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SDP202200021 Plan - Approved Final Site Plan and Comps. 2022-11-18
'e GENERAL NOTES O MER. GLENBROOK LL C PO BOX 1467 CHARLOTTESWLLE, VA 22902 DEVELOPER. RIVFRBEND DEVELOPMENT, INC. 455 SECOND STREET, SE SUITE 400 CHARLOTTESVILL& VA 22902 A T7N: ALAN TA YLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESWLLE, VA 22902 (434)293-3719 TAX MAP NO: 1. PORTION OF 05600-00-00-05700 (OB.5039, PG.66) - 9.50 ACRES 2. POR 77ON OF 056A2- 01- 00- 06200 (DB. 5039, PG. 66) - 0.08 ACRES J. 05600- 00- 00- 057E 1 (DB. 5039, PG. 75) - 9.32 ACRES 4 EXISTING RIGHT-OF-WAY (PLATTED/ NOT YET DEDICATED) - 1.04 ACRES (SEE SHEET 3 FOR AREAS & POR77ONS OF PARCELS) TOTAL AREA: 19.94 AG. ZONING: R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT, WITH MANAGED SLOPES OVERLAY DISTRICT IMP 56-57D AND IMP 56A2-1-62 ARE LOCATED WITHIN THE ENTRANCE CORRIDOR NOTE- IMP 56A2-1-62 IS SUBJECT TO THE APPLICA 77ON PLAN AND PROFFERS ASSOCIATED WITH ZMA201600005 AND ZMA2021- 00015. DENSITY ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DUTAC + 30 X BONUS DENSITY FOR PORTION OF PHASE Ill DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE PORTION OF PHASE III DEVELOPMENT WI THIN URBAN DENSITY AREA OF THE COMPREHENSIVE PLAN - SHOWN ON SHEET 3). TOTAL PROPOSED DENSITY FOR BY -RIGHT POR77ON OF GLENBROOK AT FOOTHILL: PHASE L 10 SFD UNITS WITHIN 3.61 ACRES (BY -RIGHT R-6) PHASE III: 144 SFD/SFA UNITS Wl THIN 19.94 ACRES (BY -RIGHT R-6) PHASE V. 35 SFA UNITS WITHIN 5.84 ACRES (BY -RIGHT R-6,) TOTAL PROPOSED DENSITY = 189 DWELLING UNITS WI THIN 29.39 ACRES TOTAL ALLOWABLE DENSITY- 6.435 DUA (22.29 AC x 6 DUA) + (7 1 AC x 6 DUA x JOX 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 III/ (THIS PHASE) SINGLE FAMILY DETACHED UNITS = 20 UNITS (NOT INCLUDED WITH THIS S17E PLAN) SINGLE FAMIL Y A TTACHED UNITS = 100 UNI TS MUL77-FAMILY APARTMENT UN17S = 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) a) OPEN SPACE,• TOTAL OPEN SPACE PROPOSED (PHASE III) = 6.029 AC (30.24X) TOTAL OPEN SPACE REQUIRED (25%) = 19.94 AC x 25X = 4.99 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIA770N, NTH EXCEPTION OF A PORTION OF OPEN SPACE F WHICH INCLUDES A GREENWA Y EASEMENT (2.289 ACRES). THE GREENWA Y EASEMENT WILL BE DEDICATED TO THE COUNTY OF ALBEMARLE, VA FOR PUBLIC USE. ALL OTHER OPEN SPACES AND POR77ONS OF OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0. 422 ACRES OPEN SPACE B = 0.429 ACRES OPEN SPACE C = 0.206 ACRES OPEN SPACE D = 0.044 ACRES OPEN SPACE E = 0.085 ACRES OPEN SPACE F = 4.843 ACRES (INCLUDES 2.289 ACRES OF GREEN WA Y ESMT) RECREA -RON AREA: TOTAL AREA PROVIDED: 55,125 SF (NOT INCLUDING THE GREENWA Y EASEMENT W1 TH PASSIVE TRAIL WA YS) RECREA77ONAL AREAS INCLUDE A TOT LOT, FIRE PIT, RECREA77ONAL GRASS FIELD, BENCHES, PASSIVE RECREA77ONAL AREAS, DOG PARK, AND EXERCISE STA RONS THIS INCLUDES OPEN SPACE A,B, C, AND 9,083 SF WI THIN OPEN SPACE F. TOTAL AREA REQUIRED., 200 SF x 144 UNITS = 28,800 SF . a T N N I P SEE SHEET Z5 FOR RECREATIONAL AMENITY PLAN FOR THE PHASE ll DEVELOPMENT ES SLOP PR ERVEO MANA ED G S. NO PRESERVED SLOPES ARE SHOWN WITHIN 774E LIMITS OF THE POPE S E PROPERTY MALL AREAS OF MANAGED G SLOPES ARE LOCATED ON 774E PROPERTY AND SHOWN ON THE EXIS-RNG COND177ONS PLAN SHEET (SHEET 3) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET NOTE- VILLA UNITS: 1-1/2 STORIES (MAX. HTr =25' & MAX. FOOTPRINT= 1665 SF) - BAYBERRY UNIT TOWNHOUSE UNITS. 3 STORIES (MAX, HT = 30' & MAX. FOOTPRINT= 800 SF) - BALFOUR & POPLAR UNITS MUL77-FAMILY 3 STORIES (MAX. HT = 30' & MAX. FOOTPRINT= 5,544 SF) - 2 OVER 1 UNIT SETBACKS: FRONT. MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM - 25' MAXIMUM SETBACK SIDE: MINIMUM - 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM - NONE BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20' MINIMUM AND NO MAXIMUM SUBDIVISION ST REE7S• CURB & GUTTER WA TE SHED: R LI CKINGHOLE CREEK WA TER SUPPL Y WA TERSHED AGRICULTURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY O DED B A COMBINA77ON OF ROUDABUSH GALE AND ASSOCIATES D TOPOGRAPHY PR VI Y AN LOUISA AERIAL SURVEYS INC., JANUARY 20OZ GRADED AREAS WERE FIELD SURVEYED IN 201 Z THE UPDATED BOUNDARY LINE INFORMA770N WAS SURVEYED AND PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN OCTOBER 2021. INFORMA77ON FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. DATUM. • NAD 83 EXISTING VEGETA770N: PARTIALLY CLEARED AND GRADED UNDER PREVIOUS LAND DISTURBANCE PERMIT. LIGHTING: NO LIGHTING IS PROPOSED PARKING: REQUIRED PARKING. 1. (2) OFF-STREET PARKING REQUIRED FOR EACH UNIT SFA UNIT: 100 UNITS x 2 SPADES I = 200 SPACES G SPACESREQUIRED FOR EACH 2-BEDROOM APT UNIT. 2. 2 PARKIN PA () 12 UNI IS x 2 SPACES = 24 SPACES J. (1.5) PARKING SPACES REQUIRED FOR EACH 1-BEDROOM APT UNIT: 12 UNI IS x 1.5 SPACES = 18 SPACES J. GUEST PARKING (1 SPACE / 4 SFAIUUL 77-FAMIL Y UNI I S). 124 UNITS x 1 SPACE/4 UNITS = 31 SPACES TOTAL REQUIRED PARKING.- 273 SPACES TOTAL PARKING PROVIDED (SFA & MUL 77-FAMILY UNITS): 224 GARA GE/DRI VEWA Y PARKING SPACES 27 OFF-STREET PARKING SPACES 22 ON -STREET PARKING SPACES TOTAL PROVIDED: 273 SPACES NOTE.• ON -STREET PARKING SHALL BE PROVIDED ON ONE SIDE OF THE STREET WHERE INDICATED ON SITE PLAN. NO PARKING SIGNS WILL BE SHOWN ON THE FINAL S17E" PLAN DESIGNA 77NG AREAS FOR ON-S7REET PARKING AND WHERE THE ON STREET PARKING IS PROHIBITED. PHASING: 774IS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT WHICH IS BEING DEVELOPED IN PHASES TOTAL, INCLUDING PHASE 1, 11A, IIB, 111, I V & V. BURIAL SITES., NO CEMETERIES WERE FOUND DURING A FIELD INVES77GA 77ON OF 774E SITE STREAM BUFFERS.- 774E S77?EAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE KITH THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE RETAINING WALLS• A RETAINING WALL IS PROPOSED WITH THIS PLAN, SEE GRADING SHEETS. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE NTH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS W17741N SEC77ON 32. Z 9 OF 774E COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 14. SEE SHEETS 23 & 24 FOR THE LANDSCAPING PLAN. BUILDING SITES.- EACH PARCEL CONTAINS A BUILDING SITE THA T COMPLIES K1774 SEC77ON 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. . S7REAM BUFFERS/FLOODPLA/N: THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON THE SUBJECT PARCELS, PER FEMA MAPS 5100JCO228D & 51003CO229D, FEBRUARY 4, 2005. STREAM BUFFER EXISTS, AS SHOWN ON SHEET J. OFFSI7E DISTURBANCE: NO OFFSIDE DISTURBANCE 1S PROPOSED W7774 THIS PLAN, EXCEPT FOR 774E 77E-IN CONNEC77ON TO THE SANITARY SEWER . WITHIN EXISTING UTILITY EASEMENT. FIRE FLOW / BUILDING CALCULATIONS: WATER/SEWER: THE DEVELOPMENT WILL BE SERVED WITH PUBLIC WATER AND SEWER. THE WATER PRESSURE FOR THE DEVELOPMENT IS 2850 GPM AT 60 PSI. ISO CALCULATIONS.• THE MAXIMUM REQUIRED FIRE FLOW FOR THE PROPOSED USE, BASED ON ISO CALCULATIONS, IS 1250 GPM. 1MPERWOU.S AREAS: ON SEPTEMBER 28, 2021, 174E ALBEMARLE COUNTY PLANNING COMMISSION Proposed Roadway 148,990 sf APPROVED A REQUEST TO VARY THE PRIVATE STREET SIDEWALKS AND PLAN77NG STRIPS SUBJECT TO THE FOLLOWING CONDI T7ONS>• Proposed Sidewalk 39,200 sf 1, THE DESIGN OF THE SIDEWALK AND PLANTING STRIPS MUST BE IN Proposed Driveways 42,880 sf ACCORD WITH THE PROVISIONS OF SEC77ON 14-422, WITH THE EXCEPTION OF THE LOCA 77ON OF THESE ELEMENTS WHICH MAY BE Proposed Residences 167,500 sf LOCATED IN GENERAL ACCORD WITH THE LAYOUT SHOWN FOR LOTS Proposed Emergency Access 4300 56-65 AND LOTS 86-97, AS SHOWN IN THE PRELIMINARY PLAT 402,870 sf I 777LED "GLENBROOK AT FOOTHILLS - PHASE 111, IN177AL SI7E PLAN & PRELIMINARY PLAT", PREPARED BY COLLINS ENGINEERING, LAST OVERALL ACREAGES TOTAL ACRES OF LOTS• 10.36 AC (51.9X) REVISED MAY 20, 2021. 2. A MAINTENANCE AGREEMENT FOR 774E SIDEWALKS AND PLA77NG TOTAL ACRES OF OPEN SPACE.• 6.05 AC (30. 3X) . STRIPS ASSOCIA 7ED IN TH THE PRI VA TE STREET MUST BE RECORDED TOTAL ACRES OF ROW J. 55 AC (I Z 8X) I WI TH THE FINAL PLAT. 0 D, I 0 , , I 11 I 41 I In 0 . 0 I L M4 :I I 1111 irif jc[l 11 i 1, "I I 'I ki 61 m 0 . � I I I T WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA - __ 1111�11111111 01 -- . . I - ------ � I www - . _.* . ". iI I I - ��iiiii, f. 14 F. rl �. � � I �r� �� GIs 1�, I` „lpR �% 1, -1 a T � . r,rriaaYstsres�tf���; .,e;�m�n * af�v' .", n 1 r i I ., ��► 1: p t a 'f �; LN 1. I ; - . - mik&mg, .. I - 't Is i � I Q - /aR :ilk'►,► rl.'.r�, I 1f 1 ,,►i ---_ r, I :. �. . I r �'1 , - l • )� l f, 1 - ;.. ,.� Il ■ 1` -_. i !` '1 ■ _ ,. I F n M l r t$ ;` WA, �°'�litS!' �sR SR 1� �. , � mmml&%,�-%NM �"._ .. d t 3. ? --• , A. LOTS c.Q Lar :.. - LOT t'. 3ss R �. r. • # Mi '�v1 ` 53 LOTS: j '� p ,` ! , ,`•1. i f ,1. I 5 ,1 LOT 90 ! n r�; .'..'; 1'.':::.. 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' `+ '�t+y, ,•a x'.`a�.° t a'° S y 1 y.: �ti c , / �!. % /;a f£f' t I \ \ : - I I , � , ".;!� - � �� ., I ,`'�, `U a.. ` -.l �' (• LOTm s:4 , _ s x �;;4 , j. a+:,s .. ` �eF r. 1 f�a.. :, t * '��!�' , ,,,g ,,.> m m" t w, t y<t,. r E , 1 r, f. '� ,:,r::.�.+-^�'•-- , s y yr r"sJ ""s�, M'.,:q uP'.'., r.•iy ,c'r +....,,,_ - .,$,i .$, �`�� \y '4 l ��.: .. tx if i.1 'gf°.Ts �r LOT„ 1.1..,.. r. \ �, t,,..,m .' o , • s ; -% r� r ,. , .: A i J 1'i l f 3 1Q, -V 4 �k - ,. ) .'�' Y'\ ..' c, ., , w f rm ,. , F i �.� \"'. gm N'. , , , . , . - "",_ - . - ' . . ., - ., ". ,. \ _� LOT '�X III I �� � I. :$ �11 ��I �,I I: I; ;�1� -I--_.1.-- _� ." I I II ,1.� �. I1 I" 1�.,1 I..-I:� I % .1. %. .- � 1. ,. 1 I I .: I..:I�I., , 'p�I1 . 1- ..... -, . .n 1 I -I [� .III �. � .I :-1. C�, �� -.- I1 '� 1. ..� 1 .� .17, ��� ..,- �,���, " .. � , " II _i,'I- .;r.,.\.. .:`_�� A 0 �# ti s `` `.`,w+..-gym ♦ArE°`Y,,,,..•"-' 4 , } _ \'' ,I I ., � LOT .,,-"� ' x \ . t _ a54 :vr)a 1 as `~� .. �; , y C .F "1 r•.:. ` . ` :vrm . . . . I . \,% . . . . � . . . , - ." � L ;r: .,m .z . �: l t� I I . / %. .:- � f k a ., k" `'•••s"" t`\ 4. .,',, , . ,`l ��.'��_ .1 � , .. . 77��,_ , \ t yy -.11 ___ h1.1. , t r' l �-- w -_, . -1 .:r; ~, '" ;.: ry. ; z- �_* SHEET LAYOUT SCALE: 1" = 100' I . � _ E::== �""j C� p At � D [�J mm 7.;, r rr� .;.m . 11111} n r r+ .. �V_ ti G ��.:,. :, .' P S Y - ,�, .:4>,., fie.,. �: za LOT 73 ; .. Lar- f .; �. o c LOT 74 8FD LOT 7? L LOTS `3FL1 S ii � . Lame ' LC} 37 �•.,�� Q Lrsr 75 LOT r� LOT 7 sFo SFD' r `` LOT 70 LOT fib '* ---- _ SF9 -' ` x sF� a . I -, ,. Laf,, LOT T8 . O �A - $F7 •'. LCf B. ,. ears i ,, 375;� :UT K' % LOT 77 ' / :. , ' $FD "" z LOT Z8 j 3FO ! LOT 79 LOT„ 3FD 1. '.I..-.:..:.. NOTES. 1) 7741S PROPERTY DOES NOT LIE WTHIN AN AGRICUL 77JRAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED, W771 THE EXCEPTION OF THE UNITS PROVIDED ON 774E APARTMENT LOT. 3) THIS PROJECT IS NOT LOCATED WI THIN FL00DPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D ADOPTED FEBRUARY 4, 2005. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS 5) 1 TE TRIP GENERA TION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE /TE" TRIP GENERA 77ON MANUAL, 10TH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 124 DWELLING UNITS (100 SFA UNITS & 24 MUL 77-FAMILY UNITS) ADT RATE - 7.32 VPD PER DU = 908 ADT (454 EN T ER/454 EXIT) AM PEAK RATE - 0.46 VPH PER DU = 57 VPH (12 EN TER/45 EXIT) PM PEAK RATE - 0.56 VPH PER DU = 70 VPH (46 EN7ER/24 EXIT) 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE, 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. 9) SEE SHEETS 9 & 10 FOR THE LOCATION OF THE RETAINING WALLS WITHIN THE PHASE 111 DEVELOPMENT. 10) ROADWAYS AND PAVED CIRCULA 77ON AREA = 148,990 SF: i 11 r f r v F , "► ^ .'' , .. , 4 4 t A m� P,I F.i f ., Jso ....i.. . .j 1 f , - --- i!' a 3; . r R I._ ''Hm I �*�, ..... . .. i. f r r r a. 11 : ,� , f �' A�'V . ,, 1,,,x3_�E �. ev �.�I'll, '04 " , ' ,, .�, A ( y Mi �r� I _ -l? _.. _ . : --_., .11 r. _ VICINITY MAP SCALE: 1" = 1000' k Sheet List Table VICINITY MAP SCALE: 1" = 1000' k Sheet List Table Sheet Number Sheet Title 1 COVER 2 PROFFERS 3 EXISTING CONDITIONS 4 OVERALL DEVELOPMENT PLAN 5 SITE PLAN 6 SITE PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 GRADING & DRAINAGE PLAN so GRADING & DRAINAGE PLAN 11 ROAD PROFILES 12 PROFILES ROAD P R 1 3 PROFILE ROAD S 1 4 EWER PROFILE SANITARY S S 15 SANITARY SEINER PROFILES i.G STORM SEWER PROFILES 17 STORM SEINER PROFILES 1$ DRAINAGE MAP 19 DRAINAGE CALCULATIONS 20 ' NOTES & DETAILS 21 NOTES & DETAILS 22 NOTES & DETAILS 23 LANDSCAPING PLAN 24 LANDSCAPING PLAN G 25 RECREATIONAL AMENITY PLAN 25 Total Sheets me R r- 1 EXIS77NG CULVERT ..._.,.- _ EARTH DITCH CUL VERT DRI VEWA Y CUL VERT DROP INLET & STRUCTURE NO. 11111111111111111111111111 A BENCH MARK CURB CLEARING LIMITS CURB & GUT TER - - - - . PROPOSED PAVE►bIENT �- EC-3A DITCH - - - -200- - - - EXISTING CONTOUR 6 DEPTH OF EC-3A DITCH PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH +�- PROPOSED SPOT ELEVA 77ON 6" d DEPTH OF EC-2 DITCH BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3m WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTON AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACRID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND SPRINKLER THE S ER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. APPROVALS DATE DEPARTMENT OF COi4�MUNIT�c' L�E�EII�PIVIENT PLANNER/ZONING .10'LL ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION . ImALTH DEPARTMENT ,�, H`' Vir"'� Q � � SCOTT R. LINS " y Lie. No. 035791 r-6 11/09/22,�' 4'4 �SxQNAL E'�k_ z 0 W 2: L x, a V H z Q z o ce 0. U tD C � z 0� O g < 0U t (A li.-� th to U) Z z W = C1 t~n H W,i CV W 0 0Z o d H C) w a 0 ¢ oL � 1 to to � �) Wnl� -J J r� & 0 z Ce M V) z 0 `� U- - z WL H Ul W z �� Q N N N N W :; 1 a ^N. o � rnc� a) ti M z :5CYi rn p„ N M LU �- d' F-1 N V) N z W I -J J H H W W �f1 V / �- < & .j rL > f) 0 U V J Y = W � '= o o Z W �- � Q � �- .'�e U) 0 J~ W � CO oO� Q z (.9 w J uc) N� r_1 a113� W W a cn cos Na. 112066 SCALE AS SHOWN SHEET NO. 1 11 t?"L J H PROFFER STATEMENT FOOTHILLS CROSSING Date: February 6, 2017 ZMA #. 2016-05 Tax N>faP Parcel #: 056A2-01-00-06200, 05600-Q0 00-057CA, 05600-00-M-057B2, 056A2-01 00-061001, and 056K0-00-00-000A2 (the "Property"} Owners of Record: Route 240 Holdings,LTC; Edmund, . D Christopher.Dady & C thia D' r Route 240 LLC; Coss' INC: ail iaiC 'o R COnd-Foothills aiu , y � Rezone parcel 056A2-O 1-00-06200 totaling approximately 2,13 acres from R2 Residential (R2) to R6 Residential (R6), and rezone three parcels (05600-00-00-57CO3 05600-00-00-057B2, and ` 056K0-00 00-00QA2 totaling approximately32.56-acrs from R1 Residential 1) to R6and a portion afpar cel 3 4 acres from Light Indus to R. 056A2-02- -b1 a containin .2 cr trial 6 QQ 0 a g Total Land Area: 37.93 acres Pursuant t4 Sections 33.4 and 33.7 of the Albernade County Zoning Otdinancc, the Owner hereby Yatoltarn y paofersthe conditions ditions listed herein below which shall be a plied to Foothills Crosming (hereinafter th "`Pro if the Zoning Amendment eremafter the. "ZMA' is approved b �' e i?�') � �P �' '} PP F the County of Albemarle (the "County). These conditions are proffered as a wart of the requested fconditions, and 2 such ZMA and it is agreed that (1) the ZMA itself gives ;rise to .the need -for the ( ) conditions have a reasonable r e requested. dtri ab a relation to the rezoning 9 The term "Owner" as referenced h hall mean the owner(s) of -record and.succcssors in interest . re d herein s of parcels 056A2-01-00-06200, 05600-Q0-00.057CO3 05600-00-00-057B2, 056KO-OU-00-00OA2, and a portion of 056A2-01-00-06100. The Application Plan sh iR refer to that certain Application Plan aYePgird�yGollitis Engineering Fetruany 16, 2016 last revised January 3,.2017 (th.a. "Application. Plan� Future.developmentof the Property shall be in general accord with the Application Plan. To be in general; accord. with the reflect, the major en h on the Application Application Plan, the development and use shall elements shown, pp . . Plan and listed }aglow, as determined the Director of Planning or his designee, a Streets shall be interconnected, except where. described in Note 13 of the Application Plan. } d, FPh 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. flan. c) Buildings shall be oricnted towards public streets as described in Note 9 of the Application Ilan, A stripof open space shall be provided along the Eastern Avenue Connector Road and Park F F P g RidgeStreet, wherenecess toP rovide additional al landscaA"e. buffering of an rear yards, abutting e open ace where backs of buildings are visible :from the street Page 1 ofS 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 telephoi=ae nurnber of the potential grantee, and state that the requirements of this paragraph 6B(2) have been satisfied (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -content, Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit. reined that shows the rental rate for such unit and the tern of the rental or lease. agxeement 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 -Resat Affordable I?wdling, Units for fifteen percent {IS%}:cif the total number of Units, the CKvner has the option to make a cash contribution to Albemarle: County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars (324,315,00) (the "Affordable. Housing Cash'Proffer'� for each such unit, The total cash contribution, due to Albemarle County as noted above shalt be based on the total number of affordable units bunt in the Project 7. Cost Index. Beginning January 1 of each yoaz f9llovAng'the approval of this rezoning,, the amount of each cash contribution required by Proffers 5 and 6'shalt be adjusted annually until. paid, .to reflect any increase or decrease for the proceeding calendar yea 4n the Marshall Arid:Swift Building Cost Index'C%� SI') for masonry walls in the Mid -Atlantic. The annual adjustment shall be. made by multiplying .the proffered cash contribution amount due for the preceding year :by a fraction, the numerator of which shall be the MSI as of December. I in the preceding calendar gear, the .denominator of 'which shall be the MSI as of December 1. in the year preceding the rtile-ndar year most recently. ended (the ".Annual Percentage Chan�r.'�. By way of example; the first annual adjustment shall be Seven Thousand Three Hundred and Thirty Three Dollars and Eighteen Cents (37,333.18) x 2018 NfSIy2017 MST. Each annual adjustment shakbc based. on the amount of the proffered cash contribution due far the immediately preceding year based on the formula contained in this Proffer 7. (the,amount derived from such, formula shall be referred to hereinafter as the "Cash Contribution Duc'j, provided, however, in no event shall the cash contribution amount paid ;by the Owner be less than. Seven Thousand Three Hundred and Thirty Three Dollars. and Eightem Cents ($7,333.18) per single family detached dwelling unit and Five Thousand Four .Hiundted. anti-:Forty.Seyen Dolla s. and Fifty Seven Cents (35,447.57) per single family attached d velliisg unit and Seven Thousand.: Four Hundred and Nineteen Dollars and Ninety One Cents ($7,419.91),per rn iltifamily dwelling unit under Proffer 5 or Twenty -Four Thousand and 'T'hree .Hundred Seventy Five Rollins .($2,Q75.00) : per affordable dwelling unit under Proffer 6 (the "Minimum Cash Contribution'�. The Annual Percentage Change sball be calculated each year using the .Cash Contribution Due, even though it may .be less. than the 11finimum. Caah Contribution, HOWEVER, the amount paid by the Owner shall:not be less than the Minimum Cash Contribution- For each .cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted. each year. Page 5 of S d, The Greenway trail system shall include a connection to this phase of the Foothill Crossings Neighborhood and a connection 'to Crozet Park, The he Sof the proffers and conditions .set forth below have been <prepared :for convenience or reference only and shall t y all not or affect.the meaning or be taken as an interpretation of stray provisions of the proffers: 1, Patk Ridge Street Road Construction and Medication. The Ounier shall all cause to be construc ted a two lade road in .the general location of tbieroad 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 e. b constructed bonded and rea to be reconitnended b the Albemarle County, Board dy y t3' of Su ervisors for acceptance into the public s . tent and the County . .` eer shall have determined P P F ys i:Y �g� - that the roadurap is safe aril convenient for. traffic (hereinafter, "completed") prior to issuance of the tenth (10th) certificate of occupancy(he-rein after. "CO' within the Property. Once the Owner completes Park Ridge and within sixty (60) days after the written request of the County, the Owner shall dedicate Park Ridge as a _ public roa d. 2. Eastern Avenue Connector Road. Construction and Dedication. The Owner shall cause to be constructed a two lane road in the general location of the road identified as Eastern Avenue. Connector Roadway"Eastern A ( venue"') on the Application Plan. Eastern A , A & sidewalks;. street error will be an avenue section m F des with bike lanes Orkin trees and curb and tier. Eastern Avenue shall be constru bonded and read y 6'u �, y to be recommended ed b e Albemarle y -the County Hoard of Supervisors'for acceptance into the public System,. and the. County Engineer shall have determined that the roadwayis safe and convenient for traffic �, .h, einafter, tom 1 ri a� er eted or to issuance of {h . ,., p ') }? the fiftieth (50) CO within the Property. Once.the Owner om letes Eastern East Avenue and P . � �" ern n wtthsxx :six . 60 � s a . >rtpr. tla „ �tteis re t..est of -the County, , S the - Owner shall dedicate Eastern Avenue as a public. road. p 3. (3reeaway Trails. A, -Construction d tru lion an Dedication of Greeuwa Y rail.T ` s. A Arnitiv n _ e trail etwark co sister wi n t th the Coun s d es standards. for- a Glass B ' p �y � el riiu u [toe lure trail dial type a be established �vithiu-the Greenwa : The;installatioa P �` of the trail shall not preclude the future conversio n, an, by Others, of the trail to Class A - paved trail standards. The general location. of the trail network is shown on the F Application, Plan however exact trail locations shall be determined based on site conditions. . irons.. 'Installationf o the trail network shall be..cornP prior nor to issuance of. r al of a to 0� ov the nth 1 CO -ape ( ) O or a single family dwelling within the 1 Pr0jeer. Upon the re ues of the n � t County, 'but not iron to the issuance of the tenth 14 CO F q t!'� p { } within the Pro -eel the .Owner , shall dedis�te. to the County an 'casement for public use . l t3' ov er the Greenwa are a li s -shown on the Application Plan. Prior to the Con s Y PP , r nest t dedicate such easem . , - Q err _the. Owner may dedicate portions of the Gxeen�ra e9 �, Y p� y by easement concurrently wjth one or more subdivision plats far.%!i lying adjacent to n the Greenway; provided however; that Owner ay reserve.in such easements, rights of Page 2 of $ Access for utilities and maintenance. Each subdivision plat shall depict the Green -way area to be dedicated and shall bear a notation that the Greenway area is dedicated for f any of public. use. If, at the time -;the County requests dedication o .the Greenway, y part the Graeawa lat; shall be ( that has not been dedicated b subdivision . within six 6 P (). months of such request) at Owners cos surveyed, platted ",recorded with one or 9 ) � eye, more deeds of easement dedication B. Bike and. PeS§man Tunnel Pursuant .to approval VDOT and the County, the (honer shall construct a bike and PPr .. by �? tunnel er `after the "Pedestrian Tunnel' along the trail ,network .as it pedestrian � rill '} g Tunnel shall tie f r r . iew Avenue- Th T el. design sha be subtnitt d a ev passes underneath Eastern. A„ ue, e u gn . with the roadway plans for aster Avenue. Installation of the Tunnel shall be completed. prior to issuance of approval of the tenth (10th) CO for a. single family dwellingwithin the Project. l 4. Community Civic Space. e Th Civic Space O h ware fee of laud within the P ' ct far a Civi a Owner shall oxide not less than 20 000 s t roe e q in theleral location identified on thaA PPliction 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,: 5 , Cash ProNer for Ca ital Im rovements Pro ets. � P !� The Ciwner shall contribute cash on a per "market -rate" unit basis in excess of the number .of units that are allowed by right under the zoning in existence at the time of this zoning amendment f men n public- facilities and for a ores of addressing a fiscal impacts of development o the Coun s ub c acili th .pure � m p is sap tg p i fmstruc 2_. -. j ti ... i ramp r e t .., ... f this n ,tore,... e, scha'o s, F.,hlic safety, Z,h.,.,.- _s, arks a�cj traaq cu-ts!two. Fa.. th. ._ sPs o P SP � ProfferH�� - Residential zoning is five 35 5 the number f - allowed b right under he R 1 i , Q Units e. y ``5'.. t $ g the ( .) in l - s` in Project s e-fa detached units. A market rate unit is an famil detache t the g � t y �� �' � un-' l that is not either a For -Sale Affordable Housing Unit; or For -Rent. Affordable Unit as described in Proffer 6. The cash contributions shall be Seven Thousand Three Hundred ThintY Three Dollars and '� C 3 each sing f a Eighteen ..eats. ($7, 33.IS} for a single amity detached. dwelling unit, other.. -:than constructed For -Sale Affordable Duelling Unit within the Prolect quati£yingas such under Proffer ffer to In other wards the cash contribution market xuto single fiwjily units shall b ` after a buildem g permit for the 35th market rate: single family- unit is issued. and prior to the. Owner obtaining a P � Y P g building permit for.. the 36th market rate single: family unit. The cash contributions shall be Five Thousand _lour fluridred Forty Seven Dollars and Fifty Seven Cents (55,447.57) for each single family attached dweffing uni oilier than a constructed For -Sale Affordable f ab 1e Housingt Un.i or a For Rent Affordable Ho Unit the Project as Proffer, , The cash Housing U t within F alert qualifying such ,underfig contributions shall:be Seven Thousand Four Hundred Nineteen Dollars and Ninety One Cents ($7,419.91) for each multifamily dwelling unit, other than a constructed For Sale Affordable Housing Unit or For Rent Affordable HousingUnit within the Project uaii as such under Proffer 6. q �g Page 3 of 8 Date: t� OWNER of Tax Map Parcel 05600-00-00 57C0:& 056A2-01-00-06200: ROUTE 240 HO1 DINGS, LLC, a Virginia limited liability company By: AL.AN TI ANLOR, NA .ETtto2 I -z-e• 0 o f F% ,C—; 0 Date: F r- 6 '� 1 t 7 b. Affordable Housittsr. 