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HomeMy WebLinkAboutSUB202100155 Plan - Submittal (First) 2021-09-16GENERAL NOTES OWNER: GLENBROOK LLC PO BOX 1467 _ CHARLOTTESVILLE, VA 22902 GLENBROOK AT FOOTHILLS PHASE III DEVELOPER: RIVERBEND DEVELOPMENT INC. 455 SECOND STREET, SE SUITE 400 CHARLOTTESVILLE, 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 NOTE.- TMP 56A2-1-62 IS SUBJECT TO THE APPLICATION PLAN AND PROFFERS ASSOCIATED WITH ZMA201600005, AND 7MP56-570 IS LOCATED WITHIN THE ENTRANCE CORRIDOR. DENSITY. ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER OEVELOPMENT.•6 DU/AC + 30 9 BONUS DENSITY FOR PORTION OF PHASE III DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE PORTION OF PHASE N 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 Ill: 144 SFD/SFA UNITS WITHIN 19.94 ACRES (BY -RIGHT R-6) PHASE V. 35 SFA UNITS WITHIN 5.84 ACRES (BY -RIGHT R-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 MULTI -FAMILY APARTMENT UNITS = 24 UNITS, INCLUDING (6) AFFORDABLE UNITS NOTE: TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS, EXCEPT FOR 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 = 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. DATUM: 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-BEDR00M APT UNIT 12 UNITS x 1.5 SPACES = 18 SPACES J. GUEST PARKING (1 SPACE / 4 SFA/MULTI-FAMILY UNITS): 134 UNITS x 1 SPACE/4 UNITS = 34 SPACES TOTAL REQUIRED PARKING: 316 SPACES H FINAL ROAD PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA S �- ALE 110 u_--u_-- - \\ LOi aa8 �9 I p LOT rpir I vs „a ,ns oT o - -=m- I F- ----- _ - I- , c wr Lm s3 I 7- LOT °I\ Ll LOT �- I / / / wr LOT 9a � r -� 31 LOrss wTSO I \ .3� wr LOT mray / LOT Ta SFD I I I , I , LOT 1 I FOZ SFD r r r _ r r/ I I , LOT 7 „ 4... LOra6 iii 4, w6 - wTa, SFD SFD _ L Lp a8 7.1 • ` N LO-rl9- I LOTy r wrap v 1A\ �_ �, `♦ // Lora � - \. I LOT 34 -_ \ - r �� ♦♦. 1� _ 'yr C \ I l v� LOT„ I i NOTES.• TOTAL PARKING PROVIDED: 264 GARAGE/DRIVEWAY PARKING SPACES 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR 27 OFF-STREET PARKING SPACES FORESTAL DISTRICT 31 ON -STREET PARKING SPACES 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. TOTAL PROVIDED: 322 SPACES 3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON NOTE.- ON -STREET PARKING SHALL BE PROVIDED ON ONE SIDE OF THE STREET WHERE INDICATED ON S17E PLAN. FEMA MAP NUMBERS 5100JCO229D ADOPTED FEBRUARY 4, 2005. NO PARKING SIGNS WILL BE SHOWN ON THE FINAL SITE PLAN DESIGNATING AREAS FOR ON -STREET PARKING AND WHERE THE ON -STREET PARKING IS PROHIBITED. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. PHASING: THIS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT, WHICH IS BEING DEVELOPED IN PHASES TOTAL, 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE INCLUDING PHASE 1, IIA, IIB, III, IV & V. ITE TRIP GENERATION MANUAL, LOTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SITE PROPOSED 31 DWELLING UNITS ADT RATE - Z32 VPD PER DU = 227 ADT (113.5 ENTER/113.5 STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER EXIT) PROTECTION ORDINANCE AM PEAK RATE - 0.46 VPH PER DU = 14 VPH (3 ENTER/11 EXIT) PM PEAK RATE - 0.56 VPH PER DU = 17 VPH (11 ENTER/6 RETAINING WALLS:A RETAINING WALL IS PROPOSED WITH THIS PLAN, SEE GRADING SHEETS. EXIT) 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. LANDSCAPING REQUIREMENTS WITHIN SEC77ON 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 14 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECT70N 4.2.1. OF THE ALBEMARLE COUNTY ZONING BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A ORDINANCE. STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT STREAM BUFFERS/FLOODPLAIN: THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON THE 9) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO SUBJECT PARCELS, PER FEMA MAPS 51003CO228D & 51003CO229D; FEBRUARY 4, 2005. STREAM BUFFER EXISTS, THE STRUCTURE MUST HAVE A VISUAL INSPECT70N PERFORMED BY THE AS SHOWN ON SHEET 2. BUILDING DEPARTMENT. 10) SEE SHEET 5 FOR THE LOCAT70N OF THE RETAINING WALLS WITHIN THE OFFSIDE DISTURBANCE: NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE 77E-IN CONNECT70N TO THE SANITARY PHASE IN DEVELOPMENT. SEWER WITHIN EXISTING UTILITY EASEMENT. 11) ROADWAYS AND PAVED CIRCULATION AREA = 148,990 SF. LOT, !I'I ,ll LOT 76 \ SFD � ` \ •- / LOT TT SFD / LOT 79 SF o / LOT79 : \, SFD / LOT 61 SFD OT 82 �4 SFD L.T.11 \ %i I' LOT 63 .� SFD LSF LOT 6\ SFA \ LILLIS SFA -- LOT er/�-: SFA / OP :N SSPACE L 11 SFAI2IL SFA ON ACRES I I I )ri- ' 'LI y,1 4/7I A�XI SITE \ V`\ �LICKNNUH) 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 •,•_•„ EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS W_ 20EXIS71NG 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. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT IMPERVIOUS AREAS: PLANNER/ZONING Proposed Roadway 148,990 sf ENGINEER Proposed Sidewalk 39,200 sf INSPECTIONS Proposed Driveways 42,880 sf A" Proposed Residences 167,500 sf Proposed Emergency Access 4300 DEPARTMENT OF FIRE RESCUE 402,870 sf ALBEMARLE COUNTY SERVICE AUTHORITY OVERALL ACREAGES VIRGINIA DEPARMENT OF TRANSPORTATION TOTAL ACRES OF LOTS. • 10.36 AC (51.97) HEALTH DEPARTMENT TOTAL ACRES OF OPEN SPACE: 6.05 AC (30.37) TOTAL ACRES OF ROW.- 3.55 AC (17.87) NOTE: COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. CIDLLINS�Z Lic. No. 035791 � pow 09/13/21�� �Slouer. E1�C'` W N � M o M O z e A_� J G N J l' J N W O CZ5 N Q W J J J Q > z_ LU ILL. W W z J �--� I --I _ (f) W WQ > Y = 0 LLJ U) UlU) U) J zLU LU 0 U) 0 LL J w < Q J Q0 ® CCD D 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 W 0 _- _------m Sl � --- / - - - - - - --_- ..../...-. - , v THREENOTCH'D -- / - - - - - - --- -1- I� A A 1 1 A.1 ��,;. �:.. A'. v Z �/ v -------- ROAD -ROUTE / - - - - - - 1 A HIS so'/ // \\ \ \ - SEWER rs \ / _- --- - - _-- _ - - _ 'II 1 .t .1--.".`.'' .:�I�S` r. E \ 120'SANITARY I \_6 \TH QEASEME -- - _ � - I � I 1 1 .11�-���'����'-� \ N G. 235 ��'�' �j!/ FUTURE v ��_ - \1 I � I � 1\I`. EX.-20"-ACSA SA.NITARYI \-�, ` t ��\ \\ \ \\ \\ D 997\ P 1\\ II\ � �' \\_ _ E LOT_ I I I� 1 I \ \I\ SEWER EASEMENT ,F-•,' \','a \ \ \ I \ \ J� i/ \PHASE -_-,.-_ / \ I 1 1 1 D 5389 PG 86 '\' -. ,\ \ \ E O LI �i l IB =�i-, / \- I/I I 1I I \ �, .I. . . . i .�. \ \ \ \ TIN \\��'� XISTINGL / // \ /' R LIN` CSX RAILROAD -----__-- --_ ----- / I V ..1.'...•.•.'� t.' \ \ \ 1 \ \ L� Lic. No. 035791 POSTED SPEED LIMIT / / /-----_-_ '- �' / 1 I \ \ FUTURE \ ' 25 MPH - / // --_ / ---- ----- / ---------- / - - / /- / I `.'.`. t.`. `." `.'i. .\ `�\". . \ \ XISTI \ _ ----- ---------- ----- -S8a 58'S5-"W-5=-4?�- _--_--- - - _ i - _- - - // 589�6'49"W-21fi29`-----_ /�-- -- OT - - - - - - - - - - - - - - - - - - - - - - - _ _ / I Y II •.•/.-'A''' - T\EELINEI I \\� \ PHA ,d� 09/13/21 - - - - - - - - - - - - - _ _ -- ------ ��--------------- ------- \� / /11 1 II;1 .ry,\.'.'i\'.'IF' \\\ \ \ \` \\ \\\\\\ \I 1110 IIB LSE / �`SSIONAL E�C'l -DOD= --- -- --- ---- - --- \ _ J _ / / / 1 1 A .C." 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SWR TO , / , � \ Z / ; / , LOT 73 , ® ��� / _ _ _ I - - / - _ - �� TTT"„� _ - ' I / L=1ssa' / �,,y // ' SFD \�\ ^ \ ® , - .',).; �666 - �I / / � \ _ -60/ REMAIN / \ \ 0 ' AY , \ s -ss8- / ' / \ I I EX. AQ SANI-TARY SEWER '� / / - \ , . / / d' / / LOT 74 \ `9 , , I- / _ / / / \ I I IN 20' ACSA SANITARY ESMT - - _ \ aQ0' STREAM - �•�� l / / ;%\ � I > l CO /' ; 1'6 SFD, \, -LOT 72 \ \ V \ F / �_ as,OP SP C . -/ v I D.B.1997, PG.23,56 '�� BUFFER-- 1,� / / / � / I / )LZ 4, C / , / / / V SFU�v � ®vv y REZONING LINE V ' i / '• -h,` . .B.7.'.'.'.' 1 , 01i� ----I I - -2 � - - - .�.� i �/ v� I / O / ;N/ ✓'/ / �/ ,<v �v v i �v ; I -r. - ssa.�)sAP,Gk s" ' I- - - - •�. v ; , \ / Ugh O Io' �oY ll / ' v , ® v A.•.•V•/•.' i t _ _ - _ - - -_ -- - ` --- -. // /6 _ ' ' \ / / O_\. 'N it l Yk \ \ \\ , 1 '- - •\' LOT 132 // L \ �. / , , l / y (p O tc l ,41/ / / \ LOT 67 , (- T / -� /' N // EXISTING LOTLINE I II �- ' --- I- \ / II �� --_ , '� ____- � - 20'ACSA SANITARY \, / , I / / O ff• Q ,N W / / , \ \ \ SFD , ,'-\ - \ � 0 _ `656A2-04-00-0 OAO - ' - _ - - / - _ - - m /,� / LOT 75 , \ , \, \ �i ro'zw,raer--'�-__ l - � --- --_- -SEWER EASEMENT / / / / N �O �Y /i l l / / LOT 71 \ \ `� S n+ \ \ \ OWNEIT IDEV LAGE --- -_ EX MH PSV OS-17 scrax rnscucrr �` --_ --- ---_� ___-_--__- Y ; / / / / n ,° /,/ / SFD/ / SFD I \I \ / -sb\ \\<\ \ / LOT 133 �, N /, HOMEO RS ��' r - - --- aa,vw°.sss �. s ---- --� \ _-- DB.5075iPG.664 / j / / / / ^ - ;o„/l 1/l I I / I / \ ® r / s \ O �.\ SFA N „ 54 _ - - , N ,a, / LOT 70 \ ,�' 'p ASSOCIATION, INC - -__ --- - ----- , , / / / r ' l it I I I / , `•, \ \ .-.. iL \ / I --- - - ' / / / , ' A SFD I V LOT 68 I / v \ . . �\ ___ , / , o N / l ,-r--J-- / ' \ \.\ to \.` \ LOT 134 ACREAGE: 5.69 AC -�. `.jam`- `\-EX MH 1F TO --- / ! / , // , I \ / / / , \ SFD / '.r' �, LOT 61 -\. �.�:._ ^ t \_ /-__ ZONING: /R-6-R€SIDENTIAL _I I ,, .<LL •�-,-- --- - - _ \ REMAIN -- -\ /-�,^ / / / / I \ / , / , \ .• , I/ D.B./PG.: / 3205/626 /i -I �. . • _ `_, T_* • - - \\_ -\-__--/�\\ ' ' \/ / _ ^ / 1)1 ' I ® 1 ^el ' ' // / 1 �'\ ,i NOTES: > USE: OPEN SPACE FOR THE �' '. `. -LL '.'�!�'�'.',Z.-. .<.: _.�..' .'. \ EX MH PSV OS-16 -\\\ /\ \--65a/ ; / , / // /' I LOT 75 \ 6 �- / , . PAF,2KS1D!<. vILLAGE� '�' - ' ' ' I \ _ , ®� 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED '° --:t / . .`. i.`."... . .� .��-. `\ \ \ -' \- __� i i I SFD \ \ \- \ ' 6 n w I Z ..'.r.'.'.' _.' -'- °' --- ` v LOT ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. J NEIGHBORHOOD _�.`. - .' ! \ - )/ , `0 - L 9 / / \ -'- �'-�. . tLL. ` .`. :-�.•.`.' \ \ S89°51'11"E 586.85' ---/ 1_ / / \ \ 6A SFD / �I N89°5"Lt1"W 108.79' . .' '. . .�. .4 '�� .. ,,".. - \ ------ \ ; / ; ,' , / �,% 1 EN4ROOK AT FOOTHILLS \` \ // .., 2. H& \ \ ^-.. - . - r / _ -- \ 9 \ GALE AND LOU SA AERIAL SURVEYS. COMBINATION LINE S J \ �\ NO2°N#4a`B•M9s�' . . . �. . . .\`\. . \ \ / / �----- -- --- \ , / , / , / / �j , {/ , PHASE{( -BY -RIGHT SECTION � > _- .I. - - -EXISTING TREE AREAS\- \ \ - --- ------ \ /- , / / / / Nas°srlr'w / /,/ \~ _ / \ \ \ _ e`• / / / - _ _ _ _ _ _ _ _ _ _-\ \ \ \ , / / / / / 5738' n�, / \ -� INFORMATION IS PROVIDED BY ROUDABUSH, GALE &ASSOCIATES. (n \ \ \ I w �IINCLUDESAMIXTURE.`. ''-1 \ \\ / / / // /-------- - . \ \ / / / / / I / /, / \ \ , \ \ _ \. - \ I I / / / 1 I I I � / / / / / / / / / / LOT 77\ / / \ �� \ � TOPOGRAPHY HAS BEEN FIELD VERIFIED IN DECEMBER 2020.Lu \ \ \ \ - - - - OF EVERGREEN AND - - 'l- - - \ \ 1 I •.EXI$T �I �I I I I I ; / / / / / / , /; / SFD \ \ - � I _ - � DECIDOUS TREES - • \• \ I I I I I I \ •; = _ �� I I I, I o / \ ? \ I\ 3. LOCATED ON THE PROPERTY. \ v - _ � ' • .v X v A 1 1 1 1 v Z:R -ROV t . i 7` I , / / / / / ; // -�✓ v v A \ V v I u I - . v. 1 . . . . . A .A�.-. - •1-..•(•/.`I I I I I, I . , / - Lu - $p' - -`.�".`\ .k..`.`.".`. \ .' \ \ \ WP-2D1Z- / /� �.' \ ® �eZ76 / THE MANAGED STEEPSLOPEESLABELOCDAT \ \ af' :� ` \ i \\ \ .-�\'. \.'- . •4. y '\' \ `-I••k-lI l / %I� , l `P l / n ,ll i / , / \` \ SFD_ --/ LOT 79 \ �'' \ \ -1- <.`.`.`..`.\- •I - • ` ' • ' ` .� \ \ \ :+,`.`./,- - / l I l / I , ��s__ / , 4. 100' WPO STREAM BUFFER IS SHOWN. THE 100' WPO STREAM \ \-----_- I I __ .C..1.\. \.:_ \ \ _\ \ \ `�'\` ` \ I\.',` l , , , 20'ACSA WATER , , '�. SFD­ \ /° ts.:•\•`•'• r" " \ \ \i\�\ \ \\ \ \', •,.'. C.'\',\ .%.11 lr,l l/ r / l l l / l ,�l / /� , l /��� �. ��'� ® \ \ 'i \ \ I_, I ;.\ \- I.`1`.`.`.'.`.'.` `a`. \ \ \\\ \ \\ \ �..`_`X- \\, v/_// / / / / EASEMENT / �� �.\ --- ® LOT80 67z-/ �y BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM.01-1 \ \- -- ___ _/ -- `'-�'4.-.� 'I' 1' '. \-.' -.'. \ \\ \\. a• \,.'.. \ \'/'' / l l l l �l i DB.50 G.664 n STREAM O C:IA \\ \ \ \\ `. . / / / �/, / 75 P / n. \ ' \\ THE WAS LOCATED BY R UDABUSH GALE & ASSO TES \ \�--�-- I I /-\��-- '� `Sc.1.".`.•{'.P. \`. ° `. \ \\ \ \ \ • t •> \" -'/ / / //!/ / / / / / / / \�. �\ C21)SFD \ I _ \ \ _ '"v .'.'r Y.'t . `.`. •. LL.• . \ \ \ . \- 7.'. /. r/ / l i l l l l , / , _@ ` \ , •.,, is ll• P \ �. \ /�- \\ \v I / A �vA l i/'. S'.' 'A". A {•, N•. A A A V A •A V•. / L / h [/ , - / l l / l / / , I , Oj '__ A { • , / \ /> ' \ ...y. \ :\\ J-." 7 / / `�l / �' _/ l l l i � i / '2q '�.� `�\ •O / \$ Q. \ \ \\ U - _ I/ .1 \ --- \ \ 1 ` /. . . . . . .\. . . \.•�\..` \ \ \\ \ y/. 7 .I r / , / (, r ( \ 1\ , l , I i ' \ �• ® O b . ., s 3a so \�1zo \ / C. zao �/ i/ / - \ \ , \\ I . \".".'.;.-C.`i. \X..\s- \\ \ \ \ \ \ \ `LLB\."T•(. j. / / / / / / Y, / \ , l i , \ �. > . i{. \ \ • \'C. . i ° �-- 1 -' .. / h- \- <.'.'. - � \ \ \ ` \ 4 .a. / ✓`./ / / l r / l , I I \ l/ i V \ \ � , �/� I .,.1 /i - i - \\ \ \ \, 11 I/ .\.'.'.'. \. . . ..\\. \\ \ \ \ \ \\ -- // , i /i l i / , ,\ \ _ A D v3 / .. ,_�, i 1 -k ' \ \ 1•j. LL\•-�•-.\.-\LL\- • - \\ \ \\ \ \• J 7'll l /r tl /l I II- I ,�_�' / i / 1 / , \ \ \\ ' ----- L .`}J. l .'-\. i 1 / \ 1 1 1 I . \ . - \ \ \ \ . \• /` /.'. / I I , , s T \ S �"O /. \ `\` w y T81 ....\ \ / / / I F '.OPEN. P'AC � I , L T 1 7 i� r-���J- _/' \\ \ \ \ iJ*.. 1,1 \ \>,'. `.'. `.'.' \\.'%.`.• \\ B'. \ \� \ \\\ \\ \ J `l •�/l l / //i/ i / r / `-_� \ N29°28� .E 9 \ / �\ j 1.�. \ 1"\ , \ �/ ti a . \ \ \ \ \ i / 1, I _ - s.e \ \ / . . . ., . . \ LL N FEET \ \. \ / / \\ \ \ ( ,•�.• \ \ \ \ \. / / / / //, I ,EXISTING TREE AREA Uy•. / '' - _6Q ft. \ \ \ '. �� \ � �/ /.. \ \ h \ .\..•.` �. . \.`.`.`. A�a• \ \ \\ \ \ / // / , / \ INCLUDESAMIXTURE. C� \ m/� F'-'.'.'.'.'.'A.Q A F3.S >� " �Y \ . / o oo- soo / \ V / \ \\ / / /,\ .,.. T\ ��r -�i - - _ \ \ \I .\. . .\ \\..m.\ \ \� \ /r , l l; I / / \ 20'ACSA SANITARY OF EVERGREEN AND I/ LOT 82 I U Q) !`-/. `.`. `-". `. -. `.'-`. `i". . ,. . ` / ` �l -�_ \ �\ " U� - / ° = JCFR�Y, PHILIPM �/ ' •., - , \ k \ 1 \ \\ . S'.\'.\. . .I . -- \ \V 0 \ • / / / / / // {, Ex. 20' EMERGENCY I l / \ SEWER EASEMENT i ' \ SFD I . �. . ., .-•`-i.` _ \-- \ - 'y- ORJENNIFE - -1 /' \ \ \ I ! \ EXISTING '.`\` `-"> ..`\l .' \ \ \\ \\ \ \ _//// r / �' ACCESS ROAD I �/ / \\ DB.5075, PG.664 � � DECIDOUSTREES I / \ 1 '+ NO. Parcel ID Owner Total Acres D.B., Pg. Zoning •. ' ul 0.2390 ACRES - / / - \ \ \ \ \\ \ CREEK `.". \ 1 "V \`.." -. \ \ \ V - \ \_ _ i / / ; EASEMENT \ / \ / \ I . . . . I _ } : ZONING: R-6 R IDENTIAL / ,�_ \ \ / \ \ \ \ , - • -'-\, � - - - • 1 \ \ - _ -' / ( , y De 5420 Pc 586 \ / � , - _ \ 34' I .1 \ I 1 056A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JR TRUST U/A DTD 0.110 4122(202 R-6 LLJ --_ D.B. 2229 PG. 29 - -l__i \ \ \ \ \ \ \ \!-__/ 1, - / I I \ \\ \ // / - - -- -\ \=135s5' / / I\ 1 2 056A2040006900 PETERSON, DANIELLE ROSEANN OR DAVID LEE 0.040 4601(137 R-6 USE: RE-51 E � / --__ \ / / \ I � "I '\ \ \ _ - r', Y I' 1 � k \ \\ / / `\ EXISTING BOUNDARY OF \, ' I / ® 1 3 056A2040007000 KING, JACOB MARK & MARIE EVA MADELEINE 0.040 5002/130 R-6 Z w j/_.. / °° � -- -1 (fit\ \ 1 O' \ / \ \ I / / I01-1 ��I 1� _, I_ \ /1 , - \ ° - \ -_�♦ I \ \ / _ j3EZONiP1GAREA (ESTABLISHING, / / / LOT 4 056A2040007100 DILLARD, WILLIAM H 0.114 3020/075 R-6 ° -1"�- \ r \ \ . . \"'- \ ., T ,i-\- �_ \ \ / / -- ----- THE BY -RIGHT R-6 SECTION OF / / / , - oSSAz-oa-0000a� / �_� \\ \ \ \ \ •.-\•.• .' ..•. `. --_- -_�_- / / \ SFD 5 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 / _ _ _ - \ \\ 3- ,, , _ \ / / PORTION OF EXISTING 20' GLENBROOK vs. THE REZONED / / / I I / SULLIVAN, JAMES,Id / -� \ \ \ \ \ t I _�, --- / / \ \� \ \ \ - \-`- •' \ i - I / EMERGENCY ACCESS ROAD ' / 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2 J SS CAOGA D �_�// \ / �\ \ \\ \\ \` \ '.`\ `e,`. `\ n ,__ `•\ , '\ R-6PORTIONWITHPROFFERS / \ L/I 1 \ \ � \v, ' \ ` \. .EX'MH'.'. - \ \ `I _ _ _ �;/ TO BE RELOCATED WITH THIS / / / 7 - 7 056A2010006500 COLLINS, MARIAN B 1.000 371/553 R-2 ~ -I--'.1990 ACRES �_� lI 1 \ \ \ \ , \.. s.\ \ \\ ° i - / // / / ---� \ \ \ \ \ '� \\ \ `P V-OS-1$`• - - - \ \ \ ' \ \ �\ T--� \� PHASE OF DEVELOPMENT _- / / / / / ® g6 I ONING:R-6RE$IBE IAL \ � \ \ \ \\ \ \� ` \ \\ . .. \`. \ \ \ \ I \ \ \\ - \\ // / / /J, I 8 056A2010006600 FLANAGAN, ROBERTMICHAEL 1.050 970/668 R-2 w I 8.5 R6: 608 h \ \ \ \ \ \ \ \ \ .C.'.'.'.'.'.'.'.\- ,- \ \ \ \ \ \ \ \ _ I / LOT 84 \ / I �\ \\ \ \ \ I , \ / / 9 056A20100067B0 FLANAGAN, ROBERTMICHAEL 0.500 3678/232 R-211 TIA - N \ \ \ \ \ \\ p •'`�`.".'.".'.`. > '" `" k �\ \ \ \ \ I / / / / / SFD / I \ \ \ \• \ \ \ \ \ \ 1 Of /-_ -yam \ \ \ \ \ \ \ \\ ♦ -•\ - - - - >'• \ \ \ I / I 10 056K1000006600 AARON, PETER& LESLIE SCHNEIDER 0.150 5286/548 R-6 n/�// -- ro-4%1&L,,wk _ _ \ \ \� \ \ \ -. - - --'-•-'x�- \ \ J\ , \\ \\ \\ \\ \ TMP ---- 05600-00-00-057B)--- - - I 1 /' / GLENBROOK A�'fOOTH ILLS / LL- I sAz-o4 000a -4 - _ \ \ \ \ \� \\ �\ \\\ \ ' \ \\ • "'- \\ \\ \\\ \� y \ \ \ \ '-OWNER: GL�MBRDOK; CLC \ / / / 11 056K1000006700 EGGC LLC 0.130 5359/29 R-6 J JONES, MIN MARTIN' ' - \ \ � \ \ \ \r �, \ \ \� . '\' - - '1�.'.'. \ \ \ �\ \ \ 1 \ / / / PHASE SECTION Q I I \ \ \ \ \ \ \ \ \ \ \ LL- - `. Ex. zo' sANITARr I \ \ \ \ AGREAGE:a.32AC / / / \ / 12 056K1000006800 BALTZ, BENJAMIN MICHAEL 0.120 5460/531 R-6 OR"SARA BE H c5 / \ \ \ \ • \ \ �1\• - • \ SEWER EASEMENT I \ \ \ \ \ / / \ 1 �16 / r r\ _ - - \ \ \ \ \ \ `.� (\\;, \ \ \ \ - ZONING: R-612ESIDENTIAL_ / / ♦ \ ® v -Y- 0.2120ACR /� -- - J 7 \ \ \ \ \ \ \ \ DB 1997 PG 235. I �{. - ` / 13 056K1000006900 GLENBROOK LLC 0.110 5075/664 R-6 a 1 \ \ \ \ \ ` \ \ y \ �\ \ \ \ D:B-..B5039/75 \ \ / / I \ - LQT$5---- ,- / 7 I zoNING: - RESIDENnA6/ o \ \\\\ \ 4'-` -`• \�\ lk _ _ /\i� I SFA 14 056K1000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 5347/`441 R-6 I I D.B. aas4P 9 \:. \ \� \ r \ \\ I . {'. `.'."�.'. `. \ \Y\ \ \ \ ---USE: -SINGLE FAMILY RESID IAL I I \ / / / C) - - \ \ I { \ \ \ \ 15 056KI000007100 DUNN, CATHERINE S & TYLER C DUNN 0.160 5457/729 R-6 N _ 1 / IAL /"` /? -\ I \ \ \ \ \\ \ \ \ \ \a \ _ -y\\�- I\ I \ \ \ \\ I / , I --L-0T \ \ - \ \ ® / -SFA 16 056K1000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 5398/250 R-6 I -___ I \ \ \ \\ `, \ / \\ \ LOT86 / ' - 17 056K1000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 5404/001 R-6 0 7C2-04-00-00200 - I \ \ \ \ N4 . •. -. •\ -. • \ \ EX. STORM DRAINAGE \ BENCHMARK: / I ° \ \ \ / / , - - - _ _ I B e -E' - __ \ I \ \ � \ \ \\ \ o �- ' \i• - EASEMENT I \ l / ' r ° 18 056K1000007400 GOINS, TYLER A & TAYLOR R 0.180 5393/262 R-6 I o PAMEL -�- __ 1 \ \ \{ \' \ \:: \ \\\ \\ \ \ \\\ \\ \ \\ - -, \- \,\ \ DB 5389 PG 75 A ` EX MH PARKSIDEVIL-1-14 I / / a az'ap•w , \\\ SFA \ s> i� // / \ \ \\ \ RIM=640' / / / sa' 1 \, ° / / _ _ 19 056KI000007500 GRAVES, S TUART L & REBECCA W REID 0.140 5313/327 R-6 0. 120 Z NING: R-(jS 81DEVTIAL �- \ \ I Y-. \ \\\\\� \\ \ \ \\ \\ \ \\.... . \' \ /• / ,•\ b / / / \ � \ ® \ '/ / q'`// �' \ e ' ' �.'.'.- �- ' ' \ INv IN=633.T \ / - 20 056K1000007600 HARDING, DAVID PAUL & DORIS A 0.220 5247/747 R-6 \ I / / V A \TVA V A \ V A, A 4V'..... , �\ , I / / / A �- \ V DIB. 2275 PGI 6 /I7�_ / ,I V A V AvA V A PY'�• • .t. •".•• •A• i 1, / A INV OUT=633.4' / / / V A - V / 9 // / RESTS TMP: 05600- -0 -0 73 �_ vv v v A �' - - -v •' -� / / / / v LOT /� / / 21 056K1000007700 MUCK, JORDAN K & MIA M HAMZA 0.200 5385/386 R-6 ���`"���, / / A V A� v \ V A .-. A. . . '.'.'. / / A ' V / / / / / / A I v� SFA /'/ // / , _OWN€R- STA E ARTI (WPANIES I I V A v � {`-` , I I V I I / / / 22 056K1000007800 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 _�' _ / / . - -... ! � I I / /'� v\v FUTURE v v _ j �� / �� 23 056K1000007900 HAYES, JOHN RIVES JR & SALLY ELIZABETH I I - ACREAGE: 5.84 C // I tom- � \ \ \ \ \ :, � .--"....' + ' \ ( / / / \\ \ IIB LOT / - / 24 056KI000008000 STANLEY MARTIN COMPANIES LLC 056A2-ga-0o- Tool I / �; I I 1 \ 100' STREAM \ \\ \"\ _. .\ _ LL LL LL . . . � \�\ \EX M PSV �S- \ \ \ - BEET / / '- / ' - \ � �PEt�.SPACE LOT 112 LOT 111 Mi1RA°HST F& RINE PICKR\AL ZONING: R-6 R SI E�TI I I II I \BUFFER \ 1 4 \ / / / / \ \ / \\ 25 056KI000008100 STANLEY MARTIN COMPANIES LLC 9l<00°.710 CRES I QB./PG.� a 0 I %/��_/ I / I \ \ \ \ 11 \h."�'LL'I`LL' �I \`.-. `. \ \ \ \I\P/I T HL.IN� r�EIS SHE / / / / \ \ ! - i / G SFA LOT � \ \ \ \ I .1'\A , ...I • • � • , •• \ \ � � \ \ / / ' SFA I SF 26 056K1000008200 HERRICK, MICHAEL F & DAWN Z ZONIN R-6 RE IIbENTIAL / , I \ I D.B.aal,( '\ 1 'LL/ '+•"` \` ' ti ��� \ \ FUTURE \ \ / A09ACRES m IAL\ oni \ - •\- 7 CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH Cl N08°42'0T 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 & , -� -� \�1 1 \ I I \ \tr . L \ \ ' ' 7 \ \ \ / I 28 056K1000008400 BENEVENTO, ANGELA MICHELE / I I- I I 1 1 ��r -�� , fir- -\ \ \ 20' SANITARY SEWER 1 1 \ \ _ i \ / / 1 '-�'•- -' \ 1 e60�' / \\ \ PHASE \\ _ / I \ 1 1 I I 7 1 1. .4. . ... )�.i. .p. \� \ EASEMENT 1 I i'i' / \ \ IIB LOT / \\ \ , \ I � 1 1 I I �'l-%%r, - �' \ - \ \ \ D.B. 1997, PG. 235 \ \ / ss \\ ' - s \ \ / 29 056K1000008500 BOOKER, JUSTIN K & CHRISTIAN T ��' / I 1 I�\I \-. , . �.-.-{-. . . . r�-.".t:'aY.\ \ \ \ 1 / ! FUTURE'\ \ ' /' // , 11 I I III 1 \ \I\ EX. 20' ACSA SANITARY)• \•. \1 \ � \ {, \ I \\ \ -� / \ PHASE \\ `�/ \ \, / 30 056KI000008600 ISHARWAL, SUMIT SEWER EASEMENT F EXISTING LOT \-/ ' / \ \ / \ , �I I 11 \ ' na Sza0 oc nF 1` .. \ LINE\ 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 5391/186 R-6 a- Hi 06 a L_L V J 0 Q I.1 0 LL 0 !. ' U I --I H� 0 w Z U) r^ 0- X J Lu H� 0 0 m W U v Iu L 0 w a Jun JOB NO. 112066 SCALE ill =60' SHEET NO. 2 OPEN SPACE A -- -- J__-- --I o.4a ACRES - -- - - - qTE LESH `-�''" Lor ✓ �� SO R. LLI is 1 I AtiFv COU LOT ago ✓/////' YYr/ `\ "-`�' LOT 11 f / 1-i , V '• ,C asem A � 9 I 1C. O. , LEGEND �� 09/13/217�4 LOT LOT LOT z ' , j _ -' \ \ aa6 0�� CD i La05 ��3 122 ass w I LOT LOT -._-,/ ^•/ \ \` \< 110 ao9 LOT LOT ' \ " LIMITS OF URBAN DENSITY RESIDENTIAL AREA (Tio ACRES) z > ao6 LOT , `, /.. C9 ONAL ___ - , ao4 3 \E, z 4_,T� Lor \ /_- LIMITS OF GLENBROOK PHASE I DEVELOPMENT OHLL � - ' � / V / -- ',, aoo LOT .. V / DEVELOPMENT N7 LOT / --- ___}--- LIMITS OF R/W BEING VACATED WITH PHASE III DEVELOPMENT \w r r------ I I I I I ❑ m '�'; I F \ ei / RESERVED FOR RE I ENT PHASEI -.y DEVELOPM _ _I _I _ _ 3' I r I . -- IF - m .. PROPOSEDTOTLOT PROPOSED ACTIVE -• ' 4.Saa 5F RECREATION AREA I , CD OPEN SPACER , L axi 0.43 ACRES\ �I -- ___ Z (n _ _ _ -------------------- z O I , I LOT tl , _ (z)az UNIT 97 LOT LOT LOT I "ul APARTMENTBUILDINGS I g6 9 y BD LOT �, , ♦ Z J s / -- INCLUDING (6) .. ... , 9z t \ \ i� ' O ° 5 / ' ------ a FFORDABLEU ITS _-- In `o 4 Lam\ `\• ,: : _. I 1 \•\° \` �I I LOTass I I' I 9y 90 L89 LOTLu o \\ LOT 1 , Zo HUMS PRrogrOlOTST o� • !�: `go,°/GREET-\ _ 1 \ , ma : i 1 ,Nl - I o I _' _ awl I 56 57 L8T LOT LOT 59 I - bo , - 6a - _ I I _ -'. __ LOT - \ , ,. , ,, , •,, . \ ,. .-. ..:. �•.. .;4".c 6 'Y \, `•, ,-:'-<.: l li LOT ,,, , �_ __ o o —_- _ "'t _ 4 —___ - --_—_ PARK RIDGE DRIVE__ ___________ _ _ --- -. . -- I I '• PROPOSED PASSIVE OPEN$_-_ , \• / 79 LOT ,, Dp—PUBLICROAD (6i RIV0 _— —____ _____ RECREATIONAREA 0,2 I z c AC ES \ \ •, ; ' , , pQ/Vq�MeO - -, J 77 LOT _' `o.J\RECS p o 0 0 0 0 o v II - __- s r LOT >,.:. , ,. G�C - / •-__-`• ...... o �_ o \ N a� SPACE E W � \ 0.08 ACRES- i OPEN SPACE LOTGLENBROOK ATFOOTHILL / — 1 6 ' _ _ \ LOT zz -:�e �o \_ ,.A�� - O I PHASE - IGHTAREA 027 ACRES` o `� /- - 9 , y , i / i •� I , ; „/ / LOT ti r LOT z3 I o- m �/ I'LBY \ �\ 1y R W i / � I ♦ �; LOT 55 __ !',: ®® \- ....- '-_, �/72 LOT L,Ow LOT z4 , ,,, / SFD �. , I I 1 i , , LOT 54 / �,-. �-y' _- \ .,; , 73 LOT q a i /xU� • \ LOT 66 \ I .-.. �LOT53 LOT z %' i ;....� \. \ 74 LOT =0� / L0T1g SrY' \ � SFD \ �_PEN:SP%)C� z � S I I 1 I� , i r �l Ac FY' `'•, 75 l y v - ° LOT 25 . �� ♦ ^ � /' „16W T ` 1 OPEN SPACEr ►� �'_ I' LOT Sa o��r�Pol- wAA-\ •,0 ;09,AGIt�S , II 2.56 ACRES InT O r6 \ / �-� -� 11 , LOT ° .-......' - -( \ �D7 _. / ��� At � o "�- 49 -::. / , LOT a7 / C� -17 CIO L , — w1 i�� j l: L46 L T ..\ _. LOT z6 e // ..`"` \� LDT 70 \ ��/ i � 0 `.I SFD LOT 68/ / / \ LCp N H� % [ \ / 4 i/!' 44 r /' \ / `\ 1 �'-\ SFD: \ LOT 61 A J E '3R.i ,y.•%� ' ` �` .`� / - ; ; , 43 -\ s -\ / SFA ';"� • - - •`�° `♦ \ i ' !-_____ //� , '� 7 LOT 62 / c '\- ° - ;� - I - SFA \ 1 OPEN SPACE F` 1 �_ , ' --_ \' �- LOT ♦ - I I s _ / a y � _ \ 3 \ �9 N o cll� ...LOT A SFA .`�\.. �6i � ai , —.IT..I .. i' `.'.`. `.`. .'. `.'.`. ` / §-„ LOT a4 �_ \ LDT 64 a 0 _o I I .�. 1 l I --� \ SFA \ PLATTED Wlki ... > •V / I \'` / \ / \ �` N Q o i I PH °'11 p LDF�IET\ ' L \ \ LOT 65 , \ : `: Q c `.'.'.'.'.'.'.•.'.'.''.'.'.•.'.`a`,lr OT3o `�\ \ SFA 40 L I I .\. \ j ,LOT a3 '\ w Lu Lor3a / LOT 80 z ° :." s / \ ,'LOT 130 / ,'\ J I I I /� __`�. '�. .�. \-` ♦ i / ;\'_ �,,' s `\ SFD t Q )•`\.' ♦ ` _ - '� -_� / SFA / \ n LOT z \ ' • \ / \ / V / 3 `\ / ,'LOT ♦` 1 .• \ \.' �� LOT 10 Q - `\ / SFA H� LOT az \ o .�' -a'.-____ Off. \ / / LL /.' — / / \ LOT i 1 . 33 'LOT 128 0 C LOT 81 'v5 / / //� /,'\ SFD ='� SFA 3 - Q' - / /LOT 127 Hi c / I ♦ — � .'� • 3a - ''�' SFA LOT il\��� . �. , �.-, .'N` >• . ,%;:=' O 'D.A&ACRES.'.` Q �y o \ • t • . '•� -- '%:; � � LOT 82 (y SFD 7LO LOT #'HAS8 R L26N��,4RE I� % \tio U ° __ .. a .. ..,.. .._ LOT83 •`�`� PO > t o W Q I GLEN _ - T FOOTHILLSI `� '.'. `.'. `.`�.'.'.'. \ i I _ BARKLEV COURT _ SFD / , •i 1 /i � \, \ i LOT 35 i I .._ �_—_—_—_—_—. -PUBLIC ROAD (54'RhV) PHASE V B - IGHTAREA :`:`:`::`:` �' \ V \ F J I J I . . . . .•\:`1`♦^ �� --- --\ LOT 84 /� _�"� SFA , I /in `, •\ SFD j\ LLu \ j' \ = w 3 ' 1 ______—_ - ♦ v LOT 6' , , \ FA z L 5 LOT6 \ Or I \ / \ W II ---- I \ \. `. ,•, •, •,• � �` \ LOT 94< w I ^ { .' .�'. . -SFA N - _�"' LOT 85 I LOT 98 ' z - -- --' �'-�-- - " ^\,�`, I ill1 SFA \ / I I I \ \ \ \ \ V J O I. '�"" - - " / \ I \ LOT 93 °.