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HomeMy WebLinkAboutSDP202200021 Plan - Revision 2022-08-22UVVIVLK: LLCIVGKUUA LLG PO BOX 1467 CHARLOTTESWLLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET, SE SUITE 400 GLENBROOK AT FOOTHILLS CHARLOTTESOLLE, VA 22902 ATTN: ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESWLLE, VA 22902 (434)293-3719 TAX MAP NO.: 1. PORTION OF 05600-00-00-057DO (DB.5039, PG.66) - 9.50 ACRES PHASE III FINAL SITE PLAN 2. POR77ON OF 056A2-01-00-06200 (DB.5039, PG66) - 0.08 ACRES J. 05600-00-00-05781 (DB.5039, PG.75) - 9.32 ACRES 4. EXISING RIGHT-OF(PLATTED NOT YET DEDICATED) - 1.04 ACRES SDP2022IIIIIIIIIIIIII00021 (SEE SHEET 3 FOR AREASEAS & PORTIONSS OF PARCELS) TOTAL AREA: 19.94 AC. ZONING., R-6 RESIDENRAL, BONUS LEVEL - CLUSTER DEVELOPMENT, WITH MANAGED SLOPES OVERLAY DISTRICT IMP 56-57D AND TMP 56A2-1-62 ARE LOCATED WITHIN THE ENTRANCE CORRIDOR W H I T E H A L L DISTRICT NOTE- IMP 56A2-1-62 /S SUBJECT TO THE APPLICAION PLAN AND PROFFERS ASSOCIATED WITH ZMA201600005 AND ZMA2021-00015. DENSITY., ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC ALBEMARLE COUNTY, V I RG I N I A + 30 %BONUS DENSITY FOR PORTION OF PHASE llI DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE PORTION OF PHASE Ill DEVELOPMENT WITHIN URBAN DENSITY AREA OF THE COMPREHENSIVE PLAN - SHOWN ON SHEET 3). TOTAL PROPOSED DENSITY FOR BY -RIGHT PORTION OF GLENBROOK AT F00774ILL: PHASE 1. 10 SFD UNITS WITHIN 3.61 ACRES (BY -RIGHT R-6) PHASE Ill: 144 SFD/SFA UNITS WITHIN 19.94 ACRES (BY -RIGHT R-6) PHASE V. 35 SFA UNITS WITHIN 5.84 ACRES (BY -RIGHT R-6) TOTAL PROPOSED DENSITY = 189 DWELLING UNITS WITHIN 29.39 ACRES TOTAL ALLOWABLE DENSITY., 6.435 DUA (22.29 AC x 6 DUA) + (7.1 AC x 6 DUA x 30% BONUS INCREASE) 189 UNITS. (177 UNITS + 6 AFFORDABLE UNITS & 6 MARKET RATE UNITS) TOTAL DENSITY PROVIDED., 6.431 DUA 189 DWELLING UNITS(INCLUDING 6 AFFORDABLE UNITS + 6 MARKET RATE UNITS) PROPOSED USE. PHASE //// (THIS PHASE) SINGLE FAMILY DETACHED UNITS = 20 UNITS (NOT INCLUDED WITH THIS SITE PLAN) SINGLE FAMILY ATTACHED UNITS = 100 UNITS MULTI -FAMILY APARTMENT UNITS = 24 UNITS, INCLUDING (6) AFFORDABLE UNITS NOTE.- TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS, EXCEPT FOR 774E (12) 1-BEDROOM RENTAL UNITS) OPEN SPACE.• TOTAL OPEN SPACE PROPOSED (PHASE Ill) = 6.029 AC (30.24%) TOTAL OPEN SPACE REQUIRED (25%) = 19.94 AC x 257. = 4.99 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION, WITH EXCEPTION OF A PORTION OF OPEN SPACE F WHICH INCLUDES A GREENWAY EASEMENT (2.289 ACRES). THE GREENWAY EASEMENT WILL BE DEDICATED TO THE COUNTY OF ALBEMARLE, VA FOR PUBLIC USE. ALL OTHER OPEN SPACES AND PORTIONS OF OPEN SPACE SHALL BE RESERVED IN A DEED FOR 774E COMMON USE OF LOT OWNERS IN 774E 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) RECREATION AREA: TOTAL AREA PROVIDED: 55,125 SF (NOT INCLUDING THE GREENWAY EASEMENT K17H PASSIVE 7RAILWAYS) RECREATIONAL 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 Ill DEVELOPMENT. PRESERVED/MANAGED SLOPES. NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET (SHEET 3) BUILDING HEIGHTS., MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET NOTE: VILLA UNITS 1-112 STORIES (MAX. HT.=25' & MAX. FOOTPRINT= 1665 SF) - BAYBERRY UNIT TOWNHOUSE UNITS: 3 STORIES (MAX. HT. = 30' & MAX. FOOTPRINT= 800 SF) - BALFOUR & POPLAR UNITS MULTI-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 COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 20OZ GRADED AREAS WERE FIELD SURVEYED IN 201 Z THE UPDATED BOUNDARY LINE INFORMATION WAS SURVEYED AND PROVIDED BY ROUDABUSH, GALE AND ASSOCIA7ES IN OCTOBER 2021. INFORMATON FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY CLEARED AND GRADED UNDER PREVIOUS LAND DISTURBANCE PERMIT. LIGHTING NO LIGHTING 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 3. (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 & MULTI -FAMILY UNITS): 224 GARAGE/DRIVEWAY PARKING SPACES 27 OFF-STREET PARKING SPACES 22 ON-S7REET PARKING SPACES TOTAL PROVIDED., 273 SPACES NOTE- ON -STREET PARKING SHALL BE PROVIDED ON ONE SIDE OF THE STREET WHERE INDICATED ON SI7F PLAN. NO PARKING SIGNS WILL BE SHOWN ON THE FINAL S17E PLAN DESIGNATING AREAS FOR ON -STREET PARKING AND WHERE THE ON -STREET PARKING IS PROHIBITED. PHASING THIS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT, WHICH IS BEING DEVELOPED IN PHASES TOTAL, INCLUDING PHASE 1, 11A, IIB, Ill, IV & V. BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVES77GAION OF THE SITE STREAM BUFFERS. 774E STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH 774E ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS. A RETAINING WALL IS PROPOSED WITH 774IS 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 774E COUNTY CODE AND IN ACCORDANCE WI774 CHAPTER 14. SEE SHEETS 23 & 24 FOR THE LANDSCAPING PLAN. BUILDING SITES. EACH PARCEL CONTAINS A BUILDING S17F 774AT COMPLIES WI774 SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. STREAM BUFFERS11FLOODPLAIM THIS SUBJECT PROPERTY 1S LOCATED IN ZONE X. THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON 774E SUBJECT PARCELS, PER FEMA MAPS 51003CO228D & 51003CO229D; FEBRUARY 4, 2005. STREAM BUFFER EXISTS, AS SHOWN ON SHEET J. 11 / LOT SFD LOT 81 SFO LOT 82 / SFD LOT M SFD LOT&I / SFD r LOT 68 / SFA _PEN a.V' / �j . -0PSNBPACE.' w 6 No Y LOT88 LOT88 SFA SFA LOT 90 LOT91 LOT 92 LOT 86 SFA SFA SFA SFA LOT 87 SFA OP09 ACR SE I LSFA12IL SFA T111I oFA110IL SFAS LSFASl SFA7 OFFS17E DISTURBANCE: NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE 77E-IN CONNECTION TO THE SANITARY SEWER SHEET LAYOUT WITHIN EXISTING UTILITY EASEMENT. FIRE FLOW / BUILDING CALCULATIONS: SCALE: 1" = 100' WATER/SEWER: THE DEVELOPMENT WILL BE SERVED WITH PUBLIC WATER AND SEWER. THE WATER PRESSURE FOR THE DEVELOPMENT IS 2850 GPM AT 60 PSI. NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. ISO CALCULATIONS: THE MAXIMUM REQUIRED FIRE FLOW FOR THE PROPOSED USE, BASED ON ISO CALCULATIONS, IS 1250 GPM. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED, WITH THE EXCEPTION OF THE UNITS PROVIDED ON THE APARTMENT LOT. IMPERVIOUS AREAS 3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D ADOPTED FEBRUARY 4, 2005. ON SEPTEMBER 28, 2021, THE ALBEMARLE COUNTY PLANNING COMMISSION APPROVED A REQUEST TO VARY THE PRIVATE STREET SIDEWALKS AND 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. Proposed Roadway 148,990 sf PLANTING STRIPS SUBJECT TO 774E FOLLOWING CONDITIONS: 5) l7E TRIP GENERA TON: TRAFFIC IMPACT NUMBERS ARE BASED ON 774E ITE TRIP GENERATION MANUAL, 10TH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT Proposed Sidewalk 39,200 sf 1. THE DESIGN OF THE SIDEWALK AND PLANING STRIPS MUST BE /N PROPOSED 124 DWELLING UNITS (100 SFA UNITS & 24 MULTI -FAMILY UNITS) Proposed Driveways 42,880 sf ACCORD K17H THE PROVISIONS OF SECTION 14-422, WITH THE AD RATE - 732 VPD PER DU = 908 AD (454 ENTER/454 EXIT) EXCEPTION OF THE LOCATION OF THESE ELEMENTS WHICH MAY BE AM PEAK RATE - 0.46 VPH PER DU = 57 VPH (12 EN7ER/45 EXIT) Proposed Residences 167,500 sf LOCATED IN GENERAL ACCORD WITH THE LAYOUT SHOWN FOR LOTS PM PEAK RATE - 0.56 VPH PER DU = 70 VPH (46 ENT7=R124 EXIT) Proposed Emergency Access 4300 56-65 AND LOTS 86-97, AS SHOWN IN THE PRELIMINARY PLAT 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPS7ER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 402,870 sf 777LED "GLENBROOK AT FOOTHILLS - PHASE Ill, INITIAL S17E PLAN & 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. OVERALL ACREAGES PRELIMINARY PLAT," PREPARED BY COLLINS ENGINEERING, LAST 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARA7E BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT TOTAL ACRES OF LOTS 10.36 AC 51.9% (51.97) REVISED MAY 20, 2021. 2. A MAINTENANCE AGREEMENT FOR THE SIDEWALKS AND PLA77NG g ) LINES REQUIRE AN EASEMENT. SEE SHEETS 9 & 10 FOR THE LOCATION OF THE RETAINING WALLS WITHIN THE PHASE Ill DEVELOPMENT. TOTAL ACRES OF OPEN SPACE: 6.05 AC (30.3%) STRIPS ASSOCIATED WITH THE PRIVA7E STREET MUST BE RECORDED TOTAL ACRES OF ROW 3.55 AC (17.8%) WITH THE FINAL PLAT. 110) ROADWAYS AND PAVED CIRCULA77ON AREA = 148,990 SF. C RE S RAILROA L� J�:uw UBJEC ®'!r SITE LICKINGHOL n , BASIN I ,iil L - - - LOUTE b1. 1 I1ui.l ' v VICINITY MAP SCALE: 1" = 1000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 PROFFERS 3 EXISTING CONDITIONS 4 OVERALL DEVELOPMENT PLAN 5 SITE PLAN 6 SITE PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 GRADING & DRAINAGE PLAN to GRADING & DRAINAGE PLAN 11 ROAD PROFILES 12 ROAD PROFILES 13 ROAD PROFILES 14 SANITARY SEWER PROFILES 15 SANITARY SEWER PROFILES 16 STORM SEWER PROFILES 17 STORM SEWER PROFILES 18 DRAINAGE MAP 19 DRAINAGE CALCULATIONS 20 NOTES & DETAILS 21 NOTES & DETAILS 22 NOTES & DETAILS 23 LANDSCAPING PLAN 24 LANDSCAPING PLAN 25 RECREATIONAL AMENITY PLAN 25 Total Sheets LEGEND ROADS EXISTING CULVERT EARTH DITCH 0 CULVERT DRIVEWAY CULVERT 0 DROP INLET & STRUCTURE NO. � BENCH MARK CURB CLEARING LIMITS 0 CURB & GUTTER - - - - - O PROPOSED PAVEMENT T EC-3A DITCH - - - -200- - - - EXISTING CONTOUR DEPTH OF EC-3A DITCH 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVATION 6" DEPTH OF EC-2 DITCH BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOU. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT /R. Cb6LLINS Lic. No. 035791 0 8/20/22 1l; SSIONAL 'OOt 00 z w F 0 U C� z z z 3 0 m � � L z U Bn z Z u ry In w of O z z w of 3 15a 0 r�F/��1 LU V/ " LU Q LU J J > z z m LU " Ln Wlo 0 0 Q O N N T 0-) ti z M Q cyi N M W 1 WN CD U) C)) J N Q W z \N / LL w 1 J J I --I 0) W W Z w _ O u J LU ~ 0 U) 0 i W i ® W Q J 0 W < Q z V W ((J N I- LU Lu 0 a LU JOB NO. 112066 SCALE AS SHOWN SHEET NO. 1 PROFFER STATEMENT FOOTHILLS CROSSING Date: February 6, 2017 ZMA #: 2016-05 Tax Map Parcel #: 056A2-01-00-06200, 05600-00-00-05700, 05600-00-00-057B2, 056A2-01- 00-06100, and 056KO-00-00-00OA2 (the `Property") Owner(s) Of Record[ Route 240 Holdings, LLC; Edmund J. Daly, Christopher Daily & Cynthia Daily DiCamo; Route 240, LLC; and Foothills Croeak& INC. Rezone parcel 056A2-01-00-06200 totaling approximately 113 acres from R2 Residential (R2) to R6 Residential (116), and mom three parcels (05600 00-0)-57C), 05600-00-00-057B2, and 056ICO-00- 00-00OA2) totaling approximately 3156 acres from Rl Residential (317) to R6, and a portion of parcel 056A2-01-00-6100, containing 3.24 acres from Light Industrial (LI) to R6. Total Laid Area: 37.93 acres Pursuant to Sections 33.4 and 33.7 of the Albemarle County Zoning Ordinance, the Owner hereby voluntaitly proffers the conditions listed herein below which shall be applied to Foothills Ceasing (hereinafter the "Property') if the Zoaiag Map Ammdmmt (hereinafter the "ZMA'J is approved by the County of Albemarle (the "Count). These maditiom are proffered as a part of the requested ZMA and it is agreed that: 1 e ZMA itself es rise to the need for the conditions and such � () � gives (21 conditions have a reasomble 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-WOO-057B2, 056KO-00-00-00OA2, and a portion of 056A2-D1-00-06100. The Application Plan shall refer to that certain Application Plan prepared by Collins Engineering February 16, 2016 last revised January 1.2017 (the "Application Plan'). Future development of the Property shall be in gene -al accord with the Application Plan. To be in general accord with the Application Plan, the development and use shag 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 m described in building type and density in the General Notes section of the Application Plan. c) Buildings shall be oriented towards public streets as described in Note 9 of the Application Plan. A amp of open space shall be provided along the Eastern Avenue Connector Road and Park Ridge Street, where rotessaty, to provide additional landscape buffering of any rest 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 Fox -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shag notify the County m writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 6B(2) have been satisfied. (3) E noring Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affotdable Housing Unit, the then-cuoent Owner shag provide to the Albemarle County Housing Office a ropy 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 s agreement In the Affordable T the or lease agree addition, dining oedab a arm, then -moot Owner shag 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 Construg&g 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-Ftmr Thousand and Tbree 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 shag be based on the total number of affordable units built in the Project 7. Cost Ind Beginning January 1 of each year following the approval of this rezoning, the amount of each cash contribution required by Proffers 5 and 6 shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index ("MSI'J for masonry walls in the Mid -Atlantic. The annual adjustment shag be made by multiplying the proffered ash contribution amount due for the preceding you by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shill] be the MSI is of December I in the year preceding the calendar year most recently ended (the "Annual Percentage Change'). By way of example, the first annual adjustment shag be Seem Thousand Three Hundred and Thirty Three Dollars and Eighteen Cents (87,333.18) x 2018 1,1SI/2017 MSI. Each annual adjustment shag be based on time amount of the proffered rush contribution due for the immediately preceding year based on the formula contained in this Proffer 7 (the amount derived from such formula shag be referred to hereinafter as the "Cash Contribution Due'), provided, however, in no event shag the cash contribution amount paid by the Eisner be less than Seven Thousand Three Hundred and Thirty Three Donars and Eighteen Cents ($7,333.18) per single family detached dwelling unit and Five Thousand Four Hundred and Forty Seven Dollars and Fifty Seven Cmts (35,447.57) per single family attached dwelling unit and Seven Thousand Four Hundred and Nineteen Dollar: and Ninety One Cents ($7,419.91) per multifamily dwelling unit under Proffer 5 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) per affordable dwelling unit under Proffer 6 (the "Minimum Cash Conttiburfan'J. The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Mmimum Cash Contributions. For each cash contribution that is being paid in increments, the unpaid incremental payments shag be correspondingly adjusted each year. Page 5 of 8 d) The Gremway trail system shag include a connection to this phase of the Foothill Crossings Neghborhood and a connection to Crozet Park. The headings of the proffers and conditions set forth below have been prepared for convenience or reference only and shag not control cur affect the meaning or be takes as an interpretation of any provisions of the proffers. 1. Park Ritlpe_ Street Road Construction and Dedication The Owner shall cause to be constructed a two lane road in the general location of the road identified as Park Ridge Street ("Park Ridge'J on the Application Plan. Park Ridge will be an "avenue section" in design, with bike Imes, parking, sidewalks, street trees, and curb and gutter. Pak Ridge shall be constructed, bonded and ready to be tecommended by the Albemarle County Board of Supervisors for acceptance into the public system, and the County Engineer shag nave determined that the roadway is safe and convenient for traffic (hereinafter, "completed") prior to issuance of the tmth (106) 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 shag 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 ("Eastem Avenue'J 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 sball 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 h (hereinafter, "completed") riot to is (h p '� p issuance of the fiftieth (fill) CO within the Property. Once the Owner completes Eastern Avenue and within sixty (60) days after the written request of the County, the Owner shall dedicate Eastern Avenue as a public road. 3. Greenway Trails. A. Construction andDdication CCil=JnAL. nA 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 Graenway. The installation of the trail drag not preclude the future conversion, by others, of the trail to Class A - paved trail standards. The general location of the trail network is shown m the Application Plan, however exact toad locations shall be determined based on site conditions. Installation of the trail network shall he completed prior to issuance of approval of the tend[ (10rh) CO for a single family dwelling within the Project Upon the request of the County, but not prior m the issuance of the tenth (10h) CO within the Project, the Owner shall dedicate in the County an casement for public use over the Greenway, area, as shown on the Application Plan. Prim to the Counts request to dedicate such easement, the Owner may dedicate pomm s of the Greeuway by easement concurrently with one or more subdivision phis for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such casements, rights of Page 2 of 8 8. Credit For In -]find Contributions. Notwithstanding the provisions of these Proffer to the contrary, the Owner's obligation to pay Cash Contributions shag not commence until the number of units, to which such Cash Contributions apply have hem completed that results in what would have been a total Cash Contribution equal to the value of i) Eastern Avenue, and related improvements to be completed by Owner, h) the Pedestrian Tunnel and id) the Greruway Trailimprovemeats, (collectively referred to as the "In -kind Contribution'). The In -Kind Contribution shall be One Million Two Hundred Thousand Dollars ($1,200,00131.00). 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 shag 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 Contnbutic n. In the event that the Project is completed prior to the balance of the in -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for my other project or development Page 6 of 8 access for utilities and maintenance. Each subdivision plat shag depict the Gremway, area to be dedicated and shag bear a notation that the Greenway arm is dedicated for public use If, at the time the County requests dedication of the Greenway, my part of the Greemvay that has not been dedicated by subdivision plat, shall no (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or mote deeds of easement dedication. B. Bice and Pedestrian Tunnel Pursuant to approval by VDOT and the County, the Owner shag construct a bike and pedestrian tunnel (herein after the 'Pedestrian TunnerJ along the trail network as it passes underneath Eastem Avenue. The Turns] design shag be submitted for review with the roadway plans for Eastern Avenue. Installation of the Tunnel shall be completed prior to issuance of approval of the truth (10th) CO for a single family dwelling within the Project. 4. Community Civic Space. The Owacr Shan provide not less than 20,000 square feet of land witliln 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 die truth (10si) CO within the Project Parks and Civic Spaces shall be conveyed to, and maintained by the Owna's Association. The Owner shag pay the cast of subdividing and conveying the Parks and Civic Spaces to the Owner's Association. S. Cash Proffer for Canital Immovements Proiects. The Owner shag 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 infrastrvsture, i.e., schools, pobnc safety, llmraries, parka and transportation. For the purposes of this Proffer 5, the number of units allowed by right under the R-1 Residential zoning is thirty five (35) single-family detached units. A "market rate" unit is any single-family detached unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rmt Affordable Unit as described in Proffer 6. The crib contributions shag he Seven Thousand Three Hundred Thirty Three Dollars and Eighteen Cents 17,333.18) for each single family detached dwelling unit, other than a constructed Fa Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 6 In other words, die cash contribution for market rate singe family units shag begin after a building permit for the 35th market rate single family unit is issued and prim to the Owner obtaining a building permit for the 36th market rate single family unit The cash contibutiom shag be Five Thousanc. Four Hundred Folly Seven Dollars and Fifty Seven Cents ($5,447.57) .for each single family attached dwelling unit, other than a mnstructed Far -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 ($7,4MS)I) 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 umderProffer 6. Page 3 of 8 The undersigned Owns s hereby proffer that the use and devel met of the Pm shall be in () YP oP PAY 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 soy number of counterparts, each of which shag be an crig}nal and all of which together shag constitute but one and the same instrument WITNESS the following signature: OWNERS of Tax Map Parcel 05600-00-00-057B2: By: CHRISTOPHER DAIL By. EDMUN,0?-DAILY _(�f _ 1 CTNTHU L. DAILY DICANIO Date: -��b 6 2017- OWNER of Tax Map Parcel 05600-00-00-057CO & 056A2-01-00-06200: ROUTE 240 HOLDINGS, LLC, a Virginia limited liability company By, V`^i" ALANTAYLOR, MANAlA-h/nlot:Iz60 cFFtee2 Date: Fe-y S ) °Lo t% Page 7 of 8 6. Affordable Haveiaa. The Owner shag provide affordable housing equal to fifteen percent (156/6) of he total number residential units constructed on the Property. For example, if ore hundred (10)) total units are constructed in the Project, fiftem (15) units, or their equivalent, are required to satisfy this Proffer 6. The Owner or its successora in interest reserve the right to meet the affordable housing objective through a variety of housing types, or through cash contributions, as more particuady 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 Albemade County Housing Office or its designee. "Far -Sale Affordable Housing Units" shall be dwelling units offered for sale at no mom than sixty five percent (65%) of Virginia Housing and Development Authority's ("VHDA') maximum sales price for first time home -buyer program. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser Far -Sale Affordable housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shag be available for sale. This notice shag 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 them 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 purchase during the one hundred twenty (120) day period, the Ovrner shall have the right to sell the imit(s) without any restriction on sales price or income of the pueehaser(s). B. For -Rent Affordable Housum¢ Units (1) Rental Rates. The initial net rmt for each moral housing unit for which Owner seeks qualification for the purposes of this proffer 6, CTor-Rent Affordable Housing Unit' }shag not exceed the then -current and applicable maximum net rot rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each Pot -Rent Affordable Housing Unit may, be increased up to three percent (3a/a). For purpose of this proffer 6B, the trim "net rot" means that the rent does not include roam -paid utilities. The requirement that the tors For such for - rents fox such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 6B shall apply for a period of tan (10) year; following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low cr moderate cost units qualifying as such under either the Virginia Housing Development Authority, Pumas Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term'). (2) Conveyance of Interest All deeds conveying any interest in the Fox -Rot Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terns of this subparagraph (2). In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any pert thereof, during the Affordable Term shall contain a complete and fun disclosure of the restrictions and Paige 4 of 8 OWNER of Tax Map Parce1056A2-01-00-06100: ROUTE 240, /LLLC�a(,Virrghila limited liability company By: V - -A ALArNTAYLOR, =NAGElthvhtv2izro pl-r-le-aft, Date: 6 $ f ' 2_01'1 OWNER of Tax Map Parcel 056KO-00-00-0000A2: FOOTHILLS CROSSING, INC`.., a Virginia corporation By V //(,& � I__ ALAN TAYLOR,h A%J-nt-vvitZS-n Date: m1657W7 6 Page 8 of 8 Amended PROFFER STATEMENT FOOTHILLS CROSSING Date: March 28, 2022 ZMAff: 2021-0015 Parcel ID #: 056A2-01-00-06200 Owner of Record: Glenbrook LLC Rezone Parcel ID # 056A2.01.00-06200, totaling approximately 1.89 acres, from R-6 Residential to R- 6 Residential. Total Land Area: 1.89 acres The owner and applicant specifically deem the following proffers reasonable and appropriate, as conclusively evidenced by the slgnature(s) on this document. The Proffer Statement for Foothills Crossing, ZMA 2016.05, dated February 6, 2017, and approved by the Albemarle County Board of Supervisors on February 8, 2017, shall remain In full effect, except that the development of Parcel ID # 056A2-01-00-06200 (the "Property') shall be In accord with the Application Plan prepared by Collins Engineering dated February 16, 2016 and last revised on February 18, 2022, exempting the Property from the Building Type requirements of ZMA 2016-05. [Signature page follows] 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. 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: OWNER of Parcel ID # 05GA2-01-00-06200: Glenbrook LLC, a Virginia limited liability company By. Rlverbend Development, Inc. Its: President Alan R. Taylor i Its: President Date: 3' Z') / Et 2 SCOTT /R. 0l5LLI: Lic. 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SAN. ---_ /' �1 TCHORD 1537T9.13T i B>p�w� I 1 , \ALL - v±`:•.--__ _ -- . _ --- _-- -' �F I \ \ / / \ CHORD: 153.7E \ `f - - - \ \ \ SWR TO BE - ��\ BEARIN5VS61°38'42"E/ �6 �,� ,� Epp\-_� ��I / � , @ \� �\\` � __ L9 I 11 \ \ \\ \\ REMOVED �ss8 / -ss �' �' \ / - ------ / I - 0) /� ��� .a. \ I I II / \ -� \\ \ \. / 666-_-"\ ' i �I ,1 I R=13.50' __ - �\�-`~ ♦-\ 74� - �.� y / F , \ _ _ -T .' 1 \ \ / L=22.7T - - - - '�. \ --- r. _� :�- �EP)`\SP.A ':` z cyi / // e�`s \ -I I' \ _'' \ , j , 1 \ / S89°52'YS"W % _ --- - -- y�`!` C.�'..-'..-'.. \, �.' _ i.'. � -�_.`. \ \ \ / \ i , / I , DELTA: 96°38'23" i ,- _ _ - . \ - \ M //s //�-_ \__\ I� I I \ \ \ ( -/ /' �,, k \\6>pTANGENT: 15.16' � _-- _ �- _ ___-, .. ��.7 i"'♦''-- ` t \ `'J /`� L/ / / - \ -fie I \ _ _ - - \ \ l , \ , I - '6k{ORD: 20.1E 96.78' 1 ^ , i _ _ _ � L \ . @ - .:2 A� '$ 60� � _ _�.-. T L.L // / �J i \ \\\ sss \ PORTION OF EXISTING ,' , Bfy\R1NCy N26°24'24NJ/ R=13.50' , �,'/ ' \ ® , % \ -•674• �'.j S� . ,.. ��___ V! SANITARY SEWER TO BE ' '® �`\\\ / -\\\ \ \\ �� - , % ,� \ Z i / LOT 73 , ® - - 71f N / �- I- --v _ v __-c�E'' REMOVED AND REPLACED / ! / V A (g L=1s sa' , ��' / , �v� v� o '� ss1. / / - A - _ I C DELTA 70'13'00" ' `O, / SFD , v A A, _- f 668-` i I EX. ACSA SANITARY SEWER \ \ - - / / ' � / / � � TANGENT 949 i b/ LOT 74 _ � \ , \ \ ' ,L F j I / W / / I I - -100' STREAM / / / / \' / T / SFD \ - - 1 _ -LOT 72 \ \ , \ � / _ I& OP R SPACP . - CYi IN 20' ACSA SANITARY ESMT - _ - \ ( ,'\ , �� O I[/ CHORD 15 53 / , `� / , / , F , / \-" - _ / , ` ._ , NOTE: ALL SEWER MAINS AND / / , / w Q � � / SFD' \ \ \ •• I \ 1 D.B. 1997, PG,2 56 BLIF�-ER- / , , 14 BEARING ;_ / ,/ / / \ ® \ \ REZONING LINE • f•B':1.'.'.' '•- \ " I _ _ - a _ _ - _ MANHOLES UPSTREAM OF / / , \ I / Q , o v A �a' • I I �I Y" fi __ _ EX-MH-Foo d1-10-1 SHALL BE / , / 0 u v�" ,N/ // / / , \ i..... �/ sb \ZG iF ` ''�' --1- -1-- '- - _ �� '/ i1\V AV l 1 � t /w`o // `P v v ® V ♦ '� \ r �� 'A 1 LOT132 // N ./ th' 1 ! REMOVED // / / ,ry // / •.... \ / \ ® 1 •\ / EXISTING LOT LINE �r -- ____-- �,� _ \ \ / � O - C9 Z / \ - \ LO 67 I 0 / v' // j �- --� �� ss4 20'ACSASANITARY \;� ! / 1 I l p�QO� ti/ / ® / / \ \\ �� D 'as<. s_ .\\ SFA /'� 1 - - - _ _ - \ �ssp\ N //� LOT 75 \ I \. \ OWNEF� PARKSODE VILLAG 1-~' I _ zo'..n' - _ _ _ - - _ _ - SEWER EASEMENT ' , / / N O o /I /i/ / / / LOT 71 \ \ \ .01 O�11 \ \ \ \ '1, --- - EX MH PSV OS-17 scaree^DA at' �V � � � _-_-- DB.5075, PG.664 i / / l ' n ,° /// I SFDI / SFD I I \ '/ s� \.• �: A A \ , OT 133 N HOMEOWNERS r \ 1 -- s --- - ' / / / / % / , I / ® a SFA 1 54-__ / , "\ d/ I LOT 70 \ ss-'/ \`. 