0 The Owner shall provide affordable housing equal. to fifteen pemmt (15 /o) of the total number residential one hundred 100 . total units are dal units constructed on the. Pro For example, if o ( ply. P _ } - e e uired to satis this Proffer 6. constructed m Project, fifteen 15 units or,th a utvalen ar _r Pro m e err l � ( } q � 9 fY - u . objective The.'©wren or its successors m interest reserve the t to meet the affordable housing obi e through a variety of housing types, or through cash contributions, as more particularly described in sections 6A, 0 and 6C below. A. F -Sale Affordable Housing purchasersUnits. All of the F r-Sale. Affordable Ho"swg. eI w s le Co - Housiri afce r its Units defined h a hall be a ov b the Albemar uri o ,( - ) PPr � y ty g desi ee: For-Sale.A fo dable Housin .Units shall be dwelling units offered for sale �' £ x � 8 at no more , than five percent b5°lo o£ V' a" Housin and Development, .sixty p i . ) g a � ,time home= erprogram.Th C sits ' ric r frrs bu u A m '"urns efa A their s `VI -ID x �' ( '} P y Owner shall provide the County orits de ee a riled of ona hu ndred twenty (120,) Ing.Unts.days o tdn andPre u i4�an eAchaserFar-SaleAffordable hThe. one, hundred twenty120 day period shall commence up on written notice from the (, ) Y F Owner that the unit(s) shall be available for sale: This notice shall not be given more than nine 90 days prior, to receipt of the Certificate of Oceu an for the. licable c5' aPF t9( ) aY PF - ale Affordable Housin U 'e Coun ' or its d i ee may then have thin 30 Nor S rn the a >y to days within which ,, provide a qualified purchaser for such Fox -Sale :Affordable Housing Unit. If the Countyor its designee does :not provide a, ualified purchaser � q • duringthe one hundred twenty 120 day period, the 0%ner shall have theright ht to sell tY( ) YP � g the unit(s)without an restriction on sales . rice or income of the urchas s . y p P �) B. for -Rent Affordaiale Housing Units. 1 ental Rates. initial net rent f each rental housing unit for which Qwrier seeks (} K The, al r far tar ing tin . for C F r-- e` ` ca o o the purposes af. this -fifer. a . o R..nt Affordable. Housing, >•o qualification 1'P P ( use P Unit' shall not exceed the then -current and applicable maximum net rent.rate approved '} FP FP by the Albemarle Comity Housing Office: iri each subsequent calendar pear, the monthly net rent for each For -Rent Affordable Housing Unit may be. increased up to three percent, 3° o . F this coffer 6B the. term. "n r t" means that the l For purpose of e t et en P ( ) P'�F P does n include - - - ement that the tents for. such for-: rent ant d uttlities..The re uir of elude ten P� q maxi„ at exceed the rents r f For -Rent Affordable Housing Units may n um errs or such o t' y established in thisPph B shall apply Sfor a period often (10) Years following the date the certificate of oceupancy is issued by the County for each For -Rent Affordable HousingUni or until the units are sold.as low or moderate cost units as such � ;a e Ho D Anth` ri ers Home under either the V u evelo erxt a Partin �. Pm ty Administratiog orHousing and Urban Development, DevetoP en� Section 8 w icg hewer cimes first (the "Affordable Term' 2 Conveyance of Interest. All deeds cony. ` an interest in the For -Rent Affordable ( }. y �g y Housing Units during the Affardable shall contain language,reel that such unit H Term. g 8 is subject to the terms of this subparagraph In additia all contracts Pertaining to a conveyance of an For-Retit Affordable Ho Unit, or an art thereof, d the � Y �� y p � Affordable: Term shall contain a complete and full. disclosure of the restrictions and Pa ge 4 of Amended PROFFER STATEMENT FOOTHILLS CROSSING Date: March 2B, 2022 ZMA#: 2021-0015 Parcel ID #: 056A2-01-00-06200 Owner of Record: Glenbrook LLC Rezone Parcel ID # 056A2-01-00.06200, totaling approximately 1.89 acres, from R-6 Residential to R- 6 Residential. Total Land Area: 1.89 acres Thee owner and applicant sp ecifically p eeifi tally deem the following proffers reasonable and appropriate, ro irate, as conclusively evidenced by the signature(s) on this document, The Proffer Statement for Foothills Crossing, ZMA 201 b-05, dated February 6, 2017, and approved by the Albemarle County Board of Supervisors on February 8, 2017, shall remain in full effect, except that the - development of Parcel iD �p (156A2-01 00-06200 (the "Property,") shall be in accord with the Application Plan prepared by Collins Engineering dated February 16, 2016 and last revised on February 18, 2022, exempting the Property from the Building Type requirements of ZMA 2016-05. (Signature page follows] The undersigned Owner(s) hereby proffer that the use and development of the Property shall be in conformance with the proffers and conditions herein above. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same Instrument WITNESS the following signature. OWNER of Parcel ID # o%A2-oi-oo60omo: Glenbrook, LLC, a Virginia limJted 11abilitycompany By: Riverbend Development, Inc. Its: President I 2 a � r, SCOT�R.LINS U Lie. No. 035791 V fi 20 22 `5 101VAL 0 N'A L a J a Z o m m d �--s Z:) toll � Cn oC U V) Z En W � , 0 0 Z z Z 1■■�1 a +a a. U-) W H U) Cn W DC -� Q J Q Z Z W H1--1 N N LU Q C) o 0 0 ) 13� L.L LL 0 CL Q� D W JOB NO. 112066 SCALE NIA SHEET NO. 2 Nadi N THREE NOTCH'D is HEET, 20' SANITARY SEWER ROAP-ROUTE 240 S EASEMENT .14 b TH TH V I D.B. 1997, PG. 235 U]'U E ......... R ..... CS4 NITARY,�' SEWER E4SEMENT A, z u L S N\ NX 0 SC TT R LLINS 4 (jr Iodc.1 No_ 0 35791 �iSl Ldc. No. 035791 LOT EXISTING LOT LINE t DB 5389 PG 86 EX. 20'A SCOTT/R. t*&LLINS V PHASE j TREEI POST 1 STING FUTURE TREEL \118 LOT 2 /22 0 8/20/22 25 MPH INE *V r -216- _�§9?59'6M .08'- - CY_ PHASE to t_ur ,,,MANAGED 20'WATERLINE EASEMENT STEEP SLOPES 113. 611. PG. 440 D.B. 692, PG. 148 ��B M #1 uj E -ED L N I- T-- 2: 1OP OF P08M CZ) x 25 MPH OVERHEAD NP9' 14- 56-E 0 u 185.61- u- CD < ELECTRIC LINE TMR 0560 N I AqREAGE: 8.50 AC z LJ CREEK, CISTINGli R=530.50' L=392.28' m DELTA. 42822'03o D.B./Pq,: 5 USE: TANGENT: 205.5EY FAMILY RE --,TMP: 05W-01 -OQ-06200 CHORD: 383.40' 'OWNER: GLEWBkOQK, LLC BEARING: N69*34'02'W Z DE DRIVE RM EX. PARK RI HILL TOP STRE T ACREAGE: z OP ST DB. 4972 PG.7'�6 ZONINQ� R-6'�RESIDENTIAL z rz HILL TOP S D. B./PG.: 5Q9^ C13 Lu co USE: REMDEkTIAL C) ce- r U) F 04 R=530.50' NW�g 26 LO 'W 82.11' L=71.72' (A 37D) �§6 V) TANGENT- 35-92' LU !AN, E 5 Go CHORD: 71,67' DELTA: 7644'46" S890 14'56'W OR4 ff S, UG NT DUN �ON ,F41)MAN z BEARING: N44'3934'W 0.1030 AC S JAC )13 M 85-89, CO ZONING: RE�D .,CID MARGARE ]C�.B. 2825 .476 TMP 056A2-04-00-00OA2 0.2130 AC tE COUNTY OF ALBEMARLE -6 > V) ZON ING: F. Lu 0 00-03600 DEED OF DEDICATION TO ALLOW RE� IDENTIAIT., 00-00-00-05500 R=469.50' FOX, "StOPIJER FOR THE CONNECTION OF PARK R=469.50' 63 �#7PG Oj Z z ca NER:, CONTY OF ALBEMARkE Q OW RIDGE DRIVE TO HILL TOP STREET -K jrsme*414 533 DELTA: 48-2!q08- U- u- 4 NAN��ADMINISTRATt`O _Clq -C F1 N 14 V) 0.2030"ACRES HAS BEEN RECORDED, TANGENT: 211.18',,, Lu oloo ACkEAGE`219 A 0 ZO R-6 79TDIE q*W, ce D.B. 4850, PG. 52 CHORD: 385.18' C) Go S40 11"E D.B. 5158 PG 12 BEARINq: N66*32'00 11W -ZONING: R-4R6 rn 162.44' ce 2397/431 it D.B./PG.: f-4 Lu EX. SAN. ao SWR TO BE LO REMOVED < R=469.5WU L=13.73! -100- 1 REAM DELTA:,1*40'JT 10 LL_ BUFFER jAhGENT: 6.0-T CO QD CH19RD: 13.7Y 20 ROW TO BE VACATED '28-27 EXISTINO.,TREELINE D B. 227, PG. 380 BEARING--N41 MW co cv) . 0, D.B. 322, PG. 544 (PLAT) r4 r4 r4 TMP: S8 05600-00-00-057DO 9"53'07"E 212.31' 3'07"E 8r S89"5 S89"44'59"E 193.12' 6 I uj I -qYVNER: GLENBROOK, LLC 51 810.51' 52.15' . . . . . . . qr kD C) C3 C) ACREAGF,� 9.72 AC '15, RE ING: I�t- -SIQ ZON �NTIAL . . ... . . . . . CN D.B./PG.: 5039/66 PARK RIDPE DRIVE ial USE: RESIDENTIAL N40a 3& 1 1'W DB. 5075, P 664 99.87' -16 _0T __SFA_ DELTA: 30"M 1* m u 0 TANGEtjT. 79.63! . . . . . . . EX. SAN. CHORD: 153.7r SWR TO BE BEARINQ�S61'38'42"E 66 REMOVED 6, 1 --------- - .67 4 . ... ... if "I ------- AW -674- R=13.5WV _::::� . ........... L=22.7r ...... DELTA: 9643823" S .......... I ........ .... 6;,o TANGENT: 15. 16' cyi ORD: 20. 1 T 96.78' k LOT 73 PORTION OF EXISTING fBEARINQ: N28-2424-W A-. R=13.5V f SANITARY SEWER TO BE Lzmie.54, ...... A REMOVED AND REPLACED SFD LOT 10, Az DELTA: 70613!00" '74 EX. AQSA ARY ��WER TANGENT: 9.49' SAN IT LQT 72 .... .. v 10,0'STREAMl, NOTE: AL �z S F IN 20'ACSA SANITARY ESMT BUFFER. L SEWER MAINS AND CHORD: 15.53' D. B. 1997, BEARING: SW01'1-rw SFD,- REZONING LINE MANHOLES UPSTREAM OF -MH-Foothill-10-1 SHALL BE C2D - - - - - - - - EX LOT 132 67 REMOVED -6.1 LO EXISTING LOT LINE ISFA NITARY 1056A2-04-00-000 (V h'i LOT 75,, 20'ACSA SA LOT 71 TMP: (:YW - ER" PARKSIDE VIL 20' SANITARY SEWER EASEMENT SFD LOT 133 N EWR EASEAMT :e) EX MH PSV OS 17 DB.5075, PG.664 SFD (ED SFA HOMEOWNERS LOT 70 LO ACREAGE: 5.69 AC I EX-MH-Focrthill-1 0-1 k SFDO LOT 61 LOT 134 SFA SFA co ZONING' R-6-RESIDEN TO REMAIN _�D 'IATIO1 ASSOC, T68/ sD. B./PG.: 32051626 L( 7- 62 _N EX MH PSV OS-16 LOT 7Q E: OPEN SPA OR THE CED PAR/KSID SFD . .. ... A LOT uj NOTES: NEE !IGHBO D ------ -Yl w Y. y N89*51'1 V`W 610.09' THIS PROJECT IS NOT LOCATED WITHIN FLOODIPLAIN LIMITS, BASED L OPTHILLS ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. RTION OF EXISTING EN4ROOK AT F PO BY-RIpHf SE�qTION E 1 OE NO2v 44'431 SAN ITARY S EWE R S894 51' 11 "E EE AR 2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & EASEMENT TO BE VACATED\ 57.38' ICLUDES A MIXTURE, T LO 77 GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE CITY, 'OF EVERGREEN AND SFD uj INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN CZD DECIDOUS TREES,. LOT,78 OCTOBER 2021. TOPOGRAPHY WAS UPDATED IN OCTOBER 2021 SF D*� OT 79 WITH FIELD SURVEY AND HAS BEEN FIELD VERIFIED IN DECEMBER L 7 20'ACSA WATER 2021. DB.5075, PG.664 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. EASEMENT LOT 80 4. 100'WPO STREAM BUFFER IS SHOWN. THE 100'WPO STREAM mr THE MANAGED STEEP SLOPE IS LABELED. SFD 7 BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM. ATES. THE STREAM WAS LOCATED BY ROUDABUSH, GALE & ASSOCI LOT81 PORTION OF EXISTING/ SFQ 120 60, SAN rrARY SEWER TO BE �i /LQTN12T S29 Ei REMOVED AND REPLACED -,EXISTING TREE AREA W A' RES� L 00 INCLUDES A MIXTURE 20'ACSA SANITARY EX. 20' EMERGENCY olo OF EVERGREEN AND ow (21D 500 SFD 1 ACCESS ROAD ::-K SEWER EASEMENT �O LOT 82 !=RYV!:CPH LIP DECIDOUS TREES OR JENNII EXIS' DB.5075, PG.664 0.2390 APRr.S EASEMENT 3 EX MH CREEP 3.0�' PSV 0 ZONING: R-6 R IDENTIAL S-15 Parcel Owner Total Acres D..B., Pg. Zoning D.B. 2229 Y EL DEANE JR TRUST U/A DTD 0.1 R-6 PG.2 DELT*_)16-48-42' DEAN, DNEY TRUSTEE-. 10 4122/202 USE: RE D OENT: 68.42' 14N OR. DAVID LEE 0.040 46011137 R-6 2 056A204000690+0 PETERSON, DANIELLE �ROSEA D CMORP: LOT 83 BEARR 0.0 R-6 OSW-04-00 I3PUNDARY OF 0. 11' -6 R N37a52'92" 3 IQ56A 00 KING, M JACOB ARK & MARIE EVA MADELEINE W '4 EXISTING SFD W If . .. ... PORTION OF EXISTING 20' 4 056A2040007100 DILLARD WILLIAM H R-2 BAPTIST CHURCH .04*040 371/55 REZONING.�REA (ESTABLISHING SULLIVAN, JAMES J EMERGENCY ACCESS ROAD 5 056A2010006300 UNION MISSION THE BY -RIGHT R-6 SECTION F J S�,ICA I D 6 -5-A-010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.0000 159j 2_4 R-2 ERS 1 000 371/553 R-2 (21D TO BE RELOCATED WITH THIS .1990 ACRE PHASE OF DEVELOPMENT EN BROOK Vs. THE REZOVD 0 .5. 0644 :zy LOT 84 7 056A201.0006500 COLLINS, MARIAN 6 -6 RE NING: R SIDE IAL RORTIONITH PRO -2 1\ EXISTING SANITA SFD 8 056A2010006600 FLANAGAN, ROBERT MICHAEL R V Ubf5A20100067BO FLANAGAN, ROBERT MIUHAt.L V.DVU 6 tW232 R-2 TMP."'- 05600-00-00-057 EWER TO REMAIN f B PLENBROOK A�IEOOTHILLS 0 AARON, PETER LESLIE SCHNEIDER 0.1.50 5286/543 uj _o4 IN MR I IN _--OWNER: _d�ENBROOK- LLC -REZONED TION -og- )6---, PHASEI mSW iT 1, EX. 20' -ANITARY JONE§ AdREAGE;_132 AC (2M 11 0.561<1000006700 EGGC LLC 0.130 5359/29 R-6 SEWER EASEMENT ORSA BE H R 0 BALTZ,.BENJAMIN. MICHAEL 0.120 5460/53 R D8 1997 PG 235 -ZONING: R-6RES4DEN:flAL__ -6 ZONING: P CA 1j:R./PG.: 5039f75 , FAMILY RESIDFN IAL 0 GLENBROOK LLC .0.1.10 5075/664 R-6 0.220 5347/441 R-6 LOT. 8 *14 056K100000700O HILL D.�,4W9 P 11 - 9ESIDENTA�111' SFA USE: -RE89XN BRANDON K & SARA M VALANEJAD < '10 uofor\-u DUNN, C IAL 0.180 5457/729 R-6 ATHERINE S & TYLER C DUNN -6. EX. STORM DRAINAGE LOT 86 2.00 DORTA, I-VIS E & INGRID CHALITA MORENO OA50 5398/250 R 6A:2_04_W�00 y, BENCHMARK. 0 01 SFA 5404/00.1 R-6 .0 VANDERVEER, MATTHEW'B & JESSICA M 0. 1 3� 0 0 E4SEMENT EX MH PARKSIDEVIL-1-14 IaA N;pw42'4rW PANEL& P.38- D8 5J89 PG 75 ...... 18 056KrJO00007400 GOINS, TYLER A& TAYLOR R 0.180 5393/262 R-6 RIM=640' 2120 ACRE I INV IN=633.7' CID ZONING: R- SIDEN� 7500 GRAVES,.S TUARTLr&rREBECCAW REID 4 7 INV OUT=633.4' D!B. 2275 PG� LOT 87 TMP: 05600 7pa 0 HARDING, DAVID PAUL & DORIS A 0.220 5247/747 R-6 N uj -OWNER:-, STA E SFA dMPANIES 2 MUCK, JORDAN K MIA M HAMZA 385/386 R-6 0 - ----- TUR O STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 FU E 7 EX MH PSV r ACREAGE: 5.84 L; 100, STREAM PASE -6 056A2-"-00 10d. IN OS-1 4 1 0 HAYES, JOHN RIVES JR &SALLY ELIZABETH 0.1,90 5292/634 R R-6 R SI VER LOT 112 /LOT I 11 -7 INIF & PICK1�kL ZON E T14/ BU WIS S HIEF-1 110 LOT 974m I \ SFA OT �NLE I - '26/309 R-6 p z 'e, X fir 0 .or SF) 25 056KI000008100 STANLEY MARTIN COMPANIES LLC 1, MAI uHLINE �EE Y MART N COMPANIES LLC 0. 10 4ms 0.150 5226/309 R ZoNffiT R-13 kw 0.09 ACRES 7 FU'rusINE, D.B. 4814 PG. 0.130 5192/057 R-6 CHORD BEARING CHORD D STANCE LINE RADIUS LINE LENGTH I 20'SANITARY SEWER 0 HERRICK, MICHAELF & DAWN Z I 'I - PHASE ID ; p, r . . -1 1 ) E IVI E KS 0.160 5212/751 R-6 -EASEMENT I I Lrx ON, CHARLES FRANCIS & JULIE RUETTGER C1 N08Q42'07"W 208.55' 570.79 208.56' I D.B. 1997, PG. 235 400 BENEVENTO, ANGELA MICHELE U] R-6 F E.: RYI ZA I TA C2 N10o25'22"E 469.14' 469.5 491.24' 'E 0 BOOKER, JUSTIN K & CHRISTIAN T. .0.160 5391/186 �iLWLH EASEMENT 87.5 14.34' OT LINE O-r 1000008.600 SUMIT 0.1.30 dIT JVp 00 0 '1 ' N, R-6 1 UN FRANCINEELIZABETH 0.1,50 5465/51 08 5J89 PG 86 N47Q20'56"E EXISTING L 27.57 C3 I I[-*,, L W F- F__1 U0 UL. 1 F-4 F__q P-1 Lu CL U. 0 0 0� ca z Lu .j (D z 0 z F_ W x W I-- Lu LJLJ JOB NO. 112066 SCALE ill = 60' SHEET NO. 3 ly- Ld Ld z 0 z LL1 (n z _j _j 0 C) 4- 0 A-0 C: 0) (n C 0 U C 0 In III x (v Q) _r_ 4� 4-A :3 0 -C V) 41 U :3 L u) 1: Q 0 0 C: _0 lz� 0 _*_1 u D L. 0 0 0 41 _0 Cu 4� E 4.1 0 C: 41 :3 Q) 0 ul 41 0 CL 0 _0 a) Q) 0 0 j__ _0 IZ 0 W 0 -I- :3 _0 0 cu 0 C: CD CD z Ld LO z _j _j 0 Q I+-- 0 CL 0 L. CL ul :3 U x V L_ 0 0 _41 Q) E _0 0 rn fn C 0 CL 0 VI 0 Q th 7- w--W— 4 LL STRE--f I.— HILL TOP ST iF FE -04-00 M& 0.2 0 ACRE ING: R-6 IDENTI 056A2-04-MO3900 05W-044)G-03700 056L__�3wo DIS 533 DUNCAN, jAm:ES E FOX CEOUSTOPHER 056A24)4.-00-04100 KAiRTEN S OKWALKERH H&JESSICA 05& 2-044UMOO OPRANDY, JOHN 0.179DACRES 3ABLUENT LIUNUM ALTON, JOHN G ZONWO. R-6 0.2030 ACRES ORCLAUDINE 'ZMD tU. R-6 ORANNA hLARIA RES]IDENTTAL ZONING: RESIDENTIAL POSMSZALSKA CLOUTIER 056A24)44*4)40W D3. 3135 PG. 189 RES=�� D.B. 5158 PG. 512 0.1810 ACRES THOMSON, JOHN E 7112-1 PG. 476 ALTON ZONING: R-6 OR MARY RUTEI 032% ACRES RESIDENTIAL HARMON ZONING: K-6 D.B. 4373 PG. 703 0. I 800 ACRES RESIDENTIAL ZONING: R-6 D�13. 2739 PG. 302 RESIDENTIAL D3. 2734 PG. 006 Iw OMM-M-00-04500 056A24"0-04301) JEVACK, MATTIMW J OR LISA A MDORE, CHRISTOPEMR 0.1880 ACRES C ZONINQ R-6 ORNELISSA RESIDENTIAL 0-2260 ACRES D.B. 4446110.488 Z()Vuf"-6 RE$lDEK*AL 1). .;&wJ4 j4v 056A2-04-MM600 056A2-04-00-04400 MISSET, TRACY C V.193(r4CRES 1"O ACRES ZONINO: R-6 G: R-6 RESIDEINT14 DM. 34 H. 3216 PG. 1 7 7104 CEA OPEN SPA ....... ...... , t . , I . . . . . . . I . . , . . , . . . . . . . . . , 0 ...... ...... .422 ACRES ... ........................ ............. ............... .......... LOTS 2i6 TO 12o TO BE PART OF .......... --------- I�Ai* r-"A LOT 120 THE SITE PLAN FOR PHASE IV - LOT ng ............ TH LOTS WILL BE PART OF THE ............ . ...... . _'\'�LOT`jas ARB REVIEW PROCESS WITH THE PHASE IV SITE PLAN ....... LOTi-7\ TOTALACREAGE; o.z75ACRES OPLAR LOT L ....... .......... LOT 2=8 OT %o3 OT in ... ..... . LOT LOT 99 .......... I. . ....... ... LOT98 ........ .. .. v RESIDUEAREA RESERVED FOR PHASE IV DEVELOPMENT FUTURE o.22ACR6S rl DEVELOPMENT PHASE IV mp: 05GA2-01-00-OUW I000IIER. GLENDROOIC. LLC ACREAGE: 1.893 AC ZONING: R-8 RESDENTIAL DXL/Pga 5OX/154 . . . . . . . . . . RESCENIAL ....... ... 9.&2q ACRES 0 /000 7� T 7 7 7, :/,;: 'PA RIDGE DRIVE 77 OPEN SPAILr IL pap6 ACR��., .......... " oft ......... .. .... / 0 2 7, Ard R FE .T�w $Ll r 01 L 6 F OPEN SPACE F T�j 4.044ACRES, LU I 50 IMP: 055A2-O+-0I>--O00A0 LOT 4.9 011101. PARKSIDE VILLAGE HOMEOWNERS ASSOCIA-nON. INC LOT 48 ACREAGE., 5.69 AC R-8 RESIDENTIAL ZONING: D.B./PG.: 3205/020 L USE: OPEN SPACE FOR THE PAMODE MLLAGE NEIGHBORHOOD I..... ....... ...... IIOPE�51��kCiF` I% 4-8Q AC S I...... GjREENWAYE�SEME�'_*N�.�,,:, DEDICATED TO THE COUNTYJ�l� OF ALBE MARLE� VA. IlINST.#-.202200012615I` �N i.28j ALRES I+ v I IIIEkl S7114.0 056A2-04.-00-00600 W, KISTIN CHARLES OR \--,IaEDESTFRIAN` PA� I�e5420;- aPG\,!" 0.2]rA!� aRECSRES UiTLAL DA. 3640 PC. 2 I+ 056A249-00-00700 050A2 RunIMAN, HENJAMINA lup M R ERIN C dm 41FER J 0.2= ACRES G: R-6 RESIDENTIAL ZONING: R-6 ENTIAL IOJIL 2220 PQ x tlq�F RmnpwnAl Hl W _.'�LINS SCOTT R Lie. No. 035791 11 09/22 01VAL z Z < uj 0 0 u (9 z z < EL 0 LD U Z Z ce 0 0 tFu W V) V) 0 Z& w m 0 Z P4 0 0 z -i IN LU w in 0 z z LLI Q� LLI z 0 IL 0- LLI LLI > ch (n Lu > z z ca ui 14 LL. 1.-� LL. z Z 0 ILL. z w h m U-) LLI -1 h— U*) Z z LL_ N N N " Lu C) N N C) 4� z2p ;2p CD CD CD 1-1 LOTig LO 37 LOT i7 cyi LOT 68 SFDot L T cy) LOT 'r SF LOT SF C) LOT 64 f SFA ILOT 65 7 LOT30 SFA -7, . . . . . . . . . . . . . . . . . . . . . . . . . . . LUI 31 LOT 80 ui SFD N LOT 32 7 't P TH F7 ILUI 12 U) LOT33 . ..... LOT 81 20 ui SFD �QPEN-SPCEI PE 4 LOT 34 'I i EASEMENT IN DA&ACRES LOT LOT8 .40 A, . I . . . . . . . .. . . . . . . . . . ...................... .............. -,.LOT 36 ... ......... .......... -T .'IM-T w LOT7 L OT 84 SFD LOT 36 U) ILOT 4 LOT 94 LOT6 LOT SFA . ........ XISTING\ 20' EMERGENPY ACCESS LOT 85 ui SFA ROAD ANP BICYCLE & ffDESTRIAN IILOT 93 LOT 88 IPATH EMENT (DB- 6420, PG.586) SFA ORT LOT 89 LOT 37 P Tj I VACA.7 NEW PUBLI SFA LOT 90 LOT 92 LOT 3 LOT91 D A SFA 'R SFA EING ( ETE BY THE SFA R/W ARE LOT 86 SFA S PLAT U) SFA k ww'" V GREENWAY EASEMENI 2.289 (INSTf. 2022�0007909) 0 00, LOT38 LOTz LOT 87 ui SFA 05000-00-00-05793 TMP. ...... OWNER. STANLEY MARTIN COIMPANIES LLC OPEN SPACE PMEME, &N AC llcw ZONING: R-6 RENDENTIAL LOT 1 LOT 1 L < D.EL/ft; o". OPEN SPACE 12 1 - 0.09 AC OT 111 I CA LUIF110 SIF rn LOT -i SFA LUI 10 LOT 39 .... ...... SFA 'LOT 108 LOT 107 0.09 ACRES SFA LOT 104 SFA SFA SFA C) C) . . . . . LOT 105 N ....... SFA LOT 106 Lu LOT4o SFA r 0 0, GLENBROO IK AT OOTHILLS lz000 LOT 4i -FION REZ D SEC ...... PHASE IIA & 10 ONE -W-06-057B2 TMP: OWW . . . . . . OWNER: GLENSROOK. ILLCL5020 AC ... ACREAM ZONINQ R-0 RESIl"TIAL RES! IIAL I ui U. ui 0 0 U. 0 0 cy. LLJ .j (D uj 2: CL 0 .j Lu uj LLJ 0 Lu Lu m V) JOB NO. 112066 SCALE iff = 60' SHEET NO. 4 NOTES: TH THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE 3-5' SIGHT DISTANCE COUNTY WATER PROTECTION ORDINANCE. PARKING'SIGN5 SHALL BE-, . . . . 9.5'LANDSCAPE & 2. IN ACCORDANCE WITH CURRENT COUNTY CODE IF EAS p, MAINTENANCE EASEMENT 7cl I I R. L Al n&I -(MAX.. HT.=6') 4202200012613 INSTALLFD EVERY ....... OPEN SPACE A INST.#202200012613 THE DEMARCATED AREA FOR THE CONCRETE SCOTT INS D_QT STI) LEEHAY COURT Cry P. BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT Lie. No. 035791 ..NO'PARKING',SIGNS,SHALLBE*,','. ........... ...... 0.422 ACRES ........... FALLS WITHIN THE REAR YARD SETBACK IT MAY PROPOSED 8'HIGH WOODEN FENCE ... :AMENITYAREA-%'-'-*-'-'-.'- I I . . ...... NATURAL STAIN ONLY BE DEVELOPED AS A PATIO. NOTE, DECKS AND INSTALLED EVERY N G,,,-4 C�_ % 11/09/22 OTR SIDES OFANLEERD ........ ........... ..... .. +V SEE DETAIL, THIS SHEET COVERED PORCHES MAY EXTEND ONTO THE REAR &101VAL Y ...... ...... LEEHAM COURT.(T ....... 0 7\ YARD SETBACK.* .......... . . . . . . . . . . EHA .......... ZO LOTS =L6 TO 12o TO BE PART OF 3. RETAINING WALLS GREATER THAN 3'IN HEIGHT PRIV A c ............ �cr . I I .11 111_\,�__ ''.. . - I - ...... REQUIRE A SEPARATE BUILDING PERMIT. WALLS ...... ..... ........ LOT.-i.2o. \. - I 1. 11 THE SITE PLAN FOR PHASE IV - ......... -LOTi.3.9 ............ EXCEEDING ON HEIGHT REQUIRE A STAMPED .......... ...... '.'.'.'.'ROLL- CIE bD z ENGINEER DESIGN. ....... ....... CURBING - SEE v LjO,T STD. 'LOT8 ARB REVIEW PROCESS WITH 0 ........ ....... ...... ...... TH LOTS WILL BE PART OF THE 33 . ......... ............ ............ OUR-r ...... ... . -'-'-'-Z .... I ....... ............ ........... !.. I -P, - . ........ .......... ... 3.1 ... .... ..... ;S ......... .... .......... ....... .... r Ln .......... t-%j-:L2 (TYP.) ... 'CK N -,,V7 / , , I THE PHASE IV SITE PLAN -16"REAF EMA .......... DETAIL, SHEET 20 4. ALL WATERLINES, SEWER LINES, AND FIRE LINES ---------- ...... FROM THE MAIN TO THE STRUCTURE MUST HAVE A 11.1.1 I . . I . . .. I .. . I . . I I I . . I I - \ � 1. TOTALACREAGE: 0.275ACRES Lm .. ....... OT Lu POI POPLAR ... &_ POPLAR VISUAL INSPECTION PERFORMED BY THE BUILDING POPLAR ...... ..... ...... 0 LOT 13.3 ...... DEPARTMENT. \ j T-u.6'. LOT' OT� _:CK (D z .......... (TYP.) z 0 z ... . ............ ''LOT ... ....... ...... CONSTRUCTION FIRE PREVENTION NOTES: z LU 1, TO p 8 p T VDOTSTD. c 2:0 SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES tONCRETE LOT i'' .6 CG-2 (TYP.)-r 21 ... 97 PROPOSED VAR. WIDTH UTILITY, CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE 0 RONT.SE BACK.(M SIDEWALK I ir F.1 U DRAINAGE, &ACCESS EASEMENT. AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA Z LU -(P) STREE _j SIGN (TYP.) ...... STATEWIDE FIRE PREVENTION CODE. 195 Pz I , (P) I EASEMENT SHALL BE VACATED UPON 2. IL - Z 3 AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE ROAD CONNECTION TO EX15TINC KICII.bK� THE EXTENSION OF LEEHAM STREET. 0 RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA H ILL TOP STREET - STA. 11+43 /'jt�OT'1041- kP) STREET STATEWIDE FIRE PREVENTION DE. V) L 2 SIGN (TYP.) . . � �%j . . t 'LO 3- PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR 0 Zu 20 22 UJ 3C, t 2SI z ACCESS FOR FIREFIGHTING SHALL BE PROVIDED ATALL Z CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN u') - ------------- LU V) 2oo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT u.j uu z 201 Ix CONNECTIONS AND HAVE NO OVERHEAD WIRING OR OTHER z ... ...... . OVERHEAD OBSTRUCTIONS LOWER THAN 3.3FT 6 INCHES; THIS ACCESS 0 VDOT MAYBE VIA PERMANENT OR TEMPORARY ROAD BUTSHALLBE UJ uu STOP SIGN (TYP.) VDOT STD. CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER . ........ > U*) LOT .1 5'CONCRETE SIGHT'DISTANCE ','CG-12 (TYP. CONDITIONS. LU SIDEWALK (TYP.) I . ............... . .'EASEMENT.'. 'VDOT STD. b . ...... INST-.#20220001263.3 'LOT 4- CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS ........ CG-:L2 (TYP.) z z ca 0 .... .... VDOT STD. R:L-i LL- 0 STOP SIGN (TYP.) 'NO PARKING'SIGNS SHALL BE THE VIRGINIA STATEWIDE FIRE CODE. z - OT�98 z.ST GN (TYP.), . ...... . .. 0 ------- _-, , , . ,, �, - � I - > .... VDOT STD.'R:l Lu VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER P S I INSTALLED EVERY i5dALONG 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL 335 ..... 1-1 BOTH SIDES OF LEEHAM ST BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS DRIVEWAY ASPHALT PAVEMENT 0 .......... (P) TOT LOT AREA - SEE NIT/ z U- 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE SEE SHEET 2o FOR PAVEMENT DETAIL ARRIVE ON SITE. 'O MIN. ioDRIVEWAY z RECREATIONAL AMENITY BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN VDOT STD. STREET PLAN,SHEET25 /To wl RESIDUE AREA ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. m SIGN (TYP.) 7. FIRE EXTI NGUI SH ERS SHALL BE PROM DIED, WITH NOT LESS THAN ONE U*) ...... RESERVED FOR PHASE IV DEVELOPMENT FUTURE u APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR SCOT'; T T R ,H 0 L I kR1 INS (IL i Ne N - 03579 1110 22 9 A I L 19'. 1-7 INO PARKIN.G'.SIG Z . ..... ....... LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN INSTALLED EVERY 0.22 ACRES DEVELOPMENT z Li BOTHSIDESOFAN. I EVERY STORAGE AND CONSTRUCTION SHED AND IN ARIES OF SPECIAL; PHASE IV HAZARD SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS UL 10 VDOT STD, 9' 0. n CG-6 (TYP.) ARE STORED OR USEDI IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.'NO PARKING'SIGNS SHALL BE F1 ... LU IN5 FALLED EVERY -15o'ALONG 'TD. Ri-:L COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND ....... SIGH' 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL M & T D. EASE7MEYNT, G N (TYP.) BOTH SIDES OF LEEHAM ST TIVIP: 056A2-01-00-06200 SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSH OWNER: GLENBROOK, LLC kAIT AUS OFFICE. ....... (P) FIR E PIT AN .'VDOTSTD ACREAGE: 1.893 AC ....... . ... . SEATING AREA ;.��CG12 (TY TAL A (P)STREET ING: R-6 RESIDEN .1 L I G 321 ZON SIGN (TYP.) ... 201 D.B./PG.: 5039/66 STEF W/ 20' USE: RESIDENTIAL iAN KAIL �'B 5'CONC. SIDEWALK ...... �'VAR. WIDTH SIDEWALK& (TYP-) I 0ACK LANDSCAPE MAINTENANCE EASEMENT SIGHT DISTANCE .. .... LOT 97 -,1NST.W2022000126-13 * " N- ......... EASEMENT .,Vn INST.#202200012613 VDOTST OT,5TD LOTc CG -YP.)! �:,P,4 LV > 0� 'G-6 (Typ.) �6 IT .7 LU-I 92 v) ........ ...... &PLANTING STRIP (TYP.) LU 1. 93 1.00 ul go, OT0 LOT 8q'.' P.) I 1. � 1. I I . �7 , . . '�,,P,.ROPOSED 8'WOqDEN FENCE "IV ......... . 0 PARKIN SIGNS SH 'LOT 88 COLOR: N URAL STAIN (P) 6'CONC. ...... 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I � ,::::.:�: 1111" . - - 11-1 -N, I / r , __, \ , I '... ........ � � , -rf-.-.'-' -:� . . '1� , .Is ..... _� ::_,", . . \ � - . I ...... OT .. . . . IN- - I I--- ___ " '. - Z*A'" 111 I ...... IV.% . . . . , '�,��,, I I I . 4 1 .1�� "I" . - .... I I f , .1 _� A.-, I . . ., , I . I ......... .....'."'. i / 89 �( A, I , - . . �� I'-, , �;k, -,- -,,, \,�'ll , � , . I ... � , , . �\ � -35 ..... ... � ....... .,. -4 1 1�11 ., -_ MH 1p-ts , _._-� �_ I - � . . ,.,. *. . . I .... .....l..., .. LOT 88 . I . .1 . I **. ll�_, � 1 41. 1 .1 - . i - � I . . . . I I ... _ / _ __ __ .. . 1. . I I . � . N . , �, , '_,_",�_, ROPOSED 6" CL. 52 DI WATERLINE 1* - . . 'N' - ) _G=__=Et� .... ........... * - - I I - - - I � , � . .71 I � I . I _�, �� . I � I � I - -, -� " . . � . . . I .... I I I I I � I f. 4 ... .... � ..... . 7 -��. * * I �,�� I I . , . . . * � . . ___l � __: . . , I _�,�_ 1 .17 .'. - �.. ........ OT 87 � /-.,. " ., I . I .... . .. f -,-- _� , I � . � _�l , -- ----- � _,�_ - . . . * -, . . . . _�:,%...�%s ::�-!-!,!-!- , I .... �- - L -----",,/ \ 'L . :,�.__. I - - - I � I . . . . ,-;_!� � ....... ..,z - ) �. , C� -,. . I '% ..... . 0. - 11* ___l I I I -1 . . , . I . i . .3-0+50 - " - - I � I . � I . . I 41+00 / � . 11% . I Is 1 -77 . I . . . .-,.*,* ` �` __1 . .