\ \< SFA LL O `\�.�' �� LOT3r� �I€ �`1 '\ ' .<\ \ /,� LOT 'LOT89 ILOT90 I I LOT92� SFA / LSFAOT 9 \ o I SFA LOT 91 \ �II,,�,',;' •' <\ LOT86 , I SFA SFA I SFA \ \ W Q I '''''''' ,•��, y — <a ./ , LOT 100\ l� v wi i' i /' `\ .•.`.-LL ``LL `LL `` I '' , , .' SFA SFA L OPENSPACEG. .\ ,\�,' _---7-_- �� "-/-" �, \\ \ / I I II I \� \ LOT 01\ \ i I•.I , — I tiT ♦ LL 229 ACRES C.`.\\'., "i �� y ��'" , o ':1 \ .. / ,I\ SFA Q O > L LOTz LOT 87 _- - SFA _ SFA . a\ I LL LIMIT OF I OPEN \ \ CO L ,1 \ ,--.- '. LOT 112 LOT 103 0 I O SPACE V / /. '�'�'.''•'•'''•'''•.•''''"'�. - - /; R�ZO ING OPEN SPACE 'LOT 1111 0.09 AC / � `,4. `. � L07 AR / L SFA 'LOT 110 I I �\ SFA \ � o 39 �1 LOT SFA SFA 'LOT 109 ,LOT 108 I R- \ - \, N 0.09 ACRES SFA , LOTFA LOT 104 ' ,/ w O/ _ — -� I p- �`4% /.,.. \.' \ \ `'/ \ •L`\ SFA i SFA \ ` J�!!/1 0 I I j \ SFA J F O ROAD i ---- I — I- 1 �\ \�:•'`\ ' t' ` -/-- \\ LOT 10 ` \ 0o . . . . . �. .\. \ .i, -t' \ '\ SFA O/O` -° — — \ ��l'/O ILL .. LOT 106�\ e- 1 O � w E� SFA /\G o I L/C \_ OJT a � o _ I ZL� \ — I \ / 0� \ SFD cos No. $ 112066 __GRAPHIC' SC[' LE r� : ; �, / // 4'�w — —_—_— e \ '` / Ro ,,, a0 N I o Izo I� / /zao , • • • r • \ \_ / LOT 115 \ o - ,- •� -\ \\ - \ \ Lo7 a1 \ SFD SCALE 30 0 IN FEET°) / 1 .`.`. `.'.`.'.`. `• ` \ \ YL\ 11 , I ,.�,•. SHEET NO. ` GLENB OOK AT FOOTHILLS I / ` - - \TCHLME-SE, ISSHEE1� \ LOT 114 <\ J! 1 inch = 60 ft 1 LL:::LLt. 1'\ / \ / / RHAS, II' R ZONED AREA / \ SFD /, L 3 m NOTE: 16 ,lH UFO PROPOSED SIGHT DISTANCE EASEMENT 46' 1. ALL ALLEYS AND PRIVATE STREETS SHALL BE OWNED AND °+° ' i1 � OPEN SPACE A PORCH/DECK MAINTAINED BY THE HOA. �J PROPOSEDWALL ' 2� HT.=6') VDOTCG-6(TYP.) PATIO (TYP.) 2. OPEN SPACE IS HEREBY DEDICATED TO THE FICA. ALL OPEN Gi ------------a ------ (MAX. --- -!� _ _ _ _ _ _ ---------- - 0.41 ACRES '20 ` --- ---- — — — — — SPACE SHALL BE OWNED AND MAINTAINED BY THE GLENBROOK SCOTT R. LLINSZ--------- - ____ k 10+00 10+50 11+00 _ 11+ --___ '- o� Pc \ AT FOOTHILLS HOA. U Lic. No. 035791 a N °- Soo'f< 5O - PROPOSED ACTIVE 'y ��9 L �I RECREATIONAL AREA - R5, 4 —I-- —I-- LOCATION OF STREET TREES ARE SHOWN ON THIS PLAN. EP -' � � I Y I I T 3• � 09/13/21 � LL io+oo --- \\---' /11 - 2oC LOT I/ 4. (6) AFFORDABLE DWELLING UNITS ARE INCLUDED IN THE (z) ��s G1 Z PRIVATE IEENq 12+ R 2 ;l ( APARTMENT BUILDINGS AS SHOWN WITH A STRIPED HATCH stoNaL E� w 33' - --_ 2 r' ti5 _ AICE M CQ So o' LOT 120 rn w ° "A ' 0' - V(VAR WI URT \ T)P PATTERN. THE AFFORDABLE UNIT WILL BE THE 1 BEDROOM UNITS Z i 1 VDOTCG z - --� z E y [� - '} 1-THEASEMENT�� - �3+0 \' LOT 11g j ON THE LOWER LEVEL OF THE APARTMENT BUILDING. w -- - 1 zo' READ SETBACK _ (TYPJ 10+ o w - - _ \ 0 15 118 /� OPC�SEDGARAGE z zo'xzo' MIN. J LOT 117 - o PROPOSED SIGHT DISTANCE EASEMENT I Q I W r , -- " - , % \ 9 L (TYP.)- — — J L — — — 0 LOT LOT LOT N g r o 23+So 116 r' i `o - % DRIVEWAY ASPHALT PAVEMENT LOT 112 W > r r _ / �, N r. O 1 SEE SHEET FOR PAVEMENT DETAIL 1 11 111 LOT � � 9 � 3 -- w v' / 5 �r 10 LOT 11 ° i el 110 9 LOT CONCRETE CG 96 (TYPJ J , 2p\\ \ ;' 5� BP o 1 MIN. io' DRIVEWAY c 0 3.6 Q ,- r r m 107 LOT ;% �24 ; � z5' FRO T SETBACK (MAX.)' � w / ' xo --- -- - -- -- I l r w^ 3.06 LOT ; /e/ j :r y� %, \` - " a r r r o, i r~ ----- �� 10 i W i 2Q Z ti° = „A 12+So U a _ _ 5 3 CONNECT ROAD TO EXISTING r STOP SIGN (TYP.) F/C p i i - _ �^ PROPOSED STREET SIGN (TYP) ) *00 r - - 2 N I /C 1 STREET SIGN (TYP.) r LOT \ 12 _ _ HILL TOP STREET - STA. 12+43 w----'o �/ 104 °"' a ; y0 h`'-� --- _— --- - - - M 20 4_ 20' 10' 10' °zz' ti Pv-------- i lei LOT 4 So — — — — i z Q� 03 LOT A — — — — o / r x 1 i :z — —`+ ----- ..\ ..: a — — O a 2S;p 2p PROPOSED S' SIDEWALK (TYP.) w 102 LOT / s 'x - -- 4 0 3 - ti 11+50 -O 1z+oo 1z+So. I13+oo5 / �/,, 101 LOT..... / y I a DEVELOPMENT - 3 FUTURE (n o o �- - -- - - - f-_ �3+5 _ 2s,s"MrNF ��, 100 LOT X�' ?r, �/ EVELOP ENT H o j s Ia - - + soo'R,�8O, 2o�'VTS N 99 LOT \ y" 1 ti° PHASE IV ` ; o o R - ; 1 + o ' FTB +oo /N / W o 0 o° VDOT (TYP.) _ , 4 Oo qC $ — — — — — — — r Lu ¢ p O \� ` \ 9 — ° K � ,^ � � � 1 � o L N (TYP.) co z o °`.' .: . • •. ;. �R PROP _ A °. OS _ L \ E .� RESIDUE AREA — I ----- ?9 . r oPUB� cR/ EDP �o \\ ° RESERVED FOR D STOP SIG _ o IO o I 1 ----PROPOSED STREET SIGN (TYPJ _-w _ _ Sp Ap s2 RIVF�2Sx \/ i PHASE IV 1 — O Q PROPOSED _28o R/W) yL oo r 2 r t� sTOPSIGN(TYP.) - ���� �9\ W1 m DEVELOPMENT I'°' I _I PROPOSEDVDOT a_. J a D 0.22ACRES—I-- aj o PROPOSED MAIL KIOSK - �� Q 2ti PRC:10+62.55 _ ' — — — — — — `o_ 0 - _ �. STD. CG-22 (TYP.) I I_ _ryl Q 1s% - U .PROPOSED SIGHT DISTANCE EASEMENT - w� �S01 0- Ln 11 It PROPOSED VDOT STD. CG-6 TYP. PROPOSED TOT LOT PROPOSED ACTIVE - z R (TYP.) R W' 4,500 SF RECREATION AREA -__ 5 oh OPEN SPACE B PROPOSED STOP S SIGN (TYP.) xyro, l - _ 0.43 ACRES PROPOSED STREET SIGN (TYP.) — L¢ M ti 3z' - - o o - 2O" 20' - _ _ PROPOSED S' CONCRETE P o o 10 ; zo' 20' - _ SIDEWALK (TYP.) z°+o I �• 11 + PROPOSED VDOT STD CG \ 0 • N -------'- ----' 35` 9' + 72o STREET TREE (TYP.) 2O' R AR SETBACK \ 3Z\ o -, F/C FjC I ----r PROPOSED VDOT STD. CG-6 (TYP.)L9 w LOT i ✓ : 2p; `\ �8 J 1 MIN. r LOT LOT I 2 12 UNIT 97 r APARTMENT BUILDINGS I II co 96 95 SLOT rvLOT LOT ' ' \y\' r a1 \ \� // / 3 0 -° 94 rn 93 er _y �o / / o INCLUDING (6) I o i M ; --- - - 2 X ° \ w J o AFFORDABLE UNITS + "' PRO POSED'ASPHALT �' / /g N doz _ DRIVEWAY 1�1 SLOT STREETSI\(TYPJ Q y1x� \ / // / ll. I o LOT 121 I d i i as ' r z4'-- - o TYP. s,F 0 90 � LOT r / �, --_ LOT / �\ / o 1 10+00 10+5o ti5 11+I0I0 i 1 ZO a N SETBAC ry PROPOSED VDOT 89 8 xso \ BIKE LANE / // N w +So ; • zp - STD. CG z (TYPJ o LOT �. �P:) / O I t p, 1 1 50b'R _— I L 28' / ry 87 LOT I �8 2 I -� 12+00 Z _S FRO/VT M cow 86 \(NUJ 10' '� S P o 1 yQ 6' - SETBAI ° ^�/ 0 \ \ ,/ / / m yy o 12+SO. ;. 2pr K r ., ., �/ ,. >> \ / / / o 1\ Q N t ^ice M / .�_\ / ` ,; n I �\ 18 41tl(j PROPOSED VDOT -_-_ O�� O > Q STD. CG 1z (TYP J / - �ry 20` PRIVq TE TSTR 23+00 20:' �`2d, \ \ \ ® ��.,,// .• a r LL w Q m ROAD EET 2p;- / S�` 0 \ w ¢ 2$ R/W) \ ND OF PRIVATE ROAD w� /, i �_____ / ; -_- v So �' 26, ti /'- LOT � a MAN. A ' • J J 1 ^ � PROPosEDVDOr - k� 30° � 8 S0 �o DISTANCE TO NEAREST i z m N LOT b sTD.CG-6(TYPJ I i 7�\, �y ; LOT `2�, ? 5 I TERSECTION CLA BOUR RO D uj '—' n Q�I 56 LOT CO v r NE ILL c a of m° - JQ/ i �, Z4x\ ~ /v` 84 N AND PARK RIDGE IDRIVE) =705A o _ 57 LOTtn ` + w 58 59 LOTs' Rp Oo LOT / zsxo 3 u i W l r _ FRONT NTS B .. o 1--1 PROPOSED VDOT STD. CG-6 (TYP.)I A i i ° - 6o iW of LOT o ETgACK ASK J 3 _ LOT y�\ J LOT ��, 0 W 1� u 61 �, - �� _. / WpO r / 2 _ W ■ q s 6z a', `< $2 .LOT // . s+so ,4. o -..1 !.ii .. 1 00 28' •_�, ET qC i i PROPOSED LC1T ^m / �\ixso f _�S / W + = w PROPOSED SIGHT DISTANCE EASEMENT !.0 r� ' - - I - LOT o> ' /!` \ I 20 LOT LINE (TYP.) 63 ^ 81 - U _ - - 2 c: . ° 64 PROPOSED VDOT ice/ vi LOT `,20, ?go, \ 20+i Q h j LOT STD. CG-12 (TYP.) ' /�, �/' , _ 62 W I J_ _ I -- -- /% /o L8o z$ - zo+SO Y = J o PROPOSED 5' CONCRETE SIDEWALK (TYPJ P : �4+41-71 PROPOSED - �8' - 65 / / t + y LOT - o - _ 21+00 z1+50 W n T STOP SIGN (TYP.) PROPOSED PASSIVE 6P . ?S' -_---- Sxoo �o LOT o o - - -1� w o EN SPgC < , 20 PROPOSED zo'xzo MIN. I T .I Y' . , l l 7 8 i l O/�� ry �8z VDOT CG-1z (TYPJ J E ., RECREATION AREA �` 1 .1 n I is 0.22gC EC \1 2p / 1CARGARAGE(TYPJ_ / m 7 0 NSPgC `'s, S.D.=28o' J o Y 1 PI RES \ J < p y�ti7 OT LOT ' ' p4 9 E D A �y p — _ _ _ — � o 1 Jr O+00 o _ z Rr / w L _ C 5 J '�, liq B PROPOSED LOT LINE (TYP.) n 77 v'i RES 1 _ — — — z 0 1 rF O� 2Sx 76 �\ ' , STREET SIGN (TYP.) n°o -` - io+So +.; :. PROPOSED CONCRETE 3 or ow >. q<�F Or So K w + S� \ 2' , h ^ PROPOSED SIGHT DISTANCE EASEMENT r - w = w v SIDEWALK (TYP.) _ /cbi Y srR LOT�r 4 yh/ (2S,F F N"h r -- J3' \ i uJ z - - 1 PT.1 �; 11+0p a. I , •9S F� V. i 5'SIDEWALK(TYPJ w 1 o R 55 LOT �^ / ^/FNT ,Boon z y`� , qS i i'i MT 0 STOP SIGN (TYP.) O Z .y5 �� PARKING PERMITTED IN THIS AREA r END OF PUBLIC R/W o _ u+So /, 6 \ s*oo / 9 / iB, LOT z1 <v h OPEN SPACE E O 1 �� 7 LOT y _ a' ., �,__s's o.o8 ACRES o PROPOSEDSTREET SIGN TYP. f ° ° ° / r 7 _ /LL (TYP.) - ' i b % \ �, r / P/ /. !N r ry i i %l E e� LOTLINE(IYPJ ' \ +°o y LOT ^ 20 CFI p _ qC� o f I I i - - _ 30, ¢ fi 68 LOT 2z Q ,ipg' w ' J -30' 9 g I 1 iFalo ��, P DOOR T LOT 20 - I%+� r �Jm � � LOT 1 1 ----_-,l , /� r r _ -- • ; t , z3+o r O/�/T i / � T n FT6 / h � � � . b�Q , r Q Q� _ / , C r"�� ° or l 208, ' LOT 2 15 - CONCRETE CG-9B (TYP.) CK LO O LOT 55 PROPOSED WALL MAINTENANCE EASEMENT, p ^/ 7 LOT (� t°e r_ " i s 1 16+00 / r LOT i 2g RR T 24 1-------' ; 54 r " 2 0' OV/ 73 LOT 1 1---------- o --- 1 o LOT53 / s;�Ro` 3+so i3� �Fpe, 74 i 2�c'u` LOT �'N R LOT19 z 1 r o LOT 5z TSFTe,, ,\ r .' 4 qcK LOT f% ` `'/ / w o " qC s2' M --- LOT z =) rn ° � „ % � / : P('BC/ y�R\ -'-24+ \\2O\ 75 % � Q btu i � l 3 mil_ r F/CF 1 OPEN SPACE F a / i 5 0°� ,2 CR qO IQ/q�� o P OPOSEDSIGHTDISTANCEEASEMENT co/' Z Q// /Cro LOT 1 PROPOSEDVDOT O / e/ �� h/ ° 1-i °o 0 1 Lu z.58 ACRES '- / / H STD. CG-6(TYP.) r / w = (Sy' °'\ ° p w LOTSo� - -yr "� °' Rrtl'7 , \ �., r �OT26 LOT18 / a ° 4 l3%' L __._._ _ / r i �mc AO •.:.'�. �" _.Z _ °' `may i .z,. ,:. 4 ,� 2.,y i ' JOB NO. o 1 GRAPHIC sCAl� °' `� I ARSE i 0 PROPOSEDWALL(MAX.HT.=3') yo / i / - l ~ i/P_E i08' /r o RE , n /P o 1 ®r - - J 3 TBgCK -_ LOT L9 r of LOT 2 i � 112066 1 5 30 so 0 30' �� LOT 8 `'/ L T ", ,a , '� ti`", s5; c 4' SCALE L ` _ _ r. ` 4 F / h/ - / / LOT 17 3. = 30r o L T y Zs R 2 �--MATCHLINE - SEE SHEET SHEET NO. IN I'ITT ) ��a, d3' - / l 46 L T r ��, oo 15 � LOT 28 zx� 5 / , li = SO ft. l / ■ ■ ■ - vim/ ■ �� ■ 4 y O' — MATCHLINE -SEE SHEET 4 TOP STEEL PLATE WELDED r 30' - 4i ; C ; ry i \ - - -- - _ TO 05T d GROUND SMOOTH W W \ 30' / i 43 o i �'�, Z-1/2" DIA- GALVANIZED STEEL POST. PAINTED WITH W W W w w w W - ate♦ \ l `--\ __ l 42 �^/ PROPOSEDiz'xzo'MIN. \ R * ' LOT16 /, 2 GOATS OF PRIMER s \40' _ ; 1 CAR GARAGE (TYP.) \ \ \\ o / I AND INSIGNIA YELLO --� --- LOT 76 f/- STREET f / " � �7' 1 _ 27' _ 2 �u i SFD 3/4" DIA. STEEL PIN W/ HEAD OPEN SPACE F __41 1 / LOTLINE(TYP.) /' \ - � 1 I W/ 3/8" DIA- HOLE FOR WWWWWWW.W.W.W.WWWWW...W.W.WWWwWwW ° 2.58ACRE5 \2� 1 \ s� `+ LOT LOCK LOCK zo' 15 . .. .. . . ---------� FINISH SURFACE ;4CN.I.G.: ------------------------- z� / ____ Ilk- s of zoo' rv° STOP SIGN (TYP )- I 1 3" DIA. GALVANIZED - _ �\ LOT 2�, i i R i LOT 14 i STEEL PIPE SLEEVE O PROPOSED SIGHT DISTANCE EASEMENT ' P • zz+ CPAINT ABOVE GROUND 1 0.46 PORTION SAME AS POST) -^�\ W W "4' i ^T ° \ \ \ S SI FSFTB i `' M CONCRETE FOOTING `- W W W \ AC\ PLATE WELDED - \ V e / W / LOT 3 "� / SLEEVE EXISTING FACILITY- VAR. W o ; C6 98' 3O STEEL W S 12- W W \ - N LITY ° VAR. WIDTH GREENWAY W W W �\' W w ° ,. , 11 , ° , \ 00 EASEMENT TO BE PLATTED \ \ W W W . V W W W W W . W W / M v i' ° l ° i LOT 13 i r NOTE: DRILL A 13/IG" DIA. HOLE THRU WITH THE PHASE III �� w mQ' BOTH THE POST AND SLEEVE FOR �� v� y .. W LOT LINE (TYP.) PIN PLACEMENT. W W WDEVELOPMENT .. .\ W \'% W WW W W w \ V \\ w LOT 31 i= R f 1„ R/W ', i r � � NOTE: SEE THI SHEET AND SHEETS FOR LOCATI NSOF - BOLLARDS ALONG THE EM ERGENCY ACCESS ROAD o, w \ , W\ . W W W W W W. W. W. W .W W ei W W . % LOT 3z a �� ®. � � W � . � � r � � r • , F/CF/ �i � , � i � � � zz0, W LO LOT 10 fh�' . . . . . . . . � . . . �' T 12 r \ \ ♦ W i F/ z 0 M . W l i rCi I P W CID LOT 33 I , r ' o - - LOT 9 sz W 0 &�' \ e W LOT 34 W \W p I CONCRETE CG-96 (TYP.) k` ESE zo'EMERGENCYACCESS o . S O - ROAD EASEMENT W �� / i �i l i 'S5� LOTH e D.B.Syzo,WPG. 586 � e , , r L, o • I� , , , � �/ % r♦ I e W . . . W . W\ W W e \- _-,_ i t � xh --�° � i rM � �t r♦ (b S?.I i 5' SIDEWALK (TYP.) I 1� W . . . w W W OT CG iz (TYP.) LOT 8 a . e\ e w w VD I I � I- I r I SI ♦ e _ _ / i � � STOP SIGN (TYPJ � I LOTPF BETWE o / X yro ANDPI %l SCOTT'R. C>?LLINS� Lic. No. 035791 � 0�0 09/13/21�� .S'Innrnt. E�G� Z Z O_ k f m _ En F- �, p Z g a Lu Z OLu J H o:S W _ 0 C a W - ' Ibo o I ee W w m N n� BARKLEY COURT _85R� - Lu " r - \ _ A•` z ♦ LOT 35 PUBLIC ROAD 5 ' R W ♦ W \ s STREET SIGN(TYP.+ v n ; \ ♦ . W W W W W W W W . . W \.WWWW RELOCATE zo' EMERGENCYACCESS I I_ j 5. •7z ,F ,� z,,' ♦♦ W . W \ AND BICYCLE/PEDESTRIAN ACCESS m LOT 7 ♦ \ ROADWAY WITH PHASE III ----- ------ I ° v5 'I - , ♦ (7 W DEVELOPMENT. SEE DETAIL,SHEET io - - _ _ 1�0 - - - _ _ -_; _ • • ,i6 ` ♦ \NT SETBA J J � I A. . ii' • 5 FR CK � i ��� < / �� � LOT 8 N \ \ ♦ WWWWWWW WWWWWWW..W\ WWW I \\\ '� ♦ 00 I --I ♦ W W W W W W W W W W EMERGENCY ACCESS DESIGNINGCAPACITY e VDOTCG-6(TYPJ I �� ` ♦ SFD ` �� ♦ W W WEIGHT BEARING CAPACITY Igo ------- `� �� .SOP \ ♦ W . . SHALL BE 85,000 LBS P�� ♦ (�J ♦ e � W \ ♦ W . . W . W \ W . W \ LOT 361 r to I 'iOI \ ;:<.� ♦ \ 66 V ♦♦ W W ��� w LOT 4 LOT 5 II LOT 6 A �`� >'tio N ` ♦ w REMOVABLE BOLLARDS COMPATIB ° • �I II �� ' ` ` ee W .\� WITH KNOX BOX LOCKING SYSTEM ee '------ ' ��� III �� i I , �� Q FOR FIRE RESCUE TO BE INSTALLED 1OO I " - - = I O ---- ---- - A ♦ LOT 85 > TO PREVENT VEHICULAR ACCESS BUT _ G��IPHIC SCA EI ` W W W W .,\ STILL ALLOW ACCESS FOR EMERGENCY I� 9 i.. i;,l.. _�i y13-- �� '� '' SFA W H �� A VEHICLES. SEE DETAIL, SHEET EXISTING ZONING LINE 0 75 30\ 60 �� 1]J A � W � . � W � W � W � W � . W W I I I -- �I - \ I I it PROPOSED SIGHT DISTANCE EASEMENT \ ,' ♦ Q ,� \ o I �' DECK/PORCH/REAR ' 1� A ® > ♦ LO T 37 A o E CF ) W \ I I II P TI AR A YP. �\ �\ , (/) LOT \ LL W I 3 , ` ( IN FE T ) \ W W W W w li ,i ` LL W w , \ W 1 inch = 3 j - + i II 4 j, �\ �\ ; r' ' LOT 86 `, �; r 1 _ ----- \ LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE W W W W W W W W W W \Ws02. - - pI il' -�''' I ♦♦ LOT PROPERTY LINES SFA O I --I NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf W . I- - 41 - _ _ - - - Q / \ BETWEEN PHASE I LOTS \ J OPEN SPACE G . ° \ �� _ _--- -- i O i i L 21 ' \ 9 AND PHASE III LOTS I --I 0 1 6,619 4,408 41 6,048 3,558 81 2,196 1,243 - W m -nl II 1 1, I LLI 2.2 ACRES \ J / ,- PROPOSED z0'xz0' MIN. Q 2 6,160 4,017 42 2,208 1,262 82 1,695 1,189 W 9 . ; Q v I Ar �- i CAR GARAGE (TYP.) 0 \ / ,-'' 3 6,110 3,974 43 1,807 1,297 83 1,735 1,227 GREENWAY . . .\'\ w I ICO ED II�� , 4 6,315 4,141 44 1,902 1,392 84 1,786 1,278 \\ W w w \ i n Q d ' N 5 9,074 6,186 45 2,003 1,491 85 2,502 1,471 W . . W W W W ,\ OE(TYP)i, i \ LOT38', ��\ LOT 87 Q � 6 7,555 4,369 46 2,091 1,581 86 2,174 1,216 �� . . W W W W . . . W W W W . . w . �� �� �� o n' II LOT2 ,' ' Lu 7 7,400 4,231 47 3,083 1,935 87 1,757 1,242 \"' ; "r�\II / i �\ \-� y SFA / 8 12,415 8,055 48 4,345 2,989 88 1,815 1,315 WWWWWW. W . . WWWWWW. W W . W 9 7,873 4,569 49 3,364 2,613 89 1,840 1,339 10 6,168 3,608 50 3,307 2,557 90 1,867 1,367 \� \� y o� 6- �i I� ti2�•'.� i� AT�k1t1NE E IS SHE \ ' U) 11 6,904 5,316 51 4,070 2,754 91 3,171 1,908 �. \ .. . . . . �' 12 5,589 3,476 52 3,923 2,619 92 2,971 1,790 , \ W i tW \ \ \ // ` . W . . W ` . . W W W . \ \ \ LIJ 13 5,100 3,053 53 3,139 2,389 93 1,846 1,345 \� .. .. .. . . . WWW W W �W \ o \ \° '' W W W W W W W IW W\ W w \ W O 14 4,029 2,662 54 3,136 2,377 94 1,815 1,315 \ �' W W : \ W W w \ m` \ LOT 39 \ � LOT 1 15 3,174 2,423 55 4,233 2,791 95 1,789 1,289 aW . ���' iW W A\ \ \� k �' '� \'� W \ ♦� 16 3,987 2,646 56 2,670 1,620 96 1,777 1,277 \ .\\ �' W W� \� \ n \ VDOTCG-6(TYP.) \ - 17 3,996 2,656 57 1,596 1,096 97 2,532 1,456 �. W W W / W �W : W . W W W .\ \\ \ n 9`\ \ j, \ W W W . W . W . W W W W W . W`. W \ W\ \ J 18 3,240 2,490 58 1,600 1,100 98 2,563 1,474 W \W W \ \.. W . W . .. W . \ . . . \ W Q 19 3,240 1 2,490 59 1,600 1,100 99 1,643 1,130 /\ W W �.y .. .. . . . . 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 \I \ \\ '\�' .�.' .✓/-` 22 1,470 970 62 1,578 1,078 102 1,667 1,163 W W W W W W W W W W W k / W W W W W WWWWW W W W W \"\ W O 23 1,470 970 63 1,580 1,080 103 1,677 1,175 \ . . . W . \ W \ \ \ LOT 40 ` �w \ . . . . . Q 24 1,470 970 64 1,578 1,078 104 2,405 1,363 / \� . . W W ... .\. \ \ ; ��- ° oo / \ \ \ \ W e O \ \ PROPOSED R/W GLENBROOK AT W W W W W W W W W W W W W W W ♦ O 25 1,470 970 65 2,557 1,502 105 2,462 1,414 , W W . W . W W . W W `. \. a . \. \ FOOTHILLS \ . . . . . . . . . . . . . . \ . . . . . ♦ N m 26 1,470 970 66 2,256 1,284 106 1,732 1,231 . . . . . . . . . . 27 1,473 973 67 1,656 1,152 107 1,743 1,242 \\ W W W W . W W W . . . W �W W \ \�" \ �P PHASE IIB \ W . . . W W W Lu \ ` ♦ z 28 1,925 1,041 68 1,600 1,096 108 1,754 1,254 \ E 8 2 \ \ W W W W W . W . �. W W �\ .\W 29 4,757 3,267 69 1,549 1,045 109 1,767 1,267 / \ WWW . "WWW ` .WWWWWWW . "WWW `� W W W \\. W W \ \ /.50�' r \ . . . . . . . . . . X, . . . . A 30 3,416 2,666 70 2,063 1,126 110 2,643 1,599 / \ • • • • • • • • • • • • • w w \ / �,'' ��p \ \ W W W W W W W W W W W W + W W w . \ W \\\W W W u V 31 3,394 2,644 71 1,972 1,053 111 2,906 1,716Lu xo \ W . W W W W . . W . W w 32 3,359 2,609 72 1,452 952 112 1,810 1,310 / \ ..WWWWWW.W.W.W.WWWWWWW�W.W.\ W. \ \ LOT41 \s x13 \ . . . . . . .` .WWW�W�W \ W . \ WWW 33 3,325 2,575 73 1,476 975 113 1,810 1,310 \� \ W W W W 70a No� 34 5,205 3,533 74 1,528 1,027 114 1,810 1,310 W W . W W . W W W W W\ W W \ \ r' d °19 \ W W W . W W W W W W W W\ W W W \\ W\ W W W W W W 112066 35 5,424 3,305 75 2,356 1,379 115 3,222 2,034 \ W . W . W . . . . . . \ W 36 5,570 3,367 76 2,073 1,153 116 2,734 1,654 . W W W . . W 4 W W W W\\. . \ \ '' x0° \ W W W . . . WWWWWW . . . W . \W W . \\ W W W . SCALE 37 5,458 3,285 77 1,560 1,060 117 1,916 1,415 / \ W . W W W W W W W W WWW . W WWWWWW \ W W \ , '� '�9 - . . W W W W . W . W W W W I \W . W W W . W WWWWWW.. 38 5,516 3,327 78 1,574 1,074 118 1,891 1,391 \ WWWW WWWWWWW W WWW \ 3- i\ � ?9 \ W WWW W W WWWWW W W W P \. .WWW\�\ W W 1" - 3�� 39 5,362 3,214 79 1,593 1,092 119 1,926 1,424 ; W W W W W W W W W W W W WWW , W W W W W W\� W W W ATCHLINE-SEE \\S SHEE\ 00 ♦W WWWWW WWWWW WWWWWWW WWWWW W W W\ w W \� W W W W W W W W SHEET NO. W\ 40 5,45E 3,2E6 80 2,147 1199 120 3,E77 2,262 ' a / aW . 5 W PROPOSED WALL (MAX. HEIGHT=6') PROPOSED 20' PRIVATE _ DRAINAGE EASEMENT — — — — — — — — I — — — — — — —— --- — /---__—T -- — -— =1— 10 00 — ------------- to F5o — 21+00 o ii+5o — — L I PROPOSED zo ACSA UTILITY EASEMENT— LOT f/ LOT 120 MH-4. / T _ — _ PROPOSED 8' SANITARY SEWE \ I / ' / P C i \ LOT 119 PROPOSED SANITARi SEWER SERVICE LATERAL (TYP.) �3xoo R� q I FF l \ 118 PROPOSED WATER SERVICE LATERAL (TYP-) / tiVgMC \\ LOT LOT _ROPOSED 6" zz 5° BENDS — / PROPOSED SANITARY SEWER _ \\. qR l'v/p �Ri \ \ \ 116 7 H- r /3H 3 0 LOT \ z 44 LOT LOT I n /o / I/ SERVICE LATERAL (TYP.) s `�*So yF,q ROPOSED zo' ACSA UTILITY EASEMENT � LOT 112 LOT \ ` \ \ \ FM \ i \ PROPOSED TYPE A / 13.3 111 17 III LOT MH-42 \ _ \ ^/� i BLOW -OFF ASSEMBLY PROPOSED SANITARY SEWER J 111 III 110 1O9 LOT LOT 7 / \ ,� \ / \ s o r< SERVICE LATERAL (TYP.) I / I I I / 1o8 1O7 LOT / / /r \ e. • \ \ * 0 ` / a . •t. i - • m °� --6 — I LOT _1 PROPOSED 2o' ACSA UTILITY EASEMENT — I rL _ 1o6 \ \� PROPOSED FIRE HYDRANT. „ —� L J J MH_36 I I — — _ 105 / \ / \ \ m iz+5o TIE -INTO EXISTING — — — — r — I I — — / \ s ASSEMBLY w/ 6"x6"TEE / 8" DI WATERLINE I MH-40 — — — / / LOT \ \ �. \ MH-43 y2+oo 0— 13+50 — 14+00 — O 14+42 _ - _ L MH-37 S + S P ` — \ DI W ER 104 LOTS - 1kxS \ \ i. . m PROPOSED 8" EL 5z AT LINE �RO)8"GD8"x8 T — / % 103 LOT \ �� O " TEE _ � — `� l � lei S � e PROPOSED WATER SERVICE \ ° PROPOSED zo' ACSA UTILITY EASEMENT --�' \LATERAL(TYP.) 102 LOT \ PROPOSED 6'45 BEN yti�'� ' < w w w w w w w w o - 101 LOT \/ z�x/ /// m 11+50 12+00 12+50 I 17+00 W W. \ 100 LOT \ / : '9`Q / 0 w 13+ PROPOSED FIRE HYDRANT5� rr \ 99 LOT 1 E /� i ROPOSED 6" CL. 52 DI WATERLINE ASSEMBLY w/ 6"x6" TEE I o — ay+o •.�' - I O � + a " OgwoR/V m 'F -R FUTURE I DEVELOPMENT ° y*o\ \� \ J �4 I/// PHASE IV m tI I o I I I \ PROPOSED 6" 22.5 BEND rI rl rI I l I LF z } " SxsO ' 01 r O I � a I �, I I L I I \ w\ " 1 I I PROPOSED 8" CLI52 DI WATERLINEFL \ \w I I, PROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) I —IL — — — — — — — — \ \ • ° ?6x0 \ ROPOSE�I AIR -RELEASE VALVE i PROPOSED WATER SERVICE_ ,, � PROPOSED FIRE HYDRA AL (TYP.) +v I — — — — _ \ PROPOSED 8"x6"TEE \ ASSEMBLY w/ Wx6"TEENY LATER - %. \ w/ (2) 8" G.V. & (1) 6" G.V. ° I, " I _ I I I F I / LOT / \\ \ •\\ I I LOT LOT \ I I I 97 LOT LOT PROPOSED 20' ACSA UTILITY EASEMENT I I 96 95 LOT I I I Y. o E ,•I —__ 94 93 I� r� 2 + EASEMENT — 9 I LOT / \ ARO UTILITY R 91 LOT r PROPOSED 8" CL. 52 DI WATERLINE I \ POSED V — I I U) — LOT 121 MH 35 I sA E SEMEN $ — — 90 LOT \ \ T i — 3 ROPOSED 6" CL. 52 DI WATERLINE\ 89 LOT MH- __ +0088 I +o+IS�0 V .I I II 1+5� s — _ � � � , LOT / � .° x ° _ I 87 PROPOSED 8"xr TEE o w� lz+op " \� PROPOSED SANITARY SEWER _ F _ s < / O I • 1 wl (2) 8" G.V. & (1) 6" -G.V. m _ _ — ' • - SERVICE LATERAL (TYP.) W — H, jT_ — — — w PUII�lBOLp S PROPOSED8"SANITARY SEWER-- _ ° •• - - PROPOSED FIRE HYDRANT_ RIVq --°— IASSEMBLY wl6"x6"TEE — — _ TFROADf o R� /PROPOSED VAR. WIDTH PROPOSED 8'x6" REDUCER / I I — _PROPOSED SANITARY SEWER — — ACSA UTILITY EASEMENT / / \\ �J PROPOSED 8" CL. 52 DI WATERLINE SERVICELATERAL(TYP.) rl, w So / / LOT �8SO w \ \ / \ \ MH 45 f I LOT LOT LOT \ \ \\\ \ O / PROPOSED FIRE HYDRANT I I 0 56 LOT \ \\ \ ASSEMBLYw/8"x6"TEE w 57 LOT l / 2 < 84 8 PROPOSED WATERSERVICE ...,, 4xo \ _ / LOT 5 59 LOT LATERAL (TYPJ \' \ w PROPOSED 6" go° BE 83 \ / \ \ \ ' 19xoo w\ I I _ 60 LOT w •• °, � PROPOSED B'x8"TEE j LOT w/(3) 8' G.v. a \ / _ - / / '' \ PROPOSED FIREw�E —61 LOT 4 \/\ HYDRANTASSEMBLY 4 _— — — — ROPOSEDSANITARY SEWER QSERVICE LATERAL (TYP.) I LU 0ROPOSED 6'"CL.52 DI WATRLINE I — 62 LOTr 82 LOT / \ ° 'as*w ' 'z v — �l <: 1 — I / 63 LOT // \ 5° \ 81 64 I � I I LOTw�_w � PROPOSED WATER SERVICE \ — / / \ PROPOSED 2o' ACSA UTILITY EASEMENT r \ \ w w I LATERAL (TYP.) a ° I \ 6 / / / S \ \ y \ \ / VA 80 LOT \ $O - w -VI \ \ _ PROPOSED VAR. WIDTH / R/� 'v/ I \ s q B sxo / / 79 LOT \ EX MH �oF ° — 5 ACSAUTILITY EASEMENT MH 31 / \ TF9 O� o y / /" EXISTING 20' ACSA Z PROPOSED zo' ACSA UTILITY EASEMENT ' ' i<<FY �S /l i 78 LOT \ / / \ �- SANITARY SEWER EASEMENT / / \ PROPOSED SANITARY SEWER B. So75, PG. 664 I . " zo+oq ..PROPOSED 6"x6"TEE f ��1X , 77 wl (3) 6" G.V. _ _ \ PROPOSED 8" SANITARY SEWER FgSF T\ \ \ S l SERVICE LA RAL (TYP.) D M l 76 i \� _ w to+go LOT 11+00 :... PROPOSED 6" CL. 52 DI WATERLINE / / 66 T ./ \.. , ,\ \ •� _. / / /�� �, /./ �s ° s — — — — —e— \ EX-MH-zzF LO / 1 I I + •�,• • . d.. PROPOSED AIR -RELEASE VALVE, 6 �6xo LOT 21 _ o w.. 50` \ \ // LOT �� : `'. S`� �� �.: /� oN //' PROPOSED SANITARY SEWER a I PROPOSED 6"x4" w 68 ' , - x SERVICE LATERAL (TYP.) REDUCER � a • . ' a `� zz+0 / � ) � � � � / ` H / • •:. . LOT / II l/. � '. :a ''. •.� \w� o '' ``�\ \`�_ 6\ \ � s zs[ l 3o /LOTzz LOT EX �MHPROPO SANITARY \-23 SERVICE LATERAL (TYP) 70 /,F LOT 20 / PROPOSED WATER SERVICE / LOT TIE -INTO EXISTING 8" SANITARY SEWER I r F 23y LATERAL(TYPJ / 1 LOT 'I 16+00 , �� 'h � ROPOSED z� SA UTILITY EASEMENT — — — / //l � '• ' .- { P MF °o : .,. � / / J WITH PROPOSED DOGHOUSE MANHOLE I I ( PROPOSED TYPE A LOT PROPOSED WATER SERVICE - ' ' \ UB FR 7 / I l /� _ I l - l .BLOW -OFF ASSEMBLY / SS P C/ S \�� / / � 2 LOT PROPOSED SANITARY SEWER / / LOT 54 LATERAL (I .-.� '� CRpgQ \\ / LOT /� / � LOT 24 / ::. \� .� / / \ SERVICE LATERAL (TYPJ / / s �S ' z \ 73 // / ) /PROPOSED WATER SERVICE/ / LOT 19 LOT 53 LOT 52 / / / , _ I — ' ' R1 w 3xso r e 74 LOT /� /l N� l LATERAL (TYP) `� I / PROPOSED FIRE HYDRANT - \ MH-34 I PROPOSED8"SANITARY SEWER / ASSEMBLY w/ 6"x6" TEE \� w\� \\ 7S / / / LOT25 PROPOSED 20' ACSA s s EX-MH-1 F <u / h m / / LOT s 50/9 LOT 26 �m A/ / LOT 18 r7 UTILITY EASEMENT / \ w 0000 GRAPHIC SCALE ®� s MH 33 j LOT 49 / so // / LOT 2 L 30 �00 0 15 30 60 s \ \ \ / / / 0 Fu S" \ \ PROPOSED SANITARY SEWER LOT 48 / \ \ / /' SFI�itR FA SFLi _. v D.B. 1997 p 2?5 _''� \\ �SERVICELATERAL(TYP.) / / // 47 L T LOT17 \ — \ `\" L T \ PROPOSED 6"CL.52DIWATERLINE �Sx / y \ LOT �\ ATCHLINE - SEE n FEET) OPEN SPACE \� \\ / / / 46 / / 1 inch = 30 fL EX-MH-1F / / v \ v o. �._ v / Lic. No. 035791,a 09/13/21 W Q CI �A W in 0 z Q WU Lu I — inVJ H z Q U C J w 0 L 3 ° H� N J ° 0 ° cibw C Q o 0o �.�/ 0 u-40 L w 7) J° Q o z z o 0 0 J L 3 Hi — .0 H� o U W LZ ° 0 J U) a a _ � o C 0 V / � ° J rr = w w z 0 Z w z 0 Z LL J 0 V ° ° 0 0 U X N w M L Izl � ° W c w U O 0 w uo JOB No. ° 112066 ° SCALE ° 1"=30' w 0 ° SHEET NO. o 6 PROPOSED SANITARY SEWER L T ATCHLINE - SEE SHEET6/ M SERVICE LATERAL (TYP.) 44 L T �W TIE INTO EXISTING 8" SANITARY SEWER / / - \ ` % 1 / / 43 // \ \w ~� / LOT 6 42 \ �w 1 / l l SO R. LINS7 \w\6x00 PROPOSED 6" CL. 52 DI WATERLINE / / LOT 76 O _ "7 U Lie. No. 035791 _ S / /PROPOSED SANITARY SEWER / / /// // SFD 0�� 09/13/21 �� 5 _ / \ - q yy W F iz+5o SERVICE LATERAL (TYPJ / / / C,S Oti,G.' PROPOSED 8" SANITARY SEWER _ 5 /- _ - - / / C/�p vyq \ 'S' O�S4R w i6. II '' LOT i SInnrnt 8�� � PROPOSED 20' ACSA UTILITY EASEMENT + - - / / y �•' /w) PROPOSED 8"x6"TEE 5 - - - -Z -Z / \\ w/ (z) 8" G.V. & (1) 6" G.V. PROPOSED WATER SERVICE . (p`\\ % LATERAL (TYP.) LOT-29 I F ILOT iZRI SANITARY SE�/ / / I \ ` / / //—EXISTING ao' ACSA LOT 77 / ---�_ _ _�,. W W v , ` / / SANITARY SEWER EASEMENT /j _��_ _ SERVICE LATERAL (TYP.) /• o I / / / D.B. So75, PG. 664 SFD �X/ -MH-12F / ��. LOT3o LOT78 V { / Q . . . \ W w PROPOSED FIRE HYDRANT LOT 3. %�� � � 3 / � � SFD ASSEMBLYw/8'' x6TEE / m �.En LOT31 / /. /�/ /� �s / Z o ROPOSED AIR -RELEASE VALVE / PROPOSED SANITARY (TYP) �s U 0 SERVICE LATERAL (TYP. s m / W XISTING STORMWATER LOT3z / // / / �� ����� 0 MANAGEMENT FACILITY /� / // / ; / // �// LOT io �/ // s � 0 \ \ \ \ \ ` 5•\ \0-6 r / F I LOT MH a4 / / / �/ s� W a LOT 33 / / .W.W.W.W.W.W. .W.W.W.W.W .