0 �i /�� N ASSOCIATION, I _ _ < \\ --- �_ � - --- / � , l l l / v� ; y� it I I I \ / ' I LOT 68 1 .\ \ L ,� . \ 7 ACREAGE: 5.69 AC I . ✓­--..'-.-_:,-.� •''� . .--- --�`\ EX-MH-Foothill-10-1 _ -\ ' / % / / / / , -(----�-- \ / SFD / \\ #/ /I ---- �.\`.. fI - \' �OT 134/ z W .`-r-^-/I -\\� -\'_\\ TO REMAIN --_ � , -- /_ ., l / 1 / // / / /N / /� / I I \ // / / , ',� SFD :.i �, LOT -� \\ \\ > Q H� ZONING: ,R-6RESIDEN I -- _I -`-_ yam. / _ �\ / / h X/ , / ' / , .:. \ SFA �. \/ SFA D.B./PG.: 3205/626 r " - ' - -'' - °\_;,.♦( \ ___��' /�\ / 1 \/� � / / / /� / I 1 0) / I'� ♦ ,,/ \ /' •\�\ GO l •' / > E OPEN SPA E OR THE �' I ' `'.r. . .' ' �'._ \ - EX MH PSV OS-16 \\\\ /\ \- 655 , ! , / / / / , /� / LOT 76 I-� / // , ® _ LOT 62 \ -\ 1• �" 1 PARKSIDE, I LAGE g--� ./ �-. �- . .. .-.-. . . \ \ / \ _T , / / / / , / SFD \ \ . • `_ / .' • •. •ss6 / . r.. / - ,_/. �•.. . . .. .-f .. ._ .� . % �.. ! ♦ \\ I - , �� / l / / / / / /� r! \ \- LOT 0 J" J NEIGHBO H OD •.�".•.•„ .-- '���'. \ \ /,'\ I. / \ - NOTESHIS PROJECT IS NOT LOCATED . . . �A• I N89°51'11"W 610.09' --- , lI ' l / / / , l� Pl \ \ e� \, HI / I " 'N89° 51' 111W - ` -`- - ` - -`- - ``` �`- ^ I \ � - - - -- PORTION OF EXISTING / / /'! GLENgROOKAT FO SHILLS \, GATED WITHIN OPTEFLOOD FEB LIMITS, BASE J H_4 * \ / ----- --- / / /,/ �" \ - 1+ ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005.D IIIIIIIIIIIIIIIIIIIIIIIIIII NO2° 44' 13"E 49.99' I 1 108.7 • , • • • • •\ • \- • 1 \ 1 / / _ - _ - _ - SANITARY SEWER , , / , ' / , , PHASE I - BY-RIGH'19SECyTION - H� / S89° 51' 11"E , /, / .. _ ' _. . S . - - EXISTING TREE AREA • -\ a \ I I \ / / ' --- \ \ / /! , � / / / / / ' / ,,,, 1 \ , 0e \ 2. H & /_-__--_=--EASEMENT TO BE VACATED\ \ ,/ / / / / ; / , / 57.38' , /�,/ \ ,' , _ -- ,INCLUDESAMIXTURE.', ,'��"', \ \ / / / / / ------ / / , , \ 'v\ �'/^� F _ -- / . \ \ 1 I ,/ - , , , \ LOT 77 \ i vJ / `" TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUS " of EVERGREEN AND "•'• 4 \ \ �' l I I l \ % l I / /% / m \ a> \ GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE w W - - \ I I_ \'.'1` \\ •`.,'. __•.EXIST, (_I 1S`` t'• , I 1 I , ' l l l l '� / i I / �/ \ SFD ��\ /i ' ^ DECIDOUs TREES �- < - \ I _ "� I I h_ \ q INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN - 1 .1 - _ . \. -•,•\' ' "; \ \ \ I\ \ 1 1 \\ rc -APP fE ., .. .,.•, I `°f° l ' l i - \ ® L@T�78 \ \/ ` �. I ILD - •�,.\•: \ , �., \ \ \ \ % 1 - � , ♦� / OCTOBER 2021. TOPOGRAPHY WAS UPDATED IN OCTOBER 2021 V / "v\-t •,.•,•.-\ ' \ j \ \ ` ;t'. I .11 .,.i •�,. ','•` l l I � l / 1 % / � l n" 'l ' / ! l ���,� \\\ \ i . 7 , / , \ SFD�� L79 --I- I� \ \'.'. ��. \\ \ \\ \ - _ ,• ,,. > ./ / l l� / / l / / , , -s7s__ _' z \ �\ WITH FIELD SURVEY AND HAS BEEN FIELD VERIFIED IN DECEMBER \ '\ � I �I ------ --- S. \.'.'1\\'1' \.'. \ ��� \ • •���::,1\`-'.' -' a .r• / % , Y 20'ACSAWAIER , •� e � _ /, ?,. \ ��,� \ \\ "\ .`� .`(<v' , // // I/�, / l l l ,ill ,' l/ / i \� , , ♦ \ / \1i \ \\ ----I-" 1 _ ---_�- -,.\ 2 \. . .\.LLL'. • -�•'a.� \\\ ������ \ \\-•';`•.''.`r •.-,."• ��y, \\/, // // // / / / / / � ,�,-' / / EASEMENT /' / , `� �'`\ ��'_r_ ♦ \ °�' J 1 , \ �. ® ® / /\, LOT80 \ - sn- ii 2021. O Z r I _ _ \ \ . l': �. \\ ii \ \ \\ it /�j ; ; �/ ; D6.5075, PG.664 , ; SFD �� 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. N \\ J ,_ �_-+ - - �� � �\ \\.' LLLrr. �\.'. \ \\\ \ \\ r\•-\•'. ,%• '�4,: 1` / / / / j /l l j l l j ` ,�/ ;' % Sss �.� ' -_ / ® / THE MANAGED STEEP SLOPE IS LABELED. ' ^ /`� t LLLLr'II ..... \ \ \ \ \\ :\„` '. ., ?' "-� / / / I 4�0)"\,, �• \{`-- / k 4. 100' WPO STREAM BUFFER IS SHOWN. THE 100' WPO STREAM Q �/ / V i �ii� V ,vA I '.1.'.A-'. A a,1 ;.'. A � V AVAVA •,�..� •�•,. Y�.n // "/�/ ,- I l l/ i t i t ' i F _ 1 '. 1'.' A .V'.'.'.`. .�. A.'. v � A A V A A A �,.'''•i. i? ./., l l "v / r _/ l l l ,� , ' I , 241 __ �'�� -_ V `.I. I \ ` -_� - - �i �..'.'.�. .... v v v v v , A < l / / l I / X BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM. \ -- - i' _% S�- % \\--- \ V, 1 /,c'.' .•\' \`\ ` \ \\\\ \ \\.\�\\\ •_?�. •�r �.j��". /Ill / / �i r (\\\ u/ i / i , a \\�- _l ® Gam: .•A' `-. ' �z' 1 / _ _ - �\ \ / \ .'.'.'.-\.'.'.' \ \ ° % / , 1 \ \ � Q y /.'.'.'.' THE STREAM WAS LOCATED BY ROUDABUSH, GALE &ASSOCIATES. U \ - i / I _ � \ \ \\ ''*. I Il - • t. • \• \ \ \ \ \. PORTION OF EXISTING � / / / / / / / ' , / ' ' \ --.♦ � '73 ' ' 1 ___ , \ , , 11 I \'. .\.'.\.' \ SANITARY SEWER TO BE / , I I IJI \I /�// / 1 ,� , \\ \ ♦``' T�� `� LSFD1 ((/� /. .LLLL..i....• .\. \ \ \ .\. - 1 1-� • •da o izo \ o S \ \ o \ -\ \ �r / '_��`�- -/ \\� \ \ % 11\ \ \ \.'.`.'.'. .\. .\ \\\\\ \REMOVED AND REPLACED// ///`/� ,/ I I I / I / �'-_.i \\ S29°28' >' \ �\ "j�- r.�.---OPBN. PAC . .�. �I .'L T\127 \ •\�. _ 'ram / n .'.'.'.' ,,\.°. a \ \'\ \ "; / / /1 \ -J / \ ��`,EXISTINGTREEAREA @' . �� \ J� `r LL/... . Y \ �' s.e O ...... " ��'.. . �\ ' / / \ \ n \ ` `-\\' \ \ \ \ / / / / /; / / \ INCLUDESAMIXTURE ` ® �I. �V - r F`.'.'.'.'.'.`A.4f1}�R� . - _ tea• / o - -0o- osoo - / 1 Vr �. v A A A / I , I \ v , ♦ I �,Y r ' 1 . v / /- - A V� I \ ,_ A • •�.'. = .LL.LL t\. V A AA V A V AA // // //A / / A 20'ACSASANITARY OF EVERGREEN AND . / LOT 1 QJ J '. i.`."' ' . C.i.'.- �l _- -V-� \'.1v i J(IR�V. PHILIPM , \ \ \ \ . �'. .\. t\'. \ \ \ \ •' / / / / / /; Il• EX. 20' EMERGENCY I \ l / \ SEWER EASEMENT i ' \ l V J / '! • `-`.`- i - •'r`-` - / i - �i. \, \�.'. O �Ifi ��- OR JENNIFE _/ ' \ \ I I \ \ '�' `� ' \ ? \ \ \ -_ / // / /; p ACCESS ROAD I `,/ / \ � DECIDOUSTREES SFD I "i.' '- -' i. . .i . �OT1 6 \ \• i '. �� / \ \ EXISTING a'. .'\'.• \\. . \ E' \\ \ \ _ / / \ DB.5075,PG.664 � \ / I /Q 7.`.'.'.'.•.•-•.'.'.''.;•. ,. .LL.�/'.i. 1 1' ft. �i _ 0.2390 ACRES / / r \ \ CREEK \ \\ \ \ \ \ \ \ - - i / / ,, EASEMENT \ l` / \ \ O ZONING: R-6 R IDENTfAL _' \ \ \ \ \ \\ PSV OS-1 \ `\ ` _' / (, DO 5420 PG 586 \ _ 463.0: - D.B.2229PG.zs 1_� \\ I \\ \ '..'. LL \ ---' , I% I ' \ \\ \ `-- _--- \-- DELT .ds14a'aR" ♦ ^ \`\� j 1 056A2040006800 DEAN, RODNEY E JR, TRUSTEE; RO \ \ \ \ No. Parcel ID Owner Total Acres D.B., Pg. Zoning (n zu CM 1, ' / . \ hj / _ / ( USE. RE L ----_ \ / / \ \ •\ A , . . \ l -... 1F` ��--__._ _. d ) d / / \ _- \ E .68. 2' i / / I � _/ - \ ( , \ o \ \\ \ \ %r\ . I \ I\ l \ Tc oRn+T13 7 / / / 2 056A2040006900 PETERSON, DANIELLE ROSEANN OR D VID LLEENE 0.040 460�137 R 6 I _ aaaa3���43 JR TRUST U/A DTD >sa1 ^ ; I /_ / _ \ / \ \ \ \ \ \ . »` \ , _ _i-\ \- // / _ \ BE:PRI : N °52' 'E // / LOT 83 3 056A2040007000 KING, JACOB MARK & MARIE EVA MADELEINE 0.040 5002/130 R-6 w 'I 056A2-04-00-0&w -, \ \ \ \ \ \\ \ x \ ,., , -\- � \,- _ _ _ _ / PORTION OF EXISTING 20' EXISTING �OUNDARY OF / / / : / \ SFD 4 056A2040007100 DILLARD, WILLIAM H 0.114 3020/075 R-6 w I v / < �v vv vv A v v A\V \v \V.,°_ %% -., . '.A.v.' ��A-_--*-+ / -- REZONING AREA (ESTABLISHING' / / / SULLIVAN., JAMEs.I& �- /' / °\ _ / EMERGENCY ACCESS ROAD / �/ \ ' 5 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 Er - I J WCA D-GA D -_ _ / v / / _ - v v v vv' vA v • V•, <. v v I r - _ _ _ _ / THE BY -RIGHT R-6 SECTION / 1 I/ l I v v v \ v v vA v v '`' -.A ,:- V A v I` -- TO BE RELOCATED WITH THIS / / -I--'.tssoncREs / I v v v v `� v v % � , v --- _ PHASE OF DEVELOPMENT �ENBROOKVs. THE REZO D //// / / ® �\ s7s' 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2 1 ONING: R-6 REzSIBE TIAL / �=_ A A A v v A A A VAA V v \ ,r, V',"•', •V"•�,• A '\ A I V / / 1 - / - v V v v vA v vv�A v v v LL V.' v ' v - R-6 PvORTIONNVITH PROFFERS / / / ' ' 7 056A2010006500 COLLINS, MARIAN B 1.000 371/553 R-2 .- .'. . / ��� Lorca �' i I (� 1 B.s3a4Pe soa ,, V v v v v v I� v EXISTING S -- _ / SFD I : , 8 056A2010006600 - -A 'A AN, . OB .. MICHAEL ..--- 970/66- R-2 / v ��v -' \ I V , I / \ E SANITARY 1 --!_v v V A,\ v v '.'.` .�'.' \ A v TMPi _05600-00-00-057B�_ // TIA / ' v V v t- a • \ \ ♦ SEWER TO REMAIN I I / -�OFp�ce�� h -� 7 =� A V A AV A A v A ,v �v �V __I / . krf 9 056A20100067B0 FLANAGAN, ROBERT MICHAEL 0.500 3678/232 R-2 " I A204-00. _4ta' uu - I A V A V A� V '_A. .'. '\�. A V �I A v DOWNER: GLLENBROOIC CLC A c '• PHASE SECTION I / / v v v ; v v v / / �/ 10 056K1000006600 AARON, PETER & LESLIE SCHNEIDER 0.150 5286/548 R 6 1 - v v V v V \ �-v-'�`-`- - ` `•` \ EX. 2D' SANITARY v v v v ACREAGE: %32AC A y I ' / JONE' MIN MARTIN v A A 1 oR�ARABE H �' b \ v \ \ V A� A vvV�� v - v �' V', \ SEWER EASEMENT V' \ v v v // // /. v ® �, �76 / 11 OS6K1000006700 EGGC LLC 0.130 5359/29 R6 n�/ -/"- o.zlzo ACR �' -A�_ � v\ v V A A�A\ \\ \V,A V AVAAv v' \ '.\v'.'. `.�' N.'.". DB i997 PG 235. p iA v v v - ZONING: R-6-RESIDENTIAL _ \ V I . v - % / L.L_ CO / - LOT -85---- 12 056K1000006800 BALTZ, BENJAMIN MICHAEL 0.120 5460/531 R-6 / _ A V A A, A V.• VV. v I I A A v v v D:BdPG._ 5039/75 V / ,�`L�• - / ��// C A A V �� V A v A \ --_ A SFA ... / LL_ I oeINcgP fiESIDENTIAL o _-- V v v v a V- vv �� ` v v USE: SINGLE FAMILY /IAL / 1 13 056K1000006900 GLENBROOKLLC 0.110 5075/664 R6 1 I \\ v v \\\ V A v v A / \' V A , v v v °v v v ®°°\ / IAL \ �- \ � \ \ LL - - - \ , / , \ \ \ \ / 16 / \ \\ `° • •" /'/ / --L-OT 14 056K1000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 5347/441 R-6 - Q =k-� J _- y� _ \ \ \ \ \ \ \ \ \ - 1. '\ \ \ j 1 i% \ \ \ / I / /' SFA �r\ Lu I �<__ \ I \ \ \ I \ \ \ \ \ \ \ \ / ♦ / /'--_ 15 056K1000007100 DUNN, CATHERINE S & TYLER C DUNN 0.180 5457/729 R-6 - V _ \ \ \ \ \`•'-`•'- '\ \ EX. sroRM DRAINAGE \\ \ / /-♦ \\\\ LOT86 /'/'/ 16 056K1000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 5398/250 R-6 J 1 oSSAzoa-ao-00200 --- \ \ \\ \ N ._. .\.'. \ BENCHMARK: / 1 // \ \ \ \ o- -\• - - \- - EASEMENT \ � / / \\\ SFA ` • 51Q / / I B B -E' \ I AV v vA v V V Av V A - - - - - v SEX MH PARKSIDEVIL-1-14 I / 4 ara • _6 // I o PAMEL 1 v v v vv \ • a - • • ' ' 08 5389 PG 75 v rW . vv s> / / 17 056K1000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 5404/001 R 6 o. I20ncxEs v vvvA v v A VA . . s.' v / '/ / v RIM=640' / v- a ' i//' z N NG:R-ry sroEN uL _ \ / v v v v v v vvv I v v °1 `.` a'.' �'v \ INV IN=633.7 ' / ® �� / 1 _ 18 056K1000007400 COINS, TYLER A & TAYLOR R 0.180 5393/262 R-6 • \ _ / 0 19 056K1000007500 GRAVES, S TUART L & REBECCA W REID 0.140 5313/327 R-6 CV DIB.zz7sPGl s -1, / / v vvv vA v vvvvAv v vv c I'.'.'.'.'.'. t.' \ I ' // - A v, 'x /' / F , INV OUT=633.4' / / v _ TMP: 05600- -0 -0 7�3 7�- \ \ \ \ \\ 4 E' / / \ LOT87 / // 20 056K1000007600 HARDING, DAVID PAUL & DORIS A 0.220 5247/747 R-6 U RESID AL / / -o=_�I1 \ \ \ \\ \\ \ \ \ �. �..-. `J •-. LL.LL , \,\ \I I / / / / / / 'I 1 \\ SFA \ - // / ' w -OWNER' STAN E ART CdMPp HIES I \ � I \ I I _ / \ / / / _'r I � 1 � / \I \ \ \ \ \ \ \\\ \ ,;�' - .`.LL ��'�' / /'\ I / I I \\ / / / 21 056K1000007700 MUCK, JORDAN K & MIA M HAMZA 0.200 53851386 R-6 O \ LL I �-� / // 1 1 !• _ \ / \ \ FUTURE \ \ / / / / \ �\ \ \\ \ \ ( I - y� / 22 056K1000007800 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 � \ ACREAGE: 5.84 C I tom- 100'STREAM \ \ \'\ \ .\\'.` ' - ' , EXMHPSV\ I \\ I // / - // \ \ PHASE \\ > /'�� a 056Az-p4-00- Io0 / T,, _ (`• ' OS-14 \ / / / / \\ \ - // / 23 056K1000007900 HAYES, JOHN RIVES JR & SALLY ELIZABETH 0.190 5292/634 R 6 erorenxl I F& RINEPICK - ZONING: R-6R SI E TI I I 1 I BUFFER \ \ \ \ \ -��^ LL -"` •\• - \ 11 EETHISSHEET / / / \ \IIB LOT /\ \/ �P ACE LOT112 1 JO sza° 71 N, \ '�L_ I \ \ \ I \ .Y\....'...I.....-.i % .'. �•\-.' \ \ I �I / / / / / \ / \ _ / o'f71ocREs i I - ./.` a' \ MTGHLI�IE�■ _ / / \ eyGP SFA LOT 111ILOT 24 056K1000008000 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R 6 Y1:61/PG._-tea D I / ) \ \ \ I N .1.C. .'.'.I'.'.'1.'-\.'.e.' I \ �r F. I / \ \ / .::• / /� SFA ZONIN :R-6RE OENTIAL ,, � .'d'.\ \.. y„ \� �, I � I FUTURE \ \ \ � A09ACKES SF 25 056K1000008100 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R6 11 D.B. 4M PG. \ ID " \ 0IX \ .\ �; I 1 I I I I 1 \ 1 1 ..` ::: •'%`� `a,' \ I , \ / \\\ ` \' s . //I ( 26 056K1000008200 HERRICK, MICHAEL F & DAWN Z 0.130 5192/057 R6 r / 1 , -1- '- 1 I 1 \ 1'.ti.-t' -:::::/, . C\\ . ' \ I \ 20'SANITARYSEWER I ` \' yeo i' / \\ \ PHASE \\ / ' \ \I 1 I I \ --1.`• !•.:4:.: LL\II \\ EASEMENT 1 1 / \ \\ IIB LOT / �J I 27 056K1000008300 EMERSON, CHARLES FRANCIS & JULIE RUETTGERS 0.160 5212/751 R 6 / \ I p 1I I 1 � 1 \ .'i '\`.'.'.'. j.. �c... \ \ I D.B. 1997, PG. 235 \ \ � \ / � ' ' s \ 28 056K1000008400 BENEVENTO, ANGELA MICHELE 0.140 5354/623 R 6 / /' I I )• �1`I 1 i\•. a I'.'. .4 I \ \ \ I \ I _� / ( FUTURE \ \ / /, I/ I \ EX. 20' ACSA SANITARY \ • • • • • \ \ - I I I 1 \ I g sEwER EASEMENT ,t••, \ •"a 1 \ \ \ \ // \\ PHASE \ \// __ \- / 29 056K1000008500 BOOKER, JUSTIN K & CHRISTIAN T. 0.160 5391/186 R6 \ / / \ / I 1 I � �I I * DB 5389 PG 86 -\ • • •� • • \ \ \ \ EXISTING LOT LINE \ / / \ \ IIB LOT P� /� F ATy \_ ----- / ' - I I `1.'.'.'.'. ' r .'>•.. \' \ \ '\ ` ` / / \ /' k��C\lE� 30 056K1000008600 ISHARWAL, SUMIT 0.130 5423/520 R6 / I r . I'.'.'. RO �CqN \ _ / / / I L'.{.. •.\, .C. \ \ \ \ \ \ / / \ / s / q F. 31 056K1000008700 QUINN, FRANCINE ELIZABETH 0.150 5465/519 R6 CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH C1 N08°42'07"W 208.55' 570.79 208.56' C2 N10°25'22"E 469.14' 469.5 491.24' C3 N47°20'56"E 27.57' 87.5 14.34' w w 2 U) B NO. 2066 CALE G .ET E 3 OPEN SPACE - - - - - - - 0.422 ACRES l F W LEGEND: �. PRE �EErfv RCUURT \ \ \�LOTsso\ LOTS ss6TTHE SITE LAIN TO BEPART FOR PHASE IV- O "r LOT vv9 TH LOTS WILL BE PART OF THE �CKiI EMENTJ\ \ �( `LOTvvB \ I ASSREVIEWIV SITE PLAIN LIMITS OF URBAN DENSITY RESIDENTIAL AREA (Tio ACRES) O S Lic. R. LINS THE PHASE IV SITE PLAN _ � U Lic. No. 035791 Tvv]\ j`",I TOTAL ACREAGE: os]S ACRES ro ua orw r LOT vv6 L I M Ws� L®�v4 LOTvv3 Lor== O 4 \ z I o*==a LDr,a9 Lp;";ae _ LIMITS OF GLENBROOK PHASE I DEVELOPMENT o� 8/ZB/22 t �� ,p SSIONAL E�O� LOT mI LOT vo6 " \ L � A�) �P \ GTaa4 o a Po \ _ _ _ LIMITS OF W / BEING VACATED WITH PHASE III DEVELOPMENT R _ .> \eae�re W HIL O�TRE T _ \ \ OT=w „a F -HILL TOP ST LOT98 / V f p8(ICROgD 6�R/V \ / RESIDUE O AREA RESERVED FOR z II \ \ \ \ PHASE IV DEVELOPMENT _ FUTURE a.aa ACRES DEVELOPMENT Z PHASE IV Z ❑ 01-00 3600 FE MAN J COBM& GARET I i� soacE6 \ \ S\s TMP: 056A2-01-00-06200 CD 0.2.0 ACRE I p � � 1 4=9 �' -. \ " OWNER: GLENBRK, LLC J J Z Z ING:'� _ _ ' I ACREAGE: 1.893 AC 056A 00-039W 056A2AH-W03700 056 RE IDENTIAL ' \ \ ZONING: R-6 RESIDENTIAL ti OR CLAUDIIJE H&JESLu :CA a _-® \ \ D.B./PG.: 5039/66 056A2-04-00-0a100 ❑ ORI{ATRIENS ORWALKERH xffiJESSICAH D.B 5aS1 PG. s33 . /�® USE: RESIDENTIAL O WNTNO 056 200 0.90 ACRES CANTOH 9ARGEM DUNCAN FOX,CHRIBTOPWHER - - A - CO CO OPRANDY,IOkw A6 ACTION, IOHNG ZONNG: R-6 03030 ACRES r' - ORANNAMARIA CLODTIER RESIDENTIAL ZONNG: R,6� RESIDEMW,.' �\ d POSPIESZALSKA 056A24 0U-o4000 D.B. 3135 PG. 189 BESIDE AL 1 _ (� i ACTION 0.1810ACRES THOMSON, IOHNE D.B/j825 PG.4]6 DB. 5158 PG 512 I u e ~ F C] z 02290 ACRES ZONING: R6 OR MARY RUTH / I LOT 9] e - \ ' \ U UI z RESDENT4M, HARMON : LOT 96 LOT 95 \ .--I UT ZONING R 6 DB. 4373 PG. 703 \ I I I I "+ \ / (n N RESIDENnAL 03800ACRE5 9 9 D.B. 2]39 PG. 302 ZONING: R-6 z z of RESIDEN'ML _ 4- 1 DB. i934 PO. W6 g I' j _ I LOTS A _ \ Z vv LOT90 �.:' u � U F F Q OT88 I J W W W { DO Ul z DO NRU/MRO °OTui STR P lrl 056A2L4-00 4500 Qm <. / / �V / LOT✓) V V Z 056A2-00-00.0a300 JEVACK MATTHEWI I LOT Sfi LOT 52 roe/a eo< f _ / LOT MOORE, CHRISTOPHER 0880BACRES I '. L LOTSB LOT59 II �° rPo l --. \\! �. / l .. \ LU ZOPGJlG-4 \ \ C R LO 8 03260 ACRES ORh03L RESIDENTIAL B D.. M46 PG.a88 ZO -b D..2934 .349 MISSE ,TRA 9600 056A2-04-00-01400 IASSET, TRACYC I _ e LOT 64 / ® \\` -�.._ /// \ \ _-_ - _ - Z ReNB cREs / I / Lor 6s / T \ / Te — _ _PARK RIDGEDRIVE_ _ — .1840 ACRES ZONw :R-6 ' ;I I I ..,.,._ PROPOSED PASSIVE ` � \ // - � / \ PR A. \/ �OTD '/ p \ _ PUBLIC ROAD 16a'R1W)o� NMG:Rb D.B�flPG lw .. •.- _____ RECREATION AREA '\ '::\ 'tlTE 6� oENSp\ Ll 777 �:.. � 3 I I � --_ OPENSPACEC .•\ J... �'� / \ 9((fYDT9T\ LOST Ifi \.Z4ACRE5' \ - Lu \ / O OPEN SPACEE\ LL - Q O N N Ni V W ORE O O CD I :\ Loves / /e°'�w \ �( /.�/ e°-'0.2i LOT aO / LOT ' 1 _ I --- - \ J / I / / :..\> a \ \\ Lorn \ / I/I 2`0" `Q / , ° ,LoT: / '_ . `� / / •oT / // LOT 74 \ I SFD LOT 72 2 L F 6 ` LOT53 / PLB yFR OPEN SPACE F I a"voEaav >+vamrev LOTSa / ...- (/CRO4O w-Q \ \, . - \ a 2 �e ! /. l l i I � ICY) 4.843ACRE5 `' / ! (S. :5 /� •�/A=�� Mve v avN ll / -- �R \ 4 LOTx LOTVB W OT so / TMP: 056A2 Oh00-000AO � � / �D�r a,ve LOT49 / / ,: \ �' ' � / j / \ � '� b 'S °T / / / / / \ D `� J OWNER: PARRSIDE VILLAGE HOMEOWNERS ]aRv / / / LOTa /'- �( / LOT 71 \ ASSOCIATION, INC LOT 4S / LOT4 LOTv] / F \\ SFD / ACREAGE: 5.89 AC \ °"vepyv / / v l:8 ZONING: R-6 RESIDENTIALAar D.B./PG.: 3205/626 LOT 7 / // / \ LOT=8 / L 0 O6 USE: OPEN SPACE FOR THE PARKSIDE _ ___ \ \./ \ \ \ \ / / VILLAGE NEIGHBORHOOD SFD LOT _-r ,'. - \ / / LOT4 \ /\ \ - \ \ \ FD� I I I . co LOT 76 �� / C—� SFD / \ LOT 1 SF LOT CV GUE\ \ \ \ \ p dg - BY -RIGHT SECTI •`'----ALL.. `...``LL �. EENWAI \� `•••DEDICA �TOTHECOUNIY \ `.'. `. ` ` OFALBEMARL. VA `, .,, ` y. LOT i9� s ...' / / /�N ERK AT FOOTHILLS ON" `��� \ $F J P6 a \ P I \ LOTu LOT 64\ - '•"•'•••'•••"•'• �1 1e9 ACRES .'.'.'.'.A — � / I/ &' / LOT 77 v A SFA I l N .' LOT30 LOT 78 LSFAOT S C—� SFD / > LOT3v LOT v3 / \ \ \ \ \ \ EXISTING BOUNDARY/OF ^ \ \ \ < \\ \ .'. `. ``•'. .\' - 1.'i / I / / \ \ \ REZONING AREA LOT 80 LISHING THE/ BY —RIGHT SFD 1 : • f ,p - ' Rf b SECui TIQ�J OF LENBROOK THE REZONE R-6 % / A . EXISTING 2(' EMERGENCY 'L1 / /�/ / PO WITH OFFERS — A osbAz-oaao-0aoo - ACCESS ROAD AND BICYCLE & / T / I ORCK,NBTIN CHARLEB `piss \ O BECK Jux ANCH \ .'.\`.' PEDESTRIAN PATH EASEMENT LOT33 / / I / LOT \ \ LOT 81 �'tT�'' LLJ Lu o.vso nc-S \ 20' EMERGENCY ACCESS 9 \ lr✓ L9 0 LLB zoNwc: Ra REs ENTTAL (D.B. 5420, PG. 586) y 7 / / SFD Z D8.364o ec.2s \` \ I \ \ •.. /k` I AND BICYCLE `'`'```•```'` V / / — \ / PEDESTRIAN�P / \ J OPEN -SPACE :•:• /✓ / OT34 / EASEMENT — \ \ '+LL •. •. LL'-- �.•,�' / / �1 DB.---- PG 056A24W00-00700 \ 0%A2-D4�06-90500 • • •' ROTHMAN, BENIAMwA KIRBY. PHWP M, \ 'S"•'=.. `,`, `-`. `.'.` `,`,` \ �, '� \ \ I LOTvv LOT 82 1 / / = 0 OR ERwC OR JENNIFER J `�, 0.168 , 0.2390 ACRES ........ `...'LL J / %\ I SFD QJ ZO G:R-6 ILL RESIDENTIAL '- \ ZONING: R-6 RESIDENTIAL `" \ - - - - - - - -'•'. `. `.` /�•�// w L DB 2]OB PG. 619 '', D.B. 2229 PG. 297 / I/ I \ f USE: RESIDENTIAL ' •' \ / / II LOTS \ ` '. . .'.'. l�; �� a.IN., e LOT 83 +A �P _ OR BNANNON ° 056A2-Oh00-0�100� - ``````'. `'`'`'''-.''`•`' - I SFD !�' 0.1]4o ACRES SULLI DAMES J h ZONNG: R-6 DEMIAL - v •••••-••. .•--•---••.-•••- \ LOT35�VVIEW �pURT D.3.2952PG. 15 / JE 1EW00D '^,. `. `.'.'.'.'.'. �` ICROAO l54 RN0 ' \ �'. NJv J 0. 90 ACRES \ • • • • • • _ .: Z ING R-6 RESIDENn ______ __. - . 1 \ — Ij e Y 2 ` 0.. 5344 PG. fi08 ` ... L 7 UTRESIDENTIAL "`. •,••••••, •, ••,••••`,` I BAR PUBL / OGOADHOUS00900 I oT LOT 84 — ORURSUUSE,BTEP[6w I oRURsu1.A --_ - -_�'-' I > �.. SFD I _ II W 0.060 ACRES - ___-. \ L 3 O ZONING: R-6 RES IDVITAL D.B.3551 PG. 086 �058A2 04-00-0 30 W - - I -i LOT 6 II LOT � \ I R SARA BEAMIN MARTIN \ • - - ' •' - .2120 LOT z O ." . .`. _ .. LOTS i ,: OWING R-6 R IDENTIAL -- ,,,,.:, - LL LL - LL - - - os6Az-oa-oo01000 I D.B. 4369 PG. 99 --------__ - \� — LOT 85 SFA LOT 94 ^ ROA20x00L A AN - — \ ' - I EXISTING\ 20� EMERGENCY ACCESS / \ W ANDREA : z RESIDENTIAL ROAD AN BICYCLE &PEDESTRIAN JON SFA eLusS wcREs �4 LOT 93 Q �NRIG:RL RE ID -'s — '- \ \ ' - '. PATH EA EMENT DB. 20, PG.586 \ \ LOT 88I LOT 89 I \ SFA \ B. aa]9 Pc.3 �y `LL- ---- \ - L 3] L 3 SFA FA FA \ \ J OT III 0 ( ) m — = : p ROWTIAREI EING CREATE B THEBLIC / S LOT 90 I LOT 91 I LOT m a 056A2m00 ee288 \ _ / -.,I S/ PLAT LOT 86 I I SFA b EY, ALBAE A I L' e.zi2S ACRES _� - `-••`, EASEMNr•-•, / ° III (INST#. 2022�0007909) \ SFA GREENWAY_ _ . . . / 056A2-00-0 / ZONNG. M RE6I AL ___-;� aaS9ACRES o KL ,]AMEB LLv \YY� l \ R ARR D.B. 22]5 PG.096 \Y . . . . / C .� 3310 ACME : USE: RESIDENTIAL '. �� HMG: R-b RESD - - •.•-•. •.• •.'. `.' . 6a' DB 2250 PG. 214 \ .`. •.•. ♦. // LOT SB LOT z LOT 87 w - / I I \ — I - OWNER: STANLEY MARTIN COMPANIES LlC \ . . . / •.:. III SFA \ / OPEN SPACE ACREAGE: 5.84 AC 056A2-04-W-0OlaO ZONING R-6 RESIDENTIAL NSTINF6: KAT EPICKRAL D.B./PG.: 5358�508 \ '4f '-'f-LL I LOT Q ---� - - - -OPEN SPACE LOT 112 LOT111 ILO 110 0.09AC z ZONING: RL REBID AL ` ` ` ` - - • DB.4810 PG.250 - ` ' 1 , ff nn LOT= �:a 0.09 ACRES SFA I SFA I T OT 10 \ V W � Loris V SFA 9 'LOT 108 I LOT 107 J I L SFA SFA I LOT 104 �...:.:.'.`.`✓.'.. . I SFA SFA 0 F \ LOTSF' \ 111 0-07200 ,q OZET PARK, INC �\ _ \ LLLL.++LL....LL ,, \ \ SF G \ \ - o ATy LOT 106 \ w H w g \ SFA r, . LL.. LL. LL...... U � Roq� (ENE_ a = : GRAPHIC SCALE \S \ / / \ '.'.'. GLENBROOK AT OOTHILLS JOB NO. \ 4 PHASE IIA & IIB B2 REZONED SECTION 12�6 DT , 06 � 1 6 60 0 30 60 120 • • •� OWNER: GLENBR K, LLC T SCALE .z •LL-••+-.-+LL `-+.LL \ \ ZONPI,'AL /.WIVO \ \\ ( ) \ _T SHEET NO. IN FEET 1 inch = 60 ft. • -' I I 4 i NOTES: i. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE QLTH F 1o.5' 3 5, MANAGED IN ACCORDANCE WITH THE ALBEMARLE �� �✓� SIGHT DISTANCE - - COUNTY WATER PROTECTION ORDINANCE. p C1 LANDSCAPE& — PI�OFOSED WALL — — — — NT 'NO PARKING' SIGNS SHALL BE 9'S 2. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF MAINTENANCE EASEMENT SCOTT R. LINS B `PG. INSTALL D EVERY 15°' OPEN SPACE A r pg.pG. THE DEMARCATED AREA FOR THE CONCRETE � — — — — (MAX. HT.-6') — Im.......... . - - - - - - - - - _ DOT STD. LEEHA COURT (TYP. : BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT U Lic. No. 035791 - o. zz ACRES 'NO PARKING' SIGNS SHALL BE — — CG-6 (TYP. .,.:---:-:-:-:-:-PROPOSED ACTIVE . - : ; ; 4 INSTALLED EVERY 1 o' ALONG L� - - / r RECREATION AREA, ex' - - T rt -1 PROPOSED 8' HIGH WOODEN FENCE - FALLS WITHIN THE REAR YARD SETBACK, IT MAY 5 a 600'R - / SEE SHEET z E� \\ \ y NATURAL STAIN ONLY BE DEVELOPED AS A PATIO. NOTE, DECKS AND 0p0� 8/20/22�4 �O HH SIDES OF RD & LL _ /Y 5- - -'•--- REPRS ' \ SEE DETAIL THIS SHEET COVERED PORCHES MAY EXTEND 4' INTO THE REAR �S G1 LEEHAMCOURT(TYP. o \ y\ I SI g� 2 \ 0 / \ \ YARD SETBACK. NAL zo' zo' zo' g8' ?r- yyR PRIVATE LEEHAM C� 3R 20' :-'- - - • .-' \ \\\ \ LOTS 116 TO 12o TO BE PART OF 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT 33' -- (VAR UR% TYp \ VDOTSTD. LOT1zo \ REQUIRE A SEPARATE BUILDING PERMIT. WALLS v Z 31 VV107-H \ ECG-1z (TYP. \ \\\ %� I THE SITE PLAN FOR PHASE IV - W 20 EASEM ROLL -FACED �o LOT11g \ TH LOTS WILL BE PART OFTHE EXCEEDINGEINHEIGHTREQUIREASTAMPED oI / 20 ENt) O LOT118 \ ARB REVIEW PROCESS WITH ENGINEER DESIGN. � // � CURBING -SEE 16 ti ; ° � -�a v("i I- 2D' \ DETAIL I ALL WATERLINES SEWER LINES AND FIRE LINES I zo'REA ETBACK of SHEET zo/// \\ \ \ THE PHASE IV SITE PLAN 4 POPLAR POPLAR - - ° / w - -_ zo \ \ \ LOT 117 - -'\ TOTAL ACREAGE: o.z75 ACRES FROM THE MAIN TO THE STRUCTURE MUST HAVE A w POPLAR POPLAR POPLAR 1N) n �/° Eck/PORc 31' \ VISUAL INSPECTION PERFORMED BY THE BUILDING T LOT 115 LOT 114 LOT 113 LOT 112 > POPCA P rrvP.) \o \ \ \\\ LOT 116 �/ DEPARTMENT. 0 //// r LQT 111 W W //'a R °pLAR POPLAR \ .DECK Q \ \\ LL/ h 21 \ (TYP.) \ / CK — Z / LOT 110 Pop I I z I (¢ /I LOT log LOT 108 LAR p°Piair (rvP°j L T LINE / \\\� N•( SE 6P 20 _ -17- _ T CONSTRUCTION FIRE PREVENTION NOTES: z VDOT STD. Q I LOT 10 POplgp / (YP.) 2p 6' CONCRETE / \ R� 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CG-z (TYP.) Q 7 LOT io6 \\ \ �N' 2° / CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE g z5' FRONT SE BACK (M .) �. > y / SIDEWALK (TYP. ` /� 'M� - - i PROPOSED VAR. WIDTH UTILITY, I I (P) STREET LOT 10 / /v 20' \ �� \ \�\ ,, 5 / ` _ AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA c� oa / f SIGN (TYP.) 5 / m / P (qR / \ 2 o / DRAINAGE, & ACCESS EASEMENT. z •' _ ti oP� / \ (P)MAIL \ w\ \ 2 �� � ""`� A � STATEWIDE FIRE PREVENTION CODE. Q Q — EASEMENT SHALL BE VACATED UPON z ROAD CONNECTION TO EXISTING /C — / y / ° \ KIOSK _ \ a\ \ — z. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE z k k HILL TiP STREET STA. a+43 F /C/ _ OW / LOT 104 POp(gR 2 \ (P) STREET \ �. N A - ' — THE _� RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA O m w _ .- N OF LEEHAM STREET / � IGN (TYP. \ -�; ti �So STATEWIDE FIRE PREVENTION CODE. � CO m � Z — / in/ LOT1o3 POP(gR E 2 \\ S•D.=z8° _ 3. PER THE IVIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR � u) (n �., , T,_.._.T• 5 -s ck/p o q �_ ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL o z Ln zo' - , / LOT 1oz P°p �pc 11 \\ A _ CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS O WITHI W � N too FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT T z z N Z S — — O 'P •'° 20' � � / / - -- � CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER O p LOT 101 P°p( / / OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS zO g g a VDOT STD. R1 1 VDOT STD \ O / MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE �/� w w STOP SIGN (TYP.) — S SIGHT DISTANCE I CG-1z (TYP. \ �6 / \ LOT too popCgR of ryo 5' CONCRETE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER vI > (n ( k Soot e. FROG / rvp� v ti LK (TYP. SIDEWALK CONDITIONS. I'� EASEMENT. VDOTSTD. � R' \ w � � DB. PG. CG-22 (TYP. — \ 20%T (' LOT gg POP \ A / 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS ' z z m o VDOT STD R1-1 \ O eA qR VDOT STD. R1-i VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER LL C O O z R 0 OP SIGN (TYP) 20 \ LOT 8 / q STOP SIGN (TYP. NO PARKING' SIGNS SHALL BE THE VIRGINIA STATEWIDE FIRE CODE. WLn 9 / INSTALLED EVERY i5o' ALONG S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL � ^ BOTH SIDES OF LEEHAM ST AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS / DRIVEWAY ASPHALT PAVEMENT BE IN PLACE AND A PAR/\ \- / W SEE SHEET zo FOR PAVEMENT DETAIL ARRIVE ON SITE. z —zoo o I PROPOSED PUg RED \ 0; J MIN. 1o' DRIVEWAY 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE g TOT LOT AREA - �/ R G D BUILDING ATTHE END OF EACH DAY AND DISPOSED OF IN a SIGN (TYP.)SEE RECREATIONAL 'p'• �q0 61'R /VF �\ 2'-,- I l RESIDUEAREA ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. OLu VDOT STD. STREE (PLAN, $ /W) ° \ Q p RESERVED FOR 7. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESSTHAN ONE m ` \ APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL ON ALL FLOOR Q 'NO PARKING' SIGN ALisE I I� SHEET z5 �' ;335' \ �\ 29, = U PHASE IV DEVELOPMENT FUTURE LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN z ALONG : v _ 0.22ACRES DEVELOPMENT INSTALLED EVER) / p 1 ®\ �� O � W m EVERY STORAGE AND CONSTRUCTION SHED AND INARESOFSPECIAL; w 1 1 >, > BOTH SIDES OF Al RD I 1 I O Q J PHASE IV HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS o I T..I ��.. w q 0- VDOT STD. 35' Q CG-6 (TYP. ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA }^ �� n I STATEWIDE FIRE CODE. IM $ I I OPEN �� \� ti N I 'NO PARKING' SIGNS SHALL BE 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL N N N f w SPACE B �\ _VDOT STD. R1-1 o o INSTALLED EVERY 150' ALONG COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND H Cl Cl 0. z STOP SIGN (TYP. o BOTH SIDES OF LEEHAM ST TMP: 056A2-Ol-00-06200 SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE Q o N N 4 9 ry SIG T DIST E �: ,\ OWNER: GLENBROOK LLCOFFICE.0 v Zo m " °� MARSHAL'S ACE S S ko 0 0 I E SEMEN °° VDOTSTD. z I A P FIRE < : - O ACREAGE. 