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HomeMy WebLinkAboutSUB202100155 Plan - Revision 2022-01-23GENERAL NOTES OWNER: GLENBROOK LLC _ PO BOX 1467 CHARLOTTESVILLE, VA 22902 GLENBROOK AT FOOTHILLS PHASE III DEVELOPER: RIVERBEND DEVELOPMENT INC. FINAL ROAD PLAN 455 SECOND STREET, SE SUITE 400 CHARL CHARLOTTTTESVILLE, VA 22902 ATTN.-ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST SUITE K CHARLOTTESWLLE, VA 22902 (434)293-3719 TAX MAP NO.: 1. PORTION OF 05600-00-00-057DO (08.5039, PG66) - 9.50 ACRES 2. PORTION OF 056A2-01-00-06200 (DB.5039, PG66) - 0.08 ACRES J. 05600-00-00-05781 (OB.5039, PG75) - 9.32 ACRES 4. EXISTING RIGHT-OF-WAY (PLATTED/ NOT YET DEDICATED) - 1.04 ACRES (SEE SHEET 2 FOR AREAS & PORTIONS OF PARCELS) TOTAL AREA: 19.94 AC. ZONING: R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT WITH MANAGED SLOPES OVERLAY DISTRICT IMP 56-57D AND TMP 56A2-1-62 ARE LOCATED WITHIN THE ENTRANCE CORRIDOR NOTE.- TMP 56A2-1-62 IS SUBJECT TO THE APPLICATION PLAN AND PROFFERS ASSOCIATED WITH ZMA201600005 DENSITY. ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER OEVELOPMENT.•6 DU/AC + 30 9 BONUS DENSITY FOR PORTION OF PHASE N DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE PORTION OF PHASE III DEVELOPMENT WITHIN URBAN DENSITY AREA OF THE COMPREHENSIVE PLAN - SHOWN ON SHEET 3). TOTAL PROPOSED DENSITY FOR BY -RIGHT PORTION OF GLENBROOK AT FOOTHILL: PHASE l: 10 SFD UNITS WITHIN 3.61 ACRES (BY -RIGHT R-6) PHASE III: 144 SFD/SFA UNITS WITHIN 19.94 ACRES (BY -RIGHT R-6) PHASE V. 35 SFA UNITS WITHIN 5.84 ACRES (BY -RIGHT R-61 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 307 BONUS INCREASE) 189 UNITS (177 UNITS + 6 AFFORDABLE UNITS & 6 MARKET RATE UNITS) TOTAL DENSITY PROVIDED: 6.431 DUA 189 DWELLING UNITS(INCLUDING 6 AFFORDABLE UNITS + 6 MARKET RATE UNITS) PROPOSED USE. PHASE //// (THIS PHASE) SINGLE FAMILY DETACHED UNITS = 20 UNITS SINGLE FAMILY ATTACHED UNITS = 100 UNITS MUL77-FAMILY APARTMENT UNITS = 24 UNITS, INCLUDING (6) AFFORDABLE UNITS NOTE: TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS, EXCEPT FOR THE (12) 1-BEDROOM RENTAL UNITS) OPEN SPACE.• TOTAL OPEN SPACE PROPOSED (PHASE III) = 6.05 AC (30.39) TOTAL OPEN SPACE REQUIRED (257) = 19.94 AC x 257 = 4.99 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0.41 ACRES OPEN SPACE B = 0.43 ACRES OPEN SPACE C = 0.22 ACRES OPEN SPACE D = 0.04 ACRES OPEN SPACE E = 0.08 ACRES OPEN SPACE F = 2.58 ACRES OPEN SPACE G (GREEN WAY) = 2.29 ACRES RECREATION AREA: TOTAL AREA PROVIDED: (OPEN SPACES A,B&C)=46,173 SF TOTAL AREA REQUIRED: 200 SF x 144 UNITS = 28,800 SF A TOT LOT AND OTHER RECREATIONAL AMENITIES ARE PROPOSED WITH THE DEVELOPMENT THE FINAL SITE PLAN WILL PROVIDE DETAILS ON THE DESIGN OF THE ACTIVE AND PASSIVE RECREATI0NAL AREAS FOR THE DEVELOPMENT. SEE SHEET 3 FOR DETAILS ON THE ACTIVE AND PASSIVE RECREAT70NAL AREAS. PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDIT70NS PLAN SHEET (SHEET 2) BUILDING HEIGHTS. • MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET NOTE: VILLA UNITS: 1-1/2 STORIES (MAX. HT.=25' & MAX. FOOTPRINT= 1665 SF) SFD UNITS. • 2 STORIES (MAX. HT.=30' & MAX. FOOTPRINT= 2,520 SF) TOWNHOUSE UNITS. • 3 STORIES (MAX. HT. = 35' & MAX. FOOTPRINT= 800 SF) MULTI -FAMILY. 3 STORIES (MAX. HT = 35' & MAX. FOOTPRINT= 5,544 SF) SETBACKS FRONT. MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM - 25' MAXIMUM SETBACK SIDE. • MINIMUM - 5 FEET UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM - NONE BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT. NONE TOPO & SURVEY. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007 GRADED AREAS WERE FIELD SURVEYED IN 2017 THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2020. OA7UM. NAD 83 EXISTING 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 SFD/SFA UNIT 120 UNITS x 2 SPACES = 240 SPACES 2. (2) PARKING SPACES REQUIRED FOR EACH 2-BEDROOM APT UNIT.• 12 UNITS x 2 SPACES = 24 SPACES J. (1.5) PARKING SPACES REQUIRED FOR EACH 1-BEDROOM APT UNIT 12 UNITS x 1.5 SPACES = 18 SPACES J. GUEST PARKING (1 SPACE / 4 SFA/MULTI-FAMILY UNITS): 124 UNITS x 1 SPACE/4 UNITS = 31 SPACES TOTAL REQUIRED PARKING: 313 SPACES I / I I I I iI I I I J I I I II SUB202100155 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA LOT LIT LOT LOT LOT LOT LOT - TOTAL PARKING PROVIDED: NOTES: 264 GARAGE/DRIVEWAY PARKING SPACES 27 OFF-STREET PARKING SPACES 1) THIS PROPERTY DOES NOT LIE M7H/N AN AGRICULTURAL AND/OR FORESTAL DISTRICT 25 ON -STREET PARKING SPACES 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. TOTAL PROVIDED: 316 SPACES 3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS BASED ON FEMA MAP NUMBERS NOTE.- ON -STREET PARKING SHALL BE PROVIDED ON ONE SIDE OF THE STREET WHERE INDICATED ON S17E PLAN. 5100JCO229D ADOPTED FEBRUARY 4, 2005. NO PARKING SIGNS WILL BE SHOWN ON THE FINAL SITE PLAN DESIGNATING AREAS FOR ON -STREET PARKING AND 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN WHERE THE ON -STREET PARKING IS PROHIBITED. ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS 5) 17E TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION PHASING: THIS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT, WHICH IS BEING DEVELOPED IN PHASES TOTAL, MANUAL, LOTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT INCLUDING PHASE 1, IIA, IIB, Ill, IV & V. PROPOSED 31 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 227 ADT (113.5 ENTER/113.5 EXIT) BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVES77GA77ON OF THE SITE AM PEAK RATE - 0.46 VPH PER DU = 14 VPH (3 EN7ER/11 EXIT) PM PEAK RATE - 0.56 VPH PER DU = 17 VPH (11 ENTER/6 EXIT) STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - EACH LOT SHALL PR07ECTION ORDINANCE HAVE AN INDIVIDUAL TRASH CONTAINER. RETAINING WALLS: A RETAINING WALL IS PROPOSED WITH THIS PLAN, SEE GRADING SHEETS. 7) THIS PROPERTY /S NOT LOCATED WITHIN A DAM INUNDATION ZONE. 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS LANDSCAPING REQUIREMENTS WITHIN SEC77ON 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER CROSSING LOT LINES REQUIRE AN EASEMENT 14. 9) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECT70N 4.2.1. OF THE ALBEMARLE COUNTY ZONING 10) SEE SHEETS 4 & 5 FOR THE LOCA77ON OF THE RETAINING WALLS WITHIN THE PHASE III ORDINANCE. DEVELOPMENT. 11) ROADWAYS AND PAVED CIRCULATION AREA = 148,990 SF. STREAM BUFFERS/FLOODPLAIN. THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON THE 12) THE PRIVATE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR SUBJECT PARCELS, PER FEMA MAPS 51003CO228D & 51003CO229D; FEBRUARY 4, 2005. STREAM BUFFER EXISTS, ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE AS SHOWN ON SHEET 2. MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. OFFSITE DISTURBANCE.- NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE TIE-IN CONNECT70N TO THE SANITARY SEWER WITHIN EXISTING UTILITY EASEMENT. S LOT4'I'_� LOTS �I LOi6 L 1 1 1 I T. /L \`\ LOT. LE: 1" = 10 11 LOTJ\ SFD LOT 76 SFD 11 1 � LOT 3 LOT SFD SFD I / FO LOTSFO i sco ,. .: .., ... � LOT], / LOT 77 / SFD / LOT 79 SF o / LOT7a SFD LOT 81 LOTS SFD LOT 83 LOTS SFD , LOT 83 SFD 0 SF LOT 85 SFA .\ LOT 88 \ /, SFA LOT 87 SFN / IPEN SPACE /LOT SFA 0.09 ACRES 1 ' I / I ON SEPTEMBER 28, 2021, THE ALBEMARLE COUNTY PLANNING COMMISSION APPROVED A REQUEST TO VARY THE PRIVATE STREET SIDEWALKS AND PLANTING STRIPS SUBJECT TO THE FOLLOWING CONDITIONS- 1. THE DESIGN OF THE SIDEWALK AND PLANTING STRIPS MUST BE IN ACCORD WITH THE PROVISIONS OF SEC77ON 14-422, WITH THE EXCEPTION OF THE 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 TITLED "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 S7REET MUST BE RECORDED WITH THE FINAL PLAT. IMPERVIOUS AREAS. Proposed Roadway 148,990 sf Proposed Sidewalk 39,200 sf Proposed Driveways 42,880 sf Proposed Residences 167,500 sf Proposed Emergency Access 4300 402,870 sf OVERALL ACREAGES TOTAL ACRES OF LOTS: 10.36 AC (51.99) TOTAL ACRES OF OPEN SPACE: 6.05 AC (30.39) TOTAL ACRES OF ROW 3.55 AC (17.89) SITE VICINITY MAP SCALE: 1" = 2000' ROADS LEGEND O EXIS77NG CULVERT O CULVERT Q DROP INLET & STRUCTURE NO. CURB a CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH L'ICKINGHO, BASIN •„_•„ EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS T EXIS71NG CONTOUR zoo PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVA77ON FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 1A PROFFERS 2 EXISTING CONDITIONS 3 OVERALL LAYOUT PLAN 4 LAYOUT PLAN 5 LAYOUT PLAN 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 NOTES & DETAILS 10A NOTES & DETAILS 11 ROAD PROFILES 12 ROAD PROFILES 13 ROAD PROFILES 14 SANITARY SEWER PROFILES 15 SANITARY SEWER PROFILES 16 STORM SEWER PROFILES 17 STORM SEWER PROFILES 18 DRAINAGE MAP 19 DRAINAGE CALCULATIONS 20 LANDSCAPING PLAN 21 LANDSCAPING PLAN 22 SIGHT DISTANCE PROFILES 23 SIGHT DISTANCE PROFILES 25 TOTAL SHEETS GENERAL BUILDING DEPARTMENT NOTES.• 1. 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 FIXTURES 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. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. SCOTT/R. (15'LLINS�Z Lic. No. 035791 � po�IONAT, 2/13/21�� E. 1 J 1 � I m I � L Z z O F a Z . F�1 U w 0 g i 1 �..� z o_ J I r / W a oce z LL 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 NOTE: COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. ., w N N M M Ch N o .+ z J G N J �M i--i l' J N W O N Q W J J C z LU IL W W Z J i--i I --I 010 U (w W 1 W Y = 0 LU U) UlU) U) J LU LU 0 U) 0 LL JLU (Y J Q 0 0 ® CD p N � z W rrJnn V JOB NO. 112066 SCALE S SHOWN 1 W PROFFER STATEMENT FOOTHTLT S CROSSING Date: February 6, 2017 ZMA #: 2016-05 Tax Map Parcel #: 056A2-01-00-06200, 05600-00-00-057CO, 05600-00-00457B2, 056A2-01- 00-06100, and 056KO-00-00-000A2 (the "Property') Owner(s) of Record: Route 240 Hoklings, LLC; Edmund j. Daily, Christopher Daily & Cynthia Daily DiCamo; Route 240, LLC; and Foothills Crossing, INC. Rezone parcel 056A2-01-00-06200 totaling approximately 113 acres from R2 Residential (R2) to R6 Residential (R6), and rezone three parcels (05600-WOO-57CO, 05600-00-00-057B2, and 056KO-00- 00-000A2) totaling approximately 32.56 acres from RI Residential (Rl) to R6, and a portion of parcel 056A2-01-00-6100, containing 3.24 acres from Light Industrial (Ll) to R6. Total land Area: 37,93 acres Pursuant to Sections 33.4 and 33.7 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed herein below which shall be applied to Foothills Crossing (hereinafter the "Property') if the Zoning Map Amendment (hereinafter the "ZMA') is approved by the County of Albemarle (the "County'). These conditions are proffered as a part of the requested ZMA and it is agreed that: (1) the ZMA itself gives rise to the need for the conditions, and (2) such mnditions have a reasonable relation to the rezoning requested. The term "Owner" as referenced herein shall mean the owner(s) of record and successors in interest of Pamela 056A2-01-00-06200, 05600-00-00-057CO, 05600-00-00-057B2, 056KO-00-00-000A2, and a portion of 056A2 01-00-06100. The Application Plan shall refer to that certain Application Plan prepared by Collins Engineering February 16, 2016last revised January 3, 2017 (the "Application Plan'). Future development of the Property shall be in general accord with the Application Plan. To be in general accord with the Application Plan, the development and use shall reflect the major elements shown on the Application Plan and listed below, as determined the Director of Planning or his designee: a) Streets shall be interconnected, except where described in Note 13 of the Application Plan. b) There shall be a mixture of housing types and maximum number of units as described in building type and density in the General Notes section of the Application Plan. c) Buildings shall be oriented towards public streets as described in Note 9 of the Application Plan. A strip of open space shall be provided along the Eastern Avenue Connector Road and Park Ridge Street, where necessary, to provide additional landscape buffeting 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 For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and stare that the requirements of this paragraph 613(2) have been satisfied. (3) RRcporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -comsat Owner shall provide to the Albemarle County Housing Office a copy of the rental m lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or Iease agreement In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash. in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (158/6) of the total number of Units, the Owner has the option to nuke a cash mnmbution to Albemarle County fax the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer') for each such unit The total cash contribution due to Albemarle County as noted above shall be based on the total number of affordable units built in the Project 7. Cost 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') for masonry walls in the Mid -Atlantic. The annual adjustment shall be made by multiplying the proffered ash contribution amount due for the preceding year by a faction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MCI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change.'). By way of example, the firxt annual adjustment shall be Seven Thousand Three Hundred and Thirty Three Dollars and Eighteen Cents ($7,333.18) x 2018 MSI/2017 MSL Each annual adjustment shall be based on the amount of the proffered cash contribution due for the immediately preceding year based on the formula contained in this Proffer 7 (the amount derived from such formula shall be refered to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the ash contribution amount paid by the Owner be less than Seven Thousand Three Hundred and Thirty Three Dollars and Eighteen Cents ($7,333.18) per single family detached dwelling unit and Five Thousand Four Hundred and Forty Seven Dollars and Fifty Seven Cents ($5,447.57) per single family attached dwelling unit and Seven Thousand Four Hundred and Nineteen Dollars and Ninety One Cents ($7,419.91) per multifamily dwelling unit under Proffer 5 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) per affordable dwelling unit under Proffer 6 (the "Mnimum Cash Contribution'). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Mmimttm Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. Page 5 of 8 d) The Greenway trail system shall include a connection to this phase of the Foothill Crossings Neighborhood and a connection to Crozet Park The headings of the proffers and conditions set forth below have been prepared for convenience or reference only and shall not control or affect the meaning or be taken as an interpretation of any provisions of the proffers. 1. Park Ridsre Street Road Construction and Dedication The Cromer shall cause to be constructed a two lane road in the general location of the toad identified as Park Ridge Street ("Park Ridge') on the Application Plan. Park Ridge will be an "avenue section" in design, with bike lanes, parking, sidewalks, street trees, and curb and gutter. Park Ridge shall be constructed, bonded and ready to be recommended by the Albemade County Board of Supervisors for acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed') prior to issuance of the tenth (10th) certificate of occupancy (herein after "CO') within the Property. Once the Owner completes Park Ridge and within sixty (60) days after the written request of the County, the Owner shall dediate Park Ridge as a public road. 2. Easlem Avenue Connector Road Construction and Dedication. The Owner shall cause to be constructed a two lane road in the general location of the toad identified as Eastern Avenue Connector Roadway ("Eastern Avenue') on the Application Plan. Eastern Avenue will be an "avenue section' in design, with bike lanes, parking, sidewalks, street trees, and curb and gutter. Eastern Avenue shall be constructed, bonded and ready to be recomme tided by the Albemarle County Board of Supervisors fox acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed') prior to issuance of the fiftieth (50�) 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 toad. 3, Greenwav Trails. A. Construction and Dedication of Gtemmy Trails A primitive !rail network, consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway. The installation of the trail shall not preclude the future conversion, by others, of the tend to Class A - paved trail standards. The general location of the trail network is shown on the Application Plan, however exact trail locations shall be determined based on site conditions. Installation of the trail network shall be completed prior to issuance of approval of the truth (10th) CO for a single family dwelling within the Project Upon the request of the County, but not prior to the issuance of the tenth (106) CO within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such essement, the Owner may dedicate portions of the Greenway by easement concutrendy with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of Page 2 of 8 8. Credit For In -]find Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contrbutions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would have been it total Cash Contribution equal to the value ofi i) Eastern Avenue, and related improvements to be completed by Owner, h) the Pedestrian Tunnel and lit) the Greenway Trail improvements, (collectively referred to as the "In -kind Contribution'). The In -Kind Contribution shall be One Million Two Hundred Thousand Dollars ($1,200,000.00). The In -kind Contribution reflects the value of the improvements that the Owner has committed to make pursuant to these proffers that are for the benefit of the public The Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying the aforementioned credits for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Coumbution may not be applied for any other project or development Page 6 of 8 access for utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. B. Bike and Pedestrian Tunnel Pursuant to approval by VDOT and the County, the Owner shall construct a bike and pedestrian tunnel (herein after the "Pedestrian Tunnel') along the trail network as it passes undemcath Eastern Avenue. The Tunnel design shall be submitted for review with the roadway plans for Eastern Avenue. Installation of the Tunnel shall be completed prior to issuance of approval of the tenth (10th) CO for a single family dwelling within the Project. 4. Community Civic Space. The Owner shall provide not less than 20,000 square feet of land within the Project for a Civic Space in the general location identified ca the Application Plan. The Civic Space shall be substantially completed prior to the issuance of approval of the tenth (106) CO within the Project. Parks and Civic Spaces shall be conveyed to, and maintained by the Owner's Association. The Owner shall pay the cost of subdividing and conveying the Parks and Civic Spaces to the Owner's Association. S. Cash Proffer for Capital Improvements Projects. The Owner shall contribute rash on a per "market -ate" dwelling unit basis in excess of the number of units that ere allowed by right under the zoning in existence at the time of this zoning amendment for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, .ie--, schools, poblic safety, h'htaries, parks anti transportation. For the pasrlwses 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 ate" unit is any single-family detached unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 6. The cash contributions shag be Seven Thousand Three Hundred Thirty Three Dollars and Eighteen Cents ($7,333.18) for each single family detached dwelling unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 6. In other words, the cash contribution fat market ate single family units shall begin after a building permit for the 35th market ate single family unit is issued and prior to the Owner obtaining a budding pemdt for the 36th market ate single family unit The ash contributions shall be Five Thousand Four Hundred Forty Seven Dollars and Fifty Seven Cents ($5,447.57) for each single family attached dwelling unit, other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 6. The crib contributions shall be Seven Thousand Four Hundred Nineteen Dollars and Ninety One Cents ($7,419.91) for each multifamily dwelling utdt, other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 6. Page 3 of 8 The undersigned Owner(s) hereby proffer that the use and development of the Property shall be in confemance with the proffers and conditions herein above, and these proffers shall supersede all other proffers and conditions made prior hereto. Ibis Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument WITNESS the following signature: OWNERS of Tax Map Pmml 05600-00-00-057B2: By. By: By: L DAILY DICANIO Date: —(.e 4 2017- OWNER of Tax Map Parcel 05600-00-00-057LV & 056A2-01-00-06200: ROUTE 240 HOLDINGS, LLC, a Virginia limited liability company By: 0& ALAN TAYLOR, . A-V'11" r l v-S O Date Fe-6 S h 200 Page 7 of 8 & Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number residential units constructed on the Property. For example, if one hundred (100) total units are constructed in the Project, fifteen (15) units, or their equivalent, are required to satisfy this Proffer 6. The Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, or through cash contributions, as more particularly described in sections 6A, 613 and 6C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units,(defined below) shall be approved by the Albemarle County Housing Office or its designee. "For -Sale Affordable Housing Units" shall be dwelling units offered for sale at no more than sixty fire percent (65a/n) of Virginia Housing and Development Authority's ("VHDA') maximum sales price for first time bcxn -buyer program. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequa&fy an eligible purchaser For -Sale Affordable housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall he available for sale. This notice shall not be given mom than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may, then have thirty (30) days within which to provide i qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the tight to sell the smit(s) without any restriction m sales price or income of the purchaser(s). B. Far -Rent Affordable Houskg Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this proffer 4 ("For -Rent Affordable Housing Unit')shad not exceed the then -current and applicable maximum net rent ate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this proffer 6B, the tern "net rent" means that the rent does not include tenant -paid utilities. The requirement that the ants for such for - rents for such For -Rent Affordable Housing Units may not exceed the maximum rend established in this paragraph 6B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each Fur -Rent Affordable Housing Unit; or until the units are sold as low or moderate cost units qualifying as such umdet either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes fiat (the "Affordable Term'). (2) Conveyance of Interest All deeds conveying any interest in the Fox -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this subparagraph (2). In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and fill disclosure of the restrictions and Page 4 of S SCOTT/R. Cn?LLINSZ Lic. No. 035791 a p 09/13/21 � J V/ Z Z O O� U H U w u Z O W w LU/ 0 I. n 7 J J 0 J m rn H rn Z 5 D 06 0 J Q z LL C6 N c� t N O N N w J J_ U) LU 0 J Q U Y w D LU LU LU !Q CD CD V N z J 1� 06 0 LL J Q z H� LL I Hi H� Hi ,�.0 V 1 2 ,� V I 2 0 0 LL Q 0 0 LU ce J G w Ln UJ LL 0 V e! _ CL (n JOB NO. 112066 SCALE N/A SHEET NO. sA no -- ----- � / - - - --_ --- \ \ I 1 � ,'!'.-.I \-C. ." \ I I I 1 ----------THREENOTCH'D - ---v / _ _ _ - - - _I� 1� 1 A I I� AI �1;1 � -- I. - - - A% a I 1 v / ��I / v ,� \\ ROAD -ROUTE \ �� / - - - - - - --- 1 1 t -I• •1• %I: �. 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A v a OR WAL HS G NT DUN S89°14'S6"VY A I A I \ A, o / / / -,A•,� -� F ', �,A \-, A � A � / (� � O ,F L MAN 1 V v R=530.50' / / 1 F,% I.'.'. `.'.'.'. A / ' �I/ \ \ v / A`, C\ - Z 0.$030 AC S /JA BM 189.33' \---_ \ \ v v s� A-•/ A_ / / ° X _ \. �� ZONING: R RE D / \ f \ \ w Q � MA f 1 \ t.'.'L'.'.'- \ v v v W / v_ / / I •: \t! A v I q.B. 2825 P . 476 / / 0.21 0 AC E v \ \I \\ 674- - - \ "N \� \ v ' / / I • ` \�..- \V • \- A \ \ ` � dS Q / // ZO ING: -g ` I \ \ \ \ & / \y C .-.�./ - \ t - -LL-'1 , O / F ,CHRJnH� / dB.I6 57PGt1 \� v II �\ \ v v ��� 396.92' vvv � �� v `v /�- ,,� / � // - OWNER: C000 TY OFA BEMAFI�EC/O -...'- .,1:* \�\.''��\�.'�\.'-'.��-,v X�L..... r W � � m pL W J / FOX, CARI3�IOPHER I' V A / _ / & '533 I A I A V v v v v. / V v v v / - I \ - - FINAN ADMINISTRATIpN RM 14 .1 ,I • , . V. .'1 . -\y / - / Q a 0.2030 ACRES A! A / _' _ / / n \ \ \ \ \ \ \ _/� / ACREAGE:2.19AG \ _ < •\- '•�'•'-'- / / z w ZO ING. 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SAN. � v vv / / - / i / / / / � / / // .. ��� " /� max`- I I I V I V vV �\ 4-,SWRTOBE vv - // / �/ �' / 1 // / / / �.s ����� I I I \ REMOVED \ \ // �- --- / I / / �!. / / --_ '\ - I 1 1 � \ \ ,\ R=469.50' - - _/ \ \ \ / / - ' /' I - ' -_-�- �/ ,`j - �/ / - °\ \�J I \ \\ \ \\\ \\ / \\ L=13.73-- --_ \\\ \-//// ^\-/' // -I --- / / I . -C.. _ .<- �. \ -- / ��\ \ i \ / \S's / ----- - \\ �e -- -- ---' \ /- _ -- / ® 20- ROW TO BE VACATED � \\ /// �� \ \\ i/ \ l `\\ `-' n s' � / EXISTIN TREELINE _ / Il �� :• �:':` \ / w 4 \ / \ D.B. 227, PG, 380 •;-;•; -;• ' �� \ \ I - s1s- \ D.B. 322, PG. 544 PLAT \ / . /_----- I "M \ \ � \ \ / �'✓'-- ,\ i �- / - i \ ( \ \ .'.-.': .•...'.".ter.' I' // \ I ^ ` \ - \ \ \ TMP: 05600-00-00-057DO \ // /' \ \ \ S83°3T00"E 212.43' _ _ _ _ _- S89°53'07"E 366-76' - - - - - - - - S89°44'59"E 193.12' \ \ - - :� - /' / \ I WI � \ \ QWNER: GLENBROOK, LLC / 6;2. ' i - - 6.59' \ \ ------ _ _ - - .�. \\. . .�.y..! . .� -_� w N N I I \ \ ACR€A 9.72AC / / _' /-- W t%..� � „i-" H- m m / \ I �I \ \\ \ ZONING: R=6 RESI�NTIAL ,�/ / °\ \\\ems__ // I (- - _ - \ `- .'.•. `. -.'. -.'.'.-.'.-.'.-.'.'. •. `- >'�.'.' _ .'.'.'.-: ; * .` ' O rn N I INI - l / \`VIN\ PARK RIDE DRIVE �- - �"=- .-.-.-.' '. 'r. / o / \ \ D.B./PG.: 5039/66 \ / • •-"` • + , �/v / I �Z \ USE: RESIDENTIAL \ I DB. 5075, 664 // 1 I I \I 1 \ \���\ - / 97.31' R=295.56' \ \ , ''s ., .•-'. ��154-r- I I \ i' �\ \ \ -----_ - {>16 L=155.56'\ \\ \ ^ \ ,1 ,. \ r.- .-.-.ice--�.+-.r.'y'..-��r .�'.. %---SEA- OT- /^ 1 I I I \\ \� \\ ---EX. 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I \ co / / / \ <� - -- - \ _ I -- - _ "�_ 6e� REMOVED AND REPLACED i / / \ \ (9 L=16.54' , 1r / , LOT 73® /� p ® ` = • -666 - \ \ °\• - / , I / r 6, / _ _SFD , \ A \ ' - - _ s -6s8s v N / / I \ I I EX.ACLSASANITARYSEWER /t / / - ' l / l r / LSFD4 \ \ / \ L / OP//SPACI= I 4 / I \ I IN 20' ACSA SANITARY ESMT \ aQ0' STREAM ! / / \; > / ,6 Q CC 4 cp 6X \ I -LOT 72 V \ F / \ t -/ A BUF�R �-/ NOTE: ALL SEWER MAINS AND / / i\ i I / `O <f/ Q� / ' i 't /' ', ' SFD' v A i / v�' A I \ e I D.B. 1997, -2 56 - r V h Q 'o / ,/ / / \< ® \,( , REZONING LINE v / A s�LL• I.7.'. I M / \ _ __PG - - I / MANHOLES UPSTREAM OF / / / r ! \ r I / / � Q \ > 01 I / -----P I_ - �\`r-�\ Cv / 1\ \ / o Q / ;N/ ii / �/ \ \ \ / \ \, ; 1 /, y • ea..)s\AcR s` I -t - _ _ _ _ _ , EX-MH-Foothill-10-1 SHALL BE // oo / Ugh In' , . {/ / v v EXISTING LOT LINE ------ R D / \ y\ \ LOT 132 / // I I - . --- - _ EMOVE / ,I �\ l O �. IL o (`� 11 l /� \\ / \\® ® 1 \ /' �'f' -• °�.4 / / - ' \ / C / n / , \ '.\ LOT 67 , (•v ,� / -'- /' N / I I ice' - 1 -_ 664,\ ' 1 / ` h '/ / / ® / \\ , \ SFD , abs s . \\ SFA 1--� CD _ '056A2-04-00-0 OAO 11 i - - _ _ -, - - 20' ACSA SANITARY \ / , / 1 1 / / O - QQm //J 7/ / LOT 75 / r \ \ \\ I �• • - , \ \ m'sw,raer --'�-_ --, � _-SEWER EASEMENT i / l l / / N l ,/ /// / SFD/ / _ LOT 71 \ \ \ \ / �aN,' (lcl ,\�\ \ \ 33 0i HOMED RS �' Y - 0.8,99IV.235 ��� � ---- DB.5075, PG.664 � \ / / / / I O 7 \ e ..