� , , � . . . I. - . . . i - - I - -_ . - i . . . . . I . . . I ____� Is . _ql ,� . . .. -_ / / .:. , "I ; 4 : ,;, I... , , *14;, , , , , , I , * I , . . �: 1�1 � . . ...... , .... I . . . . I . . . . I . . I . . - ".... ___ - LOT 86 j . �..* ,\� "N%. , : -.- 2o'ACSA UTILITY EASEMENT � . 7 , , . , * ... , , , , , .... ... � � / �� I . . , � . INST. #:20"' - . . � . . I _-7- I I I I � I I I ___ 11.1 1, - ) . � . . . . . I __� . . . . . . � . . -.1 � � _� .... . . I , I 1�1'''.'''I'l", ...... I � 11 ..... fi.l,' I . . I I I . I , I I w, , , , , I I I __ I . .,.,.,.,.,.... ___� I -, / ..% __1 y I � . � . � , � ... � , - � . . . . . . � .,. . � . __ . . ! . , _ ...... � ,. _1 1. , "I 1-1 � . I . . ��' * - '' - - .' PROPOSED 8"W' TEE .... I I . - :- ''''''""'PROPOSED SANITARY SEWER / '10 _� �. I � I. / _ - . '' � I '. I.. . . N;"." / ___ . � . I __ � -!-_� ,_,�_ - . , . I I . . I .. I . I I . .1 - .: ". - _._ " / _4 1". "�', I � . I— __�_ -W/ (2) 8" G.V. & (:L) 6" G.V. . -1 I .. � . . � ..... ......... SERVICE LATERAL (TYP.) / I .�', - ,.;,,�. I ,;�.. , � . . �� 111. I � - 1 7 . / 4- . . --- c/) � . , I .,.,. ..''. I I '. , . , . . _ . �......%,� ... , - " "I a . ,�-" I � N �11,% .. . . . . . . � I I % . llll""� : ,A � , / ....... � - :,--, - .�, - . - I � I : 1;2t I ;�' , � I - �-' �-` / .".7., �� I , - - . / / I, , . , : I—. '. '' V - I I N, - I I - I � "., 1, mc,::lwm- . I � , .... . . - - , ROP05ED 8" SANITARY SEWER ' � �, I 1; �\ I �IN . I . 1%1.., 'IN I-, / , 11�11_`1-1-ld I I I x -%of &11 - . I . I �� L�:.,*Z= I I , , .". 1�.� .*.*�' I . ^,��v - - - - W. - 1_� . � I Z� I I - � . I vlt_l - .,.,.'l,.,...... . / " - A'' , / . I . I I . I . . . . % �._l � _% I � ,,, 11 , , �4 . , , . I .,.,.,. I 6- �l .1 . ... '�\ _-� __1 , . . - -, %-.I I I I �:� . I . . . � I . I . . . . , . . . . , . �_ ., � I J/ 7--__..... IJR/V,A r .., �' I.' _1 ., A, .;-� -1�,,�,_,.__ , - , - 0�1�)7'< *23*00!i--�.. . . I*.., I 7:= - _-� i . c):f 0 ....... PROPOSED FIRE H V Limm-4 I,-,-,-,-.-. I -,-...-.-..��-,._, If / �i.; ,(::::::�� , ... I 1% 11 ...... . I � % . < - - , - - 71- '1A . , .. .__� . � ., / -OT 85 /'�-, ... � ... . _%';� . . . �-_ I - I 1 7'. Ll.ld , , ASSEMBLY ., I 0 , . T ... VAR. WIDTH ACSA .t` ,;, 1. .4 � ��'� , , - 4 1 - pf f I , . . . , - .. . - RO D ,p . . _ I- �'. . '� I I . . , .�,* . . .,%%. 1. ... -;,:,; Lu � X ..... .. f - ,.,.,.,.,. ., I . I I UTILITY EA5EM�_N I :.� !,,, I / ,q% e '' , , '' . I i - ,.� . �. .- , . . - � ....l...l.., . ... . .. I 1 4 1 .- --,I �' .. 1. �� PROPOSED 8" CL. 52 DI WATERLINE , '' I .. ......... __� I ... .,. ... Z I I.-. ..............l. . _� 11 � , , . � . . . . '1� - I - I - - - , �_�-`_ :. I ---., . .... I . , _j ��,A . . . . . . - -.I- ..... I INST. #:2022000-12b ,I, I ., :1 .,,�, , . I .. . � I '', I A PROPOSED SANITARY SEWER I " �l � I V - - I .,:Y,. - . *,a., LOT 84 .U,4 , / . .... , . .......... I I I.". .�, .11, ". , " . . I I I ro., - - - -�< __<� - I V. .. .L" . . . . 1. - ..... I ..... 1. . - . . 11 :* I --, �., %,,� I I .J. _;�. ... I", 40 . . . I . I I SERVICE LATERAL (TYP.)' , , - / ... .... __ I IvIl I - I / -,, -,, % - � , '� '. , '' �' �' �,*L / co . .. .. , ... ll..., . : .... ... i __ , W�_ I . I / I LOT 84 ' , . i I I I I ... I I � I I . � , , -..., I PROPOSED 811X8" TEE PROPOSED FIRE HYDRANT - .�� . I . _110� ......... - - __� 11 '. I CLI , , . . -, / I I . . . -�,, - `-, . .. / _. 4 '�_l . I - - 1 - . . � --, / ASSEMBLY W18 x6" TEE] - . - - . . . . A - I . - . Ill ) It 4 0 1 _�. � 11-% . --x _,�_ %_". . .*, wl (3) 8,, G.9 . . . , I Q - - - � - � i . : . . - _ I . I . . . �1� , 4 * ... 114��' , , * , , , � . I . . . - . . - - Z:Z__� / I , I � ...'.. ' . .. 1. �l * . . . , I . I LOT 56 FKUVOStL) VVA I tK btKVlLt'.'.' ........ 11 ,/ -:j �- -.1 , -, A l< """� . I I . . . : . ZZ!t-- I I 4. ...'. . I . .. - LOT 57 ... I I..... 1. - . . - LOT 82, - I - A � , I __� , / I - - ri - I - . A* I I I I ............ � PROPOSED 6" go' BEND.......... _7"", � ... ." , - ,�A.. . .11 . . � I . I 5 LATERAL __� . .... .. --,,, -<_ �, .11.1 � I _1�aft I I :- 7n� 1 -_ !! . . . . . . .. .... .1 . . ... I 111 . . .. ,% I `1 , I-, ,::, , , __.,,,�'. � . . . I . . -,- ll�� * * .- I I . , . I I . I .. I . � . ': L - LOT 59 / - _�, P R%-# F %J.j F_ L4 F_ I IN Lw - - - �:_< '.'. , '' " 4`:-::�, �'�--". .. 4 I :. I / 7 . . . . I I - .-.-. . 1�1 hl..� _,�11_� I lill --_ -f ., - � A I .. * , ; - - -A.:.:.:. 1�.' 11 LOT&. / - I-— , I I . . --- - .... . A�. ... 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L_ %J I 0 .1 a - ., _-Z ftl�, . 11.11",��,,�;, 1,41 0 l_ . - , , , , , , " , __1 I . . .... ........ , I , " , .. � � . . . . , � . � , . . . I - ul / - __� _Z�_l � � ...... �� . , �::Jl: , , ", , , . . . . ll� �cr I,< * . , I - ;�-,� , , , , , -. - I I . I I . I . I , .,... . INST. #:20220011312.u1j L'.. .1, I I . . I I ...., - � I LIJ � � , , .)..,. . . . � ";. ",',' O'ACSA UTILITY EASEMENT -17, _,'" . i _41'_ ............. I _ � I I �' L' 'I / L" :, , . 1. ....l.....". A . � &� "I . . . I... - ill [,." -:C-%,- , _ 11 . ROPOSED 8" CL. 52 DI WATERLIN, --z_--____ _� -1 / . . , - -A-, I . .. I -1 1, '14�, +00' I I . . � "I'l.,q Lu .. . , ... - I A , ,��- " , . #:.2,022000-126:L3 . �'.,� , - - -, -, .. .. - , , ,_.;_�� ) . LOT 63 UT 1111 .1111. I -V� ....... . I � . <> I . . I . I I .11 ... __ - _,Zz:� ll�� .... . _ '''' ... 1,��4.--_ . � 1!1_1�"�_l * . . . - - � 1%. �l p I �s% " , ��. .. ........ .. � ... _.. . - A �_ ...'�_. ----,-I- . . . . PROPO , . , . " . - ,..� . _e ,__� ._,� . . - S, * , * ... * ,,7 9 P�J _�� % -..--r SED WATER SERVICE 1 � I \ ", '.. - I ".., � " __.. . LOT 64 / .. -1 / � ... _ .. � �:�:: , m I I e0" MH-33. � '' .. 1,1e*�:�. I__ _. ... I .20+50 ........ V). - - _ - , , . , , _ . . . . � - -o� LATERAL(TYP.) .... .. A- ... o ... I'W\ .i :11 I'll, ,., .... ,,L : . -�,- � . I . I . I I . I I . I I . , . , , . . . I . I � I . . . . . . . . . 4 . . . . . . . . I I I I . . I I . I I I I . � �'. I � I ... ', .1 .. ..... _0T 7 . . - ._.A��, ........ .... � . ', - � EX-M-Fouthill-v .t. Y. --V-' * 1 P. I � 'I. I LOT 65 / -1 . ,��� L ! - 4 '.. . , %. , e. _� " " . � � . *� . -. " lllz_.*� ... 1 - LU'21+00 ......... * * - - - - � 21+50 ....... ... . .�_ ... I -, I .1 - I . . I ....... I L* 11 * L .. ____� I I I I I I I I I I I I I I ..... 7. ; , .41 ( / " .. 'y -j- .:: / 77 uj__ ,l,_t-�_"_,_ , - - ,.'-\ I _.- . -.1 .. I ,�: .... .... - _ I � "--- � .... 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I I., � .1 I - 20'ACSA UTILITY EASEM ... .... t. �, I - L ." ') . , %., / ... � ... I ... � .... ..1.1 � - .: , - D.B- 5075, PG. 664 1 .� .... _.J . .....,4�v .. . 11 ... ... Ij ., ///: -.-::-.��--,-%%.-:� I � ?'; -MH-FootV ---- I—— - � - .,.. � � I .1 .. ..... � . I I . ... . I ___� 'L .� . I--- __� INST. #:2'022000-12623 - . ........... .,.,.,.,.,.,. : , , f< � .... :::, CEX � INST.#.2022000:126:Lz) .�o [ . 7-�-_ --z .� ". , -1 -1 ::::I . . ...... L'.. 1 /� ..d I,. �l -!7 :L �11 - - , *,��%-,-.-.%% 7�11: 1; 11 "!� 7zmmm7mm WE= I - .... . . . .11. . I . . � � ... .... . / . . '. " . - -, , I., - A . .. / , _:� - "� L \ 1� I I.. I.. , I .... I I A 1! // ... .. _,.,_,,,; __m_ ,77.7�; ..v . I .. _�_ .. I I __� ..."', I I . . :, , ".1:�.'...."A.*�l. , - --, .!: . - . ... , , �r . .. � . � L . I . .4 ... 11 ..:.. , ... A. : -( ..-,i .. . .... , "' �_ . " - , . j * � � --:!Z-1 ,__� 11.1 .,:. I" �,;,L jl. �.l .� �111 . _ � - - .-. .. 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I � -Fo thill-9-6) "RE I 1. . I A7 ........ _- --Wv 1-4 '..'e'., .... 1.11 .1 I I I k-11 11 I- -��'�, I / EX MH PROPPSED 8"A." RE .. L - -. ..t -Te ".L' .., L / / .%1.1.1 . . . ..:�SERY.ICE LATERAL (TYP.) I 1. . � ,_ .�l .", ,�;, . "I�l ... .1 .". I I , � .: '141�1' "I-, - - .4 .� I 'v"'s--�- - I . .11 . 4�i t 11 - . 4 . I . . . -�, . . . I . 's� * ,."':-.4:� - , , , -_ I . � . . . ,1� e-- -_ - L I . pv I , , . . . . . . . I 11 ;.I �%. . L".; . I - . , I I , : - *1 . * . I . I I . � - !S3 _ I 11*1 ,� �1_ "", �. . . .... . . . . .... � .1: - I . . I . . . . . � I . , I ,� - ... , T. %. I..:.rl I � - 0- v - - , , . / - . I I I - I - . -PROPOSED . AIR -RELEASE VALVE/ LQT 66 PROPOSED 8" SAN ITA_ - -..-.=.-. 7 � . :,�� .. - 1. .. ... �_., , . . ----:_ I " I ,�, I I I .1 � I . , 11 �.;,, � ,�_ �.i -1 _�,, I., If I% / . ,.� . I .1... �-"r."'k""'��",""�"',"---�'��,,:� PRO SED - - -.-- 'o . � . � . . . . . . .. : . ..'4. 1 . . ; &I - , . . � I . . I A �, � . . . . . . . . I . I I . 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No. 035791 ,��- eo 4 I 11/09/22 14 Nily,110NAL z 0 (f) 1.2 p Z < u.j x m: & 2 �.j Z u I_, (D z z 0 0-4 z p z < f5 0 ce CL 0 L9 U � � 1-� Z ce f)e z F__4 14 � < 0 P" 0 de.p d,r-- LL. co a] Lu V) =) =) ce l_u U) ii._4 (n V) 0 LJL Lu z U-) ,-4 rq w) LLJ a I ul in 0 0 104 C) CL inL 0 < 10 m U) V) h P 1=4 1-.4 - (n b-4 V) � I V) Lu Lu _j _j > LAJ 14 LL. 1-� .., =:) V) !� z 0 w ce j�c t" M V) I ce z �LL z 11A .� W [:; (L %is Lu h __l - (n Z _j t" < z 14 U- w___� F- CD CD _�. m a :4� ;�� �� ',- -1 z ! 0. uj �_ F__l .j < z P-1 U. I 1--il P-1 F-4 uj U) < �r 0. U) .j .j F__q = �_ 0 0 U. F_ < 1�e. 0 0 cy. co z ui .j (D z < .j CL >_ F__ I �__ D IA- W Lu = V) IOR N 112066 SCALE 2 11 = 30 1 SHEET NO. 7 LOT 4 .. ..... SEE SHEET 7/ ...... IATCHLINE TH -MH-Fc PROPOSED SANITARY SEWER LO 44 (EX s SERVICE LATERAL (TYP.) ....... ... .... ... L 01 43 STING 8" SANITARY SEWER LU I 4.Z MH-32 LOT 16 SCOTT R. INS F-" LOT 76 idc. No. 035791 ROPOSED 6" CL. 52 DI WATERLI _1100 .. .. ........ 26-1 . ..... . .... .. JPROPOSED SANITARY 12+ "PROPOSED 8" SANITARY SEWER SERVICE LATERAL (TYP.) SFD s SEWER 11/09/22 1-014> I FEE 101VAL LOT iS w 'PROPOSED WATER SERVICE 77 (2) 8" G.V. & 6" GmV. 20'ACSA UTILITY EASEMEN INST. #:2022000126-1 PROPOSED FIRE HYDRANT NT 0 20'P , RIVATE SANII AM T f LATERAL (TYP.) ASSEMBLY w/8"x6" TEE .. ....... LOT '14 IN T. #:2022000:Lz6 .w.. I . :�: P '41 41 LATERAL EASEMEN LOT 2 '13 S uj EXISTING 2oACSA . . . . . . L u"T 77 SANITARY SEWER EASEMENT PROPOSED SANITARY SEWER ... ... .... F D D.B- 5075, PG. 664 SERVICE LATERAL (TYP.) X W-GInbrk-6-j. to z 0 7 z F .41 -il ILI LOT 30 z 20'ACSA UTILITY 41 -.41 LAX 78 SED 8" SANITARY SEWER 0 t v '41 41 EASEMENT U .4, D.B. 5228, PG 7 SFD Z LOT-13 -20'ACSA SANITARY SEWER EASEMEN 0 1:202200012 tu z ce Lu LU Cl LLI LLj IN T. # 3 LOT PROPOSED SANITARY SEWER PROPOSED AIR -RELEASE VALVE SERVICE LATERAL (TYP.) 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PUBLIC ROAD (54 PROPOSED io'PRIVATE SANITARY . . . . . . . . . . . . . +00 10+50 . . . . . . . . . . . . . . . . . INST. #:2o22000:L26:L' 2p+00 ... ....... .... 01 SEWEREASEMENT LOT35 7`7. .......... . ............... 3 EXISTING 26ACSA'� PROPOSED 8"x6" TEE ...... ........... ....... ........... ...... ENT 11. 41 -V -SANITARY SEWER EASEMEN u D.13 PG. 664" N." .5075, 41 w/ (2) 8" G.V. & (2) 6" G.V. 4 0 OPOSED DI WAT Ln ERLINE . ..... LOT7 '4, .4, Ln s V p 4, r MH-28 MH-29) <\ o'ACSA UTILITY EASEMENT OPEN S A PROPOSED 8" SANITARY SEWER PR POSED WATER SERVICE 41 1, ill Ap P CI' INST. #:2022000126:13 LATERAL(TYP.) LOT 36 LOT 4 �41 11;1 4, � Y� . ...... PROPOSED S'ANITARY SEWER V .41 �4, 41 SERVICE LATERAL (TYP.) 4* 41 1 �V .4 5'MIN. HORIZONTAL SEPARATION REQUIRED �V s". 01 4 I LOT BETWEEN WATERLINE AND STORM SEWER 0 + ULI LOT 6 41 "A, . ... .. 14, '1, '1" '41 >_�r Ln + 41 41 _4w PROPOSED WATER SERVICE LATERAL(TYP.) 7_. 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'1, 1�1 __V 41 v '40 V 'k -41 A 40 'V p -M ILI 41 EX LOT 40 p 41 41 4. 41 41 4r �tr lie _41 IX t:zt CONNECTION TO SANITARY SEWER SYSTEM INSTALLED WITH GLENBROOK PHASE 2 j --PROPOSED WATER SERVICE q! 4- 41 41 LATERAL (TYP. AV `V 1k %V 1�1 'k _41 0 V 41 v -41 4? CONNECTION TO 8" D1 WATERLINE LOT 41 1�1 IV 14, il k INSTALLED WITH GLENBROOK PHASE 2 1p V 4- il -4 GRAP IC SCAL PROPOSED SANITARY SEWER w 4- 4. -4. 4. SERVICE LATERAL (TYP.) io'PRIVATE SANITAF FIRE HYDRANTASSEMBLY INSTALLED 30 15 30 1___60 120 e� '0- LATERAL EASEMENT WITH GLENBROOK PHASE 2 INST. #:2022oomz613 IV V '41 FEET. 41, 30 f t, A _41 + 14, lk _41 �J, k� le . 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I ;. .: �1. 1. , 11 .." , r., �� .,..� �- . . .,.% �� � . :.;---. . : . :.11" A . I hHf o,`,s,;La�- / .,.,. *.,.,. . . POSED R ,r- 1A - . __ , -- ix a . . . I'll I 1 80 1 _'_�L, " . . . . INNN"�C:Z� LOT 85 /,6 jui, I . . . . I . . .. . . . ;.*��. � I � � " I . IN �,, ..V I - I � , �� � , .� --- I � -1, 8oB 11 .,.,. ... 11 ) r .. ,"'.- I ERP,41) S7 ,_ ;7-. . - .. . � . t,' . . . 'IN \ I 'PROPOSED VDOT STD. CD-i - ... 1 . % %�:w 1�11' , * * , , , , I ",�' , , &-� r, I 'I- I I- """'. 6. .. "I, I / ,-, .'_ 15171 �,� � . � . I . . ,� " �. I', .. ,, , - . . ;v.1 I . 11 8 1-1 . 11.5 k : I I I . I , ___:1_'1__ &-.I - - �% . , - LOT 84 1 '�_ , , , , , 6 -<_ 11 I 11 . � LL' �00< , * , , __ IN I :::�f:::.:: Lu � IN .. , � ': Aju I - _1.ww FFE __ �o / vv) � . � I" , / rol 6 . . G 1 !/ 4 1 1 1 672.00 FFE '. 4, . . . . AR �w .- 2_ 79-6 TE - I - t ... .. .* \�. 1. - - - * , . 567.67 FFE �, - .,.,.,.:':-:.:::�.:,�j/ / ,1-t82E3j.-�--t-_'.4_ :- - . . . . I I � . I .___ - --,� - L.-PROPOSED 811 HDPE ROOF DRAIN SYS I: �,_7 ___ I - . , .. , , . , 1 -14 BSIVIT A ..:i I 1_____-L , -, , , - , I 11 662 . .� - 6 3sm ,& c/) ".. - - < m . . . , --W,' , , -"-- T 1w LOT 8_� � , . . I . . _7____�- . I _� __ . , PROPOSED 8" HDPE ROOF DRAIN SYSTEW � Z-) ;7-67 F I / , %... I , . ---..w/!Lo'PRIVATE DRAINAGE EASEMEN . . . . . � . t" - / - -----I � 1`�,. . . ' -INST. #:2022000126-131 " I.N." I . I � . . . - - - � - . I .. 'I *.. I . . - .W_,� , � ./:. �-� . . -N-1 ... � 1i . . . 4:3�3� GAR 668 _._. _. - . - . . . w/ 3.o'PR IVATE D RAI NAG E EAS EM E NT a-- � - / Z , , TE I I "L [�'�'j 1 , I L-W I :)%i -33 1 F . - ::z � * '' - _171 .....'. . . , * . . . . . . + + . , � . .. ..:-�-:,:�.-:�' - . . '�_ �, ,,- 669.i4 BSM . I _ - INST. #:2022000-12623 ..... . , .,. vV., . . : ..... L-%.o I 'j/ . . _ b68.00 GA - ... -2.1--���-- 1 . . .m, /*-- I I . / t 1. I' - ,,, , ` ...,... � _4t I I . . � I . . ; 1��, -�11: " . . , '' _#__a�_ - - '�___, N 11 - . 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I � � L . . / . I I ..j:: I , 4 . ..... E DRAINAGE EASEMEtNT�- ' . 669 / � 1-1 -1 , ____ . . - - --- - �,, I W_ - � ff I _jt 1`11 I I i I I .�- ,-- I .1 .:.1 [j. i �� . . . -� ,INST. #:20220001261-3- " 71., .:_Zz - `INST. #:2022000:12613-L I- _L - LOT 63 -33 - -, _/ I '.. " 1, -,, ,!: ,�� * ,,, , -- -� <� V-:_:-_11!� . . / - , 1 , - I. , . (�' .f � ,- GT 79 1�, t / .I....] 1�1�-___ .11 . .,. 1. I - . 1 .; ;- - .. ,�, I : . 1. I I .. \ zu'PUBLIC DRAINAGE EASEMENT 4' 10 7-N ,,F .Z� . , - , t , � 1 44-1 `__", ',", I '- . I / - . . . . . �, , � , +� LOT 64 / � �w "I 7.67 FFE "I, I J 1'.11 - INST. #:202200022613 __ 1__,�, -__1 ,,,, ..... . ..� I 1__. .. . 'I- I - - - ..... - * � _'�_�666 '�_ . - .1 . I ..... 3. Bsm � ' , %%. .. I -4 j! " __-�_, .; ,,, .: ; i LOTI - I .%t '* ........ i7-83. BSIVI L-(9 I ... . I __� .11 11,_ ,., 1. 1. -,14 " . 1__-n ..... �', - , :�: . ,�.. .. ... �f �, , I ., 3 t . ... ... . ILI �, � \v - /yo, _ r ", ,,, . , . . � I I / P, .. - l.k.Attl- v I - .11 I I - ROPOSED ROAD DRAIN) !. . 7;.b7 " '- , I i (" A i, ` I I 14 I I I I fl __ b ;,, _'. - , . . -1 /' 00' 81 BSe . ! ___ I ��, _.. I . '16b'6 m -, '. ---.- _ __ - . . - PROPOSED 8" HDPE R OFDRAINSYSTEM N 14 - . - <4.�: - SED 22" HDPE YARD DRAIN SYS 1'� - - .1 .. . Lv I . . I �!' -, 1% wl io'PRIVATE DRAINAGE EASEMENT ': - � , ''I , '' J ''. , . L�� . I . - - . . - . .67 FFE I ,., t - - __/ , w/ 3.0- PRIVATE DRAINAGE EASEMENT - - ... ..:.. .,." I . I.".. / a ..'... .. I . - I—- ,4 664 72 ` ` / .. - . �; .,�::%/4 .: I I INST. #:202200022 3.3.1 ... 11I.T. ,:�::!1:1*4: /� I . . . I I . . .. � ,.,.. � I . NST. #:2022000126iL3 / / 1� I .. '.. . , , I �-:j:-:-:- - - . . ..4 b I � ��-' �..' ".."%, i . � I . ... . . , . . . , : I . . __ I � . . I . . . . . . . I 4Z, 77.67 FFE I i 670.67 FFE . ,41. .*. . . I . . . .0. . . I . . . I . 73 I :$ 11 p' I .; 1. I . , . , . , .. . - ;1 , ". ., ��! I I . � . . 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No. 035791 ROPOSED WALL,',, N -o �e i6q 17 4.00 GAR Nv PROPOSED 8" HDPE ROOF DRAIN SYSTEM 6' 11/09/22 �1.3i FFE 022000226-13 RO 01 IMP I . #:2 20220002263.3 ly, -00. 4. 41 7 "67.,.FFE 41 P MAINTENANCE EASEMENT `-I N-ST. 9: IV S, w/ 2o' P R IVATE D RAI NAG E EAS E M E NT 6 S F 7< X L) il 01VAL LOT:L5 7- r11 r 1k %ar%R 'k z 0 O'PUBLIC DRAINAGE EASEMENT U) 7- + 2-0-2 21 (P 71.00 FFE 00022013 41 ILI T. iu V. -670- le, SED WALL -,v 4, 14, 41 41 F -1 1 =3 7, LOT 14 FACILITY, MAINTENANCE, &ACCESS EASEM ENT� Tvi -1ur 0 u- Ag ...... 0 z 202200012115 LOT 14, ILI IV \- IROPOSEDVDOTSTD.ES �4- 4, INST. #:20220G ------ INST.# 5 J �2-3 G z v-� 0 z 0 IL PROPOSED VDOT STD. CLASS A:L RIPRAP OUTFALL-* z A7 B 66 SFD t, Zn OT/3o w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT, J PROPOSED HDPE YARD DRAIN SYSTEM 4 0 INST.#:2022000226i3 N U V4 w/ 3Lo'PRIVATE DRAINAGE EASEMENT LOT-78 (L=i7', W1=9', W2=2o', D=:i.5'MIN.) z V IV -V �v A, 56 o B�m 00 0 LOL. dr- LOT 13 >V-\ i, "I in Lu U) z v, V.. SFD FFF/ FACILITY, MAINTENANCE, &ACCESS EASEIVIEN I 7 6 1.� 41 I NST. #:2022000126:L5' V OT Z3 W INST. #:20220001262 (P LAT) 31 z AP L %J z b--4 A r.4 LQ k 1k 4. v -V Lu Ln LU LLj ry 6 V, -1�1 -k .41 v PROPOSED VDOT STD. CLAS SA2RIPR"*'OUtFA L. �0 IV ";\ V V, W/ T k v 4, z GEOTEXTILE FILTER FABRIC UNDERLAYM EN 71.6 G v.,V ... .......... . .. .. y. / /. , 4 + 41 V A %D 0 CL rL LU LU PROPOSED VDOT STD. ul L T3f LOT io S IN(5ST0I�'Mvvj-k I L-rk J., > N V, U) V) R Lu -j Lu A, MANAGEMENT FACILITY V 7' 41 It, U Z Z 41 4- V + I, (L=:L2' W2=6',W2=:L4, D=i.s'MIN. 0 N �xl .00 + V, y Vtl� Ce < < z ca j U- LL- LOT 12 A V io I :% uj z ROPOSED VDOT STD. VA. -A v 0 "e' �k 41 V LOT m .33 Drainage Easement Chart Pipe No. Size (inches) Max Depth (fbet) Easement Width Requi ed (feet) Easement Width Pro�Aded (feet) 24 1 18.4 40.8 1 41 f LU 9 .................... z 2 --j 3 GA� z 44. PR POSED 8" HDPE ROOF RAIN SYSTEM N1 io'PRIVATE DRAINAGE EASEMENT U) LU LOT 34 #:2022000226:L3 U) INST #'2022-00012 41.'PUBLIC UKAINAGE EA5EIVIEN G R E N WA. Z .7 E z FF 1P 69.67 G DEDICATION\ 663. YL, AREA LOT 3.3. . . . . . . . . . . . C) C) CA 2.33 FACILITY, MAINTENANCE, & ACCESS EASEMtN I 20'PUBLIC DRAINAGE EASEME. 0 INST.#:20220002 ....... ........ (P 0 26:13"' 15 INST.#:2022000226 1k 23 (PLA1,,,. LOT 8 INST. #:2022000126 ROPOSED ROAD DRAINAG E SYSTE .......... ...... ........ 18 .. ..... 313 V-X 12+3 CF) POSED VDOT STD CD _2+00, 1+00 10+00', . . . L T3 ... ..... T CY) . ....... /�e BAK ED VDOT STD. 'R[W) F.? ju KLE i w -OURT PROPOS M M 0 x CY) PUBLIC ROAD (54 670.3 CN (S U uj 8 + CY) 1';dP ILI 0 LOT 7 LOT 81 .... SFD C) PEN SPACE 0 6r LOT 4 PROPOSED12" HDPE YARD DRAIN SYSTEM\ PROPOSED VD( N w/:Lo'PRIVATE DRAINAGE EASEMENT 2022 0. LOT 5 irj� f + AV 5'HORIZONTAL SEPARATION REQ 33 LL --PROP'ERTY BOUNDARY NST. 0 LOT 6 UIRE6* C= w BETWEEN WATERLINE & STORM SEWER SFA 670 U) UJ > .... i� LOT 3 0 it C: ;0 - 7 Ln 0 kD 2.09, 0. L LOT 86 662.0 r rry 0 SFA > ROPERTY BOUNDARY ........... PROPOSED ROAD DRAINAGE SYSTEM Q (0-3 658.6; 01, PROPOSED 22" HDPE YARD DRAIN SYSTEM . . .... . . rn + 4, 1�1 w/ lo'PRIVATE DRA INAGEEASEMENT 3 L T 8 INST. 4:2022000226�3 LOT2 LOT 87 34B lie 3 SFA w 6 67 .57.67 7 U) LL. EN SP P w LOTi G (j) w OT L GLE Ok AT Ar N��O �% . � I ... ... 0.0 P 5 DT STD. CD-i r 9 AC FOOTHILLS PHASF 11 Ln U) \ IN 'Ile F LIJ Ve 30 60 1 RAP �IC CAL 1v 30 0 15 Lu C:) IN FEE TF) CN 1 inch 30 + C, CONNECTION TO ARBOLEDA DRIVE PROPOSED WITH GLENBROOK PHASE 2 Lu 0 1P0 U) in LOT 4 ev 14, 1 S "41 (P SHE lip '41 z Lu z Cz 0 z t-u Lu V) R Nn- 2066 �ALE = 30 Er NO. 3.0 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 PROPOSED 6" G.V. TO ANLEE RO) INTE HASTINGS COURT wl MEYERS WA ( IN FEET ) 1 inch = 50 ft. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WJL. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WJL AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. RAPHIC SCALE - - 54D � a y \3Qa• �. :r 1 ,y 0 y 1.5 y 'k30 � ::• �Y •r � •Y •:� •Y � -r -� y 'y �• •;, .�, PROPOSED 811 CL. 52 DI WATERLINE �- , y a w &. y w Y y y v v -k 54C IN FEET,, •` 4B A a a a'' • , ` � �'b. e. •x r. i a A: } i ! °d.,•° t i'.. „' .. kwye d i, b' Y "b s i J_ J V S ! lk v +y 110 le t � /� J , j . Y g •v •' • P. ./: °' r..�•' •a' a y.•e �` in c h - '5 a f L Ey J i{\ ,,5y `•fit µ �. a' • • !�. •< a' . �..r • '°F ' e <!,:. � '•-✓ �, ,l -,S. •k •k. \ `t & •Y 'cr .3• .y .L• sir 9r •tr '-b •s •y d' •d- iv �• ','s �• *Y 'Y ••b.M EXISTING FIRE HYDRANT 1 1 PROPOSED AIR RELEASE VALVE' .L 'Y,` y Y d Y k W .".�--�-' ..;; .,�• ASSEMBLY w/ 8"x6"TEE �\N �. 4. .� � � •k •�' � �. �' •r y � 'y .y 'r y •� � •k �, wra.. , . , ,. . r , ••+ r •,;j .. r ..yy, ..4 5+ `L' _i' 'v ,b• y' ck W � -k •r• � >v <y Lu W w- Wes--- -} W W---ram---rW��-.yy yy W �kyy ; W._ W. .• r--- y ' y r U . r •y -41 r a. a� v a, y y y y r ar u• Y a. 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'r •Y y y v •m• Y •Y •!✓ •1 ai vs •a L 'b -Y .y •a�,� ^ '+_,�� .•' ` t!F •_1.'.,"'., 'i• ".L '%' ',� •.'"4y u , f ,k .,y,(a .{•• ''y '1f yid .,._._-a...+ .-.,+_w+._.. "•w.�.-11 'i' Y 'rI S" (. .. _ -p.. �" ,. •!-'•-._. w ......'- ""` T- �� ..3 .. , ,... _.... ........--,.-.. - .,._.. _._ .., .� j �� �* "'�",. 'L' ��T•-"...._ 'J'.R��O � �� `w' "'� ,f� w � SY i a y .;, .y � f,�''r '_'.` T!!eT ,�..y i((� � Y 'Y •sY �-•.,,��/p . � �^ �µ . . ,•f / .^,,, �,,,.,,,r' .. .,. ..».,,,...,,,, ,,, ,:1+ ,y �y ........_ ;,G` +y '3•• � u'• •x •k � M "_,, "`'•`•+„�, �'+'yr, ! .�„"'"'•' { J "^+•.,,.,4._ 1 ,,. - ...,,,, .,;,B _.._' •,A ° �lr '¢ 7 - ••,,,,.,�•L w w 'v L ,s• 1 ® •Ir."'�„ 1 ! .,.,."y •-.,yam •y v S •�r °Y ' ,y �'. 'y ,y M a S 1 +k 'i. f .� w•�i•�' d `L' -4' v '�, ,%r f P,.r r"d'f� ""••-'°'. f w�`.`.., / ... .»_....._..-. •'-� "" ., .y, „J, ( •`v^. dr •k +'r •L Ae x O / ,iL �•• 1 ••' H'W/e w y y a PVI STA:10+83.00 HIGH PT STA:16+25.00 PVI STA:14+50.00 HIGH PT ELEV: 668. PVI ELEV: 66z.65 97 K: 25.66 PVI ELEV: 661.69 PVI STA:16+oo.00 LVC: 80.o0 K: 32.89 PVI ELEV:668.47 LOW PT. STA: 20+94.32 LVC:1 95•00 K:19.86 6 LOW PT ELEV: 662.94 HIGH PT STA:12+44.19 LOW PT. STA:13+98.9z LVC:5o.00 75 HIGH PT ELEV: 664.21 LOW PT ELEV: 662. 75 °o °o PVI STA: 2+50.ao O r. 0 0 o m °o rn PVI ELE :664.52 ° `n ri Ln rI Ln m + + K; N %D + + w INTERSECTION OF MEYERS 0 N 3 54 ,� w r `° Ln rq W cD Lu w/ARBOLEDA DRIVE (STA. LVC: oo.ov W rl V V �^ > v U> �> 670 > � W 00 rn °0 0`a v m v > °� > 670 W_ _ _ _ _ _..---...- Y_ _ � __ ___ �� _ -_ 0 tD o a m INTERSECTION OF MEYERS WAY (STA.15+37) 'Lu EXISTING GRADE (TYP. + + � N m •• w1 HASTINGS COURTS (STA.1o+oo} INTERSECTION OF MEYERS WAY (STA. 1o+oo) � u ji u i w AN LE E ROAD STA.1 + 2 m V W D D! •51t 1 (� �7) m w PROPOSE GRADE (TYP.) ��, 665 �--� 665 ._.-._ ,_____--VDOT STD. CD 1 1.12 -1.42%1- FILL (TYP. PROPOSED 8"x6" TEE w/ - .00% � {z) - 8" G.V. & (1) - 6" G.V. VDOT STD. CD-2 3.5 IN. ROPOSED AIR -RELEASE VALVE "` 660 VDOT STD. CD-2 660 1 1.3' 1.14 PROPOSED FIRE HYDRANT 1,1 & 6 go" BEND kD WATERLINE 5.4 ASSEMBLY wj 6"x6"TEE ROPOSED 6" CL- 52 DI WATERLINE 6.5' 7oA 655 j 72E 655 _ _ .-.-----'-_-- -PROPOSED STORM--w--PROPOSED STORM.- _ ___ __ _ - _ SEWER CROSSING SEWER CROSSING 41 75 ROP05ED 6" CL. 52 DI WATERLINE 650 70PROPOSEDSTORM E SEWER C OSS IN 650 PROPOSED STORM PROPOSED STORM PROPOSED STORM SEWER CROSSING SEWER CROSSING SEWER CROSSING EXISTING SANITARY 645 SEWER CROSSING 645 i ri N �' O w O rl rl •t O ri rl t` Q m m m N di . %t c. m c!i N C. 00 m rq CJ1 r` d? i ;. m C39 N m ,I LCi m kD N '.0 m w rI L �- -t ('6 `r m t`n N o6 ►I Go tD fir` Cxi 00 ci! C£7 w W l0 w W %D W W LD LD 1-0 w � CD %D 10 � CD to %D � 1 w � ;D � �D ko cD w cD Ww tD 5q LO %D � W cD cD kD cD '`O cD cD cD �O 10+00 PVI STA:10+17.55 PVI ELEV: 665.29 K: 2.50 LVC:1o.00 LOW PT. STA: 1o+17.55 10+50 11+00 11+50 PVI STA: 11+50.00 PVI ELEV: 668.14 K:110-33 LVC: 30.00 HIGH PT. STA:11+65.00 HIGH PT ELEV: 668.L/. 12+00 LV YY v 1 LLL V . VV-J.JZ+ so ON Ln Cl) Ln m No Ln 0)°O Ln m 00 °o � rill %D N ww + w 0 `° 0 . - PVI STA:1o+77.55 rq u.i rl Lu u vPVI ELEV: 666.49 iim >V j m W u :10-33 ° 675675 LVC:30.00 LO PT. STA:1o+ 2.55 INTERSECTION OF HASTINGS COUR' L W PT ELEV: 66 5.19 w1 HUMBOLDT STREET (STA.16+81)am on Ln Ln r ND ROAD - STY 670 4.0 LD rn kc 0 `° 0 670 �- LL RSECTION OF u > 5 (STA.1o+o0 m LL > > m Lu Y (STA-15+37) o 665I 1 1`'°° 665 -2.0011, F LL Y P.) VDOT STD. CD-2 GRADE PROPOSED (TYP. 660 XISTING GRADE (TYP.} 660 PROPOSED STORM G5 SEWER CROSSING 6 55 6 55 ko m rn °v o rl wLh �D 00 10+00 10+50 11+00 11+50 12+00 HASTINGS COURT PROFILE (DESIGN SPEED=25 MPH) 12+50 13+00 13+50 14+00 14+50 15+00 MEYERS WAY PROFILE (DESIGN SPEED=25 MPH) PVI STA: u.+SS.00 PVI ELEV: 669.74 K: 37•30 LVC: 240.00 LOW PT. STA:11+70.01 68 S LOW PT ELEV: 671.64 F (STA.11+26) ,. 11+93 -9 EXISTIN 15+50 16+oo 16+5o 17+00 WAY (STA.16+55) L2+54) N. PVI STA: 25+00.00 PVI FLFV: 622.111 s� K: 4�47 N w + `a O PI %D PVI STA:122+00.00 PVI ELE I 666 LVC: HIGH PT. SIA: oo.00 2LF+86.70 ► N w I- 3° K: .37 .g1 HIGH PT ELEV: 671.22 w 0 > w LVC: 00.00 0 rI 680 w LOW PT ELEV: 2z+2--2:t� 667.59 �o n_�_ � -_ _.,__ ._ __o.. � � �___PT: _ �_ ,+� N Lij I �+ N 0 L ~ O m U V m V w 0 w w 0 w m TIE-IN TO EXISTING PARK RIDGE LL>, rl u.i smv w DRIVE PAVEMENT - STA. 25+80 675 Ln m - Z w EXISTING m - W ROA = PROPOSED AIR -RELEASE VALVE GRADE a ^ 670 '2.6�9� EXISTINGFIREHYDRANT ASSEMBLY w/ 8"x6" TEE 3.5' MIN .~--- r- VDOT STD. CD-2 ( TIE-IN TO EXISTING_[ 6 ___ 8" DI WATERLINE------- ` Q �r ___ ........ _ - _ _�._ PROPOSED FIRE HYDRANT PROPOSED 8" CL. 52 1 DI WATERLINE I 1,2 ASSEMBLY w/ 8"x6" TEE EXISTING 8" DI WATERLINE OPOSED 8"x8" TEE 54A PROPOSED STORM 660 (3) - 8" G.V. SEWER CROSSING I O 4 to rl 0 Ln t w m rr too Ln N � o6 01 ,l `• 00 w N m cn co o m ® t0 0 rn r't r � 0 ca O m N 0 tD � r. � .t r. rl r` LD Cy1 cD tp OD c0 cD r• r 4D �D cD �? CD tr} lCJ W r` w w�D O rti r. r\ r. ''{ h r` CD r r\ tD %D 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 PARK RIDGE DRIVE PROFILE (DESIGN SPEED=30 MPH) PVI STA:16+72.00 PVI ELEV: 679.53 K: 45.38 LVC: 150.00 HIGH PT. STA: 16+51-97 HIGH PT ELEV: 678.95 25+00 25+50 26+00 PVI STA:13+75.00 0 N o cD PVI STA: zo+oo.00 PVI ELEV: 6 75.93 K:62.37 � 0 rI � PVI ELEV: 672.66 LVC:100.0o + ri kD Lu + r L1.1 K:118.83 LVC:1z5.00 HIGH PT. STA: 14+Z5.00 kn u � j W HIGH PT. STA: 1g+37.So HIGH PT ELEV: 6 6. 7 54 > ... m > ,,, HIGH PT ELEV: 671.07 0 0 0 rl 0 Ln 0 inn INTERSECTION OF PARK RIDGE DRIVE (STA. O r• Ln (n O Ln 01 ko n + N w + N wj LEEHAM STREET (STA. XISTING GRADE (TYP.) rn r1hPI +' w D `+ o co O li w 68o> m N r� W Lnw > m rl u.l m rl w w PROPOSED GRADE (TYP. ____ -� ROPOSED AIR -RELEASE VALVE rl rl �i.i ul j V m ° N V W W i I- LLI w I 3.1+17.69 ELEV' 67 - INTERSECTION OF PARK RIDGE DRIVE (STA.12+92) > > ---jSTA / �. ul .o8 w/ ANLEE ROAD (STA.11+32) 21°/6 �-- INTERSECTION OF PARK RIDGE DRIVE (STA. 20+ 8) O 1q EXISTING ROAD GRADE I I PROPOSED FIRE HYDRANT -� O w/ARBOLEDA DRIVE (STA. 9+95) 0 C w + TA 10+95.32 675 ELEV. S 8 TIE-IN TO EXISTING HILLTOP STREET PAVEMENT-STA.11+43 2.81% 3.S' MIN. ASSEMBLY �� " w/ 8 x6 TEE (_ 9 - �. (_a + N co _ 2. _-- _..