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HomeMy WebLinkAboutSDP202200021 Plan - Revision 2022-06-27OWNER: DEVELOPER: ENGINEER: TAX MAP NO.: TOTAL AREA: ZONING: DENSITY., PROPOSED USE.• OPEN SPACE.• RECREA77ON AREA: GLENBROOK LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET, SE SUITE 400 CHARLOTTESVILLE, VA 22902 ATTN: ALAN TAYLOR COLLINS ENGINEERING 200 GARRETT ST, SU17E K CHARLOTTESWLLE, VA 22902 (434)293-3719 1. PORTION OF 05600-00-00-057DO (DB.5039, PG66) - 9.50 ACRES 2. POR77ON OF 056A2-01-00-06200 (DB.5039, PG66) - 0.08 ACRES J. 05600-00-00-05781 (DB.5039, PG.75) - 9.32 ACRES 4. EXISTING RIGHT-OF-WAY (PLATTED/ NOT YET DEDICATED) - 1.04 ACRES (SEE SHEET 3 FOR AREAS & PORTIONS OF PARCELS) 19.94 AC R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT, WITH MANAGED SLOPES OVERLAY DISTRICT IMP 56-57D AND TMP 56A2-1-62 ARE LOCATED WITHIN THE ENTRANCE CORRIDOR NOTE- IMP 56A2-1-62 /S SUBJECT TO THE APPLICA77ON PLAN AND PROFFERS ASSOCIATED WITH ZMA201600005 AND ZMA2021-00015. ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC + 30 % BONUS DENSITY FOR POR77ON OF PHASE /// DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE POR77ON OF PHASE III DEVELOPMENT WITHIN URBAN DENSITY AREA OF THE COMPREHENSIVE PLAN - SHOWN ON SHEET 3). PHASE l: 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) PHASE //// (THIS PHASE) SINGLE FAMILY DETACHED UNITS = 20 UNITS (NOT INCLUDED WITH THIS SITE PLAN) SINGLE FAMILY ATTACHED UNITS = 100 UNITS MUL77-FAMILY APARTMENT UNITS = 24 UNITS, INCLUDING (6) AFFORDABLE UNITS NOTE.- TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS, EXCEPT FOR THE (1� 1-BEDROOM RENTAL UNITS) TOTAL OPEN SPACE PROPOSED (PHASE Ill) = 6.05 AC (30.3%) TOTAL OPEN SPACE REQUIRED (25%) = 19.94 AC x 257 = 4.99 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIA77ON, EXCEPT FOR OPEN SPACE G (GREENWAY). THIS OPEN SPACE G (GREENWAY) WILL BE DEDICATED TO THE COUNTY FOR PUBLIC USE AS A GR, ALL OTHER OPEN SPACES SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SW OPEN SPACE A = 0.42 ACRES OPEN SPACE B = 0.43 ACRES OPEN SPACE C = 0.21 ACRES OPEN SPACE D = 0.04 ACRES OPEN SPACE E = 0.08 ACRES OPEN SPACE F = 2.58 ACRES OPEN SPACE G (GREENWAY) = 2.29 ACRES TOTAL AREA PROVIDED: 54,970 SF (NOT INCLUDING GREENWAY DEDICA77ON AREA WITH PASSIVE TRAILWAYS RECREA77ONAL AREAS INCLUDE A TOT LOT, FIRE PIT, RECREA77ONAL GRASS FIELD, BENCHES, PASSIVE RECREAT, AREAS, DOG PARK, AND EXERCISE STATIONS. THIS INCLUDES OPEN SPACE A,B,C, AND 9,083 SF WITHIN OPEN TOTAL AREA REQUIRED: 200 SF x 144 UNITS = 28,800 SF SEE SHEET 25 FOR RECREA77ONAL AMENITY PLAN FOR THE PHASE ll1 DEVELOPMENT. PRESERVED11MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGI SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXIS77NG CONDITIONS PLAN SHEET (SHEET 3) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET NOTE: VILLA UNITS: 1-1/2 STORIES (MAX. HT.=25' & MAX. FOOTPRINT= 1665 SF) - BAYBERRY UNIT TOWNHOUSE UNITS: 3 STORIES (MAX. HT. = 30' & MAX. FOOTPRINT= 800 SF) - BALFOUR & POPLAR MUL77-FAMILY.3 STORIES (MAX. HT. = 30' & MAX. FOOTPRINT= 5,544 SF) - 2 OVER 1 UNIT SETBACKS FRONT. MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM - 25' MAXIMUM SETBACK SIDE. MINIMUM - 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM - NONE BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT.. NONE TOPO & SURVEY., TOPOGRAPHY PROVIDED BY A COMBINA77ON OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVE JANUARY 20OZ GRADED AREAS WERE FIELD SURVEYED IN 201 Z THE UPDATED BOUNDARY LINE INFORMATION SURVEYED AND PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN OCTOBER 2021. INFORMATION FIELD VERI COLLINS ENGINEERING IN DECEMBER OF 2021. DATUM: NAD 83 EXIS77NG VEGETATION: PAR77ALLY 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 UNITS x 1.5 SPACES = 18 SPACES J. GUEST PARKING (1 SPACE / 4 SFA/MUL77-FAMILY UNITS): 124 UNITS x 1 SPACE/4 UNITS = 31 SPACES TOTAL REQUIRED PARKING 273 SPACES TOTAL PARKING PROVIDED (SFA & MUL77-FAMILY UNITS): 224 GARAGE/DRIVEWAY PARKING SPACES 27 OFF-STREET PARKING SPACES 22 ON -STREET PARKING SPACES TOTAL PROVIDED: 273 SPACES NOTE- ON -STREET PARKING SHALL BE PROVIDED ON ONE SIDE OF THE STREET WHERE INDICATED ON SI7F PL, PARKING SIGNS WILL BE SHOWN ON THE FINAL SITE PLAN DESIGNATING AREAS FOR ON -STREET PARKING AND THE ON -STREET PARKING IS PROHIBITED. PHASING THIS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT, WHICH IS BEING DEVELOPED IN PHASES TOTAL, PHASE 1, 11A, IIB, Ill, IV & V. BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVES77GAT70N OF THE SITE STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WA PR07EC77ON ORDINANCE RETAINING WALLS: A RETAINING WALL IS PROPOSED WITH THIS PLAN, SEE GRADING SHEETS. LANDSCAPING STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SEC77ON 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTE SHEETS 23 & 24 FOR THE LANDSCAPING PLAN. BUILDING SITES: EACH PARCEL CONTAINS A BUILDING S17F THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZO ORDINANCE. STREAM BUFFERS11FLOODPLAIM THIS SUBJECT PROPERTY 1S LOCATED IN ZONE X. THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON 7741 SUBJECT PARCELS, PER FEMA MAPS 51003CO228D & 51003CO229D; FEBRUARY 4, 2005. STREAM BUFFER EXI: SHOWN ON SHEET J. OFFS17E DISTURBANCE: NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE 77E-IN CONNECTION TO THE SANITARY SEWER WITHIN EXIS77NG U77LITY EASEMENT. FIRE FLOW / BUILDING CALCULATIONS: WATER/SEWER: THE DEVELOPMENT WILL BE SERVED WITH PUBLIC WATER AND SEWER. THE WATER PRESSURE FOR THE DEVELOPMENT IS 2850 GPM AT 60 PSI. ISO CALCULATIONS: THE MAXIMUM REQUIRED FIRE FLOW FOR THE PROPOSED USE, BASED ON ISO CALCULA7IONS, IS 1250 GPM. Proposed Roadway 148,990 sf Proposed Sidewalk 39,200 sf Proposed Driveways 42,880 sf Proposed Residences 167,500 sf Proposed Emergency Access 4300 402,870 sf OVERALL ACREAGES TOTAL ACRES OF LOTS: 10.36 AC (51.97) TOTAL ACRES OF OPEN SPACE: 6.05 AC (30.3%) TOTAL ACRES OF ROW 3.55 AC (17.8%) 'PROVED A REQUEST TO VARY THE PRIVATE STREET SIDEWALKS AND AN77NG STRIPS SUBJECT TO 774E FOLLOWING CONDITIONS: 1. THE DESIGN OF THE SIDEWALK AND PLANTING STRIPS MUST BE IN ACCORD WITH THE PROVISIONS OF SEC77ON 14-422, WITH THE EXCEP7ION OF 774E LOCA77ON OF THESE ELEMENTS WHICH MAY BE LOCATED IN GENERAL ACCORD WITH THE LAYOUT SHOWN FOR LOTS 56-65 AND LOTS 86-97, AS SHOWN IN THE PRELIMINARY PLAT 777LED "GLENBROOK AT FOOTHILLS - PHASE Ill, IN177AL SITE PLAN & PRELIMINARY PLAT," PREPARED BY COLLINS ENGINEERING, LAST REVISED MAY 20, 2021. 2. A MAINTENANCE AGREEMENT FOR THE SIDEWALKS AND PLA77NG STRIPS ASSOCIATED WITH THE PRIVATE STREET MUST BE RECORDED GLENBROOK AT FOOTHILLS PHASE III FINAL SITE PLAN SDP2022tttttttt00021 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED, WITH THE EXCEPTION OF THE UNITS PROVIDED ON THE APARTMENT LOT. 3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D ADOPTED FEBRUARY 4, 2005. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) l7E TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON 774E 17E TRIP GENERATION MANUAL, 10TH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 124 DWELLING UNITS (100 SFA UNITS & 24 MULTI -FAMILY UNITS) AD RA7E - 732 VPD PER DU = 908 AD (454 EN7ER/454 EXIT) AM PEAK RATE - 0.46 VPH PER DU = 57 VPH (12 ENTER/45 EXIT) PM PEAK RATE - 0.56 VPH PER DU = 70 VPH (46 ENTER/24 EXIT) 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 7) THIS PROPERTY 1S NOT LOCATED WITHIN A DAM INUNDA77ON ZONE. 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. 9) SEE SHEETS 9 & 10 FOR THE LOCA77ON OF THE RETAINING WALLS WITHIN THE PHASE 1/l DEVELOPMENT. 10) ROADWAYS AND PAVED CIRCULA77ON AREA = 148,990 SF. C RE S RAILROA LJ�:uw UB EC SITE LICKINGHOL BASIN OUTE T L.I. �. 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 0 CULVERT Q DROP INLET & STRUCTURE NO. CURB a CURB & GUTTER O PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT BENCH MARK _ _ _ _ - CLEARING LIMITS - - - -200- - - - EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT/R. Cl9LLI: Lic. No. 035791 0 6/20/22 �SSIONAL E�Ot Z k O m m ZU (f) N LU 0LU 3 3 r0 V y/ LU �" J J W rrA LUCl C C Q O N 0 v Z- 0 0 T CY) r', Z z co Q cyi N M W 1 WN CD U) C)) J N Q W Q LL LU 1 J J I --I U) W W < LL O LU �Z IL _ O u J Z LU ~ O U) 0 W ® W Q J O t�W Cn Q z V W ((J N H w o w a � 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 � () � BrO (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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'1'.'.%'1 \ v BIFG3 �,�725 �� - /-� A 1 �. v v -'v r - A I 1 ,_ v t, •, •,••F, V v vGZI*FAMILY RE�SI - - TMP 056A2-04-00-000A2 6 / I / I•�• - vUSE: v - COUNTY OF ALBEMARLE �� - V / v MP: 056A2-01-00-06200 / ?v / I // / / / `�.".'• / �_ A 1 A V' . '•I'• .(.'. . 's \ >; .'.'. �, �oA v v vvv1v / �\ wu roa srac r (DEED OF DEDICATION TO ALLOW FOR THE EX. PARK RIDGE DRIVE RIW ��-•�, -- / _ / / /' / _-. I / 1 A '•�',t•',� ' ' I' �' ',A,'V'•A,•,•, Iv v v v� v- -v / J J -� I V ��® R=53oso' / OWNER: GLENBROQK, LLC- -- / \ � / / / I , `. I. . .'. .I.. „ A VvI A v v v v v- Q ur �� i� I�" aCONNECTION OF PARK RIDGE DRIVE TO I DB. 4972 PG.726 / ACR GE: 1.893 AC v --� V - '.:- I A 1 -' 7-' •'-I-• - A . -C )'. a'.'. •. v / v- / rz HILL TOP ST L=392.28 / / / / / I :::..'.:. `� I z ` ' "HILL TOP STREET HAS BEEN RECORDED, I v / ZONING: - R-6 v / v / / / /"5'-- I A \ V I . I- ' ` - v v �� O 51G�NTTAC�-�J / / '�' I 1 .'1� ` I v v .-, ,/ D.B. 4850, PG. 52 �I I I ,v v / m - v v _ in / l l l /� i / ,;.. 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SAN. - \ \\- / / _ - - / / / / / / / /� s�� -x- I J\ v I I \ -\ SWR TO BE \\ \ // / / / / 1 /> / / / �IL 1 ' -\` \ m I 11 \\ \\ \,/ REMOVED -- \\ //\ i' '/ // 1 --' /// / // � _ / - -7, 'n 1 v v Y _ A A / _ / __ / /� �\ 1 / / - - - -- " - - I 1 I \ \ \ / \ R=469.50: _ _ / \ \ \ / / _ _ i I , // / - - I 1 vv v 1 L=13.73' ---- v A A / / �� - /- - .. _'.. _ _- s. v I11 / -J I 100'STREAM \ \ \ ---- \\\ / -- -- � I \ \ ..\_- - // /- °- " I BUFFER �� -v �� /- -v v I— '/-- / - / I v -- � � -v // / -v I V /�V w �sxs / ,---� I v 's -' I ---' - --- / ® 20' ROW TO BE VACATED � vv -- \ _, \ D.B. 227, PG. 380 - • • • - /' T I� % \ l \ _' /' m o 's'o \ EXISTIN �REELINE / \ g ......`. i / I I \ - - \ / M aD \ \ / i' \ -1 \L sue•"•••••••'•"•'• N N / / ----- "M I s'°- ' �� - - w _ \\ \ / / mete \\ D.B. 322, PG. 544 PLAT \\ ....' w N N �' / \ I '� I Y ^ - - \ \ \ TMP: 05600-00-00-057D0 \ - / / �' \ \ S89°53'07"E 212.31' - _ _ - gig°53'07"E 366a6' - - - - - - - - - - �` ' _ \ / - - -- _ - S89°44'59"E 193.12' \ �\ \ ,`.-.-, ','.'.r'.'.' /' // \ I WI I �I \ \ \ � -WNER: GLENBROOK, LLC 6>7 9.65' \ \ ---- - y • �� Q o noel / / I \ \ Z \ \ 8,0.51' 52.15' /' - ♦ . .' .'.�.'.'.'.'.'.'.'.'.'.'.'.'.'. .''. '/•___ I I \ \ ACREAGE 9.72 AC / J �---� - - /_. / \ '� I \ \ \ G€ �, / / -6'�0\ \\\ / / - ♦ �. .,. ....'.`.`.'.`.•...'.'.`.•.`. .`. .e .. >c�.. o 0 �/ \\ I vl I \\ \ \ ZONING: "RESIDENTIAL - \\`s��_ / I ` - - ♦ . . . . . . . . . . . . . . Wiz- . -- .I. . . . � , il\ I ° j / \\ PARK RIDGE DRIVE ..'..'...-.-. �. -- I. , � 1 / w \ \ D.B./PG.: 5039/66 ! \\ . �* . . . . . . . . �- / z _ \ \ USE: RESIDENTIAL y� / N40°38'11"W � I DB.5075, P 664 \ �� -\ .`` ' .'.'.'.'.'.'.-.'.'.'.'.'..'.'