�.W .W N w ® w EXISTING 20' ACSA /' -PROPOSED io' PRIVATE SANITARY SANITARY SEWER EASEMENT / / \ // SEWER EASEMENT LOT 9 D.B. 5075, PG. 664 / PROPOSED SANITARY SEWER W LOT 34 L / SERVICE LATERAL (TYPJ / / GREENWAY DEDICATION \ \ 0 � � PROPOSED WATER SERVICE , , xy . ' / / LOT i .. . . . .. W AREA �, �/ - LATERAL(TYP.) PROP ESO D 8" CL. 52 DI WATERLINE' _ tp LOTS w w w w w w rn CD PROPOSED y' CL. 53 DI WATERLINE / / � o / _ Fo l — — — — PROPOSEDTYPEA / J / BLOW -OFF ASSEMBLY / PROPOSED 6"xy"REDUCER A L COURT11+00 PUBLIC ROAD (54' R/W) 11+50 M /PROPOSED io' PR VI ATE SANITARY z to+oo 10+50 _ 12+ 0 — �� m SEWER EASEMENT Q Lu w . . . . . L — #r Z \ \ ! 4- LOT 35 M / / / � / / W . W W . . . . � \✓/ I �I PROPOSED8x6'TEE I M "" M M M M M / PROPOSEDAIR-RELEASEVALVE / 2 LO / cM N/ (2) 8" G.V.. & (1) 6" G.V. 7 // / . \W. / / T � ROPOSED 6' DI WATERLINE S \ / / / � .�.�.�.�.�. . . � �. � � I _— � — _ Fes, •. — — _ � — I � r—I \ / / LOT 8 N — / MH-21—� —----------- \ i/ / SFD M vi OI I I PROPOSED 8" SANITARY SEWER \ WATER SERVICE I I I ROPOSED \20 ACSA UTILITY j EASEMENT ASEMENT \NPROPOSEDOPEN SPACE LATERAL (TYPJ LOT I A � I I I 1 vT!v ////// ♦ O o� W LOT 4 � (�`. PROPOSED SANITARY SEWER ( I LOT 5 I I LOT 6 SERVICE LATERAL (TYP.) • / N MIN. HORIZONTAL SEPARATION REQUIRED - •;^ I I \\ PROPOSED FIRE HYDRANT I I / N \ BETWEEN WATERLINE AND STORM SEWER I $ \ .WWWWWW WWWW W `W W.------- - ---°W �d I ASSEMBLY / / / \ Q Q \ _ "> _ I p I — / LOT 85 > �W 4 \ SFA - oC \ \ / ` . . . . . �• . I PROPOSED WATER SERVICE J LATERAL (TYP.) _ £ uj \ \ / \ J Q 17F 1 I O LOT 37 > �. �n I I I f I LOTS V �� v W LL_ Z w I a I \ \ LOT 86 ~ Q I�> \ 8.' . • W • W • . • . . . y\ • / / I PROPOSED FIRE HYDRANT o 1 i .. .. . . .. i I ABLY w/8'x6'TEE MH-26 \ i / j \i\' \ SFA O h—I Q Lu W. . ERA ( ) R SERVICE \\ U PROPOSED WA/ W / I I I LATERAL L TYP. T// W W W W W W W W W W W W W W .. l I I LOT 38 I 1 I \\ / LOT 87 ~ ' E � (n a . w . w .. .... w ....W .. / LU 0- PROPOSED SANITARY SEWER ••..\ \ \ LOT 2 / / 1 \ \\/ / / SFA / SERVICE LATERAL (TYP.) PROPOSED 2o'ACSAUTILITYEASEMENT U J W \W . . . . W W W . . . . W . i i' � _ _ � _ \ \ \•_ \ . \ .v im/i.-(.. \ / / ul - _j I� �� • • ' i s s PROPOSED SANITARY SEWER \ / / '���� LU Z SERVICE LATERAL (TYP.) \ Z w n n LOT39` \\ �\ \ j// / � / C' O LOTi GLENBROOK AT 0.09 AC 110 WWWWWWWW W /\ / FOOTHILLS - PHASE II n O / jROPOSED1.SEWR EASEMENT 41 �W w PROPOSED 10 PRIVA\TARY� \ i \ -PRO SOP ED 8" CL. 52 DI WATERLINE SEWER EASEMENT I� \ . w w w w LOT 44 \� \ Nw \ /-fX-MH-22G A Q $ / / / ��B 00 �....���....� v �/ N ' V ® co "PROPOSED' PRIVAT E SANITARY \ / _SEWER EASEMENT CONNECTION TO SANITARY SEWER SYSTEM i INSTALLED WITH GLENBROOK PHASE 2 / // U" I MIN. HORIZONTAL SEPARATION REQUIRED • • 5' BETWEEN WATERLINE AND STORM SEWER \ \ \ • \ c� / / V . . . . . w . . . W W . / i \V A x / w H 1 I / .W.W.WWW.W.w. ..W.W.W .W. .N ✓ \\ LOT41 \ / �° \ / 5 / uj W • • • • • • • • • / CONNECTION TO 8" DI WATERLINE a �n / yC \ \. PROPOSED WATER SERVICE INSTALLED WITH GLENBROOK PHASE a / �1` /, - JOB NO. CRAP IC �SCAL A V LATERAL(/I o �� / PROPOSED 10' PRIVATE SANITARY \ // \ \. \ \\ 112066 ao o is ao so izo 1 w „ W W W W SEWER EASEMENT \� / FIRE HYDRANTASSEMBLYINSTALLED S SCALE WITH GLENBROOK PHASE a 1 = 30 FEET_N ) .. W . W . . . . W . .� . i\. / o�� `9xo° / a-•. SHEEP NO. i TW 684 TW 685 PROPOSED WALL 685 TW 685 TW 684 TW BOUNDARY -- -- -- - - - - _ 682 BW - - -- AX. HEIGHT=6')- --68o BW 68z BW - 684 BW - - - -- -- - -- - -- - -- - - �� - _ _ - - - 6796W - -- - 678 gb _ - - - - - - - _- PR POSED iz" HDPE YARD DRAIN SYSTEM J- --- - -- -- _ 686.00 / \ _ - O _ �F 6$6 - - - - - - 686 w/ 1o' PRIVATE DRAINAGE EASEMENT 68400 - 680- - - -- - -98 100-884- ---- // _=T - J / - r �S -O - y ROPOSED ROAD DRAINAGE SYSTEM - - - - - 1� / \ SCOTT R. LLINSZ 10+00 ° 10+50 11+00 11+50 - 99 \ \�680 682% �' s8� J / / \ 1 / U Lic. No. 035791 a 97 _ _ F s- --- �' �s 1z+oo - \ � _ � 09/13/21 ,� 10+po-. --\'�I6 ' \ \ �- \ \ 2 / v i LOT w W680.00 \ LOT 120 z 5 4° 4%II PROPOSED 20' PRIVATE_ _ �' LOT 119 / / w /of ° 3%� I 93 J ¢ I = _ - = DRAINAGE EASEMENT -\� - i3xop 6�8 /� 118 689-33 AR T_ Q w _ - - \ \ \ \ LOT 9°.°° E / O %n : - - : - - - 688.0o A / I \ Z LOT �w I I III_ LOT 117 aa.67,E - 7 / // \ o 86.67 / I I J ' 3/d 4�0 zd/o - _ _ pR/Vq F OFF z3x loz \ \ 116 68733 A \ !3H 3 rr O \ D [' I LOT 1O3 112 1011 ��' �11 LOT LOT i 4�0� �\ \\CF'7gR,���IR l \\ 68.33GAR686.67 6% \\ \ 68 / / 0 I 6 8.6 GAR 678.00FFE 7 7 6 GAR �Q Lt1 I 110 109 LOT LOT \. /OT/y \\ / \ 86. oFFE 5% . / ,. \ \ O I o 11 7 78.0 > 61 / o I S \ = O o / 1680.o FFE 67933 FFE 678.0o GAR 6 8.6 FFER �678.0o FFE I I or III 676.67 GAR 67733 GAR 10$ 107 LOT / /� \3 /o .�. SFMFN\. C �4xpp / 6%. 7d/ol i ,. -I - a tc I /� 67733 FFE 678.0o FFE LOT / / ° / 6$0 \ �I g2A I 92 678.67 FFER 678.00 GAR 106 / / z /o \ �'/ \ \y w 3 \ - 678.67FFE 678.67GAR 105\� m 6 Sp \ / k w 4?B \ PROPOSED zo' PRIVATE 67933 67933 GAR _ / LOT 3 /0f \ \s \ - _ 6 i +50 _14+00- _�76- I - FFE o / a +O 1j+00� 3 m - DRAINAGE EASEMENT 680.00FFE / \ 6 = - O M -S - o 104 LOT 4%7 s z4xsp \ 6�s f p��cp -\=�6 m F 886 - •. _ r ti \ B - \ // 7 103 T / z%� S j i /� 6� - I / 80 0o GAR - �. p '•.:. -.. , .. ,:, gl ... ; _ 680.6 FFE LO F 680.00 GAR. ., \ O y \ Z 6a0.67FFE 1oz LOT 3°i°/ oy�'\ _ s] to 101 LOT /. / \\ eP /• �i� •:: \ \ \ O \ 0 o a 111+5o W w 12+0o w w 12+5o w 113+0o w w \ �p \ \ 68133 FFE 681.33 GAR 100 LOT 4 z%/ \ 6$Z �j ROPOSED ROAD DRAINAGE SYSTEM m \ o F o --� I. g_oA 13+,5p - \ w \ \ 68z.00 FF -- \ \ H \`w 4+pp \p \ \ \ 68z ooFFE 99 LOT 66 / \ 690 \6 \ \ ----- --- W a o 40:.. w v 68z.00 GAR 9 W � / F O 2 E \ 1 \ m \ Q 0 - .:: �q'R 4xS0 w •� \ \ � 68z.67 FFE / /' ,y l Q 65 : ./ � � .•' � s9 /f� --------- iT o C \ / a� KR/� w w p f PROPOSED zo' PUBLIC - gg B4/C GF \ O J !' / DRAINAGE EASEMENT DR/��� �J / FUTURE / `f DEVELOPMENT = 673.o0GAR PHASE IV \ "' �� \ .,I. 673.67FFE i �I �.I. I 1 {� I -�a\ \ 64B ~ \ s�FF ` o \ I I •\ � .< � � + I I 63 •.. 6q r \ \ \ � , .< I / ' - 6 0 3% I I { I { PROPOSED 1z' HDPE YARD o 7 7 E., �( I`' .' { f w/1o' PRIVATE DRAINAGE EASEMENT - cP -\ \w I / 674 �ci \�\\�\ F / I \ i 85 f 671.0 67a•o0 \ �� \ ! \ \\ w .�� z. G 12%I , I � 6x0�• \ ;.. / M _ x €_ 0 Ln .I I o I i I J IN .•I I --r-- ;`.:°. <, 673 ° `\ \\ s J 674° � sxso y y v v / /\- Z I L9 671.67 GAR o :.. :.. {''_ F I LOT ol 672.11 FFE �°I {{ LOT LOT LOT LOT CIO f 672.°o GAR 96 95 LOT I I / \ \ \ \ z� \ / / \ �R - 3 o 6$2.6ZFFE 67z.00 GA 67z.67 GAR 94 93 I \ \ ' • \ ' p 6 cyi 6 1.6 FFE 1 - Sp N _ I $4 673.b7FFE 6�3.33_FFE 6��o AR FFE 67333 FFE 6 090 GAR I I LOT / \ % \ \ .. \ • X w / / \ "(/\ -- N o 7%� 6010 -Z4; 674.67FFE / LOT / / \ \ � - II I I �%{ 8d!° � / I 674.67 GAR 90 LOT \ \ \ ` J \ --- -�: 121 67o I I _ -- ' i \ PROPOSED 20' PUBLIC I Solo+ ;' ° I 67533 FFE, 675-33 GAR $ LOT \ \ \ \ ?j a I I 'DRAINAGE EASEMENT 6/o I 676.00 FFE 9 x �° \ \ / / ° { 10+001 10+50 1 1.: �^ I 11+00 I $3 ' / .67533 GAR cib w ,i I 11+S,n S 1 ''" / 7 0j-6,6.00 FFE/ $$ LOT LOT / / P �w PROPO ED 12" HDPE YARD DRAIN SYSTEM / \ - W `•'� °f 8oD 73 PROPOSED zo' PRIVATE- �T �- o _ 676.0o GAR $ 8oC I DRAINAGE EASEMENT I I w - - 12+pp\ \/ 8 /o` 676.67 FFE 7 / I / \ 6a \• �\ w/io' PRIVATE DRAINAGE EASEMENT \ \ N ss p I p _0 676.00 GAR J N --S _ `n. I. --w- S 12+ >. 7/0` : 676.67 FFE/ o 676.006� R / \ / /�� \�8x0 \ ,... J `\ / / > o I�18 ia� $off/ 676.67 / `o \ VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT RIVgTO T S% s a3+pp, / / / i \ \w _ Q 8z 4L}_ a - EROgD� p R ET' s l / / \. \ 59 ROPOSED ROAD DRAINAGE SYSTEM ` / IECESSARYTO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. Lu J o 806 - Lu Q \ I w �8x w n 668.00 GAR 2% II J v F e� - ' - 8ag w % / / \ 616 sp \p \ \ � / Z LLJ 668.67 FFE I � I Z =, I LOT LOT - I \ / 85 \ - \� \ / i U) i--i co Im - J I z°!° w \ \ 677.08 FFE $ \ \ 1 \ / PROPERTY BOUNDARY o Q 79 56 57 LOT LOT _ I / I ' 4%f w \ 1 \ / 67533 GAR LOT 1 \ \w ; < / t 670. oGAR 4x • + O I LLJ ILL. <t.... I:. I I -II �- '• I 671.7FFE 671.17GAR 58 LOT I PROPOSED 2dhf..: `�:.,,« po 4 LOT \\ 5$ _zs\ _ o 1 67467 GAR O w 7. R �o/� 6 f 61.8 FFE 59 DRAINAGEEASEMENT 4°l0/ w '\ �. 67z: o o.. ;'.• .. 6B - I •: :'-3- III g' 66 ` 7 3 671.17 GAR i I l FFE 8 \ " �I 5 0 Hi E 6 FF $_ / 671.83 FFE 67z.5o GAR 60 LOT %I \ / f 3 LOT PROPOSED 12"HDPE YARD DRAIN SYSTEM / J i--i of - \ / I - 673.17FFE 67z.5oGAR I LOT 3 / /j �.. \ \ $%..:. 674.00GAR -.. \ w/10'PRIVATEDRAINAGEEASEMENT '----- •" - i--i I � `.• f f I ". `.•: - 673.17 FFE I I 61 �\ - - - - :• ° .}I _ _ I 1 73 LOT \ \ \ / �xf`p a 67&33 GAR / \ 61 \ \ w 56A ^ • - r{ u i C) 0 6 0o GAR 62 � � � � \ LOT � � � / w . ..' -":. ;:.• Q o 6 .00 3/0 i2 - J I / 673.67 FFE 673.67 GAR \ / �/ 8/0 : \ - __ y ) '(\Ir -. LOT \, I :. 675.08 FFE $1 / '' \\ -:57. 19x ' _ , ) ,,�( I I 6 7 F I,J' 78 / 67433 FFE 6 6 6 R \ / \ a.. 67z.67 GAR ..5 1.17 •S 20+p0 _ �`-_w- 0 U < W I PROPOSED zo' PUBLIC - 73 7 64 , n DRAINAGE EASEMENT _ ,, / 6\4.33 FFE 67433 GAR LOT // �� \ \ 61Z \ �� 20+sp w w w w = V ° - 77 - \ oo FFE 6 / /...---- - - / / air A iG.. ° 7 L0T 9 a� \. DRAIN SYS o 21+00 2z+50 Y o 4 2,0 I II. / - --- --_-__ PROPOSED ROAD DRAINAGE SYSTEM / 674 33 G R ( /S _-,.5. R/y C//Lje zSxpp •�, 8/0� / / 67375 FER LOT \ \ 66 0 4 w/Oo PR VATE DRAINAGEDEASEMENT TEM' O - - w � / - o �/ 4.33�'9TFq O y` E / 74 6q - -- / \ \ _ 1 , ^ \ 671.33 GAR 7$ / \ \ _ .. 0� - V \ �- LOT \ \ � � � � � � � Q o I_. 663.33 GAR 12 I II I ° .,. / 10+ •_ // �% " • r?s Fq R FT \ "6�0.�7 GAR LOT y \ s 672 5� O , � J z 00 6 _ \ IS II i0 r \� \ _ O ° 6 z. z FFE 670.67 GAR 6 \ - _ -53 I --I z : 664.00 FFE I I IL..• 66. lO+sp 73- 7 - \ �... MF 69 �Sxsp .\ ':_ 8/0 7 \ s �� _ T w % 67z.gz FFE 670.Lu CD 0o GAR // \ �\ 2DVOPOS - - - - LJ_I LOT/.. \^�\\\ 7 / \. 671.75 FFE / //^ \i =1w 11+pp 2% PROPOSED 20' PRIVATE 8% / / / 6% / _ ys ROAD DRAINAGE SYSTEM V w II 66z.00 GAR 2% I I E / w-- - ' /67333 66 LOT \ \ S DRAINAGE EASEMENT / /�/ / \ -� O z 66z.67 FFE .. o w Il+ ` ° ' . <•/,I s Q I I o So \ / �.00FFE 67 2l0! - �. /.._. �.� % LOT 21 - �.. (j O - I w. ;. \ LOT \ - ` Y \ �� \� \ :. /m 671.0o GAR -� �'O_ - \sue \ O w - / 6�z.67 GAR 26x �: /// / :6 1.6 FFE Q ^' \ �-- - - LL c> 6% h� - -\ \ \ ` \ \ I .. . i • 7 12+ 73�3 \ 68 44D � � ,� � Q �- � � o �/ - `� • e. -w � p° LOT �.� 6s i (/I l / l .: H I PROPOSED zo' PRIVATE f;' / /., 6/0 ` r \w zoo GAR o� \ 4[* s 6 �6x / / Q O \\_` ° I - _ / s LOT zz , / Lu I 1 - ---- _ �, �� 6 z.6j FF 69 �c SOy / / / ( 1 DRAINAGE EASEMENT 766 0/1 w 7 \ \ \\ y o /• O Q 12xsp -�\"�� 671.33.GAR LOT / / / 2d� \ s.. / l�y /. 70� �.: 67�.00FF / /O /''. 6%: / \ \ �- LL o I I '_ - •. ... '-..' ClC'�iOAD VVAV 66. �. \ 70 '\�. � / /o 'a m � 671/33 GAR 7%� 6d/° ] : ," �5 R k - • 67o.67GAR 4 �: \ \ / LOT 2 Q J 67z.o0 FFE LOT 20 / / Q > / a, ,� /. 4 R/w)' w 3 671.33 FFE / LOT 2dlo / 3 / Q / 7 3xpp lot (� S �I 1 �x5o _ / / S%I \w 7oE PROPOSEDWALL;1 / /6o.00G�R 72 / 4_ / / y 6233GAR / 0 6+00 ' '• LOT 55 f y- - „w (MAX. HEIGHT=3') / 670.67 FFE \ \ LOT 44B, �. LOT 2 / Q . y 6laoo FFE / / G u �MM s LOT \ ... .. N _ • .: \.. / \�, .. 666 66g.33 GAR LOT / J 66g 67 GAR l . < : r !. / \/ W 664.17 GAR 54 8%� PROPOSED WALL ° 5 6 0 0o FFE \ 73 / �/ / /PROPOSED 1z"HDPE YARD DRAIN SYSTEM 670.67 7 665.83 FFE 6664-177 GAR65.83 FFE LOT 53 / r. w 63e7 7 66 08°/ 670.33 FFE LOT 1 / z 655.00 BSMT 6 .00 BSMT 66 a GAR LOT 52 7%r \MAINTENANCE EASEMENT W 7933tAR 74 LOT /// n� o I • ' S: I w.0.0o / w/1o' PRIVATE DRAINAGE EASEEN9 / LL1 �, J 55 664.83FFE 6 / � . \ '� 3xso \ 44 (9 .ry, LOT z / /� ___I 5 664.83 14 5d/o \ 7 w w\ ` 4x o 66933E 8.67 GAR // / / _ 66 6 T .: 670 67 GAR / 655.67 BSMT ] / 67 r33 FFE / / o _ 665.5o FFE \ oil 1 O 66g. FFE 6 0.33 FER /.•- / i / �/ / -°0 655.67BSMT LOT51 / \ > 3.3. (� Q : / / w PROPERTY BOUNDARY .. S 5 - - - 665.33 GAR \ \ / 0 / w w I �\ / LOT 26 / / h LOT 18 / %/ o w o / '�' '�.. 666.00 FFE LOT 50 �/ / / 5"!0 v , 70f\ ]o �.� � v /. / ����y/.��T 669.00 GAR 5oB n "/ / / a � I ,�► S / 6 6.1 BSMT / % \ - ( C 8 /0 9 7 y / ° JOB NO. 5 7 3 \ Q i° 66 6 FFE / s® ® 7-- GRAPHIC sCA� a / 666.00GAR LL �/ \\ �.\ 4xSo/ _ \...../ oA O 6�.67GAR / / S / / 666.67 FFE LOT 7� / \ w 44 / / S 1 FFE / 112066 ° ® --- - ` _ LOT 2 / 4'7 33 / / /�!/ -c 30 �d o 15 30 /' 60 o,z 666.0o GAR (�7 \ J - - 406 /. 4 f \ / o g - // / o / PROPOSED62o' PUBLIC DRAINAGE EASEMENT SCALE L T /.' 66 67 GAR / / / Ln LOT 17 7 / / / 1" = 30' S 666.00FFE a 6 Jr 5 , 66 FFE 6 L T \ 4J \ ' - sxp LOT 28 / ATCHLINE - SEE SHEE / SHEET NO. �, ( IN FEET) OPEN SPACE �\;� \ 6S4 \ \ 56 6 6 6.1 BSMT 533 [� \ w� a / O / I �� 668.33GAR4 / /// I 8 1 inch = 30 I'. �. - \ 664.0o AR \ 66\ 4oA FFE '^ - ---- -- -- --- ----- � ` _4 \ � \ 664.0o AR � - \ � L T \ / 64�� A 1O 41:: / �. / sue.. 6g.00 FFE / / /o / ° ATCH N - S H� f\ VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT 66y.00 GAR \ w / y /. \ ... \_ / / 7/b.67 GAR \ \ o / / - x\ � 6 NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. ,zH �, � /� _ PROPOSED ROAD DRAINAGE SYSTEM So .. / • . LOT 6 333 42 - - �.•.. �._\ / 1 66967 SCOTT R. LINS7 - 6y.00 FF 66y.00 GAR \ e w I / �� : / / / / \ �p� O ti 6+°p \ / : / 6 /° / / / LOT 7 U Lie. No. 035791 WALL�� 6 F 67o.67 GAR / 1 4 660 / 4, y 'U/ _ "NO IA,I / by°.33FFE / // SFD09/13/21 �v EASEMENT 4$ l l LOT 15 �� � SS'toNet_ E� 61 W W / / W W W W W W W W W W 1-33 GAR ZIAWW \--- --- ---- 65z BW --- -- - �. I I i\l 670l 67oo FFEL W W , � W W W �-�: N \ `, - --- -- -- _ _ zo' PUBLIC DRAINAGE EASEMENT I I W - - --- -- - PROPOSED WALL - - LO \ I I / \ ROPOSED _ / / W W W W W LOT W W W W W \ PROPOSED SWM FACILITY, -- -(MAX.HEIGHT=3) - _ 14 / W W W W W W W W W W W W W \ \ MAINTENANCE &ACCESS EASEMENT-- -_ (MAX \ I I o \� �- PROPOSED VDOTSTD. ES-1 72.67GAR / I / / \ LOT�7� / �� 6 oo FF I � � // , ---�----___ � - l 73. � � �• � / I o �• I � � ; , l i l �l l � � SFD663 PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFALL -_ I .17 % / I M I I / / l / W W W W \W W W W W w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT �� \ PROPOSED T HDPE YARD DRAIN SYSTEM - LOT 30 � l I I J � � � w/1o' PRIVATE DRAINAGE EASEMENT (L-17, Wz-g' Wz-zo', D-i.5' MIN.) a- / L 78 7z.67GA SFD W W LOT1 � � � .. A, A A -\ -\ - - W �PR�OSED SWM FACILITY, 7z.5o BSNI 4% / G _ / I/ 67z.67GAR 67i.o�\sV �A 67 6� m En ' WN Ay �\ A\ \ ' \��� - MAINTENANCE, & ACCESS EASEMENT LOT 1 / I 67333 FFE / s �� / / �W - �\ 3 - - W 17) - - - \�i - \ 67� 33 BS(yI W W W \` \ U- \ \ \ \- \ W 662.50 %; W Lu \ - XISTING�STORMWI ATER !o LOT 3z / I �/ L / / �\ \ V A v` \ M NAGEN�ENT FACILITY / - / i ! / I / / '/ �"� o y/ 71.00 GAR/ / �. / / / / // LOT 10 / / ,� s ` > 7 7 / W W 6 1.6 FFE/ /:/ / :/ 8% LOT / GA / \ o 66z.8 B % f' I / 673.0o R / \ W 3 i / 69°' / 6z.67GAR / / y �---573�7EE / /.. '� � �� 0 - W W - W .✓ \ V A A V \ \ v / -�/ - % \ i / LOT 33 / / /. O I. / 6 33 FFE / / / �. A s C I / I 80A -\- 67 .33 GAR ,./ / / // LOTS .uu FFE - W - W - - - -i.17BSYT�'C73.00 GAR W W W �!� - � � \ � � � v - , . / / LOT 34 � / / / � , '•'° � GREENWAY y I / //i:. 7 v �i� 8D / DEDICATION ��V y A vy / \ / 7 .33;FA \ / y :' / 67o.33 FF / LOT 1 A \ I W\WWWWWW \WWW AREA \\\ \ • \ \ \ 660.508 M 6%/ 7°/\ 671.00 GAR w _/ 671.67 HE \ 38 a �EASE\ / 7f1 . o MAINTENANCE, &ACCESS EASEMENT PROPOSEDzo' PUBLIC DRAINAGE MROPOSED FAILITY,� o V / IIILOT 8 DOSED SYSTEM 67.00GAR /f / // o PROP ROAD DRAINAGES M /o 1673.67 FF / \ e, .. E - o I / Ln - - - - - - _ I 36 0+5 11+0 �o`2`b 11+ _ j / // / -� -/ - / \ 12+00 / 8% 0 10+00 1 0 0� S m •. \ L %67F 5Lu BARKLEY 000RT_,�-MM M-d-668SM I I.. L C� W J - W ` °� / / R M "1 35 PUBLIC ROAD (54' R/W) I 658.83E T 13z OTC \ n..%a T _ \ / 672.67 GAR I 34 S 5 _ I f _ -� V / �3.33 FFE YD- D / //67�� N _- - - -- - -� \ \ LOT8 14 �4°� _ y y/r //� v SFD cr) W \ � \ ` W W W WWWWWW WWWWW W W \ � ' \� \ I S. I f I \� 6omGAR 7 33 OPEN SPACE �� �' 1 \ P I z l L I I A \ 7 �I J 674.00FFE y v \ / N v \ LOT361g6 6,0.6, FF T 6 o \N I LOT \ LOT 5� )I I I LOT \ \ / �/ /� PROPOSED zz"HDPE YARD DRAIN SYSTEM N \ I 664.0o GAR �F \ \ \ \ \� A 66y.67 E \ \ I w/ so' PRIVATE DRAINAGE EASEMENT ` N \� iv54.83 B�jf p a I n�o 664.00 GAR W W W W _ > / _ \ \ \ \ W W o 664.67 HE \ \ PROPERTY BOUNDARY W . \ W � W � W . W . . �� W � - \ \ I \"1 � � - - - � �; � � � °. II � ` � - � \ \ II / \ \ Q \ W W W I 5 HORIZONT-AL SEPARATION REQUIRED n - ' / / / LOT-S5 \ ` \ BETWEEN WATERLINE & STORM -SEWER I _ + I SFA Lu F W WW�A' \ \I� F° \ IT V 6io �' i/ \ v A W W W W\ W i_ LOT371 I �I 1 �, ��� v ® i W��WWW I �� 3 \ W \66z.00 GAR o LOT I 66z.67FFE - col ( U7 0 66i.33AR V i Ii � LOT 86 ■ I 65z. SMIl O_ / PP r 662.00 FFE 66z.00 i a ,\\' SFA p W WW W WW I / 57 7 ROPERTY BOUNDA - / / e g RY \ J W W _� o u' v (off <�,6 6 \ ' / \\ � O U PROPOSED 1z"HDPE YARD DRAIN SYSTEM \ \ WWW WWW WWWWWW % \' 1 30A D- w 1o' PRIVATE DRAINAGE EASEMENT / \ Lo 381 I / � ' LOT 87 o GAR I �� 0 3p6 I LOT 2 � � / / / \ Y 659 67 BF MT1 \ LI A i A 65& o GAR �' i \ �/ SFA Lu - ' - WW W \ \ W W W W W W � `� • : \ � 65 .67 FFE �� i \ ; W I 49� 3 �� _ W WW WWWWWW W y I ° 7° 1\ \ / �0 U) / -\\ 3--°\ II\ / ' /' \ _ i /� .. JsSFw I I I \ \ W W W y W W W W V v LOT Lu n9 G z Q� k LOT3. GL NBOOKAT65,.09 AC 6586, FOOTHILLS - PHASEII659 3EE \ / WW 1S�W WWWWWWWWW W� W WWW W W W W W WW �� ��WWW \-`PROPOSE\DROA1J`3%\ \1 / G \ 6 \LuN 5'HORIZONSEPARATION REQUIRED I W W W BETWEEN WATERLINE & / �� \ \\ ,7.8STORM SEWER �t/ OQ ooA\RAPIIC CAL L T9 6 65OGAR so is �o so WWW W N6yW W W \ 1 / I � ` WIW W W W W�W W W W WWW W\�WWW�WW \ �� I �' •'� �\� � \ � / � 6 �� WSW \ ( IN FEET) a \ 1 inch /30 It 65633 GA \ V'CONNECTION TO ARBOLEDA DRIVE 5y �p PROPOSED WITH GLENBROOK PHASE z� - / V W W W V 647.5o BSMTA A LOT41 o A\ j 5 / �� \ /-----_��A 'CONNECTION TO ROAD DRAINAGE SYSTEM \ INSTALLED WITH GLENBROOK PHASE 2 _ 66 \ WWWWW W W W W� WWWWW\WWWWW /� A \ � EX-14 ' S W � \ W o Q Q o z J a °- z_ 11wn LL V z I� � 0;5 a- z J Q O O W Lu (D w JOB NO. 112066 SCALE 1" _ 301 SHEET NO. 9 GENERAL CONSTRUCTION NOTES FOR STREETS: Table 4: Pavement Design (VDOT Pavement Design 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. 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-iz.SA MAX LIFT THICKNESS IS z" THE ADDITIONAL LIFTS MUST BE PLACED i YEAR APART PER APPENDIX III OF p gT£gL�MC00 OT + / TH OF COMMUNITY DEVELOPMENT 296-5832 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 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 DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL 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 ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD 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 DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 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. 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. UPT £V(Vq RT / LOT °$agoT LOT LOT � u6 j Y LOT W p or „B J " W „E S J � 1 I W I tog LOT OT LAS Q Q /LDT � � � P o �Q<o PaouPoc .., O SCOTT R. LINS� R - L 1 4 LOr 4 --- / s C 5 U LTG. No. 035791 � I• 0 4 wP LOT r O 09/13/21 G' r IONAL $'�O1'S" cc - 7 CD - z Q o s' B6T `vsT LOT Lor Lor / G <•�r(. ��0 O a N :Q a Q / LOT •OT 'r° LOT,., !wOUS °Sp OT6• _�/ GO OT O 7' 9a IZ J a �- z3a vco PU °'10 gilyi�cc o RIVATER 7-. 1'R ` 0 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO Note: Contractor to bore an existing pavement being utilized and coordinate with VDOT on upgrades to eometric design standards to ensure the above specifications are met and r uPT°� ag13o R/w / / a INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S ViDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. y g p g g g p _ OT "l ❑ °w . is \ Lm \. �" are in accordance with them standards. I I, I LDr ,�T I I / 65 LD, � 3 56 „ LOT LOT ROAD NOTES: 1 M-2„ sM-s.SA 6' I sT �T /_ , �T LROT / , GRADING PROPOSED 1" SM-9.5 I �T / m OT OVERLAY SURFACE COURSE DT 7 �P a Uri a 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS �. Rr / / L� LDr v EXISTING - ..,., V'4TF Lm / Z F- SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. PAVEMENT l IP A< ST °* � t 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WDTH AND REPLACED WHERE 3"-4' BM-25 [ 5 vP° To /Fyla , FF n Z NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. SUBBASE INTERMEDIATE COURSE o a z 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT COMPACTED \ \ \\�\�\ �/QO / FF " 0� - - s -- " O ° \ / 6"-8" COMPACTED AGGREGATE / ` F '' °' /_ / u g DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. SUBGRADE D abn J y OT== \ \ a y BASE COURSE, VDOT #21A Ro wA LDT i pew H w 3 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. ON �� �i DPro 1S4'R PU�Ic / OT C `O / / / DT ,/� o DRAINAGE �LTIMATBE DEPENDING \��\/O//\/\�'/ ��©/\/��/\/ /\ _ �3goTJ / l DT / ( v, z ASPHALT PAVING - MILL/OVERLAY / �ii /� i DTEB DT MLD,, 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. NO SCALE \\ �/� \ \ \ \ O*u / DT 2 / ` / H O ? o AND UNDERDRAINS % DT B ,, / „ "T o DT=9 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. oT / r \ \ \ / ��� j LOT=: > > yS 3 PLACED INACCORDANCEPIPES SHALL BE THE VRGINIAADEPARTMENT OF TRANSPORTA ON ISPECNFICAT SPECIFICATIONS UNLESS OTHERWISE MINIMUM SEDIAMETER N NOTED ON PLANS. COMPACTED FIFTEEN15 INCHES AND SHALL BE SUBGRADE I OT:° 2\e LOTa6 onB of p o ALL MINIMUM OF ( ) FEET ( ) COMPACTED OT L 49 'r V y Q� LOTA l LOT O � /ui 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS LOTa OT„ o NATURAL WATER COURSE. 2" SM-9.5 / v v PAVEMENT SURFACE COURSE ASPHALT PAVING - ROADS - \ a � µ µ 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 i THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. INTERMEDIATE COURSE NO SCALE �-�� �. \Izj MPo LOT FIi 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 7" 21-A ` \ 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 COURSE \ Nx //%/'///\�'' 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 \ \ ............... . OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT HALL APPLY. ASPHALT PAVING - ALLEYWAY 4" COMPACTED AGGREGATE BASE \.,y °r3° 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. COURSE, VDOT #21A 2" SM-9.5A / Lora OT,3 S 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. NO SCALE SURFACE COURSE 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). �/ o 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WTH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. \j7\�j\�j�\//\j j\j\\j�\ �\ s \ ' \ Qua o°�I // O / DT / / 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE (VARIABLE WIDTH% i�//�\///\//\//\/ y- \ \ Dr v o " I _ - / `o PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY ViRGINIA DEPARTMENT OF TRANSPORTATION MAY NOTE: CONCRETE SHALL �. BE LOCATED WITHIN THE STREETS RIGHT OF WAY. BE 3000 PSI AT 28 �` ✓ DAYS OR STRONGER. 4" CONC. COMPACTED 5' ALBEMARLE COUNTY 4 SUBGRADE \ GENERAL CONSTRUCTION NOTES M\ , RxV// \ •` l LOT - n.. A IRKLEY T o 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISANG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISANG ROAD, A PERMIT SHALL BE OBTAINED FROM THE WRGINIA DEPARTMENT OF TRANSPORTATION (WOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. i4HERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF Pavement Design THE 2oi8 VDOT PAVEMENT DESIGN GUIDE. RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Park Ridge Drive 4000 0 4000 5 5 19.25 SM-12.5 3 2.25 BM-25 5 2.15 21B 9 0.6 22.90 Arboleda Drive 1000 0 1000 5 5 14.43 SM-9.5 2 2.25 BM-25 3 2.15 21A 8 0.6 15.75 Barkley Court 57 0 57 5 5 4.46 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 Meyers Way 103 0 103 5 5 6.52 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 Humboldt Street 308 0 308 5 5 10.33 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 Attlee Road 469 0 469 5 5 11.79 SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 Leeham Street 350 0 350 5 5 10.77 SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 LeehamCourt 132 0 132 5 5 7.38 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 Hastings Court 133 0 133 5 5 7.41 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 10.85 v, CLASS A - TYPE 1 LOW -MAINTENANCE _ PUBLIC ROAD(54'RIW) a" 21-A sroNE easE PEDESTRIAN PATHWAY DETAIL ;` Gr33 y-I 57 BOOT e L - /Dr, CONCRETE SIDEWALK NO SCALE - \ �' THE PERMIT SHALL GOVERN. NO SCALE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND I \ STANDARDS OF WOT UNLESS OTHERWISE NO7E0. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE • \ APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING DT3,1 °T3 / a OR OTHER CONSTRUCTION TRIP GENERATION CLCULA ATIONS \I ti o �, r - \ M 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. SCALE; i"=1OOI NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' of PLANTING STRIP ° I / r 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 ACHIEWD. R/W C/L R DT3E\ OT / OT I� m TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN TIME OPINION Of cc-s cc-s I II _ / / /\ sF N J THE COUNTY ENGINEER, OR DESIGNEE, lT IS DEEMED NECESSARY IN ORDER TO STABILIZE A PUS 4' CONCRETE 3' CURB & GUTTER FINISHED GRADE CURB & GUTTER 3• 4- CONCRETE (1oTH EDITION) / `n DRAINAGE CHANNEL. / POINT OF SIDEWALK CLEAR ZONE CLEAR ZONE SIDEWALK 3v T 20 SINGLE FAMILY DETACHED UNITS CODE 210 LOT39, / oT, / M > 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM NTH THE NRGINIA MANUAL FOR UNIFORM 7RAFflC II I-2-I SURFACE I-2-1 I- I 3 EXIST. GROIN ( ) EXIST. GROUND 2$ 2Z 2z 2R ioo 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 z3o) 'u ' 6. PLANTING ...••.: 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS STRIP 6' PLANTING OT,° FOR THE CONS7RUCAON INDUSTRY (29 CFR PART 1926). 