•'._ O ' \, N OWNEIT IDEV LAGE �---I _ �� sc�ax cnscucr.* � ---_ ___ l J r l l l n r l •s -�_ ___ EX MH PSV OS-1 �� _ - / A / -, /° /,/ / / - SFD I 1 \ r s �A \ �OFA e I '�- --� �� _.6�-' \�- �� ` -- - / r , l V, N % 1'l I I r I r LOT 0 \ ® �' \ \ .: 0 �j ,.•)a. SFA / N ASSOCIATION, INC� '- ---- -- ---- r l l l/ l it 1 1 I l "•, 1 L \ i' _ - r r l l/ ' A SFD I V LOT 68 / A 0, a / . . - -1 -- r N ; / , - - - -1- - / ,,�, A.V - to , \. ` A '"LOT 134 ACREAGE: 5.69AC / I • . • •�- . `•jam`. - EX-MH-FODthIII101 `-- _- -- - _ , r , A / / A SFD / '.r` \ LOT _ A _ ZONING: R-6-R€SIDENTIAL 1 '.'. _ _ TO REMAIN --__\ I /- r � r / I \ / , / I \ ,/ _. D.B./PG.: //3205/626 /' I t-I .':`-.-•r : :r'4"��. �\_ -��\ ��___/�\\ ' i \ / _ i /)l % I ® I ,\e\ / ' /' / 1-'\ .�i NOTES: USE: / OPEN SPACE FOR THE �' '. `.-LL',•.'�!''�'.'„�_,'�e.� \ EX MH PSV OS-16 �\\\ /\ \--658/ / �% i // /' I LOT 76 \ m �- / , PAF,2KS1D!<. vILLAGE� "` ''� ' / ' ' I \ _ , ®I 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED . .`.i.`.'�. . .��\.�:. `\ \ \\�---' \�----'' / SFD 1 \ �_ \ / LOT;69 / _ s ,� LLI / I I .'.'. � '.'....'./...' _.' .'.. / I v , ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. J NEIGHBORHOOD /.`. ---., .''. .'.'. ! \ \ r / r r I 6 \ -i- . . �*-, . ... . t . . . \ _ / 1 r ! 1 SFD �• - • sss°srtl°E 5as.a5' - i _ !I q� / \ 6 _ / 2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & - �I '^ N89°5""1"W 108.79' �`--• - � -�--+•• "1 \ I' ---- PORTION OF EXISTING / ' ;'/ GLEN ROOK ATF09THILLS / - v... . :::: • • . � . - • / - - / / GFYf \ ^° GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE \ \ \\ NO2°N#48`.•� .' I I • ' `\- b - \ \ / / � - - - _ - _ _ SANITARY SEWER , , ! , �j , , PHASE{ I - BY -RI, SECkTION _ '%^ / ` \ _ \ r / , l l / / , / N89° 51' 11"W /r l - -. \ -,. . _ _ / \ \ - / L \ EXISTING TREE AREA , \ \ / //- _- --- EASEMENT TO BE VACATED\ \ I/ l , % / ; w' / \ INFORMATION IS PROVIDED BY ROUDABUSH, GALE &ASSOCIATES. VJ .;INCLUDESAMIXTURE.-. ''��• \ 1� / / / / / -- --- .. \ , / / / / � r / 57.38' ,/ \ i r \\ \\ \ \ 1 I - . . \'. \ I I I l // -- - ; ' . • , \ `I 1 I ,// , , / / , ' / , / I j %i / �\ LOT 7i\ \ `Ol // - ' \ - - - OF EVERGREEN AND \ / / �kI TOPOGRAPHY HAS BEEN FIELD VERIFIED IN DECEMBER 2020 W \ \ \ \ / I l'.'.' \ 1 \ I - - .I$T. �I Sc. �- • I'. I / r o / / / / / / / / / , /, / SFD \ \ \ , _ . r DECIDOUS TREES \`. \ \ I I 1 \ I \ \ �--�,-7A RQy I - - � � 1 1 I I I Y 1 ' l / l / rC / / / `/-\ \ ;\ 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. I �I \. 1 �...,. \ \c' - 'l- •I I I I I , . l r ® /a �OT-78 1 / \,, \ \ \ � - i, -.`. `.• .'\.'1-'' \ \ \i \ \ \• - -'WP 2D1Z-' d•. I' 1 r l �$' l l , l / ✓ _ \ -- I I ,V., ` ` :\\•`,\'` ` ` , \ \ . \••,�• •_ • C k I , l Y l l n" rl , // , / �\�� \ sFD��_/ LOT79 \ �'• �- -:., THE MANAGED STEEP SLOPE SLABELED Lu \\ - -1------------ u'�I'% .`.((..\..I.......\�- \ \\ \ %\\ \\ \ `' r ,'.<.\C.. `..7.J.'1111 ,�l�l' 11 / l y l / / \ ,_� ,-616__ / / \ 4. 100'WPOSTREAMBUFFERISSHOWN. THE100'WPOSTREAM \ \ - I I I �. .'.'1'.C.'1".' . \.'m+. \ \ \!\i\ \\ \ '.T\ \•�\', ;LL•.•C.'\'�\ �. d.j.11 l / lil l "/' l / l l l r/l i / 20'ACSA WATER / / / \� \. '��_� SFD- \ \ O \ - _ -- /° . • • • •-•I,• 1•`•,: • . -. \ \\i \ LL `, P / / / �•� \ - ® \ BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM.01-1 \ \\\ _ I_ --_ -��_ -_ \- -'\ �-\•---:� \\ \i\\\ \ \ \\• \' r l / l / /EASEMENT , / � ® LOT80 \ .672-/ J \ - I I - -\ \ - - 1 I • \•)'• \\ �� \ \ \\ \- . •'. •. .\.'' 1 \,.' i / / l � r./ l l l l 11 �� ' - �'� ' \ " THE STREAM WAS LOCATED BY ROUDABUSH, GALE &ASSOCIATES. Q \ \ I I - -f-��-..--�� �`?, `Sc.l.".`*";;I..�:.%I .`.. `\'.° \ \\ ^\\\ \\ tt�.>`.<.'.'..�.-,l+\•C. ••// ///'h'//// ' // / / j / / / / / DB.50 G.664 / /, ��,r'- \ SFD \\ \1. �� �\ \ \ C \ ----" I �� \ \": 'I'+�L:.:I. ry'�'!�.:r. \'.'.'. 1,-.`.: \ \\ \ \\\ \\ .'\�.\ \-' •CF / // // •/ i l l l ,// % � / l r N6 _ �. _ ® \ / I - / \ \ \� \ I %��i - "r:, ..r - t- \' t`.•.`.•\'�. \ \ \\ \\ ,•\ F \.'J.' y' %�'/// /d/� r /l l l i / i r l e43, �_`\•\, _ \ ' ,, �� - \ '` \' / 75 P \ J i�ii ��\ .,. l .. 1 �'.�` ( �`. \ {•. o . \ \ \ \ \ \ \ .�. `\` �'✓-/f',/' L / l r - l / r , l I , B> __ \ : k - / Cs L \ .`.\ b`�" U \ \ „' '- _I - �- \ °! - I .LL.I h.LL.LL•\- - l:'\•:':• '`':' \\ a \\ \ \ \ \\ �Z•\•�'f• / •// ,L-7/// / /�w{�/ / � -/ /' / / /r �/ it � / I / 24 '�'� _ \ ,� .7. LL i --W. \ I I�. /�� C Fi ♦\ \ -\LL \ -_-ice / .1 \ \ \ 1 /. . \ . . \. . \ \ \ \\ \• 1 P / -1 Y \ \ r i r \ \. - ® O, ti . ., 6 30 fi0 \ 120 \ / C' 240 I\ i T 1 \ /' a j� /�---' ` �\\ \ \\\ „_ 1// t '\\'.' \\LL.:.'�\`.0 'i. ��, s, \\\ \\ \\\\ \ ••%.\.-�`lF i. //`..%•i l/ / /l /lr/ ` � \I \ r/l i /Il i I)' \\\ ;\•� A LOT 81 �hD` / . i�. ail \ \♦ '\\'C. `. :: /4 ��ww �' �5-/. �- \\ , \ I I / . . `. \ �. . . . \ . \ \ \ PORTION OF EXISTING / / / 1 I\ / / i, \ c Y i /`/ 1 --k \ \ 1', 1 .\.'.-. \ .%,` '.-.- `- �♦\\ SANITARY SEWER TO BE / j / {/ i� , / i 1 i �_ SFD-67a•T�0 // .LLi J. l yy K V A i - -_-- A V.q� �I .A. .A. .'.A v / i l r l /� , A S) vv , \ / v �. .V L.L. c_ -�_ _/: \\ \ /.. 1 I \ �.-.•.".�.-. .�-.•.-.`. \\ \ \\ \REMOVED AND REPLACED' // ///// / 1 / / / / '_� \ N29°28' "E v\ \ / �\ J/ ../�- -'•OPEN. P'AC \ �)�J:, I L T\1 7 1-.�\ / / \ \ \ (� 1\ \ \ . t `.' �. - \ / / / ! // -_� / / \ EXISTING TREE AREA s.e>I' \ I O, .. /.� . ,A. . \ -N FEET OFA \ ♦\ \. \\ �� /'/ / -. \ \ ( h ', .\.'.'.'. �'. \ \ \ \ • \.. / / /e / '� m / -\\ A.Q RESL.-. L'. ?` / \ ./ . ` �. \ \\ \ \ . r /l , /' l \ INCLUDESAMIXTURE.� ® v/�U 'y.'F'-'.'.'.'.'.' / --6Q ft. \ ♦ \ i0 - -�- 500 - / - \ \ \ \ \ 1 I\ / -.. . . .\• . .\ \\.`m.\ \ \\ \ \ // /// //1, lr I 1 / / \ 20'ACSASANITARY I ''L`.J. `.-.--•.-.`.-.'- . 1 . v-.` I �_ ♦\`.-�\,"'/a/'FRw, PHILIP M - - \ I _OF EVERGREEN AND y LOT 82 I O Q/_ // /' _,. , \ \ 11 \ \\\ , �'.�'.\..\\'. \ \ \\`\//l/// / Ex. 20'EMERGENCY I ' l / \ SEWER EASEMENT i \ °.-/ .. .�. .,. `.'l.i\ ♦ - ar .. may- OR JENNIFE -i / _ \ \ \ I \ \ \ EXISTING '.`\`-'•`:` ` \l .' \ \ \\ \\ \\ \\ '' // / /; P ACCESS ROAD I \/ / \ / DECIDOUS TREES I �\ SFD I '±No. Parcel ID Owner Tot21 Acres D.B., Pg. ZOning / \ \ - -�ul \\-,'"-, \ \ \ \\/// / \ DB.5075,PG.664 \ / I \ .. / 0.2390 ACRES - \ \\ \ CREEK -- - \ -- • \ � _ - l EASEMENT \ l'. / \ \ I }♦: r Z9N NG R-6 R IDeanAL \ \ \ \' \\ \ / - � \ 3oa' 1 \ 1 OS6A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JR TRUST U/A DTD 0.110 4122/202 R-6 ui / \ \ I DB 5420 PG 586 \ - _ - D.B.2229 PG. 29 - l _ _i \ \ \ \ - - \ \ _ - - If\ ' I \ \\ \ / / -- -- - - -- - \ \=13s.a5' / / \ 1 2 056A2040006900 PETERSON, DANIELLE ROSEANN OR DAVID LEE 0.040 4601(137 R-6 y 4 USE: RE-51 L � / / _ _ \ / / I\ \• \� \ \ ��\� _ ' q Y 11 � \\ \ \ / ' _ _ - EXISTING BOUNDARY OF \\ j I // ® j , 3 056A2040007000 KING, JACOB MARK & MARIE EVA MADELEINE 0.040 5002/130 R-6 z w ;;�/ ; /� -, �> - \ \ 11 c \ °°° ;- \ � T (\ \ "\ \ \ /, j _ - JREZONINGAREA (ESTABLISHING, / LOT 4 056A2040007100 DILLARD, WILLIAM H 0.114 3020/075 R-6 ° _ \ / \ \ "': '- \ \, „-\- �_ \ \ / _------ THE BY -RIGHT R-6 SECTION OF / , oSSAz-oa-0000a�--�----- / ,_� \ /\\�\ \ \ \ \ \�\ \ \`.`.` ---% `•\' --_- -_�- _ ,/ � pORTIONOFEXISTING20' /' / / \ SFD 5 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 U) I �/ SULLIVAN,JAMEL& �-- / --- /� \ \ \ \ ♦ \ •,t,%%-:%%-, ,>\ \ - ' �� I I ! _ / GLENBROOKvs.THEREZONED / / / / \ / ( \\ \ \ \'.-\.\.`.' \ i Y ;, \ - / EMERGENCY ACCESS ROAD ' / 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2 J SSOADGA D /_�/i / �\ \ `\ \\ \ ♦` \•-Z-•"`-`•-�• ` < �\ \\ I�1-r_. \ r •\ R-6 PORTION WITH PROFFERS / \ 1.�I 1 I \ \ � \ , \ `1 �.' EX MH \ , \ , ,, h TO BE RELOCATED WITH THIS I / / / / �, 7 056A2010006500 COLLINS, MARTN B 1.000 371/553 R-2 -I--'.1990 ACRES / �_� /I 1 \ \ \ \ \\\ .\...\ \ \ \\ °% , - / / / / ' ---, \ \ \ \ \ \\ �� \ . , V•05-1$`• • • • \ \ \ \ �\ T--� \� PHASE OF DEVELOPMENT / / / / / ® 676 I ONING:R-6RHADE IAL __ -_ \ \ \ \\ \ \\ \ \ •.�.- \ \ \ \ \ \ \ _ - -- / / 1 8 056A2010006600 FLANAGAN, ROBERTMICHAEL 1.050 970/668 R-2 I .B. 5344 PG.808 h \\ \ \ \ \\\\ `\ \\ \ .C.'.:.%%::.. \ \\ \\ \\ I\I EXISTING SANITARY `- _ ____ _ - I / / / / / LOT 84 \ / I W / �` `\\ w \ \ . \`. \ \\, / / / \ SFD / 1 9 056A20100067B0 FLANAGAN, ROBERTMICHAEL 0.500 3678/232 R-2 Of L_ rIA \ \ \ �\ \\�� ` \ \ < > \ \ \ SEWER TO REMAIN - I / / // 10 056K1000006600 AARON,PETER&LESLIESCHNEIDER 0.150 5286/548 R-6 , \ n�// .f �av '&cq.�„/' -- y� _ \ \ \ \ \ \ \ \ \ .\. . .'.'.'.'1(: \ \ \ \ - \ \ TMP[ --- 05600-00-00-057B)--- _. I / / / GLENBROOKA�OOTH ILLS / 0- sAz-o4 000a - T =' \ \ \ \ �\ \` �� \\\ \ ' \ ••.. F)• "'• \\ \\ \\N \ Y \ \ \ '-OWNER: GL�NIBROOK; CLC \ � // ' PHASE I- REZONEhSECTION / / 11 056K1000006700 EGGC LLC 0.130 5359/29 R-6 Q I JONES, MIN MARTM' / - \ \ \ \ \ \ \. \ \ \� \\ \ \ ..\. . ' . , \-'-'• EX. 20' SANITARY \ 1 \\ \\ \ \ \ I \ / / / I I - _ \ \ \ \ \ \ \ F \. I AGREAGE�.32AC \ / 12 056K1000006800 BALTZ, BENJAMIN MICHAEL 0.120 5460/531 R-6 Ur OR"SARA BE H \ \ \ \ \ \ " \- • - \ SEWER EASEMENT \ \ \ \ \ \ I / \ I f'j6 / -Y- 0.212oncR j a - - T - J - ` \ \ \ \\\ \ \\ \ \ \ \ \ - \ \ '-♦� -- - \:- De 1997 PG 235. \ \ \ � ZONING: R-6-RESIDENTIAL- - 1 / / � \ ® - ` / 13 056K1000006900 GLENBROOK LLC 0.110 5075/664 R-6 a \ \ \ \ \ \ \ ,. \ .� . 7 "\ ,\ \ \ \ ` \ D:B:/PG.: 5039/75 \ \ / / I \ _ LQT-85- - - - , - / 7 I zoNING: - rtESIDENnA�/ o \ \ \ \� \\ \ \. 4' ` ' ` `\ \ I I\ - \� I SFA 14 056K1000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 5347/44'1 R-6 C� I I D.B,aas4P 9 / 2 \ \ \\ \ , \\ I . {'.-.'."�.'.-. \ \Y\ \ \ \ \ USE: -SINGLE FAMILY RESID IAL I I \ / • / / C) 1 \ \ \ \ _ \- \ \ - - \ \ - 15 OS6K1000007100 DUNN, CATHERINE S & TYLER C DUNN 0.160 5457/729 R-6 N 1 / IAL - /� /' \\ : \ \ \ \ \ \ \ \ X• i\ i \ \ \ \ / / / I i / --LOT ��_� \ \ \ . , \\ \ \\ `\ I // / ♦ \ \ ® � / / - - 16 056K1000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 5398/250 R-6 I �0 � /- / -�-� \ I \ \\ \ \ \ \ \ \ \ \ \ . . . . ..\. \ \ , i , .\ \ \ \ \ \� 1 / / l / bfO / �\ \ / / _ I--t-___ - I \ \ \ \ \ \\ .\`, \ / \\ \ LOT86 / / - 17 056K1000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 5404/001 R-6 o C2-04-00-00200 - I \ \ \ \ a\ .•:•.•\•:• \ \ EX. STORM DRAINAGE \ BENCHMARK: / ° \ / / /--- - 1 \ \ \ \ \\ \ o \. �' ' EASEMENT \ \ / / / / / d I B B -E' --- \ I \ � � \ \\ \ \ \ \-.• - \ \\\ SFA e1 / ' 18 056K1000007400 GOINS, TYLER A & TAYLOR R 0.180 5393/262 R-6 -� _ 1 \ \ \\ \- SEX MH PARKSIDEVIL-1-14 I / q q2q "W , \,_ // I o PAMeL __ I 1 \ \; \ \ \ \ \ \ \\ \ \ - , a -.•- \ \ DB 5389 PG 75 A RIM=640' / / / / p6N 1 \�; �-- s'4 /' / / __ 19 056KI000007500 GRAVES, S TUARTL& REBECCA W REID 0.140 5313/327 R-6 I 0. Z 120A RES SIDEVTIAL �_ \ � \ � / �-. \ \\\\\\ \\ \ \ \\ \\ \ \\.... \' \ \ i' / ,' .\ D / � / \ � \ ® \ '/ / q'`///' \ � • ' .'.•.- " ' ' \ INV IN=633.T \ / - 20 056K1000007600 HARDING, DAVID PAUL & DORIS A 0.220 5247/747 R-6 D.B. 2275 PGI 6 /�71_ / ,I V A V AvA V N A ,�- ,-t-.`.'. .A.� i Ar / A INVOUT=633.4' / / / V A V / 9 // / : RESID TMP: 05600- -0 -0 7 3 � _ 1 V A \ v A a ' • f - ' V' r / r / / / v LOT 87 �,/ / / 21 056K1000007700 MUCK, JORDAN K & MIA M HAMZA 0.200 5385/386 R-6 ���`"��,-, / / A V AA v \ V A .-. A. . . '.'.'. / / A / \ I / / / / / / A I v\ SFA // // / I VVVIYC-R- STA E ART J (DMPANIES I 1 A I I V I I / / / / / 22 056K1000007800 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 ' - ___ - LL sty- �' Vvv v v v� A -p- \-:..., ,..• " \ A 1 ( \ 1 / / / /' / v\v FUTURE vvv - / � , j � 1 23 056K1000007900 HAYES, JOHN RIVES JR & SALLY ELIZABETH os6A2-paoo- Tool I 100 STREAM \ \ \ \ \� \ _. :LL; �' �\ A / / / \\\\\ IIB LOT /\ Eby gpgCE LOT 112 T 111 j 24 056K1000008000 STANLEY MARTIN COMPANIES LLC ACREAGE: 5.84 C N / r " F�c M PSv s-th / , - / ,"R." P& tnvEPlcicRa ZONING: R-6 R SI E TI _ I I I \BUFFER 1 �~ c \`'.`.. \ EE THIS SHEET / 25 056K1000008100 STANLEY MARTIN COMPANIES LLC ,v<PZO IuO�VCR SRE IDENTIAL \ D:B./PG.�-rd 0 I i/-� 1- / j II \\ \\ �\\\ 11111 1 \ ,).:`: I -`•`I :�:•.`l%,, \`t.;.„.\ \\ \\ `��T��� ��� �llllll�� I ��/' //// \\\ �/ \ .'�� /'`-� ���/'•(,•" SFA /! SFA ILOF 26 056K1000008200 HERRICK, MICHAEL F&DAWNZ 1\ i D B aI I - �� I FUTUR\\ \ \ A 09 ACRES , m Ac \ I oni• \ \ •\ � \ m CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH C1 N08°42'07"W 208,55' 570.79 208.56' C2 N10°25'22"E 469.14' 469.5 491.24' C3 N47°20'56"E 27.57' 87.5 14.34' \ //I i 27 056K1000008300 EMERSON, CHARLES FRANCIS & ram- - 1�1 1 \ I I \ \tr �'I L \ \ ' ' / \ \ \ / I 28 056K1000008400 BENEVENTO, ANGELA MICHELE / I- I I 1 1 ��/ -�� : \�• -\ \ \ 20' SANITARY SEWER I I \ \ _ i \ / / 1 '-�'•' -' \ 1 el0 / \\ \ PHASE \\ _ / I \ 1 1 I I 1 1 i. .�. . .:. )�. i. .". , \ EASEMENT 1 I , , / \ \ IIB LOT / \\ \ , / / I 1 I flI •%%� . �• - \ \ \ D.B. 1997, PG. 235 \ / �s 11113W, \ / - s \ \ 29 056K1000008500 BOOKER, JUSTIN K & CHRISTIAN T /'1� / I 1 I�\I \LL. , . �.LL..{LL. f�".'.t:'aY.\ \ \ \ \ 1 � / ! FUTURE � \ ' /' // 11 I I III I \ \I\ EX. 20' ACSA SANITARY)` \'. \d \ \ \ 1, � \ I \\ \ - �I- / \ PHASE \\ \// \ \- / 30 056K1000008600 ISHARWAL, SUMIT SEWER SE ENT %, \A \\ EXISTING LOT \-/ ' / \ \ � / \ , �I I ! I \ ' na Szao o nF . \ \ LINES\ u / / \ \ IIB LOT \\-- /� \ o,.. ATH 31 056K1000008700 QUINN, FRANCINE ELIZABETH 0.150 5226/309 1 R-6 0.150 5226/309 R-6 0.130 5192/057 R-6 0.160 5212/751 R-6 0.140 5354/623 R-6 0.160 5391M86 R-6 a- Hi 06 a LL (/) O H1 0 LL O I --I U H� H� 0 w 'Z V / H r^ 0- X U) H� O O m Lu U v w L 0 w JOB NO. 112066 SCALE ill =60' SHEET NO. 2 OPSA 41 ------- _ __ o. aACRES - __— - --_. ___"_______ - /�'�' `` '`,'' `, 7 J-_ III•////// '�---�_ A' , LOT l COURT wrDrNeas EnnE N \ ` LOT azg � I Y ^_ r w , LOT ss7 _ 111r___r___YJ-Z W u6 LOT LOT I `QT z+ i '\ \ ss6 # LOT a aa3 azz a w I.} OT LOT _ _� / ^/ \ \`\ „ aaS i , zao aD9 LOT LOT T ^\ ao Lo6 L06 II , _ l \ ,\ r . — ---- — — — 1-- — --- ------ ___- -__- - - - - - LOT ; / aoz LOT FUTURE .., wu TOP sTRE T DEVELOPMENT PHASE IV \ w Pq RESIDUEAREA L 99 LO ©bCRDOp660 \ '`- a Q/a° - RESERVED E ERV DIF R E EVELOPMEN I_ p.zz ACRES 7 I I PROPOSED TOT LOT PROPOSED ACTIVE 1 4.1° SF RECREATION I I I -_ PE SPACE Ll rF O0.43 ACRESB ( LOT WIN Il LOT LOT LOT APARTMENT BUILDINGS , / -- INCLUDING(6) .. ._ , - -. ]__-----__- y ----- 9z LOT / FFORDABLEU �p go LOT r 1 \° A 4 _ I I t: g LEGEND: - LIMITS OF URBAN DENSITY RESIDENTIAL AREA (7.io ACRES) LIMITS OF GLENBROOK PHASE I DEVELOPMENT ❑ LIMITS OF R/W BEING VACATED WITH PHASE III DEVELOPMENT 86 , V mo - < OT �I 66 S7 LOT 0 I I / LOT I \ \ 8 e rh ^ y LOT I ^ \ 8 I - 6a - I I - - I LOT.': � .... / r _ - .. .... ........: 64 7 .:: • . ,..::./ /, LOT ^^_^ r ^�^__^ : ,.. - __. ____ _ o 0 0 0 LOT ., o �_ �-- /I `e;:.:.::../ PARK RIDGE —_— DRIVE oP _ - _—_—_—_---_PROPOSED PASSIVE —_ - --_ PueucaonD leRhn O_ SPgCf . , 78 / _. ^. _ 77 LOT ' 4 ACRE O _ : l , O LOT , OPEN SPACE E o.oB ACRES ./ ,'�•�\ __ I I _ \.. 66 LOT \,\ "' _ LOT:i % G--NBROOK ATFOOTHILL LOT \ o PHASEBY-RIGHTAREA ,' �' \`�� \• `J I I 1 � '___ , r __ --... .. i - 'LOT </ ti i m LOT zo /: _ ^ i -- � , r; __,a LOT � I•LU I I Is SFD �' l „ ` 1 I� I LOT a u \\ c a �FR\ 7g / iy� , LOT 35/ • ,`� `, j OPENSPAC z 58 ACRES 1•��� rl V'-SDr / LOTaAm"8 - ♦ LOT 49 ,/ ' '�_ ' f � LOT;ry s• ^ IL _— 1 ♦♦ 47 / _- LOT a7 Lic. No. 035791,a 1, 12/13/21 ll� O 3 u N N N ''' � Q x I - _ '' z O :n O L i'- O a z > o F�1 U 3 Z 3 0 =ul O o Z J V / IM04 O F LU % > U) ds Q c 1 < W Q U ' LLJ o m 1 LU o 1 Z :L U \ ILL. LU Y LU o ` o c ♦♦ a . . . . . . . . . . . . . . . y — —_ C o U LU OPEN SPACE p � � O N ,.A,. - ...i 0,27 ACRES ` -. \ LOT 66 / \ ' > SFD \ � oPEN.SPIE• • \ / �f r > LO 67 0 LOT 70 • �•^\ �O \ i i`•� 3: c / N - L I - LOT 68 - I --I _ SFD � o / 6 N - I 1 �\'�\ SFD. LOT 61 J o A _ SEA . --.'. .-�;y`. ., <.'�": ♦♦ ` - 4z , LOT\ Gam` ❑ SEA \ O 1 0 OPEN SPACE LOT6 \ ♦ 'per o : < . j;.--.;'%. _ �z .~`° �,•t 2.58 ACRESSFf�� \ \ 9 N ��( -o LL. FA .`�\.. �6i ai Lo . �. \ iz9 LOT \ LOT64 a a _ / I PL'ATTEa-W1-T� bl....�\ .CN , \ SFA ` - LOT65" \ =:::: � Q .'.' .. `.' ,LOT a3^ - LOT 131 �± -LL `. \\ . 6XJSTINGSW'M• ,` / \ FA \ LL '• JLu Lor3a LOT8o / J J Z o /\ _- '�. .(. ♦ / _\' %,' s\ OT 130 SFD \ SEA \ .. +. I I /- -.'�♦ '•�;•` ♦ <. - '� ^_� / / \—\ Q n __`�, I I /� ♦ V Y` LOT z _'\ ' • \ / \ / / 3 ,'LOT 129 J \ LOT ao � H� ♦ 1 --- \- E ♦ %LOTu O \ / SFA Lu Lor - 33 'LOT 128 LOT 81 v5 / '- SFD IU SEA 3 tn LOT �, �• �\ -" 1 -___-'-_ _ ^\ J� 'ApEN-SPACE. \ / /LOT 127 H1 c \ \ \ .'Y' ♦ LOT34 --- �'� • / ',a' SEA 'D.4&ACRES.'. J H� a i �d 82 1 _ Q� �- CyJ / � � ,, , ♦ -;� __ / _ - '� ^\ SFD / LO ;GLENB•f2©Olf AT-FO'OT1-fl-LL \y / U ` Lora J #'kiAS�-f s -���O�N�D•,4RE J , / LOT 83 •`�`� PO > ' --- •.'.`.'.'.'. '.'. `." , I. _ - __ SFD G H > — -- --LENB T FOOTHILLS`' `.... _ _ 1 1 \^ ♦ . 4 BARKVIEW COURT / //yam\ \ � 1J •i I ♦♦ _ - - - - - -,�... \. .- \` LOT 3$ _—_—_—_—_—_—_— PUBLICROPD l54 R1H'i %: \ .\V LOT 97 \ PHASE V B - IGHTAREA L \ V \ FA J --- ♦ ` .. C -- r - r — _ LOT ss'\ \ _ J z , 1 ♦ -:,. . . - ,----, ---- , \ \ SEA % W ^ ^ w '� I 1 - -7----_ -- _ \ ♦ .: � � I - ---- -- ',.�`,. LOT 95 � z i 1 '---_ \ \ �♦` - - • �)` `♦ LOT 36i 7y ,, , S , LOT `\ SEA z L 6 '�`' LOT s4 ' \ \ \ / W \ \ O w SFA z . , t�r �` ---- - - 'a"'_ I { \ LOT 85 I I \ \ LOT 98 O z '.\'. �----- _ �'_ ^I,,`,ta:j ; \ SEA I I °\ \ SEA � O 1, I \ LOT c> LOT 88 I LOT99 —�__— LSFA9 I I LOT 91 SEA `� \ \ SEA SF FA FA N I LOT90 LOT92� / S ° -I,', ;� LOT 86 . SEA I S Lu /�/ LOT 100\ L.L \\a. _ -_ - al ',/;,;'� \ SFA /'/ i I I / ` \\ SF \ I -OPEN SPACEG�. .\'' � `\``', I \ � \ \ I I LOT 101 \ j I - ♦ 2.29 ACRES \ GREENWAY SEA O > :LL SEA 0 SF a\ < d I ` LOT 87 ,1 .. I1 2\ A LIMITS OF ' / � I OPEN SPACE OPENSPACE jLOT 111 I 0.09 AC LOT 103 • /,/ — _ I RZONING ARE L LOT110 SEA Z LOT 39,`, \ / „G„ SEA SEA 'LOT 1091 \ \ \ j I -- —_� •�,-\- - - - Lora SEA SEA 'LOT 108 ILOT 107 / w / t-�� `.' -1 • r\�.�\*, ` \ 0.09 ACRES SEA SEA LOT 104 '\ W L5'SF°\ / J OT1 U O, SEA O�Q LbUJ LOT 106 \ r,�. p D3 a� \; � "y _� I � � �^ t - . \- �. \\ \ '`\ E '_ � .:. \ // PU@ TH �E� SFA •J�/\G LOT 116 \ a' x o _ I SFD o JOB NO. _GR�IPHIC' SCALE r�,,= — —_ Q \ o I / � � .....`:•:':':� :��-:-,-:= `\ � �,'=� � —_—_ / 112066 _ -� II 30 r9a Izol /zao t\ .•.-.-.- .LLa\:\ ` \ j/ \,.. /, LOT 115 \ SCALE - ,- . ` LO74a \ SFD a, IN FEET`) / 1 .`.'.`.'.`. `•` `` \ \ Y\11 11 I '.T',`: SHEET NO. �' jL GLENS OOK AT FOOTHILLS I \ / ' •' \TCNLINE-SE, IBSHEE1� \ LOT 114\ ,-J!---• "' 1 inch = 60 ft t - - t ..`.at.`.. 1'\ / SFD /, s \ RHAS, II R ZONED AREA / 3 00 NOTE:^�jTH 00 PROPOSED SIGHT DISTANCE EASEMENT 46' 1. ALL ALLEYS AND PRIVATE STREETS SHALL BE OWNED AND ° PORCH/DECK MAINTAINED BY THE HOA. PROPOSED WALL 'NO PARKING' SIGNS SHALL BE OPEN SPACE A y°� PATIO (TYP.) __ ____ �___ ___ HT.=6') VDOT CG-6 (TYP.) INSTALLED EVERY15o'ALONG 2. OPEN SPACE IS HEREBY DEDICATED TO THE HOA. ALL OPEN -- -g -o (MAX.( _ BOTH SIDES OF LEEHAM CT 0.41 ACRES '20 ` - ---- SPACE SHALL BE OWNED AND MAINTAINED BY THE GLENBROOK ------------- - ----- 10+00 10+50 12+00 li+ - o� PLC' AT FOOTHILLS HOA. � SL c. No. 035791 1 _N w 60o R 50----_PROPOSED ACTIVE _I L v -+ _ z+ - RECREATIONAL AREA R —I— —I— LOCATION OF STREET TREES ARE SHOWN ON THIS PLAN. 5 i io+oo _ 1 Oo -__ r �-_ �REP,,,� � I � —I —� 3• n, 12/13/21 tv J I -, /y1 / yo 6 AFFORDABLE DWELLING UNITS ARE INCLUDED IN THE z °� STREET SIGN (TYP.) f 'C LOT 4 (� (> �s G1 Z PRIV SEE R ` APARTMENT BUILDINGS AS SHOWN WITH A STRIPED HATCH LIOXAL E� w r, 33' \ s- ti5� - ATEAI E � ANI C T +So 2p' ' LOT i� w z o A 0' y R. WoUI? TyP W A T 12o PATTERN. THE AFFORDABLE UNIT WILL BE THE 1 BEDROOM UNITS Z vDOTCG .) -��^ y _ - r THEASEM \ LOT 11g ON THE LOWER LEVEL OF THE APARTMENT BUILDING. w i zo' READ SETBACK -- TYP.) 20+ o ' w ' - _ ENT) \ Z3x0p 15 118 o R POSED GARA E N - 5 _LOTLINE (TYP.) -. - -/�~ \� LOT °r, a z0'x2o'MIN. z cn / / 2. ,,< °m` LOT 117 --- �(TYPJ o STOP SIGN TYP.) ` r PROPOSED SIGHT DISTANCE EASEMENT i I Q I W ( - - \ L 1 r t - - - - - - u I O g / - o Z3x 116 r' - i DRIVEWAY ASPHALT PAVEMENT `o LOT LOT LOT i \I So SEE SHEET FOR PAVEMENT DETAIL _ I LOT 112 ' W > , it L _T \�� _ � .>s \ � �, � 9 �I 11 111 O LOT _ a aft 3 I W w I � � , � � C -- MIN. 20' DRIVEWAY 115 0 0 0 el J r i Oi 110 10 LOT CONCRETE CG-96 (TYP.) T 5E gP' 2------- F o �2. / C o I m m m 9 LOT Z Q I I z 108 % \ Q ,- r r m 107 LOT,' / Z4x ; :25 FRO T SETBACK (MAX.)'I I I I w , ;•. 00 �, \ ,MAN• R 20 � `. A,. '� a � --- -- -- - - -- - ,.. i r'NOPARKING'SIGNSSHALL BE m� ,106 LOT rCO i,,2 �. ^V `� �� �`'cp� ��° •.-A. 2, i 1 PC: i0+g6.75 d , INSTALLED EVERY 25o' ALONG . 105 t wlp / - O . ; « °� — 2+5° PROPOSED VAR. WIDTH UTILITY, CONNECT ROAD TO EXISTING ' F/C p BOTH SIDES OF ANLEERD ib�^�, � �^ PROPOSED STREET SIGN (TYP.) }00 r - En STOP SIGN (TYPJ /C — w LOT \ \ \ n y2 - _DRAINAGE, &ACCESS EASEMENT. _ _ _ — m c� HILL TOP STREET - STA. 12+43STREET SIGN(TYP.)I' O / d, '_ _ - - - _ _ --- °0----' 4 LOT Z C' A i EASEMENT SHALL BE VACATED UPON = -- a x -- ------ ------ o o. ' % 6i 10 ET �- --- _ 3 zo' 20' 20' 10' 4zz' ------ _ — — _ ILIw. -ti , 22' zo' --- _ h, v� 1O3 LOT \ x xsq A n ' a —' PRC: 1z+47 73 E 0 ! 0 , '� ENSION OF LEEHAM STRE 20' _ - — _ .. J' zo _ v / \ 1--y __A - - -- w -E p vaO 2si' : ° 2p PROPOSED S' SIDEWALK (TYP.) 102 LOT " / 5 yX 4 O g z 3 12+50 2z+oo 12+5o I23+00 101 LOT y' \\ FUTURE o =o 0 -�- - - - - - 13+So 26' SM/j(,F �� 10o LOT X^. s� /� DEVELOPMENT 1�1 0 F- J o - _ '?&°, �'O,V ti" o PHASE IV ` "' as c to R - �° R=,, i4+0 0 2p jSFjB / w" 99 LOT 11+00 /N" / W o � o O VDOT CG-12 (TYP.)- 0 '9C/( $ 'NO PARKING' SIGNS SHALL BE — — r — Q o O c°n ?°' 9 — -- --co - ----- ASP + — INSTALLED �W/ L --- - \\20> ^ / m" icon W OTH SIDES OF LEEHAM SONG IJi Lu <. • .. • . - - .. ; \ ��R _ 4xS0 PROPOSED % z CL o j---------?9 opUgC o ao, o w SED STOP SIGN TYP.) ; --------------- RpgD DR�V, �1 . - �I RESERVED FOR o I PROPOSED STREET SIGN TYPJ - - S 6 ' \ \ ? — w I ( PROPOSED Q_ 28o z R/W) yy Zsxop ° I v PHASE IV ° L = sTOPswN(TYP.) DEVELOPMENT _ o - -I- - - I j I r Off\ -_ .i � I j F_ -F - �- -I- - Q PROPOSEDVDOT y , , a 55 0.22 ACRES o° PROPOSED MAIL KIOSK 2 PRC:1o+62. ` _ _ — — — o '_ - \ STD. CG-iz (TYP.) I _ f i LI I b t PROPOSED SIGHT DISTANCE EASEMENT. - \ \ SO,� on — U PROPOSED TOT LOT PROPOSED ACTIVE 5, o I� PROPOSED VDOT STD. CG-6 (TYP.) R 4,Soo SF RECREATION AREA -_ --\ \z R oh / R�1 PROPOSED STO S GN (TYP.) Yry I r o OPEN SPACE B I a : 2z+27.74' 0.43 ACRES PROPOSED STREET SIGN (TYP.) - Q M M 20' 20 - _ _ PROPOSED 5' CONCRETE PC, o N - - - - - - o -i o o zo' 20' - � _ SIDEWALK (TYP.) Z°x0 " c I �• PROPOSED VDOT STD CG -6 (TYP.) . - Z` o - N -------'- ----' 35' 7 9� x 72o STREET TREE (TYP.) 2O' R AR SETBACK \ 3Z\ o PROPOSED VDOT STD. CG-6 (TYP.) �6xS0 / Z ❑ "c' L9 i8' : '` LOT 1 ✓ : zp; `\ �8 J 1 MIN. > (2)12 UNIT �L 6T SLOT LOT LOT 1' ,y APARTMENT BUILDINGS I 9 95 ry LOT ' �8 a� \ / ' o° r° PROPOSED 94 rn 93 M i , e \y 00 \ / / / / CVj n o INCLUDING (6) o i + ° z m a , . STOP SIGN (TYPJ o I— — AFFORDABLE UNITS + "' - - PROPosED'ASPHALT LOTS, + I -' ' - LOT , _ STREET SIGN Q x / / ❑ I N DRIVEWAY(TYPJ 91 k 1 .k I --I `-- o PROPOSED VDOT 90 \ \ / / LOT 3.21 d a �4 --_ TYP. LOT \ / r o S 2° STD. CG-2 (TYP.) O �/ I 5'F I o , t \ \ 'P _R - ON 89 LOT BIKE 10+00 10+50 I � 22+00 � � '• 2p%` reAC ,v r NO PARKING' SIGNS SHALL BE o> Q SO 4 LANE r _ ' 12+50 " - r INSTALLED EVERY 2 o' ALONG $ o LOT ; / , (TYP.) / O i - i ° a 28' BOTH SIDES OF HUMBOLDT ST- $7 I �\ �. • �/ a $ °' LOT N t So0'R - 2z+Oo I y con i ,' N a 10' �Q as I oRONTg l 86 L O ~ P an h 7 \°l \ O 18 o.. c A48 cl Q �i PROPOSED STREET SIGN (TYP.) 20.., PRIVgTO`D� STR Z3x°p 20' Rp T\� \ \ \ - ® �JJ w Q s m ROAD EET- zo''' / 0 n 0 PROPOSED VDOT + (o'R/w \ O d =' T . \ ❑ W L STD. CG-1a (TYP.) , , % a <i 2 ND OF PRIVA E ROAD Bq`�\ �0 \ \ \ \ J o W� /, •'. m---__ - _' r ' "tc 3O 3+SO. '.,:�6' ti LOT / O x \ ° / z \p DISTANCE TO NEAREST '•I 28' �+ JU I , o --- PROPOSEDVDOT / _ \ - „� SOS ❑ -r , r R \ x $ z m LOT LOT 5 .o I Lu . - MiN. Q m % N �o STD. CG-6 (TYPJ rY __ " ,,• ,, tiw SLOT , `?�, � \ INTERSECTION (CLAIBOURNE ROAD W � 56 57 LOT LOT ° I a+ of m° m/ i 2S M s, Z4x0 / 84 NAND PARK RIDGE DRIVE) =705 o L j:-b ';; w 1 NO PARKING SIGNSSHALLBE 58 LOT 'wl r ----_ A ,pR RANT -.a.;. o , O wLOT / \ �9x0-� 3 ' 1NSTALLED EVERY 25o' ALONG 59 - O/Vj S $ PROPOSED VDOT STD. CG-6 (TYP.) LOT o ETBAC gq�K, ✓/ 3 .LOT , F,�y� J I / BOTH SIDES OF ANLEE RD 60 tu/ r ° - I A i �I r' _ 2 °°i 61 LOT K /• WO / i ^ �O' \ 39x °' w ~ o REA 3 i h 62 `� �� 1 $2 ,LOT w/ / . So m O o _ ET qC LOT 0° i fxs0 ^2O\ ~ w ❑ !If 28 _ / PROPOSED q m S _ PROPOSED SIGHT DISTANCE EASEMENT �,I rl - - _I LOT m ' ': _: , �_ 81 �� - / / �� `? - 20+ n v' / 20 LOT LINE (TYP.) 63 L _ - 2 c; . • :. _ 64 _PROPOSED VDOT/ten/ 20 \80 \ i= = I 2 ° OT STD. CG-22 (TYPJ \ Ott/, / _ 62 20+ U J a LOT PROPOSED/5- CONCRETE SIDEWALK (TYPJ i -` /' o P : 14+41.72 PROPOSED I —8, - __ - 65 ^ / :p i j ` y / % 80 LOT �o - _ z1+oo z2+5o w > u STOP SIGN (TYP.) PROPOSED PASSIVE OP � --_ o ° x ---- EN \ .';. , / / PROPOSEDzo'x2o MIN.:: I Sx LOT / \ °-. I E RECREATION AREA o PACE C " 22\ , - %`r 'NO PARKING' SIGNS SHALL BE78 OpFN �8z VDOT CG-1z (TYP.) J _ 1 s- 22/',CRE 1, zp, 2CARGARAGE(TYP.) / y 4 INSTALLED EVERY25o'ALONG LOT / O SPgC D f, 280' ,fl.. %. 1pI PII �. $ \J ,. / , A i/ !( BOTH SIDES OFHUMBOLDTST LOT', / f__, o4q S �� �y.. p S.D.= � o 1 oo " ; o zO R Me ���CCC 77 CRE tiS — — — — — J _ s N n o v PROPOSED CONCRETE 3 q �Q Sx q� 7 r STREETSIGN(TYP.) Q w I o �L \ 2 < So `. I u i - 5 r H• /�' o :s. CF T / h /� PROPOSED SIGHT DISTANCE EASEMENT , = w SIDEWALK (TYP.) ro, `i/ Y( SriQ M JLu 11 ') LOT�� W z P7.'0_ 21+ i •• ' ' 66 Q : /. qsF F)` ,: / / x / ,.. ;.. �4+ 0p.. r I / M < / 3, ` \ / 5� SIDEWALK (TYP.) w 1 R zss LOT \ F \ \8o i „ F /LjT STOP SIGN TYP. N o y5 �_ _ ; .. ; PARKING PERMITTED IN THIS AREA/ N ^ NTj °%>' �6% / w / / ° (TYP.) OPEN SPACE E z END OF PUBLIC R/W _ o 11� 1 11 + _ 5 67 m \ 00 „ )3, LOT 21 ; LC! �h J PROPOSED STREET SIGN (TYP.)--.+. �� .. i. / LOT ' ' y.. , / /' /LI//� to / Ste' i .- ^"'`�'S�S�D\ 0.08 ACRES L p _ LOTLIN • I I I. , '.° : i', / / / � E (TYP) � c> �z+oo r 68 LOT o } 1 O / i i Owh �6xS0 1b l� ) LOT 22 Q ?Q8' \ r ' I I69 �- •• / / 'NOPARKING'SIGNSSHALLBE W ^) LOT / i PROPOSED STREET SIGN (TYP.) / o O� 28' INSTALLED EVERY 1 0' ALONG - \ J ILL ° 1 10' _ �/ 1 ° O zp, ry �/ 5 0 TYP... • .i / �� -- , _ _ ' / � I - 140 _. ... .. j :; �� I � .. _ ?0, � , � �7 , / i � I � � , , � i Q � ,, iMIN, ON THIS SIDE OF ARBOLEDA DR -/ �qRS ti� m ! LOT zo / � Q > `r' 2 J3, LOT 23 m 0 'A � to ` ❑ Q QJ O �/`roc Jj �� ` $ x ors' i 208' CONCRETE CG- B TYP. 30 „qCk h O " a O r l O ., PROPOSED ., h i 15 LOT 55 - 9 ( ) PROPOSED WALL MAINTENANCE EASEMENT_ p LOT \ STOP SIGN (TYP.) (� t0� 'r- 1 16+0o i LOT _ 28 FR y )3, LOT 24 m 1 54 off, LOT o / h Q/ ------- r r - _ �� -- . 1,Z.�x . T 73 ^ i,' , � ` �• 'NO PARKING' SIGNS SHALL BE M 1 — - - — — - - Oh o LOT 53 NO PARKING' SIGNS SHALL BE S'FR� y/ z3� ry°j FTeq, 74 i _�� INSTALLED EVERY 250' ALONG to i° R/(N LOT 19 N 1 a LOT 52 INSTALLED EVERY 250' ALONG _ i TSFT :. 4 C/� LOT BOTH SIDES OF HASTINGS ET w o o o g' Sz' ° N ON THIS SIDE OF MEYERS WAY _ AC P FY� / \\?�^ 75 / , f ,• 3' , , °' Z 8' a' -" I F 1 , I , K �'I ^\'-�__ y . ° '`,, o � Q � LOT z5 2 2 o ( � 1 ~ P OPOSED SIGHT DISTANCE EASEMENT ko i ' �� v OPEN SPACE F I LOT51° PROPOSEDVDOT ,2 Ro vv o S \ G 1 a ry ' A q0 '9 O, o h/ w F 2.58 ACRES / H STD. CG-6(TYP.) W = (S4 PROPOSED o w LOT o /� l R/Iv� 7 `.STOP SIGN (TYP.) Q LOT 26 xh LOT 18 _ 1 1 3�, ° i E/P_E i 208, i JOB NO. ° 20 M /tp PROPOSED WALL (MAX. HT. ) ", i 3 4 7 ' PROPOSED STREET SIGN TYP. / /p / o II o. GRAPHIC SCA B_ I 3o' ?� REARSETg - l / l LOT v /y/ o� r ( ) 0 112066 I1 - g/ _ x°,?