.' '-%.'r' - LLLpL.154-' I I i 1 \ - - - - j _ / 99.87• R=295.50' \\ \ �' LL'� - _ I . . i . I �' � - - - - �FF� r /OT- I I I 1 \\ \\ \-----_670 L=155j56 �� r_ - ( ,I .1 .} -. �....�.• .. 1 I I 1 \ \� \\ EX. SAN. / �� / - o ti _ - _ I I I \ \ \ SWR TO BE �L / / �, �,_,;��\� '``�\- /---__ I .�-`.`-' _ - - ---- --_ \� I0 / \ \ \ \. REMOVED / -�- i/ '/ 6�' ( �� ��./ ------ J . z-LL.'• _ 00 /� -��\ .a. I / \ \-\ \\ \\ / _668---'\\ / i .� ,1 R=13.50' _ -_. __ _ - �\\. - ♦•\ 74� _ - y / I` , T. / I I / \ \ \ '-- / \ /' / it L=22.7T - \.� `' .• \ 74 '♦- \\ .'.7. CEP)` P-A S--- . ♦ / co Q / e�`s - - \-� I' \ \ I i'� l -/ /�--� , l \ \1 6 / / S69°52 YS"W=� , -- _---_ I-----\ - � vim'.'.'.`.'.' I.g �.`.' - i.'. �� �` r_�. \ \'J // / _ - \ \ \\ \\ \� \'\ �� ' i /Ili 1 \ /% 1 672 _ \ . . :�s� kC' .Sr. i i \\ \ \ \ ,\ ,v---0� 98.78' ^,i ^ ^- \ -': �2 �b:2'�AC 60' , /� �-, L/ / // --- - -J m I 1 \ --- - _ \ \\ \\ l PORTION OF EXISTING / i - O : ro,, � ® r' -L� , \ --674• !'. • �' \-. �._. ! � O- // -- I -�666- i , , - / A R=13.50' ' ✓i/ ' \ I - �• � . I ,.. / A - SANITARY SEWER TO BE , J ,� \ Z / /® LOT 73 , ® --- 7� ! �; /•, N / �- t- - \ - - _ _ _ _c� / REMOVED AND REPLACED , : \ \ C9 ' ` \ - _ / • -5e - -�-. - -- - - l -v , / / I > � 6/ // LOT 74 - SFD - -- - /\ '9^, \ / , 668--*-• - � uj / I 1 EX. ACSA SANITARY SEWER\ \ / / � / �- �' a �I , \ , IL .'.'('.'.' -I 0 STREAM - ! / \, , 1 \- 1 _ -LOT 72 \ , / i . / 1 IN 20' ACSA SANITARY ESMT - - \ Q ! / / ,1 / %' / ro p < I4u co I� SFD, / / F , d+ Op N,SPACk' - • co -' \ I I 1 --- BUFFER-- '- NOTE: ALL SEWER MAINS AND / / I r I / ,� I[l Q � / / / I SFD' \ \ ' / a \•b' \ D.B. 1997, PG.2a56 - I --- /\-- MANHOLES UPSTREAM OF / / / \/ / I 4 0 '/ / \ ® \ \ REZONING LINE I / kb�-',! I t H� 1, - - - - - EX MH F 11 10 1 SHALL BE / Q O , r�/ / // , \ , \, sb,pg\AGftFS• �/ \ l \ / r • rA y LOT 132 // N v' / EXISTING LOT LINE 1 %r`- - _\\____ -__/ REMOVED \ / / / \ \ p� �o /N // / /- \ \ \ ' I - - -Bsq- / / , / / - �(/ - 1 /� 'v/ / ® / I \ / \ �\ D ; /' 'ss<. . \ \ SFA /'� O ' e �- ,-- --� - - 20'ACS/ NITARY \; , \' / / ps W w / / \ \ \ \ , \'.. - \ \ W - _ - - -66 - - Qi / LOT 75 \ L 1 . \ \. OWNEF� PARKS0IDE VILLAG \ ' zo' w+nnxr - - - o- -- _ SEWER EASEMENT / / / / / H O // !qel /i l l / LOT 71 \ \ s \ \ -.' scorneeseu <---_ - - - - - l i l ' / N n� , ,/ SFD/ A \ �• I/ ��G - Off •"�V�- EXMHPSVOS-17 -- - ------------- / /, I / SFD I / I s \\ \ ,' LOT 133 N 67 - - _ _ _ - Ds 199r 9. zas \ -/ - _ D6.5075, PG.664 > Qj , ° / \ HOMEOWNERS r °' - \ / --s --- --- � --_ - , / / / / v� i � I / , I ® /� �. \ - \'a SFA --_ � - - � --_ / \,'\ v, N ,y d/ l LOT 70 1 \ j, \ \ .. �'pi .. /�/ N ASSOCIATION, - - ,/, I l l/ v it I l I l 1 L� \ Z I -�`-- ♦ - - \ ' / / / v ' \ SFD I \ LOT 68• / '\ . '`' \ ACREAGE: 5.69 AC I . . r.�.'. . .jam'. -S EX-MH-Foothill-10-1--- ---_- � / : / / / "r % -- \ / \ SFD• I / ,' LOT 61 \• \ �OT 134 H4 .;��i�.r. . -\\ TO REMAIN --_ /-v,' / / / / ^ i l' I I I \ // , / , ,-I, .:. -� "\'\'1 r�0 •C•\ \\/> SFA ZONING: ,R-6 RESIDEN I _I -' Y� . / - - -� / / 2 , / I / \ SFA ' �- D.B./PG.: <3205/626 Y "_I =.�j` ... .�`I . \�- ! \ --- -� --_ _/^\ / i \/ ' / / / n r / I 1 0) i / 1 - ♦ .'/ I''.\\.C', �i� / •' / > E: OPEN SPA E OR THE i' .T <..•.'.�.' I ..`.1�.. u-.- � . t.' \EX MHP V -16 �\\\ /\ \-1556 i ! i / /�/ / / /.� / i� LOT 76 \ �_\ - / - / / ® / LOT 62 \ F r I . . . .'•I ! -ti.% '.1.' ?-,� :Y S \OS \ ----' \ , , / , - / , I / PARKSIDEI I LAGE e /' sLL j l' .'.' '.'. .I.'.f. ......' _.'. \\\ - _ /�I ---- % / / / / / ,, / SFD \\ \-�L LOT $� / :: CC$ NOTES: EJ. J H� NEIGHBO H OD :.�,`.. . . ,- �. \ - - // r / 6,\m \ ,SED WITHIN FLOODPLAIN _ - • \\ S89°51'11"E 586.85' - / / / / I _ I / _ / - ' - • ' - ' - '\ \ - - - i ,� , , / /r! GLENI�fROOK AT FO 'pHILLS \+ 1 BASED L J H� 'N89°51'll/W - - - -r- , . - - - - . . * - 1 /i _-----_ PORTION OF EXISTING / / / / / / / i l " l i l'l \ '\° \ _ 'IIIIIIIIIIIIIIIIIIIIIIIIII - Noz° aa' 13°E asss' I 108.7 \ \ \ I I / / - _ _ - _ / / �as° 5r 1 r'w d/ PHASE I - BY-RISECTION H� THIS PROJECT IS SANITARY SEWER / ON FEMA MAP NUMBER 5 003CO229D ADOPTED FEBRUARY 4 200 • •• • EXISTING TREE AREA •• \•a \ I / / //- _ _ --- _ _ EASEMENT TO BE VACATED\ \ / ` % / / / 5z3e' ' ��' 1 / \ ' •• %'{ \ _ 2. TOPOGRAPHY PROVIDED DEDC YTA COMBINATION OF ROUDAB SH &5 -- .'`"-`INCLUDESAMIXTURE .'. .�N•LL \ / / / / /� ---- \ , / , / / / / / , , / : / ,o, / \ , \ �R,\•. " / . A A 1 I �/ I : r A LOT 74 v / / m - GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE > \ I I- OF EVERGREEN AND '.'. \.'.'1' \ \ I I I l // -rm$7LL LI lS' -�- `a.•I I I I '/ / - / / / / / / / , ! , \ �/ _ \ ., •,___ , __ I I I I I/ I / / \ SFD / //kkaa ;\ INFORMATION IS PROVIDED BY ROUDABUSH, GALE &ASSOCIATES IN w 11 •- DECIDOUS TREES -•, • \• 1 `, \ \ I �f(PpRt}yE�-u • � - ,cy / ,f \ \ I " I - -- '.'.`. -. \. .'. '` ` \,1 \ \ \\.r�\ ,.i-,. ,,' /• I I 1 I I' l l I l l / d ,, l i l / /: h _ \ _ _ '.�'. \\ \ i \ \\ ..r• •-.W 121Z;QQ0 .�. OL7 � \\ \ .`\'• it I ' , , l \ ., OC O O OG S U OC O 0 / •� ,- / L 8 / / T BER 2021. T P RAPHY WA PDATED IN T BER 2 21 / _----------_ .\" `.••'-\'•'\ • \ . \. \\ \\ \ �\ \\\\\ • "i LL :"� ,`�. i1 '�`--11,:-'r'l l l l j 1 l I l l l / . l j l / / I, \\ \ ,-\ , SFD , �1s_ -SF&9' r \ �\ •- WITH FIELD SURVEY AND HAS BEEN FIELD VERIFIED IN DECEMBER \ � -- _ I �I - - s. \. .\ .C.,1 \. . , \ i\i ••1rs�.`CD�'-`.'. .,a . r l l / r / / 20'ACSAWATER i _ /, ?,. \ \ ,\ \\\ •.,\.t ,� `,. ,// l/, l`P, 111 ,/l // , l : C ♦ \ \ \\ ----I-" 1 _--_� --,.\ p \. . .'. L'. LLx•'a.� \\\ \\�\\\ \ \\ LL•';`w'.,'.\'.`.'.'`••`,.�`y� `<,f" / / / / % l / l l l l l j ,�,�� / / / EASEMENT /, / ; \`V \.�•\; ® . / �' 2021. O 2 ® LOT 80 \ s7z- \ - _ -- _ \ \ ..�.'l': - %.\�, \\ ii \ \ \\ I - . ,1` - ,r ,c' / / / / � /�/ / / / / / �/ �DB.5075, PG.664 , -_ / SFD 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. m \- ---1--4 - _ - ��- - ,\ -\ .I''r., , �\.'. \ \\ ` , \ \ \\ r\.•.\..'.-,%;f'�" .` / / / / / l , l l j � ` ,�/ ;' / Sss '.� -_ / ® \ / I THE MANAGED STEEP SLOPE IS LABELED. '^ I /�� \, r .'r'� \ \ \ \ •N\- • - "y / I q3o�"�' `� \{`' / \\ \ k " 4. 100' WPO STREAM BUFFER IS SHOWN. THE 100' WPO STREAM Q V / V i �ii V ,-A I '.1.'.1'. A a�1 ;.I. A VA AVA VA ,•,.r ��.n4////"/�/:- Ill/ ll i t i F __ 1 '.1'.' \ .\'.'.'.`. .\.\. \ \ \ \ \ \ `�\'�r•i. i? ./., l//ry / r _/ /// it , , ?q)�' _ \.�� -�_.� \ p .I. . .\` I-/ r - - 1i �..'..�. \ .... \ \ \ \ \ / k BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM. J\ --- - , i S �- \\--- \ \\\\ 1 /I,..' .•\' \•\ ` \ \-\\ \ \\.\r\\r. `�r �. j��". /l ll / / i r (\\\ ,�l i / i , a \\ - _ l ® J�: ..A..'." `-. / . 1 / _-- \\ \ 1/ \ .'.'.'..\'.'.' \ \ ° % / 1 \ \ \ Q y I THE STREAM WAS LOCATED BYROUDABUSH,GALE&ASSOCIATES. U \ J ' / " \ \ \\ . I �/ LL' \- - \• - \ \ \ \ \. PORTION OF EXISTING ,/ / / / / / / / ' ' / ' , \ -'.. `6 ' ' / /' 1 - i' -�-- ` \ \ I I`.,M I .�. LL .LL . \. \- \\\ \ / // 4-c/ ,/ I 1 _, , , , \ \ - � 1 ___ , \ ,11 I \'. .'\.'.\.' - \ SANITARY SEWER TO BE / , I I II \I , / 1 ,/ , \\ \ •�-'r,�`� - LOT ((/� /. . .LLI.. i..... '\: \ \ \ .\. - I H� a J Y \ \ \ \.'. `.'.'. -\\ l /, ,1 l , < , \ 5i \ -- r••• da. .�. o o izo \ \ \ \•� o \ i� �`-���+1_ _/ \\ \ \ / 111 \ • '.(. '\'.'\. - \\ \REMOVED AND REPLACED' / ///// /n� ' / -�_� \ szs°zfi' ' / -- /� !' 'APBN- PAC - �/ ,'L T\127 -\' \ \� � / - \ (, n / \ \ . ... . , \\ \ \ 1; / /, I -J , / \-`,EXISTINGTREEAREA ! j.'.'.'.'.`.'.'.'.' . . \ �� ' / / \ \ n \ LL \- \ \ \ \ / / / / // I 1 / \ INCLUDES A MIXTURE ` ® I, G r ui '\\ / / o - -0o- osoo - / 1 \r \• \ \ \ \ \ \\ / / / / / ,\ I \ / \ �/� F .`A.4>j/ABESi - - a �,. - / /- - _ \ \ \ \I I \ ,_ \ . .�.. ...: t\.`:'..\ \ \ \ \ \ \ / ' /' I / OF EVERGREEN AND : I/ LOT I / '.I. . C%�'.- _ \-- \\. / \ 20'ACSA SANITARY J .-.'.-.'.'.' + . . r • / 1� �'\ i J(IR�V. PHILIPM i / - , \ \ \ \ . �'. .\. \\'. \ \\\ \`-' // / // /, 1' EX. 20' EMERGENCY I \ / / \ SEWER EASEMENT i \ VJ / l'.`. I.'.'.'.'.`.'/-. i ."D'.' / /. i. \-, � \�.'`. O i _ / \ \ l l \ \ • •\ • • •' �•\ \ \ \ - / / / p I \ DECIDOUS TREES I SFD I " / . I. .i . _ \ \. -� OR JENNIFE ' / / '. \ \ EXISTING •�'\.'-'- \\ \ \ -_- / / ACCESS ROAD 'l / / .I*/ \ \Q 7 '. , . . r . .'!' % 1 fl. 60T 1%6 \ \ •-•c ZONING:R-6R IDENrdnC / - \r \ \\\ \\ i\ \ ,CREEK .\•I . \ •'I.\\ •.°.�\ I \Ifi �\\ \ \ _ 'i/ t / DO 542o Pc 586 \ //.. / \\ D6.5075, PG 664 \ _as3o�' .� �� \ I No. Parcel ID-;. .•'Owner . .I. . `. / .'.': To O 0.2390 ACRES / / \' • ` _ , y/ EASEMENT \ \ • ' • • • • • •' /, Total Acres D.B., Pg. Zoning (n \�--- D.B. 2229 PG. 29 ' �'-,-Z- \ \ \ \ \ .\ I \\ \---'/ \, / \ \ \ / Y` ------ -\ \-135.8'>'i' / / \ I u- ( USE: REDS L \ - h - \ \ 1 OS6A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JR TRUST U/A DTD 0.110 4122/202 R-6 / ---__ \ / / \ '` .-.-• \ \'s' \>= --- ) d \ \ \ / / \ - EXISTING BOUNDARY OF \ I : / / I / / - \\ 1 ( /\ 1 s \ \/ -- - \ / / 2 OS6A2040006900 PETERSON, DANIELLE ROSEANN OR DAVID LEE 0.040 4601/137 R-6 z I— % 1 / / - \ l \ \ \ \ ;:. '.' \'\ I \. -- L QJ� \ \ \ / \ / ,REZONING AREA (ESTABLISHING / / / LOT 83 _ \ \ I / \ \ \, a N. \ 1 q _ _\ / �/ 3 056A2040007000 KING, JACOB MARK & MARIE EVA MADELEINE 0.040 5002/130 R 6 w / I \\ \ \ \ •<'4 • \ • \ - --\�_ \ ,.I \-_._ \ \ \ / / --- _ THE BY-RIGHTR-6SECTION OF / • / Os6A2 04-00-0040� / - ^ - \ / � \ \ \ \ \ \ �I �-\ . - - \ \I \ \ /` - PORTION OF EXISTING 20' // / / / / \ SFD .' _ 4 056A2040007100 DILLARD, WILLIAM H 0.114 3020/075 R-6 W SULLIVAN, JAMEs.I& / -- �\ \ \ \ \ \ t-'-' - \ \- I. I�, - - GLENBROOK vs. THE REZONED / / J SS CAITGA D __�//' \ \ / / \ \ \\ \\ \� �� \ \\ \\\`,, ••..�`�..,E •,.,..`-\I �• \\ -'\ \\ �_Y� t, = \ \ \h / TO BE RELOCATEDWITHOTHIS WITH /// �/ / \, _` 5 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 - v \\ R-6 PORTION �� -I- lssoncREs / 1 v v A v vvv v v v."='�" v v v v %I � v -�_ v // / / / / ® �\ 675%' - 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2 / - __ A A v v v V� v " V O8- . V. A\ V A V A , A A PHASE OF DEVELOPMENT _ / / / �i / / I " 1 ONING: R-6 RE�SIBE TIAL A A A VAA A `` \ V A \ V A, \ - - - ♦ / LOT 84 / I �! s. s3aa Pe soa h /- v v A v v v A vvv V v v v" v V� v v v v v / // / 7 056A2010006500 COLLINS, MARIAN B 1.000 371/553 R-2 -- / rIA N /^/ vv-vv vv v \ vvv` vv v .�' .I..�'� v A`, vvI SEWEIRTOREMANY / �` SFD /I 8 056A2010006600 FLANAGAN,ROBERTMICHAEL 1.050 970/668 R-2 �aa � �_7=_� _ � v v v b \ v v v A v vv v.... �, v v �v ;v' v v TMP: --- _05600-00-00-057B,, - // / GLENBROOKA OOTHILLS 9 056A20100067B0 FLANAGAN, ROBERTMICHAEL 0.500 3678/232 R2 A2-04-00-0930�°ass to - � I A `A \ V A V A V '.A,•.'.' .', '\ "'. A V �V A v A v '-OWNER: G-LENBROOK: ELC A \- / /• pHASEI-REZONED SECTION I / / - v v v v v v •v • ; v v v v / / // 10 056K1000006600 AARON, PETER & LESLIE SCHNEIDER 0.150 5286/548 R 6 JONEMIN MARTIN \ V A - • - -' - A EX. 20' SANITARY J V I V A V ACREAGE' %32 AC A A / ' / I I ORSARABE H o J - \ \ \ \ \\ \ \ \♦, \ - \ �' ' ' \' \ sEwER EASEMENT I \' \ \ \ \ \ \ I // //t^ /. \ ® �76 / 11 056K1000006700 EGGC LLC 0.130 5359/29 R-6 nw/ -/"- o.zlzo ACR �� -\ � \\ \ \ \ \�\\ \\ \\ ,\ \ \\\�\� \ ..\\..'. `.�`.'.\.'.". De i997 PG 235. p ;\ \ \ \ --ZONING: R-612ESIDENTIAL _ \ \ I fI• • \ - % / L.L CO / - LOT-85---- 12 056K1000006800 BALTZ, BENJAMIN MICHAEL 0.120 5460/531 R-6 ,,� -I_ \ \ \ \ , \ '.4'.'