Q V UO 0 N z Q J a_ J F1 OZS Q O J Q z 1- I _ � �W^1 V Q /•� D- Ln J T y ~ O a O O CO z �W �J 0 (3 Y 1 U) z o Q J v J w Q z Q N 1� w W = = JOB NO. 112066 SCALE N/A SHEET NO. ig 0�®0®®gym®�������� o���®gym,®��������� ®-®®®®mom®�----_�- �-���®gym®�������� ��®�®gym®_ ®�®®mom®�®������m� ����m����®��®®gym® ®-�-����-�®�®HBO®®® '®° ®� ®��-����-®®®®®��®mom® ®-�-����-®�®®�©®®mom®� � ,: a „n o��-�mm�-m®®��oo�®®mom ®��-����-�-��®moo®®®®� ®-�-����-®mom '®' '®© "®. '®' ®® '®" �® ®��-�mm�-m��®moo®®®mom o��-�mm�-®®gym®o�®®®m®® 3'I'RIl('It1RY. IIRAIfiA(} D A ]B.OW TYPB MP.T TYPB ARL4 ) fi91Pd1!ISR A (ACRE. C I flIR Q ('F. 54D Di-7 fi.W 12.R0 2.R9 0.4f1 4.00 4.h2 2.9 WF.iR Fi.OW 54D DI.7 6.00 12.80 2.89 0.40 6.50 7.51 4.0 ORIFICE FLOW 54n ni-7-50%cbggxl 30U fiA0 2.R9 f1.4f1 4.00 4.62 4.f1 ORiFTCRFLOW 54D DI-7 - SOe/u cbgyeed 3 00 6.40 2.89 D.4D 6.50 7 51 4.0 ORIPICH PLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) 4.00 (Intensity is 4lnlhr (er spread, antl 6.5 INhrTor capacity and depth) Mannings Coefident, n is 0.013 Inlet hytlrology Curb and Gu er Inlet L a S F m S O A G � A � t � y d u £ .a Y� d ri o a 'o a ai � 3 w w � u9 . y rX � � W o `o s 92 9B 12.0 0.22 0]5 0.185 0.88 O.m 0.86 0.0513 0.0200 2.0 0.0833 4.1BW t.tt 0.94 3.5182 0.1486 0.15]8 8.18 1.47 1.m O.BB O.m 94 9B 10.0 0.21 0]0 0.14] 0.58 O.m OS9 0.02]0 0.0200 20 0.0833 4.16W 4A6 0.90 5.5182 0.1486 0.1520 8.98 1.5] 1.m 0.58 O.m 34B 9B 10.0 0.25 0]0 0.1]5 0.]0 O.m 0.]0 0.02]0 0.0200 20 0.0833 4.16W 4.86 0.88 9.5182 0.1486 0.1490 8.92 tA4 1.m 0.]0 O.m 98 9B 10.0 0.18 0]0 0.112 0.45 O.m 0.45 0.0411 0.0200 20 0.0833 4.16W 3]9 0.96 9.5182 0.1486 0.18m 822 1.81 1.m 0.45 O.m 38B 9B 13.0 042 0]0 0.294 1.18 O.m 1.18 O.D2m 0.0200 20 0.0833 4.16W 6.22 0.8D 9.5182 0.1488 0.13]3 628 1.45 1.m 1.18 O.m 380 38 Ta.O 033 0]0 0231 0.92 O.m 092 0.05]3 Bmm 30 OOa33 4.1650 a.6T 0.90 35192 0.148fi 0:152(1 9.fi3 IA5 i.m B92 Bm 40 3B 8.0 0.21 0.]5 0.158 0.63 O.m O.B3 O.Otm O.mm 2.0 0.0833 4.1650 6.6t 0.85 3.5192 0.1488 0.1446 5.00 1.80 f.m 0.63 O.m 40B 3B 8.0 0.2D 0]5 0.150 0.60 O.m O.m 0.0145 0.02m 2.0 0.0833 4.1650 6.16 0.88 3.5192 0.1468 0.1490 5.38 1.49 f.m O,m O.m 44 3B 6.0 0.11 0]5 O.m3 0A3 O.m 033 0.02m 0.02m 2.0 0.0833 4.1650 3.86 0.88 3.5192 0.1468 0.1808 4.41 1.38 f.m 0.33 O.m 46 3B 6.0 0.06 0]0 0.043 O.O O.m 0.1] O.Oim Omm 2.0 0.0833 4.Ifi50 3A2 0.98 3.5192 0.14fi6 0.163] 2.fi] 1.50 i.m 0.1] O.m de 3B 6.0 0.16 0]0 0.112 0.45 O.m 045 0.0125 Bmm 2.0 0.0833 4.Ifi50 6.73 O.m 3.5192 0.14fi6 0.1520 4.50 1.33 i.m 0.45 O.m 52 3B 6.0 0.12 0.]0 0.080 0.3d O.m 034 0.0125 Dmm 2A D.0833 4.I6m 6.2fi 0.93 3.5192 0.14fi6 0.156d 3.92 1.53 i.m B30 O.m 52B 3B 8.0 0.1D 0.]0 0.070 0.2B D.m 028 0.D125 0.0200 2.0 0.0833 4.185D 3A7 0.65 3.5192 0.1486 0.1593 3.69 1.67 f.m 028 O.m 66 3B 8.0 0.12 0.]0 0.084 0.34 D.m 024 0.D315 0.0200 2A 0.0833 4.185D 3S7 D.97 3.5192 0.1466 0.1622 5.06 1S8 f.m 0.34 O.m 586 38 78.0 1.08 0.10 0.424 1.7<I O.m 1.J0 O.m15 0.02110 2.0 0.0833 4.1650 BS8 0.]8 3.5192 0.1466 0.1344 11.19 1.43 f.m 1.]0 O.m 58 38 8.0 0.09 0.]5 O.OBB 0.2] O.m 02] O.m15 0.02m 2.0 0.0833 4.1650 428 0.98 3.5192 0.1466 0.183/ 4.69 1.31 f.m 0.2] O.m m 38 8.0 0.08 0.]5 0.045 0.18 O.m 0.18 0.02m 0.02m 2.0 0.0833 4.1650 4.08 0.99 3.5192 0.1466 0.1652 3.38 1.]8 f.m 0.18 O.m mB 38 8.0 0.23 0.40 O.m2 0.37 O.m 0.37 0.02m 0.02m 2.0 0.0833 4.78m 4.03 0.95 9.5182 0.1486 0.1599 4.84 118 7.m 0.37 O.m 84 38 4.0 O.OT 0.50 O.mS 0.14 O.m 0.14 0.0235 002m 2.0 0.0833 4.78m 2.I2 0.� 9.5182 0.1486 0.1852 3.18 126 7.m 0.74 O.m BdB 38 4.0 0.05 O85 O.m3 0.73 O.m 0.73 0.0235 Omm 2.0 0.0833 4.78m 2.66 0.