` LOT z7 / c L `, 5 3o so 0 30 . - LOT 8 h L T ";\ ,a , �O N \'G c 4' SCALE 4 / O / o _ 37' - / 47 L T °' - " LOT 17 1 - 30 "� Zs-MATCHLINE -SEE SHEET SHEET NO. In I�er�T) ��a, d3' - i i 46 L T Oo 15� LOT 28 Zx) 5 / MATC LINE SEESHEET HE • ti i ■ o , - •� 3/1G' STEEL PLATE WELDED W W \< 30' / ,r iJ- 2 - ^�, - - __ TO POST d GROUND SMOOTH W \ 30' _ / / i -, 2-1/2' DIA- GALVANIZED 43 LOT 16 i STEEL POST, PAINTED WITH \ 2 GOATS Or PRIMER PROPOSED 12'x20' MIN. a W W W a w W w W W w W \4o i 1 CAR GARAGE (TYP.) \ \ _�61'00\\ i y5 o° of Ip), LOT 76 AND INSIGNIA YELLO _ _� W W W \ \ ,' -y-_ / /\ ..,. STREET SIGN (TYP.) W W WSW WWW W W 1 _ 27' H 3/4' DIA. STEEL PIN W/ HEAD I OPEN SPACE F -_\zp. '---_ / LOT LINE (TYP.) /' \� y 16� o SFD W/ 3/5" DIA- HOLE FOR -\ W J - - \ 22' / S S I m \ '1 + O LOCK W w w W 2.58 ACRES - _ �L NO PARKING SIGN HALL BE _ _ _ , LOT 15 LOG K 20�\ -� INSTALLED ^' Q W W -- 70`--- 5 v / \ i� FIN15H SURFACE CN.I.G.O -� _._-_-._.�_._._._-_.�_._- ON THIS SIDE OF MEYERS WAY 9 ?� W W WWW W\ W W W W W \W------- \ - 01 Ipy' rv° 0 W W W W W W W W W W W W 0` PROPOSED WALL /`' d r I i _ \. W W W w STOP SIGN (TYP.)- .i o , .. < '.. (MAX. HT.=3') + % a 3' DIA- GALVANIZED _ I" O W \ / \ LOT 29,_ LOT 14 i \ STEEL PIPE SLEEVE I I ig PR . 2z+ ' CPAINT ABOVE GROUND I PROPOSED SIGHT DISTANCE EASEMENT i p.46 \ \ PORTION SAME A5 POST) ' W W WWW \ F �� \ - - l� i i� � i �TBA ^Ni \ i CONCRETE FOOTING ' W \ \ W W �l / i t hi i -98' C\ 3/1G" 5TEEL PLATE WELDED - W W EXISTING STORMWATER ' \/� LOT3o �' _\ \ TO SLEEVE lz' MANAGEMENT FACILITY ry W W W W W W VAR. WIDTH GREENWAY W W W ♦ \-� ° �� .• EASEMENT TO BE PLATTED ♦® i� W W / Chi ' O ' \ LOT 13 NOTE: DRILL A 13/IG" DIA. HOLE THRU W W W WITH THE PHASE III W W W W \%� Q ��4' i i r j BOTH THE POST AND SLEEVE FOR W W W W DEVELOPMENT W W W W �� �' W w W W W u W W W w "- LOT LINE (TYP.) )j. PIN PLACEMENT. W W W W W W WSW W . A �\ W �� LOT 1 / R,_ 3 NOTE: SEE TH�SHEETAND SHEET 5FOR LOCATIONSOF W W W W W W W W W W W ��\� W ♦e>\VA\Aj fo tuQ / / o i / BOLLARDS ALONG THE EMERGENCY ACCESS ROAD W W W W W W \ W +� �\ l 2z3• o i� IV/ \ WWWWW W W WWW W W WWW W w W W W W ! 7�, 3 / R 1 �\W ° �° ♦� LOT 2 ` ,i , ,1 2 I ' 'NO PARKING' SIGNS SHALL BED INSTALLED EVERY 15o' ALONG W o OF ARBOL i T 10 THIS SIDE EDA DR z /' T 12 ; R' LO ; ' ea. � LO e y LOT 33 �� o eW 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 t W / o 1` - _ ---- 9 / 01 I 00 , . a. (Vr l a..• r / `-._ ` 9. \�� \. ♦ W � � W W W � � W � LOT it/ -�-__ -- , . •.,e �, .\ eP �''�, ' / 34 p i CONCRETE CG-96 (TYP.) ♦ W2o EMERGENCY ACCESS o - ♦ W ROAD EASEMENT ♦ W W D.B. 5420, PG. 586 W \ W �� - o LOT i1 i ♦ WWWWWWW WW\W WWWW W W\W WWW W , r i / r ��5/D-' P. /C ♦ �. ; -SET ♦ W O �, r % BACK`-- 1 / 4 `24x r I' I �♦ W .�. W \ W • t S2.2 'NO PARKING SIGNS SHALL BE SIDEWALK (TYP. q f INSTALLED EVERY i5o' ALONG ♦♦ \ % / / r r j... •i� i r ) ON THIS SIDE OF BARKLEY VIEW LOT 8 OTCG-i2(TYP. COURT AND TH CUL-DE-SAC WWWWWW WWWWvWWWW ��r°♦ STOP SIGN(TYPJ Eal I i_-------- VD - a � - I LOT PROPI o � W .� W .° .° W W .. �. .° .° ♦ , � �4 � _ - , . �o- r I /� G BETWEEN I w W W W \.W ----- - o° �� s I �'. /� yAND PHAS W W _ �� 7 -_ / 31 R- I M h WWWWWWWWWWWWW - WWWWWW WWWWWWW W W i ) 28 R W �\ `� W W W W �. W W W W W \ �. W W ♦ l Ln :. \ - "O N i1 N _ �.L_ .-. �. E V�E �OU • /. ___i �- RT ♦ LOT ", -� rn o _ ARK RIW WWW W W W W\ W W I i 35 STREETSIGN_(TY .) .7z n i 9 PUBLIC ROAD(54 ) W W W W W W WWW \WWWWW RELOCATE 2o' EMERGENCY ACCESS 1 I_ j ,' W W W AND BICYCLE/PEDESTRIAN ACCESS e im F LOT 7 ROADWAY WITH PHASE III ♦ ------- ° \ W WWWWWWWWW W W \ WWW DEVELOPMENT. SEE DETAIL, SHEET 20 \ _ _ 100' - - _ -___, 1 r • FR NT SETBACK _ j`\ `\ - - - -- 11'-- s _ - ----- �� \ LOT 8- \ EMERGENCYACCESS DESIGN I -.- -. - - - k^ ----- ----- y,VDOTCG-6(TYPJ �I I I �i ' _ ` �� i� ♦ SFD WEIGHT BEARING CAPACITY ♦♦ h .II- I I I I - ` �� P ' \ \ to SHALL BE 85,000 LBS i I m W ♦ u 10 WWWWWWWWWWWWWWW \W WWW ♦ "° LOT361 �. I Iin .� ♦ \ \ \ W W ♦ I j LOT 4 I LOT 5 I LOT 6 � � �♦ W W W . W \W ♦ I I i I p \ \ \ W W W W W W W W W W \WWW W W REMOVABLE BOLLARDS COMPATIBLE♦ I ------ L. q W W W a WITH KNOX BOX LOCKING SYSTEM ♦ I____ __----------- FOR' �� \ ♦ W W W W W W W \ W W FIRE RESCUE TO BE INSTALLED _ _ _ _ _ _ 100�- _ _ - _ _ A - - I ,/ ♦ LOT 85 e W W WWWWWWWWW WWWW TILL --- -- - ---- ----- III. - / - _-_' 11 1 I \ W\ W TO PREVENT VEHICULAR ACCESS BUT G��1PHIc SCALE � e W W WWWW WWW S ALLOW ACCESS FOR EMERGENCY i♦ I I I 9 •.� I 1;,1�. -�i y13---" 1 � II I II ,/ \ SFA \ W ,\ W W W W W VEHICLES. SEE DETAIL, SHEET2o ♦ i / _ I I\ I 11 EXISTING ZONING LINE 0 0 15 30\ 60 120 \ ♦ W W W W W W W W\ W W W I ♦ I I I I i -III.. I PROPOSED SIGHT DISTANCE EASEMENT W WWWWWWWW WW e W W W W W W W W W\ W W LOT 3 o DECK/PORCH/REAR 1 1 III 7' O A O E (T ) I '' W e ♦♦ I T I I II 'il II P TI AR A YP. II II , W W W W W W W W W W\W W W ♦ w T3 ` ( IN FE T) e W W W W W I 'i I III I I. II I-,' �� W w p �+ 1 inch = 3 e W W W W W W W W W W W� W W W ♦� II I � II II " LOT 86 A`� t • \m . w I 111 I _----- '' / I I I \ LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE W W W W W W W W WWW \. W W 4 _ _- --- - - p il' - '' I 11 ♦♦ LOT PROPERTY LINES SFA NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf W W W 1 _ - _ Q I / - BETWEEN PHASE I LOTS / 1 6,619 4,408 41 6,048 3,558 81 2,196 1,243 W W OPEN SPACE G W W W \ W W I� _ _ �` -------- 1 I O 1 •'. `•.' 11 \ 11 \ 9• AND PHASE III LOTS \ \ 2.2 ACRES W\ W W W J TII rl 1', PROPOSED 20'x20' MIN. ,' I \ 2 6,160 4,017 42 2,208 1,262 82 1,695 1,189 9 WWWWW w\ W W m m I Z`�i 1 CAR GARAGE (TYP.) 3 6,110 3,974 43 1,807 1,297 83 1,735 1,227 W GREENWAY . W W W W W 4 6,315 4,141 44 1,902 1,392 84 1,786 1,278 WWWWWW W W W W W W\W A \ i Q O \I 5 9,074 6,186 45 2,003 1,491 85 2,502 1,471 ♦ W W W W W W W W W W W W W W\ W W LOT LINE (TYP.) II i \ LOT 3$', II • �� 1111 • \I II �' / LOT 87 \ 6 7,555 4,369 46 2,091 1,581 86 2,174 1,216 ♦ W WWWWWWWWWWWWW WWWWWWWWWW \W W ♦ ' °o nlil LOT 7 7,400 4,231 47 3,083 1,935 87 1,757 1,242 ♦ W W W W W W W W W \ W W W I SFA \ 8 12,415 8,055 48 4,345 2,989 88 1,815 1,315 ♦ WWWWWW W W WWWWWWWWW W W W W W W W W } - - , 9 7,873 4,569 49 3,364 2,613 89 1,840 1,339 ♦\WWWWWWWWWWWWWWW W I _l_oo--- I ' ',� 10 6,168 3,608 50 3,307 2,557 90 1,867 1,367 TiClKINE-SE ,E S SHEEti 11 6,904 5,316 51 4,070 2,754 91 3,171 1,908 ♦W \ WWWWWWWWW .WWWWWWWW - - _# \ i I 'NO PARKING' SIG SN SHALL BE 12 5,589 3,476 52 3,99 92 2,971 1,790 WWWWWWWW WW WQ INSTALLED EVERY15o'ALONG 2,9313 5,053 39 38�9 1,846 1,345 o ON THIS SIDE OFARBOLEDA DR 14 09 ,62 553 4 I WWWWWWWWWWWWW W W W WWWWWWWWWW W I W W W W W W W Wy\\W W W W \ \ 1 3,136 1 2,377 1 94 1,815 1,315LOT 39 W LOT 1 W W W W W W W W W W W W W W W W\ \ 17 3,996 2,656 57 1,596 1,096 97 2,532 1,456 W W W W W W /W �W WWW W W WWWW \ \ 91\ \ '>'' / WWWWWWWWWWWWWWWWWWWW W W WWWWW \ W W \ W W W \ 18 3,240 2,490 58 1,600 1,100 98 2,563 1,474 19 3,240 2,490 59 1,600 1,100 99 1,643 1,130 � \ WWWW WWWWW WWWWWWW W W WWW \ W W W W W W W 20 3,996 2,656 60 2,253 1,276 100 1,650 1,140? 21 1,911 1,018 61 2,211 1,271 101 1,657 1,151 \ \ W W W W W W W W W W W W W W \W W ,/-,_e W W , W WWWW W W W W W WWWW W W WWWWWWW W W W W 22 1,470 970 62 1,578 1,078 302 1,667 1,163 I \ e W\WWWWW WWWWW W W WWWWWWWWW W �WW w i \ WWW W W W WWWWWWW W W WWWWW W \ W WWWWWW W 23 1,470 970 63 1,580 1,080 103 1,677 1,175 a WWWWWWWW W W WWWWWWWWW .\ W W\W W W \\ \ a LOT 40 I`I \ �� 'r W W W W W W W W W W W W W \ W\W W W W W W W 24 1,470 970 64 1,578 1,078 104 2,405 1,363 W W W W W W W W W W W W W W W W \ oo W W W W W W W W W W W W W \ W W W W W / \ W \W W \ PROPOSED RjW i GLENBRO\AT \ W W W W W W W W W W W W W W W\ W W W W W W W 25 1,470 970 65 2,557 1,502 105 2,462 1,414 W W W W W W W W W W W W W W W\ W W W W W W 26 1,470 970 66 2,256 1,284 106 1,732 1,231 / e \ W W W W W W W W W W W W a W W WWWW } FOOTHILLS \ W W W W W W W W W W W W W W \ W\ W W W W W W 27 1,473 973 67 1,656 1,152 107 1,743 1,242 \\ W W W W W W W W W W WWW\W W W\ W \\ `I } �P�� �� ` PHASEIIB W W W W W W W W W W W W W W\ W W W W W W W 28 1,925 1,041 68 1,600 1,096 108 1,754 1,254 W WWWWW WWWW W \ W �W 29 4,757 1 3,267 69 1,549 1,045 109 1,767 1,267 / \ W WWWWWWWWW W W W W W W W W W1 WWW \W W \ '} �S\O Fs \ WWWWWWWWW W W W W W W W W W WW WW i W WWWWWWW W WWW 30 3,416 2,666 70 2,063 1,126 110 1 2,643 1,599 \ / �,''' 31 3,394 2,644 71 1,972 1,053 111 2,906 1,716 \ WWW W W WWWWWWWWW W W W W W \ W W W W W W W 32 3,359 2,609 72 1,452 952 112 1,810 1,310 W \sO \ W W W W W W W W W W W� W W W W \ WWW \ \ `�\ \ LOT 41 x� \ W W W W W W W W - - - WWWW - - W W W - WWWWWW W 33 3,325 2,575 73 1,476 975 113 1,810 1,310 \ W W W W WWWWW W W W W W W W W�W� W WWWW \ W W W\ \W W W W W W W W W W � W � \ W 34 5,205 3,533 74 1,528 1,027 114 1,810 1,310 ; WWWWWWWWWWWWWWWWWWWW WWWWW\ W W \\ `; �"' a 0�00 35 5,424 3,305 75 2,356 1,379 115 3,222 2,034 W } '' k9 0 Wl W W \ W\ W W W W W W W 36 5,570 3,367 76 2,073 1,153 116 2,734 1,654 1 WWWWW W W W W W W W W W W W W W \W W W \ \n } '/ ti. 0 W W W W W W W W W W W W W W W W W W W W 9x } WCWW 37 5,458 3,285 77 1,560 1,060 117 1,916 1,415 38 5,516 3,327 78 1,574 1,074 11,891 1,391 } W WW WW W W W WW WW WW WW WW, W W WW\\WWW 3 E 39 5,362 3,214 79 1,593 1,092 18 S SHE_ 1,926 1,424 W oo �W W W W W WWWWWWW W W W WWWWWWW W W \ W \\WWWW W W W W W 40 5,458 3,286 80 1 2147 1199 1 120 3,877 2,262 _ \ W W W W W W W W W W W W W \ ' \ aW \�W %l SCOTTIR. C>?LLINS7 Lie. No. 035791 � 12/13/21�� l�5'Innrnt. E�G� z w J O U w [n U Q En ZZ O O_ .In, 0 0 F�1 Ch IL g z O Z O_ J H w `n J W W 0 <W a a 0 J COCe J a Z a o Ln Lu z Q Ii ti co f N J C H� M WN O7i 0) rn N 0 Q J J > a ® z O 1--I e _j I�-1 LLJ 0 W < Q Q w a_ n ul (� J Lu z Lu U) 0 LL J w � Q J Q O 0 CD N CID u w w F JOB NO. 112066 III _ 301 SHEET NO. 5 PROPOSED WALL (MAX. HEIGHT=6') PROPOSED 20' PRIVATE DRAINAGEEAS — — — — — — -- -- — __— -- — — ---- _— ��+50 L 10 00 — 10 F50 21+00 o — — _ / \ \ / / / \ I + _ — —o� \ / PROPOSED zo ACSA UTILITY EASEMENT_'Oo — \ \ \ \ ` / / J ` \ / \ LOT j • I I � —;-,-. ---_—_ 12+So� � LOT 120 1 MH-4 T o PROPOSED 8' SANITARY SEWE \ / / / I - - ` \ LOT 119PROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) / I I I 1 f — ` y3* _ pR% q�F !l \ \ 118 PROPOSED WATERISERVICE LATERAL (TYPJ `�°o \ TTFq y s \ \ <<Fy ,94 \ \ \ ROPOSED 8" 22.50 BEND / (V,qR Cp0, - / \ \ LOT 117 I /�� � / '0 I I PROPOSEDSANITARYSEWER _ \ W/0 , 3 O LOT LOT LOT y;+ II SERVICE LATERAL (TYP.) \` • s `�1 *So �hF \ \ 116 L 3H ° _ \ \ qSF \ ROPOSED 2o' ACSA UTILITY EASEMENT — LOT 11z / / LOT \ ` \ \ \ M H-44 PROPOSED TYPE A / I ��5 113 111 I IL III 110 109 LOT LOT MH-42 \� \ /v BLOW -OFF ASSEMBLY — — _ PROPOSED SANITARY SEWER J I.. I r \ SERVICE LATERAL (TYP.) I I I 108 10 LOT / \ .. , \�.;z. _ I l III 7 / l *o° PROPOSED io' ACSA UTILITY EASEMENT — — 106 LOT \ \ \ \ \ t—� �J I I I — — / \ PROPOSED FIRE HYDRANT. . ' �- J _ _ 105 \ M M 12+5o TIE-IN TO EXISTING — — — — — �I \ _ / s ASSEMBLY w/ 8"x6"TEE — 8" DI WATERLINE — — MH 40 _ _ LOT / \ \\ �. \'43 c y2*oo — — O -- J 1p 4 — MH-37 5 +_ S ` — 8 PROPOSED 8" CL. 52 DI WATERLINE 4 LOT PROPOSED x8' TEE— — `� ' 10 3 LOT — PSED WATER SERVICE r LATERAL (TYP.) 102 LOT / � \PROPOSED 8' 45 BEN �Xyo •/ / / .. „ ., ,,e .< w w w w w w w . w. O \ / / \ 101 LOT \. / 4 \ _,o° i / / / PROPOSED VAR. A .WIDTHCESS UTILITY, O 11+ O� 12+00 12+50.. 1 +00 w yl \ \ 100 / I _� LOT / EASEMENT SHALL BE VACATED UPON ~ F I 13+so w ` \ /' a / / THE EXTENSION OF LEEHAM STREET. PROPOSED FIRE HYDRANT �+� \ \ 99 LOT /�ROPOSED 8" CL. 52 DI WATERLINE I ASSEMBLY w/ 6"x6" TEE I — 1 w a ._\. (v '.I' 98 FUTURE o e�l�R0g0G60V\ �S�w \ \ I II e m : l DEVELOPMENT o PHASE IV m f I w \\ J / o oa sl I I oI PROPOSED8"22.5 BEND I } f a tsxsO �, O ° PROPOSED 8" CLI52 DI WATERLINE \ I PROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) I _ — — — — — — — — — — • ' kxo \ ROPOSEI AIR -RELEASE VALVE . O w i PRO/L/TER SERVICE \ \ •PROPOSED FIRE HYDRANT AL(TYI .) n —� \ PROPOSW 0) 8" ° w ASSEMBLY w/8"x6"TEE LATERTEE I-- — 3 0 s \ LOT - I I \ \ `.:.. / �• - J 197 LOT LOT LOT LOT PROPOSED 2o' ACSA UTILITY EASEMENT I I 96 95 LOT F / \ I I I ❑ f -- 94 93 t\w I I® }v PROPOSED VAR. WIDTH 92 / LOT / \ % \ \ . a x°o / E _ _ \' J PROPOSED 8" CL. 52 DI WATERLINE J : Ac I 1 91 LOT I cn MH- \ — SAUTILITY �1 � l ;. 90 LOT.... LOT 1z1 35 I $ i -- _ ROPOSED 6" CL. 5z DI WATERLINE_ 89 LOT \ � \ t� •a � ,/ II +00 10+5 � 11+ 0 1+ 88 LOT ° \ J _ \ s� s _ / I 87 LOT — — PROPOSED 8"x6'TEE o w� — �\� PROPOSED SANITARY SEWER 86 \ w/ (2) 8" G.V. & (1) 6" G.V m F _ _ — 5 a+ '' t SERVICE LATERAL (TYP.) I— - M80L0 PROPOSED 8" SANITARY SEWER- _ •• - - PROPOSED FIRE HYDRANT_ _ RIVq — --- ASSEMBLY w/ 8"x6" TEE _ TEROADIO, PROPOSED VAR. WIDTH / \ \\ PROPOSED SANITARY SEWER R/)y) �'—` / S ACSA UTILITY EASEMENT / / �\ \ w\ �J PROPOSED 8" CL. 52 DI WATERLINE SERVICE LATERAL (TYP.) -� rl_ � � w � �So l / / LpT �8'So _ / MH-45 f LOT — _ I I L 6T ' — _ I I H\9 85 LOT \ \ \\ PROPOSED FIRE HYDRANT • w ° 5 LOT \ \\ \ w� ASSEMBLY w/ 8"x6" TEE I 57 LOT / I N t \� < g4 \ �\ 58 PROPOSED WATER SERVICE � � ,, 4x°O \ _.. / \ LOT � \ I I I • `-.t� s PROPOSED 8" CL. z DI WATERLINE 59 LOT LATERAL (TYPJ w PROPOSED 6" go° BE \. /�\ \ ' �9xo w\ s • 5 \ �' \ \ \ P OPOSED F - 83 LOT \ \ / _ _ PROPOSED 8"x8"TEE ~ .: \ w ti Q — 6o LOT / �- /_ / o G.V. C1 LOT / \ HYDRANTASSEMBLYX $2 PROPOSEDSANITARY SEWER _�Q I — _ I r /\ •\,• \ s9* w/(3)8 SERVICE LATERAL (TYP.) I v+L... I . w a ' j -... I — _ _ I l 62 LOT \ \ / / tsx \ \ LOT / \ �,., / \T so I / 63 LOT w J LOT ( ;° a•' . Q _ I 4 / I m I � _ w o PROPOSED WATER SERVICE a a - I \ / / MH- 1 P OPOSED 20' ACSA UTILITY EASEMENT / \ 20+ —w w w w w L / 65 / 3 \ \ \, / 8o LOT AL (TYPJ \ \ i o — 21+00 22+50 - • PROPOSED VAR. WIDTH - A �/ tSx LOT EX MH Foothill \ I LATER I l R/ oo / 79 9 4 S° so EXISTING 20' ACSA f 0 ACSA UTILITY EASEMENT / �y/ `/B .y z IPROPOSED 20' ACSA UTILITY EASEMENT : l / / 78 \ _ % SANITARY SEWER EASEMENT I 20+ _ _ \ / / \ \ / <�Fyr�TST / 1 ! // PROPOSED SANITARY SEWER LOT 77 LOT\ / \/ s EX MH Foothill Q 5 D.6. 5075, PG. 664 T ■ ° _ \ \� .' / \ SFq 'f�C`F S / / 7____ SERVICE LATERAL(TYP.) 6 q \ 7 \ FMF T S \ / l l�� 11 \\ g — — I w — LOT \ \ / / / s I — — _ - I I PROPOSED 8'A REDUCER `" _ 12+00 \ PROPOSED 6" CL.52 DI WATERLINE / / 66 EX-MH-Foothill-9-6 a I o � -'�� / / / LOT % � � \ �.' • ! / � / / g �° I -I w�_ yy+ PROPOSED AIR -RELEASE VALVE 6 PROPOSED 8" SANITARY SEWER/ �� z.Sx �. / / / / LOT 21 0 s----s / PROPOSED • / ' " so \ \ 7 LOT ` \ \ ! H / /. PROPOSED SANITARY SEWER — II r 6"go°BEND' '.a w.. / / ! \ / & 6" G.V. _ ,. ... ' i, .., _a `w �� y / \ 68 \-\ �' / r / SERVICE LATERAL (TYP.) \ \ LOT \ � � ;� LOTzz I I : ; . `; •' ' . _ _ _ ', a : , .. •: _ w � '• `;. � � LOT / / PROPOSED SANITARY SEWER \ /� /, / / / EX-MH-Foothill-9-7 i '� / • .. •i •. � SO \\ � 70 SERVICE LATERAL (TYP.). � / / / / g / / \ /, ` s M LOT 2 / LOT 20 PROPOSED WATER SERVICE / LOT 3 / _ w �3x LATERAL (TYP.) / 1 \ / o LOT � :• . I I I I I LOT 55 PROPOSED WATER SERVICE r'. PUB(/ FRS \\``�\ / / 72 / LOT :. / I �_ / LOT 2 / //: • �� / / /PROPOSED SANITARY SEWER LOT 54 LATERAL(TYPJ '� - CROq� `` / ' LOT /� / + �� 4 SERVICE LATERAL (TYPJ / — — / 73 // /p PROPOSED WATER SERVICE/ v LOT 19 / LOT 53 LOT 5z / / / /W) w s° r 74 LOT // // N^�' l LATERAL(TYP.) O `� ! / MH 34 I PROPOSED8"SANITARY SEWER 75 LOT 25 I / \ —r(�� LOT S1 EX MKfoothill y PROPOSED zo' ACSA/l S 5 �-� / / PROPOSED FIRE HYDRANT / ' . IUTILITY EASEMENT —I� ® / / LOT 5o ASSEMBLYw/6"x6"TEE / w w \ \ / / 3 / / ��Q LOT 26 / Z Q aJm a. A/ / LOT 18 s GRAPHIC SCALE ® MH 33 / LOT 49 LOT z7 s 15 30 60 $ \ \ L u S" \ ` \ PROPOSED SANITARY SEWER LOT 48 / / \ w / .' / LOT 17 SFN%tR Fq SFh.n v / / C 8. 1997 p 2?5 _"� � \ \ SERVICE LATERAL (TYP.) 47 L T _. y / / / \ \ `\v L T \ PROPOSED �Sx / L \ LOT28 �� ATCHLINE - SEE SH�� / IN FEET > OPEN SPACE \ \__ / / / [F6 w o \ I inch - 30 n.. EX-MH-Foothill-ice=r \ \ / / / / �\ / / �\ / a / /■ ,\ ■ • / Lic. No. 035791,a 12/13/21 11� C g u m C rw V/ � 6 z Z o_ o_ � c [ 0 z w `- ,,l AA V Z J C H O r- u 5 > da W a° 0 0 � e J � Z C ti r �A in W U) z Q U C J w ° L 3 r-i N J ° 0 I --I ❑ ° 0 cib C w Q o 0o �.�/ u-40 L w J° Q o z z o Q ' 1 J 0 3 i--i — .s U W LZ° 0 U) J a _ o C V / � ° J = w w z 0 Z w z 0 LL 0 V Q .. ❑ o 0 0 0 U X N w M L Izl � ° W U O 0 w a IT) ° JOB NO. ° 112066 ° SCALE ° 1" = 30' w ° ❑ SHEET NO. 6 EX-MH-Foothlll- d=z- i/ // / \ o _ L T \ / A C SEE SH ///...... PROPOSED SANITARY SEWER 44 / / \ �•. �., ,_/ r.. M T -S\ E T J/ / / / — --------- — — ^�TH QFk17),6 HLINE E SERVICE LATERAL (TYP.) L T / \ w o % _ ,. \ / / so / !Llc TIE -INTO EXISTING 8" SANITARY SEWER%H32 42 /\\�LOT 16 / // COTT R. LINSz — - s / / \ / �\ w��6xoOPROPOSED 6" CL 5a DI WATERLINE / / //LOT 76— . No. 031 PROPOSED 8" SANITARY SEWER _ — — _ s r _ — _/ — l / // / /lPUe(�yF /PROPOSED SANITARY SEWER / / /// / SFD iZ�13�21 — — S / / / ROgO q y w a 12+5o SERVICE LATERAL (TYPJ LOT 1 / SIONnT El PROPOSED ao' ACS UTILITY EASEMENT — — — — — — / / —.—II.. • l S PROPOSED 8"x6 TEE / — --- ----Z —Z // / \\�.... w/(a)8G.V.&(1)6GV. / a WWWWWWWWW W W W W NW PROPOSED FIRE HYD\ b / PROPOSED WATER SERVICE ASSEMBLY w/8"x6"TEE / I LATERAL(TYP.) WWWWWWWWWwWWWWWWWWW�\wWWW WW�- W `\\ / /// LOTig� I F I LOT14 I �/ // / EXISTINGao'ACSA LOT 77 / o/ / \ // SANITARYSEWEREASEMENT PROPOSED SANITARY SEWER , / /_� SERVICE LATERAL (TYP.) / � o / SFD / / W W W W W W W W \ W w D.B. So75, PG. 664 m EX-MH-GlnbrfF-6-7 / x�. v ,� w �� . LOT3o LOT78 \ � W PROPOSED 8" SANITARY SEWER / / �/ s II 0 . .. .. .. A i( ° / � / / � LOT13 /�, �� SFD / a �� PROPOSED zo'ACSA� / / _ L // s / / < Ov Lp SANITARY SEWER EASEMENT LOT 31 / .° / z � > RELEASE VALVE / PROPOSED SANITARY SEWER OPOSED AIR-R�s r2 g SERVICE LATERAL (TYP.) s N z a o o XISTING STORM\IVATER W // / LOT 32 / // / // / /� s� z u MANAGEMENT FACILITY // / / //� / // /; / / / �/ �LOT10 / // �� Ln W� W / / / % LOT / / �\ w 0 < V �� MH-24 // / f s� W a m W / S J LOT 33 XISTING SANITARY SEWER EASEMENT SHALL ` W W W W W W \ W W q " (' W y / •� �`* BE EXTENDED TO THE PROPOSED VDOT R/W. LOTg LOT / PROPOSED SANITARYSEWER GREENWAY 34 a\. // / SERVICE LATERAL (TYP.)— —J �' -Q \�\ \\ ��✓� ice/ / W DEDICATION \ / ° " " W W � � REA \ O, " ( / / LATERAL(TYP.) PROPOSED WATER SERVICE , , y / LOT 1 / / W WD AW W � / ` \ \ \ W W W W W ♦ / y\ PROPOSED ESO D 8" CL. 52 DI WATERLINE/ It W WIlk,PROPOSED FIRE HYDRANT I I I I LOT H ASSEMBLY wl6"x6" TEE a W W W W W - - I-g-2 — _ _ _ — — — DI WATERLINE PROPOS DTYPEA W \ EX MH Foothil �_ _ _ PROPOSED4"CL.5 0 .. °/ �/ BLOW -OFF ASSEMBLY // / / URT ROPOSED 6"x4" REDUCER W W W r A K W I I PUBLIC ROAD (54' R/W) , // / - Lu z + 11+50 — 1 j / PROPOSED 10' PRIVATE SANITARY / 10+00 10+50 4- / .SEWER EASEMENT Q W W W W W \ \ EXISTING ao' ACSA� LOT 35 M M / / / / / J W W SANITARY SEWER EASEMENT \ W W W W W D.B. 75, PG. 664 I — — — / LO / M LL B o PROPOSED8"x6"TEE I // I I wl (a) 8" G V. & (1) 6" G.V. I / / T � / I 5 �'e / / // M W — \ PROPOS€D 6' DI WATERLINE ^ — — \ \ / CA / ` W------- --- //--_1--=-04 -1 MH a8 —5 — \ \MH ag �/ //\ LOT 8 M WWWWWWWWWWWWWW WSW N _ W W SFD � W I \` PROPOSED WATER SERVICE \\\\\ N OPEN SPACE~ I I I ROPOSED 8"SANITARY SEWER —\ LATERAL (TYPI I II II. ROPOSED 20'ACSAUT/ILITYEASEMENT \ �1 O�66 SEW I LOT4 LOTS LOT6 PROPOSED SANITARYER/ 0 SERVICE LATERAL (TYP.) 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CRAP IC SCAL W W W W WWW W W W W V LATERAL(TYP.) W Sy ` v W PROPOSED 10' PRIVATE SANITARY \ / �/ \ \. \ \\ 112066 ao 0 15 ao 60 izo 1 W W W W W W W W W W W W SEWER EASEMENT \� / FIRE HYDRANT ASSEMBLY INSTALLED S SCALE / WWWWW W W WWWWWWWWW W W W W W W W� W // WITH GLENBROOK PHASE a W 1 = 30 FEET ) W W W W W W W W W W W \. / o�� `9xo° / a-•. SHEET NO. N /Ali //nch = 30 ft. // s� s 7 PROPOSED WALL - ROPOSED WALL GEOGRID -69 PROPERTY BOUNDARY- - - - _ 68 TW 694 (MAX.HEIGHT - -- -_ _ - - - 682 W 68 TW 68 TW 5 68, TW 585 BW�85 5 TW_ 686 TW- - -686 TW- __ _ _ - - - _ - \ _ 4 5 �68o BW - - - PROPOSED 1z" HDPE YARD DRAIN SYSTEM---- 686.o0 / �� TH OF� 68z BW 681 BW 679 BW 680 BW 68z BW 684 BW- - - 686 TW= _ _ 6�o TW - _ 686 BW w/ io' PRIVATE DRAINAGE EASEMENT _ _68o BW 680 94 r 678 96 - - 9 _ _ _ _ _ _ _ 100 �684- 684.00- 95 _ 8 -O - ROPOSED ROAD DRAINAGE SYSTEM - - - - - - - - - - - 1� / \ i0+oo 10+5o G6 a+oo 11+ 0 97 99 ��' - - - - - / 1c. o. � SCOTT R LLINS� 68z- -'� - F - ���- -,, 5 _---- -_�_ , / _ 7�680 \ 68z � r � / \ 688 � / ` \ ` � ' �L' N 035791� _ _ _ - \ 12/13/21 PROPOSED VDOT STD. CD-2 - - lz+0o G8 / \ / \ \ o� 10+00- - 6 _ < �o \ \ a LOT I �/ I I \- - 69 / - _ - I W 12+$0� \ \ \ 680.00 - \ Io / \ LOT 12D > z -I Y PROPOSED i Po RIVATE \ �' LOT 11 / \ z 3°!°� L 93 I Q Q I DRAINAGE EASEMENT z3x0p 6 �g \ 11$ 68933 AR i Q w \ LOT 688.0o A 90.0o E PROPOSED VAR. WIDTH UTILITY, / z W LOT 11 88.67 E _ DRAINAGE, &ACCESS EASEMENT. ! //� 7 686.67 A EASEMENT SHALL BE VACATED UPONZ-ZJ ! o LOT LOT LOT I U.1rL I I 3/0 I 4�0 2% ° \ q<F �/ z So \\ 687.33 ]%� THE EXTENSION OF LEEHAM STREET. 3H -{- 3 O \ o F F 3x 1oz \ \ 116 LOT ��3 112 111 j I ZW I LOT LOTS 4%� CFY qR COC/ \ 68. GAR686.67 € 6°rod - I� \ 5s / 115 Q�� / p 110 ��/QTR% > A 863oFFE 5%� _ a 7933 6 8.6;77-33 GAR �` I 10 LOT \ O_ I z c0 / I I6 GAR 678.67E ER 678.67E ERI6�8.o�F ER 67800FFE I I 61 I 6 6.6 GAR 9 108 LOT I ,.3%I NFgSFM\.. �4x // \\ ]%�. 5 "\-.:.:•, - 4. .OF �` "-' 680.0o FFE 79 33 7 7 677.33 GAR 10 LOT / - - III 67733FFE 7 / l Fiy� °O. ` \ / 6%n� - • . \ g a, \ t y .. ° zA I� z 678.0o FFE 678.0o GAR 678.0o GAR 106 LOT / I l 2%1 , .ram 680 \\ i i \ Q O 9 - 678.67 FFE / \ \ / i �.. 13+ 0 - - 678.67 FFE 678.67 GAR 105 \ P OPOSED VDOT STDg CD-1 \' m 6 $0 \ ¢ 0 576- 2B I \ - 67933 FFE / %/ , \ �S \ \.ei i +00 - 13+00\ \ u I 67933GAR _ 3 / \2 \ 6� i3+so _14+00` O ---- =O U zo' PRIVATE \ -��- 0 - DRAINAGE EASEMENT _ 680.00FFE / 6' - - a x - o\ I ` \� 104 LOT 4%/ Ss \ �yxs0� s\ \ 6 cP - F xc - -+. - - z N 0/0 . ` / 680.67 FFE 3 LOT 2r > ROPOSED VDOT STD. CD-z __-_- ___= 9 .. � / 680.ao GAR. ... r o/ rk J f \ a > o -, _ / 6s0.67 FFE 102 LOT .3%l / ' oYxh `\ 680.67 GAR 1D1 • \ it ii i / ..68 0 ` HA W Z 3 w w w PROPOSED VDOT STD. CD-2 --_ / \ 2 V) w o a 11+so 12+00 12+50 i3+00 681.33 FFE 68133 GAR 100 LOT 4, z%' \ 6$Z r.' ° / / �j ROPOSED ROAD DRAINAGE SYSTEM \ \ \ \ m zo j o -F I. 9-0 13+sp \ \/ 68z.00 FF -- m N w 681.33 GAR 99 LOT 1 qE /`-�. / �6 > C6 Q c `J 4+00 . d ,� \.... 68z.00 FFE / ri' � � \ 66 / \ �� 6 \ \ - I a' Q w O 90 / \ 0.. \ I w� 68z.00 GAR 98 G 11/ F l O J \ --- O m " - A N _ , w • 68z.67 FFE ri �o °� A 2 Q y L c 4xS0 '� \ 68z.67 FFE / y O 5 \ s9 / --- _ a o aye KR/p \ - w pp ti �p� / PROPOSED zo' PUBLIC � � w w o - - - - - - a � / DRAINAGEEASEMENT FUTURE > DEVELOPMENT /Lu / II I 1 I ROPOSED VDOT STD. CD-1 �� 4 I / \ '•: PHASE IV \ m \ E 673.67 FFE I •,I. 673.67GAR i 2%I OI 1II I �� \\ ° 64B � \� \ +a- ` co PROPOSED 12" HDPE YARD DRAIN SYSTEM \ N I I \ \� c L I`• I II /io'PRIVATEDRAINAGE EASEMENT _ �� _\ w e / 0 0 72 674 \\ \�\' \ .. I z \ _67' A �\ ! \ \ w... \ 6 / / 0 o f z. G z% I I �I - - / I ds y. \68 w O a 0 w � PROPOSED VDOT STD. CD-2 • . \ � •. \J - c Ln 673 0 \� \ o. _ \ 80 \ / �- - .. •...: .. ...: .•,...: •,°._ � � \�� � o °. 61. \ \ / •'<" \ / / � 6 F I;I I I _ � --, I I.I I - \ ry \"SO.. \ YL9 671.67 GAR o {. I I LOT I L -° -- c a , 672.33 FFE �° I : {' , I :. I LOT y v A J LOT LOT _ v 606 / C7 67z.00GAR 96 95 LOT I I / \` ____\ \ \\w // S� �R - c 3 671.0o GAR z Y E 67z.00 F1 I 6 z.67 GAR 94 93 I \ ' ' \ 'I o " 673.b7FFE 7 /. / O $ 671.6ZFF 6�3.33_FFE 67333 GAR 9z / \ \' X / ---- -- CSi � 0 z •I + -{ 74-ooFFE 67333GAR 6 ooGAR I r LOT / A o 671.67FFE � I.` >` I/N p E 7% 6°/a 14.00 FFE 674.67 FFE I 91 J v) 7, I I \ I _ � o 121 6 o PROPOSED VDOT STD. 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LLJ I I_•.I 6 7F Ij11 `."]8 7z - I / 673.67 FFE 673.67 GAR 6 LOT\\ // S\/SOS\ �� 8/0�:. \5.o8 FFE $1 �.. \� -:57. 19xs 25:-� W 0 �21 ,/� ( a ' /, '_ .... f _ _ _ 67433 FFE 673.67 GAR 6 \.� ` a.\ 67z.67 GAR LOT ..5 1.17 t \ \0'+00 6�' �.N,. ..0 �.J / PROPOSED zo' PUBLIC 4 LOT / s o 6 z FFE % Z \ I a 6y { \ DRAINAGE EASEMENT 6 FFE 7433 8/o f 4'4 w w 6- a �__ / � 7433 6 GAR PROPOSED1z"HDPE YARD DRAIN SYSTEM z1+0o zi+so + 77 - _ _ _ 67433 G R / R/V �tif.. zSx 8% 67z.00 GAR 66g.o o _ � 1 � � � > O 6 FFE LOT w/ 10' PRIVATE DRAINAGE EASEMENT o - T LLI _ 0 I 6 .3 F "III •° / N 66 --- PROPOSED ROAD DRAINAGE SYSTEM ` 5.0o �q o I l / 73J5 o o E • z PROPOSED,VDOT STD. 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HEIGHT-3') p 70.67 FFE � � LOT 44B � �• / LOT 2 / ;: � / r / / 65aoo FFE / / CV �•.�� a � \ / \'� 666 669.33 GAR LOT - l ,i <u a 66 67 GAR , "�: I \ - 664.17 GAR \ \ ` w PROPOSED WALL ° ". °; 66 670.0o FFE \ 73 / �/ O Q °. �. 670. / .PROPOSED 1z" HDPE YARD DRAIN SYSTEM 67o.67 0 665.83 FFE 664.17GAR LOT 53 / \MAINTENANCE EASEMENT 3BW 66g.33G,4R 74 33 FFE / _ w/1o' PRIVATE DRAINAGE EASEMENT LOT 19 / \ z 6D 655.0o BSMT w:z 670.0o FF LOT w I 7 665.83 FFE 66 8 GAR LOT 2 / ]%/ : .. • I �/ 0 655.00BSMT 4 3 5 / �.` '� 3x 668. 7GAR / `.. /i w I 66 .5o FFE C9 LOT 2 / 5 664.83 GAR O / 5% 7 \ w �, v 66g.33 FEE 75 / / _ 66 6 70 67 GAR / - 6 655.07 BSMT / T rr // II''''�� I _.... _ 665.5oFFE � � ]oD •. • :; : w \ 4x00\ \�,\� ;.. 8.67GAR / / � � . ]%/ 6 0.33 FER / •".. / � /_. 6�i.33FFE / /// �/ /' V o I-/655.67BSMT LOT51 \ / / _ °-'• 66g.33,FFE l� Q, / ROPOSEDVDOTSTD.CD-z / / b F- S __ / / / ROPOSED VDOT STD. CD-2 / / c0 / / w o PROPERTY BOUNDARY s ----_ 66 I / o w '�" 666 oo FFE LOT 50 / / 5°!0 _� - 70A PROPOSED VDOT STD. CD-1 �� / / Q LOT 26 xh LOT 18 = o - _ / o ° • 70 v / / 16,. \ 669.00 GAR 50B ry "/ / / / a too I 656.17 BSMT 666.00 GAR / 3�1 � � 24 p � � i C� . 8% : 659.67 FFE / 7% / / / / /� JOB NO. "°, 6 0 6 GAR / GRAPHIC SCALE a - / / 666.E FFE / w sod / o ® -- S ` _ _. J/ / 656.83 BSMT LOT 49 // 40' / '\ / 42 \ / T z7 / s / fjj1.33 FFE / /l �!/l� L 112066 ,00�1S ----- �� �� 6 6.67 BSMT 66 GAR 6¢ / \ \ zo�7 \ a - w\ 8/o LO g /. SCALE 0 o u ao /' so o z _ _ r \ \ L !- 656.63 FFE LOT LF$ 6' L T \ 2 \ \X /' / PROPOSED 20' PUBLIC DRAINAGE EA MENT L^ LOT 17 7 / // 1�� = 30� c s \ �}7 -- - ��S \ 666.00 FFE / 664.67 GAR L T o _. 1 / H / / / / / / SHEET NO. n ( IN FEET > OPEN SPACE ��,� \ \ 6S 6S6 65 656.17BSMT 66533FFE G6 L T 4!°� • . w SxoO I \� LOT 28 / ATCHLINE -SEE SHEE g / 0 ` F __y 61 -GAR ■ ■, ■ l Il I 8 0 1 inch = 30 �. _ 664.0o AR \ 66\ 40A o�- - ---- -- -- --- ----- - � ` -� � � \ 664.00 AR � - \ � L T \ / 64� q 41, /o� y\ 6g.00 FFE / / o % / / ,� �• 7a ATCHH� T /\ VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT \, / 66y.00 GAR � / � . _ / `r / 7,b.67 GAR � � \ \ TI� x\ / / � o / T THE ROADWAY FROM FLOODING OR DAMAGE. OFTI 43 PR,�O�POSED ROAD DRAINAGE \YSTEM w b g \ _ _ _ / 663.33 GP oo FFR 42 Jar// /-- ice• .. _ / �\H, 4 �`�� / LOT 16 - / 569/67 I ^� O SCOTT R. LINSZ 66y.00 GAR // J \ y I l l \ �O ®®®JJJ/ s*oo / 6/a / / / LOT 7 U Lie. No. 035791 � PROPOSED WALL \ 66, 64 y PUe s� 7 f 6 o.67GAR / / / \ 0 12 13 21 AINTENANCE 39 / '� RO �� I / 1.33FFE / 1 SFD _ c IN EASEMENT - tiu y qD/S4 / l l �� �•� LOT 15 W W W W W W W W W W W W W � _ m 71-33 GAR - - - ---- -- --- - �. / 670, I / 67.00 FFE o' PUBLIC DRAINAGE EASEMENT V D z . I, -- - - - R E LO I OPOS _ / \ -- - -- -PROPOSED WALL _ - )/l/ 1 / \\ � � I � I I LOT 14 PROPOSED SWM FACILITY, -- -- HEIGHT=3) _ /� f� / / / \ MAINTENANCE, & ACCESS EASEMENT---- __ (MAX / I I I O ROPOSED VDOT STD. ES-1 LOT 77, / -�673.00FF /• I/ I O • I l \ 66 B l i i l �� SFD �/ / z - - - A PROPOSED VDOT STD. CLASS A . RIPRAP OUTFALL -_ I / / 3 7 8% - \ / PROPOSED 12" HD DE YARD DRAIN SYSTEM - - � / EOTEXTI E FILTER FABRIC UNDERLA MENT / w G L TE B Y - I LOT 30 I I J w/1o' PRIVATE DRAINAGE EASEMENT �� (L-17 a W1-g' Wz zo', D-i.5' MIN.) LOT LW�78 _j � Q uo �� - - - -- - I SFD 7 67 / 13 (n %6�m 7z.33FFE I/ /8% . u PROPOSED SWM FACILITY, y z.SoBSM 4% / _ I 67z.67GAR / ��� / / Q 17 V�� MAINTENANCE, & ACCESS EASEMENT LOT 31 / / G 67333 FFE / s� �� En a5 Z> u w g z LOT 32 _ I / / / s z u XISTING STORMWATER / PROPOSED VDOT STD.cD-� o w M NAGEM�ENT FACILITY /� / / / /. 