. \<\'. - \ - ; \ \ \ -- D.BJPG._ 5039/75 \ / \�• - / N / Z \ \ \ �\ \ \ \ \ \% LL'. ' I - \ SFA ... / L.I_ I ZONING: -4369 P RESIDENTIAL o - � \ \ \ \ a � I I I � \\ \\I \ \ \ -USE: -SINGLE FAMILY RESIDEIAL I\ / � 13 056K1000006900 GLENBROOK LLC 0.110 5075/664 R-6 7 / IAL �' \ �- \ \ \ \ 1 -*- - -\• - \ \ - \ I /� 1 . / \ ,\ \ • /'/ / --L-OT 14 056K1000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 5347/441 R-6 - Q i-_ J y__� \ \ \\', �\ \ \ \ \\ \ 1 i1 \ \ // ---SFA �r� W I I X \ \ \ \ \ • (. \ \ ; / ; \\, \ \ \ / / - - 15 OS6K1000007100 DUNN, CATHERINE S & TYLER C DUNN 0.180 5457/729 R 6 V \ \ \ \' \ N\--'-••'• \ \ Ex. STORM DRAINAGE \\ / /'♦ \�\\ LOT86 \ ///'/---- 16 OS6K1000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 5398/250 R6 J I o56Azoa-ao-aozoo --_ I �_� \ \ \ \\ \ N -. - .\-•. \ BENCHMARK: / 1 // ' \ \ \ \ o • -\• - • - \- • EASEMENT - / / \\\ SFA ` • 5qa / / I B B -E' \ I I \ \ \\ \ \ \ \\ \ \ - 1.• • • . \ -EX MH PARKSIDEVIL-1-14 / 4 ara • �/ // o PAMEL 1 \ \ \ \\ \\� De 5369 Pc 75 \ . \\\ s> 17 056K1000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 5404/001 R6 o. I2oncxE6 1 \ \\\\ \ \ \ \\ , . . . • s.' \ , '/ , \ RIM=640' / / / -- a / /// z N NG:R-ry sroEN7�Inc \\ _ \ / \ \ \ \ \ \ \ \\ \ \ \ °1 \. -' -` .-. a'.' ;,\ \ INV IN=633.7' / / \\ � ® \\ / 1 _ _ 18 056K1000007400 GOINS, TYLER A & TAYLOR R 0.180 5393/262 R 6 I / / \ \ \ \ \ \ \ \ czi \ I / / \ \ / / b / / 19 056K1000007500 GRAVES, S TUART L & REBECCA W REID 0.140 5313/327 R-6 N DIB. 2275 PGI u C�' 6 . %� / ,I V A v v vAA V A 1'.'.'.'.'.'. .4' , , V INV OUT=633.4' / / / V - vA _ A, / 9 / / F \ _ TMP: 05600- -0 -057113 7�_ \ \ \ \\\ �'• •'•'-C•'-'•44 \'•' - / , I / / - \ LOT87 - ° / // / 20 056K1000007600 HARDING,DAVIDPAUL&DORISA 0.220 5247/747 R-6 U xrsro Az 0 / = \ v vA vv vv@ v I . .A .. 1 . . . V, [ AI / / / / v I vA SFA � - // / W -OWNER- STAN E ART C)MP HIES 1 A v v � v I I I � / v / / / - r � V v \ v A . -, ' -L-- I t. . , v _ vA / / 21 056K1000007700 MUCK, JORDAN K & MIA M HAMZA 0.200 53851386 R 6 ^ -1- \ LL 1 - I-- 1 / // 1 A V A V , V A . { - " / A I I I / / / \ \ FUTURE v \ / // /// O \ / 1 \ \ \ \ \ \ \ ( \ / / \ - �s / 22 056K1000007800 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R 6 � \__- \ ACREAGE: 5.84 C I I tom- \ 100'STREAM r\y \ ,\\'.`LL'•'•'�• "' EX MH PSV S-1$ \ \ / / /' _ / \ \ PHASE \ ` /�� d o56Az-94-00- loos ZONING: R-6 R SI ENTI I \\BUFFER \\ ` \\ \ �\ \ \ EE THIS SHEET / / /' / \\ \ IIB LOT / - \ " // ' 23 056K1000007900 HAYES, JOHN RIVES JR & SALLY ELIZABETH 0.190 5292/634 R-6 erorenxI I F& RINE PIC `'��^ - LL / / \ \ \ / -�0P ACE LOT 112 JO i9va9 -�[_ \ \ 1 \ .\!•-'.'-'.I`.'.�.` '�:!� .\\'.' \ \ I �; / / / > > \ / \ - /EN'S1' 'LOT111 LOT 24 056K1000008000 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R$ oocxss i a' `\ M1TCT�E�. - / sFA \ \D: B./PG.� 0 I / \ \ \ \ I V 1.C.'.'.'.I'.'.'1.' -\.'. I \ r I /' / / / \ \ / i / G /i SFA zoNw :x-6RE BbENTIAL \ '- d'.'. \.. y\� �, I FUTURE \ \ A09ACRES SF 25 056K1000008100 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R6 11 D.B. 481� PG. \ . ID " \ OK \ •\- \ - �` - �" I \I 1 \ \ I I I \ \1'1\ i:`�.•. I.-. .. !•. 4 .* -\. • ."•\I \ EASEMENT / \ \ IIB LOT / ` �J I 27 056K1000008300 EMERSON, CHARLES FRANCIS & JULIE RUETTGERS 0.160 5212/751 R-6 / f 111 I� 1\\ i ', - a•.•.•.'. j.:, - .•. I\ \\ I D.B.1997,PG.235 \ \ \ / �, ' s \ I 28 056K1000008400 BENEVENTO,ANGELAMICHELE 0.140 5354/623 R6 / // 1 )`I 1 s\•. a I'.'. .\- 1 \ \ \ I \ I� / f FUTURE \ \ ' /� �/ \ EX. 20' ACSA SANITARY \ • • • k • • \ \ - 1 \ 1 sEwER EASEMENT ,t. 1 Pa I \ \ \ \ // \\ PHASE \� \// _ �- / 29 056K1000008500 BOOKER, JUSTIN K & CHRISTIAN T. 0.160 5391/186 R-6 \ \-- / / \ / I I � \I I DB 5389 PG 86 •\ • •,•�• • 1 \ \ \ EXISTING LOT LINE \ / / \ \ IIB LOT �� /� F ATy -_------- �_ \- `I.'.'.'.'.` ' ' 'r .'>'.. \' \ \ ,\ \ \ / \ // - k ��C\lE� 30 056K1000008600 ISHARWAL, SUMIT 0.130 5423/520 R-6 I / I r 1'.-.'. RO �CqN \ _ / 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 In B NO. 2066 CALE .ETGNO. 3 OPEN SPACE - - - - - - - 0.42 ACRES l F W —SAT Hq LEGEND: PP_ iEE Iv R�oURT \ \ \ \ l \c/ �LOTsso\ LOTS ss6 T0AIN TO BE FOR IV- O "r 2 WIOTN EAS \ \ l \ LOT vv9 TH LOTS WTHE SITE ILL BE PART OFTHE �CKiI ASS PHEW IV SITE PLAIN LIMITS OF URBAN DENSITY RESIDENTIAL AREA (Tio ACRES) O S Lic. o. LINS THE PHASE IV SITE PLAN _ � U Lic. No. 035791 T PoeLM � I O � f . I I � I I \ � \ \ Tvv]\ j`",I TOTAL ACREAGE: os]S ACRES ro ua orw G \ �LOTvv6 LO I M a 6 L®� LOT vv3 Lor== LOI w \ 4 ZW J oe:,n \\ \\\ / /� — I —� — — LIMITS OF GLENBROOK PHASE I DEVELOPMENT o6/20/22 t�4 pc I LOT vo LOTvo9 LOTvoB oeaw / S � LOT vo6 O u I 1 Q m LOT vo] � - v LIMITS OF W / BEING VACATED WITH PHASE III DEVELOPMENT R _ .> O \;. \ LOTYOv ern / - W W HIL O�TRE T _ _ \ LOT=w beya -HILL TOP ST _ \ LOT 98 I—fl f RE5IDUE AREA RESERVED FOR IV DEVELOPMENT FUTURE a.aa ACRES DEVELOPMENT PHA A A FEE MANOJ CODMB I I i� GARET I I SPACEB \ �. -. \ \ TMP: 066A2 Ot 00-08200 0.2 BN ACRE� � 1 0.43 ACRES \ OWNER GLENBRK C J Z ING: RE I I �J( 056A2#ON-039N0 056A2#00.03]00 056 RE IDENTIAL I E VAN E, DX S ORWALKERH � �' '\ \ ZONING R B RESIDENTIAL OR CLAUDIIJE H&JESSCA a FI _-® _ • \ \ USE: G.: RESIDENTIAL 056Az-o4-a-o41a0 zorvmG R6 0ARG ACRES x&1E591cA x�0 I _ r ;. /.®: - USE: RE9DENTIAL 056 200 0.�9N ACRES DN 9ARGEM DUNCAN FOX,CHRIBTOPHER P — _ O.B 5yS1 PG. 533 OPRANDY,lO1W ❑ A^^.^ r- DO DO — ALTON,IOHNG ORANNAMARIA CLOUTIER RESIDENTIAL ZONWG: R,6� RESIDENTIAL I .a .., \ \ POSPIESZALSKA 056A2#00.04000 D.B. 3135 FG. 189 RESIDE AL — \ ALTON 0.1810 ACRE6 D.B. 5158 PG 512 u u — A a THOMSON,IOIEVE D.B/j825 PC. \ 'I I' I I e u \. \ �\ / U F 0 ZON0.2290 ACRES SEE TL ORMARY RUTH / : LOT 9] e I U (Jj Z RESDENT4M, HARMON LOT 96 LOT 95 \ .--I REINING: IA \ I I I .:� \ (/� N DEC 2739 PW, OB.43]3 PG. ]03 ZONING GREs 5 I --- LOT 94 LOT93 i \ / LL.I D.B. 2]39 PG. 302 RESIDE R-6 DR, 2734 PG. 006 I I' � — — I LOT9v \ \ O LU ti ti W W W .I I I > V1 (n \ / _ \ OT 66 / /I' V A �\ _ Z Z W 056A2-04_0 500 056A2-04-00.04300 JEVACIC MATTHEWI a LOT Sfi LOTg III �- \\ LOT MOORE, CHRISTOPHER OR LI9AA I LOT58 "�ekn II !1 01880 ACRES I \ \ C MARK LO 8 oq� OR MELISSA RESIDENTIAL 03260 ACRES b D.B. M46 PG. 488 ZO - D..2934 .349 056A24E­00-09600 56A2040004,100 6A2900 Mz�DoBN�SWET,CTRRNAsLCYC / ' •": '. I I I _PARK RIDGE_ '••'.•`.•` . g4GERSOLL-,pRENS -T PUBLIC ROAD (6Y R/W) . NWG:Rb DB. 34fl PG 104 .. •.� RECREATION AREA ._:. TE ° Sp PGA1]:.. I I I I ---_ OPENSPACEC \• \1 //•,..... / \ gCCEYDT`S%\ LOST Ib \o.o ACRESO o O Lu OPEN SPACEE\ - C� \ ..a ACRES � I I .. .. .z-: ., , n � ; • I '_ __ e-.z�� - / Cara / oea i� -/ \ � \ OREN' ILOT 73 2� — J — I I ..;• \\ \ \ ,. / /LDT \ °pky ll°2 '? � / d \ T 74 SFD � LO / LOT 55 LOT 54 LOT 53 III ,""" pOe ej,FR \ LOT] LOT ]4 ///I Qw // LOT: ! lI • + l /l \ SFD "D'\ F ' VJ \ ep OPEN SPACEE ` envffeav 4va[erev LOTS= I / •• (/CkOAO wA \ \: . - \ D\ Z,C / v8 _ z58 ACRE �.NA-O� enveertav II 654'R \ \,.o- /.:- / LOT me / _..'...• 4 :5 a.a= LOTSu / LOT / / LO 67 / TMP: O56A2-04-00-OODAO \ 14'BMnr ebe LOT49 / / r, \ \, / I / \ b x l l / / / I \ D ` J : e _, /,- OWNER: PARKSIDE NLLAGE HOMEOWNERS aaxv / / / re LOTa I F LOT 71 \ ASSOCIATION, INC LOT 45 �( J USE: MEN OPEN/SPACEE OR THE PARNSIDE - \ / 4. LOT4 LOT s\ /,g e SFD LOT 70 / / LOTy ZON NTIAI_ ACREAGE: R- AC \ vepR, D.B. C.: MEN 826 / \ LOT / / LOT 6 NLLAGE NEIGHBORHOOD y \ \ S \ \ \\ LSFD� � ,.. `�. - / / . / / � � / / SFD �N} ':. \ V mI- LU co LOT -�\ \ OPEN SPACESFD / \ \ LOT6 LOT (N -`-'--LL•••-GREENWAY, PARCEL- \ \p v dg I- Y-RIGHT TI \ 1 1.'. I B SECTION P OT / RK AT P 7HILL5 SF O _ - — OU L b L LOTv4 C NTYOGINIA' AR E„ _ OT 4q� I/ I / / LOFA — — _ VIRGINIA - R' \ p \ DO. LOT 77 \ \ SFA ' •'.•.`,`.•:`.•.'• — I I \\\ SFD LOT 6 - . ......... ....... - > LOT 78 SFA 5\ az Q � .' `� i '."��.Y - -..--.•-�•.�� .C. �-.'/-h-' / s .(lI / v SFDLL- -:-�-,� V• .- \ �` / / .' / LOTv3 / v v EXISTING BOUNDARY OF v or3= / v v v v REZONING AREA / 1 -A A. �.A`. �� A 4` <� / / v (t�LISHING TH BY —RIGHT SFD � \ui .. . `. • ./. \ \ Rf b SECTIQ�J OF LENBROOK ........ THE OTao REWITHZONE 6 R—/ j / A �`.` �• \��I 6 fJ'J.l`� r // %' /�I / �Il / PO OERS v p gp J K,�CTW LOT va tT — BECK HARLEs � � 9-� F 11 l I / / � \\ \ \ �A A � UJ z ORSA HANNE \ .`..' ` i i/ /• LOT33 LOT W ZONWQRfiSRES ENTIAL ����/� / I/l �I l LOTS A\ I I DB. 3c40 ec.2a SFD 11�1 :�.OVEN.SP'ACE 056A2#00-00700 0%A2-f14U06-9050U `- ROTRMAN,BENIAMWA OR M''�-"'•',.-. -`, ,`':`:`:•:` `-`� � -- Lor=v LOT 82 OR ERWC OR JENNCREJ ` - - - SFD 0.16R :.,.. 0.2390 ACRES '.'.`. `.'. `. .`.'. L v I Q ZO G: R-6 RESIDENTIAL '- \ ZONING: R-6 RESIDENTIAL - - - - - - \ D.B 2]OBPG.619 f::. D.B. 2229 PG. 297 - - . - • - . - - • • • • `• l/ — d I .. L u /' USE: RESIDENTIAL .. •' / I. LOTS I ' '' ii� N56A2-04-00.008` �~ PRANKLW, ALANG — — — ° • • - - - - `\ e W o114HANNON D66Az-04-ao-oZ4GD� \ �" I/I LOT �_( G�� N.1]40 ACRES — 0 NMG:R-6 IDENTIAL — ' •••••-•-. .•-•`•-•`•-•`•`• 1VVIEW COURT SUWVAN, JAMES J @ _ ` D.B.2952 Po. IS , / JE 1EW00D \ \ _ ICROA0l54 -� 0. 90 ACRES - - \ `, `.`, `.`, I \ / Qv J f ITS Z ING R-B RESIDENP — '. `.'.` — .'.'.` W BARKL • 0.. 5344 PG. BOB _ E' RESIDENTIAL •' • `•' I — LOT] PUBLICS, ul COADHOUSE STEPHBN — — •••--`LL- LL-- LOT 8 / LL•_- r LSFD4 ORURSULA _ - I :. `.'. `.'. `. -LL. \ \ \ \ I 0, O60 ACRES � - � • , Lu V. . ZONWG R6RE5 ENTLIL nB.3551 PG. 086 _ 058A2 04-00 003M R RA BEAMIN MARTIN — I a \ .i, II LO y LOT 9 O — — .2120 ACRES \ "' •... I I \ LOTS LOT SFA4 i. ONINGR-6R DENTAL -______ i'' ------ --- ------ •� — — I — — / LOT 85 o56A2#00-01000 D.B. 4369 PG. 99 _ I O ROWANHILL TON` — _— W RESIDENTIAL \� I \ I \ SFA \ ANDREALu 0 sNwcRes - dZ�� '`� \ •--- LOT93 Q � Zr.67 ELRE ID -ds : — -� - \ --•-• V LOT 88 LOT 89I A SFA A B. 44]9 FG. 3 V ---- - ` ------� -, LOT,] / SFA F LOT 90 I LOT 92 ,M — — — \ .`.-.`--.`.- LOT n S LOT91 1 LL.LL.... . LL.LL. 1 I -- m — — 1, l I I III A LOT 86 A I SFA I SFA SFA A Z a 0s6A2#00 00200 ¢b EY,ALBAE -• - �� OR PA .`.'.`OG Zl ACRCEG .mj z 9ACRE5 - 056A2-04-0 SFA KL TAMES LEY ZONWO: Rfi RE6I AL / I RCARR T D.B. RESIDENTIAL O .� 3310ACRES : USE' RCSIDEMIAL •'• DM vczRiaD ENTIA— .`. `. `.` .`." /I LOTSS �A LOT LOT :.:.:. 1 \ 1 ui . . . \ II SFA — — I — OWNER: STANLEY -OOT O5COMPANIES LLC \ .. . . . .. '-- ACREAGE: 6.84 AD ', - _ / i OPENCPACE 056A2-04-03-001a0 ZONING R-6 RESIDENTIAL - " NSTINF&KAT EPICKRAL (' D.B./1'G.: 53567608 \ '4f - LL LL - LL I I LOT Q CvOPEN SPACE LOT 112 LOT 111 ILO 0.09 AC \ zoNWc:R-0REsm AL — \ •. `.` LOT, Va ^G' SFA I I T1 \ SF - - \ � z DB.aal4ec.2so — - ' LOT 0.09ACRES I 10 I ffnn W ,9 G S SFA LOSFA 9 LOT 10 I LOFA 7 LOT 104 V J I IL SFA 8 l7 ((II''''1► \SFA l7 V L SF10 A 5 OZET PARK,INC ', \ \ U C \ LOT0. ATy w H B(jC FC SFA 0rzl w . 1 \ .......... `: `:': `:':`: \ ,' � ROq� CANE p w a � GRAPHIC SCALE \S \ / / \ '.'.'. GLENBROOK AT OOTHILLS JOB NO. \ 4 PHASE IIA & IIB B2 REZONED SECTION 1206 °T , 06 � 1 6 60 0 30 60 120 • • • ./ OWNER: GLENBR K, LLC ' SCALE .z a \ . . n. ACREAGE 6.502 AC \ \ c .. . . . . . . .. \ Z.B.I/PG: 5039/] TIAL 1 — 60 . .11 / RESIDE AL \ . . . .`.`.'.`. .... 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 - - LANDSCAPE & COUNTY WATER PROTECTION ORDINANCE. p C1 NT NO PARKING' SIGNS SHALL BE 9'S 2. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF PI�OFOSEDWAL-L- - - - _ MAINTENANCE EASEMENT -DB `PG. INSTALL D EVERY 150' OPEN SPACE A r DB.PG. THE DEMARCATED AREA FOR THE CONCRETE SCOTT R. LINS Z - - - - -LAX. HT.-6') - ...........I.