1.893 AC I I I A A " I II - DB._PG._ SEATING AREA CG 12 (TYP. f I L I G ) ° ' I 3z' / , ® a® ZONING: R-6 RESIDENTIAL W 2p �\ \ SIGN STREET D.B. PG.: 5039 66 NC. 20' / � \ / N SIGN (TYP. STEP W/ - 20' 20' / ~ A \ USE: RESIDENTIAL HAN RAIL VDOT STD. \ti \ 5' CONC. t I _ — CG-6(TYP. 720 \ \ SIDEWALK — -zO R 0 E 4 TYP. C VAR. WIDTH SIDEWALK & K - PO \ r I F C PLAR I — o - - LANDSCAPE MAINTENANCE ', ,• c :' CLf I POPLAR poPLAR I / - zp' EASEMENT, DB.PG. \ \sp SIGHT DISTANCE x{ ~ z 'I Po P P � L M 0 z EASEMENT Q s'f 1 . o 8 i7 I /r .Ia / EP P P •� / LOT 6 oPL LOT A o Z \ 9 R D 195 I �% °� DB.PG. G M VDOTST MIN. t > CG-6 (TYP.) I I •. LOT 94 I LOT 2°' \ 6i 0 I LOT z I 9 — I N to I P° a I OP d 6' PLANTING Iv a l AR � r . LOT g1 POP(gR / �// // „\ 7 : \ \\ STRIP (TYP. M w o h — _ - PROPOSED LOT go pop(gR ml : \ \ �8 do ~• w'o LOT 1z1 I L I irvP°Rc a _D DRIVEWAY (TYP.)ASPHALT LOT 8g POp(gR Wh \ \� ROPOSED 8' WOODEN PRIVACY FENCE \ \ - N U) 25 - T1 R I -4 / O PARKIN SIGNS SH LOT 88 p°p( p \ COLOR: N TURAL STAIN CD J a ti5R I sP 5`FRON ACK / �I LED VERY 1 o LONG LOT 87 qR oPCgR .. `) / (P) 6' CONC. \ \ 4' BIKE LANE 5 STREAM BUFFER ti zo' / / OTH S NUMB LDT ST PEDESIAN \ \ \ (TYP. N Q I VDOT STD. VDOT STD. R1-1 2p ROLL -FACED / I. I N CG-1z (TYP. -STOP SIGN (TYP. 2 / LOT 86 PATHWAY P \ A- 8 \ CURBING - SEE :`I P (P)STREET — ` _' Tg / / \ \ VDOTSTD. Q H� 10' > �S I 5oo'R zb' ET E DETAIL SHEET zo / \ \ p tih SIGN (TYP. — Bq keno m / \ LL CG 6 (TYP.) 5' CONCRETE , �/ S�� ,.:.. SIDEWALK (TYP.) 2p W ;a. ° i 0 I I / °Eck I 2 i�- zo' pR/MB��DTSTRF \ \ °! n \ l �h / ��R O ° \ \ PROPOSED J I_4 QY o rvP.) zo OAD (°, ET\ \ 20' / / O/ LOT 85 pop FT \ R/W (TYP.) J I —I Q POPLAR P Deck i R/W) \ \ \ \ END OF / I' — pop — poP — i 3 ry v \ / ROAD / // LOT 84 op \ \ ' . VDOT STD. MIN. I. Z O / ,,d I OTP 5 DES OFIA L E RDONG LAe ) POPLAR M I Q 30p, P \ w W I w DISTANCE TO NEAREST u) >o CG-6 (TYP. Q ry PpPLgR v / / oEck 2p \ \ \ / / LOT 8 PopC \ 3 S INTERSECTION (CLAIBOURNE ROAD v , Z I I a LOT56 °j �M C pO rPl S, z0 �\ R G'SIGNS BE AR \ \ DRIVE) AND PARK RIDGE LOT 57 M col r PCAR POp RO STAL D EVERY i o' ALO LOT�z pOp<q / \ Q m W zs% AR oEck /NYSE VDOTSTD. H TREE O I I I /LOT 58 LOT, l y ry I MA . pR poP \rvP. - �gq CK\34 ' LLJ J r . I/ zo'REq ry POPia % \\ ��oRc J Lu. Lu Q 5' CONCRETE - _ /' R SE BAC / LOT 61 w ry R �o \ /ar ` P 20 3L _ SIDEWALK(TYP.) j / / l RF \ /_��/ L�T.8o oPCgR /,, �\ V I I ^ / I z8' __ K/_ LOT6z m \ ■ > ITL _ 2o' _ _ _ LOT 63 vo / \ \ \� T /0 4Q! p ,20' Lu U J ry <u/ LQT 79 oPC \ \ Q O i 1 SIDEWALK&LANDSCAPE 20' 4 \.. " Ln � 625'{Z W H� m % r ® rPP °Rc l Popt ?b \ _ Vl MAINTENANCE EASEMENT 28' a :_.. ,: LOT 65 ^ \ \ 2 J \ / / / LOT 78 gRPop VDOT STD. — Z PROPOSED PASSIVE �5, / 0R/V (/tiJ / ^�C SOT 77 R / OP CG 1z 8zo — — LIB L BE \ EN ■ r- " „ 1 RECREATION AREA z0. / / qTF O� \ tCLT76 / 0 SPgC — • I o s- �l \ of \f� � I STALL E o' ONG o ED ° °, s- I ' I 1z UNIT o P OPEN SPACE C �20, / / / \ fF T 44ACR R O S.D. =335' Im , \ Y S \ OTH SID HUM DT ST E$ ul O _ O I BUILDING I I / b 8' 0.2o6 ACRES 6 CONCRETE \ ° . , . �/: P)ao'xao' / P°P \ `'O (?&, Tnl IGHT DIS NCE v / v�i APARTMENT of I w INCLUDING(6) I SIDEWALK (TYP. MIN.nCAR / CAR FOi; F'9j FFT 2). / SE NT „ \ (P)STREET •'.� U— > GARAGE /PO \ F / / / SIGN (TYP. . , ,..., , _, ; - o I P STREET �° �30' (TYPJ ?VP RC l '0, iL/ \ " AFFORDABLE I O _ ..: _ / Pop �/. F,yT I I UNITS g / SIGN (TYP. VDOT STD. R1-11 PARKING qR J / 2 / S 5 CONCRETE LL.I e I '%� 1 PERMITTED IN m ?8. �.. fTklPO E : \ R STOP SIGN (TYP.) THIS AREA b (P) 6' CONC. / / POP g \ z0, / vP Rc / M / VDOT STD. R1-1 SIDEWALK (TYP.) 'DOT STD. CAR �°o' 1 1 T a LLB Q I w CG- D TYP, s8' L5 a ' ry PEDESTRIAN / R \ /// / _ oQ /� STOP SIGN (TYP. > 9 (TYP.) PATHWAY / LQT66 POP \ zo' a S'S OPEN SPACE E o.o85 ACRES J SIGN(TYP. O LOT58-- / VDOTrD ,Rl-1 �/ 3 \ I I SIGN (TYR.) j ° lCl z , � zz / Q O N G' SIG ALL BE _� 9 - l +>/ P° CA ./ b / o O 8 FIN�TALL EVERY 150' AL Lli L.L _ 10 N 6 /TYP. C \ m S.D. _ -,- 2 20' LOT 6 \ / P R do l� �a�m ry l Nj\�) n/ . z8o \, ' / / P R / O ; N dNTH15 IDEOFARBOLEDA ?' ti5� _ .F LOT 70 / oPCgR \ ?r Cu o / m LOT 20 Dh END IC - _ / / ,42 \\ i BONY / / z ,M P°p SIGHT TANCE �� // e 4 a LOTz3 / / _ (P) MAIL q q\ 0 / ry o Q / _ / ., / E ENT I \ I ry R/W � VDOT STD. � � / -. 30' ° . " .: ` KIOSK � � � ' ' • , � � l RONT W CG-6 (TYP. /\ 2g, %\/ LOT 71 SF op qR J - � I VDOT STD. / � .. � Z � \ / 6gCk .Eck/po I / ( \�� � C] ( � o CG- D (TYP / l / S F LOT 7z poP( a� l (�l of LOT 55 9 KI SI N A BE Rp a AR / I _ ry LOT ig N V LOT 64 INSTALLE EVERY/ I ' A NG 7 SET 2) LOT 73 , Jl v Ra l ,; v N / BAYBERRY LOT 53 / / ,° °. Ug</ FR o' LOT 7 +ri l l Q �Cu ( -.. o LOT zS / F/C 11 �" w_ H- OPEN SPACE F l I DECKP BAYBERRY Lu LOT 5z / \ C Oq S WA LO m"'� I Z�Q // o /rv° .° / F/C / me 0 w / An R O y ? ( a :. 4.843 ACRES s e / / / / m S4' ° V T STD. / / LOT LINE 0 2 i BAYBERRY LOT 51 LOT 18 (TYP. a cn / / \ BAYBERRY l / LOT 50 / �m / r 20' / .. $ 0 \ \ a0. / I / a LOT z Z JOB NO. 1 /J GRAPHIC SCALE — _ 2°'REARSET(i ECkppAn j l / BgyeeRRY / / / Z0 , "Zg0' 31 :. l l I //� /� F/l'E/P 11 Y� 11 112066 LO SCALE ao o is ao so 20' S�NI \ A\ l D(rVP?ATl BgyBERRy LOT 49 -..LOT z7 � � • b l m �ti n _ r \ \ B LOT 48 / / LOT \ I / SIGN (TYP.) / LOT 1 SEWED, EASEM_ � � � � a 47 �5 0 7 / S 1 30 C.B. 199i p. 235 avaERRv / / / \ d yo ^ / \ / SHEET NO. ( IN FEET) \ r�/PATi BAyBeA<P° LOT4 \ MATCHLINE - SEE SHEET 1 inch = 30 ft. p.) ERRV / l vR / m m - \ ....LOT 26 °. ' / / \ \ >m Y>� 5 All �ErK/PgTR� LOT \ \ yPl BERRY / / oUR / ° ■ ■ ■ LOT 28 L0T4s / MA LINE - -- !. �• / \ / /� / cUR eq LOT 44 / / ET W l �/ l / / eckia R egcTo LOT PROPOSED iz'xzo'MIN.:/ LOT 16 R> or CAR GARAGE (TYPJ \ /o o/ / o i STREET SIGN \ y - (TYP.) LOT LINE (TYP.). O I I / 5 W W W W W W W W\ W OPEN SPACE F L 4.843ACRES - / /� 'NO PARKING' SIGNS SHALL BE l \ I_o ° . I VDOT STD. LOT 15 INSTALLED EVERY z5o'ALONG �\ CG-zz(TYP.) _I ON THIS SIDE OF MEYERS WAY VDOT STD. Rz-z 'r%p I I -1 �m / o W W W W GREENWAY EASEMENT PROPOSED WALL - / / STOPSIGN(TYP.) ;•: ` :::• •.. m LOT z ., EDICATEDTOTHE COUNTY VAR WIDTHPRIV (MAX. H / � \ / ATE W W W W W W OF ALBEMARLE, VA. Y W RETAINING WALL M T=3') j� 9 I I / W W W W PG. �� E /� m� LOT 4 DB. MAINTENANCE • , - I I I 1 , � .DBEASEMENT PGW W - z z8gACRES . . �! W W W<•>:: I _ K _ 1• W W :<'•:Wi. W �.� CO \W - "EXISTING STORMWATLOT I �: a I WMANAGEMENTF \WoWW w\•` ACILITY me Niry'NO PARKING'SIGNSSHALLBE • W W W W A W W / \ \� V -' W V A W \,� . '/ ` l , / / / ,� I 0 INSTALLED EVERY 3.50' ALONG - - - - - o j W \ \ °' „� `�\� �� \� / lW Vl ,nm' l /'I• �I rr0 ON THIS SIDE OFARBOLEDA DR vi io / LOT 13 LO W .y X. W W » / W ENT T 3 1 R ST ANC LOT EASEMENT \ SIGHT D W W W W W W W y W \ W W W 0' m / LOT LIN " p` LOT 32 I LO WW, W, W, W, W•WW % WWW WWWWWWW,\,\WW \ ' ✓W �'" / 2' \ \ W .0 W .W a. W a. W a. W a. W .0 W a. W a. W a. W a. W W�� W �. W .'\ � LL \'' •Vl•W w /v- W LL' W .y W W/W / QQ' �� �l � \W y W W /W "/W l \ W W W W W W W W W W W i o �4 2 Fjp LOT 12 / ��l �/ I j I SFD LOT LOT 33 / 1 � h rI W W W W W W W W W W� � � \� / /' ✓ / �� o I \ W. LOT34 / � ` o W\ •°/ / / / I / PROPOSED'NO PARKING' SIGNS, W W W W W W W WWW W W WWW W W W W W W W `W W / I�� INSTALLED EVERY 150'ALONG ON THIS SIDE OF ARBOLEDA DR LOT H W W W W W W W W W W W W W•`W.W W WWW WW W W W W zo'EMERGENCY ACCESS �5'S DE SE\ /� I \ o \ / SFD LOT PROPOSED'NO ARKING'SIGNS b .. W W W W W W W W W W W C _ INSTALLED EVERY i o'ALONG ROAD AND BICYCLE & k _ / I W W W W W W W W W W W W W W W W�W W W W PEDESTRIAN PATH EASEMENT / 5 \ J OT STD. THIS SIDE OF BARKLEY V COURT W W W W W DB.� PG. W W W W W W W W W W W ., ♦ o / ��I• CG-a (TYP.) VIEW T VDOT STD. - V W W W W W W W W W W W W W W W STOP SIGN (TYP.) W W W \p 0 W W W W W W I ,oI I 97' :I o W W W W W W.:. W W I :W W W W o IZ�l W:. SFD LOTLOT35 I- m �� �� _ �F z8 BAR`K�EY Vit- COW RT REMOVABLE BOLLARDS COMPATIBLE WITH KNOX I I �' r- D W •.••W BOX LOCK ING SYSTEM FOR FIRE RESCUE TO BE I m - r> I 8,. PUBLIC ROA (5� CAT INSTALLED TO PREVENT VEHICULAR ACCESS BUT a:. 0 . , ' •"`'• W ."R' STILL ALLOW ACCESS FOR EMERGENCY VEHICLES. W W W W W ... W W RELOCATED EMERGENCYACCES 'Lh AND BICYCLE/PEDESTRIAN ACCESS SEE DETAIL, SHEET zi -.'b• 36' \ W W W zd EMERGENCY ACCESS STINGW W W ROADWAY WITH PHASE III I ° ° ° 66' W SSW W W W\ W W W STREETSIGN 86' W ROAD EASEMENT W W W DEVELOPMENT. SEE DETAIL, SHEET zo W W W W W W W W W W I (TYP.) W D.B. 5420, PG. 586 W W\ W I VDOT CG-6 \ W W EMERGENCY ACCESS DESIGN I (TYP.) W WWWWWWW W W W W W WEIGHT BEARING CAPACITY I PROPO \ WWW WWWW W W W SHALL BE 85,00o LBS 0- LOT 36 0 . o IILn I INSTAL W W W W WW W� WWWW a� SFD LOT Ilp SFD LOT \ I ONTHI \ I \ COURT \ \ \ W WWWW WWW WWW ♦` I mw_ III0 LOTS o I - - _ _ SFD LOT \ W W W W W W W W 0- \ \ \ W W W W W W W W W W W W W W W W \ SIGHT DISTANCE EASEMENT \ \ D B. . PG. W LOT LOT BUILDABLE LOT LOT BUILDABLE SFD LOT 0 _ I I LOT LOT 37 O O LOT LOT BUILDABLE WWWWWWWWW WWWW \WWWWWW 1 ' 3 I (P) 6' PLANTING STRIP SFD LOT \ NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf WW W W W o II \ \\ 1 6,619 4,408 41 6,048 3,5S8 81 2,196 1,243 W WWW W W WWWWW W W W _ `W:. 2 6,160 4,017 42 2,208 1,262 82 1,695 1,189 WWWW " GREENWAY W �W W W EASEMENT �� 4 3 6,110 3,974 43 1,807 1,297 83 1,735 1,227 W W u z.z8gACRES W W W W O (P)5'CONCRETE N' 4 6,315 4,141 44 1,902 1,392 84 1,786 1,278 W WWW W W W W W W %<. W\ W W W \♦ \ D v SIDEWALK o 5 9,074 6,186 45 2,003 1,491 85 2,502 1,471 W WWWWWWWWWWW W WWWW"' W W�W W W v CD O 7 I \ 6 7,555 4,369 46 2,091 1,581 86 2,174 1,216 W W W W Q 0. 7 7,400 4,231 47 3,083 1,935 87 1,757 1,242 W W W W W W W W W WWW W WWWWW LOT LINE (TYP.) \ SFD LOT II LOT 2 \ SFD LOT �\ 8 12,415 8,055 48 4,345 2,989 88 1,815 1,315 W W W W W W W W W W W 0 \ � 9 7,873 4,569 49 3,364 2,613 89 1,840 1,339 W W W W W W W W W W W W W\W W W 10 6,168 3,608 50 3,307 2,557 90 1,867 1,367 WWWW W W W W W W W W W W W W W W WWWWWW W W W W W I PROPOSEDR/W // N i 11 6,904 5,316 51 4,070 2,754 91 3,171 1,908 W WWWWWWW W W W W WWWWW W WWWW �t II 12 5,589 3,476 52 3,923 2,619 92 2,971 1,790 W �W W W W W W �W W W I m 13 5,100 3,053 53 3,139 2,389 93 1,846 1,345 W W W W W W W W W W W W W W ':W. W� W W W W W �� C 01 14 4,029 2,662 54 3,136 2,377 94 1,815 1,315 W W W W W ✓W "` W W PROPOSED EVERY PARKING' SIGNS, •W:;: �\ 0-' \ .� INSTALLED EVERY iSo'ALONG 15 3,174 2,423 55 4,233 2,791 95 1,789 1,289 �i W W W \ \ I } ON THIS SIDE OFARBOLEDA DR W W yW W W W W W W W W w 1 16 3,987 2,646 56 2,670 1,620 96 1,777 1,277 LOT39 SFD LOT W�W W W/ W W W W W W W I I SFD LOT VDOT VDOT ° 17 3,996 2,656 57 1,596 1,096 97 2,532 1,456 %W W \ W ) STD. CG-6 (TYP.) 18 3,240 2,490 58 1,600 1,100 98 2,563 1,474 \ 19 3,240 2,490 59 1,600 1,100 99 1,643 1,130 W W W W W W W W W / W W WWW W W\ V \ I\ 20 3,996 2,656 60 2,253 1,276 100 1,650 1,140 21 1,911 1,018 61 2,211 1,271 101 1,657 1,151 W W /WWWWWWWWWWWWWWWWW WWWW \ 22 1,470 970 62 1,578 1,078 102 1,667 1,163 \ W W W W W W W W W W W W W W W W W W W. W WWWW \` r0. 23 1,470 970 63 1,580 1,080 103 1,677 11175 W W W W W W W W W W W W W W\ . 24 1,470 970 64 1,578 1,078 104 2,405 1,363 W W W W W W W W W W W\ W W W \ 25 1,470 970 65 2,557 1,502 105 2,462 1,414 \ W W W W W W W W W W W W W W W LOT 40 W\ SFD LOT GLENBROOKAT 26 1,470 970 66 2,256 1,284 106 1,732 1,231 W W W W W W W W W W W PROPOSEDR/W FOOTHILLS 27 1,473 973 67 1,656 1,152 107 1,743 1,242 I W W WWWWWWW W W W W '':W W W W W W \ \ PHASE IIB 28 1,925 1,041 68 11600 1,096 108 1,754 1,254 29 4,757 3,267 69 1,549 1,045 109 1,767 1,267 W W W W W W W W W W W W W W W 30 3,416 2,666 70 2,063 1,126 110 2,643 1,599 , W W W W WWWWWWWWW WWWWWW \W W W \ F} 31 3,394 2,644 71 1,972 1,053 111 2,906 1,716 / \ W W W WWWWWWWWW W WWWWWWW W W \ +- 32 3,359 2,609 72 1,452 952 112 1,810 1,310 33 3,325 2,575 73 1,476 975 113 1,810 1,310 \ W W W W W W W WWWWW W W W W W \ LOT 41 \ 34 5,205 3,533 74 1,528 1,027 114 1,810 1,310 / WWWW W W W WWWWWW W W W W W W W 35 5,424 3,305 75 2,356 1,379 115 3,222 2,034 W W W W W W W W W W W SFD LOT a W. W 36 5,570 3,367 76 2,073 1,153 116 2,734 1,654 37 5,458 3,285 77 1,560 1,060 117 1,916 1,415 o W W W W W W W W W W W W W \ \ W W W W W W W W W W W \W W W \ 38 5,516 3,327 78 1,574 1,074 118 1,891 1,391 W W W W W W W W W ;W W W MATCHLINE -SEE THIS SHEET1 \ 39 5,362 3,214 79 1,593 1,092 119 1,926 1,424 W W W W W W W W WWW.. W ■ ■ ■ ■\ 40 5,458 3,286 80 2,147 1,199 120 3,877 2,262 W W W W W W W W RAPHIC SCALE ( IN FEET) SCOTT NIR. LLINS Z 1 inch = 30 ft. U Lic. No. 035791 LOT 76 s/zo/zz �4 SFD � `101VAL w / w z CD GLENBROOK AT FOOTHILLS w PH�Sr I - BY -RIGHT SECTION r J / w o LOT 77 / o / SFD 0 / Z U / g LOT 78 r SFD Jaz 3 / z K k a 0 m x Y� U u~i z z_ N m 3 E (TYP.) O z w z o z g 3 / �F/��1 OLU d g a T10 / V/ D LOT > V) LU W Q z Co O z z Co L L U o N 0 / LOT g M o / SFD LOT u / Z (P) 5' CONCRETE g \ / a SIDEWALK REZONING LINE � � Z � a 0 U LD N N N c O Q O N N U o 0 0 o a LOT ` SFD LOT , E o � c by M z N0 � W LOT Co o \ SFD LOT LOT 84 ~ a \ ti� U) ti \ SFD N n 0 1 0 SED'NO PARKING SIGNS, CA J o LED EVERY i5o' ALONG \ N Q a S SIDE OF BARKLEY VIEW \ \ N z N & THE CUL-DE-SAC LOT 6 Q ~� > LL o SFD LOT \ \ LOT 85 W 1 0 \ S FA J I -I o \4 (n W n ul w \ \ LOT 86 Q Q LOT PROPERTY LINES SFA O BETWEEN PHASE ILOTS �.1/ -o AND PHASE III LOTS \ LL uj LLn LOT 87 J Lf Y = ° s_ 0 WWWWWWW W W W\\V / W ul a o E W W WWW` WWWWWWWWWWWWWWWWW W � ��■ � ■ ■\ / c W W W W W W W W W MATCHLINE -SEE THIS SHEET \ 0 WWWWWWWWW `�f� \ ILL. Z WWWWWWWWWWWWWWWWW WWWWWWWWWWW w Hw WlW W z WWWWWWWWWWWWWWWWW WWWWWWWWWWW � z \ w WWWWWWWWWWWWWWWWW WWWWWWWWWWW WW W N z WWWWWWWW WWWWWW Wa\ WWW J O o W W W W W W WWWWWWW W W WWWWWW WWWWW W W W W W W WWWWWW W W W W W o a W W W WWWWWWW W W W WWW W \ WW W WWWWWWW c \ > z x W W W W W W W W W W W W W LI..I W W W W W L WWWWWWWWWWWWWWWWWWW W WWWWW W I IX.% WWWW WWWWWWW WWW WWW WWWW W � U %Ogg N W W WWWWWWWWW W WWWWWW �:W::...•.. W WWW \ W W W W W U E I WWWWWWWWW W W W W WWAlW W W W W W W W W W W W cn W W W W W W 0 W o W O LU W 0_' 2 0 0_ ; o JOB NO. o W W WW GHAPH4CW SCALEW W W W W\ W W yy W 112066 0 W 36 W W W W W W W i5W W W 130 W W W W W W W 60W W W WW W W1 SCALE 30' SHEET NO. o- W IN FEET) W W W W WW W W W W1 inch =W 30 ft. W WWWWW W W � W 6 N L H PROPOSED WALL (MAX. HEIGHT=6') 20'PRIVATE RAINAGE EASEMENT ixTH B ro� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCOTT R. LINS ................................. 20+50 11+50 . ............... -j 10+00 11+00 0, Lic. No. 035791 2o'ACSA UTILITY AaElvicill 7 — — — .............. 12+0o 20'ACSA UTILITY EASEMENT D.B. —, P I - - -", Z�� I , \ \ - I —,P D.B. ,P 8/20/22 PG. ROPOSED 8" SANITARY SEWER�11 LOT 120 / -t, LOT ill vx�, I o px? ROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) T11.8 1 1 --------- 1� PROPOSED WATER SERVICE LATERAL (TYP PROPOSED , ED8 i. 22.5l(BE/ND/ LOT i LOT 1�j- 1\7 j-- LOT n6 3H U) 3 0 F- LOT 115 10T ... PROP05ED SANITARY SEWER ��, �3 z �6 T L lyI II 20'ACSA UTILITY EASEMENT YP.) LOT ill SERVICE LATERAL (TYP.) D.B. H PROPOSEDTYPEA MH-42 PG. -44 LOT 110 LOT log BLOW -OFF ASSEMBLY �IFL- I F LOTIOU u PROPOSED SANITARY SEWER FIRE DRANT-"- SERVICE LATERAL LOT (TYP.) - - - 10,0 z 2d ACSA UTILITY EASEMENT - LOT io5 D.B. PG. 12+50 TIE-IN TO EXISTING 10 F8"DIWATERLINE 0 L - L z z PROPOSED 8" CL. 52 DI WATERLINE m - -PROPOSED x8" TEE LOT 1C 0 co Lu WATER SERVICE Lf) U) R ;ED P OPOS L(I LATERAI (TYP.) U Ln z Ln LOT loj 6j 1 - Ln w---L--w—w-----Lw w PROPOSED 8" 45' BEN VAR. WIDTH UTILITY, I w 12+SO 14+00 DRAINAGE, &ACCESS EAS m Z Z of 22+00 O EASEMENT SHALL BE VAC, 0 U) -13+so DI WATERLINE THE EXTENSION OF LEEW U) . LU PROPOSED FIRE HYDRANT LOT 99 D.B. ROPOSED 8" PG. V) ASSEMBLY w/ 6"x6" TEE 5; (n r Ln Of < < Lu z z co Ln F - - - - - - F- p iyxso \ f� Q / / I I Lu FUTURE U) - - - - - - - - - - /cp z :c '(6 DEVELOPMENT u _PHASE, IV rn Lu F- U) PROPOSED 8" 22.50 BEND O tsx �< `T — — — — — — F- 'VIEW, 01 0 30 C/) 6 r-4 r-4 r4 -PROPOSED 8" CL'52 DI WATERLINE F T- Lu PROPOSED SANITARY EWER Z-RELEASE VALVE a :5� SERVICE LATERAL (TYP. Z-6 ;5� cf) PROPOSED WA PROPOSED FIRE HYDRANT 'PROPOSED 8"x8" TEE ip. LATERAL kSSEMBLYw/8"x6"TEE W/ (3) 8" G.V. 0 1po L9 cy) LOT 97 t j 96 < 20'ACSA UTILITY EASEMENT VAR. WIDTH A( LOT gz / C " \ / co _j D.B. -UTILITY EASEME.J. ":100 N —,PG. m D.B. PG. LOT go LOT 3.21 OPOSED 8" CL. 52 Ul VV Ml tKLIINM uj co �T 88 )SED 6" CL. S2 DI WATERLINE I (N U) LOT 87 -00 c:) 20 AL�)A U I ILI I Y EASEMENT c)) —J III LOT86 D.B. PG. 22+0 PROPOSED 8"x6" TEE PROPOSED SANITARY! W/ (2) 8" G.V. & (2) 6" G.V. VICE LATERAL (TYP.) 0) IL w ROPOSED 8' SANITARY- ER u- I I I �Q / V \_ / / �\r l` �< L (PROPOSED FIRE RANT /VAR. WIDTH ACSA Lu Lu ASSEMBLY w/ 8"x6" TEE UTILITY EASEMENT -j P-4 Lu 0 PROPOSED 8" CL. 52 DI WATERLINE 4-- D. B.. PG. LU 1 84 -45 -j 1--11 SERVICE LATERAL (TYP.)- -- 5; z PROPOSED SANITARY vvt:K-/ LOT 8 PROPOSED 8"x8" TEE PROPOSED FIRE HYDRANT 0 F W/ (3) 8" G.V.ASSEMBLY w/ 8"x6" TEE UJ LOT z 4:+ LOT 57 PROPOSED WATER SERVICE LOT 82, Lij u LATERAL TYP. < LOT& -i �OPOSED FIRE 0 T 6o �DRANTASSEMBLY _j PROPOSED SANITARY• SERVICE LATERALLOT 62 20'ACSAUTILITY r ROPOSED 8' CCC-.52 PG. u < I J T,7 u m I: -j PROPOSED WATER SERVICE -----4T­l W —w—w- LATERAL �l v q _j LU 21+00 21+50 I ' I w �� _ ✓ l ? l �/ 7Sx00 �\ \ \ / LOT 77 . \ 0 VAR. WIDTH 0 Lf) EXISTING 2o'ACSA 4 UTILITY EASEME ",c SANITARY SEWER EASEMENT Lu zo'ACSA JT1I I Y EASCCCC EMENT ACSA D.B.'G. D. B. PG. S�-, 7 D.B. 5075, PG. 664 3.0 -7sj ul 0 0 W ------% PROPOSED SANITARY SEWER LL- T PROPOSED 6" CL. 52 DI WATERLINE --- PRO 1v �00 SERVICE LATERAL (TYP.) (EX-MH-Foothill-9-6) z 0 -11, S�S-4- -- rp FIR DPOSED AIR -RELEASE VALVE/ LOT PROPOSED 8" SANITARY Lij Lu < 611 1 - TARY- & G.V. LOT ��7 2 SERVICE LATERAL (TYP 414� LOT 68 mj u) 0 U134 LOT 6 PROPOSED SANITARY SEWER C) teo v SERVICE LATERAL (TYP.) 14q LOT 20 7 LOT 70-7/ LLI 0L Jj 00 rKOP05EL) WATER E LATERAL(TYP.) -D SANITARY SEWER ROPOSED WATER SERVICE/PROP 3 SERVICE LATERAL (TYP.) LATERAL (TYP.) 0 < w LOT 55 LOT 54 LOT 19 0 —j ROPOSED 8" SANITARY SEWER 7 (D MH-34 LOT 53 LOT 52 2o'ACSA UTILITY EASEMENT PROPOSED FIRE HYDRANT _/' D.B. hNOCP LOT 18 Lu 0 Lu PG. ASSEMBLY w/ 6"x6" TEE GRAPHIC ­2- s LOT 50 �74 1u) I SCAL / e - / JOB NO. ROPOSED SANITARY SEWER PROPOSED ROPO ED WA ER SERVICE L' Op kS R ED 8" 22 50B ENI 3 0 30 0 15 30 60 LOT 49/✓/L( PROPOSED SANITARY SEWER LOT 48 CE LATERAL (TYP.)47 112066 LOT 17 SCALE �SERVI11 1 IN FFFT OPEN SPACE ✓LOTPROPOSED 6' CL DI WATERLINE -ATCHLINE - SEE SHEET 8 1 =30 1 m(h 30 ft. LOT 45 SHEET NO. 7---7—, 7 PROPOSED SANITARY SEWER LOT 44 /Lor 45 \\ LOT 28 / o✓ /rt A N -0S pmgm- 1E0T ��/ — W W EX-MH-Foothill-10 1 �� — / / / PROPOSED SANITARY SEWER LOT44 / / \ �'" \ M TC / / — — — TH HLI E SERVICE LATERAL (TYP.) l / \, // (ll,c �P L F—_LOT*SoTIE-INTO EXISTING8"SANITARY SEWER — /— LOT z / /MH-3z 4 O \ \/ / LOT16OTT R. LLINS—�6ROPOSED 6" CL. 5z DI WATERLIN_i°p IIl//LOT 76 . No. 035791 PROPOSED8"SANITARYSEWER — S / / //O / y"i'� PUBS/CyFRS�� / / PROPOSEDSANITARYSEWER / // SFD 0 4 \ Rpq p . y 1z+5o ICE LATERAL ( / / .p�� 8�2��22 1 AUTILITY w LOT:�Sgt E�y�1l / / _ / ($ w j % I I: SERVICE L TYPJ / / tv zo'AEA EME — � -- ----- / / / // 4 Rom) 5 CSS NT — — ' PROPOSED 8"x6"TEE / / / / ONAL B. ' G. � / \\ ., � / w/ (z) 8 G.V. GV. PROPOSED FIRE HYDRANT � / PROPOSED WATER SERVICE PR ASSEMBLY .•. / IILATERAL \ / � /(TYPJ W W W W W W W W W W W W W W W W W W W\W t ui / �/� LOT22j,\ I F I� �.• LOT / / U) n 4 I / / // EXISTING zo' ACSA LOT 77 / PROPOSED SANITARY SEWER W W W W W W . . . . \ w — W ° I / / / '- SANITARY SEWER EASEMENT f Wi / / SERVICE LATERAL (TYPJ / / / o / / / O W� W I / h D.B.5075,PG.664 SFD / u // EX-MH-Glnbrk-6-i / ` / / WWWWWWWWWWWWWWWWW .:W::2 WWWWWWWW\WN \\ W� W W v WWI % w/ / / LOT3o / / I \/ \\/ z w- �� ���v .� �� / �/� /` - / LOT78 z \ / PROPOSED 8" SANITARY SEWER / / a SFD / J J z zo' ACSA SANITARY SEWER EASEMENT LOT 13 z W W W W . . W W W \ W \\ \ \ \ D.B. PG. / LOT 31 / / / / / \ / O 4 W W W �. W W W W ��� m m W o) m °� PROPOSEDAiR-RELEASEVALVE PROPOSED SANITARY SEWER �s �• U � Z z / SERVICE LATERAL (TYP.) Z w ~ N N \ )CIS�ING STORMWATER / / / LOT / l / f . a LOT / o Z Z o \ WWWWWWWWWW W:. W W W W W W \ s z 3 g M NAGEM_ENT Fj4CILITY / / / // / / / vl w a \ \ W W W W W W W W W W W W W W W W W W W W W W W W \ W\ " \"' „'`.W/W e/ > U) i/i % /•°/ // � wMHz4 zJLL zLOT 12 JLL m EXISTING SANITARY SEWER EASEMENT SHALL LOT 33 W EXTENDED O THE PROPOSED VDOT /W. LOT g cc BER / / / T \ ` WWWWWWWWWW .WWWWWWWWWWW\WW� W \ "�� .l — � a / PROPOSED SANITARY SEWER— i w LOT 34 / / / SERVICE LATERAL (TYP.) y, \•.\ nGREENWAZDEDICATION\PROPOSED WATER SERVICE LrE�ATP. LOTH y� PROP ESO D 8" CL. 52 DI WATERLINEi W N N N O N N \ \ PROPOSED FIRE HYDRANT LOT 8 / 0 v ago ASSEMBLY w/6"x6"TEE / / o 0 0 w-- \ EX-MH-Foothill-g-z --"" a+. <,\ ROPOSED4CL.53 DI WATERLINE °o / PROPOSED TYPE A I BLOW -OFF ASSEMBLY / ROPOSED 6"x4"REDUCER / W W W W W / B R VI W COURT— / \ I F PUBLIC ROAD (54' R/W) S z+qo /PROPOSED 1o' PRIVATE SANITARY :x.. W LOT 35 I 10+00 _ _ 10+50.. _ 1+00 _ 11+ o... / // SEWER EASEMENT ti —� y m / D.B. PG. Z EXISTING zo' ACSA \\ W WWWW W W SANITARY SEWER EASEMENT PROPOSED 8"x6" TEE / / W W ::::•. W Wcyi D.B. 5075, PG. 664 / O G V O G.V. WW W W W I w z 8" G.V. & 1 6"5 / to DI WATERLINE ' b ' IYIH 2� — — — —� _ LOT7 Ir 5 ROPOSED 6" N 5 / I/ ---- LU MH-28 — — \MH-ag // LOT 8 SFD I PROPOSED 8" SANITARY SEWER PROPOSED WATER SERVICE zo' ACSA UTILITY EASEMENT OPEN SPACE I D.B. PG. / W W W �� W W ♦ LOT 36 LOT 4 LATERAL (TYP.) I I PROP OSEDSANITARY SEWER / N \ \ IN. HORIZONTAL SEPARATION 5' REQUIRED I A SERVICE LATERAL (TYP.) \ \ W W W W W BETWEEN WATERLINE AND STORM SEWER I L.�$w ,..I I LOTS LOT // Z Wes. -- -- �� I -____� , / \ LOT85 j LL W W ` I o \ SFA LLI ` W W W W .W •WY• W W W .�. W I PROPOSED WATER SERVICE I I \ W W W W W LATERAL (TYP.) f w 0 J I� EX MH Foothill-g-i O I I \ J H LOT 37 I 1 II LOT 3 \ U) Lu :W W I \ Z W W W W W W W • •:.. W � � W W l /PROPOSED FIRE HYDRANT ", ASSEMBLY v, I � � � LOT $ o PROPOSED WATER SERVICE- — — \ L SFA 6 Q W / i LATERAL (TYPJ � � J CL \ I< / I PROPOSED SANITARY SEWER Q U W W. W W W W W W W W W W W �\ ��� \\ LOT 38 MH-26 SERVICE LOT zERAL(TYPJ \ \\ \ LOT 87 U J J W W WSW W / PROPOSED SANITARY SEWER \ £ I \ \� /\ SFA SERVICE LATERAL (TYP.) } o L� Y \ W W W W W . W W W W W W W w /` \ 1 \ zo' ACSA UTILITY EASEMENT W W W W W y ® I \ \ IY \ \ D.B. PG. / L OPEN SF z LL �i \ I \• \ \ LOT1 \ "Glf _ ` W .W.W.WWWW jW�. .W.W ''W>:•iW W.W \ LOT39 \ / GLENBROOKAT / W I \- -°PROPOSED io'PRIVATESANITARY' I ° \ / FOOTHILLS - PHASE II w Q SEWER EASEMENT W D.B. PG. ) \\ / / a4. \ W W W W W W W W W �` W W W \ I PROPOSED 8" CL. 52 DI WATERLINE \N \ / \ O PROPOSED 10PRIVATE SANITARY SEWER EASEMENT / \ D.B. 4xiW PG. ` \ \ / \ / / \ LLI cL W W W W LOT 40 o / PUBS 0 Z I WWWWWWW .WW Q w w w PROPOSED o' PRIVATE SANITARY 'p \ Cr �r�Lu SEWER EASEMENT �• ` \ s \ CONNECTION TO SANITARY SEWER SYSTEM J D.B. PG. A• \ INSTALLED WITH GLENBROOK PHASE z / / \ /PR PO OSED WATER SERVICE \ a O �J I WALW W W W \ I LATERAL(TYPJ \ 5 CV \ WWWWWWWWW WWW I \ x L Lu Lu WWWWWWWW WWW I v \ c LOT 41 CONNECTION TO 8" DI WATERLINE / / �' - / a f2 I \ INSTALLED WITH GLENBROOK PHASE z / CRAP IC SCAL � �„ �06 No. PROPOSED 1o' PRIVATE SANITARY, I I \ so o u so eo ,zo - SEWER EASEMENT �� \ \PROPOSED SANITARY SEWER FIRE HYDRANT ASSEMBLY INSTALLED � 112066 D.B. PG V I I SERVICE LATERAL (TYP.) WITH GLENBROOK PHASE z SCALE �W Vx-AW\ I I , 30 FEET a 'nch - 30 ft. W w W w W W W W W.. W W ' W ' W W II i \ \ \ �� 2/ oo s SHEET NO. 8 PROPOSED WALL ---- PROPOSED TREE PROTECTION FENCING -PROPOSED WALL GEOGRID -6g PROPERTY BOUNDARY-- -- - - % TREE PROTECTION FENCING 68 TW 694 -(MAX. HEIGHT=6')- - - - - o I vv- PROPOSED u' HDPE YARD DRAIN SYSTEM - - _ 68zTW- 5 68 TW 85TW85.5TW - 686TW- 686TW- 6866N[ - - - - 684 TW _ -'685 TW --_ 680 BW 5 - i - - - _ _ - _- - -- D.B.RIVATE DRAINAGE EASEMENT T M / 686 6 BW 68o BW - 68o BW 682-BW - -68y BW D.- PG. 6�o TW 682 BW- 681 BW 79 - -_--_- ___ CD - _68o BW _680 - 94 - 678 - 96 = _ _ _ - - 98 - - - - - - - 100 - 4- 6s3. - - - - -- �' ' ROPOSED ROAD DRAINAGE SYSTEM i -- - --- - 97 � � ........... ::-:r•:•:-:::-:-:-: / SCOTT R. LINS Z io+00 io+50 Sib 21+00 Lic No 035791 PROPOSED VDOT STD. CD - no - - - 12+00� - - �.•.•.•.•.•.• 66za �� i \ _ - \ _ Q -ICI 6 \ �" '� -��- - i / � i � \ \ i I PROPOSED 8" HDPE ROOF DRAIN SYSTEM '¢'O H/2O/22 IZ In 1 \- _ _ _ i2+So / \ -_.` ^.: J, \\ I �w/io' PRIVATE DRAINAGE EASEMENT \ \ W - w/Oo' PR VAT E DRAINAGE EASEMENT ' i / \ / / / / / \ / 'SI0 EZ1 0 0 o I LOT z2o ,� D.B. PG. i NAL z% 5 o y/o [�/0 r3/0 J W ___ D.B. PG. / \ z%� \ �' LOTUS \ / / \ w PROPOSED 8' HDPE ROOF DRAIN SYSTEM I g3'�I Q zo PRIVATE DRAINAGE EASEMENT \'�t00 6o{B�</ \ \ i LOT 118 68g.�GAR\ ^ / VAR. WIDTH UTIL Y DRAINAGE &ACCESS EASEMENT. / QW y - / i g oo FFE I , , / z I D.B. PG. _ I ' - \ �. \ 688.0o GA w w/ 1o' PRIVATE DRAINAGE EASEMENT _ I O i+� �� _ _ S \ EASEMENT SHALL BE VACATED UPON THE EXTENSION�, D.B. PG. - I II/ °!tt - - I \ p \ - \. \ LOT 11] 688.67 FFE,.- - 7 OF LEEHAM STREET. D.B. PG. / / z - I W� II - _ R y VA LOTii6 687.33 FAR °o� / 3 O z LOT 115 LOT 11y LOT u3 LOT 11z W I + _ y% `�10 _ % _ \ Fq<� F%lq 3xS0 i02 \ \ \\ 686.0o GAR 7 33 6° �- \� 3H �- \ LLI o LOTui I I \ \ F pI \ \/ I o v/ CQ \ • �.•. \ \ 686.67 FFEi i i / I Q1t•- � LOT iio LOT iog _ 685.33 GAR G � ���_ - \ O W 4 /o I I 6 8.00 GAR 678.0o GAR Q le I LOT io8 -\ '� \ \ - 67933 GAR 678.67 GAR 7 6 8.6 FFE 67733 GAR ��61 _ / \ \ \ T/YFq \ \ \ \\686.0o FFE /o // S / 2 O Q N 6 FFE 678.67 FFE 7 7 I I I qOT 10 / 0� / SF \ Z / \ \ o� �� \ \ �` I /� \ Z o 680.00FFE 7933 678.00FFE I I ^ 11 676.67GAR ] LOTio6 / / j 1 �' \\ MF\ 4x00 .� y\\K 6/0 i y 678 oo FFE 678.0o GAR LOT�oS / / 2%f \ \ \ \ 680 / - - - - 010.07 HE 78.0o GAR / \ \ \ \ \ \- / �� �M 68A 12+,50 \ / \ m .� 6 8.6 FFE 678.67 GAR : u \ \ S \ \ PR OT STD � p _ 13+00\ O �- 7 6 FFE - / /or \. �\ O / 'Z ' �n 1j+50 _1y+00^ J J Z 3 ao'PRIVATE DRAINAGE EASEMENT 7933 79.33 G LOT loy \ \� ` \ D V ,�--sr�-- _ O z POSE D CD 1 g, I D.B. PG. 68°.o FFE / \ \ / u I\ \ \ 74x \� e / / 6) 6i� '� I Z PROPOSED S' HDPE ROOF DRAIN SYSTEM \ 5 _ a� _ _ s T io/o/ \� s S0 \ 6 fn p a w/1o' PRIVATE DRAINAGE EASEMENT a - " ,�• ,+y f - j - /. \ 5 o/rr � � I m w x D.B. PG.-- : f ti 9x / 80.00G�R\� o' 6 'C ,A a > > a �Q � I V' L oz s \ yx�o - nk '. _� \ / I F- ❑ z r ROPOSED VDOT STD. CD-2 / _ \/ 6Bo.67 FFE LOT ioi 3% - �r y 0 6 � ° 68 1 / \ Z (n �" N 88- -wG \ _ PROPOSED 8 HDPE ROOF DRAIN SYSTEM go.6 w w wPROPOSED VDOT STD. CD-z wllo' PRIVATE DRAINAGE EASEMENT ' \ fn \ _� Z ❑ I.11+50. 12+00 1a+So I.1j+00 \ \ D.B. PG. \ 6�1. FFE LOT1oo �.. \ i �2 rr / \ \ / \ \ d ❑ 3 \ I - 33 i 6 i/ ROPOSED ROAD DRAINAGE SYSTEM � / O Z g g 681.33 GAR \ ' Lu a ¢ s w w 6@z.00 FFE LOT 99 \ ^ / �690 \ \ V / ¢ o v 4+0p w O v S1.33GAR / q ii 7� 66 �J" LU y TrSZ.00 FFE LOT g8 / �i �I / \ O / Z z m 4 2 W LL LL D 8z.00 GAR ry o.. ` / RI 2 \PARK 692..6 FFE /. ' n O 65 / _ -69 \ ❑ w y / zo' PUBLIC DRAINAGE EASEMENT �- c Pt 7 V10 \ \ Sz.00GAR l li O - o E(/OROFI EQR� w \ 8�.67FFE 4. =Q.V / D.B. \ ,PG. FUTURE \ I z ° s�'R/wV �s\w \ I �� 11 \ DEVELOPMENT \ / o- I - I � I I PHASE IV � m 677 66 33 I a PROPOSED 22" HDPE YARD DRAIN SYSTEM - J I FF4 I 747 - o •° - w/1o' PRIVATE DRAINAGE EASEMENT �w 6yB ,^.• \ ` / ¢ a PROPOSED 8' HDPE ROOF DRAIN SYSTEM _ o�� D.B. PG 1 z 6 w/1o'PRIVATfDRAINAGEEASEMENT n ° O $ \ - �ZSx a, q 75' I � I IL / o \ \ \ a\\ 62 \ \q / / O 4 N N ° o 4 II I I vzs� �� A V66 00` °. I .I. 6 a S y I 674'O - -- �-- - -675.8 - 66 83 °Il I � I ; ii 4 -��-- F I o� • II - �. PROPOSED VDOTSTD. CD-z .� o - ' _--_- - v 5. FF SS0 / o I_ c 6 4 S °` I. a I N Ir •.• I I - r ..,:.I _ -' - _ �� \� o \ •. \ \ \ / / PROPOSED 12" HDPE YARD DRAIN SYSTEM u I • \ ' \x \ \\ \ w/ 1o' PRIVATE DRAINAGE EASEMENT II I I II I I PROPOSED 8" HDPE ROOF DRAIN SYS/ TEM ` ` ` 6 00 So. - \ D.B. , PG. I w/ 16 PRIVATE DRAINAGE EASEMENT �\C\ \\ \ \ \ / 674.67 FFE $%d �, •I II I Ij I LOT 97 D.B. , PG. I I,1 664.81 BSMT I I I I • I . > I I I I o I� I '•. - LOT 94 LOT 93 \( � /4 . \ � • \ 0 \ `w , � \ _ \ � `/ - 605 7 .tf•.I°i I 6 .. 66 6 J R to �¢.00 FFE LOT 04 ° \ 6O 1 BSMT 72 D.B. PG. 78.67 FFE- 3a -_5 6a, / 668.5a BSMT LOT 89 \ 3 PROPOSED VDOT STD. CD-z \ FP 67g.33 FFE LOT 88 '� \ • \ k a 66 1 BSMT \ '- \ \ o I - _ L �I 83 - 4 8zD \ \ »x \ NO v , �10+ 0 I I � --'_ - 679d3 FFE LOT 87 � / � - 678. s'o w � �\ •10+00 _ 5 11+00 669.1 BSMT 66g3yFFE BSMT LOT 86 / / O wloo' PRIVATE DRAINAGE EASEMENT TEM \ \ J 8aD m zo' PRIVATE DRAINAGE EASEMENT _ _ _ - _ `F 6% 669.�� BSMT % / 60 D.B. PG. O I u I _ }- 12+ - y,D.B. , PG. \\ / Q IN �w S 1' 5%/ 79.33 FFE 74 / / N z ' �. - _� I,. I rr� $L. _ w _� +$0- \\ \ I o - fi6u MT/ •°,. / .. \ 18 \ / - Q \ _ , VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT i I I I Q I / 82 z - - w /�� i3+oo: ° l \ ° \ coy \ 8 NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. z 7 �t4 ROPOSED ROAD DRAINAGE SYSTEM L �' ❑ 80 4 - _ _ _ P BO` �\ \\. � ;. LOT 85 � w Q I806 w¢ 1 I _ a __ E $68. .5o I:J wa0, PROPi SED6DOoFED..CD_ _ / ROAD(3o'RFE Z3\5�. / s�o // LOT8y�'ZBxw ^�\ J_ 672.00FFE �; J I _ 4 0 - ..: -6 SO\ \ \ rCL I V F 666.67 GAR 667.67 FFE _ / $26 `: <:� \w / ` \ \ '°. , 67¢§81 BSMT - . -. _. \ �:.. 