71.00GAR/LOT / / LOT 10 / > os - 671.67 FFE/ /-/ /� �a. ✓ 0 / / s� W p W } % / /%.. _ 673.00GAR / s Q 661.83B 4 _ O / 6 z.67GAR - -b73,FE /. �... m A �� A V AAA ` `., - /-/ y l t l LOT '/ i/ /. o G�u/ / 6 33FFE / / / 7E / /.. Ce Q w \ s Q °cP ,\ \\\\ \ `\ `\ w � \ 'W /" r � l,r/ 67 .33 GAR .l •cp I �/l w..1/u /� \ /l / / / l 8%�l // �. .00FFE/ / LOT \ W.17 ` - °f,- , l� \ M 73.67GAR / // �� ` / \ .�. .. .. .. .. W\� r � / / / •..//. / / +. \ 6y3.67FFE � \\ \ � \ � \ ,.. ; / �� \ LOT 34 L °/° / / /° / / � ' • \� -\ / � / / ` i/ WW� GREENWAY W � �� �� `� `� � � i'� / l / .;,;,� ,� I / �� o \ �j�// s � I DEDICATION\a W \\ /67o.33FF � 0 r/-.`. •'j : LOT1 / / / / / o/ 7 �0 671.00 GAR 671.67 FFE PROPOSED SWM Fi % / / � _ • MAINTENANCE, &ACCESS EASEMENTPROPOSED zo' PUBLIC DRAINAGE EASEMENTACILITY, o NI I / / w I LOT 8 - ROPOSED ROAD DRAINAGE SYSTEM 6 6673-oo GAR .6 FFE / // / N 38-B CD \ \ V \ W ® ( V PROPOSED VDOT STD. CD,z I 0 4 - - o \ 1 � - -,PROPOSED VDOT - - i o 38C rPROP STD. CD-1 12+00 / - - - _ �= / 8% a ll 38 �.- a S � T-- io+ool L9 p 10+50 11+00> �o iz+ o \ \/ _ Q - i- + - }-URT / / rn L T35 �� �I I ii ,� BARKLEY � I W CO M FFE 7 i I ��\ ROAD /f/ / 668 0o AR I �� M-��M M 66, M „i PUBLIC ROA IW) I � � .. �II ,, I• 5-sS.' _ 38D: \ T5 _ o. II r= -5 -� V\./A/ / Y3GAR. 16� //// / f M 658.8365T % LOT CT) b70.3 CV LO � T8A\ SFD CY) H� xWW OPEN SPACE \� \ \ \ o _ _ -- AR \\ \ \ .. -. 6 I II I \ 67o.00GAR I I� _._.67}'ooFFE // io N PR PLOT 36 T STD. CD z 6z I II I _LO-T- 670.67 FFE- I O I 664.00 GAR 4 \ LOTS I I I. LaOT 6 \ �j PROPOSED 1z" HDPE YARD DRAIN SYSTEM 6% 04 664.67 FFE I u _ 664.00 GAR \ \ I \ / �j \, w/ 1o' PRIVATE DRAINAGE EASEMENT ` N - - I I _ _ - - iv54.83 BSMIf u o tl II t 664.67 FFE \ \. I I / PROPERTY BOUNDARY ' 5+° it Q I // �,� ��' 'HORIZONTAL SEPARATION REQUIRED I u OI - _ \\ \ I / A ��$rj > O Z \,�} BETWEEN WATERLINE & STORM SEWER � �� � � III _�� � � _ � � � I I // � SFA � Q 3%I A� 6� II v v \ v I w z I� _j > w LOT37\ ii I ICI \ // / \ \ ® z A661.00GAR I �o I c o LOT31 �� W LPL < 651.67 FFE to I u i°n III 661.33 ryA/R "\ \ / \\ LOT 86 - - ■ I 651. SMI� - I n O_ .* I F ' / \ / a Z w r J 0 66z.00 FE i �A 66z.o9 / _ _ I SFA O \ - - - - WW W- ROPERTY BOUNDARY� � Q _ I -A .6 PROPOSED 12" HDPE YARD DRAIN SYSTEM D_ \ \ Y W L038 3oA w/1o' PRIVATE DRAINAGE EASEMENT / LOT 87 / 659.io GAR I\ g 306 V I I LOT z // \ / Z 659.67 FFE I + I \ 659.. n GAR 4�/ \ \ �/ SFA L u Z 3 BSMT v, 6 6 FFE \ LZ ul \ Wu in lro 6 t• / - PROPOSED VDOT OT S\TD. ' CD-1 / � L~u W W`� -LOT39A 0 657.67 66LOT3. GLENOOAT 658.33FAR o O�RK OJ AC U) 6.8.- B MT L_L \ 6 W i � - W W FOOTHILLS - PHASE 11 A_ . .A V PROPOSEDROAD DRAINAGE SYSTE / / 3% \� )/ G 6 LL Q 5' HORII`ZONTAL SEPARATION REQUIRED / \ \ BETWEEN WATERLINE & STORM SEWER \ / Q RAPHIC CAL / . \ . �. L T 4Q \ \ z� ��' I ° / / H so \ / 0 15 �o / so I I I I o I W . W W \W W . W w W �W �. W w h� \ \,. 657.6 FFER \\ \ 'f\ \ \\ 4. 00 / / \ \ \ / / O ` - \.. \ 6y7.83BSMT / ..��\ �..��\�CAI M�y� I W W W � 1 ; \ ( IN FEET ) / / - \ �. .� . i / �` 30/3W 1 inch 0 ft. eS7.67 33 F ER \ CONNECTION TO ARBOLEDA DRIVE / 1� �� PROPOSED WITH GLENBROOK PHASE z / V v 647.5o BSMT \ 11A w .�A�� LOT41 o �� j 5 / a JOB NO. CONNECTION TO ROAD DRAILn NAGE SYSTEM 1 12066 \ INSTALLED WITH GLENBROOK PHASE 2 66 - \� y� - - \ - i EX-14 S / A \ SCALE \ \ \ �p� SHEET NO. WWW W W WWW - 9 GENERAL CONSTRUCTION NOTES FOR STREETS: Table 4: Pavement Design VDOT g ( Pavement Design 9 Guide) NOTE: -ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. _ - -- -A 2" BINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC. 3 _ R/.gFFygM ! \ 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF THE SM-12.5A MAX LIFT THICKNESS IS z", THE ADDITIONAL LIFTS MUST BE PLACED i YEAR APART PER APPENDIX III OF p 0x FA<LFV COVRj \ \// COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. Pavement Design THE zoz8 VDOT PAVEMENT DESIGN GUIDE. p Up TO$z VqR WI, \1 1 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. g LIST °} LOT > qOT THI \ 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 RF= 1.0 , DU, \ PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. w WE i LOT I / 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp r Q ' L - O ° I❑ DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. ADT a LOT 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. P= LOT ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. 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 - OT 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. Arboleda Drive 1000 0 1000 5 5 14.43 SM-9.5 2 2.25 BM-25 3 2.15 21A 8 0.6 15.75 -. - - 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 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 - y 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY 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 IU� �I ° ADHERED TO. I I I_\ ®/ 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING Humboldt Street 308 0 308 5 5 10.33 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD 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 NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR 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 1 p v a 9 s °T DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ` o I / 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. Leeham Court 0 132 5 5 7.38 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 w °of Or 132 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 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 ? RI ArFRogT 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO uP10ROOgp° R/W) INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 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 ROAD NOTES: are in accordance with their standards. 56 „ LOT LOT / 1 "=2" SM-9.5A 7 LOT 6a GRADING PROPOSED 1" OVERLAY SURFACE COURSE 1. THE LATEST EDITION OF THE ROAD &BRIDGE SPECIFICATIONS, THE ROAD &BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS EXISTING oVERLAY - SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. PAVEMENT ' - 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE 3"-4" BM-25 I 5 VPD l` NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. EX. STO L INTERMEDIATE COURSE °T SUBBAS 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT coMPBBrED \ \\\j\�/��////�'/\//\\ FY " / 6"-8" COMPACTED AGGREGATE DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. SUBGRADE % BASE COURSE, VDOT #21A RogD "A4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. U. To r541R PuecAo DRAINAGE ASPHALT PAVING - MILL/OVERLAY UULTIMATO21BDEPENDING ETRAFFIIC LIMITS��/�/�\�i��//i��� i�D/s�/�//�/i�ii i��3q�' 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. NO SCALE /� u= AND UNDERDRAINS Lo D °'° 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3 ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE a10 �MgoR�F � ❑ LOT LOT / Lm � P - / m � R / mr Lm UA q(( Sj re m* ro Fyrzp, FF � / A F° Lor as LOT=s � Z C miss mne !a OTT Lic. No. 035791,E p 12/13/21 ��j �L C m Ln L d ZZ C C OF a z ' g 0 Z J C O H U Ln o w 0-6 p PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. SUOBGRADED Jc °'<E ❑ = �`� a� °* LOT W °C C) m 3 i 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS LOTe / / AF r OT„ SFD L_ NATURAL WATER COURSE. 2" SM-9.5 / " OT¢E / / \ J C PAVEMENT SURFACE COURSE ASPHALT PAVING - ROADS ° 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, 1" BINDER INTERMEDIATE COURSE NO SCALE �-�� /. �i»Mp LOT7 w o THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. y \ �o SLID 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 7" 2T-A ` > C 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE COURSEl/��%//�////%/ `' ' w BASE. COMPACTED 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION SUBGRADE 4" COMPACTED AGGREGATE BASE'' ' ' : \ ` °T3° OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ASPHALT PAVING ALLEYWAY .. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. COURSE, VDOT #21A 2" SM-9.5A ..................... 0T3 EDT„ 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. NO SCALE SURFACE COURSE \ o 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 00.3 GAL./SQ. YD.). �// / / / \, ` 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 77/7 \/\ :.............................. . \ c � o 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE (VARIABLE WlD1H) PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY ViRGINIA DEPARTMENT OF TRANSPORTATION MAY NOTE: CONCRETE SHALL �/ //;\ N ° I ` L / / LOrs °o BE LOCATED WITHIN THE STREETS RIGHT OF WAY. BE 3000 PSI AT 28 �` \ �� 4" CONC. DAYS OR STRONGER. COMPACTED 5' \� \ 1 -EDT / F a J / /LOT,. 7. CEO o ... � m ALBEMARLE COUNTY SUBGRADE GENERAL CONSTRUCTION NOTES \��\/\/\ t ..' .; y\ %� -- - - - J :: °r CDC' RT� 1. PRIOR TO ANY CONSTRUCT/ON WITHIN ANY EXISANG PUBLIC RIGHT -Of -WAY, INCLUDING CONNECTION TO ANY EXISANG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (WOT). THIS PLAN AS DRAW MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF CLASS A -TYPE 1 GOW-MAINTENANCE RKLEYVIZ •n\,� n i - ... a .: ` ❑F PUBLIC ROAD (54 RIW) a" 21-A STONE BASE PEDESTRIAN PATHWAY DETAIL � � � `°TEE 11- 57 ADT ,° CONCRETE SIDEWALK No SCALE - �� i _ l THE PERMIT SHALL GOVERN. NO SCALE 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND I \ STANDARDS OF WOT UNLESS OTHERWISE NOTED. �,\ / Q 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE • \.. - �\ / C APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING LETA °T3 / a [A - OR OTHER coasrRucnoN TRIP GENERATION CALCULATIONS �I I� o �, r - NOTE: PROPOSED LANDSCAPING TO - SCALE; 1"=TOOT I 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERALIZED, SEEDED, AND MULCHED. unuzE OUTER 3' of PLANTING smlP S°�' I 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, I PER 3' CLEAR ZONE REQUIREMENT I M 3 LESSER SLOPES OF 3.' 1 OR BETTER ARE TO BE ACHIEVED. R/w C/L R OTEE\ °, / LOT O TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION Of cc-s cc-s I II _ / / /\ OF N J THE COUNTY ENGINEER, OR DES/GHEE, I IS DEEMED NECESSARY /N ORDER TO STAB/UZE A �U� 4" CONCRETE 3: cuRe & currER POINT OFFINISHED GRADE CURB & GUTTER 3• 4" CONCRETE �VY� (1oTH EDITION) / n DRAINAGE CHANNEL. / SIDEWALK CLEAR ZONE , �I CLEAR ZONE SIDEWALK ` 3v \ zo SINGLE FAMILY DETACHED UNITS CODE zio OTS, M > 7. ALL TRAFFIC?0LDE CONTROL SIGNS SHALL CONFORM NTH THE NRGINIA MANUAL FOR UNIFORM 7RAFflC I I I-z-I SURFACE I-Z-I I- l 3� EXIST. GRODND ( ) EXIST. GROUND 2$ 2% 2z 2R Too SINGLE FAMILY ATTACHED UNITS (CODE z o):.::..?� \ \ \ 1 / o CONTROL DEVICES. -- � --, 3 , B. UNLESS OTHERWISE N07ED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 3,t 3'T zo MULTI -FAMILY APARTMENT UNITS (CODE z30) 6. PLANTING .-.••.: 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS STRIP 6' PLANTING mn° FOR THE CONS7RUCnON INDUSTRY (29 CfR PART 1926). 4" VDOT 2fA 4" Dor 4" UD-4 4'" UD-4 UND GRAIN* 4" T STRIP 4" VDOT 21A / STONE BASE s 1AA£ UNDERDRAIN BASE SUBBASE s 11A STONE BASE TOTAL ADT: i,o67 VPD (534 ENTER/ 534 EXIT) '.:.:.:. \1 \ 1 pD EXIST. GROUND , s s Bess£ EXIST. GROUND / TOTAL AM PEAK: 70 VPH (17 ENTER/ 53 EXIT)>';: ��), / N BIKE4LANE (TRAVEL LANE) (TRAVEL LANE) BIKE 4LANE E 5 1 TOTAL PM PEAK: 87 VPH (55 ENTER/ 32 EXIT) NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT 36'F/C-F/C - ARE PROPOSED TO BE STATE MAINTAINED: 61' ` R/W _ I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. TYPICAL NEICHBORIIOOD STREET SECTION (61 ' R/,YJ I > LL N ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE PARK RIIIGE DRIVE (PUBLIC ROAD) LL.I a J BEING COVERED. 0 iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE CS-SSAR RESIDENTIAL & AfIXED USE SUBDIVISION STREET DESIGN SPEED.' 30 .ifPff J a o PLACEMENT OF ROADBED BASE MATERIALS. *NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE I /1 v / a iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, PROPOSED ROADWAYS ARE GREATER THAN 1000 VOID7 I % L J SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. W I --I v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE LLI LL Q ° APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, o FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. GA R/W ON -STREET PARKING R/W O �� WQ A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART ONE-BDE ONLY �` � STREET INHERE IN DNS J H1 OF THE FINAL INSPECTION. I I _ TIREPUN SNEER) vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR I t/!'t'E �� 1/�'1' EXIST. GROUN I R/W C/L R/W EXIST. GROUND T/a_T' T/a,: t 3• 3 TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. Z Q LU "� a POINT OF viii. FAILURE OFTHE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE 5' KIDE CONCRETE CURB & GUTTER CG-6 5' WIDE CONCRETE R f = / /1 n FINISHED GRADE CURB & GUTTER L 1 ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS SIDEWALK SIDEWALK \ T CURB & OURS 4 / 1 V / ° NOT BEING ELIGIBLE FOR STATE MAINTENANCE. EXIST. GROUND �T 2E 2X SURFACE2x 2 3,T EXIST. GROUN EXIST. GROUND �EWAIX PLANTING SW GUTTER TRAVELWAY TRAVELWAY CU71LR NAMING STRP ,yN t Izs 12s' 25 T EXIST. GROUND T V PLANTING 2 O 4' WOT 21A STRIP .C'.;..,_' 6' STRIP NG 4' VDOT 21A \ � o POINT OF I P for 4 2 T STiXVf BASF 7 F CG-2 C STONE BASE 2 54' R/W L- R� CURB FINISHED GRADE & G R/W EXIST, GROUND I D w�" 6 5 DUO EXIST. GROUND A CURB & GUTTER 5 G TYPICAL NEICIIBORhFOOD STREET SECTION (54 R/W� 1/4• I' (TRAWL LANE) (TRAVEL LANE) TYPICAL PUBLIC STREET SECTION J o 24 F/C-q'C .4"OLEDA DRIVE, RYERS WAY, BARIfLEY VIEW COURT, & ANLEE ROAD (STA. 11-A50-14t50) - PUBLIC ROADS Ul CO J � R/W 61FE-SSAR RASIDA'NTIAL (4 d/IXdD GSA' SOBDIVISIOW STRA'AT VRSION SPAW0, 25 jVPf! Hi Z 4' T - A UM ONA' SIOA' ONLY ;%° PAR 4 2 T TYPICAL NEIGHBORHOOD STREET SECTION (49 R/#rr NOT TO =4LA' w = w BASE 1n' 10' B LAW&AAf STREET (/PUBLIC ROAD)L1_I 0 (TRAVEL LANE) (TRAVEL LANE) 2'A, z,5' CS-SSAR RESIDENTIAL &" AlI,YED USE SUBDICTISION STREL`T DESIGN SPEED.' 25 AfPfl z 20'F/C-E/P NOTE: NO ON -STREET PARKING PROPOSED. 30' PRIVATE ROAD R/W TYPICAL PRIVATE STREET SECTION - 30' PRIVATE ROAD BUAfBOLDT STREET (STA. 11f00-13f92) - PRIVATE ROAD 15 AfPlf DESIGN SPEED NOT TO SCALE R I C/L POINT OF Po 000q� G{Mb° � �po°o 00 CV-2 R/w CURB C/L I POINT OF CG-6 R/W qpT 451AVE BASE 4.MT.. STCIAE FINISHED GRADE CURB & GUTTER 21A io' 10' BASE i 0.5 (TRAVEL LANE) (TRAVEL LANE) 1/4" I' 20' F/C-F/C 23' PRIVATE ALLEY 4' WOT STW 21" '� ► ' TYPICAL PRIVATE ALLEY SECTION - 23 ' PRIVATE ALLEY BASE 10' 1o' ANLLE ROAD (STA. 10f00-11,450) - PRIVATE ALLEY 1' ^ 5 (TRAVEL LANE) (TRAVEL LANE) 1' 15 MPH DESIGN SPEED zo' yc-E/P 25' PRIVATE Auer NOT TO SCALE TYPICAL PRIVATE ALLEY SECTION - 95' PRIVATE ALLEY BUAfBOLDT STREET (STA. 13f92-16f 95) f _4STINCS COURT, & LETHAAf COURT (STA. 10f00-12f60 & 147120-157O00) - PRIVATE ALLEYS 15 AfPlf DESIGN SPEED NOT TO SCALE R%W CG-2 C/L POINT OF R' C CURB FINISHED GRADE G-6& GUTTER 114� i' • °dH6 ^JUd �PPOP oP ^@b6 YWp APO°o ro o� �°PP° w P� ' sTavET cc 4 2lA�l BASE S I 10' 10' 1' 05 (TRAVEL LANE) (TRAVEL LANE) PARKING 1 38' F/C-F/C 41' PRIVATE ALLEY TYPICAL PRIVATE ALLEY SECTION w/ PARKING - 41-' PRIVATE ALLEY LEEf1.4Af COURT (STA. 427L60-14f20) - PRIVATE ALLEY 15 VPfl DESIGN SPEED NOT TO SCALE CO -6 NCTES: 1, THIS ITEM MAY 11 PRECAST CR CAST IH PLACE NOTES' 2 CONCRETE TO BE CLASS A) IF CAST IN PLACE 1, THIS REM MAY BE PRECAST °R CAST IN PLACE. TWO PSI IF PRECAST. y. CONCRETE TO RE CLASS A3 IF CAST N PLACE, U.UBB HAVING A RADIUS OF AGOFEET.OR LESS (ALONG ACCO PSI IF PRECAST. FACE OF CURE, WILL, BE PAD FOR AS RADIAL CURE, 3. COMBINATION CURB 6 GUTTER HAVING A RMWS A.THE DEPTH OF 'URB MAY ED REDUCED AS MUCH AS 3' OF PER FEET OR LESS (ALONG FACE OF CURB)SHALL 0'- DEPTHI OR INCREASED A MUCH AS T'(21" DEPT'1 BE PAID FOR AS RACIAL COMBINATION CURB A N ORDER THAT THE BOTTOM OF CURB WILL COINCIDE °UTTER, WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH ISTOBE 1FO AS SHOWN NO ADJUSTMENT d. FOR LSE WITH STABILIZED OPEN -GRADED N TIE MICE BI) IS 70 ED MADE FOR A DECREASE OR AN INCREASE IN DEPTH. DRAINAGE LAYER, THE BOTTOM OF THE CURB D CUTTER 5qq�� BE CONSTRUCTED PARALLEL J L f" R S. GO IS TO BE USED ON ROADWAYS MEETING THE TO THE SOPEbF` SVBBAR CO"t5E5 AND i0 THE DEPTH °F THE PAVEMENT. AEOUREMENTS FOR GO AS SHOWN IN APPENDIX A OF THE NOT ROAD DESIGN MANUAL. ALLOWABLE CRITERIA FOR THE USE OF IS EASED ON ROADWAY CIN 4" R APPICANRON AND DESIGN SPEED /5 SHOWN IN APPENDIX A ROD ENDEK OF THE VOOT ROAD DESIGN MANUAL. 6 1 SURFACE g„ SEE NOTE 4 11 s D. o M D o D o 0 BARE , o A d A 7 d " n D I, D D a O _ THE F.TTOM OF THE CLRD AH. SUMASE GUTTER MAY RE CONSTRUCTED PARALLEL TO THE SLOPE Cf ❑ 6' 3'-0' SUBBASE COURSES PROVIDED A I• T MINIMUM DEPTH OF ]" E,y s MIAHTAINED. N r,-V' RADIUS THIS AREA MAY BE CONCRETE AT TIRE OPn°H OF THE CONTRACTOR SURFACE t9" MIN MAC. BASE \L�.a�'� `U­ ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION R. IFFEREN6 STANDARD 6" CURB REFERENCE COMBINATION 6" CURB & GUTTEP ,os RELLB/O6 SDI 50] VIF4110A DEPARTMENT OF TRANSPORTATION 2°L01 VIRGINIA DEPARTMENT OF TRANSPORTATION O w z Oo J w N y LL � 4 4 Q O 0 ® O O N N r z ULU J E V U W N � = O d � U JOB NO. ° 112066 PET SCALE AS SHOWN o SHEET NO. m rn 10 t 1' CIX,PRESSCN . 3/4' MALE PIPE COUPLING GR AvvxovED EQUAL ' TYPE ' SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL WERGES OR DUAL RESIDENTAL AND IRRIGAPON 3RNCES. E4 PETIT TEE NOTE uo SWEATED rlTnxcs z' DUAL SERVICE 2 I- COMPRESSION ",/4' MALE PIPE COUPLING US APPROVED EQUAL I- TYPE 'R' MET 0111. FBIUSE BE DETACHED SINGLE FAMILY RESIDENTAL SERVICE 'MASKS AN IRRIGATION METE Is NOr PROVIDED. SINGLE SERVICE NOTE I) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON TO _ ENVIED canDE ID'-,5- DECIDINGIII .ALI METER VALW I NTEi e0x [r) 36' MIN. _ CAREFE.ETTER 19 BEND COUPLIUI as 7111 - I I METER CGRPORATIOH STOP BRICK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A SEWER SERVICE LATERAL CONNECTION NOTES: 1. 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". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVE1/72 OF 3 FEET. LT EATED FINISHED DROUND MARKER PLUG END OF - MAIN LINE -T I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES Q SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I Q 1 INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK \, 1 LJ a \% I _J A SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL FOR ALL BENDS FOR TEE OR WYE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND WIDEN TRENCH TO THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF ACCOMMODATE #68 STONE. HOR IF REQUIRED. 45' m'" BEDDING AS AM4 FOUNDATION IN POOR SOIL UNDER -CUT CONDITION REQUIRED I - MIM14 4 I INITIAL BACKFILL 4 MI T UNSTABLE B" e" B" B^ SECTION 1-1 SOIL MI MIN. MIN MIN. -GRANULAR FILL AS ,. 68 STONE T I APPROVED BY ACSA %{`'` ST L d CK STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.1,10 ROCKS LARGER THAN 6- IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 5" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5 BELL SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEE CU.YD. (FEE CU.YO. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 221/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0,15 11 1/4 1.50 2.00 2.50 0.10 90 3.56 3.16 3.21 0.48 B" 45 221/2 2.66 1.66 2.66 2.16 2.77 2,69 0.28 0.13 3.18 2.91 2.6fi 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 tO" & 12" 45 3.33 3.58 2.95 0.43 3.63 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1,83 2.33 2.84 0.18 ASDA A38 AND HER NUT ASTM ABBE (1YP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" SIR SOIL (TP) ALL -THREAD ROD WATER MAN x VALVE -/ - rc 3 24"MIN UNDISTURBED EARTH ELad ARE'-''-.-,•.") �CVSS A-3 CONCRETE MIN e" CATION UNDISTURBED SEMON NOTE: 1. ALL RODS AND FASTENERS SHALL BE GNEN TWO COATS OF ASPHALTIC PAW AFTER ASSEMBLY. 2. CONTRACTOR SMALL ENSURE THAT THE COLLAR BEARS AGAINST UNDIMMED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH MOTH IS LARGER DURING CONSTRUCTION THE COLLAR DIMENSIONS SHALL INCH HOLES SHALL BE DUG OUT IN ALL CASES. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES EASE ACCORDINGLY. SIZE, DEAD ENDS AND AT VALVES. DUCTILE IRON WATER 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL RE POURED ON APART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES PONSIBLE TO THE VERIFY THE TYPE &SIZE OF 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS. MB CONCRETE THRUST BLOCKS R9. W-3c NTS FIG. W-2 NTS Fig. W-3 TO-8 TD-2 TD-3 rAIX Corr lE wtwagv 3DMI1• MAG; LMN .RIM -!#SAW AWIILT LAT9B _ fVLPr® MARTUT LAYF16 ---Ellli,N4 sEm1Aa E]KPpYn wCOIL¢ 24 ____________________ 8"MIN maILTD weGWDE EMBEDMENT CONSTRUCTION JOINT DETAIL SPRING LINE OF PIPE u' rVARIES LVE BOX 4" DIAMETER BRANCH MINING BACKFILL SHALL COVER LIFT NOTCH AND VALVE CONTAIN ROCK MATERIAL 14 1/2" GER THAN 5" IN ANY 12 3/8" M.J. PLUG :NSION 12 1/2" TIAL BACKFILL* " LIFTS) THOROUGHLY COMPACTED WATER BY HAND OR APPROVED MECHANICAL TAMPER PLACE 5' GALVANIZED " 'WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS NOTE: HYDRANT MUST BE AS DIRECTED. MARKER LOCATION MAY BE SUBJECT EQUIPPED WITH CHARLOTTES- ;f TO HIGHWAY DEPARTMENT APPROVAL. VILLE THREADS WHICH IS THE LOCAL STANDARD. FINISHED GRADE LENGTH OF BRANCH VARIES (2 MIN (22' TO 10' VWX18"-22" 7 CU. FT, AEVE BO I ADJUSTABLE TRAFFIC RATED L #68 STONE ! II VALVE BOX W/ LID z u 42"MIN 6" GATE At VALVE ON SE TEEN e" a 2500 P.S.I. CONCRETE BASE ANO THRUST ':" f, �'' BLOCK UNDISTURBED ------ SOIL. STEEL PILE �fI WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED 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 FRAME & COVER (SEE FIG. S--I-D,E) SLOPED AREA -" STREET SURFACE OR NON -PAVED AREA 1'-O" MAX --- M.J. GATE VALVE WATER LINE Lic. No. 035791 12/13/21 cA J � C I P. e � U 2500 P.S.I. m C CONCRETE 2'x 2' BEARING AREA. (A � e THRUST BLOCK ', a U/ d M' Z .A'. d O .�H C . •d'_ SE d I C O Z g U) QU 5 AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. w NOTE : IN REMOTE u, z -Li C ~ TYPICAL GATE VALVE U) � NTS > W ` FIG. W-5 ui Of (] Q U ce O _ Inc ° TD-9 z c LE r 0 mlIn DNRIRNGESSECTONS 12 MIN �� / _ a NOTES: FOUNDATION (SHALL BE ON-LINE .4 16" MAX 12„ V I BRANCH Lu M M •. REQUIRED WHEN 501E (TYPE "B") MINIMUM ELEVATION y l ) _ a r' x. RE AMBIENT CEHON FEE ASPHALT PAVEMENT MORNING SI IEEr A EXCEED THE DPMBVMB TYPES Of WE LAYERS WE EELLON PROMINENT. CONDITIONS ARE UNSTABLE SJ381E/(£ ORMI E CF THE FN91NG MU FAi1K. PANEMENT SX"L S .VT. ESS.D IN THE MVBExIT °E9YRLz"I ,/ / / ,. A wMM s TREE WEs Mx1 a TMm kaW TE COTTER GF TIE DV ARM Truvu LEE Tn BETEMWE DK rmF ER nEomrn M EBBErR ALL PIPE) r;- �• DIFFERENCE ACROSS M.H. 5" 4'-0" 5+ �- ti Pµ➢pF ..L . COMES NIkL ME SPICED No MOVE MAN Bm FELT MDT. N, j Iti FROM INLET TO OUTLET 0 B. THE I6ENCENT TRµSEL LANE 9 S I.LLED A MIAN DEPTH BE 1 y REPLACED RRN M M9VLr 9lSI(£ CCES TO ENTER THE ti 11 MTOSEO PASOMEW wMEKp AIEAZ CWR9E, UNIUM NNYED OY 11E ENGEQR: - 11 SHALL BE 0.20 FEET. ,T - 5. WE BP`DI"FE MAY I THE KLNG CREEP W THE EARRING FAVORED TO BE RELATED TO ALIEK AN /LLEPTMI£ PARENT SRO$ -MO VARIES 4 nW wARAtE MAxME rBA. VARIES THREADED COUPLING CONCRETE 2" 3 B. E1mlNU BARNETT MgMICs NO MA COS ETIN THE FPOECT UMTS SEOUL BE IESTCIED SUBJECT TO THE APPROVAL OF THE DECMFT. DEPTH AF FLOW i8" BRASS NIPPLE AND PVC FILLETS PVC SLEEVE CAP CHANNEL TO BE . w THE 3/4 DIAMETER OF r7 ..�■, .. m T.AT %pTN.W«VPA\W9ELLN �rEEN,�sxDOING A NLL TTMIT TWaTT FNRga�aN Msfc�VNTHE mm��Mo TOFm�TgEXC 6r MA'M,MNTs NOTE 6" EXTENSION j LUBRICATE ALL THREADS CONTRIBUTING iO SEWER. ° A •_ e .. _ I 12" 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RICH' -OF -WAY SHALL BE x ` THRUST BLOCK METER BOX (SEE FIG. w-7) TT'�e': NOTE: E BACKFILLED ENTIRELY WITH NO. 21A STONE. 6.. A FILLETED INVERT FOR A $MOO 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW ® MERGERS xmmG rsMLT umrs TO Emrxw Me rw MCI Nm PRa05m 9xILr woxMlc Gma CHANNEL 1 /4° 1' MIN RUBBER COATED STEEL "I-- ® ENT 1 L..IOU Na Trot ASPHALT l To A DOS FULL NOTE R HAUNCHING CAST IRON LID WATER MAI RESTRAINEG JOINT FITTINGS 3'-0" MIN ` Na. 68 STONE STEPS CAST IN PLACE _ •N x MM¢�x MxE�, GERSED�M AT OF Mr TD M!! ME Flu TIw+NEs9 aF ENemc MPxN-T LAYERS 1B" METER BOX s - / BEDDING 6" max 4^ 1 PRECAST REINFORCEDWR / \ LLI 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING PIPE SLOT VALVE TRANSITION OF FLOW BETWEEN &OUTLET PIPE SHALL BE FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO � ASPHALT PAVEMENT WIDENING " OF NO. 66 STONE SHALL BE PROVIDED" (2 PLACES) NO. 57 STONE INLET PROVIDED. MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL _ r I� FOR WIDENING SUBJECT To TRAFFIC ,� 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"LEE! M.J. FITTING 2" PIPE SLOPED NOTE : W/ NO. 68 STONE L- BE CORED AND A FLEXIBLE "BOOT M W1.52 xMoxA SPMTIEN! or RM'9'MTA. SM BEDDING OF NO. 68 STONE TO DRAIN IF - GRADE ALLOWS 1. BE THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE I-CONNECTION =o INSTALLED _ VARIES VARIES 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. ® M •WATER 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE � NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. MAIN AND VALVE 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. N ®®! J ARE SAME SIZE PLUG 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL MANHOLE PLAN I--1 TYPICAL SEWER PIPE INSIDE AND our. M F.- INSTALLATION IN TRENCH TYPICAL METER BOXES DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN ' D (5/8"-1" METERS) (TYPE "A") SHOWING BRANCH TIE-IN o W ,�( NTS FIG. S-3 TYPICAL BLOW -OFF ASSEMBLY N.T.S NITS Cn K+ NTS FIG. W-7 FIG. S-I-A FIG- S-I-B N N 0 TD-34 NTS FIG. W-B w Q TD-13 TD-25 TD-27 \Q O TD-19 MILE GULF w-IS _ cc-ze PAYEMEXI UNITS OF PAY FDA WTLEi Pr£ C,l M c "I Ppkl OUTLET RK TO CL M I i ' cy- BETASE PER 4r LYl RARE (PAVEMENT TERM WITH IS' CLEGRME TOE OF FLL IA9tlE DITCH LIE ELCOW FLL MAN-TKN IBOEMMMI "' 4' JP'• BOBBLE DR IirwCIL1 N SYCL4EA LEE F L LMOMMI MOLL WE MXTD Mlt" an M QR1FP 201ENn1£ WNMC FM19C u EDGE v PRWufxr CROSSDRAN CO-1 AT LOWER END OF CUTS ` PA _ DVEMM °" m PAYED sltluxR G OEExrLL MMWE IF BE CROSSDRNN CO-2 ON FLLS TT�95' TnRvu LIES CENTER LINE SECTION TRAVEL UR yY !/A / P"wTOIr I°$ETi''v' o' R HE, CENTER LINE SECTION - I twxH TYPE ISELEcr xirERlnl (__-r C /`01+-_ /___f__ IMrx TYPE 19RECL 4AlFRM.1 -II L'A •/ 9' - •• •f' 9rIA® mE Cf PAYE4EXi F` WrLEr Aft 2'M!55W TRENCH PLACEMENT mcE or PAvfufxr EMITS EDX s1E NOTE - TRENCH PLACEMENT A.H.Wou uK RE SEEN FEETOxf NOT T L]DT�EWEGiWrE`WM TnWT "NC YRLk1�3A TOE OF RL PAVE4Em 9JMALE i BIS ELBOW x.-yi _p. 1iD WE NOTE I : r Ptl'BENT BVSLLE i BASE FEE 6 FILL CANS MSr Re 9T ARATE OR Re • A[ / a SIEBMf V MS E p.W.TRN IECAEIEXi. CLAN AGES M DISTRICT ME 9U9BASE LIMITS Cf PRY FOR a e e a �gLECr MATExk TYPE I0W5 S`� TWCMM IFMT PRVEO 9RY11ER1 AHEAD EE+"G RE a o 0 o CLIME+ PIP,7.4 1 H pMRTVx1 MOJRFYFM. rELEtt unrFAlE TYPE Oft. PLAN VIEW SHOWING PLACEMENT OF p..