� 9.5182 0.1486 0.1852 3.08 1.30 7.m 0.73 O.m 88 38 6.0 0.05 0.65 O.m3 0.19 O.m 0.13 0.045] 0.02m 2.0 O.Om3 4.1850 2A3 1.m 9.5182 0.1468 0.1688 3.74 1.81 i.m 0.15 O.m 86 3B 8.0 0.14 0]5 0.105 0.42 O.m 0.42 O.m55 0.02m 2.0 O.Om3 4.18`A 4A0 0.88 9.5182 0.1468 0.i6m 5.79 tAe i.m 0.42 O.m mB 38 10.0 021 0]5 O.iSB 0.63 O.m O.m 0.0355 0.02m 2.0 O.Om3 4.t6m {AZ 0.82 3.S1B2 0.14m 0.1548 7.02 1.42 1.m O.m O.m 700 3B 8.0 o.OB 0.75 O.Om 0.24 O.m 024 0.0141 0.02m 2.0 O.Om3 4.16m 5.88 0.97 3.5182 0.1466 0.1622 3.45 1.74 7.m 0.24 O.m 70F 3B 8.0 0.18 0.50 0.090 0.38 O.m 0.38 0.0141 0.02m 2.0 0.0833 4.1850 4.26 0.93 3.5182 0.14m 0.1584 4.19 1.43 1.m 0.38 O.m ]2 3B 6.0 0.15 O80 0.090 0.36 O.m OSB 0.0112 00200 2.0 0.0893 4.18m 4A6 0.92 5.5192 0.1488 0.1549 3.93 1.53 1.m 0.38 O.m ]20 3B BA 0.1D 0]0 O.WO 0.28 O.m 028 0.0112 00200 2.0 0.0893 4.18m 4.06 0.95 5.5192 0.1488 0.1589 3.48 i.13 1.m 0.28 O.m ]4 3B 4A 0.01 0]0 0.028 0.11 O.m 011 0.02m 00200 2.0 0.0893 4.18m 2S8 0.98 5.5192 0.1488 0.1652 2.]5 i.OS 1.m 0,11 O.m ]6 3B a.0 OA] D80 Bm9 0.10 O.m 0.10 0.0310 0.02m 2A 0.0833 41850 2.2d l.m 3.5192 0.1466 0.168fi 2.93 1.3] i.m 0.10 O.m J66 3B e.0 0.19 D85 0.ifi2 O.B5 O.m 0.85 0.0310 0.02m 2A 0.0833 41850 aAfi 0.91 3.5192 0.1466 0.1530 6.85 1.R i.m B85 O.m ]8 3B a.0 OA5 D60 OIXW 0.12 Om D12 001m DOZfp 2A D0833 41650 3.01 D98 35192 014fi6 D1652 230 V4 1m 0.12 Om 80 3B 6.0 OAb D80 0048 0.19 Om D19 001m D02[p 2A D0833 41fi50 3.69 D9T 3A192 014fi6 D1622 284 1A1 1m 0.19 Om 800 3B 8.0 021 D80 O.ifiB OfiT Om D87 00200 DOZfD 2A D0833 41650 6.06 008 3A192 014fi6 D14m 622 129 1m B6T Bm 82 38 8.0 021 0]5 0156 063 Om OB3 001m 002m 20 0053.i 41650 6.Bt B85 35182 D1486 e1448 Sm 160 1m 083 0.m 82B 38 8.0 Om 0]5 0015 0.30 Om 030 001m 002m 20 005ii 41650 42fi B93 35182 0.1486 D1584 3m 122 1m 030 0.m 820 38 8.0 O1B O60 0.114 0.46 Om 046 001m 002m 20 005Yt 41650 4A7 D88 3.5182 0.1486 D14B0 429 tA0 1m 046 0.m 80 38 8.0 0.17 0.65 0.111 0.44 O.m OA4 D.m10 0.0200 2.0 0.0833 4.1650 3AT 0.85 3.5192 0.1488 0.1599 5.]t 1.10 f.m 0.4d O.m 80 38 10.0 0.158 O.BS O.m 0.83 D.0281 0.0200 2.0 0.0833 4.1650 tA2 0.8D 3.5192 0.1488 0.1520 6.B2 1S1 f.m O.6S O.m BDB 38 12.0 0.35 0.65 0.228 0.81 O.m OAt D.0281 0.0200 2.0 0.0833 4.1650 6A0 0.87 3.5192 0.1488 0.14]8 ]S] 1SS f.m 0.91 O.m 92B 98 4.0 OAS 0.55 O.1126 0.11 O.m 0.11 0.02m OA2m 2.0 0.(IW3 4.1650 2.68 0.99 3.5192 0]466 0.1652 2.J3 tA6 i.m 0.11 O.m 94 98 8.0 026 080 0.156 0.62 O.m OA2 O.OP/5 0.02IX1 2.0 0.(IW3 4.1650 6.90 O.tp 3.5192 0.14fi6 0.14D 4.63 iJ3 1.W e62 O.m 98 36 8.0 0.18 D6D 0.108 0.43 D.m 0.43 0.01]5 O.P100 2.0 O.OB33 4.1850 4A8 0.93 35192 0.1466 O.t581 482 166 t 00 043 O.m 100 36 10.0 0.29 D65 0.189 0.]5 D.m 0.]5 O.m]5 O.Olm 2.0 0.0833 4.1B50 4.88 0.90 35192 0.1466 O.t520 J.]9 128 LDO 0]5 Om 102 36 10.0 0.28 DTO 0.1% OJ8 D.OD 0.]B 0.03m e0200 2.0 0.0833 4.1650 lA8 0.88 35192 0.1466 O.t490 J.49 1.33 t.m D]8 Om INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intersity 6,50 (Irnerlsily is 4inPorfor spreaq antl 6.5 in/hr fircapaci[y and depth) Mannings Coeficienq n is 0.013 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intersity 6,50 (Irnerlsily is 4inPorfor spreaq antl 6.5 in/hr fircapaci[y and depth) Mannings Coeficienq n is 0.013 Inlet H Rology Curb and Gutter Inlet � 2i A � O S fL � 1 B E I 3 � P � t s Q � 'y � u d D � D D 6 8 � � 3 s s e .s � _ e 8 A I p y E � m % m y S � w vi � a s o � $ B F $ � .c c, � " _ � i < N n � m £ � � z, INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (intensity is 4 in/hr for spread, and 6.5 iNhr for capacty and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet $ D � n l s ° � m w c s � m$ eu � a 9 o .e � a � a o 0 0 'a a s a £ 9 9 § � � . s` 8 � L � g n� � � H. A 3 � � r= G 2 a_ m g = c `a 5 � a v v r i oft 005 O .Om 0.12 Om 0.12 0.m10 0.02m 20 0.m33 d.i6W d.8a r' ht q 00] 1121120 .OR 0.1] Om 0.1] O.m10 0.02m 20 O.m33 4.1658 5.28 3B 3C fiA oanbinetl fbw 0.3 0.06 0.121 2.77 bf[ ,1.11 070 DOTI D31 Om 031 Om10 OA2m 20 Of1893 41� 6.60 rqh[ 0.11 010 O.OTI 0.31 O.m 0.31 O.m10 0.02m 20 O.m39 4.16m 8.60 44D 3C 0.0 conbinetlfbw D6 ON 01)] a06 Maximum allowable apead=T STRLL13RtE D21INAfL' I] (u) YIUW'ITPY. I Vlka 