6i \ 0 \ 66F L) BSMT I '. Z d 66 . GAR w PROPOSED 8" HDPE ROOF DRAIN SYSTEM \ \ - / � PROPERTY BOUNDARY L1J a CO PROPOSED 8" HDPE ROOF DRAIN SYSTEM I I 4 ' Q � i 7 33 667. 7FFE 667.67 FFE - / $ �' � � LOT 8� \ \6 \ -- (n I w 1o' PRIVATE DRAINAGE EASEMENT D- 667.33 GAR _ / 2 wl lo' PRIVATE DRAINAGE EASEMENT 6 oo FFE \ ' _ \ \ w / = - - - - I o LOT 6 667.33 GAR 668.33 FFE c w 69 _ - - W Lu D.B. ,PG. to ++ '' S LOT57 668.00GA / /' � �^- \D.B.,PG. 66ga465M � \ \ \ LOT $2, 9x0o \ I 6 2. B IS i :4 ~ '; I I _ LOT 58 LOT 59 / / 668.00 GA 668� FFE 4 ... $r \�� w�'74x0 � . \. �\ / � :: / .... _ 668 47 BSMT \ PRFFE OPOSED 8" HDPE ROOF DRAIN SYSTEM "\ 56 ,- a z 4 668.0o G S rJ\ \ / �� LOT $i w/ 10' PRIVATE DRAINAGE EASEMENT / T - 3 \ I Ifoil"669.0o F \ r '� \ \ ,1 678.33 FFE \ j D.B. , PG. - �� - _ - + _ PROPOSED 8"HDPE ROOF DRAIN SYSTEM' /-- _ _ 668.67 GA 669.00F \ _ - \ ojp:.: 668.47 BSM ' - ° • - - - - - O 60.8 lin w/1o'PRIVATEDRAINAGEEASEMENT - _ 1 / LOT6i 668.67G / - \ /...��, _.� 677.67FFE ,-, 69� O 71 3 F I • 20' PRIVATE DRAINAGE EASEMENTI / LOT � / W 667.81 BSM -•``. � LL LOT6 3r 2D.B. . a0 zo'PUBLIC DRAINAGE EASEMENT LOT64 56 20+co 677.67 FFE p� 66781 BSMLOT78 21+00 21+50 i LOT 77 o PROPOSED 8 OSYSTEM ROAD DRAINAGE SYSTEM o o o z ;' PROPOSED 1z" HDPE YARD DRAIN SYSTEM • -74 -- --- -/ - __� w/ 10 PRIVATE DRAINAGE EASEMENT \...5_ I wl lo' PRIVATE DRAINAGE EASEMENT I 664 2B / D.B. PG. FJ \/ 6 .67 FEE L '� 6 ` • \ w E I I f D.B. PG. i0+ II - / \ \�?S. T 44F Tom/ / 667.81BSMT >0� PROPOSED 8" HDPE ROOF DRAIN SYSTEM\ O C) 6 0.6 FFE 00 I 73 / / / Fq FCC .._I 677.67 FFE w 1 5j 66o.81BSMT I /, .` b _ 72 \66g ` /: % \ SF�j T tSx �\ 6Lfi 0 67.S�SMT D.B. PG. low I 6 I F\ \\\ / /PROPOSED VDOT \ \ I o' PRIVATE DRAINAGE EASEMENT 10+ W \. 7. /�. SO. l / o 1 IILII"iP� i�+.......�• „s 50 7zA ` - ° b / 6 FFE %� �' �' STD. CD-1 77.67 FF�6 %' l6%2 PROPOSED VDOT STD. CD-1 �� w •..- ®b 933 ` ,-� / �\ \ 667.81 BSM7 /-� �� 52D-• - - - 0 _ LL- PROPOSED. VDOT STD. CD-z_ ill+0p - PROPOSED 8" HDPE ROOF DRAIN SYSTEM® / 6°/ ROPOSED ROAD DRAINAGES YSTEM z �r / I �� I 68.67 FFE /o/ I 70.0o FFE I �� w w/ 10' PRIVATE DRAINAGE EASEMENT / 668. GAR \ 4 / / �' /-- - LLu T 66 33 668.E GAR y S �� vv Y 6 1.6 FFE Z h b �_ _ w .I L. ;d , II O a- °� r i1+ D.B. , PG. _ 7 ' / v v �� / /-�� �671.0o GAR / -� o ��\ ---- - z 66o.1yBSMT o r. 2E --- ' I: II + 1 ri 7 --- w $O -Q 3�3 7 7 i / L.. � p �� _ .• � ��. 4�� - �y ROPOSED VDOT STD. CD-z 0 75 w v `oo i6rt A . u - _ a• 72.0 ]i Z0T 67 668.0o FFE gyp oo y v \� /- L:..._.667.67GAR y A 33 GAR : Q �. o : u - �� y4C v v v� /670. Q O / : U 20 PRIVATE DRAINAGE EASEMENT u n / Aw 668.0o FFE / v v 6x y 6 6 1.0o FFE U) D.B. ,-PG. u n /. o _ zF _ Aw LOT'6?i,, 66.6 GAR / - y SO,/y / a, / ��.__ ROPOSEDVDOTSTD.CD_1 ----_ `o 766 - 7 -' MFy i2t A... %�� m .LOT 22 /. u 7 �� / � - - �Ug ERS So 6� - LOT / / � zo' PR DRAINAGE EASE M NT � / / � � V • 6 /o / � � -; *_ - 66. - 6r3- `50o D.B. ,PG. / 70/ o /m i %� /67133GAR i 6 _- • _ :. ROgD__ " / / -_/ %0.33 GAR.... / L / a 7 / _ 5 664 (S , - & 723E v // % : v b 67�.0o FFE OT 20 / W o _ 4 R� ' \ LOT 70� 6677.67 GAR S. y (� - 671bo FFE Q Q , }� o / �. / o LOT 23 .2 .' SaA o � ,.' ; 2B 7% _ 68.00 FEE -� o A LLJ �-.�.. - � �67/i.33GAR I D.B. PG. .� _ / - �% _> _ 668.0o FFE 5 /� 2 /66 6 GAR n LL \ �16+00 \ / \: - . PROPOSED 8 HDPE ROOF DRAIN SYSTEM \ / LOT 7i 667.67 GAR �- / W - 9 7 i/ / /. n / �/ /� 6iz.00 FFE / / �17 x �� w/ io' PRIVATE DRAINAGE EASEMENT / \: 446 / J� FFE / / PROPOSED 12" HDPE YARD DRAIN SYSTEM / / w 657J5 60 / vr. 0 68.33 FFE ,LOT 2 \ (D D.B. PG. 64 \ LOT 72 \ 668.33 GAR \ O Q 80 1 LOT i / 7 J LO 55� \ . � 6 \ / / , 4 wl lo' PRIVDABE DRAINAGE 9 / 6 0/ y 6 664.33 GAR --LQT_54 \ \ - w.33x ��. 73 668.67 FFE / 4 /66g.67 GAR Sk :/ 7A / O o 76D 58 LOT _ 666.33 FFE - 668.33 GAR / 664.33 GAR \ 6 O / \ \5 w \ \ SO w \ ]oB l_<. \ \ / ..... 67o.33 FFE / 670 /67 GAR / / / O 1 I I �6• - 658.17 BSMT 66633 FFE \ LOT 53 PROPOSED 8" HDPE ROOF DRAIN SYSTEM ° J\ LOT 7k� / l / = t0 / - l CI / 52 wllo' PRIVATE DRAINAGE EASEMENT �/\ \L \ \ 00 \ CO / / 70 5 I / . ,l l . l l r _ , / 658.17 BSMT 66y.3g�AR LVi 70TJ ` d4x o / LOT 2 / 67i33 FFE 666.33 FFE 66433 GAR D.B. , PG. / / - \ \ Q / PROPOSED VDOT STD. CD-2 U --------- _- - - / \ '[ ROPOSED VDOT STD. / �t0 /569.00 GAR / / / o / / / w H o PROPERTY BOUNDARY �� 'r"' S� _ 658.17 BSMT �66.3B-FFE / LOT 51 \ / OA ° 0+ /��Q / 669.67 FFE / y. / LOT i8 / 0 w -Oo 658a7 BSMT \ �/ 5 ]. PROPOSED VDOT STD. CD-1 6 i x / / 6 6� cnR / / o�/ 70 \ \ / m LOT z SoB // / / / a V) '-_ �s LOT o \ � / "/ � / / 7% / �f� \ 666.67FFE 5 4 / / 3 '\ Z4x O \ 6�, Q 80 :.- ,. // / N o GRAPHIC sC=��� �� 5 ���! / / / 655°-BST 6a�R �PROPOSED8"HDPE ROOF DRAIN SYSTEM > - -� - -_ ��� s 44 / / / /6g.00GAR "50 /6�o.67GAR / o 667.33FFE -- % \ \/ f fjj1.33FFE / / // / / 1 JOB NO o 5� 'L T y 6 0\ w/ io' PRIVATE DRAINAGE EASEMENT 4. - \' - 6g_ y08 y2 \ / g.67 FFE g / / / / // / L 112066 0 ao o is ao /' eo \ 6 BSMT �9 s _ i \ - 665.33 GA D.B.- , PG. %i - ,, ° - -kj /. / : LOT 27 , // / -o 6 \ 667. FFE SOT 4S 6 L /' \ - S o / / o LOT 1 / // / SCALE g4 66 OT 47 z /o w / 8 10 \ \ 7 / 659.137 BSM 533�6AR 4 / ° � 3 ,i � 5 / /66 33 GAR / ..• / �/� � o 667.33FFE 6 GAR y x r : MATCHLINE -SEE SHEET zo / 111= 3°I [N FEET _ \ 6 66533 FE LOT y 9 A w \ 00 6 g oo FF / /// o - OPEN SPACE - s 6s917�sMT / ., / _ �i 1 inch = 39%ft. -- _ - --- \ S8 \ 664.0oGAR - \ OA LOT/28 ■ �.■ 11 // l I SHEET NO. ° �°i •; _ 20 PUBLIC DRAINAGE EASEMENT o .. -/ D.B. ,PG. n. / L. 6 AR �. �� //o / / - 9 u. o. inn/ N. Z✓j - �� ..2y.., - --_ 6 6 GAR /� 7 //\// / i/ / - --- _ --OPEN SPACE �� — 6 - 6 6663�FESMT 665.33 FE --LOTy 4 a w\s%p0/ 6 g.00FFE// / =e./ / \ \ / , 664.00GAR / C,, �•. \ zo'PUBLICDROAIN GE EASEMENT ■ o. oa'M/� LI - S E HEETg// /// VDOTWIL / — r 664.60FFE LOTyS L ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXT N ACTH F I E T 664.00 GAR -/ / •. - D B. , PG. ry / / \ -\� �o (,'� � .67 FF0�4AR �\ ARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 663.33GAR xFNE FPROPOSED ROAD RAINAGEYSTE So�_ CESS-- - — 663. 3 GAR CST 2 / w 447 COTT R. LINS/ _ -LOTi666 6/ oo FFE 1 �7 ,. / �o\ w ll 9/7 ^" Lic. No. 03579160\/ 0 66 FFE / M \op \ . / /I PROPOSED38HDPE ROOF DRAIN SYSTEM / LOT 76 PROPOSEDWALL 4F w/io' PRIVATE DRAINAGE EASEMENT — _MAINTENANCE EASEMENT/ 64l ,,, PURRS \IA, / 7/ .67 GA _ $�2��22..... \D.B. ,PG. / 6 //0'RO VVq I. /H-7o.33FFER D.B. —,PG.— - SFD s 0 0 .\ . . / V — — 4� y l �O(Sy, %� 36x$0 h 4$ l l 11 SIONAL E� R/(,v)V + LOT 15 / \ / / //{� _ 6 /67}33 GAR I .a . .-.__ -_-- __-- 652BW -- - _---- zo PUBLIC DRAINAGE EASEMENT 70, / 674.00FFE / W:.. � . . . . •�::.;.:::. . ....\. �\ �I\\ \ ---- ------ ----- ---- ---- -- - - --- ---- -- - ,gin D.B. PG. � �I I l I F SW FACILITY, MAINTENANCE, & ACCESS EASEMENT_ _- yTA3')- / LOT iy / // �// / / . .. -- -- f PROPOSED I . — W . ... . \V % D.B. , PG. . PROPOSED VDOT STD. ES-i 7z3 GAS I //I. / / LOT 77 / (MAX HEIGH b / 6 FF 666,i, B / o C. - o I / / ;/ / SFD / _PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFACE / O / I / r++i / / / / PROPOSED 12" HDPE YARD DRAIN SYSTEM / w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT / .,/ ) '� LOT/go / / ' / - w/io' PRIVATE DRAINAGE EASEMENT \ O , •i`W': \ ; :� u \ \ (L=17, Wi=g', Wz=zo', D=i.S MIN.) c.- % i '/ D.B. , PG. L0�78 c J J t 7i.�GAR/ SFD\ —676 i i I. "SWM FACILITY MAINTENANCE &ACCESS EASEMENT/ / 9 �/ / I / /1 / / O g D.B. PGW / �jTi / /1 / / LOT / s / a CO m c \W 3 \s v t PROPOSED VDOT STD. CLASS AlAi RIPRAP OUTFALL \ / / / 67i.6�G�A / / // // / I V / / / A� \� ? L . . . wl GEOTEXTILE FILTER FABRIC UNDERLAYMENT / / // FFJl ✓ l �s u �i \ �� (L-iz', Wi 6', Wz i4, D 1.5 MIN.). i / / / 665; l I �/ I/ .'/ \ O z z c d \\\ \W / \�W F�1 O w \\XISTING STORMVVATER W / / L T3� / I �/ e l j LOTio s�s F _ • W v : PROPOSED VDOT STD. CD-2 M NAGEIVJEN I FA(_ILIZY > k V AW t 664. // LOT �� Lu i PROPOSED VDOT STD.I%63.) ��// LOT33 l // `/liI l o Ii � LOT \ � c s C 9 PROPOSED 8" HDPE ROOF DRAIN SYSTEM / — —� \ / \ S% \ - - - -\- .\ - - I I . w V \ Sao / w/io'PRIVATEDRAINAGEEASEMENT \ r J \ WWWWWW . W . . . . W . . `\\'\ \. \ \ \\ W\ I �' /w / LOT D.B. ,PG. ,. � / / 34 4i� PUBLIC DRAINAGE EASEMENT / � / GREENWAY �v \ \ A v v % �/ / 6 / D.B. PG. �f to :� A� \ V6g.67G a �? DEDICATION . `\' \ \ / / 6 — FF / I / O...�// AREA Lore -- �. W . . . . W'V \ � / � 3oA �— — / /( /i 66� 36 u \ � � w N N N \W\�....v� - . . . SWM FACILITY MAINTENANCE, & ACCESS EASEMENT" /30 - zo' PUBLIC DRAINAGE EASEMENT \ 33 ~ o N N \ 7% Q \ . . . . . . . . . PG 0 306 n P v m . b� V ° � LOT 8 D.B. D.B. G. I � / N / �— // \ E DRAINAGE W W I PROPOSED GESYSTEM / 0 Ln PROPOSED VDOT STD. CD-i 12+00 io 0o I ° I 3 io+so \ i1+oo. oc° 11+50� W. \ \ \ . . \ . .`:<;;<•.. . . . \` \ I L T3 L, II ° — + Y I C URT i / / / / / co W. PROPOSED VDOT STD. CD z 11 " B E / \ . ... '>;>:•. W . ... . W \ u - — �— Ea M / �/ RUBLK ROAD (54' RIN/) / / ` A M M�M M 6 P - 6 b �� u — / /(32__ CV \ ern- — "^- =.s 38D / LLJ F / o — — — — LOT \ \ \ \ i 1 I _ 5 / _ I- — LOT 8 � I _ / LL . . . SFD Cn WCD OPEN SPACE \ V A \ \ \� ' . . �• AL T 6 p v SOT 4 / \ \ \ �' \ . �' . " . "`:;.•. �' . '� \ � I 3 � 62 ( i PROPOSED iz"HDPE YARD DRAIN SYSTEM CV a T STD. CD -ice 0 I / \ \ D.B.PRIVATE DRAINAGE EASEMENT CV PROPOSED VDO D.. , PG. � \ V A \ \ \( •..."� W . ��. �. v �� \ v,v I I \\�\ \° LOT 6LOT 5 /ROPERTYBOUN BOUNDARY 5'O AL SEPARATION RE LOT 'Z p+ BETWEEN WATERLINE &STORM SEWER 3 w SFA E _j Q 670 �i / V 0 . _ i�, � w L �wr� JP� \ �\ 7 I -o D V I LOT V I w �� I LOT 86 / H Q Z � � i I � � — � � A — 66z.o9 � i _ o II — _ SFA O = TEM — — — PROPERTY BOUNDARY / J Q OPOSED ROAD DRAINAGE SYS �p )> fon0 i� II L.L v" AIN Q 0 • ` � PROPOSED izHDPE YARD DRAIN SYSTEM 1 _ A P �� w/io' PRIVATE DRAINAGE EASEMENT ��1 _j Q6 D.B. \ / C) 4_PG. J L T 8 / L\ \ \ LOT87 LOT 34 3qu I / /�/ \ I \\ SFA ' Y = Z .W \ \ 6 £ \ 657 67 LLI ul < r`i S FLOT Z LOT-i / r / n 11LO\W Lu GLENBI�OOKAT 09 AC POP S V OT STD. CD-2 c \ $ / /6�' �f \ FOOTHILLS - PHASE II / �1 kcI v 6 / / v v Cf) O RAPIIC SCAL/ II I \ I WWW�W L T\ oO / \ \ \ 30 0 15 30 60 / wJA Lu /\� \ / / 0 J / IN FEET . . .... .. . ..•.W . \ \ \ \ a f S IN ./ � •• H TO ARBOLEDA DRIVE / �y. w F PROPOSED WITH GLENBROOK PHASE z / / / / / 0 w Lu a cn LOT y JOB NO. 112066 SCALE 111-30' \ 1 SHEET NO. iW s 1 \ I \ o I� Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Prodded (feet) 30A 24 18.4 40.8 1 41 5 50 PROPOSED 6" G.V TO ANLEE RO, I NTE HASTINGS COURT w/ MEYERS WA VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. A-7r PVI STA: 1o+83.00 PVI ELEV: 662.65 K: z5.66 LVC: 80.00 LOW PT. STA:10+94.32 LOW PT FLFV- 662 oe 20 1 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: i. ALL FILL TO BE PLACED AT 9S%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. H I G H PT STA: 12+44.19 - _ - RAPHIC SCALE � 54D 0 . +5 30 .60 PROPOSED 8" CL. 52 DI WATERLINE ` W W W W W W W W WREET W - . .\W . . . . .(W IN ) . . . . . . . ... �fln `';' 54� a .,s -. a r- .• ".. .•• a • .. W ..W.W.W.W.W.W.W.W.W.W.W...W.W.W.W.W.W.W.� f inch . "d0 "ft * v _ EXISTING FIRE HYDRANT PROPOSED AIR RELEASE ALVE' .� O O O ASSEMBLY w/8"x6"TEE .. . ..... -w w w w w w w wav° w w - ... �0666 22+00 2z+So 23+50 w ow �..... 24+50ow25+00p �. � REMOVG&TIE-INTO \ <> w EXISTING 8" DI WATERLINE 25+Sp w ....� 53O f.. OO .W.... . -11 N nEXISTING 8" DI WATERLINE 26+ . � � �... . -672 . . . . - dill 74 - � . . . . . .A fo4�v O SC )TT R. LINS U Lic. No. 035791 °p 4/4/22 47 o:�'SIONAL E�G� 672- a "676 cp/� w/ / I \ W 67/W ./ .j . �� I ...... • . W . \Co . / i I . Ln U ti ?Ix 5. 1%) LU 0 O z PVI ELEV: 661.69 K: 32.89 LVC: 195.00 LOW PT. STA:13+98.92 HIGH PT STA: 16+z5. 00 HIGH PT ELEV: 668.97 PVI STA:16+oo.00 PVI ELEV:668.47 K:19.86 LVC:5o.o0 F-7r -/J - - r11Ur1 YI CLC V: 00 .21 LV VV rI CLC V: 662. -/J 0 0. ul 0 PVI STA: z+5o.o0 0 rl o o °o m °o m + + PVI ELE K: :664.5z N ° ` I ^a + ^ to �0D + � INTERSECTION OF MEYERS p N ui 3 LVC: 54 oo.00 + v1 .`/'i jj `,N Lu w/ ARBOLEDA DRIVE (STA.', W ui N m V W IN 670 > > 0 �, o m ULU m > 670 III EXISTING GRADE (TYP. o + kD �D o + 0° INTERSECTION OF MEYERS WAY (STA. 15+37) "' 2.0° WAY ui N ui w/ HASTINGS COURTS (STA. io+oo) INTERSECTION OF MEYERS (STA. 10+00) > U > w w/ ANLEE ROAD (STA. 14+72) > m PROPOSED GRADE TYP.) K•51 665 - m w 665 - VDOT STD. CD-1 1.12�0 1 41/o IL PROPOSED 8"x6" TEE w/ .00%� (2) 8" G.V. & (1) - 6" G.V. VDOT STD. CD-2 3.5' MIN. PROPOSED AIR -RELEASE VALVE 660 HYDRANT VDOT STD. CD-2 660 & 6" go°BEND 1.3 � 4 PROPOSED FIRE \D WATERLINE 514' ASSEMBLY w/ 6"x6" TEE ROPOSED 6" CL. 52 DI WATERLINE 6:5' 7 OA 655 7zE PROPOSED STORM PROPOSED STORM 655 LROPOSED SEWER CROSSING SEWER CROSSING 41 75 6" CL. 52 DI WATERLINE 65o 7oE 650 SEWER CROSSING PROPOSEDSTORM PROPOSED STORM PROPOSEDSTORM SEWER CROSSING SEWER CROSSING SEWER CROSSING EXISTING SANITARY 645 SEWER CROSSING 645 O HN M M ,�.1 N �t O O I O lM D a)N O Ol ri 00 M H Ol '1 .t ^ O .t '1 r\ O Ol M H IN H It n It .t t lD kD ,:1 ,o `,o N lD `,o n'1 'D `.D n'1 In w .T �0 n'1 S � fI'1 M �0 'i .t kD n'1 00 IXI 00 1XI 1­c6 kD Co "D 'D `,D � 10 'D 'D 10 'D %D Io o IL 10+00 PVI STA: 10+17.55 PVI ELEV: 665.29 K: 2.50 LVC: 1o.00 LOW PT. STA:1o+17.55 1o+5o 11+00 11+5o PVI STA:11+5o.00 PVI ELEV: 668.14 K: 110.33 LVC: 30.00 HIGH PT. STA: 11+65.00 HICH PT FLFV- 668_tl. 12+00 wvv i i v. w�.34 'n a) Ln rv1 � M °o v11`9 000 °o a N l0 N tD i lD lD o `O ID 0 PVI STA: 10+77.55 N ui N H..- U L PVI ELEV: 666.49 v > v > > m 675 > L>L K: uo.33 Co w w 675 m aU>❑ w LVC:30.0 LON PT. STA: 10+ z.55 INTERSECTION OF HASTINGS COUR' LOW LOW PT ELEV: 6J6. PT ELEV: 19 19w/ HUMBOLDT STREET (STA.16+81) I�9FIDS+ ND ROAD - ST)1 670 N 0 670 RSECTION OF 6i> .00 2 S (STA. io+oo) > 00 > LL m w % Y (STA.15+37) 2 23 665 12.°° 11 665 z.00° FL P.) VDOT STD. CD-2 GRADE PROPOSED (TYP. 66o EXISTING GRADE (TYP.) 660 PROPOSED STORM 45 SEWER CROSSING 655 655 o 00 Ip o rn n o00 N ID � � toko D kD �o 10+00 10+50 11+00 11+50 12+00 HASTINGS COURT PROFILE (DESIGN SPEED=2S MPH) 12+5o 13+00 13+50 14+00 14+50 15+00 MEYERS WAY PROFILE (DESIGN SPEED=25 MPH) PVI STA:11+55.00 PVI ELEV: 669.74 K: 37.30 LVC: 240.00 LOW PT. STA: 11+70.01 685 LOW PT ELEV: 671.64 f (STA. 11+26) o �i vi v ,. 11+93 680> m STALE' E EXISTING ROAD GR TA io+95 675 ELEV.672. 3.6'2 S 11A lo+19.28 E EV.673.99 15+50 16+oo ~Lu V Ln w INTERSECTION OF PARK RIDGE DRIVE (STA. 12+92) w/ ANLEE ROAD (STA.11+32) TIE -INTO EXISTING HILLTOP STREET PAVEMENT - STA.11+43 FILL (TYP. STD. CD-2 16+5o 17+00 PVI STA:13+75.00 PVI ELEV: 675-93 K: 62.37 LVC: loo.00 HIGH PT. STA:14+25.00 HIGH PT ELEV: 676.54 n w m WAY (STA.16+SS) .2+54) PVI STA: 25+00.00 PVI ELEV: 672.-4s 0 3 rrFw�1 Y/ U) z K:4 3.47 N o PVI STA: 22+00.00 LVC: oo.00 ID + PVI ELEV: 666.37 HIGH PT. 5 A: 24+86.70 0 L� � K: 3 .g1 HIGH PT ELEV: 671.22 o v W w LVC: oo.00 $ � 68o _ . I" _ N LOW PT ELEV: 667.59 °+� rl + kD o m r Ln w > N Ln w > v1 F o 0� w kD m m TIE-IN TO EXISTING PARK RIDGE >>J w N ui In I +°o N jj DRIVE PAVEMENT - STA. 25+80 675 >Ln m -z > w EXISTING m - J w ROAD = v PROPOSED AIR -RELEASE VALVE GRADE / - - 670 1• EXISTING FIRE HYDRANT � �2.6y% - - ----- ASSEMBLYw/8"x6"TEE 3-5' MIN. VDOT STD. CD-2 TIE-IN TO EXISTING 6 8" DI WATERLINE PROPOSED FIRE HYDRANT PROPOSED 8" CL. 52 DI WATERLINE l.z' ASSEMBLY w/ 8"x6" TEE EXISTING 8" DI WATERLINE OPOSED 8"x8" TEE 54A PROPOSED STORM 66o (3) _ 8" G.V. SEWER CROSSING 00 d p /i O In w M n Ln ry �D 0) ,y ip w ry m w O M w p m r\ 0) o O M n lD n rl 0 0) 00 ID 00 ID iO ri 00 ^ w tD 0o O1 0) O O /i 'I O .+ ° O Ol 0) n w �� w w �k W �� k lD 0 W n 0 rl 0 rl D n ID 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 PARK RIDGE DRIVE PROFILE (DESIGN SPEED=3o MPH) o � m w ui V V > >m m `9 INTERSECTION OF PARK RIDGE DRIVE (STA. 16+ � w/ LEEHAM STREET (STA.1o+i Lij PROPOSED GRADE (TYP. > UI J i STD. CD-1 ELEV.673.24 PROPOSED STORM 8" DI WATERLINE J 1.4 SEWER CROSSING 665 8' TIE -INTO EXISTING/PROPOSED 88A 8"x8" TEE w/ (3) - 8" G.V. 8" DI WATERLINE PROPOSED FIRE HYDRANT PROPOSED STORM SEWERCROSSING PROPOSED SANITARY I ASSEMBLY w/ 8"x6" TEE 66o SEWER CROSSING n M 0 H l0 r� l^ O 0l H N O 00 O 00 M ,�:1 N D� N Hrl O r4 N D� N M ,,:1 .t ul lD k ,o 'o lD'D 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 3-5' D 8" CL. 52 DI 014 PVI STA:16+72.00 PVI ELEV: 679.53 K: 45.38 LVC:150.00 HIGH PT. STA:16+51.97 HIGH PT ELEV: 678.95 PROPOSED 8"x8" TEE w/ (3) - 8" G.V. PARK RIDOE DRI E PROF LE (DES GN SPEED= o MPH) O 00 OIXIOl IXI p pl 1p W ri 0^1rl 00 W m wrl ID 'D �D l0 ID 14+50 15+00 15+50 16+oo o m + ko H Lii V V > > w w ROPOSEDAlR-REL€ASE VALVE -A- / PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE 2.3' ED STOR CROSSIN GRADE (TYP.) INTI 2.09 PROPOSED 8" CL. 52 DI WATERLIN POSED SAN SEWER CRO �t Ol N O n r\ O O T 00 r\ O Ol oo n 00 kD I k to kD l0 �O 16+5o 17+00 17+50 18+oo 18+5o 19+00 PVI STA: 20+00.00 PVI ELEV: 672.66 K:118.83 LVC:125.00 HIGH PT. STA:19+37.50 HIGH PT ELEV: 673.97 ° m +w m jj V V m m OF PARK RIDGE DRIVE (STA. 20+48) w/ARBOLEDA DRIVE (STA. 9+95) 25+50 26+oo O u H o ' Iw w N w ' LPROPOSED ROPOSED STORM[P�ASSEMBLY ROPOSED 8"x8" TEE SEWER CROSSING w/ (3) 8" G.V. ci 0 M 01 0, 0 S O N 0 � IDkD 19+50 20+00 20+50 21+00 21+50 N Lu r4 Q o 0 rl c� J �® N UJ N � J N Q � Q z \ LL- w' Lu J J- i--I ILL w ulLu ' ^ k- Q W �7 o = z_ � [ J Lu WJ U J Y ~ 2 Q � w 06 ul O ``nn W O LL O w Qw JU O Jw � � 0 Q z w u o O (Jj (D N Lu Lu cr_ Lu _ CL V) JOB NO. 112066 SCALE 11I _ 501 SHEET NO. 11 PVI STA: 11+11.45 PVI STA: 11+95.70 PVI ELEV: 673.17 PVI ELEV: 672.32 K: 2.50 K: 1z.3z LVC:lo.00 LVC:So.00 LOW PT. STA: 11+11.45 HIGH PT. STA: 11+70.7o NOTE: ALL ROADWAY EMBANKMENT MATERIAL o LOW PT ELEV:673.zz HIGH PT ELEV: 672.82 SHALL CONSIST OF SOIL AND BE PLACED IN a N ary ° ry ° " PVI STA: lz+ O.z8 Lie. No. 035791 SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 o scoTT R. LLINS 6 a0 rl a0 9 INCHES IN THICKNESS BEFORE COMPACTION OVER o + � + k PVI ELEV: 696.59 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH " N K: z6.6g � 4/4/22 4 v " � " LVC: i35.00 VDOT 20o ROAD AND BRIDGE SPECIFICATION o 0 °` ti �> ULU U v LOW PT. STA: 1 + 8 PVI STA:' + o.00 PVI STA: 1 + o.00 3 3. 4 �� IONAL E G �0° �"' v m w 357�7 45 55 VERTICAL GRAPHIC SCALE s `� 68o m w m w LOW PT ELEV: 66 . z PVI ELEV: 664.99 PVI ELEV: 661.go 680 s o z.s s io zo NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL INTERSECTION OF ANLEE ROADSIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS w/ LEEHAM COUR ( IN FEET) CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER I inch = 5 £t. RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. HORIZONTAL GRAPHIC SCALE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. so o zs so 00 °° z. MINIMUM OF COVER MUST BE MAINTAINED OVER W/L. 3.5' 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/LAND 1.5' OF SEPARATION BETWEEN W/L & ( IN FEET) SANITARY SEWER MUST BE PROVIDED. 1 inch = 50 It. z m PVI STA: 10+17.50 PVI STA: 11+51.00 ,w� PVI ELEV: 664.88 PVI ELEV: 669.o5 v/ U Ln K: 2.50 K: 14.20 Z V) , LVC:lo.00 LVC:30.00 p z +31 LOW PT. STA: io+i7.5o HIGH PT. STA: 11+66.00 O z g LOW PT ELEV: 664-93 HIGH PT ELEV: 669.35 C) W VI H � W J z z W +31 INTERSECTION OF BARKLEY VIEW COURT w/ARBOLEDA DRIV N W N il I --�Q o OW -OFF ASSEMBLY WATERLINE o 0 VJ to+oo 10+50 11+00 11+50 lz+oo 12+50 13+00 13+50 14+00 14+50 15+oo 15+50 16+oo 16+50 PROPOSED 8"x (z) - 8" G.V. & (1 ti ANLEE ROAD PROFILE Cl? M (DESIGN SPEED=25 MPH) N ID M W PVI STA:11+65.00 CV v' PVI ELEV:667.75 to+oo 10+50 11+00 11+50 lz+oo 12+50 � K: 53-75 LVC: 215.00 BARKLEY VIEW COURT PROFILE N Q LOW PT. STA: i1+65.00 PROPOSED GRADE (TYP.) z LOW PT ELEV:668.8z (DESIGN SPEED=25 MPH) Q I --I 0, $, 0, $, PVI STA: 14+00.00 PVI STA: 16+67.g8 >LL of n of PVI ELEV: 672.45 PVI ELEV: 657.10 m o N m K:33.00 K:31.gz w 1 u u LVC: 255.00 LVC:150.0o J H� J m ,>,� HIGH PT. STA:13+38.49 LOW PT. STA: 17+4z.98 J I� _ 675 m w HIGH PT ELEV: 670.56 LOW PT ELEV: 656.3z 675 1--1 LL %L W O kc tx LC W Li Li O = W cc LL z z = J W WQ J Q Y 1--1 ulpi 2 wwxx O W O Q Z W QW Ju)0 O J Nw � LL co z Q W oJ u C*4 O W p w 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 JOB NO. ARBOLEDA DRIVE PROFILE 112066 SCALE (DESIGN SPEED=25 MPH) 1" = 5o. SHEET NO. 12 BLOW -OFF INTERSECTION OF ANLEE ROAD (STA. 11+3z) K: z .83 K: 4 .76 w/ PARK RIDGE DRIVE (STA. lz+gz) m oo � N o, LVC: o.00 LVC: o.00 (STA. to+oo) N + � � HIGH PT. S A: 1/r+z5.00 HIGH PT. S A:15+z5.00 T (STA. 11+47) N ,p w � ,;� HIGH PT ELEV: 665.z4 HIGH PT ELEV: 66z.67 � 675 U> V j O �t O N O n O " 675 m , w O N O N O� O o0 °p0ib � INTERSECTION `z' OF ANLEE ROAD (STA. 13+33) + � + � + � + � �0� w/ HUMBOLDT STREET (STA. 11+03) .�i iu � w .�+ w � ui VDOT STD. CD-2- � > v > v > v > z.o g2A % FILL (TYP.) PROPOSED GRADE (TYP.) , m m > w w > m m , w w 6]o VDOT STD. CD-1 60 � I EXISTING GRADE (TYP.) 670 PROPOSED STORM INTERSECTION OF ANLEE ROAD (STA. 1(++7z) SEWER CROSSING w/MEYERS WAY (STA. to+oo) 39' 665 PROPOSED SANITARY�� 3'S' MI -l.00% 665 SEWER CROSSING � PROPOSED 8"x6" TEE w/ 3Ipi 87 PROPOSED 8"x8"TEE (z) - 8" G.V. & (1) - 6" G.V. w/ (3) - 8" G.V. ND ROAD -STA. 16 VDOT STD. CD-1 PROPOSED STORM 660 SEWER CROSSING 3:4' z3' F L 660 8oA PROPOSED 8" CL. 5z DI WATERLINE PROPOSED SANITARY SEWER CROSSING 655 PROPOSED FIREI HYDRANT PROPOSED 8"x6" REDUCER ]6C 655 ASSEMBLY w/ 8"x6" TEE PROPOSED 6" CL. 5z DI WATERLINE 76A PROPOSED STORM PROPOSED 6" go' BEND TO PROPOSED STORM SEWER CROSSING MEYERS WAY WATERLINE SEWER CROSSING 65o 65° PROPOSED STORM SEWER CROSSING PROPOSED SANITARY SEWER CROSSING 645 645 OD ci M N O O � O d O O � ca Ol � Ol ^ W N O � M M M N rl " T � � � � S � M ,y " � O1 � �^ � °, � PVI STA: l0+80.00 °o � o° m �p PVI ELEV: 666.13 � K: z6.o3 w � .°� w � � LVC: 55.00 � � w � j m 675 � w LOW PT. STA: to+5z.5o v � m v w 675 m w LOW PT ELEV: 665. 8 m w O � BEGIN CUL-DE-SAC -STA. 11+68 N � � � PROPOSED GRADE (TYP.) ° w w END ROAD - STA. lz 670 � m W � 670 1° -z.00�/ m (STA. to+oo) VDOT STD. CD-1 1% 41 I L T E (STA.15+z6) IN. 665 ,,.°°°� 665 ROPOSED INTERSECTION OF ARBOLEDA DRIVE (STA. g+95) °, � °, � � a, w/ PARK RIDGE DRIVE (STA. zo+48) + INTERSECTION OF ARBOLEDA DRIVE (STA. 1z+54) " iO ui + " � O1 w N + � 670 w/MEYERS WAY (STA.16+55) � - �°°� j m PROPOSED AIR -RELEASE VALVE � > �^ w > '^ > 670 � > w ILL (TYP.) - VDOT STD. CD-1 VDOT STD. CD-1 INTERSECTION OF ARBOLEDA DRIVE (STA. 15+z6) PROPOSED 8" CL. 5z DI WATERLINE 3�5 MIN. � w/ BARKLEY VIEW COURT (STA. to+oo) VDOT STD. CD-2 \ 665 3: ' 1.3' 4�9 S'�39g 665 PROPOSED 8"x8" TEE w/ (3) - 8" G.V. PROPOSED FIRE HYDRANT 43' 4:g' ASSEMBLY w/ 8"x6" TEE VDOT STD. CD-1 z 8 52A 35 660 PROPOSED 8"x6" TEE w/ 660 - (z) - 8" G.V. & (1) - 6" G.V. 35' I VDOT STD. TIE -INTO EXISTING ARBOLEDA CD-1 53 PROPOSED STORM DRIVE PAVEMENT-STA.18+zg 47 SEWER CROSSING PROPOSED STORM PROPOSED STORM 5oA EXISTING 655 SEWER CROSSING SEWER CROSSING PROPOSED STORM PROPOSED 8"x6" TEE w/ F L (TYP.)' ROAD GRADE 655 SEWER CROSSING (z) - 8" G.V. & (1) - 6" G.V. PROPOSED SANITARY PROPOSED STORM \ � XISTING GRADE (TYP.) SEWER CROSSING SEWER CROSSING PROPOSED 8" CL. 5z DI WATERLINE 1.1' 65o PROPOSED FIRE HYDRANT 34A ASSEMBLY w/ 8"x6" TEE TIE -INTO EXISTING PROPOSED STORM 8" DI WATERLINE SEWER CROSSING EXISTING 8" DI WATERLINE 645 645 O L!1 O � Vl O � " N � �Y °° � �t O1 N Ol S � M M O �t yl O � O1 � n 1p � O L!1 W � O O N M � � l0 O � l!1 N � �} n N ci ,y O � °0 � 00 � °° � W � O O O O O � W � 1� � M W rl �t � In ^ tD � tD H 1: e PVI STA: 11+12.00 PVI ELEV: 674.10 K: -4o.ii LVC: igo.00 INTERSECTION OF LEEHAM COURT (STA. 14+99) LOW P . STA: 11+46.78 w/ LEEHAM STREET (STA. 11+32) LOW P T ELEV: 675.40 68 5 °o n O00 °o EXISTING GRADE (TYP. 68 5 Aw L�i w Ij L m w m - 68o BEGIN ROAD - STA. io+io INTERSECTION OF LEEHAM COURT (STA. 11+47) 68o w/ ANLEE ROAD (STA. io+oo) J Z o% -43 % \ / PROPOSED SANITARY 675 SEWER CROSSING 675 VDOT STD, CD-2 PROPOSED GRADE (TYP.) PROPOSED 6" DI WATERLINE CROSSING 670 A 670 93 PROPOSED STORM SEWER CROSSING 665 665 �t N Ol F O I N 00 Ol W O 00 .t 00 O q . W 0 kD lD l0 D n n 00 n ul O 00 N 00 ^ M 00 m 00 S 00 .T 00 6 l0 to to to m to m 10 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 LEEHAM COURT PROFILE (DESIGN SPEED=15 MPH) INTER! 14+00 14+50 15+00 HIGH PT STA:1o+6o.79 680 HIGH PT ELEV: 665-44 PVI STA: 11+20.03 PVI STA:10+40.7g PVI ELEV: 665.g2 VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. PVI STA: 10+21.00 PVI ELEV: 678.49 K: 2.50 LVC: io.00 LOW PT. STA: 10+21.00 695 LOW PT ELEV .54 ~ Lij to V U 690 > m INTERSE 685 INTERSECTION OF LEEHAM STREET (STA. io+oo) w/ PARK RIDGE DRIVE (STA. 16+33) WE 200 PVI STA: 11+20.00 PVI ELEV: 680.47 K: z6.41 LVC:1z8.00 LOW PT. STA: io+56.00 LOW PT ELEV: 67q.1q >"' m IVDOT STD. CC PROPOSED GRADE(TYP I )F LEEHAM STREET (STA. 11+32) w/ LEEHAM COURT (STA.14+99)� EXISTING GRADE (TYP) / NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. PVI STA:13+50.00 PVI STA:1z+50.00 PVI ELEV:692.z1 PVI ELEV: 689.38 K: 85.40 K:18.67 LVC:75.00 LVC: 75.00 HIGH PT. STA: 13+87.50 HIGH PT. STA:1z+87.5o HIGH PT ELEV: 692.94 HIGH PT ELEV: 690.44 0 m 1011 W LOl1 1-T N m 00 N H 00 00 m m m m m + + w N Lii o m o tD 0 oo > m > W m m� w oT 0 N m m W 0i W RE ROAD G 1z+43 TYPE A BLOW -OFF ASSEMBL 2.000/ \_PROPOSED STORE SEWER CROSSING -2.00% &LVDOT STD. CD-z ROPOSED 8" zz.5° BEND PROPOSED 8" 22.5°BEND 675 PROPOSED FIRE HYDRANT 1.1' ASSEMBLYw/8"x6"TEE - PROPOSED PROPOSED8"45°BEND 8"x8" TEE w/ (3) - 8" G.V. 64A 670 PROPOSED STORM ROPOSED 8" CL. 5z DI WATERLINE SEWER CROSSING I� 00 00 S O n rl O rl l0 w W ID l0 w W <D w w Lo w W w 10+00 10+50 11+00 11+50 12+00 12+50 13+00 LEEHAM STREET PROFILE (DESIGN SPEED=25 MPH) H I G H PT STA: 14+o8.8o HIGH PT ELEV: 668.72 PVI STA:14+26.47 PVI ELEV:668.gq ME O Ni O co 0 N 0 M to Ol o 0) kD 13+50 14+00 PVI ELEV:6 5.04 :331 K:17.34 PVI TA: 16+66.38 K:13.3 LVC: io.00 LVC:70.00 VI STA: 15+z8. o PVI ELEV: 667.z9 LVC:40. o LOW PT. STA: 11+z1. z akD a PVI ELEV: 665. o K: 10.00 LO PT ELEV:66 s s K: z6.o1 VC:1o.o0 675 a o 6 1, o v, o 0 0 XISTING GRADE (TYP.) mko 'D to + ko LVC: 1oS.00 LOW T. STA:16+61. 