§e.",4, P, ANSI MORE TB. LB D4EGE OR cflusEo �'� PAVED SHOULDER SECTION CURB AND GUTTER SECTION ..... CD-2 CROSSDRAN - .... G S MEETING xe GENERATION REQUIREMENTS. nn ANREGTE, NO ATTRIBUTED OR u5 PLAN VIEW (TWIN LEETIN4 NB 4RMRTKN REQUIREMENTS. NON -PERFORATED " 4EOTEXrLE CMWME FgRC NON -PERFORATED CUTLET PIPE (PLACEMENT OF CD-1 CROSSDRAN) cLL OR OR MEMExI wRFDE i BRSE SIR94Y M::AT STACLISD BLAME SENFEE--w®.LSIT. CQUINr s`g EO wBBASE ICEMExr CR LEE TYPE ELF CATHODE TARE fBl LRH51114 LL STREICTH TYPE Cf PIPE N w.r. NW.pW1ETER NR,r. B-NOD CIMEifR 90DT1 MALL PVC .tl3 0.1]3 SYArx W4L PE TO P! NNN0 WITS OF "I LIMIRS °E PEO. ACCESS RWEEM ACCESS XWTE 9I '�-+•'VVERSIBLE PF OF 1 J UMAVFO BPOCE UKAVm SPACE (4) 1" (25mm) DM HOLES ON 32 3 4" (BURNED) DAN BOLT clr%LE. UETTJIS J J o (RECSEri > z LMI15 °f PEE. LIY11$ Of FFO. E55 ROUTE® 1KN-TMVEMMLE V ACCESS ROUTE® /\ [25mm] ` / l A,p (2> rp � u E1 Q PEDESTRIAN ACCESS ROUTE DETAL WITH IF r PN HOLESCLOSE )� PICKHOIES WITHOUT UNPAVED SPACE 5 � ' ..ITT. RUIi-CC-WPY IS FEpIM'EO ` rK LMiS EXIISTING BOR I"'IPROMO VEST AIEPT OfT WAYBEYCO > [3BTm] O u ® FORTRAN ACCESS ROUTES AND S. A cwlTlANT BSTRELICT RESISTANT HAD Cp1HFCr NGT k1'ACCESBIBLF ELEMENTSCf ♦ 4e?o4ePb4b H� AGILITY THAT Gµ HE AwROACXEp. ENTERS° MO USED BY RES SrRIMs P ACCESS ROUTE IS MJMmI TO BMt OF EATEMWMLM WIDTH SNOULO BE S. SECTION F_F 1 O 0 Q W cz o �? S� R N.Nl I..E55 IMNI - ROPER a. e.a. e e IN TO ELB]'i V 10 50M EASED ELAN FIELDS lµ ACCESS IOU ES ® E BEING x'_0' ED -I --SEIEcr xArERlk rrPEL oR slecnAce "`'- PPE 6 PBWDpAIm s• FLmr PPf 6 H6opprfp FRpvlrcp,A uwBE °' TRAVEN2 E wlprX H (aIII W (2) CORED • • • " QMm Pi uM srDuzml xxN reSIED AROIpxG ro Mrx D-x°Iz Ar Bx RSIECI"x. Rsx ..I.E. W. DOBWrE CO DUCTED WxxfcrKM Ix RFWRFO xrx A MAX. zx Gposs sloPE. - iD pI BGpS 1 , ' •" "OFOTEXTLF BLASE UETNDEa DRMATIMI REOWEKNTS �.L,�:WQQTTM 0 L L L AMA mrfx *57 11WDs METxeE. xB uwnmATE W CRUSHED GMNACE - GENERAL NOTES H xB cRDAnax REYUIREuIT FMRp )m° �aoTHE lm„lE'w°,�N, T 7 1/B" (29mm) OR CBS 1 ERI�IL'"E UNLESS SPECEILkLV INDICATED. CROSSpRAN SPIEL NOT EE •Y.B Y � JAJ GENERAL NOTES 1 LOOTED AT THs PONT WHEN NTH EMBLEM MO SENTENCE ME STABLING. ARISE 19m In COnLNCrlax wnX STAND W. � T z. TRENCH "4E BE FILLED WITH DGFEGATE AND WILLOWY HAND rMKY TO LMONATTICE ICE AR ITV PARABOLIC SiAM�`9 F/o "H MPHOUTE. AT TO MATCH LANE li 1• INDEED CMF.1Li1E55.LE5 MIX AGGREGATE ME rlxTlcxLY EVIL rMPm TO INSURE COAPBCMESs WTLEr PK FYRCALI Spfwkx xGMIrPS1E aIB CGiplx<neX 4b-'4•Qe� 1 7/2" O AWCOeCx sLM 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PMEKNT AND NON -PERFORATED OUTLET PIPE J. WnDI ARE SHALL BEGIN AT THE EDGE OF THE DRAWL LANE PAVENmr Mp °5• UMCN a4nec.8 27 1 2' DR. Fq N. W cwe AND curTEn Emloxs, wKNB n Is wrosBMLE rB orKwwBE MBVEE Eon our,E* --- _ [899mm] Emm] /1 PAVEMENT 5"ALL SE REED ON A GRME PARALLEL 10 TIE SHOULDER AIXE xf IM. 13 L CpRECTEI NORxk GUTTER ® ® LLILL sxkL BE PLACED BE A GROVE PMNLEL 10 rE sIG.LBER CARE 2 S EI. I.n pfsRMLfI DR.. w• wrF A :: SECTION E-E 7' GfsRMLE1 SPARE. Ca.EmRx w I�������_�"����_�� 2614"] -: enaE - - smeME AND 'a^3 n: .:. Wox TD 1Gs aAwE 1 *�3:1 I [667mm] [776mm] x A. (IN CWS ANB CUTLER SECIIpNS.WEE Il 61MFOSBLE TO OrHERMY %MOVIES OUTLETS AND GUTTER SECTIONS. ME TD BE LOCATED w M TD DRM FLOWS INTDROP p • 26' DR 1 7/2- m- OUTLET CROSgMN"E, TREY ARE rD ME LOCATED RD M LD dMM1 Imo DROP INLETS On OR MANN. qy' yM. 'W i0 eg4A 8 4 " Iv Fg4q CAMS A] IXE.S.T LML. F I- W - TLii`s oR`wwxam. EON M+H [660mm] L3Rmm] �./ / s'_a• L4ADWcEGATN SAS R .lwk rvE x ° w" N Wr•RELn YAPPED SELOW S. TRENCH Is TO BE WCER ENr: PAVE T AREA s. W wPERELxvATSD sscne,6 rncxcx " TO E urosR sxnK PMs1ED AREA s• ElH]L' B" DW. BARE TYPE x SEE x1B i. 1 4^ 6mif1 DIA 3 1/5- RE SM. zle M• wk DEPrD o slof wLY. X W TEST APE BE Low skB oxsv. n-E i S,.o- /.� / C ) B. INVERT ELEVArpN Ai WTLEi d0 Cf WREi PE 10 S A W WY Cf 1'-D- IHSVE t+r`pD' .SLOPE ® PENT BE pMDE CHOWS a� C'.'s'. , l 24' DIA NEOPRENE GASKET [%9mm] 5, I EST ELEVATION AT OUTLET BO Or CURET ANE TO E A MNI.x OF 1'-B" MOVE INVERT ELEVArpN CF RECEIVI1p pPM11K DITCH m STRUCTURE. ` , [6DEIIIm J INVERT ELEVATION Cf DECEIVING ORMWLE MET OR STWTLNE. •ROB CUIM MO COTTER ONLv RI x! .e' .e ,'e' O ] OUTLET PPE ' F. kL LONECIIWE IELBDWS. WYE3. ETC.I WITHIN RAY UYi3 fdM BIIrLEi RPE MS i0 S Ai NIWY IB IXl RV PLACEMENT OF CD-2 GROSSMAN AT e. BE F THE SAME ELBOWS. WOES,GTC.1 S TOO PM OMIDS FOR OUTLET PE ME rD N xkL Txcpass IMp xGED BE sLEwk cLwa AND euTTR : a x MMMuu xmEAS x saE M E Es t BBER THEE SHOE CRUSHED srnENG1X AS DALE OUTLET PxB. W ANF 28 7/1E" DMA � B/6' BRIDGE APPROACH SLABS BE OF E SAME E S CRUSHING SECURELY TE RL EW-12I PE. B. OUTLET PRE r0 S SECURELY CONNECTED r0 EW�QOR OTHER DRWARE S1L+ CgICURRENDLv 4e. b4o4n: EFFREME srRUCTLgF. „ME kkN iE3lE0 ICCmDHG i0 A4rY p-x61x 4i 5%OEFIFCnON. " MEEEIKE SEC TION C-C B %NAM"UN pffRfME N 4(Pf Fm FIRBr IMUM INTEMk MO 23" DW T. °UTLEr PILE i0 BE SELUELY COINECTEO iD EW-IZCP DIER DRM V -_' i R R S ['VS Hp [722mm]� [18mm] I- Wx DEwEME FOR vRLEEerIc w Ho' IDEHvas SECTION D-D DTI [SB4mm] � = I SE.E W V AWE STµMROS RW 38' DN ,M (AT GRADE SAGS PND BRIDGE APPROACHES) SROAD DRIB RESET I ff I SEF�ooF 1'°C "rM STANDARD CROSSER) RErEHOmsE ROD MR BR REYMOMos STANDARD PAVEMENT EDGEDRAIN 9£6o"'I°" SELPKArlG1 STANDARD ENTRANCE GUTTER HEAD A D ONE WIRERS '�[s351nm7 W ❑OT VOOT SPECIfIGTKH pEFERENC STANDARD CROSSDRAIN DD ro AIN AGE 3T z'u (AT LOWER END OF CUT x92 SECT I E z BRA, DATE 2se o-O- OF GASKET GROOVE nEVMON 0 lE ISNyON DATE SHEET 1 pF 1 - N O zm wnaxA WPMrMExr a rnMSP4RrnnpN or B a4EB vxoxn DEPMrufxl M IRE�amwnox TBI Ipe.oe PARCH.. DmMIEm of TRANSPORTATION W2 FRAME SECTION (-[- vwGxA EPMrExr a THANSWnrnnon DIALS 2W o: SECTION ACSA GENERAL WATER &SEWER CONDITIONS (September 14, zozi) GKI °"CURa "E„ EWE P (TEAM A�:N "RESMf YMDg pp O GENERAL NOTES: i. 2. 3. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE START OF THE WORK. 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. 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. THE DETECTABLE WNNINO SHALL BE PCONpm BY igWLAIEO OtlES. 2. R, B M.E€. �E. R: as. ABED ."s MATERIALS SHALL MEET T ` E KWRENEMS OF ME 9ECOL PROVISION FOR CC-12 pfrELr4LE Oq wA%!xc suMCE Mp sM4L BE RLBlrrm s0 THE STANDARDS Mp SECML µI SECTION Fat sswovk. PL aBY � CYRR RNP µY K PµHO MSEDOTH RE wx" RMP FLOtli Ci BY USING PmµSSBLE CONSTRUCTION }Mr 'Mix RFOuflEO BAK. IF FLOORCMr HOLES YUSI g NMVCEO FEW DOWEL BMS SO µ 0.KE uTF PLACEMENT OF PREC M MANSEES CM RE CONCRETE FLOOR. M"M' OWN FC T MELD, W"`BETE SMALL I BE CMS A.N. 3 EourEo eARs AE rB E W s x B" PLACED rcmrER ra cmrfR EWc C ,REBm.M�TM/pg w FLoaR M-BEPTM of A. FLooR aMMM WARNING WE ARE (AREA" EYMRN BE D OF rE MOW ITEMS B A ME INSENATE PM ITLE DEAREST EACH OF THE SIMLLp WEavMMzfp FOR EACH cwe Cur Rua. HBBEEN .K "M'P R" µVI y B 41'I NM TYPE A PERPENDICULAR A-1 vs,FfF, AygpI01 yME wRFMRs pHO1'g m BE AS G Q tl "Ml'E IiOMW"Y RE "mE S -SHOWN N ON PLMI -------+- _ __ q/M S r0 9E M / S1DVM CH RM51 CLHB MR DEBTOR Pe XWEE TI / R- ---�- mrAix sE xo v E- BEMEN.EWARE E• :------ GENERAL NOTES , MP]I CO-II5 11ST FOR SipEE} CCIKCrp BE W""'TC' 3 K ° °�" °° N M a Al REARE uR WE N AE ECE MRiS OF THE REOUFMEN+S. .1.IµEUgE NNE 2 MEN G F ENTRANCE RADII GMWT ACCOMMODATE REAM +K TRA THE DEARTH F K MTRALK A ERVY TRMX TREED E L DEPTH °" BREMENA ED LAWS MrrIM txE uMrs rc rE RDLSWLEo K NaEMm ro r'. S. MEN LIST N COYRCTM WAIN SfMRMO CG-1 4 5. 6. 7. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ACSA. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, CURB R ARE ELEGRE ME r0O EELOGR W iRMKT"X WMFNi TOCAR ME Tt CAR M T PAYMENT FOR TRANSITIONS / CURB µB GUTTER �P W rK PLANS OR As B WERECTm SY THE OUNCES. MET ME ro Bf PROVERB AT INTERSECTIONS REVER AN ACKERRI ROUTE NTTHN IK RIGHT OF WAY OF A XCNWAIY FNBLITr MERGER E CAB RmMCESS T WHETHER SIDEWALK Is EXIST nc PROPOSED OR NONEXISTENT. THEY AS NEE" MB S. FEE NOT ERECTED LWAim wr""PEER. AND WOULD NOT M slGRE ox FLMIS CR M SPLIN BY THE EXISTING K LWATm M EL WIETE RADA LINES. EOUTXG LIGHT E A ON I ITYSIµi3 OBOE XLEi9 ETC. ACCESSIBLE ROUTES PROVIDE A FgNi a1W5 wRENGLE Ee sBES EM AACI ARP FLAT CANT PPrx CONNECTING kL THAT LM RE APPROACHED, ENTERED �yW N�YB,'1MrR1 r�b BTB piLTAi�4KI/i �w A ' M� G, xM \ TYPE B PARALLEL +s('. zY, ° xlp»Wt+,+. ___ PMMM EAR"®°" USES B WEENT Mh'TBM'W' x a• pR M M MMUE ROL AY SMNI Q1 TTMX $ECTW J " PLAN VIEW LB G + K ED FF6 CI WR SrMNMO R TO "O R' R�TRUE M ° "` YCNfMEGPe A. NF srNRNO cc-Iz FEE WIM RAMP pESRx r0 WE gR AM THIS STANpMO. S PIIWk ROMIE WY EN E WMPNG OF A PC"r1x CF COTTER TB RSCLLCE rONEN6 T WATER. ENTRANCE NOTES 8. 9' 10. SERVICE LATERALS AND WATER LINES, ETC.PROVIDEDNM`I`mMN"Y ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. VALVES ON DEADEND LINES SHALL BE PLODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ND USED WELt� ESSSR)µSAFCLTY e. RMPS NED K FEASTS W MI OR rMGENnk SECTIONS THAT THE CAR CPEKR IS PLACED NAME THE LMRS OF THE CROSI uR T"Ri rK SCi AT 11E Lp.KCT10N OF THE CURB OPENED S PQP[IRIWLM 10 }K CAB. TE SEMMp S 4 E"EWLLHO N THE ENTRANCE THE ETED HEA RWIII NCH N AYRCu WITE WE SOEWux I A" MENT OF HEAVY r rRUFK CONCRETE KCgMWMR 70 SEMeR RED-1 5 REFOR1 L Ik EMflAV2 (HEAR Y THUM 1RUFED FW CONCETE CfPi". M. wIE1T CLAD REPS ME USED x CONJUNCTION MEN A SHMEB AS PAIN. NRII "M s• E -- X� 9' AN AT X .I NOKR THAN -� EDGE OF PAVEMENT XX . RARE M TM OF CAR g°'E R•PMMd<dEK `°°"""°°LTER °" W.M , DBE _ _ _ M O TONK F OW ME SME NVRE ® - F MMEK IIOMWAY _ _ ex ANAL __-_-_-- SOE CXMBZ m D D FF `s p,RAN�E TO WHEREAS MMEN W'N DRAIls"ROSS LIE s R.. To %ABYSS PoSTIK CONIIAE MA°95 YMEIE PTHRMUSE MENE u�M IEOI.GED T"i THE SUMA PLLEVEMXT WM}I CAN BE KRIm CEB TB GqB NR WTTIA IF CIM981 "AN'Ci xFE cEmuLrEo"eEYap rxE ww LaE F'I' CEPT OR RE'U''9E'Ir R#JSS- 3.1. 72. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 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.0)_ 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. '"E MN WM BEWHOEF WML E SW ONEEWIDTH OF RxT 5„AEO TEE PATH K A V WLY CES CLAW REP Is PPOMDm FOR Two MANEUVER A WHEELCHAIR L IN 4'. +'LNR xc MG ITH OURS PROVIDED TO YME°WH A THEA Nr0 TIE Cl10SSWEX MTNWT tors wro THE TGvmwwv.ws P. a Lµ0x6 MG WY NCWE THE COLTISH Pµ, Yl. .'LL CAPS wWS GTF3 REPS NTERSEGT A RIµAL XCIAF OF CURBS `URFACE BR STREET COMORY HA ME R BE FIM` - VIDEPEDOM `RECCOMENDED HAVE THEE R1IML'FkrUDER TO BE GREW ° `°R" NRuc HARP TYPE C PARALLEL 4 PERPENDICULAR _ LPoTNCATED WIRE -_°-` a .L.y 0 0 0 0 oL o 0 0 0 0 0 0 0 N=1 D D D D D D .TN BBBBB 000000000000000 ro, M,AEM `°" 5' W. COMERO/L fMRMCE mK+NCr ORAFE CNapES SUM A P.MMXY CMNF. SECTION A - A `'N, N, "COI(EIF / ,, THE WAU.E . E CW 9wmMla WDF WTHER P MS LISTED IN WE RE HOT E NEUROSES CE STIR rMF. TEAL V/LLE$ NE Apr APPLKIBLE r0 STREET WrwEcrtlK. ALLOWABLE ENTRANCE GRADE CHANGES GRAN WE IRti APPLICABLE r0 SFKETE WNECT "m 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. LErE OF ARCH"NG M NE G� WHH INSTALLED oN ARAADIUS Tnu"DETAIL DOME I YMYSF fLLL wprx ooREP appxDl DETECTABLE WARNING DETAIL SECTION C-C L ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA XVAT °" 9EffR" °" METHOD OF TREATMENT - ENIR.W.£ YGLIRE wAOEgdA110E M£IIA91E MMMY xPu1 uoE THAN ISW vPo Wx mx EMIu scm-ISCI vm s9s ex LOW IAS T1M B00 VID S8S BS J w � 1^r' Q I..L J Q O 0 O O N z J V I- w W O w � JOB NO. 112066 SCALE 5CG-12 DETECTABLE WARNING SURFACE SERENLF REFREroE ROM ANp MNWE sraRMW CONNECTKN FOR STREET INTERSECTIONS TD-32 N/A i6. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS aIEEr,DF B REYIwa DATE (GENERALNOTES) tl5 wx KY M Gxns vlR4xu DEPARTURE of TRANSPORrnnpx 5Bx AND COMMERCIAL ENTRANCES DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 10JAA SHEET NO. 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. lOA RAPHIC SCALE VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 20 ( IN FEET ) 1 inch = 5 1t. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 PROPOSED 6" G.V. & TO ANLEE ROAD ( IN FEET ) 1 inch = 50 1t. 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 2113, 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 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. ROMP PROPOSED 8" CL. 52 DI WATERLINE ` W W WFEET .�W ..(W IN ) . W\ .r 54 • .. � .� W W W W W W w i 0 ft wW wW wW •WWWWW.. '3' wW wW\. .. '- FIR A NT EXISTING E HYDR W inch litPROPOSED Ain -RELEASEVALVE .•<4-, ASSEMBLYw/8"x6"TEE__, ww w 66 ww w w w w w Ow >022+00 23+00 23+50 54Aw 24+00 w �4+5p LL Lu �8 �o 25+o W-W MOVE & TIE-IN TO EXISTING 8" DI WATERLINE _ �5+Sow 53 0) O z fLin- - + . 00 EXISTING 8" DI WATERLINE 26+po \ W w\ W W= W W V'�-670 W W 2z-$74 + 74 Y s �.. °. . .r . . w \ 674htz- �00 N\� y \W-67- I y SCOTT/R. COILLINS'? Lic. No. 035791,E 12/13/21 Aj m_ ,ww V/ V) c Ln ZZ O_ C F [ O a z F�1 M PVI STA:1o+17.5o PVI STA: 14+So.0o PVI STA:16+oo.00 �// z PVI ELEV: 662.1g PVI ELEV: 661.6g PVI ELEV: 668.47 �..4 o I­u D K: 3.33 K: 32.89 K: 1g.86 c LVC: io.00 PVI STA: 12+50.00 LVC: i95.00 LVC: 5o.00 W w o a u LOW PT. STA: 1o+1g.17 PVI ELEV: 664.5z LOW PT. STA: 13+98.92 HIGH PT. STA:16+25.00 PVI STA: 25+00.00 68 5 0 0 675 LOW PT ELEV: 662.23 K: 41.47 LOW PT ELEV: 662.74 HIGH PT ELEV: 668.97 675 PVI ELEV: 672. LVC: oo.00 0 0 0 0 m 0� z u c N LO N .0� lL e HIGH PT. STA 1z+41.47 n M r, D I ao io Nv HIGH PT ELEV: 664.22 + W + + kD INTERSECTION OF MEYERS O o N w N lrl N ui °i w w/ARBOLEDA DRIVE (STA.' 00 6 0 6 °o U 00 U U °° > w 670 7 m U w EXISTING GRADE (TYP.) ko lT > nn w > W N ui M H w INTERSECTION OF MEYERS WAY (STA. 15+37) 2.00 INTERSECTION OF MEYERS WAY (STA. io+oo) N u > u w w/ HASTINGS COURTS (STA.1o+o0) w/ ANLEE ROAD (STA. 14+72) > 00 > o% _ _ m "' PROPOSED GRADE (TYP.) 6.52 665 - - - - 665 VDOT STD. CD-1 - 1.2 0 1 4�� I L PROPOSED 8"x6" TEE w/ (2) - 8" G.V. & (2) - 6" G.V. 3.5' MIN. PROPOSED AIR -RELEASE VALVE 660 -2.00 VDOT STD. CD-2 VDOT STD. CD-2 660 6" go°BEND PROPOSED FIRE HYDRANT � 1.1' WATERLINE ASSEMBLY w/ 6"x6" TEE ROPOSED 6" CL. 52 DI WATERLINE 655 y:s' 7zA 65, 7oA PROPOSED STORM 655 PROPOSED STORM SEWER CROSSING SEWER CROSSING"PROPOSEDSTORM 75 PROPOSED6" CL. 52 DI WATERLINE 65o 7oE 650 SEWER CROSSING PROPOSEDSTORM PROPOSED STORM SEWER CROSSING SEWER CROSSING EXISTING SANITARY 645 SEWER CROSSING 645 O S M N N N O O N O �n N M O N 0) N H M 00 '1 0) rl O rl rl r` O 0) M ei N '1 d m �t .t ,y tD N l0 M ID M ID d to S M S M M ,y .t M 00 00 6 r` 06 00 6 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 PVI STA:1o+i7.S5 PVI STA: 21+5o.00 MEYERS WAY PROFILE PVI ELEV: 665.29 PVI ELEV: 668.14 K: 2.50 K: 110.33 (DESIGN SPEED=25 MPH) LVC: 1o.00 LVC: 30.00 LOW PT. STA:10+17.55 HIGH PT. STA: 11+65.00 PVI STA: 11+55.00 LOW PT ELEV: 665.34 HIGH PT ELEV: 668.44 PVI ELEV: 669.74 �n m in m 0 w° 0 It K' 37.30 �nM U ^ v: m LVC: 240.00 H kD NkD + ° w LOW PT. STA: 11+70.01 o `D +kD PVI STA: 10+77.55 N w N ui 685 LOW PT ELEV: 671.64 0i U �v PVI ELEV: 666.49 u m U w >m >w K:110.33 m w 675 m W LVC:30.00 675 LO N PT. STA: 10+ 2.55 INTERSECTION OF HASTINGS COURT (STA. 11+26) LC IW PT ELEV: 66 5ag w/ HUMBOLDT STREET (STA. 16+81) ', � ND ROAD - STA. 11+93 670 0 o 670 1-1 ui INTERSECTION OF (v > v U 2 pp0 HASTINGS COURTS STA.1o+o0 > m > 101/ w/ MEYERS WAY (STA i5+37) I 00 u' 2.21070 665 -2.009 VDOT STD. PROPOSED 66o PROPOSED STORM 655 45 SEWER CROSSING O o 00 r, 0 O N Oo � O7 D ^ v1 00 lb w w U w U U 665 S1 El GRADE (TYP.) 66o 10+00 10+50 11+00 11+50 12+00 HASTINGS COURT PROFILE (DESIGN SPEED=25 MPH) 655 EXISTIN 15+50 16+oo 16+5o 17+00 WAY (STA. 16+55) L2+54) m n K:4 �47 N o PVI STA: 2z+oo.00 LVC: oo.00 `,D + r` ID PVI ELEV: 666.37 HIGH PT. Sl A: 24+86.70 N° ui H K: 3 .91 HIGH PT ELEV: 671.22 0 V1 U w W W LVC: oo.00 $ 68o "' _ LOW PT ELEV: 667.59 °+� N W N W -= � o H 0 m vi > vi > 0 I w 0 LD m TIE-IN TO EXISTING PARK RIDGE w n w I n ui m DRIVE PAVEMENT - STA. w 25+80 675 > m -Z > w EXISTING m -J w ROA = U PROPOSED AIR -RELEASE VALVE GRADE H 670 � 1. EXISTING FIRE HYDRANT �-?•6i%b - - ASSEMBLYw/8"x6"TEE 3-5' MIN. L-1 VDOT STD. CD-2 TIE-IN TO 8" DI EXISTING WATERLINE 6 [P�RQPOS�EDFIREHYDRANT ROPOSED 8" CL. 52IDI WATERLINE 1.2 ASSEMBLY w/ 8"x6" TEE EXISTING 8" DI WATERLINE OPOSED 8"x8" TEE 54A PROPOSED STORM 66o (3) - 8" G.V. SEWER CROSSING CO f O 'i O In l0 M N l.n N w 0) ,y W0 ID N m w p M LD O m r` 0) O O ,,.� N lD ^ r\ 't n ci m 00 o) LD 00 Oo � 00 0 0o w Oo a) 0 01 r` N O ^ o ci r` 0 ci r` O m 01 w to � to 10 0 � to r`10 ; 0 0 1 10 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 PARK RIDGE DRIVE PROFILE (DESIGN SPEED=30 MPH) PVI STA:16+72.00 PVI ELEV: 679.53 K: 45.38 LVC:15o.00 HIGH PT. STA: 16+51.97 HIGH PT ELEV: 678.95 25+00 25+50 26+oo PVI STA: 13+75.00 PVI ELEV: 675-93 O 0 N 1O O O LD PVI STA: 20+00.00 K: 62.37 m + PVI ELEV: 672.66 LVC:1oo.00 +„ .. w V H ui U K:13.8.83 LVC: 125.00 HIGH PT. STA:14+25.00 HIGH PT ELEV: 676.54 vi U > , m vi U > > LuHIGH PT. STA: 1g+37.50 - m w HIGH PT ELEV: 674.Q7 0 0 0 ."�. o o INTERSECTION OF PARK RIDGE DRIVE (STA.16+33) o) o) + + � + + o w/ LEEHAM STREET (STA.1o+oo) r; m N o 0 �o Ni XISTING GRADE (TYPJ o Ji w > J w > M J u > ? of w > PROPOSED GRADE (TYP.) _ ' U o w U w 680> m > W > 0° > W J ROPOSEDRIR-RELEASE VALVE U m U w L" J = STA 11+1 ELEV. 6 7 .6g ,o8 INTERSECTION OF PARK RIDGE DRIVE (STA. 12+92) / - j- m w Ln -U) w/ANLEE ROAD (STA. n. 32) 1.210/0 INTERSECTION OF PARK RIDGE DRIVE (STA. 20+48) 0 H EXISTING ROAD GRADE PROPOSED FIRE HYDRANT z'095 w/ ARBOLEDA DRIVE (STA. 9+95) 6 0) TA10+ z 953 TIE-IN TO EXISTING HILL TOP z81% ASSEMBLYw/8"x6"TEE + � IW 6 75 STREET PAVEMENT 43 3 5' MIN. n Lu LEV. 6 2. 8 3.62ga FILL (TYP. VDOT STD. CD-i U, > m - Z A io+ .28 7POrSD m - J = EV. 673 99 T U w/ ~ ROPOSED 8" CL. 5 2 DI WATERLINE (3) - 8" G.V. 6oA I E EV. 671.72 VDOT STD. CD-2 13' 9oA STA 10+6 .10 PROPOSED STORM \ ELEV. 673.24 SEWER CROSSING 1. 3 S 8" DI WATERLINE 1.y PROPOSED SEWER CROSSING STORM PROPOSED 8" CL. 52 DI WATERLINE 6 0' 56A 665 :a' TIE-IN TO EXISTING 88A PROPOSED 8"x8" TEE w/ (3) - 8" G.V. PROPOSED SANITARYL[PARK 8" DI WATERLINE RID E DRIVE PROFILE SEWERCROSSING PROPOSED PROPOSED STORM PROPOSED FIRE HYDRANT ASSEMBLY o MPH) SEWER CROSSING PROPOSED SANITARY ASSEMBLY w/ 8"x6" TEE (DES GN SPEED= PROPOSED STORM PROPOSED 8"x8" TEE 66o SEWER CROSSING SEWER CROSSING w/ (3) - 8" G.V. r\ N M O M .i 01 r` l0 ^ O O rl N 00 O 00 •i O 00 '1 O d O In Q1 Ln O Ol LD d V1 0) N O ^ r` O O Ln 00 r` O 00 Ql In r` •i O ^ M O N Q. 00 O • . •i N O n, M M N r` N rl r` O r, ,y N r` ,y !+'1 r` M d r ul l0 rl W r`rl •i 00 0) F rl Oo Q7 rl O 00 rl 00 m ^ O 00 . r` r` V) r` + 't r` M N N O r. 4 O) t0 , 06 ww 0 r\ r` r ^ 0 ^ r\ ^ ^ ^ 0 r` LD r\ ID LD w 20+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 24+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 Lz C3) Q co CIO ull c N J V� N C 0 6 rn in W N Q Lu 0. LLJ J J J J Q LL z O Lu LL L9 F- I Lu o z Q Lu W 2 W U Lu � = Q LLI ��xx U) W � zLU ul < LLI ~ cO n � J w � a J Q < O 0 o ce N Lu ,,Jrr•� � V w r JOB NO. 112066 SCALE 1„ = 50, SHEET NO. 11 TH 0 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 SCOTT R. LINS'? INCHES IN THICKNESS BEFORE COMPACTION OVER U Lic. No. 035791 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH 12/13/21 w� VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 �o�� l�v VERTICAL GRAPHIC SCALE SSIoivAL E�� 5 0 2.5 5 10 20 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR z6, AGGREGATE BASE MATERIAL PVI STA: 11+11.45 PVI STA:13+50.00 SIZE z1A OR z1B, FLOWABLE FILL, OR CRUSHED GLASS PVI ELEV: 6 673.17 PVI ELEV: 669.z4 CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER K: .50 z8.67 .67 ( IN FEET) RUN AGGREGATE SIZE z5 AND z6, PER VDOT ROAD AND LVC: LVC: 1K: 1 inch = 5 ft. BRIDGE SPECIFICATIONS, SECTION 302.03G. LOW PT. STA: 11+11.45 HIGH PT. STA:13+00.0o 680 LOW PT ELEV: 673.zz HIGH PT ELEV: 670.z4 680 HORIZONTAL GRAPHIC SCALE NOTES: Ln INTERSECTION OF ANLEE ROADF- 1. ALL FILL TO BE PLACED AT 95%COMPACTION. w/ LEEHAM COURT 50 0 25 50 100 200 z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. z Ojj lJj 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM J SEWER & W/LAND 1.5' OF SEPARATION BETWEEN W/L & S ( IN FEET) SANITARY SEWER MUST BE PROVIDED. Ln 1 inch = 50 ft. 4� PVI STA: io+i7.5o PVI STA: 1i+51.00 o Ln o PVI ELEV: 664.88 PVI ELEV: 669.o5 Z K: z.5o LVC:1o.00 K: 14.zo z g LVC:30.00 ~ z LOW PT. STA: 10+17-50 HIGH PT. STA: 11+66.00 o 0 LOW PT ELEV: 664-93 HIGH PT ELEV: 669.35 H z O J o \ H dS J Q W �w o m J J zw a LL 0 +31 Ln w +31 INTERSECTION OF BARKLEY VIEW COURT M w/ ARBOLEDA DRIVE ASSEMBLY w N �� N WATERLINE o N CD PROPOSED 8"x z (z) - 8" G.V. & (1 Q 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+50 J ANLEE ROAD PROFILE � (DESIGN SPEED=zS MPH) N 01M C PVI STA: 11+65.00 10+00 10+50 11+00 11+50 12+00 12+50 i PVI ELEV:667.75 K:53-75 LVC:215.00 BARKLEY VIEW COURT PROFILE in CD _�( Cz LOW PT. STA: i1+65.00 ROPOSED GRADE (TYP.) N LOW PT ELEV:668.82 (DESIGN SPEED=25 MPH) N W $, $, Q PVI STA:14+o0.0o PVI STA:16+67.g8 Q a) N a) PVI ELEV: 672.45 PVI ELEV: 657.10 > O Ln + N K: 33.00 K: 31.gz W � w U > w U " LVC: z55.00 LVC: 15o.00 - Lu J J J > m w HIGH PT. STA: 13+38 49 LOW PT. STA: 17+42.98 675 m � w HIGH PT ELEV: 670.56 LOW PT ELEV: 656.32 675 J Q u- z O kf LO LL o W z __J i--i Q _ _ uj w U U) W = Y Q w Imo^ ��x v , W Ln J_ 0 LLI O Lu O J w a 0 Q O J C:) 0 O ce N zLu J H W_ F Q W 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) III = 50� SHEET NO. 12 (STA. 10+00) ? ?^^' INTERSECTION OF ANLEE ROAD (STA. 11+3z) o N °o a VI STA:15+z5.o T (STA. 11+47) o `r°+� w/ PARK RIDGE DRIVE (STA. 1z+gz) e � $ � VI ELEV: 659.6 � .. � .. ry, iO � m K: z8.67 '^> � 675 v ROPOSED GRADE (TYP.) vw v > m �+ LJ > w LOW PT. STA:15+7 .00 > w > > LOW PT ELEV: o � `o^. � PVI STA:1o+80.00 0 ? o m � � n � PVI ELEV: 666.13 m � � � o iD o 1O K: z6.o3 N `O N `O v � � LVC: 55.00 � v � v j m 6]5 j w LOW PT. STA: 1o+5z.5o � m � w 675 m w LOW PT ELEV: 665. 8 m w O � EGIN CUL-DE-SAC -STA. 11+68 � POSED GRADE (TYP.)°iwwND ROAD-STA.1z670�mW[R( � 670 ° -z.000 m (STA. 10+00) �ro (STA. 15+z6)�665 LVDClSTDD-1 665 EXISTING GRADE (TYP. ROPOSED INTERSECTION OF ARBOLEDA DRIVE (STA. g+95) ,°� � ,°� N � � w/ PARK RIDGE DRIVE (STA. zo+48) INTERSECTION OF ARBOLEDA DRIVE (STA.1z+54) + 1D m N u•i + � � w °i � + N 0 w/MEYERS WAY (STA. 16+55) u j PROPOSED AIR -RELEASE VALVE �> � � O ] > w > > 7 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. 10+00) VDOT STD. CD-z \ 665 665 PROPOSED 8"x8" w/ (3)- TEE 8" G.V. 3: ' 49 1.3' PROPOSED FIRE HYDRANT S�3% 4�3' 4�9' ASSEMBLY w/ 8"x6"TEE VDOT STD. CD-1 3.0' SzA 35 660 PROPOSED 8"x6" TEE w/ 660 (z) - 8" G.V. & (1) - 6�� G.V. 3�5� . r VDOT STD. CD-1 TIE -INTO EXISTING ARBOLEDA 53 PROPOSED STORM DRIVE PAVEMENT- STA. 18+zg 47 SEWER CROSSING PROPOSED STORM PROPOSED STORM EXISTING SEWER 655 CROSSING SEWER CROSSING PROPOSED STORM PROPOSED 8"x6" TEE w/ F L ( ') � 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.z 65o PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6"TEE 30A TIE -INTO EXISTING PROPOSED STORM 8" DI WATERLINE SEWER CROSSING EXISTING 8" DI WATERLINE 645 645 O L!1 O � llt O � rl N G .t 00 � .Y Ql N 01 � O M M 3 � � Ql � n l0 O O l0 ^ l!1 00 � O O N lD � O � N � I� M N N � r1 I� ~ •i O O � Ol � 00 � W °� Q1 O O O Q1 � W Wl0 � V1 � V1 N � TH 0 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 SCOTT R. LINS'? INCHES IN THICKNESS BEFORE COMPACTION OVER U Lic. No. 035791 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH 12/13/21 w� VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 �o�� l�v VERTICAL GRAPHIC SCALE SSIoivAL E�� 5 o 2.5 a 10 20 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. z5 OR z6, AGGREGATE BASE MATERIAL SIZE z1A OR z1B, FLOWABLE FILL, OR CRUSHED GLASS ( IN FEET) CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER 1 inch = 5 ft. RUN AGGREGATE SIZE z5 AND z6, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. HORIZONTAL GRAPHIC SCALE NOTES: ul i. ALL FILL TO BE PLACED AT 95%COMPACTION. z so o zs so 00 zoo z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. g 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & S ( IN FEET) SANITARY SEWER MUST BE PROVIDED. a f Ln 1 inch = 50 11. U Z O O PVI STA: 13+50.00 o PVI STA:1z+5o.00 O a z > PVI ELEV: 689.38 PVI ELEV: 6gz.z1 V g - K:18.67 K:85.40 H w z LVC:75.00 LVC:75.o0 U) o HIGH PT. STA:1z+87.5o HIGH PT. STA: 13+87.5o H z0 r HIGH PT ELEV: F- LU PASTA: 11+1z.00 LU HIGH PT ELEV: 6go.44 5 °� a 6 0 PVI ELEV: 674.io 6 0 N m^ m W p CO 9 K:30.11 9 PVI STA: m m m m M M ID � � a PVI ELEV: 6 8. PVI STA: 11+zo.00 + I.0 +Lij K: z. 0 49 PVI ELEV: 680.47 v j vi v z a LVC: 10.0o K: z6.41 j m j W m 00 w w LL o LOW PT. STA:10+21.00 LVC:1z8.00 m wLn LOW PT ELEV: 6 8. LOW PT. STA: 1o+56.00 95 w 695 7 54 LOW PT ELEV: 67q.. 1 ND ROAD CONSTRUCTION - STA.1z+43 6 Lu ., w � O\ N o INTERSECTION OF LEEHAM STREET w/ PARK RIDGE DRIVE z k - rn Q cy) rn N J M LD ID w ID N L" O oZS 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 N Q LEEHAM COURT PROFILE 00 W < a0 (DESIGN SPEED=iS MPH) _ LLI � LLJ 10+00 10+50 11+00 a+5o 12+00 12+50 13+00 13+50 14+00 J J J Li- LEEHAM STREET PROFILE > z O (DESIGN SPEED=zS MPH) LLl L.L LOI W o z J i--i i--i PVI STA: 11+20.03 PVI STA:14+o0.00 � J PVI ELEV: 669.02 PVI ELEV: 674.68 = UJ w K: 2.50 K: 27-74 LVC: 10.00 LVC: 15o.00 PVI STA:1z+00.00 i LOW PT. STA:11+zo.o3 PVI ELEV: 670.6z HIGH PT. STA:13+81.31 PVI STA: 15+5o.o0 LOW PT ELEV: 66g.07 HIGH PT ELEV: 673 73 68o Y 68o K: 1660 87 PVI ELEV 66g 61 W � ~ U) o2$ J 0 ~ Q INTER Ln Lw O kc O kc O LL HUMBOLDTcc STREET (STA.16+81) T(STA.11+z6) Q mi Q O O ce 0 N ui z ,,Jnn V w r w O w JOB NO. 112066 SCALE 1"_501 SHEET NO. 13 LVC: COURT 1go.00 INTERSECTION OF LEEHAM COURT (STA. 14+gg) LOW Pl. STA: 11+46.78 w/ LEEHAM STREET (STA.11+3z) LOW P ELEV: 675.40 68 5 � n � °� � � EXISTING GRADE (TYP.) 68 5 Nw w > m W / m 680 BEGIN ROAD -STA. 10+10 INTERSECTION OF LEEHAM COURT (STA.11+47) 680 w/ANLEE ROAD (STA. 1o+ooj Z. oMo -4�3 % PROPOSED SANITARY 675 SEWER CROSSING 675 � VDOT STD. CD-2 ROPOSED GRADE (TYP.) PROPOSED 6" DI WATERLINE CROSSING 670 670 93 PROPOSED STORM SEWER CROSSING 665 665 �t N � Ol F O � N � T � O � .t � O � O � O Ol p vl O Ol O vl p1 O tD _.°/n 1O 00 1O0D ~ ° 0° RE ROAD GRADE 1• 690 vi j > 00 vi j jw v m N v V z. g 690 VDOT STD. CD-1 w PROPOSED GRADE (TYP.) w INTERSECTION OF LEEHAM STREET (STA. 11+3z) w/ LEEHAM COURT (STA.14+gg) I\( \ 685 605° 685 (STA.1o+o0) (STA. 16+33) EXISTINGGRADE(TYP. 1.z' PROPOSED TYPE ABLOW-OFF ASSEMBLY / 680 � . ' MI 68A 680 2,00% PROPOSED STORM 0.�VDOTSTD. SEWER CROSSING -z.00% CD-2 PROPOSED 8"zz.S°BEND PROPOSED 8" zz.5° BEND 675 PROPOSED FIRE HYDRANT 675 ASSEMBLY w/ 8"x6" TEE .1' PROPOSED PROPOSED8"45°BEND 8"x8" TEE w/ (3) - 8" G.V. 64A 670 PROPOSED STORM PROPOSED 8" CL. 5z DI WATERLINE 670 SEWER CROSSING �� m o m� o � + � o o N� o N o °ND SECTION o N o � LVC: o.00 °o � $ � K:3 .30 PVI TA:16+66.38 J, of .+ �o �, of N �0 LOW PT. S A: 11+ oo 75' N N � LVC: o.00 PVI ELEV: 667.zg LOW PT ELEV: 67o.1z w � w LOW PT. STA: 15+7S.00 K: � w � � � o °o � Ji > vi j LOW PT ELEV: 66g.11 z 50 VC:1o.o0 j U j � � ROPOSED GRADE (TYP.) 675 m w vi o vi � U > m v > w o �o o N ,, LOW T. STA:16+66. 8 675 w N� p �t p OF � � � � � � � w/ANLEE ROAD (STA.13+33) � m � w '' v ~ v D, m o, m w z.o3°70 � > � > � + � 3 8ga m w � 670 -BEGIN ROAD STA.1o+oo VDOT STD. CD-1 I PROPOSEDAIR-RELEASEVALVE � m '>'-' "� j "' j 6 0 ILL, 35 -z.000 w INTERSECTION OF 2,�0% � w/ HASTINGS 675 675 EX-M H-FOOTHILL-g-4 STA:6+29.23 RIM.673.88- 669.17 INV IN: 66o.65 TO EX-MH-Foothill-9-5 INV IN: 66o.65 TO MH-45 INV OUT: 66o.4oTO MH-3oA MH-3oA 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 EX-MH-Foothill-9-3 EX-MH-FOOTHILL-9-3 rrA EX-M H-FOOTHILL-g-5 STA:7+20.87 RIM:670.15 INV IN: 661.88 TO EX-MH-Foothill-9-6 INV OUT: 661.71TO EX-MH-Foothill-9-4 EX-M H-FOOTHILL-g-6 STA:8+27.71 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-i 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-6-1 675 JRIM. b3 = 6 e 6.z 5 EX-MH-FOOTHILL-9-7 ' MODIFIED RIM \ STA:8+81. 8 9 INV IN: 659-45TO MH-3oA /I li ELEVATION RIM:668.36 INV IN: 663.57TO EX-MH-Glnbrk-6-1 INV OUT: 65g.z5 TO MH-3o 670 / INV OUT: 663-35 TO EX-MH-Foothill-9-6- - - 670 MH-3o STA:2+35.8o RIM:655.50 _ MODIFIED RIM ELEVATIO PVC INV IN: 648.53 TO EX-MH-Foothill-9-3 PROPOSED GRADE (TY PROPOSED 8" DI Ili SDR-26 97,61 LF @ 1.09" INV OUT: 648.33 TO EX-MH-Foothill-g-z WATERLINE CROSSING g" SDR-z6 PVC 665 MODIFIED RIM �4z.48 LF � 0.8 °7° 9---- ---------- ---- 665 ELEVATION g" SDR-26 PVC _ -- ------ �J EX-MH-FOOTHILL-g-z / / 3 z -- ----------_ --- ------ -------- STA:1+32.o6 PROPOSED 6" DI / PVC 1 1 102.84 LF @_ 0,85°7o 1 r__- ----_ir__ -------- TIE-IN TO EXISTING SANITARY RIM:kS}3g6553 WATERLINE CROSSING / 8" SDR z6 PVC 1 87.64 8" SpR-z61 z1% �F @--- ' r L -_- i I ------__ ____z; -- SEWER MANHOLE INV IN: 644-74 TO EX-MH-Foothill-9-3 INV IN: 644-74TO MH-30 / � 6.z6 LF Qa o.597o 7L-::-[:: i �--- - 1--- --{� 0J' -------- 8"SDR-z6 PVC 660 INV OUT: 644-47 TO EX-MH-Foothill-g-1 XISTING GRADE (TYPJ r --- --------- SO.z7 LF Qa 1.03% 660 i SDR-26 PVC MODIFIED RIM ELEVATION / o.T 50.7o LF t7a 0.59% 655 _ X PROPOSED STORM 655 _ _ _ ,'��' SEWER CROSSING EX-MH-FOOTHILL-g-1 / 3-5' MIN. - Q 45 PROPOSED STORM ' STA:o+oo.00 pRz6 0 SEWERCROSSING RIM:644.63 8 611�� INV IN: 639.27TO EX-MH-Foothill-g-z 156 ' 650 / ,;,' 65o / / a's° , 0 ------- --------- ------ --------- ------- ------- 99�6� --------- -- 645 , / II ------ -------------------- --- 645 / 5,V?" 8 60 �ro' @'' ,-' EXISTING 8" SANITARY SEWER TO I o61-F I -'' BE REMOVED AND REPLACED II yz8• - �' ' II 640 60 I, II I r'' LJ 635 635 N It 01 00 d �n 00 01 � H 00 00 N 00 M Vl O H t0 00 W �t (n O M N O H H Ol V1 ,y M O O rn O O H N 0) O H O O H O O l0 O Ol N H �t .t 00 It N L(1 1p 111 N 1p n 00 �O l0 06 .t� '4 O O O O H O O O O O ID kD w kD w rl 0+00 0+50 1+00 1+50 2+00 2+50 3+00 PROPOSED GRADE (TYP.)