'I t'PN .4KY4 0"y°) YMi1MFJFR Irr) .4 (ecRe9) l: 1 Ot.ruR) Q (cn7 YD-6A 18"Nybphst Ymd llllM 0.59 30.ti 0.15 0.45 4.W 0.270 0.23 WEIR FLOW Yf}fiA lR"Nybphtt Yard Lila 0.59 30.25 0.15 0.45 6.50 11.439 0.34 WEIR FLOW YD-6A l8"N b hst YaldTNM-50%cb 0.30 15.13 O.15 0.45 4.W 0.270 0.39 WIIlt FLOW Yl}6A 18"Nybphst Yardhdel-W%ebggwl 0.3 15.13 U.li U.45 6.511 U.479 0.92 OW WL'1R llLOW YL>-613 18"Nvlu hst YlmllNel U.59 3U.25 U.14 U.45 4.UU U.252 0.24 WIiBi Fl(JW YD-tiB IS"N ha[Yard lBht 0.59 30.25 O.L4 0.45 6.50 0.410 0.33 WEIR FLOW Y 0.61i 1%"N'b kul. Vanl lnlel-511%dD 1 11.311 15.11 11.14 1145 41111 11252 U.38 WI'Ik FLOW Y1Y6B 18"Nybphst Yard lDbt-50%cbggcd 0.3p 15.13 0.14 0.45 6.60 0.4I0 O.RII WEIR FLOW YI}6C 18"Nybphs[Ya1d lDht 0.59 30.25 0.11 0.45 4.W 0.198 0.20 WEIR FLOW Y1Y5C 1R"Nybphtt Yard hlkt 0.59 30.25 0.11 0.45 6.50 0.322 U.28 WF3R FLOW YD-6C 18"Nyb hst Yard lnlM-50%cb 0.30 15.13 0.11 0.45 4.W 0.198 0.32 WLIli FLOW Yl}fiC 18"Nybphst Yard lnkt-50%dogged 0.30 15.13 0.11 0.45 6.50 0.322 U.49 W77R PLOW Yf>fiD 1R"Nybphst Yard hilel 0.59 30.25 0.09 0.70 4.W 0.1 OR U.13 WEIR FLOW YD-6D 18"Nylopha[YBN Inlet 0.59 30.25 OA9 0.30 6.50 0.176 0.19 WEIR FLOW Yf}fin 7R"Nybphtt Yard Tnlet-50%clogged 0.30 15.13 0.09 0.30 4.W U.IOR U.21 WF7R FLOW Yb6D IS"Nybphst Yard Inlet-50°/p cogged 0.30 15.13 009 0.30 6.50 0.176 0.311 WIRi FLOW YI}bE 18"Nybphst Ymd ldet 0.59 30.25 029 0.40 4.W 11.464 0.36 WFIl2 FLOW Yl>6F. 1R"NYbphat Yard LJet 0.59 30.25 0.29 0.40 6.50 0.754 U.bR WEIR FLOW YI}bE 18"Nvbphat Yard loot-50%cogged 0.30 15.13 0.29 0.40 4.W 0.464 1.03 WEIR FLOW Yl>6F. 1R"Nybphst YanlTnlel-SU%cloyed 0.30 15.13 0.29 0.40 6.50 0.754 2.71 WEIR FLOW YIY6P 1R"Nybphst Yard idet 0.59 30.25 0.23 0.45 4.W 0.414 U.33 WPAR PLOW YD-6P 18"Nybphst Yard lnlel 0.39 30.25 0.23 0.45 6.50 0.673 O.S4 WEIR PLOW YD-GF IS"N b hs't YardlD4;l-50%clo Y P gnxl 0.30 15.13 023 0.45 4.W 0.414 O.R2 WFJlt FLOW YL>6F 18"Ny'bphsl YaMlnlel-50%cb88� 0.30 15.13 U23 U.45 6.SU 0.673 2.16 WliR FLOW YL17A 18"Nybphst Yard ldel 0.59 3U.25 U.18 U.6U 4.W U.472 0.34 WL3R FLOW YD-7A LB"Nyb hat Yard lBLd 0.59 30.25 0.18 O.W 6.60 0.702 0.39 WEIR FLOW Yl}7A IS"Nybphst Yanllnlel-50%doggwl U.3U 15.13 U.18 U.W 4.W LL432 0.89 W1dli PLOW YD7A IS"Nvb hst Yardhdd-50%doegcd 0.30 15.13 O.L8 O.W 6.60 0.702 2.35 WEIRFLOW YD-7B l8"NvID hat Yard lDbt 0.69 30.25 O.12 0.50 4.W 0.240 0.23 WEIR FLOW Yl}76 18"Nvlu Inat Yan11Ne1 U.59 30.25 U.12 U.50 6.SU LL39U 0.32 WL112 PLOW YI}7B 18'Nvb hs[Y d -50%do p ar Inlet ggcd 0.0 3 IS.13 0. l2 0.0 5 4.00 0.240 0. 36 W W ER2 FLOW YL7-7B IS"Nybphst Yanl lnlel-5U%duggal U.3U 15.13 U.12 U.SU 6.SU U.3W 0.73 WliR PLOW Yl}7C 18"Nybphst Yard Ink( B59 3U.25 U22 U.45 4.W U.iyb 0.32 WLIR PLOW YD-7C l8"Nybphst Yard IDL1 0.59 30.25 012 0.45 4.50 0.644 OA9 WEIR FLOW YL17C IS"Nybphst YardWel-SU%doggwl U.3U 15.13 U.22 U.45 4.W 0.396 0.73 W13R PLOW YD-7C I8"Nvb hst Yardlnbt-50%cb 0.30 15.13 012 0.45 6.50 O.G44 1.9A WEB2 FLOW YD-SA 18"Nvb hat Yard lBht 0.69 30.26 0.04 O.W 4.W 0.09G 0.12 WI�i FLOW V6RA 1R"N o htt Yard bi INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6. W (Irrtersity Is 4 iNhr for spreaq and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet E $ L � 3 o e � > � m m U m _ _ � g3 m �' 0 3 d u � d o o w e $ _ � 8 y� � 1. p 3 � m � rb � a. $ 3 fi � � v g "c L6 E pp � � 9 - � r rc v v NU 0.05 0.60 0.030 0.20 0.00 0.20 O.m10 0.02m 2.0 0.0833 4.1B50 5.58 rghl O.OT O.m 0.042 0.27 0.00 0.2] O.m10 0.02m 2.0 0.003J 4.1650 6.31 38 3C 8.0 cortbMtlfbw 0.5 O.OB O.1B] 9.89 Nfl 0.11 DJD D.OA 0.5D 0.00 OW O.m10 O.mOD 2.0 0.0833 4.1fi50 Z9Z rgM1l 0.11 0.]0 O.OTI 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0833 4.1650 ].92 440 3C 8.0 combMtlfbw 1.0 0.11 02d5 5.80 Maximum allowable speed=T Nfl 0.18 0.55 O.OBB 0.5] D00 05] 0.0010 0.02m 2A D0833 4.18m 833 right 0.14 0.55 O.OTI 0.50 0.00 0.50 O.m10 O.m00 2.0 0.0833 4.1850 ].92 44F 3C 8.0 combined boar 1.1 0.12 0.256 6.BT Maximum allowable speed=T sort 009 D.]5 0.060 0.41 0.00 p.44 0.0010 O.fROp 2A 0.0833 4.1650 7.59 right 0.08 DJS D.O60 0.39 000 0.39 O.m10 O.mOD 2.0 0.0833 4.1fi50 Z21 50 3D 8.0 mrrbi,retlfbw 0.8 0.10 0.216 6.9d Maximum allowable speatl=8.P6' bfl 0.06 0.]5 0.045 0.29 OAO 029 0.0010 0.020D 2.0 0.0833 4.1650 6.d0 rgM1l OW D.TS O.m3 0.34 OAO 0.31 p.0010 0.02m 2A 0.0893 4.tfi50 a88 SOB 3C 8.0 mpbMtlfbw 0.8 0.08 0.180 6.19 Maximum allowable speatl=8.26' bfl O.zO O.fi112 .12p 0.]B OAO 0.]B O.m10 0.020D 2A 0.0833 4.1650 9.36 rghl 03p O.EO 0.180 1.1] 000 7.17 0.0010 0.020p zA ji 0.0B33 4.1650 10.89 54 3C 10.0 corrolnca lbw 2.0 0.16 0.343 ].68 Maximum allowable spead•12' left 0.19 O.m 0.153 0.99 0.00 0.98 O.m10 0.0200 2.0 0.0833 4.1650 10.22 rqm DeJ o.eo 0.136 o.ea o.oD o.9e Dmm D.o2aD z.D o.De33 4ds5D s.e1 546 3C 10.0 rombMtlrbw 1.9 0.15 0.9]4 T.68 Maxlmum allowable speatl•12' left 0.06 0.45 0.02J 0.18 0.00 0.18 0.0010 O.m00 2.0 0.0833 4.1fi50 5.35 rqM 008 O.dS O.m6 023 0.00 0.23 O.m10 0.02m 2A 0.0833 4.1650 596 62 3C 8.0 combined flow 0.4 0.07 0.153 9.60 Maxim um allowables ad•T lafl eD9 D.]5 0.066 0.44 OW 0.49 O.m10 0.0'NO 2.0 0.0833 4.ifi50 Z59 r M 9 OAS O.TS O.D38 0.24 e00 0.24 0.0010 0.0200 2A 00833 4.16m 6.m TD 3C 8.0 eomOMdlbw 0] E 0.10 0.215 6.92 Maximum allowables eatl •8.25 P oft 0.16 O20 0.112 O.TS 0.08 0.81 Om10 0.02m 2.0 0.0839 4.1650 8.48 right 0.10 O.TI 0.0]0 0.46 0.06 0.51 O.m10 0.0200 2.0 0.0833 4.ifi50 ].85 J06 3C t0.0 combMdfbw 13 0.12 0264 B.OI Maximum allowable apead a8.2M left 0.17 O.m 0.066 O.d3 0.00 0.43 0.0010 0.0200 2A OA833 4.i6m 7.18 r m U mi om Does Dag Poo D43 aoo1D aozco zA oca33 masD T_ba ]3B 3C 8.0 cembMtltbw OR 0.17 0.2m 6.74 Maximum allowable speatl=8.26' eft 008 0.]5 0.060 039 000 0.39 O.m10 0.02m 20 00833 4.16W 7.21 rgM1l 0.06 O.J5 0.045 0.29 0.00 0.29 0.0010 0.02m 2.0 0.0833 4.1650 6.48 ]2F 3C 8.0 combined fbw 0.] 0.10 0.215 4.92 Maximum allowable speatl=8.P6 bfl BO6 OBO ODI9 B31 ODO D31 D02m a02D0 2A 80833 416W 3]8 right 0.06 0.80 D.048 D.31 0.09 0.40 0.02m 0.0200 2.0 0.0833 4.1650 /.i6 ]60 3C 8.0 copbketl tow 0.] 0.09 0.195 4A7 Maximum allowable apead=l2' Nn ooz o.es o.Dn o.11 oaD -0-1-1 D.DD1a D.ozoD zA o.Da33 4.t650 dm right o.m D.es D.Deo D.39 o.DD D.� D.aD10 D.ozm z.D ope33 baesD 719 mB 3C 8.0 cortbMOfbw 0.3 0.0) 0.153 9.fi1 Maximum allowable apead=l2' btl e02 D.TO 0.014 0.09 e00 Om O.m10 0.02D0 2A e0833 4.1650 I.18 rqM B10 BJO 00]0 Bd6 B00 D46 Dm10 a0200 2A B0833 41650 764 88 3C 6.0 combined Toe 0.5 O.m 0.1&5 424 Maximum allowable speatl=72' bfl 0.19 p.m 0.114 Ol4 ji FENCING AND ORING F-�CF CC QCFG I�AR) DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2".2" HARDWOOD STAKE TOP — _ V +I , + + - r — t °— ° e :unl-- _- t _ V •- n mc�` ' -/ - - ^ 1 — — — � j 'i 1/3 OF BALL VAS SHOWN IN E BURLAP MDEPTH U222 NS 'Z'scARIFv suesolL ro a M _ _ intro gymka DRIP UNEMULCH SAUCER - .: ....... /�� I -- — FINISHED GRADE �C� CD ,, a_ LOTAREA /LL 4-•'--•-�'•-'OPEN SPACE A -:- / / / i / /\ TREES UP TO 4" CAL. SHALL BE STAKED� //�1/3 HT. OF TREE TREES 4" CAL. OR LARGER SHALL BEo yz ACRES / WISTED, #12 GAUGE WIRE WIw \ E SNOW FENCE AND TURNBUCKLES. LOOP HOSE W x / / / \ I GUYED WITH 3 EQUALLY SPACED / LOT 11 LOT izo I _ AROUND TRUNK ABOVE BRANCHES Z \ AS SHOWN. FLAG WIRES WITH Z L — -- __ PROPOSED SIG HT J 1 z ' _ _I EgSE qR -`\ \ �/ g \ III III COURVEY TAPE. REFER TO SPECS w M — 00 L I ✓ —IL FOR ADDITIONAL INFORMATION. DISTANCE EASEMENT ( / f -_ EIVT) \ \ \ LOT 118 LOTS 116 -1zo TO BE III rn --. \ \ \.:', , / / IIA —III = —f AMENDED SOIL MIX z I I / \ INCLUDED WITH SITEITI- I Q Q' S O W III _ = S� v \� LOT 11] PLAN FOR PHASE IV / ! COMPACTED suecRAOE - - - �- - jaf M LOT i1 LOT 11 ��-- { - - yv v LOT 116 / V / BOARD FENCE �M �M `o 5 LOT11 3 LOTuz W y PROPOSED SIGHT r s \ /// \� p Tree Planting and Staking