4' VDOT 21A 4" wor 4" UD-4 4'" UD-4 UND GRAIN* 4, T STRIP 4" VDOT 21A / C) STONE BASE S1A£ UNDERDRAIN BASE SUBBASE STONE STONE BASE \ TOTAL ADT: i,o67 VPD (534 ENTER/ 534 EXIT) '.:.:.:. \1 \ 1 w CNI p� °O EXIST. GROUND , s s e��s£_ BgSE EXIST. GROUND T TOTAL AM PEAK: 70 VPH (17 ENTER/ 53 EXIT) >';:\ �'), \ -� / N BIKELANE(TRAVEL LANE) (TRAVEL LANE) BIKE4LANE 2.5 6 5 1 TOTAL PM PEAK: 87 VPH (55 ENTER/ 3z EXIT) \ 3„ \ID N 0 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT 36'F/C-F/C - {':� s o ARE PROPOSED TO BE STATE MAINTAINED: 61'Via,, ` R/W _ _: : :. \� - o I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. TYPICAL NEICHBORfIOOIJ STREET SECTION (61' R/;Y) ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE PARK )YDOE DRIME (PUBLIC ROAD) LL.I J BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE GS-SSAR RESIDENTIAL & AII.YED USE SUBDIVISION STREET DESIGN SPEED.• 30 AfPff J Q 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 VIAL7 t % L J SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. W II v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE LLI Lt_ 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 RI ON -STREET PARKING R/W O �� WQ O A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART ONE-SIOE ONLY �` � STREET INHERE INDICAlEO DNS T J H1 OF THE FINAL INSPECTION. I I _ PLAN SNEET) vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR I t/!'tE �� 1/r ±'1' EXIST. GROIN I R� C� R� EXIST. GROUND I/a_I' t/a3• 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 / °3 NOT BEING ELIGIBLE FOR STATE MAINTENANCE. EXIST. GROUND �T 2E 2X SURFACE2x 2 3,T EXIST. CROON EXIST. GROUND �EWAIX PLANTING STRP GUTTER TRAVELWAY TRAVELWAY 'CUB PLANING STRP ,yN \ 1 1zs' 25 t' EXIST. GROUND T V PLANTING 2 O 4' VDOT 21A STRIP .C'.:..,_' 6' STRIP NG 4' VDOT 21A \ � o POINT OF I 4 iT 4 2 T STiX4f BASF 7 F CG-2 C STONE BASE 2 54' R/W L R� CURB FINISHED GRADE & G R/W EXIST. GROUND 1 D w�" 1 6 5 DUO EXIST. GROUND A CURB &GUTTER 5 G TYPICAL NEIGIIBORhFOOD STREET SECTION (54 R/W� (TRAVELD LANE) (TRAVEL LANE) TYPICAL PUBLIC STREET SECTION J o 24 F/C-q'C A"0,69,IA DRIVE• JfEYERS )K4Y, BARIYLEY COURT, & ANLEE ROAD (STA. 11t50-14f50) - PUBLIC ROADS CO J � R/W OS--SSAR RASIDA'NTIAL (4 dfIXAD GSA' SOBDIVIS/OW STRA'AT VRSICN SPAW0, 25 LPN Ul II Z 4' T - A UM 61 SIOA' ONLY ;%° 4 2 T TYPICAL NEIGHBORHOOD STREET SECTION (4`9 R/Wr PARNOT TO SCALA' w = w BASE B LEEH9A! STREET (/PUBLIC ROAD) t t l 0 (TRAVEL LANE) (TRAVEL LANE) 2.A, 25' CS-SSAR RESIDENTIAL &" All i'ED USE SUBDICTISION STREET 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) - PRIMATE ROAD 15 AfPlf DESIGN SPEED NOT TO SCALE R I C/L POINT OF /W CG-2 CG-2 R/W CURB FINISHED GRADE CUR 1/4' 1' 1/4"•1' ° Lqp� o0 000„� %W wMP 8NI 00 �qp CC-2 I +`1AVE ° 4'21 T . R/w CURB C/L POINT OF CG-6 R/W BASE _STICINE ff FINISHED GRADE CURB & GUTTER 21A To' 10' BASE 1/4' 1' i Dt, (TRAVEL LANE) 20' F/C-F/C (TRAVEL LANE) 1/4'.•,' 23' PRIVATE ALLEY °dBp 9ro9°°P w ° WH6 �,Po°o w '•..: "''' 4' WOT 21" ► " TYPICAL PRIVATE ALLEY SECTION - 23 ' PRIVATE ALLEY BASE 10' 1o' ANLEE ROAD (STA. 10f00-11f50) -PRIMATE ALLEY 1' 5 (TRAVEL LANE) (TRAVEL LANE) 1' 20' F/C-E/P 15 MPH DESIGN SPEED 25' PRIVATE ALLEY NOT TO SCALE TYPICAL PRIVATE ALLEY SECTION - 95' PRIVATE ALLEY BUAfBOLDT STREET (STA. 13f92-16f 95) f _4STINCS COURT, & LE-PHAAf COURT (STA. 1af00-12f60 & 14f20-157,00) - PRIVATE ALLEYS 15 MPH DESIGN SPEED NOT TO SCALE CG-2 C/L POINT OF R' C CURB FINISHED GRADE G-6& GUTTER 1/4AO i' 1/4.. i, • $ ° o,Rj6:, opoo W o@ii$ Y� �p000 co oo �0000 UPoo� S ET l cc 41IAW BASE TI 1 o' 10' 1' 06 (TRAVEL LANE) (TRAVEL LANE) PARKING 1 38' F/C-F/C 41' PRIVATE ALLEY TYPICAL PRIVATE ALLEY SECTION w/ PARKING - 41 ' PRIVATE ALLEY LEEfI.4Af COURT (STA. 127,,60-14f20) - PRIMATE ALLEY 15 AfPfl DESIGN SPEED NOT TO SCALE Cd CO -6 NCrES: 1, LNG ITEM MAY 9E PRECAS3 OR CAST IH PLACE NOTES' 2 CONCRETE TO BE CLASS A3 IF CAST IN PLACE 1, THIS REM MAY BE PRECAST OR CAST IN PLACE. DWD PSI IF PRECAST. y. CONCRETE TO 9E CLASS A3 IF CAST N PLACE, 3.UBB HAVING A RADIUS OF ADOFEET.OR LESS (ALONG <WO PSI IF PRECAST. FACE OF CURE, WILL BE PAD FOR AS RADIAL CURB, 3. COMBINATION CURB 6 GUTTER HAVING A RADIUS 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 MJCH AS T' (21" DEPT'1 BE PAID FOR AS RADIAL COMBINATION CURB M N ORDER THAT THE BOTTOM OF CURB WILL COINCIDE GUTTER, WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS i0 BE 1FO AS SHOWN NO ADJUSTMENT d. FOR LSE 4YITH STABILIZED OPEN -GRADED N TIE MICE BI) IS 70 ED MADE FOR A DECREASE OR AN INCREASE IN DEPTH, DRAINAGE LAYER, THE BOTTOM °F THE CURB D CUTTER 5qq�� BE CONSTRUCTED RAR4LEL J f" R S. CG-] IS r0 BE USED ON ROADWAYS MEETING THE TO THE SOUPEbF` SVBBAR COUt5E5 AND i0 THE DEPTH °F THE PAVEMENT. I'L AEOUREMENTS FOR GO AS SHOWN IN APPENDIX A OF THE NOT ROAD DESIGN MANJIL. $.ALLOWABLE CRITERIA FOR THE USE OF IS EASED ON ROADWAY CLASSIFICATION 4" R ENDEK AND DESIGN SPEED /C SHOWN IN APPENDIX A AND OF THE VOCr ROAD OEBIGN MANUAL. 6 1 SURFACE g„ SEE NOTE 4 11 s D. o N D o D o 0 B E . o A , d A A n 7 " n D I D D D a _ THE BOTTOM OF THE CURB NOD SUBBASE GUTTER MAY BE CONSTRUCTED PARALLEL r0 THE SLOPE DF 6' 3'-0' SUBBASE COURSES PROVIDED A I• T MINIMUM DEPTH OF E,y s MIAHTNNED. N �' RPONS THIS AREA MAY BE AT TI2 opnTHE CONTRACTOR °H of THE corlrRAsroR SURFACE t9" MIN MAC. BASE \L�.a�'� sueBASE max, .. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED IFFEREN¢ STANDARD 6" CURB EFERENE R C COMBINATION 6" CURB & GUTTEP ,os REa B,ofi sD+ REV. 9TDs SC] VIRGINIA DEPARTMENT OF TRANSPORTATION 2°L01 NIP DEPARTMENT VIRGINIAAN OF iRSPORTION PT O w z Oo .J wCE N < y LL � IIIIIJ n O 4 Q O 0 ® O O AD N r z ULU J E V U W N Y U) O d U) U JOB NO. M° 112066 SCALE o AS SHOWN o SHEET NO. o, rn 10 t t/B REND 8" z a PLACE 5' GALVANIZED IF 'WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ' Lic. No. 035791 09/13/21 cx u�wm� ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID t---tom I M.J. GATE VALVE WATER � � , II LINE I Q I[HJ� W� 2500 P.S.I. Ell CONCRETE '.d a 2'x 2' BEARING AREA. (A M THRUST BLOCK ', a U/ � VS. Z IF �H e HIT Z e a � O u g U) CIE. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. u, 0 ~ Z TYPICAL GATE VALVE � TUTS > W 06 FIG. W-5 Ni Cc 06 Q Of TD 9 EIE� J z I 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN ® RApYE EMYING ASRIAT LAYERS i0 FYSING m99A4E Iltl RRI(E IIIM PA604D /9XKl WC£NG G\E16 P. r� ® dmwm MMAM I% SUCH THICK AgEALT YAPAE c01.� AGE ROTE D HAUNCHING CAST IRON LID WATER MAI RESTRAINED JOINT FITTINGS RUBBER COATED STEEL 3'-0" MIN Na. 68 STONE STEPS CAST IN PLACE _ x R . 11 MRE�. a�gaA�M AS C..l TG °alr ME Flu rlwvmm9 OF darn° ASPHALT GYER9 1 B" METER BOX BEDDING 6" max 4" min PRECAST REINFORCED \ NOTES: FOUNDATION (SHALL BE / /� 1 \I / - BRANCH ON-LINE CONCRETE SECTIONS 12 MIN _ __ _ _ __ _ __ _ _ _ _ F O" RING SEALS 4 16" MAX HAVE A IN MH BE ARITHMETIC BY REQUIRED WHEN 501E (TYPE "B') MINIMUM ELEVATION 12 _ y I x. rlE PAVE,PNf DEed TOR HE DER NT MY PROSED SXrtL T E a+ dam THE DEATHS E 1 TYPES Or rl¢ LAYERS OF EmrBlc PArocM, CONDITIONS ARE UNSTABLE J` ,/ / / ^ 9�M O .. Of THE EM9WE RNS mUPO9m E COOPER SHEEN a RCENT TRAVEL IN LA PATO OFmL ALL PIPE) ,1rj, /- ti DIFFERENCE ACROSS M.H. S" 4'-O" 5+ F C-' FAA 3. A INMY a MARE COSTS dN1 E L W E IACTS o M °F ES EEL APAr 1}UV6 LANE TO LETEPIRE ME ME MO TN#E99 6 D]41xG / \ / PHVEMM ENTERS. LA HAMS £BALL T SPARED x0 MEP }SUM BAD FEEL MMr. I FROM INLET TO OUTLET i. THE IOIALF]IT 1RµF1 LANE S,WL S ,.LLEO A MEAN DEPTH OF 1 MTOSEO EAVYQIi RIDwp AIEAZ CWyENGgRIa4 MITI M A59VLi 9lSICE S M WARREN TIRESEE. D. WARTS. 0Y QR 'L - 11 SHALL BE 0.20 FEET. ,r - 5. � ERE""FL RENT I THE IRllIG DEPTH OF THE m31x° EAwv,r TO a ADJUSTED TO ,PUCK M ACCEPTABLE PAwF"r CRON-SM1E R' VARIES 4 nK SURRI MAxME r�A. VARIES THREADED COUPLING CONCRETE 2" & EMFRNO FRANCHISE WARURG= NO MURDER MTIN THE PROJECT LAWS SHELL BE IESrO1ED HEARSr TO THE APPEALS. Or ME BRUNE II. DEPTH OF FLOW 4 . BRASS NIPPLE AND PVC FILLETS PVC SLEEVE CHANNEL TO BE CAP 3/4 DIAMETER OF r. ExAL mwsv �PR�mI�rESHALLr.AriDn IF�a �Raa� uE� a�ssc� �vxm�m ���Tirm�Tg�K�r mgrmw �,pxrs 6" EXTENSION j LUBRICATE ALL THREADS CONTRIBUTING -- ='" �-- �Easgrive. T NOTE , .. 'p SEWER-" 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RCFI' OF -WAY SHALL BE H ` THRUST BLOCK TT BACKFILLED ENTIRELY WITH NO. 21A STONE. 6" METER BOX (SEE FIG. W-7) A FILLETED INVERT FOR A SM00 T ''•e NOTE: 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED PIPE SLOT VALVE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 66 (2 PLACES) NO. 57 STONE INLET &OUTLET PIPE SHALL BE NTH pLES STAINS STEEL ALL CONNECTIONS TO ASPHALT PAVEMENT WIDENING ESPESCCPPEKGMN STONE SHALL BE PROVIDED" PROVIDED. MIN. 6" BEDDING EXISTING MANHOLES SHA FOR WIDENING SUBJECT To TRAFFIC 3e5 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" M.J, FITTING ]Q3.A2 NMDSUA aP.MTLEWr a MV9YAITATRXI 3N BEDDANG OF N0. 68 STONE 2" PIPE SLOPED NOTE W/ N0. 68 STONE W BE CORED AND A FLEXIBL TO DRAIN IF CONNECTION "BOOT " _ = GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE INSTALLED VARIES VARIES 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 0 NOTES: 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. EXTENDED OR NON -EXTENDED BASES. •WATER MAIN AND VALVE 2" THREADED TAP 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL SEWER PIPE ARE SAME SIZE PLUG INSIDE AND OUT. TYPICAL MANHOLE PLAN INSTALLATION IN TRENCH DEAD END TYPICAL MANHOLE SECTION TYPICAL METER BOXES (TYPE "A") SHOWING BRANCH TIE - IN NITS (5/8"-1" METERS) SHOWING BRANCH TIE-IN FIG. S-3 TYPICAL BLOW -OFF ASSEMBLY N,T,S NTs NTs FIG. W-7 FIG. S-I-A FIG- S-I-B TD-34 NTS TD-13 FIG. W-B 1U-25 TD-19 TD-27 W-z cD-I _ m-M w-rz u.Is OF PAY FAR THEM cur OYPpAL, C L F PAVEMENT WTLEi FIFE q,l DUTOUTLETRK TO : SUBBASE SE PER 4r LYl RIDE fpgVEMEN} aWH WITH 65' WBCRIOE rP.. i0E OF FLL IABtlE DITCH LINE ELmW FLL CdIBNATKN IROffdMME BGROLE DR IiYpCAL, N ngLpEI LEE F L CMOMMI 9WLL WE a"TEHEO VIER MB M GOTTEN 20iFNlY£ WNMC r/91 �AT � u FATE CH PAKufxr DR056DRNN CO-1 AT LOWER END OF CUTS ` °" - °"� awxv amExlLL MAxAx Tax -a• CROSSDRNN CO-2 ON FILLS TT�9m mRvu LNES CENTER LINE SECTION TRAVEL LANNI !�q / I.T LO"tl6"°' 0� A 0 , CENTER LINE SECTION - I rv""TYRE ISELE xArERln, (__-rC IMrx TYPE 19RECL 4AlFRM.1 -II L'A T T • • • T' silA® OUTPUT Ci PAYE4EXi F`OUTPUT RATEFMI;sF,W TRENCH PLACEMENT mcE or PAYMENT PAY EAIIE FOR SLBaIa - ald"Ad LIHE TERM FPE i0 CARE LET PLACEMENT Emw M1H ss• xf NOT' ISr a� DATE. M POE YRLS.I� •OE OF RL _� PAVdEM WE E i BIS ELBOW x.-0, -p- 1iD SFSLF WINS 1 • r PAvdEET EMERGE i BASE ra 6 FILL CRASS MFTNO Re 51 AGATE ON . n • RR / a SIBBASf (�O{ EW.R YMVSIX- IT. CI,.W.TgN ISOME,EXi. /WIE4IAE M W9ED SUBBASE LIMITS OF PAY FOR a e e a �gLECr MgiExK TYPE IOHw ,P / rYEIOALI IFhT or PME9 ENORMOUS WgSS IERETHE AS 0 o IMlll£1 PIPE v pMATCH SIMMONS., b. q. . rYLEtt unrERlAL rreEEam PLAN VIEW SHOWING PLACEMENT OF p..§4." aNsr MGSC rE. FO MgEGrF OR cflusHEO �'� PAVED SHOULDER SECTION CURB AND GUTTER SECTION .0.4 [�-�- CD-2 CROSSDRNN - GUAM MEETING e0 MONARCH IMPROVEMENTS. N97 AN EGTE NO ANSI CR CRUSHED PLAN VIEW DUMB MEETINGPB (REDEMPTION,EWNENENTS. Y- " DISGRUNTLE EaOC NON -PERFORATED OUTLET PIPE (PLACEMENT OF CD-1 CROSSDRAIN) `K OR OR AVEMEHr wRFICE i EASE SIR9ASE M ¢MEAT So ISM BLAMED --wIE"SIT. FUNdr B� EO wE0/SE ICEMdr CR LIME TYPE ALE WARFARE TMLIIEGI ERx51114 LL STREICTH TYPE Cf PIiE N W.T. NW. pIMETER NR,T. B-MOIL gµEid 90JT1 MALL PVC .tl3 0.1]3 SYATx W4L PE M P9 NNN0 MLS OF PEA. LIMIRS °F Pm. MCI RWIEOR ACa55 NWTE 91 WE OF UKAVFO SPACEBEGE-mAVEPSMLE : UKAVm SPACE J -I (4) 7" (25mm) CIA HOLES ON 32 3 4' (834mm) DAN BOLT CI CU. 2' (51 mm) I'ENrrR"MCEJi x: -D 0 (RECESSED FLUSH 1. LMIIs °F PEG. LIYII$ OF P0. E55 RWIE® 1KN-rMVEMaE' ACCESS RWIE® /\ [26mm] / r PN I A,p (2> CLOSED %� PIgCHOIES PEDESTRIAN ACCESS ROUTE DETAIL WITH 4 WITHOUT UNPAVED SPACE 5 IpGITaES. RUIr-CE-*Ar Is REQRI�J�Rm F rK wrs RT"PROPIf MONTERIEP I OF WAYSEYIXO L�:�J EXIISTING PEDESTRIAN ` [3Bm ®umBSTRIAL 99 ROUTES B.P CONFETTI ISTANT " 2 WCTE FIRM ANDPROVIDE PpiX Cp1HFCTINGr 41 'ACCESSIBLE ELEMENTS or4b4.4•P'" ♦ p", o4e4 o:o FMIUTY INAi Gµ g AwNOICXU. EMTEISO MO USED BY MORELS ACCESS ROUTE IS MJMdI O 70 SM( CF GLPBS RREARN WIDTH SHOULD BE S. SECTION F-F � 1 � 0 0 o ? S FL 3 m z TO Q LETfER)S m] J E CIO CYI ® � N � M [ "� J I --I O WN 66 O� N .■. �1 ■1�1 Q Q O Lu J J J � LL Q Lu ~ I O I� LL, Q H� 06 Q w _ (%1 N wNL 1xCxEES3 II - NICHES a. e.a. e e UP TO ELB]'i V r° C -ftF ELpN PEDES lµ ACCESS ILOU ES E BpNG 2- OF DO -g1E'I xArdlu IYPEE oR sLecflpce "`'- PPF G PFsopArm s• FLmr PPf 5 opprf° aRpvlrco,A uwuu A' 1RAvfRSA� f wl°rX H (a III W (2) CORED • • • " Q1EM Pi uM srlBwzdl „„k reSlm ARO"AxG Io MIx D-x+lz Ar Sx aiaclpx. CRY A➢GREwrE. W. KOEWrE CO aWa60 WxxfcrEM Is RFaRFO xrx A uM. zx Gposs SLOPE. - Ip pI BrIpS 1 , ' •o " OFOTENTLF ALMS IEETND p0 GRMAlIm11EOWE,ENTS �4,�:AI 0 1 1 F DTEX F*57 11LAss MEETINGS M IL4SCGTE m cRusxTO DRANME - GENERAL NOTES xe cRMAncx gpapdfxrs. FMRtlTd°�ao"°" rd„lE'w°,�Wi•,P T 7 1/B' (29mm) ERA �55 1 f3mPL Tr'E LUNLESSOCATE SMOTHS PV IWHEN NTH SUBSTRATE WAN NOT RE •Y.B C ! JN GENERAL NOTES ' LOGreO MOTHS PONTr wxd ROIn sIDBAg AND aAORAa ME srAeuzfO. WHEN OR o I- mE CLE. „ O I.T. R. T z. Tgxcry SPELL BE FILLED WITH r LMUWGATE AND Txw Y HAND IMPEY TO "°" ET RAW IFp P/"'1B°Llc SiAM°PRRTS rU0 aNESTURio ro"xArtl1 LME y 1• INSURE cdPACTIE55.LED MIX NSgcLTE AND IIIMIcxLY xxL IMPd TO INSURE cWPAC ERE WKr PK 1vRC.'L1 spdS.N NCW rM1E WIB CGipIPAneR 4b"•4.4"'• 1 7/2' O jg AWxeCx SLIDLLI 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THIS TRAVEL LANE PERMANENT AND NON -PERFORATED OUTLET PIPE 3. Wnd ARE SHALL BEGIN AT THE EDGE OF THIS TRAVEL LAW PAYEMdr Mp CS' DSOW a4"ec.8 27 1 2' DIA Tq p. w cw0 Mo currfR sfml°xs, WHERE n Is Mr°ssB1E rD °rEFnwxF m°vEE FEW COMMIT n --- K [899mm] L••Bmm] /1 PAVEMENT SXKL BE RILED ON A CRUDE PMS.LEL 1° TIE SHOULDER AIXE xf IM.13 S """ECI"M NORMS. GOT}EN ® ® LL sLAU BE PLACED °N A GREY PARALLEL 10 TK sxaARS CREPE 2 M LEI. I.II pfsRMLE, DR.. 15• WYF A :: SECTION E-E 7' pdRABLEL SRAa. COMEcm w I�������_�"����_�� 26 1 1M T] epaE .. - - smOME PAY n: .:. Wox TQ tas CHMGf 1 *�sa I [667mm] [778mm] x 3. °N CWS µ0 GUTTER SECIIpN&WLEIC Il 61MPoSSIBLE TO OrHERMY %iOVla WTLEIB TARO GUTTER SECTIONS. ME TD BE LCCATd w µ TH DRAB NTO DROP p • ].� 26' DR 1 7/2- m- OUTLET CROBSME"B, TREY ME TO x LOCATED BD M LD di ME IXDO DENE INLETS °fl „µREVERE, ru' W. i0 "q4A 8 4 " Iv Fg4q =- ELMS M IXE.S.1 LML. ( F I- W - NLii`s oR`wwxam. E.x Mln AID [6Ti0mm] L38mm] �./ / s'_D• LLAADcSEa TE Ops, NEED FLU rvRF E ' °w" N wrgLn VP"R'ED MEBOW S. TRENCH Is TO OE drcR ENr: PAVEEV,r AREA GRECTUR .1 11 UGSI s. w wPElsavAlm sscners rpcxcx a TO a uroER Exnls PMErcm AREA S. PH]M 6" AccR.691 TYrt x SEE xlq • i. 1 4' 6mm DIA 3 1 B" 1 sIg NO. zle Is• wR DEmM o Sla aLr. X CUTLET APE W Low skE Axfv. d-P i S,.Q„ / C ) / J B. INVERT ELEVArpN AT W}LEi d0 Cf WREi PK 10 a A W WY OF 1'-0- MOVE IT1MAL' .SLOPE Imp "• ® PONT OF dICE CXMZ a� C'.' "'. 24 DIA NEOPRENE GASKET [79mm] 5, IT ELEVATION AT OUTLET 1. Or OUTLET WE TO a A MNI.x a 1'-°" MOVE INVERT ELEVArpN CF F£CEIVI1p pPM11K pIICN m SMRIMTURE. CBDEIIIm J INVmT ELEVATION Cf pECCOUPS DRAWEE Nld OR STRUCTURE. 'PAR CYIB MO CYrrd ONLv NE S! . e' . e ,'e' O ] OUTLET PPE ' F. XL LONEECIIWE IELBDWS. WYES. ETC.E WIMIN PAY IIYi3 fdi DOILEi ROPE AS i0 R Ai NIWY ID IXl RV PLACEMENT OF CD-2 GROSSMAN AT e. BE F THE ELBOWS. BYES. ETC WITHIN PAY EMOS FAR OUTLET Art SUE TO k xNE Txcpass ISM � xdm roR sawA EVwa MD currd : a x YAYMuu xdEAg x aqE M E ALs 1_I 1 BBER THEE STYE CRUSHED STRENGTH M THE OUTLET PIE. W ANF 28 7/1B" OR � S/B' BRIDGE APPROACH SLABS °E °f I SAME BE CRUSHING SECURELY AS R'I OUTLET PP. 0. OUTLET PARE TO ME SECURELY CONNECTED TO EMRON OTHER DRWAGE SILT CgILURREx1LY 4e. b4o4n:" NFFREME ITXIIC}LRF. „ME kkk iE3lE0 ICCmtlHG TO A4rY D-x61x 4i 5%OEFIFCnON. " R£iESC10E SEGTON C-C 0 % NpM"UN pffRfASE N 4(Pf Fm FIRSM IMUM INTENT% µID 58 DR r. OUTLET PIPE i0 SE BELUMLY CONNECTED TO EW-IZCN OTHER ORA V -_' i P x 3 S'VS I° [722mm]� [i8mm] I- N-x pEwEME FOR TpaED•Ec w ID' INTEflvas SECTION D-D fl•1 [584mm] � = I ME.E W V BRINE ETµDMOs xu 3B' DYn SON (AT GRADE SAGS FIND BRIDGE APPROACHES) gY®QE GALE SLEET 1 0' 1 SEIF�1 IDEE SrµDE S �T AT LOWER END OF CUTS) RE`E»lar`F ,tlM MO Rp aYw°'PDS STANDARD PAVEMENT EDGEDRAIN 9£6o"i1p1 SPF"Id'rIQE STANDARD ENTRANCE GUTTER RDM `aa�s IS. .B '� [9t4mm] [s3smMrn7 w ❑OT LOOT SPECIfIGTKH pEFERENC STANDARD CROSSDRAIN RO p Ap ANDARD CROSSDRAIN pGE 3T 2M 2u O-D- OF GASKET GROOVE Rd13°N 0 lE ( 511ECi 1 CF 1 ISpx DPrf �I SCRATCH DATE SHEET 1 OF 1 - N O i01 VIRq"A CEPMTMENr a rRµSPOR}ATON Or B alnR vlRGxw OEPMrufxr GF TRIIxPOmATION ]01 OwCB VNPIA DEPARTMENT CF TRN@aiT CLAY '03 FRAME SECTION (_(- vwwA aPMrKxT a rRMSPORTAnon AA/u 20.1 D: SECTION AeC6 CC-Q NOTE .YDDRRAUL"c"RMEXTL WALKPSaLOKOIN N`Fb if"gE FOLLOWED: COURT rMGSI RO-11 O ACSA GENERAL WATER &SEWER CONDITIONS (JUNE 27, 2019)1. GE E "ABL ROAR ED aG-2 (MOTOR RE x uxElk TEEN, GENERAL NOTES: aIECIABLE wMMlc wWE IAAFA a 4OPAE rxpM THE DETEmaE WANING SHALL BE PROVIDED BY INWLATES COES. EMH OF TIE MOLL ITEMS IT A SEPARATE PAY ITER µ0 BIMLLD 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA L T B WMYMIIp FOR.Mx LWB Lp RDA. A- vS1 EFT MROa SAF R CeD GENERAL NOTES i DETECTABLE WMNNO BIPME3. FIR PRODUCTS AN LKEm SHALL MEET F SIDE IF1. EACH TARE SCWREMEMS OF ME SPECIAL PROVISION FOR CC-12 DEIEG7A LE FOR RN1P ALE NVI WMEI6 r0 REM I f DI L• tl 4NLIE RO/M"Y RE NmE 01 , „qXm, �„511ST FOR SMSCd Ca11ECrp FREE wANExc suMME MD sxALL SF sLM.rreO D Rg sTMDM+Ds AND M�m _ __ OFFICIALS AT THE START OF THE WORK. ox FOR MMDYAL. _ +_ WMIGTHER MS Dm EO N K dD g[EVAL aR5 OF cope RARE xlr g PULSED I _ _ _ _ _ _ IR/OUs TO SC M Aa1r0 . MD TIE APPLICABLE IEOM.TO 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES SOWN W P MI D CE pm OM aaCH NA N.IM MqR Etl T A WOd A BY USING PERIMMU CONSTRUCTION ,KARTNRUTH RFQOflEO BAK. / q$Tµa FIFO ARNE SA CMr WILES YU91 g RMVCED FOR DOWEL BARS 50 A 'M °IRrd ` NTH. MOREOVER FIL BEES CM BE PLAY x PEACE AFTER RLMEMENT OF 41:1 MM / CPe NOlE rM 2 MIEN THE ENTRANCE RADII CANNOT MCOYWATE THE FOR THE PURPOSE OF IMAGERY COLLECTION. TYPE A --- o- T.tNNO THE DEFER 3 a MRAUK m CURB G IRO PRECMi RAP FLOUR. PRECAST CONCRETE SMALL BE ELMS q r. -1� TURFFR THE DEPTH FOR SANTEE L REA RAPS 5. IEQU. BARS ARE m SC MR 5 Y S" PL.LLEO I CENTER r0 CENTER AMB CCEY.YI[ SEEN tHE YIIrS L£ iK RMISIMKLp BE PERPENDICULAR TH EARED TIN r'. OUCH 9C6 OF TMISR PMP fLW NO DEPTH OF fl"W fLIXh2 MNMLM IBFE COTE 9 R WTO1AL 8" [ e• CONCRETE N M I 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. & MM I LRE Mp SWIFTLY SLOPE TRANSITIONS D �T TO PB RANKS Nx-,B ,R, aw BffB LA)p(2 y ___ ___ PE°° "I & MEN DST R LdARLTDN Ml" MM° LG-3 ASE INAULFD M PAYNm FOR WAR / CURB MO GUTTER AR7v, 'ry• CR Cp-r TE CIRRI FACE d rM13 SrAMMO 9 TO THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 7. CAR ROMPS ME TO EVE LOCATED M SHOWN ON THE PLANS OR AN DIRECTED '�''�A T r„I MM s STRUT MD° M°"'"T" Y Td TP YgRrMEGRR 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. ANACRES ME ACREENGINEER. THESAAFTE MEE r °KNOPROVIDEDT "r`a INTERSECTIONS WAY FwI`wT `R -" �- � D F'�Dd'B' F o DR M wL E DDW"r L AN RUTH MAS`sTMo°wD° M "P ° a ° R MERCER A CAB REGARDLESS OF WHETHER SIDEWALK I5H SMMI Q1 TTEMJL em1M J OR NONEXISTENT. THEY MUST E LOCATED WITHIN MAESTRI 91p°LAD" °`PHIS A S. aPRWX nOMl1E wr IEQU/E WAE"G OF A 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. AS SEDAN W ELMS W M ERECTED BY THE ENG"EEp MD TYPE B PCNII]N CARTER O E LLCE °O'UKT BAYOU WEE, LOCATES SEEMS VEHICLE STOP LINES.EXISTING LIGHT PUTS. FEE PLAN VIEW CRMTS DRCV IM ETC. MCESSBLE RESISTANT PATH O A WMaL PARALLEL d®srnunED STABLE rMt xD CUP REs mrxr PArx CONNECTING ALL ENTRNJCE NOTES 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). �asnTTBY E ELF E,SREMSAEMLTY .",. LM BE RAMHm ENTERED I,, rB,zY,cR *I' I' r',I' MNI,Em gRAr gpE R EVAM ME TO MG MI„ W WIRY TM ff A OW R. RAP31Mr a PLMB W SRI OR TANGENTIAL RECTI ENT PROV OED THAT �!. WRIN'P•.b• YpY D•PAMBLY< dRK WERE 3 REG.MD TO PROVIDE PoA CHAINS A-WISS 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL THE WRO MEM. B PLACED MAIN THE EMITS OF THE CROSSA4H Mp =E'"' .. 1z:I M0X s u Far OF TUGHT q! RS MARCMVPD .1R.IWLM 1° TK LIMB. 5 Yw Y �- SET/ °PnONA FLOW IRE SLLVE CN:VSE' ® --D ).'"R""CTWOR PEMFPi SIIORME STpM. THAT i1E SLOT AT 11E GOENCII°N OF THE CURB OPENING S _ _ _ FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES ETC. _ _ _ _ _ _ FOR W PRVERExT MMI CM BE C TYPICAL DATE SHE spEWKK x +" CHICK. WKx THE ATED HEAVY RWI.NOI MMCK xgwAY ,�.AQ� ACCOMMODATE 11E TURNING pEDupd5xr5 OF MIILPATED XEAvv T. IS WK. ""- N 1K dMWa'1 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. TKAFC ROTOR 70 TIMOTHY CC-13 CWWKI& ENTRANCE (HEAVY +'WE AT X,I. „DER,„A„ goPE CHUNOE m -`- D 3 wil aae °" mR rp IMN ANT COvd INUM 1RAFFC) FOR CONCRETE OPTU EDGE OF PAVEMENT D SHML HOT PE LOBT11 ED BEYOND THE FEW LIE M. MEN SAS. RAPS ME USED x G.NIUNCnON WITX A SXMD AS PATH. AT XM , SAME M TM °F CEEB eI T OR BR ARDINO R#JYS- 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. THE MN WM WHI METAL. a 4,E WIDTH OF THE GLASS PEE PATH, m'AN A , B, THE pFSRaE AND, 4Av.M FNTRµa ONMF MIMp 8 X. wxd ONLY ONE WAR RED Is PROVIDED FOR TWO 605TRD3 mIMA"xL TYPE C T W, cOMERO/L fMRMCF P MC LISTS➢ x TIE KCAWAUL1 EM"MIGE WMC 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. A"A A'LAM xc AREA TOTAL BE I G°INTO TO 4FTEUKR """ EA 4- PARALLEL 4 PERPENDICULAR aECT EVE a es Ma "o* wv wwc TO s Ru xr0 TIE CA WAY IN LUWITHOUTM GOING xr0 THE TGVRwgv. THIS C'. LMOD MG WY CREW ME NTLTEp T A ® WIDTMCr GpIfE OMDBS MM A P.M/LXY CAM. Ml. ILL GAYS wWC GAC RAPS MIdSEGi A RADIAL XCRN Or A 20- C LPYxATD WIPE 11. 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 WRO AT `HTEASE S DR HOW FACTOR ON9111E RBFIELDSECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES WMM'G SM RECOMMENDED SXML RAVE A FELONY RMIV3 0R U FIELD ,L,y e O O O OC -PAR AT M RfCES OR BY THE MMCONNECTIONS TIONS ME DETECTABLE WTd SAFE DRINKING WATER ACT). BdaWRR AAAAAA -TAR - o0000 0 ISM-- LMDuc RAP o 0 0 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY V _ 0 0 0 o n/B4 M // % •:.'M w N x1G MLOWAII fNTNMICE . r/4E OR BUT o0000000000 ;; COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION � a D D D D D D D D AA - _ oo AAAD AAAO AA "LCArLir"x'IF N�N. L. Y�I ,L:` _- Amlcral ra srgET WE.ECTda SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. .°N:.OF""R""` � YMMI�Lp�r o Di WRe HIRE HART13. 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 DETECTABLE WARNING TRUNCATED DOME " SECTION C-C INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. DETAIL XVAT �a1L"110X METHOD OF TREATMENT - ATERNEETATTER V COMPRESSION N 3/4• HALE ROLE M"G A APmpvm MAL V COMPRESSION N 3/4• HALE ROLE M"G A APmpvm MAL SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE p AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS ,• raE'x' INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE SCOT cOPPFn LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE FOR USE ON ATTACHED S ARE FAMILY TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED RESIDdmL SdNCES OR DUAL RmDENMAL AND PROPORTION S AR ES. TO THE MANHOLE. 111•xl' LEE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. Qj 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% ND,O (1/4" PER FOOT ) �Q HD SyEA1Ep EITIMGS x' 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". DUAL SERVICE 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 1' cop IN N 3/+• WINE PPE cpupuxc OF 3 FEET. OR APPROVED MI BR ER SALT EC BRIEF COVERS TREATED FINISHED GROUND 2 x 4 MARKER Qo FORUSE ON DETACHED SINGLE PARTLY REa°gTAL ESTATE MERE AN IMIGr1ON RETUR IS NOT PROVIDED. SINGLE SERVICE 1) SADDLES M. RE USED ON Pvc PIPE. - TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) TUTS FIG. W-6A PLUG END OF - MAIN LINE-� 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 N SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION IMIMN 4 1 INITIAL BACKFILL 4 MI T UNSTABLE B" B" B" '.z 1-1 SOIL ON MIN. MIN MIN. \ -GRANULAR FILL AS - /j68 STONE APPROVED BY ACSA c;_1' ST L'I 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 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ASTM A36 AND HU NUT ASTM A5B8 (TYPE) UNDISTURBED DI 1IN015TURBED 2 - 3/4• "ASOIL (TIP) ALL -THREAD W.f MAN VALVE -/ 24"MIN UNDISTURBED MIN UNDISTURBED E ELM -CUSS A-3 CONCRETE Fj EYATIGN SECION NOTE: 1. ALL RODS AND FASTENERS SHALL BE MEN TWO COATS OF ASPHALTIC PAW AFTER ASSEMBLY. 2. CONTRACTOR SMALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH MOTH IS URI DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCOROINOLV. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. USE 2500 P.S.I. CONCRETE, NO CONCRETE SHALL BE FIGURED ON ANY PART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. MS CONCRETE THRUST BLOCKS R9. W-3c WITS Fig. W-3 ro-E SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OOFEIID (FEE CU.YD. (FEE CU.YD. 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 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2,33 2.58 2.86 0.24 11 1/4 1,83 2.33 1 2.84 1 0.18 IF • 1 - i • • r qQ : • 9 • //6A`,bnaY�y ?