__. _ _---- _FILL ._...____ - _. - _ ---_ -• - _ _._ _ .____ ___�__- _ __ _ ___ _ __ � _ __ __ _-- - - -- �.Z.Q TYP• 4 VDOT STD. CD-1 I > °0 - Z � 1110'¢' EV. 673.99 •{ � � ( PROPOSED 2.31 I � � � PROPOSED 8" CL. 52 DI WATERLINE 8"x8" TEE (3) - 8" G.V. w/ 6oA i �� , 3•a$9t 2 `--ELEV. 671.72 - VDOT STD. CD-2 90A PROPOSED STORM I ,TA 1o+6o -- I I -� ELEV, 673.24 SEWER CROSSING 1.3' G 8" DI WATERLINE 665____PROPOSED 1.4' PROPOSED SEWER CROSSING STORM PROPOSED 8" CL. 52 DI WATERLINE 6 o' 56A wj (3} - 8" FIRE HYDRANT s"x8"TEE--� G.V. -- PARK _ A^ �'- Y PROFILE PROPOSED SANITARY- SEWER CROSSING PROPOSED ASSEMBLY TIE-IN TO EXISTING _ 1� I8 DI WATERLINE ggA PROPOSED el RID GE DRIVE PROPOSED STOR SEWER CROSSING PROPOSED SANITARY6"TEE ASSEMBLY w/ 8"x ( DESIGN SPEED= o MPH} PROPOSED SEWER STORM CROSSING PROPO E x 660 SEWER CROSSING J I wj (3) - 8" G.V. r. f'r1 G; rh rq O rd � rn r� � c"J co ® r. N o rt � M N o as -4- 00 0 � w 00 o ,i OD --t ca as s i Ln tom �- cv) Ln , o a) �D •�- cD �,? �n ry rn o r. r` N o o rn 00 Ln oa `� O oy as '.-� Ln �a n t �.t 0 m r� �"` O 00 +� y oy Ln ° �n o ° ` DW kl trr r. r. rl N r, r. rr. r. ri r r• N �r r. m r., N 'h !". r. r. r` n +� �: j r. 00 r r r. OQ OQ n 00 tJ0 N "�' N n ,,� r. D r. kD n r r. , %. �'' c0 �%�pj, o SCOTT �RL'IJNS O Lie. No. 035791 4/4/22 A� NA L a Z 0 z u � W 1 0z IM40g I--+ w w -, °C z TREN i N W N Q Q C1 a � L p w a Ln cD N DD UD 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 JOB NO. 112000 SCALE 1"_Sol SHEET NO. 11 PVI STA: 11+11.45 PVI STA:11+95.70 PVI ELEV: 673.17 PVI ELEV: 672.32 K: 2.50 K:12.32 LVC:1o.00 LVC: 50.00 LOW PT. STA: 11+11.45 H I G H PT. STA:11+70.70 LOW PT ELEV: 673.22 HIGH PT ELEV: 672.82 Ln N ° 00 ° 00 PVI STA:12+go.28 o � � O N 6 6N^ PVI ELEV: 666.59 't w rl Li.i + `� c+v cD K: 26.69 j � � v `l U LVC:135.00 6 0 � m j "' j m j w LOW PT. STA:13+57.78 m w m ui LOW PT ELEV: 66 z INTERSECTION OF ANLEE ROAD (STA.11+32) w/ PARK RIDGE DRIVE (STA.12+92) m m a INTERSECTION OF ANLEE ROAD (STA.1o+o0) + w/ LEEHAM COURT (STA. 3.1+47F --�- ri u_i 675 _-- u j m _2 INTERSECTION OF ANLEE ROAD (STA.13+33) 0� w/ HUMBOLDT STREET (STA.11+03) VDOT STD. CD-z I 670 I 2.0 92A A ° FILL {TYP. xinnT <Tn m, PROPOSED GRADE (TYP. PROPOSED STORM_,.,'" SEWER CROSSING PROPOSED SANITARY3 9 , 665 SEWER CROSSING PROPOSED 8"x8" TEE w/ (3) - 8" G.V. f PROPOSED STORM 660 SEWER CROSSING PROPOSED 8" CL. 52 DI WATERLINE 655 650 645 0 N, s p lr-, tip ti L? t 10+00 10+50 11+00 11+50 12+00 PVI STA: 14+50.00 PVI STA:15+5o.00 PVI ELEV: 664.99 PVI ELEV: 661.go N K: 2�-83 K: 4� .76 LVC:5o.00 LVC: o.00 HIGH PT. STA:14+25.00 HIGH PT. STA: 15+25.00 W HIGH PT E EV: 66 .24 HIGH PT ELEV: 662.67 u O �- O O I� O ri o ry O LD a cc W o �, N %t w -4- w � to vi r1 Lu ri w ri w " Lu Ln U m j W > m j w m w m w XISTING GRADE (TYP.) INTERSECTION OF ANLEE ROAD (STA.14+72) w/ MEYE RS WAY (STA.1o+oo) 3.5"Miff. - -1-00 �~ --PROPOSED 8"x6" TEE w/ (2) - 8" G.V. & (1) - 6" G.V. I 1 VDOT STD. CD-1 344 PROPOSED SANITARY_.,� SEWER CROSSING PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE_ PROPOSED STORM SEWER CROSSING 2.3' 3�p9,6 LL PROPOSED 8"x6" REDUCER-J I I 6" CL. 52J--- ____.__.�.____.._..,� __..._.._,_... I DI WATERLINE 76A PROPOSED 6" go* BEND TO MEYERS WAY WATERLINE _ PROPOSED STORM SEWER CROSSING PROPOSED SANITARY SEWER CROSSING 'ROPOSED STORM SEWER CROSSING c0 w tab tip 110 110 t0 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo ANLEE ROAD PROFILE (DESIGN SPEED=25 MPH) PVI STA:11+65.00 PVI ELEV: 667.75 K: 53.75 LVC: 215.00 LOW PT. STA: 11+65.00 no LOW PT ELEV: 668.82 Ln ccn Ln� w w cii u m cri V � 675 > w W 675 670 665 ND ROAD - STA. 660 JC 655 16+50 650 645 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. INTERSECTION OF BARKLEY VIEW COUR w/ARBOLEDA DRIV ROPOSED GRADE (TYP.) PVI STA:14+00.00 PVI ELEV: 672.45 K: 33.00 LVC: 255.00 HIGH PT. STA:13+38.49 HIGH PT ELEV: 670.56 PROPOSED 81[x (2) - 8" G.V. & (1 PVI STA:1o+17.5o PVI ELEV: 664.88 K: 2.50 LVC:1o.00 LOW PT. STA:10+17.50 LOW PT ELEV: 66L_0a NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN SANITARY SEWER MUST BE PROVIDED. PVI STA: 11+51.00 PVI ELEV: 669.o5 K:14.20 LVC: 30.00 HIGH PT. STA: ss+66.00 Wir-W DT Pl KA/. rrn -sr- 0 co a co L9 PVI STA:1o+80.00 00 � °a ran ri v PVI ELEV: 666.13 m %D w w o`° o `Q 0 w w K: 26.o3 ri `a + `n ri u 6i 7 LVC: 55.00 v ri U >, m j w LOW PT. STA:1o+52.50 ; m j w 675 m w LOW PT ELEV: 665.58 m w 675 O 0 n EGIN CiUL-DE-SAC - STA. 11+68 N Lh PROPOSED GRADE (TYP.) kD 0 w�' Lu ROAD - STA.1: 670 U m `� W 2 0 670 -2.00 I T" (STA. so+o0) VDOT STD. CD-1 4v FILL TYP. ( ) E (STA.15+26) _--- --- 3.5 IN 665 z.00� 665 _ RO POSED 131 EXISTING GRADE (TYP.) I VDOT STD. CD-2 ROPOSED 4" CL. 53 DI WAl 1.2 I 660 \\-PROPOSED 8"x6" REDUCER 660 PROPOSED FIRE HYDRANT i" TEE w/ ASSEMBLY w/ 6"x6" TEE 1- 6" G.V. PROPOSED STORM j SEWER CROSSING j 6 PROPOSED 6" CL. 52 DI WATERLINE 6 55 55 a t} N Q� Ln ri cn o lL, Ln Lh 4 ''il Ln kD w kDO %D cti w 10+00 10+50 11+00 11+50 12+00 12+50 BARKLEY VIEW COURT PROFILE (DESIGN SPEED=25 MPH) PVI STA:16+67.98 PVI ELEV: 657.10 K: 31.92 LVC:150.00 LOW PT. STA:17+42.98 LOW PT ELEV: 656.32 +31 .OW -OFF ASSEMBLY ERLINE 10+00 10+50 11+00 11+50 12+00 12+50 BARKLEY VIEW COURT PROFILE (DESIGN SPEED=25 MPH) PVI STA:16+67.98 PVI ELEV: 657.10 K: 31.92 LVC:150.00 LOW PT. STA:17+42.98 LOW PT ELEV: 656.32 +31 .OW -OFF ASSEMBLY ERLINE INTERSECTION OF ARBOLEDA DRIVE (STA. 9+95) Ln rn L, ri rn Ch T M w/ PARK RIDGE DRIVE (STA. 20+48) ^ N w (n'� INTERSECTION OF ARBOLEDA DRIVE (STA.12+54) + � � w + �a w + + 6 70 - oo�b w/MEYERS WAY i I ____ �-- ILL (TYP.) _. (STA.16+55) U m PROPOSED AIR -RELEASE ''�. _ VALVE U ' w W U ' u ' 6 0 7 _._ _ _..m_ LVDOT STD. CD-1 VDOT STD. CD-1 INTERSECTION OF ARBOLEDA DRIVE (STA.15+26) PROPOSED $" CL. Sz DI WATERLINE 3.5 MIN.`, w/ BARKLEY VIEW COURT (STA.1o+oo) } VDOT STD. CD-2 _ - _ 66 PROPOSED 8"x8" TEE 4.9 , 3' 1.31 w/ (3) - 8" G.V. PROPOSED FIRE HYDRANT �0 44 4.9' ASSEMBLY w/ 8"x6" TEE VDOT STD. CD-1 � 52A � i i 2.8' 35 660 PROPOSED 8"x6" TEE wl 660 8" G.V. & (1) - 6" )wl VDOT STD. CD-1 TIE -INTO EXISTING ARBOLEDA47 GD. PROPOSED STORM PAVEMENT -STA. 18+29 SEWER CROSSINGDRIVE PROPOSEDSTORM CROSSING PROPOSEDSTORMI SOA �SEWER FILL (TYP.) ----- "� -� EXISTING 6 55 SEWER CROSSING PROPOSED STORM SEWER CROSSING „ PROPOSED 8 xfi T (2) - 8" G.V. & (1) - 6" G.V. -x o ROAD GRADE 6 55 PROPOSED SANITARY SEWER CROSSING _ - PROPOSED STORM XISTING GRADE (TYP.) I SEWER CROSSING PROPOSED 8" CL. 52 DI WATERLINE 1.1 � 60 5 PROPOSED FIRE HYDRANT 34.A ASSEMBLY w/ 8 "x6" TEE TIE-IN TO EXISTING E PROPOSED STORM 8" DI WATERLINE SEWER CROSSING EXISTING 8" DI WATERLINE 645 645 C3 Ln O O Ln tf3 O rl O N .t O oD .t N O1 Q� e0 mot' rn O M -i- � C� 00 q0 Qt n C7 l0 O 1' . l0 Ln 4 [3 00 O N O ry) � �' �D O L-n COc N �- r} n n Ln N ri f�• ri r� 0 O 06 LT co 00 co l0 lL} 00 C* CD LO Ql ® Cam+ LO O J tom. O 0 tom. Qt 00 tS3 00 t` + w lQ � 40 M 00 L(1 rl �' Ln Oa � Ln 4 � Pl Lt 1 lD t C) LPt Ln U) l!1 kO C+I Ln Ln W �O tD ti? iD U7 t0 Lp cD 1p �t] tp t9 ko l�D t® kD lei} W l0 t0 tD l0 tD %D l0 l0 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 ARBOLEDA DRIVE PROFILE (DESIGN SPEED=25 MPH) kR.,LLINS OG r O SCO)TT L7 Lie. No. 035791 4/4/22�' z p 0 m M H z U� w 0 o z 1�1 O g �14 Lu I /- ~•4 V ! W _! °� > m 0 l�-4 Trimm UJ N QCD C- 0 W v LuW un � O = W Z J 0� � J J LLJ U � Q Y = F- o D 0 Q Z I.- w J� Y 0 J W o CO O� Q z w J UN�Lu o NOTE: ALL ROADWAY EMBANKMENT MATERIAL o SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN $ o sGOTT R. LINS INCHES IN THICKNESS BEFORE COMPACTION OVER t3 Lie. No. 035791 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH p� 4/4/22 VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 AStONAL E��1 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 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 ( IN FEET) CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND 1 inch = 5 ft. BRIDGE SPECIFICATIONS, SECTION 302.03G. HORIZONTAL GRAPHIC SCALE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 50 0 25 50 goo zoo 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 & ( IN FEET ) SANITARY SEWER MUST BE PROVIDED. 1 inch - 53 ft. z Q F- m U) Ine z ��-� LU 0 Z PVI STA:13+5o.00 0 z PVI STA:12+50.0o PVI ELEV: 692.21 1■■1 a W PVI ELEV: 689.38 K: 85.40 K:18.67 LVC:75.00 w PVI STA: 11+12.00 PVI STA:10+21.00 PVI STA: 11+2o.oa LVC: 75.00 HIGH PT. STA:13+87.50 aG z 6gQ > -_4 PVI ELEV: 674.10 90 PVI ELEV: 78.49 PVI ELEV: 680.47 HIGH PT. STA:12+87.5o HIGH PT ELEV: 692.94 W U_ K: o.s1 K: 26.41 HIGH PT ELEV: 6go.44 O �- D Nt LVC:1o.00 Ln ri Ln 0) LVC:228.00 p ri O .t sy LOW PT. STA: 10+21.oa Ln 00 Ln -t to LOW PT. STA: 1o+56.0o N � �:, o + � + w �9�r LOW PT ELEV: 67$.54 LOW PT ELEV: 6 .1 + w °+° m � w 695uj N W N o INTERSECTION OF LEEHAM STREE w/ PARK RIDGE DRIVE L9 C� 11 C� 675 N w �--� N rn TQ V, N Q 00 00 N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 00 LEEHAM COURT PROFILE > u- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 w u (DESIGN SPEED=z5 MPH) W J W LEEHAM STREET PROFILE ,' � (DESIGN SPEED=25 MPH) LL u) W W HIGH PT STA:14+o8.8o Q W HIGH PT STA: so+6o.79 HIGH PT ELEV: 668.72 O = z HIGH PT ELEV: 665.44 PVI STA:11+20.03 PVI STA:14+26.47 68o J C _ �8Q PVI STA:10+40.79 PVI ELEV: 665.92 PVI ELEV:668.99 I Q W U J F-do mop - F--i Q W Ca INTER 0 ri �..�.. HUMBOLDT STREET (STA.16+81) O cc T (STA. 11+26) ~ �/ W I- W Q 1�e W � rn� W V J c) (D b t- W Q* _ CL C!3 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 ,� �hN SCALE HUMBOLDT STREET PROFILE s�� ``, III - Sol (DESIGN SPEED=25 MPH) SHEET NO. 3.3 COURT 41 LVC:1go.00 INTERSECTION OF LEEHAM COURT (STA.14+gg} LOW P STA:11+46.78 w/ LEEHAM STREET (STA.11+32j LOW P ELEV: 675.40 °o N Q a �85 � � � EXISTING GRADE P. �8S �8o EGIN ROAD-STA.1o+so INTERSECTION OF LEEHAM COURT (STA. s1+47j � I wj ANLEE ROAD (STA.10 oo} 680 -4.3 � �... PROPOSED SANITARY �]� SEWER CROSSING �75 PROPOSED GRADE (TYP.) PROPOSED 6" DI WATERLINE CROSSING PROPOSED STORM SEWER CROSSING � Q] � Q �. N p^p � � U � '�` � O OTC? O � � !• � � � � � � � CX1 � C'1� � � 00 � W O � � cDlDCplD � CD 1.0 � Cn Q Fr ) O � O � Q tip O tp � w � W � � -� � r� D a0 � V m 1. �+ � + � � � Ob OD � m � W m � W p ., p .. �p + tO m W r� � r1 tWJ F 9D � 0° j w m VDOT STD. CD-1 u > 2• } PROPOSED GRADE {TYP. 11' UTURE ROAD GRADE INTERSECTION OF LEEHAM STREET {STA.11+32} � wj LEEHAM COURT (STA.14+gg) oo y (0- ND ROAD CONSTRUCTION-STA.12+43 ��� T (STA.10+oo}v (STA.16+33) EXISTING GRADE {TYP. 1.2' \-PROPOSED TYPE A BLOW -OFF ASSEMBLY �80 MI f8o Z oo_. � PROPOSED STORM SEWER CROSSING -2.00°Yb �-VDOT STD. CD-2 -PROPOSED 8"�22.5°BEND PROPOSED $" 22.5°BEND PROPOSED FIRE HYDRANT 6]� ___....-._...__ w.._.�..__.�ASSEMBLY wJ 8"x6"TEE PROPOSED ROPOSED S" °BEND 8"x8" TEE w/ 45 (3) - s° G.V. (64A7) I PROPOSED STORM ROPOSED 8" CL. 52 DI WATERLINE �]o SEWER CROSSING �]o ►.O � dQ tip tD � i[? � � � � � tD � 1p PVI ELEV:6 S.o4 : 3.31 K:17.34 PVI TA:16+66.38 K:13.3 LVC:1o.00 LVC:7o.o0 VI STA:15+28. o PVI ELEV: 6fi7.29 LVC:4o. o LOW PT. STA:11+21. 2 � � � � PVI ELEV: 665. o K:1o.o0 LO PT ELEV: 665. 5 VC:1o.o0 rn �. rn �- �i � r.i ,� K: 26.01 ''` ° '� '�' m N m r. +m `�° +' � LVC: 10 00 LOW T. STA: 16+61.3 �j75 XISTING GRADE {TYP.} co 5• �]� , N .t � �'t D O O O'1 M �t .. � .. �.,�_-�.,-�, __._._ _.._ .. _______ ___.._�_ • • __.________,�. _ E STA:-1LOW T ELEV: fi6.7.2{ ca" °., ,� ° ,;;� � � co v j v j _._, L W PT ELEV: 66 .3v N m m V � V ri LiJ � LLI , � m > W r: ri � j m j w � � j u j PROPOSED GRADE (TYP. °d w u°, °� u0i � � � � � ri O c0 SECTION OF HUMBOLDT STREET STA. 11+0 } m W W � � ��° � � u � j w �, W m W _ _670 wj ANLEE ROAD (STA. s3+33) � m � W 11' INTERSECTION OF � m W w/ HASTINGS -BEGIN ROAD-STA.1a+oo .009�6 ` \ 1.00� -3-�4°� 2.Go ��� _ � . _�.:�.MI_.-�---�-VDOT STD. CD-2._ _.,,�! � VDOT STD. CD-2 boo VDOT STD. CD-s / PROPOSED $"x6" TEE w/_/ .2' ° 4 PROPOSED 6 90 BEND TO 660 GGo {2} - $" G.V. & (1} - 6" G.V. FIRE HYDRANT ASSEMBLY 82C $3 PROPOSED 6" CL. 52 DI WATERLINE 44E PROPOSED SANITARY PROPOSED STORM PROPOSED STORM PROPOSED STORM �5� SEWER CROSSING SEWER CROSSING SEWER CROSSING SEWER CROSSING F 5� N N N N N N O Cri 1` O N N N D t,tJ � � lg QC} N tY1 C11 py N ri N h rt O N I� N C:0 m lD -i �.f1 �? C14 CPt Cif C7 C] Ci'1 s-! Co? � AD � fYt m L!7 tp LO cD I. 1^. f70 Cp CO tD LD tD � lD tl3 � tD tp tD �O c0 tp ct? tD t0 cp tD tD �D tD cU ct� to � ti,CJ � u7 cp � Cp � � tp � cD � tD z w w z c� z w z J 0 U v- O c 0 L CL x w a� 0 a 0 U L c a u 0 O a� c 0 u c 0 U 0 a E 0 > 0 3 0 Q L T C O i O N a 0 Q L a 0 U 0 Q O E 0 0 z w w z z w z 0 c.> 0 Q a CL > x U O �U O 0 0 Q O � O � Q tip O tp � w � W � � -� � r� D a0 � V m 1. �+ � + � � � Ob OD � m � W m � W p ., p .. �p + tO m W r� � r1 tWJ F 9D � 0° j w m VDOT STD. CD-1 u > 2• } PROPOSED GRADE {TYP. 11' UTURE ROAD GRADE INTERSECTION OF LEEHAM STREET {STA.11+32} � wj LEEHAM COURT (STA.14+gg) oo y (0- ND ROAD CONSTRUCTION-STA.12+43 ��� T (STA.10+oo}v (STA.16+33) EXISTING GRADE {TYP. 1.2' \-PROPOSED TYPE A BLOW -OFF ASSEMBLY �80 MI f8o Z oo_. � PROPOSED STORM SEWER CROSSING -2.00°Yb �-VDOT STD. CD-2 -PROPOSED 8"�22.5°BEND PROPOSED $" 22.5°BEND PROPOSED FIRE HYDRANT 6]� ___....-._...__ w.._.�..__.�ASSEMBLY wJ 8"x6"TEE PROPOSED ROPOSED S" °BEND 8"x8" TEE w/ 45 (3) - s° G.V. (64A7) I PROPOSED STORM ROPOSED 8" CL. 52 DI WATERLINE �]o SEWER CROSSING �]o ►.O � dQ tip tD � i[? � � � � � tD � 1p PVI ELEV:6 S.o4 : 3.31 K:17.34 PVI TA:16+66.38 K:13.3 LVC:1o.00 LVC:7o.o0 VI STA:15+28. o PVI ELEV: 6fi7.29 LVC:4o. o LOW PT. STA:11+21. 2 � � � � PVI ELEV: 665. o K:1o.o0 LO PT ELEV: 665. 5 VC:1o.o0 rn �. rn �- �i � r.i ,� K: 26.01 ''` ° '� '�' m N m r. +m `�° +' � LVC: 10 00 LOW T. STA: 16+61.3 �j75 XISTING GRADE {TYP.} co 5• �]� , N .t � �'t D O O O'1 M �t .. � .. �.,�_-�.,-�, __._._ _.._ .. _______ ___.._�_ • • __.________,�. _ E STA:-1LOW T ELEV: fi6.7.2{ ca" °., ,� ° ,;;� � � co v j v j _._, L W PT ELEV: 66 .3v N m m V � V ri LiJ � LLI , � m > W r: ri � j m j w � � j u j PROPOSED GRADE (TYP. °d w u°, °� u0i � � � � � ri O c0 SECTION OF HUMBOLDT STREET STA. 11+0 } m W W � � ��° � � u � j w �, W m W _ _670 wj ANLEE ROAD (STA. s3+33) � m � W 11' INTERSECTION OF � m W w/ HASTINGS -BEGIN ROAD-STA.1a+oo .009�6 ` \ 1.00� -3-�4°� 2.Go ��� _ � . _�.:�.MI_.-�---�-VDOT STD. CD-2._ _.,,�! � VDOT STD. CD-2 boo VDOT STD. CD-s / PROPOSED $"x6" TEE w/_/ .2' ° 4 PROPOSED 6 90 BEND TO 660 GGo {2} - $" G.V. & (1} - 6" G.V. FIRE HYDRANT ASSEMBLY 82C $3 PROPOSED 6" CL. 52 DI WATERLINE 44E PROPOSED SANITARY PROPOSED STORM PROPOSED STORM PROPOSED STORM �5� SEWER CROSSING SEWER CROSSING SEWER CROSSING SEWER CROSSING F 5� N N N N N N O Cri 1` O N N N D t,tJ � � lg QC} N tY1 C11 py N ri N h rt O N I� N C:0 m lD -i �.f1 �? C14 CPt Cif C7 C] Ci'1 s-! Co? � AD � fYt m L!7 tp LO cD I. 1^. f70 Cp CO tD LD tD � lD tl3 � tD tp tD �O c0 tp ct? tD t0 cp tD tD �D tD cU ct� to � ti,CJ � u7 cp � Cp � � tp � cD � tD z w w z c� z w z J 0 U v- O c 0 L CL x w a� 0 a 0 U L c a u 0 O a� c 0 u c 0 U 0 a E 0 > 0 3 0 Q L T C O i O N a 0 Q L a 0 U 0 Q O E 0 0 z w w z z w z 0 c.> 0 Q a CL > x U O �U O 0 0 Q PVI ELEV:6 S.o4 : 3.31 K:17.34 PVI TA:16+66.38 K:13.3 LVC:1o.00 LVC:7o.o0 VI STA:15+28. o PVI ELEV: 6fi7.29 LVC:4o. o LOW PT. STA:11+21. 2 � � � � PVI ELEV: 665. o K:1o.o0 LO PT ELEV: 665. 5 VC:1o.o0 rn �. rn �- �i � r.i ,� K: 26.01 ''` ° '� '�' m N m r. +m `�° +' � LVC: 10 00 LOW T. STA: 16+61.3 �j75 XISTING GRADE {TYP.} co 5• �]� , N .t � �'t D O O O'1 M �t .. � .. �.,�_-�.,-�, __._._ _.._ .. _______ ___.._�_ • • __.________,�. _ E STA:-1LOW T ELEV: fi6.7.2{ ca" °., ,� ° ,;;� � � co v j v j _._, L W PT ELEV: 66 .3v N m m V � V ri LiJ � LLI , � m > W r: ri � j m j w � � j u j PROPOSED GRADE (TYP. °d w u°, °� u0i � � � � � ri O c0 SECTION OF HUMBOLDT STREET STA. 11+0 } m W W � � ��° � � u � j w �, W m W _ _670 wj ANLEE ROAD (STA. s3+33) � m � W 11' INTERSECTION OF � m W w/ HASTINGS -BEGIN ROAD-STA.1a+oo .009�6 ` \ 1.00� -3-�4°� 2.Go ��� _ � . _�.:�.MI_.-�---�-VDOT STD. CD-2._ _.,,�! � VDOT STD. CD-2 boo VDOT STD. CD-s / PROPOSED $"x6" TEE w/_/ .2' ° 4 PROPOSED 6 90 BEND TO 660 GGo {2} - $" G.V. & (1} - 6" G.V. FIRE HYDRANT ASSEMBLY 82C $3 PROPOSED 6" CL. 52 DI WATERLINE 44E PROPOSED SANITARY PROPOSED STORM PROPOSED STORM PROPOSED STORM �5� SEWER CROSSING SEWER CROSSING SEWER CROSSING SEWER CROSSING F 5� N N N N N N O Cri 1` O N N N D t,tJ � � lg QC} N tY1 C11 py N ri N h rt O N I� N C:0 m lD -i �.f1 �? C14 CPt Cif C7 C] Ci'1 s-! Co? � AD � fYt m L!7 tp LO cD I. 1^. f70 Cp CO tD LD tD � lD tl3 � tD tp tD �O c0 tp ct? tD t0 cp tD tD �D tD cU ct� to � ti,CJ � u7 cp � Cp � � tp � cD � tD z w w z c� z w z J 0 U v- O c 0 L CL x w a� 0 a 0 U L c a u 0 O a� c 0 u c 0 U 0 a E 0 > 0 3 0 Q L T C O i O N a 0 Q L a 0 U 0 Q O E 0 0 z w w z z w z 0 c.> 0 Q a CL > x U O �U O 0 0 Q z w w z c� z w z J 0 U v- O c 0 L CL x w a� 0 a 0 U L c a u 0 O a� c 0 u c 0 U 0 a E 0 > 0 3 0 Q L T C O i O N a 0 Q L a 0 U 0 Q O E 0 0 z w w z z w z 0 c.> 0 Q a CL > x U O �U O 0 0 Q EX-MH-FOOTHILL-9-4. STA:6+29.23 RIM; 7 670.00 INV IN: 66o.65 TO EX-MH-Faothill-9-5 INV IN: 66o.65 TO MH-45 INV OUT: 66o.4o TO MH-3oA MH-3oB STA:5+48.97 RIM:667.43 INV IN: 659.95TO MH-31 INV IN: 659.95 TO EX-MH-Foothill-9-4 INV OUT: 659.75 TO MH-3oA 675 EX-MH-FOOTHILL-9-5 STA:7+2o.87 RIM:670.15 INV IN: 661.88 TO EX-MH-FoothiI1-9-6 INV OUT: 661.71 TO EX-MH-Foothill-9-4 EX-MH-FOOTHILL-9-6 STA:8+27.71 RIM:669.i8 INV IN: 662.83 TO EX-MH-Foothill-9-7 INV OUT: 662.75 TO EX-MH-Foothill-9-5 EX-MH-GLNBRK-6-i STA:=+28.46 RIM:671.73- INV IN: 665.94 TO MH-24 INV OUT: 66 .74 TO EX-NIH-Foothill-q-7 M H-24 STA:12+30.07 RIM:672.00 INV OUT: 667.00TO EX-MH-Glnbrk-6-1 67-S MH-3oA T ~ ~ I EX-MH-FOOTHILL-9-7 + ti MODIFIED RIM � STA: 4 94.2 7 STA;B+S3..gB RIM:666.25 ! ji it ELEVATION RIM:668.36 INV IN: 659.45 TO MH-30B j I I INV IN: 663.57 TO EX-MH-Glnbrk-6-1 - - - - - - - - - - - -- -- 6 0 % � INV OUT: 6 59 .2 TO MH- o I 5 � j INV OUT: 663.35 TO EX-IVIH-Foothill-9-6 570 M H -30 __. -� STA: 2+35.80 + _ __..._._�__ � .____.-......__ ,.._ _._..._.__.___..____ � _� Y'_ I __. � - ��-� � � - I --- _ �4" _ ._. _ _ �._ _-.._._. _. i - _ ' ' __._�.._... ._, �. _ _ _ _ _.._ � I I _..__ I I ._.. ^� - - - RIM:655.5o I f i 1 1 i i i VC 8„ SDR-26 PVC INV IN: 648.53 TO MH-3oA INV OUT: 648.33 TO EX-MH-Foothill-9-2 66 PROPOSED GRADE (TYP. PROPOSED 8" DI I I i i WATERLINE CROSSING i / I I i i i-^-� I I 112.48 LF i i 97'61LF @a 1.09 66 _ , , `� - - - - Y _ _ - L J 5 EX-MH-FOOTHILL -2I STA:1+32.o6 RIM: 3 •655.3 PROPOSED 6" DI WATERLINE CROSSING 2, ,� I I - 6 P�(C i i 3 ,, i i i i 8" SDR 2 81, SDR-26 PVC I 8-�.641-F a�a - i � 8„ SDR-26 P I I -io2 84 LF 0.85°� -� _ - _ -_-- - - -- -i -�� I �_ ----~ r� - - - - - - - �`_-- j TIE-IN TO EXISTING SEWER MANHOLE SANITARY INV IN; 644.74 TO EX-MH-Foothill-9-3 INV IN: 644.74 TO MH-30 66o XISTING GRADE (TYP.), F a. g9�a i--- ``-- - --j a 7� ,- ! 76.26 L � 5 �~ _- � - - 811 SDR-26 I PVC � �-�� j 66D _INV OUT. 644.47 TO EX -MH-Facathill-g-1_ I �� -. - 50.27 LF 1.03 - $" SDR-26 PVC MODIFIED RIM ELEVATIO _ 655 , �- rl/� r �� 0.7 s f 50.7o LF �a o.5g916 ,•°'.� J _ f ,r f .� J. `' PROPOSED STORM SEWER CROSSING 655 EX-MH-FOOTHILL-9-1 3.5 'MIN . - -- - P R 0 P O S E D STO R IVI� _ STA:O+®c�.0o ,� ,. 50R"�6 ���� 45 SEWER CROSSING" � } � � 1 RIM:644.63 INV IN: 639.27 TO EX-MH-Foothill-9-2 650 EX-MH-FOOTHILL-9-3 TO `` f ` 65o 3 �A REMOVED AND RE PLACED.----�-�----_�_�__ r x' PROPOSED STORM --r, SEWER CROSSING -- _... L J I� _ -� 6 645 � � I �� D 3 _,.... ._. I 45 _ 1 LF 99 r+q -�.r 'r' .� L "2h! .0-ob Ill �� SD ,- �' .-�'� 11 EXISTING 8 SANITARY SEWER TO I ��•oro BE REMOVED AND REPLACED 640 II ,-' .-'� 640 TjL 1 635 I i I 635 OQ Ln t 16 00 .t C7 in t0 ri OD N 00 OQ OD n1 O O i � OQ OQO � OO 4 Orl 00 OO r"1 31 m l O C O r° O Nl Ln O �% rl O O rl O O 1.0 C3i� O N ri`Ln �arti► .�O V1 V) cD Ln Ln cD V) Ln j) Ln �D Ln 'D D cD to cD w � W w tp O ILD tD lD r-. w '� r, ^ cD cD . W D wLn ` cOD O ^ cD r° Dt tD O cD cDcD O ko O� w OLn tD w 0+00 0+50 1+00 1+50 2+00 1 175 67; MH-31 M H-3oB STA:2+36.26 STA:o+oo.00 RIM:668.26 RIM:667.43 XISTING GRADE (TYP.) INV OUT: 662.5o TC 670 INV IN: 659.95 TO MH-31 670 - --... -.--.- - -INV IN: 659.95 TO EX-MH-Foothill-9-4.-w- INV OUT: 659.75 TO MH-3oA i 665 665 PROPOSED GRADE (TYP 4 2'�._._.__- �i ' 8" SDR-26 PVC .a�'b 6 6 O 1.0 232.26 6 0 44E PROPOSED STORM S EWER CROSSING 655 ; 655 P'�. P�. ( co m 00 r t m 00 O rrn ko tD 4� l�D ko � t0 0+00 0+50 1+00 1+50 2+00 2+50 MH-31. - MH-3oB PROFILE MH-3oB 2+50 3+00 m m 660 0 mm0 rn oo 0 0 � L9 o0riw ko 1 655 o � z z z 1 Qg» -wulF 9 K w 65o It II II II Il it II 645 LIB �i Ln 0+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 PROPOSED GRADE (TYP 3.5 C I z6 Pv lt7 N N ti Ln n do LnUn cD � 0+50 1+00 1+50 MH-24 - EX-MH-Foothill-q-:L PROFILE l 0 s 0 0 1 PE; w a Ln r. N O ko �Ln M� Ln i� > Ln z 660 655 650 STING GRADE (TYP.) 645 1 2+00 MH-32- EX-MH-Foothill-io-z PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET } 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET } 1 inch = 50 ft. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302-03G. NOTES: 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. MH-29 17c STA:4+54.38 67 .0 RIM:671.33 MH-27 MH-28 INV OUT: 664.83 TO MH-28 STA:2+59.85 STA:3+61.44 RIM:665.33 RIM:668.83 INV IN: 657.53 TO MH-28 INV IN: 662.53 TO MH-29 O INV OUT: 657.33 TO MH-26A INV OUT: 662.33 TO MH-27 670 7 MH-26A PROPOSED RIM:66o.o8 GRADE (TYP.) INV IN: 652.2o TO MH-27 INV OUT: 652.00 TO MH-26 665 RIM:657.33 INV IN: 650.7o TO MH-26A /01's WI6pvc� INV OUT: 650.5o TO EX-MH-22 ; / EXISTING ! G'F @ z-5`3 ' EX-MH-22G GRADE (TYP.) i 8g 9 � 66o STA:o+oo.00 , C, 66o EX. RIM:556.85 INV IN: 649.78 TO MH-26 B LF EX. INV OUT-649.58 91 655 C, 655 PROPOSED YAR D_. I I DRAIN CROSSING � I II 650 f 8c 65o 1•68°t6 L _ S D R-26 PVC 77 5i LF 93.76 LF 77% TIE-IN TO EXISTING SANITARY 6 645 SEWER MANHOLE 1 ; 45 ` j 0 O - ri ( P : Q1 '`t' N . N c� N ® ^ N sD tip ko lD lLn CQ tD %D tD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 MH-29- EX-MH-22PROFILE �A,TH 4A o � SCCTT R. LINS Lie. No. 035791 4/4/22�4' :�SI OIVAL E�G1 TFIEN N w N a MODIFIED RIM E TIE-IN TO EXISTING E SEWER h EX-MH-FOOTHILL-9-4 STA:o+oo.00 RIM:673.88 670.00 INV IN: 66o.65 TO EX-MH-23.F INV IN: 66o.65 TO MH-45 680 INV OUT: 660.4o TO EX-MH-igF 680 XISTING GRADE (TYP.) MH-45 STA:0+75.82 675 RIM:674.25 INV OUT: 665.00 TO E) LEVATIO r s ROPOSED GRADE (TYP.) 670 670 _ 57 PROPOSED 8" DI WATERLINE CROSSING I PROPOSED YARD 5 3' 66 5 DRAIN CROSSING3.5 li 11 AN ITARY IANHOLE LF 660 I ` �ti�� 660 W 0+00 0+50 1+00 -MH-Foothill-9-4 MH-45 - EX-IVIH-Foothill-9-4 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. 67S MH-36 STA:6+81.03 RIM:673.50 INV IN: 662.53 TO MH-40 INV IN: 662.53 TO MH-37 INV OUT: 662.33 TO MH-35 MH-37 STA:7+29.16 RIM:673.00 INV OUT: 666.00TO MH-36 MH-35 STA:4+52.66 INV IN: 657.7o RI M:665.83 TO MH-36 r'- -.,' - - 6]O PROPOSED GRADE (TYP. INV IN: 6S7.7o TO MH-38 �' �.- � 670 INV OUT: 657.5o TO MH-34 __. ____ _-._� _ �' PROPOSED 8" DI _ - --_-_ _ _._ ._ _ �_..._ _.____. WATER LI N E C BOSS I NG PROPOSED STORM 665 MH-34 EX-MH-FOOTHILL-1v-a. STA:1+ 1. STA:o+oo.00 RIM:6S5.83-�- SEWER CROSSING g� 665 _ RIM:652.45 INV IN: 648.2o TO MH-35 INV IN: 646.5o TO MH-33 INV OUT: 648.00 TO MH-33 INV IN: 64fi.5o TO MH ' �' ' PROPOSED STORM 6 pvC 1'7 8" SDR-26 4413 LF PVC �a 7.$fi9'6 32 EX. INV OUT: 6i�6.3o SEWER � CROSSING 8" S'i}R - � 06°� �F � 2• MH-33 i PROPOSED STORM SoAT� 2,24.•37 STA.0+53.69 / SEWER CROSSING RIM-6S4.00 J 1.0' i INV IN: 647.2oTO MH-34 655 INV OUT: 647.00 TO EX- MH-Foothill-so-1 �vG 655 �rol o. -EXISTING GRADE (TYP.) 2.3' 14 650 650 8" SDR-26 $�� SDR_26 PVC PVC LF o.6o°r6 134.10 49•69 LF +�a II s.o3-% I II 645 `J TIE-IN TO EXISTING SANITARY SEWER MANHOLE 645 . 00 Cn M Q tD kO � % �° `D `°° a) O cD `° ^ {3 co to N . `° n` kD ^ O ^ t°. �' Cl r. u' L f~ 1~ Ln w cL) w �o 4D w cD %D w � w cD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WjL. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM j SEWER & WjL AND 1.5' OF SEPARATION BETWEEN WjL & SANITARY SEWER MUST BE PROVIDED. 6gs MH-37 - EX-IVIH-Foothilkio-3. PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 6+oo 6+50 7+00 7+50 695 TH IO � SCOTT R. LINS Lic. No. 035791 4/4/22�' s101VAL E��1 z I - Ca � r:n zU U) w 0 0 z 1■■1 _o LLI > Ln Lu > 1 1 °C z 11 N W [V O �r 0 I MH-44 LL m STA:5+32.97 1--1 MH-43 RIM:688.00 STA:4+17.84 INV OUT: 681.00 TO MH-43 CV RIM:680.83 690 - M H 40 ___ _ _ _ -._ _ I NV I N: 675.03 TO M H-44 6 9° MH- STA.0+45.08 MH- 2 INV OUT: 674.83 TO MH-42 Q STA:4+5 -35 6 RI M:673.33 STA z+72.92 RIM:665.83 MH-38 75 INV IN: 666.53 TO MH-41 RIM:6 2 STA:o+g$.57 MH_39 INV OUT: 666.33 TO MH-36 77'9 - ~ INV IN: 657.7o TO MH 36 INV IN: 672.12 TO MH 43 LL INV IN: 657.7o TO MH-38 INV IN:6. 9 STA.2+81.21 INV OUT: 671.92 TO MH-41 6$ INV IN: 65g•37 TO MH-39 RIM:668.o$ �g� _------- ; ___ _- _ _ w 1 INV OUT: 657.So TO MH-34 INV OUT: 659.17TO MH-35 INV OUT: 661.a8 TO MH- B ---- _ MH-41 _ ---- �--- L 3 STA:1+27.09 _� ------ --- --- -J H w 670 --- / r 6 O RI M.675.08 J 1--1 _ 7 _ I _ _..__ l _ _ _ _-- - 7 M H- 6 -J =--_-- 3 INV I N: 66g.28 TO MH-42 -- � 1--1 - _ STA:o+oo.00 INV OUT: 669.o8TO MH-40 - LL XISTING GRADE (TYP.) EXISTING GRADE (TYP. RIM:673.50 6Q�0 6$0 � V.J O .�. -� w NV I N : 662.53 TO M H -40 ._�___Y.,_._.. ..______._,..�.-.___ ____ �......��_. .-.__ _ ____... ..._...___._.__....._.___._._.._._..__r._.__ _. -. _ _ 3 _ __...__ _.._....__.� _ Cy INV IN: 662.53 TO MH-37 $ vF 665 665 INV OUT:662.33TO MH-35 u Z PROPOSED 8" DI WT -PROPOSED GRADE (TYP.)---------- J WATERLINE CROSSING i 6 r - r l `` .. -Z6P\jC 675 ry cL Lu 8" SDR- 26 PVC _ 7 5 _- _ -____ _ _ _ _ _ __ ---PROPOSED GRADE (TYP.)::- __ 8 C32 r 3..92°� LF Qa 0.96% 14° •92 660 3.78.65 -� 66o vc J W 3.2' 5DR'26 P 6�16 � � 24.1..83 0.7' 670 zA ; 670 � 8" SDR-26 PVC PROPOSED STORM 83 PROPOSED STORM -�--- - _ ___-_-��-�-�M- w 655 94.57 LF C 1.55% SEWER CROSSING 655 SEWER CROSSING .. cpR 26 P ,��° � z $ LF Qa 3 (� 00 ko o M C� M 00 665 �a•°� 665 to to t17 w to LD w ko two w f � w � w Q 0+00 0+5 0 1+00 1+50 2+00 2+50 3+00 8" SDR-26 PVC Of 660 41.o8 LF Qa 9.25% 66o MH-39 MH-35 PROFILE Nt 0 0 r__. (3) rl_� rl ri %'t 0 00 r, W 0 M Q r-. 