•.•........ -•. - - - - - - - - - _ DOT STD. LEEHA COURT (TYP. -: BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT U Lic. No. 035791 NO PARKING' SIGNS SHALL BE - - CG-6 (TYP )- PROPOSED ACTIVE •::::0.42 ACRES INSTALLED EVERY 1 o' ALONG LL - - _ / RECREATION AREA, PL�� PROPOSED 8' HIGH WOODEN FENCE - FALLS WITHIN THE REAR YARD SETBACK, IT MAY S a 600'R - / SEE SHEET z E� \\ \ y NATURAL STAIN ONLY BE DEVELOPED AS A PATIO. NOTE, DECKS AND o�o� 6/20/22 �O HH --SIDE F ANLEE RD & LL - / 5- - •••-• REPRS ' \ SEE DETAIL THIS SHEET COVERED PORCHES MAY EXTEND 4' INTO THE REAR -.. -- :: ................ pp \ LEEHAM COURT (TYP.) / o i I SI E� .. // \ \ � \ YARD SETBACK. ONAL ?r, PRIVATE LEEHAM 3R 20' \ \\\ \ I LOTS 116 TO 12o TO BE PART OF 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT 33' z° z0 z0 38 1 ti5 _A<<EY(VAR. CQ RT Yp \ \ THE SITE PLAN FOR PHASE IV - � � ll T � � VDOT STD. � � LOT 1zo I v l Z 20- ` T//EAS� CG-1z(TYPJ \ �\1 9 \ TH LOTS WILL BE PART OF THE REQUIREASEPARATE HEIG BUILDING PERMIT. WALLS ? r- 31 IVID \ \ LOT11 I EXCEEDING IN HEIGHT REQU IRE A STAM PED ROLL -FACED o L / 20 MENT) q, �o \ \ LOT118 \ ARB REVIEW PROCESS WITH ENGINEER DESIGN. II I / Z // v CURBING SEE 15 ti -�a Ln I- 2Q' \ DETAIL I ALL WATERLINES SEWER LINES AND FIRE LINES zo'REA ETBACK ot7 / � Q � zo � ,SHEET zo � \\ � \ \ THE PHASE IV SITE PLAN 4� ' \ LOT 117 TOTAL ACREAGE o 75 CRES FROM THE MAIN TO THE STRUCTURE MUST HAVE A POPLAR POPLAR - - N Q w I 2, \ \ \ z A VISUAL INSPECTION PERFORMED BY THE BUILDING POPLAR POPLAR POPLAR I) w EC 3 \ \ 11 ry ,v K/PORC \ LOT 116 i LOT u5 LOT 113 0 A/POP _ rvP.) \ \ \ DEPARTMENT. r I LOT 114 LOT 112 LOT 111 W W l/� lAR P°PEAR R � �- - :. \ DECK (#. _� .• \ 4/ h °PEAR 21 \ (TYP.)- / LOT 110 POP I I z I (¢ /I LOT log LOT 108 LAR P°Piair rrv�j L T LINE � � � / - \\\ ��\� N� SE 6P 1O -�7- - r � � /r:cl ONSTRUCTION FIRE PREVENTION NOTES: VDOT STD. Q I LOT 10 POPLAR / ( T L 2p 6' CONCRETE / \ R� SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CG-z (TYP.) Q 7 LOT 106 �\ \ �N 20 I — — — — CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE y / SIDEWALK (TYP.) ` :: • /� 'M� - - i PROPOSED VAR. WIDTH UTILITY, (P) STREET _/ LOT 105 / /Q/ / 2p \ �� �� �N 5' o / I� DRAINAGE &ACCESS EASEMENT. AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA J J i _ ti oP l \ (P) MAIL \ w \ \ 2 .. A STATEWIDE FIRE PREVENTION CODE. k Q SIGN (TYP.) m p - EASEMENT SHALL BE VACATED UPON ROAD CONNECTION TO EXISTING F/C �C - l y AR l 2O' \ KIOSK _ \ e\ \ \ / �' - z. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE z k HILLTOP STREET - STA. a+43 / Q/ LOT 104 P°p(AR / 20 \ (P) STREET \ \ .. ti� .•- ` N A I - THE _� RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA O m m .- N OF LEEHAM STREET - - - - ' - - - - - 7. I / v, / SIGN (TYP.) -�; i �,� - STATEWIDE FIRE PREVENTION CODE.a 3 i j 20' zo' zo' zz' Z / q/ LOT1o3 POp(gR E 2\ \\ F S•D.=z80 _ — 3. PER THE IVIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR m (n ck/p o q ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL Ln z . • . a 20' 2p, _ ` , / / LOT loz P°pT� oRc' �/ \\ I� TES, PR O WITHIN��+ N ` ^ ` • • _ _ - - ° _ , - \ _ CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS /\\/ /� AR ro too FT. OFTEMPORARYOR PERMANENT FIRE DEPARTMENTT V� w ' A / 3S \ 5 — — — — _ _ _ _ _ _ _ _ _ _ CONNECTIONS AND HAVE NO OVERHEAD WIRING OR OTHER O z z LOTioi POP(R ,/ / °• OVERHEAD OBSTRUCTIONS LOWER THAN13FT6INCHES;THISACCESS m g g VDOT STD. R1 i / MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE //� w w STOP SIGN (TYP.) _ - VDOT STD \ O S LOT 10o P CG-1z (TYP.) 26' / °p(AR of „ rv° 5' CONCRETE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER V/ VDOT STD. 50o'R' F cki , ti CONDITIONS. N 4'ON l rvpb SIDEWALK(TYP.) w CG-1z (TYP.) 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS ' z z o VDOT STD. O eqC AR VDOT STD. R1-i VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER LL O O 2 R o OP SIGN (TYP.) 20 \ LOT 8 / STOP SIGN (TYP.) NO PARKING' SIGNS SHALL BE THE VIRGINIA STATEWIDE FIRE CODE. W 9 / INSTALLED EVERY i5o' ALONG S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL Pq DRIVEWAY ASPHALT PAVEMENT BOTH SIDES OF LEEHAM ST BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS / W SEE SHEET zo FOR PAVEMENT DETAIL ARRIVE ON SITE. - - - - 100 - _ o I PROPOSED \ TUg KRi� J MIN. --'DRIVEWAY 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE o' m VDOT STD. STREET \ - �� I TOT LOT AREA - ,/CROgO FOR�V I / BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN SIGN (TYP.) ,I. SEE RECREATIONAL-. 62• F ' 2' Q RESIDUE AREA ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. I I S R/W) (O °' Q p RESERVED FOR 7. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESSTHAN ONE AMENITY PLAN, S D 35' \ 29 = PHASE IV DEVELOPMENT FUTURE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR 'NO PARKING' SIGN ALLBE I • • IL SHEET z - \ . ° / W U LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN w ALONG v _ o.zzACRES DEVELOPMENT ' O \ Q INSTALLED EVER 1 O 11 W EVERY STORAGE AND CONSTRUCTION SHED AND INARESOFSPECIAL; 'o BOTH SIDES OFANI RD I I T...I INN y (.� :• . �\ ' • q a VDOT STD. PHASE IV HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS II. 1 170'�J �\ �D• >33 p VDOT (TYP.) ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA 5 I STATEWIDE FIRE CODE. IM & I I ,..I OPE \� \ \ ti� N I 'NO PARKING' SIGNS SHALL BE 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL N N ' I w _VDOT STD. R1-1 o INSTALLED EVERY 150' ALONG _ _ COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND w R R/ SPACE B o H v o I 43 STOP SIGN (TYP.) o BOTH SIDES OF LEEHAM ST OWNER: OGLENBROOK OOLC 6200 SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE 0 v rlj 7 SIG T DIST E o. ACRES N EASEMEN (P)FIREPITAND VDOTSTD. ACREAGE: 1.893 AC MARSHAL'S OFFICE. o 0 -0B._PG._ SEATING AREA CG-12 (TYP.) m I l ®a® ZONING: R-6 RESIDENTIAL f I L I G) n 32' (P) STREET f > w D IT ti (P) C NC. zp 20' / / N SIGN (TYP.) D.B./PG.: 5039/66 I STEP W/ — 20' zo' ��~ A \ USE: RESIDENTIAL HAN RAIL - - - 3 _ ® ® ®®® VDOT STD. ti \\ 5' CONC. �. \ CG-6(TYP.) 7z° \ SIDEWALK 40' TYP. B - C VAR. WIDTH SIDEWALK & K — PO \ r P -I_ I. L — I' F C AR - O LANDSCAPE MAINTENANCE � • � z •r y 2p EASEMENT, DB.PG. \SO ~ 2 0 P P � L M 0 I- 1 I LOT 97 AR PEAR / r 8 •I �LOT 6 POPE / v. I 9 LOT AR O Z \ D 9s l 7•�� l M J VDOTST MIN. � � > CG-6 (TYP.) ' I I °•b LOT 94 LOT 93 m/� l I o I� I LOTgzUPLANTING N STRIP (TYP.) 00 PROPOSED LOT go POp /); � W > LOT 1z1 0 p - - AR / l.. \ ° I - ASPHALT P°p / \ \ DRIVEWAY (TYP.) LOT 8g AA \ \ ROPOSED 8' WOODEN PRIVACY FENCE N v , TYP, ) I / O PARKIN SIGNS SH LOT 88 POP( P \ J _ �� Aa oP \ \ COLOR: N TURAL STAIN � 100' WPO I tib I _ zp, S FRON SETBq�K I / 1 LED VERY 150' LONG LOT 8 Aa (P) 6' CONC. \ \ 4' BIKE LANE iiiewww 6i STREAM BUFFER I / 20' / OTH SL1MB LDT ST 7 / / PEDESUTAN \ \ (TYP.) N Q ti VDOT STD. VDOT STD. R:i 20' / ROLL -FACED / PATHWAY P N CG-12 (TYP.) -STOP SIGN (TYP.) z8' / CURBING - SEE LOT 86 \ z (P) STREET - ` S'F , l / Q H� 10' ''> 2S- I Q- 500— ` 2�. TS / DETAIL, SHEET20 / \ \ \ VDOTSTD. oo i r I tih 40 SIGN (TYP.) _ M \ 2° FTgA K FckPnoac /^°> /�/ \ \ CG-6 (TYP.) ?2 /Q \0' \ 5'CONCRETE .. I I I.. 0 - I /r•: I - - --- _I 2p, �'i(/MBO \ 20. �. / , �¢) / Ste\ \ SIDEWALK (TYP.) Lu 1 Oa Ln I I °Eck 2 _ z° zo PRIVATE o�T STREET °' mh / 'R �O r zo. \ \ \ PROPosED J I--1 rvP.) AD (0, \ \ zo' l F O a: O LOT 85 p FT R/W (TYP.) J H � 0 POP o R/W) G \ l END OF 0 j oP(ga 69\ I / W I - •_e.I O / 'NOD RK1RG'S1G- SHA"CR BE (TYP} ,� _� ry \ 26. l PRIVATE H/ °, �. I : W � P �i 34 L \ ROAD / / LOT, 4 OP \ I VDOT STD. 18 C ..: Z J / INST LED EVERY So' ALONG- °PEAR POPLAR -- i; / 2p, 300 R \ '° / a (qa \ 2 ° O MIN. / IBOT SlDesoFA LeERD ) \ DISTANCE TO NEAREST LLB o CG-6 (TYP.) Q I : a I POpLAP lv / / ' !DECK ro 2' _20' \ �.... -• / / LOT 8 POP( \ _ \ �33s., INTERSECTION (CLAIBOURNE ROAD v , . z \ R G'SIGNS BE qa \ I I LOT 56 Q pop 20' \ DRIVE) = 705' LOT�z <qa j � AND PARK RIDGE DRI LOT m/ S' TAL DEVERYI o'ALO POP ° \ .° °, Q Q I I F I LOT 58 LOT ly 2S Mqk P(AR r PCK NTSF C 3y VDO' STD \ H TREE (TYP.) / / 2 \ O = J RONTS POP(AR K CG-1z (TYP.) , Z \ \ LLJ d J I LOT 60 /� I F / POP 2 \ ' z ` j I5' CONCRETE - REAR SE 8 I LOT 61 P°p(Aq I \ �� \ �\ ac /m 0 a \ :IL- W . QLn Lu SIDEWALK (TYP.) n / I _ r ACK/ / I LOT6z \ ��/aoP(ga ; ?0\ V �' = J H I I r I LL ti/ / / / T63 / / �� /o�Q/ POP to- \ W O U LO Te \ / LOT 79 n l 13.5' SIDEWALK & LOT 64 / / \ \ �, 9� cK/p / / qR \ 625,R W _j �/ LANDSCAPE MAINTENANCE - l h ® \ \ \� fTo\ / / / LOT 78 P°p(qa zs \ — I :. vi/ ; ; EASEMENT 2 LOT 65 / 7 \ 2 , / poP( VDOT STD. Y DB. PG. 2 A C/ / \ LOT 77 qa CG-12 (TYP.) - Lu PROPOSED PASSIVE I. ' l� M \ l Op I b ?r. RECREATION AREA 2° // / / \ Ri yTF eO< \ 'N KI IGNS SH L BE t T ENSp d _ _ I o P 20 1 / \ q���Qr I STALL E o' ONG Q76 / °o4ACRCED s, O S.D.-335� 62 O 1z UNIT I APARTMENT co ImI OPEN SPACE C / `. / ?°� FY(? ST \ OTH SID HUM DT ST FS ryyR o.z1ACRE5 20 P)ao'xzo' /p & R IGHTDIS NCE �* / P STREET _ — CI) I I BUILDING H I 8 MIN.1CAR °p[ F F /�// SIGN(TYP.) INCLUDING(6) �b S'CONCRETE 2 GARAGE / qa R�iPoa� l 2 gSFMF� \?� / SE NT / ° AFFORDABLE I (P)STREET _ SIDEWALK,. (TYP.) \ FNT \ 2a, I/ I UNITS g / SIGN (TYP.) VDOT STD. R1-1r a / 2 S / CONCRETE LLI PARKING 8 20, / fT p RC / F MT j VDOT STD. R1-1 y w SIDEWALK (TYP. LLI VDOT STD. R STOP SIGN (TYP.) - (P) 6' CONC. / / POp�AR , ' tig PERMITTED IN o ,, a � L `PEDESTRIAN / � R \ / Q � / STOP SIGN (TYP.) I W'o CG-9D (TYP.) s8' �� THIS AREA PATHWAY / / LQT 66 POP( R E \ \ 20. �/l l �r a° LOT 21 / �� OPEN SPACE E : ' n i > r_ LDT 6 P ,fT�P 2)• \ (P) STREET �8' // °, ti1//V ry l �� �FSFTg I - _ 0.08 ACRES r _ •� - �3 ry / 7 ° <qR 2 SIGN (TYP.) L0T68.. / o VDOTSD,Rl-1 F/C. Fj ( ., A 7 O / / IFVp QRc 'SIGN (TYP.) j `` /n LOT zz / Q Q N G' SIG ALL BE k- 10' _ - — LOT fi l +�/ b� / o / 28 INSTALL EVERY 150' AL Lli L.L m 6 / TYP. i o'0' / do /� a I 0 .� y _ ° >zi' - - �� o .. 2 , '� S' � ^ �a / ry � C� M/N �% ON THIS IDE OF ARBOLEDA ti 7 42 : .. „ w \ R 2 p M/ .FR LOT 70 ' / P(aa ?r 4 / Jm LOT 20 ' roh PUBLIC - / / �\ IL ONT / / , 2 Ljq oa( \ Q b �4' LOT z3� o / 4 / z P SIGHT: TANCE h •� _ O 20; / % q� E ENT \ J / �Qn ry RIW VDOT STD. - / 30' KIOSK \ / 1 RONT P D PG. I /ry / �� V uj VDOT STD. CG-6 (TYP. - \ 2g, \/ LOT 71 S OP // - � o CG- D (TYP / / / � � � � o � \ � \ / / . LOT z qCk POP �oR� I / C�/ � // , c LOT z4 � l R/w R � % O r n of 9 / a' a 7 as �I / /o /VV LOT 1 O V �„ LOT 55 KI SI N A BE Rp g / LOT54 INSTALLE E�/E>�Y//i 'A NG � ^. �SFTg� - � �� , 2j' LOT73 � � �Q / � � N ON THIS SI N1 ER ll' qCK'\ 4 p MFy�Q ( U ' o LOT 7 /I Q /�(u a LOT z5 OPEN SPACE F I /l °ECG BERRY BAYBERRY LOT 53 LOT 5z /) / \ C/g</C ORS wq \ o \ m y / // F/C F/C / "e p Lu w An R D Y/ 2 LO b e o4 0 .. 2.58 ACRES i s e / _. aAveERRr e / LOT 51 \// /l w /S4'R�) \� \ qz V P SIGN (T P:9 // I / a� / ry / LOT 18 j LOT ) NE a (=n _ ArBERRv l / LOT 50 / �m / 2°, / .. S D 2°. / l LOT z JOB NO. 2 i I GRAPHIC SCALE — z°'REARSETB ECKPPAn j l l BgyeERRV / �// 2p ' . 