--� MH-31 STA: z+36.26 RIM:672.gz INV OUT: 665.00 TO MH-3oA M H-3oA STA:o+oo.00 I RIM:667.43 INV IN: 659.95TO MH-31 _�j 6 O 7 INV IN: 659.95TO EX-MH-Foothill-9-4 60 7 INV OUT: 659.75 TO EX-MH-Foothill-9-3 / PROPOSED YARD 665 / DRAIN CROSSING 665 PROPOSED YARD DRAIN CROSSING 2.7' / EXISTING GRADE (TYP.) z6lF 66o �3z 660 655 655 n rl 00 � oa M DDM O Nm lNp ri tD 0D 'O ' p H 0+00 0+50 1+00 1+50 2+00 2+50 MH-31- MH-3oA PROFILE H M N M M 6 1: z 66o O n J 00�0 x ~ ~ Oo O v t0 i0 j L 't't O N � tD 0 655 2a�»z LuLnE ?w 65o II I 645 3+50 4+00 PROPOSED GRADE (TYP 3.5 MIN 8° cpRF2 3 3gN0 N N M M 6 kD k w k 0+00 0+50 1+00 1+50 4+50 5+00 5+50 6+oo 6+So 7+00 7+50 8+oo MH-24 - EX-MH-Foothill-9-1 PROFILE p 0 N L 6 i0 x X w 0 H O N w m `^ F N + M 0 z Ln 660 655 650 NG GRADE (TYP.) 645 1 2+00 MH-32 - EX-MH-Foothill-lo-1 PROFILE VERTICAL GRAPHIC SCALE 5 ° 2.5 5 10 IN FEET 20 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 200 IN FEET ) I inch - 50 ft. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 8+So 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 MH-29 ,7C STA:4+54-38 671 - RIM:671.33 MH-27 MH-28 INV OUT: 664.83TO MH-z8 STA:2+59.85 STA:3+6z.44 R I M:665.33 RIM-668.83 INV IN: 657-53 TO MH-28 INV IN: 662.53 TO MH-29 670 INV OUT: 657-33 TO MH-z6A INV OUT: 662.33 TO MH-z7 MH-z6A STA:1+79.27 PROPOSED RIM:66o.o8 INV IN: 652.2oTO MH-27 LGRADE (TYP.)� INV OUT: 652.00 TO MH-26 665 MH-26 STA:0+97.76 RIM:657 33 INV IN: 650-7o 0 INV OUT: 5o.5oTOEX-MHzz /// EXISTING1 8"SpF�2,5�0 EX-MH-22G / GRADE (TYP.) 88.96 66o STA:o+oo.00 / y°M EX. RIM:656.85 / y6PJ INV IN: 649.78 TO MH-26 EX. INV OUT=6 / &58 91 91.5 655 670 1 665 1 ..• 655 PROPOSED YARD yro'? 0101(0 DRAIN CROSSING SOR Ca 13 V< 1.0, II 65o 8„SpR-z6PVC 650 1.68% ��j 8"SDR-z6PVC 77,51 LF C 93.76 LF Qa 0.77% TIE-IN TO EXISTING SANITARY 645 SEWER MANHOLE 645 �t O H ,H.^ I� HIt S 00 N.t ry tD N . ^ N o �0 w � '� ko 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 MH-29 - EX-MH-22 PROFILE SCOTT7R. COLLINS'? Lic. No. 035791,L 12/13/21 Aj c m U) F ZZ o_ F o_ Ln c O z g F.1 U U U) o z J L H O H L Lu 0 o � Ids J � Q Z � LL e z ti co N i--i � J N O06 Cn N Q Lu 0� In uJ J Q J > z_ L.// Lu Lu L.LLu LL O L L F1 LJJ Q Lu _ (f) Lu LlF 11 U LLJ ul_J Z U' J z z LU p H O LL J w < � a Q O 0 O ce N Lu J F__0 w F- JOB NO. 112066 SCALE III _501 SHEET NO. 14 EX-M H-FOOTHILL-9-4 STA:o+oo.00 RIM:6?.88 669.17 INV IN: 66o.65 TO EX-MH-21F INV IN: 66o.65TO MH-45 680 INV OUT: 66o.4o TO EX-MH-igF 68o EXISTING GRADE (TYP.) MH-45 STA:0+75.82 RIM:674.25 675 `\ INV OUT: 665.00 TO EX-MH-Foothill-9-4 MODIFIED RIM ELEVATION i I LPROPOSED GRADE (TYP.) 670 ;; 670 PROPOSED 8" DI 57 WATERLINE CROSSING 3' PROPOSED YARD DRAIN CROSSING 665 II 3,5' II TIE-IN TO EXISTING SANITARY $ Q\e 6 oro* SEWER MANHOLE VF Qa 66o �y$y 66o o a 00 lD kD lD D k MH-45 - EX-MH zoF PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 50 M H-35 STA:4+56.32 RIM:668.83 INV IN: 659.62 TO MH-36� INV IN: 659.62 TO MH-38 INV OUT: 659.42 TO MH-34 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE n 25 50 100 ( IN FEET ) 1 inch = 50 fL MH-38 STA:i+oo.89 R I M:670.17 INV IN: 66o.37TO MH-39 INV OUT: 66o.17 TO MH-35 20 2n;: 675 670 665 ..• 655 STA:o+oo.00 RIM:652-45 INV IN: 646.5oTO MH-33 INV IN: 646.5o TO MH-32 M H-33 STA:0+53.69 RIM:654.00 INV IN: 647.2oTO MH-34 INV OUT: 647.00TO EX-MH-Foothill-io-i MH-35 STA:4+56.32 R I M:668.83 INV IN: 659.62 TO MH-36 INV IN: 659.62 TO MH-38 INV OUT: 659.42 TO MH-34 D GRADE (TYP.}-� MH-34 - - STA:i+96.o8 RIM:656.00 INV IN: 648.2o TO MH-35 INV OUT: 648.00 TO MH-33 II -EXISTING GRADE (TYP.) 65o I 8" SDR-26 PVC 8" SDR-26 PVC 138.39 LF Lla 0.58% 49.69 LF Qa i.oi% I I I I 645 TIE-IN TO EXISTING SANITARY SEWER MANHOLE �t W rl? *t rl 0+00 0+50 1+00 1+50 2+00 NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. M H-39 STA:2+83-54 RIM:673.75 INV OUT: 666.67TO MH-38 675 ROPOSED GRADE (TYP.) 670 - 670 - / EXISTING GRADE (TYP. 665 8 SDR"zr, 1�gr 3 5 °ro 665 PROPOSEDSTORM g3 SEWER CROSSING 660 1.° 66o 8" SDR-2.6 PVC 96.89 LF Qa 0.559/0 655 655 N CO 1p coO a o 00 o, O, o N O N a, O, 00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 MH-39 - MH-35 PROFILE INV IN: 6( INV IN: 6 INV OUT: 6 695 MH-36 STA:6+84.40 R I M:673.83 INV IN: 662.53TO MH-40 INV IN: 662.53 TO MH-37 INV OUT: 662.33 TO MH-35 / PROPOSED 8" DI WATERLINE CROSSING POSED STORM / 8oA SD R-26 PVC l.z' 8 1° 1.2� LF PROPOSED STORM 224.o8 SEWER CROSSING / [12./ ' PROPOSED STORM SEWER CROSSING r y6eJ B°ro a SDR@y3 a56 ,7A 6C ,0 °,� °� o oW. a, 0 N Y r N ID 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 MH-37 - EX-MH-Foothill-io-i PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, 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-37 STA:7+32.93 RIM:674.00 INV OUT: 666.00 TO MH-36 675 670 LJ 665 8" SDR-26 PVC 44-53 LF La17.79% 66o 655 65o 645 SCOTT/R. COLLINS'? Lic. No. 035791,L 12/13/21 Aj c L m° � U) ZzLn O _ F o_ C c O z g F.1 U Im o z H O H u W a o 0ceJ � a z � LL e 7+00 7+50 ., .4 Lu a a\, N O 695 M H-44 STA:5+34.62 MH-43 RIM:688.00 STA:4+39.49 INV OUT: 681.00 TO 690 MH-40 STA:0+46.73 R I M:680.83 INV IN: 675.03TO MH-44 INV OUT: 674.83 TO MH-42 690 42 RIM:67333 INV IN: 666.53TO MH-41 ST :2 4-57 INV OUT: 666.33 TO MH-36 RIM:67 .92 INV IN: 672 INV IN: 67z.1z TO MH-43 C85 INV OUT: 671.92TO MH-41 C85 MH-41 STA:1+28.74 - J MH-36 RIM:675.o8 - STA:o+oo.00 INV IN: 669.28TO MH-42 INV OUT: 669.08 TO MH-40 - - - RIM:673.83 XISTING GRADE (TYP.) i2.53 TO MH-40 6QJ ti�al1' 68o 32.53TOMH-37 0 CID 52.33 TO MH-35 k�� ti1yy 675 / I PROPOSED GRADE (TYP.) 8 SDRFZ(i 14° 9 C 1- 9z o 675 \ 'a" SDR-26 PVC% � 1.86 670 g2A i41.83LF 670 PROPOSEDSTORM SEWER CROSSING 1.1' PAC 8SDR"y6 F 321% 665 665 8" SDR-26 PVC 66o 42.73 LF Qa 8.89% 66o ei 1� a) w n Ln l0 � H O ~ 0 ei ci lD 1� M 0 l!1 . 0 0 00 It 0 l!1 a, 0 0) N lD l, rD tD Drl l0 lD lD w l0 D l0 00 l0 00 ID l0 00 ID l0 10 W kD l0 0+00 o+5o 1+00 1+50 2+00 2+50 3+00 3+50 MH-44 - MH-36 PROFILE 4+00 4+50 5+00 5+50 0 z _rn Q Z co � Cn N i--i � J MH-43 01 �i in N o16 CD Cn in W N Q Lu 0� In w J Q J > z_ LL Lu LL LO O w/ � H w Q Lu 2 (J) w U Q Y w H Q ulJ ~ U' J z � = Q z LU p U) O LL LU ~ `/ O 0 O ce N Lu J F__0 w F- JOB NO. 112066 SCALE 1" _ 501 SHEET NO. i5 0 H EXISTING GRADE (TYP.) u PROPOSED GRADE (TYP.)- P EXISTING GRADE (TYP.)- ^ STR:70 VDOT STD. DI-3C (L-6') o O 670 670 TP=662.83 Ln o INV IN: 655.83TO7oB "' O STR:7zB VDOT STD. DI (L=6') INV IN: 649.68 To 7oD 0mW STR:7z VDOT STD. DT-313 P 66L-68 TP=663.58 INV OUT: 649.58 TO 4oB o INV IN: 651.52 TO 74 INV OUT: 656.75 TO 72 665 w 0 665 INV IN: 656:4zTO7zB -- 665 Ln F- a INV OUT: 651.42 TO 7oF PROPOSED GRADE (TYP.) 66o 66o 66o 66o PROPOSED 6" DI PROPOSED 6" DI WATERLINE CROSSING 1.1' 1.z WATERLINE CROSSING 6 655 655 55 655 15" RCP 15" RCP 32.77 LF Qa 1.ol% 32.68 LF Qa 2.05% 650 650 650 650 O m 0+00 0+50 STR-72B - STR-72 PROFILE N N J m m o pm co co�0 o Ln 00kD 675 O N r MlD 645 1 645 o In 00 N ID ID 0+00 0+50 STR-7oB - STR-70 PROFILE co m M p 0 N o °° °°O I­_F 00^ to F F- kD STR:82B VDOT STD. DI-313 (L=io') 0 m �! w TP=672.00 m N H w 1O INV OUT: 666.25 TO 82 Co0w z z D__0 675 L �I- Z Z Z 670 n 1O iO j O Z O o >>> in Fzzz 670 PROPOSED GRADE (TYP.) FL P. 670 15" RCP XISTING GRADE (TYP.) 121.84 LF Qa 2.12% 665 665 1.4' z.1' 660 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS a Ln w . w 00 m W m m ID LD W 0+00 0+5o 1+00 1+5o STR-82B - STR-82 PROFILE STR:56 VDOT STD. DI-313 (L=8') TP=67z.5o INV IN: 66535 TO 58 INV IN: 66535TO56B INV OUT: 665.25 TO 52D 670 NG GRADE 665 )POSED GRADE (TYP.) STR:56B VDOT STD. DI-313 (L=16') TP=67z.5o INV OUT: 665.75 TO 56 67o )SED 8" DI ZLINE CROSSING 665 L15" RCP 39.7o LF Qa i.00% 66o I 66o NLo N N N 0 ^ 0+00 0+50 STR-56B - STR-56 PROFILE STR:8oB VDOT STD. DI-3C (L=8') TP=667.17 INV IN:66z.0zT08oD INV OUT: 661.gz TO 8o STR:8oD VDOT STD. DI-313 (L=1o') rTP=667.67 INV OUT: 662.42 TO 8oB PROPOSED GRADE (TYP. ILL (TYP.) PROPOSED 8" DI 665 WATERLINE CROSSING 665 EXISTING GRADE (TYP.) 1.3' 66o 15" RCP 66o 77' 118.59 LF @a 0.63% 15" RCP 26.02 LF Qa 1.54% PROPOSED 8" PVC 655 SANITARY SEWER CROSSING 655 o � ! m N N 00 m �o oo ^ m m w m Ln m m m m ID m STR-8oD - STR-8o PROFILE ry N J m PROPOSED GRADE (TYP. o m 0 00 m 0 } 0 F- ^ H . � m OLn 00 to 000 > 00 N MW S I in FH m OWwH ?W 0 F o 0 ' 670 o w a^ � Z z 0 u>> � F- Z z 670 CO) ��D �� a>>> 't� W W FL: F z z z ?Izz0 w a>>> O Fzzz- - -7 665 15" RCP 76.58 LF Qa 2.61% 655 65o 15" RCP `133.81 LF [7a 2.20% EXISTING GRADE (TYP.) PROPOSED SANITARY SEWE SERVICE LATERAL CROSSING mtp 0. m . 00 o 00 Vl O N ri 10 l0 W 06 I 'D '0 �D PROPOSED GRADE (TYP.) STR:3o VDOT STD. DI-3B (L=1o') STR:3oB VDOT STD. DI-3B (L=1o') TP=657.50 TP=6 5733 INV IN: 652.75 TO YD-6 INV IN: 650.33TO3z INV OUT: 650.75TO30 INV IN: 65o.33 TO 3oBl INV OUT: 650.00 TO EX-14 660 655 POSED FILL TYP. 655 8" DI XISTING GRADE CROSSING 1.1' 65o 650 15" RCP 33.18 LF Qa 1.27% 645 645 M s 9 m PRO (TYP.) WATERLINE 0+00 0+50 STR-3oB - STR-30 PROFILE STR:52 VDOT STD. DI-313 (L=6') PROPOSED GRADE (TYP.) TP=669.33 INV IN: 662.17 TO 52B STR:52B VDOT STD. DI-36 INV IN: 658.77TO 52D TP=669.33 INV OUT: 658.67 TO 5oB INV OUT: 662.5o TO 52 EXISTING GRADE (TYq2' ILL (TYP.) 665 665 PROPOSED 8" DI WATERLINE CROSSING 66o 66o P 32.68 LF Qa 1.00% 655 655 o ^' r, o m 0+00 5 STR-52B - STR-52PROFILE 675 670 • • R 66o I WATERLIN 665 655 PROPOSED VDOT STD. ES-1 w/ RIPRAP OUTFALL� E D SANITARY SEWER LATERAL CROSSINGS 650 INV. OUT=648.o0- 655 645 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, 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. 670 STR:36 VDOT STD. DI-36 (L=1o') TP=668.o8 INV IN: 65935 TO 38 INV OUT: 659.25 TO 34 STR:34 VDOT STD. MH TP=667-75 INV IN: 659.02 TO 36 INV OUT: 658.92 TO 32 STR:38 VDOT STD. DI-3C (L=6') TP=665.67 INV IN: 659.68TO38B INV OUT: 659.58 TO 36 STR:38B VDOT STD. DI-36 (L=12') TP=666.9z INV IN: 66o.02 TO 38 D INV OUT: 659.92 TO 38 STR:38D VDOT STD. DI-313 (L=14 TP=666.9z rINV OUT: 66o.25 TO 38B m o STR:32 VDOT STD. DI-3B (L=14') _ TP=664.00- o m N INV IN: 6 56.83 TO 34� 665 � o w INV OUT:655.00T03o m 665 O m m0 0 0 000 o ~ MMLn z m^~ 0 M O o'0 z.9 1.0 PROPOSED 6" C WATERLINE CR Ln o m 660 w m z z O PROPOSED 8" DI 660 .o r 00 n D ° > > WATERLINE CROSSING HZZZ .�i rz� Lu Z z z PROPOSED GRADE (TYP. '�\\V 1 RCP 5 m > - Z w w PROPOSED 6" DI RCP 5WATERLINE 32.69 LF @ 0.70% FL CROSSING 15 Soo 6 �,. 55 _ TYP.) ��y 21LF is" RCP 655 �4' 41.07 LF @ o.58% EXISTING 6" DI 15" RCP 15" RCP WATERLINE EXISTING GRADE (TYP.) 35.66 LF Qa o.65% LF Qe o.56% CROSSING RCP 1g% I1.02 65o 1.0' 15 65o 1�619�F�3 18" RCP 167.90 LF Qa 1.03% 645 645 In o ^ M ^ Ol S 00 O 0) H Ol In Ln ^ O1 N ^ H tD 00 O vl M ^ .t O ^ lD M ul V1 V1 Ln ul V1 N ^ <D ' 6 H kD <0 N V1 ul 00 kD W ri 0D l0 w '6 00 10 <D ID w 10 w 10 w 10 w 10 �'0 w �0 W I ko l0 l0 10 0+00 0+50 1+00 1+50 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 OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN 5 ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 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. STR:44 VDOT STD. DI-313 (L=14') TP=665-75 INV IN: 660.5o TO 44B STR:42 VDOT STD. MH INV IN: 654.io TO 46 m TP=664.58 INV OUT: 654.00 TO 42 11 INV IN: 653.85 TO 44 INV OUT: 653.75 TO 40 M 1o0 F m F- o 0 = a0 0 ~ 0 rm�D > rg m i N O Ln F- m S Z- 0 00� a,�O �F-ZZ OS °° tD 6 0 0 moos'lot > ?�z0 �'�7WATERLINE ,+�10mr a'D z z p Fa» 'n F- z Z PROF F 'D-' »> CL n )SED 8" DI y OSSING 8" SANITA ,SSING i 30" RCP 105.46 LF Qa 0.550/0 30" RCP 30" RCP 64.49 LF @o.5o% 44.4o LF Qa 0.52% 3o" RCP 19.13 LF Qa 0.78% 36" RCP 58.78 LF Qa 1.28% RCP ,6 LF Qa 1.77% 2+00 2+50 3+00 3+50 LSTR-38D - EX-STR-iy PROFILE VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. STR:5o VDOT STD. DI-3C (L=8') TP=668.9z INV IN: 658.02 TO 5oB INV IN: 66433 TO YD-7 INV OUT: 657.92 TO 48 m J STR:52D VDOT STD. MH d TP=670.33 v n m m INV IN: 659.27 z TO 54 p o O 0 m q `n INV IN: 664.5o TO 56 p N 0 o '^ `^F- INV OUT: 659.17 TO 52 F N N ^00 O `^0o O MlD N 001D > .. ln� N �W W� rnv, o 0o�tD j v��z ZD Via>> � CL �Fzzz --� 4+00 4+50 5+00 5+50 EXISTING GRADE (TYP.) STR:64 VDOT STD. DI-313 (L=4') 685 it OSSING SCOTT/R. COLLINS'? Lic. No. 035791,L 12/13/21 '.Aj V/ V ; ZZz OZ - g F�1 U o Z J C u 0 C W 0o �ceJ � Z � LL e TP=679.50 ., INV IN: 672.43 TO 64B STR:64B VDOT STD. DI-313 (L=8') w INV IN: 673.67To 6 TP=679.67 0 INV OUT: 672.33 TO 62 INV OUT: 673.00 TO 64 0 20 68o - 68o PROPOSED 8" DI L z PROPOSED GRADE (TYP.) WATERLINE CROSSING O Q 675 675 Z 1.0' C 7 � Cn N i--i 15" RCP c J 670 z8.61 LF Qa 1.991/0 670 MCN r-) Ln O oz �D w C) N Q 0+00 0+50 w ; O STR-64B - STR-64 PROFILE LL]J � Q w STR:546 VDOT STD. DI-3C (L=io') 6 i Z TP=667.58 07 II LL_ INV IN: 662ooTO D Lu LL PROPOSED GRADE (TYP. INV OUT:66o.67TO54 STR:54D VDOT STD. DI-7 � O I i--i O STR:54 VDOT STD. DI-3C (L=io') TP=667.58 TP=666.83 H INV IN: 66o.43 TO 54B INV OUT: 66 z.5o TO 54B LJJ INV OUT: 660.33 TO 5zD 670 = U U Q LLJ p�EXISTING ` 8" DI NG TIIIIG GRADE (YPJ eROPOSED ATERLINE CROSSING L ] I' 665 U) � EXISTING PVC SANIT RY PROPOSED 8" DI WATERLINE CROSSING O SEWER CROSSING 4 3 U ul J 4.1' 1.0' = Lr) 0.7 660 LLl U) O (DRCP `L t2RCP 24' RCP z ' RCP 197 83 LF @o.54% 15" zo.53 LF @ z.43% 75.76 LF Qa 0.53% 18" RCP 64.36 LF @ 0.50% 39.66 LF @o.6o% 655 Q 24" 32.68 RCP LF @0.70% Q (DO 650 CD 0 0 N ce z Lu 645 � V w F O M lD N �t O N . ID ^ O. HM N O . M O lD 0) O M 0) OD O N O N Ol 00 O m 00 ci N ci n M N V1 06 00 V1 00 vl y� O ^ 00 W 00 W 00 W p6 00 W p6 00 61 O 61 O O ^ 01 00 06 00 ^ 00tr.�'ItLn W � lD IO lD 'Ol0 l0 ID ID W W �O W w W 0W W W tDw IO tp w 1OID W 1OlD W ID �0 l0 650WW lD w lD ID w ID W lD w 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+50 7+00 7+50 STR-54D - SWM PROFILE •� JOB NO. 112066 SCALE III _501 SHEET NO. 3.6 STR:92 VDOT STD. DI-3C (L=6') TP=674.00 INV IN: 668.85 TO 92B INV OUT: 668.75 TO goB 685 JS d m m STR:go VDOT STD. DI-3B (L=1o') m TP=674-75 0 0 0) INV IN: 667.25TO goB o N 0) mmo 0 INV IN: 667.25 TO YD-11 V)) O Ln 0 0 INV OUT: 667.00 TO 86 ~o m O w STR:86 VDOT STD. MH _ m m �� > CO MID °�� TP=673.00 m Z N rn z p INV IN: 663-43 TO 88 0 d 1O > O> a >> `n ~ Z z INV IN: 666.67 TO go Ln � z z INV OUT: 66333 TO 84 33 670TERLII I IE • • 1 24" RCP J 27.97 LF @a 1.18% T 18" RCP 660 39.8o LF Qa 1.26% O O 0+00 O+So STR:94 VDOT STD. DI-3B (L=8') TP=675.67 INV IN: 670.35TO 96 INV OUT: 670.25 TO 92B N _ u J 00 00 °r EXISTING GRADE (TYP.) m s °° N Q 685 p p 00 o .°°, p O o O ~° STR:loz VDOT STD. DI-3B (L=1z') o m 0 ~ O h- F O O F- o O\ 0 Cj TP=678.gz Ln F-0i r o - 0 mm. o INV IN: 674.92 TO YD-12 0 6 o ° rl 0 06 ko F INV OUT: 672.83 TO ioo o O 0kDIrl, \> °�H ^z� 0 �?O 680 °5 -� a �`D ZO F 1 utHzz F 'a'>> Ln�z_z Ln Z Z �I - - PROPED OS 675 GRADE (TYP.) (TYP.) 792�5" RCP .731.15% 18" RCP 23.91 LF Qa o.960A5 PROPOSED 8" PVC SANITARY SEWER CROSSI L18" RCP 36.45 LF Qa 1.15% 15" RCP �5.. RCP % 105.z9 LF Lla 0.69% 65.86 LF C 1.37 15" RCP 53-46 LF @a 0.75% 15" RCP 20.1g LF @ 0.75% W 111 0Ho S O m O t6 <D O 1p n p) ul 0) ID W W l6 I r). H . N L k W M 00 LD � 00 1+00 1+5o 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=66g.67 EXISTING INV IN: 666.67 TO YD-713 RADE (TYP.) INV IN: 666.67 TO YD-7C 675 C INV OUT: 666.67 TO YD-7 STR:YD-7C 18" NYLOPLA PROPOSED S. SERVICE LATE STYARD INLET PROPOSED STR:YD-7618' TP=671.00 GRADE (TYP.) TP=670.67 670 665 1�0 NYLOPLAST YARD INLET 57 TO YD-7A SANITARY SEWER JERAL CROSSINGS °+°° z+p0 YD57 SERIES PROFILE p 280 a 000 J STR:8o VDOT STD. DI (L=6') VDOT STD. DI-3B (L=1z') 00 0 00 O10 O O "' 00 u TP-668.z5 TPR55 Qn rmn o O m INV IN: 661.33T08z INV IN9661. T08 -42 77 4 O ? O o O- 0 O INV IN: 661.1 TO BOB INVIN:66 6 T08zB 3'7 m O ""O `D o O O PROPOSED koZ� Ln F- H a N Nm ^ H- r INVOUT:66o67T078 INV OUT: 661.67 TO 80 'D 00 z z 00 GRADE (TYP.) 0 m'o O Op p �0 675 a>>> (r z z z > r?lOH > mw 675 O STR:84 VDOT STD. DI-3B (L=8') - - � z CO_ ^ TP=670.17 F a > > p O m INV IN: 66z.io TO 86 ^ F- Z z r a> - a NV OUT 66 TO 8 `) ~ p O I z.00 z Q 00 0 O 670 v, 0 ° p O o)u? EXISTING GRADE (TYP.) STR:74 VDOT STD. DI-3C (L=8') > o H FILL TYP.) ---- INV IN: 657 0o Tau ( O 78 ^ D ? O PROPOSED 6" DI IF a > > WATERLINE CROSSING 3 9 WATERLINE CROSSING PROPOSED 8" DI 1 1 INV IN; 65z.18T076 � v) H zz INV OUT: 652.o8 TO 7z • • • 685 STR:SzD VDOT STD. MH INVIN: -33 65 STR:58 VDOT STD. DI-3B (L=6') INV I N: 65g. z7 TO 54 INV IN: 664.5o TO 56 TP=675'50 INV OUT: 659.17 TO 52 INV IN: 668.02 TO 6o INV IN: 668.02 TO YD-g 68o INV OUT: 667.92 TO 56 STR:56 VDOT STD. DI-313 (L=8') TP=672.50 J/ PROPOSED GRADE( P.) INV IN: 66535 TO 58 INV IN: 66535 TO 56B / INV OUT: 665.25 TO 52D / 675 - FILL (TYP.) EXISTING GRADE (TYP.) 670 - RCP 141.z3 LF @ ip J m J In m p o O �co _j kD J _M N O L/) ID O H tD t0 O H m p � rilD J O lD d 0 n M n tD > N 1.. lOf- m b LD O�> ^�wr 10 N Dm°ZO 00 p min v) On Ln H� a� Z Z Fa» ,°0 0 � �tD ~O '4 'D O Ln 0 H O p LA H '{ OD > N O tD Do�F \\ Fzzz - - p N6 m00mH o mm^Z= l0-p 0 m�D >O 0010� ..kD a>> ` a °» F Zz_ -- �Zp/v) zz Ln H a>> Ln F z z POSED 8" DI -ERLINE CRC z �5" RCP 779,.,. LF @ 1.07% 15" RCP 40.17 LF Qa i.00% ,RCP °ro 6VP �395 63 Z 15" RCP 35.17 LF Qa 1.36% STR:68 VDOT STD. DI-313 (L=8') TP=688.00 INV IN: 680.93 TO 68B INV OUT: 680.83 TO 66 STR:68B VDOT STD. DI-313 (L=io') TP-688.17 INV OUT: 681.33 TO 68 1 uL 685 PROPOSED 8" DI WATERLINE CROSSING 68o :0011RCP lO/o 15" RCP 28.o6 LF Qa 1.43% 6 61 675 670 665 000 3. I 15" RCP 665 138.00 LF @a 1.86% 15" RCP PROPOSED SANITARY 66o 30.35 LF Qa 2.47% SEWER CROSSING 66o h M 0) v1 t0 H m M W d m H (n m d O H H p) H O m O �Y S S 0) O) O 0) 0 I� m n N n l,'1 n n 00 n n 1p n 0] N 00 06 't O1 W O 00 O1 H 00 C) N 00 N v) 0000 l0 1p lD ^ lD tD ^ 'o � ^ W 1p ^ ^ �p n m lD ^ 'o n to 'o lD ^ ID w 00 W tp 00 �D t0 �D 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+50 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. STR-68B - STR-52D PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-3. AS FOUND IN VERTICAL GRAPHIC SCALE THE 2oo8 ROAD AND BRIDGE STANDARDS. 5 0 2.5 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL AS FOUND IN -1 ( IN FEET ) THE 2oo8 ROAD AND BRIDGE STANDARDS. 1 inch = 5 £t. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. HORIZONTAL GRAPHIC SCALE SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 50 0 25 50 100 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. ( IN FEET ) 1 inch = 50 ft. 00 m XISTING GRADE (TYP.) m STR:7oD VDOT STD. DI-313 (L=6') p m 0 m TP=663.67 0 �0 m o a u m INV IN: 65o.z5T07oF D D a d p ^p o m o INV OUT: 65o.15T07o ~O aH„ r N 7 F O O 670 � �H Ln Lon �, o� O O pro > ���� o w�0 H�oo0000 O N 0-00� u STR:7oF VDOT STD. DI (L=6') � z Z ��^ 0 0000 0 m m� >° kD ko F p m 0)w N o Moo p oo `p a TP=663.75 O= fE a>>> F o 0000 N ° o amZZ0 0 ^' m 00 v a.. INV IN: 65o.5z TO 7z in H z z z p 0^ N CI m u > > > atOZ O - O > kDkpH o O �'ozz INV OUT: 65o.4z TO 7oD - �ninv).. - - - _> N 665 Ln zzz �„�zz --O » > ---- -- ---- -� kDZz= O Ln z zz -- � a »> tnHzzz'� 670 )POSED 8" DI TERLINE CROSSING 66o 665 �4" RCP 0" 1.2' 15" RCP 131.33 LF @0.56% 15" RCP 39.67 LF Qa i.00% 66o 1�/j 0' z4" RCP 147.83 LF Qa 0.830/0 660 43.og LF @a 0.53% RCP 21; C 165% 70.94 PROPOSED 8" PVC PROPOSED SANITARY 8" PVC SEWER CROSSING ZOL24" SANITARY SEWER CROSSING 655 RCP z 655 33.26 LF Qa i.5o% 23.9 LF Qa 1.42% 65o 650 vl ul O O 0 1� �D O ^ W ^ O N O O 0 W 00 lD N 06 l0 00 l0 o6 00 p) O N N l0 l0 N l0 H IDl0 l0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-88B - STR-74 PROFILE 4+00 4+50 5+00 655 650 645 200 STR:76 VDOT STD. DI-36 (L=io') TP=66o.00 INV IN: 65z.68TO76B INV OUT: 652.58 TO 74 ` � \ 0I {TYP.)�7r � F� I PROPOSED GRADE (TYP.) PROPOSED 6" DI J PROPOSED 6" DI_/ WATERLINE CROSSING WATERLINE CROSSING 15" RCP 30" RCP 78.z9 LF @o.51% 30" RCP 1o6.94 LF o @0.5z /o 30" RCP 17z.8z LF Qa 0.52% 79.94 LF 0.58% 30" RCP 30" RCP 32.89 LF @a 0.52% 15 59.85 LF �a o.53RCP % 30" RCP z9 54 LF 51% �a o.51/0 47.27 LF Qa o.66% O I, 00 00 Ln O n 0D O a `l v) O Ln v) 0) L O) 1p 0) O v1 y) O O L O 0 O �/) O N 0) 00 00 M H l0 kD m .T 10 � ,y .t � m kD ,.,) In ,.n LA � m l0 W LD 'D W ,.,) I� <D ID lD N N H l0 � l0 l0 l0 l0 1p t0 'o'o 'o10 � 10 10 kD 'D kD t0 ko w tD t0 � ko k ko 0+00 0+50 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 [STR-76D - STR-40 PROFILE m m p �� d O LA O m oo O mN mU) > O m W m O kD F O a> O> L„ F z z u m 0 0 CID 665 Ln 0 r;l > ^� LM) �O „> 66o v~iHZ 655 1. 15" RCP 5 85.16 LF Qa 0.76% 650 PROPOSED 8" PVC SANITARY SEWER CROSSING 645 7+00 SCOTT/R. COLLINS'? Lic. No. 035791,E 12/13/21 '.Aj L m_ ,ww VI F ZZ o Ln Oa z , g F�1 M U) o Z J C O H L \H D E Lu o o Ids J � Z � LL e z Cn ^Q Cn � J N 0 CD6 m N Q J J Lr) J Q W > Z W L.L L L LU a- _J H id =uj w U Q W L Y = Ln W 6 - L ~ U) O U) J � Jul _ W = Lr) LLJ H O W I_LU a Q 0 0 CD oC N z u _j Lu ­__0 W_ F W Q W d M JOB NO. 112066 SCALE III _501 SHEET NO. 17 DRAINAGE DESCRIPTIONS r� �������1�Mm�/,/ ----- -- \ -1 ----_� J Structure Area Cw t,, PIPE INFORMATION INLET INFORMATION e - - K� -_ -_ _ _ PROPOSED ROAD �/ - - - - ' _ {T� STIR. NO. DIA. LENGhI' SLOPE INVERT INVERT Curb SLOT RIM I , , , - - - = PROPOSED YARD DRAIN SYSTEM _ - - _ - - L/ - _ c - -� � - - - - - - _ (ACl'CS� �1VhO.� 111 _ - - MATERIAL INLETT(PE - - - , / - r` (in.) (R.) (%) IN OUT Type LENGTH ELEVATION - - - - - _�_ - -- - �_ - DRAINAGE SYSTEM-- - - - - - i - - - - - I 3aD DI3B CG6 1a ssssz -_- sae _ _ -_ss- - _ - - - - _ - = - - - - 30 0.21 0.70 6.0 38C 15 32.69 0.70% 660.25 660.02 RCP sea 94 96 100 694- - - / \ _ - - - - - - \ \I -� \r �\ 30B 0.25 0.70 6.0 \ I 38B DI-3B CG8 12 666.92 ___ _- - ___ 9$ __ _ - _�-_-------_.__-__ �r \ 3aA 15 41.07 0.58% 659.92 659.68 RCP " _ --_-- _- - - ' - \ \ \ 1` / - \ \ \ 1 \\ \-� / / 32 0.28 0.75 6.0 SCOTT R. LLINS'Z 68a� 36 OwB cc6 o seaoe , r 1 RrvEv C $ -- -- , \ \ I \ / 34 0.00 0.90 5.0 U Lic. No. 035791 a - --- • - - .�� , v - v v \ \ 36 0.16 0.70 6.0 0�0� 12/13/21 vice 37 a 41.02 oss% sssss sss.35 RCP 1 p I -- -- --`, H _ / ,\ , / 1 \ \ \ 1 / 38 0.12 0.60 6.0 1 z 1 I P`E� f.� RnW1, R M ` i / I 1 \ 35 15 35.86 0.65% 659 25 659.02 RCP E //�I� 34 MH - - 667.75 / I- _I I- _ I if -- 1 -�r' EAS EN'ft, \ LCJ / �. \ \ \ v I S �1y - _ 33 15 74.21 2.82 % 658.92 656.83 RCP 1 / W n i l l _ I �� r / - �� - - A \ \ TONAL D �® �� ��•���� r 3O \ \ \ 38B 0.42 0.70 6.0 32 DI-3B CG6 14 664.00 / I• r I lF`l '��--' \ /` I \ �o \ \ \ \ ` 31 15 146.79 3.18% 655.00 650.33 RCP 1 / �I I Q'-' �I • l , \ --- \ \ 38D 0.33 0.70 6.0 30 DI-3B CG6 10 657.33 1 / I • • • / ' �� , ^^ J-' - I / \ \ \ V A v ' / / �� �, � , ,; ...._, , :.. 1 � [ 40 0.21 0.75 6.0 \ § z -- • I• L \� 40B 0.24 0.75 6.0 29 18 167.90 1.03% 850.00 848.27 RCP /_ / / _ _ 4-r ♦ 1, ti m / / / 44 0.53 0.75 6.0 30B DI313 CG6 10 657.50 B .. _ _�_ 9D - / / ♦ ^ / 1 / ' 30A 15 33.18 1.27% 650.75 650.33 RCP --- --- -- - - -` i `lo --__-/ / ' / \\ -; - r -':•. / /� / // ROPOSED DRAINAGE DIVIDE (TYP.) 44D 0.38 0.70 6.0 ♦ ` � ' �' �` ♦ �/.. ��T- '' I \ \ � -• -I}I \ / � l 46 0.06 0.70 5.0Jim 0 lid s 54c Dp7 666.83 68 - \ I _ I 9 •_`\� <�\..... ♦ i / / I r r - \ O \ / / \ _ - / / ` • / \ _ / / / / 48 0.19 0.70 6.0 L 54C 15 20.53 2.43% 882.50 882.00 RCP y 86 ♦-Pq �� - ` ♦ / '��� \� \ , m / / / / ♦ / 50 0.28 0.75 6.0 LU [ 54A 18 39.66 0. WA 660.67 660.43 RCP DI3C CG8 10 667.68 I _� / .. pV� K/�/QG _ I / � ��� , II A V� 9 / / � - / 50B 0.19 0.75 6.0 x 1 �I - �Roga 6�RIt 1; v 1 / / o 53 24 197.83 0.54% 880.33 859.27 RCP -� _ I, 1 PROPOSED ROAD F x 52 0.12 0.70 6.0 U 54 DI3C C08 10 667.58 � � 52C MH 670.33 1 DRAINAGE SY\STE�-M: ------ o b46' �►� \ ; (- - (- \ \\- / \ - / / // �� 52B 0.12 0.70 6.0 m a 52 24 75.78 0.53% 659.17 658.77 RCP DI3B CG6 6 669.33 I I' I I , II 11 1 r \ \ I- : ~?.:. : 1-.:. / / ' / / / \ ,, / 54 0.50 0.60 6.0ck a 51 za 64.38 oso^� sses7 sse.3s RCP :i - 1...- II 11 PROPOSED YARD DRAIN SYSTEM I ✓ - \ 1 / v / / // �/ � s \ 54B 0.36 0.80 6.0 z 50E DI3C CG6 8 668.92 '. 1 - - , °'^. �9 ' 1 - ' / / �� z O .ti O 1 � / - / �- , � / 54D 2.89 0.40 10.0 .. o 550 za 3z.6a o.70� 6sa.zs 6se.oz RCP 13A - / / _ a z > ' 50 DI3C CG6 8 888.92 J Ivm v / \ / / \ // 56 0.10 0.75 6.0 3 i \ 49 30 64.49 0.50°A 657.92 657.60 RCP I ' II ` \ , \ " , / i / O U rl I ♦--r--_ �� _ \ / / 56B 1.06 0.40 10.0 1�1 m } z 1 0 I f iiC \ I \ \ / - J / i' / 58 0.09 0.75 6.0 s 47 30 106.46 0.55% 667.60 666.92 RCP I I a�a I .I -_\ 48 DI3B CG6 4 886.92 I y I G } _ ' I I ' - \ / \ \ / - 680- / / ' / / , ' ' O F LU i as 30 aa.w osz% 6e4.33 654.10 RCP I Q II • • • / V` boB / A \ - / / / / / 60 0.06 0.75 6.0 m � 44 DI3B CG6 14 885.75 - --- I % A / / / 4 [ I 2 0 ` \ ♦ / �? _ - - / 60B 0.23 0.40 8.0 > °� \ 43 30 19.13 0.78% 654.00 653.85 RCP f LLp4 I / ✓ / \ _ - _ - � UJ -I- 1 N r7 $4 ♦ � � i i -- � � � w 0 � S \ 42 MH - - 664.58 m / - 6 0 �� . I ! ♦ A �� 62 0.14 0.45 7.0 LU QCo 1 41 36 58.78 1.28% 653.75 653.00 RCP I I _ Z1� ¢. f j ♦ ��' A / / - - ' 64 0.07 0.50 7.0 Q i 40 MH - - 664.00 11-{-i'-I s -v-,'_ / r �� _ ' / Q LU i as as az.as 1.77°h s4a.7s s4e.00 RCP 1 1 V � � 64B 0.05 0.65 6.0 CL J h 806 - PRfMe Ro o STREET `i' ♦ // \ ' �' / 1 - - - - / / 1 66 0.05 0.65 6.0 L ? -- -- aac DI38 cG6 z 66s.5e o -_ 1 r / - - / _,, 68 0.14 0.75 6.0 > LU 44C 15 113.81 2.20% 665.33 662.83 RCP �V - - _ 'I F- -� - _ - \ / PROPOSED Y RD DRAIN SYSTEM/ / - /114 1 m ♦ \� 68B 0.21 0.75 6.0 44E MH - - 667.08 1 \\I a i ., e -__ - rr -,.k� _ _ _ � - / ♦ - - / / i' " "- � [ 44A 15 76.58 2.81% 662.50 660.50 RCP 1 D `� S • • 826 I I V i ♦ �. / V� _ _ _ - / ' - ' - - _� �AV 70 0.20 0.75 6.0 • i __ _ YD-3oA - - 70B 0.33 0.70 6.0 I I • - ♦ - 54D 52E DI-36 cc6 s 6ss.33 I I '.� ; `� ' _' - i I ♦ ♦ ,; ♦ - `�'/° -S8 �:;. --- - / - -- - \V �`- 70D 0.12 0.80 6.0 r \ 4 �♦ . 52A 15 32.88 t00% 882.50 882.17 RCP m � --- I. I I �r I ♦ � � 78 �„ - , i i ♦ • ' � , %l cp � ` i ` �. `� - All 70F 0.19 0.50 6.0 - _ \ < y TS 72 0.19 0.50 7.0 sae 2 . DI36 cc6 m seen I I \ 74 ee - \.: _ qT q1 OCO TQ io ♦ ♦ ` 56 �_�_�, �_� PARK RIDGE DRIVE. -�-� � 72B 0.14 0.75 7.0 .43% 881.33 88093 RCP m ). l S'p- \`, 68 DI313 CG6 8 688.0o I I 'i I ) -.-._ 6l0"' ' ' ti/ `HSF FT / _ - >z_.. • -----o - - ---- - - -- 74 0.31 0.60 6.0 ] I I 1 _ J - - 67 15 76.16 4.37°h 680.83 677.50 RCP ' �� � I♦ � •.� _-- � � -.. :•. ^^ ..;. \Fiy/J � r ` � --- ♦ l l' ,,I �_ � �� LU N N '.' _ 0 76 0.27 0.80 6.0 M se DI38 cc6 6 682.25 I I • •_• • - PROPOSED ROAD ► ` 44D\ \ j l ' _ ♦ • --- s7o �72 ¢� 65 15 63.26 3.95% 676.17 673.67 RCP m I :' 1 �•-• • ♦ / / - .../ / /:i - - �.. -V- 874. 76B 0.26 0.85 6.0 01 N - - 64 DI38 cc6 a 67sso , DRAINAGE SYSTEM / // - 4 ' ' • \Fritz o .. /.. / 2 /= ---.c- -.� r- z6` \\♦ \\ 1 ,! / - - a • ,. bPE1�SPA 76D 0.15 0.75 6.0 63 15 35.17 1.36% 672.33 671.85 RCP >;.: ' ,., 7 _•'! • p - "� .� / \ / - �„ 74 _ 62 DI3C CG8 6 678.83 61 15 92.10 1.07°A 671.75 670.77 RCP I I 1 - % - , _PUBC/CRO wf1 _ ]OF ♦ //"7 / �Q... R _ l >- /� j - / \ - - - - �s 60B DI3B CG6 8 878.42 " ' / ,.... (S4'R .. �� / \.i 446 (7 rye.... , b 2 - ' l �/ / / / , 60A 15 40.17 1.00% 670.67 670.27 RCP H --c 6D _ / I _J :�. 6 ♦ �:\./ �` / _, B y� ,' / / / OT7 60 DI-313 cc6 6 678.33 - _- i / I • I _ _ S . ; _ ' a/ LOT 74 \- - SFD 59 15 141.23 1.52% 670.17 668.02 RCP m \ • • _ I _ _ - : . , 70D .JOB ♦ i / / / / 6^ SFD/ \ 58 DI-3B CG6 6 675.50 r • • ♦ .>:. _ ♦ / / Q_ / / / / // ^ t '� _ 57 15 138.00 1.86% 667.92 665.35 RCP � � � I _ _ �7 � • ♦ / 56 DI38 CG8 8 672.50 _ �- - - 1' s s -h I ♦ rl► / ^ / 4 �/ l l / 55 15 30.35 2.47% 885.25 884.50 RCP / III ...� -+z -� // ♦ ` / �� m 'e / O / / / �// / /^ /,•. '' .