Detail 4 LOT 111 W w DISTANCE EASEMENT- v y� vA. /� 6. / coed FENCE 0 / I I Not To Scale Z / C I 9 LOT 108 ] \ \ \ ! / 5 _ v /snc vENce w c Z Q / LOT uo LOT 10 - -- - s ¢ u I\ \ . / i E o CORRECT METHODS OF TREE FENCING 0 TREES UP TO 4' CAL SHALL BE STAKED r (.J .. WITH 2-2%2" HARDWOOD STAKES. r Q w / k / \ \ LS \ • ' \ �/ ` I , Id / TREES OF 4• CAL OR LARGER SHALL BE U) \ \ I : /lip Z Q p Z Q w w GUYED WITH 3 EQUALLY SPACED. TWISTED, DO CI Z - -_ 9 O � �\ LOT lOy \ / " \ \ \ / �\ \ / //'. " c* / QS I \ ` I TRUNK• FLAGRN CWIRES WITH COURVEY KLES+ LOOP OTAPE O !j Za Q Q N \ _..—_ / LOT 10 \.. \ \ \.\ S \ \ �:. �/ o, / ✓I Wk' I/ REFER TO SPECIFICATIONS FOR ~ 0 O o' (9 (9 O 't �� 1 t / FURTHER INFORMATION > a 3 / e . � \Wf1'VI All G \ I o /• 7 it w w _ LOT 101 \ �- I x \ /� L� "Q� �i / / '\� °• � ...jY� ,/ V � AiMM'M � �//" \_ G GUYWIRES WITH RUBBER HOSE AND Z � � W 0' Z Z Z ' W w w O I w w \ • v \ // (/�` `V:� ii� �/ PHASE IV MI/i _ �yI TURNBUCKLES 2/3 UP TREE O O j w Q li Q Q N =-r a a // // i 2".2 HARDWOOD STAKES, ALIGN K Q s LOT1oo tS O FUTURE •+ CORRECT TRUNK ARMORING V� w w o DEVELOPMEN �"" TOP of STAKES Lu ¢ N Z a ¢ ¢ N _ / W� o ° V A - /g�Q'�Q /� !/ MULCH SAUCER w Q w 0 li li %TRIANGULAR BOARD FENCE < m o (n LOT99 / (3)PASTREETTREES i9 0 h P \ w \ \ \ / p w /ALONG LEEHAM STREET - r r - _ �� //�� rp O Q \ \ \ \� J / r — — —uj a IIIII\� AMENDED SOIL MIX J Q ` \ V IIII Lu w v v LOT 8 O ¢ wa �w 9 / / GRA H� v��LE m ,ITI Z f --1I = o .. w� „ V -III II=11 w w T----`_- �\ o s Bo -III = — \ PROPOSED SIGHT � - � / / 30 \ I CUT AND REMOVE BURLAP FROM TOP ti w \ I III- 1/3 OF BALL AS SHOWN O DISTANCE EASEMENT / I / � I RESIDUE AREA I \ I � > \ \ - 111=11 w -o RESERVED FOR — SCARIFY suesaL TO a" MIN. DEPTH 0 III I -I' I i( h FEET t \ (tl COMPACTED SUBGRADE D PA 'DEVELOPMENT � 2 =11 IIC 2 -I- - g g • \ w o ACRES �. Ever reen Tree Planting Detail - - i -- - - i \ Not To Scale c WCISSTREETTREES _- o � °• \ � ' ' . ' • � .: ALONG LEEHAM STREET 45 _ II PROPOSE FI E PIT OPEN SPACE B I y AR - 2.5" CALIPER TREE 2 AND SEATING AREA 0. ACRES \ \ I O ° TOT L: CALIPER TREE 43 \\ TOTAL: 2 TREES -4 -+ N N N N N cc II I \ \ � TOTAL: 34 TREES N N N N N N N c - w o o .--I 'H N N O N N Q M M n IA IA N O\ I I I E \ QP - 2.5" CALIPER TREE o o CD 0 0 0 0 I I I I I PROPOSED ACTIVE `. \ v \ \ �\ \ OTALS 6 TRLEESR TREE j z)1z NI I RECREATION AREA o \ TOTAL: 59 TREES E APARTMENT u + T TREE o U) BUILDINGS - - - - \ - - + BN - 2.5" CALIPER TREE TOTAL 47 TREES 7 ®/ CIS 2 5" CALIPER T Z '/ \ ° .. ,.'� ° • v 1. NCLUDING (6) •_ o I� _ _ ° ® ®® �� �, •- \ \ \ \ \ TOTAL: 29 TREES AFFORDABLE LII I ' VA FIG - 3.5" CALIPER TREE I UNIT II I I � �� TOTAL: 8TREE5 u ALONG HUMBOLDT ST — r \ \ \\ MG- 4'-6' HT. TREE 97 (3) OP STREET TREES I / \ \ z � t I i LOT , ; . \ / A "9�P �` ° �� / � � TOTAL: 33 TREES M _ LOTg6 LOT95 ALONGHUMBOLDTST ! GB \\ LT-2.5"CALIPER TREE (� ��Q \ (z8) OP STREET TREES UAP II LOT \ TOTAL: 17TREES ClC4'-6'HT.TREE G ALONG PARK RIDGE DRIVE-- J 19 + TOTAL 24TREE5 I I I \ 61 \ ' \ / LS - 2.5" CALIPER TREE CJ- 6' HT. TREE -q J�F / TOTAL: 12 TREES TOTAL: 45 TREES M o LOT go / �' ° �\ an ° w _ \ 0 o i' u I T / LOT 8 „oonnu,° - sl - _ 9 / `'_ �\ \ PA-2.5"CALIPER TREE CV T I - I LOT 88 h^ \,\\` \ \� / �� TOTAL: 13 TREES CD Q o mni o`:' \ \ AG- 6' HT. TREE o` - I `' . ) / LOT 87 \ TOTAL: 6 TREES -_*J— y 5 �I I I ° \\ \ — \ / LAID - 2.5" CALIPER TREE 10 IG - V LOT 86 \ \� (z8) OL STREETTREES CC- 6' HT. TREE N O 3 \ TOTAL: 20TREE5 110)CA /. �T .. -� / BN / •'\ ----- w \� \ ALONG PARK RID GEDRIVE ] ,e TOTAL: 6TREES W PR 6��T l \ @ \ \ �� \\ _ w IVATE TR v / \ QC - 3.5" CALIPER TREE° - f I // ClCF- 6' HT. TREE TOTAL: 6 TREES TOTAL: 6TREES o END OF PRIVATE ROAD / \ \ \ \ = Ld U - 6' HT. TREE J < o QC - 2.5" CALIPER TREE ° TOTAL: 7 TREES z z o \ ! TOTAL: 9 TREES "" o I QS �., (• Q I (6) UAP STREETTREES LS I - ALONG ANLEE ROAD I I \ l \ �.