'Z8o' �1 l l I �� lr F/pFia 11 Y/l 112066 LO SCALE ao o s ao so 20' SIN) \ q\ l D(TVP?ATl BgyeERRV LOT 49 // O \ 20, \ \.. / //(P) STREET ° LOT z7 b l m �ti n _ r \ \ s LOT 48 / / LOT I / SIGN (TYP.) / LOT 1 SEWED, EASEM_ a 47 �5 0 7 / S 1 30 C.B. 199i p. 235 gV6ERRV /..l° /^, / \ 1 / SHEET NO. ( IN FEET) r�/PgTi agye l eq<P° LOT4 MATCHLINE - SEE SHEET 6 I\ 1 inch = 30 ft. P.) ERRV / l vR / - \ ....LOT 28 / /. \ \ >m Y>� 5 C.B. 1997 p. 23:: \ �� V H vgERRY / a i �. ?All \ \ aE�K�AT/ BAYBERRY // / /� gq(FOUR LOT y / ' ■ ■ ■ �� LOT za // /°8� ,mW a�. GRAPHIC SCALE �,Lr�TT F LOT 45 / MA LINE - s- •'�; 4r' /b / /�\ `/ �' \\� \ O �/ - - 30 0 15 30 60 �� 111 Y� W W - --• o. � �. � \ / / � �R LOT � / / ?, � � � � � „ - - W g 44 ET IN FEET) SC SC R. LINS .PROPOSED iz'xzo MlN. EL -./ Q U Lic. NU i CAR GARAGE (TYP.) �o O/ / LOT 16 0 1 inch = 30 ft. o. 035791 STREETSIGN o LOT TFD76 " �6/20/22(TYP.) 0A LOT LINE (TYP.) OPEN SPACE F L �IOAE 2.58 ACRES lyCs1 �� czo \ i / I_o I VDOT STD. LOT 5 //�Q w \ a 1 NO PARKING SIGNS SHALL BE z •':.� �W W\WW 1 INSTALLED EVERY i5o'ALONG �\ �� CG-zz(TYP.)� _.� CD' •W.• . . W . W .WWW •. \W w ON THIS SIDE OF MEYERS WAY VDOT STD. Ri-z %p l �m / o GLENBROOK AT FOOTHILLS W W W W GREEN... PARCEL PROPOSED WALL / / STOP -SIGN (TYP.) PH�PS I - BY -RIGHT SECTION _z :::•:•..•W .W W `'T z / J W W W W DEDICATEDTOTHE VAR WIDTH PRIVATE H m" ` \ Jo ATE RETAINING WALL (MAX. T.=3)) �- \ W COUNTY LBEMARLE," MAINTENANCE 9 LOT 4 U T V RGIN W W W W W IA EASEMENT \ LOT 77 DB. PG.� DB. PG. W Qe-. � � Q � / � 1 � 1 , SFD / _ m "-EXISTING STORMWATLR W/ m LOT 30 I o I �� `l p MANAGEMENTTFACILITY)W \ ��' .W4W �' l / me } �I 'NOPARKING'SIGNSSHALLBE LOT 78 .. W A W W / W V A W °-� - V A \W - '/ . l, 1. / / ° o INSTALLED EVERY i5o' ALONG // p Q¢ 3 C;/ mm' / / ,�• �� rrj ON THIS SIDE OFARBOLEDA DR i JFD / /�G�/ LOT13 / 0 m m n W W :W W W , �j\ \ w r LO a W W W W W 3 SFD LOT i W W X. / W 1 \��\ m �\\ ���\ \\Va/W �Q �e �. A � � W W W W W W W W W W W W\ a LOT LINE (TYP.)ry Z y m zo 3 3 LOT 32 a LOT io vl L s u, SFD LOT LU o W p \ \ \ LOT 12 ♦ wW/ 2 SFD LOT LOT 33 LOT g \ .....WWWWWW WWWWWW.•... W W \�\ /W/ //"" / m / / / ' SFD LOT o ' � "' � \ W !• L ` /� . � � i � � � � (P) 5' CONCRETE � a V/�/ / �°' 4 Ca SIDEWALK o �W�W� �� / / �� T a ry REZONING LINE \ . . . .. LOT 34 / i .� W WV / / / �� PROPOSED'NO PARKING' . W. W. W W •WWW WWW W W W W W W `W e W / �� INSTALLED EVERY OF AR OLEDA D SIGNS, / . •. :W W . ,. ON THIS SIDE OF ARBOLEDA DR � -. .WWWWWW WW WW WW':,,WWWWWWW WW WWW WWWW WWW ' SLOT 3a FD LOT Q- ♦ 2 W W \ \ zo'EMERGENCY ACCESS \ �S'SIDEE SE\ l� I b ♦ N N CO S PATH EASEMENT -� i� N THIS SIDE OF BARKLEY V COUR p� � o W qCK- •" PROPOSED'NO PARKING' ROAD AND BICYCLE & _ / INSTALLED EVERY i5o' ALONG y W C;. W W W W• W W W OT STD. PEDESTRIAN PA T \ DB.� PG. �� ' W W W W W W W W W W W C •�� CG-1z(TYP.) IEW T � ` SFD LOT ♦ - V 0 0 VDOT STD Ri z _ LOT 8 L W W W W W W W W W w STOP SIGN (TYP.) W W \� M o � � 9T � ♦ � y tiro W W W W . W W W W W W. W. W. W W W W W ♦ ' SFD LOT �. � T LOT j w _ �r z85'R W COURT �,� s REMOVABLE BOLLARDS COMPATIBLE WITH KNOX N r- 20' RK Y VIE ♦ \ Z Q U BOX LOCKING SYSTEM FOR FIRE RESCUE TO BE I m - �l BA PUBLIC ROAD �54 R�W� "� (� CAT j o Ys INSTALLED TO PREVENT VEHICULAR ACCESS BUT / I 8' a: .�• STILL ALLOW ACCESS FOR EMERGENCY VEHICLES. •. ham. r \ W W W W W W RELOCATED zo' EMERGENCYACCES 1 3 AND BICYCLE/PEDESTRIAN ACCESS LSEE DETAIL, SHEET zi '.'b' 36' W \ W _ _ LO N W EXISTING ROADWAY WITH PHASE III I a 66' T7 Oco o W zo'EMERGENCYACCESS W W \ W W DEVELOPMENT. SEE DETAIL SHEETzo STREETSIGN 86' ° SFD LOT LOT 8d a ROAD EASEMENT W W W W W W W W W , I I (TYP.) \ T W D.B. 5420, PG. 586 W W W W W WWWW , ) n \ \\ W W W W W W\W W W �� EMERGENCY ACCESS I P II (DO,CG-6 \ �' SFD I CVO v0 WEIGHT BEARING CAPACITY I �n I PROPOSED'NO PARKING LOT 36 ' SIGNS, / i O7 _o \ SHALL BE 85,00o LBS \ 0 II LOT y \ INSTALLED EVERY i5o' ALONGLr) Ln SFD LOT I p I ON THIS SIDE OF BARKLEY VIEW \ ♦ \ IN SFD LOT COURT & THE CUL-DE-SAC co \ \ WWWWW .W.WW�.WWW. I - - - - °w III° LOTS LOT > � - W W W W W - SFD LOT - - - SFD LOT \ \ LOT 85 Lu 1 r \ WWW WW WWW WWWW �' I I \ ♦ SFA _j I -I \ WWW W W W W \ ♦ \ J y \ _ W W W W W W W W \ s• II SIGHT DISTANCE EASEMENT \ ® 0 +•W V I W `o.. W W W �n JI W W W "•. \ W .•i: � W l n SFD o I v) Lu W W W W W W• W W W W W I LOT \ W i 11 - ., •. I Lu LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE LOT W I SFD LOT L9"` 1 ` U (P) 6' PLANTING STRIP \ LOT 86 ~ < Q NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf W W W W ;.. W W m \ a r W W W _ 1 6,619 4,408 41 6,048 3,5S8 81 2,196 1,243 W W W OPEN SPACE G II \ \ SFA O J 3 - \ LOT PROPERTY LINES S 2 6,160 4,017 42 2,208 1,262 82 1,695 1,189 'WWWW 2.29ACRE5 " W% i; _ _ p - \ / _j R N A W W WWWWW Q r BETWEEN PHASE I LOTS 2 �.1/ 3 6,110 3,974 43 1,807 1,297 83 1,735 1,227 W O (P) 5' CONCRETE N' AND PHASE III LOTS ci o 4 6,315 4,141 44 1,902 1,392 84 1,786 1,278 W WWWWW W W W W %<. W \ W W \\ \ JO ; SIDEWALK \ Q w o 5 9,074 6,186 45 2,003 1,491 85 2,502 1,471 W . W W W W W W W WWWW"' W W�W •C11 CD 6 7,555 4,369 46 2,091 1,581 86 2,174 1,216 L u J 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 W W W W LOT LINE (TYP.) \ SFD LOLOT T II LOT z \ LOT 87 I --I Y ° 8 12,415 8,055 48 4,345 2,989 88 1,815 1,315 W W W W W W p SFD LOT 9 7,873 4,569 49 3,364 2,613 89 1,840 1,3391\ \ I I6 // N WW.WWW.WWWWWWW.WWW.WWW.WWWW. WW.W WW .WWW ■ ■ \ \ 1,867 1,36710 6,168 3,608 50 3,307 2,557 90 W W \ 4,070 2,754 91 3,171 1,90811 6,904 5,316 51 MATCHLINE - SEE THIS SPROPOSEDR/VHEET 12 5,589 3,476 52 3,923 2,619 92 2,971 1,790 �VnI oLc W W W W W W W W W W W z 13 5,100 3,053 53 3,139 2,389 93 1,846 1,345 W\ W W W W W WWW W W W W '):W. W W \ C o- i WWWWW W W W W W W W W W W W W W W W W W W W W �W W ILL. w 14 4,029 2,662 54 3,136 2,377 94 1,815 1,315 . . . . W . . . . .✓W "` W W PETALLED EVENO PARKING'SIGNS, W W W W W W W W W W W W W 1f W.;: �\t �- ' \ ..� INSTALLED EVERY iSo'ALONGz 15 3,174 2,423 55 4,233 2,791 95 1,789 1,289 Wes/ W W W W\ W W W \ I } ON THIS SIDE OFARBOLEDA DR W W WWWWWW W W W W W W W W W W W W W W W W �W w W .1\ � w 16 3,987 2,646 56 2,670 1,620 96 1,777 1,277 W W W W/W W W W ' /W W W W 1 \ LOT39 W W W W W W W W W . W W ® z •� • . W W• . W W W W W W I I SFD LOT VDOT VDOT SFD LOT . W W W W W W W W W W W W W. W W . W W W W W W •WWW \ W J 17 3,996 2,656 57 1,596 1,096 97 2,532 1,456 ` W /W / W W W W /W W W W W ) STD. CG-6 (TYP.) 4 18 3,240 2,490 58 1,600 1,100 98 2,563 1 1,474 W 19 3,240 2,490 59 1,600 1,100 99 1,643 1,130 \ .W WWWWWWWW / W WWWWW W W \ V \ I \ WW W.W.. W W W W WWW W.W.W.W.WW W� W W W WW..W.W I 0 20 3,996 1 2,656 60 2,253 1,276 100 1,650 1,140 21 1,911 1,018 61 1,271 101 1,657 1,151 \\ W W WWWWWWWW . W.. WWWWWWW\WWW uj 22 1,470 91,578 1,078 102 1,667 1,163 rWW WW WW WW WWWW WW WW WW WW W WWWWW W WWWWW ~ n . W W W W W W . W a 23 1,470 970 63 1,580 1,080 103 1,677 1,175 W W W W W W W W W 24 1,470 970 64 1,578 1 1,078 104 2,405 1 1,363 W W W LOT yo W W W W W . W W W W W W W W W �;� W W W W Q 25 1,470 970 65 2,557 11502 105 2,462 1,414 "� W W W WWW W. W WWW ` W W W. W W W SFD LOT \ GLENBROOK AT W W W W W W W W W W W W W W W W W W W 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 W W PROPOSED R/W FOOTHILLS W W W W W W W W. W .. W W W W W J 27 1,473 973 67 1,656 1,152 107 1,743 1,242.':WWWW... PHASEIIB WWWWWWWWWWWWW.W. WWW W WWWW \ W\ WWWW. \ o 28 1,925 1,041 68 11600 1,096 108 1,754 1,254 W W W W W W WWWWW W • W W W W W .� 29 4,757 3,267 69 1,549 1,045 109 1,767 1,267 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 .....WWWW .WWW. \ W W \ i r} \ W WWWW W WW WW WWWWWW W W WWW \W W W�W W w E 31 3,394 2,644 71 1,972 1,053 111 2,906 1,716 32 3 359 2 609 72 1452 952 112 1810 1310 \ . . . . W W . . W . .� . . / \ W W W W W W W W . . . W W W W W W ^ w o W W W W W W W W W W W W W W \��/// - I W W W W W W W W W W W W W W W W w 33 3,325 2,575 73 1,476 975 113 1,810 1,310 \ . W W W W W W WWWWW W W W W W \ \ WWWWWW WWW .WWWWW . W W a U) ; W �. W W LOTy1 W W W JOB NO. o 34 5,205 3,533 74 1,528 1,027 114 1,810 1,310 / ` W W W W W . W . SFD LOT a W W W W GRAPH4CW SCALE W W W W 112066 35 5,424 3,305 75 2,356 1,379 115 3,222 2,034 36 5,570 3,367 76 2,073 1,153 116 2,734 1,654 ` W WWW WWW WWWWW W W WWWWWW \ WWWW \ 36 W W W W w 15 W 30 W W W W W 60W W W W WW W W SCALE o 37 5,458 3,285 77 1,560 1,060 117 1,916 1,415- W 30 38 5,516 3,327 1,074 118 11891 1,391 ■■■ \ SHEET NO. IN FEE4 39 5,362 1593 ,,,MATCHLINE -SEE THIS SHEET1 ,7 n ■\ W W W W W �W W W W W1 inch =W 30 'ft.' W W W \ WW 6 L 40 5,458 3,286 80 2,147 1,199 120 3,877 2,262 W '' W W W W W W W N PROPOSED WALL (MAX. HEIGHT=6') 20'PRIVATE RAINAGE EASEMENT ixTH B t . . . . . . . f - - - - - - - - - - - - - - - - - - -- I — - - - - - - - - - — - - - - - - - - ----------------- . . . . . . . . . . . . . — — — — — — — ................................ NS 11+50 ........ SCOTT R. LI 20+50 11+00 0, 10+00 Lic. No. 035791 7 2o' ACSA UTILITY EASEMENT D.B. PG. 6/20/22 �so LOT 12o MH ROPOSE­ 5-11-1- —, Z�:_ % *. * I LOT lig ROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) r �7 PNq Z 4' T 118 1 / / / I --------- 1� - LO PROPOSED WATER SERVICE LATERAL (TYP'l -14 LOT 11\7 PROPOSED 8" 22.50 BE�NDI� —3 0 PROPOSED SANITARY SEW LOT 11 3H LOT 115 2o'ACSA UTILITY EASEMENT LOT '114 LOT 112 LOT ni StKVICt LATERAL (TYP.) B. PG. H-44 PROPOSEDTYPEA BLOW -OFF ASSEMBLY LOT 110 LOT 109 LOT ob SANITARY SEWER FPROPOSED E HYDRANT SERVICE LATERAL iyp)-1 x00 w/ 8 'x6" TE E 2dACSA TILITYE4 D.B. PG. TIE -INTO EXISTING\. 8" DI WATERLINE,4.0 'POSED 8" CL. 52 DI WATERLINE m 0 -PROPOSED K LOT 103 CO V R ;ED WATER SERVICE Ln ul OPOS L LpATERAl (TYP.) u LOT 1010 zcn r4 w L WIDTH UTILITY ll+�o 22+00 14+00O PROPOSED 8" 45' BEN DRAINAGE, &ACCESS EASEMENT. m 0 Z LOT / EASEMENT SHALL BE VACATED UPON 0 -13+so THE EXTENSION OF LEEHAM STREET. LU ROPOSED 8" CL. 52 DI WATERLINE PROPOSED FIRE HYDRANT LOT99 D. B. ASSEMBLY W/ 6"x6" TEE —,PG. 0 > Ln Ln _0 < Z w LOT 00 F- - - - - - F_ PgRK Lu p " \\ \ FUTURE U) '(6 V6 DEVELOPMENT I :c 4 rn PHASE IV of PROPOSED 8" 22.50 BEND 0 'T — — — — — — F_ Ln 1 0 PROPOSED SANITARY I PROPOSED8"CL 52 DI WATERLINE SERVICE LATERAI ROPOSED AIR -RELEASE VALVE CD CD PROPOSED WATER0 PROPOSED FIRE HYDRANT + 'PROPOSED 8"x8" TEE LATERAL (TYP.) W/ (3) 8" G V SSEMBLY w/ 8"x6" TEE "N L940 cy) T I �I .. E i LOT 96 I LOT 95 I 1 I •� � \ � \ \ \ \\ // � !.l <L 20'ACSA UTILITY EASEMENT _j D.B. —, PG.. WIDTH A( a) -UTILITY EASEMENTLOT gi X:icb LOT 3.21 LOT go PROPOSED 8" CL. 52 DI WATERLINE ui MH-38 LOT 81 00 PROPOSED 6" CL. S2 DI WA TERLINE CN U) 00 3,50 c:) T_�sp T8( _j I I w :E2+ I I < PROPOSED 8"x6" TEE PROPOSED SANITARY SEWER W/ (2) 8" G.V. & (2) 6" G.V. SERVICE LATERAL (TYP.) > w z+g \ �lll✓ \ L / 4 > w 17LJ ROPOSED 8" SANITARY SEWER LL. Igo ELI 0 EDIRE.I.D.Z. I 'H ACSA ui Lu < ASSEMBLY w/ 8"x6" TEE 4 1p P6A I 0 UTILITY EASEMENT 1_4 PROPOSED 8" CL. 52 DI WATERLINE J u - 4-- D. B. PG. LOT04 MH-45 _j 1--l! _j PROPOSEDS ITAR SEW < SERVICE LATERAL (TYP.)- -3 LOT 8'� ROPOSED 8"x8" TEE PROPOSED FIRE HYDRANT UJ W/ (3) 8" G.V. ASSEMBLY wl 8"x6" TEE I ui LOT 57 Iw 82 z PROPOSED WATER rK u i LOT58 1. MIJ LATERAL (TYPJ j.