3 675 N �D �o � M LOW TELEV: 66 .z H w H w N l0 N U> Lu v> LOW PT ELEV: 66G.30 n oo m V m V w r r 0° m "� W In > > > v> PROPOSED GRADE (TYP.) �°n°n �°n a � + kD m WID m i w "' n to W t�D +„ O lL H LL ;ECTION OF HUMBOLDT STREET (STA.11+03) a ") "� > `i w v 670 w/ ANLEE ROAD (STA. 13+33) ' .. m _ > m > w ' INTERSECTION OF In _ w w/ HASTINGS COUF 00% _ -BEGIN ROAD - STA.1o+oo \ 1.00% 665 z.000/b 3' 4v0 z.00 665 3.5' MI STD. CD-2 -z.00°I VDOT F L VDOT STD. CD-2 �CL 500 T412� VDOT STD. CD-/ PROPOSED 8"x6" TEE w/ 6" go BEND TOJ o660 660 (z) - 8" G.V. & (1) - 6" G.V.PROPOSED 4. FIRE HYDRANT ASSEMBLY 8zC g3 PROPOSED 6" CL. Sz DI WATERLINE 44E PROPOSED SANITARY PROPOSED STORM PROPOSED STORM PROPOSED STORM 655 SEWER CROSSING SEWER CROSSING SEWER CROSSING SEWER CROSSING 655 N O l0 O a0 L!1 N N to N N 00 N N N 1� N M N N 0) n N 0) N O N n M rl N 00 N O I� M N rl tD N rl Vl M w OW ID o D � O ri O n 0) tD 00 ri 00 O 06 W m �D 00 to lD � ID lD M kD w w ID V) w t0 10 tD �D m tD �D ko l0 tD u) tD t0 m w tD ko w ID m ID w V7 'D w m ID tD m tD ID kD W tD m ID t0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo HUMBOLDT STREET PROFILE (DESIGN SPEED=25 MPH) 16+So 17+00 695 • • • o re 675 670 iUMBOLDT STREET (STA. 16+81) IT (STA. 11+26) SCOTT/R. C&LLINS Lic. No. 035791 4/4/22�� �SSIONAL E�G� qall W W 2 Ln JOB NO. 112066 SCALE 111 _ 501 SHEET NO. 13 EX-MH-FOOTHILL-9-4 STA:6+29.23 RIM.673.88 670.00 INV IN: 66o.6S TO EX-MH-Foothill-g-S INV IN: 66o.65 TO MH-45 INV OUT: 66o.4oTO MH-3oA MH-3oB STA:5+48.97 RIM:667.43 INV IN: 659.95To MH-31 INV IN: 659.95 TO EX-MH-Foothill-9-4 INV OUT: 659.75 TO MH-3oA 675 EX-MH-FOOTHILL-9-5 STA:7+20.87 RIM:67o.1S INV IN: 661.88 TO EX-MH-Foothill-9-6 INV OUT: 661.71TO EX-MH-Foothill-9-4 EX-MH-FOOTHILL-9-6 STA:8+27.71 RIM:66g.18 INV IN: 662.83 TO EX-MH-Foothill-9-7 INV OUT: 662.75 TO EX-MH-Foothill-9-5 EX-MH-GLNBRK-6-1 STA:11+28.46 RIM:671.73 INV IN: 665.94TO MH-24 INV OUT: 665.74TO EX-MH-Foothill-9-7 M H-24 STA:12+30.07 RIM:67z.00 INV OUT: 667.00TO EX-MH-Glnbrk-6-i 675 MH-oA 3 / EX-MH-FOOTHILL-9-7 STA:4+94.27 MODIFIED RIM STA:8+8z.98 RIM:666.25 /I it ELEVATION �\ RIM:668.36 INV IN: 659-45TO MH-3oB / INV IN: 663.57TO EX-MH-Glnbrk-6-1 - 670 INV OUT: 659.zS TO MH-3o / INV OUT: 663.35 TO EX-MH-Foothill-9-6- - 670 MH-3o STA:2+35.8o RIM:655.5o - - i - / 8" SDR-z6 PVC INV IN: 648.53 TO MH-3oA PROPOSED GRADE (TYP.) �/ PROPOSED 8" DI Ili 97.61 LF Qa 1.09% INV OUT: 648.33 TO EX-MH-Foothill-g-z WATERLINE CROSSING 8" SDR-z6 PVC 665 / �4z.48 LF Qa ---- --------- -- ---- 66 5 8" SDR-26 0 8 - ---- ----- LJ EX-MH-FOOTHILL-g-z ' 1 1 3.2' -- ---------- -____----- -------- STA:1+3z.o6 PROPOSED 6" DI / 8" SDR z6 PVC 1oz.84 LF °7o 5 _� r_-- - ---� --- _lr -- TIE-IN TO EXISTING SANITARY RIM: 39 655. WATERLINE CROSSING / i g" SDR-26 PVC 87.64LF 1 z1% @--- + ---�i r1--- -------_-_-_-- -- -- -z -- SEWER MANHOLE INV IN: 644-74 TO EX-MH-Foothill-9-3 i' 6.z6 LF Qa o.59°7o �_-- --- --- J --I _ 660 INV IN: 644.74 TO MH-3o XISTING GRADE (TYP.) 7 r ----- _--_ No 8DRFz6 P1 660 INV OUT: 64 .47TO EX-MH-Foothill-g-i 50.27 oc 3 - / 8" SDR-26 PVC S2C MODIFIED RIM ELEVATION o.T 50.7o LF Qa o.59%' -' 655 _ ,'� PROPOSED STORM 655 - - - / ,�;% SEWER CROSSING EX-MH-FOOTHILL-g-1 3.5' MIN.SDFt,y6Q�2 45 PROPOSED STORM STA:o+oo.00 ao SEWER CROSSING RIM:644.63 INV IN: 639.27TO EX-MH-Foothill-9-2 y56'�*3 650 EX-MH-FOOTHILL-9-3TOi //� 65o NA BE REMOVED AND REPLACED / ' PROPOSED STORM ---------- � r - , SEWER CROSSING 1.1' ----- --- -- ---LJ 645 �F 645 y6P4°%' EXISTING 8" SANITARY SEWER TO I I BE REMOVED AND REPLACED 1y8• "' 640 '-"' " 640 It ",- LJ 635 635 •�dit O �t O N �t SL(1 of W 00D of 00 00 oo O lDW V00 O O �p O Oe4 00 'i 0llr In mO O mO O Na) O H O O O O l0 O 0l• N 00 It 1p (1 (1 to (1 C 6 00 } i �} pO cO N O NO O O Oto r Drl 0+00 0+50 1+00 1+50 75 67 MH-31 M H-3oB STA: z+36. z6 STA:o+oo.00 RIM:668.z6 RIM:667.43 EXISTING GRADE (TYP.) INV OUT: 662.5o TC 670 INV IN: 659.95TO MH-31 670 INV IN: 659.95TO EX-MH-Foothill-9-4 INV OUT: 659.75 TO MH-3oA 665 665 PROPOSED GRADE (TYP.) 4.z z" .SDR-z6 PVC 660 660 -2Qjz 44E PROPOSEDSTORM SEWER CROSSING 655 1 1 655 rll co Co 00 m O m i0tD tD 10ID loo 1O tD 'O 0+00 0+50 1+00 1+50 2+00 2+50 MH-31- MH-3oB PROFILE 2+00 z+So 3+00 3+50 4+00 4+50 S+oo S+So 6+oo 6+So 7+00 7+50 MH-24 - EX-MH-Foothill-9-1 PROFILE N 0 L 0 O LL x X w MH-3oB O N NO l0 oc)� 6 H N + Ln D m H! O O m m PROPOSED GRADE (TYP.) = F 2 > 66o o Z 66o p 00 kD ~ o 0 0 F O o i �o ko O O o a LL O N 655 2 0 W > > z 655 LuLnFx ?w -- --� 3.5'MIN. -- 65o i 3 8% a, so a RF 6o 5 y85'12 EXISTING GRADE (TYP.) 645 L j 645 s ri ry N N M M kD 0+00 0+50 1+00 1+50 2+00 �MH-32 - EX-MH-Foothill-so-1 PROFILE 8+00 8+50 9+00 9+So 10+00 10+S0 11+00 11+So 12+00 12+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 00 IN FEET ) h = 50 ft. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. MH-z9 71Z STA:4+5438 67 - - MH-27 MH-28 INV OUT: 664.83TO RIM:671.33 MH-z8 STA: z+59.85 STA:3+6i.44 RIM-66533 RIM:668.83 INV IN: 657-53TO MH-z8 INV IN: 66z.53TO MH-z9 6 O INV OUT: 65733 TO MH-z6A 7 INV OUT: 66z.33 TO MH-z7 6 O 7 MH-z6A PROPOSED STA:1+79.27 RIM:66o.o8 INV IN: 652.2oTO MH-27 GRADE (TYP.)� INV OUT: 652.00 TO MH-26 665 MH-26 - - - 665 STA:0+97.76 RIM:65733 O INV OUT: 65o.5o TOEX-MH zz EXISTING1 8° So F �2v5 �0 EX-MH-22G / GRADE (TYP.) 88.9 66o STA:o+oo.00 / c. 66o EX. RIM:656.85 / y6QJ y°M INV IN: 649.78 TO MH-z6 / a.50 EX. INV OUT=64g.58 655 I { - - �c 655 PROPOSED YARD y6Q le ro DRAIN CROSSING�6 65o a„ SDR-,-ra 650 L D-26PVC 77•S 1LF@ @ 0.77% 93".76LRF 1' TIE-IN TO EXISTING SANITARY 645 SEWER MANHOLE 645 ID kD l0 kO I '0 l0 W l�0 100 w � 'D � l0 0+00 o+So 1+00 1+So 2+00 z+So 3+00 3+50 4+00 4+So MH-29 - EX-MH-22 PROFILE 0 SCOTT /R. OKLINS Lic. No. 035791 , VA 1.6 4/4/22 w4 �11 I%XAL TF11EN .i C) ti z E M Q MLU J N N � J CY) N Q LL, N z > LL. w -J I --I LI) -J I --I J ~� _ - w 1 1 0 LU Q 0- 0 i 6 -j o- Lu w Lb= U J J v) Y I� 2 � uW l O ~ z z O w I- W Q O w 0� Q z W V V N u w W O � w 2 a V) JOB NO. 112066 SCALE 1" = 50, SHEET NO. 14 MODIFIED RIM I TIE-IN TO EXISTING 5 SEWER h EX-M H-FOOTHILL-g-4 STA:o+oo.00 RIM:673.88 670.00 INV IN: 66o.65TO EX-MH-21F INV IN: 66o.65TO MH-45 68o INV OUT: 66o.4o TO EX-MH-igF 68o f-EXISTINGGRADE(TYP.) M H-45 STA:0+75.82 675 \\ RIM:674.25 INV OUT: 665.00 TO E) LEVATION i fl PROPOSEDGRADE (TYP.) 670 I I 670 PROPOSED 8" DI 57 WATERLINE CROSSING 5.3 PROPOSED YARD 665 DRAIN CROSSING 3-5' i� ANITARY IANHOLE i F �6 66o V �y�y 66o O 't Cp 0 ID D p 0+00 o+50 1+00 -MH-Foothill-9-4 MH-45 - EX-MH-Foothill-9-4 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 50 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 20 675 MH-36 STA:6+8i.03 R I M:673.50 INV IN: 662.53TO MH-4o INV IN: 662.53 TO MH-37 INV OUT: 662.33 TO MH-35 MH-37 STA:7+29.i6 RIM:673.00 INV OUT: 666.00 TO MH-36 MH-35 STA:4+52.66 RIM:665.83 INV IN: 657.7oTO MH-36 - 670 PROPOSED GRADE (TYP. INV IN: 657.7OTO MH-38 670 INV OUT: 657.5o TO MH-34 ' PROPOSED 8" DI _ WATERLINE CROSSING PROPOSED STOR 665 EX-MH-FOOTHILL-10-1 MH-34 SEWER CROSSING 87 665 STA:o+oo.00 STA:1+91.79 RIM:6 8 55 3 / RIM-652.45 INV IN: 646.5o TO MH-33 INV IN: 648.20 TO MH-35 INV OUT: 648.0o TO MH 33 i PROPOSED STORM VC 17 8" SDR-z6 PVC o INV IN: 646.5o TO MH-32 EX. INV OUT: 6i,6.3o i � SEWER CROSSING a„ SDR-26 P o6% 2 44-13 LF Q7.86/0 66o / 22437CF 660 MH-33 / PROPOSED STORM 80A 6 53 9 SEWER CROSSING RIM:654.00 1.0' INV IN: 647.2oTO MH-34 655 INV OUT: 647.00 TO EX-MH-Foothill-io-1 vC 655 76C i 25681 XISTING GRADE (TYP.) 2.3 65o I I 8" SDR-26 PVC 134.10 LF Qa o.60% 650 8" SDR-26 PVC 49.69 LF Qa i.o1% 645 TIE -INTO EXISTING SANITARY SEWER MANHOLE 645 d 00 M .t M O 00 M � M O to Ol N O n O O I� N M S .t l0 O ,y N S .t Vl r\ 00 V1 Ol 06�o ID O O N <D �o �D ID kD 10 ko 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00 4+So S+00 S+So 6+oo 6+So 7+00 7+50 NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 695 MH-37 - EX-MH-Foothill-Zo-z PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. MH-43 STA:4+17.84 690 RIM-680.83 MH-40 INV IN: 675.03TO MH-44 MH-35 STA:0+45.o8 42 INV OUT: 674.83 TO MH-42 STA:4+S2.66 RIM:66 8 5 3 MH-:o 675 RIM:673-33 INV IN: 666. TO MH- 1 53 4 ST :2 2.92 INV IN: 657.7o TO MH-36 STA:o+g8.57 RIMIN:659 MH- 39 INV OUT: 666. TOMH- 6 33 3 RIM:67 -92 INV:N:672 INV IN: 6 z.1z TO MH-43 7 INV IN: 6 oTO MH- 8 57.7 3 INV OUT: 657.5oT0 MH-34 INV IN: 6 TO MH- INV 59�37 39 STA:2+81.21 RIM:668.08 68 5 MH-41 H INV OUT: 671.gz TO MH-41 INV OUT: 6S9.17 TO MH-35 INV OUT: 661.o8 TO MH-38 STA:1+27.09 670 r \ / \ 670 RIM:675.o8 / MH-36 INV IN: 669.28TO MH-42 STA:o+oo.00 INV OUT: 669.o8 TO MH-40 / - - - - EXISTING GRADE (TYP. RIM:673.50 XISTING GRADE (TYP.) J' INV IN: 66z.53T0 MH-40 R'o g1°b S� INV IN: 662.53 TO MH-37 9 66 5 PROPOSED 66 5 INV OUT: 662.33 TO MH-35 PROPOSED 8" DI GRADE (TYP.) i WATERLINE CROSSING 675 - - - /' VC 8" SD Fz6 PVC PROPOSED GRADE (TYP. a SD FZ�P 9 92% 178.65 o 1 66o 3.z' 66o R vc \ i' CP.86% 0.7 83 670 92A y$ .830LF 8" SDR-26 PVC 655 LF @ 1.55% PROPOSED STORM 655 PROPOSED STORM 94-57 SEWER CROSSING SEWER CROSSING 1.1' c S' so?, 3,21% N � O m 0) 't M � � 665 IS.0 �w kD w ID w10 kD 0+00 8"SDR-26 PVC 0+50 1+00 1+50 2+00 2+50 3+00 66o 41.o8 LF Qa 9.25% MH-39 - MH-35 PROFILE N 00 O Ln n r` ry '! N O 1� O ^ O Lr) O m O M M d M l0 r\ r` O 00 ^ N 00 N F 00 W .t n 00 6 .t n 00 O 00 .t 00 M .t 00 00 � 00 l0 w LO Lp LD LO t0 l0 ko tD W �O �O 'O l0 'O l0 �p l0 'p 0+00 0+5o 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+So 5+00 MH-44 - MH-36 PROFILE • 6 i MH-44 STA:5+32-97 RIM:688.00 INV OUT: 681.00 TO MH-43 690 5+50 ME 675 670 SCOTT /R. C66LLINS Lie. No. 035791 4/4/221� �sstONAL E�Gl Lu z ti z co M N co W WNCD aN WNz LL zW J H W i--i J LL L9U) ,Lu 0 W v , Q z 0 a. w W= J w C) J v, Y W � Q ~ O z U)0 Q ZV H W W Q JAY O J w � LV � z Q W o J o U Lu - w O w � x JOB NO. 112066 SCALE III =50' SHEET NO. 15 STR:3oB VDOT STD. MH TP=667.33 PROPOSED GRADE (TYP.) STR:38 VDOT STD. DI-3C (L=6') EXISTING GRADE (TYP.) INV IN: 649.02 TO 32 TP=665.67 INVIN:659.00T036 �� �r EXISTING GRADE (TYP.) INV IN 6 68 TO 8B EXISTING GRADE (TYP.) 59. 3 PROPOSED GRADE (TYP.) o ( O INV IN: 663.33 TO RF-1 6 0 STR:36 VDOT STD. DI-3B (L=1o') INV OUT: 659.58 TO 36 0 H 0 7 7 6]O 6]O INV OUT: 648.92 TO 30 SCOTT R. LLINS Z TP=668.o8 STR:70 VDOT STD. DI-3C (L-6') 0 0� O STR:38B VDOT STD. DI-3B (L=12') F 0 F- STR: z VDOT STD. DI- B (L=12' Lic. No. 035791 INV IN: 6 TO 8 TP=662.83 un O 3 3 ) 5935 3 TP=666.92 STR: 26 VDOT STD. DI- C L=6' `0 7 3 ( ) STR:72F VDOT STD. DI-3C (L=6') INV IN: 6 8 TO oB o TP=664.00 INV OUT: 659.25T03o6 INV IN: 66o.02 TO 8D 55 3 7 0 �0 PROPOSED GRADE(TYP.)1 3 TP-663.00 TP=66 o8 ° INV IN: 6 2 TO .p 4/4/22 3 INV IN: 6 0.10 TO oD o 49 5 34 0 STR:3oB VDOT STD. MH INV OUT: 659.92 TO 38 INV IN: 6 z. TO 5 7 > M m o TP=667.33 INVIN:6 6.00T0 zF INV OUT:65633T07z6 INV OUT:65o.00T04oB o �,o? 665 / INV OUT:64g.4zT03oB 665 �SStoNnL E�Gt z STR:38D VDOT STD. DI-3B (L=14') 5 7 0 Z INV IN: 649.02 TO 32 INV OUT: 6 2.z TO 2 66 � - O i w TP=666.92 5 5 7 5 665 „ > > 665 STR:34 VDOT STD. DI-3B (L=io') STR: B VDOT STD. DI- B L=io' w INV IN:659.00TO36 H a 34 3 ( ) z INV OUT: 660.25 TO 386 F z z / TP=65733 TP=6 2 INV IN: 66333 TO RF-1 - - STR:3o EXISTING VDOT STD. DI-3B i 57� 5 CD INV OUT: 648.92 TO 3oF TP=654 So INV IN: 65035 TO 346 INV IN: 652.5o TO YD-6 w INV OUT: 65o.25 TO 32 INV OUT: 65o.58 TO 34 INVIN:648.25T03oB / Z i \ PROPOSED GRADE (TYP.) 660 INV OUT: 646.0o TO , 66o J ` 66o 66o 66o 66o / 665 665 0 PROPOSED 6" DI PROPOSED 6" DI / WATERLINE CROSSING WATERLINE CROSSING 11/ PROPOSED 6" DI If 0 PROPOSED 8" DI PROPOSED 6" DI 655 / WATERLINE CROSSING (TY ) 655 WATERLINE CROSSING 261 1.o WATERLINE CROSSING 655 655 655 655 PROPOSED 8" DI 660 660 EXISTING GRADE (TYP. / WATERLINE CROSSING 3 15"RCP 2.8 a 32.69 LF Qa 1.o1°/u 15" RCP / N 25" RCP 32.68 LF Qa 2.05% 32.69 LF Qa 0.70% 650 M o 650 715� CP 65° 65° 650 65° / u Ln 655 41.07 LF Qa o.58% 655 PROPOSED VDOT STD. ES-1 15" RCP 15 RC 0 00� w 00 T15CP 0 CP o w/ RIPRAP OUTFALL // 1.1' 18" RCP o 95 0 146.79 LF Qa 5 33'oR LF Qa o.70% O Z g 3 m 6z. LF Qa o.64/0 0 r 1i8.o8 LF C 0.57/0 0 41.o2 LF Qa 0.56% W / O w `° 645 / 645 Vi 7 650 Ln 45 15 LF Qa o.55% 650 15" RCP645 645 PROPOSED 8" SANITARY N w J �,C? 6°b SEWER CROSSING > z `0_ 0+00 0+50 O 6�F �.5 LL 0 Lu Co ys STR-72F- STR-72B PROFILE 640 INV .OUT I642.25 640 0 645 645Ln O of tD of S O M 111 m In OH t0 O tD 00 0+00 0+50 N 00 vi N l0 S O �n m n V6 LO 1D ' 'D 10 ul ° ID ID w ID QD w Co C6 Co w 6 STR-7oB - STR-70 PROFILE o+oo 0+50 1+00 1+50 z+oo 2+50 3+00 3+50 4+00 4+50 5+00 �. U rq J STR-3oB - SWM PROFILE w o+oo 0+50 1+00 1+5o XISTING GRADE (TYP.) Q o STR:64 VDOT STD. DI-3B (L=4') STR:52 VDOT STD. DI-3B (L=6') PROPOSED GRADE (TYP.) o STR-38D - STR-3oB PROFILE TP-6 685 = 79-50 INV IN: 672.43 TO 64B STR:64B VDOT STD. DI-313 (L=8') NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH STR:82 VDOT STD. DI-313 (L=8') TP=666.i7 INV IN: 655-43 TO 84 STR:8o VDOT STD. DI-313 (L=4') TP=665.92 STR:8oB VDOT STD. DI-3C (L=8') INV IN: 655.1oTO82 TP=662.92 INV IN: 657 83 TO 8oB INV IN: 658 6o TO 8oD INV IN: 673.67TO 66 INV OUT: 672.33 TO 62 680 TP=679.67 INV OUT: 673.00 TO 64 680 OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE ALL DRAINAGE STRUCTURES WITH A DEPTH INV IN:050-07T082B 670 INVOUT:6 INV IN: 661.5o TO RF-i7 7 55.00 TO78 INV OUT: 658.5o TO 8o OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN 675 INV OUT: 65533 TO 8o 675 STR:82B VDOT STD. DI-3B (L=6') STR:82D VDOT STD. DI-3B (L=6') TP=667.42 TP=667.42 INV IN: 657.6o TO 82D INVIN:663.00TOROOF-20 INV IN: 663.00 TO RF-18 INV OUT: 657.75 TO 82B 670 INV OUT: 657.5o TO 82 / 670 -- EXISTING ----- GRADE (TYP.) - WATE 665 665 ROPOSED GRADE (TYP.) PROPOSED 6" DI PROPOSED SANITARY SEWER WATERLINE CROSSING SERVICE LATERAL CROSSINGS PROPOSED 8" PVC SANITARY SEWER CROSSING 660 4.1 66o ' 2.1' 1. 15" RCP 15" RCP ° XISTING GRADE (TYP.) STR:8oD VDOT S -r - - TP=663.50 PROPOSED GRADE (TYP.) INV IN: 658.85 T 665 INV IN: 659.83 T INV OUT: 658-75 PROPOSED 8" DI RUNE CROSSING �d 15" RCP 660 118.69 LF Qa o.56% 660 2.2' 15" RCP 1.0' 26.02 LF @a o.58% 655 PROPOSED 8" PVC 655 SANITARY SEWER CROSSING O m V 0) N Co 00 �'o �� v �ID QD m 0 ID TP=669.33 INV IN: 662.17 TO S2B STR:52B VDOT STD. DI-3B (L=6') E INV IN: 658.77TO52D TP=669.33 INV OUT: 658.67 TO 5o6 INV OUT: 662.5o TO 52 ACCORDANCE WITH STANDARD SL-i AS FOUND IN EXIS TD. DI-36 (L=8') PROPOSED 8" DI THE 2oo8 ROAD AND BRIDGE STANDARDS. VERTICAL GRAPHIC SCALE PROPOSED GRADE (TYP. WATERLINE CROSSING O YD-10 5 0 2.5 5 m 20 O RF-16 675 675 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE 1 INPR TO 8oB 1.o SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. WATERLIN SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. IN FEET ) 1 inch = 5 ft. PRO 15" RCP 670 z8.61 LF @a 1.99% 6]O m N m CoQo 50 HORIZONTAL GRAPHIC SCALE 200 ( IN FEET ) I inch = 50 ft. 0+00 O+So STR:50 VDOT STD. DI-3C STR-6 B - STR-6 PROFILE TP=668.92 TING GRADE (TYP. F I FILL (TYP.) 665 665 8" DI 1.z' E CROSSING 66o 66o 15" RCP 32.68 LF Qa z.00% 655 655 o N m 0 of 1p � w y M z/ cy/ \ U C M nJ > 1i 0 ° N° LU 3 cM 0 o I� o ,^ o W N v/ 0 o N W z Q I� ° a > � o Z 0 w ' O s J 4 4 STR:44 VDOT STD. DI-313 (L=6') INV IN: 658.02 TO 5oB J 1--1 0 TP=665-75 INV IN: 66433 TO YD-7 0+00 0+50 I --I w INV IN:657-So TO446 INV OUT: J 0 INV IN: 6 1oT0 :U) 6 w 655 118.48LFQa o.70% z7.66LFQa o_54/0 4 54 4 50 - STR- 2B -STR- 2 PROFILE w - STR: z VDOT STD. MH 0 o+oo 0+50 1+00 1+50 TP=66 g INV IN: 661.5o TO RF-5 J J J STR:52D VDOT STD. MH 0 4 5 INV OUT: 654.00 TO 42 TP=670.33 O 0 INV IN: 653.85 TO 44 °m m °m o INV IN: 659.z7 TO 54 STR:54B VDOT STD. DI-3C (L=1o') Q STR-8oD - STR-8o PROFILE INV OUT:653.75TO40 I� 0 a m p � 45 5 TP=66 8 p w t v O 0 �0 0 INV IN:66 oTO 6 75 a 675 0 0 p 0 0 ^ `^� INV OUT: 659.17 TO 5z PROPOSED GRADE (TYP.) INV IN: 662.0o TO 54D J `- m ,n F o un O 0 � _0 ^� INV OUT: 660.67 TO 54 E w 11 a0 a o ^ ° O m ^00 0 M N Co 1O STR: VDOT STD. DI- C (L=1o') STR:54D VDOT STD. DI-7 V / a0 m y p f 0 mZ0 u .. 54 3 J m PROPOSED GRADE (TYP.) m F O m 0o 0) .. > m w N 0i .. TP=667.58 3 0+00 0+50 1+00 1+50 STR: D VDOT STD. DI- C L=8' 2 > w H N o0�LLI 44 3 ( ) > �0 �0 H TP=666.8 m N TP=666.42 N 0 Ln m a i0 z 00 o0 1O iO Ln `D z Z INV OUT: 662. o TO B U w STR-82D -STR-82 PROFILE -o o INVIN:66o. TO B 5 54 0 ° STR:44B VDOT STD. MH INV IN: 658.77 TO 44F 0 p ~O m �, a » v w - - 0 a >> > 43 54 o F TP=667.08 INV IN: 662.5o TO RF-6 6]O Ln H o u O in z z a > > > F z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y I--1 0 000 O INV IN: 6 8.oz TO D INV OUT: 6 8.6 TO B °0 0 e3 > o O in z z z CC F��o 5 44 5 7 44 O a �� D G> F o 0 0 INV OUT:6 2T0 D 0 to O1O`°z0 w ° 6]O 0 u1 N v 57 9 44 670 > w o H a > > - - - - - - E > ^^ �^ 0 It o Z Z Ln z PROPOSED 8" DI PROPOSED 8" DI p O STR: 6 VDOT STD. DI- B L=8' PROPOSED GRADE (TYP.) n O 0 iO STR:44F VDOT STD. DI-3C (L=8') o D - - O WATERLINE CROSSING ° 5 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) 7 5 ? z Z Z 0 TP=666.4z F z z z_ INV IN: 66TP TO 8 STR: 6B VDOT STD. DI- B L=16' � a > > >> INV IN: 662.00 TO YD-8 665 535 5 5 3( ) n F z z z z EXISTING 8" PVC SANITARY PROPOSED 8" DI 665 L- w I INV IN: 66535T0 56B TP=672.50 NV OUT: 658.92 TO 44D PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING � z INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 66 ILL 665 WATERLINE CROSSING 43 uJ w 5 PROPOSED 8" PVC I i ����\i 4.8' 3 61 l.o' (TYP.) SANITARY SEWER CROSSING TYP. PROPOSED 8" SANITARY Q z PROPOSED SANITARY SEWER PROPOSED 6" DI 0.7 7, W SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING SEWER CROSSING 660 mj zzommm-Immmmmm "RCP RCP 0 670 670 660 7 2.4' l.o' 660 3'S ` 24' RCP 197 83 LF �a o.54°/u 2O-53 LF Qa 2.43% O EXISTING GRADE (TYP.) PROPOSED 8" DI 0 6 LF Qa 0.53% 18" RCP J ~O�// o WATERLINE CROSSING 75'7 w LL 15" RCP 655 30" RCP 30" RCP 3g.66 LF Qa o.60% 15" RCP 0 % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 ° 18" RCP o 118.77 LF Qa o.55% 27.81 LF Lal 54 mmqj 30" RCP z ° 665 665 655 76.58 LF @ 0.55/0 655 PROPOSED VDOT STD. ES-z 64-49 LF @a 0.50%a 3o" RCP o Q w/ RIPRAP OUTFALL 3o" RCP 32.68 LF Qa 0.70%0 V--� ° 44-4o LF @ 0.52% s 15" RCP EXISTING GRADE (TYP.) O ° 39.7o LF @1.00% 65o 30"RCP 65o U p (7 ` 19.13 LF Qa 0.78% N 660 660 650 650 INV. OUT=648.00 36"RCP u 58.78LFQa 1.28% STR 54D - S M PR FILELu N vi rn .+ 3"It6�� RCP a- V) 0 N o m N . It 645 / 42.46 LF Qa 1.77% 645 0 10 ^ �n ip k6 ip iO tD JOB NO. 'u ID ° w tD `° 112066 0 O M N S N M 0. N O O fm+l . Ol O M O. N O M 00 O 00 rl rl ^ M N vi co oo O 00 00 00 C6 00 m 00 of o of o 0 of 00 c6 00 00 ^ SCALE -Oc o+oo 0+50 0+00 0+50 1+00 1+50 2+00 2+5o D D O ° ° D D m 0 m 10 10 O oo 0o w m w m 10 0 1= 50 " V1 tD ID ID lD lD tD 1� n n o t0 � c STR-56B - STR-56 PROFILE SHEET NO. 0 STR-44D - STR-44F PROFILE N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 16 s w y M z/ cy/ \ U C M nJ > 1i 0 ° N° LU 3 cM 0 o I� o ,^ o W N v/ 0 o N W z Q I� ° a > � o Z 0 w ' O s J 4 4 STR:44 VDOT STD. DI-313 (L=6') INV IN: 658.02 TO 5oB J 1--1 0 TP=665-75 INV IN: 66433 TO YD-7 0+00 0+50 I --I w INV IN:657-So TO446 INV OUT: J 0 INV IN: 6 1oT0 :U) 6 w 655 118.48LFQa o.70% z7.66LFQa o_54/0 4 54 4 50 - STR- 2B -STR- 2 PROFILE w - STR: z VDOT STD. MH 0 o+oo 0+50 1+00 1+50 TP=66 g INV IN: 661.5o TO RF-5 J J J STR:52D VDOT STD. MH 0 4 5 INV OUT: 654.00 TO 42 TP=670.33 O 0 INV IN: 653.85 TO 44 °m m °m o INV IN: 659.z7 TO 54 STR:54B VDOT STD. DI-3C (L=1o') Q STR-8oD - STR-8o PROFILE INV OUT:653.75TO40 I� 0 a m p � 45 5 TP=66 8 p w t v O 0 �0 0 INV IN:66 oTO 6 75 a 675 0 0 p 0 0 ^ `^� INV OUT: 659.17 TO 5z PROPOSED GRADE (TYP.) INV IN: 662.0o TO 54D J `- m ,n F o un O 0 � _0 ^� INV OUT: 660.67 TO 54 E w 11 a0 a o ^ ° O m ^00 0 M N Co 1O STR: VDOT STD. DI- C (L=1o') STR:54D VDOT STD. DI-7 V / a0 m y p f 0 mZ0 u .. 54 3 J m PROPOSED GRADE (TYP.) m F O m 0o 0) .. > m w N 0i .. TP=667.58 3 0+00 0+50 1+00 1+50 STR: D VDOT STD. DI- C L=8' 2 > w H N o0�LLI 44 3 ( ) > �0 �0 H TP=666.8 m N TP=666.42 N 0 Ln m a i0 z 00 o0 1O iO Ln `D z Z INV OUT: 662. o TO B U w STR-82D -STR-82 PROFILE -o o INVIN:66o. TO B 5 54 0 ° STR:44B VDOT STD. MH INV IN: 658.77 TO 44F 0 p ~O m �, a » v w - - 0 a >> > 43 54 o F TP=667.08 INV IN: 662.5o TO RF-6 6]O Ln H o u O in z z a > > > F z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y I--1 0 000 O INV IN: 6 8.oz TO D INV OUT: 6 8.6 TO B °0 0 e3 > o O in z z z CC F��o 5 44 5 7 44 O a �� D G> F o 0 0 INV OUT:6 2T0 D 0 to O1O`°z0 w ° 6]O 0 u1 N v 57 9 44 670 > w o H a > > - - - - - - E > ^^ �^ 0 It o Z Z Ln z PROPOSED 8" DI PROPOSED 8" DI p O STR: 6 VDOT STD. DI- B L=8' PROPOSED GRADE (TYP.) n O 0 iO STR:44F VDOT STD. DI-3C (L=8') o D - - O WATERLINE CROSSING ° 5 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) 7 5 ? z Z Z 0 TP=666.4z F z z z_ INV IN: 66TP TO 8 STR: 6B VDOT STD. DI- B L=16' � a > > >> INV IN: 662.00 TO YD-8 665 535 5 5 3( ) n F z z z z EXISTING 8" PVC SANITARY PROPOSED 8" DI 665 L- w I INV IN: 66535T0 56B TP=672.50 NV OUT: 658.92 TO 44D PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING � z INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 66 ILL 665 WATERLINE CROSSING 43 uJ w 5 PROPOSED 8" PVC I i ����\i 4.8' 3 61 l.o' (TYP.) SANITARY SEWER CROSSING TYP. PROPOSED 8" SANITARY Q z PROPOSED SANITARY SEWER PROPOSED 6" DI 0.7 7, W SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING SEWER CROSSING 660 mj zzommm-Immmmmm "RCP RCP 0 670 670 660 7 2.4' l.o' 660 3'S ` 24' RCP 197 83 LF �a o.54°/u 2O-53 LF Qa 2.43% O EXISTING GRADE (TYP.) PROPOSED 8" DI 0 6 LF Qa 0.53% 18" RCP J ~O�// o WATERLINE CROSSING 75'7 w LL 15" RCP 655 30" RCP 30" RCP 3g.66 LF Qa o.60% 15" RCP 0 % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 ° 18" RCP o 118.77 LF Qa o.55% 27.81 LF Lal 54 mmqj 30" RCP z ° 665 665 655 76.58 LF @ 0.55/0 655 PROPOSED VDOT STD. ES-z 64-49 LF @a 0.50%a 3o" RCP o Q w/ RIPRAP OUTFALL 3o" RCP 32.68 LF Qa 0.70%0 V--� ° 44-4o LF @ 0.52% s 15" RCP EXISTING GRADE (TYP.) O ° 39.7o LF @1.00% 65o 30"RCP 65o U p (7 ` 19.13 LF Qa 0.78% N 660 660 650 650 INV. OUT=648.00 36"RCP u 58.78LFQa 1.28% STR 54D - S M PR FILELu N vi rn .+ 3"It6�� RCP a- V) 0 N o m N . It 645 / 42.46 LF Qa 1.77% 645 0 10 ^ �n ip k6 ip iO tD JOB NO. 'u ID ° w tD `° 112066 0 O M N S N M 0. N O O fm+l . Ol O M O. N O M 00 O 00 rl rl ^ M N vi co oo O 00 00 00 C6 00 m 00 of o of o 0 of 00 c6 00 00 ^ SCALE -Oc o+oo 0+50 0+00 0+50 1+00 1+50 2+00 2+5o D D O ° ° D D m 0 m 10 10 O oo 0o w m w m 10 0 1= 50 " V1 tD ID ID lD lD tD 1� n n o t0 � c STR-56B - STR-56 PROFILE SHEET NO. 0 STR-44D - STR-44F PROFILE N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 16 s 4 4 STR:44 VDOT STD. DI-313 (L=6') INV IN: 658.02 TO 5oB J 1--1 0 TP=665-75 INV IN: 66433 TO YD-7 0+00 0+50 I --I w INV IN:657-So TO446 INV OUT: J 0 INV IN: 6 1oT0 :U) 6 w 655 118.48LFQa o.70% z7.66LFQa o_54/0 4 54 4 50 - STR- 2B -STR- 2 PROFILE w - STR: z VDOT STD. MH 0 o+oo 0+50 1+00 1+50 TP=66 g INV IN: 661.5o TO RF-5 J J J STR:52D VDOT STD. MH 0 4 5 INV OUT: 654.00 TO 42 TP=670.33 O 0 INV IN: 653.85 TO 44 °m m °m o INV IN: 659.z7 TO 54 STR:54B VDOT STD. DI-3C (L=1o') Q STR-8oD - STR-8o PROFILE INV OUT:653.75TO40 I� 0 a m p � 45 5 TP=66 8 p w t v O 0 �0 0 INV IN:66 oTO 6 75 a 675 0 0 p 0 0 ^ `^� INV OUT: 659.17 TO 5z PROPOSED GRADE (TYP.) INV IN: 662.0o TO 54D J `- m ,n F o un O 0 � _0 ^� INV OUT: 660.67 TO 54 E w 11 a0 a o ^ ° O m ^00 0 M N Co 1O STR: VDOT STD. DI- C (L=1o') STR:54D VDOT STD. DI-7 V / a0 m y p f 0 mZ0 u .. 54 3 J m PROPOSED GRADE (TYP.) m F O m 0o 0) .. > m w N 0i .. TP=667.58 3 0+00 0+50 1+00 1+50 STR: D VDOT STD. DI- C L=8' 2 > w H N o0�LLI 44 3 ( ) > �0 �0 H TP=666.8 m N TP=666.42 N 0 Ln m a i0 z 00 o0 1O iO Ln `D z Z INV OUT: 662. o TO B U w STR-82D -STR-82 PROFILE -o o INVIN:66o. TO B 5 54 0 ° STR:44B VDOT STD. MH INV IN: 658.77 TO 44F 0 p ~O m �, a » v w - - 0 a >> > 43 54 o F TP=667.08 INV IN: 662.5o TO RF-6 6]O Ln H o u O in z z a > > > F z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y I--1 0 000 O INV IN: 6 8.oz TO D INV OUT: 6 8.6 TO B °0 0 e3 > o O in z z z CC F��o 5 44 5 7 44 O a �� D G> F o 0 0 INV OUT:6 2T0 D 0 to O1O`°z0 w ° 6]O 0 u1 N v 57 9 44 670 > w o H a > > - - - - - - E > ^^ �^ 0 It o Z Z Ln z PROPOSED 8" DI PROPOSED 8" DI p O STR: 6 VDOT STD. DI- B L=8' PROPOSED GRADE (TYP.) n O 0 iO STR:44F VDOT STD. DI-3C (L=8') o D - - O WATERLINE CROSSING ° 5 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) 7 5 ? z Z Z 0 TP=666.4z F z z z_ INV IN: 66TP TO 8 STR: 6B VDOT STD. DI- B L=16' � a > > >> INV IN: 662.00 TO YD-8 665 535 5 5 3( ) n F z z z z EXISTING 8" PVC SANITARY PROPOSED 8" DI 665 L- w I INV IN: 66535T0 56B TP=672.50 NV OUT: 658.92 TO 44D PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING � z INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 66 ILL 665 WATERLINE CROSSING 43 uJ w 5 PROPOSED 8" PVC I i ����\i 4.8' 3 61 l.o' (TYP.) SANITARY SEWER CROSSING TYP. PROPOSED 8" SANITARY Q z PROPOSED SANITARY SEWER PROPOSED 6" DI 0.7 7, W SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING SEWER CROSSING 660 mj zzommm-Immmmmm "RCP RCP 0 670 670 660 7 2.4' l.o' 660 3'S ` 24' RCP 197 83 LF �a o.54°/u 2O-53 LF Qa 2.43% O EXISTING GRADE (TYP.) PROPOSED 8" DI 0 6 LF Qa 0.53% 18" RCP J ~O�// o WATERLINE CROSSING 75'7 w LL 15" RCP 655 30" RCP 30" RCP 3g.66 LF Qa o.60% 15" RCP 0 % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 ° 18" RCP o 118.77 LF Qa o.55% 27.81 LF Lal 54 mmqj 30" RCP z ° 665 665 655 76.58 LF @ 0.55/0 655 PROPOSED VDOT STD. ES-z 64-49 LF @a 0.50%a 3o" RCP o Q w/ RIPRAP OUTFALL 3o" RCP 32.68 LF Qa 0.70%0 V--� ° 44-4o LF @ 0.52% s 15" RCP EXISTING GRADE (TYP.) O ° 39.7o LF @1.00% 65o 30"RCP 65o U p (7 ` 19.13 LF Qa 0.78% N 660 660 650 650 INV. OUT=648.00 36"RCP u 58.78LFQa 1.28% STR 54D - S M PR FILELu N vi rn .+ 3"It6�� RCP a- V) 0 N o m N . It 645 / 42.46 LF Qa 1.77% 645 0 10 ^ �n ip k6 ip iO tD JOB NO. 'u ID ° w tD `° 112066 0 O M N S N M 0. N O O fm+l . Ol O M O. N O M 00 O 00 rl rl ^ M N vi co oo O 00 00 00 C6 00 m 00 of o of o 0 of 00 c6 00 00 ^ SCALE -Oc o+oo 0+50 0+00 0+50 1+00 1+50 2+00 2+5o D D O ° ° D D m 0 m 10 10 O oo 0o w m w m 10 0 1= 50 " V1 tD ID ID lD lD tD 1� n n o t0 � c STR-56B - STR-56 PROFILE SHEET NO. 0 STR-44D - STR-44F PROFILE N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 16 s 655 118.48LFQa o.70% z7.66LFQa o_54/0 4 54 4 50 - STR- 2B -STR- 2 PROFILE w - STR: z VDOT STD. MH 0 o+oo 0+50 1+00 1+50 TP=66 g INV IN: 661.5o TO RF-5 J J J STR:52D VDOT STD. MH 0 4 5 INV OUT: 654.00 TO 42 TP=670.33 O 0 INV IN: 653.85 TO 44 °m m °m o INV IN: 659.z7 TO 54 STR:54B VDOT STD. DI-3C (L=1o') Q STR-8oD - STR-8o PROFILE INV OUT:653.75TO40 I� 0 a m p � 45 5 TP=66 8 p w t v O 0 �0 0 INV IN:66 oTO 6 75 a 675 0 0 p 0 0 ^ `^� INV OUT: 659.17 TO 5z PROPOSED GRADE (TYP.) INV IN: 662.0o TO 54D J `- m ,n F o un O 0 � _0 ^� INV OUT: 660.67 TO 54 E w 11 a0 a o ^ ° O m ^00 0 M N Co 1O STR: VDOT STD. DI- C (L=1o') STR:54D VDOT STD. DI-7 V / a0 m y p f 0 mZ0 u .. 54 3 J m PROPOSED GRADE (TYP.) m F O m 0o 0) .. > m w N 0i .. TP=667.58 3 0+00 0+50 1+00 1+50 STR: D VDOT STD. DI- C L=8' 2 > w H N o0�LLI 44 3 ( ) > �0 �0 H TP=666.8 m N TP=666.42 N 0 Ln m a i0 z 00 o0 1O iO Ln `D z Z INV OUT: 662. o TO B U w STR-82D -STR-82 PROFILE -o o INVIN:66o. TO B 5 54 0 ° STR:44B VDOT STD. MH INV IN: 658.77 TO 44F 0 p ~O m �, a » v w - - 0 a >> > 43 54 o F TP=667.08 INV IN: 662.5o TO RF-6 6]O Ln H o u O in z z a > > > F z z z _ - _ INV OUT: 660.33 TO 5zD 670 Y I--1 0 000 O INV IN: 6 8.oz TO D INV OUT: 6 8.6 TO B °0 0 e3 > o O in z z z CC F��o 5 44 5 7 44 O a �� D G> F o 0 0 INV OUT:6 2T0 D 0 to O1O`°z0 w ° 6]O 0 u1 N v 57 9 44 670 > w o H a > > - - - - - - E > ^^ �^ 0 It o Z Z Ln z PROPOSED 8" DI PROPOSED 8" DI p O STR: 6 VDOT STD. DI- B L=8' PROPOSED GRADE (TYP.) n O 0 iO STR:44F VDOT STD. DI-3C (L=8') o D - - O WATERLINE CROSSING ° 5 3 ( ) o > > > WATERLINE CROSSING XISTING GRADE (TYP.) 7 5 ? z Z Z 0 TP=666.4z F z z z_ INV IN: 66TP TO 8 STR: 6B VDOT STD. DI- B L=16' � a > > >> INV IN: 662.00 TO YD-8 665 535 5 5 3( ) n F z z z z EXISTING 8" PVC SANITARY PROPOSED 8" DI 665 L- w I INV IN: 66535T0 56B TP=672.50 NV OUT: 658.92 TO 44D PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING � z INV OUT: 665.25 TO 52D INV OUT: 665.75 TO 56 66 ILL 665 WATERLINE CROSSING 43 uJ w 5 PROPOSED 8" PVC I i ����\i 4.8' 3 61 l.o' (TYP.) SANITARY SEWER CROSSING TYP. PROPOSED 8" SANITARY Q z PROPOSED SANITARY SEWER PROPOSED 6" DI 0.7 7, W SERVICE LATERAL CROSSINGS 660 WATERLINE CROSSING SEWER CROSSING 660 mj zzommm-Immmmmm "RCP RCP 0 670 670 660 7 2.4' l.o' 660 3'S ` 24' RCP 197 83 LF �a o.54°/u 2O-53 LF Qa 2.43% O EXISTING GRADE (TYP.) PROPOSED 8" DI 0 6 LF Qa 0.53% 18" RCP J ~O�// o WATERLINE CROSSING 75'7 w LL 15" RCP 655 30" RCP 30" RCP 3g.66 LF Qa o.60% 15" RCP 0 % 105.46 LF Qa o.55% 64.36 LF Qa o.5o% 655 ° 18" RCP o 118.77 LF Qa o.55% 27.81 LF Lal 54 mmqj 30" RCP z ° 665 665 655 76.58 LF @ 0.55/0 655 PROPOSED VDOT STD. ES-z 64-49 LF @a 0.50%a 3o" RCP o Q w/ RIPRAP OUTFALL 3o" RCP 32.68 LF Qa 0.70%0 V--� ° 44-4o LF @ 0.52% s 15" RCP EXISTING GRADE (TYP.) O ° 39.7o LF @1.00% 65o 30"RCP 65o U p (7 ` 19.13 LF Qa 0.78% N 660 660 650 650 INV. OUT=648.00 36"RCP u 58.78LFQa 1.28% STR 54D - S M PR FILELu N vi rn .+ 3"It6�� RCP a- V) 0 N o m N . It 645 / 42.46 LF Qa 1.77% 645 0 10 ^ �n ip k6 ip iO tD JOB NO. 