= I\�y!a���/%t L 3\y��II1�.: (J�j�1jj'��a�'G• 2500 P.S.I. CONCRETE BASE ANO THRUST ':" fl �'I 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) ADJACENT TUVO LANE ASPIAT PAanExr WaxR VARIES VALVE BOX ITS= 4" DIAMETER BRANCH STREET SURFACE OR AISOTHERMS IN FEin, REMAINING BACKFILL SHALL COVER UFI NOTCH AND VALVE NON -PAVED AREA NOT CONTAIN ROCK MATERIAL cARAINARD ,plxi L�rxo WERE uYva FmPrrAP,n A�xALT LAYE,s 35"MIN LARGER THAN 5" IN ANY 14 1/2" 12 3/8" M.J. PLUG SLOPED AREA - t y . DIMENSION ' _________________ 12 1/2" �1N0 T „� �,� 24 MI VARIES '-0" MAX INTIAL BACKFILL* ___________________________ 7UNE N 1 CONSTRUCTED wRIwME EMB(6" LIFTS) 'y., r.; 2'-0" * THOROUGHLY COMPACTED CONSTRUCTION JOINT DETAIL SPRINBY HAND OR APPROVED OF MECHANICAL TAMPER ENIR.W.£ V0.aE CR gdMICE R9A9E MMYY Nd WJIE rNM ISM Vm A3 3R IEalu scA-m vD s9s Sx PAW IA33 T1M B00 VID S8S BS VJ J 1wr' JI.NL I..L Q O O0�/ O LL N z J V W w JOB NO. 112066 SCALE 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 RO/p MD xtlWF STMDMpS CG-12 DETECTABLE WARNING SURFACE "PENLF REpvExE CONNECTION FOR STREET INTERSECTIONS TD-32 N/A WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. deET,°" PEKNd °ATE (GENERAL NOTES) tl5 W2 SCY d ores vAR4xu DEPARTMENT OF THUNDERSTORM502 AND COMIIERCIALr KENTRANCES SHEET NO. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. lOA PROPOSI N PVI STA: yo+y7.5o PVI ELEV: 662.19 K: 3.33 LVC: io.00 r,-7r LOW PT. STA: 1o+1g.17 PVI STA: 12+50.00 PVI ELEV: 664.52 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. PVI STA: 14+50.00 PVI ELEV: 661.69 K: 32.89 LVC:195.00 LOW PT. STA: 13+98.92 1 C)W PT FI FV. 66� v. PVI STA:16+oo.00 PVI ELEV: 668.47 K: ig.86 LVC: 5o.00 HIGH PT. STA:16+25.00 HIGH PT FI FV. AAR 07 GRAPHIC\ SCALE 15 30 SV 60 W PROPOSED 8" CL. 52 DI WATERLINE � 5,4C - - .., << -\ N FEET (I W S4 �rVl ,,.'. , ,. '« 1 inch = 30 ft .. PROPOSE IRE HY RANT D F D . PROPOSED AIR- RELEASE VALVE . " , W W O , . ASSEMBLY w/8"x6" TEE-__ SW- w- w.. w " 10 6' zz+oo 5zz+5o .. 4A 23+00 23+50 2 w 9 Lrl _ 4+00 w Lu a�J� p_ �4+5o�` w w O �� _08 6,0 -+ - 25+00 w w- _ w- 530 O O -= 5+$0 w w o) 54 a r+ ^ TIE-IN TO EXISTING z6+oo w 8" DI WATERLINE O I EL W W W W W . W -w w . W. W z674_ a 74 W . .W.W.W \ .WWW. . . W WW \ \4672 - - - - W � .. . .-WWWWWwW� W WiW W \W Ww Wir\` F.�r LUVV r I CLC V: 002.23 n: 41.47 - - a m o a LVC: oo.00 ° o °1 '°i o m o m N ko ID Ln N N D HIGH PT. STA: HIGH PT ELEV: 12+41.47 664.22 ri + m v1 r; Ln + 00 INTERSECTION OF MEYERS O 0 D N w a Ln N L i °H w DRIVE (STA.'. .. 670 V ~ V l%1 O O O 00 Ln> U m U Ln> U m Ln � U > w [w/ARBOLEDA 670 m U w EXISTING GRADE (TYP.) 0 to $ > > w > w Ni w w INTERSECTION OF MEYERS WAY (STA. 15+37) 2.00 INTERSECTION OF MEYERS WAY (STA.1o+oo) u > .Mi u w w/ HASTINGS COURTS (STA. 10+00) w/ ANLEE ROAD (STA.14+72) > °0 > 0% PROPOSED GRADE (TYP.) y.5ti 665 - 665 VDOT STD. CD-1 - 141°r6 IL PROPOSED 8"x6" TEE w/ (2) - 8" G.V. & (1) - 6" G.V. 3 5' IN. PROPOSED AIR -RELEASE VALVE 660 -2.°°° VDOT STD. CD-2 660 1.4 PROPOSED FIRE HYDRANT \ :D 6"x6"TEE ASSEMBLY w/ 6"x6" TEE 1�1 / (3) - 6" G.V. PROPOSED 6" CL. 52 DI WATERLINE 655 4:s' 72A 65 7oA PROPOSED STORM 41 655 PROPOSED STORM SEWER CROSSING SEWER CROSSING PROPOSED STORM SEWER CROSSING I75 PROPOSED 6" CL. 52 DI WATERLINE 65o 7oE 650 PROPOSEDSTORM PROPOSED STORM SEWER CROSSING SEWER CROSSING EXISTING SANITARY 645 SEWER CROSSING 645 O .t M Vl N N Vl N O O N O L/1 N M O N O) N ei M W rq O) 'i .t O n d ^ 'i O 0) M ei N .t rq d M ^ ct d ,y lD t0 N lD lD M lD l0 ,n tD l0 ltl l0 o S t0 S t0 M M tD N S LD M L 111 W ltl ^ l0 W 00 l0 D l0 w w 0 D 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 MEYERS WAY PROFILE PVI STA:11+55.00 (DESIGN SPEED=25 MPH) PVI ELEV:669.74 K: 37.30 LVC: 240.00 PVI STA:1o+17.S5 PVI STA:11+50.00 LOW PT. STA: 11+70.01 PVI ELEV 665 20 PVI ELEV: 668.24 LOW PT ELEV: 671.64 K: 2.50 K: 110.33 LVC: 1o.00 LVC: 30.00 LOW PT. STA:10+17.55 HIGH PT. STA: 11+65.00 LOW PT ELEV: 665.34 HIGH PT ELEV: 668.44 Ln M Ln M O 00 O It ri tD N tD kD +1 l0 l0 tD o tD otD PVI STA: 10+77.55 w .~i ui 1n U Inv PVI ELEV: 666.49 U >m 675 �w K:110.33 u m w m w 675 m w LVC:30.00 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) NO ROAD - STA. 11+93 670 0 o 670 w INTERSECTION OF U U v U 2 po0/ HASTINGS COURTS (STA.1o+oo) > 0° > w/ MEYERS WAY (STA.15+37) 665 2 p00A -vw 665 Sl El PROPOSED GRADE (TYP.) %XISTIL 660 F\\\\\ 4 GRADE (TYP.) 66o EXISTINC 45 d PROPOSED STORM 655 SEWER CROSSING 655 o I 0o rn r` °o O N 00 Ln 0)Ln .+ ^ v1 00 w 10+00 10+50 11+00 11+50 12+00 HASTINGS COURT PROFILE (DESIGN SPEED=25 MPH) °0 0 ++ D o w U U > > m m 685 15+50 16+oo O N +w N ui U W Lu 16+5o 17+00 WAY (STA.16+55) -2+54) PVI STA: 25+00.00 PVI ELEV: 672.:t5 K:4 3.47 N w o PVI STA: 22+00.00 LVC: oo.00 D + ^ PVI ELEV: 666.37 HIGH PT. STA: 24+86.70 N K:3 91 HIGH PTELEV: 671.22 w Luj Lvc:o°.00 ° °U It 68o 2 Lu ,,,0 _ LO LOW PT ELEV: 667.59 ++ Lo 00 + � 00 It N Lu U N w U -= Ln. H O m 1n O o 0) LL1 � w 0 ° 00 � V m m TIE-IN TO EXISTING PARK U RIDGE w W N ui I N ui DRIVEPAVEMENT-STA.25+8o 6 75 m -z U w EXISTING m - J w ROAD = U PROPOSED AIR -RELEASE VALVE GRADE 670 1. PROPOSED FIRE HYDRANT ASSEMBLYw/8"x6"TEE 3-5' MIN. VDOT STD. CD-2 6 TIE-IN TO EXISTING 1.2' PROPOSED FIRE HYDRANT PROPOSED 12" CL. 52 DI WATERLINE 12" DI WATERLINE ASSEMBLY w/ 8"x6" TEE:j OPOSED 8"x8" TEE 54A PROPOSED STORM EXISTING 12" DI WATERLINE 660 (3) - 8" G.V. SEWER CROSSING 00 '} p W? p LD M Ln N 0) y lD a1 O lnD O n a^, O tD ^ ^ODl 3n D) n w+ DN o NtD WtD 00M wtD O 1O Or1 w iO ON n O n ^O w tD w ww w tD t° 0 tD ^ tD tD 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo PARK RIDGE DRIVE PROFILE (DESIGN SPEED=30 MPH) VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 20 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 PVI STA: 13+75.00 o N o LD PVI ELEV: 675-93 o 06 o m K:62.37 O1 w + w LVC:loo.00 H u '^i Lu HIGH PT. STA:14+25.00 6i U vi U HIGH PT ELEV: 676.54 m m w ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 11. PVI STA: 20+00.00 PVI ELEV: 672.66 K:13.8.83 LVC:125.00 HIGH PT. STA: 1g+37.50 HIGH PT ELEV: 674.47 o LNn o Lin INTERSECTION OF PARK RIDGE DRIVE (STA. L ^ o m INTERSECTION OF PARK RIDGE DRIVE (STA. 12+g2) N N O w/ LEEHAM STREET (STA.1o+oo) r; m N 0 w/ANLEE ROAD (STA.11+32) N XISTING GRADE (TYP.) m w O w J> w J> w PROPOSED GRADE (TYP.) i v N v > m > w J ROPOSED AIR -RELEASE VALVE u m v w t�LLUU680 J 2 STA - +17.69 - / 00 w Ln v) ELEV. 672,08 TIE-IN TO EXISTING HILL TOP y.21 0 s- INTERSECTION OF PARK RIDGE DRIVE (STA. 20+48) °o - H EXISTING ROAD GRADE STREET PAVEMENT - STA.11+43 PROPOSED FIRE HYDRANT 2.0 \ w/ ARBOLEDA DRIVE (STA. 9+95) 0 0 0) w TA 10+ 2 2.81% ASSEMBLY w/ 8"x6" TEE 9 I Lu 0 Ln 675 3.5'MIN. N 6i LEV.695 8 3.62ga FILL (TYP. VDIOT STD. CD-y m m - z A 1o+ .z8 LAj 2,3 \ _ EV. 673-99 r,-, ROPOSED 1z" CL. 52 DI WATERLINE 6oA7 I +, , I I E EV.67y.72 STA 10+6 VDOTSTD.CD-2 �'3 90A PROPOSED 8"x6" TEE w/ PROPOSED STORM .l0 ELEV. 673.z4 (2) - 8" G.V. & (1) - 6" G.V. SEWER CROSSING 53 1. 3 \ -12" DI WATERLINE 1 4 PROPOSED SEWER CROSSING STORM PROPOSED 1z" CL. 5z DI WATERLINE 56A 665 .8' TIE-IN TO EXISTING 88A PROPOSED 8"x8" TEE PROFILE 12" DI WATERLINE VPROPOSED w/ (3) - 8" G.V. PARK RID E DRIVE PROPOSED SANITARY [� PROPOSED PROPOSED STORM FIRE HYDRANT SEWER CROSSING PROPOSED STORM ASSEMBLY o MPH) SEWER CROSSING PROPOSED SANITARY ASSEMBLYw/8"x6"TEE (DES GN SPEED= SEWER CROSSING PROPOSED 8"x8" TEE 660 SEWER CROSSING w/ (3) - 8" G.V. n ^ N M O M .i 01 r\ tp ^ O O Ln 'i N 00 O 00 ,+ O 00 'i O d O V1 Q1 Ln 0 al W d Ln 0) N O ^ n O O Ln 00 ^ O 00 O) N n .i O ^ M O N 01 00 O . •i N O M M N n N rl n 4 O n ,4 N n N !+'1 n M .1- ^ t<1 tp n lD 00 n lD •i 00 0) F n 00 0) n W O 00 W H 00 W N ^^ ^ O 00 tD n ^ L%1 ^ � d n^ M N N O ^^ ,� 0 lD 0) 00 w tp 0 w tp w tD w w tp Lp w Lp w W w W w tp w W t0 tD n t0 w n W tp ^ Lp tD ^ l0 <D ^ LD w n W tD n t0 w 0 tp lD n lD w tp 10+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 ;COTT7R. COLLINS'? Lic. No. 035791,L L 09/13/21 Aj J 00 m V/ Ln Z Z F- o Ln O pL z � g j••j W a U) o z H O H W 0 c Q LL Lu z 7 co c J M 1--1 CD N C6 W N Q Lu Q� W J J J Q L- z O Lu LL L9 ~ Lu 0 z Q Lu W WU 1 W � = Q LLI ~ V) Oz ul < z LU � O LLI O cn LL J w < a � Q � O 0 O ce N z Lu J F--0 w r JOB NO. 112066 SCALE 111 _ 501 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'Z, INCHES IN THICKNESS BEFORE COMPACTION OVER U Lic. No. 035791 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH 09/13/21 w� VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 �o�� l�v VERTICAL GRAPHIC SCALE SSIONAL 5 o 2.5 a 10 20 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN PVI STA:11+1i.45 PVI STA:13+5o.00 AGGREGATE SIZE NO. 25 OR z6, AGGREGATE BASE MATERIAL 673.i7 PVI ELEV: 669.z4 SIZE z1A OR z1B, FLOWABLE FILL, OR CRUSHED GLASS PVI ELEV: K: 6 ( IN FEET) CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER .50 LVC: iK: z8.67 .67 1 inch = 5 ft. RUN AGGREGATE SIZE z5 AND z6, PER VDOT ROAD AND LVC: BRIDGE SPECIFICATIONS, SECTION 302.03G. LOW PT. STA: 11+11.45 HIGH PT. STA:13+oo.0o 680 LOW PT ELEV: 673.zz HIGH PT ELEV: 670.z4 680 HORIZONTAL GRAPHIC SCALE NOTES: INTERSECTION OF ANLEE ROAD w/ LEEHAM COURT so o zs so 00 zoo s. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. Llj 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & ( IN FEET) SANITARY SEWER MUST BE PROVIDED. 1 inch = 50 ft. u Ln PVI STA:1o+i7.5o PVI STA: ii+5i.00 Z o Ln PVI ELEV: 664.88 PVI ELEV: 66g.o5 O d K: 2.5o K: 14.20 g LVC: io.00 LVC: 30.00 o Lu LOW PT. STA: 10+17-50 HIGH PT. STA: ii+66.00 H o LOW PT ELEV: 664 93 HIGH PT ELEV: 66g.35 H z o r U W O Ids J a z LL +3i Ix +31 INTERSECTION OF BARKLEY COUR RELEASE VALVE M w/ARBOLEDADRIV OW -OFF ASSEMBLY w I WATERLINE o 0 PROPOSED 8"x z (z) - 8" G.V. & (1 Q 10+00 20+50 11+00 a+50 12+00 12+50 13+00 13+50 14+00 14+50 25+00 15+50 16+oo 16+5o O J ANLEE ROAD PROFILE � (DESIGN SPEED=zS MPH) N C M PVI STA: 11+65.00 � PVI ELEV:667.75 PVI STA:14+00.00 10+00 10+50 11+00 11+50 I2+00 12+50 PVI ELEV: 67z.45 N K 535. K 3300 BARKLEY COURT PROFILE LLICD LVC: zi5.00 O Cz LOW PT. STA: ii+65.00 LVC: A:13 N LOW PT ELEV: 668.82 HIGH PT. STA::670. 49 (DESIGN SPEED=25 MPH) N HIGH PT ELEV: 670.56 m o It Q Q � m obi ° > O u) + '0 N LLJ O + w w m w Lu J U> 0iu J J 675 m m m ROPOSED GRADE (TYP.) > w 675 J Q LL z O Lu a- ~ LJJ o z J i--i _ '-' J Q Lu W _ (n W U Y = Q Lu ~ U) CZ ul U) _j 0 Lu O Lu EXISTING � O O /'�17 ILL J w � a Q J C:) O O 0 N zLu J H w XI IXI XI W_ F w O w 9+50 10+00 10+50 11+00 11+50 22+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+5o 19+00 JOB NO. ARBOLEDA DRIVE PROFILE 112066 SCALE (DESIGN SPEED=25 MPH) III = 50� SHEET NO. 12 6r8.63 (STA. io+oo) ? ?^^' INTERSECTION OF ANLEE ROAD (STA. ii+3z) o N °o a VI STA:15+z5.o T (STA. ii+47) o `r°+� w/ PARK RIDGE DRIVE (STA. iz+gz) e � $ � VI ELEV: 659.6 � .. � .. ry, iO � � K: z8.67 � v W ROPOSED GRADE (TYP.) v m � LOW PT. STA: i5+7 .00 675 \ � w > > �; LOW PT ELEV: o � D °, � PVI STA: so+80.00 °o � e m N �D nip PVI ELEV: 666.13 m � � ip o i0 0 1O K: z6.o3 N m N `O v � � LVC: 55.00 � v � v > m 6]5 > w LOW PT. STA: io+5z.5o u m � w 675 m w LOW PT ELEV: 66 8 m w O EGIN CUL-DE-SAC -STA. ii+68 N � � n � ROPOSED GRADIE (TYP.) + °i �o m w I ND ROAD-STA.1z 670 � w m w � 670 2.0 -z.000 m T (STA. io+oo) VDOT STD. CD-i �y1oro l' L PROPOSED AIR E (STA.15+z6) _IN 665 2.00°70 665 EXISTING GRADE (TYP. ROPOSED B VDOT STD. CD-z ROPOSED 4" CL. 53 ROPOSED 8"x6" REDUCER 660 i.z' PROPOSED FIRE HYDRANT ASSEMBLY w/ 6"x6"TEE 660 6" TEE w/ 35 ROPOSED 6" CL. 5z DI WATERLINE - 6" G.V. PROPOSED STORM 655 SEWER CROSSING 655 L(1 ,Mj Ol � Ol OM � � � � � l0 1p l0 1p l0 INTERSECTION OF ARBOLEDA DRIVE (STA. g+95) PVI STA:16+67.g8 w/ PARK RIDGE DRIVE (STA. zo+48) INTERSECTION OF ARBOLEDA DRIVE (STA. i5+z6) P I ELEV: 657.io ARBOLEDA w/ BARKLEY COURT (STA. io+oo) K: 3i gz INTERSECTION OF DRIVE (STA.1z+54) VG i5o.00 6]O - �,z.00� w/MEYERS WAY (STA. 16+55) ROPOSEDRIR-RELEASE VALVE LOW T. STA: i7+4z. 8 670 ILL (TYP.) LOW PT ELEV: 6 6. VDOT STD. CD-i � ��1 PROPOSED 8" CL. 5z DI WATERLINE 3�5 MIN. O1 + VDOT STD. CD-z N � 665 � � � 665 PROPOSED 8"x8" w/ (3) TEE 8" G V 3: ' 49' i.3' PROPOSED FIRE HYDRANT C0 "� ASSEMBLY w/ 8"x6" TEE n 4�3' 4'g V � T STD. CD-i 52A PROPOSED 8"x6" TEE w/ 660 (z) - s" G.V. & 6" G.V. 660 VDOT STD. CD-i TIE -INTO EXISTING ARBOLEDA 53 PROPOSED 8"x6" TEE w/ l�z' Y� (z) - 8" G.V. & (i) - 6" G.V. DRIVE PAVEMENT -STA. i8+zg PROPOSED STORM PROPOSED STORM 5 655 SEWER CROSSING SEWER CROSSING 33 F L ( _=o � ROAD GRADE 655 PROPOSED STORM PROPOSED SANITARY PROPOSED STORM SEWER CROSSING PROPOSED STORM XISTING GRADE (TYP.) SEWER CROSSING SEWER CROSSING SEWER CROSSING PROPOSED 8" CL. 5z DI WATERLINE i.z 650 PRIOPOSED 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 O � O � ri N G d 00 � S Ol N 01 � O M � Ql � l0 O O l0 ^ ap � O N lD � O � N � I� M N N � r1 I� ~ •i O O � Ol � 00 � W � O1 O O O Q1 � W � l0 M M � 'i S Wl0 � Vl � 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 09/13/21 w� VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 �o�� l�v VERTICAL GRAPHIC SCALE SSIONAL 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: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. so o zs so 0o zoo z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & ( IN FEET) SANITARY SEWER MUST BE PROVIDED. f 1 inch = 50 11. 00 z ~ O Ln PVI STA: 13+50.00 PVI STA:1z+50.00 O o z PVI ELEV: 689.38 PVI ELEV: 692.21 V g K:18.67 K:85.40 j..j D LVC:75.00 LVC:75.o0 U) u HIGH PT. STA:1z+87.5o HIGH PT. STA: 13+87.50 �..� o r HIGH PT ELEV: 6gz.g4 F- HIGH PT ELEV:6go.44 U) D PVI STA: 11+1z.00 o a o a > PVI ELEV: 674.10 `p" °p `L9 ? N m^ m W 690 K: 30.11 690 PVI STA:1o+zl.00 m 00 00 m m `D ,+ ID PVI ELEV: 678.49 PVI STA: 11+zo.00 N N V r� Q K: z. o PVI ELEV: 680.47 N v N v vi > vi v z LVC: 1o.00 K: z6.41 > m > W m 00 w w LL LOW PT. STA:10+21.00 LVC:1z8.00 m w 6 LOW PT ELEV: 678.54 LOW PT. STA: 10+56.0o ND ROAD CONSTRUCTION - STA.1z+43 695 95 LOW PT ELEV: 67q. 1 Lij .i N Lu 0 0 INTERSECTION OF LEEHAM STREET w/ PARK RIDGE DRIVE z rn Q c� rn N J PROPOSI--I M rl rl do (z) 8" 01 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 0 uJ Ln 10+00 10+50 11+00 11+So 12+00 12+50 13+00 13+50 14+00 J J J Li- LEEHAM STREET PROFILE > z O (DESIGN SPEED=zS MPH) LLI 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.oz PVI ELEV: 674.68 = UJ w K: 2.50 K: z7-74 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.o7 HIGH PT ELEV: 673 73 68o Y 68o K: 1660 87 PVI ELEV 66g 61 W � ~ U) D6 J 0 ~ Q INTER Ln Lw O kc O U) O LL HUMBOLDT STREET (STA.16+81) T(STA.11+z6) Lu Q :\077�7 mi 09 1 N\\\\\\\ Q O 0 O ce N z Lu W_ F W O W JOB NO. 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 112066 HUMBOLDT STREET PROFILE SCALE 1„ - 50, (DESIGN SPEED=25 MPH) SHEET NO. i3 LVC: COURT PROPOSED 8"x6" TEE w/ 7r-A G.V. 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 V w V � j m w m 680 BEGIN ROAD -STA. 10+10 INTERSECTION OF LEEHAM COURT (STA.11+47) 680 w/ANLEE ROAD (STA. 10+00) \\ / z• o% n -43 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 00. � O � O � � � � � v+ `� vi � n � �D � � � °o � of � o orn O vl orn O vl 1O 00 1O0D .pit � W -------- REROAD GRADE w a w � � � J / .oi vi j vi j v N V z. g 6g0 > 00 jw m VDOT STD. CD-1 v w 690 PROPOSED GRADE (TYP.) w INTERSECTION OF LEEHAM STREET (STA. 11+3z) w/ LEEHAM COURT (STA.14+gg) o0 685 bey 685 (STA.1o+o0) (STA. 16+33) EXISTINGGRADE(TYP. 1�4' PROPOSED TYPE ABLOW-OFF ASSEMBLY J 680 680 2,00% PROPOSED STORM SEWER CROSSING -z.00% 0.�VDOT STD. CD-2 PROPOSED 6"zz.S°BEND PROPOSED 6" zz.5 BEND 675 PROPOSED FIRE HYDRANT 675 ASSEMBLY w/ 6"x6"TEE .3' PROPOSED 6" 45°BEND SECTION o N o � LVC: o.00 °o � $ � K:3 .30 PVI TA:16+66.38 J, of .+ �D �, of N �D LOW PT. S A: 11+ oo 75' LVC: o.00 PVI ELEV: 667.zg LOW PT ELEV: 67o.1z w � w LOW PT. STA: 15+7S.00 K: � w � � � LOW PT ELEV: 66g.11 z 50 j � j V o � °o � vi > ROPOSED GRADE (TYP.) vi j VC:1o.o0 675 m w vi o vi � V > m V > w o �D 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 o, m o, m w z.o3°741t � > m � > w � + � � 670 -BEGIN ROAD STA.1o+oo VDOT STD. CD-1 PROPOS LEASE V "' u > v � > 670 'S `\ / w INTERSECTION w/ HASTINGS OF EX-MH-zzF STA:7+20.54 RIM:670.15 ^j TH 0 INV IN: 661.88 TO EX-MH-zzF INV OUT: 661.71 TO EX-MH-zoF O EX-MH-zoF OSCOTT R. LINSZ STA:6+28.go U Lic. No. 035791 RIM.6/3.88 669a7 EX-MH-zzF MH-24 INV IN: 66o.65 TOHHziF STA:8+27.38 EX-MH-12F STA:12+29.74 °0 �� 09/13/21MX0 STAz+z8.iy RIM:67z.00INVIN:663.00T.w4 �1 INV OUT: 66o.40TO EX-MH-igF INV IN: 662.83 TO EX-MH-23F RIM-67173 INV OUT: 667.00 TO EX-MH-12F SIONAL F, rp INV OUT: 662.75TO EX-MH-ziF INV IN: 665.94T0 MH-24 675 = INV OUT: 665.74 TO EX-MH-z3F 675 J f m_ V/ Z zLn o z g j••j o o u z ^ O > D W o Idi J Q z LL357-8 ., N Lu ti 0 z _rn Q ♦2 ID c� � Cf7 0+00 o+ o 1+00 i+ o z+00 z+ o +oo + o +oo + o +oo + 0 6+00 6+ o +oo + 0 8+00 8+ o +oo + o io+oo io+ o ii+oo is+ o iz+oo iz+ o N i--i 5 5 5 3 3 5 4 4 5 5 5 5 5 7 7 5 5 9 9 5 5 5 5 J MH-24 PROFILE 01 in N o16 O VERTICAL GRAPHIC SCALE s o z.s s 10 zo � N MH-3i Q STA:2+35.68 N ( IN FEET) MH-zg i RIM:673.i7 = 675 STA:4+44-47 675 - W 675 PROPOSED GRADE (TYP.) INV OUT: 667.00 TO MH-3o 1 inch = 5 £t. RIM 67i 33 J J L U W J Q J ° HORIZONTAL GRAPHIC SCALE z LL 0 ,y 50 0 25 50 100 200 LW LL i O D r I m a) L9 N N � D m N PROPOSED GRADE (TYP.) _ g O> IN FEET) _j H 660 I-- � 1n E Z 660 1 inch = 50 ft. oo� Q W a = (n L u o � �0 Y O ID 0 N° a � w O O ry DRAIN 655 2 0 W > > Z 655 LU w � o Z z w NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN Q AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL D JLz - - - 3 5' MIN - SIZE 21A OR ziB, FLOWABLE FILL, OR CRUSHED GLASS J CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER _j z RUN AGGREGATE SIZE 25 650 1i a, SpR� 3 38% 65o BRIDGE SPECIFICATIONS, SECD26, PER TION 3oz 03G. ROAD AND w 185y2 W EXISTING GRADE (TYP.) O I I NOTES:CROSSING- � O 1 i. ALL FILL TO BE PLACED AT 95%COMPACTION. 1 z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. LL 645 645 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. Lu Q T N N M S M 6 mmi O 00 00 O O 0+00 0+50 1+00 1+50 2+00 O ce 0 °+°° 0+50+°°+5o z+°° z+5o MH-32 - EX-MH-iF PROFILE z ko MH-31- MH-30 PROFILE u _j 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 w w o w MH-29 - EX-MH-22F PROFILE JOB NO. 112066 SCALE 111 _ 501 SHEET NO. 14 EX-MH-igF 0 EX-MH-z3F STA:4+93�94 6 � 6.z5 MODIFIED RIM STA:8+8i.65 RIM: ELEVATION RIM:668.36 INV IN: 648.47T0 EX-MH-zoF CO � � INV IN: 663.57T0 EX-MH-izF - - 670 INV OUT: 648.47T0 EX-MH-i8F a r; `D ° �,D INV OUT: 66 TO EX-MH-zzF- - 335 I i 6 Q 7 � 1n MODIFIED RIM ELEVATIO PVC PROPOSED GRADE (TYP. / PROPOSED 8" DI I SDR-z6 97 61 LF C 1.og% WATERLINE CROSSING 8' SDR-z6 PVC 665 MODIFIED RIM I I li li i t 242. 48 LF Qa o.8g/o I 66 ELEVATION i i i g"SDR-z6PVC � i II 5-__ r-- ---------- ----� LJ 5 EX-MH-i8F PROPOSED6"DI � ill II z� 3'--- 1L-- ---------- --------------- --- WATERLINE CROSSING DIP ioz.84LF i rRIM:�3-3�665.39I64LF�1_21�oii_V8"-S-DL STAa+3z.o6 o SEWER MANHOLE 660 INV IN: 644�74T0 EX-MH-igF�----------°'7R-z6 PVC 660 INV OUT: 644�47 TO EX-MH-i7F r--- 5o.z7 LF Qa i.o3% / / f41 �yy�' -MODIFIED RIM ELEVATION � 655 45 II i ti?%,�' PROPOSED STORM 655 SEWER CROSSING EX-MH-i7F / PROPOSED STORM STA:o+oo.00 EXISTING GRADE SEWER CROSSING RIM:6yy.63 (TYP.) 76 PROPOSED DOGHOUSE INV IN: 639.z7 TO EX-MH-i8F MANHOLE CONNECTION 650 650 ,,',' / 8„ DIP --- -1 I -------- --- II 645 --------- -------------------- ------ 645 � I �-- 64o II �,-, 640 I I I r' L� 635 635 N o a N ° N L!1 °D � lD o m 00 m rl 1O a Ol s a � vl °1 m V1 a o� Ol o� N •i o a m° m° O .+ O N o 0 0 °1 m° Ol O a a W a N �n h �n 1O ^ ^ n n ° n W ,n O `^ a N '° � lD ^ io °o ° ° ^ o ri �D �D �D �D �D L^ �D � � � � � �D 1O �D 1D iD `O �D `� �D � �D ^ �D ^ �D ^ 1D ^ � ^ �D �D �D �D �D ^ 1D ^ M H-3o STA:o+oo.00 RIM:667.43 INV IN: 655.z5T0 MH-3i 670 INV. IN: 653.58 TO EX-MH-zoF 670 INV. OUT 65331 TO EX-MH-ziF PROPOSED YARD 665 � � DRAIN CROSSING 665 / 3.6 XISTING GRADE (TYP.) POSED YARD N CROSSING Q�P olo�o 660 $�F �5' y3y6 660 655 MAIN 655 TIE -INTO EXISTING 8" SANITARY SEWER WITH PROPOSED DOGHOUSE MANHOLE 650 650 1. � n � a� o 0 0 0 lD ^ lD iO ^ lD iO a0 lD �O ° lD ^ N ^ �D �D LD �D �D MH-z8 INV OUT: 66y.83 TO MH-z8 MH-z7 STA:3+51�53 STA: z+47.8g R I M:668.83 RIM:665.0o INV IN: 66z.53T0 MH-zg 67o INV IN: 655.zo TO MH-z8 INV OUT: 66z.33T0 MH-z7 670 INV OUT: 655.0o TO MH-z6 MH-z6 EX-MH-zzG STA:i+31�54 STA:o+oo.00 665 RIM:658.08 INV IN: MH-z7 z6pVC � 665 EX. RIM:656.85 INV IN: 649.78 TO MH-z6 INV OUT: 650.5o TO EX-MH-zzG 8"SOR � z.59o�0' g8 g4LF � EX. INV OUT=649�58- XISTINGGRADE (TYP.) d 660 660 $ PROPOSED GRADE (TYP.) 63� / 655 I I � -J 3% 655 PROPOSED YARD DRAIN CROSSING R.y6Pv 8' S�LF I 1 SDR-z6 PVC 11?'•3 8" 6 O 127.54 LF � 0.56% 5 650 LJ TIE -INTO EXISTING SANITARY SEWER MANHOLE 645 645 � M � CO p N � M N l0 p � 01 � O V1 � Ol ,� �t � .t � M � S � • 0I 675 MODIFIED RIM ELEVATI( 670 EX-MH-zoF STA:o+oo.00 RIM.673,58 669.17 INV IN: 66o.65 TO EX-MH-ziF INV IN: 662.33TO MH-45 68o INV OUT: 66o.4o TO EX-MH-igF EXISTING GRADE (TYP.) MH-45 STA:0+75.82 RI M:674.25 \ INV OUT: 665.00 TO EX-MH-zoF PROPOSED YARD DRAIN CROSSING 4 ii TIE-IN TO EXISTING SANITARY MANHOLE SpR"z6 S3 2a° 66o o a m 0 0 D DSED GRADE (TYP.) 670 )POSED 8" DI TERLINE CROSSING 665 0+00 0+50 1+00 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 EX-MH-iF STA:o+oo.00 RIM:652-45 INV IN: 646.5oTO MH-33 INV IN: 646.5o TO MH-32 M H-33 STA:o+53.69 RIM:654.00 INV IN: 647.2o TO MH-34 INV OUT: 647.00 TO EX-MH-1F ill/ -EXISTING GRADE (TYP.) 65o I 8" SDR-26 PVC 8" SDR-26 PVC 138.39 LF @ 0.58% 49.69 LF Qa i.oi% li 645 TIE-IN TO EXISTING SANITARY SEWER MANHOLE OR M ry m 0+00 0+50 1+00 1+50 2+00 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 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 SpR"z y�g65LF 3 5 °ro 665 PROPOSED STORM 83 SEWER CROSSING 660 1.° 660 8" SDR-26 PVC 96.89 LF Qa 0.554/0 655 655 N CO 1p co a o O m o, o O) N O 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-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:1+96.o8 RIM:656.00 INV IN: 648.2o TO MH-35 INV OUT: 648.00 TO MH-33 80 PROPOSED STORM SEWER CROSSING z 7' PROPOSED STORM SEWER CROSSING r y6eJ B°ro a, SpR � y3 a56 zyL Va)i o w rl W O l0 wlD l0 W lO l0 l0 2+50 3+00 3+50 4+00 4+50 5+00 MH-37 - EX-MH-iF 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-36 STA:6+84.40 R I M:673.83 INV IN: 664.33TO MH-40 INV IN: 664.33TO MH-37 INV OUT: 662.33 TO MH-35 / PROPOSED 8" DI WATERLINE CROSSING POSED STORM MH-37 STA:7+32.93 RIM:674.00 INV OUT: 666.00 TO MH-36 675 670 665 V SDR-26 PVC 1 z' �8" SDR-26 PVC 224.08 LF @ 1.2104 44-53 LF @ 3.75% 66o 655 65o 645 O tD a, O y�j OJ W 'D l0 W l0 lD 'D 5+50 6+oo 6+5o 7+00 7+50 695 MH-44 STA:5+56.67 MH-43 RIM:689.00 STA:4+19.49 INV OUT: 681 690 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 INV OUT: 666.33 TO MH-36 RIM:67 .92 INV IN: 672 INV IN: 67z.1z TO MH-43 685 INV OUT: 671.92 TO MH-41 685 MH-41 STA:1+28.74 MH-36 ------ --- --- -J/ STA:o+oo.00 R I M:675. 08 - RIM:673.83 INV IN: 669.28TO MH-42 i433 TO MH-40 INV OUT: 669.o8 TO MH-40 - - - XISTING GRADE i433 TO MH-37 52.33TOMH35 i ' (TYP.) JC 68o / SpR'26eL'A160/0 � yi3,1 i 675 PROPOSED GRADE (TYP.) 8 SDRF26? 140 9 C i 675 / F gDLF2@Pv810 670 9zA 1$ 670 PROPOSED STORM SEWER CROSSING 1.1' PNC 8SpR"y6 F 321% 665 665 V8" SDR-26 PVC 42.73 LF Qa 4.68% 66o 66o ei 1� a) w n Ln It l0 H O O H lDM OO . OIt 00 O 0) O+ a, m N O rD 00 00 00 y1 00 06 00 l, tD l0 D lD �D l0 'D l0 10 l0 ko l0 w l0 kow w 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH-44 - MH-36 PROFILE 4+00 4+50 5+00 5+50 .00 TO MH-43 SCOTT/R. COLLINS'? Lic. No. 035791,L 09/13/21 '.Aj J 00 m V/ Ln Z Z Ln H- o O' z u g H W o U) o u z ^ 0 H W 0 c a LL ., W N H M 0 z _rn ^Q co � Cn co c J N o CD6 Cn W N in Q Lu 0� lil w J Q J > z_ � LULu LL ~ ) O w/ H w Q Lu 2 (J) w U Q Y LU Q J Z J z ul � =z LU Lr) LU Q p U) O � LL w ~ `J O 0 O ce N Lu J F--0 w F- JOB NO. 112066 SCALE 1" _ 501 SHEET NO. i5 EXISTING GRADE (TYP. 670 670 STR:72 VDOT STD. DI-3B (L=6') STR:7zB VDOT STD. DI (L=6') .58 TP=663.58 TP=663 INV IN: 651.52 TO 74 INV OUT: 656.75 TO 72 INV IN: 656.42 TO 72B -- 665 I N V O UT: 651.42 TO 7oF PROPOSED GRADE (TYP.) 66o 66o PROPOSED 6" DI 1.z WATERLINE CROSSING 655 655 15" RCP 32.77 LF Qa 1.ol% 650 65o o� ID ID 0+00 o+So STR-72B - STR-72 PROFILE N rl J 74 m m p m 00 �0O o � r 00� H F � 675 Out ri N rl r l ma z z � O - - O >>> I„Fzzz 67o "GRADE(TYP.) 670 15" RCP -EXISTING GRADE (TYP.) 121.84 LF Qa 2.12% 665 665 1.4' 2.1' 660 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS a n 0 'D 00 m m D ID D kD 0+00 +S STR-82BSTR-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 EXISTING GRADE (TYP.) 0 PROPOSED GRADE (TYP.)- V `P o 0 STR:70 VDOT STD. DI-3C (L-6') o O TP=662.83 Ln o INV IN: 655.83TO7oB "' INV IN:649.68T070D o Mko INVOUT:649.58T04oB m 00F 665 0 ID �.a > nrz 66o PROPOSED 6" DI WATERLINE CROSSING 1.1' 665 ••• L15" RCP 32.68 LF Qa 2.05% 650 65o 645 645 o In C9 a N 0+00 0+50 STR-7oB - STR-70 PROFILE m J m M W p m 1, N 00 p 00 00 - 1- 00rl Ln F F W STR:82B VDOT STD. DI-3B (L=io') p m TP=672.00 in N H W INV OUT: 666.25 TO 82 0 00 O O� a0IDZZO 675 a » > Ln I--z z z 670 )POSED GRADE (TYP.) STR:56B VDOT STD. DI-3B (L=16') TP=67z.50 INV OUT: 665.75 TO S6 670 )SED 8" ZLINE C 665 L15" RCP 39-7o LF Qa i.00% 66o 66o N N Lo N N ID 0+00 0+50 STR-56B - STR-56 PROFILE ING NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. I MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 670 STR:36 VDOT STD. DI-3C (L=6') STR:64 VDOT STD. DI-36 (L=4') TP=665.67 TP=679.50 INV IN: 66o.67 TO 36B INV IN: 672.43 TO 64B 0.67 TO 38 INV IN: 673.67 TO 66 STR:34 VDOT STD. DI-3B INV IN: 66 (L=14') INV OUT: o.67 3 3y INV OUT: 672.33 TO 62 TP=665.67 INV IN: 658.85 TO 36 680 INV OUT: 658.75 TO 32 STR:38 VDOT STD. DI-36 (L=io') TP=668.o8 INV OUT: 66333 TO 36 m 0 STR:32 VDOT STD. DI-36 (L=14') _ d TP=664.00 - o m I INVIN:656.83T034In 665 o w IN OUT:655.00T030 M 665 v~i 0 m m° o Ln 000 , p o O ^' M ° PROPOSED 6" DI Z M p ,,.