—PROPOSED 6" go' B _u < _j LOT PROPOSED FIRE 0 ROPOSED SANITARY SEWERYDRANTASSEMBLY -19� 0 _j SERVICE LATERAL (TYP, m z 20" ACSA UTILITY Lu PROPOSED 8 CL- 52 ul WATERLINE tKLIINt D.B. P < PROPOSED WATER SERVICE LOT63 w LATERAL 0 LOT 6 F78 ZQ+so U _j LU 21+00 21+50 + �R7 it�00 Lu VAR. WIDT ACSA L/11 EXISTING 2o'ACSA SANITARY SEWER EASEMENT 'ACSA-UTILITY EALSEM .4 UTILITY EASEMENT. D.B. D.B. 5075, PG. 664 —,PG. D.B, PG. 30+0 ul PROPOSED Wx6" REDUCE Iv 2.1+00 PROPOSED 6" CL. 52 DI WATERLINE SERVICE LATERAL (TYP.) EX-M-Foothill-9-6). u_ _>41 PROPOSED SANITARY PROPOS D 8" SANITARY SEWER 91 LLI In PROPOSED "o -PROPOSED AIR -RELEASE VALVE1,0 611 W_ I I `� Lu < m,+ " , �, LOT 67 ROPOSED SANITARY SEWER r -7 ZILKVILL LATERAL (TYP.) LOT 2 mj w 0 P,� PROPOSED SANITARY SEWER EX wl--9-7 C) SERVICE LATERAL (TYP. -7 0 (5,4 -1-1 / LOT 20 Lu 0� jj� ­0 - LOT_�o )WATER SERVICE LMCKALkl Tr.) PROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) < L) w ------ M___T OT72 �OT 24 0 0 _j LOT 55 LOT 54 ER SERVICE LOT 19 LATERAL (TYP.) ROPOSED 8" SANITARY SEWER LOT 53 (D �IVIH-34 LOT 52 ff loo I2o'ACSA UTILITY EASEMENT Lu PROPOSED FIRE D.B.—, PG. LOT 51 ASSEMBLY w/ 6"x6" TEE IH-3 LOT 18 Lu r Lu s / I I 1 0 LOT 2 Q� LOT 50 U) �7 Aj_- 3 KO GRAPHIC SCAL LOT 49///so " \ .. \ / \ �% LOT 2 // / / / //// / / L( JOB NO. 30 0 15 30 60 1 112066 ZLKVALSANITARY SEWER LOT 48 KA OT 17 SCALE PROPOSED 6" CL. 52 DI WATER __.-_�---_MATCHLINE - SEE SHEET 8 1 =30 IN FRET OPEN SPACE �l 0 m , ✓ LOT 4 11 SHEET NO. 111(11 30 ft. 7 SEWER SANITARY LOT � 7 /Lor 45 \ LOT 28 / o ✓ /rt A N -N SEE pm=_ 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 /�O'40 , y 1z+5o ICE LATERAL ( / / .p�� 6�2��22 1 WWWWWWWWWWWWWWW WWWW \WW WWW AUTILITY w LOT:�Sgt E�y�1l / / _ / ($ w j % I I: SERVICE L (TYP / / tv zo'AEA EME — � -- ----- / / / // 4 Rom)PROPOSED5 L CSS NT — — ' I 8"x6"TEE / / / / ONA B. ' G. � / \\ ., � / w/ (z) 8 G.V. GV. PROPOSED FIRE HYDRANT � / PROPOSED WATER SERVICE PR ASSEMBLY .•. / IILATERAL \ / � /(TYPJ WWWWWWWWWW WWW W W W W W W W W W W W W W W W\W t / �/� LOT22j,\ I F I� �.• LOT i / 4 EXISTING 2o' ACSA LOT 77 / PROPOSED SANITARY SEWER ° I / '---SANITARY 5075, SEWER EASEMENT SERVICE LATERAL (TYP.) / o / / / I / h D.B. So75, PG. 664 SFD / e\ i� EX-MH-Glnbrk-6-i / / / WWWWWWWWWWWWWWWWW :W2:2 WWWWWWWW\WcP \\ W� W—_ W v WWIW % WIY / / LOT3o / / I \/ / W W W W W v vW LOT 78 PROPOSED 8" SANITARY �ll � l \ / u � SEWER SFD / �` A A W 2o' ACSA SANITARY SEWER EASEMENT / / / / / LOT 13 / / �s / Z �� D.B. PG. / LOT 31 / / / / / / / / O o) U) PROPOSED SANITARY SEWER °C PROPOSED AiR-RELEASE VALVE s U u~i z SERVICE LATERAL (TYP.) Z U)Lu N \ \ 0 z z )CIS�ING 'STORMWATER M l / LOT3z / /✓' LOT10 / s� o g g NAGEMENT FACILITY r W / / / // / •\ / s w W.; �4 H / �� z z W W \ \ W / LOT 1z � / W \ W / H_3p / LOT / °/ EXISTIN SANITARY LL p`*� BE EXTENDED TO THE PROPOSED VDOT R/W. LOT g M W W W \ W W W W WWW W W W W W W W W W\W `\\ W\\ i W / / // LOT / PROPOSED SANITARY SEWER— \ i 34 / / / SERVICE LATERAL (TYP) W W W W W W W W W W W W GREENWAY N \ W W W W W DEDICATION W I W \\ \_ \PROPOSE AT�ETY /yam LOTH \•.\ AREA �� V Dw s CE / / / / / . . PROPOSED 8" CL. 52 DI WATERLINE w N N W V• W \ / / / Q O N v \ \ PROPOSED FIRE HYDRANT LOT 8 / 0 o ASSEMBLY w/ 6"x6" TEE / / o 0 W, w W W W W W W W W W — \ ROPOSED 4' CL. 53 DI WATERLINE EX-MH-Foothill-g-z /. / / / — — " a+o°�. <, A — — — — PROPOSED TYPE A BLOW -OFF ASSEMBLY / "REDUCER 6"x4z+qo PROPOSED 10' PRIVATE/ /SANITARY URT— 11+50 /PUBLIC ROAD (54'R/W) 10+501+00LOT35 SEWER EASEMENT ti D.B. PG. Z EXISTING zo' ACSA Q \\ W WWWW W W W W SANITARY SEWER 75,PG. 64 PROPOSED 8"x6"TEE _ W ::::•. W W W D.B. So75, PG. 664 / O G V O G. V � W W W W W I w z 8" G.V. & 1 6" 5 / to DI WATERLINE ' b ' — II —� _ LOT7 Ir 5 ROPOSED 6" N _ _ -- - LU 5 / ---- MH-z8 — — \MH-29 / / LOT 8 SFD I PROPOSED 8" SANITARY SEWER PROPOSED WATER SERVICE zo' ACSA UTILITY EASEMENT / / / W W N OPEN SPACE I D.B. PG. / W W W �� W W ♦ CD LOT 36 LOT 4 LATERAL (TYPJ I / / \ I PROP OSEDSANITARY SEWER / N \ \ 5' MIN. HORIZONTAL SEPARATION REQUIRED I A SERVICE LATERAL (TYP.) \ \ W W W W W BETWEEN WATERLINE AND STORM SEWER I L.�0 ,..I I LOTS LOT+uj // Z \ \ \ \ WWWWWW WWWW WSW -- -- �> LOT85 j LL_ W W ` I o \ ,� v SFA LLI \ \ WWWWWW <•W W W W W W I I ` \ I / // ` WWWWWW .W •WY• W W W W W W W I PROPOSED WATER SERVICE I I \ W W W W W LATERAL (TYP.) f w 0 I \ / \ J H� \ \ W W W W W W W W W EX MH Foothill-g-i O I I \ J H LOT37 ILLJ1 II LOTS Lp U) Lu :W W W W Q o- - W \ P _— i� ' i� N / / I \ Z W W W W W W W W W W W ROPOSED FIRE HYDRANT v I OT $ a a a o PROPOSED WATER SERVICE- — — \ L SFA 6 Q W W W W W W W W W l ASSEMBLYw/8"x6"TEE i LATERAL (TYP.) .WWWWWWWWWWW.W.WWX. WW\W NW WWWW W W WWWWWWWWW�'��W:•.W W W / � \ � ) \ \ I< / I PROPOSED SANITARY SEWER Q U W WWW W WWW W W WWW W W W WW \ �\\ \\ LOT38 MH-26 SERVICE LOTzLATERAL (TYPJ \ \\ \ LOT 87 U J J W W / PROPOSED SANITARY SEWER \ £ I \ \� /\ SFA W "W W W W W W �' SERVICE LATERAL (TYP.) } o L� Y \ W WWWWWWWWW W W WWWWWWWW W W W W / ` \ ` `� _ 1 \ 2o' ACSA UTILITY EASEMENT \ W W y ® I \ \ IY \ \ D.B. PG. /Lu Ln 0 OPEN SF z W ILL_ W W W W W W W W W �iW W W \ I \• \ \ _ —I — — ` \ W W�WW WW WWW jWWW WW/WWW jW WW �W W WW WWW W°WW WWW W ''W>:• %WWWW "Glf LOT1 LOT39 \GLEN\BZ00KAT 0.09 AC W PROPOSED io'PRIVATE SANITARY' FOOTHILLS - PHASE II wN Q SEWER EASEMENT W D.B. PG. \ I PROPOSED 8" CL. 52 DI WATERLINE \N O W % PROPOSED io PRIVATE SANITARY \ \ / \ SEWER EASEMENT W ��/ \ D.B. W PG.4xi / \ / / \ LLI LL .�.�.��WW A �w €XM�� W�W W W W W WWWWW WWWWWWWWW LOT4o I Q Z WWWWWWWWWW WWW � � Q W W W W W W W W W PROPOSED o' PRIVATE SANITARY 'p \ r, 0�r�Lu W W W W W W W \ V I W W W SEWER EASEMENT �• ` \ s \ CONNECTION TO SANITARY SEWER SYSTEM J / W WWWWWWWWW WWWWW D.B. W W PG. A• ( I''� \ INSTALLED WITH GLENBROOKPHASE z / / WWW W W WWW WWW W WWW W \ /PR PO OSED WATER SERVICE \ a O �J I LATERAL(TYPJ \ 5 CV \ WWWWWWWWW WWW I \ x L W W W W W W W .NW I s° w WWWWWWWW WWW I v \ / W W W W W W W W '.. W W W W c LOT 41 CONNECTION TO 8" DI WATERLINE / / �' - / f2 \ INSTALLED WITH GLENBROOK PHASE z / CRAP IC SCAL WW W W W W W W�WW�WW vn ,,, JOB NO. W PROPOSED 1o' PRIVATE SANITARY, I I \ so o u so eo ,20 W W W W W W W W SEWER EASEMENT �W \ \PROPOSED SANITARY SEWER FIRE HYDRANT ASSEMBLY INSTALLED 112066 WWWW W W WWWWWWW D.B. W W W PG \ W I I SERVICE LATERAL (TYP.) WITH GLENBROOK PHASE 2 SCALE �W W\ WWWWWWWWWWWWWWWWW WWWWWWWW�WWNWW I v ° ��� z„=3o, : W: FEET ) W W W W e_. 'nch - 30 ft. / ` .WWWWWWW W W W.. WWWWW ' W W 11 I \ \ \ �� 2/ 00 s SHEET NO. 8 PROPOSED WALL ---- PROPOSED TREE PROTECTION FENCING ROPOSED 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 - - - _ _ - _- - -- RIVATE DRAINAGE EASEMENT T M / 686 6 BW 68o BW - 68o BW 68z-BW - -684 BW D.B.D.B.- PG. 6�o TW 68z BW- 681 BW 79 - -_--_- ___ CD - _68oBW _680- 94 - 678 - 96 =____ --98------- ioo - 4- 683. --- ----- --� / �' ' 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� - - �.•.•.•.•.•.• 6�a♦' �� i \ _ - \ _ Q -ICI 6 \ �" '� -��- - i / � i � \ \ i I PROPOSED 8" HDPE ROOF DRAIN SYSTEM '¢'O 6/2�/22 IZ rn 1 \- _ - - 12f5o / -^.` ^.: J, \\ I �w/io' PRIVATE DRAINAGE EASEMENT \ \ - - - - I W - - - _ - w/Oo' PR VAT E DRAINAGE EASEMENT ' i / \ / / / / , \ / 'SI0 EZ1 0 0 o I LOT iao ,� D.B. PG. i NAL z% 5 0 4/0 [�/0 r3/0 J W -__ D.B. PG. / \ z%� \ �' LOT \ / \ w PROPOSED 8' HDPE ROOF DRAIN SYSTEM I gj'�I Q zo PRIVATE DRAINAGE EASEMENT \'�x00 fol- / \ \ i LOT i18 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/ io' 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. / / .� \ N - I W� II -- _ RVA LOTii6 686.67 FAR 3 O LOT 115 LOT u4 LOT 113 LOT iiz W I + _ k% `a°10 % - \ Fq<� Fh/q 3xS0 i02 \ \ \\ 686.0o GAR 7 33 6° �- \ \ 3H o LOTui I I \ \ F pI \ \/ I o v/ CQ \ • �.•. \ \ 686.67 FFEi / I Q1t•- LOT iio LOT iog _ \ - R. (/ l \ 681.33 GAR G � \ I I 6 8.00 GAR 678.0o GAR I Q le I LOT io8 67933 GAR 678.67 GAR 7 6 8.6 FFE 67733 GAR ��6� _ \\686.0o FFE / I 6 FFE 678.67 FFE 7 7 I I I ,/ I LOT 10 / p� / \ SF \ Z / \\ \ o� ii \ \ F I \ c 680.0o FFE 7933 678.0o FFE I I 1 ]' II 676.67 GAR ] � j 1 \ \\ MF/y� \ �x00 .\ \\ \ � 6�0 � � - o '1677 33 GAR\ \. > ` • /ice / _ _ o FFE', 678 oo FFE 678.0o GAR LOT�oS / / 2%f \ \ 680 12+50 ., \ \ - -'. \23+00\ S 13+50 _14+00- ao'-PRIVATE DRAINAGE EASEMENT 7933 7933 G LOT ioo \ �\ `\ \ ,�/. �\\�.. - _ O N D. PROPOSED 8" HDPE ROOF DRAIN SYSTEM 5 _ a B. Br \� s So \ / f 6 m I I O w/zo' PRIVATE DRAINAGE EASEMENT - -�-. ,+y r, - OT 103 ` \ _ S j .. sr m m 4 D.B. PG. -- - ti 99x 80.0o GAR OT i o \\�``- r 68 'C a > ______ /680.67FFE .� x�o _/r ��,/A� F ❑ r / L oz s VI _ __ /J :.. \/ So.00 GAR l o /.: o yy 6 68 �\ \ U m z '. ROPOSED VDOT STD. CD-z / _ 680.67 FFE LOT ioi j /0 8$B -wG \ - PROPOSED 8"HDPE ROOF DRAIN SYSTEM % ,� / i \ / O ` / Ew 1 0 w w wPROPOSED VDOT STD. CD-z So.6 GAR z%I - ° -� 2 I O z wl zo' PRIVATE DRAINAGE EASEMENT \ 7 / r, , m \ z 11+50. 2z+0o is+So I ij+oo ,,.\ D.B. , PG. .. \ 681.3' FFE LOT ioo / `_ \ ,� 683 " j i/ ROPOSED ROAD DRAINAGE SYSTEM \ \ \ \ / .� \ z g 3 1 $ E - I goA 13+SO \ \`"'(�_ w - '• ° >` \ \ \ 68i.33 GAR : � / H O g a N F\ i \ \690 \ \4 \ ' /V/�� )2 m \ \ w 6@z.00 FFE LOT gg \ \ _ - - \ (n F Lu s .. o / 66 _ �"� W 687�oo FFE // 6� \ O \ / > z z ° 82.00 GAR ry o.. /� ` m LL LL 0 _ pgRK 14 xS� w\. \ \ 684.\ FFE l 1. ' r n O 65 / �. -69 \ W PUBLIC DRAINAGE EASEMENT �- c or PG 8.67FFE 4 Lli D.B. \ ,. FUTURE I ° 6 I F +, 1 b g \ \ \ \ p 6� R wV11 \ , DEVELOPMENT \ / \°o I - - I I PRO=05EDVDOTS677 TD_CD1, PHASE IV m 66 .33 FF BS : I r I a PROPOSED iz" HDPE YARD DRAIN SYSTEM - I ' 747 ' o .° w/lo'PRIVATE DRAINAGE EASEMENT �w PROPOSED 8' HDPE ROOF DRAIN SYSTEM _ o�� D.B. , PG. 1 w/io' PRIVATE DRAINAGE EASEMENT n ° ® 6 $ \ - �ZSx A q 'o I 6 \ / D.B. , PG. a • e ii I I N. II 75' - I.` \ S0 • o , 4 \ - IL / o 6 .6 F i 6. 1 S 4 II I 4 I \ �6� \ 66 o a` o •I. 6 a S y I 674.0 - _-_-- �-_ - -67S:8 =66 X\O �� \ � I" •II �- F I I F II - � PROPOSED VDOTSTD. CD-z PROPOSED iT HDPE YARD DRAIN SYSTEM I• ii I a li - I - - -<- a ^' \x \ \\ w/ io' PRIVATE DRAINAGE EASEMENT II I I II ; < I I PROPOSED 8" HDPE ROOF DRAIN SYSTEM \ 6r76.00 D.B. , PG, I _ w/ lo' PRIVATE DRAINAGE EASEMENT �- o I i I LOT 97 D.B. PG. 674.67 FFE I �I :. ` o f I LOT 96 co I 664.81 BSMT . 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B. , PG.579-33 FFE 3 I ril_w �.�w� --. 12+SO i 74 / // \ 18x-. �\-___ _ __ - Q \w `6j _ / VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT I I I Q NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. z = .00 - - ROPOSED ROAD DRAINAGE SYSTEM Lu ° --- f ft❑ LOT8 I 806 LLI ¢ 1 I _ 3 a _ ` ` PRIVgTE rS%R $68. , \ / J H � o o T O ;PROPOSED VDOT STDLLJ..CD-i _ ROAD FE Z3x _ 6] / 5 / A� \ Z w / J o ' 67z.00FFE 5 1 �.' -�V I - 4 �_" �... HIV) \w /SO / \ O .^°. 79.7FFE LOT8 \ 6i6 8xs.0\ O - \ H� I 667.0o FFE \- : / - %i0'R / 4 CL F 666.67 GAR 667.67 FFE gz$ I 66z.14 BSMT I :� .: Z _ - � ° PROPOSED 8"HDPE ROOF DRAIN SYSTEM I I I �' Q 733 GAR 667. gFFE 667.67 FFE - / / w PROPOSED 8" HDPE ROOF DRAIN SYSTEM LOT 8� \ \ 6 \ PROPERTY BOUNDARY (n w w a I w/ lo' PRIVATE DRAINAGE EASEMENT _' 667.33 GAR 66 . GAR a wl io' PRIVATE DRAINAGE EASEMENT _ = - - - - _ - O I LOT 56 7 33 668.33 FFE / : D.B. PG. 66ga BSM \ \ $ \ ui o D.B. ,PG. I o \ + + LOT57 668.00GA y Sw ��.��/678.33 FFE LOT $2., .9x �. I 6 B I _I. _:. LOT 58 I LOT 59 668.33 FFE 3 �Z / .. PROPOSED 8' HDPE ROOF DRAIN SYSTEM 56 - _- o \.. �\�.. 4x00 �\ �/ 668.47BSMT Z s 668.33 �E \ / �t ... -�. � w io PRIVATE DRAINAGE EASEMENT - ' •:- • - - 3 I I I I 668.00 GAR !'T \.: LOT $1 - / I\ I LOT 60 I I 669.0o FFE �.. 5 / \ \ �\678.33 FFE 7 \ j - D.B. --,PG. - - - - - - O Q - I PROPOSED 8"°HDPE ROOF DRAIN SYSTEM' I I -____ _ 6. 68.67 GAR 66g:ooFEE �` \ _ \ ojp:.:. 663.y7 BSM ' - \ w\ ' w/io'PRIVATEDRAINAGEEASEMENT - - 1 LOT61 668.67GAR \ /...�,�, _. 