0 0 0 JZZ 0 U) 0 t M M `t tom. W 0^ rl 00 00 00 00 0 00 0 CO 0 w U� �rl% cD �p W tp ko ko to kDD to I.NL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 f 3+50 4+00 MH-44 - MH-36 PROFILE 4+50 5+00 5+50 PROPOSED GRADE (TYP. STR:38 VDOT STD. DI-3C (L=6') EXISTING GRADE (TYP,)- TP=665.67 INV IN: 659.68 TO 38B STR:36 VDOT STD. DI-313 (L=so') INV OUT: 659.58 TO 36 TP=668.o8 STR:38B VDOT STD. DI-313 (L=12') INV IN: 659.35 TO 38 TP=666.92 INV OUT: 659.25 TO 3oB INV IN: 66o.o2 TO 38D STR:3oB VDOT STD. MH INV OUT: 659.92 TO 38 TP=667.33 STR:38D VDOT STD. DI-313 (L=14') INV IN: 649.02 TO 32 INV IN: 659.00 TO 36 TP=666.9z INV IN: 663.33 TO RF-1 INV OUT: 660.25 TO 3$B INV OUT: 648.92 TO 30 665 1 I 665 PROPOSED 8" DI PROPOSED 6" DI WATERLINE CROSSING 2.6' s.o' mgmumm WATERLINE CROSSING 66o 66o - - -r- - 15" RCP 32.69 LF @a 0.70% 655 1511 RCP 655 _41.07 LF �7a o.58%._,_ - 15 RCP 41.02 LF @a 0.56% 1511 RCP 650 45.15 LF @ 0.55% 65o 645 1 1 1 1 645 EXISTING GRADE (TYP. 670 STR:7213 VDOT S INV I INV IN INV O a EXISTING GRADE (TYP.) J u e PROPOSED GRADE (TYP r,n 670 STR:70 VDOT S D. DI-3C (L=6') U STR:72F VDOT STD. TP=663.00 TP-663.o8 N: 652.35 TO 74 INV OUT: 656.33 TO : 656.00 TO 72F DI-3C (L=6') INV I INV IN 72B INV OUT I PR( )SSING WATERLIf 0+00 ^+Sa STR-72F- STR-72B PROFILE H0 N: TP=662.83 cn a o 655.83 TO 70B O °o .6 : 65o.10 TO 7oD o �, o,n : 65o.00 TO 013 m °N°• ko H 66 " ID z p 66 5 5 F- a» v, � z z 66o 66o )POSED 6" DI IE CROSSING s.s' 655 655 15" RCP 32.68 LF @a 2.05% 65o 65o 645 645 sa `3• Ln ao ni w � 0+00 0+50 '� wilo " ° tD tD `6 STR-7oB - STR-70 PROFILE PROPOSE w 670 STR:3oB VDOT STD. MH TP=667.33 INV IN: 649.02 TO 32 INV IN: 659.00 TO 36 INV IN: 663.33 TO RF-s MR/ nl IT_ r . A __ Tr% __ 2me STR:32 VDOT STD. DI-3B (L=12') PROPOSED GRADE {TYP. TP=664.00 INV IN: 649.52 TO 34 665 INV OUT: 649.42 TO 30B 665 f STR:34 VDOT STD. DI-3B (L=1o') TP=657.33 STR:34B VDOT STD. DI-3B (L= STR:3o EXISTING VDOT STD. DI-3B TP=654.50 INV IN: 650.35 TO 34B TP=657.25 INV IN: 652.50 TO YD-6 INV IN: 648.25 TO 3oB , INV OUT: 650.25 TO 32 INV OUT: 6 0. 8 TO 5 5 34 660 INV OUT: 646.00 TO / 660 6 55 WATERLINE PROPOSED 6" DI FILL CROSSING (TYP.} 6 55 _ - _ _ _k_ EXISTING GRADE (TYP. �l PROPOSED WATERLINE 2.$ 1.1' 8" DI CROSSING 650 65o D VDOT STD. ES-1 /� RIPRAP OUTFALL 1.1' 18" RCP s5" RCP LF 6�.95 � o 640 15 RCP 1 6, LF 4 79 Qa o,50°/6 s "RCP 5 118.o8 LF @a 0.57% 33.01 LF @a 0.70% f 00 645 645 GQ -- � � _ � PROPOSED 8" SANITARY 1� SEWER CROSSING 640 NV. OUTL 64z.25 640 0 N oti cca Ln `Lnrl m �n ►n w o to m o in Nt + o r- 00 � ca D ca cD coo �D `° � Z to cD cp D cp �p o+o0 0+50 o+oo 0+50 1+00 1+So XI STI NG GRADE (TYP.) STR-8D - STR- oB PROFILE STR:64 VDOT STD. DER S(L=4') 685 - 79.50 INV IN: 672.43 TO 64B INV IN- N TE• ALL E TR T W STR:64B VDOT STD. DI-3B (L=8') NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH STRINV IN: 673.67 TO 66 STR:82 VDOT STD. DI-3B (L=8`) TP=66 VDOT STD. DI (L=4'} INV OUT: 672.33 TO 62 TP=666.17 TP=665.g2 STR:BaB VDOT STD. DI-3C (L=8') INV IN: 655.43 TO 84 INV IN: 655.so TO $2 TP=662.g2 6 6 6 TO 8 B INV IN: 657.83 TO 8oB INV IN: 658.6o TO 8oD 680 TP=679.67 INV OUT: 673.00 TO 64 680 OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. DRAINA 5 7 2 O G S U C U RES ITH A D E PTH INV IN: 661.5o TO RF-s7 670 INV OUT: 655.0o TO 78 INV OUT: 658.So TO 8o OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN 675 INV OUT: 6S5.33 TO 8o 675 XISTING GRADE (TYP.)' ACCORDANCE WITH STANDARD SL-1 AS FOUND IN ! STR:82B VDOT STD. DI-3B (L=6') STR:82D VDOT TP=667.42 TP=667.42 INV IN. 657.6o TO 82D INV IN: 663.00 T INV IN: 663.00 TO RF-18 INV OUT: 657.75 670 INV OUT: 657.5o TO 82 / 670 EXISTING GRADE (TYP.) 665 665 -PROPOSED GRADE (TYP.) _ PROPOSED D SANITARY SEWER WATERLINE I LATERAL CROSSINGS PROPOSED 8" 1 41 SANITARY SE 66o 66o 2.1 655 15" RCP t5"RCP 118.48 LF �a o.70% 27.66 LF @a 0.54% 1 PROPOSE SERVICE L STD. DI-3B (L=6') STR:8oD VDOT STD. DI-3B (L=8') PROPOSED 8" DI - - - TP=663.50 PROPOSED GRADE (TYP. WATERLINE CROSSING THE 2008 ROAD AND BRIDGE STANDARDS. O ROOF-zo PROPOSED GRADE (TYP.) , INV IN: 658.85 TO YD-10 6 6 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE 75 TO 82B 66 j INV IN: 659.83 TO RF-16 - i o 75 -- SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. _ _, _. _. . 5 INV OUT: 658.75 TO 8oB SEE DETAIL ON SHEET 17 FOR HDPE PIPE PROPOSED 8" DI BEDDING INFORMATION. WATERLINE CROSS ING Li5� RCP 15" RCP 670 28.61 LF @ 1.gg% 670 66o 118.6g LF Qa o.56% 660 2.2' to 6" DI '4 "' CROSSING 15" RCP � 1.0 � 26.02 LF �a o.589�a PVC PROPOSED $" PVC WER CROSSING 655 1 SANITARY SEWER CROSSING 655 LJ 0+00 0+50 o � Ir S C 0 TT R. LLINS Q 11c. No. 035791 4/4/22 A� z m a~. M Ln 12-1 Zto �' w 1 a z 1■■1 0 CL Vi ce �■■■� z W r d 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-3oB - SWIVI PROFILE W04 Q d- a STR:52 VDOT STD. DI-3B (L=6') ROPOSED GRADE (TYP.) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO, 25 OR 26, AGGREGATE BASE MATERIAL SIZE 2iA OR 23.B, 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. TP=669.33 INV IN: 662.17 TO 52B STR:52B VDOT STD. DI-3B (L=6') INV IN: 658.77 TO 52D TP=66g.33 INV OUT: 658.67 TO 5oB7 I NV 0 UT: 662.5o TO 52 EXI S VERTICAL GRAPHIC SCALE 0 2.5 5 10 20 PR WATERLI ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. STR:So VDOT 5TD. DI-3C (L=8') d CO STR-6 B - STR-6 PROFILE TP=668.92 50 TING GRADE (TYP.1.11-FILL OPOSED NE (TYP.) �65_-__66► 5 _ 8" DI 1.21 CROSSING -.-'I _� I 66o A 66o 15" RCP 32.68 LF Qa 1.00% 655 655 O N vi CD z C'M rn � N M LU � H N N Q N z i L- to � 4 4 STR:44 VDOT STD. DI-3B {L=6'} INV IN: 658.02 TO 5oB J TP=665.75 INV IN: 664.33 TO YD-7 0+00 0+50 > F-1 Lj INV IN: 657.5o TO 44B INV OUT: 657.92 TO 48 j INV IN: 654.so TO 46 c• W LL STR:42 VDOT STD. MH INV IN: 661.5o TO RF-5 `ii 80 cD STR:52p VDOT STD. MH STR-52B - STR-52 PROFILE w o+oo 0+50 1+00 1+5o TP=66 $ " .� 4.5 INV OUT: 654.00 TO 42 m TP=67o.33 _ O INV IN: 653.85 TO 44 rn u m STR: B VDOT STD. DI- C (L-1a ) In INV IN: 659.27 TO 54 54 3 STR-8oD - STR-8o PROFILE INV OUT: 653.75TO40 - 0 0 o ,�0 m o INV IN: 664.5o TO 56 TP=667.58 p N U Q Ln �0 INV OUT: 6 1 TO 2 INV IN: 662.00 TO 54D 675 p o ,,, 0! p 59. 7 5 PROPOSED GRADE {TYP. m L O O �- � _a 0 [INV OUT: 66o.67T0 54 W �. I- T- o z- D LnF- E-- n H � 00 00 a m O m n o m Nod �o STR: VDOT STD. DI- C L=1o' STR:54D VDOT STD. DI-7 + + 0 1+00 s+ 0 _ m Ln.. o M ca , , .. 1 54 3 { ) 0 00 0 5 5 �. STR.44D VDOT STD. DI-3C (L-8) _ f- > • ca �- > ry oo -tW > • w F- _ TP-666.8 m PROPOSED GRADE {TYP.) m E- O rn a0 rn „ M Ln Wo N m TP=667.58 3 n N TP=666.42 e- 0 N m � z p o `° `O Ln z z p INV IN: 660.43 TO 54B INV OUT: 662.5o TO 54B �..� LLB STR-82D - STR-82 PROFILE a m W tiQ STR:44BVDOTSTD.MH INVIN:658.77TO44F p p - p N L- a» � kv Z zp a > >> INVOUT:660.33TO5zD H � p 4' TP=667.08 INV IN: 662.5o TO RF-6 6]O to F-- ^ o T ,�, i- ? a > > > in �-- z Z Z -- 670 t- 000 _�.�._. _ __ . _ _- F- _ _ o o > co 1- - _ ' _ _ __. v} F- Z Z Z ul F- H $ INV IN: 658.02 TO 44D INV OUT: 658.67 TO 44B p o . °4° _ W F- 0 0 0, INV OUT: 6 2 TO p o rn o,�n Z p^ ] O L,., 57.9 44 ti u - - - p Ln `^ `^ tO • tO Z z 670 0 �^ �' z z PROPOSED 8" DI PROPOSED 8 DI _ 0 0 PROPOSED GRADE TYP. > Ln `D i° `O STR:44F VDOT STD. DI-3C (L=8') tD - - O ' - I STR:56 VDOT STD. DI-3B {L=8'} (TYP.) tO z z z_ > > > WATERLINE CROSSING XISTING GRADE (TYP.) WATERLINE CROSSING TP=672.So °. 1O > > > o _ _TP=666.42 z z z_ 66 (� 0 INV IN: 66 TO 8 STR: 6B VDOT STD. DI- B {L=16') CL Z Z Z Z INV IN: 66z.00 TO YD-8 665 _� - _ __ _ _ __ I ICI _ _ PROPOSED 8" DI_ _ _ 5 ., ul 5 35 5 5 3 m ~ - - ` INV OUT: 658.92 TO D ____ ` � „ �-- EXISTING 8 PVC SANITARY -- - - INV IN: 665.35 TO 56B TP=672.5044 PROPOSED 8 DI SEWER CROSSING WATERLINE CROSSING �- INV OUT: 665.25 TO 52D INV OUT: 665.75 TO Sfi 665 -^ - ILL PROPOSED 8" PVC - l��._ - 665 I WATERLINE CROSSING .6 1 1 4.3 w I-- t�� (TYP.) `SANITARY SEWER CROSSING ' ����� 4. 8' 3 PIROPOSED SANITARY SEWER v PROPOSED 6" DI (TYP.) PROPOSED 8" SANITARY SEWER CROSSING SERVICE LATERAL CROSSINGS WATERLINE CROSSING 670 670 660 66o z•4' I 660 EXISTING GRADE P. PROPOSED 8" DI -- - - WATERLINE CROSSING RCP " RCP 15" RCP 27.8 LF Qa 0.54% 665 665 6. 8 LF �7a o.55% 13.8.77 LF �a o.55`� 655 76,58 15" RCP\ -EXISTING GRADE (TYP.} 39.7o LF @a 1.00% 66o 66o 65o 0+00 STR-56B - STR-56 PROFILE rn o m 4 a co r kD tD 1p tD 0+00 0+50 1+00 1+50 2+00 2+50 STR-44D - STR-44F PROFILE 655 655 PROPOSED VDOT STD. ES-i --� w/ RIPRAP OUTFACE 650 NV. O UT=6y$.c 650 645 N a+00 o. - 30„ RCP _1-5.46 LF @a 0.55% > �, -_-- ---- -- - � 11 RCP 3o" RCP 64.49 LF @a 0.50% 44.4o LF @a 0.52% 30" RCP - - - _ 19.13 L F @ 0.78% 1 _j RCP 58.78 LF dal 1.28% 3611 RCP 42.46 LF �?a 1.77% N '� N N 4 m �n 06 00 4 9C7 0 r.;, � 00 � w Ln t1� CD 6D cA alp "D �p k.0 �D CQ 0+50 1+00 1+50 2+00 2+50 3+00 1.0' W 0.7 I _ 66o I- � 15„ RCP w 0 120 I 24 RCP zo.53 LF [[ 2.43% mLJ 24" RCP 9 s97.83 LF Qa 0.54" a 75.76 LF @a 0.53% 18" RCP W 13� 30RCP 39.66 LF Qa o.6o% L.L _ 64.36 L F Qa o.5o% ___-- _ _ _ ______ _ _ _ _ __.6 55 ry "RCP 32.68 LF �}a 0.70% I � . STRI54D - S'mm PROF ® (01 0 ( 90 N Cta Cat? � W '`� w 3+50 4+00 4+50 STR:92 VDOT STD. DI-3C (L=6') TP=674.00 INV IN: 668.85 TO 92B INV OUT: 668.75 TO go 685 �- STR:go VDOT STD. DI-3B (L=10') �- °rn ! m m � TP=674.75 0 ❑ N Cn ❑ �• �i (MINV IN: 667.25 TO goB ❑� ¢, ix 0 INV IN: 670.0o TO YD-11 ►n O 0 Ln ull ©O F_ F- F- o INV OUT: 667. oo TO 86 o ._._.__ , a r: ..__ 0 W � of .___ ❑ ___.� m ❑ r. ❑ oo q 40 ' � w > oo ( r. . M w % STR:86 VDOT STD. MHO m r`1�'.� � ' o� z z 0 TP=673.00 INV IN: 663.43 TO 88 rn z� � >, > > � a zzz INV IN: 666.67 TO go F- z z z 0}- INV OUT: 663.33 TO 84 �w � 7 1 FILL (TYP.) PROPOSED 8" DI STR:94 VDOT STD. DI-313 (L=8') 11 TP=675.67 INV IN: 670.35TO 96 I NV I N: 671.So TO RF-23 0 _j. `Y' �- m o � m INV OUT: 67o.25T0 92B 690 _ m ❑ -� 0 rs � v ❑- 1- -0 01 � °m XISTING GRADE (TYP.) ,� � -�' p w co 0 � o � V m ❑ N rn 6 8 °° rV,n m �i m a v)� co M - ❑ O d - 1.4 Q I ❑ 0 ❑ W b ►t trn D , �' N l0 F- v, 0 0 Ln O m co O❑ o N Mw %D ❑ Q, F_ t- 0 ---STR:102 VDOT STD. DI-3B (L=1o') n, 00 Lno o F- L9 G co `D w z o Ln Ln CA 000 O ❑0 C `' ° '~ TP=678.g2 685 _ STR:52D VDOT STD. MH __. _ __.�___.__ __ ._ _ __.�� _ _. _._. __ ____. __ ____. ___ ❑ ___ ° _. Q cn _ ,� _ Z p ____.__w__ c i H z z �. o M `�' O o n~ `- >, Cq nw INV IN: 674.g2 TO YD-12 0 _� O - o o - 0 m I- � u - - 0 m ° co o TP=67o.33 �iF_ 0 ❑ r• - ❑ m F- tt > > > 0 . ca �❑ o 4 0 �d . INV IN: 674.75 TO RF-25 _ cn F- > N o �o - -- �, ao cn z z z ❑ O o � j ,� r. Z INV IN: 659.27 TO 54 STR:58 VDOT STD. DI-3B (L-fi) i... - _.._.__ _ CO �O ? 0° `� p _ ._�__._. l�; j Oj _.____.- ___�___.. _ - INV OUT: 672.83 TO zoo INV IN 66y.5o TO 56 TP=6 a p N X. o w tO z 0 - - . W z 0 E- °- Z Z _ -_ - 75.5 ❑ M 0� r Z 0 rz n - O i - �, zo W If cn H -- m - >> INV OUT: fi59.17T0 52 INV IN: 668.02 TO 60 > oo � � „ > > °- z z f ~ °' Z Z cn F- Z z INV OUT: 667.g2 TO 56 w � Z / v~i Z Z cn F r Vim--- 68o tD-a -- _STR: 5 6 VDOT STD. DI B L=8' _w__ _.. i c� II > > TP=672.50 1 E � _ J PROPOSED GRADE (TYP.) _ - PROPOSED 675 INV IN: 665.35 TO 5800 00 -GRADE TYP. __w.._.��_�.____ _. __..._..___,._.._.___ ._.__.__ _ .w______. __ INV IN: 66 TO 6B ( }� � � 5 35 5 � \ PROPOSED 8 DI � INV OUT: 665.25 TO 52D / ' WATERLINE CROSSING 675 "~ 1 WATERLINE CROSSING ! 15" RC o.6 °� "` `- (TYP.) yc, RG 344p 670 15 RCP �05.2g LF 9 6]0 _ 2.0' r,.F 165-96 L 24" RCP 1g" RCP � �� � 27.97 LF t- @1.189�6 -1� 92.73 LF 1.15 53.46C F C 0. 5% i 18" RCP 18" RCP 7 665 23.g1 LF o.g6°rb 665 2o.1g LF �a o.75°rb I PROPOSED 8" PVC SANITARY SEWER CROSSING I 18" RCP 1.8" RCP 660 39.8o LF +�a 1.26% 36.45 LF @1.15% 66o O O Ec � 0LAI o M 0 , ter` Ln rj Co w cp to �p EO ° l0 r,0 cU 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STR:7 3 ( 2VDOTSTD.D1- B L=6') STR-102 - STR-86 PROFILE TP=663.50 STR:YD-7A 18" NYLOPLAST YARD INLET INV IN: 651.93 To 72B INV IN: 656.33 TO 72D EXISTING TP_ 66g.67 INV IN: 666.67T0 YD-7B INV IN: 659.5o TO RF-14 GRADE (TYP.) INV IN: 666-67TO YD-7C 670 1NV OUT: 651.83 TO 7oF 675 1NV OUT: 666.67TO YD-7 EXISTING GRADE (TYP.) STR:YD-7C 1.8" NYLOPLAST YARD INLET STR:YD- B 18" NYLOPLAST YARD INLET PROPOSED i 7 STR:72D VDOT STD. DI-3B (L=6') TP=671.0o GRADE (TYP.) TP=670.67 TP=663.42 INV OUT: 668.ao TO YD-7A - - - - - INV OUT: 667.67 TO YD-7A INV IN: 658.5o TO RF-13- 665 - - INV OUT: 656.75 TO 72 6 0 670 ! ROPOSED GRADE (TYP.) 0•8� 66o 66o 0.6 665 I 1.1' 1.5 1.8' 665 1.1' PROPOSED 6" DI PROPOSED SANITARY SEWER „ j PROPOSED SANITARY SEWER l WATERLINE CROSSING SERVICE LATERAL CROSSINGS 12 HOPE SERVICE LATERAL CROSSINGS 9 97.04 LF Ida 1.03% 655 i 655 12" HDPE 66o 107.i1 LF @a 1.24% I 66o 15" RCP f32.81 LF @ 1.28% 0 0° o Co 0❑ 00 ❑0 tD 65o i 65o 0 Ln 0+00 0+50 1+00 1+50 2+00 YD-7 SERIES PROFILE kD 50 v _1 a+oo 0+50 g Ov STR:82 VDOT STD. DI-3B {L=8') 00 ch0 u STR.8o VDOT STD. DI-3B (L=4') ,TP-666.17 O o m w "' STR-7�D -STR-72 PROFILE TP=fifi5.g2 INY1N:655.43Tos4 �,,~.,M c00 o � 00°a INV IN: 655.10 TO 82 INV IN: fi 6.6 TO 82B 0 � iO G � O � ❑ 0 INV IN: 657.83 TO 8oB 5 7 ❑ o �r 10 co INV IN: 661. o TO RF-1. o F_ n INV OUT: 655.00 TO 78 5 7 > ,,;, ? PROPOSED N +� [INV OUT: 655.33 TO 8o CO z z p GRADE (TYP.) 0 m �° p co STR:84 VDOT STD. DI-3B (L=8') Fes-. p- > > �` M � `° > m C° 6 675 w z n m J F_ 75 n rn_cc_ ..n VI F- z z z r� .. STR:74 VDOT STD. DI-313 (L=4') TP=663.75 INV IN: 654.25 TO 78 INV IN: 652.77 TO 76 INV OUT: 652.67 TO 72B PROPOSED 8" DI WATERLINE CROSSING 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 EXISTING GRADE (TY 670 k�i zmpwl 5„ RCP 141.23 LF 52" 665 I �5" RCP 92.10 LF @ 1.07% 1 1.5" RCP 40.17 LF @ i.00% 15" RCP 35.17 LF Ida 1.36% STR:68 VDOT STD. DI-313 (L=B') TP=688.o0 INV IN: 680.93 TO 68B�L'�H �► INV OUT: 680.83 TO 66 STR:68B VDOT STD. DI-313 (L=zo') TP=688.3.7 r SC�TT R. LINS INV OUT: 681.33 TO 68 O Lic. No. 035791 -% 4/4/22 �`�rQNAL685 i PROPOSED$"DI WATERLINE CROSSING own 000 __ ._ 68o_._ 15" RCP 28.o6 LF @a 1.43% 10. 675 E z m 6 a 7 Uj �(n pe U) zU uw I 0 ❑ z Cy 665 Vi Lu z W 660 Co 00 Co ko w ko ( w 5+00 5+50 6+oo 6+50 XISTING GRADE (TYP.) H rq STR:64 VDOT STD. DI-3B (L=4') 685 © CD TP=679.50 0 INV IN: 672.43 TO 64B STR:64B VDOT STD. DI-313 (L=8') INV IN: 673.67 TO 66 TP-679.67 INV OUT: 672.33 TO 62 INV OUT: 673.00 TO 64 68o _ 68o r PROPOSED 8" DI �• 20 PROPOSED GRADE (TYP. WATERLINE CROSSING co z 0 mmm�W .6751. _ 75 0 1.0CN i..0 15" RC P 1--1 670 28.61 LF @a 1.99% 6]0 /N 200 `../ �' N Q � rn mto 1.0 n a H� 0+00 0+50 w STR-64B - STR-64 PROFILE J ul J ~ W STR:76 VDOT STD. DI-313 (L=4') J TP=662.67 W LL_ INV IN: 653.27 To 76B ellL0 O u INV OUT: 653.17 TO 74 11 _�., STR:7oD VDOT STD. DI-36 (L=6') `1''- m C° TP=663.57 ❑ u_ n i o _ "' 0 INV IN: 650.6o TO 7oF 11 nQ rn m m g N o o a ❑ „� o INV IN: 658.25 TO RF-12 m �� N o �, m W ❑ �- �- H '� t1! t- a m ❑ INV OUT: fiSo.Sv TO 70 _ ;� o t7 r a �+ °� ;° 0 L o Q 670 � OQ n aQ [] n�� ❑ m©�On❑ o N�ciw d 00,~� ❑ ❑� n 1 6]o V/ o r- - - -0 O rN. n > 0 Ln Ln u� F- F- �o ❑ -cD o = ��`' ~p f 0 0 004 o N V) F- F- o❑ STR:7oF VDOT STD. DI-3B (L=6') D �O C] O m m rn `° `D F- ry 0 0 F- u �"' w p a dtco r, (n oo cn F- m ❑ o _ F- F- F- cO r. w Z Z O �n cv ran o Ln st .. > .�- .. 0 OO ,n TP=663.75 M M o - - 0 F- m 1 (f� co F- m � w F- m ui o w 0 Ln a > > > >. O �m Ln ,,, N m ❑ , N i-1 o p o p ❑ oO �n �n INV IN: 65o.g3 TO 72 O Ti L6 6%D z z z mLn �T Z Z 0 �' Z > w ko F- ❑ Ln Ln Ln -_- - �- p ❑ cO cn co w C] ❑ 0 - - 0 0 INV OUT: 650.83 TO 7oD > ''- iD ca 1-o F- _ -- _ r. z Z 0 I > ,r, LnF- urf FF----ZZZ �ZZZ `°??o ------ --- rN., ZZZp > > > > � a»> %D D � 0 6f] W 665 -- - -- a >» -� --- u - cn F- z Zz r.k Z zO M0 LL _ _ _ - -- --- --- _tn F-CL z_zzZ _ - `_. V) F-11 Ln❑ C) - Q > Ln XISTING GRADE (TYP.) �\ 660 (TYP.)� \ PROPOSED GRADE (TYP. I PROPOSED611DI PROPOSED 5" DI WATERLINE CROSSING WATERLINE CROSSI655 1 NG 15" RCP �mil t 78.29 LF @o.519� 65° 3o" RCP j� 6 LF o.52i �� _- 3o RCP 172.9 3o RCP _ 79.94 LF @ 0.50% 30" RCP 50.84 LF �,}a o.63% I 15" RCP o2 LF 3o RCP " RCP 1 32.Sg LF o.709� 3" RCP 2 g 4 � @ o.5o% 59.85 LF @a 0.97% 3o i 645 47.27 LF @ o.68% 55.96 LF @a 0.57% I r. to 0 r % 0 .t Ln O M rrt r. I'. LO co 'I � Ln cGi cA r: 6 m r^rt N M r•rt r*1 m M m M m to ,,� sty ,,� LO ko ko 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 STR-76D - STR-40 PROFILE 15" RCP 30.35 LF @a 2.47% �15" RCP 1.38.00 LF @ 1.86% PROPOSED SANITARY SEWER CROSSING � Ln n Ln �! ko Oro., r � ❑' r a tt � c p t!a ko w ko w Ln ko w k j ko W kD kD %D W 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STR-68B - STR-52D PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS, NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF12' OR GREATER SHALL HAVE SAFETY SLABS IN VERTICAL GRAPHIC SCALE ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 20o8 ROAD AND BRIDGE STANDARDS. 5 0 2.5 5 10 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. ( IN FEET } SEE DETAIL ON SHEET 17 FOR HDPE PIPE 1 inch = 5 ft. BEDDING INFORMATION. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 216, 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. HUl'ULUNTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET } 1 inch = 50 ft. ❑ Cd ter`. cn to F- z 0 ♦ ^ u J LL ul Z Z ~ 66o W Q 0 655 W L.L. Mow -"RCP 15 2.3 g5.23 LF @a 0.56% 65o �t W ICD PROPOSED 8" PVC Q (D SANITARY SEWER CROSSING N 645 Lu 1-1 o W W O Ln rn n1 CO N r l ❑ f1 En JOB NO. Ln � �° 112066 6+oo 6+50 7+00 SCALE 111 _ 01 »t SHEET NO. 17 DRAINAGE DESCRIPTIONS Structure Area Cw t, PIPE INFORMATION INLET INFORMATION STR. NO. DIA. LENGTH* SLOPE INVERT INVERT MATERIAL INLETTYPE Curb SLOT RIM (Acres) (Min.) Structure Area Cw t, (in.) (ft-) IN OUT Type LENGTH ELEVATION 38D DI-313 CG__6 14 666.92 (Min.) (Acres) 38C 15 32.69 0.70% 660.25 660.02 RCP 30 0,00 0,90 5.0 38B DI-313 CG_6 12 666.92 ... .... 30B 0,00 0,90 5,0 38A 15 41.07 0.58% 659.92 659.68 RCP 38 DI-3C CG-6 6 665,67 3 2 0.22 0,75 6�O 34 0,21 0,70 6.0 37 15 4102 0,56% 659.58 659.35 RCP` 36 DI-313 CG_6 10 668,08 34B 0,25 0,70 6,0 "6 0,16 030 6,0 35 1 15 45.15 0.55% 1 659.25 659. 00 RCP .3 38 0.12 0,60 6,0 IF- - - 38B 0,42 0,70 6,0 A t 38D 0.33 1 0,70 6,0 40 0,21 0. 7 5 6�O 34 -6 10 657.33 DI-313 CG 40B 0,20 0.75 6,0. 34A 33.01 RCP 34B 15 0.70% 650.58 650,35 DI-313 CG-6 10 657.25 33 15 42 0.00 0.90 5.0 32 DI-313 CG-6 12 664.00 146.79 0.50% 650.25 649.52 RCP - L-71- r-- ----- - 31 18 6295 0.64% 649.42 649.02 RCP 44 0.11 0.75 6.0 3- 44B 0,00 0,90 5.0 30B MH CG-6 667.3 30A 24 118.08 0.57% 64892 648.25 RCP ..... . 44D 0,22 0,70 6,0 30 MH CG_G 654.50 44F 0.30 0.55 6.0 29 24 82A6 4.56% 646.00 642.25 RCP 46 0.06 0.70 5,0 48 0.16 0,70 6,0 E 54D bi-7 66 50 0.17 0,75 6�O 6.83 Now 50B OA3 0.75 6.0 54C 15 20.53 2.43% 662.50 662.00 RCP Ij 54B 0 = V m m m m m m m m m m � mjm 52 0,12 0.70 6.0 DI-3C CG-6 10 667.58 PROPOSED ROAD ROPOSED YARD DRAIN SYSTEM 52B 0. 10 0,70 6,0 54A 18 39.66 0.60% 660.67 660.43 RCP 04 D RA ;7 INAGE SYSTEM Mi 54 01-30 CG_6 10 667.58 P5 52D 0.00 0.90 5.0 53 24 197.83 0.54% 660.33 659,27 RCP 54 0.io 0.60 6.0 M H 54B 0.36 0.80 6J) 54D 2.89 0.40 10, 0 52 DI-313 CG-6 6 669.33 r 51 30 64.36 O�50% 65867 658.35 RCP 56 OA2 0.70 6�O 2=sA Ir It r-1 , 4 -1 6 1 1 . __1_1 \ 56B 1 �06 0.40 10�0 r 58 0,09 0.75 6.0 tj 2 memo 50 ISVI DI-3C 60 0.06 0.75 6.0 49 30 64.49 0.50% 657.92 657.60 RCP 60B 0.23 0.40 8.0 48 DI-313 CG_6 6 669,33 -7 62 0,14 OA5 7.0 47 30 656.92 RCI L _J__ 07 N!m no 01 "a wo =X-W- 64 0.07 0.50 7.0 46 DI-313 CG-6 4 666.92 45 30 44.40 052% 654.33 654.10 RCP )0 64B 0,05 0,65 6,0 ROPOSED DRAINAGE DIVIDE (TYP 66 0,05 0,65 6.0 Ulf 40,9 44 DI-36 CG_6 6 665.75 43 30 19.13 0.78% 654.00 IF 68 0.14 0.75 6.0 MH - 664.58 0.21 0.75 6,0 68B bt)�J.uu Kuv 1? 70 0.14 0.75 6,0 MH it J 4W4 70B 0.26 0.70 6,0 39 36 42.46 1.77% 648.75 648-00 RCP r PROPOSEDROAD 4* 70D 0.08 035 6.0 DRAINAGE SYSTEM' L 70F 0,18 050 6�O 64 T L _j , L 11 K 72 0,15 0,60 6,0 1K �4, k, 27.81 0.54% 658,77 RCP ROPOSED YARD DRAIN SYSTEM 72B 0.22 0,60 6,0 Tk C 6 j 44D DI-3C CG-6 8 666.42 72D 0A0 0.70 6.0 44C 15 118.77 0.55% 658.67 658.02 RCP '0 72F 0.14 0.75 6, 413 667.08 MH 74 0.04 0.70 6,0 76 0.03 0.80 5.0 76B 0.19 0.85 6.0 N 76D 0,12 0,80 6,0 52B 4- 78 0,05 0,60 5,0 52A 15 3268 1,00% 662.50 662.17 RCP 80 0.06 0.80 5.0 80B 0.09 0.85 6,0 '0 000 ul-013 -6 10 688.17 0 CG 80D 0,21 0,80 6, 68A 15 28.06 1.43% 681.33 680.93 RCP 82 0.21 0,75 6,0 0 68 DI-313 CG_6 8 688.0 U0F:_-mA 67 15 76-16 437% 680.83 677.50 RCP 82B 0,10 0.75 6.0 82D OA9 0.60 6.0 DI-313 CG-6 6 682.25 ROPOSED YARD DRAIN Si S111EI 673.67 RCP 84 0,17 0,65 6.0 K It- 17A 64 DI-313 CG_6 4 679,50 86 0.00 0.90 5.0 --- --- 4L) 1 88 0.12 0.70 6.0 62 DI-3C CG-6 6 678.83 cS 8 B 0.35 0.60 6�O ul I �.Iu I.W1/0 1j(1.(* �jfu.ff Kut, s 90 0.21 0.75 7J PAR 90B 0.35 0.65 7. 60A 15 40.17 100% 67067 670.27 RCP I - -NW-Am O�09 O�65 6.0 60 DI-313 CG_6 6 678.33 PUB L. 92 92B 0,05 0,55 6,0 675.50 -77 77 96 0.15 0.60 6.0 4 0 DRAINAGE SYSTE 672.5 2 7_1 Aft 98 0.18 0.60 6.0 �Aj M�J 100 0.29 0.65 6.0 102 0,28 0,70 6,0 DI-313 CG-6 16 672.50 LOT 73 _3 56B 56A 15 39.70 1.00% 665 665.35 RCP II:-470D _sFD YD-6 0,00 0.90 5,0 SFD YD-6A 0.15 0,45 6,0 75 YD-6113 0,14 0,45 6.0 64B DI-313 C-G-6 8 679.67 YD-6C 0A 1 0,45 6.0 YD-6D 0,09 0,30 6,0 64A 15 28.61 1.99% 673.00 672.43 RCP ;K Arai /4, YD-6E 0.29 0.40 7.0 :)T 71 Of 4 YD-6F 0.23 0.45 6.0 V A F CG-6 8 658.50 LOT 70 5.0 N-Li YD-7 0.00 0.90 76C 15 8523 0.560k 654.00 653.52 RCP YD-7A 0.18 0.60 6.0 76B DI-313 CG-6 8 662.58 76A 15 29,42 0_50% 65342 653.27 RCP YD-7B 0.12 0.50 6.0 LC) 76 DI-313 CG_6 4 662.67 YD-7C 0.22 0.45 6.0 A, SF 51% 653.17 D 75 15 -8 5.0 78.29 0. 652.77 RCP "A 11 YD 0.00 0,90 74 DI-313 CG_6 4 663�7 P/ Z_ 7� YD-(SA 0.04 0,60 5,0 YD-8113 0.07 0.60 5. P YD-9 0.11 0.60 6,0 k 63% 651.93 RCP LOT 7T, 72A 30 50.84 0. 652.25 1 0,60 6�O A I YD-9A 0., PROPOSED YARD DRAIN SYSTEM DI-313 CG-6 663.50 72 6 YD-10 0.08 0.60 6�O 71 30 172�96 052% 651.83 650.93 RCP LOT-.78 I j, 01-313 CG-6 0 V YD-10A 0.08 0,60 6� 7OF 6 663,75 SFD"" LU I Czl -,-SFD /Ut Ju J.�. Mi U.Iullt U�U_b,5 UtIu.Ou KU11 YD- 11 0.20 0.50 6.0 LOT 80 -11A 6,0 7 YD 0.12 0.50 -313 CG-6 6 663.67 SFE) 700 DI 70C 30 79.94 0.50% 650.50 650.10 RCP YD-11B 0.14 050 6.0 V. -3C 70 DI 6 662.83 2 YD- I I C 0.10 050 6�O J 69 30 47.27 0.68% 650.00 649.68 RCP -12 YD 0.23 0.40 6.0 4vb DI-313 CG_6 8 663.17 _X_ YD-12A OA8 0.45 6.0 1'_`AEXISTING STORMWATER 40A 30 59.85 097% 649.58 649.00 RCP LOT 81 YARDIROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION YD-6E 18" Yard Inlet 671.33 12 92.75 1.08% 668.50 667,50 HOPE YD-61D 18" Yard Inlet 670.33 12 79.295 1_890k 667.50 666.00 HOPE YD-6C 18" Yard Inlet 669.50 12 94.67 8.45% 666.00 658.00 HOPE YD-613 18" Yard Inlet 662.00 12 59.08 &48% 65800 654.17 HOPE YD-GA 18" Yard Inlet 658.67 12 73.42 1.59% 654.17 653.00 HOPE YD-6 12" Cleanout 658.67 12 28,67 1.74% 653.00 652.50 HOPE Y D-6F 18" Yard Inlet 657.67 12 46.00 1.09% 654.67 654.17 HOPE RF-1A 8" Cleanout 671.83 8 171.85 2_33% 669,17 665.17 HOPE YARDIROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (ft-) SLOPE (%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION YD-713 18" Yard Inlet 670.67 12 97.04 1.03% 667.67 666.67 HOPE YD-7A 12 94.83 2.11% 666.67 664.67 HOPE YO-7 12" CleanDLIt 669.17 12 12.W 2.639k 664.6( 664.33 HOPE 18" Yard Inlet 12 48. T7 4.10% 674.00 672.00 HOPE YD-8A 18" Yard Inlet (37600 12 65.30 1455% 672�00 662.50 HOPE YU43 12 5.21 9.60% 662.50 662.00 1 YD-9A 18" Yard Inlet 660.50 - 1-06 2.68% 657.50 654,50 HOPE 18" Yard Inlet 657.75 12 12,53 1.36% HOPE YD-10A 18" Yard Inlet 664.83 YID-1 0 18" Yard Inlet 663.17 12 17�88 0,84% 65900 658.85 HOPE 18" Yard Inlet 676.00 YD-11B 10 Id[UHHUL ulo.uu 12 62.79 1.07% 672.00 671.33 HOPE YD-11A 18" Yard Inlet 67500 12 62.79 0.92% 671.33 670.75 HOPE 18" Yard Inlet 674.00 12 )10/0 670.75 670.00 HOPE 686.00 95.0D 2 YO-1 2A 18" Yard Inlet 684.00 12 68.67 7.28% 681.00 676.00 HOPE 12 30.33 3.56% 676.00 674.92 HOPE 8 124.22 1 �67% 666.75 664.67 HOPE RF-3 8" Cleamit 671 � 00 HOPE RF-4A 8" Cle2nout 670.67 8 100.64 1.41% 666.42 665.00 HOPE RF-4 8"Cleanout 669�25 665.00 664,75 HOPE RF-4B 8" Cleanout 668.67 8 57.34 117% RF-5A 670.17 8 16D. 06 1.67% 667.17 664.50 HOPE RF-5 8" Cleanout 667.50 8 31.91 9.400k 664.50 661.50 HOPE RF-6A 8" Cleanout 667�67 8 106.35 1.57% 664.87 663.00 HOPE RF-6 8" Cleamit __jv I U. vu -fo 100111.UU oQ14.50 HOPE RF-613 8" CleanDLIt 668,50 8 107.90 0.93% 1 RF-7 8" Cleanout 66 .33 YARDIROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTW (11.) SLOPE (%) INVERT IN INVERT OUT MATERI AL INLET TYPE RIM ELEVATION RF-8 8" Cleanout 668.67 8 106.76 2.97% ' 665.67 662.50 HOPE RF-9 8" Cleanout 675.67 8 94,50 0.71% 672.67 672.00 HOPE RF-10A 8" Cleanout 667.00 8 109.93 2.73% 662.75 659.75 HOPE RF-10 8" Cleanout 664.00 8 13.46 5.57% 659.75 659.00 HOPE RF-10B 8" Cleanout 667.00 8 104.27 2.88% 662.75 659.75 HOPE RF-1 1 A 8" Cleanout 664.00 8 113.63 1.10% 660.00 658.75 HOPE RF-11 8" Cleanout 663,50 8 17, 00 2.94% 658.75 658.25 HOPE RF-12A 8" Cleanout 664.25 8 126.07 0.99% 660.00 658.75 HOPE eanou ,O�AJH C'� SCOTT R, LINS Lic. No. 035791 176 4/4/22 1 1 OAFAL _j 8" Cleanout 66425 9.00 HOPE -13 ca 8.50 HOPE CL U) z 8" Cleanout (j) LU z 3 4577 4.92% 661.75 659.50 HOPE C) CL P-1 U) Uj (A P-4 P.-I U-) RF-14B 66600 m > Uj _j 8 117.78 1.06% 663�00 661.75 HOPE Ce < t > z ILL. RF-1 5A 8" Cleanout 666.50 8 1 134.3 ce RF-15 8" Cleanout 663.00 8 23.78 2.10% 658.75 E RF-16A 8" Cleanout 673.00 8 137-55 4-73% 668.75 662.25 HOPE 8" Cleanout 666.50 8" Cleanout 667.17 8 80.84 1.14% 1 662.92 662.00 HOPE RF-17 8" Cleanout 66625 8 14.2D 3.52% 662.00 661.50 HOPE RF-1 8A 8" Cleanout 669.00 663.33 HOPE RF-18 8" Cleanout 667.58 8" Cleanout 667.50 66325 662.00 HOPE 8" Gleanout 66700 19.05 2.62% 662.00 661.50 HOPE 8" Cleanout 668.75 8 121.06 RF-2D 667.83 8" Cleanout 677,00 8 103.21 1.94% 672.75 670,75 HOPE RF-21 8" Cleanout 675�00 8 8.20 6.10% 670.75 670.25 HOPE 681.00 129.33 1.55% 676.75 674.75 HOPE RF-22A 8" Cleanout 679-00 RF-22 8" Cleanout 676.25 8 21.50 4.65% 672.00 671,00 HOPE RF-23A 1 8" Cleanout 679.25 8 1 OD. 30 224% 676-25 674.00 HOPE RF-23 8" Cleanout 677.00 W.77 6.62% 674.00 671.50 HOPE RF-24B 8" Cleanout 68267 8 137.89 2.66% 679.67 676.00 HOPE RF-24A 8" Cleanout 679.00 - .26.32 2A1% 676.00 673.33 HOPE 3 DPE FACILITY,''; LQT\1 7 ',�F A R F-25A 8" Cleanout 688.67 RF-1A 0.11 0.90 5,0 x 82.41 4.45% 684.4: LOT 82 i. 00 70B RF- 1 0�90 5,0 655.83 RCP FD LOT 126 8 102.14 5.87% 680.75 674.75 HOPE RF-2 0�09 0,90 5,0 DRAINAGE SYSTEM -3 5,0 7,/. -313 CG_6 6 663, 72D DI 42 y 72C 15 32.81 1.28% 656.75 4W# 65633 RCP < SFA' RF-5 0.90 5.0 LOT 83 RF 0,06 0,90 RF-4 0.00 0,90 5.0 SFA RF-4A 0.05 0.90 5.0 RF-4113 0.03 0.90 5�O SFD �y wc RF-5A 0.07 0.90 SFA LO PC ISLIC POAD (54'Ri 5.0 -6 0,90 LOT 84 .,SFA RIF 5.0 RF-6A 0,05 0,90 5.0 9_FD 88B DI-3C CG-6 8 671.33 -6B UF 0.05 0.90 5.0 4OF A' RF-7 5.0 88 DI-3C CG_6 671.33 0.05 0.90 LOT 122 L OT 88A 15 39.67 1.00% 664.67 664.27 RCP RCP g7 A /LOT 121 -9 5,0 15 131.33 0.56% 664.17 663,43 7 77 RIF 0.05 0.90 86 MH 673.00 LQ _8 LO RF-9 0.05 0,90 5,0 SFA FA 660.33 ROP 85 144.68 2. 4 SFA -LOT 6.8 T T LO 120 10A 0.05 O�90 5.0 SFA 83 24 47.03 LOT 863 --- --- RF- I OB 0,05 0,90 5,0 LOT 0 sFA SFA 81 24 26.73 0.86% 655.33 655.10 RCP //10T 119 RF- I 1 0,90 5.0 SFA_ SFA RF-10 OM 0.90 5.0 84 DI-313 CG-6 8 667.08 LOT 9 82 DI-313 CG-fi 8 666.17 10 0 -2 FA DI-313 CG-6 4 665.92 ROPOSED YARD DRAIN SYSTEM 80 RF- 1 1A 0.05 0.90 5. 