- i _ - I _ > >_ w v v v / �; \ \ _ o 4� ¢ LOT 6 DISTANCE TO NEAREST — H� o (S) OS STREET TREES LLI l 5 LOT 57 INTERSECTION (CLAIBOURNE ROAD -- I --I // rr"�� 3 V F w \ O Z • D � v II LOT 8 / \ / � `,.: \ �w y AND PARK RIDGE DRIVE)=7o5 I� c CJ 45 ALONG ANLEE R Z J 5 LOT 59 \ \ J a I /174 LOT 60 \\ \ \ \ Lu o STREETTREES 61 n„\ w o • ;". _T � + _ALONG HUMBOLDT SIT LOT 62 �' � ° •° � , _ ; •,' :' _ ,U/� n . o�`° \ , ]g... . \, \ \ w�.w. • ° �<.. U = V / a� LOT 80 KZ, LOT 64 Is LOT65 / -BN ® \ \ \\\ \ \ �' L�T]8 { (3) PA STREET TREES o 1 _ I --- ALONG HUMBOLDTST/ / / \ OPENS Q E %\ - pq Lu _ J J I / — — \,' / g\ 0 Oul 4gCRESD \\\\° O _ D H c2 / /•, / \ \ PROPOSED SIGHT \ \ \ U) z \ T OPEN DISTANCE EASEMENT I / ��\ s\ \.\ \ lJ y w \ 1 ai I';F. I �. ° n.. I / �\.. —w i ' •, ES QL ' \.. LI® � �. l \. b -_P /�lU �,\. ,_,., \ / � / l - ---- � LLJ w R/VgT�eOCO \\\ OPEN SPACE E - w Z % \ / y h - o.o8ACRES O J Fyi?S Sj• \ \.- _ - LOT 21 -,� -� - \_ s \ -- � L.L o ° I n 6 \ U Zi3T6 12 P TREETTREE q$F % // 2 / ;T/ a; / \ s mmj(%� o PuBU .' . •. .. ii n l/ �: QP , °r �w CROAD ,, j' O Q LOT zz %: / Q o Lu- 4y / LOT z0 / \ (11)OSSTREET TREES / - \ \ /1 PROPOSED SIGHT \ // / L 4 / / O Q O a -.--_ -ALONG MEYERS WAY + _ DISTANCE EASEMENT / / a 0 OT7 / LOT 1g U b 5S LOT 54 / LOT LOT // / L 53 / 7 LOT z5 u w M + LOT 5z - / V / v v r ��� v vv LO / / /� �� p (11 00 r — + = LOT18 JOB NO. o AR OPEN SPACE F LOT 50 ° _ �,",_\ �7 �• A/ I / LOT 2] / F / I1 -/ / / l // /l �/ / 112066 2.58 ACRES a �L LO SCALE 49 c � 1 rr 30' o = LOT ] --- � �- E 2 � � .' I" '/ ._O � X/ � �/ � SHEET N0. a L NE 5C S Qs // / / 4 1 - - v LOT20 PROPOSED 8' WOODEN PRIVACY FENCE, SEE DETAIL, SHEETS LANDSCAPING CALCULATIONS SITE TREE COVERAGE REQUIREMENT: CANOPY COVER AT 10 YEARS EQUALS OR IS GREATER THAN 20% OF GROSS SITE AREA GROSS SITE AREA 868,586 SF less GREENWAY AREA 99,796SF less RECREATIONAL AREA & OPEN SPACE 163,785 SF TOTAL DEVELOPMENT AREA 605,005 SF TOTALTREE CANOPY REQUIRED 121,001SF TOTALTREECANOPY PROVIDED 121,752SF STREETSCAPE TREES REQUIREMENT: 1 LARGE TREE PER 50 FEET OF PUBLIC ROAD FRONTAGE OR 1 MEDIUM TREE PER 40 FEET OF PUBLIC ROAD FRONTAGE PARK RIDGE DRIVE 2,591 LINEAR FEET LANDSCAPING REQUIRED 52 LARGE SHADE TREES LANDSCAPING PROPOSED 56 LARGE SHADE TREES ARBOLEDA DRIVE 1,428 LINEAR FEET LANDSCAPING REQUIRED 29 LARGE SHADE TREES LANDSCAPING PROPOSED 29 LARGE SHADE TREES BARKLEY VIEW COURT 537 LINEAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 11 LARGE SHADE TREES MYERS WAY 1,169 LINEAR FEET LANDSCAPING REQUIRED 23 LARGE SHADE TREES LANDSCAPING PROPOSED 23 LARGE SHADE TREES HUMBOLDT STREET 528 LINEAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 14 LARGE SHADE TREES AN LEE ROAD 549 LINEAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 11 LARGE SHADE TREES LEEHAM STREET 356 LINEAR FEET LANDSCAPING REQUIRED 7 LARGE SHADE TREES LANDSCAPING PROPOSED 7 LARGE SHADE TREES \6 LOT 4 If SHEET zo //,� l it �o�2s °• \ LOT [ 4 \ \ / auln,2„ (12) 01 1./ + ALONG MEYERS WAY - / _ S / 4z 0 w�\ p Rs MF%E / ✓ / �_ / LI \ R0'4 q \ a QSW w W 02 01 6 I �/� LOT 2g % - - -- --- - -- / _ / W W�aw \.\\ \ \ I �, _ALL` '� w WSW` W�W -W_ �"_IWW'"IW "i • l {O LOT30 / E, 1 W \W W \ \V\//\\\ \\\\ \W \W u\ wW w��,W \W�\w \ �""/W / 111 l� •jl� I/ �\� %\ \ \ �• \ \ W `\ \ \` \ LOT 31 EXISTING / e STORMWATER' -MANAGEMENTA FACILITY e J' W W �.VIP LOT32 / W \' w /W / vv \\�\ \ / p /e/ W W \\ \ v\ OPEN SPACE F \ 2.S8 ACRES \ N \ LOT33 \ vVAf �l / � /r , W W W V� �.. C.unh'.1 Altle09fle / \\\� 6nnvtvamn Plop ChetUst Yo be. PlareA m, Lnndarnpe Anna (Handbook pp HI 2Re Ill M far camplele apeMeatiom) � � ;.•/ IJ / //� I. rh mn I c,tema I Ill -alma" me. rlen ✓ J/� L fa Fd iugt Vd d-pL FL [ b caved)_ / 0 L d dtyp fprl n J ng' (eLic. o bmd M1° , „elLer a 0 Prope.