677.67FFE 71 3 F I • zo PRIVATE DRAINAGE EASEMENTr I LOT 6z 66g.67FFE / \ \ ° \\ Z I D.B. PG. � / co\ 667.81 BSM L�T80 \ 5 � LL _ 668.as GAR / / . Ca�x Vyy v v 6 z - v So \ zo+o mw o zo' PU CILB DRAINAGE EASEMENT " T <- -- LOT 63 LOT 6 / �\ SO v y LOT 79 \ 56 0 w w 4 � � � vv gee/ v 677.67FFE v zo+So --w w w " co 667.a1 BSMT LOT 78 �y 21+00 zi+5o i V / �Sx wv �61• � � � � -- 1 M I ROPOSED ROAD DRAINAGE SYSTEM l �� V O AA / y 677.67 FFE LOT 77 o o -� - o 7 I - -- -- PROPOSED 8" HDPE ROOF DRAIN SYSTEMv�TF 0 J / 667.a1 BSMr \. , / 0 2 I :' PROPOSED 1z" HDPE YARD DRAIN SYSTEM • -74 6 ----/ _ _ _ - w/ 10 PRIVATE DRAINAGE EASEMENT / �c ,.,y �9�� yv v - : �- . - r rot _ a z wl io' PRIVATE DRAINAGE EASEMENT I 64 aB / - D.B. , PG. v FJ. yf '�, 6�3 67 FEE .t 5' LU ° D.B. , PG. . = 10+ �I - /�:� / / v \�, ��S' 44F To,{�/ / �67.81 BSMT 6 6 FFE PROPOSED 8" HDPE ROOF DRAIN SYSTEMV 0 L 6 0.6 FFE I I ao I 73 / / / / Fq FCC . __II 77 7 V 'w/io' PRIVATE DRAINAGE EASEMENT 53 - 7 7 �.� : 0 S T:.� 667.81 STAT o 66o.81BSMT \\\hip I I.. 6, I b v �FMF� ISx wv:: �/ '/'PROPOSEDVDOT� V D.B. ,PG. - c� 1 III-'i�'i- Im.. .:...�• S. SO �o�� 77.67 FF� i' �A�6\ �/� 72A ® b / 6g33 FFE ,� %� �' / ��A STD. CD-1 66 8165MT� _..���2 W z I I. PROPOSED vDOT STD. CD i a w O 669.0o GAR 6e/g T / - - - - _ / _ :.,. I :o • ' u °� PROPOSED VDOT STD. CD-z_ °11+ I r OO - •� PROPOSED 8"HDPE ROOF DRAIN SYSTEM® ;� 68.67 FFE � /� %7 �' -�'' � / - 44E. �� �.. � �/ � - / 6°/ � � '- ROPOSEDROAD DRAINAGE SYSTEM � � _ - � z /__�\ i `- r r - w io' PRIVATE DRAINAGE EASEMENT / `' ��\ 4 / / '� / 70.0o FFE' i �� w�_ r _� - I i 668.67GAR 68.67 FFE / v v v v� / / /_- �, �671.0o GAR / -� O s s s W z I I 660.24BSMT I ;d • I o .. r a- zE f -11+ __.D.B. , PG._ ° % ° u.. -_. ] _ O LOT 66 668. GAR \\ \\. S ��... H Y - 671.67 FFE rxh b w L / I:: v� �•rr ;,... w 5 / �- y ROPOSEDVDOT STD. CD- a LOT21 �-� .c_ - \ �s - � LLI Q z p it 75 - •. :r• 2.C. 668.00 FFE �:- O - / / / - - - 7i :' . • Z0T 67 44D � sx o \ \ \'� I l � ( ,; Q hv- \ � � � w :.. �w \ �2+00 C \ �. \ / ///67o.33 GAR Q �..' _ 0 20' PRIVATE DRAINAGE EASEMENT u / _ / w ` 668.0o FFE / \ �6x \ 6 I 671 FFE J D.B. ,-PG. u n / . o zF _ \w .... \ LOT'6?i, 66 .6 GAR / - \ SO, /\ { / 7 p� ROPOSED VDOT STD. CD-1 -\---� C!� 0 o 766 - 7 -' _ a- - IVjFY��. Z2x - // / zo'P ATE DRAINAGEEASEMNT-..../� / / /. LOT22 .i /'\\�`.../ >, mo 76A - _ }� 5%u -_' / 7zD - P(7gRS Sob LOT Gg . / o 0 0 / / _ ,. %~ 61 GAR ~ a� O P \ / 7 o m� - 7 -0 / 0 O 0 G. 664 (5 / 668.0o FFE. % : \ \ n \ c0 J a� 67z.00 FFE LOT za / w o .; �... � .. .. 4 R/(1, ' • ° \ LOT 70� � 667.67 GAR �- « - _ 671uo FFE / Q 4 '\ _ / / ��{ I 76 PROPOSED 8"HDPE ROOF DRAIN SYSTEM = /�3x00 b \ / / LOT z3 aA o 7% \ 68.00 FFE -� °0 5- PRIVATE DRAINAGE EASEMENT / 7 \ / / 667.67 GAR 67i.33 GAR / I D.B. PG. .� /,Q >� .��. �\ - 668.0o FFE 5 /� Z /66 6 GAR n / J \ - / •� PROPOSED 8 HDPE ROOF DRAIN SYSTEM 71 �. / LOT W 9� 7 i/ n 6 z.00 FFE / CD \ _ . °. 667.67 GAR �- / \: 446 / 670.33 FFE / <'. / /.. i // 7 / / Q m 657J5 / � � o : �� � . - • wl io' PRIVATE DRAINAGE EASEMENT � -- / � l 8.67 FEE/ PROPOSED iz" HDPE YARD DRAIN SYSTEM � /0 w 72 568.33 GAR \ / I / [) Q o / LOT z4 ` I? wl io' PRIVATE DRAINAGE EASEMENT LOT 1 / 670. V J y L�55\ o \ \ / L W D.B. , PG. - 9 664.33 GAR �LQT-54 \ \ wZ3x �\. - 4kA N /66g.67 GAR Sk / 7%_. / o \ -. �. [L � > � '\ °.: 73 668.33 GAR / � ]6D 658 � / - • LOT �' 666.33 FFE \ ]. 7 / / /67o 67 GAR / _ ' I I 664.33 GAR \. 6 O / � � .. �5 � \ - SO � ]oB � / �J' ..... 6 0.33 FFE 658.17 BSMT 66633 FFE -^ LOT Sj PROPOSED 8" HDPE ROOF DRAIN SYSTEM �. ] ° w _ LOT 74, / / / _ [y / / LOT 25 / N c I 658.17 BSMT 664.33-AR LOT 5z wl zo' PRIVATE DRAINAGE EASEMENT rr / /\ OTJ � LO\ I .•:� / F 6�i.33FFE // // / F- E ----------- _ 666.33 FFE 664.33 GAR / D.B. \-- PG. \ \ .. / / ° - - \ ROPOSED VDOT STD. CD z \ / l Q hW /669.0o GAR j �/ / o PROPOSED VDOT STD. CD / / / / Lu w o PROPERTY BOUNDARY �� 658.17BSMT Ti66.33-FFE / S� - 6 8a BSMT -� LOT Si \ \/ / 5°� ]oA PROPOSED \DOT STD. CD-i �6+ / /� Q / 66g.67 FFE �% xh. / LOT 18 / O w a '-- 66467SaAR �_ \ / 70 \.. / OTz OB n _ s \ LOT o \ / / % f \ / / 5 / // 7% / / �f� �/ / a V=i 666.67 FFE 5 4 / / 3 Zyx1 \ 6(�" Q $o : // / N o GRAPHIC SC L_E- S ! / / / 65g5°-BST 6? 3G+�R \PROPOSED8"HDPEROOFDRAINSYSTEM > - �� - w Soi� 6 44 / / / /6 g.00GAR ,. So /6jo.67GAR / ° -- % ... - fj'71.33FFE // // �/ / 1 JOB NO o 5� 'L T 4 6 0\ w/ io' PRIVATE DRAINAGE EASEMENT 4. - \' - 6g__ 408 42 \ / g.67 FFE , : g / L 112066 0 ao o is ao /' eo � 6 BSMT �9 s _ D.B. , / / _ 533 /o a/o - S -k3 7 ./.�� 6 \ 6s7. FFE --LOT 3 4 6 L6 GAR 4 x \/ , o / / \ o LOT 1 / / SCALE S4 �FFE OT 47 %J \ 9 a- w 1 O o� � 8 � / 6�.0o FF R � /. .• / 7 / 33� B / 659.17 BSM 665.33'GAR / _ IN FEET) OPEN SPACE 6 _ 665`33 FE �oT4 �, y o MATCILINE -SEE SHEET 10 1� 3�� o 1 inch = 3A%ft - --_.. --- ----- ---- \\ \_ _ 6S8 659.17ESMT \ 664.0o GAR - --- - \ �A. / / � ;LOT/28 ■ ■. ■ / / SHEET NO. °- �_'�- ---� -� / 64 4 1p. / � \'PUBLIC DRAINAGE EASEMENT // \ / / / '. D.B. ,PG. 9 0 U.o. inn/ N. Z✓j - �� ..2y.., - _-_ 6 6 GAR /, �,�..//\�/ / i/ / - --- _ --OPEN SPACE �� - s - - 6 666�.3�F$SEMT 665.33 FE --LOTy 4 a w\s%o0/ 6 g.00FFE// / =e./ / \ \ / , 664.00GAR / C,, �•. \ 2o'PUBLICDROAIN GE EASEMENT ■ o. oa'M/q 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 z / w 447 COTT R. LINS/ _ -LOT1666 6/ 66.00 FFE 1 �7 ,. / �o� w // 9/7 ^" Lic. No. 03579166FFE / M \op \. / // PROPOSED8HDPE ROOF DRAIN SYSTEM / LOT 76 PROPOSEDWALL 4F w/10' PRIVATE DRAINAGE EASEMENT - _MAINTENANCE EASEMENT64 l ,,, PUR/ 7/ .67 GA (7�2��22..... \D.B. PG. / 0ROVVq //H7.33FFER D.B. -,PG.SFD s 0 I� . . . . . . . .\ . . �+ �, / — 4� y l �D iS,4, '� Isx$0 Dorf -�1, l l l �� SIONAL F'� R/(,v)V + LOT 5 / \ / • �e- 1 . . �::.; •:. . . . . . . . �. . W � A A / _ / W . . :<:W.•.. . W . . . . . . -_-- __-- 5zBW ---- -- _ _---- zo PUBLIC DRAINAGE EASEMENT 70, / 674.00FFE / W:.. � � � \� D.B. PG. � I I I I 'jII -- --- -- --JPR160POSED WALL ,.ten / i LOT2/� / /.•-_ 1' '/. T_3') --- LOT 1 SW FACILITY, MAINTENANCE, &ACCESS EASEMENT_ -_ _ /�� /. 6, � 4 . -- -- - - W ••: . . / D.B. ,PG. - . PR -7z.3 LOT 77 / •. � � - � \V � � / ��—� �� OPOSED VDOT STD. ES i 674 33 FF )� � � / (MAX HEIG . . . . . . . . . . . - . . �(\ SFD �'� �e:::<?:.. • PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFACE. W O // / 7 / / r+v1 � / / / / PROPOSED iz" HDPE YARD DRAIN SYSTEM M \ •' �� W w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT w .,/ /• / •./ \ w/1o' PRIVATE DRAINAGE EASEMENT � W � ( � LOTj3o •. i�W': e. (L=17, W1=9', Wz=zo', D=1.5 MIN.) c W . % i ' / l D.B. , PG. L 78 / .,x . \� . . . . . . / \ . W \ ,�\ \ . w "/ 1 ( / 71.� GAR/ / / \ \ � J J .. . . . . . . . . A A j. A \� y .� �"1�\\ W V /"" 1 / / / ✓ l 67 . 7FFFj / '/. // �•1 �� a� SFD Q Q .. /°�o I / 67 .00 \ s �\ \67s---- Z "SWM FACILITY, MAINTENANCE & ACCESS EASEMENT/ / - / /° / � x D.B. PGW / T1 / // /. 1 / LOTH / \\ s / CO CO V" ��l � l l � 3-1 �s \ � � / PROPOSED VDOT STD. CLASS Al RIPRAP OUTFALL; \ ��/ / / 671.6 GA / / / // / ° �� / / / A� s U m z �� �` w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT / / / / /✓ / \� �s LU � `� \ . . . �. .� . . . . . . . ..� . �� �i •V �V (L=12, W1=6', Wz 14, D 1.5 MIN.) 665. FF // �/ / LOT w w ��\VING�STORMWATER �" / L T3� / s� •`.;W;; . . . \ / / PROPOSED VDOT STD. CD a / s Lu NAGEIVJ NT FACILITY . / // - / > .� A A A W •w / 7 / s a' Y 664. PROPOSED VDOT STD. ES 1 zg / /' /i I� %63uj .) W/ / e LOT 33 IF// 4-1I;/ // / / 9 \ y /i/ PROPOSED 8 HDPE ROOF DRAIN SYSTEM ` / — —� / \ S 6% \ \. .\ 4. Sao / w/ io'PRIVATE DRAINAGE EASEMENT LOT D.B. , PG. 34 41� PUBLIC DRAINAGE EASEMENT / GREENWAY D.B. PG. tP ;� AV � V6g.67 Gry��,( � a �? DEDICATION V' / / FFE // I % / � �� -4 V AREA .� v \ v v / / 663. �i // x11C / I LOTii \ J---36 SWM FACILITY, MAINTENANCE, & ACCESS EASEMENT" /30 / _ / zo' PUBLIC DRAINAGE EASEMENT \ 71-33 ~ \ . PG \ i� 5 �� O o 0 D.B. / 306 PG. I 0 W _ _ / O '" LOT 8 a \ \ "' "" :> "' "" \` - --____ - _--- � / // I • -.. PROPOSED ROAD DRAINAGE SYSTEM D.B.D.B o 38A 12+31 \ \\ \ \ . . ..W'WW . . . . \ \ 1� 6 ; I •38C PROPOSEDVDOT STD. CD-i \ \ \A \ \ \ \ • W . . .. ...\ .. \. .�. .w iW:;'.;:' <:•W.::.:iW. .. .. .. .��W_W w. .W. -MI 38 M p 1+ o� 12+00 io 11+0, L T3 % / ld co PRBARKL IW CR OPOSED VDP / \ \ \\ ll ) l 33� // (Y) e I m UBLIC ROAD (54'R IW M i +� - - -5 - _ LOT 7 / / \ co LOT 8 SFD N � / � W CV (J� OPEN SPACE � T3 SOT 4 PROPOSED 12"HDPE YARD DRAIN SYSTEM a ///// PRIVATE DRAINAGE EASEMENT 6`� PROPOSED VDOTSTD.CD-1D.B. , PG. V \ \ \ \( \ I \ \\� I LOT 5 LOT 6 / / / \ PROPERTYBOUN \ RY .:' ... , - . «\ BETWEEN WATERLINE I '3 li I _ _ // / \ 5 e / ' z O \ \ \ . W ..."� W . \ I 5'-HORIZONTAL SEPARATION REQUIRED _ \ I / / ` LOT 8 w BETW ATER INE & STORM SEWER 6bo 0� v I / / / I SFA E Q v \� \ v \ V - • yw I \ v g -1 �, l s�o v ,— 1 �LUC� � JP)LOT 3 LLI Wul Z 662.0 LOT86 Q SFA Emy O p �6iPROPERTY BOUN :658.6700 DARY 0 OSED ROAD DRAINAGESYSTEM • ` PROPOSED 1z' HDPE YARD DRAIN SYSTEM 1 _ �� \ RI P 1.�� w/io' PRIVATE DRAINAGE EASEMENT / \ Lu �Q� 34Q __A D.B. PG. \ / J L T 8 / LOT2 \ \ \ LOT87 3 B I / / \ I \\ SFA ' Y = Z LLI .W \ \ 6 £ \ 657 67 D _ / Cn O // Z � 0 Lu W A GLENBI�OOKAT 09 AC POP S V OT STD. CD 1 c \ $ / \ I \ I `�\ �e �\�\ I \ � / \ /6�' �f \ FOOTHILLS - PHASE II I \ 6 / / A A , / / a �— Cn 0 \\ \"\ \ \ \ \ / / ` � \;, \\ N \ / �\ � � F— O \ 5 /I � RAPI�IC CAL�/ 30 11 I 120rJ(1�Q LU 30 0 15 60 c 0 7-7 / IN FEET / 1 inch 30 ft. CO\NNECTIONTOARBOLEDADRIVE / �y. z w F PROPOSED WITH GLENBROOK PHASE / / / / / /- w p w x o cn LOTy \-- \\ �a / JOB NO. 112066 SCALE 130' .\WWWWWW�W-cn\\ I� \ \� �\ 11- \ 1 e I- � \ _ �I A A � vv op / � \ V A SHEET NO. s \ I \ 10 I� Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Prodded (feet) 30A 24 18.4 1 40.8 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 E BURLAP • - - _ ' q ° ""%bn `7-'1' WY '�� o°o NZ -r�� —� - \\ 1 1/3 OF BALL AS SHOWN FROM TOP _ — — _ __ .'.'.'. .'.' • / SCARIFY SUBSOIL TO 4 MIN. DEPTH PROPOS D TOT — — -� ............. i E ' ' ' ' ' MULCH SAUCER MG CD LOT AREA r FINISHED GRADE • nn _ - - �" - ' " ' OPEN SPACE A / / / / // TREES UP TO 4' CAL. SHALL BE STAK / / / \� \ / / I 1/3 HT. OF TREE TREES 4" CAL. OR LARGER SHALL BE 0.42 ACRES / / / / j / / / \ / SNOW FENCE GUYED WITH 3 EQUALLY SPACED PR/I/ � lO/ / LS \ \ \ -S; ..... / \ AND TWSTTUR BIUCKLES.GAUGE LOOP HOSE HOSE I I CA' A ' R% \ y . LOT 120 AROUND TRUNK ABOVE BRANCHES I / • / — I __ LOT 11 I _ AS SHOWN, FLAG WIRES WITH L PROPOSED SIG HT J 1 I W \ EASE AR. �� �/ 9 \ III COURVEY TAPE. REFER TO SPECS MEN ,WII ,w+l LEI ,�/ FOR ADDITIONAL INFORMATION. 1 DISTANCE EASEMENT III I w - \ \ \ \ \ / / LOT 118 LOTS 116 - 120 TO BE III ` \ — AMENDED SOIL MIX - I - - Q Q I I / _ - s s \ \ INCLUDED WITH SITE rM I I �I III=1T1�11 uK LOT 117 PLAN F jL COMPACTED SUBGRADE I z _ _ \ LOT 116 BOARD FENCE LOT 11 LOT 11 1I 3 W / 5 LOTtty LOT LOT111 I I � \ \ \� \\ \ / �/ � �� \ •"' Tree Planting and Staking Detail // \/ CORD FENCE I I I � 11 DISTANCE EASEMENT- _ � \ /�. \ \ J � ' \ \ / / / I \ � Not To Scale / vurnc f£NDE 10 LOT 10 QW' 9 LOTto8 I I Q' II LOT LOT10711 \ \ // CORRECT METHODS OF TREE FENCING / _ qI/ to6 / \ \ \ / /\ -- - I \ \ \ �/\ /� TREES UP TO 4' CAL SHALL BE STAKED \ \ \ \ \// \ �/ WITH 2-2"x2" HARDWOOD STAKES. / \ LS \ • '\ X\ / I • , Y TREES WITH 4" CAL. LARGER SHALL TBE E I I / - - GUYED WITH 3 EQUALLY SPACED, TWISTED, Qs OT I \ \ LOOP HOSE TRUNK. FLAGANDCUN NWIRES WITH COURVEY OTAPE. \ REFER TO SPECIFICATIONS FOR \. \ • \ i� _ 9 / FURTHER INFORMATION _ i to3 s � \ " ° CO�0z \ � -v / ��� /_J(G1 GUYWIRES WITH RUBBER HOSE AND w w W w w w. w. \ ' ` '\ p // _V TURNBUCKLES 2/3 UP TREE m \ \ / \ : r C7 `v.