� 0lD WATERLINE CROSSING 0 1O - D PROPOSED 8" DI L 660 w N � z z O WATERLINE CROSSING 660 ao N Na CL �„�zzz_ 1.2' 15" RCP w Z PROPOSED W _ GRADE (TYP. 41.02 LF Qa 6.48% F a > PROPOSED 6" DI R CP `n ~ z - F LL WATERLINE CROSSING 15 267% C 655 _ - - (TYP.) 15" RCP 655 32.72 LF Qa 0.70% EXISTING 6" WATERLINE DI EXISTING GRADE (TYP.)- 1 CROSSING RCP 1g% 65o 1.0' 15 VF 3. 650 1�61g 18" RCP 167.go LF Qa 1.03% 645 645 m n m 0) . vi m 0) � N. i. � o � vi In M vMi Ln IXI Ln Ln N Ln � v, � v, w �o ID kD ID W 'pp ID WO kD kO � W ID W ID W W ID W ID W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-38 - EX-STR-14 PROFILE STR:8oB VDOT STD. DI-3C (L=8') TP=667.17 INNVV INUT66T08oDo92O:6TO 8o STR:8oD VDOT STD. DI-313 (L=1o') rTP=667.67 INV OUT: 662.42 TO 8oB PROPOSED GRADE (TYP. ILL (TYP.) PROPOSED 6" DI 665 WATERLINE CROSSING 665 GRADE (TYP.) EXISTING 1.4' 66o 15" RCP 66o 1, 59 LF @a 0.63% 771 15" RCP 26.02 LF Qa 1.54% PROPOSED 8" PVC 655 SANITARY SEWER CROSSING 655 O In M N y 00 o6 r 10 w o6 In kD w ID D 0+00 STR-8oD+SSTR-8o PROFILE N J PROPOSED GRADE (TYP. co o m oIt = o >O m oo� o� _ p N a mIt p a} O 0 0 00 1+ Ln w aa0 V)i OOP O 0000 p �� F OF OF Ln N p ry 't ID tDH Z p MID > 00�zzID 670 o ��CL zz 670 ^�wWw ?�Z ZO=��IFZzz Ln I--z z z -- 665 15 'CP z 11% 113.$1LF �. LEXISTING GRADE (TYP.) �trc PROPOSED SANITARY SEWER 655 SERVICE LATERAL CROSSING M O M a W O n W 6 O'6 N ri w W 0 W 'D 0+00 0+50 1+00 1+50 2+00 STR-44D - STR-44 PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE so SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 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. PROPOSE[ W/ 660 ED SANITARY SEWER LATERAL CROSSINGS 655 4+00 4+50 GRADE 675 EXISTING GRADE (TYP.) 685 STR:64B VDOT STD. DI-3B (L=8') PROPOSED GRADE (TYP TP=679.67 INV OUT: 673.17 TO 64 STR:36 VDOT STD. DI-3C (L=6') TP=665.67 68o INV IN: 66o.67 TO 36B INV IN: 66o.67 TO 38 INV OUT: 659.o8 TO 34 PROPOSED 6" DI WATERLINE CROSSING 675 L15' RCP 670 28.61 LF 2.59% 670 M � 0 w 0 0+00 0+50 STR-64B - STR-64 PROFILE PROPOSED GRADE (TYP.) STR:3o VDOT STD. DI-3B (L=io') STR:30B VDOT STD. DI-3B (L=1o') TP=657'50 TP=6 5733 INV IN: 652.33 TO YD-6 INV IN: 65o.33 TO 32� rINV OUT: 650.75 TO 3o INV IN: 65o.33TO3oB I INV OUT: 650.00 TO EX-14660 PRO( VERTICAL GRAPHIC SCALE WATERLINE 2.5 5 10 20 IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE STR:44 VDOT STD. DI-313 (L=14') TP=665-75 INV IN: 66o.5o TO 44B STR:4zVDOT STD. MH INV IN: 656.6o TO 46 TP=664.58 INV OUT: 656.5o TO 42 I N V I N: 65635 TO 44 a INV OUT: 6S6.25 TO 40 675 1p m 655 FIL TVP1 655 OSED 8" DI 1.1 -EXISTING GRADE CROSSING 65o 65o LJ [15" RCP 33.18 LF Qa 1.27% 645 645 M It w M (TYP.) ( IN FEET ) 1 inch = 50 ft. o STR-3oB+STR-30 PROFILE STR:5o VDOT STD. DI-3C (L=8') TP=668.92 INV IN: 658'02 TO 5oB INV IN: 66433 TO YD-7 INV OUT: 657.92 TO 48 m m J STR:52D VDOT STD. MH d74 74TP=670.33 mM ri m o INVIN:659.27TO54 0 o a p o 0 000 `n �INV IN: 664.5oTO56 0 0 0 0 o ^ ^F- INV OUT: 659.17 TO 52 n N 0 no F ,-, I- H O O n EXISTING GRADE (TYP.) STR:36B VDOT STD. DI-313 TP=667.50 INV OUT: 662.5o TO 36 670 665 665 66o 66o 15" RCP 5732 LF Qa 3.19% 655 655 O 00 M M n 00 N STR-36B +o5 STR-36 STR:52 VDOT STD. DI-313 (L=6') PROPOSED GRADE (TYP.) TP=669.33 INV IN: 662.17 TO 526 STR:S2B VDOT STD. DI-313 (L=6') INV IN: 6S8.77 TO 52D TP=669.33 INV OUT: 658.67 TO 5oB IVINV OUT: 662.5o TO 52 EXIS' PR( WATERLIN F FING GRADE (TYP. ILL (TYP.) 665 665 (POSED 8" DI 1.2' E CROSSING 660 66o 15" RCP 32.68 LF Qa i.00% 655 655 O 0)of W'D N m 0+00 0+50 STR-52B -STR-52 PROFILE STR:54B VDOT STD. DI-3C (L=io') TP=667.58 PROPOSED GRADE (TYP.)-,INV IN: 66z.00 TO 54D INV OUT: 66o.67 TO 54 u 6 p ~ O V1 Op I S - N F-^'^06 O m°P O N STR: D VDOT S 54 M M n? In p In p m „� .. STR:54 VDOT STD. DI-3C (L=1o') = m g o F m00 iO ~ 0 > rn l0O0 W > m ° ° r D O TP=66 8 TP=666.83 OUT: 662.5o N 0 O N .. w - 0 `^ w ? ? INV IN: 660.43 TO 546 INV 670 0 0 In > � 0 ID w a z Z In 1 F a > > > - D- >> Ln F-z z z _ INV OUT: 66o.33 TO i 670 ~O 0 oo �'DZO - - in FZZ /� _ \ p 0 In 00 W f o_ > > It - a Z Z p PROPOSED 8" DI PROPOSED 8" DI - - - - u F o > > > WATERLINE CROSSING EXISTING GRADE (TYP.) WATERLINE CROSSING 665 � F Z Z Z_ 665 EXISTING 8" PVC SANITARY PROPOSED 8" DI PROPOSED 8" DI SEWER CROSSING WATERLINE CROSSING WATERLINE CROSSING 43 I 4:8' 1.0' PROPOSED 6" DI NP RCP 4.1 o 7 660 WATERLINE CROSSING 19!13 LF Qa 0.78%y 66o z 'RCP 15" RCP zo.53 LF dal z.43% 24' RCP 197-83 LF @e 0.54% 75.76 LF Qa 0.53% 18" RCP C 655 z RCP 4" 39.66 LF Qa o.6o% 655 105 46 LF o.54% 30" RCP 64.36 LF Qa 0.50% 44-4o LF Qa 0.52% 30" RCP VDOT STD. ES-1 64-49 LF Qa o.50% L24" RCP 21PRAP OUTFACE 7,6 32.68 LF Qa 0.70% 65o 36" RCP 65o 58.78 LF Qa 1.287L INV. OUT=648.0 36" RCP DIP SANITARY / 42.46 LF @1.77%(""-EXISTING SEWER CROSSING SSING 645 / 645 M kDO N aON M w^ of Nc OM O w O M COO N o 00 O 00 ciM ci n MO N a V1 I! 00 l! 00 V y� 0 W'0 ri 00 w 00 W 6 00 W 06 W W 00 W m o n m O n o I\ O1 00 w 06 00 l0 ^ 00 lD tD l0 l0 lD l0 w iD 'D l0 W D ID W w kD l0 O ID lD w kO tD 10 w tp �D w 10 w W ID 0 l0 ID 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-54D - SWM PROFILE 5+50 6+oo 6+So 7+00 7+50 8+oo TD. DI-7 TO 54B SCOTT/R. COLLINS'? Lic. No. 035791,E 09/13/21 W N M o 0 0 z Cn J Z rn N I --I � J N Oz CD m W N Q -1 J J Q W > U z LL- LOLu LL Q LuLLJ Q Lu Lu Y = l!1 W Jul~ U) O U J W = Ln zLli O U) LL W ~ a Q 0 0 0 oC N z Lu J �(D w JOB NO. 112066 SCALE III _ 501 SHEET NO. 3.6 STR:94 VDOT STD. DI-313 (L=8') STR:92 VDOT STD. DI-3C (L=6') TP=675.67 TP=674.0o INV IN: 670.35 TO 96 N INV IN: 668.85TO gzB INV OUT: 670.25T0 gzB " INV OUT: 668.75 TO goB 00d 5° 1 m XISTING GRADE (TYP.) n m 685 m o N 685 m oIt m m 0 m o" O Ln O o STR:102 VDOT STD. DI-3B (L=12') 6 To O 1 O -° O p STR:go VDOT STD. DI-36 (L=1o') m �p o o - d d ko ZD 0Ln p o F F O o p. o „i TP=678.gz m m m O O m ~ ^,6 TP=674.75 N O o rn0 LCaLLn o o > ry k � INV IN: 6 z TO YD-12 M OLn ^ INV IN: 667.z5 TO goB o �p F F N `� > ^ 74 9 d o f M. N p N^ F F O ao 0" o ` o f INV OUT: 67z.83 TO 100 �� p a D^ > r F INV IN: 667.z5TOYD-11 in O F F o o F .°+ ^Z m Np w0 p 0 N ^�o w co INV OUT: 66 0o TO 86 F ^ 0 00 of 1O - 0 68o 0o F m F F O �„ > to to F m 11 - 0 7- m " Co 7 m u O 1n n Ln O 0) D z O F CL 685 00 n u p^ ut F^ a m .. � F - 000 to > m D o ii F Z Z STR:5zD VDOT STD. MH O F F tD F z Z STR:86 VDOT STD. MH > Ln m ° w >> O 0 0 " � m - - 0 F Z m D F N a .. � v~i H Z Z TP=67o.33 F O F p F � m m�� F a»> TP=673.0o rn z x z p INV IN: 659.z7 TO 54 STR:58 VDOT STD. DI-3B(L=6') v1 F , > N ^ D > ao ui F ZZ Z3 43 1p > O> � a 4.5o TO 56 TP=675.5° FO N o 0 0�o D z - - - INV IN: 66 TO n » INV IN: 66 INV IN: 666.67T0 go Ln F- Z Z ^ F Z _ INV OUT: 659.17 TO z INV IN: 668.oz TO 60 o M �� o z p ` „ _ INV OUT: 66 TO 8 \ PROPOSED 675 59 7 5 9 o o6 D F a>> Ln z z GRADE (TYP.) 680 INV IN: 668. 9 O YD- 333 4 ` STR:56 VDOT STD. DI-36 (L=8') INV OUT: 66 z TO 6 F D ; O / 1^ F LAFZZ FILL (TYP.) NV N?66 TO 8 �' PROPOSED GRADE (TYP.) RCP PROPOSED 8" DIommm535 5 - 15 WATERLINE CROSSING �5 io5.�9 LF Qa 670 6 INV O T: 665 TO 56B -/� ` WAT RL N CROSSING 1 y6�F PROPOSED 8" DI 6 O � RCP o.69% INV OUT: 66 z TO zD � 6' � L 0 110 ' 65.86 LF i37 /0 75 i 15' RCP .1' 92,73LF Qa 1.15% li5" RCP - - - J FILL (TYP.) CP % 1i� 53 46 LF ° �a o.75/o EXISTING GRADE (TYP. z:o' ry 0 e 665 18" RCP 23.91 LF @a o.96% 15" RCP 665 zo.1g LF Qa o.75% 670 RCP z4�� RCP PROPOSED 8" PVC LF 1.07% z7.97 LF Qa 1.18% SANITARY SEWER CROSSING gz.10 35.17 LF @a 1.36% T 18" RCP 18" RCP CC i•52% 0 6 LFQa 11 % 1 �3 LF 14 - 40.17R LF 1.00% � 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') 4ITP=688.17 NV OUT: 681.33 TO 68 685 1 3 PROPOSED 6" DI WATERLINE CROSSING 68o 15" RCP 28.o6 LF Qa 1.43% 675 660 39.80 LF Lal 1.2670 3 -45 5 660 15, RCP 665 18b% LF C 4' 13B.00 O CO W O °m O . ^ 4. lD M N 0. W ^ ^ ^ ^ ^ l^ l^ lA l0 ^ ^ 1� 1� ^ 1�00 W T15"' ID O D° D D° D O � 1D °° D iO RCP PROPOSED SANITARY 66o 30.35 LF Qa 2.47% SEWER CROSSING 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STR-1o2 - STR-86 PROFILE m O) o m n^ D 01 N rn � F S m `" `° m 00 v a^ m M D ri F O" a of m" ° o of 00 0 o 6 a s r °' m° 0 6 ^ ^ N m ^ ^ ^ ^ ^ ^ ^ ^ OD ^ r CO ^ W ^ 0 W °0 N W 00 00 00 kD �D^ 'D ID^ ID STR:YD-7A 18" NYLOPLAST YARD INLET TP=66g.67 EXISTING RADE INV IN: 666.67TO YD-7B 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+oo 5+50 6+oo 6+50 (TYP.) INV IN: 666.67TO YD-7C 675 p INV OUT: 666.67 TO YD-7 STR-68B - STR-521D PROFILE STR:YD-7C 18" NYLOPLA INV OUT: 6 ST YARD INLET 68.00 ROPOSED STR:YD-7B 18' TP=671.00(TYLPJ TP=670.67 TO YD-7A YGRADE INV OUT: 667. 670 670 D.6' 665 1.1' 1.5' 1.8' 665 'NYLOPLASTYARD I 67 TO YD-7A PROPOSED S SANITARY SEWER SERVICE LATEPE TERAL CROSSINGS SANITARY LATERAL NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1ASFOUND IN VERTICAL GRAPHIC SCALE THE 2oo8 ROAD AND BRIDGE STANDARDS. 5 0 2.5 5 10 20 )TES: NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH ALL FILL TO BE PLACED AT 95%COMPACTION. OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. ACCORDANCE WITH STANDARD SL-1 AS FOUND IN ( IN FEET ) MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM THE 2oo8 ROAD AND BRIDGE STANDARDS. 1 inch = 5 £L. SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. FBEDD PE CAN BE USED AS AN ACCEPTABLE TE FOR RCP FOR THE DRAINAGE PIPES. HORIZONTAL GRAPHIC SCALE IL ON SHEET 17 FOR HDPE PIPE INFORMATION. 50 0 25 50 100 200 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. 670 • • 191� 0+00 0+50 1+00 1+50 2+00 YD-7 SERIES PROFILE io 00 W XISTING GRADE (TYP.) STR:76 VDOT STD. DI-36 (L=io') 00 11x a d d STR:7oD VDOT STD. DI-3B (L=6') o m TP=66o.00 00 o°D m u 00 TP=663.67 ^O INV IN: 65z.68TO76B 11 STR:8o VDOT STD. DI-3B (L=6') 0 0D mOF m 0 In x m p o INV IN: 6 o.z TO of F O O N d INV OUT: 65z.58 TO 74 STR:8z VDOT STD. DI (L=1z') F O O p u 5 5 7 Ln F F a TP-668.z5 1n F F m °a000 0°00 ° o ^ 0 INVOUT:6 o.1 TO o F N N" u TP=66g.4z F r^ p F a a0 0 ^p p� 5 5 7 0 a n INV IN: 663. TO 8z INV IN: 661. TO 8 O ? O o F O- O p p F F F 0 0 0 N ° INVIN:661.17T08o6 77 4 m 0 o, 0 ^� � ^ 6 O ^ FFn^ F-Ln � H-0-^o� N �IDW 0 , 00 w INV IN:663.67TO82B > o��F N F 7 F o m F p W 70 INV OUT:66o.67T078 0 .. PROPOSED O �v Co O N m F F m d INV OUT: 661.67 TO 80 Z z 70 GRADE (TYP.) m> WD , F 0 ^'D o o Co F > N 0)w C 00 a TPR663.75DOT STD. DI-3B (L=6') a > > O Ln o m run >>> N 'i .. S m l0 F M Ln O)kD F Z Z Z O" 675 O STR:84 VDOT STD. DI-3B (L=8') r z z z to z p _� F 675 a 0 Z _Z x ° I x m m a .. INV IN: 65o.5z TO 7z - - - 0 0 �� ^ p J - 7 7 - m 11 >> 00 D O m a» m O> °. O Z Z INV OUT: 65o.4z TO 7oD _� N w w H Ln p� p O m NVN:66z.1oT086 F"Fzz �a> 66 �Fzzz ��zz o--O --- -- ---- �wzzo F F� v' F 66 It inFZ 5 -- Fa>>> of ii 0 �ry 00 p moo I OUT: 66z.00 TO 8z F z z z _ a z z z >> °o m W 0 o pF - --- - \ m okD F o ^w 670 o ` 670 ` / \ \ kD Z 0 p o m� EXISTING GRADE (TYP.) PROPOSED 8" DI Typ `T1 v~i �? ? `� Oj STR:74 VDOT STD. DI-3C (L=8') > �o F { ) \ ` z °o �_--- FILL (TYP.) WATERLINE CROSSING 660 660 INV IN: 657 0o TO 50 78 ^ o ? O PROPOSED 6" DI F a > > WATERLINE CROSSING 3 9 PROPOSED 8" DI PROPOSED GRADE (TYP.) INV IN: 652.18TO76 vi WATERLINE CROSSING �'3 665 INV OUT: 652.o8 TO 72 1 PROPOSED 6" DI PROPOSED 6" DI� :::724" RCP 15" RCP t13-1-33LF Qa 0.56% 1 " RCP 39.67 LF Qa i.00% 660 1 0' z4" RCP 147.83 LF @0.83% 66o 43.og LF @a 0.53% RCP 7o.84LF C'I PROPOSED 8" PVC PROPOSED SANITARY 8" PVC SEWER CROSSING SANITARY SEWER CROSSING 655 24" RCP z 655 33.26 LF Qa i.5o% 23.92 LF Qa 1.42% 65o 650 vl ul O O 0 1� �O O ^ W ^ O N O O 0 W 00 ,D N 06 W ,D 00 o0 � Ol D O N D p N w w N W ei 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-88B - STR-74 PROFILE 655 WATERLINE CROSSING WATERLINE 7io6.94 CROSSING L PROPOSED 4 WATERLINE CROSSING 1 5 85.16 DI 15" RCP LF Qa o.76% 655 15" RCP 650 CP 78.29 LF Qa o.51% 650 30" RCP ° @ 0.52/o 30" RCP 172.8z LF @0.52% 79-94 LF � °.58% 30" RCP PROPOSED 8" PVC 30" RCP 3z.89 LF @ 0.52% 15" RC°P SANITARY SEWER CROSSING 59.85 LF @o.53% 30" RCP 29-54 LF @o.51/0 645 47.27 LF Qa o.660A 645 O I, 00 0. L O ^ m O `i V1 O Ln V1 01 L 01 ID M O lA O O L O O O v1 O N 0) 00 N N ^ lD 00 M " w M r � 'i .t M M N M LA l0 W n'1 lD W' M ^ P'1 <D M N W rl O w W l0 l0 �o 10 10 �o l0 l0 W 'o 'o W 'o 'o �o 10 10 10 w kD 0 'D kD o <D w 10 0+00 0+50 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+oo 5+5o 6+oo 6+5o 7+00 [STR-76D - STR-40 PROFILE SCOTT/R. COLLINS Lic. No. 035791,E 09/13/21 w� ., W N 0 0 z Cn ^Q Cn � J N O CD6 m N Q J J Lr) J Q W > Z W LL LU a- __J H id = UJ W U Q W L Y = Ln W a ~ U O U) J � Jul _ W = Lr) LLJ H O LL W ~ a Q 0 0 0 oC N Lu J ­__0 w F W Q W d V) JOB NO. 112066 SCALE 111 _ 501 SHEET NO. 17 DRAINAGE DESCIP�TION3TMPE 1 - 6a4,w - - - 1, PROPOSEDYARD�/ _ 1 J r Structure Area C\v t PIPE INFORMATION INLET INFORMATION r m e � � � � � � � � � �_ � � �� m � me � mm Im m o - - - - / - - - - J c TT�� STR. NO. DIA, LENGTH' SLOPE INVERT INVERT Curb SLOT RIM , 6e4T 68, ew PROPOSED ROAD - _ - - N _ - - _ '-'' I j �/ - - - - - - - - - - -� - _ _ (Acres) lO.� ^ (�j, ITT - (in.) (it) M IN OUT Type LENGTH ELEVATION _ - -_ - DRAINAGE SYSTEM- - - M - - - - - - �- - 38 DI-3B OGE 10 668.33-__ - - - -686--_ \ --- 37 15 41.02 6.48% 663.33 660.67 RCP a 100 I_ __ .______, ==RAIY SYSTEM / L- ---\ --\\ _ O 36 DI-3C CGS 8 665.87 - _ _ _ a° - 94 6 - _ 9$ - c _a ! ^ / \ \ \ -\ 9 _ - - - - - \ 30B 0.25 0.70 6.0 Gl 32 0.28 0.75 6.0 �SCOTT R. LLINS'Z - - 35 15 32.72 0.70% 659.08 s56.85 RCP I _ 34 DI-3B CGE 14 665.67 _ - -- - �' \ fY/ \ \ ~' - - - 33 15 72.01 2.67% 65875 65683 RCP I L .y -- -�E ,' \ , / - - \ \ \ / - \ - I \ I \ / 34 0.33 0.70 6.0 Lic. No. 035791 � _ 1 I _ � I _0/0 DI-3BPRIVATAM /36 0.12 0.60 6.0 4 31 15 146.79 3.18% s55.00 650.33 RCP / - f/ 11 / VRT� O 09/13/21 tv 30 DI-3B CGE 10 657.33 - - - - I I I aLL [vyemEN w ♦ / / : , \ _ _ V A A A \ A 1 / 36B 0.42 0.70 6.0 Ev S r - w�DrH 29 18 167.90 1.03% 650.00 648.27 RCP 1 / w �+. I / i I - - - 3 0 \ \ \ I S`�rONAL �G � ��� "�" fi \ \ \ \ \ \ 38 0.16 0.70 6.0MEN w l_ � �L � I � \ \ w Z� i i ♦ u �,��, fi o I A\ �o� \V A \ \\ 40 0.21 0.75 6.0 1 8 30B DI-3B CGE 10 657.50 40B 0.24 0.75 6.0 w z 30A 15 33.18 1.27% 650.75 650.33 RCP I / 92 r♦ % /I. +. _ L h 1 -`�_ V A A / IL�'♦� I\► // // 44 0.53 0.75 6.0 36B D/ 44D 0.38 0.70 6.0 3.190 wB cGE z eszsoo / ♦ ♦ a 36A 15 s7.32 % eez.5o aeo.e7 RCP �\ .9 -__ / f/ ♦ /•��,- �� � �-".y=:�. /� - I \ / j / // ROPOSEDDRAINAGEDIVIDE(TYP.) 46 0.06 0.70 5.0 `o w � � - �, ♦ ��-.-����.. � .I V -\ 'v '�j -. \�- / � / / / 48 0.19 0.70 6.0 541 DF7 - - 666.83 r•-�� �_ _ --- � - -\ / 54C 15 20.53 2.43% 662.50 662.00 RCP �� �� �\ ♦ (q� % / , / 50 0.28 0.75 6.0 0 54E DI-3C CGE 10 667.5e y� B ,-o -----, -♦ 0� pq \��- ♦ i-e%Q / r r \ m \ / r - - / / / / / 50B 0.19 0.75 6.0 ° 54A 18 39.66 0.60% 660.67 660.43 RCP-- - \ Bg / 5 54 DI-3C CGE 10 667.58 I - - , - P(/ KRIO .. f' ��� / l 1 fi \ / / / /�� / 52 0.12 0.70 6.0 53 24 197.83 0.54% ------ ----27 RCP " _�� I� , 1 ;I e�fC/jOAO EDI�/� � I f'_' / - - Q " PROPOSED ROAD �6�a E ��� 1' _ .--- �� 52B 0.12 0.70 6.0 52E MH - - 670.33 - - I I �� /w V \ m / 1 DRAINAGE SYSTEMy♦-------- 6 - \ / / \ - - / / / / 8 szc za 75.76 os3% 659.17 65e.77 RCP I I 6 g �► \ / 54 0.50 0.60 6.0 52 D13B CGE 6 669.33 I .I \�.. , 4 •.: -•:• I / / / CO / i I I 1 r \ \ / / 54B 0.36 0.80 6.0 U) I YSTEM - ✓ v / / V/ 51 24 64.36 0.50% 658.67 658.35 RCP I ' PROPOSED YARD DRAIN S1� / / SOE DI3C CGE a 668.92 6, 41 ♦ \ _ / ^ / / �/ / _ \ 54D 2.89 0.40 10.0 z 50A 24 32.68 0.70% 658.25 658.02 RCP I I I 1 I -D-��- - - 3 �� - . : \�9 1 / 1 L - i / / / i 56 0.10 0.75 6.0 o 50 DI3C CGE 8 668.92 .-\ \ •`•c::' , 49 30 64.49 0.50% 657.92 657.so RCP I Am ; i � - - \ / - - / / / / 56B 1.06 0.40 10.0 z 48I I m 47 \ 58 0.09 0.75 6.0 U 3 46 DI-38 CGE 4 666.92 I , - J O 45 30 44.40 0.52% 656.83 656.60 RCP I m I I 1 I I p �.. '_.� r♦ , II ` / -� V / � �- 68/ / / / O F o / i I"I 4a DI-a6 ccE 1a ss5.7s 60B 0.23 0.40 8.0 Q w � � � ' � QB � A / � / / / � / En m 43 30 19.13 0.78% 656.50 656.35 RCP I Ij .? O $ _ ___ r♦ ,A / , `/ v� / �2 - / / / / / % 62 0.14 0.45 7.0 42 MH - - ss4sa -I-� I ¢ 4 I `. ! , J / /VA A / / - - - - - / - / p 41 38 58.78 1.28% 656.25 655.50 RCP m `^ s/s A I fI - --- I I ! ♦ ♦ , - l� / \ / / ' - / / / 64 0.07 0.50 7.0 Lu 0 40 MH - - 664.00 II ��� I' / I _ � : _ ♦ � � V / � / , - - - 64B 0.05 0.65 6.0 39 36 45.16 1.86% 648.75 648.00 RCP I m - - i / ♦j 60 w I I �i -_ _� _�HUMg ♦ / / �� A� /� �\v / // 1 �/� ��� -- 1/ 66 0.05 0.65 6.0 o J f3oB -PRfv bT ST ; \ < \ - / - - - - / j ,� I w I `, 7 _ ATE RO REET ii ♦ - ' ' - / , / / , ) 68 0.14 0.75 6.0 DI313 CGE 2 889.58 44C 15 113.81 2.11% 664.58 662.18 RCP./S 68B 0.21 0.75 6.0 44E MH - - 887.08 \ ..1 _ ' I F- _ _.. - _ - 7 I S / / / / , - / \ o `� PRO OSED YARD DRAIN Y TEM 70 0.20 0.75 6.0 44A 15 76.58 2.06% 662.08 660.50 RCP I �1 I \' n °' -� \\`�. \ - / / ` _ ♦ �\\-\\ _' `•' ; / / - i / / / / / / --b / ,�, \ �" ♦ ♦ BzB �I/ J ! ♦ y �� _-/--� -- ♦ V 70B 0.33 0.70 6.0 $ • 70D 0.12 0.80 6.0 52E DI38 CGE 8 689.33 I I ��. / �� 7 - 54D \ 1,'-• c 52A 15 32.88 1.00% 882.50 882.17 RCP I I 1 / ♦ /� 4 �� - - „7 ... - V I �; ]8 - i / ♦ ♦ p y� v ♦-♦ ♦ a� 702 0.19 0.50 7o .0 i 68E DI-3B CGE 10 688.17 v - ♦ �grMeO ♦ )� 0 0 0 0 0 -,� ` 72B 0.14 0.75 7.0 68A 15 28.06 1.43% 681.33 680.93 RCP I f I , " - - f f� _ / T, "�7<FY��.$ .' ♦ ♦ 56 ♦ M_rf �_�� PARK RIDGE DRIVES - - ---, o ° 66 DI-3B CGE 8 688.00 m r-. 1 ]7T - efi� _ - _ - - __ , l - _ / (25.. TiQ D-10 ♦ - 2D - 74 0.31 0.60 6.0 O 67 15 76.16 4,37% 680.83 677.50 RCP I I II F ----- - --- so ` / FqS FF% ! ♦ _l� S - o o !t o o-------_ _ _-- - _ : � � FM f :R _ . ,. o � _ 76 0.27 0.80 6.0 .. 66 131313 CGE 6 682.25 W N 0 65 15 63.26 3.95% 676.17 673.67 RCP I -.-� �_ �_ _ t, f_ �.? �,... / / / / , __ _ ---670 76B 0.26 0.85 6.0 H obi - I ♦_♦ ♦ A _ PROPOSED ROAD ► - 44D-- z b72 o E / sa D13B ccE a 67sso I I I r ♦,- L. .Fria 76D 0.15 0.75 6.0 a -_ DRAINAGE SYSTEM - 1 63 15 35.17 1.36% 672.33 671.85 RCP / 1 , - 4 r♦ O O 62 D13c ccE 6 678.e3 I I ' - _ 7z6 ♦ ♦-♦ ♦ ♦ , , --j r 7a - �i PA E 78 0.06 0.60 6.0 = --�� ' .. si 15 92.10 1.07% 671.75 s7o.77 RCP I ]�B % / -- ` ------ -�.. PUB EVER / l-��- ;! l l , rl - _ - �.')' - - - - - 60E DI3B CGE 8 678.42 I I 1 7b UORogD wA 70F a� -// / L- o s 60A 15 40.17 1.00% 670.67 670.27 RCP-- I 60 0I-3B CGE 6 678.33 :6D _ _+ /- I --_ l /. - )♦ / % // GUI f': 526! /' / , LOT 73 II-{. 80 0 08 0 85 6 0 59 15 141.23 1.52% 670.17 668.02 RCP " �\ -1 I I 6 `(` --- _ - / ` l �/ _ / _ / LOT 74 -SFD y \ , ]DB /! i, / Q , ` - / era/ SFD / \I 58 D1313 CGE 6 675.50 I I ]OD , 57 15 136.00 1.88% 887.92 885.35 RCP I I I -- � � � / � _ ' - � � '� �� ♦ / l Q l l l � / , /i /` � / 1 56 DI-3B CGE 8 672.50 _ _-` -7 I - / / ! 7, r / / / 55 15 30.35 2.47% 665.25 664.50 RCP - i �. b' (P1� -(-t _ ♦ ♦ 4 j / . / IF / I .., - f, ♦♦ , oB 56E DI3B CGE 16 672.50 I'/ -. - s---- ��� / All ♦ BLOFD/ / 56A 15 39.70 1.00% 665.75 665.35 RCP N \ 64E D13B CGE 8 679.67 I , j .i•.�." _ -- _ \/q =\i_ /, \ / Y_-. 5 \ _ it l 46 \ 64A 15 28.61 2.59% 673.17 672.43 RCP '..�.-`/--- ..j' . . . . . . .. . . \ r LOT 7 781 DISC CGE 8 857.87 76C 15 85.16 0.76% 653.58 652.93 RCP . s LL - LL LL - �- ^• ` p ` ss - ! 1 76E DI-38 cGE 10 sso.00 .`.'. ..'.'.•.`.'.•. ••`. `. `�. k- --+ - - - - - - 76A 15 29.54 0.51% 852.83 852.68 RCP - LL � � � • • �� - - �LL\� • m • �` � - - /'. / 76 DI-38 CGE 10 660.00 '• -'- �•�-- \ \ 75 15 78.29 0.51% 652.58 652.18 RP 1 DI-3C ccE a sszso -�•...-�\��- \�.---.-.•.-. `-- \ LOT 77 R OSED YARD DRAI N SYSTEM\ 73 30 106.94 0.52% 652.08 651.52 RCP ` �T \ \ 72 DI CGE 6 663.58 I ..,.,:- ` - �.:.:. `. \ - ,� \ \\ / F : �` l 1 ' ' ` \ / \ D -78 s \ 71 30 172.82 0.52% 651.42 650.52 RCP '� `\•-`�\ ` `' \ �\ , / / // / SFD / 1 t'- A T' 1i�v, -,A 67 s \ 70F 13I313 CGE 6 663.75 - - - - - - - - - - - - � �� � V /`�`� \` / I l I l r ♦� �v �, � ' / 70E 30 32.89 0.52% 650.42 650.25 RCP - ,' / - I-' • ` ` \ �� _-�� / / /, r�- 701) 131313 CGE 6 663.67 - ---d -� \ .•.\. •-•`t _.�:• -_`. •.•-•.-• \. `••- \ \ �) '` , // �,"``\\� / / / / - _ 70c 30 79s4 ose% 650.15 649se RCP 70 DI3C CGE 6 662.83 T / \ \ '.'(.'.' .�. \•.'\'.' `LLM. \ \ \ f r / - �-. '� ! l ♦ l/ ♦ i 7 ! �� \, �'�, ss 3o azz7 oss% s4ssa s4s.z7 RCP / 1 "r% \ \ / /e^ I L� 406 DI3B CGE 8 883.17 _ _ '/ � // \ � \ I .kl'�.. \ \ �. `• / / -./ , � /, `�.'li/i I ' 40A 30 59.85 0.53% 649.17 648.85 RCP i � / \ �\ 1 \ '. �..`.\ ..'.`.' •"' EXISTING STORMWATER 0 .:.MANAGEMENT FACILITY, cGE 'I 70E DI-3C 10 662.83 I` 70A 15 32.68 2.05% 656.50 655.83 RCP 7 /`�... - \ \ k '. 1 \ LL LL LL LL • ( \ \` `•�•• \ �' / / m / / r '-_ i /'. �' ` ! ) y i 7zB DI-3B ccE s ss3se / / \ \ \ 1 \ \ �•' \�' // -- ,� ff PROPOSED ROAD 72A 15 32.77 t01% 858.75 858.42 RCP / `` - 'v/�- v\ \ e _ - / - - ° I r ,o is YD-6E 1 / ` • . '.- ------ ,\\\ 1 B � / DRAINAGE SYSTEM 88B DISC CGE 8 871.87 / / `% N _ ` L I MA 15 39.67 1.00% 664.67 664.27 RCP \36B _1 / I 86 DI3C CGE 6 671.67 T _ �\) \ \ \ -.. - `_�_- \ o \\ �' - O, • -:� / t_= _ _ t i/'• I 87 15 131.33 0.56% 664.17 663.43 RCP / l \ \ \ \ \ \ \ LL - • • - `- - ! - -- , \ \ / �_ ) \ \ \ II 1 ♦ RKL COURT. ; -^ II 86 MH - - 673.00 \ \ \\ \ \ .\.'.'.'. `. - BA ! / \ \ \ \ \ \ \ 1 1 L - UBLIC ROAD( 4�RIW) �> / �/ , -- 85 24 147.83 0.33% 663.33 662.10 RCP L \�\ \ \ � \\ '' .\'`.'.'``.'. `.' `.'. ` \ � II 2re 34 P ...?I _ , 84 DI-3B CGE a 670.17 - �� - 1 \ \ \ \ \ \\ \ \ \ \ \ \ \.\.\\.'� I 3 - - -_ - -41111 S,� / \ ..53% 882.00 881.77 RCP . LO 8832 24300S \\� \ I • 81 24 23.92 1.42% 661.67 661.33 RCP 80 DI3B CGE 6 668.25 - _ \ \ \ \ \\ \ \% '�A. 79 24 70.84 1.65% 660.67 659.50 RCP \ \ \\ \.••'•'LL'-'LL�aj DI3B CGE 6 664.50 \ 1 n za 33.26 1s0% sszso ss7.00 RCP - \\ \\�\ \ \ \ \ \ \ \ 1 �.. -.�•�,\LLs- \ ;1�--���---o _ I -f_ � � / /� � � 9T-85- - YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH" (A.) SLOPE(%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION YD-BE 18 Yard Inlet 671.50 12 89.67 1.12% 668.50 667.50 HOPE YD-61D 18 Yard Inlet 672.00 12 84.00 1.79% 667 50 666 00 HDPE YD$C 18 VaM Inlet 670.00 12 95.00 8.42% 666.00 658.00 HOPE YDBB 1 18 Yard Inlet 662.00 12 54.50 6.11% 658.00 fi54.67 HDPE YD-BA 18" Yard Inlet 657.67 12 79.00 2.11% 654.fi7 fi53.00 HDPE VDE 12 Cleanout 658.67 12 26.92 2.49% 653.00 fi52.33 HDPE Y0.7B 18 Yartl Inlet 670.87 12 97.04 1.03% 867 87 fi8fi 67 HDPE Y0.7A 18" Yard Inlet 669.67 12 94.83 2.11% 666.67 664.67 HOPE YD-7 12" Gearwut 669.17 12 12.92 2.63% 664.67 664.33 HOPE Y0.7C 18" Yard Inlet 671.00 12 107.11 1.24% 668.00 666.67 HOPE YD-8 18" Yard Inlet 669.00 12 92.08 1.09% 666.00 665.00 HOPE YD-9 18" Yard Inlet 671.17 12 20,00 0,75% 666,17 66802 HOPE V0.10B 18" Yard Inlet 673.00 12 4 im 1.20% 670.00 669.50 HOPE YD-10A 18" Yard Inlet 672.50 12 70.75 2.83% 669.50 -.50 1 HOPE YD-10 12" Geanout 670.50 12 28.17 6.82% 667.50 665.58 HOPE YD-11C 18" Yard Inlet 674.00 12 72.33 1.38% 671.00 670.00 HOPE Y0.11B 18" Yard Inlet 673.00 12 82.83 1.59% 870. 30 669.00 HOPE YD-11A 18" Yard Inlet 672.00 12 62.83 1.59% 669.00 668.00 HOPE YD-11 18" Yard Inlet 871.00 12 74.25 1.01% 668.00 667.25 HOPE Y0.126 18 Yard Inlet 586.00 12 85.00 2.11% 683.00 681.00 HOPE YD-12A 18 Yard Inlet 684.00 12 68.67 1 7.28% 681.00 676.00 HOPE Y0.12I 1 18" Yard Inlet 680.00 12 30.33 1 3.56% 1 676.00 674.92 HOPE 80B 0.09 1 6.0 19 ; 80D 0.29 0.80 6.0 z 82 0.30 0.75 6.0 Q 82B 0.25 0.75 6.0 J 84 0.14 0.65 6.0 f� 88 0.12 0.70 6.0 88B 0.39 0.60 6.0 90 0.21 0.75 7.0 C\1 J ° 90B 0.45 0.70 7.0 92 0.11 0.65 6.0 c 92B 0.05 0.55 6.0 N o 94 0.30 0.60 6.0 c 96 0.18 0.60 6.0 98 0.21 0.60 6.0 N 0 100 0.33 0.65 6.0 I Q Q 102 0.34 0.70 6.0 > 0 0 YD-6 0.00 0.90 5.0 J J o YD-6A 0.35 0.45 7.0 J Q YD-6B 0.14 0.45 6.0 > z YD-61C 0.11 0.45 6.0 vj L11 LLQ o YD-6D 0.09 0.30 6.0 CC YD-6E 0.29 0.40 7.0 G 3 YD-7A 0.18 0.60 6.0 i--i L u YD-7B 0.12 0.50 6.0 'u' i--i YD-7C 0.22 0.45 6.0 Q j Q 0 YD-8 0.05 0.65 6.0 _ � z o YD-9 0.05 0.60 6.0 C1 Q Q YD-10A 0.04 0.60 6.0 Y = o YD-10B 0.11 0.50 6.0 Lu > YD-11 0.23 0.45 6.0 �_ E m YD-11A 0.13 0.40 6.0 J o YD-11B 0.16 0.50 6.0 U J Z YD-11C 0.10 0.50 6.0 = w YD 12 0.23 0.40 6.0 z YD-12A 0.18 0.45 6.0 Lu O Z YD-12B 0.11 0.55 6.0 z \\ / /SFA,4� \ U) LL O F_ V \\ SFA / //�/ / // / o \ \ \ \ \ %.' '- \ \. ` 1 I ROPOSED YARD DRAIN SYSTEM / -LCIT I is ' iI / /\ySfA / / w 80E DI3B CGE 10 667.67 \ \ \ \ \\ \ \ \ \ \ \ \ 1 - o u I - \ \ I : / // - �F-A.OT c7V 90 ,LOT -� / / o \ \ N. �� r - . I * i 3FA- L9T� �I / aoc 5 zs.oz 54% ssz.az ssz.oz RCP _ A V \ J ',' . . A - /� / - A �' \ \ V A \ V A �'.`. `..`..`.. Vi I q v v♦ AOTss / / s o sr�� , 80E DI3C CGE 8 667.17 �. �- - - LOT 1 LL 80A 15 118.59 0.83% 881.92 661.17 RCP \ \ \\ \ \\ \ \ \ - \ / - �6�q f'/ - - - I I -666 I / / 1 SFA a O 'emu Pu \ I I\\\\\ \ \ \ \ ; \ .-.-.'.'. \••ID ���Illfff ' �\ / ../� - / / \ /� \ / \ LOT 82B DI-3B CGE 10 672.00 - \ \\ \ \ \ \ \• .` \.'. \ , I - , , 1 \ ;� ` ` \ / ! // / - - - -664� / \102 A- O x _ svn y 82A 15 121.84 2.12% 866.25 683.67 RCP I / / / I \ \ \ \ \ \ \ \ \ _ r 1 , ♦ \\ SFA 1 \ / Ill 87 // / - - - - - - / L 0-666J535 �- ` / 1 `• 6a/ 62 wa j' - Z rcxc 1 \ \ \ \ \ \ 1 ` c-. .,.''� I\ / ♦. I\ / 66/ I OPEN SPACE \ 102 DI-3B CGE 12 678.92 / �� - - \ - \ - -�--- -,- 1 C d ` \ \ \ , 0 6 I 0 101 15 105.29 0.69% 672.83 672.10 RCP 'I I 1 \ \ - ----- - - '� I_��- ! ` \. v'/��� eaR=6ea° - / I "O" / / \ - € \ // ` , sFe-ssss, ^ iI SPACE LOT 112 I I I ` LOT 103 w 106 D13B CGE iz 67683 / / I / I \ \\ \ \\ `.�'.'\`'''.` `' � 1 \ ,,I \ :\ '7 I \ / \ 00 >E 1LOT 111 LOT 110 �1.09 AC ` SFA / w - -� I \ \ \ 1� \-V�'_'�--.