-. __ _�--- � ��\ �/ / � ♦♦ /7/ 4oB ' `. 42 4 \ /.; / /.:- / // / // // LOT 75/ / r- 56E DI-36 CG8 16 672.50 56A 15 39.70 1.00"h 665.75 665.35 RCP ° V 64E DI38 CG8 8 679s7 \\ 64A 15 28.81 1.99% 673.00 672.43 RCP y ,`.'.'.�•i.�.�•�''�". .,. y�4�s, / / \\s --tee _Ls /_ / /� \ 40, A [t$! / / ,// 1 0'\� LOT 7 SFD 76C DI3C CG8 8 657.67 -sue- LL•�.�• .. `.•. a-. •-. w \ \ - ss _ i / -� I. ,. I / v, . •'♦ / I 76C 15 85.18 0.78% 653.58 652.93 RCP Ise 3I38 cc6 10 660.00 •.•"• � W •� \ 76A 15 29.54 0.51% 652.83 652.68 RCP _ �'��•� \'\V. 1 76 DI3B cc6 10 seo.00 '.'.'. .`\.'.'.'. N. I. .'.'.'�•.".'� ".'.".'. . -�, I LOTS/ 75 15 78.29 0.51% 652.58 652.18 RCP .'. \ \ - F' i / // ROPOSED YARD DRAIN SYSTEM \ \ 74 DI3C CG8 8 662.50 \ \ 73 30 106.94 0.52% 652.08 651.52 RCP I - - \ \ •� - • \ / , / / - C / \ \ \ ' \\ J F '\ � I I '� \ 1-'OZ7B \ \ 72 DI3B CG8 6 883.58 !.�'.'.`. �.`. }\.:.'.'.'.` SFD \ 71 30 172.82 0.52% 651.42 650.52 RCP \ I - l r l / ♦ �� \, / / 70E 30 32.89 0.52% 650.42 650.25 RCP DI CG8 6 663.75 701 663.67 I - - - _ - �- \ �'-I•`1.•`•'•`•'•`•`•`\`• �� \ / / "��\ / / \\��o\- DI38 CG6 8 / \/� .,I'yi;•.i* F� •s \\ \' ` \•- 70C 30 79.94 0.58% 650.15 649.68 RCP >� //\ \ \ .,�•. •. ./(F � '\ �. \ \\ \�\ `.. , / 7 � .,"/ / / _\� „^. / // ,' / � ♦ \ •\ 70 I \ 69 30 47.27 0.86% 649.58 649.27 RCP DISC CG8 8 882.83 - - J / \ \ \ \ �\ I '.•`(lit .-.•�1•\-1��.-. - ?� - \\�\ / ' / / /f' A� / %♦ / ___`� % `\•\ I 40E DI38 CG8 8 663.17 i "o I � \ \ . / '.\.'.•.\.-.'.\_.•.....\ '.n'• EXISTING STORMWATER 40A 30 59.85 0.53% 849.17 848.85 RCP _ ' \ _ \ 1 . �' - , // • Q O� / �,...MANAGEMENTFACILITY III / 70E DI3C CG8 10 662.83 ' /�;... _�„\ \ \ k/ \ \c-.`.•.'\�-.'.`'.`.•.'. .°'. \ \ �QQ / /'\\, ql�//ice , II \� 70A 15 32.88 2.05% 858.50 855.83 RCP / / "'., \ \\I� (\ � :•-:,•..1 .�••••••�••••�••••••- ,•-•-� \\ � :� .' _ // ;. ,: / //' - .\ \\ ' M I / `\\ � \ \ \ \ 1 1 \\ • \� -. ,.' \ \ C•' � , / ::' .PROPOSED ROAD i7 r I TI 7s 32.n o1% sss.7s sss.az RCP DI-3B CG6 6 663.58 / i LL ♦,:' - 6 / / DRAINAGE SYSTEM i2A 1 � \ 8EE DI3C CG6 8 671.33 III I 8887 15 131.33 0.56% 664.17 663.43 RCP /� / \\\\\ .\-.;. `..'. \. �\- �V,..\ � \�•\ iI � 10�,/�*4 88A 15 39.67 1.00°A 664.67 664.27 RCP ♦ 4f DI3C C6 6 671.33 / 88 MH - - 673.00 85 24 147.83 0.83% 663.33 662.10 RCP _ \ \ \ \�\ \\ \ `;. \ .'.\\• I \ I. - BARK / . / /� �'- �� ( \ \ \\\ \\P \\ \ '_;\ .•.\.`.-.-.•.\.\.LL..n` __""_- \ I _ _Y. _ rs.. PUBLICROAD(4RIVJ) \ 84 DI3B cc6 a 67o.n / v A \ \ A \ V -1T - --- r v YD-8 LO c 82 DI-3B CG8 12 669.42�.•.•. •. .-. _.- 81 24 23.92 1.42% 661.67 661.33 RCP - - \ \ \ \ \ \\ \' �`. •.•....... \A _ Bo 779e 24 70.84 1.65% 660.67 659.50 RCP DI313 cc6 s 668.25 �VA\\�\ \ \�V\A \��\\\°'�\�\A \ �'� • ..�..\ \ \ v 11 i --1 _ � � DI38 cc6 s ss4so � � , � �►\ 1 77 24 33.26 1.50% 657.50 657.00 RCP =�- \ \\� \\ \ \ \\\\ \. \ \\ \ I '.\.'.'.'.'.. •\. I 1 / \ \ '.D-6C �t \ SFA YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH" (R.) SLOPE(%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION YD6E 18" Yard Inlet 671.33 12 92.75 c 668.50 667.50 HDPE YDSD 18" Yard Inlet 670.33 12 79.25 1.89% 887 50 868 00 HDPE YDSC 18" Yard Inlet 669.50 12 94.67 8.45% 666.00 658.00 HDPE YD6B 18" Yard Inlet 662.00 12 58.08 8.48% 858.00 854.17 HDPE YD SA 18" Yard Inlet 658.67 12 73A2 1.59% 654.17 653.00 HDPE YD6 12" Cleanout 658.67 12 26.92 0.93% 65300 652,75 HDPE YD6F 18" Yard Inlet 657.67 12 46.00 1,09% 654.67 654A7 HDPE Y0.713 18" Yard Inlet 670.67 12 97.04 1.03% 667.67 666.67 HDPE Y0.7A 18" Yard Inlet 669.67 12 94.83 2.11% 066.67 664.67 HDPE Y0.7 12" Cleanout 669.17 12 12.92 2.63% 664.67 664.33 HDPE Y0.7C 18" Yard Inlet 871.00 12 107.11 1.24% 668.00 886.67 HDPE YD3 18" Yam Inlet 669.00 12 92.08 1.09% 666.00 665.00 HDPE YD-9 18" Yam Inlet 671.17 12 20.00 0,75% 668,17 668.02 HDPE YD-10B 18" Yard Inlet 673.00 12 41.83 1,20% 670,00 1 669.50 HDPE YD-10A 18" Yard Inlet 672.50 12 70.75 2,83% 669,50 667,50 HDPE YD-10 12" Clean°ut 670.50 12 28.17 6.82% 667.50 665.58 HDPE Y0.11C 18" Yard Inlet 674.00 12 72.33 1.38% 671.00 870.00 HDPE Y0.11B 18" Yard Inlet 673.00 12 62.83 1.59% 670.00 669.00 1 HDPE YD-11A 18" Yard Inlet 672.00 12 62.83 1.59% 669.00 668.00 HDPE Y0.11 18" Yam Inlet 671.00 12 74.25 1.01% 668.00 667.25 HDPE YD-12B 18" Yard Inlet 686.00 12 95.00 2.11% 683.00 681.00 HDPE YD-12A 18" Yard Inlet 684.00 12 68.67 1 7,28% 1 681.00 1676.00 1 HDPE YID-12 18" Yard Inlet 680.00 12 30.33 3,56% 676.00 674.92 HDPE 78 0.06 0.60 6.0 80 0.08 0.85 6.0 80B 0.09 0.85 6.0 z 80D 0.29 0.80 6.0 Q 82 0.30 0.75 6.0 a 82B 0.25 0.75 6.0 ti 84 0.14 0.65 6.0 CM i 88 0.12 0.70 6.0 C a 88B 0.39 0.60 6.0 90 0.21 0.75 7.0 90B 0.45 0.70 7.0 92 0.11 0.65 6.0 N Z 92B 0.05 0.55 6.0 O 94 0.30 0.60 6.0 N 96 0.18 0.60 6.0 N 0 a 1 98 0.21 0.60 6.0 I Q Q 100 0.33 0.65 6.0 > O 102 0.34 0.70 6.0 LU J J YD-6 0.00 0.90 5.0 YD-6A 0.15 0.45 6.0 > z [ YD-6B 0.14 0.45 6.0 LU Q YD-6C 0.11 0.45 6.0 CC [ YD-6D 0.09 0.30 6.0 G I: YD-6E 0.29 0.40 7.0 O J W ` YA YD-6F 0.23 0.45 6.0 0� i--i YD-7A 0.18 0.60 6.0 Q LJJ Q YD-7B 0.12 0.50 6.0 _ U) [ z; YD-7C 0.22 0.45 6.0 ci Q Q i YD-8 0.05 0.65 6.0 Y = < YD-9 0.05 0.60 6.0 LU a- 0 YD- l0A 0.04 0.60 6.0 YD-10B 0.11 0.50 6.0 D J i YD-11 0.23 0.45 6.0 U) J YD-11A 0.13 0.40 6.0 YD-11B 0.16 0.50 6.0 YD-11C 0.10 0.50 6.0 LU � O YD-12 0.23 0.40 F 0 YD-12A 0.18 0.45 6.0 U)O LL YD-12B 0.11 0.55 1 6.0 H �yOT �" �vj w ` Q Fo/ SF -A. t0'� 90 1_LOT � - / -..,.1 A- I � \ I i80C DI38 cc6 10 887.87 \ \ �LOT 86 / �FA80C 15 26.02 1.54% 662.42 662.02 RCP \ \ \ '.'L'.'.`.'.-.'.-. / I \' '6 0-SRAI\LOT 1aoe DI3c cc6 a sezn V V � \ A .'.'.'. .'.'.'. r I rl I >( SFA \ \ V AV A \\ A \ ... A _ I "1 r I VA s�4/- 66 \/ / SFA Q a v vAV V •- �\.m. _ O 80A 15 118.59 0.63% 661.92 661.17RCP --- / / v LOT 1 : PROPOSED YARD DRAIN SYSTEM / -_---_ _� / SFA w °'[6vo v 82E DI3B CG6 10 672.00 I \ \ \ \ . l /� 1 \ 1 \ �\ YD- .' \ \\ SFA , / // / - - - LOT 87' / L 102 �+ a y �66J554 \ \ \� .TI`. .\`�£�--`r".`_' I 1 0,� `I 60/ 62- /= 66ia na 82A 15 121.84 2.12% 666.25 663.67 RCP _ \ A \ \ \ \ \ .--. r ' -I N 3\ A / „1V �� 1� 1 A /6 / �0- V .. / / / �'L- \ \ \ \ \ �\�'LL'•'LL`�'( � \ \ \ / o :'// y66 1 OPEN C PACE \ \ [ I I i I 102 DI-3B CG6 12 678.92 / I I \ �'T -` - � �. / / \ // \ SPACE LOT 112 I I 11 LOT 10 cc 101 15 105.29 0.69% 672.63 672.10 RCP ' / I / I \ \\ \ \\ '•�`•'\`•`•�•'-` ''/_ 1 \ f �1'\ ��' , \ \ 6Fe e56.6j /^\ >Ey LOT... p.09 AC \ 3 [ I \ \ \\. - \. ' , \ \ ,` / LOT110 SFA / LJ'J a ��"i- 6 toe DI3B CG6 iz 676.e3 - - \ \ 1 • \• 'I - •I' • 1 • `\ \\ \ � / \ "G^ SFA SFA LOT 109 LOT 108 '--I �I \ I \ �• • • \'.' \- \ \ / PROPOSED DRAINAGE DIVIDE (TYPJ 09 ACRES / SFA I SFA I LOT 107 LOT 104\ £ d� 99 15 65.86 1.37% 672.00 671.10 RCP I _ A \ I �c 65e'� V A V' / 1 SFA SFA ^ se DI3B cc6 a s7s.00 - �� I'.. A \ \ - / v / �FA J� b _ / I / / 1 I -/- )\• - i A / A FFERi6n6aa / [ 97 15 53.46 0.75% 671.00 670.60 RCP /- / - \V "" / I \ \ 1 \',- / s\ / \ �• _ i' I I \ LOT105 :•' OVA � w -[ \ 96 DI3C cc6 8 675.50 / / \\ I \ i\- ".1� ,\�. \__-F \� \ _''- / SFA . ` p LU a eonwo I / T _ D 1 //vv�c //vv ��\\ 77 I I I Fr 1 `f. �I ( .'.\ �' \\ _ I 95 15 20.19 0.75% 870.50 870.35 RCP •l. SCAL� I II I ^ �' '.'t'.I ! 1 w \ \ \ , 4,\:. ., / \ / �' .: •... .:-- �,O d lA [ \ \ •\ / \ GAR=ssa.aa AT Q' JOB NO. [ ,,,..;._:,, I � �. . . \ H � LOT 10\ [ -' 94 DI-3B CG8 8 675.67 - - / I 1 / \ I •' 93 15 92.73 1.15% 870.25 889.18 RCP -- 6 _ 0/ 30 60 /120 /li I I I �2qp I \ •\..I :.:.:L'.`.'. / - .\... \.,- ` \\ '� \ ` \ / 4 = / \ / /> / C C / 6 _ \ SFA ^\ 1` G i I � X-3. \ FFE 658.6I / / _.,. PIb� H �� '_` \ J� \ \ .. \ \ l \ \ / �s / \ ROAq\�NE \ �/ 112066 92e DI3B CG-2 4 674.08 _ . . . 1 92A 18 23.91 0.98% 889.08 888.85 RCP \ ._.LL.. ,,`.,,- /_jLL.:-\,:.-. �- `\,l \\ I; ' \, \� CONNECTION TO ROAD DRAINAGE SYSTEM �" \) - o _'- SCALE 92 DI3C CG-2 6 674.00 _ ' \ �' ' ' 'I'..' INSTALLED WITH GLENBROOK PHASE z II I 81 18 38.45 t15% 888.75 888.33 RCP _ / - � _ ( I 1 FEET 1 / / /1 \ '..'.'.�.'.;.L ... �.,� \ ✓� \\ � .• - s \\ / / / �\\ \ _.. -•. 65& \ � \ 1 - 60 soe I DI38 cc6 14 674.75 / 1 inch = 60 ft. SHEET NO. / 90A 18 39.80 1.26A 667.75 667.25 RCP // / 90 3I313 1 cc6 10 674.75 / I I I I 1 I •'-''-�'-'`'�.''.\..'..\ --\ `\ ^\ 5 -�- �\\� \\/ �- 18 s Re39a Smrm Year- 10 Design Year. 10 IN*& ( nbmoE213 Job#: 1120fifi Prepared by: AML, PE 16 TH OF ^`y O �� //''�� 0 O SCOTT R. LINS� FC. G. �� �� �� / / aqY t.rA .pV �SSIONAL V, POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA MLEF TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY NFL FLOW TIME [NCR ACCUM ACRES C MM MIN C.F.S. UPPER WWFR FEET FT./FT. INCIffS C.F.S. FP.S. SEC 38D 0.33 010 0.23 023 AN 6.35 LS 38B MO.25 660.0E 32.fi9 0.00]0 Is 5.4 37 8.8 38B 0.42 0.70 029 0.53 6.15 6.31 33 38 65982 09.0 41.07 0.0058 IS 49 4.3 9.6 38 0.12 0.60 0.07 0.60 6.31 616 3.7 36 6W..58 65935 41.0E 0.0056 Is 4.8 4.3 9.4 36 0.16 O.N 0.11 O11 fi.46 6.2E 4.4 M 659.25 6590E 3566 0.0065 Is 5.2 4.8 ZS 34 ON ON ON O21 6.59 6.19 4.4 32 658.9E 65683 J421 0.028E IS 108 8.3 8.9 32 on 0.75 0.21 0.92 6.74 6.14 5.6 30 65600 65033 146.N 0.0318 IS ILS 9.3 15.8 30 0.21 O.N 0.15 1.67 8.34 5.]3 9.6 IX14 650.00 fiM27 16].N O.OIOJ I8 10.] 6.8 2T7 MR 0.25 070 0.18 0.60 8.24 5.75 3.5 30 fi50]5 65033 J3.18 0.0127 IS ].3 5.8 5.) Z O M � Z O Vl LU Z Q In W Q m Ln -i-I Z J_ � Q O 1Y Q Z l U1 Z L-1 U U U Q Pzs Q 0 Z 7) O U J 1Y Q LU 1Y0 a W w l o L-1 In W Y E 0.29 ea 0,12 0.12 Ton 6.0] 0] YD6D M&M %7,50 9175 0.0108 12 4.0 3.8 N.3 Y0.6D 0.09 0.30 0.03 0.14 ].41 5.96 09 Y M7.50 666.00 7925 0.0189 12 5.3 4.9 16.0 Y &2 0.11 OAS 0.05 0.19 7.67 5.89 1.1 YD6B M6.00 65&N 94o7 0.0845 12 112 9.0 10.5 YD-6B 0.14 0.45 ow 026 7.85 5.85 LS Y A 658.00 654.17 59.08 0.OM8 12 9.8 9.0 6.6 Y 6A 0.15 0.45 0r 0.43 7.96 5.8E 25 YD6 65..17 653.00 7142 0.0159 12 4.9 6.2 11.8 YD-6 ON 0.% ON 0.43 8.15 5.7 2.5 30B 653D0 652.75 2692 O.OD93 12 3.7 5.0 53 Y0.6F 023 0.45 0.10 0.10 6.00 6.35 0.7 YD6A 654.W 654.17 46.00 0.01N 12 4.0 3.8 12.3 54D 289 0.40 1.16 1.16 10.00 537 6.2 %B 662.M 662A0 20.53 0.0M3 IS 10.1 8.6 2.4 MR 036 0.w 029 1.44 10.04 536 7.7 54 660.fi] fi60.43 39fi6 O.WfiO IB 8.1 s.2 7.fi 54 0.50 0.60 0.30 1]0 10.17 534 9.3 ffiD 660.33 99.27 19]83 O.wu N 166 SA 36.5 MR ON ON ON 290 1017 522 152 52 09.17 658.A 75.76 0.W53 24 165 53 12.7 52 0,12 0.N 0.0 3.0 to." 5,18 15.9 SOB 08.67 08.35 64.36 0.0050 N 16.0 5.8 11.1 SOB 0.19 0,75 0.10 321 11.17 5.15 I65 50 658.25 658.0E 32.68 O.00N 24 1&9 6.8 4.8 50 028 0.]5 021 3.69 11.25 513 189 48 65J.91 65].60 fi4.49 O.00s0 3p 29.0 6.3 10.3 48 0.19 070 0.13 3.82 11.42 5.10 19.5 46 657M 6568E I05.d6 AWS5 M 30.4 6.6 16.1 46 0.06 O.N 0.09 3.W IL69 5.05 19.5 44 654.33 6NAO 44.40 0.0052 M 29.6 64 6.9 44 0.53 0.75 0.40 T. 11.81 5.03 23.4 42 654.W 653.85 19.13 0.0078 30 362 7.8 2.4 42 ON 0.90 ON 934 ILL 5AB 46.9 40 653.75 MIN 58.78 0.0128 36 75.5 11.2 5.2 40 021 0.]5 0.16 14.38 11.93 501 720 SwNI 6ae.75 616.00 42.M 0.017 M W7 14.0 3.orfi7m 44D 038 0.70 0.27 0.35 6.56 610 2.1 44B 665.33 662.83 113.81 0.0220 IS 9.6 6J 18.1 44B ON 0.90 ON 0.38 684 611 2.3 44 6fi2.50 660.50 76.58 0.0261 Is 10.4 67 11.4 52B 0.12 0.I0 ON ON AN 635 0.5 M 652M 562.1] 32.68 0.01% I5 6.5 3.1 10.4 68B 011 0.75 0.16 0.16 &W 635 1.0 68 681.33 69J.93 28.06 0.0143 15 ].] 43 6.5 68 014 0.]5 0.11 026 611 632 1.7 fib MIR MAO 76.16 0.0437 Is 13.s 7.3 10.4 66 0.05 0.65 083 030 618 62] 1.8 64 676.17 673.67 016 0.0395 15 12a 73 8.6 64 o07 0.N ow 0.36 7A0 6.07 2.2 62 6]2.33 611.85 35.1] 0.0136 Is ].5 5.3 6.6 ll.l h Q N M �--1 O\1 N M '-1 N 62 0.14 0.45 ON 0.43 7.11 6W 2.6 60B fi]L]5 6]O.YI 92.10 0.010] Is fi] 5.1 18.1y..I MR O]3 0.40 ON 0.52 &W 5xi 3.0 W 6WA 6M.27 40.17 0.0100 15 6.5 5.1 7.8NIWM W 006 0.75 0.05 0.56 9.13 5.]8 3.3 58 670.17 fib8.02 14123 0..O152 Is 8.0 6.1 M.0 58 ILIA 0.75 09] 0.66 851 569 3.% Sfi 667.9E 665.35 138M 0.0186 15 8.8 69 20.1 56 OJO 0.75 0.06 1.16 10.14 534 62 0 �- M IN J M I co T V J 0 ' _ ` V M V t N O M N \ / W J J \ / I 1"I ®r LU r ■ O T U 111 W C /\ V / Lfl .. LU 111 W Q1 L.� � wY O ® CV 0 z \� < J 0_ �� ~� _/ d`�;/ /r \O� J C`I z F� ri �� 1 1 1 LLI = -j �� T y O LL- 1Y0.7A rV0.] O O �M W w / n V I d 7� O _ J U 1 1 1 1v1 W Q 7 L /r \I` 0� LL Q LU U-1 V) 52D 65515 66a.50 M.35 0.0247 Is 10.2 8.7 3.5 MR 1.06 0.40 O e OA2 10.00 537 23 M 665.75 665.35 39.N 0.0100 15 6.5 4.7 8.4 fi46 005 0.65 0.03 0.03 600 635 0.2 M 6A.00 672A 28.61 0.0199 IS 9.3 3.0 9.6 ]fiD 015 o.]s o.0 o.0 6ao 63s oe )bB 03.58 652.93 85.16 OM76 Is 5.6 3.1 F71 76B 026 0.85 022 0.33 645 622 2.1 ]6 652.83 02,68 N'N 00051 15 4.6 3.7 8.1 76 027 ON 022 0.55 659 6.18 3.4 ]4 02.58 652.18 ]8.N RM51 Is 4.6 41 19.1 74 031 0.60 0.19 3.93 8.67 5.66 222 72 652.08 01.52 IOfi.94 O.00s2 30 ItAf 66 162 72 0.19 0.50 0.10 4.13 &% 569 23.1 NF 01.42 00.52 1'2.82 0.005E M 29.6 6.7 M.0 NF 0.19 ON 0.10 422 9.38 5.50 232 ND 65042 65015 32.89 O.00s2 30 296 6.7 4.9 '1lID 0.1E 080 0.10 4.3E 946 5.48 23.) N MIS 619.68 Nw 0.0058 30 31.2 7.0 11.4 ]0 020 0.]5 0.15 4.70 9.65 5.44 25.6 40B M9.58 M9.27 47.2] OWfi6 30 33.3 7.5 6.3 MR 024 0.75 0.18 4.88 9.75 5.42 26.4 N 619.0 648.85 59.85 0.0053 30 29.9 6o 8.7 NB 033 ON 023 023 6.W 6.35 1.5 70 656.M 655M 32.68 O.U205 Is 9.2 54 6.1 RB 0.14 0]5 0.11 0.11 Z00 6.07 0.6 n 656.75 656.4E 32.71 0.0101 15 6.5 3.3 9.8 BBB 039 0.60 0.23 0.23 &W 635 1.5 88 6M.6] 664.2] 39.67 0.0100 I5 6.5 42 94 88 0.1E ON 0.0% 0.3E 6.16 630 2.0 86 6fi4.1] 663.43 131.33 0.00s6 Is 4.8 3.7 35.3 86 ON 0.90 ON 218 ].W 5.ffi 132 84 663.33 662.10 14713 Own 24 20.6 7.0 21.3 84 0.14 0.65 ILIA 23) 832 5.]4 13.6 ffi 6fi2.00 66Ln 43.09 RW53 24 165 5.9 7A ffi 030 0.75 02J 2.78 8.45 5.71 159 80 661.67 661.33 D.92 0.0142 24 2].0 &9 2.] 93 ON o.w 3.19 &49 510 I&0 ]B 660.67 659.50 N.89 0.0165 24 29.1 9] 7.3 ]8 0116 O.fiO ONorr O.D1 3.19 &bl S.fi7 1&1 74 65].50 M7M 33.26 0..0150 24 2]1 9.3 3.6 80D 029 0.80 023 0.23 600 635 1.5 eoe 662.42 66z.m z6m o.o1s4 15 8.0 5.0 52 80B 009 0.85 O.C6 0.31 6.09 632 2.0 80 661.92 661.1] 118.59 0.0063 15 5.1 39 30.7 82B 025 0.75 ILIA ILIA 600 635 L2 ffi bfi6.25 fi63.6] 121.84 0.021E IS 9.4 s.2 232 102 034 O.N ILEA 0.4) 661 6.18 2.9 IW 6T1.83 672.10 10529 O.Wf9 IS 5.4 4.4 73.) 100 033 0.65 021 0.69 ].01 606 4.2 98 6M.M 01.10 65.86 0.0137 15 ].6 63 10.5 98 011 0.60 0.13 0.81 ]LIB 6.0E 4.9 96 6]I.00 6N.60 SJ.46 0.00]5 IS 5.6 5.1 10.4 96 0.18 0.60 0.11 0.9E 736 5.97 Ss 94 6]0.50 670.35 N.19 O.OWS Is 5.6 5.2 3.9 94 030 0.60 0.1% 1.10 742 596 fi.6 926 fi]0.25 669.18 92.]3 0.0115 Is fi.9 64 14.4 92B F05 055 003 1,13 Ta 5.90 6.6 92 659.08 668.85 23.91 0.0096 18 IF3 62 3.9 92 0.11 0.65 0.0] 120 ].T3 5.88 7.1 %B 6fi8.]5 668.33 36.45 0.0115 IB 11.3 bJ 5.4 NB OA5 O.N 032 1.51 7.8E 5.M 8.9 90 667.75 667.25 39.80 0.0126 is 11.8 7.3 5.5 N 021 0.]5 0.16 196 )91 5.&i ILA 8fi 6fi7.00 66fi.6] 2].9] 0.0118 24 24.6 7.fi 3.] Y67B 0.1E 0.50 0.06 0.06 600 635 OA V6)A 66].6] 666.6] 9).04 0.0103 12 3.9 32MO7 0.18 Ofi0 0.11 02] 651 620 1] bfi6.fi] 664.6] 94.83 0.@II IS 5.6 62 7 ON 090 ON 017 &r 6.13 1.7M 6M-67 66a33 1292 00263 12 63 6.7 Y0.)C 022 0.45 0.10 0.10 6.110 635 0.6 V M 668M 666.6] IWAI 0.0121 12 4.3 3.8 279 Y 8 ew 0.0 0.03 0.03 &N 635 0.2 44B 666.00 fib5A0 92.08 0.01W 12 4.0 2.6 M.% Y0.9 0.05 O.fi0 0.03 0.03 600 635 0.2 58 M8.17 fi68.02 2000. RW75 12 3.3 2.3 81 Y0.106 0.11 0.50 0.05 0.05 6.00 635 0.3 V 10A 670W 669.50 41.&3 0.0120 12 4.2 32 13.1 V0.10A ILIA 0.60 0.0E 0.0% 622 6.29 0.5 Y 10 MM 667.50 70.75 0.0283 IS 6.5 48 14.8 YAl0 ON 0on ON ore BLAB 622 0.5 44D M7.50 665.58 28.17 0.068E 12 10.1 6.6 4.2 Y Tic 0.10 0.% 0.05 0.05 6.110 635 0.3 Y 1111 fi]I.00 6'ri1.00 ]1.33 0.013% 12 4.5 31 22.d Y 11B 0.16 0.50 ow 0.13 07 614 0.8 )C]I3 NO. 112066 �IIA 6N.00 669A0 62.83 0.0159 12 4.9 45 13.8 V0.11A OA3 0.90 095 0.18 660 6.18 1.I Y611 �� fi68.W ffi.83 0.0159 12 4.9 5.0 12.6 Y 11 013 O.45 0.10 029 61I 6.12 1.7 % 668.N 667.25 74% 0.0101 12 3.9 4.8 15.4 SCALE N/A Y 126 0.11 R55 ON n06 6110 635 0.4 Y 12A 681.00 95.00 0.0211 12 5.6 40 23.9 Y 12A 0.18 0.45 ew 0.14 640 62d 09 §674.Q SHEET NO. ^ g Y612 6)6.00 68.67 OORB 12 Io4 T9 8.]Y 12 023 OAO O.IN 013 &M 620 1.4 102 30.33 O.03s6 12 7.3 7.2 4.2 -��® I I I III I I � 11 _-__-----__-- -��m� III: �®�_-__------_-- '•��®® III �® " _-___--__-_-- "®' �®® III �® " _____--____-- "® '®�� III ���_-__------_-- -��®� III ®®�____------_-- -��®� III ®®�_____--____-- II -_-____-�®�� I I oo I I: mm�� '®' �®� III �� " _-__------_-- "®' �®® III �® " _-__------_-- ' �®' ®®� III ®®' �_____--____-- "®� �®®:' III ®��_-__------_-- -���® III ®' ®�_-__------_-- -��®� III �® " _-__------_-- -�®®� III ���_____--____-- -_-____-_-__ III oo III m� I' ������������� ' ' oo I I mom® -®' ��®' III ���____---_-__-- ���������®®gym®oo�mm�� -��0® III �®�_-__------_-- '®�0� III ���_____--____-- '®�' �®� III ®� " _-__------_-- 0��������®®��®oo�mm�� III I III II II '® �®' ®� I III I I � I I _____--____-- -_-____-_-__ III oo I ' m� ' I �� -� �®' ®� III �� " _-__------_-- "'®�®� III ���_____--____-- -_-____-_-__ III oo I I m�� "®® "®I �®� III• ���____------_-- I • III I II ���������®��®®moo®mm®�� I I I I 1 -�®®® III ���_____--____-- -��®® III ®® " _-__------_-- '®�' ®®� III �� " _-__---_--_-- ©-_-____-®' ®�� I I �' III �mm�� -��® II I III �� " _-__------_-- "®�' �®® III ®® " _-__------_-- -��0' � III � '®' m_-__------_-- "®��®' III I1� ®' �_____--____-- "�®': ® '® III ®®�_____--____-- "®� ��� III �� " _-__------_-- "®'®" m� III ��®_____--____-- INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � a � s W �- d ti cai o ri o � n C m kj w w �' _? � v; y � � � r w° i - T p C a II v`=i in � ui o o E 30 3B 10.0 0.27 0.]00.59 0.00 0.69 0.02]0 0.0200 2.0 0.0833 4.1650 d.5d 0.90 3.679E 0.7466 0.1520 8.36 1.57 1.00 0.59 0.00 30B 3B 10.0 0.25 0.70 0.1]5 0.]0 0.00 0.]0 0.02]0 0.0200 2.0 0.0833 4.1850 0.8d 0.88 3.519E 0.1466 0.1490 8.9E 1.44 1.00 0.]0 0.00 32 3B 10.0 0.28 0.]5 0.210 0.89 0.00 0.89 0.0573 0.0200 2.0 0.0833 4.1850 0.60 0.90 3.519E 0.1488 0.1520 B.2fi 1.51 1.00 0.84 0.00 36 3B 10.0 0.18 0.]0 0.11E 0.45 0.00 0.45 0.0011 0.0200 2.0 0.0833 4.1650 3.79 0.% 3.679E 0.7466 0.1608 6.2E 1.61 1.00 0.45 0.00 38B 3B 12.0 0.4E 0.70 0.29d 1.18 0.00 1.18 0.0200 0.0200 2.0 0.0833 4.1850 6.2E 0.80 3.519E 0.1486 0.1373 8.26 1.45 1.W 1.18 0.00 38D 3B 10.0 0.33 0.]0 0.231 0.8E 0.00 0.9E 0.05]3 0.0200 2.0 0.0833 4.1850 0.67 0.90 3.519E 0.1488 0.1520 8.83 1.45 1.00 0.8E 0.00 40 3B 8.0 021 0.75 0.158 O.B3 0.00 0.83 0.0100 0.0200 2.0 00833 4.1850 6.61 0.% 3519E 0.1488 0.1448 5.00 1.80 1.W 0.83 0.00 40B 3B B.0 024 0]5 0.180 072 000 0]2 00145 0.0200 20 00833 4.1650 6.50 0.85 3519E 0.1466 0.1446 5.9E 1.35 1.00 0.7E 0.00 44 3B 14.0 0.53 0]5 0.398 1.59 000 1.59 0.0200 0.0200 20 0.0833 4.1850 6.97 0]5 3.519E 0.1468 0.1300 9.89 1.44 1.W 1.59 0.00 44D 3B 12.0 038 0.70 0266 1O6 000 1O6 00200 0.0200 20 0.0833 4.1650 6.99 0.81 3519E 0.1466 0.1388 7.87 1.3E 1.W 1.06 0.00 46 38 4.0 006 0.70 0.04E 0.1] 000 0.1] 0.0100 0.0200 20 00833 4.1850 3A2 0.% 3519E 0.1488 0.183] 2.67 1.50 1.W 0.1] 0.00 48 3B 8.0 0.18 0.70 0.133 0.53 0.00 0.53 0.0125 0.0200 2.0 00833 4.1850 6.% 0.88 3519E 0.1488 0.1490 4.80 1.83 1.W 0.53 0.00 52 3B 8.0 012 0.70 0084 034 0.00 034 0.0125 0.0200 20 00833 4.1650 4.26 0.93 3519E 0.1466 0.1664 3.9E 153 1.W 0.34 0.00 52B 3B 6.0 0.1E 0]0 0.084 034 000 0.34 0.0125 0.0200 2.0 00833 4.1850 4.25 0.93 3.519E 0.1468 0.1584 3.9E 1.53 1.W 0.34 0.00 58 3B 8.0 0.10 0.75 0.075 030 000 030 00315 0.0200 20 00833 4.1650 SA2 0.% 3.518E 0.1466 0.1637 4.80 1.67 1.W 0.30 0.00 58B 3B 18.0 106 0.40 0.424 1]0 000 1]0 00315 0.0200 20 00833 4.1850 8.56 0.78 3519E 0.1488 0.1344 11.19 143 1.00 1]0 0.00 56 3B 6.0 0.09 0.75 0.066 0.2] 0.00 0.27 0.0315 0.0200 2.0 00833 4.1650 3.29 0.% 3.518E 0.1488 0.163] 4.58 1.31 1.W 0.2] 0.00 60 3B 8.0 006 0]5 0045 0.18 0.00 0.18 0.0200 0.0200 20 00833 4.1660 3.% 0.99 3.519E 0.1466 0.165E 3.36 1]8 1.W 0.1B 0.00 BOB 3B 6.0 023 0.40 0.09E 03] 0.00 0.3] 0.0200 0.0200 20 00833 4.1850 4.W 0.% 3.519E 0.1488 0.1593 4.66 1.29 1.00 0.3] 0.00 84 3B 6.0 007 0.50 0.035 0.14 000 0.14 0.0235 0.0200 20 00833 4.1650 2.7E 0.9B 3519E 0.1468 0.165E 3.18 1.28 1.W 0.14 0.00 64B 3B 4.0 005 0.65 0033 0.13 0.00 0.13 0.0235 0.0200 20 00833 4.1660 2.64 0.99 3519E 0.1466 0.165E 3.08 130 1.00 0.13 0.00 BB 3B 6.0 0.05 0.85 0.033 0.13 0.00 0.13 0.095] 0.0200 2.0 00833 4.1650 2.33 1.W 3.518E 0.1488 0.1688 3]4 1.81 1.W 0.13 0.00 68 3B 8.0 014 0]S 0.105 0A2 0.00 042 0.0355 0.0200 20 00833 4.1650 1.80 0.86 3519E 0.1466 0.160E 5]9 1.38 1.W 042 0.00 68B 3B 10.0 021 0]5 0.158 083 000 083 00355 0.0200 20 00833 6.1850 4A2 0.9E 3519E 0.1d88 0.1549 7.0E 1.4E 1.W 0.83 0.00 ]OD 3B 6.0 0.1E 0.80 0.098 038 000 038 00141 0.0200 20 00833 4.1650 4.37 0.93 3519E 0.1468 0.1584 4.30 1.40 1.W 0.38 0.00 ]OF 3B 8.0 0.19 0.50 0.095 038 000 038 0.0141 0.0200 20 0.0833 4.1660 4.36 0.93 3519E 0.1466 0.1664 4.28 140 1.00 0.38 0.00 ]2 3B 6.0 0.19 0.50 0.095 0.38 0.00 0.38 0.0100 0.0200 2.0 0.0833 4.1650 4.64 0.80 3.518E 0.1488 0.1520 3.B3 1.53 1.W 0.38 0.00 72B 3B 6.0 0.14 0.75 0.105 042 000 042 00100 0.0200 20 0.0833 4.1650 4.8E 0.89 3519E 0.1466 0.1505 4.1E 1.46 1.W 0.4E 0.00 ]8 3B 10.0 02] 0.80 0.218 O88 000 0.88 00355 0.0200 20 0.0833 6.1850 4.% 0.88 3519E 0.1d88 0.1490 8.21 1.2E 1.W 0.% 0.00 ]BB 38 10.0 028 0.85 0.221 0.88 0.00 0.88 0.0355 0.0200 20 0.0833 4.1850 6.0E 0.88 3518E 0.1488 0.1490 6.2E 1.21 1.W 0.88 0.00 ]8 3B 8.0 006 0.60 0.036 0.14 000 0.14 00549 0.0200 20 0.0833 4.1660 2.36 1.00 3519E 0.1466 0.1668 4.1E 1A6 1.00 0.14 0.00 80 3B 6.0 008 0.85 0.068 02] 000 0.2] 0.0200 0.0200 20 0.0833 4.1850 1.59 0.9] 3519E 0.1468 0.182E 4.04 1.48 1.W 0.2] 0.00 BOD 3B 10.0 028 0.80 0.23E 093 000 093 00200 0.0200 20 0.0833 4.1650 6.69 19E 0.1466 0.143E 7.29 1.37 1.W 0.83 0.00 82 3B 12.0 030 0.]5 0225 090 000 090 O.Oa25 0.0200 20 00833 4.1850 0.69 19E 0.1466 0.1505 8.]8 13] 1.00 0.90 0.00 82B 38 10.0 025 0.75 0.188 0]5 0.00 0.]5 00203 0.0200 2.0 00833 4.1850 6.2A 519E 0.1488 0.1448 8.88 1.50 1.W 0.75 0.00 B4 3B B.0 0.14 0.65 0091 036 000 036 0.0230 0.0200 20 00833 4.1650 3.91 19E 0.1466 0.1583 4.8E 166 1.W 0.36 0.00 90 3B 10.0 0.21 0]5 0.158 0.83 000 063 0.0281 0.0200 20 0.0833 4.1850 4.6E 19E 0.1488 0.1520 8.6E 1.51 1.W 0.83 0.00 90B 3B 16.0 0.45 0]0 0.315 1.26 000 126 00281 0.0200 20 0.0833 4.1650 6.89 f'13 19E 0.1466 0.1388 8.36 1.50 1.W 1.26 0.00 92B 3B 4.0 005 O55 0.028 0.11 000 0.11 00200 0.0200 20 0.0833 4.1850 2.56 19E 0.1466 0.165E 2.]3 1.46 1.00 0.11 0.00 94 38 8.0 030 0.60 0.180 0]2 0.00 0.]2 00075 0.0200 2.0 00833 4.1850 6.2E 18E 0.1488 0.1373 5.01 1.80 1.W 0.7E 0.00 % 3B B.0 021 0.60 0.126 0.60 000 O50 0.0175 0.@00 20 00833 4.1650 4.66 519E 0.1466 0.1620 5.23 153 1.W 0.50 0.00 1W 3B 12.0 033 0.65 0.215 0.88 0.00 0.88 0.0375 0.0200 2.0 00833 d.1650 4.91 519E1.W0.%0001200.0300 0.0200 2.0 00833 4.1850 633 .519E 0.1488 0.1478 8.18 1.4] 1.W 0.95 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 8.50 (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH( Intensity 4.00 (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 Inlet _ x 4 S a � J x � � � ¢ d ti U O O O F 2 s � s � 0 3 ui . � � (•n 6xi r g n � _ _ - � r E a a lek 0.05 0.60 O.IX10 0.1E 0.00 0.1E 0.0010 0.0200 2.0 O.OB33 4.1650 d.Bd right 0.07 O.fi0 0.09E 0.1] 0.00 0.17 0.0010 0.02W 2.0 0.0833 4.1650 6.28 38 3C 8.0 combined! flow 0.3 0.08 0.121 2.7] bk 0.13 0.75 0.0% 0.38 0.00 0.39 0.0010 0.0200 2.0 0.0833 4.1650 7.21 rght 0.15 0.75 0.113 0.45 0.00 0.45 00010 0.0200 2.0 0.0833 4.1650 7.61 50 3C 8.0 combined flow OB 0.10 0.218 499 Malmum allowable speatl =8.2S bk 0.10 0.75 0.0]5 0.30 0.00 0.30 00010 0.0200 2.0 0.0833 4.1650 6.56 rght ILIA 0.75 0.088 0.27 0.00 0.27 00010 0.0200 2.0 0.0833 4.1650 B.M 50B 3C 8.0 combined flow OB 0.08 0.168 355 Maxim allowable apeatl =8.25' bk 0.20 0.80 0.120 0.48 0.00 0.48 0 0010 0.0200 2.0 0.0833 4.1650 7.80 rght 0.30 0.80 0.180 0.]2 0.00 0.)2 00010 0.0200 2.0 0.0833 4.1850 8.% 54 3C t0.0 corrtinetl fbw 12 0.11 0.248 5.89 Maximum allowable apeatl=t2' kft ILIA 0.80 0.15E 0.61 0.00 0.31 00010 0.0200 2.0 0.0833 4.1850 B.S2 rght 0.1] 0.80 0.138 0.54 0.00 O.i4 0.0010 0.0200 2.0 0.0833 4.1850 B.t7 54B 3C t0.0 corrtinetl fbw 12 0.11 0.24E 5.53 Maximum allowable apeatl=t2' left 0.06 0.45 0.027 0.11 0.00 0.11 0.0010 0.0200 2.0 0.0833 4.1850 d.d6 rght 0.08 0.45 0.038 ILIA 0.00 ILIA 0.0010 0.0200 2.0 0.0633 4.1850 d.97 62 3C 6.0 combined ftrw 03 0.05 0.111 253 Maximum allowable apeatl=T bk 0.13 0.75 0.0% 0.39 000 0.39 0.0010 0.0200 2.0 0.0833 4.1650 7.21 right 0.0] 0.75 0.053 0.21 000 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5]2 ]0 3C 6.0 combined ftrw OB ILIA 0.1W 452 Maximum allowable speatl=8.26' left ILIA 0.70 0.133 053 000 O.i3 0.0010 0.0200 2.0 0.0833 4.1650 8.11 right ILIA 0.70 0.0% 0.39 000 0.39 0.0010 0.0200 2.0 0.0833 4.1650 7.23 ]OB 3C 10.0 combinetl flmv 09 0.10 0.208 4]B Maximum allowable speatl=8.25' left 015 0.60 0.150 O60 000 O.i0 00155 00200 20 0.0833 4.1650 5.07 rgM1t O.W O.60 0.036 014 000 ILIA 00200 00200 20 0.0833 4.1650 2.83 ]4 3C 8.0 combinetl fqw 0] ILIA 0201 460 Maximum allowable apeatl •8.25 lak O.OB O.]S 0.060 024 000 ILEA 00200 00200 20 0.0833 4.1650 3A3 rght O.0] O.]S 0.053 021 0.00 0.21 00200 00200 20 0.0833 4.1650 3R6 ]6D 3C 8.0 combinetl flow OS 0.0] 0.143 3.29 Maxim um allowable speatl •12' bk 0.0E 0.85 0.017 0.07 0.00 0.17 00010 0.0200 2.0 0.0833 4.1650 3.75 right 0.0] 0.85 0.060 ILEA 0.00 ILEA 00010 0.0200 2.0 0.0833 4.1650 6.