� o / •'• P H AS E I V a+r+'7 �\UI�YYYY \ LOT too O FUTURE CORRECT TRUNK ARMORING i 2".2" HARDWOOD STAKES, ALIGN wa \ \ 'T 0 / / DEVELOPMENT "n TOP of STAKES �+ I \� ��w \` LOTgg \ �F�C� - // (3)PASTREETTREES TRIANGULAR BOARD FENCE �I(rI MULCH SAUCER O \ \ L QP \�! \ w \ \ \ / q w /ALONG LEEHAM STREET • --_ —^ �i/�Ih AMENDED solL MIX LOTg OGRA GRAPHIC _MALL x Imo_ 3o o 1s \ so m =11111 Iirr_F II PROPOSED SIGHT _ — \w o a \ \ / / I RESIDUEAREA — \ \ / °I IIII 1/3 OF BALL AS SHOWNP FROM TOP DISTANCE EASEMENT I I' \ R SCARIFY SUBSOIL TO 4 MIN DEPTH I � - - - - -I- � � \ •^ I 'i F , \ \ ^ e � \ w \ I u / / � RESERVED FOR II - f IN FEET III-III=III IIJII=D COMPACTED SUBGRADE, '• \ PHASE IV '• III�II_I 'DEVELOPMENT ) = iIIIG \ �\ Qt \ / 1 inch = 30 rt. z ACRES - - - -I- - -I- - - Evergreen Tree Planting Detail °a, `m Not To Scale (y)OSSTREETTREES — — • � I I I I I I I .. - }, I \ _ � � � � ..•. \ �. � y ° F \ " f45y I ALONG LEIEHAM STREET ROPOSEPIT :. ., .. ,.. . .- I AR2 5" CALIPER TREE � CALIPER TREE W ND SEATING AREA 0.43 ACRES TOTAL: 2 TREES TOTAL: 34TREES F II PROPOSED ACTIVE CP - 2.5" CALIPER TREE \ AR-3.5 CALIPER TREE III ION AREA \ °o \ -- \ TOTAL: 6TREES RECREATION TOTAL: 59TREES II I \ 4s APARTMENT SCOTT /R. Cl96LLINS L1c. No. 035791 0 6/20/22 �SSIONAL E�Gt O � m co � a V/ Er Ln z ZU N W 0LU 3 3 r0 V/ N ~ uH, Ln Lu z z Wjj� rrA Lu r Q O N 0 v Z- 0 0 AFFORDABLE L9 ICY) 071 1 O � ■VI I �I d $�-� � •• i LU IN co ■ 4 I �" �� Imm ---- • Lu � III � � � � ��� • � � � �� �� ' • . 1 '11 .. >' �� I'll ° ��•® i p''••°.. m ,I \\_ \ •• I ' _ gLLJ 1A L9 w •.. 1 !� �m • • • ..- ■ ® .._ 4 ff r 14-twomm, m 0� 0 < LL Lu ul 0 erra ' p v {pp � �, � l •Il J' YK� ° �1�+�R4+i1F�i+ii�OTOd :.n9° ��� , ' � � �� .�,� �:�\`. ` �`�`'/� � �' �/ ° �/ � �' • _ _ _ y '�'�. yam' � I I /► \�� •!�- �•` `� ���! • / � I/ ��''��,®.. � �� Lu ilk ' I !! �`s�Lu ��`o AEI. a M, �0 W�b�bm, 110A Will WA VIA MAE 11"I rip �amw 155U 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 121397 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 \�� CoantyofAlbemade - - - / / /) olnenation Plan Checklist To be lased on Landsca Plam A HLI SEE SHEET / ,� LOT2s // / / d�ok ,�Z%�fff297fr°emletea H=a�lb - 8N .� � � C loan vv P ad ) _ '\ '�..�\ \ 1 Tn n1 I 1j n , LOT[4 �� / RI"uhy� \ (lo) OP STREET TREES <, ..._-.� '' // fle Trees lobe amea; an naa,awaaa me sass ALONG MEYERS WAY - ® Lim ofcl� (oatameadphneofrremtobeaae<d); e / / I ® Iw.anoa d f anve rm© + S � / � - W y. / / / an typec prate ag; g" `F / fl amaecnm o-eew<Ra or wawa; propoaalhmchwg or mmroawg be}ronatnelirmta orcl<arwg. 16 a. + / / _ ` -- / / LI \ 3• - W�a�/�'fhO�� qY e ° F 1. a°' l I � AlltwmLe sevM eba116e merkM with pool or nbboa azenaglrt cleeayv,aiNem egwpment oyamen. J i IT LINo®ading aba116egin wtil lbe hee mmking naa bem imPectM mld approves bYa Cowty lvspecwr. - h/110101` ° ). PreComtrueOm Confe.enee, W R `*B, fl Tae pmee,aeoa aaa proleema mess„ree enall ne rewewea.wm m<coao- mron6te_ y / �� • \ / ly 1. %auWmem Ooentlou aua 9braee: x - - . �W W � W / \ • o - S / � / / J\ \� � � � � fl pmmt vehicWutraRe wd emmge ofematrucnoa mmmdaiacludiag soil mall aetbepwmitted witnia @e dnpliaee eftrew - - - / QS a / LOT 15 bbe aw,ea ' W �' ` o • \ '� - - - - - � s. san Pra.ba.an ttermwabraerm,naa ne.mm� I' LI Soma-i.e, chNfl not aave,eely aRacl 1-1ob--ed +--- la� t a \ TF 6. Fir- 0 - / � , � � � �. / / �fl Pee one not lmu,ttai vnpdn l0"feet oPMe ddPlme of trxambe saved CC 7. Tree N[aterkak / ® T taial ball ml be stores wit1w 100 feet ofthe Mplive of lrttato be saved. LOT 14 S. Pratmwe Fmenn. eWb dwdondpf tofaPropasedbail&ngorgmWt nfiwtyaballbeproWWbyrlg 'md. W W W W W W W \ \ / a / --_ - - - _. - -_ - - W W W • I /. \ / fl Finavga b mplaceendahallbeirvpat mdapprovedbya Cowty WpwOrpnx Wgmdiagormttabr tm. 9. TreeWelho _ W w ® Wnmtbe gmwdlevel must bemuai mtlwtbe dnphne ofahee to be saved,aheewaR abaR bepmvlded awl acmatrachm delwl 1 aabtmtWar approval. W W+' \W \ ` \ w _----__ _� W �W WW1 WW W W WI • O / / \ \ l l j lo.Troo oppp OT30 / ®wneamegm al<v mal6low w w memp ao-e<lob a dan wuawb«o aee;amaco�woeona a • ::::'W w . V I ) v A.Av m e r- r-� \ 4mW . o A �. A /J submitted fr aPWevd. SCOTT /R. Cb6LLINS Lic. No. 035791 0 6/20/22 �SSIONAL E�Ot It. Treaemaa.nd T-ndN. desJ W W W W \ \ \ \ \ // \ \ \ \W W W W W w W W W \t W\ \W \W ,dW/W W W�'e / / �O l / Jl '. /' ` / fl Whev trmctivgu quiredwithin Ne timib of cleavng, it eha116e dove ae far away 6om NeNWa oftreeeaepoeeibltivg Q Q / \ \ m \ v' \w - -�, m\ W \m / • / / / / ovawelarge tree aM1dl b<mnaidaed aB malmmenve wM1av ilia sons Patad dial veawmry hmaldng ll troy feadm,00ts roota. z ® LOT 13 J Provdtaivefega al6ethela ti ma emoveddw Necogfivdd rap. co ll. DamanedTreer M L lI a W v, l / /u EXISTING�-� W .`�\ �.,n \\.. � J /' / / / J'...� ' / ®Damages as®snail amaiamnaaiat.Ir nrPmmag. feme�m,mother melnoaa aewmaewea nyao-ee ape©aeac � U Ij z `STORMWATER \W / / / NOTE:ITISTHEDEVEL ISRESPONSIHILIIYTO CONFERWHH THE CONTRACIORONTREE CONSERVATION \ RE UIREh1ENTs. lV \ y y A A MANAGEMENT \ ` / ! 11 f / w ' ' \ \ \ FACILITY ) W / / l 1F 'l \ \ / l 12/13/2021 C z g ♦/r- r- W ♦ ♦ r• r- v W ♦ \ \ \ \ \\ \ \ LF \ W\ �v v� W \ W W W s" / / W /� / W w ✓�' ° .. l / // J OWNER SIGNATURE (DATE) Z W ��W ti L T3� / / �/ \\ J V/ U F w \ \ % W / !' J LU w corcr%ACT roRexASEsaIORAruxE (DATE) � (n � \�w� \\ \ '� l sf1/a5 paoelafl W J J \,° .. �\ \\ \ OPEN SPACE F W\ a \'" w, %W /W . T „ // /' l l / / ll J �/ ! J NOTE: THE TREE PRESERVATION AREAS ARE LOCATED WITHIN THE GREENWAY. > z z 2.58 ACRES W\ \` j� l w / /v/ Qg 11 l i/ LOT 12 Jl l Lu LOT 33 �W�.�-W.�.�.�.�.�.�.�.�.�N \ \A��\� �l / / l / LOT li W W. W. V v\ \\, A A /�/ /// �� l / J J a I F/ l J CONSERVATION PLAN NOTES: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE . . . W �, A \ V I ` l j CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. A \ �.\\ �� / / / i LOT34 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED . ��\V` Av WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE 1o'EMERGENCYACCESS \ \ \ A li -- ( \ LOT COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. ROAD EASEMENT \. T \ v \ �� - ��- - / •' "/ / / /� �- V A \ \ V ° - - - a \ (5) OS STREET TREES- N N T 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. ..�.. . . _ ( i J F q W tv tv c ALONG BARKLEY COURT ov g 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND W w W . W W \ \ - / �� / n Q cv o PROTECTED. `I. .I• _ v " 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR -_ AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. W . \W-- r/ LOT \ - \ _ _ \\ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY • \\ •u)i '• \ QS o SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM '.;_ W \ W -- _ "`ii F /. °•- \ , / 0 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 ... . r PRESERVED AND PROTECTED. i r 1 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST.- �� P POSED (� LOT35 ° a BARKLEY VIEW COURT \ _ M / 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE � "� � � � � IC. � II I ��� m -6 / (6)OPSTREETTREES / a: AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18' OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP W r• W �„ W XERCISE w I \ u )) 1. PUBLIC ROAD (5 R/W) M / / , C'7 J AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. ••W \\STATION1M 1-j�`dl -M M M,"/. I// ALONG BARKLEY COURT // / / 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING o THE FINAL CLEAN-UP. i;; �� ' .N� \� it 5 3 \ N uj PLANTSCHEDULE W W W W I I -I- F ' - - _ \ LOT / / co TOTAL SYM BOTANICAL NAME COMMON NAME SIZE CANOPY QUANTITY I I I\ \ \ q --- - -- // \ N COVERAGE w / p o TREES AR ACER RUBRUM RED MAPLE 2.5 CAL 452 2 1252 \ I LOT 36 w --LOT ` Q AR ACER RUBRUM RED MAPLE 3.5" CAL* 452 6 3060 ` �� \ \ �I - 4 (24) UAP STREET TREES BN BETULA NIGRA'HERITAGE' RIVER BIRCH 2.5" CAL 464 29 13456 . ` . ` W ' W " . ` W ' 0 \ I \ ALONG ARBOLEDA DRIVE u 0 II ) \ I Q H� FG FAGUSGRANDIFLORA AMERICAN BEECH 3.5" CAL" 275 8 2564W W W W` W W I I I \ ° ii III I� \ LOTS I LOT6 / / > LL o LT LIRIODENDRON TULIPIFERA TULIP POPLAR 2.5 CAL 430 17 7310 . W `\ I I - *0 Q - - // " W .But I� �\ A I _+ _ W O / V LLJ r LS LIQUIDAMBARSTYRACIFLUA SWEETGUM 2.5 CAL 288 12 3456 J 0 I ( / m PA PLANTANUSXACERIFOLIA'BLOODGOOD' LONDON PLANETREE 2.5" CAL 422 12 5064 w . W ` I m J J I \ �/ // \ I� z `o UAP PRINCETON ELM ULMUS AMERICANA TRINCETON' 2.5 CAL 397 21 8649 �� \ \ \ \ \ u f� II i � // EXISTING ZONING LINE ~ Q 0 QC QUERCUS COCCINEA SCARLET OAK 3.5" CAL* 419 6 2826 / W �� I\ \ L \ \ ° lal III \ i / i / \ (n w J o QC QUERCUS COCCINEA SCARLET OAK 2.5" CAL 419 9 4083 W 'W\ \ \ 37 \ I �LOT3 \\ L9 LJJ OIL QUERCUS PALUSTRIS PIN OAK 2.5" CAL 419 34 14246 \ 1 / i / A �i v I �� A V V , + u \ 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 17494 ...� W W . W . W . ;W: . " / / \ \ I _ - - / / `SF O Z z \ W f I - - - BETWEEN PHASE I LOTS \ H ��� &PHASE III LOTS v EVERGREEN TREES / =SPACEMG MAGNOLIA GRAN DI FLORATITTLE GEM' NELLIE RSTEVENS HOLLY 4-6' HT 44 33 1452 WW + ( r,\ - �\ <CD CEDRUS DEODAR DEODAR CEDAR 4-6' HT 143 24 3432 CJ CRYPTOMERIAJAPONICA YOSHINO CRYPTOMERIA 4-6' HT 123 1 45 5535 J u ORNAMENTAL TREES W . W W W W . W W W / / ' \\ LOT 38 I QS / LOT 2 \ \ LOT 87 I. -I Q o W i AG AMELANCHIERGRANDIFLORA SERVICEBERRY 6' HT 130 6 780 W . . �W W W . W -�W . • \ l + \ \ `` l \' / / \ \ \\ SFA Y = z CC CERCIS CANADENSIS REDBUD 6' HT 124 6 744 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 \ \ w W I W / \ \ / \ \ O z TOTAL: 121397 . W . W •.W . W } �\_ / . LL * SIZE OF PLANTCALIPER TO INCREATETO 3.5" WHEN INSTALLED IN ENTRANCE CORRIDOR (ALONG THREE NOTCHED ROAD) z SHRUB BUFFER LANDSCAPING PLANT SCHEDULE . W \� W W w WI W W W/ W .� . . \ \ I \ \ ° \ // / \\ \ / / W N �� LOT w w TOTALSITE W :..:. \ \ \ LOT39 I " (15)OSSTREETTREES/ z SYM BOTANICAL COMMON NAME SIZE CANOPY s W \ / n` \ \ \ J (� QUANTITY COVERAGE (sf) ' W � W "� W " W j"�W W " W " � %' W " \ + I \ l �� I \ ALONG ARBOLEDADRIVE/ / \ � � � � o SHRUBS o CA CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 18"ht.min 25 25 625 FM FOTHERGILLA MAJOR'MOUNTAIRY' MOUNTAIRY FOTHERGILLA 18" ht. min 20 25 500 I \ . `' .. I \ N \ / 616 \ n > TL.l �/ o IG ILEX GLABRA'SHAM ROCK' SHAMROCK INKBERRY HOLLY 18" ht. min 12 25 300 LLI a OTAL CANOPY 1,425 / \ + \\\ 3LENBROOK AT FOOTHILLS ? / � (28) QP STREET TREES W W W . . \ \ / � c r''1 E L 4 \ \ PHASE 11B fV ALONG PARK RIDGE DRIVE LOT o W v uj v . v -. a •.. : \ \\ / •• -: / /ul ww-LLJ-w w w w w... w w w w w w_ w w w w w �. / QL ■ PARK RIDE DRIVE w� E w \ w- + \ - �W w \� W � U _ \ I / 0 W PUBLIC ROAD 61' R/W) - � w 1 \\ /- � _ ■ - - _ O v \ / G j O w= LLI w I �\ d (n :: J - ---- - w \A \ LOT41, �� V % / JOB NO. o lJ . • • \ a .. • G kAPEIC'_'kAj,,E 112066 wo • O I VI + \ \ \ x �c \ \ \ 30 \ 60 Y66 SCALE o IF I OPEN SPACE E W W W W W W W W W W W W W W W W W I I I / - 30 R a O �\ o.o8ACRE5 W W W W W W W W W W w \ SHEET O. a (28)PASTREETTREES \ x x'd.` ( I F) am W\ \� \ \ \ PARK RIDGE DRIVE . . 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.