--I-.-. `� w \ v v v f / ���: / - / �G" SFA I SFA LOT 109 LOT 107 / r'� E r•a u _j ss s 65.86 37% 672.00 67110 RCP - - _ I \ �' / / \ \ \ \ PROPOSED DRAINAGE DIVIDE TYP. / SFA LOT 108 �w4 + 98 DI3B CGE 8 676.00 I I / - -� 1 \ 1 I I .�' i`'.' ` / , \ \ h \\ l / \ I •• \' ( -)09 ACRES / I SFA I SFA SFA \ LOT 104 • :. O SFA V - 1 LOT 10\ �� D � w as DI3c cGE a 675so /_ �/ \ �- ".1" \ .':� ��wvv���►►► v _ 95 15 20.19 0.75% 670.50 670.35 RCP / / '(/ / I V � I I I � •V-�V - --�-`-`--.,�. A�`�'.A �-�� V A ' I / V % ��/ 6 � -- _, ` SFA � ••� � O eonRo I / - 1 //vv /v 7 ' \ ' ' ( I 94 DI-3B CGE a 675.67 / / / RA� 'l. SI.�LE I 17 II -. .�:-.`�.:..::. y'w-. A. -.A.\ �� V /v ♦1vF\. �' / A �V /// y / OT \ �00 a .A.'. 93 15 92.73 1.15% 870.25 889.18 RCP _ / 0 / 30 60� / 20 / I �24yh, I \,.L`\-„ A\-� \ L SFAS `�Q' JOB NO. 92E DI-3B CG-2 4 674.08 - 6 _ / Y ], . . j \ . �.'.'�. \ `.. 4 \ C /� \ LIC ROAi\�NF �\ Q �� _ 2066 /I szA a za.91 ose% ees.oe 888.85 RCP / / I .'.�. _ F TION T R SYS 1 \ (Sq per_ \ Q 92 DI-3C cG-z s 674.00 - \ �✓/ \ ' ��'V) - / SCALE 91 18 38.45 1.15% 668.75 668.33 RCP - CONNEC O ROAD TEM , -L / I l.. L ... �' INSTALLED WITH GLENBROOK PHASE z / // \ / / 90E DI-3B CGE 14 674.75 \ / / - �- / ( I FEET 1� / / / 1 1, ,\ .,. .�, \ \ '•. s / rb e :" � ::' ��} � ♦ \ � � o 90A 18 39.80 1.26% 667.75 667.25 RCP / 1 inch = 60 ft. / eo D13B CGE 10 674.75 \ / / / I 17 I I 1 \ \ .'.'\'. ..-.�.`. < //�\ \\\ `` / \\ \ SHEET NO. / 89 24 27.97 1.18% 667.00 666.67 RCP / / I I I I \•-'.'\', .',` •.`.`` \ / \ \11 S-.v 5 w zg / Design Slarm Year- 10 Design Year: 10 Project: Olenb,00k2B Sobff: 112056 Prepared by: AMI. PE �TH 0 j�%_' ` , 0 O SCOTT R. LINSZ r rrww \/ Lie. NO. 035791 V> vd �• 09 13 21� O t SIONAL F's(S1 PoEYT DOWNSTREAM S"STROD3 DRAM AREA RUNOFF NEFF. NCR G ACCUM MIET TN1E RAM FAIL RUNOFF Q INVERT ELEVATIONS LFIJGTH SLOPE DIA CCITY CITY VEL FLOW TONE ACRES C MIN MM CF.S. UPPER WSVER FEET F11FL N'CHES CTS. F.P.S. SEC 38 0.16 am 0.11 0.11 6.110 6.35 OJ 36 663.33 660.6] 41.02 0.0548 15 I6A 6.6 6.2 36 0.12 0.W 0.07 0.48 6.14 6.31 3.0 M 659.03 658.85 32.n O.W]0 15 5.4 4.5 7.3 M 0.33 0.m on 0.71 626 6.28 4A 32 65825 656.&3 n.01 0.01b] IS 10.6 82 8.8 32 0.28 0.75 0.21 aw 6.41 623 5.7 30 655.00 00.33 146.79 0.0318 15 11.5 9.3 15.8 30 0.21 am 0.15 110 &31 5]4 9.5 EX-14 650.00 618.2] 16290 0.0103 18 10.7 68 247 30B 0.25 am 0.18 0.59 821 5.76 3.a 30 650.75 650.33 33.18 0.0127 15 7.3 5.8 57 z O M M `/ W Z O L -1 Q Z O .1 Q k m � In .�-I I Z d J I- � 0- O OY J Q Z ME 0.42 am 0.29 ON 6.110 6.35 1.9 36 662.50 66167 57.32 0.0319 15 11.5 69 8.3 Y ON 0.40 0.12 0.12 7.110 6.07 0.7 YD6D 668.50 667.50 89.67 0.0112 12 4.1 39 23.1 Y D am 0.30 0.at 0.14 7.39 597 0.9 YD-6L 667.50 666.00 84.00 0.0179 12 52 4.8 125 Yl- 0.11 0.45 0.05 0.19 7.68 5A9 LI YD-6B 666.00 M8.00 95.00 0.0842 12 112 9.0 10.5 YD6B 0.14 0.45 am ON 7.85 SAS LS YD6A 658.00 654.6J 54.50 0.0511 12 9.5 8] 6.3 YDfiA 0.35 0.45 0.16 0.41 TOO 5.ffi 2.4 YDb 654.67 653.00 'N.00 0.0211 12 5.6 6.8 IL6 YD6 ON 0.90 am 0.41 8.15 5.78 2.4 30B 653.00 652.33 2AW 0.0249 12 6.1 72 3.7 MD 289 0.40 L16 1.16 10.00 537 6.2 ME 662.50 ORIN 20.53 0.0243 15 10.1 8.6 2.4 %B 036 ON 019 1.41 10.% 536 7.7 59 660.6] 660.43 39.66 0.0060 18 8.1 5.2 7.6 54 0.50 O.W 0.30 V4 10.p 53a 9.3 MD 660.33 65927 1W.83 0.0054 A 16.6 5.4 36.5 52D 000 0.90 am 2.90 10.J7 522 152 52 659.17 65&A 75.76 0.0053 A 16.5 5.9 12.] 52 0.12 am am 3.0] 10." 5.18 15.9 SOB 658.6] 65835 6436 awn 24 16.0 5.8 ILI SOB 0.19 0]5 0.14 3.21 11.1] 5.15 165 50 65825 658.02 3268 O.OWO 24 18.9 6.8 4.8 50 ON 0.75 021 3.69 1125 5.13 189 48 657.92 fi57.60 64.49 0.0050 30 29.0 6.3 103 48 0.19 676 0.13 3.82 11.42 5.10 195 46 657.50 656.93 105A6 O.OIN4 30 30.1 6.5 162 46 006 0.70 aw 337 11.69 5.05 19.5 44 656.83 65660 44.40 0.0051 n 2%6 6.4 6.9 44 053 0.75 0.40 0.64 11.81 5.03 23.4 42 656.50 656.35 19.13 O.OIrn 30 362 7.8 2.4 42 am am 0L0 9.34 11.85 5.03 4.9 40 656.25 655.50 5&78 0.0128 M 75.5 11.2 5.2 40 021 0.]5 0.16 14}g 11.9i 5.01 n.0 SWM 648.75 648.00 45.16 0.0166 M 85.9 13.6 3.3 49D 038 0.70 627 0.35 am 620 2.1 44B 6M.58 66218 113.81 0.0211 15 9A 6.1 18.5 44B 0.00 0.90 0.00 0.38 6.84 6.11 2.3 44 662.08 MOM 76.58 0.@OS 15 9.3 6.2 12.4 52B 0.12 am am ON Am 635 0.5 52 662.50 662.17 32.68 0.0100 15 6.5 3.1 10.4 68B 021 0]5 0.16 0.16 6.Ip 635 1.0 68 681.33 68093 2&06 0.0143 IS 7.7 4.3 6.5 fib 0.14 0.75 0.11 ON 6.11 632 12 66 68183 6A.50 76.16 0.0437 15 13.5 7.3 10.4 66 old 0.0 0.03 0.30 628 627 1.8 M 676.17 673.67 6316 0.0395 15 128 7.3 8.6 bi 00] 0.50 O.W 0.36 7.00 6.07 2.2 62 6n.33 671.85 35.17 0.0136 15 7.5 5.3 6.6 62 034 0.45 0.06 0.43 7.11 6.04 2.6 60B 671]5 670A 9210 0.0107 15 6] 5.1 18.1 W ¢ `--' fV eM-I O\1 CD ME on 0.40 am 0.52 &00 5.81 3.0 W 670.fi] 67027 40.0 0.0100 IS 6.5 5.1 ].% 60 006 0.75 0.05 0.56 &13 5.]8 3.3 58 6M.17 66&02 141.23 0.0152 15 8.0 6.1 23.0 58 ON OJ5 O.W am &51 5.69 3.8 Sfi 667.92 665.35 138.00 0.0186 IS %.% 6.9 20.1 56 0.10 0.75 am 1.16 10.14 53a 6.2 52D 665.25 664.50 30.35 0.0247 15 102 8.7 3.5 0 //ggam� r ��S/�A l' J /tom /V�/� (�I co 0! 1 /� 1 \ V rn6rn V! 1 `^V1 ` y W J I J I \ /� I 1 I W � O JN Q. U 1 111 LJJ I 1 I 11W1 W � /�� - Vl mi 1 1 ' LJJ N � Qi'� ( v Q ® N z J L.L - 1 J �� Q O J C`I Z F� I �, I� �� w � T\ ly0- J J �� O O 0 O O co W w / r1 V U z O _ /r \� D 1 1 J CI 1 1U1 W a T�F V� z _ N 0. Q LU ll.l 56B IOfi 0.40 0.42 0.42 10.011 537 2.3 56 W.75 665.35 39.70 0.0100 15 6.5 42 8.a 64B 005 0.0 aO3 am am 635 0.2 M 6n.1J 6nA3 2&61 0.0259 15 104 3.2 9.0 70 0.15 0.75 0.11 0.11 Am 635 0.7 76B 03.58 65293 85.16 0.0076 15 5.6 3.1 27.1 70 ON 0.85 om 0.33 6.45 AM 2.1 76 652.&i 65268 29.54 0.0051 IS 4.6 3] 8.1 76 0.27 ON am 0.55 6.59 6.18 3A 74 02.58 65218 '7&29 0.0051 IS 4.6 4.1 19.1 74 031 0.60 0.19 3.93 8.67 Sb6 n2 n 652.08 651.52 IOoN 0.0052 M 29.6 6.6 162 n 0.19 am 0.10 4.13 8.94 5.59 23.1 70F 651 A2 650.52 In.82 0.0052 30 29.6 62 26.0 70F 0.19 0.50 0.to 4.n 9.3% 5.50 232 JOD 650.42 65025 3289 0.0052 30 29.6 6] 4.9 70D 0.12 am all) 4.32 9.46 5.48 232 70 1 650 5 649.66 N.9a 0.0058 30 1 3 2 J.0 114 70 0.20 0.]5 0.15 4.]0 9.65 s.44 25.6 40B MOM W27 47.27 0.0066 30 33.3 7.5 6.3 40B 0.24 0.75 0.18 4.86 9.75 5.42 26.4 40 M9.1] 64&85 59.85 0.0053 30 29.9 6.9 8.7 70B 033 0.70 am 0.23 Am 635 1.5 70 MAN 655.83 3268 0.0205 15 9.2 5.4 6.1 nB 0.14 0.75 0.11 0.11 ]AO 6.07 0.66.071� n 656.75 656.42 32A 0.0101 15 6.5 3.3 9.8 88B 039 0.60 023 0.73 600 635 1.5 M 664.67 66427 39.67 Oalm 15 6.5 4.2 9.4 88 0.12 ON an 0.32 &16 6A 2.0 86 6M.17 663.43 131.33 0.01156 15 4.8 31 353 86 am 0.90 am 2.28 7.97 5s2 132 M 663.33 662.10 147.83 0.01183 24 20.6 7.0 21.3 84 OJ4 0.65 0.09 2.37 &32 5.]4 13.6 ffi 662.00 661A 43.119 0.0053 24 16.5 5.9 7.4 82 030 0.75 023 2.78 &45 5.]I 15.9 N 661.67 661.33 2192 0.0142 A 27+0 8.9 22 S1 ON 0.9 0.07 3.16 &49 5.70 1&0 78 660.67 659.50 70.84 0.0165 24 29.1 97 7.3 JB OOfi O.W 0.04 3.19 &61 Sb7 1&1 74 657.50 657.00 3326 0.0150 N 27.7 9.3 3.6 MD 029 O.SI 023 0.23 6.00 fi35 1.5 SIB 662.42 66202 26.02 0.0154 IS 8.0 5.0 5.2 80B ON 0.85 a" 0.31 AN 63 2.0 SO 661.92 mlA7 118.59 0.0053 15 5.1 3.9 302 82B 025 OJ5 0.19 0.19 Am 635 11 ffi 666.0 663.67 121.89 0.0212 IS 9.4 5.2 232 101 030 0.]0 02A 0.4] 6.61 6.18 2.9 IW 6n.83 6R10 IOs.29 0.0069 IS 5.4 4.4 23.7 100 033 0.0 021 ON 7.01 6.06 4.2 98 6n.00 671.10 65.86 0.0137 IS 7.6 6.3 10.5 98 021 am 0.13 0.81 218 6.02 4.9 96 671.00 670.60 53.46 00175 15 5.6 5.1 10A 96 0.18 0.W 0.11 0.92 7.36 5.97 5.5 W 6]0.50 6W35 20.19 ONES 15 5.6 5.2 3.9 94 030 am US 1.10 242 5.96 6.6 92B 6'111.25 669.18 92n 0.0115 IS 6.9 6.4 14.4 92B 005 0.55 0.03 1.13 Z66 5.90 6.6 92 669.08 66&85 23.91 O.OIN6 I8 10.3 6.2 3.9 92 OJI 0.65 O.W 1.20 7.73 5.88 ].I 90B 668]5 66&33 3645 0.0115 IB 11.3 fi] 5.4 90B 045 0.70 0.32 1.51 7.82 5.86 8.9 90 M725 66725 39.80 0.0126 18 ILS 7.3 5.5 90 021 0.75 0.16 1.96 791 5.83 IIA 86 66].00 666.67 27.9'7 0.0118 24 24.6 ].6 3.] Y0.]B 0.12 0.50 0.06 0.06 600 635 0.4 YP7A 667.67 666.67 97.04 0.0103 12 3.9 3.2 30.7 Y67A 0.18 0.60 0.11 0.27 651 620 1] 666.6] 66a.67 9a.83 0.0211 12 5.6 62 153 YD-7 0.W 0.90 0.00 0.27 bn 6.13 V SO 50 669.fiJ 6M33 1292 0.0263 12 fi.3 fi.7 1.9 YID-]C am 0.45 0.10 0.10 Am 635 0.6 Y 7A 668.00 666.67 107.11 0.0124 12 4.3 3.8 27.9 V68 0.05 0.65 0.03 0.03 6.00 635 02 44B 666.00 665.00 9208 0.0109 12 4.0 2.6 M.8 YDn old 0.W 0.03 0.03 6.00 6.35 0.2 56 666.17 6M.02 20.00 0.0075 12 3.3 2.3 8.7 Y 106 0,11 ON aw aw Am 635 0.3 VAIOA 6'111.00 669.50 41.83 0.0120 12 4.2 3.2 13.1 Y0.10A 0.04 0.60 0.02 0.06 622 629 0.5 Y610 669.50 667.50 70.75 0.0283 12 6.5 4.8 14.8 Y 10 am 0.90 and ON 646 AM 0.5 MD 667.50 665.58 28.17 0.0682 12 10.1 6.6 4.2 Y611C 0.10 0.50 0.05 0.05 6.00 635 0.30660.2 Y0.11B 671.00 673.00 n33 0.0138 12 4.5 3.2 22.4 Y 11B 0.I6 am am 0.13 6.37 624 0.8 JOB NO. 112066 YTl-11A 670.00 669.00 6183 0.0159 12 4.9 4.5 13.8 Y lbk 0.13 am 0.05 0.18 6.60 6.18 1.1 Y 11 669.00 6M.00 6283 0.0159 12 4.9 5.0 12.6 Y ii on 0.45 0.10 0.29 681 6.12 12 90 668.00 66725 7a25 0.0101 12 39 4.8 15.a SCALE N/A YD-12B 0.11 0.55 0.06 0.06 Am 635 0.4 VA12A 0 95.00 0.0211 12 5.6 4.0 M.9 Y KtA o,ls OAs am 0.14 640 624 09 SHEET NO. �1Y612 19 vo-12 jalm E67EN 6&67 o.ons 1z ma 79 s.7 023 out 0.09 d1 &. 610 1.4 102 2 30.33 0.0356 12 7.3 7.2 41 "®' ®®� III I I ®�_-__----_-_-- -��m� III: ®®�_____--____-- '®�' �®® III. ®®®_____--____-- -�®®� III I I ®®_-__----_-_-- "®' �®� III ��®_____--____-- ®' ---____-_-__ III �� III mm�®': "® -� '®m� III ®' ��_____---___-- o��������®®gym®oo�m�®�® -��®� III ®®�_____---___-- "®' �®� I III I I � 11 _-__-_----_-- -_-____-_-__ III oo III mm "®� -��®� III I I ® I I _-___-----_-- ' :®'I ®' �� III. ���_-__------_-- 0���������®���oo®mom®� -��®� I Ili �®�_____---___-- ���������®®gym ' ' oo ' ' mm�� o��������®®®moo®m���� 0��������m®� I I I I oo " m���� --_-________ I I oo III m� III -�®�® III' �®�_____---___-- --_-________ I I oo III m� " '® '®' '®�®� 1 Ill III � 1 I _____---___-- '®' -_-____-_-__ III oo III mm III® '®' :II . 111 I ll I Il II II• � I • I 111 I ll ©-_-____-�®� I I I I �' III I I mm " • I •• III II II ®-_-____-_-__ I I �� III m� "®� ':® .. I III I I • II INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) Y 0 (intensity P) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a' � O 4 � o B a � u ¢ .@ � E '� ^' � - B• � o �� 8 s d ti U O' 'o O - � - c 3 g u � � `o i a4 S w �, wa � � � ai In` 3 t0 � r w° n 4 4 yr � $ `a � o o � � � � '��- Cis 2� E � I' `� � � � � z K Fn � � w O' o E 30 3B 10.0 0.21 0.]0 0.14] 0.59 0.00 0.59 0.02]0 0.0200 2.0 0.0833 4.1fi50 4.56 O.BO 3.5182 0.14fi6 0.1520 8.36 1.5] 1.W 0.5B 0.00 30B 3B 10.0 0.25 0.]0 0.1]5 0.]0 0.00 0.]0 0.02]0 0.0200 2.0 0.0833 4.7850 4.B4 0.88 3.5192 0.1486 0.1490 6.92 1.44 1.W 0.]0 0.00 32 3B 74.0 0.28 0.]5 0.210 0.84 0.00 0.84 0.05]3 0.0200 2.0 0.0833 4.1850 4.60 0.90 3.5192 0.1488 0.1520 9.28 1.51 1.W 0.64 0.00 34 3B 16.0 0.33 0]0 0.231 0.92 0.00 O.B2 0.05]3 0.0200 2.0 0.0833 4.1650 4.67 0.90 3.5192 0.1466 0.1520 9.63 1.45 1.W 0.82 0.00 38B 3B 12.0 0.42 0.]0 0.294 1.18 0.00 1.18 0.0200 0.0200 2.0 0.0833 4.1650 8.22 0.80 3.5192 0.1486 0.13]3 8.28 1.45 1.00 1.18 0.00 38 3B 10.0 0.18 0.]0 0.112 0.45 0.00 0.45 0.0411 0.0200 2.0 0.0833 4.1850 J.79 0.% 3.5182 0.1488 0.1808 8.22 1.81 1.W 0.45 0.00 40 3B 8.0 021 0.]5 0.158 083 000 0.83 0.0100 0.0200 2.0 00833 4.1850 6.61 0.% 35192 0.1488 0.1448 5.00 1.80 1.W 0.83 0.00 40B 3B 8.0 024 0]6 0.180 D]2 000 OT2 00145 0.0200 20 00833 4.1650 8.50 0.85 35192 0.1466 0.1446 5.92 1.35 1.00 0.]2 0.00 44 3B 14.0 053 0]5 0.398 159 000 1.59 0.0200 0.0200 20 0.0833 4.1850 8.97 0]5 3.5192 0.1468 0.1300 9.89 1.44 1.W 1.59 0.00 44D 3B 12.0 038 0.]0 0266 106 000 106 0.0200 0.0200 20 0.0833 4.1650 8.99 0.81 35192 0.1466 0.138E ].8] 1.52 1.00 1.06 0.00 46 38 6.0 006 0]0 O.Oa2 0.1] 000 0.1] 0.0100 0.0200 20 00833 4.1850 3A2 0.% B5192 0.1488 0.183] 2.6] 1.50 1.00 0.1] 0.00 48 3B 8.0 0.19 0.]0 0.133 053 0.00 0.53 0.0125 0.0200 20 00833 4.1850 6.% 0.88 35192 0.1488 0.1480 4.80 1.83 1.W 0.53 0.00 62 3B 8.0 012 0.]0 0084 034 000 034 0.0125 0.0200 20 00833 4.1650 4.28 0.93 35192 0.1466 0.1564 3.92 1.53 1.00 0.34 0.00 52B 3B 6.0 0.12 0]0 0.084 0.34 000 0.34 0.0125 0.0200 2.0 0.0833 4.1650 4.25 0.93 3.5192 0.1468 0.1584 3.92 1.53 1.W 0.34 0.00 56 3B 8.0 0.10 0.]5 0.0]5 030 000 030 00315 0.0200 20 00833 4.1650 SA2 0.% 3.5192 0.1468 0.163] 4.80 1.6] 1.W 0.30 0.00 58B 3B 18.0 106 0.40 0.424 1]0 000 1]0 0.0315 0.0200 20 00833 4.1850 8.56 0]8 35192 0.1488 0.1344 11.19 1.43 1.00 1]0 0.00 58 3B 6.0 0.09 0.]5 0.066 0.2] 0.00 0.2] 0.0315 0.0200 2.0 00633 4.1850 1.29 0.% 3.5182 0.1488 0.163] 4.59 1.31 1.W 0.2] 0.00 60 3B 8.0 006 0]6 0045 0.18 0.00 0.18 0.0200 0.0200 20 00833 4.1650 3.% 0.99 3.5192 0.1466 0.1652 3.36 1]8 1.00 0.1E 0.00 80B 3B 6.0 023 0.40 0.092 03] 000 0.3] 0.0200 0.0200 20 00833 4.1850 4.03 0.% 35192 0.1468 0.1593 4.66 1.29 1.00 0.3] 0.00 84 3B 4.0 00] 0.50 0.035 0.14 000 0.14 0.0235 0.0200 20 00833 4.1650 2.M 0.9E 35192 0.1486 0.1852 3.18 1.26 1.W 0.14 0.00 648 3B 4.0 005 0.66 0033 0.13 0.00 0.13 0.0238 0.0200 20 00833 4.1650 2.64 0.99 3.5192 0.1486 0.1652 3.08 1.30 1.00 0.13 0.00 86 3B 6.0 0.05 0.85 0.033 0.13 0.00 0.13 0.045] 0.0200 2.0 00633 4.1850 2.J3 1.W 3.5182 0.1488 0.1688 3]4 1.81 1.W 0.13 0.00 68 3B 8.0 014 0]6 0.105 0.42 0.00 0.42 0.0356 0.0200 20 00833 4.1650 3.80 0.96 3.5192 0.1466 0.1608 5]9 1.38 1.00 042 0.00 68B 3B ID.0 021 0]5 0.158 083 000 083 00355 0.0200 20 00833 6.1850 4A2 0.92 35192 0.1488 0.1549 ].02 1.42 1.00 0.83 0.00 ]OD 3B 6.0 0.12 0.80 0.088 038 000 038 00141 0.0200 20 00833 4.1650 4.37 0.93 35192 0.1466 0.1584 4.30 1.40 1.W 0.38 0.00 ]OF 3B 8.0 0.19 0.50 0095 038 000 038 00141 0.0200 20 0.0833 4.1650 0.38 0.93 35192 0.1466 0.1564 4.28 140 1.00 0.38 0.00 ]2 3B 6.0 0.19 0.50 0.085 0.38 0.00 0.36 0.0100 0.0200 2.0 0.0833 4.1850 4.64 0.80 3.5182 0.1488 0.1520 3.B3 1.53 1.W 0.38 0.00 ]2B 3B CO 0.14 0.]5 0.105 042 000 042 00100 0.0200 20 0.0833 4.1650 4.82 0.89 35192 0.1466 0.1505 4.12 1.46 1.W 0.42 0.00 ]8 3B 10.0 02] 0.80 0.218 088 000 0.88 00355 0.0200 20 0.0833 6.1850 4.% 0.88 35192 0.1488 0.1490 8.21 1.22 1.W 0.% 0.00 ]BB 38 10.0 028 0.85 0.221 O88 0.00 0.88 00355 0.0200 20 0.0833 4.1850 6.02 0.88 3.5182 0.1488 0.1490 8.2E 1.21 1.W 0.88 0.00 ]8 3B 8.0 006 0.60 0036 0.14 000 0.14 0.0549 0.0200 20 0.0833 4.1650 2.36 1.00 35192 0.1466 0.1668 4.12 1A6 1.00 0.14 0.00 80 3B 8.0 006 0.85 0.080 02] 0.00 0.2] 00200 0.0200 20 00833 4.1650 1.59 0.9] 35192 0.1468 0.1822 4.04 1.48 1.W 0.2] 0.00 DOD 3B 10.0 028 0.80 0.232 083 000 093 0.0200 0.0200 20 00833 4.1650 8.69 0.84 35192 0.1466 0.1432 ].29 1.3] 1.00 0.83 0.00 82 38 12.0 030 0.]5 0.225 080 000 090 O.Oa25 0.0200 20 00833 4.1850 4.69 0.89 B5192 0.1466 0.1505 8]8 13] 1.00 0.90 0.00 82B 38 10.0 025 0.]5 0.188 0.]5 0.00 0.]5 00203 0.0200 2.0 00833 4.1850 6.2A 0.85 3.5182 0.1488 0.1448 8.88 1.50 1.W 0.]5 0.00 84 3B B.0 0.14 0.65 0091 036 000 036 00230 0.0200 20 0.0833 4.1650 1.91 0.% 35192 0.1466 0.1583 4.82 166 1.00 0.36 0.00 90 3B 10.0 0.21 0]5 0.158 0.83 0 00 0 63 200 2 0 0.0833 4.1850 4.82 0.90 3.5192 0.1488 0.1520 8.82 1.51 1.00 0.83 0.00 90B 3B 16.0 045 0.]0 0.315 126 000 126 200 20 0.0833 4.1650 8.% 0.81 3.5182 0.1466 0.1388 8.36 1.50 1.W 1.26 0.00 92B 3B 6.0 005 O55 0.028 0.11 000 0.11 200 20 0.0833 4.1850 2.56 0.99 35192 0.1466 0.1852 2.]3 1A6 1.00 0.11 0.00 94 38 8.0 030 0.60 0.180 0.]2 0.00 0.]2 M 200 2.0 00833 4.1850 6.22 0.80 3.5182 0.1488 0.13]3 5.01 1.80 1.W 0.]2 0.00 SB 3B B.0 021 0.60 0.126 0.50 000 O50 200 20 00833 41650 466 0.90 3.5192 0.1466 0.1520 5.23 1S3 1.W 0.50 0.00 10D3B12.0 033 0.85 0.215 0.882.000833 4.1650491088 3.5192 0.1668 0.1480 8.32 1.441.000.%0.0012.0 034 0.]0 0.238 0.95 0.00 0.% 200 2.0 00833 4.1850 6.J3 0.8] 3.5192 0.1488 0.14]8 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 in/hr fir spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet o � O S a � s re � z o 9 � - � < ti u d `a o 2 0 2 m 9 m � � Q w rn`n 3 rn' : w° w " n c r� � � � z` 5� � di '�* G � z' pC ran JI - ui o o rc 30 38 10.0 0.21 0 ]0 0.14] 0.96 0 00 0.96 0.02]0 0 0200 2.0 0.0833 4.1650 5.44 0.84 3.5182 0.1466 0.1432 8.06 1.24 1. W 0.86 0.00 30B 38 10.0 0.25 0]0 0.1]5 1.14 000 1.14 0.02]0 00200 2.0 0.0633 6.1850 5.61 0.81 3.5192 0.1488 0.1388 8.88 1.13 1.00 1.14 0.00 32 38 14.0 0.28 0.]5 0.210 1.3] 000 1.3] 0.05]3 00200 2.0 0.0833 4.1680 5.40 0.84 3.6192 0.1466 0.1432 11.76 1.19 1.W 1.3] 0.00 34 38 14.0 0.33 0.]0 0.231 1.50 0.00 1.50 0.05]3 0.0200 2.0 0.0833 4.1850 5.80 0.84 3.5192 0.1468 0.1432 12.Y4 1.14 1.00 1.50 0.00 36B 38 12.0 OA2 O70 0.294 1.91 000 1.91 0.0200 00200 2.0 0.0833 4.1680 ]4] 0.]1 3.8192 0.1466 0.1241 10.78 1.11 1.00 1.91 0.00 38 38 10.0 0.18 0]0 0.112 0.13 0.00 0.]3 0.0411 0.0200 2.0 0.0633 4.1850 4.54 0.90 3.5182 0.1468 0.1520 ].89 1.2] 1.W 0.]3 0.00 40 3B 8.0 0.21 0.]5 0.158 102 0.00 1.02 0.0100 0.0200 2.0 0.0833 4.1650 8.]3 0.]] 3.5192 0.1468 0.1329 6.46 1.24 1.00 1.02 0.00 d08 3B B.0 0.24 0]5 0.180 1.1] 0.00 1.1] 0.0145 0.0200 2.0 0.0833 4.1850 8.80 0.]] 3.5192 0.1488 0.1329 7.83 1.05 1.00 1.1] 0.00 44 3B 16.0 0.53 0.]5 0.398 258 0.00 2.58 0.0200 0.0200 2.0 0.0833 4.1650 8.38 0.66 3.5182 0.1466 0.1168 12.6] 1.10 1.00 2.58 0.00 44D 3B 1&0 0.38 0]0 0.268 1.]3 0.00 1.]3 0.0200 0.0200 2.0 0.0833 4.1850 ].19 0]4 3.5182 0.1468 0.1285 10.11 1.19 1.00 1.]3 0.00 46 3B 6.0 O.W 0.]0 0.042 02] 0.00 0.2] 0.0100 0.0200 2.0 0.0833 4.1650 4.10 0.84 3.5182 0.1466 0.15]8 3.361.00 0.2] 0.00 48 3B 8.0 0.19 0.]0 0.133 O88 0.00 0.88 0.0125 0.0200 2.0 0.0833 4.1650 B.OB 0.61 3.5192 0.1488 0.1388 6.2] 1.28 1.W 0.88 0.00 52 3B 8.0 0.12 0.]0 0.084 055 0.00 0.55 0.0125 0.0200 2.0 0.0833 4.1850 5.10 0.68 3.5192 0.1488 0.1450 4.% 1.21 1.00 0.55 0.00 52B 3B 6.0 0.12 0.]0 O.OB9 055 0.00 0.55 0.0125 0.0200 2.0 0.0833 4.1650 5.10 0.88 3.5182 0.1468 0.1450 4.% 1.21 1.W 0.55 0.00 58 3B B.0 0.f0 0.]5 0.0]5 OA9 0.00 0.49 0.0315 0.0200 2.0 0.0833 4.1850 4.11 0.91 3.5192 0.1488 0.15]8 8.02 1.33 1.00 0.49 0.00 S6B 3B 16.0 1.06 0.40 0.424 2]6 0.00 2]6 0.0315 0.0200 2.0 0.0833 4.1650 ].8] 0.6] 3.5182 0.1466 0.1182 16.81 1.08 1.W 2]6 0.00 56 3B 8.0 0.09 0.]5 0.086 0.44 0.00 0.44 0.0315 0.0200 2.0 0.0633 4.1850 3.95 0.95 3.5192 0.1488 0.15% 6.72 1.05 1.00 0.44 0.00 80 3B 8.0 0.06 0.]5 0.045 029 0.00 0.29 0.0200 0.0200 2.0 0.0833 4.1650 3.89 0.% 3.5192 0.1466 0.1608 4.18 tA3 1.00 0.29 0.00 80B 3B 6.0 0.23 0.40 0.092 0.80 0.00 0.80 0.0200 0.0200 2.0 0.0833 4.1650 4.83 0.91 3.5192 0.1468 0.1534 6.82 1.03 1.00 0.80 0.00 84 3B 4.0 0. W 0.50 0.035 0 23 0.00 0.23 0.0235 0.0200 2.0 0.0833 4.1850 3.26 0.98 3.5192 0.1488 0.163] 3.91 1.02 1.00 0.23 0.00 648 3B 6.0 0.05 0.85 0.033 021 0.00 0.21 0.0235 0.0200 2.0 0.0833 4.1650 3.1] 0.89 3.5182 0.1466 0.1652 3.T] 1.06 1.00 0.21 0.00 68 3B 8.0 0.05 0.85 0.033 021 0.00 0.21 0.045] 0.0200 2.0 0.0833 4.1850 2.80 0.99 3.5192 0.1468 0.1852 4.81 1.30 1.00 0.21 0.00 88 3B B.0 0.14 0.]6 0.f05 O68 0.00 0.68 0.0355 0.0200 2.0 0.0833 4.1650 4.56 0.91 3.6192 0.1466 0.1534 7.31 1.10 1.00 0.68 0.00 88B 3B 10.0 0.21 0]5 0.156 102 0.00 1.02 0.0355 0.0200 2.0 0.0633 4.1650 5.31 0.8] 3.5192 0.1488 0.14]6 8.8] 1.13 1.W 1.02 0.00 ]OD 3B 8.0 0.12 0.80 0.096 082 0.00 0.62 0.0141 0.0200 2.0 0.0833 4.1850 5.24 0.8] 3.5192 0.1486 0.14]8 5.68 1.10 1.00 0.62 0.00 ]OF 3B 6.0 0.19 0.50 0.095 082 0.00 0.82 0.0141 0.0200 2.0 0.0833 4.1850 5.22 0.8] 3.5192 0.1488 0.1418 6.40 1.10 1.00 0.82 0.00 n 3B 8.0 0.19 0.50 0.095 082 0.00 0.82 0.0100 0.0200 2.0 0.0833 4.1850 5.5] 0.65 3.5192 0.1488 0.1448 4.% 1.21 1.00 0.82 0.00 ]28 3B 6.0 0.14 0]5 0.105 O68 0.00 0.68 0.0100 0.0200 2.0 0.0833 4.1650 5.]8 0.84 3.5182 0.1466 0.1432 8.21 1.15 1.00 0.68 0.00 ]8 3B 10.0 0.2] 0.60 0.218 1A0 0.00 1.40 0.0355 0.0200 2.0 0.0833 4.1850 5.9] 0.63 3.5182 0.1468 0.141] 10.J7 0.% 1.W 1.36 0.06 76D ]68 3B 10.0 028 0.88 0.221 144 0.00 14l 0.0355 0.0200 2.0 0.0833 4.1650 6.02 0.81 3.8192 0.1466 0.1388 10.81 0.94 1.00 1.98 0.06 78D ]8 3B 6.0 0.08 0.80 0.038 0.23 0.00 0.23 0.054E 0.0200 2.0 0.0833 4.1650 2.81 0.9E 3.5192 0.1488 0.1852 6.08 1.18 1.W 0.23 0.00 80 3B 8.0 0.08 0.85 0.088 0.44 0.00 0.44 0.0200 0.0200 2.0 0.0833 4.1850 4.31 0.93 3.5192 0.1488 0.15s0 1.18 1.00 0.44 0.00 80D 3B 10.0 0.29 0.80 0.232 1.51 0.00 1.51 0.0200 0.0200 2.0 0.0833 4.1650 8.83 0.]5 3.5182 0.1466 0.1300 9.48 1.08 1.00 1.51 0.00 82 3B 12.0 0.30 0.]5 0.225 1A8 0.00 1.48 0.0625 0.0200 2.0 0.0833 4.1850 5.86 0.63 3.5192 0.1468 0.141] 11.14 1.08 1.00 1.48 0.00 828 3B 10.0 025 0]6 0.188 1.22 0.00 1.2? 0.0203 0.0200 2.0 0.0833 4.1650 6.29 0.]] 3.6192 0.1466 0.1329 8.58 1.16 1.00 1.2? 0.00 84 3B B.0 0.14 0.85 0.091 058 0.00 0.59 0.0230 0.0200 2.0 0.0633 4.1850 4.69 0.90 3.5182 0.1488 0.1520 6.07 1.32 1.00 0.59 0.00 90 3B 10.0 021 0.]5 0.158 102 0.00 1.02 0.0281 0.0200 2.0 0.0833 4.1650 5.54 0.85 3.8192 0.1486 0.1446 8.37 1.20 1.00 1.02 0.00 90B 3B 10.0 0.45 0]0 0.315 205 0.00 2.05 0.0281 0.0200 2.0 0.0833 4.1850 ].18 0]2 3.5192 0.1468 0.1258 12.18 1.15 1.00 2.05 0.00 92B 3B 4.0 0.05 0.55 0.026 0.18 0.00 0.18 0.0200 0.0200 2.0 0.0833 4.1850 3.0] 0.99 3.5192 0.1488 0.1652 3.36 1.19 1.00 0.18 0.00 94 3B B.0 0.30 0.60 0.180 1.1] 0.00 1.1] 0.00]5 0.0200 2.0 0.0833 4.1650 ].4] 0.]2 3.5182 0.1466 0.1256 6.46 1.23 1.00 1.1] 0.00 96 3B B.0 0.21 0.80 0.128 082 0.00 0.62 0.01]5 0.0200 2.0 0.0833 4.1850 5.5] 0.65 3.5192 0.1468 0.1448 8.81 1.21 1.00 0.82 0.00 1W 3B 13.0 0.33 0.66 0215 1.39 0.00 1.39 0.03]5 0.0200 2.0 0.0833 4.1650 5.90 0.83 3.6192 0.1466 0.141] 10.82 1.14 1.00 1.39 0.00 102 3B 12.0 0.34 0.]0 0.236 1.55 0.00 1.55 0.0300 0.0200 2.0 0.0633 4.1650 6.38 0.]8 3.5192 0.1488 0.1344 10.61 1.13 1.00 1.55 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for sp ad, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet g 3: = - a p - a � Z � s 3 � � o - E n � C ti u d 'o a vi. N 3 � � r � r � J kft 005 O80 0030 0.12 000 0.12 0.0010 0.0200 20 0.0833 4.1650 4.6/ a a right 00] O60 0042 0.1] 000 0.1] 0.0010 0.0200 20 00833 4.1650 5.28 38 3C 6.0 combined fbw 0.3 0.08 0.121 2.]] kR 0.13 0.]5 0.0% 0.39 0.00 0.39 0.0010 0.0200 2.0 0.0833 4.1650 7.21 rght 0.15 0.]5 0.113 0.45 0.00 0.45 00010 0.0200 2.0 0.0833 4.1650 7.61 50 3C 8.0 combined flmv OB 0.10 0.218 499 Malmum allowable apeatl =8.2S kR 0.10 0.]5 0.0]5 0.30 0.00 0.30 00010 0.0200 2.0 0.0833 4.1650 6.54 rght 0.09 0.]5 0.06810 .2] 0.00 0.2] 00010 0.0200 2.0 0.0833 4.1650 B.M 50B 3C 8.0 combined! flmv OB 0.08 0.168 385 Mazlmum allowable apeatl =8.26' kR 0.20 0.80 0.120 0.48 0.00 0.48 0 0010 0.0200 2.0 0.0833 4.1650 ].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' left 0.19 0.80 0.152 0.61 0.00 0.31 00010 0.0200 2.0 0.0833 4.1850 8.52 rght 0.1] 0.80 0.138 0.54 0.00 O.i4 0.0010 0.0200 2.0 0.0833 4.1850 B.t] 54B 3C t0.0 corrtinetl flow 12 0.11 0.242 5.53 Maximum allowable apeatl=t2' kf[ 0.06 0.45 0.02] 0.11 0.00 0.11 0.0010 0.0200 2.0 0.0833 4.1850 4.06 rght 0.08 0.45 0.038 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0633 4.1850 4.97 62 3C 6.0 corrbinetl ftrw 03 0.05 0.111 253 Maxim um allowable apeatl=T bR 0.13 0.]5 0.0% 0.39 000 0.39 0.0010 0.0200 2.0 0.0833 4.1650 7.21 rght 0.0] 0.]5 0.053 0.21 000 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5]2 ]0 3C 6.0 combined flow OB 0.09 0.1W 452 Maximum allowable speed left 0.19 0.]0 0.133 053 000 O.i3 0.0010 0.0200 2.0 0.0833 4.1650 8.11 rgM1t 0.14 0.]0 0.0% 0.39 000 0.39 0.0010 0.0200 2.0 0.0833 4.1650 7.23 ]OB 3C 10.0 combinetl flow 09 0.10 0.208 4]B Maximum allowable apeatl=8.25' left 025 0.60 0.150 O60 000 O.iO 00155 00200 20 0.0833 4.1650 5.07 rgM1t 0.06 0.60 0.036 014 000 0.14 00200 00200 20 0.0833 4.1650 2.83 ]4 3C 8.0 combined fqv 0] 0.09 0201 460 Maximum allowable apeatl •8.25 left 0.08 0.]5 0.060 024 000 0.24 00200 00200 20 0.0833 4.1650 3A3 rght 0.0] 0.]5 0.053 021 0.00 0.21 00200 00200 20 0.0833 4.1650 3R6 ]6D 3C B.0 combined flow 05 0.0] 0.143 3.29 Mazlmum allowable apeatl •12' kR 0.02 0.85 0.01] 0.0] 0.00 0.]] 00010 0.0200 2.0 0.0833 4.1650 3.75 rght 0.0] 0.85 O.OEO 0.24 0.00 0.24 00010 0.0200 2.0 0.0833 4.1650 6.