'u ID ° w tD `° 112066 0 O M N S N M 0. N O O fm+l . Ol O M O. N O M 00 O 00 rl rl ^ M N vi co oo O 00 00 00 C6 00 m 00 of o of o 0 of 00 c6 00 00 ^ SCALE -Oc o+oo 0+50 0+00 0+50 1+00 1+50 2+00 2+5o D D O ° ° D D m 0 m 10 10 O oo 0o w m w m 10 0 1= 50 " V1 tD ID ID lD lD tD 1� n n o t0 � c STR-56B - STR-56 PROFILE SHEET NO. 0 STR-44D - STR-44F PROFILE N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 16 s STR:92 VDOT STD. DI-3C (L=6') TP=674.00 INV IN: 668.85 TO 92B INV OUT: 668.75 TO 9oB 685 J° d STR:go VDOT STD. DI-313 (L=1o') m m m N TP=674-75 N O O N INV IN: 667.zSTO9oB p a,�p rn�� INV IN: 670.0o TO YD-11 v~i O O ~„ F 0000 o INV OUT: 667.0o TO 86 o ^\ O oNo N tD -n M O 00 r4 W m OW STR:86 VDOT STD. MH m F N +1O tO Z TP=673.00 m^ z z rn z 0 INVIN:66343T088 D»0j a»> I NV I N: 666.67 TO 9 F„a_zZZ LnFzzz INV OUT: 66333 TO 84 670 WATERLINE 24" RCP 27.97 LF Qa 1.18% 665 -; 18" RCP 660 39.8o LF @a 1.26% 0 0 w 10 n 0+00 0+50 STR:72 VDOT STD. DI-3B (L=6') TP=663.50 INV IN: 651.93 TO 72B rINV IN: 656.33 TO 72D I INV IN: 659.5oTO RF-14 670 INV OUT: 651.83 TO 7oF EXISTING GRADE (TYP.) STR:72D VDOT STD. TP=663.4z 665 INV IN: 658.5o TO RF INV OUT: 656.75 TO ; ROPOSED GRADE (T) 66o 66o PROPOSED 6" E WATERLINE CR 655 655 15" RCP 32.81 LF Qa 1.28% 65o 650 o `^ m ID w w 0+00 0+50 STR:94 VDOT STD. DI-313 (L=8') TP=675.67 INV IN: 670.35 TO 96 INV IN: 671.5oTO RF-z3 0 INV OUT:670.z5TO92B " 690 00 °D °m XISTING GRADE (TYP.) m M M o 00 N 6g5 _ N a-p 0 0 0) 00 2O OF -N.F 0, p o F o --STR:102 VDOT STD. DI-3B (L=1o') 00 - L° g 0 -' TP=678.92 685 o - �^ o H j 0. , INV IN: 6 z TO YD-12 749 OQ 1p MO NCI >��F N'z70 INV IN: 67475TORF-z5 NO \ > 'o Wo H 00 v W II INV OUT: 67z.83 TO loo w .. m�z0 Ql� Z zp w II F a» 01 F Z Z >> > > > F a Z Z ^F_- 68o vF,�_zzz - - - I / PROPOSED 675 GRADE (TYP.) LL (TYP.) 675 yg" RCP 7.1823 gz.73 LF @ ""RCP @.91 LF o.96% PROPOSED 8" PVC SANITARY SEWER CROSSI 18" RCP 36.45 LF @1.15% 15" RCP �5' RCP 105.z9 LF Qa o.69% 670 65.86 LF C � 37�0 1S" RCP 53-46 LF @ 0.75% 18" RCP 665 20.1g LF Qa 0.75% 00 O 00 O O n al w f+l rq N N 00 w rl CC) 00 00 l0 ko `D w l0 w lW l0 w 10 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STR-102 - STR-86 PROFILE STR:YD-7A 18" NYLOPLAST YARD INLET TP=669.67 EXISTING �INV IN: 666.67 TO YD-71 GRADE (TYP.) INV IN: 666.67 TO YD-7C 675 INV OUT: 666.67TO YD-7 STR:YD-7C 18" NYLOPLAST YARD INLET PROPOSED STR:YD-7B 18' NYLOPLAST YARD INLET DI-313 (L=6') TP=671.00 GRADE (TYP.) TP=670.67 INV OUT: 668.00 TO YD-7A I INV OUT: 667.67 TO YD-7A -13 670 - - - - - - - - - - - - 670 12 'P ) I DSSING 665 PROPOSED SANITARY SERVICE LATERAL CRO 66o r 665 NER PROPOSED SANITARY SEWER VGS 97 04DPE LF Qa 1.03% SERVICE LATERAL CROSSINGS 12" HDPE 107.11 LF @ 1.24% 66o 00 O0 00 D 00 0 00 0 00 0 I w W W W 0+00 0+50 1+00 1+So 2+00 YD-7 SERIES PROFILE w11 m 11 _ 0 J 2 ao STR:8o VDOT STD. DI-3B (L=4') STR:8z VDOT STD. DI-3B (L=8') TP=666.17 p oo F 00 0)0 m V w -p V M STR- 2D -STR- 2 PROFILE TP=665.92 00 M wm o 00 7 7 INV IN:655.10TO8z INV IN: 655-43 TO 84 F m r �ww oo O o 0 0o 0 INVIN:657.83TO8oB INV IN:6 6.6 T08zB 5 7 O mo��w F + F INV OUT: 655.0o TO 78 INV IN: 661.5o TO RF-17 > ° w w r PROPOSED F N w F INV OUT: 655.33 TO 80 00 o z z p GRADE (TYP.) 0 m 'o w OQ 675 STR:84 VDOT STD. DI-3B (L=8') Ln Z Z Z r z m ^M' F 675 d TP=667.o8 w - O-eo rk m INV IN: 661.5o TO ROOF-1g H z z 00 iO O> "' ^ INV IN: 66o.33TO86 LnF z o 000 INV OUT: 655-75 TO 82 670 Ci F 0 F- F ° o °Ln STR:74 VDOT STD. DI-36 (L=4') j w F - ' TP=663.75 °o'0Zp---- -� INVIN:654.z5TO78 o II» INV IN:65z.77TO76 Ln r _zz INV OUT: 652.67 TO 72B _PRO 655 65o PROPO WATERLINE C 1 0 4"RCP o% i44.6a LF C 18" PVC SEWER CROSSING 670 PROPOSED 8" DI WATERLINE CROSSING 665 15" RCP 39.67 LF t7a i.00% 66o zm 30" RCP 69.19 LF Qa 0.58% 30" RCP 33.26 LF @0.75% z4" RCP 26.73 LF �24" RCP 47.03 LF @ o.68% @ o.86% 65o vl O O I� O I� m O O O N al 00 M 00 Vl 00 Ln o6 W 1� 0 W O W N W W� N W rl w w w ko w 10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-88B - STR-74 PROFILE 670 665 io II d I� in J M m kD w O ao io -m w F -0 ^, d d p ww0 F i m V F O M OLn O L^ r- J O w a w F O S n N w > N N I�� Ca �o OF O O> `^'o H o w? O STR:SzD VDOT STD. MH 00 o -wO-Ow OF Ln N-..wO D �o m z z ~ o inI _> > Z TP=670.33 F O r, p . Op m o r->>> z z INV IN: 659.27 TO 54 STR:58 VDOT STD. DI-3B (L=6') `n F > N 0 W > 00 0+ z INV IN: 664.5o TO 56 TP=675.50 o ID o O W z 0 INV OUT: 659.i7TO 52 INV IN: 668.02 TO 60 o n o w z O ` ° r a > > INV OUT: 667.92 TO 56 '0 , Z) � F z z � F ? z. STR:56 VDOT STD. DI-36 (L=8') r Z Z TP=672.50 PROPOSED GRADE( TYP.) Ul 0000 INV IN: 66535 TO 58 J/ - INV IN: 66535 TO 56B / \ PROPOSED 8" DI INV OUT: 665.25 TO 52D / WATERLINE CROSSING _ _ - � FILL RCP (TYP.) 15F�g.gS EXISTING GRADE (TYP. z:o' 63-10 15 RCP % LF 1•07 15" RCP 9z.lo 35.17 LF Qa 1.36% @i 1.52% R 14i�3LF 40' LF t7a -1.00% Lis" RCP 30.35 LF Qa 2.47% M 0) It rl w w N o+00 0+50 138.00 LF Qa 1.86% PROPOSED SANITARY SEWER CROSSING Vt lD ^ . l0 l0 U) rl l0 w M lD .t �W N l0 01 O N 'W 01 loo 0 l0 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+So STR-68B -STR-52D PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OFlz'ORGREATER SHALL HAVE SAFETY SLABS IN VERTICAL GRAPHIC SCALE ACCORDANCE WITH STANDARD SL-2 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 5 o 2.5 a 10 I NOTE: HDPE CAN BE USED AS AN ACCEPTABLE III II IIIII SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. ( IN FEET ) SEE DETAIL ON SHEET 17 FOR HDPE PIPE 1 inch = 5 ft. BEDDING INFORMATION. HORIZONTAL GRAPHIC SCALE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE z1A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 00 ^ m w M J m L s V m to O o 0 �mO o o m mp0 0 0 670 Vl FF Ln L FF n o _F STR:7oD VDOT STD. DI-3B (L=6') TP=663.67 rINV IN: 650.6o TO 7oF INV IN: 658.25 TO RF-12 IINV OUT: 6So.SoTO70 ( IN FEET ) 1 inch = 50 ft. STR:68 VDOT STD. DI-3B (L=8') TP=688.00 INV IN: 680.93 TO 68B INV OUT: 680.83 TO 66 STR:68B VDOT STD. DI-3B (L=io') TP=688.17 INV OUT: 681.33 TO 68 1 �L 685 PROPOSED 8" DI 1.1' WATERLINE CRC 68o RCP lo% i5" RCP 15 F 43 28.o6 LF (7a 1.43% 6 �61 675 00 ' 0) Ol 00) 00 00 00 ID 00 w w 00 S+00 S+So 6+oo STR:64 VDOT STD. DI-313 (L=4') TP=679.50 INV IN: 672.43 TO 64B INV IN: 673.67 TO 66 INV OUT: 672.33 TO 6z 68o zo PROPOSED GRADE 675 io J V M 0 LL n ^ ^0 J O in M m LA w O01i �w0 0 mCtti�0 N N NCl O M Nww F IMF Pp r` 670 14 6+50 ISTING GRADE (TYP.) 685 STR:64B VDOT STD. DI-36 (L=8') TP=679.67 INV OUT: 673. oo TO 64 68o PROPOSED 8" DI WATERLINE CROSSING 675 L1S" RCP 6]O 28.61 LF @1.99% 6]O M N d m i w 0+00 0+50 STR-64B - STR-64 PROFILE STR:76 VDOT STD. DI-313 (L=4') TP=66z.67 INV IN: 653.z7 TO 76B INV OUT: 653.17 TO 74 00 J m M w 0 0 LL 670 p o o °s 0 -00 N't v~ °o STR:7oF VDOT STD. DI-3B (L=6') OMmLn O O o vma° > �a°°n° F m °i° p ui TP=66 375 7616 nFFF00 �wozz0ON FMmO N Srv�o I- FF m m > 4wwF awzz0 m MwwF O M �nOw awzz= >mwSoF INV IN:65o.93T07z OlM lA�,.�O' II >>> ^ w V1.. DONwmw��zzz >Mw'D 0 N Ln o Lnryw I] mw ° - -O °--O o p > >> I, Z z INV OUT: 6 0.8 TO oD 5 3 7 _ > rnwIDkoF- --- ^�zz0 > �M�° w w F }O Vl F Z z Z 665 --- F C_ w p nFzzz HCL ----' N .. .. .. � O_ II -- r-IDzzz Fa»> m N `�kDzzo (� O O Fo n,� 665 (n FZZZ - -- wa»» uIFZZZ in F Z Z Z Z ---\ z z z > 'tw -- _ --- tF/1 H O /- p 0o wF I XISTING GRADE (TYP.) \� m Oj TYP.) \ F Z z 66o _f 660 - PROPOSED GRADE (TYP. PROPOSED 6" DI PROPOSED 6" DIJ WATERLINE CROSSING ' - WATERLINE CROSSING 655 655 15" RCP 15 RCP z.3' 85.z3 LF Qa o.56% 78.29 LF Qa o.51% 65o RCP 65o 30" 172.96 LF Qa 0.52% 30' RCP 30" RCP 79-94 LF 1✓a) 0.50% 30" RCP o" R 5o.84 LF Qa o.63% 1 "RCP 30" RCP LF �a o.70% 29.42 LF 5 o Qa o.5o% PROPOSED 8" PVC 59 85 LF Qa ot0/63" RCP 55.g6 LF Qa o.57% SANITARY SEWER CROSSING 645 47.27 LF Qa o.68% 645 O � 00 W O � 00 O N o V1 0) N O) m Ol O d O � m O O L. w N N M . H 00 V1 ,n ri w M w ry w f�l w w w w w ,.n w w w O w N Op w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 0+00 0+50 1+00 1+50 2+00 2+So 3+00 3+50 4+00 4+50 STR-76D - STR-40 PROFILE 5+00 5+50 6+oo 6+5o 7+00 W SCOTT/R. C69LLINS Lie. No. 035791 °paw 4/4/22tv4 �`S'SIONAL E�G� J r z O 2: m Z O w 0 z z 3 O a Vl Ln H w z III CA z Cy) Q cvi J OIL- 0-) N W 0! cC '7 cn WN o J N Q N Q Lu J J _ i--I H-Il Ln w J U) U J LL O O z _j Lu J U J w Y ~ � 2 ulW ~ O O O Z In LuQLu JU) 0 O w 0� ® Q z C� U ID CDv rr�rr11 N � Lu Lu 0 � w x d V7 JOB NO. 112066 SCALE 1" = 50� SHEET NO. - 17 DRAINAGE DESCRIPTIONS / / / / / $tincture Area Cw tI, PIPE INFORMATION INLET INFORMATION (Acre31 (min.) STR. NO. CIA. LENGTH' SLOPE INVERT INVERT Curb SLOT RIM / / / / /' �' -' / / / / (in.) (ft.) (%) IN OUT MATERIAL INLET TYPE Type LENGTH ELEVATION i / $tincture Area cw tc i / / i �'' _ - / 38D DIJB CG6 14 886.92 / / / / / � - - � (Acres) (min.)(min.)•I 38C 15 32.69 0.70% 680.25 660.02 RCP 30 OAO 0.90 5,0 � � / / j / >-. 38B DI3B CG6 12 666.92 / // // �( C �\ 30B 0.00 0.90 5.0 38A 15 41.07 0.58% 659.92 659.68 RCP / / / \ \ \ 38 13130 CG3 6 585.67 37 15 41.02 0.56% 659.58 659.35 RCP / / / \ \ - - 34 0.21 0.70 6.0 / V A 38 DI3B CG6 10 888.08 34B 0.25 0.70 6.0 \ _ 35 15 45.15 0.55% 659.25 659.00 RCP // / I I \ \ / V A \ - - 36 0.16 0.70 6.0 38 0.12 0.60 6.0 -- 38B 0.42 0.70 6.0 34B D136 6 CG10 65725 \ _ - \ - /' _ - 38D 0.33 0.70 6.0 34A 15 33.01 0.70% 650.58 65D.35 RCP \ _ _ 34 DIJB CG6 10 857.33 - ---_�- � �\ \\ �/ /J/ - ��\-----�' /^a,-/ 42 0.00 0.90 5.0 32 DI3B CG3 12 664.00 \ -- I�IL - - _ _ - - \ _ _ \ \\ - / __--_--_-_- ---- 44 0.11 0.75 6.0 31 18 62.95 0.64% 649.42 649.02 RCP V v / � _ / '- - - _ - � - - - - - - 44B 0.00 0.90 5.0 \ - -- y --- _--- 44D 0.22 0.70 6.0 30B MH CG6 - 667.33 - _ 30A 24 118.08 0.57% 848.92 648.25 RCP -- -- / � � � - - - - _ 30 MH CG6 - 654.50 \ \ ` - _- , / /� J - - / _ - 44F 0.30 0.55 6.0 - - - _ 29 24 82.16 4.56% 846.00 642.25 RCP -- �'i �, � - - � - -- - -- - --- -- - \ 54D Dti7 - - sss.e3 - - - - - - - - - - - - - _ - ---- -- -_-_/ - - - -- r ____.----------- ------ L--- -- _) l _ 450 8 0.17 0.75 6.0 6.0 - - - - - - - - 54C 15 20.53 2.43% 662.50 662.00 RCP ' -. _�_____ _____- _ ��a w ANK w MO.M / ___------._--- --�'J -� SOB 0.12 0.70 6.0 .4� m,.m...gymaaam ,.,. _-- // �v ------ 52 0.12 0.70 6.0 54B DF3C CG6 10 %7.58 + + ♦ --- -- l' i / -- 1 ♦ PROPOSED ROAD _ �/ = ROPOSED YARD DRAIN SYSTEM _ - - - _ - _ - -' / - _ - - - - - - - 52B 0.10 0.70 6.0 s4A is 3s.es o.eo% 660s7 sso.43 RCP ♦ ♦ DRAINAGE SYSTEMr- - 54 DISC CG6 10 6675e Iy ,,,,._.-�� - - - - - _ \ \ I - - - 52D 0.00 0.90 5.0 53 24 197.83 0.54% 860.33 659.27 RCP - 1 _ K r se" _ --- - 94 96 g8 ---- 100 ! A _ _ - - / ' _ - \ _ \ - - - - - _ - - \ \I - \ 54 0.50 0.60 6.0 52D MH - - 870.33 - _ - - - --gn` ♦ fin= .,1, -_ / I� I _i u� �� _ _ / \ 1 54B 0.36 0.80 6.0 52C 24 15.15 053% fi59.17 fi58.77 RCP 60'_. - - e_ - - - - , YD 12 ':♦ - v �,:. J /yyy_^ �- �__I J- - �" \ \ \ 52 D"136 CG6 659.33 RF z A = R,vgre IEEHA r-✓" a //- - \ \ - I \ \ I 54D .0.40 56 012 0.70 00 6.51 0 SOB 30 64.36 0.50% 658.67 658.35 RCP DI-3C CG6 8 1 IRF 4 -` At-evlV4N Wr�uR 10 \ -1f / RF �5A , // \ \ I 56B 11.06 0.40 50A 30 32.68 0.70% 658.25 658.02 RCP 1 / _ 26 W ^ I__._:^ -- \.. RF-24A ^ 1 1r-t___ ' - _ \ \ \ \ 58 0.09 0.75 6.0 50 DI-3C CG6 8 %8.92 / 9 �� �,+ : A V A A V 60 0.06 0.75 6.0 49 30 64.49 0.50% 657.92 657.60 RCP 6013 0.23 0.40 8.0 48 DF3B CG6 6 889.33 - r / ' "-_ - - - 2 � :..�� .- 2 _� .a. . .,,: ... / \ \ \\ \ 1 \ 62 0.14 0.45 7.0 47 30 105.46 0.55% 657.50 656.92 RCP \ BBBF 21A "^ - l \ / I / I 46 DI36 CG6 4 ssssz - - = 1 � _ - - 'b ' �``�...\, 68 r '\�-a m 'I' ►�.rl� � \I / / / 64 0.05 0.65 6.0 a '. _ r r �" ., / 64B 0.05 0.65 6.0 45 30 44.40 0.52% 654.33 654.10 RCP i-_ -_ 90B ` Ir RF2 B r•. / 1 / / / 44 DIJB CG6 s 665.7s "'� ' .,, / / / / / ♦ / ROPOSED DRAINAGE DIVIDE (Tl'P 66 0.05 0.65 6.0 43 30 19.13 0.78% 654.00 653.85 RCP �E V, ��-q 6 ,4 , a T �1 \ / ♦ / / / 68 0.14 0.75 6.0 42 MH - - 664.58 / y ✓ s �� \ ^!h� 6 / , -- �_ - / \ - - /� ---_ k ' .Q' rf \ \� \ / / / 68B 0.14 0.75 6.0 41 38 58.78 1.28% 653.75 653.00 RCP - ✓ - 6 9° a: Sa.P,yRcRo f0 \ ��/Oe r \, -{' t - A / \ / / `j� // /� 70 0.26 0.70 6.0 •' RF-1 A , 8' y ` PROPOSED ROADe// D° I I / / / / ♦ / / / 70B 0.26 0.70 6.0 _ 88 I 9 40 MH - - 664.00 _ � � � P R/ Z/Lqb. I I \ -i1 e R _ 39 36 42.46 1.77% 648.75 648.00 RCP q R/ f `j I r -I a p ♦ 70D 0.08 0.75 6.0 ✓ r r �.I V R/WI'1 6 B: 1, Ii1 \I \`i/'----\\--�/ /l /l `�� l 70F 0.18 0.50 6.0 .�, DRAINAGESYSTEM \\ I 44F Dwc ccs e 656.42 1 '; - - •.I I ' ✓ 4 i � v .r / _ _ � / / / ♦ I 72 0.15 0.60 6.0 44E 15 27.81 0.54% 658.92 658.77 RCP - 1 , ROPOSED YARD DRAIN SYSTEM'. ft I_ _ / \ / / / / ♦ / / -' , \ 726 0.22 0.60 6.0 44D DISC CG6 8 666.42 I 1 : t 6 YD 11 -11 V \v 6 \ > 1 /^�-/ -' / / / - 72D 0.10 0.70 6.0 44C 15 118.77 0.55% 658.67 658.02 RCP 1 - _ - - �--\� loA I I II •- :� -- it � V / - / / 72F 0.14 0.75 6.0 44B MH - - 667.08 I - -8 F '; \ \ \ / / ♦x . 44A 18 76.58 0.55% 657.92 657.50 RCP F - - ' _ / / / / / _ 74 0 04 0 70 6 0 r 76 0.03 0.80 5.0 76B 0.19 0.85 6.0 76D 0.12 oso 6.0 52B DIJB CG6 6 669.33 52A 15 32.68 1.00% 662.50 662.17 RCP 78 0.05 0.60 5.0 80 0.06 0.80 5.0 �+ 8013 0.09 0.85 6.0 68B DI-313 CG6 10 688.17 I rl SOD • r _ \ i / / �� -• , 8zD , - // 80D 0.21 0.80 6.0 seA 15 2e.06 1.43% 681.33 680s3 RCP 82 0.21 0.75 6.0 68 DI-313 CG6 8 688.00 67 15 76,16 4,37% 680,83 677.50 RCP 82B 0.10 0.75 6.0 / 66 ss a s3.zs ass% s7s.n s73s7 RCP I I _°R'v^r 1p TR - YD 86PROPOSED YARD DRAIN SYSTEM 1 �' �' / 82D 0.19 0.60 6.0 64 DIJB CG6 4 679.50 I 7 DIJB CG6 6 682.25 1 \ \ 'rl"r1 E RCgO (3o R/W T� ' , / /o 84 0.17 0.65 6.0 _ r RF-i7A 1 _, �� \ 1 / �' I � I -_ i r ..� r. a • r � ♦ � 86 0.00 0.90 5.0 63 15 35.17 1.36% 672.33 671.e5 RCP I � � - RF-1 B ' .-. -; P y� -RF 8 ,\ -' • 5 �\a -_ 66 - - -� - 4D 88 0.12 0.70 6.0 _ 62 DI-3C CG6 6 678.83 i i - \ ��9rMg0-..•,.� . �._... .. . ,,:..: 546 .. - 88B 0.35 0.60 6.0 61 15 92.10 1.07% 671.75 670.77 RCP '� a gA i ` 78 _ - ={ , / .-,� 9<<F OTS. r`........ `> �/ `-ice ♦ 90 0.21 0.75 7.0 606 DIJB CG6 8 878.42 " 60A 15 40.17 1.00% 670.67 670.27 RCP I r;l , t - RF 6B- �sFn FFT..r• , 56 90B 0.35 0.65 7.0 / o - 92 0.09 0.65 6.0 60 DF3B CG6 6 678.33 0, �� , - `�"- _1 , �' '� YD-8 - 5 59 15 141.23 1.52% 670.17 668.02 RCP I I 1 j, rl ♦ _ 7 I -- *_ �,. T zD PUBLIC ROAD (6i R(W) I r p, zB 4 , '. � ♦ r A . , _.,.- ,. �'° "' 92B 0.05 0.55 6.0 58 DF3B CG6 s 975.50 • , - _ 7 e/ ' r RF-5 _ RF-1 _ _ , - .i I I r ---„- _ 2 r 44D r � �> � ;. ..:.., - 94 0.26 0.60 6.0 I - I 5 ) :� s�--__� __: ^'--.^_., PROPOSED ROAD r . ,, y ,. .( r r, rl r 7►� _- -- _ , . , -..' e, .,>-'s,a 57 15 138.00 1.86% 867.92 685.35 RCP I I ! ! ,. `• - � J `- ' ' � ---s/�v�-' � 96 0.15 0.60 6.0 1. .RF-A 56 DIJB CG6 8 672.5o .-- --_7zF a DRAINAGE SYSTEM '' F6 �,,r� ��'"�-.., RF_/'� �- 4 -g - ... a -4aTit�� ss 15 30.35 2.47% 665.25 Bsaso RCP I I RF-13A 72D sue_._. loB ♦ "",�.-�i ,..�i. ,i���� .�i' 98 0.18 0.60 6.0 �I I : _ - a f - .-- 'r► J _ _ _ \ 100 0.29 0.65 6.0 JOF .,. -.'446 Ci w�- re..52 ' i �j/� ' / `� - - 102 0.28 .7 6.0 I, ( _ 0 0 - - _._ t•r r ' RF 1zA \ �5�R/yl �� - r /�;` 0 ^� 526 ' r / LOT 73 - r , 56B DF3B CG6 16 672.50 N = D - P --v �\ „ % 2 / \ _SFD I \'\ ' Y1}6 0.00 0.90 5.0 - RFao R , Loner - \ \ SBA 15 39.70 1.00% 865.75 685.35 RCP „ I , m �� s&, 1 "� OD 7 , q e' f• -!t•1 T72 \ 7 oB ,.,. l..... 2 / \ YD-6A 0.15 0.45 6.0 76D _6� / • - Zee / ;. i h /�� / SFD v A r A YD-6B 0.14 0.45 6.0 64B D66 CG6 8 67967 fi ' r -� a RF 4 ' ' �/ / �°/ v r v YD-6C 0.11 0.45 6.0 64A 15 28.61 1.99% 673.00 672.43 RCP a •' -~_� _- _ -Fa ,(rj, ♦ RF 11A ,:-� J0 -' ' / "✓. - , �i ' ^i / / \ YD-6D 0.09 0.30 6.0 ,,...•.'-�_ - --rr�y �� _ / r,Fm� _ 4oB ,4z - 4' l r. - - ♦ ,. t, .a�<� '<' r / RF-S SOB 'l� %rl l sFo , L0771 \ r \ Y0.6E 0.29 0.40 7.0 E- - -� `•., /..- RF ' ' ti z ', , li/ / l l/ SFD I YD-6F 0.23 0.45 6.0 76D DI-3C CG6 8 658.50 a - - <re '' F`� d) i i L�l / I l / LOT 70 I YD-7 0.00 0.90 5.0 76C 15 85.23 0.56% 654.00 653.52 RCP --------------•'- , YD-7A 0.18 0.60 6.0 76B DIJB CG6 8 %2.58 y _ .:.i.r. 't. i.'. y. -_ - _ i / ,1.; / tv y _ / rr , \ ` I I / / s� y6 76A 15 29.42 0.50% 653.42 653.27 RCP YD-7B 0.12 0.50 6.0 m ...... .y.. ,-?� _ - _ :r\,-- ♦- "': , r ,/ I r LOT .. _ / YD-7C 0.22 0.45 6.0 75 is 78.29 0.51% 653.17 652.77 RCP ....-gi'-,•,-,• ,-i'." .:.'fie �' ` \ - r /,� sFD ..� ` , `\ _ r _'- - r - ' /, r: Y0.8 0.00 0.90 5.0 74 DI-3B CG6 4 883.75 - ' '.'.' (•Y`?`?`?"rs�l` Y... ;�.'.; .'. � � � - -_" ..-r.'.'.<.-' .........�. - ____ ______ -_-_-_ _ ___ _ _ _ r , � F ,� r' fir;' \ \i..:. YD-8A 0.04 0.60 5.0 ....' ... .. a it �" j(/- � .. 73 30 55.96 0.57% 652.67 652.35 RCP I �\,'.'.'.'.'.. �' ,o." � \ k -_ _ / \ / ",. .. �., - .. 72B D"13 CG6 6 883.00 I" / �.. .. ,+era .' / _ %C '�"- " r ,rl 'y\ "° YD-8B 0.11 0.60 6.0 �n ..�'-'- \ - - - \ �� Y0.9 0.11 0.60 6.0 72A 30 50.84 0.63% 652.25 651.93 RCP / ) .-- ... ..�...\'. a - _.-� 'Ir , ': *�- " , i \ a, F- r / LOT�/7. r � ". .. ,.•.. .•.'�.•.'.'.•�•.'.\'..•.'.. 'v r _ r r v R e lA r r r /, i Y0.9A 0.11 0.60 6.0 1 72 DIJB cG6 s 66350 -I ';" _...: '.-.•.-.�-.'�.-.\._.... >:.. ` i\ �. - ,, _. ''- rr! 'r ':� r r �/ / ROPOSEDYARD DRAIN SYSTEM � 71 30 172.96 0.52% 651.83 650.93 RCP YD-10 0.08 0.60 6.0 \ '_ �'•` : \ a , a r r' • \ SFD LOTr�79 IJB CG6 6 ss3.7s ' ' }-•;•;•: •;•; •l,`\�\- � a <; -, ' � � / / � �• ILOI Y0.10A 0.08 0.60 6.0 7oF D --- -----.O' �.,iL, - r ♦\� '�`\ l-era_ -:Y 70E 30 32.89 0.70% 650.83 650.60 RCP I .'.� .', S' -F°'� Y a\\ \', \ - , r,¢ tip :, /` , ' "P_` i "l ��\•� \��_ ,/ ' / \ YD-11 0.20 0.50 6.0 v 70D D"13 CG6 6 653.67 _I - - _ _ - _� - \ '.:.�.--..1.. _ - - \ a J,<:' \.,, a sa -` l ,n '� _ /' i dN' ` \�.� ♦ LOTS \\ YD-1IA 0.12 0.50 6.0 70C 30 7ssa oso% 650.50 650.10 RCP I r`�� /C\y�_ '. ).:. I. j .Y.'\%.-.:.:. \ \\, r� /r, r�-f�' rl \ / ♦ SFD YD-11B 0.14 0.50 6.0 70 D"C CG6 6 652.83 - /\ \ y'F .�'. \'.'.'. \ a •a'. ` a r' 6. r , r j / ♦ _ '\, YD-11C 0.10 0.50 6.0 G5 30 47.27 1 0.68% 1 650.00 649.68 RCP / 40B DIJB CG6 8 %3.17 1 \ I '•LII '''' `\\ `• a \ d I r '' «;):mr'. 4y/[ - -�• ��� YD-12 0.23 0.40 6.0 - ♦ - \ YD-12A 0.18 0.45 6.0 40A 30 59.85 os7% 64ss8 649.00 RCP 1V / •.G'•'-'. A. •...A-•.`-:�.: >iEXISTING STORM WATER'•'; ;,' - i r r / r ,. ; / %; �^y.. ��: ♦ �� LOT 81 YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGhi• (g) SLOPE(%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION YD6E 18' Yard Inlet 671.33 12 92.75 1.08% 668.50 667.50 HOPE YD3D 10" Yard Inlet 670.33 12 79.25 1.89% 667.50 666.00 HOPE YD6C IT Yard Inlet 669.50 12 94.67 8.45% 666.00 658.00 HOPE YDI IT Yard Inlet 662.00 12 %08 6.48% 658,00 654.17 HOPE YD6A 18' Yard Inlet 658.67 12 73.42 1.59% 654.17 653.00 HOPE YD3 12' Cleanout 658,67 12 28.67 1.74% 653.00 652.50 HOPE YD6F IT Yard Inlet 657.67 12 46.00 1.09% 654.67 654.17 HOPE RF-lA 8" Cleanout 671.83 8 171.85 2.33% 669.17 665.17 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE(%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION YOI IT Yard Inlet 670.67 12 9T04 1.03% 657.57 666.67 HDPE YQ7A 18' Yard Inlet %9.fi7 12 94.83 2.11% 666.57 664.67 HDPE YC-7 12' Cleanout 669.17 12 12.92 2.63% 664.67 664.33 HDPE YDI IT Yard Inlet 671.00 12 107.11 1.24% fifi8.00 6fi6.67 HDPE YQBB 18' Vard Inlet 577.00 12 48.77 4.10% 674.00 572.00 HDPE Y03A IT Yard Inlet 976.00 12 65.30 14.55% 672.00 662.50 HDPE YD6 12' Cleanout 666.50 12 5,21 9.60% 662.50 662.00 HDPE VD3A 18' Vard Inlet 660.50 12 112.06 2.68% 657.50 654.50 HDPE YD-9 18' Yard Inlet 657.75 12 12.53 1.36% 654.50 654.33 HDPE YD-10A IT Yard Inlet 664.83 12 67.95 2,69% 660.83 659,00 HDPE YD-10 IT Yard Inlet 663.17 12 17.88 0.84% 659.00 658.85 HDPE YD-11C 18• Yard Inlet 678.00 12 72.32 1.38% 673.00 672.00 HDPE YD-11B IT Yard Inlet 976.00 12 62.79 1.07% 672.00 571.33 HDPE YD-11A IT Yard Inlet 975.00 12 62.79 0.92% 671.33 570.75 HDPE YD-11 18• Yard Inlet 674.00 12 74.22 1.01% 670.75 670.00 HDPE YD-12B 18• Yard Inlet 686.00 12 95.00 2.11% 683.00 681.00 HDPE YD-12A IT Yard Inlet 684.00 12 68.67 7.28% 681.00 576.00 HDPE YD-12 IT Yard Inlet (00.00 12 30.33 3.56% 676.00 574.92 HDPE Cleanout 671.00 8 124.22 1.67% 66B.75 664.67 HDPE RFJ 8" Cleanout 671.00 8 93.88 2.22% 666.75 664.67 HDPE RF-4A, 8" Cleanout 670.67 8 100.64 1.41% 6E6.42 665.00 HDPE RF< 8" Cleanout 669,25 8 14.23 1.76% 6fi5.00 664.75 HDPE RF-4B 8" Cleanout 668.67 8 57.34 1.17% 865.57 665.00 HDPE RI 8" Cleanout 670.17 8 100.06 1.67% 867.17 684.50 HDPE F 8" Cleanout W7.50 8 31'91 9.40% 864.W 681.50 HDPE RF6A 8" Cleanout 567.67 8 106.35 1,57% 684.67 663.00 HDPE RF6 8" Cleanout 666.50 8 5.00 10.00% 663.00 662.50 HDPE RF6B 8" Cleanout 8 107.90 0.93% 664.50 663.50 HDPE RF-7 8 Cleanout 687.33 8 105.Sfi 1.73% 664.33 662.50 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION R. NO. CIA. (in.) LENGTH' (it) SLOPE(%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATK RFJ 8" Cleanout 668.67 8 106.75 2.97% 685.s7 662.50 HOPE RF-9 8" Cleaner 675.67 8 94.W 0.71% 672.s7 s72.00 HDPE RF-10A 8" Cleanout 667.00 8 iC9.93 2.73% 662.75 659.75 HOPE RF-10 8" Geanout 884.00 SC )TT R. LLINS Lic. No. 035791 °o� 4/4/22�� �SSIONAL OG 1 8 1T00 2.94% 658.75 658.25 HDPE RF-12A 8" Cleanout 664.25 8 126.07 0.99% 660.00 658.75 HDPE RF-12 8" Cleanout 664.25 8 19A6 2.61% 658.75 658.25 HDPE J RF-13A 8" Cleanout fi64.25 Z 8 105,56 0.94% 660.00 659.00 HDPE (] RF-13 8" Cleanout 664.00 [� 8 21.48 2.33% 659.00 658.50 HDPE Ln U� RF-14A 8" Cleanout 668.50 Z Ln W LU .--r 8 100.01 2.75% 664,50 661.75 HDPE O Z RF-14 8" Cleanout 667.00 Z g 8 45.77 4.92% 661.75 659.50 HDPE O d � W I~_ RF-14B 8" Cleanout 666.00 L>L V) J 8 11778 1.06% 663.00 661.75 HDPE Q Z LL RF-15A 8" Cleanout 666.50 LU 8 134.3a 2.61% 682.25 658.75 HDPE 8 14.20 3.52% 662.00 661.50 HDPE W Q (7 fV N C) 7 CD RF-18A 8" Cleanout 669.00 8 105,14 1,35% 664,75 663,33 HDPE RF-18 8" Cleanout 667.58 8 11.24 2.94% 663.33 663.00 HDPE T V / M \ / M T LL M 14 I O T W V^ '! `^'V 1 ' ' ` V > .. Uj y J W Q9 z J W J U_ LU /'� 0- RF-19 8"Cleanout 667.50 8 118.19 1.06% 663.25 662.00 HDPE RF-19 8" Cleanout %7.00 8 19.05 2,62% 662,00 661,50 HDPE RF-20A 8" Cleanout 668.75 8 121.06 0.76% 664.50 663.58 HDPE RF-20 8" Cleanout 667,83 8 10.75 5.40% 663.58 663.00 HDPE RF-21A 8" Cleanout 677.00 8 103.21 1.94% 672.75 670.75 HDPE RF-21 8" Cleanout 675.00 8 8.20 6.10% 670.75 670.25 HDPE RF-22B 8" Geanout 881.00 8 129.33 1.55% fi76.75 674.75 HDPE RF-22A 8" Cleanout fi79.00 8 108.83 2.53% 874.75 672.00 HDPE RF-22 8" Cleanout fi76.25 8 21.50 4.65% 872.00 671.00 HDPE RF-23A 8" Cleanout 679.25 8 100.30 2.24% 676.25 674.00 HDPE RF-23 8" Cleanout 877.00 8 37.77 6.fi2% fi74.00 671.50 HDPE RF-24B 8" Cleanout 682.67 8 137.89 2.66% 87s.s7 s7s.00 HDPE//'� RF-24A Trial 879.00 8 126.32 2.11% 676.00 673.33 HDPE RF-24 8" Cleanout 876.33 8 42.E 4.69% 673.33 671.33 HDPE J \ O \ S YD I2B 0.11 0.55 6.0 MANAGEMENT FACILITY G . ;% .' z ,__ _ �--- Sv i ♦ '. ,-...� �,; � - \ c,, I 7722CF _/_ -/•/ //�/////>/_ / ?/` -^ - _ -� v��A, / \�V\I\V),V. 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LOT , RF-6 0.00 0.90 5.0 . v KOT / I SFApi 88B DI-30 CG6 8 671.33 / �' A �� V A A .....:.: ` .n. :% - ( r r SFD RF-6A 0.05 0.90 5.0 a / / / A V A �sa, V �� // 884 15 39.67 1.00% 664.67 664.27 RCP �-/� / - \ VA A \ V A •�•...•. •:,:.:. .,�. ri I s I / RF-6B 0.05 0.90 5.0 - V�. / /¢/ A - �' \ V-AC. s2' : / // gg 8 Ul 88 DIJC CG6 6 671.33 // - \ \ \ \ \\� \ �\\\° � \ \ ��• 4a. li � ii -' I. i � � I ,o:..✓' � �` - / RF-7 0.05 0.90 5.0 I L0Y /J� //`' j/ \\_ LOT 122 .k \\ \s�,L\\�''\`• � ' " .'///j� O _ 87 15 131.33 0.56% 664,17 663.43 RCP - / \ \ \ \ \ \a� \ \ •'•' ' \ ' ' I // \ \ \ \ -.'s':•:-.-.-. 44\� i �.II - I _ _ i I \ - -- �6'O :.../ RF-8 0.05 0.90 5.0 / /` � '� \;; \� SFA/ ,.\., J iP � 86 MH - - 673.00 �_ \ ��.\ \ \� \ \ \ \ 1 '`�'•'•:•:I..1• •m: S- _ -_i.. \\9Tas- ,,'/ // / Lorsa (f� O 85 24 144.68 2.07% 663.33 660.33 RCP �- ,:..\ \ \ \ \ \ \ \ \\ \ .\. _ = - .:/ I RF-9 0.00 0.90 5.0 / / . LOT 121 �'� 't •� \''.. // � \ \ \ q\ \ a\ I '�: ::: : -.\-- I I 1 I YD-6C ✓ SFA ✓ / // / � SFA s5s ♦- \ SFA \ \ '•`?: \ i � 'r / / _ 84 DIJB CG6 B 667.08 \ \ \ \\\\ \ \ \ I -�,• \,\•\�` I� is ` `.\ \ / i�07 H8 RF-10 0.00 0.90 5.0 X / / LOT 9\9 -\\�; \ \ \ \ 'a \- 4 1 I RF-l0A 0.05 0.90 5.0 SFA L0T 120 83 24 4703 0,68% 655.75 655.43 RCP '�_ \ \ \ \ \\\\\ \ \ 'J':':':-:'::--\\. s\ ,1 �' 1 I� �. ,.,I 'I \ T f \ \ LOT 86 /// -S\I I /' SFA \ RF-IOB 0.05 0.90 5.0 . r 82 DIJB CG6 8 666.17 �� A A V �, I.. __; °____. VD-6A / --- LOT1o� - _ 81 24 26.73 0.86% 655.33 655.10 RCP m V A A \ \� A V ..?..... ... V r 1 r - , YD-66 ' �\ SFA ks> 'S1/ // T RF-I1 0.00 0.90 5.0 / s A a / aLL�11 .0 :/�: .', ✓ ma 80 yj DIJB CG6 4 665.92 �- \ \ I I V A A A\\ V A ...•..:A.•:... -' \ - E ." / ''-- - �SF - SFAS .\A•� 1 1` - \ 1 / / �\ \ } $.•. - - ROPOSEDYARDDRAINSYSTEMr /-,--- RF11A o05 090 50 79 30 69.19 0.58% 655.00 654.60 RCP \.. .. ... \ \ `1 ;. ,,•.1 1, 34B'.- YD 6 \ V //10// / RF-12 0.00 0.90 5.0 LSFA 1 // sera y \ I � / / / � I \ V A A� V A \� . ,1..:. \•.•.•�'� �� ' ' �I ' I v� sFA " / RF-I2A 0.09 0.90 5.0 78 DI-3B CG6 4 665.17 A A � - r -- - ! I - � °° ° /. YD-6F � ��' v � - // / n 3a sass o.7s% 654.W 654.25 RCP �- / /A1...A .;. •.•��.' i - ---", vv� _ / ) RF-l3 0.00 0.90 5.0 AV / ram' /�� �� v� V A V U) RF-13A 0.09 0.90 5.0 LOT 118 - •' / f v 80D DIJB CG6 8 663.50 - - / I / / I \ \ \ \ \ \ \ ' ' .. .. . L.. <+::"es v .. r / \ rs asv6 / n \ / LOT A 2 LOT 103 \ \ - \ \ envssb. ..: i �'- �'. \ '.I/.' � • � SPACE ` � 656 SFD LOT 111 r RF-l4 0.00 0.90 5.0 f .r- - /� 1 A,A- I G SFA LO 80C 15 26.02 0.58% 658.75 658.60 RCP - - - - / / i \ \ T / SFA OT 110 SFA \ I ;LL\ "' \ PROPOSED DRAINAGE DIVIDE TYP. osACREs /, sFA RF-I4A 0.05 0.90 5.0 \ \ / ( T - / \ i \ ,.,\ + / % I S LOT 104\ \ s 80B DIJC CIS 8 662.92 __ I /' _ - / / r - I I 1 `' \ \ , 1 i \ -_,„ \ '\� //' r RF-I4B 0.05 0.90 5.0 ` SFA \\ �� \ \ w ce �_\ /-iVi :..... ............ / RF-l15 0.00 0.90 5.0 0�`� �' V v LL co eoA 1s 11a.� osa% ssaso esza3 RCP I / / A I y : V a` 1 _ .', .:.. - A .. ���� 4A.�.A: Sao"��' v \ .. RF-16 0.00 0.90 5.0 /�\�1 -L� ezD DIJB ccs s 667.42 _ _ / I A F:-.-::•:..•.•.-.•. / v EC J v �. 1'.'.•-(.:. a / / v C/C q0 1AN RF-I6A 0.00 0.90 5.0 O �� FD ax 15 zzss osa% ssz7s sszso RCP / TI /, /' / I� I �.•.�.•.•..... � ;A '-A 1 '� �/ A \ / �' .� `" _s � '. A��-f 82B D48B CG6 6 fifi74z / / / / /l l I I :F:•:-:•f'. Aa �,,..,r ]: ,,. , 3�r \'@ A/// v (64•pl> - �.: RF-l7 0.00 0.90 5.0/✓..- .P� CD W 82A 15 118.48 0.70% 657.50 656.67 RCP -�� / �/ / / / / / I '.�.'.'..'.'.}.'.- 1 '1-' AA FFwI v// RF-17A 0.05 0.90 5.0 A .•�/ ,? J A 1 '.•.•.•. ✓� , ', s VA r"sssm / ( Vv RF-18 0.00 0.90 5.0 LOT115/i/ _ / � SFD- r ./ - / / .... .. ... RF-18A 0.05 0.90 5.0 / . J�'%. j �0 ... "� / / C) V 102 DIJB CG6 10 678.92 / / I I I 1 \ � I ... \-:•: � \ 1 �\ ',, / -_� � � \ \ / ` - - RF-19 0.00 0.90 5,0 --_ LOT 114101 15 105.29 0.69% 672.83 672.10 RCP RF-19A 0.06 0.90 5.0 DI3B CG6 10 SFD //•r•-• ,'-/ F- I19030 1188 s23z36...7931 011...911s56%%% s6�7o....z0s8 s6sfi98...8185 RRCCPP / A %- _VV A \J A 11 . -1/1 A \( -I \- -, G'', �.-•'!-•I:•.- •' :'.•:\:.•.::.1.• :\:.i.:''....•II:'..':J.�''.•..'.'�-.1).'' .::... .:.>...:z.0 -:.o.\.o•'\:-.•'1•.`: .. .r .V•..:' 1.�.'��...•��\.'V •..Ci'A 1:-'-� \'.�•..A:'.•:AT.•� .--\ !.;A•-A:�'V\Av.\ AA\A\\AoA\v�\ �� vA�V\vv\q\v/1t4v�ee\ea:c-raX�-dv' ��3 \�cp�\-sa\tes,e`^\•�� RRFE--2250A 00..0005 0.90 55..0 0 `♦• -I -- II I i �I�/ '/ -�'G•- I', '.:•�.•.I'oti'P/AF'3• fa/'��Y./ /.�- /- /I - ' /// / / / / //,//_ / / / / / U 99 15 65.86 1.37% 672.00 671.10 RCP ss.0o98 D8B CG6 a -20A 0.06 0.90 5.0 1 = LLI w °r•v RF LOT 113RF-21 00sF/ / W 97 15 53.46 0.75% 671.D0 s70.60 RCP s dRF-21A 005 0909s Dac cG6 a x -/ A VARF-22 0.00 0.9095 18 20.19 0.75% 870.50 670.35 RCP fiso 30 0 94 FF°RF-22A 0.06 0.90 5.0 JOB NO. RF-22B 0.06 0.90 50 rs, 926D"13 cG6 a 674.0e ,�AqaEi 112066 RF-23 0.00 0.90 5.0 RF-23A 0.05 0.90 5.0 IFE SCALE E92 181/6 RF-24 0.00 0.90 5.0 g0 r 45B687568833 CP f. / CG6 xF s.o av -24A0.06 0.9o90ARF-24B 0.06 0.90 5.0SHEET NO.FFI is s67.zs fcG6 -25 sa 77 6624 700686.87 18 5.0090 n� Desire same Year= 10 Design Year. 10 Project: ( nbmok2B Rb4: 112066 Prepared by: AAA., PE - I . - INLETS IN SUMP DESIGN CURB SPREAD AND INLET SPREAD AND DEPTH Intensity 8.5E (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter _ Z v - e S . _ z. 3� a� z o q 9 IQ- s d' �$ < � � Is � � a m � A a J Ian 0.05 0.fi0 O.Ow 0.2E O.w 0.20 O.wID 0.020E 2.0 0.0833 4.16w 5.58 rgM 0.0] O.fiO 0.042 0.2] O.w 0.27 O.w10 0.020E 2.0 0.0833 4.1fiw 6.31 38 3C 6.0 combined flow D.5 left 0.11 0.]0 O.OT] 0.5E O.w 0.5E O.w10 0.02w 2.0 0.0833 4.16w ].82 r®M 0.11 0.]0 O.OT] 0.5E O.w 0.5E O.w10 0.02w 2.0 0.0833 4.16w ].82 44D 3C B.0 combinetlfbw 1.0 left 0.16 0.55 0.088 0.57O.w 0.5] O.w10 0.02w 2.0 00833 4.16w 8.33 right 0.14 0.55 0.0T] 0.5E O.w 0.50 O.w10 0.0200 2.0 00833 4.165E 7.82 44F 3C 8.0 combinedfbw 1.1 left 0.09 O]5 0.088 OA4 OW 0.44 O.w10 0.02w 2.0 00833 4.16w ].54 r®M 0.% 0.]5 O.Ow 0.38 O.w 0.39 O.w10 0.02w 2.0 0.0833 4.16w ].21 w 3C 8.0 combinetlflow 0.8 left 0.% 0.]5 0.045 0.28 O.w 0.29 O.w10 0.02w 2.0 0.0833 4.18w 8.48 rbM O.W O]5 0.053 0.34 O.w 0.34 O.w10 0.02w 2.0 0.0833 4.18w 6.86 50B 3C 8.0 covhinedfbw, 0.8 left 0.2E 0.8E 0.12E 01, O.w 0]8 O.w10 0.02w 2.0 0.0833 4.165E 9.36 rgM O.w 0.6E O.1.1] O.w 1.1] O.0.02w 2.0 0.0833 4.165E 10.89 54 3C 10.E co�rtinatltbw 2.0 left 0.19 0.8E 0.152 0.99 O.w 0.99 O.w10 0.02w 2.0 OOw3 4.16w 1022 rgM 0.1] 0.8E 0.136 0.88 O.w 0.88 O.w10 OE2OD 2.0 0.003 4.16w 9.81 54B 3C t0.0 colrbinetlfbw 1a loft 0.