+ul brymd 6e bmrl, •• / LOT 16 I/. aewlur,¢ rtu,mdiog ofelwring z. M1f„� R. LLINS No. 035791 ,ILI I 0 All Lees to be.ave3 hall be adred 6C+Lut bbm M1 ¢nt dead_ -.bleb a,UF r _eretors. / / / �hepraluu;aWl69.' IId I , Eµ,MLvn'.I id IFN vdtya_,n,Y Lagmvor. 3. rr.cn_Lnaran d 4 8/29/22 / fl Troe pmaervanon and prof cli rtaa.,um ahall be rcvnx d 'm m ,ma 1 en stra �� a. a r a o .rntlm, a sr AH y l".n. nlemlu none n,dmerge ore n&fiooehoo mae-alumluni,gu,d aban not bal enntnt w lun in, diplince oft- j LOT 15 RNI F I tl e[ornrc M Ifnmtlnn IIM Sui d ..Hall daM Iv street fir.. r b rn. I Ph Rot ere no, pettnitlel within IOG feet ofthe dtiFline of nxa to ba aoM / 0. T ak Mate rh', i / IIJ Touctenterala shall mtbe stooelwlhm 10C feet 0ftLktphne offireolnWcoved LOT 14 >L nateelhe Iertln,: • 0 Treertobe latmned widhn of fx[nfapropwed balAog g Ng efivity.M1dl bepmtxted by fentln¢ -. _,_� / 0 remitlga be,nplacemdabalibepedavdapFrovedbyaCounty lmpeeorpriormgadhgoreomtrueuen. / / / a. 1alss,lR. F- \ \ / ® ler� nut ne aix1,vhnme dr plim xf tarn M1owved, etlzexdl sban bepov dec"odacoNmehnndetad mr z \ _ o,d btmttad 0 � \ / O one, One gna ru -1 itint Helm.r wl win„the mpl,earecmnnamA ntce wdlalmn nep,w,anq Rod nan,.r,rcnm, nnlnd ¢ O eotnu'Wf nVpuovd. u U) /: u. rrenmre.xa r..xarn 2: U) w U When Lmntovgu regmred,nthm theM1 't f lemnlg t.ahill be do¢e errs fa .f tM1, Lmu}x fteabl., Tnimeba. ca \ under u lm, here aluel be w 3anxl"n, At -five r•le. a ie araiop'aled Uml a ,lee anti Mdnnuyt der o", Z Q F z0 Q W W /U. U) x r r LOT 13 EI ltrotamve rennin, ahwl be the last firma-emneed dmLg the anal aleteW. N z F¢ F / n Id. a.na..al.rea. � ~,+ o� > w g z ¢ z / ® onnngedo-Imlln anted mmsl ,I n pn„,g. ivTrcA ,nr;dbrinmbnN rmn»ne,Ldl'.fi-pee.h.r �/ > d NOTE: IT IN THE 11RlT.1 PF.R'S RP9PUN.IRII.ITY TOff)NFRR WTTH THE CVNTRACTHR ON TRER C(INSERV47ION NEVUIREMEV'IH. z ¢ (AF-I C7 z w F (n (n / w aZ U n O O C p ¢ / / \ 12/13/2021 w O U) Ito owvele slc nA��ue Vr4lR) / / O _, W W Z z z U) 5 ­J I a a V) > W � a ¢ W w N z d Q z Q z CONTRACTPTRCIWERSIGNATURE OUTE) sivos Ppelal NOTE: THE TREE PRESERVATION AREAS ARE LOCATED WITHIN THE GREENWAY. , COO W p V) LL LL LOT 1z Lu ¢ / z w a � Ii i l LOT uj (p CONSERVATION PLAN NOTES: L 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO " A _ EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE c CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. w w � w � \ \ \ � „\ �"' /W / / l - LOT34 D 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED\�A \ WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. �A. \ \ \ \\, \ W \•` / r / ,� l /l rr I rr ,, A o ��� LOT 11 / 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE 20'EMERGENCY ACCESS ' \ \\ \ \ \ \ W �' _ l /i ill i I \ / \ COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. \ \ \ l I _ROAD EASEMENT (5) OS STREET TREES v � ti N N N N N 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. WSW w Wv w ry r� ry ry ry ry ry c ` \ I I b A EYCOURT o I� n c3 N O \� ( LONG BARKL 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND a \�\\., ..' '\ \ \ / �� •"• ¢Q .-1 .-1 N N o nl m o PROTECTED. ., .. `� \ \ . / V / A rn N ti N v n m� W�% v A LOT o o 0 0 0 0 6 AND NO LAND INSPEC INSPECTED AND APPRIOITY V DSHALL THEBEGIN COUNTY ENGINEERING DEPARTMENT. PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACT OR. �\\� • /' V r I \ Qs \ • - ---- --- O \V // .E 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY �. "..w - \E\. a., a'q I I• --_ \ / z -• SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM n ` ^•- \\ ° THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN q w w•, W a -- - - -- / �- .o'' .:-111 /I I - \ I / .. DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE - PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE w w W w I P REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. , .t;:W>W y w „ W W w w 4 - _ I ` _ /1 I�I LOT BARKLEYVIEW COURT - 1� / /- M P POSED 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE y A 35 II AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP>:::: XERCISE re '', u I PUBLIC ROAD (54' R/W) " M.. / (6) OP STREETTREES / M a: \ "- m -" - / ALONG BAR YCOURT AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. w �, "::: STATION _= o ry M .' KLE 10THE TREE PROTECT CLEAINE -UP. "��" (N MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING _ w W WN o S� • �'. 