1-1 RF- 12 0.00 0.90 5,0 RCP 79 30 69.19 0.58% 655.00 654.60 LOT 87 0,90 5�O SFA RF- 12A 'ju _2b b�4_ �U RF- 13 0,90 5,0 LOT 8 RF- 13A 0.09 0�90 5.0 LOT 103 LOT 112 /LOT I I I RF- 14 0.00 0.90 5.0 80D 663.50 1-10 5FA DI-313 CG_6 8 SFD SFA -A LOI sf RF- 14A O�05 0,90 5,0 d. 0 9 A- R E Z)i 4 ROFOSED DRAINAGE DIVIDE JYP.)� DI-30 CG-6 8 4-OT 117 0.06 0.90 5,0 80A 15 118.69 0,56% 65850 657.83 RCP RF- 10.00 0.90 5.0 105\\ 662.92 SFA 80B -6e 14B CAR RF 0,05 0.90 5.0 RF- 15A RF- 16 0.90 5,0 82D DI-313 CG-6 6 667.42 9 RF- 16A 0.06 0.90 5.0 $FD 82C 15 27.66 0.54% 657.75 657.60 RCP 0 A -17 CG 667.42 RF 0,00 0.90 5,0 0,90 5.0 82A 1� 1,10AU U. f ulfo UD1.0V 656L67 RCP RF- 17A 0.05 SF RF- 19 0.90 5.0 LOT 11' D y RF- 18A 0.05 0.90 5,0 102 DI-36 CG-6 10 678.92 101 15 105.29 0.69% 672-83 672.10 RCP < 5,0 SFD > RF- 19A 0.06 0.90 5.0 LOT 114 RF- 19 0.00 0.90 5.0 100 DI-36 CG-6 10 676.83 -20A 0.06 0.90 98 DI , 'kN1 -20 671.10 RCP RIF 0,90 99 15 65.86 1.37% 672.00 RF -313 _)T 113 RF-21 0.00 0,90 5.0 93 18 92.73 1.15% 670.25 5�O RF-2 -313 -f RCP PY _'2 -A- 0 18 75% 670.50 670.35 95 RF-22 0.00 0.90 5.0 96 DI-3C CG-6 8 675.50 RCP 5.0 8 676. 97 15 53.46 0.75% 671.00 670.60 SFD - ------------------ G -C RF-2 I A 0,05 0,90 5.0 20.19 0. 2-40 94 DI CG \1 20 8 675.67 _06 0 Of) i 2 B 0.06 0.90 92B DI-36 CG-6 4 674.08 RF-23 0.90 5�O -V 0-96% 669.08 668.85 RCP DI-3C -6 6 674.00 18 23-91 92A RF-23A 0,05 0.90 5.0 92 CG I N F RF-24 0,00 0�90 5.0 36.45 668.33 RCP F1 RF-24A 0,06 0,90 5,0 90B DI-313 CG-6 12 67475 RCP -24B 0,06 0,90 5,0 �A U-2SA 24 1 27.97 1.18% 667.00 666.67 RCP FFE 05 0 RF-25 0.00 0.90 5.0 0.90 5. 0 674.75 90A 18 39.80 R F 7 j LU C; CD LU U) .j Uj Ln .j .j P-1 "17 F_ 0 0 LL. 0 0 Ce. 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A (AC;KFSj C I (IN-HK) (� R:Fsj 54D LA-7 G.00 12.80 2,89 0.40 4.00 4.62 2.9 WEIRFLOWr 54D DI-7 0.00 12.80 2.89 0.40 G.50 7.51 4.0 OWI-ICL1''LOWr 54L) DI-7 - 5O%ck ged 3.00 6.40 2.89 0.40 4.00 4.62 4.0 ORIl�IC:L•'l'LOWr 54D DI-7-50%clo8gcd 3.0f} G.{f) 2.8y 0.40 G.50 7.51 4.0 ORII�ICL1�LOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr far capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � o. is v � 0 ❑ t6 C O t a } � to Q :6 w m o y 3 M o u o m c o .0 0 ❑` m o " o Q (i 0 C1 C3 0 _ � ° = a w N Q) N -- 0. ; C i° Q. o a C s ip T r Y r o U 3 rn 0 16 o 0 o i u " d m N @ C � C _ = x w m w rn 0 r= vi v) 3 r3 A ' w d -0 v P t9 L u a N g C _U 2 N _n w o ° a U) `r 3 s m Q o 9 rn - m ,�C, c r d � X 7 . p � (n � o E p 11 m J .Ct o i X 4 n (n � ; u 0 C3 0 2 32 36 12.0 0.22 0.75 0.165 0.66 0,00 0.06 0.0573 0.0200 2.0 0.0033 4,1650 4.11 0.94 3.5192 0.1466 0.1578 8.18 1.47 '1.DO 0.66 0.00 34 36 10.0 0.21 0.70 0.147 0.59 0,00 0.59 0.0270 0.0200 2.0 0.0833 4.1650 4.54 0.90 3,5192 0.1466 0.1520 6.36 •1,57 'l .DO 0.59 0.00 346 36 10.0 0.25 0.70 0.175 0,70 0.00 0.70 0.0270 0.0200 2.0 0.0833 4.1650 4.84 0.88 3.5192 0.1466 0.1490 6.92 1.44 1,00 0.70 0.00 36 3B 10.0 0.16 0.70 0.1'12 0.45 0.00 0.45 0.041'1 0.0200 2.0 0,0833 4.1650 3.79 0.96 3.5192 0.1466 0.1608 6.22 1.61 1,00 0.45 0.00 388 3B 12.0 0.42 0.70 0.29 4 1 .18 0.00 I .18 0.0200 0,0200 2.0 0.0833 4 650 .1 6.2 2 0 80 3 5192 0 6 .146 0 • 373 .l 8.26 1.4 5 1 .DO 1.18 0.00 38D 3B 14.0 0.33 0.70 0.231 0.92 0.00 0.92 0.0573 0.0200 2.0 0.0833 4.1650 4.67 0.90 3.5192 0.1466 0.1520 9.63 1.45 1.00 0.92 0.00 40 3B 8.0 0.2.1 0.75 0.150 D.63 0.00 0,63 0.0.100 0,0200 2,0 0.0833 4.1650 5.61 0.85 3.5192 0.1466 0.1446 5.00 1.60 -1.00 0.63 0.00 40B 38 0.0 0.20 0.75 0.150 0.60 0.00 0.60 0,0.145 0.0200 2,0 0.0033 4.1650 5.14 0.88 3.5192 OA466 0.1490 5.38 1.49 'I.DO 0.60 0.00 44 35 6.0 0.11 0.75 0.083 0.33 0.00 0.33 0,0200 0.0200 2.0 0.0833 4.1650 3.86 0.96 3,5192 0.'1466 0.1608 4.41 1.36 1.00 0.33 0.00 46 3B 4.0 0.06 0.70 0.042 0.17 0.00 0.17 0.0100 0.0200 2.0 0.0833 4.1650 3.42 0.98 3.5192 0.1466 0.1637 2.67 1.60 1.00 0.17 0.00 48 3B 6.0 0.16 0.70 0.112 0.45 0.00 0.45 0.0125 0.0200 2.0 0.0833 4.1650 4.73 0.90 3.5192 0.1466 0.1520 4.50 1.33 1.00 0.45 0.00 52 3B 6.0 0.12 0.70 0.084 0.34 0.00 0.34 0.0125 0.0200 2.0 0.0833 4.1650 4.25 0.93 3.5192 0.1466 0.1564 3.92 1.53 1.00 0.34 0.00 52B 3B 6.0 0.10 0.70 0.070 0.23 0.00 0.28 0.0125 0.0200 2.0 0.0833 4.1650 3.97 0.95 3.5192 0.1460 0.1593 3.59 1.67 1.00 0.28 0.00 56 3B 8.0 0.12 0,70 0.084 0.34 0.00 0.34 0,0315 0.0200 2.0 0.0833 4.1650 3.57 0,97 3.5192 0,14fi6 0.1 ri22 5,06 1.58 1.00 0.34 0.00 56B 3B 16.0 1.06 0.40 0.424 1.70 0.00 1.70 0.0315 0.0200 2.0 0-0833 4.1650 6.56 0.78 3.5192 0.1466 0.1344 11-19 1.43 1.00 1.70 0.00 58 36 6.0 0.09 0,75 0.068 0.27 0.00 0.27 0.0315 0.0200 2.0 0.0833 4.1650 3.29 0.98 3.5192 0.1466 0,1637 4.59 1.31 1.00 0.27 0.00 60 36 6.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0200 0.0200 2.0 0.0833 4.1650 3.08 0,99 3.5192 0.1466 0.1652 3-36 1.78 1.00 0.18 0.00 6OB 36 6.0 0.23 0.40 0.092 0.37 0.00 0.37 0.0200 0.0200 2.0 0.0833 4.1650 4.03 0.95 3.5192 0.1466 0.1593 4.64 1.29 1.00 0.37 0.00 64 3B 4.0 0.07 0.50 0.035 0.14 0.00 0.14 0.0235 0.0200 2.0 0.0833 4,1650 2.72 0.99 3.5192 0.1466 0.'1652 3.18 1.26 1,00 0.14 0.00 64B 36 4.0 0.05 0.65 0.033 0.13 0.00 0.13 0.0235 0.0200 2.0 0.0833 4.1650 2.64 0.99 3,5192 0,'1466 0,1652 3.08 1.30 '1.DO 0.13 0.00 66 3B 6.0 0.05 0.65 0.033 0.13 0.00 0.13 0.0457 0.0200 2.0 0.0833 4.1650 2.33 1.00 3.5192 0.1466 0.1666 3.74 1.61 1.00 0.13 0.00 68 3B 8.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0355 0.0200 2.0 0.0833 4.1650 3.80 0.96 3.5192 0.1466 0.1608 5.79 1.38 1.00 0.42 0.00 686 38 10.0 0.21 0.75 0.158 0.63 0.00 0.63 0.0355 0,0200 2.0 0.0833 4.1650 4A2 0.92 3,5192 0.1466 0.1549 7.02 1.42 1.00 0.63 0.00 70D 3B 6.0 0.08 0.75 0.060 0.24 0.00 0.24 0,0141 0.0200 2.0 0.0833 4.1650 3.66 0.97 3,5192 0.1466 0.1022 3.45 1,74 1.00 0.24 0.00 7OF 3B 6.0 0.18 0 50 0 090 0.30 0.00 0.36 0 0141 0.020D 2,D 0.0833 4 1650 4.26 0.93 3 5192 0 66 0 56 4.19 1 43 1.00 0.36 0.00 72 38 6.0 0.15 0.60 0.090 0.36 0.00 0.36 0.0112 0.0200 2.0 0.0833 4.1650 4.45 0.92 3.5192 0.1466 0.1549 3,93 1.53 1.00 0-36 0.00 72D 3B 6.0 0.10 0.70 0.070 0.28 0.00 0.28 0.0112 0.0200 2.0 0.0833 4.1650 4.05 0.95 3.5192 OA466 0-1593 3-48 1.73 1.00 0,28 0,00 74 3B 4.0 0.04 0.70 0.028 0.1 1 0.00 0.11 0.0200 0.0200 2.0 0.0833 4.1650 2.68 0.99 3.5192 0.1466 0.1652 2.75 1.45 1.00 0A t 0.0D 76 36 4.0 0.03 0.80 0.024 0,10 0.00 0.1a 0.0310 0,0200 2.0 0.0833 4.1650 2.24 1.00 3.5192 0,1466 0.1666 2.93 •1.37 1.00 DAD 0.00 768 3B 8.0 0.19 0.85 0.162 0.65 0.00 0.65 0,0310 0,0200 2.0 0.0533 4.1650 4.58 0.91 3.5192 0.1466 0.1534 0.85 1.17 1.00 0.65 0.00 78 3B 4.0 0,05 0.60 0.030 0.12 0.00 0.12 0.0100 0.0200 2.0 0.0833 4.1650 3.01 0.99 3.5192 0.1466 0.1652 2.30 1.74 1.00 0.12 0.00 80 3B 4.0 0.06 0.80 0.048 0.19 0.00 0.19 0.0100 0.0200 2.0 0.0833 4.1650 3.59 0.97 3.5192 0.1466 0.1622 2.84 1.41 1.00 0.19 0.00 80D 36 8.0 0.21 0.80 0.168 0.67 0.00 0.67 0.0200 0.0200 2.0 0.0833 4.1650 5.05 0.88 3.5192 0.1466 0.1490 6.22 1.29 1.00 0,67 0.00 82 3B 8.0 0.21 0.75 0.153 0.63 0.00 0.63 0.0100 0.0200 2.0 0.0833 4.1650 5.61 0.85 3.5192 0.1460 0.1446 5.00 1.60 1.00 0.63 0.00 82B 36 6.0 0.10 0.75 0.075 0.30 0.00 O.30 0.0100 0,0200 2,0 0.0833 4.1050 4.25 0.93 3.5192 0.1466 0.1564 3.50 1.72 1,00 0.30 0.00 82D 3B 6.0 0.19 0,60 0.114 0.46 0,00 0.46 0.0100 0.0200 2.0 0.0633 4.1650 4.97 0.88 3.5192 0.1466 0.1490 4.29 1.40 1.00 0.46 0.00 84 3B 8.0 0.17 0.65 0.111 0.44 0.00 0.44 0.0310 0.0200 2.0 0.0833 4.1650 3.97 0.95 3.5192 0.1466 0.1593 5.71 1.40 1.00 OA4 0.00 90 3B 10.0 0.21 0.75 0.158 0.63 0.00 0.63 0.0281 0.0200 2.0 0.0833 4.1650 4.62 0.90 3.5192 0.1466 0.1520 B-62 1.51 1.00 0.63 0.00 90B 313 12.0 0.35 0.65 0.228 0.91 0.00 0.91 0.0281 0.0200 2.0 0.0833 4.1650 5.30 0.87 3.5192 0-1466 0.1476 T87 1.53 1.00 0.91 0.00 92B 3B 4.0 0.05 0.55 0.028 OA 1 0.00 0.1't 0,0200 0.0200 2.0 0.0833 4,1650 2.56 0.99 3.5192 0.•1466 0.1652 2.73 '1.46 1.00 0.11 0.00 94 3B B.0 0.26 0.60 0.150 0.62 0.00 0.62 0,0075 0.0200 2.0 0.0833 4,1650 5.90 0.83 3.5192 0.1466 0.•1417 4.63 •1.73 '1.DO 0.62 0.00 98 3B 8.0 0.18 0.60 0.108 0.43 0.00 0.43 0.0175 0.0200 2.0 0.0833 4.1650 4.38 0.93 3.5192 0.1466 0.1564 4.82 1.66 1.00 0.43 0.00 100 3B 10.0 0.29 0,65 0.189 0.75 0.00 0.75 0.0375 0,0200 2.0 0.0833 4.1650 4.68 0.90 3.5192 0.1466 0.1520 7.79 1.28 1.00 a.75 0.00 102 3B 10.0 0.28 0.70 0.196 0.78 0.00 0.78 0.0300 0,0200 2.0 0.0833 4.1650 4.95 0.88 3.5192 0.1466 0.1490 7.49 1.33 1.00 0.78 O.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr far capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet m r Q) _Q ❑ m � t_ o C Q r n_ j � 2 to N ti m a a) a 0 C i, c b m m 3 U o ❑ (,6 P ¢ U 0 Cl 0 CS x � a 3 ,g 1 M N n_ C m Q o � o C a x T .m N N 3 N r 0 tr $ 03 V) 0 U N 0 'ii a, , a, � r rn x a o M- to `^ 0 u) rn v3i F- w CL ID 'a w u -C ° C -0 N m m m + a 15 U N C x w a C p m S a V v t) f'' � N � x 5 ° 0 0 ,� to 0 .a o ^ II II N J C - to n rn � � . Cl O u � 32 3B 12.0 0.22 0.75 0.165 1,07 0.00 1.07 0.0573 0.0200 2.0 0.0833 4.1650 4.94 0.88 3.5192 0.1466 0.•1490 10.38 1.16 1.00 •1.07 0.00 34B 3B 10.0 0.25 0.70 0.175 '1,14 0.00 1.14 0.0270 0.0200 2.0 0.0833 4.1650 5.81 0.81 3.5192 0.1466 0.•1388 8.86 1.13 1.00 '1.14 0,00 34 3B 10.0 0.21 0.70 0.147 0.96 0.00 0.96 0.0270 0.0200 2.0 0.0833 4.1650 5.44 0.84 3.5192 0.1466 OA432 8.08 •1.24 '1.DO 0.96 0.00 34B 3B 10.0 0.25 0.70 0.175 1,14 0.00 1.14 0.0270 0.0200 2.0 0.0833 4.1650 5.81 0.81 3.5192 0.1466 0.1388 8.86 1.13 '1.00 1.14 0.00 36 3B 10.0 OA6 0.70 0.112 0.73 0.00 0.73 0.0411 0.0200 2.0 0.0833 4.1650 4.54 0.90 3.5192 OA466 0,1520 7.89 •1.2/ '1.00 0.73 0.00 386 3B 12.0 0.42 0.70 0.294 1.91 U.UO •1.91 O.02U0 U.02UO '2.0 U.U833 4.1650 7.47 0.71 3.5192 0.1466 0.1241 10.76 1.11 1.UO 1.9'1 0.00 38D 36 14.0 0.33 0.70 0.231 1.50 0.00 1.50 0.0573 0.0200 2.0 0.0833 4.1650 5.60 0.84 3.5192 0.1466 0.1432 12.24 1.14 1.00 1.50 0.00 40 3B 8.0 0.21 0.75 0.158 1,02 0.00 1.0'2 0.0100 0.0200 2.0 0.0833 4.1650 6.73 0,77 3.5192 0,1466 0.1329 6.46 1.24 1.00 1,02 0.00 406 36 8.0 0.20 0.75 0.150 0.98 0.00 0.93 0.0145 0.0200 2.0 0.0833 4,1650 6.16 0,81 3.5192 0.1466 0,1388 6.89 1.16 1.00 0.98 0.00 44 3B 6.0 0.1 t 0.75 0.083 0.54 0.00 0,54 0.0200 0.0200 2.0 0.0833 4.1650 4,64 0.90 3.5192 0,1466 OA520 5.59 1.07 1.00 0.54 0.00 46 3B 4.0 0.06 0,70 0.042 0.27 0.00 0.27 0,0100 0.0200 2.0 0.0833 4,1650 4,10 0.94 3.5192 0.1466 0,1578 3.34 1.20 1.00 0.27 0,00 48 3B 6.0 0.16 0,70 0.112 0.73 0.00 0.73 0,0125 0.0200 2.0 0.0833 4,1650 5,68 0.84 3.5192 0,1466 0.1432 5.72 1.05 1.00 0,73 0,00 52 3B 6.0 0.12 0.70 0.084 0.55 O.OD 0.55 D.0125 0.020D 2.0 0,0833 4.1fi5D 5.10 0.88 3.5192 0.1466 D.1490 4.95 1.21 1.00 0.55 D.DO 526 3B 6.0 0.10 0.70 0.070 0.46 0.00 0.46 D.0125 0.0200 2.0 0.0833 4.1fi5D 4.76 0.90 3,5192 0.14fi6 D.1520 4.53 1.32 1.11 0.4fi 0.00 56 3B B.0 0,12 0,70 0.084 0,55 0,00 0,55 0,0315 0.0200 2.0 0.0833 4.1650 4,29 0,82 3,5192 0.1466 0,1402 6.T7 1.18 1.00 0.55 0,00 566 3B 16.0 1.06 0.40 0.424 2.76 0.00 2.76 0.0315 0,0200 2.0 0.0833 4.1fi5D 7.87 0.67 3.5192 0:14fi6 D.1182 14.81 1.08 1.00 2.76 D.DO 58 3B 6.0 0.09 0.75 0.068 OA4 0.00 0.44 0.0315 0.0200 2.0 0.0833 4.1650 3.95 0,95 3.5192 0.1466 0.1593 5.72 1.05 1,00 0.44 0.00 60 3B 6.0 0.06 0.75 0.045 0.29 0.00 0.29 0,0200 0.0200 2.0 0.0833 4.1650 3,69 0.96 3.5192 0.1460 0.1608 4.19 1.43 1.00 0.29 0.00 60B 3B 6.0 0.23 0.40 0.092 0.60 0.00 0.60 0.0200 0.0200 2.0 0.0833 4,1650 4.83 0.91 3.5192 0.1466 0.1534 5.82 1.03 1.00 0.60 0.00 64 3B 4.0 0.07 0.50 0.035 0.23 0.00 0.23 0.0235 0.0200 2.0 0.0833 4.1650 3.20 0.98 3.5192 0.1460 0.1637 3.91 1.02 1.00 0.23 0,00 64B 36 4.0 0.05 0.65 0.033 0.21 0.0D 0.21 0.0235 0.0200 2.0 0.0833 4,1650 3.17 0.99 3.5192 0.1466 0.1652 3.77 1.06 1,00 0.21 0.00 66 3B 6.0 0.05 0.65 0.033 021 0.00 0.21 0.0457 0.0200 2-0 0,0833 4A650 2.80 0.99 3,5192 0.1466 0.1652 4.61 1.30 1.00 0.21 0.00 68 3B 8.0 0.14 0.75 0-105 0.68 O.Oa 0.68 0.0355 0.0200 2.0 0.0833 4.1650 4.56 0.91 3.5192 0.1466 0.1534 7.31 1.10 1.00 0.68 0.00 68B 3B 10.0 0.21 0.75 0-158 1.02 0.00 1.02 0.0355 0.0200 2.0 0.0833 4.1650 5.31 0.87 3.5192 0.1466 0.1476 0.87 1.13 1.00 1.02 0.00 700 3B 6.0 0.08 0.75 0-060 0.39 0.00 0.39 0.0141 0.0200 2-0 0-0833 4.1650 4.39 0.93 3.5192 0.1466 0.1564 4.33 1.39 1.00 0.39 0.00 7OF 313 6.0 0.10 0.50 0.090 0.59 0.00 0,59 0.0141 0.0200 2.0 0.0833 4.1650 5.11 0.88 3.5192 0.•1466 0,'1490 5.28 1.14 1.00 0.59 0.00 7_ 3B 6.0 0.'IS 0.60 0.090 0.59 0.00 0.59 0.0112 0.020a 2.0 0.0833 4.1650 5.34 0.87 3.5192 0.'1466 0.1476 4.96 I,_1 '1,00 0.59 0.00 72D 3B 6.0 OA0 0.70 0.070 0,46 0.00 0.46 0.0112 0.0200 2.0 0.0833 4.1650 4.86 0.89 3.5192 OA466 0.1505 4.41 1.36 '1.00 0.46 a.00 74 313 4.0 0.04 0.70 0.028 0.18 0.00 0.18 0,0200 0.0200 2.0 0.0833 4.1650 3.09 0.99 3.5192 OA 466 0.1652 3.38 1.18 1.00 0.18 0,00 76 36 4.0 0.03 0.80 0.024 0.16 0.00 0.16 0.0310 0.0200 2.0 0.0833 4.1650 2.69 0.99 3.5192 OA466 0.•1652 3.61 1.1'1 '1.00 0.16 0.00 76B 3B 8.0 OA9 0.85 0.162 '1A5 0.00 1.05 0.0310 0.0200 2.0 0.0833 4.1650 5.49 0.05 3.5192 OA466 0.•1446 8.71 0.92 •1.00 0.96 0.09 76D 78 3B 4.0 0.05 0.60 0.030 0.20 0.00 0.20 0.0100 0.0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.1466 0.•1622 2.85 •1.40 -1.00 0.20 0.00 80 3B 4.0 0.06 0.80 0.040 0,31 0.00 0.31 0.0100 0.0200 2.0 0.0833 4.1650 4.31 0.93 3.5192 0,1466 0.1564 3.56 1.13 1,00 0.3.1 0.00 801) 3B 8.0 0.21 0.80 0.168 1,09 0.00 1.09 0,0200 0.0200 2.0 0.0833 4.1650 6.05 0.81 3.5192 0.•1466 0.1388 7.96 1.01 1.00 '1.09 0.00 82 313 B.0 0.21 0.75 0.158 1,02 0.00 •1.02 0.0-100 0.0200 2.0 0.0833 4,1650 6.73 0.77 3.5192 0,•1466 0.1329 6.46 •1.24 -1.00 •1.02 0.00 82B 36 6.0 OA0 0.75 0.075 OA9 0.00 0.49 0,0100 0.0200 2.0 0.0833 4.1650 5.09 0.88 3.5192 0,'1466 0.1490 4.41 •1,36 'I.DO 0.49 0.00 82D 36 6.0 0.19 0.60 0.114 0.74 0.00 0.74 a.o1DD O.o2o0 2.0 0.0833 4.1650 5.96 0,81 3.5192 OA466 0.1388 5.49 1.09 1.00 0.74 0.00 84 36 8.0 0.17 0.65 0.111 0,72 0.00 0.72 0.0310 0.0200 2.0 0.0833 4.1650 4.76 0.90 3.5192 0.1466 0,1520 7.21 •1,1.1 1.00 0.72 0.00 90 36 10.0 0.21 0,75 0.158 •1.02 0.00 1.02 0.0281 0.0200 2.0 0.0833 4.1650 5,54 0,85 3.5192 O.'1466 0,1446 8.37 •1.20 1.00 '1.02 0.00 90B 36 12.0 0.35 0,65 0.228 1.48 0.00 1.48 0,0281 0.0200 2.0 0.0833 4.1650 6.36 0,78 3.5192 0.1466 0.1344 10.20 1.18 1.00 •1.48 0.00 926 3B 4.0 0.05 0.55 0.028 OA8 0.00 0.18 0,0200 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 0.1466 0.1652 3.35 •1.19 1.00 0.18 0.00 94 3B 8.0 0.26 0,60 0.156 '1.01 0.00 -1.01 0,0075 0.0200 2.0 0.0833 4.1650 7.08 0.74 3.5192 OA466 0,1285 6.02 1.33 1.00 1.0.1 0.00 98 3 B 8.0 0.18 0.60 0.108 0.70 0 0 a 0 .70 a 0 5 17 0.0200 2. 0 0 0833 4.1 650 5.26 0.87 3 5 9 1 2 0 466 .1 a 14 6 7 6.12 1.31 1.00 0.70 a.aa 100 3B 10.0 0.29 0.65 0.189 1.23 0.0D 1.23 0.0375 0.0200 2.0 0.0833 4.165a 5.62 0.85 3.5192 a.1466 D.1446 9.84 1.02 1.Oa 1.23 0.00 102 36 10.0 0.28 0.70 0.196 1.27 O.Oa 1.27 a.0300 0.0200 2.0 0.0833 4.165a 5.94 0.83 3-5192 a.1466 a.1417 9.47 1.06 1.00 1.27 O.DO INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curti and Gutter Inlet U u a. Ot d _ m C F o (a 0 « C 7 -1 N U _ v ,Ln 0) W N U - p M m u c° m •fi o v g ❑ Q .0 _ Q U O O a ❑ w $ _ U d (V N 0. i 0 a U F W -2 % r' o U C 0 'a U iC s u -0 = .0 = w j fl a1 O) y w. d 3 A F- �, fn a Li P N W LQ C .--. 0 C w a) FL .0fi C 0 L O o a M -0a m a. E - N N -0 -0 F- left 0.05 0.60 0.030 0.12 a.0a 0.12 0.0010 0.0200 2.Q 0.0833 4.1650 4.64 right 0.07 0.60 0.042 0.17 0.00 0.17 0.0010 0.0200 2-0 0.0833 4.1650 5.26 38 3C 6.0 combined flow 0.3 0.06 0.121 2.77 left 0.11 0.7Q 0.077 0.31 0.00 0.31 0.0010 0.0200 2.0 0.0833 4.1650 6.60 right 0.11 0.70 0.077 0.31 0.00 0.31 O.OD10 0.0200 2.O 0.0633 4.1650 6.60 44D 3C 8.0 combined flow 0.6 0.08 0.177 4.05 Maximum allowable spead = 7' left O.16 0.55 0,088 0.35 0.00 0.35 0.0010 0.0200 2.0 0,0833 4.•1650 6.94 right 0.14 0.55 0.077 0.31 0.00 0.31 0.0010 0.0200 2.0 0.0833 4.1650 6.60 44F 3C 8.0 combined flow 0.7 0.08 0.185 4.24 Maximum allowable spead = 7' left 0,09 0.75 0,068 0.27 0.00 0.27 0.0010 0,0200 2.0 0.0833 4.1650 6.29 right 0.08 0.75 0.060 0.24 0.00 0.24 O.0a10 a0200 2.0 0.0833 4.1650 6.01 50 3C 8.0 combined flow 0.5 0.07 0.156 3.57 Maximum allowable speed = 8.25' left 0.06 0.75 0,045 0.18 0.00 0.18 0.0010 0.0200 2.0 0,0833 4.1650 5.40 right 0.07 0.75 0,053 0.2.1 0.00 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5.72 506 3C 8.0 combined flow 0.4 0.06 0.130 2-99 Maximum allowable spead =8.25' 54 3C 10.0 left 0.20 0.60 0.120 0.48 0,00 0AU 0,0010 0.0200 2.0 0,0833 4.1650 7.80 Maximum allowable spead =12' right 0.30 0.60 0,180 0.72 0,00 0.72 0.0010 0,0200 2.0 0.0833 4.1650 9.08 combined flow 1.2 0.11 0.248 5.69 54B 3C 10.0 left 0.19 0.8D 0.152 0.61 0.00 0.61 0.0010 0.0200 2.0 0.0833 4.1650 8.52 Maximum allowable spead =12' right 0.17 0.80 0.130 0.54 0.00 0.54 0,0010 0.0200 2.0 0.0833 4.1650 8.17 corrbined flow 1_2 0.11 0.242 5.53 left 0.06 0.45 0.027 0.11 0.00 0-11 0.001a 0.0200 2.0 0.0833 4.1650 4.46 right 0.08 0.45 0.036 0.14 0.00 0.14 0,0010 0.0200 2.0 0.0833 4.1650 4.97 fill 3C 6.0 combined flow 0.3 0.05 0.111 2.53 Maximum allowable spead =7' left 0.09 0.75 0,068 0.27 0.00 0.27 0.0010 0,0200 2.0 0.0833 4.1650 6.29 right 0,05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0833 4.1650 5.04 70 3C 6.0 corrbinedflow 0.4 0.07 0.155 3.56 Maximum allowable spead=8.25' 706 3C 10.0 left 0.16 0.70 0.112 0,45 0.00 0.45 0.0010 0,0200 2.0 0.0833 4,•1650 7.60 Maximum allowable spead=8.25' right 0,10 0.70 0.070 0.28 0.00 0.28 0.0010 0.0200 2.0 0.0833 4.•1650 6.37 combined flow 0.7 0.08 0.178 4. 88 left 0.11 0.60 0.066 0.26 0.00 0-26 0.0010 0.0200 2.0 0.0833 4.1650 6.23 right 0.11 0.60 0.066 0.26 0.00 0.26 0.0010 O,o200 2.0 0,0833 4.1650 6.23 72B 3C 6.0 combined flow 0.5 0.08 0.181 4.15 Maximum allowable spead=8.25' left 0.08 0.75 0.060 0.24 0.00 024 0.0010 Q.0200 2.0 0.0833 4.1650 6.01 right 0.06 0.75 0.045 0.18 0.00 0.18 0,0010 0.0200 2.0 0.0833 4.1650 5.40 72F 3G 6.0 corbined flow 0.4 0.07 0.155 3.56 Maximum allowable spead = 8.25' 76D 3C 8.0 left 0.06 0.80 0.048 0.19 0.00 0.19 0.0200 0.0200 2.0 0.0833 4-1650 3.15 Maximum allowable spead = 12' right 0.06 0.80 0.048 0.19 0.00 0.19 0.0200 0.0200 2.0 0.0833 4.1650 3.15 combined flow 0.4 0.06 0.129 2.90 left 0.02 0.85 0.017 0.07 0.00 0.07 0.0010 0.0200 2.0 0.0833 4.1650 3.75 right 0.07 0.85 0.060 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 5.99 806 3C 8,0 combined flow 0.3 0.05 0,111 2.54 Maximum allowable spead =12' left 0,02 0.7a 0.0.14 0.06 0.00 0.06 0,0010 0.0200 2.0 0.0833 4.1650 3.46 right 0.10 0.70 0.070 0.28 0.00 028 0.0010 0.0200 2.0 0.0833 4A 650 6.37 88 3C 6.0 combined flow 0.3 0.06 0,134 3.07 Maximum allowable spead =12' left 0,19 0.60 0.114 0,46 0,00 0.46 CW010 0.0200 2.0 0,0833 4.1650 7.65 right 0.16 0,60 0.096 0.38 0.00 0.38 0,0010 0.0200 2.0 0.0833 4.1650 7.17 886 3C 8.0 combined flow 0.8 0.10 0.218 4.99 Maximum allowable spead =12' left 0.04 0.65 0.026 0,10 0.00 0.10 0.0200 0,0200 2.0 0,0200 1.0000 2.51 right 0.05 0.65 0.033 0.13 0.00 0.13 0.0200 0.0200 2.0 0.0200 1.0000 2.72 92 3C fi.0 combined flow 0 2 0.05 0.105 2.41 Maximum allowable spead = 5' 96 3C 8.0 left 0.12 0.60 0,072 0,29 0.00 0.29 0.0010 0.0200 2.0 0.0833 4.1650 6.44 Maximum allowable spead = 7' right 0.03 0.60 0.018 0.07 0.00 0.07 0.0010 OD200 2.0 0.0833 4.1650 3.83 combined flow 0.4 O.a6 0.124 2.83 S I WAIII'CRI•: I)RAINAGE I) IVj 1(L014' •1 WE INLET 1'1`PE AREA -Fl,) PI'RIN111TI:R (F.r. A f1('KF j (.' 1 (IV HKj (2 rC:FS, YD-6A 18" NyloplaA Yard Inlet 0.59 30.25 0.15 0.45 4.00 0.270 0.25 WEIR FLOW Yll-6A 18" NvlopList Yard Inlet 059 30.25 0.15 0.45 6.50 0.439 0.34 W'F.IR FLOW Yl)-GA 18" Nyk)plils( Yard hill t- 50% clogged 0.30 15,13 0.15 0.�45 4.00 0.270 0.39 WEIR I�LOWr Yl)-GA 18" Nyk)p)iis( Yard Inlet - 50% clogged 0.30 15.13 0.15 0.45 G.^ (O 0,439 0.92 WrE:IR 1�LOW YD-G13 18"Nylopksl Yardlnka 0.59 30.2� 0,14 0.45 4.00 0.252 0.24 WURI�LOWr YL)-w 18"Nyk)pktsl Yuud lnkt 0.59 30.25 0.14 0.�45 G.50 0.410 0.33 WEIR 1�LOWr YL)-G13 18"Nvbpkls( YardInlcL- 50%clogged 0.30 15.13 OA4 0.`15 4.00 0,252 0.38 WL1R11LOW YL)_GL3 18" Nyk)pltlsl Yard Inlet- 50%t, clogged 0.30 15.13 0.14 0.45 G.50 0.410 0.80 WEIR l�LOW YL)-GC: 18" Nyloplasl Yard lnkL 0.59 30.25 0.11 0.45 4,00 0,198 0.20 WL1R PLOW YL)-GC: 18"Nylr)pltsl Ytudlnkt 0.- - .2- 0,11 0.4- G,5() t1.- 0.28 WLIR1LOWr Yl)-GC: 18" Nvloplisl Yard Ink:L- 50°/u clogged 0.30 15.13 0.11 0.45 4.00 0.198 0.32 WEIR 1 LOW Y1)-GC 18" N yk)pklsl Yard Inlet - 50% clogged 0.30 15.13 0.11 0.�45 6,50 0.322 0.49 L�1 EIR 1 LOW YL)-Gll 18" N'... P tst Ytud lnkt (}.;9 I .25 0.09 t1.- I .t1f} 0.108 0.13 WLdR 1.LU�1r YI)-GI) 18" Nvk)plis( Yard InILL 0.59 30.25 0.09 0.30 G.50 0.176 0.19 WFIR 1 I.OW YD-6D I S" Nyloplist Yard Inlet - 50% eloRaed 030 15.13 0.09 0 30 4.00 0.108 0.21 ZVF,IR FLOW YD-6T) 18" Nvloplast Yard Inlet - 50% clogged 030 15.13 0.09 ().30 6.50 0.176 0.30 W'FIR FLOW YD-6R 18"Nyloplast Yard Islet 0.59 30.25 0.29 0.40 4.00 0.464 0.36 I7v'FTR FLOW YD-6F. 18"NylopList Yard Tnlet 059 30.25 0.29 0.40 6.50 0.754 0.68 17v'F.IR FLOW YT}•6R 18" Nvloplast Yard Inlet - 501/o clogged 030 15.13 0.29 0.40 4.00 0.464 1.03 17YTTR FLOW Yl)-6F. „ 18 Nvlopla.st Yard Inlet - 50% elo2� ,.ed 030 15.13 0.29 0.40 6.50 0.754 2.71 IN'FIR FLOW YD-617 18"Nvloplast Yard Inlet 0,59 30.25 0.23 0.45 4.00 0.414 0.33 Z F.IR FLOW Yl?-6F 18" Nvloplast Yard Inlet 0-59 30.25 0.23 0.45 6.50 0.673 0.54 W'F.IR FLOW YF�6F 18" Nvloplast Yard Inlet - 50% clogged 030 T 5.13 0.23 0.45 4.00 0.414 0.82 W'F.IR FLOW Yl?-6F 18" Nvrloplast Yard Inlet - 50% clo22ed 0,30 15.13 0.23 0.45 6.50 0.673 2.16 W'FIR FLOW Y1)-7A 18"Nvk)plis( Yardlnkt 0.59 30.25 0,18 0.60 4.00 0.432 0.34 WI-IR1�LOWr Yl)-7A 18"Nyk)pkisl Yard 1r1k 1. 0.59 30,25 0.18 O.GO G.50 0,702 0.59 WEIR l�LOWr YL)-7A 18" N G1op)as( Yuud 111k;t - 50% clogged 0.30 15.13 t1,18 ),GO I .00 0,432 0.84 WLIR 1 LUWr Yll-7A 18" Nyk)p1asl Yard Inict- 50% clogged 0.30 15.13 0.18 0.G0 6.50 0.702 2.35 WL•,[R PLOW Yl)-7L' 18" Nyk)pksl Yard IriLL 0.59 30.25 0.12 0.50 �4.00 0.240 0.23 WEIR PLOW YD-713 18"Nyk)pItslYardhILL 0.59 30.25 0.12 050 G,50 0.390 0.32 WEIR1'LOWf YD-713 18 Nyk)pltisl Yard Inict-')()% clogged 0.30 15.13 0.12 0.I)0 4.00 0.240 0.36 WEIR 1�LOW YD-713 18" Nvloplisl Yard Inlet - 50%o clogged 0.30 15.13 0.12 0.50 G.50 0.390 0.73 WEIR PLOW ) - YL 7C: Yt d ltik:t 18" N yklpltsl u ( 1 )._) 3 1 1 _ t .2_ fJ ..22 ) 7 t .4.. 1( 4.t } 1 39 , t ._ . C 0.32 r U W LTR 1 L W Yl)-7G 18"Nvl)pktsl Ytudlnkl 0.59 30.25 0,22 OAS G,50 0,044 0.49 Wl1Rl�LOW Yll-7C: 18" NGlopILA Yard I11k:i - 50% clogged 0.30 15,13 0.22 0.45 4.00 0.390 0.75 WL:IR 1�LOWr Yll-7C: 18" Ny1ap1L,3( Yuud ItkL- 50%� clogged 0.30 15.13 0.22 0.�45 6.50 0,044 1.98 WER 1�LOWr Yll-8A 18"Nyk)plas( YardlnkL ().59 30,25 0.04 0.60 4.00 0,096 0.12 WEIRI�LOWr Yll-8A 18" Nyloplist Yard Inlet 0.59 30.25 0,04 0.60 6.50 0,150 0.17 WEIR PLOW' Yll 8A o 18 N y)opluisl Yuud hilt:(- �O /o t.lo��cd ).3 } 1 ],13 t .04 t .G) 4.t) t , ). C f1.20 W 11R 1•LUW Yll-8A 18" N�,k)p)iisl Yard I11kt - 50%o clogged 0.30 15.13 0.04 0.60 6.50 0.1 �G 0.27 Wr11R 1 LUWr YD-813 18"Nvl)plaslYardlnkL 0.59 30,25 0.07 O.GO 4,00 0.168 0.18 WEIR1�LOW YT)-Sb 18" Nvloplast Yard Inlet 0S9 30.25 0.07 0.60 6,50 0.273 0.25 VV'F.IR FLOW YT)-8R 18" Nvloplast Yard Inlet - 50% clo22ed 0.30 15.13 0.07 0.60 4.00 0. I68 0.29 IrvF.IR FLOW YD-8F, 18" Nvlopla t Yard Inlet - 50%o elogned 030 15.13 0.07 0.60 6.50 0.27- 0.411 I�rF.IR FT,Ot�i YT)-9 18" Nyloplast Yard Tnlet 059 30.25 0.1 1 0.60 4,00 0.264 0.24 Vv'F.IR FLOW YT)-9 18" Nyloplast Yard Tnlet 0.59 30.25 0.1 1 0.60 6.50 0A29 0.34 TIYF.IR FLOW Y17-9 18" Nylcmli t Yard Inlet - 50% elmiaed 0.30 15.13 0.1 1 0.60 4.00 0.264 0.39 _WEIR FLOW YT)-9 18" Nyloplaat Yard Inlet - 50% clogged 0.30 15.13 0.1 1 0.60 6.50 0.429 0.88 X F.IR FLOW YD-9A 18" Nyloplast Yard Islet 0.59 30.25 0.1 1 0.60 4.00 0.264 0.24 WEIR FLOW Yll-9A 18"Nvloplist Yard Tnlet 059 30.25 0.1 1 0.60 6.50 0.429 0.34 WEIR FLOW YD-9A l 8" Nyioplast Yard Inlet - 50"/o clmned 030 15.13 0.1 1 0.60 4.00 0.264 0.39 Ve'FIR FLOW YD-9A 18" Nvloplast Yard Inlet - 50% cloaaed 030 15.13 0.1 1 0.60 6.i0 (). - ( 0.88 W F,IR FT,OW YT)-10 18" N)°lopiast Yard h11et 't 0.� ? - 3(J.2� l) (.(8 (J 60 4.(Jt) ().192 U.2U W'F.IR FT.OW YD_ I0 18" Nvloplast Yard Inlet 059 3023 0.08 0.60 6.>() 0.312 0.27 WEIR FLOII Yr� 10 18 Nvloplast Yard Inlet - a0 /o clogged 030 15.13 0.08 0.60 4.00 0.192 0.31 I7vT.IR FLOW YD 10 19" Nyloplast Yard Inlet - iO% clogged 030 15.13 0.08 0.60 6.50 0.312 0.46 INTFIR FLOW YT)-10A l8"Nv;loplastYardTnlet 059 30.25 0.08 0.60 4.00 0.192 0.20 IVEIRFLOW YI)-10A 18"Nvloplast Yard Inlet 0.39 30.23 0.08 0.60 6.50 0.312 0.27 I>uFIR FLOtti YT)-I OA I8 Nyloplast Yard Inlet - 50% clogged 0.30 15.13 0.08 0.60 =4.00 0.192 0.31 Iy'FIR FLOW YT)-10A 18" Nvloplast Yard Inlet - 50% elc)gged 030 15.13 0.08 0.60 6.50 0.312 0.46 I F.IR FLOW YT)- I 1 18" Nvlopl��ist Yard Inlet 0.59 30.25 0.20 0.50 4.00 ().4()() 0.32 W F.IR FT,OI>v Y)-11 18"Nvloplast Yard Inlet 0.59 30.25 0.20 0.50 6.50 0.6Y 0.50 I�F.IR FT,OW Y ')- I 1 18" Nv,°lopla ,t Yard Inlet - 50% clogged 0.30 15.13 0.20 0.50 4.()0 ().400 0.76 W F.IR FT.OW YF)- I 1 18" Nyloplast Yard Inlet - 50%o clmned 030 15.13 0.20 0.50 6.50 0.650 2.02 XkT..IR FLOW YT)- I I A 18" Nyloplast Yard Inlet 0.59 30.25 0.12 050 4.00 0.240 0.23 IrvF.IR FLOW YL)-llA 18"Ntilr)p)itsl Ytlydlnk;t 0,5I 3t1.25 0.12 - 0.�() G.�f) 0.39[} 0.32 • `v�,L:IRl�LUGt YL-11A 18"Nyk)pl<Isl YardlltkL- 50%clogged 0.30 15.13 0.12 0.50 4.00 0,240 0.36 WL1Rl�LOWr YL)-11A 18" Nyk)pkts( Yard ltlkt- 50% clogged 0.30 15.13 0.12 0,50 6.50 0.390 0.73 WEIR l'LOW YU-1113 18"NvloplistYardlnkt ().59 30.25 0.14 0_1(0 4,00 0.280 0.25. `YIEIR1'LOW Yll-1113 18" N4'lopks( Yard lnk L 0.59 30.25 0.14 0.50 6.50 0.455 0.35 WEIR 1,LOW Yll-1113 18" Nvk) list Yard InIcL- 50%o clogged ().3[) 15.13 0.14 0.50 4.00 0.280 0.40 WEIR PLOW YL-1113 18" Nvlopkts( Yard 1111CL- 50%o clog_gcd 0.30 15.13 0.14 0,50 6.50 0.455 0.99 WEIR 1,LOW YU-11C 18-N}lopltt5( Yardlnk:t 0.�9 30.25 0,10 0.50 4.00 0,200 0.20 WEIRILOW YD_ I I C 18" Nv1up1Lt;t Yard lnkt 0.59 30.25 0.10 0.50 6.50 0.325 0.28 WEIR I LOW YL)-IIC; 18"N4k)pllsl YardInl t- 50%clogged 0.30 15.13 0.10 0,50 4.00 0,200 0.32 WEIR1�LUW YL)- I I C: 18" Nvk)pl isl Yard ltlkt - 50% clogged 0.30 15.13 O.ltl 0.50 6.1)0 0.325 0.50 ` EIR 1 LU`y1•f Yll-12 18"N)•lt)plitslYuudlnk;t f}.,? 3t1.25 0.23 t1,40 4.00 0.3G8 0.31 `Y1L,IRI�LUW r Yll-12 18"Nvk)plasl Yardlrk:t ().;} 30.25 0.23 0.40 G,50 0.598 0.43 WEIR1�LOW YL)-12 18" Nyk)pktst Yard Inn t - 50% clogged 0.30 15.13 0.23 0.�40 �4.00 0.368 0.655 WEIR PLOW YL)-12 18" Nyloplits( Yard InIct- 50% clog�cd 0.30 15,13 0.23 0.40 6.50 0,598 1.71 WEIR I�LOWr YL)-12A 18"Nyloplasl Yardlnk:t 0.59 30.25 0.18 0.45 4.00 0.324 0.20 WEIR��LOWr Yll-12A 18"Nyk)pins(Yardlnkt 0.59 30.25 0,18 0.�45 6.50 0.527 0.28 WEIRl'LOW � Yll•-1_A u 18" N ylc)plitst Ytud I111(:t - �[) /o clo��cd ( f ).3) Z 1..13 1 t ,18 5 t .�4_ ) J( �4.t) 13 t .. 2-} 0.32 L�, LdR 1•LUY`, YU-12A 18"Nyk)pl,ts( YaWInlet- 50%clogged 0.30 15.13 0,18 0.�45 6.50 0.527 0.50 WEIRI�LOWr Y13-12B 18"NVI(Vlasl Yardlnki 0.59 30,25 0.11 0.55 �4.00 0.242 0.31 WEIR1�L0`Y1•' ) YL� 1_L 18" Nyloplutsl Yuud lrlk;t -t )....3 3t),_., t ,11 t .. _ b..) t .... 