% BOB 3C 8.0 combined flmv 03 0.05 0.111 2.54 Maxim allowable apeatl=l2' bk 0.0E 0.70 0.014 0.08 0.00 0.]8 00010 0.0200 2.0 0.0833 4.1650 3.68 rght 0.10 0.70 0.0]0 0.28 0.00 0.28 00010 0.0200 N. 0.0833 4.1650 6.37 88 3C 6.0 combined flow 03 0.0fi 0.134 30] Mulmum allowable speatl=l2' bk 0.21 0.80 0.128 0.50 0.00 O.i0 00010 0.0200 2.0 0.0833 4.1850 7.86 rght 0.18 0.80 0.108 0.43 0.00 0.43 00010 0.0200 2.0 0.0833 4.1850 7.60 88B 3C 8.0 corlDinetl fbw 09 0.11 0.234 5.38 Maximum allowable speatl=t2' left 0.0] 0.85 0.046 0.18 0.00 0.18 0 0200 0.0200 2.0 0.0200 1. W W 3.09 rght ILIA 0.85 0.028 0.10 0.00 0.10 00200 0.0200 2.0 0.0200 1.WW 2.51 92 3C 6.0 corrtinetl fbw 03 #DMro! #DMro! #Dlvro! Maximum allowable apeatl=6 left ILIA 0.80 0.084 0.34 0.00 0.30 00010 0.0200 2.0 0.0833 4.1850 6.8E right O.Od 0.60 0.024 0.10 0.00 0.10 00010 0.0200 2.0 0.0833 4.1850 L26 96 3C B.0 combined ftrw 04 #DMro! #DMro! #IXJroI Maximum allowable apeatl=T STRUCTURE DRAMACE D (IN) FLAW TYPE MLET TYPE ARE4 (PT2) PERIMETER (FT) A (ACRE) C 1 (RJMR) Q (CP9) VD6A IS"Nybplast Yard Inlet 0.59 30.25 0.15 0.45 4.00 0.270 0.25 WEIR FLAW YBbA IS"Nybplast Yard BlLt 0.59 30.25 0.15 0.45 6.50 0.439 0.34 WEIR FLAW YRbA 18"Nybplast Yard Inlet-50%cbgged 0.30 15.13 0.15 0.45 4.00 0.270 0.39 WEIR FLAW YRbA 18"Nybplast YaM lNet-50%obgged 0.30 15.13 0.15 0.45 6.50 0.439 0.9E WEIRFIAW YI)-6B 18"Nybplas[Yard Wet 0.59 30.25 0.14 0.45 4.00 0.25E 0.24 WEAR FLAW YI)-6B 18"Nybplas[Yard Wet 0.59 30.25 0.14 0.45 6.50 0.410 0.33 WER FLAW YI)-6B 18"Nybplas[Yard Wet-50%cb�d 0.30 15.13 0.14 0.45 4.00 0.25E 0.38 WEIR FLAW YI)-6B 18"Nybplas[Yard Wet-50%cb(ged 0.30 15.13 0.14 0.45 6.50 0.410 0.80 WEIR FLAW YD-6C 18"Nybplas[Yard Wet 0.59 30.25 0.11 0.45 4.00 0.198 0.20 WEE2 FLAW YD-6C 18"Nybplas[Yard Wet 0.59 30.25 0.11 0.45 6.50 0.32E 0.28 WEIR FLAW YD-6C 18"Nybplas[Yard Wet-50%cb�d 0.30 15.13 0.11 0.45 4.00 0.198 0.3E WEIR FLAW YD-6C 18"Nybplast Yard Wet-50%cb�d 0.30 15.13 0.11 0.45 6.50 0.32E OA9 WEIR FLAW YD-6D 18"Nybplas[Yard We[ 0.59 30.25 0.09 0.30 4.00 0.108 0.13 WER FLAW Y66D 18"Nyloplas[Yard Inlet 0.59 30.25 0.09 0.30 6.50 0.176 0.19 WER FLAW YD-6D 18"Nyloplas[Yard WeG 50% clogged 0.30 15.13 0.09 0.30 4.00 0.108 0.21 WEIR FLAW YD-6D 18"Nybplast Yard Inlet-50%cb�d 0.30 15.13 0.09 0.30 6.50 0.176 0.30 WEIR FLAW YD-6E 18"Nybplast Yard Inlet 0.59 30.25 0.29 0.40 4.00 0.464 0.36 WEIR FLAW YD-6E 18"Nybplast Yard Wet 0.59 30.25 0.29 0.40 6.50 0.754 0.68 WEIR FLAW YD-6E 18"Nybplast Yard Inlet 0.30 15.13 0.29 0.40 4.00 0.464 l.Qi WEIR FLAW YD-6E 18"Nybplast Yard Inlet 0.30 15.13 0.29 0.40 6.50 0.754 2.71 WEIR FLAW YD-6F 18"Nybplas[Yard Inlet 0.59 30.25 0.23 0.45 4.00 0.414 0.33 WEIR FLAW YD-6F IS"Nybples[Yard lnbt 0.59 30.25 0.23 0.45 6.50 0.673 0.54 WEIR FLAW YD-6F IS"Nybplest Yard Inlet 0.30 15.13 0.23 0.45 4.00 0.414 0.8E WEIR FLAW YD-6F IS"Nybplest Yard lnbt-50%cbpged 0.30 15.13 0.23 0.45 6.50 0.673 2.16 WEIR FLAW YR7A l8"Nybphst Yard Inlet 0.59 30.25 O.18 0.60 4.00 0.43E 0.34 WEIR FLAW YR7A l8"Nybphst Yard Inlet 0.59 30.25 O.18 0.60 6.50 0.70E 0.59 WPIR FLAW YR7A 18"Nybplast Yard Wet-50%cbgxed 0.30 15.13 O.18 0.60 4.00 0.43E 0.89 WEIR FLAW YR7A 18"Nybplast Yard Wet-50%cb@ged 0.30 15.13 0.18 0.60 6.50 0.70E 2.35 WEIR FLAW YD-7B l8"Nybphst Yard Inlet 0.59 30.25 0.1E 0.50 4.00 0.240 0.23 WEIR FLAW YD-7B l8"Nybphst Yard Wet 0.59 30.25 O.12 0.50 6.50 0.390 0.3E WEIR FLAW YD-7B IS"N3•bpbst Yard Inlet-50%cblged 0.30 15.13 0.1E 0.50 4.00 0.240 0.36 WEIR FLAW YD-7B IS"Nybpbst Yard Inlet 0.30 15.13 0.1E 0.50 6.50 0.390 0.73 WEIR FLAW V0.7C 18"Nybpbst Yard Inlet 0.59 30.25 0.2E 0.45 4.00 0.396 0.3E WEIR FLAW V0.7C 18"Nybpbst Yard Inlet 0.59 30.25 0.2E 0.45 6.50 0.644 0.49 WEIR FLAW V0.7C IS"Nybpbst Yard Inlet-50%cb�ed 0.30 15.13 0.2E 0.45 4110 0.396 0.75 WEIR FLAW V0.7C IS"Nybpbst Yard Inlet-50^/o clogged 0.30 15.13 0.2E 0.45 6.50 0.644 1.98 WEIR FLAW Y0.8 18"Nybpbst Yard Inlet 0.59 30.25 0.05 0.65 4.00 0.130 0.15 WEIR FLAW Y0.8 18"Nybpbst Yard Inlet 0.59 30.25 0.05 0.65 6.50 0.211 0.21 WEIR FLAW YE-8 18"Nybplas[Yard Inlet cb�ed 0.30 15.13 0.05 0.65 4.00 0.130 0.24 WEIR FLAW YE-8 18"Nybplas[Yard Inlet cb�ed 0.30 15.13 0.05 0.65 6.50 0.211 OJ3 WEOL FLAW YE-9 l8"Nybphs[Yatd tNe[ 0.59 30.25 0.05 0.60 4.00 0.120 0.14 WEOL FLAW YE-9 l8"Nybphs[Yatd We[ 0.59 30.25 0.05 0.60 6.50 0.195 0.20 WEIR FLAW YE-9 18"Nybplas[Yard Inlet 0.30 15.13 0.05 0.60 4.00 0.120 0.23 WEER FLAW Y119 18"Nybplas[Yard Inlet-50%cb�ed 0.30 15.13 0.05 0.60 6.50 0.195 0.3E WEIR FLAW YD-l0A l8"Nybphst Yazd Wet 0.59 30.25 0.1M 0.60 4.00 0.096 0.1E WEIR FLAW YD-l0A l8"Nybphst Yard Wet 0.59 30.25 0.04 0.60 6.50 0.156 0.17 WEIR FLAW YD-l0A 18"Nybplas[Yard Wb[-50%cb�ed 0.30 15.13 0.04 0.60 4.00 0.096 0.20 WEIR FLAW YD-l0A 18"Nybplas[Yard Wb[-50%cb�ed 0.30 15.13 0.04 0.60 6.50 0.156 0.27 WEIR FLAW YAlOB l8"Nybphs[Yatd We[ 0.59 30.25 O.l] 0.50 4.00 0.220 0.2E WEIR FLAW YAlOB l8"Nybphs[Yatd Wet 0.59 30.25 O.l] 0.50 6.50 0.358 0.30 WEIR FLAW YAlOB 18"Nybplas[Yard Wb[-50%cb�ed 0.30 15.13 0.11 0.50 4.00 0.220 0.30 WEIR FLAW YAlOB 18"Nybplas[Yard WL[-50%cb($ed 0.30 15.13 0.11 0.50 6.50 0.358 0.61 WEIR FLAW YAl] l8"Nybphst Yard Wet 0.59 30.25 0.23 0.45 4.00 0.414 0.33 WEIR FLAW YAl] l8"Nybphst Yard Wet 0.59 30.25 023 0.45 6.50 0.673 0.50 WEIR FLAW YAl] 18"Nybplast Yard Inlet-50%cb�ed 0.30 15.13 023 0.45 4.00 0.414 0.8E WEIR FLAW YAl] 18"Nybplast Yard Inlet 0.30 15.13 023 0.45 6.50 0.673 2.16 WEIR FLAW YD-11A l8"Nybphst Yard Wet 0.59 30.25 0.13 0.40 4.00 0.208 0.21 WEIR FLAW YD-11A l8"Nybphst Yard Wet 0.59 30.25 0.13 0.40 6.50 0.338 ILEA WEIR FLAW YD-11A 18"Nybplast Yard WL-t-50%cb�ed 0.30 15.13 0.13 0.40 4.00 0.208 0.33 WEIR FLAW YD-11A 18"Nybplast Yard WL-t-50%cb�ed 0.30 15.13 0.13 0.40 6.50 0.338 0.50 WEIR FLAW YA 11B 18"N b bst Yard Wet Y P 0.59 30.25 0.16 0.50 4.00 0.320 0.28 WEIR FLAW YD-l1B 18"Nybphst Yard Wet 0.59 30.25 0.16 0.50 6.50 0.520 0.38 WEIR FLAW YD-l1B 18"Nybplast Yard WL•t-50%cb�erl 0.30 15.13 0.16 0.50 4.00 0.320 0.49 WEIR FLAW YD-I1B 18"Nybplast Yard Inlet 0.30 15.13 0.16 0.50 6.50 0.520 L29 WEIR FLAW YD-11C 18"Nybphst Yard Wet 0.59 30.25 0.10 0.50 4.00 0.200 0.20 WEOL FLAW YD-11C l8"Nybphst Yard Wet 0.59 30.25 0.10 0.50 6.50 0.325 0.28 WEOL FLAW YD-11C 18"Nybplast Yard Inlet 0.30 15.13 0.10 0.50 4.00 0.200 0.3E WEIR FLAW YD-11C 18"N last Yard lrlL•t-50%cb YbP clogged 0.30 15.13 0.10 0.50 6.50 0.325 0.50 WEIR FLAW YD-l2 l8"Nybphst Yard Wet 0.59 30.25 0.23 0.40 4.00 0.368 0.31 WEIR FLAW YD-l2 l8"Nybphst Yard Inlet 0.59 30.25 0.23 0.40 6.50 0.598 0.43 WEIR FLAW YD-l2 18"Nybplast Yard Wet-50%cb»ed 0.30 15.13 0.23 0.40 4.00 0.368 0.65 WEIR FLAW YD-l2 18"N b last Yard Wet-50%cb clogged Y p » 0.30 15.13 0.23 0.40 6.50 0.598 1.71 WEIR FLAW YD-12A l8"Nybphst Yard Inlet 0.59 30.25 O.18 0.45 4.00 0.324 0.28 WEIR FLAW YD-12A l8"Nybphst Yard Inlet 0.59 30.25 O.18 0.45 6.50 0.527 0.39 WEIR FLAW YD-l2A 18"Nybplast Yard Wet-50%cb»ed 0.30 15.13 O.18 0.45 4.00 0.324 0.50 WEIR FLAW YD-12A 18"N b last Yard Wet-50%cb clogged Y p » 0.30 15.13 O.18 0.45 6.50 0.527 1.3E WEIR FLAW YD-I2B l8"Nybphst Yard Inlet 0.59 30.25 O.l] 0.55 4.00 0.24E 0.23 WEIR FLAW YD-126 18"Nybpbst Yard Inlet 0.59 30.25 0.11 0.55 6.50 0.393 0.3E WEAR FLAW YD-126 IS"Nybpbst Yard Inlet 0.30 15.13 0.11 0.55 4.00 0.24E 0.37 WEAR FLAW YD-126 IS"Nybpbst Yard Inlet clogged 0.30 15.13 0.11 0.55 6.50 0.393 0.74 WEAR FLAW STRUCTURE DRAMAC£ D (M) PLOW TYPE IMLT TVPU AREA (F'1'2) PERMIEI'ER (PT) A (ACRE$) C I (MMR) Q (CPS) 54D DI-7 6.00 12.80 2.89 0.40 4.00 4.6E 2.9 WEIRFIAW 54D DI-7 6.00 12.80 2.89 0.40 6.50 7.S1 4.0 ORIFICE FLAW 54D DI-7-50%cb�ed 3.00 6.40 2.89 0.40 4.00 4.6E 4.0 ORIFICE FLAW 54D _DI-7-50%cb d 3.00 6.40 2.89 0.40 6.50 7.S1 4.0 ORIFICE FLAW INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 8.50 (Intensity is 4 in/hr for spread, and 8.5 in/hr fir capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 2 � > J m � E � d U U Ob O O w $ � " ,$cp' N N' 3 � � F E 4 � F K v v ,It 0.05 0.80 0.030 0.20 0.00 0.20 0.0010 0.0200 2.0 0.0833 4.18W 5.58 W. 0.07 O60 0.04E 027 0.00 0.2] 0.0010 0.0200 2.0 00833 4.1650 6.31 36 3C 6.0 carrbined flow 0.5 0.08 0.18] 3.83 left 0.13 0.75 O.OBB 053 0.00 0.83 0.0010 0.0200 2.0 0.0833 4.1850 888 rght 0.15 0]5 0.113 0]3 0.00 0.]3 0.0010 0.0200 2.0 0.0833 4.1%0 9.13 50 3C 8.0 colrtined flow 1.4 ILIA 0.301 6.89 Maximum allowables speed P left 0.10 0.]5 0.0]5 OA9 0.00 0.49 0.0010 0.0200 2.0 0.0833 4.1850 ]84 rght 0.08 0]5 0.088 044 0.00 0.44 0.0010 0.0200 2.0 0.0833 4.1850 ]54 SOB 3C 8.0 combined flow 0.9 0.11 023E 5.3E Mulmum allowable speed=6.26' left 0.20 0.80 0.120 0]8 0.00 0.78 0.0010 0.0200 2.0 0.0833 4.1650 938 right 0.30 0.60 0.180 1.17 0.00 1.1] 0.0010 0.0200 2.0 0.0833 4.1650 10.89 54 3C 10.0 combined! flav 2.0 0.18 0.343 7.86 Maximum allowable speatl=l2' left 0.18 0.80 0.15E 098 0.00 0.89 0.0010 0.0200 2.0 0.0833 4.1650 10.2E rght 0.1] 0.80 0.138 088 0.00 0.88 0.0010 0.0200 2.0 0.0833 4.1650 981 548 3C 10.0 colrbinetl flow 1.8 0.15 0.334 7.66 Maximum allowable speatl=lT left 0.08 0.45 0.02] 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0833 4.1850 535 rght 0.08 0.45 0.038 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0833 4.1850 5.98 82 3C 8.0 combinetl flow 0.4 00] 0.163 3.60 Maximum allowable speatl•T left 0.13 0.]5 O.OBB O.B3 0.00 0.83 0.0010 0.0200 2.0 0.0833 4.1850 B.BB rght 0.0] 0.]5 0.053 034 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1850 686 ]0 3C 6.0 combined flow 1.0 E 0.1E 0.2]3 6.26 Mazlmum allowable speatl=8.26' left ILIA 0.]0 0.133 O86 0.08 0.94 0.0010 0.0200 20 0.0833 4.1850 10.05 rght ILIA 0.]0 0.099 0.84 0.06 0.89 0.0010 0.0200 2.0 0.0833 4.1850 8.9E ]OB 3C 10.0 colrtinetl flow 1.6 ILIA 0305 BLAB Maximum allowable speatl •8.25' Is' 0.25 0.80 0.150 098 0.00 0.% 0.0155 0.0200 2.0 0.0833 4.1850 808 rght 0.06 0.60 0.036 023 0.00 0.23 0.0200 0.0200 2.0 0.0833 4.1650 340 ]4 3C B.0 combined flow 1.2 0.13 0.2]7 BLAB Maximum allowable apeatl=BLEB' left 0.08 0.75 O.Ofi0 038 0.08 0.4] 0.0200 0.0200 2.0 0.0833 4.1850 441 rgh[ 0.0] 0.]5 0.053 034 0.06 0.39 0.0200 0.0200 N. 0.0833 4.1850 4.1E ]BD 3C 8.0 combined! flow 0.9 0.10 0.221 6.07 Maximum allowable apead=lT kft 0.0E 0.85 0.11 0.00 0.11 0.0010 0.0200 2.0 0.0%3 4.1%0 450 right 0.07 0.851112 . 0.39 0.00 0.39 0.0010 0.0200 2.0 0.0833 4.1850 ].19 SOB 3C B.0 combined flow 0.6 00] 0.163 9.61 Maxim allowable speed •1T left 0.0E 0.]0 0.014 ILIA 0.00 O.OB 0.0010 0.0200 2.0 0.0833 4.1850 4.18 right 0.10 0]0 0.0]0 0.46 0.00 046 0.0010 0.0200 2.0 0.0833 4.1650 ].64 88 3C 6.0 combined flow 0.5 0.08 0.185 0.20 Maximum allowable speatl=l2' I 0.21 0.60 0.126 082 0.00 0.6E 0.0010 0.0200 2.0 0.0833 4.1650 9S3 rghl 0.18 0.80 0.108 0]0 0.00 0]0 0.0010 0.0200 2.0 0.0833 4.1850 8.99 88B 3C 8.0 combined flow 1.5 015 0.323 7.61 Maximum all speatl=12' left 0.07 0.85 0.048 030 0.00 0.30 0.0200 0.0200 2.0 0.0200 1.0000 3]t rght ILIA 0.65 0.026 0.17 0.00 0.1] 0.0200 0.0200 2.0 0.0200 1.0000 301 92 3C 8.0 colrtinetl flow 0.5 008 0.186 9.81 Maximum allowable apeatl=6' left ILIA 0.80 O.OB4 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0833 4.1850 8.18 right ILIA 0.80 0.024 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0833 4.1%0 5.1E 98 3C 8.0 colrtinetl flow 0.7 ILIA 0.193 d.d2 Maximum allowable apead=T 1992 338 PROPOSED SIGHT DISTANCE EASEMENT I OPEN SPACE A I - --- 0.41 ACRES O - -ACTIVE _I - - - _ _ , - ---- RECREATIONAL AREA/ I _ — _ / \\ C LOT _ I . iv LEEH -PR - I i ATEALt Ep( AR COURT _ / \ LOT LOT L 120 wi TH-- — — 1 - 119 — — — T 118 I I I I I 11 z 1 - _- - _ _ �•-�-a N � I 1 _ 1 Ir I w I - - _ _ _ _ _ T) LOT 117 --- J PROPOSED SIGHT DISTANCE EASEMENT I I Q � ii --- l , — _ � � �� \— J � � "— I 1 r � — — — r — — —— LOT LOT LOT N T �t ' �\ 116 — I ` I _ r � I I 11 111 ILU LOT LOT I II LOT 115 III - s I � I la 11 110 I 10 LOT —, � � — s ------- 1 9 LOT �[T \, — Q I „ ----- lots 107 LOT \� ' " lo6 LOT 105 li------ -- ---'-- ' -- _ l -- --- / LOT --- — — ,=_ / ' l 104 LOT T ------ —___ - i / 103 LOT + - _ -- 102 L 0— - 101 __ LOT / ARMORING area UNE p.. 111`� SNION FORCE LIG III%'iI I� i. ,III � I none FENCE FENCE CORRECT METHODSCORD ' !I ON \� CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE FUTURE DEVELOPMENT 100 LOT Source: Va. DSWC Plate 3.38-2 PHASE IV 99 LOT \ ' / (3) PA STREET TREES 2go, � \ / 98 i ` ALONG LEEHAM STREET — — — — — — — — r — 1 Ill -401 FCounty ofAlbeman le \ (71 — Cone.wMn Plan Cbe idisl- To be placed on LaMsaape Plans - _-- ,.--� _ b 3.: P •r'\ R , ^ /. ` , — (fleMbook pp 111-284111-297 for FRI epedlicali... I I -- --- - __ i - + O B�/CR/ GFD� \; RESIDUEAREA 1. TM1elallowlne lhms shall be aM1awn on Ne. oleo: I / Old' +RESERVED FOR — RI PHASE IV ® L,mnanfareenna( Na ar:ee fne�mbe saveay �� r �,/ / ® Locefifn m:d f t o f typcf Pre dna'. 1 1 1 ` I Grade ch o-eeweasmwaua; r , _ I I I _ _ .• �� �-v W _f DEVELOPMENT '. , — — � Ropoaedtrenedng muumaing beyondthe lmvta ofaleemg. Jr 0.22ACRE5 —I— I- 1!— — — — — — Ll All tees be be caveasrall ba mad 3mfL print orribbma[aheigbt Beady vuidebe3nipmen[opentms. (4) FP STREET TREES _— — DNng,aaing dlbaginmifficr<ama:hnEbaabeerinapeeredmdappm..mbyaenmayl„a�tm. ALONG LE EHAM STREET L. i II. II a -L. I PR'OPOSED SIGHTDIST. I ° a.. J. ANCEEASEMENT0 PROPOSEDTOTLOT OPEN SPACE Prr c7Taemeaprrnearenra�naeennnnarnearepnm<eteeennmeaameaanallber<„ereea,eimme<nno-acmrm,aite. d. Equipment Operation and SWraee: 415005E 0.43ACRE5 eammtna,;<wmttaat<maemraseoe<enarrammmale<;alaiaclrwiasaaaanauaotcenerm;neaalbinmea:;Pw«<fo-«s — to ha seWaiP II�. I'i lV Ir _ PROPOSED ACTIVE - \ \ rI'vfN s. san Em.mnane smrnmranr netmnan near<m ElSud, devices shall nol adversely alfen Ire¢s tf be naval. -- ----- RECREATION AREA — 6. Fbea I - • ITI`� \ � Erin me ant peminaa.wmin too fmrofenn a:;pbne nftrmawbaamna. ® Tmac,nnrenels MIT not be noted vAtbin IN feet ofthe drl We oftraes to be III ���. (29) FP STREETTREES \ \ \ \\ � — — — — — — p' ALONG PARK RIDGE DRIVE \E \\ ' S. Prat ,Fenclnc --_-_ --- I 1 \ L'Irem lobe Marna wifn<Ofcelofap mp b,W gnrgr Uti a=ntyaballbe Mtectedbyfmmg. 1 I I _ ° � � \ / 0 fmcung shall be mplatt end she116ewpettW avd approved byeCotmry lnspettorpnorro gmd,ng or mnsbamorn. 9. Tree WeW ' ' ' 'f-' I _� -,- _ '°• +�\ (26) OS STREET TREES `\\ / El When the afford level meat lre aired wiWn Mederpline ofalreato be saved, etreewell shall be p—decl ard a nonef-le, dnleil + \ \ a ob-amiffrapyrovel. q + _ ALONG PARK RIDGE DRIVE S / (3)PASTREETTREES , I , —,\\ ✓: \.. •Q\ m. rem ALONG HUMBOLDT ST / , i \ 'o / ®when me gemna level mnal bel<wuel r.;wn me drips atra<mb<aevat,alrre wdl al,ell be ve.aaea; mwamm�w<ennaemd 1 (2)12 UNIT I I I� I LOT (3)QP STREETTREES i , \ \ ? / aubnpuea for approval. r ALONG 1 1 _ _ + I APARTMENT t LOT LOT I _ " \ / u, r nbmn ane rnnndmn h I 9] I , \ / mb alnclme regwmdvntdn lMti t ffivewhmitllbedapMdf tm fsm tmmhsoftremespoasible.T^s I I BUILDINGS I 96 95 LOT LOT / I 'y , / / md�ala� < ub m® da ma�mabv<w m,ti,mM1 pareddmr «m,m nm� agd,nfyfced r d,. INCLUDING (6) i - 94 93 LOT 1 r p_ / / / :. I ,. \ \ \ / ® Pmlev1ive fin©shell be de lm[items removed dining lbefiml cl®mrp. AFFORDABLE UNITS i ----__ 92 1 , 1 _ LOT i / // — _ _ •I 1 ,,°-., I I 1 I `� , ` � � �/ ® Damaged hem aball reeled immedielelY by P^anhng•fatilizelim oroNmmetM1oda mcommmdedby atrs apeoalirt. L / - NOTE:IT ISTHE BEVEL PEWS RESPONSIBILITY TOUIREME TS, THE COryTRACTORONrREE CONSERVATION 11 � LOT 1z1 I � �, 11! _ _ -1 � 90 LOT ' , v '• ,° .�� // /� REQUIREMENTS, .I— N ' i 'i t I I I r_ / 12/13/2021 I 89 LOT `.\ �, � � owNEa smryAruaE feArE 1 I / � � I 88 LOT {__,1 / I / , �\ ♦ \` CONHA9 TRACTPURCERSIGNATURE (DATE) $ ' ��° � \ 5I1/06 p�elofl s 1 •- 87 6 I - FROAD( 01R � T` - -; � Q I I --- - ) END OF PRIVATE ROAD O ----- - _ - - - `/ y 9 W� Ir`-- _ ' , __ _�,_ ,'\_` � s ° , � � /; LOT � \ / LOT - ' 'r r ,\ / 5 ..DSO \\O \ i DISTANCE TO NEAREST _ I 1 $ n I Q n I - \ ; LOT 1..2 ; INTERSECTION (CLAIBOURNE ROAD I (4)QPSTREETTREES „ e ai I 56 5] LOT LOT 8!} E \ AND PARK RIDGE DRIVE)=705' Al-ONGANLEEROAii D II I j 58 Sq LOT 1 - , _ .a , LOT LOT 61 LOT 82 62 LOT LOT I •' i II '' ', I ° �_ -- ALONGHUMBOLDTST I / PROPOSED SIGHT DISTANCE EASEMENT '.II "lj /I ;1 r — —_I 6 LOT ; ' ' S ' ' �� \ •� _ \ + / 64 LOT -- I •', I � Ili- / ALONG \ __L PA STREET TREES-- 11 PROPOSED PASSIVE C ALONG HU_MBOLDTSTi I U 4 RECREATION AREA 1 i - / _ 78 LOT / ENS O 1 i • +' �, ° / ''° �/ -' / / � `` � ' . / / / / � o o PACED � :I OPEN J p a' ' LOT F 4qC F p 1 SPgCE R/ ]] _ R S I I III I 0.�2 C / I ACRES _ 9T�cq `"x 76— I e I / .I . • ., :. _ / , , `, � CFY TS ^, PROPOSED, SIGHT DISTANCE EASEMENT LOT 1 • I I ./ ,;Y "� _ _ '. (9)PASTREET TZEES 66 LOT ALONG MEYERS WAY 67 LOT `\ ` , ;, �,\ ,/, , /, / • LO ri — N - LU LLI —Ln M w— LU a Ln LU OPEN SPACE E Z - o.o8 ACRES _' / / 68 LOT �• ° A i r ; LOT 22 LOT ;, X 69 I /,� 1 LOT l 2 LOT 23 ... m LOT zo / `lY J1 LOT \4 O LOT 55 LOT 54 \ / / 72 LOT 11 'I �e ;- LOT 2LF {I ------ ' i it - + °; 73 LOT i Ili,, (13)•PASTREET TREES LOT 53 �� + 74 LOT i i II' _ �` ALONG ARBOLEDADRIVE / LOT 19 % 1 / / P 75 LOT 25 / 1 e i i ' i /' / UBC/C RS .P\ \SEDSIGHTDISTANCE-EASEMENT i Z��� F/• `� / l- l i OPEN SPACE F — I ' LOT 1 RO �iq + 2T, 2.58ACRES Jvim;_- i `__ 5 L 18 ®`s'd — __za L >>z _ 26 LOT . ,. 4,R s � LOT 50 �� _ a I —, T TREE / �I /'(13) FP STREET S 1 — .d / , _ j' ALONG ARBOLEDA DRIVE i� GRAPHIC SCA(P ?. i i i _ v; „ N / M I I1 �. -r- . '' --_ LOT 49 : / LOT z LI 1 -, -- // // - 7 �r ao o is ao so Izo / L i � I�S;L ,� LOT 48 47 L T IN FEET �� _ r 1 inch — 30 ftI T Lic. No. 035791,a 12/13/21 11� C Ej ED m t V(/2 p z Z O_ F a .N-I C I [ O . W 0 Z � C �--� O U 5 > 66 W a a CeJ LI Z LI L9 ® C) ti M l') N W N CD I N W N 7 LU J J tn W O J z Q U LU WY in R— Q 66 Q Q z LL I --I LU I --I U) V / I --I LL O z LU ___I b V w JOB NO. 112066 SCALE 11I _ 3O1 SHEET NO. 20 W v A,MATCHLINE SEE SHEET 20 i v ���� i TH (26) CIS STREETTREES + i \ \ 7 - — - - --- - - ALONG PARK RIDGE DRIVE %\ LOT 16 .� v V ��il� � r i r i t r l i' LN 035 1 Sv V A� •°_ • � • ` � .• ; a ° t � + � r —At� A _ .�012 - o-. .� �. �._ \, LOT 76 x / 13/21SFD PARK RIDG DRIVE---�„�,,.� (io)QPSTREETTREESSIONnt. E�G� + ALONG MEYERS WAY -- — __- ---- ;' ;/\ LOT Lu PUBLIC ROAD _i R/W) — — — - _ iS _— + LOT 29--_ ; + 1 LOT 1 ' W . W . WWW � � � � � W W • � � • W W W W W . W . W W W W W . W . WWW W � W � , / I ` r\'� 4 W W W W W W W W W (29) FP STREET TREES` W W W W W W W W W W W W W W W W W W W W W + / �i LOT 77 ALONG PARK RIDGE DRIVE W W W W.. W W W W W W W W W W W W W SFD W W W W W W W W W W WWWWW W W W W W W W W W W OES�WAO ,�.. �,� 0 /1 ; ,1 ;� l / ' r J LOT 3o W W W qW W W W� r v_ LOT 78 a o W W W W W W VAR.WIDTHGREENWAY WWI W \ i� W W W W l' p' 1� i �_/ A, SFD In WWWWWW EASEMENT TO BE PLATTED W WA\' W v"%v W W u W W W W W W W� i LOT 13 �/ / \ m< v vi Q W W W W WITH THE PHASE III W. W" W \ ✓� V�� W W W W i l/ �'y i ® I i i A_ Vl at WWWWWWW W W W WDEVELOPMENT WWW �\ � %��\ W W W •WWW W W WWW i LOT 31 i d i ��� \\° O �, O W W W W W W r / r l l/ \ W W W W W W W W W W W W W W W g W W W W EXISTING S70RMWATER W /h ; ,, \` �` ! \° O u y�� W MANAGEMENT FACILITY �,' + / v_ F� W 0 \ p W W W W WWWWW W W W W W W\ WW W W W W W W W W W W W� \ WW W W W W i LOT32 o H w `' 'Ln ET 10WWWWWWWWWWw o LOT DO WWW WW WWWWW WW �WWWWWWWWW W W\ \'"� W WW W r /l / / r ,1.2 r O W W W W W W W W W W W W W W W \r W W W /\\ _\ \, J OPEN SPACE F W W W l l f_ , \\ �• a ;� , ,, / ' 1. ' ' / / _ z w 2.58 ACRES LOT / W W W W W W W W W W W W � W 33 l rl / �, .. \ ° l "r r 1r' -�1-__ r lr i i I In \ WWWWWWWWWWWW WWWWWWWWWWWWW \ \ tW W W /-- ---_ _ --- ---- LOT r W W 20' EMLRGENCY ACCESS \ W\ W W W ROAD EASEMENT W W , LOT WWWWW ' RIB. 5420, PG.586 W 1 LOT 11 W " W � (5) FP STREET TREES /4W �------ W W W W W W W W W W W W W W W\ W ��� ,- '=1 ° ALONG BARKLEY COURT � � W W W W W W W W W W Jv ♦� � i'- ��'�__ � l h / i l W� / W r 1 / l � ♦ LANDSCAPING NOTES: 1. 1 LARGE STREET TREE PROVIDED EVERY 5o'OF STREET FRONTAGE. 2. STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND io' MIN. 1 LOT 8 FROM WATERLINE AND SANITARY SEWER STRUCTURES. W W W W W W W '•�� l '� 1 , _ , , STREET SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; 3 / THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLYAND w W W W W � � • w �—'--'------�O - _ ,'� _ `t\ �__________________ W W W W W ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. - W W W W \W � W ''�, / / I--____ - � _ _ / 1 � I � / / /♦ /� I �I -- �. 1 I / / / /♦ h� 4. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE W W W \ W � W ivv � �. / I --___- - _ , d __ I , / � PRUNED BETWEEN 2' AND YABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES — (6) OF STREET TREES AND ACCOMMODATE PEDESTRIANS. W W W .. . W W W \ W O I ALONG BARKLEY COURT 5. TOTAL STREET FRONTAGE = 6 o W W W / 'I - - REQUIRED STREET TREES: 3.38 (1 TREE PER EVERY So'OF STREET FRONTAGE) W W W - W W W\ W m BARKLEY VIEV1/ COURT_ - PROPOSED STREET TREES: i4o W . WWW W WWW W W �, W W �• \ I LOT I I� - - - PUBLIC ROAD ( 4' RIW) •—• i'� i / NOTEREQUIRED STREETTREESAS EALONG PARK RIDGE DRIVE PORTION OF . W W W W` ` L i 35 �°�" 5 ( ) W W WWW \W W ` , FI , PROPOSED STREET TREES: 55 LOT r v WW I NOTE: 2,427'OF STREET FRONTAGE ALONG ARBOLEDA DRIVE (PORTION OF) W w W W W W �W W W j I__--_ REQUIRED STREET TREES: 29WWWWW W W W - - — I PROPOSED STREET TREES: 26 WWWWW W�WWW �I I ---_ _ __ - -, -1 - - NOTE: 5i8'OFSTREET FRONTAGE ALONG BARKLEY VIEW COURT ---------------- t / `` �LOT REQUIRED STREET TREES: n v 8 - ' PROPOSED STREETTREES:2i W ., W W W W W W �\\ W 0 1 (13) PA STREETTREES, _� g � II i,� � I v v-vv - II I `� \ „' ,'♦ LOT PROPERTY LINES S'FD NOTE: 2,213'OF STREET FRONTAGE ALONG MEYERS WAY f ALONG ARBOLEDA DRIVE - BETWEEN PHASE I LOTS 4.REQUIRED STREETTREE5:23 W OPEN SPACE G W \W -I I I IiIN I \ \ \\ ,./ , &PHASE III LOTS. \ PROPOSED STREETTREES: i W e I I + 9 - 2.2 ACRES W\ W W W LOT 61 NOTE: 528 OF STREET FRONTAGE ALONG HUMBOLDT STREET g W 3 p I LOT REQUIRED STREET TREES:21 W W LOT \ GREENWAY W 4 \` \ \ LOT 5 II I I PROPOSED STREET TREE NOTE: 495' OF STREET FRONTAGE ALONG ANLEE ROAD W W W W W WW WW WW WW WWWWWWWWWWWWW \.aW W \WW\W W I I - ------REQUIRED STREET TREES: io PROPOSED STREET TREES:9 ,'\ LOT 85 ,NOTEOF STREET OGEALONGLEEHAMSTREET SFAREQUIREDSTREETTREESPROPOSEDSTREETTREES:7 I I EXISTINGZONING II W W W W W W W W\ W WW LINE LOT371 W s DOUBLE STRAND& GAUGE WIRE \yV\ WITH RUBBER HOSE SE & TURNBUCKLKL ES \,\ CxT HARDWOODKE \ REMOVE CUT & REMOVE BURLAP FROM TOP \� ,1 1 i/30F BALL AS SHOWN SCARIFY SUBSOIL TO y"MIN. DEPTH �i MULCH SAUCER i FINISHED GRADE I TREES UP TOy CAL SHALL BE STAKED. 1�HT.OF TREE TREESy CAL OR LARG ER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #,, GAUGE WIRE WITH HOSE AND TUR N B UCK LES LOOP HOSE AROU NO TRUN K ABOVE BRANCHES —II*ii� SHOWN, FLAG WIRES WITH III COURVEV TAPE REFER TO SPECS III FOR ADDITIONAL IN FORMATION. AMENDEDSOILMIX COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH HARDWOOD STAKES. TREES OF4" GERSPA 3 EQUALLY ED, TWIHALL STED, GUYED WITH; EQUALLY SPACED, TWISTED, WITH ` AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. \ �1/ REFER TO SPECI FICATIONS FOR FURTHER INFORMATION i \ GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 213TREE zi' &" HARDWOOD STAKES, ALIGN DST � TOPOFSTAKES I MULCH SAUCER /^ III\ II AMENDEDSOILMIX I� I II� I '.=I_ m=1_1 TOP CUT AND REMOVE BURLAP FROM 113 OF BALLAS SHOWN SCARIFY SUBSOILTO y"MIN. DEPTH ' I COMPARED SUBGRADE Evergreen Tree Planting Detail Not To Scale W W`�yW I ♦ �� +, I' LOT . . � W ♦ I I I � � I 16 I , LOT 86 x I ``I ----- Q J a - \ %'' ♦ LOT PROPERTY LINES a W W \ \W---------- - ¢ _ i) ,/' -1 \ .r' ♦ BETWEEN PHASE I LOTS SFA W W W W I 1------- _ - - - - - IW / `\ ; ___ .t ♦ &PHASE III LOTS. ---- - �m m , 3 LOT LOT 8 / LOT 2 -,y� v 1 + VI,I 1- k �;\ \,' SFA \ / (23) FP STREET TREES / x ALONG ARBOLEDA DRIVE x % OPEN SF W 1 \ 11 11 \\ � LOT 39 \\ \\ + \ \ . � ,k'' ;, / \ / G W W W W W W W \ W \ \ LOT 1 W W W W W W W W\ W W / 0.09 AC! k, LOT 40'v W ... W W \. W W W W W W W W W WW�WW W W \\ W W W W W W W \ `\ � � ;, � � / GLENBROOI<AT WWWWWWWWWWWWWWWWWWWWW�WWW\W \ \ \ / / FOOTHILLS PHASE IIB // 5 ROAD LANDSCAPING PLANT SCHEDULE W X SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) TOTAL SITE 41 \ J i' \ / / y / / /' QUANTRY COVERAGE (sQ \ ,� ``\\ _ - \ // GRAPHIC CALE TREES FP FRAXINUS PENNSYLVANICA GREEN ASH 21/2"cal. 672 51 34,272 ,�' �,I\ x a �/ z/s �/ ao o \s ao Bo \zo PA PLATANUS ACERIFOLIA LONDON PLANETREE 21/2"cal. 422 36 15,192 i QP QUERCUS PHELLOS WILLOW OAK 21/2" cal. 419 27 11,313 QS QUERCUS SHUMARDI I SHUMARD OAK 21/2" cal. 372 26 9,672 ( II/y FEET ) TOTAL CANOPY 70,449 s k \ \ \\ . ° ° '� / / X a:°' ° 1 in cd� = 30 ft. / L9 z 111� Cn Q 04 M N � W o 66 N 0 Q J J > z_ z I � iI.-A z Q LLJ a_ Q W u T L / Lu y Q Lz � z `/U^� J Q VJ J Lu Lu ul ~ O ILL. J w J �Q O ® O N CQ U CD cl� J W F JOB NO. 112066 SCALE 111 _ 301 SHEET NO. 21 IN 680 68o HT. OF / OBJ-3-5' / \ ` SIGl'I'rDIS SIGHT LINE (TYP.) � � T N`z8` \ !/ 675 675 SILT DISTANCE= 80' HT. OF 670 PROPOSED GRADE (TYP.) EYE= _ _ EXISTING GRADE (TYP.) 7HT. OF 670 BJ.=3-5' 665 665 M ° 1� M 00 N M '� 0) r9 N 1p M n O ^ M N N ei 3 00 ei t0 N m 00 N S m N r\ ~ Ln r` ^ n tI) ^ n .} ^ n S rv1 ^ n m ei ^ n H O ^ n O 0) ^ I W W � ^ 00 ^ W ^ CO W 00 tD LO 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 ARBOLEDA DRIVE &PARK RIDGE DRIVE INTERSECTION SIGHT DISTANCE PROFILE MOR HT. OF O BJ.=3.5' 68o — 68o , _ _ - SIG rD T ISTq Cz8o' SIGHT LINE (TYP.) \ DISTANCE= 80' _ — HT. OF — — _SIGHT — OBJ.=3.5' 675 7 675 PROPOSED GRADE (TYP. T. OF EYE= - - .5' EXISTING GRADE (TYP.) 670 — — 670 N c0i O 'i 0) V1 M r\ m O 0) m 1 O 000 00 CO +00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5c ANLEE ROAD (NORTH) &PARK RIDGE DRIVE INTERSECTION SIGHT DISTANCE PROFILE EXISTING GRADE (TYP.) _ - - SIGHT LINE (TYP.) T HT.O F. SIGHTDISTA D 680 _C680 YE= 5 HT. OF — OBJ.=3.5' JHOTBJ 675 —' ROPOSED GRADE (TYP.) 3.5 675 670 670 o f m 00 r o . N . m m m . 0) m s o 10 v o 0 0 r rl a vi m r, m m 00 00 00 m F 00 r 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 LEEHAM STREET &PARK RIDGE DRIVE INTERSECTION SIGHT DISTANCE PROFILE HT. OF OBJ.=3.5' 680 68o 0 SIGHT LINE (TYP.) / f HT. OF SIGHT DISTANCE- =z8o_ _SI OBJ.=3.5' / 675 675 HT15� Y - _ _ EXISTING GRADE (TYP.) 670 ROPOSED GRADE (TYP.) 670 _ _ / / ry m o a) O 00 O 0 m 0 .+ m M 00 m m V1 N •i O ci N N l0 V1 l0 O 00 06 <D <0 l0 <D l0 <D <D lD <D 10 LD l4 VERTICAL GRAPHIC SCALE 685 685 5 0 25 5 10 EXISTING GRADE (TYP.) HT. OF SIGHT LINE (TYP. � HT. OF 013J.=3.5' S`IiTDIST q�E-236' - - OBJ.=3.5' 680 IGHT ISTA14CF 680 - HT. OF / EYE-3-5' 675 \ \ ` — — 675 PROPOSED GRADE (TYP. 670 670 M y� rl M 00 ry N In 0) O. 00 m ., l0 lD kD tD l0 l0 lD l0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 ANLEE ROAD & LEEHAM COURT INTERSECTION SIGHT DISTANCE PROFILE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. +00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5C ANLEE ROAD (SOUTH) & PARK RIDGE DRIVE INTERSECTION SIGHT DISTANCE PROFILE 20 700 700 HT. OF OBJ.=3.5' 695 695 \ \ 690 \ S/ \G\O/ TgNC\�8o SIGHT LINE (TYP.) 690 685 EXISTING GRADE (TYP.) \ �\ \ 685 �E=1 - l HT. OF , SI,T DIST EYE=3.5' 680 PROPOSED GRADE (TYP. H OF - _ - OBJ 3.5' 68o 675 675 O O m 0) 0) 00 N O 00 � I� 00 00 00 m O 00 Ln O 0 00 rl W S •'! O7 000 kD kD kD'D kD � 0+00 0+50 1+00 2+50 2+00 2+50 3+00 3+50 4+00 4+50 LEEHAM COURT & LEEHAM STREET INTERSECTION SIGHT DISTANCE PROFILE ICOTT/R. COLLINS'? Lic. No. 035791,E 12/13/21 '.Aj � c L u V/ � c Z Z 0 F a C c O z g F.1 U o Z J C H O H u U) d$ e ui a o Ids J 0 Z � LL e ., r4 00) N 0 0 z J Z co rn � Nco i--i c J N C6 CDlf) W W N � J Q u_ > Lu � � J J 11 J Q W U) z z O c!1 0Q H 0 w � Y = l!1 LLJ � z D J O Jul w = U w O ~ O w cnLL � J w I--z i O 0 o � N Lu J w F- JOB NO. 112066 SCALE III _501 SHEET NO. 22 C0110- l DUN e 675 HT. OF OBJ.=3.5' 675 SIGHT D I AIVCE- 291' 675 — ` SIGHT LINE (TYP.) 670 77 H . OF \ 670 EYE=3.5' \ — � s\hT D EXISTING GRADE (TYP. � � � I ) qNC 665 \ F\6 ` 665 HT. OF 013J.=3.5' 66o 66o PROPOSED GRADE (TYP.) 655 1 1 1 655 M N O N p ! Hy f 0 C. LD O. tD M m LO 't ci Ol rl 00 00 00 l0 LO Lp LSD lD � 10 � � l�D LO 10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 HUMBOLDT STREET (WEST) & ANLEE ROAD INTERSECTION SIGHT DISTANCE PROFILE 675 — — SIGHTDISTANC — — =244' SIGHT LINE (TYP.) HT. OF — — OBJ.=3.5' — 670 VT. OF EYE=3.5' �H FTDIST NCE= pj 670 HT. O OBJ.= .5' \ 665 PROPOSED GRADE (TYP.) XISTING GRADE (TYP.) 665 \ 66o 66o N O 00 n V1 00 O 0, O N LD O F O W O Ln Ln N V1 00 ci LD O O1 O0 W p6 00 ID kD 00 00 00 O O O 6 O O1 00 W � Li, L0ID lD LD 'D W kD l0 k l0 W l0 w w w 10 lO 'D 0+00 0+50 1+00 a+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 MEYERS WAY & ARBOLEDA DRIVE INTERSECTION SIGHT DISTANCE PROFILE 675 675 HT. OF 06J.=3.5' SIG\DI SIGHT LINE (TYP.) 670 T 4/vc 670 — _ — — SIGHT ISTANCE_28o' — H . OF — \ . OF IEYE=3 _ _ OBJ.=3.5' 665 \ .5' 665 PROPOSED GRADE(TYP.) — — — — — — — — — 66o i 66o — � XIS TING GRADE (TYP.) 655 655 N Ln 00 ltl N O 00 Ol 00 k N N •i co 10 ko 1 � w 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 HASTINGS COURT & MEYER WAY INTERSECTION SIGHT DISTANCE PROFILE 675 HT. OF 0131=3.5' 675 ANCE= 675 pIST � SIG SIGHT LINE (TYP.) 670 / HT. OF EYE=3.5' ' 670 235 SIGN , EXISTING GRADE (TYP.) 665 / 665 HT. OF OBJ.=3.5' i' ROPOSED GRADE (TYP.) 66o 66o 655 655 N n00 06 M 00 I� 0 O 00 O It N O 0 N ^ O lD l0 kD W '0 W 'o l0 kD W tD W LO LO lD �D 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 HUMBOLDT STREET (EAST) & ANLEE ROAD INTERSECTION SIGHT DISTANCE PROFILE 675 .OF OBJ.=3.5' 670 SIGHT D�A�_2 670 SIGHT LINE (TYP.) HT. OF 665 EYE=3.5 ROPOSED GRADE (TYP.) 665 2ao/ `Eo 66o , 66o HT. OF /' EXISTING GRADE (TYP.) 013J.=3.5' ,----� 655 — 655 Lt) O Ol Ln kD M Ln O ko .tO 11 rl M O O 't O H O~ N O Oko Ln rO M m L' Ln CO D Ol l LD O O � O p l CO l0 LD D L0 �O 0+00 O+So 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+So 5+00 S+S( BARKLEY VIEW COURT & ARBOLEDA DRIVE INTERSECTION SIGHT DISTANCE 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. 20 200 675 675 HT. OF SI SIGHT LINE (TYP.) OBJ.=3.5' GHT A CE_73- 670 SIGHTDISTAN E_a�4 670 T. OF \ EYE=3.5' H .OF \ O BJ.=3.5' 665 \ 665 PROPOSED GRADE (TYP.) 66o 66o EXISTING GRADE (TYP.)) 655 655 . a, M C 00 ko w Lo 0+00 0+50 1+00 a+5o 2+00 HUMBOLDT STREET & HASTINGS COURT INTERSECTION SIGHT DISTANCE PROFILE SCOTTIR. COLLINS'? Lic. No. 035791,L 12/13/21 '.Aj L m� U) V, `n ; Ln ZZ o F o_ c O z g Fml (uf) U) o Z J C �mj o � L W a o e ce J 0 Z � LL z O� Q co � Cn N J co N O6 CD� Lu N � J /' � /LPL/ Ld / clLL J J 0- J Q W U) z z LU O im-4 c_n Q Lu U W Y = W Lr) U) z U) J O U) Jul w = U LJJ O ~ O Lu LL w z a Q � O 0 o N Lu J F--0 w F- JOB NO. 112066 SCALE III _501 SHEET NO. 23