% BOB 3C 8.0 combined flmv 03 0.05 0.111 254 Maxim allowable apeatl=l2' kR 0.02 0.]0 0.014 0.06 0.00 0.]8 00010 0.0200 2.0 0.0833 4.1650 3.68 rght 0.10 0.]0 0.0]0 0.28 0.00 0.28 00010 0.0200 2.0 0.0833 4.1650 6.37 88 3C 6.0 combined flmv 03 0.06 0.134 30] Mulmum allowable apeatl=l2' k8 0.21 0.80 0.128 0Elio 50 0.00 O.iO 00010 0.0200 2.0 0.0833 4.1850 7.84 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 apeatl=t2' kfl 0.0] 0.85 0.048 0.18 0.00 0.18 00200 0.0200 2.0 0.0200 1.0000 3.09 rght 0.04 0.85 0.028 0.10 0.00 0.10 00200 0.0200 2.0 0.0200 1.0000 2.51 92 3C 6.0 corrtinetl flow 03 #DMro! #DMro! #Drvro! Maxim um allowable apeatl=6 left 0.14 0.80 0.084 0.34 0.00 0.34 00010 0.0200 2.0 0.0833 4.1850 6.82 rght 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 STRUCTURE DRAMA(2i D pID FLOW TYPE INLET TYPE AREA (FTe) PFRVv1EfFR (PT) A (ACRES) C 1 (MMR) Q (CP9) YD-6A IS"Nybphst Yard Wet 0.59 30.25 0.35 0.45 4.00 0.630 0.47 WEIR FLOW YD-6A 18"Nybp}ast Yard Wet 0.59 30.25 0.35 0.45 6.50 1.024 1.25 WEIR FLAW YD-6A l8"Nybphst Yard Inlet -SOa/o clogged 0.30 15.13 0.35 0.45 4.00 O.fi30 1.89 WEIR FLAW YD-6A IS"Ny bat Yard Inlet 0.30 15.13 0.35 0.45 6.50 1.024 5.00 ORIFICE FLOW YD-6B 18"Nybp}ast Yard Inlet 0.59 30.25 0.14 0.45 4.00 0.252 0.24 WEIR FLAW YD-6B I8"Nybphst Yard Wet 0.59 30.25 0.14 0.45 6.50 0.410 0.33 WEIR FLAW YD-6B IS"N bs[Yard lnkt-50%cb 0.30 15.13 0.14 0.45 4.00 0.252 0.38 WEIR FLAW YD-6B l8"Nybphst Yard Wet-50%cb� 0.30 15.13 0.14 0.45 6.50 0.410 0.80 WEIR FLOW YD-6C I8"Nybphst Yard Wet 0.59 30.25 0.11 0.45 4.00 0.198 0.20 WEIR FLAW YD-6C IS"Nybphst Yard Inlet 0.59 30.25 0.11 0.45 6.50 0.322 0.28 WEAL FLOW YD-6C l8"Nybphst Yard Inlet-50%cbpged 0.30 15.13 0.11 0.45 4.00 0.198 0.32 WEIR FLOW YD-6C l8"Nybplast Yard Wet-50°/cbp�ed 0.30 15.13 0.11 0.45 6.50 0.322 0.49 WEIR FLAW YD-6D 18"N bat Yard Inlet 0.59 30.25 0.09 0.30 4.00 0.108 0.13 WEIR FLOW YD-6D IS"Nybphst Yard Wet 0.59 30.25 0.09 0.30 6.50 0.176 0.19 WEIRFLOW YD-6D l8"Nybphst Yard Wet -SOa/o clogged 0.30 15.13 0.09 0.30 4.00 0.108 0.21 WEIR FLAW YD-6D l8"Nybphst Yard lnL^t-50%cb� 0.30 15.13 0.09 0.30 6.50 0.176 0.30 WEIR FLAW YD-6E IS"Nybphst Yard DOet 0.59 30.25 0.29 0.40 4.00 0.464 0.36 WEIR FLOW YD-6E 18"Nybp}ast Yard Wet 0.59 30.25 0.29 0.40 6.50 0.754 O.bB WEIR FLAW YD-6E l8"Nybphs[Yard Inlet-50%cb� 0.30 15.13 0.29 0.40 4.00 0.464 1.0.i WEIR FLOW YD-6E IS"Nybphst Yard lNet-50%cb�ed 0.30 15.13 0.29 0.40 6.50 0.754 2.71 WEIR FLOW YD-7A l8"Nybphst Yard Wet 0.59 30.25 O.18 0.60 4.00 0.432 0.34 WEIR FLOW YD-7A l8"Nybphst Yard Wet 0.59 30.25 O.18 0.60 6.50 0.702 0.59 WEIRFLOW YD-7A 18"Nybplast Yard Inlet clogged 0.30 15.13 0.18 0.60 4.00 0.432 0.89 WEIRFIAW YD-7A 18"Nybplast Yard hdet-50°/a clogged 0.30 15.13 0.18 0.60 6.50 0.702 2.35 WEIR FLAW YE-7B 18"Nybphst Yard Wet 0.59 30.25 0.12 0.50 4.00 0.240 0.23 WEIR FLOW YD-7B 18"Nybpbst Yard Inlet 0.59 30.25 0.12 0.50 6.50 0.390 0.32 WEIR FLAW YD-7B 18"Nybplast Yard ltOet-50%eb»ed 0.30 15.13 0.12 0.50 4.00 0.240 0.36 WEIR FLAW YD-7B 18"Nybplast Yard lrOet-50%cb»ed 0.30 15.13 0.12 0.50 6.50 0.390 0.73 WEIR FLAW YD-7C l8" Nybphst Yard Inlet 0.59 30.25 0.22 0.45 4.00 0.396 0.32 W EIR FIA W YD-7C l8" Nybphst Yard Inlet 0.59 30.25 0.22 0.45 6.50 0.644 0.49 WEIR FLOW YD-7C 18"Nybplast Yard lNet-50°/a clogged 0.30 15.13 0.22 0.45 4.00 0.396 0.75 WEIRFLOW YD-7C 18"Nybplast Yard lydel-50%cbya%ed 0.30 15.13 0.22 0.45 6.50 0.644 1.98 WEIR FLAW YD-8 18" Nybpbst Yard Inlet 0.59 30.25 0.05 0.65 4.00 0.130 0.15 W EIR FlA W YD-8 18"Nybphst Yard lNet 0.59 30.25 0.05 0.55 6.50 0.211 0.21 WEIR FLAW YD-8 is"Nybplast Yard lrOet-50%ob»ed 0.30 15.13 0.05 0.65 4.00 0.130 0.24 WEIR FLAW YD-8 18"Nybplast Yard Wet-50%cb�ed 0.30 15.13 0.05 0.65 6.50 0.211 0.33 WEIR FLAW YD-9 18"Nybphst Yard Inlet 0.59 30.25 0.05 0.60 4.00 0.120 0.14 WEIR FLAW YD-9 18"Nybphst Yard Wet 0.59 30.25 0.05 0.60 6.50 0.195 0.20 WEIR FLAW YD-9 18"Nybplast Yard lNel-50°/a clogged 0.30 15.13 0.05 0.60 4.00 0.120 0.23 WEIR FLAW YD-9 IS"Nybplast Yard Inlet-50%obr?ged 0.30 15.13 0.05 0.60 6.50 0.195 0.32 WEIR FLOW YD-IOA 18"Nybplast Yard Inlet 0.59 30.25 0.04 0.60 4.00 0.096 0.12 WEIR FLOW YD-IOA 18"Nybplast Yard Inlet 0.59 30.25 0.04 0.60 6.50 0.156 0.17 WEIR PLOW YD-IOA 18"Nybplast Yard Inlet - 50% clogged 0.30 15.13 0.04 0.60 4.00 0.096 0.20 WEIR FLOW YD-IOA 18"Nybplast Yard Inlet-50°/a clogged 0.30 15.13 0.04 0.60 6.50 0.156 0.27 WEIR FLAW YD-lOB l8"Nybphst Yard Inlet 0.59 30.25 0.11 0.50 4.00 0.220 0.22 WEIR FLAW YD-lOB l8"Nybphst Yard Inlet 0.59 30.25 0.11 0.50 6.50 0.358 0.30 WEIR FLAW YD-10B IS"NSbplast Yard Inlet-50%ebgged 0.30 15.13 0.11 0.50 4.00 0.220 0.34 WEIR FLAW YD-10B is"Nybplast Yard h6et-50%obr?ged 0.30 15.13 0.11 0.50 6.50 0.358 0.61 WEAL FLOW YD-11 18"Nybpbst Yard Inlet 0.59 30.25 0.23 0.45 4.00 0.414 0.33 WEIR FLAW YD-lt 18"Nybphst YaN Inlet 0.59 30.25 0.23 0.45 6.50 0.673 0.54 WEIR PLOW YD-ll 18"Nybplast Yard lrOet-50%ob»ed 0.30 15.13 0.23 0.45 4.00 0.414 0.82 WEIR FLAW YD-Il 18"Nybplast Yard lrOet-50%cb»ed 0.30 15.13 0.23 0.45 6.50 0.673 2.16 WEIR FLAW VD-IIA 18"Nybpbst Yard Inlet 0.59 30.25 0.13 0.40 4.00 0.208 0.21 WEIR FLOW VD-IIA 18"Nybpbst Yard Inlet 0.59 30.25 0.13 0.40 6.50 0.338 0.29 WEIR FLOW VD-IIA IS"Nybpbst Yard [nbt-50%ob�ed 0.30 15.13 0.13 0.40 4.00 0.208 0.33 WEERFLOW YD-IIA IS"Nybpbst Yard Inlet-50%obr?ged 0.30 15.13 0.13 0.40 6.50 0.338 0.54 WEIR FLOW YD-11B 18"Nybpbst Yard Inlet 0.59 30.25 0.16 0.50 4.00 0.320 0.28 WEIR FLOW YD-11B 18"Nybphst Yard Inlet 0.59 30.25 0.16 0.50 6.50 0.520 0.38 WEIR FLAW YD-11B is"Nybplast Yard lrOet-50%ob»ed 0.30 15.13 0.16 0.50 4.00 0.320 0.49 WEIR FLAW YD-IlB 18"N b last Yard lNet-50%eb clogged Y p 8B 0.30 15.13 0.16 0.50 6.50 0.520 1.29 WEIR FLAW VD-IIC 18"Nybpast Yard Inlet 0.59 30.25 0.10 0.50 4.00 0.200 0.20 WEIR FLOW VD-IIC 18"Nvbplast Yard Inlet 0.59 30.25 0.10 0.50 6.50 0.325 0.28 WEERFLOW VD-IIC 18"Nybplasl Yard Inlet-50%obp$ed 0.30 15.13 0.10 0.50 4.00 0.200 0.32 WEIRFLOW YD-11C 18"Nybpbst Yard Inlet-50%obr?ged 0.30 15.13 0.10 0.50 6.50 0.325 0.50 WEIR FLOW YD-l2 18"N b bat Yard [Net Y P 0.59 30.25 0.23 0.40 4.00 0.368 0.31 WEIR FLAW YD-l2 18"N b bat Yard Inlet Y P 0.59 30.25 0.23 0.40 6.50 0.598 0.43 WEIR FLAW YD-l2 18"Nybplast Yard lrOet-50%eb»ed 0.30 15.13 0.23 0.40 4.00 0.368 0.66 WEIR FLAW YD-12 IS"Nybpbst Yard lnbt-50%cb�ed 0.30 15.13 0.23 0.40 6.50 0.598 1.71 WEIR FLOW VD-12A 18"Nybpbst Yard Inlet 0.59 30.25 0.18 0.45 4.00 0.324 0.28 WEIR FLOW VD-12A 18"Nybpbst Yard Inlet 0.59 30.25 0.18 0.45 6.50 0.527 0.39 WEIR FLOW YD-12A 18"N �b last Yard lr6el-50%eb clogged 3 R% 0.30 15.13 0.18 0.45 4.00 0.324 OSO WEIR FLAW YD-12A 18"Nyb last Yard lr6el-50sob clogged 0.30 15.13 0.18 0.45 6.50 0.527 1.32 WEIR FLOW YD-l2B 18"N b hat Yard Inlet 0.59 30.25 0.11 0.55 4.00 0.242 0.23 WEIR FLOW YD-12B 18"Nybpbst Yard Inlet 0.59 30.25 0.11 0.55 6.50 0.393 0.32 W EI12 FLOW YD-12B IS"Nybpbst Yard Inlet-50%cb)rged 0.30 15.13 0.11 0.55 4A0 0.242 0.37 WEIR FLOW YE- IS"Nybpbst Yard [no 0.30 15.13 0.11 0.55 6.50 0.393 0.74 WEIR PLOW STRUCTURE DRAMA(E D (nJ) PLOW TVPE IMLR TVPE AREA (FT2) PERMIBI'ER (PT) A (ACRES) C I (MMR) Q (CP9) 54D DI-7 fi.00 12.80 2.89 0.40 4.00 4.62 2.9 WEIRFLOW 54D DI-7 fi.00 12.80 2.89 0.40 6.50 7.S1 4.0 ORIFICE FLOW 54D DI-7 - SOYo clogged 3.00 6.40 2.89 0.40 4.00 4.62 4.0 ORIFICE FLOW 54D -DI-7-SOa/o cb d 3.00 6.40 2.89 0.40 6.50 7.51 4.0 ORIFICE FLOW 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 for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet e � pi 3 4�4 B s" 5 8 F q `u ° � a .q € � � a ci cai d o o � s c � £ `o � 3 w � � � m a y. rn 3 � � � � � Sn � � a A � rc kR 0.05 0.60 0.030 0.20 0.00 0.20 0.0010 0.0200 2.0 00633 4.1850 5.58 right 0.0] O60 0.042 02] 0.00 0.2] 0.0010 0.0200 20 00833 4.1650 6.31 38 3C 6.0 cambinetl flow 0.5 0.08 0.18] 3.83 left 0.13 0.]5 0.0% 083 0.00 0.83 0.0010 0.0200 2.0 0.0833 4.1850 BBB rght 0.15 0.]5 0.113 0]3 0.00 0.]3 0.0010 0.0200 2.0 0.0833 4.1850 9.13 50 3C 8.0 combined flow 1.4 0.14 0.301 6.89 Mazlmum allowable speed=8.26' 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 T. SOB 3C B.0 colroinetl flow 0.9 0.11 0232 6.32 Mulmum allowable speed=6.28' left 0.20 0.80 0.120 0]B 0.00 0.]8 0.0010 0.0200 2.0 0.0833 4.1650 938 right 0.30 0.60 0.180 1.1] 0.00 1.1] 0.0010 0.0200 2.0 0.0833 4.1650 10.89 54 3C 10.0 colrtinetl flav 2.0 0.18 0.343 7.86 Maximum allowable speed=l2' left 0.18 0.80 0.152 098 0.00 0.89 0.0010 0.0200 2.0 0.0833 4.1650 10.22 rght 0.1] 0.80 0.138 086 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 apeatl=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] 0.153 3.60 Maximum allowable speatl•T left 0.13 0.]5 0.0% 0.83 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 0.12 0.2]3 6.26 Mazlmum allowable apeatl=8.26' left 0.19 0.]0 0.133 O86 O.OB 0.94 0.0010 0.0200 20 0.0833 4.1850 10.05 rght 0.14 0.]0 0.0% 0.84 0.06 0.89 0.0010 0.0200 2.0 0.0833 4.1850 8.92 ]OB 3C 10.0 conbinetl flow 1.6 0.14 0305 6.96 Maximum allowable speed •B.25' left 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 Maximum allowable apeatl=6.26' left 0.08 0.]5 O.OEO 038 O.OB 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 2.0 0.0833 4.1850 4.12 ]6D 3C 8.0 combined flow 0.9 0.10 0.221 6.07 Maximum allowable apead=lT kft 0.02 0.65 0.01] 0.11 0.00 0.11 0.0010 0.0200 2.0 0.0%3 4.1%0 4S0 r®ht 0.0] 0.85 O.OfiO 0.39 0.00 0.39 0.0010 0.0200 2.0 0.0833 4.1850 ].19 BOB 3C B.0 combinatl flow 0.5 00] 0.153 9.61 Maxim allowable apeatl •1T left 0.02 0.]0 0.014 0.09 0.00 O.OB 0.0010 0.0200 2.0 0.0633 4.1850 4.16 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 4.24 Maximum allowable apeatl=l2' left 0.21 0.60 0.126 082 0.00 0.82 0.0010 0.0200 2.0 0.0833 4.1650 9S3 rghl 0.18 0.80 0.108 0]0 000 0]0 0.0010 0.0200 2.0 0.0833 4.1850 8.99 88B 3C B.0 colroinetl flow 1.5 015 0.323 7.01 Maxim um allowable apeatl=12' left 0.0] 0.85 0.048 030 0.00 0.30 0.0200 0.0200 2.0 0.0200 1.0000 3.]t rght 0.04 0.65 0.026 0.1] 0.00 0.1] 0.0200 0.0200 2.0 0.0200 1.0000 301 92 3C 8.0 combined flow 0.5 008 0.186 9.81 Maximum allowable apeatl=8' left 0.14 0.60 O.OB4 0.55 0.00 0.55 0.0010 0.0200 2.0 0.0833 4.1850 8.18 rght 0.04 0.80 0.024 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0833 4.1%0 5.12 98 3C 8.0 colrtinetl flow 0.] 0.09 0.193 d.d2 Maximum allowable apead=T 1992 338 PROPOSED SIGHT DISTANCE EASEMENT I - ---------- OPEN SPACE A ---` - ------------------------ --- _ _ -- i RECREATIONAL // PROPOSE -P .LE ,,- A LOT N - RIVgTEAL�LLgM CO LOT 120 \ j =_ I £VAR• WIDT R qs 9 -'+- -, LOT I I I I I it z � — _— — _ _ : �� ^—��E E)HEN __ , 1\ � I -T-- ' W - - - _ _ -T _ _ r) / LOT 118 J D I I It- PROPOSED SIGHT DISTANCE EASEMENLOT 11 T I Q ii '--- ' 7 1 1 r — — — J_ — — — — — — — — LOT II LOT LOT 1 ; N ;I ;' T --- ems_'\ 116 LOT 112 wLOT_ \� •� I I- 11 t 111 I I col/ 115 i J'r i ii 110 19 LOT LOT 0 [T I / I 1 III - Q, it 108 1O7 LOT , � / � , `� A� � `,' �••1• - 114 1 H it io6 LOT 's 105 _F-----L------ I 'illl I s , , r \� / ' �`� ' � ' 4 LOT- - - -----------1 - --------- - -, s\ 10 — _ ----- -___ / 103 LOT ° 102 LOT 7 \ } 101 LOT {"\ FUTURE DEVELOPMENT 10o LOT Source: Va. DSWC Plate 3.38-2 � , PHASE IV i ` _ sp•>t } 99 LOT ' \ (3) PA STREET TREES — — 98 %/ / + ALONG LEEHAM STREET r — — r — _ — r - — — — r _ 1 III -401 P;. - .\ / W r County of Albemarle U ` /\ Comervatlon Plan Cbeddist- To be placed on Landscape Plans — P'�R R ` } ' \ (Qanebook pp 1Q-284111-297 for complete spedlicalions) I -- ---- -- - -I== i + O B�/�R �1CtFDR� RESIDUEAREA 1 Ties Ov1D V trees to Hae s beetle s bM1awn on @e. oleo: RESERVED FOR I �I SD 6y, F — gf p:ene � � � ,� PHASE IV ®L I f len,n xa as I fnemmbesa.ea I 1 Z8 ® L flan m:d tyP<afPbt n vfmcing, 1 1 1 �� `' cage ch eeew,eusmwaua; � y w. � DEVELOPMENT _ p Pe a��m �a b arbel�te orm.�ne. I I i - I I I 1 1 _ � � `: / (/•/I I - pone n8 m u,a mn 0.22ACRES —I— I — III s 2. Medial Ll All eves be be saveivea116e markdmfb prml ordbbma[aheigbt oleady vuiblebe3uipmen[vpentors. 'j. I :I. ..'•' , T I + 1 —_`• ����'� '' ., /' -' I.I (4) FP STREETTREES -- — — -- -- D Nnp.aair:e dlbginm:eimeer�mamr:ehae inepeemaaoaappro..mbyaComnyrngp ser. ALONG LEEHAM STREET • ' a ' -' " • J. P:'e Covlrucnon Conference: PROPOSED SIGHT DISTANCE EASEMENT0 .. _ \�.``�� �. •. - 7reepreaer�aoonanaproteceonmearnre..banbere�ereea,eimmecono-aGmrmeite. jPROPOSEDTOTLOT OPEN SPACE \ / II 4. Equipment Operation and clusters: II 1 I II... 4r5005F 0.43o ear ACRES \_ `\ I' xe� r s. n Emm wnmt9agaalettalrramarmras=oeaonao-amovmale<,aletnalnaits.auenauaotcenermnmaammarea:;PM1r:�afo-«r I. L I el — a II I r _ _ PROPOSED ACTIVE - \ \ so.ntne smlu r:mstr nstmnnsmm an r ® Such devicesshall nol adversely alfen veer tv be naval. RECREATION AREA \ _— 6. Fir f I- I �� � --- - '____ \ � arm �e aorpe<minaa uwmin too fmrofeno a:;pbneotnnatwbs tavoa. ___ \ /I __ 7. Task Mistrial,, Y --- -- —`�� ( 9) ® Tmuci-aerials shall not be Sere] witbia IN feet ofthe drt We oftrces to be saved. z FP STREETTREES — — — — — P' I i ALONG PARK RIDGE DRIVE \\ \ • . I a INfortive Fesselism —� � 'I � 1 b relameJ willtivgtl fcet of e � bwldiv ctivi shall be lecled b tmcia { I_ _ _, Ppea gorgb<tivgo N Pfo Y 8 I - I I I I •1 I I -- _ I I � `\ 0 E irrg shall be in Place end shell bevuPeotW avd ePPtwei bYa Cowley lnsPectorpriorro grading or mnseviceon. •, _ ,e: \ \ `\\ < 9. TreewaM1 ° r (27) OS STREETTREES / El When the ground level must ire based mortar the delpliae ofaheete be saved, atreewell sball be prn'a I :d a vo:eb—teo detail -i> } _r \/ RIDGE DRIVE r ` \ subnewa9unedfora el. \ } S�\ / \ 10. reed ® Whm the gowdlaval moat belowerel wiWnthe driplme ,,tree to be sever, aM1w well shell be pmvidad, and acmahuctiovdef®1 (2)12 UNIT subnutted for s,,mvel. I i APARTMENT r . t • LOT LOT j `* / 11. Tonsillitis ad Tnn,di, 97 Ll I , \ /// When benches is required within tMti t F.I.—re, , it shell be coneasfor away teen the,,mike oft— as possible. Tm^°i^g BUILDINGS ' ': i 96 95 LOT LOT I ' `.i�� � , \ .� / mde a lar,etree shall be, mindered as an alternative whip it is untepastd rest ancestor, bmeluvg red destroy£ceder rears. INCLUDING (6) II 94 LOT \� r \\ / 12. E I'AFFORDABLE UNITS I •" I. 1 '; _—___ 93 92 r l i \ T \� // // / / ®emleniwe ten©�emll be lbe last items remowea among lbe srml aleagnp. 1 --_ LOT '� \ g / u. wmauea Trees , 91 Oarn,odeemahall reeled immedialelY by Pvanh�8•fatirmaii--elver ens,, a recommended by atrs apeoadist I I LOT / / 91 � � NOTE IT ISTHE OEVEL PEWS RESPON5181LIIY TO CONFERWIIHTHECONTRACIORONTREE CONSERVATION r I II �\\ \ / / REQUIREMENTS. LOT 121 � I I I ; I � - � � �� -1 19° LOT �. , \ .� / // / f1 .� / / 9/13/2021 89 '`� ' A V / OWNERsmNATURE ,DATE) LOT LOT / , , ,% `� `. \ / CONTRACT PURCHASERSIGNATURE (DATE) A // SIl/n6 Pat. l of l LOOT : II •i °.. Q--�I 1 r ." s T_ -'--- l _ ., _ PRIVq - 7 _ I Q R71t') ND OF PRIVATE ROAD t w�l..l ir`-- ' ,l- �r_ iI` \' / LOT Z LOT \: ` SD \ i DISTANCE TO NEAREST LOT 85 Q m ; LOT \g� ; INTERSECTION (CLAIBOURNE ROAD I (4) OP STREETTREES e a 56 57 LOT LOT / i \ / 84 \ AND PARK RIDGE DRIVE) = 705' ALONGANLEEROAD II 158 ~ I r , r I 59 LOT t\ • . I it 16o I ,' LOT LOT 62 LOT LOT / , � .A PROPOSED SIGHTDISTANCEEASEMENTi:ii /� --�I ��' i 6 LOT ' " 81 i / i \�� \ ` ^�� p •+• 1 _ 64 \ LOT •- i. '� i..' , \\ (5) PA STREET TREES �— _ ..... LOT % / ` ,v \i / i , / \. �. — - / \ ALONG ANLEE ROAD —I 65 i i ,� i / 80 _ — _ ;\ Y / LOT — - — - - - -- : I PROPOSED PASSIVE - - `C v, / / / 79 4 RECREATION AREA i / i ' I 78 i' / "PENSP / O \ 1` / , /a LOT / 0.0 ACED \ S.D. = 280' — / l 1 i i L PENSPACEC \J pR/7Y(�M i 77 LOT i'i 4gCRES \ p -- Y. o.zzACRES `\,C L 9T�c e0(\ 6 I q 6 7 PROPOSED SIGHT DISTANCE EASEMENT 1 - / LOT - ( Fq F 66 , ,\ �� SF )` �, l , / / I �, l OPEN SPACE E (9) PA 51 REE I I F i LOT / -� M�cN ' l�i' ' 1 . // / �� .. o.o8 ACRES ALONG MEYERS WAY Tj <• / / 7 ( r1.,'� 6 LOT 68 s /p f; LOT I 1 //. �•� I 6"' / ` \ LOT LOT I I / LOT 2 LOT 20 ' /,/ i LOT j� �2 3 �Jm LOT LOT 55 - \ \µ``\ \\ 72 LOT \ /I' !I `(e r LOT 24 % LOT 54 / / \ c LOT ,II � h ' / LOT 53 i + \ + ` 73 O i'4i 0 j , �` (13) PA STREET TREES i LOT 19 i` . , l , - `r.. 74 LOT _ 41 ALONG ARBOLEDA DRIVE 1 --- LOT 52 I 1 I I l l � l �_ �_ ° a F �\ `, ``75 � / � � ,}� LOT 25 , 1 �/C FRS P\\ \SEDSIGHT DISTANCE .EASEMENT 1 OPEN SPACE F ROA0(�q y + 1 2.58 ACRES s i S L ` __�"�. "` _> / / % LOT o %�% 4R�� \ r 4 T26 / / A OT-1 1 � a/ �'m a _r_ L i 1 i 5 i (13) FP STREET TREES 1 �, .:ALONG ARBOLEDA DRIVE LOT .• GRAPHIC SCALD yt?. N L 1 I - / I LOT 49 / / ,:. / LOT 27 / r 1 �r aQ 0 15 ao 60 0 —� L T s ' LOT 8 ' \ \ ; L `� 4 � ; �� \, I/ i' > }, `� LOT 17 ( IN FEET) -\ / / 46 L T MATCHLINE - SEE SHEET 21 LOT 28 •► M 1 inch = 30 ft O �v, , , , , / - / •- , , �� / , Lic. No. 035791,a 09/13/21 , J r m U) Z z l- o U) O a z � g W 0 Z J F01 0 F- > LU a Z W Q 0 L9 ® CY) ti M N rw W N CD VJ N W N 7 W J J tn LU 0 J 2 W W in H W U) Q D Q Q z LL I --I LU I --I V/ O LL m LU G 0 LU JOB NO. 112066 SCALE 11I _ 3O1 SHEET NO. 20 L T � , L / M TCHLINE SEE SHEET T � �� LOT �. 1 �s W CD SO R. LINS7 LOT 76 Lie. No. 035791 o� SFD °p 09/13/21� OPEN SPACE F (2o)QPSTREETTREES _ _ 5� ALONG MEYERS WAY ® A m \I i i �VSIOnrnt Eti W 2.58 ACRES = __ + LOT 15 x -_ -- - --- , W J ] � � prr LOT 29-_ } i u + y i LOT 1 4 _ LOT 77 SFD , 'EXISTING STORMWATER W ♦ W y LOT 30 4 LOT 78 aWMANAGEM 'MANAGEMENT FACILITY, W W W W W W VAR. WIDTH GREENWAY SFD / W EASEMENT TO BE PLATTED LOT 13 r,/ i �_ A W W W W WITH THE PHASE III W �� W m W �♦ ���v��v�� •, ! i i i i i i i �_ //V DEVELOPMENT W /� �' _ VlEn W W W" W W W W W W W��'� ♦ \�% LOT31 z� \ ♦ Wi - A vv A� i� ✓ l , / r ll / A, , O .� W W W \ ♦ 'v ``yy w ," ,� t d / ri I+� d' I / �r__, i �/ � ,� i �' ' � � g 1 W W W W W W W W W W W W W W W. W \� W ♦ W W �A ir` /, i + i \/ �� i % \P / ,~A LU LU e . W ♦ W W/ y LOT 32 e W W W W W W W W W W W W W W \W ♦ W "' . W � l r �• :.,i i / I� r �, \, , l i v i � \��� — O � W W / LOT 12 O Ce \ e WWWWWWWWWWWW WWWWWWWWWWWW� W .W LOT33 ( // " / ♦+� a ♦ 2o' EMiRGENCY ACCESS v - ® .• " - v _ ,' �/ ,'' ® \ , ♦ . W . W . ROAD EASEMENT LOT W�\W .� ®o 34 W�W"WR " ♦ / / LOT11 / ♦N W ♦ ' - l i t i i ' (5) FP STREET TREES I ♦` W W W W W W W W W W W\ W .� W .� W W W\\W W W \ ♦♦ r' l� *_ __ / [' 'I =• I / l i 4 \ ALONG BARKLEY COURT i ♦ W W W W W W W W W W v V _� I/ 11 / / I I / � W ♦ " •+ I r �/ r I I I / ♦_ l I J LOT 8 l WWW ♦ LANDSCAPING NOTES: "\" W \ W "'\ ,'� ♦ - li 1. 1 LARGE STREET TREE PROVIDED EVERY So'OF STREET FRONTAGE. W ` ♦ l `__,-1--__- ---- - 6.• 2. STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND io' MIN. � � ♦ - FROM WATERLINE AND SANITARY SEWER STRUCTURES. W W W W W \W � W ` ,,I� � i _-_---------___ �-- '' I i d '-•'-> + � -- _ I i i i'♦ roy 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; ' W ' W W ♦ ' i -- (6) OP STREETTREES THE TOPPING OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLYAND ♦ I ALONG BARKLEY COURT ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. W\ I I I I I 4. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE W W'\'WN W i r j BARKLEY COURT �_� /,' i -"--y= T-�_ PRUNED BETWEEN 2' AND T ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES W W W W ` W W R W f e I LOT 35 I I —� PUBLIC ROAD (54' / ) - ® \ AND ACCOMMODATE PEDESTRIANS. \.�'\ LI I ;. + ��--I-d_. I —.-- — ,/� , , ,, ♦ ` S. TOTAL STREET FRONTAGE = 6,376' W W W W \ W W e i ,F4 v REQUIRED STREET TREES: 128 (1 TREE PER EVERY 5o' OF STREET FRONTAGE) W m W e LOT ] PROPOSED STREETTREES: 128 NOTE: 2,528' OF STREET FRONTAGE ALONG PARK RIDGE DRIVE (PORTION OF) W W W W W W W W W W W e--____, / ; ♦ \ REQUIRED STREET TREES:52 _ ---------I _ ---ii' i W W W W W W f--------- -- - --- --- -- PROPOSEDSTREETTREES:56 .'�. I _ _ _ _ L. _ -I------- ---- \ �.. ----_t j I \ �.. ;s / �r NOTE: 2,427' OF STREET FRONTAGE ALONG ARBOLEDA DRIVE (PORTION OF) W W W W \ W W W e♦ -- --- \\ ` !'LO REQUIRED STREET TREES:2g W W W W W W W W WW \ W �. (13) PA STREET TREES I -- LOT 8 --- ----------- ------ \-�-- \ �\ \ i / '♦ BETPROPERASEILS S SFD \ ♦ ALONG ARBOLEDA DRIVE BETWEEN PHASE I LOT PROPOSED STREETTREES: 26 W " W W \ N I I o I I & PHASE III LOTS. NOTE: 528' OFSTREET FRONTAGE ALONG BARKLEY COURT W OPEN SPACE G W \W W • W ♦ I I 1 N \ ; _ -- \ / / ♦ \ REQUIRED STREET TREES:ii W - ♦ I + 2.29 ACRES \ W ♦, LOT 36 PROPOSED STREETTREES: is 'P LOT I. GREENWAY W W W W NW ` ♦ I I II� 4 1 LOT 5 I LOT 6 , NOTE: 2,u3' OF STREET FRONTAGE ALONG MEYERS WAY + , \ REQUIRED STREET TREES:23 " W \� w PROPOSED STREET TREES:29 NOTE: 495' OF STREET FRONTAGE ALONG ANLEE ROAD REQUIRED STREET TREES:2o � „\a\"\�� W Ii I II � - -" II ; • I " IIIliI 1I - JL ,�i �-=- _ �\ 1 \' \, \ II i I I1 ,I.I I 1 , ,' ,', ,, � \ LOT H J PROPOSED STREETTREES:g W W W — = +\ W NOTE: o 'OF STREET FRONTAGE ALONG LEEHAM STREET FA �NGREQUIRED STREET TREES:7 \\ /' �\ EXISTING ZONI PROPOSED STREETTREES:? W W .\ W W�W li I li - I..TII -I \\ \ \\ \ , LINE e '��W W� W i 1 ♦ II LOT37111 + + ' III LOT DOUBLE STRAND& GAUGE WIRE \yV\ WITH RUBBER HOSE & TURNBUCKLES \,\ ARDWOOD KE \ 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. ]/j HT. OF TREE TREESy CAL OR LARG ER SHALL BE GUYEDWITH 3 EQUALLY SPACED TWISTED, GAUGE WIRE WITH HOSE BU AND TURNBUCKLES LOOP HOSE 1 AROUND TRUNK ABOVE BRANCHES —II*ii� AS SHOWN, FLAG WIRES WITH III COURVEV TAPE. REFER TO SPECS IIII —III FOR ADDITIONAL INFORMATION. ,' - AMENDEDSOILMIX IIII COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale TREES UP TO4 CAL SHALL BE STAKED WITH %" HARDWOODOR STAKES.HA TREES OFT CAL TREESO EQUALLY SPA ED, TWISTED, GUYED WITH; EQUALLY SPACED, TWISTED, 1 AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. \ �1/ REFER TO SPECI FICATIONS FOR FURTHER INFORMATION r GUYWIRES WITH RUBBER HOSEAND TURNBUCKLES 213TREE Yki' HARDWOOD STAKES, ALIGN DST � TOPOFSTAKES I MULCH SAUCER I III\ 1 IIII AMENDED SOIL MIX I� I II� I _mll -1- III- TOP \ CUT AND REMOVE BURLAP FROM 113 OF BALL AS SHOWN SCARI FV SUBSOI L TOy MIN. DEPTH ~ Im111m: COMPACTED SUBGRADE e-IPllanting Detail Evergreen Tree Not To Scale CY I3 1 1 \ v,yam x Y'\ • LOT 86 , ' •� I I ' , '1,� \ ,-\ � LOT PROPERTY LINES ------ � ♦ BETWEEN PHASE I LOTS SFA W a \ 1 --- --- - - - - uO i it ♦ & PHASE III LOTS. �7W W 811, -_ LOT 3 LOT87 SFAW W W\ W LOT 2 , ,/ 1\ \ '� / I (23) FP STREETTREES / \ \\ARBOLEDADRIVE X 'ALONG a OPEN SF ^ 11 LOT 39 + \ \ LOT 1 / 11 G 0.09 ACI s I \ WWWWWWWWWWWWWWWWWWWW \W t' \ e LOT4o \ \\ \\ i � // GLENBROOK AT / U WWWW WWWWWWWWWWWWWWW�WWW\ WW - \� \ / / FOOTHILLS W W W PHASE IIB \W W W W 11Y W N ROAD LANDSCAPING PLANT SCHEDULE 41 SYM BOTANICAL COMMON NAME SIZE CANOPY (SO TOTALSITE QUANTITY covERAGE(:O GRAPHIC /SCALE TREES 3 FP FRAXINUS PENNSYLVANICA GREEN ASH 21/2"cal. 1 672 1 51 34,272 PA PLATANUS ACERI FOLIA LONDON PLANETREE 21/2"cal. 1 422 1 30 12,660 ' QP QUERCUS PHELLOS WILLOW OAK 121/2" cal. 1 419 1 20 8,380 // \ QS QUERCUS SHUMARDI I SHUMARD OAK 121/2" cal. 1 372 1 27 10,044 / TOTAL CANOPY 65,356 k \ \ ec a " w\w . S V /d 0 Lu z Q Z� C'7 0 N J 00 H� M N 0) OZ5 W N Q > 0�/ LL J J > z_ z I z Q W Q� " = In Lu a_ z Z) J Q ul Lu Lu 0 v`~l 0 L1 L J w � J /Q `/ 0 0CDCD cl� N CQ u w J W F JOB NO. 112066 111 _ 3O1 SHEET NO. 21 IN 680 68o HT. OF / OBJ-3-5' SIGI"'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 n? ° 1� M 00 N M '� 0) r9 N l0 M n O ^ M N N ei 3 00 ei t0 N M 00 N S M N r\ ~ Ln 1� ^ O7 tD tI) .} S rv1 m ei rl O r-IO 0) W W ^ 00 ^ W ^ CO 00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 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.) \ \1 DISTANCE= 80' _ — HT. OF \ _SIGHT OBJ.=3.5' 675 7 675 PROPOSED GRADE (TYP. T. OtF— EYE= — — .5' EXISTING GRADE (TYP.) 670 — — 670 N c°i O 'i 0) V1 M r\ m . W M 1 O 000 00 CO F00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+1 ANLEE ROAD (NORTH) &PARK RIDGE DRIVE INTERSECTION SIGHT DISTANCE PROFILE EXISTING GRADE (TYP.) HT. OF SIGHT LINE (TYP.)- � HT. OF 013J.=3.5' SIGHT DIST ACE — — OBJ.=3.5' 680 236' IGHT (STANCE° 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 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 W M 00 I� 0 . N 1. m 00 M 0. 00) N S O 10 ~O p 0 l^ r n � , 00 rrl W 00 00 00 r F 000 r tp n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 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 <0 O 00 06 l0 l0 lD 10 �00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5 ANLEE ROAD (SOUTH) & PARK RIDGE DRIVE INTERSECTION SIGHT DISTANCE PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 700 700 HT. OF OBJ.=3.5' 695 695 \ 690 \ \ S/ \G\O/ TgNC\�8o SIGHT LINE (TYP.) 690 685 EXISTING GRADE (TYP.) \ �\ \ 685 lvac=1 — l HT. O F , SIFT DIST EYE=3.5' 680 PROPOSED GRADE (TYP. — _ — H OF 13.1 3.5' 680 675 675 0)W T 00 0000 00 00 000 W 00 k 00 � cc �D 0+00 0+50 1+00 1+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 09/13/21 '.Aj J Q 00 [t] Z0 H o Ln O' z � g W U) 0 u z ^ 0 H U d$ W 0 c Z LL 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- w o w � x o_ � JOB NO. 112066 SCALE III _501 SHEET NO. 22 C0110- l DUN e 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 N O O �N O 'y Dl O m t0 t �M 'i W WM �10 � � �� w 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 75 6; HT. OF 013J.=3.5' 670 665 ••. o+00 SIGHT DISTANCE=244' SIGHT LINE (TYP.) HT. OF EYE-3.5' �HIST NCE=2gp— 670 -- -- - — C�XISTING HT. OF -OBJ.=�.5' PROPOSED GIADE (TYP.) GRADE (TYP.) \ 665 O �1 Vt O . N lD M 0 lD Co lD W ko ko W lD w ko l 0 D W O ^ O O ul ul N Vl 0 l0 w w 10 � ID 10 0+50 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 MEYERS WAY & ARBOLEDA DRIVE INTERSECTION SIGHT DISTANCE PROFILE 675 675 HT. OF 06J.=3.5' SIGI-y SIGHT LINE (TYP.) 670 0/vc 670 a — _ — — SIGHT ISTANCE_28o' — H . OF — TH.665 OF _ _ OBJ.=3.5'E=3.5' \ 665 PROPOSED GRADE (TYP.) — — — — — — — — — 66o i 66o — XISTING GRADE (TYP.) 655 655 N Ln 00 Ln N O 00 Ol 00 k N N •i co 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 5+50 675 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' / ROPOSED GRADE (TYP.) 66o / / 66o 655 655 N n M 00 I� 0 O 00 O It N O 0 N ^ O lD l0 kDD W W '0 W 'o kD W W 'D W lD l0 'D �0 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 HT. OF OBJ.=3.5' 6]O SIGHT D�A�_2 670 SIGHT LINE (TYP.) HT. OF / 665 EYE=3.5 ROPOSED GRADE (TYP.) 665 2ao/ / 660 � 660 HT. OF / / EXISTING GRADE (TYP.) OBJ.=3.S' / / 655 655 Ltl O Ol �D M�D O �0 .tO O O 't O H O N ei O Ol OkD Ln rO M m C D N l l 0 � O w p ) COLn W w kD k w w ko '0 0+00 O+SO 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+SO 5+00 5+50 BARKLEY COURT & ARBOLEDA DRIVE INTERSECTION SIGHT DISTANCE PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 ( IN FEET ) 1 inch = 50 ft. 200 75 6; HT. OF SIGHTDISTq OBJ.=3.5' CE 670 T. C \ EYE=3. IGHT LINE (TYP.) ;H T1 DISTc E_aa 670 4 H .OF O BJ.=3.5' 665 \ 665 PROPOSED GRADE (TYP.) 660 1 660 EXISTING GRADE (TYP.) � _ i 655 M 0) }Oq O ri 01 " LD ' ID 0+00 0+50 1+00 1+5o 2+00 655 HUMBOLDT STREET & HASTINGS COURT INTERSECTION SIGHT DISTANCE PROFILE SCOTTIR. COLLINS'? Lic. No. 035791,L 09/13/21 '.Aj ., W N � M a 0 CD z rn Q Z O N J M ULI 0) N O6 CDIn Lu N �J /'E: / � L Ld J clL J 0- J Q Lu U z z Lu ~ o 1--q c_n Q Lu U W Y = W Lr) U) z U)ulD J O J_ Lu = U LJJ O ~ O Lu LL Lu z a Q � O 0 O N Lu J F--0 w F- W o W M a � JOB NO. 112066 SCALE III _501 SHEET NO. 23