0.43 W L,IR 1�LUW YL)-12B 18" N yk)pltist Yuud Inkt - 50% clogged 0.30 15.13 0,11 0.55 �4.00 0.242 0.65 W EIR 1�LOW Yll--12B 18" Nvloplis( Yard Inlet- 50% slugged 0.30 15.13 0A I 0.}5 G.*)O 0,193 1.71 WER 1�LOW INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0,013 Inlet Hydrology Curb and Gutte N N f o aa! Y L U 67 N N z C a a) Q C N w L N °' 2 m c0 ti N - 0 3 C .i=- c a 0 a U ai ❑ M C C i N � o � m o Y C = C 0 0 O c o) -° w fL } _j d U U 6 0 0 0) � ri) left 0.05 0,6O 0,030 0.20 0.00 0.20 0.0010 0.0200 2.D right 0.07 0.60 0.042 0.27 0.00 0.27 0.0010 0,0200 2,0 38 3C 6.0 corrt)ined flow 0.5 left 0.11 0,70 0.077 0.50 a.00 0.5a 0.0010 0,0200 2.0 right 0.1.1 0.70 0.077 0.50 0.00 0.50 0.0010 0.0200 2.0 44D 3C 3.0 combined flow 1.0 left 0.16 0.55 0.088 0.57 0.00 0.57 0.00.10 0,0200 2,0 right 0.14 0.55 0.077 0.50 0.00 0.50 0.0010 0.0200 2,0 44F 3C 8.0 combined flow 1.1 left 0.09 0.75 0.068 0.44 0.00 0.44 0.0010 0.0200 2.0 right 0.08 0,75 0.06a 0.39 D.00 0.39 0.0010 0.0200 2.0 50 3C 8.0 combined flow O.8 left 0.06 0.75 0.045 0.29 0.00 0.29 0.0010 0.0200 2.a right 0.07 0,75 0,053 0,34 0.00 0.34 0.0010 0.0200 2.0 50B 3C 8.0 combined flow 0.6 left 0.20 0.60 0.120 0.78 0.00 0.78 0.0010 0,020C) 2.0 right 0.30 0.60 0.18a 1.•17 D.00 1.17 0.0010 0.0200 2.0 54 3C 10.0 combined flow 2.0 left 0.19 0.80 0.152 0.99 0,00 0.99 0.0010 0.0200 2.O right 0.17 0.80 0,136 0.88 0,00 0,88 0.0010 0.0200 2.0 54B 3C 10.0 combined flow 1.9 left 0.06 0.45 a.027 a.18 0.00 0.18 0.0010 0.0200 2.0 right 0.08 0.45 0.036 0.23 0.00 0.23 0.0010 0.0200 2.0 62 3C 6.0 combined flow 0.4 left 0.09 a.75 0.068 0.44 0.00 0.44 0.0010 0.0200 2.0 right 0.05 0.75 0.038 0.24 0.00 0.24 0.0010 0.0200 2.a 70 3C 6.0 combined flow 0.7 left 0.16 0.70 0.112 0.73 0.08 0.81 0-0010 0.0200 2.a right 0.1a 0.70 0.07a 0.46 0.05 0.51 0.0010 0.0200 2.a 70B 3C 10.0 combined flow 1.3 left 0.11 0.60 0.066 0.43 0.00 0.43 0.0010 0.0200 2.0 right 0.11 0.60 0.066 0.43 0.00 0.43 0.0010 0.0200 2.a 72B 3C 6.0 combined flow 0.9 left 0.08 0.75 0.060 0.39 0.00 0-39 0.0010 0.0200 2.0 right 0.06 0.75 0.045 0.29 0.00 0.29 0.0010 0.0200 2.a 72F 3C 6.0 combined flow 0.7 left 0.06 D.80 0.048 0,31 D,00 0.31 0.0200 0.0200 2.0 right 0.06 0.80 0.048 0.31 0.09 0.40 0,0200 0.0200 2.0 76D 3C 8.0 combined flow 0.7 left 0.02 0,85 0.017 0,11 0,00 0.11 0.0010 0.0200 2.0 right 0.07 0,85 0,060 0.39 0.00 0.39 0.0010 0.0200 2.0 80B 3C 8.0 combined flow 0.5 left 0.02 0.70 0,014 0, D.00 0.09 0.0010 0,0200 2,0 right 0.10 0,70 0,070 0.46 D.00 0.4fi 0.0010 0,0200 2.0 88 3C 6.0 contined flow 0.5 left 0.19 0,60 0,114 0.74 0,00 0.74 0.0010 0.0200 2.0 right 0.16 0.60 0.096 0.62 0.00 0.62 0.0010 0,0200 2,0 88B 3C 8.0 corrtined flow 1.4 left 0.04 O,fiS 0,026 0.17 0.00 0.17 0.0200 0,0200 2.0 right 0.05 0,6S 0,033 0,2 00.00 0.21 0.0200 0,0200 2.0 92 3C 6.0 combined flow OA left 0,12 0.60 0.072 0.47 D.00 0.47 0.0010 0.0200 2.0 right 0.03 0.60 0.018 0.12 0.00 0.12 0,0010 0.0200 2.0 96 3C 8.0 combined flow 0.6 Inlet in � tri N Q $ a W C C T .0 N a. C a U � o O 2 C U t9 � M A -D -- a) a N i9 y x L i m `m (� y a t 0 E 0 4.1650 0.11 0.245 6.60 Maximum allowable s pead = 7' 0.0833 4.1650 8.33 Maximum allowable s pead = 7' 0.0833 4.1650 7.92 0.12 0.256 5.87 0.0833 4.1650 7.54 Maximum allowable spead =8.26' 0.0833 4.1650 7.21 0.10 0.2.16 4.94 0.0833 4.1650 6.48 Maximum allowable spead =8.25' 0,0833 4.1650 6.86 0.08 0.180 4.13 0,0833 4.165a 9.30 Maximum allowable spead = 12' 0.0833 4.1650 •10-89 0.16 0,343 7.06 0.0033 4.1650 10.22 Maximum allowable spead = 12' 0.0833 4.1650 9.81 0.15 0.334 7.65 0.0833 4.1650 5.35 Maximum allowable s pead = T 0.0833 4.1650 5.96 0.07 0.153 3.50 0.0833 4.1650 7-54 Maximum allowable spead=8.25' 0.0833 4.1650 6.05 E 0.10 0.215 4.92 0,0833 4-1650 9.48 Maximum allowable spead=8.25' 0,0833 4.1650 7.95 0.12 0.264 6.04 0.0833 4.1650 7.48 Maximum allowable spead=8.25' a.0$33 4.1650 7.48 0.11 0,250 5.74 0.0833 4.1650 721 Maximum allowable spead=8.25' 0.0833 4.1650 6.48 0.10 0.215 4.92 0,0833 4.165D 3.78 Maximum allowable spead = 12' 0,0833 4.1650 4.16 0,09 0,195 4.47 0,0633 4.1650 4.50 Maximum allowable spead = 12' 0,0833 4.1650 7.19 0.07 0.153 3.51 0,0833 4.1650 4.18 Maximum allowable spead = 12' _ 0.0833 4.1650, 7.64 O.OS 0,185 4.24 0,0833 4.1650 9,18 Maximum allowable spead = 12' �j ' ``• 0.0633 4.1650 8.60 0.14 0,301 6.89 0.0200 1.0000 3.01 Maximum allowable spead=5' 0,0200 1.0000 3.27 0.07 0.146 3.33 0.0833 4.1650 7.72 Maximum allowable spead =7' 0.0833 4.1650 4.59 0.08 0.171 3.92 r'' ■ .♦ -, H ' Y SCOTT R. LLII�IS _' uLie, No. 035791 � 113 4/4/22 ," �, %_V lOKAL E N W � *- 0 t� Z�z � N M d' F„♦ N N Q N z � V- ZW J '-' O w � Q � O = Z J Q (n V W= U J w l7 Y = <C W ~ z O Q v o Z O w H -w a J� � 0 J~ W � m 0 Q z J u o o (7 N o W a � JOB N0. 112066 SCALE N/A SHEET NO. ig GENERAL CONSTRUCTION NOTES FOR STREETS: Table 4: Pavement Design (VDOT Pavement Design Guide) 1. CONS7RUC770N INSPECTI0N OF ALL PROPOSED ROADS WITHIN 7HE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. Pavement Design 2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE, THE CON7RACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE 3 COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A .R.F- ..1.0 SUBGRADE SOIL CBR OF 10 OR GREATER 1S NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN Location ADT 11C1' Design CBR SSV Dr Surkace h a Base b a Sub -base h a Dp ENGINEER AND SUBMITTED W17N THE TEST RESULTS FOR APPROVAL. ADT J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WI THIN THE PUBLIC RIGHT-OF-WAY OR WI THIN EASEMENTS RFA RAINA NT PRIOR TO park Ridge; Drive 4000 0 4000 5 5 19 25 SM-12.5 3 2'.25 BM-25 5 2.15 21B 9 Q:6 22 1 ACCEPTANCE BY E COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EX7E•NDED TO A BOUNDARY LINE 0 WATERCOURSE. R A NATURAL ArboledaDrive 1.000 0 1000 5 5 443:"------ 2 2r2.5 BM-25 3 2+1.5 21A 8 0.6 t5 4. GUARDRAIL LOCA 77ONS ARE APPROXIMATE. EXACT LENGTH, LOCA 77ON AND APPROPRIATE END 7REA TMENTS WILL BE FIELD VERIFIED AT Barkley Vie�� Court 57 0 57 5 5 4 46 SM-9.5 1.5 2.25 BIY1,25 3 2.15 21A G 0.6 13 THE TIME OF CONS7RUC770N. ADD177ONAL GUARDRAIL MA Y BE REQUIRED AT LOCA 77ONS 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 Meyers Way 1.03 0 103 5 5 4 S� j. SM-9.5 1,5 2.25 BM-25 3 2.15 21A 6 0,6 I3 2 OFFSET FROM 7HE EDGE OF PAVEMENT TO 774E FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO Humboldt Street 308 0 308 5 5 16 , SM-9.5 2 2,25 BM-26 1 2.1.5 2.1A 7 0.6 10 f SEVEN (7) FEET. Anle Road _� 5. WHERE URBAN CRASS SEC770NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). e 469 0 469 5 5 11;79 Sivi-9.5 2 2.25 Biv1 �5 3 2.15 21A G 0.6 1. 14 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. I,eeham Street 350 0 350 5 5 1U 77 ' SM-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WID 7H, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. Leeham.COLLrt 132 0 132 5 5 1.7 38 SM-9.5 2 2.25 BM-25 1 2.15 21A 7 0.6 IO 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR 77-IIS Hastings COU't 133 0 133 5 5 7'41 Siv1-9.5 2 2.25 BM-2S t 2.1.5 21 A 7 0,G 10 PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEt/lCES SHALL CONFORM WITH E G! IA MANUAL FO R H 7H VIR NR UNIFORM TRAFFIC CO N7ROL DEVICES e• Conti -actor � existing Note. Cont •acto to bore an a Sttn pavement in Ili n 'n i veme t be utilized and coordinate v► th VDOT n upgrades geometric i n . n h ve cifi at>t re m AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. y g p g U o Agra es to omet c des g standards toe sure t e abo spe c ons a et a 10. TRAFFIC CONTROL OR 07HER REGULA TORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 7HE DEVELOPER WHEN, IN THE OPINION OF am in accordance with their standards. 77-IE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS PAVEMENT DESIGN NOTES: 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR 1. ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. PUBLIC ROADS. 2. A s." BINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER 7HE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 3' THE SM-12.5A MAX LIFT THICKNESS IS 2"THE ADDITIONAL LIFTS MUST BE PLACED 1 YEAR APART PER 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR I APPENDIX III OF THE 2018 VDOT PAVEMENT DESIGN GUIDE. COUNTY JNSPECRONS THE VIDEO INSPEC7ION SHALL BE CONDUCTED 1N ACCORDANCE W7H VDOT'S VIDEO CAMERA INSPECTION 5' (MIN.) PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. PROPOSED 1 SM-9.5 " 177711-17777 n ROAD NO TES: PROPOSED ' 4 , d ' d \ 7>k\�//�/ \ . . . d .' d. it /� /�3fJaQ \ EXISTING PAVEMENT 77777114777 X ,"�N I GRADING PROPOSED 4" 2� / �j % /\ 1. THE LATEST EDI T70N OF THE ROAD & BRIDGE SPECIf7CAT70NS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF COMPACTED STONE BA \j� f\ f f\ �\ f ff f f /f f``yf\,ff\� / EXISTING STONE SUB-BASEJ , TRANSPORTATION SPECIRCA77ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT. - COMPACTED SUB GRADE \ % /,�j�//�1 ��`\,i�//\`/.`j/\ \ . \ \ \ \\ \ \°� \\ \�, \ �\\ \\ \ \\ \\'�\ \\ \�. \ 2. WHERE UNSUITABLE MATERIAL 15 ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY ''�f\\ \/\ °`f�`\�( �\ COMPACTED SUB -GRADE /f/\rf f/ ff�%'� /''� /fib\ff'\fj��'� ff f ff ff '/'� WIDTH AND REPLACED WHERE NECESSARY NTH H SUITABLE MATERIAL TO THE SA 77SFAC77ON OF THE ENGINEER? CONCRETE SIDE WA LK /i,�//�\�f\\,/e 3 ALL GROWTH OF TREES AND VELETA 770N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND 10111101011 - _-- _ MRWM r , Is S ki I- tx �i" �L c x• \ I_. h t +r a r.tvca►s _� �+rrri rater- r �Jx�f �'� ++r � ,I �. •_11 , ,j. 1 r f v� :�� �. ,/ .. .. I .A •..'' �. f ■ /� ' I i I i W II� 11 r ri 11 i �;i t'� 1T) ;�dSl -TGTR_ I 1 re __1A s t �Ei. 11 r1. ggIll. \' n r ! 111 a a C �►a t €t i �j14*1 /' Vt 1111111 f ,- �� I . ff zR7 4 / ty , 1/ 7,F �. s � I i M - 1.j.�,� u``�Jsfi . •. Yes ;t !s• I ��I • T Sol VELETA 77ON WHICH OBSTRUCT SIGHT DISTANCES A T ROAD IN TERSEC 77ONS SHALL BE REMOVED. NO SCALE s' ASPHALT PA VIN G - MILL & OVERLAY 1, �� Lm� "U `�`� 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE C0NS7RUC770N OF THE SUBGRADE. / No SCALE I '� �¢¢ DRAINAGE --fm' PROPOSED XK>,�� \\/ �/ `�fi i J �.. m,� �1aI.1. ALL PIPE CUL VER7S EXCEPT PRIVA 7E ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE 1 FOOT. / / / `f,�, >µ ;a2. STANDARD UNDERDRAINS CD-1 OR CO-2 OR UD-4'S TO BE PROVIDED AS /NDICA TED ON 7NE PLANS OR WHER F! D N I TT N PROPOSED 6" / ffff�f PROPOSED 1.5" sM-9.5 ` ` �' ( ) E EL COD O S f\\f\\/ �:T -� �..-1. INDICATE. COMPACTED STONE BAD \f \j / / / / f f\j • SURFACE COURSE •=. T '- 3 =c ; ;�;:; / Lm , l ,• P.L•r',:,- • ♦ a , COMPACTED SUB GRADE % " ° ' " ° " " ' • • ' PROPOSED 3 BM-25 ..: , . , „ ...... > .. ... _ < ::::::: P I N :� \ \ \ �, \ \ ,�..................:......�.. l .,, :,.,:,� .,.: . J. ALL DRI V£WA Y ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY 20 FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN / / � / / / / / ' ., ;.t�,..„ .r.,,,,.•._, �.. . () , � TERMED COU S , ,..w,:s r , :..,,.,;,:3 �/ / / /\,' IN IATE R E ,, .°r'. 1, x2 k' M aM. +,.'�i..;. \ \/�\ \�/` 1 . 5ACCORDANCE, , �. .. «r•q ,r-,• .. _. , ; , 1 1 INCHES AND SHALL BE PEALED IN WITH THE VJRGIN/A DEPARTMENT OF 7RANSPORTA/ON SPECJFJGA 170NS UNLESS . , ..,�,.., . ., . . OTHERWISE NOTED ON PLANS. PROPOSED 6" 21-A - ` .x PEDESTRIAN PA TH WA Y CONCRETE PA TH WA Y . ='4R 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL / / / \ ''::°:•:•= :'. - >=1:.: �.� -- \ \ \ \ \ \\\ \ . s ���:- Lm 39 \\\\\\\ \\\\ \ ::�:-: ... \ \ \ \ \ \ \ ::, EXTEND TO POINT DEEMED AS NATURAL WATER COURSE. NO SCALE / / / /�/� / =� �,. A P 1 T COMPACTED SUB -GRADE / / / /, �/ \`�l` ; PA VEMEN T INVERT LINE e \\/�%\//\%/\\/�\��`� ,\\j�°\` \ice ✓ �11.11 ; ,, - -11 4 , < s, L �. FACE OF CURB �a 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MA TERIAL. IF THE .A'�P''' , F ::•,•p.;a .e.,, y, >� �q1 * , t . T-t ; .�, Y , ft ` SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD 3.8 13 ASPHALT PAVING -PUBLIC ROADS`�� r 'SD ' ° ` �" ' OF CORREC77DN. s ` • {. t ��', ter �i } , 1 i; t f rJ.Lmn 1 3" R ., t A a , No SCALE ::. t�r�r >; , , ` `�<; 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE' AND COMPAC77ON BEFORE BASE IS PLACED. " ;� ',` ; "Y1 � ` �; ;r,;,;` �� Y J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 77-IE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, I1, OR !1I 1 -s R , '. `, .. ' j\ ' 4` ' '% PRIOR TO PLACING AGGREGATE BASE a �` y ` .,.�---•-••---- - _.____ _ .. . - �-- r . /1' �H �' "I" I ;�> �, �/ (IL:ic r 6// / U TT R. LINS �--1 L . No. 035791 % 6/20/22 i �� "�S'1QNAL E�G� a a __ x �� •'PARK RIDGET d] [)RIVE' ` `�" PU11.1C ROAD (61 R... ZL � N w 7 A " ❑ Z Z ,. " O CL a / 0 Z :5 :5 Q 3� L®T 73 `1" LOT 74 8FD U) h P i , Lm y SFD H H - U) 0? g � �"� w a a t�3 Z LOT 75 : , . , : .1�, � > " " wry SFD W Lard 1" L�r T8 sFD Lmx 1 , Lpr u ` 1-1 LOT 77 8F1D LOT T8 / SFD t LOT -13 ! SF LOr. I , LOr. X'1� .k A ! i I PROPOSED 1.5 SM-9.5 •. r,�>".•.,.•,-.- . `�, V. `k� rj f / Lmn Lm, \ ,; . ,. •, E ;, p} . ,. t z �!: �;: [V fV 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 7HA T THE SURFACE COURSE 1S BEGINNING A T THE •..d. SURFACE COURSE f, ,♦ .•j , rrt� , Na �1 w §�Y u Q • . • . d u " 1. ` r'1s& �, „y i, ;j 4 .'n i , Ott ,' <q. ;{ s's,<;• ' d' O COMPLE770N OF THE 1NSTALLA770N OF THE AGGREGATE BASE. !N THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO fi0 PROPOSED 1 BM-25 ?,..>, __ �Mwr. ,;:: r ti, - INTERMEDIATE COURSE ,wj ::,_. r DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 3 . \ ,,: r, 4 t err. ;, ❑ d- cD �W%::,. 4 v• .. :..: x ,,. wr:z t • , 5. USE G EGA SPREADER IS REQUIRED WHEN PLACING AGG EG BASE. /�4 ;,:,. 774E E OF AN AG R 7E R Q Wff R A 7E d.•> . , fi t tS i` In �f - t, t" � ;':I r s s• x r a e a v+ v v - PROPOSED 8 2 P t d :.:. LL Q� , t ... ♦.... :r: i .:,.. t: f ., : ,r >..................... 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH TEMPLATE AND GOMPAC77DN BEFORE SURFACE TREATMENT 1S APPLIED. .... , ,, : ,: h• :,.. 1s:� xF. BASE COURSE ... ti \ fir. / / / / ••° 3, z, ,.. , ..: .... ........+ x ...Y..... ., r ,, / n .'....., a t"�. ... _.�5. �. + r Lam. \ /ti :. ... .... ., ✓, ,.l e. ...... ♦ . ._. •y 1. ... .: ,.r ,,. 7. PRIME COAT MUST BE APPLIED TD BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT PRIME COAT RC 250 0.3 GAL. S YD.. / / / / / / / / / �' / r _ ... �, n. ' ( /Q ///i, ///// �,,�, r� ,� .� J..:., ... r ........... x.., COMPACTED SUB GRADE (�//\\ / / \ / / /�/�/ .;.... �..i f.;x. r 7 A n e B BE APPLIED cco CURRENT D , y.�:. f11. BITUMINOUS SURFACE TO APP IE IN ACCORDANCE NTH RR N T VIRGINlA SPAR TMEN T OF TRANSPORTATION SPECIE C IA770NS \\\\\ '�i\\� :.1 / / : �, L / iE •. � ro 1 ,t^ r.. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR ,.,,: , .....:.. , .. , . , .� � _:�-'la:,'.' coURT ;:::::'...111._ ` 12 N. 2 a•. a .: >.;.,, 3 1 z,, ��,3 BARKEY i/IEW 4 ,• .l �... [ t :. .4 ROAD PUBLIC WPM >-.Y n � ' T (i TRAFFIC SAFE SHALL NOT BE PERMI T7ED N4 1N THE RIGHT OF WAY. ONLY THOSE S UC771�.. • • • • �� - • • - -�� .:Ws,...:.:. „ �••• �. �;', SAFETY, H 7H A Y TR RES SPECIFICALLY AUTHORIZED BYN. a BUILDER'S OPTION: AREA BE CO NCRETE. ONCRETE. .,: ASPHALT PA t/ING PRl1/A TE ALLEYS �� i PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. BOTTOM OF CURB MAY FOLLOW SLOPE OF "� - `1T;a, • • ,•, �, ,,,i a ,P T' �� Ml ROLL TOP CURB SUB -BASE PROVIDED A MINIMUM DEPTH NO SCALE ; OF 7 INCHES IS MAINTAINED. LL "' y' :•: , ` ` '_ j�� t >fc:z Loma i `�� r' '' �.) v 1x:-` SFD ALBEMARLECOUNTY No SCALE GENERAL CONSTRUCTION NOTES ~ _ PROPOSED 2" sM-s.5 ,� ''\' `o s s �` PROPOSED 2 SM 9.5 , ;k �, W o' `°` LOT �s SURFACE COURSEMErim EMEMSURFACE COURSE r `, Q �,; aFA co 4 1 iy , �.m m Y,,. • ■ 1. PRIOR TO ANY CONSTRUC77ON W7HlN ANY EXISI7NG PUBLIC RIGHT-OF-WAY, �� x� mod' a y, + •� �Y ; L°T" � I INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMI T , \ a m, (� SHALL BE OBTAINED FROM 774E W RG1NJA DEPARTMENT OF 7RANSPOR TA 77ON (VDO T). THIS PLAN AS DRAWN MAY NOT ACCURATELY `' w / : \ : ` :: , . I I LL . . : . . 15 • �, I LOT Be REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. ~ PROPOSED 8" 21-A '> ' �� ' ` t SFA 2. ALL MATERIALS AND GONS7RUCT70N METHODS SHALL CONFORM TO CURRENT SPEClFICA TIONS AND STANDARDS OF VDOT UNLESS PROPOSED ASE COURSE \ \�f\/'�\'�\�` \,r \\`/\� /'� /\ \/\ /\ \ \ /\�` �` BASE COURSE f\��\j \j \j�\j \\jam\'�\1\\�,\\f \ /\j�,.\\l\\j TRIP GENERATION CALCULATIONS CV OTHERWISE N07ED. \/ \�r\t'`�\ffj\ r\\ \ i�.�\ o\/\�f\�` �1 _.°. COMPACTED SUB -GRADE °` %\��\ \ \`\ \`� \� \'�/ ,\\f�\ COMPACTED SUB -GRADE �:�/\/\ \ '\ /;�/�, / SCALE. 3. -1QQ } L°� .. �_ ��T�' `d' Uj 3. EROSION AND SILTATION CON7ROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND ' /ii /��f/ill % �i\�/����/.�� •- �`L"' s1A SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUC770N. '\ : `, "; ' ;l 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. _ ASPHALT PA 1/ING -EMERGENCY ACCESS ROAD TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL r: >� ;,� � 3 aye PACE F--� 5 THE MAXIMUM ALLOWABLE SLOPE 1S 2: 1 (HORIZONTAL: VERT7CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ASPHALT PAVING DRIVE Y zoTH EDITION ' : >` °�� Mg ACRES ARE TO BE ACHIEVED. No SCALE ( I 6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE NO SCALE ~- 20 SINGLE FAMILY DETACHED UNITS (CODE 210) V♦ - „ ' ': z , :,. C) NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE ioo SINGLE FAMILY ATTACHED UNITS (CODE z 0 ' ' J t _ .,Y . lq, I T IS DEEMED NECESSARY /N ORDER TO STABILIZE A DRAINAGE CHANNEL. 3) ,. ' . '� 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM W1774 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. PROPOSED TO BE STATE MAINTAINED: 20 MULTI -FAMILY APARTMENT UNITS (CODE 2 0) ;: `��°10 "% sz CN 1 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -GLASS 111. �� ,}sky / rcR N "` 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY W1774 OSHA STANDARDS FOR THE C0NS7RUC77ON INDUSTRY (29 L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. F 30 `�;'; �1. CFR PART 192fi). ii INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING TOTAL ADT: z,o67 VPD (534 ENTER/ 53y EXIT) k, NOTES: 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET 3 FOR NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY. .,,.# COVERED. TOTAL AM PEAK: 7o VPH (17 ENTERj 53 EXIT) •' x `°"' Q E"'1 iii. CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS BEFORE PLACEMENT OF TOTAL PM PEAK: 87 VPH (55 ENTERJ 32 EXIT) �, :.`.=., r ► ,; ; ROADBED BASE MATERIALS. --, �� i -:�,a .,.o ....,f. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL���,-�--,-.,[.��::.,.....,--,,.�-LLI W�' ' ' W BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. J F- 111 v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED J P.-.1 PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY - P-1 FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS RI _ CA POINT OF RI c� POINT OF POSSIBLE. FINISHED GRADE C 2 RA FINISHED GRADE RA to U W .j vi. CONSTRUCTION OF PAVEMENT INCLUDING DEPTH AND DENSITY UPON COMPLETION AS PART OF ROLL TOP CURB ROLL TOP CURB W V ► , 1/4':1' t/4' t' 1/4'. 1' I'/4". t' THE FINAL INSPECTION. ----- -'--�- _ �-- ---� vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH °° ° i' ' '° °° °° ` ��'�''! �, < �_ OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 4 T s-�pr 4 T s- fir LU viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL 1.5' rv' 10' r•5' 2' J, � ra' rv' � 3' z' A TCCTIKIT (1CTUC' DrNAnC AT TUC rIICrDCTInKI rNC \/nnT r%D RAAV I C A n Tn TUC: Dr%AIIC KIr%T QCIKIF_• ,•.". , .•._, ,-,.- , .°._, !„••,.,.- f .♦,f-, .I,-,,�-. , ..,.-, _j w 4" MOT 21A _,.... 4■'- T 4" UD-4 4- UD-4 UND DRAIN` S7WP " ' "~- :?:.;•..,:: p 43 pp Off*% °p°°40 � S7i71NE BASESyME UNDERDRAI * 8G4SE SUBBASE 57UW STONE BASE � 4 4"� EXIST. GROUND 1 5 s 6 S EXIST. GROUN ME 81KE LANE (TRAVEL.'LANE) (TRAVEL,LANE) 8/KE4LANE r 10 0' 3' 36'F/C-F!C 61, RIW TYPIC14L NT16! BORht001J A57" f"T SL'LTION (61 ' Rl#)r P.dR1Y "Wr jWIrr (MI "C RIOW.D) CS--SSWR R"ZMATIWL & Jf1ZED LWX SbrBAffZT10Ar ST",ff D"WAr SP.fff& 30 &Pf1 *NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD ZS 5 (TRAVEL LANE) (TRAVEL LANE) 1' 20' E/P-E/' 27' PRIVATE ALLEY TYPICAL PRIM-4TS A4LLL'Y Sff r1ION - A9, 7 ` P"krA4TN .4LZX.r ffWSTINCS COURT- PR1V14TL' ALLL'Y 15Pfl IJESIGN SP�'L'IJ NOT TO SCWLZ ROLL TOP CURS ROLL TOP CURB 114'. 1` 1/4A 1' 4T 4'& 1' 3' A 10' 10' HAW3' 1' (TRAVEL LANE) (TRAVEL LANE) 20' E/P-E/P 26' PRIVATE ALLEY TYPICAIL PRIY.4TL' .41".Y Sj&*-TfON - R8' PMVA4T.r ALLL'Y BUffBOLDT ST ?,PET (ST.4. 13 f-9,2-16 -f- 75-) - PRIY_4TE .4LLL'Y 15 ,VPH IJL'SICN SPL'L'IJ NOT TO SCYALL' R4 R - rr/ w - - STREET qw x gvir ( ten av � ST r 3 i S' G�OW(RfTE X CG-6 CURB & GUTTER FINISHED GRADE CG-6 POINT D CURB & GUTTER `3' KW M EVST. FUND r/+31' ff 141 t' / 1/4 r t' ,I/ w1 4's IN EXIST. G7�IX1N ' r SfARFAGE •: W. •r EJOST. AROiUM 2t 29 2T -.'. '. I CURB -4- 1 I 70 ON 57IEBP .A- S1aRf� EXST♦ AROfAhIO SWIM" PLANMW SNIP & GUTr R T114w!LNKY T1i!4wMN1AY & GMER KAMM SW SIOENNLK \ EXIST. GROUND S70W BASF 4' r SSE 4' T S7tWE BASE t• 25' 25' it 25' t. EXIST. QRGLElIAD f0 5 6 6 5 10'11 10 . 54' R/IY (TRAVEL LANE) (IRAVEL LANE) 24' F/C-F/C TYPICAIL .NIsMHBORHOOD ST"AT SA1TION (5'4' R/FJ R/W TYPIC" M� STRAE r S�roN TYPICAL XATIGIYBORWOW STRLL'L'T S1VTION (49' R/ir) �� �ry.0 Aa7ZM VW Yl" 6WIAr, & "Z" AV" (spa fffa0-»'fs0) - AFUB"C JWAs t.SP1sr ST".ff fRfBrrC �Io.�) 63'-SS.4R RL'SIDL'NTl.4L & dlIXEII lISff SUBDIVISION STRA'L'7' IJLSIGN SPL'LIJ. 25 d(P. CS=SSWR Rw'S"lLW'ATf. L & 1fIx.fflR r!Sx BAS' l V3 r SP.rlF& ,267 hP�Y PAPXfNG ON.' SIOW ONLY NOTE NO ON -STREET PARKING PROPOSED. NOT TO S0,4Ltg' R�W C/L POINT OF � cG-6 R/�Y0 FINISHED GRADE � V J CURB & GUTTER ROLL TOP CURB r . U. 1/4,.1, 1140.10 - - �_ : Z,f. 01 9= I °ap• 00 Op p VW 00 °p v �• , i r 4 4. T 81iR�YEw IIIIIIIIIIIIIIIIIIIIIIIIIIIII w BASE 15' 3' (TRAVEL,LANE) (TRAVEL LANE) 2.5' 1, ` 1 ��e 20' E/P-E 28' PRIVATE" ALLEY I v / 0 TYPIC14L PRIir14M .1LLEY SAMON - ,W ` PRIV.1Tff ALLEY F- F_ 0 1E.EH,4ff COURT (STA. 10f-00-12f 60 & 14f,20-15*00) - PRIYI4TL' ,4LLE'Y W 15 ,MPH B.E'SICN SP,EEW W NOT TO ,SC14LL' CO 7 rn w 4 14- 4 17" .4. d.-4 A ATTACHED DWELLING UNIT -20VER1 TYPICAL UNIT LAYOUT WITH DRIVEWAY (NO GARAGE) NOTE: SEE SHEETS 5 & 6 FOR LOCATIONS OF BOLLARDS ALONG THE EMERGENCY ACCESS ROAD 3/IGI- STEEL PLATE: WELDED TO P05T & GROUND 51100-TH 2-1/2' D.IA- GALVANI,Z> D STEEL P05T. PANTED W.ITM 2 GOATS CIF PRIMER AND INSIGNIA TELL .CAW - A 3/4- DIA. STEEL PIN W/ HEAD 0 W/ .3/8" DIA. M:0LE- FOR LOCK LOG FINISH 5URrAGE ..14 A. -1 11 ATTACHED DWELLING UNIT - POPLAR TYPICAL UNIT LAYOUT WITH DRIVEWAY (REAR GARAGE) NC T DRILL A 13.11(p" DIA.... HOLE. T.HRU DOTHHE TPOST . .1 :A E-EVE FO. R N.Q 5 FIN, I LACEMENT- 1 201 161 . . . . . . . . . . . . x wn� . . .................. if t Ln :f ch T-A fi M-2 . . ..... Ln 6v' Z. -Gl v 00 1771777"T r4 d94 .4 A Ad 12 ATTACHED DWELLING UNIT BALFOUR TYPICAL UNIT LAYOUT WITH DRIVEWAY (FRONT GARAGE) 30 16 Cw If if If if a cri f if yi '7 if f, 21 if If f En 8r¢ t --- --- 5 ------- p 17 18r' 18" .00 .17 v 18I V 181 I.,18' 1> ATTACHED DWELLING UNIT- BAYBERRY NY TYPICAL UNIT LAYOUT WITH DRIVEWAY (FRONT GARAGE) TH SCOTT kR.LINS Lie. No. 035791 2 101VAL -J D V) VV) ) t.- 0 V) z z V) 04 LU I 0 M z Z z 15 15 0 I CL E U) I -A U-) LLI h LLJ I.- M 1-4 > M P-4 V) Lu ce < -1-ji < > z Aj Z WLL LL. 78'd Lu Lu JOB NO. 112066 5CALt AS SHOWN SHEET NO. 21 Ld M z -j -i U0 4- 0 c: 0 Q) W x -4� 0 41 O (n c: 0 4a c: 0 0 L. 0 01 4- W c: 0 0 0 41 A-4 E 4- 0 c: ai 0 0 CL 0 -0 4-1 0 (n -0 c: 0 4-j CL 0 -2 0 a) 0 4� 0 E -0 c 0 Ld Ld z 0 z Li co z O 4-- 0 >1 0 L- CL W Z' 4- E Z3 Q 0 0 M O En .. olw rro> 6s s2 (834m .. .. - BOLE: ��/ CIRCLE. G r r'' 1 1 Z 27> 2 D1A :.. -[69.9mrI1 _ , 36n1rn 26 1/4" DLA . . (.--- 667mm I.. _ ]_.. ... 1781I . : --- �4 DfA- 606mm . _ 28 16r DIA 5 $" /. m] ]16mm] . .. .' -. p 0 .'gy _. 914mm [ ] [ 66amm , 1 �. . .. PRAM SECTION 13/16" ZO m C `".: [38rr1ml 2 (51rnm) LETIUS (.. . FL1TaH) - �, r (25tnml I . . 3 yr W. S 3 13/16" 0 22 13/16 :; i/8" [97mrnj . 579rnrn [ ,.. l [54MM 0 25" I6 11%1 D" 1 3/g" [635mm} j35rnml 9/1&"., 0,0, DE GIST GROpVE " [17rrlm] [1411iFn] SECT(aN VIEW i/4 (Smm) DIA ' : ea>s SEE PSSFJrIBLY NEOp" E GASKET WAIL.. W WSHR 1%18 X 5%8 X.1 1/2 �y S:. : (�3 GOREv V1I_. Px�tsARs CSlrlmr t :5/B" RU96ER P - # o�98twh5 (2) BLs: Hoc/a-t txa 't/2 ss .2400 [41mm .f oo9B125Q [6t11R1 1 / (29mm) H055 1/2 [I3mm _63 DIA STAINLESS STEEL ROA (2) WSF 5/8 ID :1.50 OP, $3 PART�.0098131.6 , ... PLAM1) /1E>�J �. PIGKBRR & LOCKLUG HOLE DETAIL . NOTE l 2) NLlE HX 5/6-1t 7tV't+Ytic: t. ALL IAANHOLES, WIMN 't00 YEAR FLOODPLAIN 411. LOCATED IN ARW SUBJf7GT TO: FLODOING SHALL: ki . VE WATERTIGHT FRAME do COVER :(2) NUT Wf jM 5/a-0 ZN 2. ALiERNATIVE.CiESBN FOfi WATERIIGHT_GQYERS .1MLL Di GONSIC?E}�i:D PART 00881226 3 COVERS SHAU. BE FIXED TO, FRAMES WfTFi LOGgNG LUGS OR SIWUAR ASSEMBLY. . _ (2) 1935R W W LUG TYPICAL UVATERTI. HT H� PART oola3,5as IVIAC1IHvLERAIVIE $c:COVER L(?CK LUG ASSEMBLY ..: N.T.s': PIG. S-I-E ::. . TD-32 2 ax L [� 4 Q �,a - - - 45' 6 I max n I ''a v PLUG 1 ( Q I. I I r 2 i �. t FQR ALI- BENDS FOR TEE OR WYE FITTINGS -% - WREN' TRENCH TQ _ _ ACCOMMi4DATE f. ' ., ... �T Ta \ ANCHOR IF: : RE4UJRED. '. min BEDDING h I AS.--� REQUIRED 1 4' z. o- `'� d PLUG: MIN, t�l I T T \ , SEeT ON 1-- l SECTION 2- 2 I EPE DEGREE REND' DIMENSIONS :VOL. TEE: AND PLUGS VOL: SIZE OF:' (FEET: CUrYD. (FEET} CIJ:YL7. . BENQ L y T L H> T g0 . 2.5(} : 2,50 3,01 : 0.24 : . � & .�» 45 22 1 /2 2..Od 1. 5U 2 25 2.00 2.60 2.52. 0.15 4.1 p 2,d0 2.25 2,50 . 0.15 j 1 :114 1.50 2.00 :. 2.50 0.1 Q . 90 3.66 3.16 3.21. 0.48 8.. : 45 22 1/2 2.66 1.66 _.2.66 2.16: 2.77 2,69 0.28 :0.13 3,116 2.81 2.8. 0.31 11 1/4. 1.66. :2.16. 2.67: 0..13 94 4 83 3 83 3.42 0.83 10" & 12" 45 22 1 /2 3 33 Z 133 `. 3 5& 2, 58 2.95 2.86 0.43 0.24 . 3.83. 4.dd 2.83 U.2 t 1 1 /4 1. 83 ' 2.33 2.84 : 0.18 : 1. THRUST`BLOCK$ ARE RFOUIREb WHENEVER::THE PIPELINE � CHANGES DIRECTION, CHANGES SIZE, DEAD .ENDS AND. AT VALVES. . 2. U;SE 25Qa P.S_I' CONCRETt=. . 3. NO CDN6kTE S1-1ALL BE POURED ON, ANY PART OF THE JOINT. 4. THE: CONSULTING ENGINEER SHALL. I E RESPONSIBLE T`O THE VERIFY THE 'TYPE & S17F OF ALL THRUST E3LOGkS-. . CONCRETE I-IRUST BLOCKS NTS: - . FIG. W_-3 Tb-- 3 i, coMPAssany x's%4" n+�► [i cdupuNc . UR APQR4VEa EgUA4 . o t" 'TYPE 'K" - --, SOFT 00MR FOR USE ON ATI`W WED SINGE FAMILY RESiVLNVAL S Vl.CEG OR. DUAL RFSgDE?1TIAL . -AND IRRIGATION SERVICES. _ .. , N 1TE; NO Sti�.1£o F17HOS Q. `�• _� LIUAL SEiZVICE I` C04PRESS"Om x d/i" VAL_ PFE:.000PONG: OR APPROVED EgUAL 1' TYPE 7("' ^� WMCOPPER." . loft U.SE on DETACHED. SINGLE FAMILY HEEJQEN7TAl SERYtE:YhIERE AN 1RRi�ATt0+1 . METER IS NOT PRWOEI .. SINGS E' SECS NOTE: 1) SADDLES SHALL 09 USED ON PVC PIPE. FGASP IRON LID FINISHED 6ftAl3E _ 12"�19 l�PR '' METER. ALVE BOx' 3. MIN 4U.a ) COPPERSEITER t/a 8*6 COUPL9: yr a� ��. . ... . A1E'7>:R . d. `„n i �i�Y�f: y l T f 'iJYI.N0 a 1. . Y �. 