5 ,q 3 - - PLANT SCHEDULE � � � � � �� � � � \ I I I � \ � ' -•s � � LOT M � � '"W . W o SYM BOTANICAL NAME COMMON NAME SIZE CANOPY QUANTITY TOTAL COVERAGE w w a II �/ / (N 06 TREES W W w I - I / / m Q LOT3 �� STREETTREES \ W e, AR ACER RUBRUM RED MAPLE 2.5" CAL 452 2 1252 W 6 I (N o W AR ACER RUBRUM RED MAPLE 3.5" CAL* 452 6 3060 - W �� (24)LAP BN BETULANIGRA'HERITAGE' RIVER BIRCH 2.5" CAL 464 29 13456 A-ONGARBOLEDADRIVE 0` FG FAGUS GRANDIFLORA AMERICAN BEECH 3.5" CAL* 275 8 2564 V I I V ii I \ LOTS LOT6 // // o W LT LIRIODENDRON TULIPIFERA TULIP POPLAR 2.5" CAL 430 17 7310 '` W I � � � Ep Q i' I _ � _ - � / o LS LIQUIDAMBARSTYRACIFLUA SWEETGUM 2.5" CAL 288 12 3456 J �� - I LU PA PLANTANUSXACERIFOLIA'BLOODGOOD' LONDONPLANETREE 2.5" CAL 422 13 5486 J � �i m _ I i/ // o co UAP ULMUS AMERICANA TRINCETON' PRINCETON ELM 2.5 CAL 397 20 8252 y� �, ZONING LINE % Q QC QUERCUSCOCCINEA SCARLET OAK 3.5" CAL* 419 6 2826 L A QI U) H n QC QUERCUS COCCINEA SCARLET OAK 2.5" CAL 419 9 4083 \ / 37 o � !LOT3 IL] I - .0 QL QUERCUS PALUSTRIS PIN OAK 2.5" CAL 419 34 14246 - / LOT I� o QP IQUERCUS PHELLOS IWILLOW OAK 1 2.5" CAL 1 419 59 1 24721 \\ p \ - - _' / '� � LOT PROPERTY LINES ~I a QS QUERCUS SHUMARDI SHUMARD OAK 2.5" CAL 372 47 17484 / \ I _ SF O I� c y �� A _ _ - BETWEEN PHASE I LOTS _ H EVERGREEN TREES v / \ �' -\-- &PHASE III LOTS U OPEN SPACE G MG MAGNOLIA GRAN DIFLORA TITTLE GEM' LITTLE GEM MAGNOLIA 4-6' HT 54 33 1782 2.29 ACRES \ W W + Q �/� Q ' �u V/ o CD CEDRUS DEODAR DEODAR CEDAR 4-6' HT 143 24 3432 - GREENWAY / _ E,W CJ CRYPTOMERIA JAPONICA YOSHINOCRYPTOMERIA 4-6'HT 123 45 5535 ® ORNAMENTAL TREES / \ LOT38 QS� A LOT HT I Q LOT z o AG AMELANCHIERGRANDIFLORA SERVICEBERRY 6'HT 130 6 780 + v, \\\ ��, \ \ \ SFA Lu ` y y y T i I Lu o CC CERCIS CANADENSIS REDBUD 6' HT 124 6 744 \ z � �� W W W SPQ y \ \ V / E CF CORNUS FLORIDA FLOWERING DOGWOOD UHT 124 6 744 W W W a \ i - W� LI LAGERSTROEMIA INDICA CRAPE MYRTLE 6' HT 77 7 539 \ w W w W W W w w w \ - I \ \ J / TOTAL: 121752 + k w T * SIZE OF PLANT CALIPER TO INCREATETO 3.5" WHEN INSTALLED IN ENTRANCE CORRIDOR (ALONG THREE NOTCHED ROAD) SHRUB BUFFER LANDSCAPING PLANT SCHEDULE)``'LLJ LOT1 \ Z ��.I .� V LOT39 V �� SYM BOTANICAL COMMON NAME SIZE CANOPY (sfl TOTAL SITE �.��... W I \ N (15) OS STREET TREES i LL Z QUANTITY COVERAGE (sf) / /' + ALONG ARBOLEDADRIVE / \ o WW W W W J sHRuss � � �I \ � �ra0 / � � � � A / / � � (/) 0 W W y,, CA CLETHRA ALNIFOLIA SUMMERSWEETCLETHRA 18" ht. min 25 25 625 W - 1' •" /. - w �\ t \ \\ FM FOTHERGILLA MAJOR'MOUNTAlRY' MOUNTAIRY FOTHERGILLA 18" ht. min 20 25 500 v6' \ / - �•- \ o. l i n > IG ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 18" ht. min 12 25 ,42 \ W W \� \ / / �\ \ / 664 �LLI n 300 TOTAL CANOPY 1 425 w W / (28) OP STREET TREES W ° LENB OOK AT FOOTHILLS O rry / 7 ALONG PARK RIDGE DRIVE \ LOT 4o �� V / R PHASE IIB O Q N . •a. /YI !n a. W • o •i o eI di I o l \ 04 C" O n .. ,• A \ �� �, k W W W p� w W W ntl U: -W QL ■ PARK RIDG DRIVE DR __ - - �W + / U Lr)Lu PUBLIC ROAD 61' R/W) _ - - - - `" w� \ \ \ ` I - �/ / / / ^ J W ■ w n C- O O J cA - LOT 1 % JOB NO ,I . -• .°.. a... °. .. • Gl�A C �IC �5 A E 112066 6 ------ W W e. W W W W W W W W W W W W W + ao ao \ so SCALE OPEN o v SPACE E W W W W W W w w W W w w W" w w I 1 11 - .301 0 �\ 0.08ACRE5 W W W \ / x 1N 1\ SHEET NO. STREETTREESa- v ALONG PARK RIDGE DRIVE e '" I ¢ \ \ 1 i30 ) s in 21 =