% 045 002] 0.18 O.w 0.18 0.001E OMOO 2.0 00833 4.165E 5,35 r®M O.% 0.45 0.0% 023 O.w 0.23 O.w10 0.020E 2.0 00833 4.16w 5.88 62 3C 6.0 combinetlfbw 0.4 O.w 0.75 0.068 0.44 O.w 0.44 O.w10 0.02w 2.0 0.0833 4.16w 7.54 r®M 0.05 0.75 0.038 0.24 O.w 0.24 O.w10 0.02w 2.0 0.0833 4.165E 6.05 It.' 70 3C 6.0 combined flow 0.7 E left 0.16 0]0 0.112 0.]3 0.08 0.81 O.w10 0.02w 2.0 0.0833 4.165E 9.48 r" M 0.1E 0.]0 0.0]0 0.48 O.Ofi 0.51 O.w10 0.02w 2.0 0.0833 4.165E ].85 ]OB 3C 10.E combinetl flow 1.3 0.43 0.0E 0.43 0.001E 0.02w 2.0 0.0833 4.185E ].48 left 0.11 0.6E 0.0212 rill. 0.11 0.6E 0.0% 0.43 000 0.43 O.w10 0.02w 2.0 0.0833 4.185E ].48 ]2B 3C 6.0 combined flow 08 left 0.% 0]5 O.Ow 0.39 0.0E 0.39 O.w10 0.02w 2.0 0.0833 4.185E ].21 rght 0.Ea 0.]5 0.045 0.29 EOO 0.29 0.001E 0.02w 2.0 0.0833 4.185E 6.48 ]2F 3C 6.0 combined flow 0.] left 0.% 030 0048 031 O.w 031 0.02w 0.02w 2.0 00833 4.1fiw 3]8 rOM 0.% 030 0048 031 0.09 OAO .10E 0.02w 2.0 00833 4.1fiw 4.16 ]6D 3C 8.0 combinedflow 0] left O.D2 035 001] 0.11 O.w 0.11 Ow10 0.020E 2.0 00833 4.1fiw 450 rqM OW 0.85 O.ow 0.38 O.w 039 0001E 0.020E 2.0 00833 4.16w ].19 80B 3C 8.0 conbinetlfbw 0.5 left 0.02 0]0 0014 008 O.w 008 0001E 0.020E 2.0 00833 4.165E 4.18 rgM 0.1E 0]0 00]0 048 0.0E 046 0001E 0.020E 2.0 00833 4.165E ].64 88 3C 6.0 colrbinetlfbw OS loft 0.18 0.6E 0.114 0.]4 O.w 0]4 O.w10 0.020E 2.0 0.0833 4.16w 9.18 r®M 0.16 0.6E 0.0% 0.62 000 0.62 O.w10 ME 2.0 0.0833 4.1650 8.60 88B 3C 8.0 cmrbined flow fA left 0.04 0.65 0.026 0.1] O.w 0.17 0020E 0020E 2.0 0020E 1722 3.01 r®M 0.05 0.65 0.033 0.21 O.w 0.21 0020E 0.020E 2.0 0020E 1.ww 3.9 92 3C 6.0 combinedflow 04 loft 0.12 0.6E 0.0]2 0.4] O.w 0.47 0.001E OMOO 2.0 0.0833 4.165E ].]2 rgM 0.03 O.fiO aOla 0.12 O.w 0.12 O.w10 0.02w 2.0 0.%33 4.1fiw 4.59 96 3C 80 combinedflow 0.6 Inlet 0 NS g 2 8 E v v 0.08 0.167 0.11 0.245 0.12 0.258 0.10 0.216 0.08 0.180 0.16 0.343 0.15 0.334 0.0] 0.153 0.1E 0.215 0.12 0.264 0.11 0.25E 0.1E 0.215 009 0.195 O.W 0.153 0.08 0.185 0.14 0.301 0.0] 0.148 008 0171 Y . � 3.83 fi.w Maximum allowable s sad-]' P fi.6T Maximum allowable speatl=]' C96 Maximum allowable speed 18.2F 0.13 Maximum allowable speatl=8.26' 7.88 Maximum allowable speatl=12' ].fib Maximum allowable speatl=l2' 3.w Maximum allowable speatl=]' C92 Maxim um allowable a peatl=8.26 6.06 Maximum allowable apeatl-8.26' fi.]4 Maximum allowable speed =8.26' 4.92 Maximum allowable speatl=8.26 4.47 Maximum allowable speatl=l2' 3.61 Maximum allowable speatl=l2' 6.26 Maximum allowable apeatl=l2' 6A9 Maximum allowable apeatl=l2' 9.39 Maximumallowableapead=6 392 Maximum allowable speatl=]' o� LT H SCOTT R. LLINS Z Lic. No. 035791 ° 4/4/22 �� ZONAL E Z O0 F�1 u > W z () F W 0 V 1V '-I Ce J � CO E- H 1 z o- Ln a Z ELI Q N N 0 O L9 T/�� VJ A� 1 _ M z M N M 01 Nt I N WMO N N W W J J - �> /�// W H � O J z W= U I = 1 1` 11 1 L.LI w //� v, K 1..� 0 9''� C• 3 �/ UN z w �� U) J Q z a� a1 LL 1 � '-' �� w G/1 \ M / J J �� � O O LL L 1� O O CO I I I aaaa•aa "^/ V F LU " d Ln z O Q J D 1 1 J V w 7 L Q W ���������WITKMIIIKXMZ����� �OB NO. 112066 SCALE N/A SHEET NO. 19 ������������®' ' ®®mom �0���������®�®gym® �®��������®�®®gym® ���������®�®�®gym® �_�_�_ �_ �_�_�_�_�_�_®_�_�_®gym®_ -©--�-��-���®®gym® -©--�-��-®' ®®' ®®gym® �0����������®®gym® �0����������®' ®gym �_�_�_ �_�_�_�_�_�_�_�_©_®_®gym®_ �®�������®®��®gym® 0' -®®' ®®®®®��---��- 0��m.®®®®®������m� �0����������®®®mom �®�����������®gym® -©--�-��-����®gym® -®--�-��-®' � '® "®®®mom -®--�-��- '®"®" � "®' ®gym '®' -®--�-��-®���®gym® -®--�-��-��®�®gym®' -®--�-��-��®®®gym®' ®-�-��-�-®mom '®®®��®®��� 1 • I 1 1 . 1 �-�-��-�-®®�® '®' ®'® '®mom '® -�-��-�-®®®®��®®mom ©-�-��-�-®�®��©�®mom ®� o��-��-m-��®mom©o®m���� ���-��-m-®®®moo®m��� • :< 1 1 -�-��-�-�--� ' ' 00®mom " �� 0��-��-�-��m®�®®®mom � �� .. I I 1 1 1.: 1 11 :• 1.1 1111 1 ���-��-m-�--m ' ' oo®mom " ���-��-m-�--m 111 oo®mom 111 "®' ®' ®® 1 1 11 m® o��-��-m-®��m®oo®mom 0' -�-��-�-®®® '®'. '®° 00 '®mom®� '®�0' ® 1 1. �m®---------{1-{�1aate�_-- • I 1 STRDCTrmF DRAINAI� D (BJ) FLOW TYPE IMEf TYkE ARFA z (Pr ) PFRENEIFR E"D A ( 9F3) AC C I (04 ) Oft Q CFa ( ) 54D DI-7 6.0E 12.8E 2.89 0.4E 4.0E 4.62 2.9 WEIl2FLOW 54D DI-7 6.0E 12.8E 2.89 0.4E 6.5E 7.51 4.0 ORIFICE FLOW S4D DI-7-SO%clogged 3.0E 6.4E 2.89 0.4E 4.0E 4.62 4.0 ORIFICE FLOW S4D DI-7-SO%clogged 3.0E 6.4E 2.89 0.4E 6.5E 7.51 4.0 ORIFICE FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.0E (Intensity is 4 in/hr for spread, and 6.5 iNhr for capacity and depth) Mannings Coeficient, n is 0.013 Inlet Hydrology Curb and Gu INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.5E (Intensity is 4 iNhr for spread, and 8.5 in/hr for capacity and depth) Mannings CoelficieM, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Q ° � 3 O 5 " > 3 O N � $ d ti U O o o 3 s - 3 C e m � - � - 5 �' rn vi in � � � f w° .2 m 5 S 4 � - y �. 3n .`f rya > e � rn �& � 2' � in - � lu O O ,°e 32 3B 12.E 0.22 0.15 0.185 1.0] O.w 1.0] 0.05]3 0.020E 2.0 0.0833 0.i8w 4.9d 0.88 3.5192 O.1d86 0.14% 10.98 1.18 t.w 1.0] O.w 34B 3B 10.E 0.25 0]O 0.115 1.14 O.w t.td 0.02]0 0.020E 2.0 0.0833 4.16w 5.81 Obt 3.5192 O.1d86 0.1388 8.88 1.13 t.w 1.14 O.w 3a 3B 10.E 0.21 0.]O 0.14] 0.% O.w 0.% 0.02]0 O.OZIXI 2.0 0.0833 4.i6w 5.4/ 0.84 3.5182 O.1d86 0.1432 8.06 1.24 t.w 0.% O.w 34B 3B 10.E 0.25 0.]O 0.1 ]5 1.14 0.0E 1.14 002]O O.OZw 2.0 0.0833 4.i6w 5.81 Obt 3.5192 0.1466 0.1388 8.88 1.13 t.w 1.14 O.w % 3B 10.E 0.1fi 0.]0 0.112 O.]3 0.0E O.Y3 00411 0.020E 2.0 0.0633 4.i6w 4.54 Oa0 3.5192 0.1466 0.152E ].88 1.2] i.w 0.]3 O.w 38B 3B 12.E 0.42 090 0.294 1.91 0.0E 1.91 0.020E 0.020E 2.0 0.0833 4.i6w ].4] 0.]1 3.5192 0.146fi 0.1241 10.I8 1.11 1.w 1.91 O.w 380 3B 14.E 0.33 0.]0 0.231 1.w 0.0E 1.w 005]3 0.020E 2.0 0.0833 4.ifiw 5.w 034 3.5192 0.146fi 0.1432 12.24 1.14 i.w i.w O.w 40 3B 8.0 0.21 0]5 0.158 1.@ 0.0E 1.02 0010E 0.020E 2.0 0.%33 4.18w 8.]3 0.]] 3.5192 0.1486 0.1328 fi.46 1.24 i.w 1.02 O.w 40B 3B 8.0 0.2E 0]5 0.iw 0.% 0.0E 0.% 0.0145 0.020E 2.0 0.%33 4.i8w 8.16 0.81 3.5192 0.1486 0.1388 fi.89 1.16 i.w 0.% O.w 44 3B 6.0 0.11 0]5 0.083 0.54 0.0E 0.59 0.02w 0.020E 2.0 0.%33 4.i8w 4.8/ 0.% 3.5192 0.1486 0.152E fi.w 1.W i.w 0.54 O.w 46 3B 4.0 0.% 0.)O 0.042 0.2] 0.0E 0.2] O.Otw 0.02w 2.0 0.0833 4.i8w 4.1E OP4 3.5192 O.id86 0.15]8 9.94 1.2E i.w 0.2] O.w 48 3B B.0 0.16 0]O 0.112 0.73 0.0E 0.]3 0.0125 0.02w 2.0 0.0833 0.i8w 5.88 Ob4 3.5192 O.1d86 0.1432 fi.]2 1.05 t.w 0.13 O.w 52 3B B.0 0.12 0.1E 0.084 0.55 0.0E 0.55 0.0125 0.020E 2.0 0.0833 0.i8w 5.1E 0.88 3.5192 O.1d86 0.14% 6.96 1.21 t.w 0.55 O.w 52B 3B 8.0 0.f0 0.1E O.OlO 0.46 0.0E 0.48 0.0125 0.020E 2.0 0.0833 4.i6w 4.]6 0.9E 3.5192 O.1d86 0.152E 6.69 1.32 t.w 0.48 O.w 58 3B 8.0 0.12 0.]O 0.084 0.55 0.0E 0.55 0.0315 0.020E 2.0 0.0833 4.i6w 4.2B 0.82 3.5192 O.td66 0.1402 6.]7 1.18 t.w 0.55 O.w %B 3B 18.E 1.% 0.4E 0.42E 2.16 0.0E 2.]8 0.0315 0.020E 2.0 0.0833 4.i6w ].8] 0.6] 3.5192 0.1466 0.11w 14.81 1.% i.w 2.]8 O.w 58 3B 8.0 0.09 O.]5 O.Ow 0.44 0.0E 0.44 0.0315 0.02c0 2.0 0.0633 4.i6w 3.% Ea5 3.5192 0.1466 0.15% 6.I2 1.% i.w 0.4A O.w w 3B 8.0 D.% 0.]5 0.045 0.29 0.0E 0.29 O.OZw 0.020E 2.0 0.0833 4.i6w 3.w Oa6 3.5192 0.1466 0.16% 4.18 1.43 i.w 0.29 O.w wa 3a eo D.z3 0.4D O.Osz D.w 0.0E D.w D.ozw D.azco zo o.os33 4.165E 4.83 Dal 3.s1s2 D.14ss o.1534 6.a2 1.IX1 i.w D.w D.w 64 3B d.0 D.D] O.w 0.035 0.23 0.0E 0.23 0.0235 0.020E 2.0 0.0833 4.ifiw 3.% Oa8 3.5192 0.1466 0.iw] 3.81 1.D2 i.w 0.23 O.w 64B 3B d.0 D.OS 0.65 0.033 0.21 0.0E 0.21 0.0235 0.@00 2.0 0.0833 4.ifiw 3.1] 0.% 3.5192 0.1466 0.ifi52 3.]] 1.% 1.w 0.21 O.w % 3B 8.0 0.05 0.65 0.033 0.21 000 0.21 0.00.5] 0.020E 2.0 0.0833 4.1fiw 2.w 0.% 3.5192 0.1466 0.1fi52 0.61 1.w 1.w 0.21 O.w 68 3B 8.0 0.14 0.]5 0.105 0.68 0.0E O.w 0.0355 0020E 2.0 0.0833 4.1fiw 4.% 0.91 3.5192 0.14fi6 0.1534 ].31 1.1E 1.w 0.68 O.w BBB 3B 10.E p,21 p,]5 0.158 1.02 0.0E 1.02 0.0355 0020E 2.0 00833 4.1fi50 5.31 0.8] 3.5192 0.14% 0.14]6 8.8] 1.13 1.w 1.02 O.w ]OD 3B 8.0 O.% 0.]5 O.Ow 0.38 O.w 0.38 0.0141 0020E 2.0 00833 4.16w 4.39 0.% 3.5182 0.14% 0.1584 4.91 1.39 1.w 0.39 O.w ]OF 3B 8.0 0.18 O.w O.O% 0.59 O.w 0.58 O.Otdt 0.020E 2.0 0.0833 O.18w 5.11 0.88 3.5192 O.1d86 0.14% 6.28 1.14 t.w 0.58 O.w ]2 3B 8.0 0.15 O.w O.O% O.SB O.w 0.58 0.0112 0.02w 2.0 0.0833 4.i6w 5.9d Ob] 3.5192 O.1d86 0.14]8 6.98 1.21 t.w 0.58 O.w ]2D 3B 8.0 0.f0 0.]O O.O]O 0.46 0.0E 0.48 0.0112 0.020E 2.0 0.0833 4.i6w 4.86 0.88 3.5192 O.td% 0.1505 4.41 1.% t.w 0.48 O.w ]4 3B d.0 0.04 O.]0 0.028 0.18 0.0E 0.18 O.OZw 0.020E 2.0 0.0833 4.i6w 3.OB 0.99 3.5192 0.14% 0.1652 3.36 1.18 i.w 0.18 O.w ]fi 3B d.0 0.03 O.w 0.02E 0.16 0.0E 0.16 0.031E 0.020E 2.0 0.0633 4.i6w 2.w Oa9 3.5192 0.14% 0.1652 3.61 1.11 i.w 0.1fi O.w ]fiB 3B 8.0 0.19 0.85 0.162 1.05 0.0E 1.05 0031E 0.020E 2.0 0.0833 4.ifiw 5.49 035 3.5192 0.1466 0.1446 8.I1 0.92 i.w 0.98 0.08 ]BD ]8 3B d.0 D.OS O.w O.Ow 0.2E 0.0E O.ZO 0010E 0020E 2.0 0.0833 4.ifiw 3.61 Oa] 3.5192 0.146fi 0.1622 2.85 1.4E i.w 0.2E O.w w 3B d.0 D.% O.w 0.048 0.31 0.0E 0.31 0.010E 0020E 2.0 0.0833 4.ifiw 4.31 0.% 3.5192 0.146fi 0.1564 3.58 1.13 i.w 0.31 O.w w0 3B 8.0 0.21 O.w 0.168 1.% 0.0E 1.09 0020E 0020E 2.0 0.0833 4.ifiw fi.05 0.81 3.5192 0.1466 0.1388 ].96 101 i.w 1.% O.w 82 3B 8.0 0.21 0.]5 0.158 1.w O.w 1.02 O.Otw 0.020E 2.0 0.0833 4.ifiw fi.Y3 0.]] 3.5192 0.14% 0.1329 8.46 124 i.w 1.01 O.w 82B 3B 8.0 0.1E 0.]5 0.0]5 0.49 O.w 0.49 O.Otw 0020E 2.0 0.0833 4.1fiw 5.09 0.88 3.5192 0.14fi6 0.14% 4.41 13fi 1 W 0.49 Ow 82D 3B 8.0 p,18 O.w 0.114 0.]4 O.w 0.]4 O.Otw 0.@00 2.0 0.0833 4.1fi50 5.% 0.81 3.5192 0.14fi6 0.1388 fi.49 1.09 1.w 0.]4 O.w 84 3B B.0 0.1] 0.% 0.111 0.]2 O.w 0.]2 0.031E 0.02w 2.0 0.%33 4.16w 4.]8 0.% 3.5192 0.1468 0.152E ].21 1.11 1.w 0.]2 O.w % 3B 10.E 0.21 0.]5 0.158 1.rQ O.w 1.02 0.0281 0020E 2.0 0.%33 4.16w 5.54 0.85 3.5182 0.1466 0.1446 8.97 1.2E 1.w 1.02 O.w %B 3B 12.E 0.% 0.% 0.228 1.48 O.w 1.48 0.0281 0 E200 2.0 0.%33 4.18w B.% 0.]8 3.5182 0.146fi 0.1344 10.2E 1.18 1.w 1.48 O.w 82B 3B d.0 0.05 0.55 0.028 0.18 O.w 0.18 0.02w 0020E 2.0 0.%33 4.18w 3.W 0.% 3.5182 0.1466 0.1652 9.96 1.18 i.w 0.18 O.w 94 3B 8.0 0.26 O.w 0.1% 1.01 O.w 1.01 O.OWS 0020E 2.0 0.%33 4.18w ].% 0.]4 3.5192 0.1468 0.1285 fi.02 133 100 1.01 O.w % 3B 8.0 0.18 O.w 0.1% 0.]11 O.w O.]0 0.01]5 0.020E 2.0 0.0833 4.i6w 5.% Oa] 3.5192 0.14% 0.14]6 6.12 1.31 i.w 0.]0 O.w iw 3B 10.E 0.29 0.65 0.189 1.23 O.w 1.23 O.w]5 0.020E 2.0 0.0833 4.ifiw 5.62 035 3.5192 0.14% 0.1446 9.84 1.01 i.w 1.23 O.w 101 3B 10.E 0.28 0.]0 0.1% 1.z] O.w 1.2] 0.03w 0.020E 2.0 0.0833 4.ifiw 5.9E 033 3.5192 0.14% 0.141] 9.47 1.% i.w i.z] O.w INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.0E (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depM) Mannings Coeficient, n is 0.013 Inlet Hydrology Curb and Gu STRIILTIIRE DRAINA[8 D PM Ffnw ayrE 1n7.Er TwE AREA (F3") PEBEv�TER (FT) w fwcaasl c 1 Eb'Ma) Q <eFsO YD-6A l8"Nybphsl Yard Inlet 0.59 30.25 O.1S 045 4.0E 0.27E 0.25 WEIR FLOW YD-6A l8"Nybph9 Yard ln'et 0.59 30.25 O.1S 045 6.5E 0.439 0.34 WEIR FLOW YD-6A l8"Nybphs[Yard Inlet-50%do0�ged 0.3E 15.13 Ol5 0.45 4.0E 0.27E 0.39 WEIRFLOW YD-6A l8"Nybphs[Yard Inlet-50%cb�ed 0.3E 15.13 Ol5 0.45 6.5E 0.439 0.92 WEIRFLOW YD-6B l8"NybplaM Yard lnh[ 0.59 30.25 Ol4 0.45 4.0E 0.252 0.24 WEIRFLOW YD-6B l8"NybplaM Yard Inlet 0.59 30.25 Ol4 0.45 6.5E 0.41E 0.33 WEIR FLOW YD-6B l8"Nybph3[Yard Inlet-50%doffed 0.3E 15.13 Ol4 0.45 4.0E 0.252 0.38 WEIR FLOW YD-6B l8"NybpbslYmd Inlet -SO%clogged 0.3E 15.13 Ol4 0.45 6.5E 0.41E 0.8E WEIR FLOW YD-6C 18"Nybp]eM Yard Wet 0.59 30.25 0.11 0.45 4.0E 0.198 0.2E WEIR. FLOW YD-6C 18"NybplaM Yard Wet 0.59 30.25 0.11 0.45 6.5E 0.322 0.26 WEDi FLOW YD-bC l8"Nybplest Yard Wet-50%cb�ed 0.3E 15.13 0.11 0.45 4.0E 0.198 0.32 WED2 FLOW YD-bC l8"Nybpbsl Yard Wet-50%cb�ed 0.3E 15.13 0.11 0.45 6.5E 0.322 0.49 WEIR FLOW YD-6D l8"NybphM Yard Inlet 0.59 30.25 0.09 0.3E 4.0E 0.108 0.13 WEIR FLOW YD-6D l8"Nybphsl Yard Wet 0.59 30.25 0.09 0.3E 6.5E 0.176 0.19 WEIR FLOW YD-6D IS"Nybphst Yard Wet-SO°/cb�ed 0.3E 15.13 0.09 0.3E 4.0E 0.108 0.21 WEIR FLOW YD-6D IS"Nybphst Yard Wet-SO%cb�ed 0.3E 15.13 0.09 0.3E 6.5E 0.176 0.3E WEIR FLOW YD-6E IS"Nybphsl Yard Wet 0.59 30.25 0.29 0.4E 4.0E 0.464 0.36 WEIR FLOW YD-6E IS"Nybphsl Yard Wet 0.59 30.25 0.29 0.4E 6.5E 0.754 0.68 WEIR FLOW YD-6E IS"Nybphst Yawl Wet-SO%cb�ed 0.3E 15.13 0.29 0.4E 4.0E 0.464 1.03 WEIR FLOW YD-6E IS"Nybphst Yard Wet-SO%cb�ed 0.3E 15.13 0.29 0.4E 6.5E 0.754 2.71 WEIR FLOW YD-6F l8"Nybphsl Yard Wet 0.59 30.25 0.23 0.45 4.0E 0.414 0.33 WEIRFLOW YD-6F l8"Nybphsl Yard Wet 0.59 30.25 0.23 0.45 6.5E 0.673 0.54 WEIR FLOW YD-6F 18"Nybplast Yard Wet-SO%cb�ed 0.3E 15.13 0.23 0.45 4.0E 0.414 0.82 WEIRFLOW YD-6F 18"Nybplast Yard Wet - SO%cbgged 0.3E 15.13 0.23 045 6.5E 0.673 2.16 WEIRFLOW YD-7A 18"NybplaM Yard Inlet 0.59 30.25 0.18 0.6E 4.0E 0.432 0.34 WEIRFLOW YD-7A 18"NybplaM Yard Inlet 0.59 30.25 0.18 0.6E 6.5E 0.702 0.59 WDR FLOW YD-7A 18"Nybpla6l Yard Wet-50%cbpged 0.3E 15.13 0.18 0.6E 4.0E 0.432 0.89 WDR FLOW YD-7A 18"Nybpla6l Yard Wet-50%cbpged 0.3E 15.13 0.18 0.6E 6.5E 0.702 2.35 WDR FLOW YD-7B 18"NybplaM Yard Inlet 0.59 30.25 0.12 0.5E 4.0E 0.24E 0.23 WDR FLOW YD-7B 18"N b IaM Yard lnh[ Y P 0.59 30.25 0.12 0.5E 6.5E 0.39E 0.32 WDR FLOW YD-7B 18"Nybpla6l Yard Wet-50%cbgged 0.3E 15.13 0.12 0.5E 4.0E 0.24E 0.36 WDR FLOW YD-7B 18"Nybpl9st Yard Inlet 50%cbgged 0.3E 15.13 0.12 0.5E 6.5E 0.39E 0.73 WDR FLOW YD-7C 18"NybplaM Yard lnh[ 0.59 30.25 0.22 0.45 4.0E 0.396 0.32 WDR FLOW YD-7C 18"NybplaM Yard lnh[ 0.59 30.25 0.22 0.45 6.5E 0.644 0.49 WDR FLOW YD-7C 18"Nblest Yard Inlet 50%cb Y P clogged 0.3E 15.13 0.22 0.45 4.0E 0.396 0.75 WDR FLOW YD-7C 18"Nybplest Yard Inlet 50%cb�ed 0.3E 15.13 0.22 0.45 6.5E 0.644 1.98 WEIR FLOW YD-8A 18"NybplaM Yard lnh[ 0.59 30.25 0.04 0.6E 4.0E 0.096 0.12 WDR FLOW YD-8A 18"NybplaM Yard lnh[ 0.59 30.25 0.04 0.6E 6.5E 0.156 0.17 WEIR FLOW YD-8A 18"Nybplest Yard Inlet 50%cb�ed 0.3E 15.13 0.04 0.6E 4.0E 0.096 0.2E WEIR FLOW YD-8A 18"Nybplest Yard Inlet 50%cb�ed 0.3E 15.13 0.04 0.6E 6.5E 0.156 0.27 WDR FLOW YD-8B l8"NybplaM Yard lnh[ 0.59 30.25 0.07 0.6E 4.0E 0.168 0.18 WDR FLOW YD-SB 18"Nybplasl Yard Wet 0.59 30.25 0.07 0.6E 6.5E 0.273 0.25 WEIR FLOW YD-SB 18"Nybplast Yard Wet-SO°/cb clogged 0.3E 15.13 0.07 0.6E 4.0E 0.168 0.29 WEIR FLOW YD-SH 18"Nybplast Yard Wet-SO°/cb clogged 0.3E 15.13 0.07 0.6E 6.5E 0.273 0.4E WIg2 FLOW YD-9 18"Nybphst Yard Inlet 0.59 30.25 0.11 0.6E 4.0E 0.264 0.24 WEIR FLOW YD-9 18"Nybplas[Yard Inlet 0.59 30.25 0.11 0.6E 6.5E 0.429 0.34 WEIR FLOW YD-9 18"Nyb hst Yard Efet -SO%cb clogged 0.3E 15.13 0.11 0.6E 4.0E 0.264 0.39 WEIR FLOW YD-9 18"Nyb Est Yard Wet-SO°/cb 0.3E 15.13 0.11 0.6E 6.5E 0.429 0.86 WID2 FLOW Y69A 18"Nybphst Yard Inlet 0.59 30.25 0.11 0.6E 4.0E 0.264 0.24 WEIR FLOW Y69A 18"Nybplast Yard Inlet 0.59 30.25 0.11 0.6E 6.5E 0.429 0.34 WEIR FLOW Y69A IS"Nybphct YaN Inlet - SO°/cb clogged 0.3E 15.13 0.11 0.6E 4.0E 0.264 0.39 WEIR FLOW Y69A IS"Nybplas[Yard Inlet - SO%cbgged 0.3E 15.73 0.11 0.6E 6.5E 0.429 0.88 WEIR FLOW YD-10 18"Nyb les[Yard Inlet 0.59 3025 0.08 f1.fi0 4.0E 0.192 0.2E WEIR FLOW YD-10 18"Nyb hs[ Yard inlet 0.59 30 25 0.08 fl h0 6.6E f1312 0.27 WEIR FLOW YD-10 I8"Nyb last Yard Inlet -SO%cb ed 0.3E 15J3 0.OS fl fi0 4.0E f1192 0.31 WEIR FLOW YD-10 IS"Nyb lest Yard inlet -SO%cb ed 0.3E 15J3 0.OS f160 6.6E 0312 0.46 WEIR FLOW YD-l0A 18"Nyb bs<Yard lnbt 0.59 3f1.25 0.08 0.6E 4.0E 0.192 0.2E WEIR FLOW YD-l0A 18"N b bs<Yard lnbt Y 0.59 3f1.25 0.08 0.6E 6.5E 0.312 0.27 WEIR FLOW YD-l0A IS"N b last Yard inlet -SO%cb clogged Y P €B 0.3E 15.13 0.08 0.6E 4.0E 0.192 0.31 WEIR FLOW YD-l0A IS"Nybplest Yard inlet -SO%clogged 0.3E 15.13 0.08 0.6E 6.5E 0.312 0.46 WEIR FLOW YD-11 l8"Nybplast Yard Inlet 0.59 30.25 0.2E 0.5E 4.0E 0.40E 0.32 WEIR FLOW YD-11 18"Nybplasl Yard Inlet 0.59 30.25 0.2E 0.5E 6.5E 0.65E 0.5E WEIR FLOW YD-11 18"N b hsl Yard lnbt-50%cb Y P � 0.3E 15.13 0.2E 0.5E 4.0E 0.40E 0.76 WEIR FLOW YD-11 18"Nybphsl Yard Ldet-50%cbgged 0.3E 15.13 0.2E 0.5E 6.5E 0.65E 2.02 WEIR FLOW YD-11A 18"NybplaM Yard Wet 0.59 30.25 0.12 0.5E 4.0E 0.24E 0.23 WEIR FLOW YI}11A 18"Nybp]eM Yard Wet 0.59 30.25 0.12 0.5E 6.5E 0.39E 0.32 WEIR FLOW YI}11A 18"Nybplesl Yard Wet-50%cb�ed 0.3E 15.13 0.12 0.5E 4.0E 0.24E 0.36 WEIR FLOW YI}11A 18"Nybplesl Yard Wet-50%cb�ed 0.3E 15.13 0.12 0.5E 6.5E 0.39E 0.73 WEIR FLOW YI}11H 18"N b last Yard Wet Y P 0.59 30.25 0.14 0.5E 4.0E 0.28E 0.25 WEIR FLOW YI}11H IS"Nybphsl Yard Wet 0.59 30.25 0.14 0.5E 6.5E 0.455 0.35 WEIR FLOW YD11H 18"Nybphst Yard Wet-50%cb�ed 0.3E 15.13 0.14 0.5E 4.0E 0.28E 0.4E WEIR FLOW YD-11H 18"Nybpbsl Yard Wet-60%cb�ed 0.3E 15.13 0.14 0.5E 6.5E 0.455 0.99 WEIR FLOW YD-11C 18"Nybplasl Yard Wet 0.59 30.25 0.1E 0.6E 4.0E 0.20E 0.2E WED2 FLOW YD-11C IS"Nybphsl Yard Wet 0.59 30.25 0.1E 0.5E 6.5E 0.325 0.28 WEU2 FLOW YD-11C IS"Nybphst Yard Wet-SO°/cb�ed 0.3E 15.13 0.1E 0.6E 4.0E 0.20E 0.32 WEIR FLOW YD-11C IS"Nybphst Yard Wet-SO%cb�ed 0.3E 15.13 0.1E 0.6E 6.5E 0.325 0.5E WEIR FLOW YD-12 IS"N b hsl Yard Wet Y P 0.59 30.25 0.23 0.4E 4.0E 0.368 0.31 WEIR FLOW YD-12 IS"Nybphsl Yard Wet 0.59 30.25 0.23 0.4E 6.5E O.S98 0.43 WEIR FLOW YD-12 IS"Nb hst Yard Wet-SO%cb clogged Y P � 0.3E 15.13 0.23 0.4E 4.0E 0.368 0.65 WEIR FLOW YD-12 IS"Nybphst Yard Wet-SO°/cb�ed 0.3E 15.13 0.23 0.4E 6.5E O.S98 1.71 WEIR FLOW YD-12A IS"N b hsl Yard Wet Y P 0.59 30.25 0.18 0.45 4.0E 0.324 0.2E WEIR FLOW YD-12A IS"N b hsl Yard Wet Y P 0.59 30.25 0.18 0.45 6.5E O.S27 0.26 WEIR FLOW YD-12A IS"Nybphst Yard Wet - SO%cbgged 0.3E 15.13 0.18 0.45 4.0E 0.324 0.32 WEIR FLOW YD-12A IS"Nybphst Yard Wet - SO%cbgged 0.3E 15.13 0.18 0.45 6.5E O.S27 0.5E WEIR FLOW YD-12H l8"Nybphsl Yard Wet 0.59 30.25 0.11 0.65 4.0E 0.242 0.31 WEIR FLOW YD-12H l8"Nybphsl Yard Wet 0.59 30.25 0.11 0.55 6.5E 0.393 0.43 WEIR FLOW YD-12H 18"N b last Yard Wet-SO%cb ed Y P � 0.3E 15.13 0.11 0.55 4.0E 0.242 0.65 WEIR FLOW YD-12H 18"Nybplast Yard Wet - SO%cbgged 0.3E 15.13 0.11 0.55 6.5E 0.393 1.71 WEIR FLOW N c GENERAL CONSTRUCTION NOTES FOR STREETS: Table 4: Pavement Design (VDOT Pavemerd Design Guide) 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER W707H AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA770N THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID Pavement Design RF- 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Park Ridge Drive 4000 0 4000 5 5 19.25 SM-12.5 3 2.25 BM-25 5 2.15 21B 9 0.6 22.90 Arbokda Drive 1000 0 1000 5 5 14.43 SM-9.5 2 2.25 BM-25 3 2.15 21A 8 0.6 15.75 Barkley View Court 57 0 57 5 5 4.46 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 Meyers Way 103 0 103 5 5 6.52 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 Humboldt Street 3C8 0 308 5 5 10.33 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 Anlee Road 469 0 469 5 5 11.79 SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 Leeham Street 350 0 350 5 5 10.77 SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 LeehamCourt 132 0 132 5 5 7.38 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 Hastings Court 133 0 133 5 5 7.41 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UN/FORM TRAFFIC CONTROL DEVICES Note: Contractor to bore any existing pavement being utilized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are met and AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. are in accordance with their standards. 10. TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. PAVEMENT DESIGN NOTES: 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR 2. ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 2' A 2" BINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC. TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 3. THE SM-12.5A MAX LIFT THICKNESS IS 2", THE ADDITIONAL LIFTS MUST BE PLACED 2 YEAR APART PER 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR APPENDIX III OF THE 2018 VDOT PAVEMENT DESIGN GUIDE. COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION 5' (MIN) PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. PROPOSED 1" SM-9.5 SURFACE COURSE ROAD NOTES. PROPOSED �� - ° 4° \%\\%\\//\\//\\//%\/�\ EXISTING PAVEMENT 30 GRADING PROPOSED\/\ \\\\� 1. THE LATEST EDIT70N OF THE ROAD & BRIDGE SPECIFICATIONS, 77-IE ROAD & BRIDGE STANDARDS OF THE WRGINIA DEPARTMENT OF COMPACTED STONE BAS "\j/ ///\//\//\// // // // // // /j\jj\\jj\�\/ EXISTING STONE SUB -BASE TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. COMPACTED SUB-GRADE\\�\�j\\❑\\j/\\j\\❑\\j/\\j\\❑\\j/\\❑\\��/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�` 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 NTH SUITABLE MATERIAL TO THE SATISFAC77ON OF THE ENGINEER. CONCRETE SIDEWALK J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 077-IER TREES AND NO SCALE VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 6ASPHAL T PA VING - MILL & OVERLA Y 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 77-IE CONSTRUC77ON OF THE SUBGRADE. NO SCALE DRAINAGE 4� / \\j\\j\\j\\j\�j�` 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT PROPOSED CC 2. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR U0-4S) TO BE PROVIDED AS INDICATED ON 77-IE PLANS, OR WHERE FIELD COND177ONS PROPOSED PROPOSED 1.5" SM-9.5 INDICATE. COMPACTED COMPACTED SUB -GRADE \\\/\\\/\\\\/\\\\///\\ PROPOSESURFD 3" BM COURSE25 J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN \/i! /�\/j/�\\/\�/�/\/j�\/j /i\ INTERMEDIATE COURSE (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS PEDESTRIAN PATHWAY (CONCRETE PATHWAYS PROPOSED 6" 21-A 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL BASE COURSE /\/\/\/\/\/\/\/\/\/\/\/\/\/\/ EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. NO SCALE COMPACTED SUB -GRADE - PA VEMEN T 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 ASPHALT PAVING - PUBLIC ROADS OF CORRECTION. V 3" R NO SCALE 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, ll, OR 111 V-6" R PRIOR TO PLACING AGGREGATE BASE. PROPOSED 1.5" SM-9.5 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE a Q a SURFACE COURSE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 i a a PROPOSED 1" BM-25 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. INTERMEDIATE COURSE 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. a a d PROPOSED 8" 21-A 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACT70N BEFORE SURFACE TREATMENT IS APPLIED. ' BASE COURSE 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). COMPACTED SUB-GRADE\\�/\/%//%//% ❑/%\\//%\//\/ //%/ T APPLIED l AN l PA AN P ASPECIFICATIONS. 8. BITUMINOUS SURFACE 0 BE A LED N ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7R SORT TION \ \ \ \ \ \ 9. ENCROACHMENT: POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR 12 2 ' 4 TRAFFIC SAFETY SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY - BUILDER'S OPTION: AREA MAY BE CONCRETE. ASPHALT PAVING PRIVATE ALLEYS PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. BOTTOM OF CURB MAY FOLLOW SLOPE OF ALBEMARLE COUNTY ROLL TOP CURB SUB -BASE PROVIDED A MINIMUM DEPTH NO SCALE NO SCALE OF 7 INCHES IS MAINTAINED. GENERAL CONSTRUCTION NOTES PROPOSED 2" SM-9.5 PROPOSED 2" SM-9.5 SURFACE COURSE SURFACE COURSE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA7ION (VDOT). 77-IIS 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 8" 21-A 2 OALL THER MATERIALS NOTED. D CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFlCAT70NS AND STANDARDS OF VDOT UNLESS BASE COURSE \\/j/\\\\ j\\ j\\ j\\/j\j\\\ j\\/j/\\\�\j/ COMPACTEDASUBCGRADE//\\\/\\\///\\//\\\/�// //\// //1X;2\\/XX;2X;// J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND COMPACTED SUB -GRADE \//�// / �i\/,\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 STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 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 EXCAVA77ON FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUC77ON INDUS77?Y (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- :: _* Tsc✓� :.+ ROADBED BASE MATERIALS. MULCH OR 2" STONE DUST / O� \/� /// /�/ //�/ iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL / BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. Noyes: 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 POSSIBLE. WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE NOTES: NO SCALE SHEET 3 FOR NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY. i, THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE"PRIMITIVE vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION T.H. THE FINAL INSPECTION. 2. THE EXACT LOCATION OFTHE PROPOSED EQUESTRIAN TRAILSHALL BE FIELD DETERMINED WITH vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH REGARD FOR THE EXISTING NATURAL FEATURES. OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 3. THE TRAIL SHALL BE5'MIN. IN WIDTH WITH A SURFACE OF 3-4" HARDWOOD MULCH OR 2" STONE viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL DUST. 2" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING #tea ELIGIBLE FOR STATE MAINTENANCE. 4" CONCRETE SIDEWALK EXIST. GROUND EXIST. GROUND NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER X OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT CG-6 3. CURB & GUTTER LR ZONE, 1 g 2.S 6. PUNTING STRIP -4" UD-4 /NDERDRAI " BASE 9IKE4LANE (TRAVEL LANE) POINT OF CG-6 FINISHED GRADE CURB & GU 4" UD-4 UND GRAIN* SUBBASE 4 S 12' ! (TRAVEL LANE) BIKE LANE j• 4" CONCRETE 1 LEg,C p ZONE SIDEWAG\ z 6' PLAN17NG STRIP TYPICAL NEIGHBORHOOD STREET SATCTION (61 ' R11#r) P.IRX RIBOW DRIVE (PUBLIC ROAD) OS-SSAR RESIDENTIAL & JfIXEO USB SUBDIVISION .STREET DESIGN SPEED.' .90 JfPH 'NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD 7Y11CAL IVA16!IYtY61f jYVC1V .577Xi,E7' .5.BZ7lU1V TYPICAL PUBLIC STREET SECTION ARBOLEDA DRIV4 J(EYERS #r4Y, BARAZEY VIAT COURT, & ANLEE ROAD (ST4 11d-50-fe*50) - PUBLIC ROADS CS-SSAR RESIDENTIAL Be MIXED USE S&WO[VISION STREET DESIGN SPEED 25 MPII PARKING ONE SIDE ONLY NOT TO SCALE EXIST. GROUND -I- EXISTGROUND :T. GROUND 'AD CG-6 POINT OF CURB & GUTTER FINISHED GRADE i PRivArF FFHAM ': o r� �I/f�ry C�roRTs \ II 9R ti M T w 11 hj�■ �IIIIIII�IIIIIII '��. B WA II \ I L-Jl �A CC i. .........: ...\ GENERATION CALCULATIONS ENERATI N ALC TRIP LATIONS >:= a SCALE: 1"=too' I I TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (io I H EDITION) I❑ 20 SINGLE FAMILY DETACHED UNITS (CODE 210) \Y ioo SINGLE FAMILY ATTACHED UNITS (CODE 230) :.:. . 20 MULTI -FAMILY APARTMENT UNITS (CODE 230) TOTAL ADT: i o6 VPD ENTER EXIT , 7 (534 / 534 ) : 1� TOTAL AM PEAK: 70 VPH (i7 ENTER/ 53 EXIT) \ TOTAL PM PEAK: 87 VPH (55 ENTER/32 EXIT) TYPICAL PRIMATE ALLEY SA'CTION - 04' PRIVATE ALLEY AiVLEZ ROAD (STA. 10t00-11t50) - PRIVATE ALLEY 15 MPH DESIGN SPEED I NOT TO SCALE 25' 10' .F foil J .5• Y (TRAVEL LANE) (TRAVEL LANE) 20' E/P-E/P 27' PRIVATE ALLEY TYPICAL PRIVATE ALLEY SECTION - 27' PRIVATE ALLEY H.ASTINCS COURT- PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE EXIST. CROD ENIS7 w � �ma ¢e ' o . Q l/`7i Y I BARKLEY VIEW COURT❑ I PUBLIC ROAD I54' RIM \ LOT 73 LOT 74 SFD SFD LOT 75 SFD LOT 76 _ SFD i LOT 77 SRO, LOT 78 / SFD LOT 87 SPA TYPICAL PRIMATE STREET SECTION - 30' PRIVATE ROAD HUMBOLDT STREET (STA. 117L00-13t92) - PRIVATE ROAD 15 MPH DESIGN SPEED NOT TO SCALE TYPICAL PRIVATE ALLEY S'ATCTION - ?8' PRIVATE ALLEY IIUMBOLOT STREET (STA. 13f92-161,75) - PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE TYPICAL NEIGHBORHOOD STREET SECTION (49 ' R%k) LEEHAJf STREET 1YIBLIC ROAD CS-SSAR RESIDENTIAL & JfIXEO USE SOBDI ISION STRE DESIGN SPEED.- 25 JfPH NOTE: NO ON -STREET PARKING PROPOSED. I,60T SaMC SAW POINT OF CG-6 FINISHED GRADE CURB & SCOTT /R. Cb6LLINS Lic. No. 035791 ° 6/20/221� ��o�� l SSIONAL E��t Z k O YI Ln z ZU Cn N W z0 3 3 ,vow. LU W jj�" J J W LOT 84 SFD LOT 85 SFA J LOT S6 SPA vJ N co �- u OPEN SPACE D. I 0.09ACRE5 1 NV O1� J PUBL �Ro N N z W LL W 1 J J_ l--1 ``>^ Un �� LV) LU I-z, W (f) Q O = LU J C1 ( ) M J U!) u _j LU 1 H� Y W �^ z inV I D R A./ GUTTER () I ROLL TOP CURB U_ 1/4" 1' �eee w � . . WbVggO i STONE 4 T ® LU BASE IQ'10. / (TRAVEL LANE) (TRAVEL LANE) 20' EjP-Ei% 28' PRIVATE ALLEY w j^ y ` TYPICAL PRIVATE ALLEY SArTION - 98' PRIVATE ALLEY 0 LEEH.9M COURT (ST.4. 107,00-12,L60 & 14t20-157,00) - PRIVATE ALLEY w ^/ 15 MPH DESICIV SPEED L.L NOT TO SCALE Ci rn POINT OF FINISHED GRADE f/4 :• 1' CG-6 7URB & GUTTER 4-. ❑I I (TRAVEL LANE)' (TRAVEL LANE) 18 I� PARKING 38' E/P-FIG 44' PRIVATE ALLEY TYPICAL PRIVATE ALLEY S'AmON w/ PARKING - 44' PRIVATE ALLEY LEEIIAM COURT (STA. 12t60-14t20) - PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE - cj z lad LU 6� � V U W H W W d to JOB NO. 112066 SCALE AS SHOWN SHEET NO. 20 22' 10' O N N � 6 18' _ � cz G a 4 a d. a d d a s a j- - a a ATTACHED DWELLING UNIT - zOVERs TYPICAL UNIT LAYOUT WITH DRIVEWAY (NO GARAGE) 20' U SCOTT R. LLINS Z 16' - U Lie. No. 035791 O 6/20/22�� �O 'SIONAL Ez s w z 0 z w z z 0 U O N O O J J 3 m m a Lf] � m °� m a > U (n z L Z U) O W O C1 Z Z y Q ; F-1 0 a 3 Ln U ° w J J m lY Z Z O fr z 10' 0 bo bo C d d.. a. - 4a d- ° a a ._ -°.,- ° ° m - - 12 Lu N N o Q o\ o v o O O ATTACHED DWELLING UNIT - BALFOUR E TYPICAL UNIT LAYOUT WITH DRIVEWAY (FRONT GARAGE) ° z �? Q 30' eM J � ° N w ° 16' - o s O 1 � Lu co N � W� ° M J o N Q W" z N Q > LL Z LLB 16' s ° i--i (J) W Lu -- -- - - - - - Cn a ° NOTE: SEE SHEETS 5 & 6 FOR LOCATIONS OF O U--I 3 BOLLARDS ALONG THE EMERGENCY ACCESS ROAD J Q s lf) z � ° 3/1G" STEEL PLATE WELDED 2p' Q ° TO P05T & GROUND SMOOTH W U �--i Lu J � 2-1/2" DIA. GALVANIZED ^ Y O = O o STEEL POST. PAINTED WITH `' �" _ LIJ 2 GOAT5 OF PRIMER 21 O z AND INSIGNIA YELLOW - - � O z zILL 3/4" DIA. STEEL PIN W/ HEAD 8 z W/ 3/8" DIA. MOLE FOR 18' 18' W ~ LOCK Q z LOCK FINISH SURFACE CN.LGJ J O o 12.5' N 60 J H °d O ° . . Lu c 3" DIA. GALVANIZED STEEL PIPE SLEEVE O CPAINT ABOVE GROUND I I ;� ° p o p ° v° ° P ° W PORTION SAME AS POSTS ATTACHED DWELLING UNIT POPLAR 18' CONCRETE FOOTING TYPICAL UNIT LAYOUT WITH DRIVEWAY (REAR GARAGE) ° R U 04 V o i o i o 3/1G' STEEL PLATE WELDED — I I- " u w ui ° � W o TO SLEEVE 12" 0 _ a � ° ui 0 JOB NO. NOTE- DRILL A 13/1G" DIA. HOLE THRU ATTACHED DWELLING UNIT - BAYBERRY ° 112066 0 BOTH THE POST AND SLEEVE FOR TYPICAL UNIT LAYOUT WITH DRIVEWAY (FRONT GARAGE) SCALE PIN PLACEMENT. AS SHOWN SHEET NO. a 21 s JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. �-- VARIES WATER SEWER Z A 9 0 Ed C LOCATION [IF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH D, SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 Tn-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL U6" 5,5• INITIAL BACKFILLMIN. BEDDING 8 STONE * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a' I INITIAL BACKFILL 4 I UNSTABLE 5^ s" B. 5^ $OIL MI . MM. MIN #68 STONE _.GRANULAR FILL AS ' APPROVED BY ACSA'\ STA bCK STABLE SOIL OR ROCK, NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6- IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. &THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 (4) 1" (25mm) DIA HOLES ON 32 3d4" (B34mm) DIA BOLT Cl CLE. 2" (51mm) LETTERS .� O (RECESSED FLUSH) t' [25mm] D ( AR T_ (z) CO LS AICKHOlE9 SPIV 1 1/2" D 1381 O T N M O O � ( A W `` ` (2) CORED u O PICKBARS T 1 1/8' (29mm) DIA 9055 D m 27 1/2" DIA [69Bmm] 26 1/4" DIA 1 1/2" [35mm] [sWmm7 178mm [ ] 26" DIA t 1/2' [3fimm] (6mm) DIA] 24' DIA NI NEOPRENE GASKET [79mm] O[506mm]-1 C m I_ 28 7/16' DIA f C722-1 36" DM 5/8" 23' DIA [t8mm] CPS DmI ] E� m [914mm] 25" DM [536mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION (4) 1- GII DIA MUMS ON m 3/•' (p]Mvn) DN 27 1/2' OK [36mT] BOLT 0 [699IT 2 O 25 1/4' DIA 7' 1657mm] DIA f [606mm]l 25 7/16" m I III [722mm] -1 1161 O O 36" DN j914mm] Ii'' - M 26 [BOGmm 1 1/2• 13/t[38mm] FRAME SECnOiJ I [ZOmm] 2' (Strom) LLTFAS (RmL`SED RU5H) [25mm] I R�% SPIV , 3 13/15 2 1/e" [97mm] [579mm] [54mm P 25" 1 3/8" [835mm] # 11 /i6" (35mmKT ] 9/16" O.D. OF CGROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA CAM DOU NEOPRENE GASKET DETAIL J_ (2) WSHE 1/16 X 5/8 X 1 1/2 C� 18D0' SEW `` (P0.1'fOBNLS i 5/0" RUBBER PART# DDSBtDAS (2) BLT NIX 5/e-11x] 1/2 55 [5mm 2400- [41mm PART/ 009BIZ50 [6mm 1/2. t t/B' (29mm) DW BOSS [13mm .63 01A STAINLESS STEEL ROD (2) W54R 5/B ID 15D 00 SS PART# ONS1310 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES:PARE# 2) NOT FIX 5/6-11 ZN NiIJ( 00mum 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED N AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME &COVER. (2) NO NX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# MOST 2B 3. COVERS SHALL BE FIXED TO FRAMES WIH LDMNG LUGS OR SIWDAR ASSEMBLY. TYPICAL WATERTIGHT (SHORT)5P O 00 35B6 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S PIG S-I-E TD-32 Vol 02 \\ \ g1,RIM • .. BLOCKS.ALL THRUST THRUST BLOCKSCONCRETE INTS PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4• &E fi• 45 2.00 2.25 2.fi0 0.15 2 00 225 2.50 0.15 22 1/2 1.50 2.00 2.52 OLIO 11 1/4 1.50 2.00 2.50 OLIO 90 3.68 3.16 3.21 0.48 8' 46 22 1/2 2.66 1.66 2.88 2.18 2.77 2.89 0.26 0.13 3.18 2.91 2.66 0.32 17 1/4 1.fi8 2.18 2.67 0.13 90 4.83 3.&3 3.42 0.83 10" ffi 12° 45 3.33 3.58 2.95 0.43 3,63 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 i' COMPRESSION A 3/4' MAZE PIPE CQUPLIND OR APPROVED EQUAL I' TYPE O SOFT COPPER FOR USE ON ATTACHED BUGLE FAMILY RDO ENTIAL SERMCES OR OWL RESIDENTIAL aNO RROATNM 6ERMCEs. I.A.A. TEE NO S HD SNE.ATED FlTiNE3 � 2, DUAL SERVICE R 1' NNPRESBION x V MAX PIPE COUPLING OR APPROVED EQUAL I" TYPE N. SOFT COPPER FOR USE ON DETACHED RNgE FAMILY RESIDENTIAL %RACE WERE AN IR&GATON METER IS NOT PROMDED. SINGLE SERVICE NOT:: 1) SADDLES SHALL BE USED ON PVC PRE. CAST IRON UD FlNSHm CAADE 1T-15' LDCNWNOBALL METER BOX ON & SO' MIN. COPPETSEITFJi 1/6 BEND COUPLING, y \ T META CORPORATION STOP '> 'M " ;SI.,�I BRICK As AE�'< NECESSARY RAND OR DUST UNDER }Kp`EE1 ?kC 14'- vi•iTU_ 1Y,. 1 L' G STOW PIPE, IT BOX AND BETTER (2�Ng1 £ S:yr N-+A j LONG STW.E PoCXEi, VTOT MMININ MXiWESS) 'yT�w(?4c SPEC. MI NO. 57 AGGAB IE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-BA TO-10 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1-800- 2- 001 . ( 56 7 ) 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.S) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2034 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 1S. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. 1-- Z I r 1 12" 18" PIPE SLOT (2 PLACES) ASIM A36 AND HEY NO UNDISTURBED EARTH UNDISTURBED ALL-7 ROD VALVE tllm WATER 24 UNDISTURBED EARTH FLAX UNDISTURBED SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ASSOWIE MINIMUM. IF THE TRENCH WIDTH IS IAAGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS R9• W-3C TD-S COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID 16" METER BOX 1�l N 11ry ry1 ti 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN --71. BRANCH 2" FLEXIBLE CONNECTION -J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B SEWER SERVICE LATERAL CONNECTION NOTES: I. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 X 4 MARKER PLUG END OF - MAIN JNET I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO IV (2701 18"-22" 7 CU. FT. ALVE BOX J68 STONE 42"MIN 6" GATE •, VALVE TEEX 8" 25CO P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE III WEN THE SOIL IS DISNRBED OR MIEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 METER SIZE DIMENSION A DIMENSIDN B DIMENSION C 1 I/2' 3'3' S'0' 3'8' 2' 'B' 3' S' M 61 MIN 4- S' MIN. 12' MIN,61 MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, SIDE VIEW BDSES DOOR F------ - - - - ------T I I DIAMETER DRILLED HOLE FOR TOUCH READ I I UNITS. I I TOP VIEW I I 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH LIFT HANDLE L---------- 24' X 36' -----'-' ALUMINUM ACCESS HATCH TYPICAL METER VAULT AIR RELEASE VAL' BRASS OR BRONZE PIPE IOLID CEMENT BSLOCKS N.T.S. FIG. W-7A TD-14 �-CYP " SOFT STOP GRADE GATE STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAW 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL v FINISHED GRADE o ! ADJUSTABLE TRAFFIC RATED II VALVE SOX W/ LIB z u a a S N a M.J. GATE VALVE WATER LINE In b 2500 P.S.I. CONCRETE - ' 8 A 2'K 2' BEARING AREA. THRUST BLOCK • , p A A NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 VARIES 4" DIAMETER BRANC AND VALVE � BOX PLUG VARIES WATER MAINS \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VANIES THREADED COUPLING BRASS NIPPLE AND PVC PVC SLEEVE o CAP j LUBRICATE ALL THREADS THRUST BLOCK ED METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES:; VARIES 14 �rWATER 2" BRASS PIPE MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA -. W-:M41rmi 1'-0" MAX RUBBER COATED STEEL MIN STEPS CAST IN PLACE 3'-0" PRECAST REINFORCED CONCRETE SECTIONS 1�IN "C" RING SEALS 4 16MAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE- VARIES DEPTH FLOW FILLETS L CHANNEL TO BE 3/4 DIAMETER Ut CONTRIBUTING ---- SEWER.` A FILLETED INVERT OR A SMOOTH 4 :,A.'• 12" '•d' TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A Tn-2F, SCOTT /R. Cb96LLINS Lic. No. 035791 0 4/4/22 �SSIONAL E�0\ J Z r O m V/ Ln zu Ln Lu 0 0 3 '^ LU •�• IV '-1 r~-I ^ W J � Z �EN rrA N W T`t Q O v 0 VJ ti z M C'7 Q rn � N M W N TOT VJ J N Q L•I.I N z > LL III ' -i H� • H / A V / Q 1 z 0 W L.I. C' , ^ 06 LL= J (J) U J Lu Y = 0 W z � U) O LL Lu I i LU Q O O W 0C � z �Q V W J 0 N H Lu r H W O 0 a W x (n JOB NO. 112066 SCALE N/A SHEET NO. 22 FENCING AND ORING ——PROPOSED8'WOODEN PRIVACY FENCE, SEE - - - - DETAIL, SHEETS DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2".2" HARDWOOD STAKE BURLAP • + • , lL + a _Y a-.... • m . T "h-� ;���/n�i� byiAoo" . — — i� — — — — /� 1/3 OF BALL VAS SHOWN FROM TOP + -_ -- __ -" SCARIFY SUBSOIL TO 4 MIN. DEPTH — — — — - - - — �•'• :... ... .. PR OOT AREAOT .. -- / — — — — — — — — _ — — — MULCH SAUCER MG CD — / /---r — DRIPDNE } .`:� / �I FINISHED GRADE . / / l/ - `� LT / OPEN / // / ��/' / \ /� — — (,� \ \ TREES 4" A 4' CAL. SHALL A STAK • TI 1 /-= - - / / \ \ / 1/3 HT. OF TREE TREES WITH CAL. OR LARGER SHALL BE GUYED Wlh 3 EQUALLY SPACED SNOW FENCE : _ I I - --- P /^M LS •-�- - - - - / // \�y\��, YT \ TWISTED, #12BU GAUGE WIRE WITH HOSE — --- -- —_ RIVAr CCU ..... ` I EAd R�' � � ' �;' '•' / .. / / \ / LOT 120 � I 1 I AROUND TRUNK ABOVE BRANCHES I II I — - AND TURNBUCKLES. LOOP HOSE ~. VVIDrN �EYIV \ / • BN- / / LOT 11 AS SHOWN, FLAG WIRES WITH L PROPOSED SIGHT J 1 I W \ EASE AR. �� �j 9 \ �� III COURVEY TAPE. REFER TO SPECS MEN / ,Wyrl .M �� ,�/ FOR ADDITIONAL INFORMATION. 1 DISTANCE EASEMENT 111 I W _ \ \ \ � \ \ / / LOT 118 LOTS 116 - 120 TO BE �. III ` \ — AMENDED SOIL MIX - I Q Q _ s s \ \ INCLUDED WITH SITE •w I I �I III=1Ti�ll uK O LOT 117 PLAN FOR PHASE IV L COMPACTED suecRADE LOT 11 LOT 11 I � rn N PROPOSED SIGHT \ s \ LOT 116 / \ V \ / -V BOARD FENCE ISM r•I 1 I 5 LOT11 3 LOT11z W > - _ \ \ w+ Tree Planting and Staking Detail y LOT111 I I W to DISTANCEEASEMENT \ \\ \ \\ \ / / i' coROFENCE LOT 1io LOT \ \ / - \ Not To Scale \ � � \ \ \ � \ \\ �/// - j � / °• '' '° ' CORRECT METHODS OF TREE FENCING �V II I 2 TREES UP TO 4" CAL. SHALL BE STAKED r — — — — — '\ \ \ \ \ \ �\\ // \ WITH 2-2".2" HARDWOOD STAKES. I O- II I\ — 5 / / : \ \ LS \ • '\ X\� / I �, \ TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, AND TURNBUCKLES. AROUND LOT toy - \ �, / \ / /� QS I \ TRUNK. FLAGWIRES WITH COURVEY TAPE. +a \ 1 ,,. -- \ ""� �_ REFER TO SPECIFICATIONS FOR - /�/ LOT 103 - \ \ \ S \ G 9 /� FURTHER INFORMATION LOT 02 \ ry`i ,�—--------- I I �`/ OT 101 GUYWIRES WITH RUBBER HOSE AND W W w. w.. W. w. �, \ \ ___ \\ • \ \ l \` / (�,` \�� ion �/ PHASE IV yyl �...�W-,f`il� TURNBUCKLES 2/3 UP TREE N FUTURE i 2".2" HARDWOOD STAKES, ALIGN — \ LOT1oo O CORRECT TRUNK ARMORING/ — _ \ W,\\ ° • \ \ ,\� � Q- / so TOP OF STAKES F - \ �j DEVELOPMENT \ \\ W o \ F` �O / U I LOTgg � '. \ � (, / (3) PA STREET TREES TRIANGULAR BOARD FENCE V MULCH SAUCER O \ QP ��! \ \ \ \ / q Ov ALONG LEEHAM STREET �_ --_ —^ �i/�� rl�h AMENDED SOIL MIX o W /- GRAPHIC a��A� � v i A t �7 PROPOSED SIGHT ° \ \ / I -' 3a o 1s \ so -IIII1 II- - \ e ° // \ _ CUT AND REMOVE BURLAP FROM TOP DISTANCE EASEMENT RESIDUEAREA /3 of BALL As SHOWN ° \ \ SCARIFY SUBSOIL TO 4 MIN DEPTH -------�— \ I / \ RESERVED FOR .. fII I f .� I - IIHIIN FEET COMPACTED SUBGRADE 'DEVELOPMENT 1 inch 30 rt. o.�z ACR I Evergreen Tree Planting Detail Not To Scale \ °e ,�.. .. }%°�..I �\ -., .. � l ..•. � �.. m '. ,- q + (4)OSSTREETTREES ': — \ -- - \ � • ' " A ALONG LEEHAM STREET ••' ° • " °' " ' ROPOS1�E PIT OPEN SPACE B -I L \ \ AR - 2.5" CALIPER TREE I I ° o. ACRES \ \ O TOTAL: 2 TREES QL- 2.5" CALIPER TREE l L ° TD SEATING AREA 43 I TOTAL: 34 TREES I I F I II P, AR CALIPER ROPOSEACTIVE QP-2.5CALIPERTREE III ION AREA \ °o \ -- \ TOTAL: 6TREES TOTAL: 59TREE5 f z)1z UNl I III. I 1 I + — IREC�AT, \ \ 43 APARTMENT I i SCOTT /R. Cl96LLINS Lic. No. 035791 0 8/20/221� l �SSIONAL E�Gt F- Z w O U (D z z 3 CIL J J ti O < z U Ln z Z N N W of O � Z Z of 3 CL F�1 0 CL a ~ HLU ti Q N r ` LU Cl� a Q m / Z_ Z_ co w 0 W I 4 Z- O Q O N N 0 � m I 6 ■ ��� ��Ir� . p �'� o ■ �I co .• �■a■Wi �M� (1105 Lu co RIMINI WIN ��� • �I • �I • : • . - • ■■� �� ��■u■uu I \_ ®F r►''�"y� ell I • I' s '� ,� � � � •����� / Q �� .• �• � • � • •LL � • w r 1es �,... �_ . • ��?,,���� -� • �� �� _ ® l� �ILu p F L9 •,_LLJ (11ml, A LL __-- ...'° Lu ui W �, �=.`�� • • �ieeeeiir, moo. \tV. - ps --- I � • .. �pp �r� l d/ IR �I �� '�� ��J�.�� • •' ��� � v • I `��i�� � � '�u'� .Il � � � � - �� ,��y I ! II, 7140901 Lu Ilk Lu ilk ' I J \ '�'`,,,�, �. lI � � ♦♦ire, ��/y ,. U LANDSCAPING CALCULATIONS SITE TREE COVERAGE REQUIREMENT: CANOPY COVER AT 10 YEARS EQUALS OR IS GREATER THAN 20% OF GROSS SITE AREA GROSS SITE AREA 868,586 SF less GREEN WAY AREA 99,796 SF Iess RECREATIONAL AREA & OPEN SPACE 163,785 SF TOTAL DEVELOPMENT AREA 605,005 SF TOTALTREE CANOPY REQUIRED 121,001SF TOTALTREE CANOPY PROVIDED 121752SF 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 LI N EAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 14 LARGE SHADE TREES ANLEE ROAD 549 LINEAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 11 LARGE SHADE TREES LEEHAM STREET 356 LINEAR FEET LANDSCAPING REQUIRED 7 LARGE SHADE TREES LANDSCAPING PROPOSED 7LARGE SHADETREES \� 6 \ LOT4 _ �\ °/ y �( QS \�� CaanllofAlbemade l J) orvsenation Plan Checklist To be lased on Landsca Plam A HLI SEE SHEET / ,� LOT2s // / / dboak M-M-1ff297fr°imletea fi=a�ln - 8N .� � � C (non vv P ad ) _ '\ '�..�\\ I rh nl I In k 1p_4 �� / Bmuhy� (12)OP STREET TREES �<, ..._-.� ''// � DeTrees lobe amea; an haa,awaaa me ulna ALONG MEYERS WAY - ® Lrrrdnofcharing(mtaideadphneofnentobeaaved); e / / I ® l.owtinn d f alive ten© + 5 � / � � W H. / / / an rypec prNe ng, `F / fl oradecnm o-eew<borwal�; Fropoaalrc®chwg or nmaaalg be}rouathelirruta orcl<arwg. 16 2. + � / - ` - - / / LI \ 3• W�O�/C'RORS ^ r. e ° F l a• l l I � Alltnssto Le sevM sba116e nierkM with pool or nbboa azebaglrt clewlyv,viNem egwpment opuamn. i IT �i r �. / / / p(54No®ading ana116egia wtil lM1e lies mmking Faa hem inaPec[M mld approves bYa Cowty lvspecwr. ). PveC°mtruetlm Confaranee. "s, flTae press vaeon and prorechon measwes shall ba remewad xdM tl,e mnhacNr ov siren / ` / • W / W\ a. �Eaunment ooenmuane snraee: W W W W / \ • o - S \- / \ / /J\ \ fl en,._t veniculartafbemd smrege efewesnuoeonwmedalsincluding Boil sballmtbepemuttedwitbinrheanplines eftrece QS a ' / LOT 15 be be ave w o • a ' s. son Fra.nn ann ttarnnannroen"nan nevm� W W 6 LS +' _ _ ® SocM1 device, vM1Bll I dervel sRecltmec to be emM. \-- �. e. Flravr r\ • I o / -- - -- / / \ / � ' I / fl Fires eremlpmniad witkn l0"fal of Me dripline of o-«amce��ved. SCOTT /R. Cb6LLINS Lic. No. 035791 0 8/20/22 �SSIONAL E�Ot V) i 6 a" a. a. A I\A , _ _ • L_Q_L 7. T ri Man ks , F W r, •r ♦ ♦ r- r- r- W W e \ LOT ¢ Fneh. fl Tree,obaNnstaaall mwl bee sOtofrestovfAfratln 100 afdeebruo1f&the dnpllbmm o gf lermcs eto be savbeed_pmeb m fl FinanshbNpaadshtbei«dadroedyeCowtyWpmorptxOgmag or onbtin W U W W W 1 W ♦ ✓' r- r- •v W W - �� I / / j / v. W W W _ v. I / / . I / J 9. Ties vWnelR m e gmmdlevel must tetaisai witltia the dripline ofatree to be Baved,aheewae aF= bepravided aM acoaetructloa delvl Z aubmitnr a approvdz . is Wj- /I o. Tree W,ftg �::W: W W W r•� \ \ \ \ _ W -- _ W\W .�W ) OT30 ® / �/wnealnegmmalevdwnBlbelowereaw;wameariplaeHo-eelobaaa�ed,alaxwauB1w16ePar:raee;aaaacoaBwoeoaa<tau • ::Z':':� V I I) V ° A"A� W �\ �� ' \ 4W���„ •Yl _ b' II� /J aubmted for apwwd. d •v W .v •r W `W �\ ` \ ` _ \ \ \• u \ \W W w _. -_ _�✓_,c_" _ _`W W \ \ .✓ a" L .r / ,y / / i \ 5/ J 11. Trenching and Tuanelkn '\O l /` J/ •',. J' ` 0 When ertctrEoB q'redwithinihe bruits ofclearhg it shall be done as be away fromthe truss aftrees m possible. TamaWg Q Q ti W m \ + \ m � _ _ � "' V ✓- \� � � / / / / - ovam'elarge lies shell be cmlaiaaea aB anatrema"ve when ilia arNo Patad �atoecweery hmiolang ll destroy feaaerroora. � � � Z \ .WW W\W �W\ W /W` • / J :1 I/ 1. o -B < W LOT13 J ® Protaivefen gBalberhelatinmBemovedd gNefin mp. CO m w \ \\ \ \ \ \ \` / T3i u. D... sedTree. M � X. W W W W \ \ \�\\� \ �,pL� W \� w . EXISTING -� . �.\ y'.� \W l ° f r / J' / / ' J 0 Dawegedervos, ell Bmamumdiarely bypwuriE, feNe�m w orbarwelbnae roo-oven by Ghee ape©Heat F 0 z W •I" r- W r' W •i' •I" a" W W� F \ W \� / J / NOYE;I IS THE nEVEL PER'E RESPONSIBILITY TO CONFER WCfH rHH CONTRACfORON TREE CONSERVATION U fn z STORMWATER° Lnn J ( ! J/ / REQEIREh1ENTs. W LLn n MANAGEMENT Q / FACILITY 12/13/2021 z g of ♦�W u-� W W ♦ m ♦ o W w W w� W ♦ \ � \ �\ \ ..�\ \� w/r/ v ° I / J OWNER 9IGNAIDRE (DATE) Ap \\ W \ \ W W/ W/W / W / / i l J I COCr FURCHBR ASERSIGNATE (BATE) > V) (n Q \ \:••• \ ` \ \ \ \" W W p /v / N 511M Page l of ld..l J J \,a• W� „ ` W �� \� \ \ OPEN SPACE F \ W\ a \\W w,�.� %/W „ j/ �' l l / /l lJ : J' �J l J NOTE: THE TREE PRESERVATION AREAS ARE LOCATED WITHIN THE GREENWAY. > � z z 2.58 ACRES \ \` j� / W / /v/ Qg 11 l i LOT 12 JJ J Lu Ii i Q /w/ / / / LOT a.� TW�.�- W.�.�.�.�.�.�.�.�.�N \ \ v \��\� �l / 33 LOTS li n W W W W W V \ \� \\ v A /w/ / J J a I F/ J J z CONSERVATION PLAN NOTES: . W � � \ � � Y / w ' l / n / � PLu 0 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO W / F _ EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE �� W ��\�, A \ W\ I `/ / j l / i FJ - l i 6 CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. �v W\\ �� /�� / / / 1 LOT / i.- �/ / 73 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED . ��\V� `v y \ !� WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. W W a \v 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE 2o'EMERGENCYACCESS \ V v \ A 1v -- - l lJ n ) LOT11 COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. \V A 1' - -�- J•,•.:/ r u ROADEASEMENT \ v _ f v' v V A \ \ V ° - - - - J n (5) OS STREET TREES' N N N 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. a.�,. W _ ( '-i J F q W . . . \ ALONG BARKLEY COURT g W w/� 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND W W W �� \ \ \ / n Q o N N 0 PROTECTED. `i. ./• _ v m� .. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR , `� \ A �, m AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. W \W • i\ LOT \ - - \\ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY .Wi. W W W �w w w \ • ,' ," \ - - \ \ 14. n \ o SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM „ '.;_ W W W W \ W `i F /. °•- 1:,, \ , / THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE \ i _ '• - _ / / ' ' W:• W REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR W \ .'�•W. , W �'`�•` w ` w � � � I N I I i � � "��- � ___ � \. -� - // e _ � z � SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. I� W :, •. W W W W \� W \�\ _ I� a' BARKLEY VIEW COURT - / /- Q P POSED I LOT35 f\ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE W W ` \ IC - - a AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP °, °, :•:•:• ,. °, C �„ W r, XERCISE w I \ \ ., u � )i 1. PUBLIC ROAD (5 /W) M (6)OPSTREETTREES / / � J AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. W �W .::i•":•. W „ W W \ \ STATION I:\ I \ \ p 1M I-j�`al -M M M,"/. I// ALONG BARKLEY COURT // / / 0 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING WW W jl a i o THE FINAL CLEAN-UP. i;; \� it 5 3 I \ :` N LU PLANT SCHEDULE W W W W I I -I - F - - _ \ LOT �-- a TOTAL SYM BOTANICAL NAME COMMON NAME SIZE CANOPY QUANTITY I I I\ \ \ q --- - -- // / COVERAGE w / N I \ ,f / p o TREES�.�. ��� �.�.� v I ° ( // -1 AR ACER RUBRUM RED MAPLE 2.5 CAL 452 2 1252 I LOT 36 ,w Lo` Q AR ACER RUBRUM RED MAPLE 3.5" CAL* 452 6 3060 �` �� \ \ W I - 4 I \ V. (24) UAP STREET TREES BN BETULA NIGRA'HERITAGE' RIVER BIRCH 2.5" CAL 464 29 13456 W � ` W W ' W W W ALONG ARBOLEDA DRIVE u 0 II ) \ I / / / / Q H-4 FG FAGUSGRAND FLORA AMERICAN BEECH 3.5" CAL* 275 8 2564 W W W I I I ° ii III I� \ LOTS I LOT6 / / > u- o LT LIRIODENDRON TULIPIFERA TULIP POPLAR 2.5 CAL 430 17 7310 - - o W O / V uj r LS LIQUIDAMBARSTYRACIFLUA SWEETGUM 2.5 CAL 288 12 345E I- J PA PLANTANUS X ACERIFOUA'BLOODGOOD' LONDON PLANETREE 2.5" CAL 422 13 548E w W W ` I � m J I \ / // , J`o UAP ULMUSAMERICANATRINCETON' PRINCETON ELM 2.5 CAL 397 20 8252 �� \ \ \ \ \ u f� II i� // EXISTING ZONING LINE � ~ Q 0 QC QUERCUS COCCINEA SCARLET OAK 3.5" CAL* 419 6 282E / W W �� I\ \ L \ \ ° lei III \ i / i / (n w J o QC QUERCUS COCCINEA SCARLETOAK 2.5" CAL 419 9 4083 W W\ \ \ 37 I �LOT3 \� L9 LLB OIL QUERCUS PALUSTRIS PIN OAK 2.5" CAL 419 34 1424E ��� SPw 1 / i l A �i v I �� A � V , + \ QP QUERCUS PHELLOS WILLOW OAK 2.5" CAL 419 59 24721 W . W . W W W ,W .W . W . W . W W . \ ( / \ II \ - _\ \ \ LOT Q LOT PROPERTY LINES CIS QUERCUS SHUMARDII SHUMARD OAK 2.5" CAL 372 47 17484 ...� W W . W . W W ...... W " / / \ \ I _ - - / / `SF O Z z � BETWEEN PHASE I LOTS \ H & PHASE III LOTS v EVERGREEN TREES v a OPEN SPACE G w i _ _ MG MAGNOLIA GRAN DI FLORA TITTLE GEM' LITTLE GEM MAGNOLIA 46' HT 54 33 1782 W 2.2g ACRES W \ \+ ( CD CEDRUS DEODAR DEODAR CEDAR 46' HT 143 24 3432 \ GREENWAY / \ / £ I / \ \ \ = J U CJ CRYPTOMERIAJAPONICA YOSHINO CRYPTOMERIA 4-6' HT 123 45 5535 . '�' . ` W / \J ` / / \\ \ \ U J � u ORNAMENTAL TREES W . W W W W . W W W / /' \\ LOT38 I QS / OT2 \ \ LOT 87 o W i AG AMELANCHIERGRANDIFLORA SERVICEBERRY 6' HT 130 6 780 W �W W -�W W • \ / + \ \ \` / \' / / \ \ \\ SFA Y = z CC CERCISCANADENSIS REDBUD GHT 124 6 744 \ W ��W� W W WSI' \ / \\ / I \ Lu 0 L CF CORNUS FLORIDA FLOWERING DOGWOOD 6' HT 124 6 744 w W . W . W . W . W W ':`, y \ \ £ \ - O o LI LAGERSTROEMIA INDICA CRAPE MYRTLE G HT 77 7 539 O z TOTAL: 121752 \ \% z� W W W •.W . W + y\ / \ / x . U) 0 * SIZE OF PLANT CALIPER TO INCREATETO 3.5" WHEN INSTALLED IN ENTRANCE CORRIDOR (ALONG THREE NOTCHED ROAD) W . '� �/ :%::Zz z SHRUB BUFFER LANDSCAPING PLANT SCHEDULE \ \ I \ // / \\ / / W N �� LOT Lu w TOTAL SITE W :..:. \ \ \ LOT39 I " (15)QSSTREETTREES/ i \ \ z SYM BOTANICAL COMMON NAME SIZE CANOPY s W \ / n` \ \ \ J (� QUANTITY COVERAGE (sf) W W W W jW W W % W \ + I \ l ALONG ARBOLEDADRIVE/ / \ o SHRUBS I I\ W W / W W 1 W W �t I i \ 6 / \ \/ /a a O 0. / / / o CA CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 18"ht. min 25 25 625 .\ \�W - W \\ \ /6 n FM IFOTHERGILLA MAJOR WOUNTAIRY' IMOUNTAIRY FOTHERGILLA 18" lit. minj 20 1 25 500 I \ . `' I \� � N \ / 616 \ L< > �/ o IG ILEX GLABRA'SHAM ROCK' SHAMROCK INKBERRY HOLLY 18" lit. min 12 25 300 I \ . C W , W W W W , W W W \� \ / \ X / / �\ / 66 Lu L.(L a TOTAL CANOPY 1,425 / + \ GLENBROOK AT FOOTHILLS ? / / (28) QP STREET TREES W w W w W w V's. o N ALONG PARK RIDGE DRIVE LOT 40 \ \ \ PHASE 11B - Lu \ 9 a .. .. W W x , w w _w w w v w w v W W W - w \ �� � QL � ■ PARK RIDE DRIVE _ w�W� + 1 w \ I \ \ w w O Lu ■ PUBLIC ROAD 61' R/W) _ - - - � w \ / a � J a O e P - LOT41, \ / JOB NO. o lJ . a • \ a • •. , ,- '.a, .., • . a • � \ G1�,A�IIC�S�A�E � 11206E • O I VI + \ \ \ xc \ \ \ \ 30 \ so �66 SCALE o R OPEN SPACE E - o.o8ACRES W a W a W a W W W W x \ SHEET O. a (28) CIL STREET TREES d.` ( I F ) aN W\ ALONG PARK RIDGE DRIVE W W W W W w w w w w \W \ \ \ 1 inch 0 H 24N PARK & PLAYGROUND SEATING NOTE: THE PROPOSED RECREATION PLAYGROUND, EXERCISE, AND PASSIVE RECREATIONAL EQUIPMENT CAN BE SUBSTITUTED FOR AN EQUAL PLAY EQUIPMENT PRODUCT. EXERCISE STATION EQUIPMENT GROUP FIT Group Fit 1 Pmeue Number or6Nl 56ta m.6caae:=ors.6Pms OG (6) TOTAL _ _ _ _ _ _ _ _ _ PROPOSED OPEN SPACER DOG PARK Pia ACRES / _ _ Q 3,�000 SF FUTURE TH UNITS LOTS 116-120 �— �aEgNEfCo� \\� \.®. l"\l >� �LOj Lor==P\ I OBE PART OF THE f 1 wforN Atter(k LOT Ova SITE PLAN FOR —II Ja r \ E qR\ \ \ LOTv=6 \ i`"ll PHASE IV Lon= _ — T— I LOTmI _ I � _ LOTvoS _ III LOT 104 LOTYoz v O , Y y 0 Oov — PROPO ED \.:. '" r\ \ =tl=\TaOa / Lor ss / ��J`e _TOTLOTAREA LOT se l � . ,5oo SF \ \ / +'. PHASE IV RESIDUEAREA FUTURE RESERVEDFOR DEVELOPMENT 1 PHASE 1 \ \ \I DEVELOPMENT ...... ACRE S �0 �O al PROPOSED FIRE PlT AND SEATING AREA .' I AFFORDABLE I � '' , DACTIVE OT LOT,b LOT 96 94 93 1/2, 000 SF \ OPEN SPACER GeC/R�VO LLOT LOT,x 1I 1. v \ 043 ACRES ., pq C+41'�. 11 I LOT 9v F \ LOTvn I tr \ LOTgOLOT 89 r` LOTBB ��HUry/ �I_ or 06(ED/, \"' TOTAL QD (1) TOTAL TOTAL , DISTANCE NEAREST0 �5I INTERSECTION(0-RBONE ROAD AND AND PARK RIDGE DRIVE)=7d, \ I la n \ LOTbv RECREATIONAL \. / L ep LOTS— \ LOT 65 ..... : ... OPEN SPACEC _ .• yTA L \ pP.:. PAPUBRK ROAD I6 0 _... ,. v.. / / S P DRIVE OH (z) TOTAL � _ • � ._ CRES RIDGE A(" FR/�!SNSP_ - O _ r \ � l I O.aB ACRESACEE ���— MF 'OPEN SPACE . b .:,::. _ I __J .. CROAD (54 RJyy /:'' L� / \ \ r \ OJ�W LOTz Co \ \.. • Af.'. O LOT 20 / \ I LOT 73 ..... TOT LOT EQUIPMENT �A (i) TOTAL © (i) TOTAL HORIZONTAL ;i SCOTT /R. Cb6LLINS Lic. No. 035791 0 6/20/22 �SSIONAL E�Ot Z k O m m ZU W N 0 0' 3 3 U) yLU LU �" J J W rrA LU Q O N 4 Z- O O /pTx SFD LOT 74 I / LOT 66 I LOT s4 / I * \ R LOTJ /� j Lons / SFD LOT 772 / \ SFDSFD '. . — — Lorss OPEN SPACEF LOT Sz z.50 ACRES LOT 67 �• � LOTSo -,. ..... .'.. \ I LOT ..y.. / L _ \ / Lor4s LOT 75 co (3) TOTAL / Q O \ LOT4e / / \ Lon ° ` LOT \ M \ / LOT4 ' \ /,: / Lorvr SFD SFD \ / Lor4 ` Lone : • / \ \ \ LOT 70 SFD LOT 68 N . .'.'.'.'.'.'.'.'. -' \ \ / / Lor44 SFD \ LU :. :.::/_ LoraoO OO �RpMFYfR :, J .. / Lon6 \� / \ \ ('y') L 0 (i) TOTAL --\ -\\ I \ 1 \ -----`--- - $ ...'\ ' PASSIVE / Lorar 1 I LOT,4 / / AREAS \ / ,5l�ooSF LOT l I v G\ A �v 1 t� \ �� -� \'\ A • / LOTv3 LOT 76 SFD % % / LOT 77 / SFD / % LOT 31 \ STORIMWA'OR ' MANAGEMENT. \ LOTLOTvo / PARCNEL OPENSPACEF _ a.58 ACRES \ \�<\ ./•LL//,���LL LL/Y / / LOT 1x / / \ l `, iHi iVN' standalone events or configured together, Oo¢atiNgtheperfectou[co rtraining oneironment for either small groups Zor hdlvidml workcuN. Posts signs, and quarter clamps sold separately. denone nnann Mrl9nP nP[MsBnna ron9 Z I 9M1 ee [ 'moo I m . NbrYs srm cM1c[ aria B; PP n9 muscles n O�tt Wrismrchas e /y •WonteecmmlaM kg Pull Up Ln mundes WegM EO Ile O •Dmi90ad . ne . n gripe rj usc9dFPONim • worla amcM1est. and gB poi�g mucles � s m s � vp Press Station ...,Y' F 4 VigMJ016 A# # •elevek wltM1 tried m B m height Positions .w rla arm and on. msscks a N Ill\ o nQ a Arc Ladder Wegbt'IW lb y • dy Use for local be* training and #retching •Tehl bay woreAt , 3 a Step Station Waglrt lls m Cargo Net S' (1.Sm) mapping h gpr sfn. Repp ng and jumping Weight. 95lb • WoNa lag muscles • Offers wide raga of total body exercises and stretching. Total body warl¢ut Row Station ./ Cargo Net 10' (3m) °'tight"°° Ib wereM1L IBJro •Off rc'Fla hand position: •st Larry spade all.a for #ramgthaM agility a Ppebcdy Wllm difficultyl is k "adof eared tlRfiwky .Wore, arm.back and <M1e# •Total body workout IN muxlc LOT 33 BARKLEY VIEW COURT PUBLIC ROAD ($4 RVI) 0J)a " PROPOSED \ EXERCISE LOT36 cal LOT4 \ STATION > 2,800 SF \ ` LOT LOT -•GROUPFITi o< \ J a m m \ Qd \ I OT -•OPEN•SPACE 6 \ \ 9 ACRES \ GREENWAY 1 \ LOT gB LOTx i f ••� LLOTv OT39 . . . . . . \ GLENBROOK AT FOOTHILLS LOT 40 PHASE IIB y\ Lor 41 ..... .....'` \ \ LOT, LOT / LOT 78 / SFD / LOT 79 SFD LOTS \ LOT 86 SFA LOT 87 SFA G LOT 81 \ SFD LOT 82 \ SFD \ LOT 83 SFD LOT 84 \ \ SFD LOT 85 SFA LOT 80 SFD FA r LOT 69 i SFD .? L T N U) \ SF r N i LOT sa\ N Q \ SFA (y 7 LOT 65\ SFA \ / LL \ ^ LU ' J 000� \ /(n w i--1 o r:':::•.. L9 W Z -OPEN SPACE u" I J CL :•:-:':-:':''I Q P` LL = J z in w UJ U) 0 U LOT 94 U J SFA � � '.,/ I \ LU I I LUJ Q LOT B L9 I LOT I LOT 93 SFA \ ® LL SFASFA LOT I I SFA I SFA LOT \ SFA I I VJ C:OPE�AS PACE LOT 112 ILOT 111 ILOT 110 I RES SFA I SFA I SFA LOT 109 LOT 108 I LOT 107 II I SFA ' SFA I SFA C SC ( IN FEET ) 1 inc'h� 60 /V) _ V J W o. ^/ p P1/ LL OPENS PACE i Cn 0.09 AC \O F■R■R■ W LOT \ \ SFA l'1.. Ur Uri LOT 105 \ SFA H LOT 106 \ LU SFA 0 LU LU JOB NO.