7 �` 1 CflRPtXiA O S it IV TOP' rt ,N,_-%; i . Ya `�. t t .,l�Prf. . .4....w `i`" iF NRIC1{ AS ,,,y. .. %1 �: NECESSARY 'r j .. " 'f t• C .AND OR 411 U ST N!? iR _ A4x. ANA 9 2 C E1lER. INN 1 �7• Ht �.._ _ �� ...�. ,� ..' ' � ''� �.� 1f k,..d� ....._ Ott •� ti .: a DIAMETER 3 DRAIN ?IPC Iz � , LONO t;ICHE.POCK .VWT ."". MIN MUAi THI NE5 Si S) ; a I . ;if ..nA^77 a. , t fins•:.:t 3P_C.:?OS N4 57 AGORE4AlE TYPICAL SERV ICE LATEF�AL. �--�- 1�.�:["ALLATl;aN • 'I L a �c 1" M TER } NTS FIG. W-•sA ACSA GENERAL WATER & SEWER CONDITIONS (September 3.4, 2023.) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. z. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5} FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 3.2. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 3.3. THE SEWER LATERAL BEYOND THE CONNECTION ATA MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OFTHE ACSA RULES AND REGAULTIONS. 3.7. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. I41E I EFd. $IZE AIMEN� QN .... A Dl . .ISII B " i DIMENSION.' C 1 1!2` 31`' "5,10• 3`8' 3•:r 5' 141N; 4• 5` MIN, 12''M[N: GREATER THAN '40.. . .PRUPpSALS WILL BE SUMITTED,.. . T SS POST WITH PLAG:.. 5 "GA LVhNIZE WI NE '... , .: CAP►' ' ENDS eA.INTED BLUE IN RFW-W AREAS AS QIRECTED.. MARKkfi LOCATIOP� :MAY ICE SU .ECT =yl `TD HIGHWAY DE?ARRAENT APPRDVAL, �INfSHED GRADE . -_. .. ... o .. : ADJUSTABLE I RAFFIc :RATED .. Lt VAL�fE.'I* Wd 01) :. L I .. _ i., I .` ;, . N. .... .. .. ' .. .. �' : r . M.J. GATE' VALVt: warn :.LINE .. f i:, . t�-�I :.. 2 P S,I. . . G(INCRETE: ' .. a 2'n : 2' BEARING AREA. THRUST DLOCK .• ` q 4 Q' q a .. N.OTIE .:.IN RI7MGTE . AS, . .VAbi -:BOXES:'SHALL. EXTEND s1X (6} INCHES ABOVE GRADE; TYPICAL : CRATE VALE NIa ,9 W-"5 ._ Ti? 9 L�H C p' SCOTT R. LIB Q Lic. No. 035791 U c/i z 0 W � a�, 4/4�Z2 �_ 1 � slQNAL t� J a Z O Ie in U uV) V) r1 W i ❑ Z Z O0. � W 11 -4 W -I Z L~L. N W N ❑ '` d' C3 Z ■ u 0) N qt cM N C) Vi N N 1' W J _J �� UJ w 1 O w T� 1 U I w D U) F_ W w w F_ W F_ F_ w w Q 0 Q N w H Q z F-I F-1 Fri W Q 2 a J J L.L Q Y m Z W J J W oZS (n w H O z b� r, Lu O uw o� = CL V) JOB NO. 112066 SCALE N/A SHEET NO. 22 I ,- -- - " ` .� .1. .111 . . .. � I .� .... �� .... � � .. �. � 11 -.1. . .. .. : - � : . .. 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I - - I I - - . � ... * .::,- - , W� 1 - , I I I I I I I I �%. . .. . IL .)t [1. �..,---A ::rt- * -.- .� : , * , , *' X " , 111-1\1�, - - I \ . i.'.'., ...1 ... F ., , It I A . .. '.. . , �`:,- .. -� - - ". .. .. - - . .11 . -. . "'�� "'r, . A..-�-, - . - � --a----, ,.--. ..., -. ,---,--�- =4m j - f ,,'-�-,, , , . . .1 -777- - --,"�-, �:', 1 ,..,;. � . =' . , -- I . , . 1 : '.I.. . . ,� .. ... / , . ... . . .. . 111� -, - - 1.11t , - ." - - -, . . - - -�---� %,,�: .11� A. � . , . . , ,;" - IG LEEHAM STREET � 1� � - '.. 7":' '� -1 ,�--,, ;t��--'L -.I-,-,,-- - ". .. I I �- I �-7 � -: I ,� " ... ; .--. . -7.7-, --.-..� ,� .. I. A � " �, A:.:,:- -.. -, .. 1. . . . . � . .1�1�- . . . . . I.. ., . � i�l , 1. � .* .-I . , , . � , 11 �' , . ---Ll -----?---------- -- 11 - * I A. .. - . . . -L- � - . --,. -�� I . \ , . -- -.� I . . It - - -� - , . '"' ... 111 "I � , I � �. a N -'. -'.N.,., ^.'.%V. I . .;'.. -, 11:& - - CI El I 51 "i --11 ,�,�,,� , .. I � ... . '. %:,. (0 :. I . 11" � . 11�,,�', , , .--- a . I I *7 I . " � AR - 2.5" CALIPER TREE . ., ... . 36. .., ": .,��: -, . , - - - . , * I I 11:�, - , .,. 0 QL - 2.5" CALIPER TREE . . I .. . . , - . 1-�. -,,-,, , - ",,I,,� < �, <, -:-.,--,!, � -, '' -�� -��, � ---- .:� `�-- . 'A S . - . . . � - - - IS. . . "I � . , �-� - `�----,�- TOTAL: 2 TREES 04 04 fN . .� ... �-'' ., .. .1 � .. A? '' , , . . . .. �,�- -11% I I . ,-- I -- TOTAL: 34 TREES � . ,... I -,...., .. .. . - -- ,- , \' --,, 11 "I ,-,!,;,Z, �, * ��--,I,, I / I , I ... !.'j, . , A '. �, . . :�. . I.., -L - ! � It I a x , I I - -1 � W .... ... .:. ---!- --� ....... "I , -,, 11"", : 111� . . .. � �, %.,C�, �. , I . I., '....: 1. '�, , AP I-"% - - - - I \ L ." \ , " I ..... I I . . .1. * .... I � . , : , . 1*1 .%. I : � - 1�, 0 04 " - . . . I., -. " .1 I �. . I � % -, 1, I . . "N . . . -�,- . � - '' " , , ., -� . . . . .:.. -.. ": -. - -.-\ . /- " ��-v, vx . 11 - I! -- . j .1 � A . ". . . I....; ... N..114 \ - - � �, - , , . , --. \�' I - � �,, `1` -- - - . , I � 1 �-- , , � -, f C*,n "�, �! " � �- . -. ,- " - �� . , , , ., I ,,�.�.:Avl Y, 17' I , .. -- / / �1��. �.:, .,. -1" -f-",,,",'.: - ,-- , - 3.5" CALIPER TREE : I , - %. - , .. .. I - - -,,�� �,,,t , 1, / - �-'k ..:.,." CD C:) C3 .1 . --, - - - ` . I /'�'�`,' . . I I ) . .. . . , . � � I I ., � . /) AR I 0 , , * '... :. . I ,-1 \ '-�-,, I/ TOTAL: 6 TREES QP - 2.5" CALIPER TREE 1, - � ,i� . , ., -7 . I.-POSEDACTIVE .,`� -, � �,-�, 1� .... .:. - . . - ....4 : ... . . :. �. I � . �.. - I I I I I I I I . .. � .., 4. . , . I I.. I 'I-, "' I 'N ",�-,��,`-�',-", � . ---� - - ------ �� " '' . � . , - - - . . .1 . .. . . t . \ ... I ...... . . . . -..... . - - I '11�".-. .., , I , " --_ 1�1 \ \ -I-_ - - . :1 I TOTAL: 59 TREES . )12 N I - : � " . . -X-,--' . . I " ---,, �; . - WN I / , A a .�, ,;A, . . - ��- . . � : : : I � � . . -� I . � :-, I ��);; �i I ,,.. , - N ->� , , . ,,, �'N - -1i I 1\ �, '. , , - - 111-1 - I . , I , . `� . 1� I 9 .. APARTMENT . ... . . . . . ... . .1. 11. . :,:::::: I::::::.'... -�- 11. rK!'LL4" ." .:. - , N ( ,��-��, i''�-,,, '--- '. .. �, , -1 . .S'1� ;-`,1�?'119-m1':i1 Q',!,:`yf " . . . . I " 5""If �,. - -r-,,, I �\ :.. �'�li L�-, `��, �, '' ,-��,��-t ,,�,� - lvv , , �, we. - ":"." , I ,--�,-,�,, : . 1, .---- � / QS - 2.5" CALIPER TREE '\ I @V r4� I L 4 .. f- . `. ; �1.1,11 , ,� , ,�', . I L - - - - - - � \, ,,, � " ` - 4 'IN \ a) ; / , ', � 1-�<;� ---,- ., _Z BUILDINGS .. . . I .... . � I _ 'T', 11�1. �, �', � , BN - 2.5" CALIPER TREE ---- -1111,., , , . � ki , I - " ; I . ,��t'��,,. \ / I - "It: //� %-111 TOTAL: 47 TREES . .. . . �.. " - -\ �., . . . I,Z4, "'. \ ,� I . / �- - , X, '��,�7,,,i�.f�,'��', "I I �, - �-�,�' , - 11 I I . NCLUDING (6 � .d , . . , , . 1, �- ,� �� 1'�, �/,? 46 - , ;;i�i � - - "'� '...... I ... ... Iq ... , ': I � ,q , / , `� z- "A - , TOTAL: 29 TREES � , , --,, - --- .. .�', ,,,�-, , .�...! .. .11 ---- --- I . I . ..... � 1�' �7` 7y / 11 . \ .�, ,, �. � I � �, ". .. " �. "I, a �'. ... !!��7 ,* �*��L �, " ,,, " �% , � . =.:..%r.,.,., , . . I I __ lkl��--"\ L 'I . ...t4l). .. T- - . � -4, _ . - -- --q--.-��1�111��-. " - "�� ... I— - 1�� -� AFFORDABLE - �� . L . . :,,%� ....... / /",/ ,,,;4" � - / - - . / I - . `;Zz,,�- , 0) . U IT � -�-, 1.*.. � -�, - "�- 111�.,.� �, �, . ,� ' . "I, , / '' \ . � '..,. % --_ � �1-11 , "I, !��,��-. // / 11.",-.. / 9 .11 Ill. -Pill ... . , I I - -- -r I L --- .1. . \ \ , k�,,,,,�--,, / /L --,� --,,- FG - 3.5" CALIPER TREE T� I - -- -::� -, I I %�, I �, / / " - � ( Ij � I . )), � I -: .: I'll (4i1-r1%a1r%1-"1 1r%F-F-.j I ,,\, �, \ ,-,,-, X / �,� ",�-- z , TOTAL: 8 TREES I k , ;1;.4� 1 . I \ -- - � -7 :1 x \1 \ "�z,, ,-, / � Afl7n r1--- z ..... ..t . . I . . . .1� ... ALONk3 NUIVIIIIJUILL) I �s I � L, \ N I- -- / MG- 4'-6'HT. TREE 0 1 :q, ...11 . .. I * . . [, , - - I LOT 1 97 (3) UP STREET TREES_ / / / - -1 1�- "L F *1 - I tl-- �,-!/ r==r--- '11� Ci I - I \ LOT96 LOT95 ALONG HUMBOLDTST / I `-t . - "", LT - 2.5" CALIPER TREE -%..F- m .:-:.:. . k �4 "'tj TOTAL: 33 TREES , . I ..., ; � - i - -� ."I- .. 1� I , , . . . .. �� 11;-14', . I - N . ... : :: / :, , I . - - -- --�� e W , ,.,. . I -I-.- j / :1 (28) OP STREET TREES t�111k��,� / �� , , I .. 1. �'-.- - .... . :.:+�[::. " - - . � It ----- LOT-94 LOT93 11 \/ - -- I . . .1 "�� ALONG PARK RIDGE DRIVE- ,\ \ %, TOTAL: 17 TREES CD- 4'-6' HT. TREE cy) 0. . I . I . .,.,. . - - . I ,,, � ., .1 I / '. ' . � I .. I I .` . . . I . . J . I . I LOT12 - � . . ..N / / TOTAL: 24 TREES IN uI 1, 1. � ---- N', �Z.. ',,- '.'. , � . . 1�' � 'N ,,,� ',�- '�, - 1. , � I I �,,, %1-1', ,-- � , / i -, 1-�, , �, - - ... I :.:.:.,:,- . . --- - - � 1 , �,N � 1, '41 \\'\' 1 30 ... �::��::,[::::" . , 1: .. 11 ,. \ / 1-1 "I . ,-"/, I .. "I' ,-,,.- �, -1 1�11 J... I".""N. - - ...:, -."'q .7,-:, , � \ / , LV 1 93. 1 , ��11 `111Z!1�111�1-�,�, Afyl')�L LS - 2,5" CALIPER TREE Cl- 6' HT. TREE 4 uj ,� . ,\ \ \ 1�,Z�4;��,-, � 111'.�'�:,".� � I , XNI , , 0- OTAL: 45 TREES In �. vt:tQ=. -- -- I / .'*--, \ ��- . W TOTAL: 12 TREES � I .-.-,I " ,�, � � ::::,��: -�': " ! F�� �-,.: *- � / "',L� OTgo . . % I,-,- - .. ... �;-* .."'.........." - - �� "14 9 .I..- I i" ! , . I 1. ,-� � 1.'.' � � . %%%%%'. \ I \ �11- %j 11r-11 LO '2a - I *. I . I I . I .......... I ........... / -- I \ I . I . . I � . , , .... . . . . .. ...... ............ I 1-11 \ \, ---, 1, - 1'.1 I I . . .%%%% I � I '--, , - , - . , .jr,,,!::�� 1'k\,� , , 4 � I \ \ ., -- �, I 1-1 ",- - 2.5" CALIPER TREE u m m , . ... �' I .. .1 I . \1 I I . ;� - - ....1.,.,.. .,.%%,.. .... / / LOT8Q ', . V :� .A . PA U) I`-, t`v9r-i/--%/---4--, � �� '' C ...... ..... I ... / '. � . . .� 11 -- 11� IN ... . . . !!�.. ...... - ........... . \ u m 0 1 .... TOTAL: 13 TREES a . . . -....... , . . ... ....... . . `*,�".' � , I , I , , ---, , \\ , .V -, -, . . .. I .... -� , - I I A . , - - . - I -4 / j_ . � 11 . . . -�� + I... . . I - �1, - . . .'. * ... V . : .... II. " .. / -- . . 1 . . . . I . . 1--� I I/ f1Q AG- 6'HT. TREE E88BBERIBBBRUM .j . � . � I . . � . . . . . . I . . . . . . , ,,�� � % I ��11, - - . I ---1 ` - . . - . 'I'L '' ..'. , ,(..1 I . � . . . . . � I .. . . . �, . � . ........... I I / . �, 'I-, . N, �� TOTAL: 6 TREES . . (..1 I - , . 9 ... . . (.. 1' � / I- N, * --� " �-' N , 1-1 \ \ -�, - CN < - . . - I - - 1 - . 'I - - . - - 11 * - I * . 11 . - ......%%,.,. I �'11-1" - * , - I I . . - . . /11 UAP - 2.5" CALIPER TREE AMlk&- . . I . . I . . I � . . . . . j 1. I . . . � .. 1, \ . I �� . . I . L . I . -- - . 1 � �� . . I. * I - * I . . . . . . . . . : � _:_ * , I I . � 11 ...... .1.11 .... ��,"..", .�- , , . . . . . . . . . . 11 I I I . . - I I . . �-� - (28) QL STREET TREES CC-6'HT.TREE . . (1.0)1,G .......... � . .,.,.,. 'Ill _-- /' . '--� TOTAL: 20 TREES � I I N '/ - '' -�-- ---,�-. . . L- - ---:' -,-., - - - .,4 �,�� � - - 1-7 (j -. I -.-.- I . . I I . ...... �._ -,,, I --11 I I I � , . � . � . . . - . I I � � . I . . I I . I . `�. I +1� , - �� - lwg .. . . . . . . . . . . . .!!" . � I ".1 7 mu � - I � - . ' '0)'CA' , � . I . . . . . I I . V .'-'l.' . . . � . 1,,ALUNU PARK RIDGE DRIVE z , .. . � I - � , / TOTAL: 6 TREES ..... . 1. , , . 1. . " �' I "I 1-., .. 11 IL . . I ,�- -- . , �- -� , - - - - , - - .1 . . I .k. .. 11 I I I f1 . I. --�-' , , I I vv�L O'L 1) t . `.N�"% .. I 11 � "I �� / < - I , . %%*1 * - 11 , .11,�� � . . . . . I . ---:- � '. . ...... ;E -::�-PRWA7t: RO '11 ", / - - I It - , - . -� -1 -, - * I..., I . ..... � N�l --1 "I / > 1:. .1 ......... A. -+ -. �-L, 1. ... � 1.1-1 :I,,- '�-, "Ill, / QC - 3.5" CALIPER TREE CF- 6' HT. TREE LL (0 ... ... I . . . . ... . . ; . AD ( . I . . I . 11-1 �1, '�- � I.V 1, ., , -, -, , , : , -� ..1. � Vj TOTAL: 6 TREES W% I Lv��- .'--A' , , -, , � I. 1*1' . � . . . .. '' . , ,r .11 !\�,. . . . .'I,- .. 1< - -� - � '/' --4,- - ------ I TOTAL: 6 TREES I � �,-- I I ... I I . "' � I . . .. .. - .. . - . 1'�, I ..� / .. -,__ -- - .-- w I [ -e .. I . -. -.. - 1. '. .,..- . " -.4 ". ..-,. .. ; I I I / `-', ": . , , . I . . . , . . . . . . . --,�.--,,-,�, , -�,-, --I- � --7-...,. '- "I ,�`, ,��, :,�*, .., .. I : - -, I � � - , `.1-' .* ".)A", ,.- �.. lv-�-j . , , . , -�,�,-- .'N�', . --� /�-� LI - 6'HT. TREE .J F...q I --.1111111, . � ....... ...... - ..... .. 11-1 " I ... � .1 I "� )V. , I 1-� --��F TOTAL: 7TREES .J P..1 - - 11 �', ... . . � � .i f . ............. I ....... - " ��, I - I . QC - 2.5" CALIPER TREE %,/ � �, , z � - lu -j � .. . 11 . . ..." . .... 1. ... / , � . , -T- 011-s - I I 11� ,��,:-:- ---:�� I �- . 3 . -'A . - -�-�-- , .- '""Moor- > P-4 .....,.. I� .f .... , I-- - .%,1'.,.*. .p . ., . . , ',, '_1 TOTAL: 9 TREES �. ...... f....... . - in ��.. �.. - .. ... . . . / - - ... .. .�1.1.1 � ,:�'. . 1. i�' 1 "I ... .. .. , I 11� ,. �, , � .,�., .. I:- Qs a -- . -1 "I .. ''I -�-� , * , "", -- -�- " - I - :: J, 7 1 1 . , -� "�'? � . I � �� � 1'.%-,,� - ., ,., /" --- I U) Lu 15 1 i5 I . .111:t . . . (6) UAP STREET TRE ..... 1 " . 1�11� , , " , 4� . A 11- , , , 0 . I -- %...........,. . .. . , I � 1-1 " . . . ,, ,--, 11 . -I'-'-` r.J. .,!� 1'.. � I I ALONG ANLEE ROAD ," -� -- -- ..... I . . -�-� - -�- - I N - " 1� �, - - - I , , , , , . / -*1 A�- uj (j) Q. . I �. I .... - Ex 01 . I . . ) 11 ..., 1L. w, 1- * . - 8)� --,� , . � . � . . . .. . I . I I . . . ) 1, - 1� --�-- �--, - . - / :��::�::�:::::�:::: �t - .�---� , " --t, � � a b -11, Im I IV �) ... .w < .'-'. - � I LOT 56 -.- - '.'.*.'.'.,.,.'.... . ,:,�111-1s- - - - ....-I. .-� . . .---�, .W,-. "'-%�� � � . - ' .- - ---, ----' DISTANCE TO NEAREST - . 1. L . � -�, / ,/ F. - I 4 ... 4; )'' 1, , * - w %, I -,.,_ I / . X�l .� � 1-. - I - - . . - `!-�,,�,., -----' �- < 0 . I US STREET - - LOT 57 I- -.-LOT 8 .: 1. ... ...... . .. . %-Jl - I ". . 6r- ' ' � - '� I- I f �, F�7- INTERSECTION (CLAIBOURNE ROAD ----------- ..4, -1 .., -� I t , �, 1i 1! I -I- --�- ---- - AND PARK RIDGE DRIVE) = 705' :�-----:::� 0 = z , /ALONG AN LE E ROAD 14., u, '' , OT 58 ---- / -� - -:-:.�::::::::::�' *� ...... 11�� ----- ... ... pm. . 'd-11 -j ... I LOI 59 1�, , , J� �: .:::::::: �..... I ..... -Z�- � 1, (I - .../. w- --- .J cL Il-q " " - 1. 1�1 [I..-.. t::: �:�J'�::: I., m .- .- / -4- - LOT -- . , , , -, 41�,�" -- -----4L-v1w- --- (a. - - D ... 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" r' I _ . � . , , L : 1%, � �/ ' - � I' 7��-� f , / . / Alt- - /I / / / / 'I / / LANDSCAPING CALCULATIONS SITE TREE COVERAGE REQUIREMENT: CANOPY (-UVtK AT 10 YEARS EQUALS OR IS GREATER THAN 20% OF GROSS SITE AREA GROSS SITE AREA 868,586 SF less GREENWAY AREA 99,796 SF less RECREATIONAL AREA & OpEN SPACE 1631785 SF TOTAL DEVELOPMENT AREA 605,005 S F TOTAL TREE CANOPY REQUIRED 121,001 SF CANOPY PROVIDE) 121,752 SF STREETSCAPE TREES REQUIREMENT: I LARGE TREE PER 50 FEET OF PUBLIC ROAD FRONTAGE OR 1 MEDIUM TREE PER 0 FEET OF PUBLIC ROAD FRONTAGE PARK RIDGE DRIVE 2,591 LIN EAR FEET LANDSCAPING REQUIRED 52 LARGE SHADE TREES LANDSCAPING PROPOSED 56 LARGE SHADE TREES ARBOLEDA DRIVE 1, 428 Ll N EA R- F EET LANDSCAPING REQUIRED 29 LARGE SHADE TREES LANDSCAPING PROPOSED 29 LARGE SHADE TREES BARKLEY VI EW COURT 537 LINEAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 11 LARGE SHADE TREES MYERS WAY 1.1 169 LIN EAR FEET LANDSCAPING REQUIRED 23 LARGE SHADE TREES LANDSCAPING PROPOSED 23 LARGE SHADE TREES HUMBOLDTSTREET 528 LINEAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 14 LARGE SHADE TREES AN LEE ROAD 549 LINEAR FEET LANDSCAPING REQUIRED 11 LARGE SHADE TREES LANDSCAPING PROPOSED 11 LARGE SHADE TREES LEEHAM STREET 356 LINEAR FEET LANDSCA:)ING REQUIRED 7 LARGE SHADE TREES LANDSCAPING PROPOSED 7 LARGE SHADE TREES Px I LOT 4 Q CQ-Untv of Alb(marle (�Q . p 23 ...... (OT,2 LO 4 ATC�U 5EE SHE. L 'I he, WHow ind Huni �,shjll he ghown on the plan. _AQ ('12) QP STREET TREES .......... f 61C �kg. I; b c a a v cd)." ALONG MEYE v I v Y Li I .... ... harto clKill LO -c=� fr,�q�ik iii- hGo %vollsonvalls, PrQpp�0 u h* j b,� id Qw S + LOT 4� -L larki LOT 16 Niarkings. Ic j LI . . . . . . I mad Mogpai pll�li 1, v�-itng 1w heen N A I Aby a gPeCLM P1 k-001V9t1'UCt1011 C011fel efiCe: 4. Eaulpinent Overat Ion And Storage: 44 X, 4 1 L(7 v c. w Ld S1 oruL.. ffi In he.,Iftycd,, ,p 'k QS LOT 3.5 t5, Sall Emdon and Slanimaler De , tentlon Devlce4t 7 "t�h d vic stii �41 i advervAy Xtxt f. 3 o, bt. i� L + -7 6� Fires: V - TH SCOTT R. LINS U Lic. No. 035791 116 A- ypo U/ 4ul 44 IV, 'w S1101VAL 11-10 7. 1-osic N'laferiats: c. rn -,_i hall notb�,'itorccluithin 1.00 of.tTeca fobc.3aved. LLj L T LOT 14 atective Fenciu2t 4r Kwd.witl6ii 4o f�L�Lu_,Capwjxxwd bu ��u orgEud I vxdviLy shall. tw-y 0 du Pi Ll freeslub y, h < �y f�uidu V F61 ci ip p � ng q pj(�r.tp -ij R 0 u v V V 4. 4 'V Zj v .9. W el ts: '77 41 thd AIqa.Ljd 1111r,!J�q ak'd w tI 111AI e djiplil],;�Qfa tn�t to ks'IYO; a IT,�szw5lj '�Iqll txql�)yid��d.a )d a.coll.M1.11cti I i EM 41 Ib 4*1 �c f* z z'd 4- V) I"d aw JJ 't4j, 4 'Ail N, 'IV LOT/3o :5 77-+ �V 1. 1. ,;. 1 .11 , �,74' �e � - ": llqjtvj� jtp Ili J.�! bLI �!yjflljl tjl� d ipliflo A:tp, ,a 4_9��Iq Oil. + 1% ll� Trenching, and Tu 4, z t4tIIjj:,S Qfjj,�e j be, d'okle gras,poi��bjt! UEt&iId[td �VW i (1�� undtT -j lxglt-, Llvv uhall N�. k:uI1w'ide1.e ftS I id! I liv t... h�s v C�*deTrM3. z + It 41 ow 4. like .41 V" %\ < y 12. Cleanup; v v %� 0 ff jl� ca uj LOT 13 El ProLeuth fawing stWi be (fte IRLA iWIMS leMOVed dLlIiEf��' lild ffivdt (d X� -7 T 3-1 V,� V (n a nuv III III ed I atcl V. b y 11111 r6rel atj-ccspc�tnlin. vQ\) It trec's shal tocl i liMi0a C'F0tI1Q1 b EXISTING % NOTE JT IS TfJf� TW N, RESIVONSIBILITYTO.00 L) V) Z LL- z P,,,jTR,W1TT1 Tiff; CQN RACTOR QXTIRPE CO .5 V IQN R "QUIRE, I 1�. V) ORMWATIER V V, X t . , 4 ,'w , %, //. ",/ I 4 LU MANAGEMENT LLj f P z k 12/13/2021 UGNAII!RE: I .5 M:E) QWNER ��I) 0 x, L I 3f F-4 z FACILITY 0" z N41 11 'N W 4, ...... ... CQNTRAC'r PURQ1A5LRS IG NATURE (DATE) > 4, < NWAY. z 11 w LL 7,, N\ 't, 1OPEN SPACE Fj X, NOTE: THE TREE PRESERVATION AREAS ARE LOCATED WITHIN THE GREE I 2.5ts ACRES > uj LOT 12 Lu U) p7 J _N LOT33 �p LOT 9 W z N NOTES: QP LLI RESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO I EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. LOT 34 z 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. LOT 13. COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. ROAD EASEMENT (5)QSSTREETTREES-. V 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. r4 rN (N 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE L 20'EMERGENCY ACCESS 04 C14 c%j 0 C114 r*4 .............. ALONG BARKLEY COUR I uj 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. all C3 00 CD LOT 8 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR . I �' , - r AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. .......... . . . . . . QS ...... 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM S SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE .... ... TECTED. lie 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK _UR CARL F SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. Bj 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE P PO ......... SE LOT 35 THE BAR SHALL BE DRIVEN 12" DEEP AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. 'R ...... UP STREET TREES 4 \ . t1A XERCISE PUBLIC ROAD (54 W ........ ALONG BARKLEY COURT FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. cyi STATIO CN THE FINAL CLEAN-UP. 0 1 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING z LU PLANT SCHEDULE LOT 7 SIZE Ile TOTAL SYM BOTANICAL NAME CANOPY QUANTITY CN COMMON NAME 'k COVE kGE ITREES it Alp AR ACER RUBRUM RED MAPLE 2 LOT 36 OT 4 'Ile 6 3060 .5" CAL 452 2 1252 AR ACER RUBRUM 452 RED MAPLE 3.5" CAL* BET > RIVER BIRCH 2.5" CAL 464 29 13456 (14) UAP STREET TREES BN ULA NIGRA'HERITAGE' ALONG ARBOLEDA DRIVE FAGUS GRAN DI FLORA FG tn. LOT 6 AMERICAN BEECH 3.5" CAL* 275 8 2564 LOT 5 ILI LL < LS LI QU I DA MBA R STYRAC I F LUA SWEETGUM 2.5 CA L LT LIRIODENDRON TULIPIFERA TULIP POPLAR 2,511 CAL 430 17 288 12 3456 0 PA PLANTANUS XACERIFOLIA'BLOODGOOD' LONDON PLANETREE 2.5" CAL 422 13 5486 UAP ULMUS AMERI CANA'P RI NCETON' PRINCETON ELM 2.5 CAL 397 20 8252 EXISTING QC QUERCUS COCCINEA SCARLET OAK 3.5" CAL* 419 6 2826 ZONING LINE Lu < CL LO Qu QUERCUS COCCINEA UA K LET OAK QL QU 59 24721 2.5" CAL 372 '4 17484 4- LU 2.5" CAL 419 9 4083 IN "1' 11 + + CL ERCUS PALUSTRIS PIN OAK 2.5" CAL 419 34 14246 T_� )LOT 3 L QP QUERCUS PHELLOS WILLOWOAK 2.5" CAL 419 QS QUERCUSSHUMARDII SHUMARD OAK LOT PROPERTY LINES S FA P p lie & PHASE Ill LOTS 0 EN SPACE G 7 BETWEEN PHASE I LOTS EVERGREEN TREES GREENWAY Ln CD MG MAGNOLIA GRAN DIFLORATITTLE GEM' LITTLE GEM MAGNOLIA 4-6'HT 54 33 1782 2.29 ACRES CEDRUS DEODAR DEODARCEDAR 4-6'HT 143 24 3432 CJ CRYPTOMERIA JAPONICA ,YOSHINO CRYPTOMERIA 4-6HT 123 45 5535 J ORNAMENTAL TREES LOT38 S 41. LOT 87 LOT2 AG AMELANCHIER GRANDIFLORA SERVICEBERRY UHT 130 6 780 + SFA REDBUD CC CERCIS CANADENSIS 6' HT 124 6 744 w CF CORNU5FLORIDA FLOWERING DOGWOOD UHT 6 744 FLAGERSTROEMIA INDICA CRAP E MYRTLE 6- HT 77 7 539 LI 1U) 4 TAII 121752 Tn 0 ? LL SIZE OF PLANT CALIPER TO INCREATE TO 3.5" WHEN INSTALLED IN ENTRANCE CORRIDOR (ALONG THREE NOTCHED ROAD) SHRUB BUFFER LANDSCAPING PLANT SCHEDULE ....... ui LOT 39 w SYM TOTAL SITE BOTANICAL COMMON NAME SIZE CANOPY (s� ki5) QS STREET TREES QUANTFFY COVERAGE (s� ALONG ARBOLEDA DRIVE SHRUBS Ir ". U) CA CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 18" ht. m in, 25 25 625 A A, FM FOTHERGI LLA MAJOR'MOUNT AIRY' MOUNT AIRY FOTHERGI LLA 18" ht. min. 25 500 20 UN 25 w 12 300 LEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY TOTAL CANOPY 1,425 ca GLENBROOK AT FOOTHI S (28) QP STREET TREES LL rn ALONG PARK RIDGE DRIVE 04 LOT 40 PHASE 1113 w 0 AF C:) W ...... w- W w-w- W-- W--.W--- w w A' __ w N W-W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A . . . . . . . . . . . . ------ ...... -�-PARK R10G . . . . . . . . . . . . . . . . . . . . . . . .... ...... LLI ILL PUBLIC ROA R/W) . . . . . . . . . . . . . . . ................. 0 uj .......... .......... . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CL . . . . . . . . . . . . . . . . . . . --S CALE 112066 t POW.- . i , . . 11�> I '4 . ....... GRA 'HI 30 30 60 SCALE 1OPENSPACEE 1 30' 0.08 ACRES SHEET NO. 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I . . - -11, I I - * , - , . - . ;.�- 7'j� -,�- --;--,r_ �� I" I I . `-,7,'i I . I I. �, I - I I 1, .1 / I I I—. I ,. , - . I ---.- -7 �,� , . I . . . � * * � , , , " , I , , , AREAS - 7' 1 1 1 . I - - � .. , ;,!i�'.,�,,�,�.'-,.�,,,, , , , , , , , 1. ,' s �' � ,7' -- �. - . , J'. �: - . I.,.,.,.t.,. '' / I-, SFD e �'.-.... - ,I - � .. � , , , I I .'(,�--,, � , , "I. � . . . 1 " . I . . , ,.RECREATIONAL .,. *. .. I , . / . 1. 1. ..., .� --- ",� LOT 77 1 . , , � , , - '* I . , . . , .. I � . I I I .. . I , � . I - . . I I * . . 1� .1 I .I 11. '': 1, . . 1.11 "Ill" 1� , ". , , , �, , .1 .. ---- --- � . I . .. I � , - I " I - ,�,, i , " , ,�� * I �. ., , 4 , . ' ',:, � , ; 1. - .. . ?., � ,. �, . � �.,I �, . ��, ` " 'I � � ,. .. . . � 4 . . . . . . - I '\ . �;. � , 41 ,: , , � I � - " , . . I . I . I . I . . I 11, . .1, 11� , . - � � , C.. . . . I � . . i- . , , : : , %. ,.� - - 1. � - '. .A , - V . , ,. . ! . ., - I-, - -, � � � I ", �, : .. ..... * %. �.`.' 0 I . . � � . - - . 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I , . - I . , ,.'K��r .,k I , . �, - :;,/;', - v � ,., /. / �,..�...-�,.,.. SFD LOT 79 � 1i : " I " " � ''. .. \" , x I I � . . \ I , 'I I ,� t, 1.1I*.'.*.'.*. ",I I . " ., ,:11� ;.m��` . - I % ? " . - > ... ... / / - .11, , ,0, . - - I i , %11.1\VN:, ,o . ,� ."2,� T., ., , �, - I I.. I . - I i , I ,V�, il .'�'.*1'.*I%*. . � � I . I � .�. \ 11 I . , "-- �, 1, I, , ,,,, .,� , , 1. / . , 1. 11 ....... , \ 4 - �. k - - � . / /-, , " I , I I .. SFD t! � I I . , I ,I, , I ," '11 .. I ., ..1111 �V ,!:, �, ` ";;\', -\ ". � v k 1. 1. . I I I I 11 / . �::::�:�:��:j��:�:��..�:jj:: * .. 1. . . . . . . . LOT -i3 I . . I . . ,o i, � . I - e, It, �;,\ , I \"11 'x, " ,',- - j",j , � I I I I - .. . -- . - k �;,4 I. � I � � I n . " .1 I ; \1 , ,J,� % I " . I � . . � . . ,� A � S t. .j . � . � . � . . . , " . . \ I �.,. . 1(il - ;�k` I .- ? 1� ,\ - I � - 71: . 1 , LOT 3a ""'., '', � V 1�1.11 . I , '. . . . , , - - 2. J , , - \. 11.11 11, . �.' / I . I . `., 1 'v?T --1 � V,1� ;1.�', N ,��C\ \. , - . � � � 1, , . . . I , I � . � . . � . . . � . I . 11 � . \ � I .. I I I .. V - . . I. EXISTING k. ;\ .A. �., �'i � ,� ,� ...... . 1 I -�. �'. � . .. I I I . , � � . I I . I j. . .Vl� , � .� \ , 1 � ,,�\I.�� � " .., - ". " `STORM .\ I. I / :. - I I , i�." �� . \� �--\ - ' . . , .�A 11 I . � . � I I ,. .�i: , I . , I � I . � " - I , �, ,3, \ ., . \ \ . ... '.� ,.� , 4 , .,:.71".,.% "." '. ,...,., � - I . . . I ;; ,MA " -; - ,�, , �. 1. , / � . , 7.111.1.1.1.1. . . . I I . . . I - . . 1--� ; 1� . . , . . . I . I . I. �. , . , �,. -��\ �. -S�1- .,,' ' \ ; ',�' ' NA ,�&i , , v . I 1, / - � . SFD . � . . - - -If;� . I, ., 1. .1 ' 'V� 11.,N1 10�1�. 1. .- 1�, - ,. . / ol 1-� . . .= ''. . .... I 4- '% . .1 � '� - " I ". --- .11 I . V\ , f I � I 'I � . . .", I � � . � . . .. � � . X. ., - .. �. ; q. ; ,� "' f 1 4 , ", \ , 1�1�1 I '%' �\, -, i '\, FACILITY - , . , , -v �1' \ , : � ': --� LOT 80 /� 1 ,� , .. . - . 1 , ,w . . � . . . , " . . . . I . I � � I .V" . . ; ,-,k . . 1. , ; V . V�- 11 , - ;V, *, ,'p ,,4� . I I , , .1 `.: I—, . 11 I I 11 -,,�� 11 - , , . 1�1 ,� , .. 4 I � 4 , "�k �: " , ,: , I r.k. � . �� . I . I , ,. , - - ,� v � v ,� � . "�� � , 4 � . I . . , , � : ,. - , % / - � . m, -,t LOT ic U, . I .-. A ��'� -� A I I �' � . .. LOT32 ". . . � 4'. � 1\ 11, , .1 . I ., , ,, � ,4 1. �, I I- Y / � I , I � :. �. I .' "1177", - I �, j .1 . � N, 1, , L, '. - ", " /, ql - * ,,, 2 , , . I , � I I � I I .......... . . : - I " . , . .. .1 ..... I-, I . , I I i I .11.� . , , , I ., . I �, X \ \ - - � . . '. ;�, , , , "I �: , ; "I I "I. !1; " I I I I . ", r. , ,4 � / 't I I I .. '. . . , .. I � N� . * A� " -.\. , � , !. 1, , I . . . . � . f4 . I . . i�. I I �, , , . \� A, . . � . � . I I I . N I I 11 �, "I I I I . � . I i`/ . I / , , / I I � . � . ---- , , , '..� 1,',, . . . . . 1. 1, j �4, �, � '. -�--� . I � � " *x ,., 11 . � . I .� - , . ( ,,�. � ,\ E , .. � � . - - � - : : � RE 'N'WAY -\ - , , ;� - , .1 ; . . 1. ". , ,v ,�,., - - , I "' . , , 1. .' I � ,I + .� 11 1-� I -1 �, . : , . I � ,. \1 I �. �-. I " � - , ,;�� 1, - �* , .. .4. .*. . . I 11 I �, � .1.1 �, ,.;, � I i" i, / ::�:.-�:::::�...-�--`/, -1 .11f I , I_----- 1---� VA '14' I * �::-:-: -k , � �\' , , , , , 4-4 i . I . . � � . I PARCEL 4. I,, - . \, . `,, :: : ' .m. I . . I ...... I/ 1; .�:'. 1'.'1,.,.,."1. I., � . . .: I I I � I . � , I � � I . . . , . � 4:�, I . 1- ; I . . " f 11 / I/ -l" ..., .1� ... . - . LOT 12. . . � . ,I ,� - , " I . .., - , , , , " - 1. t " . ,� ". I , I I I I I * I n �11�,: X� - :- ,� . , , I . I . �/ '. ,;, � ; .. I ,. .. t� �:, :, .�. \'� " � �;" - , , / �. "I . . , - . 1'' : . , � - . \ . , I .� , � , ... � , "'. r t'l . .. .� LOT 33 � . ..� I . . . I I . ..".".,I. '-�, � '15 '. I , I , - � I , .. , o .. � . \- 1W, - / I '' 1* / . / ) � I � I . . I , . " I - I \ I . � I I . I '.,1 1�'**.%%*.,.,. � A., ,; /�Z - I, . .'.'. 1 .. LOT9 LOT 81 ; � // :� � I �, . I . � I . ,'I . . . � �, . . � . � . . . 13ki", 1.11 1� � . �- ./-, I . I , . :� �� A . I � . . � . . . -,� � . . , � � I I . I I . � , -' �," 4 "� . I I � I , . � � . \ - , - , , / - ., , , , 1% , I , . I 1. I I \1, -- , �, ! "�, .. . 'i � . I . . � . � �. . N , - �- ,.." - I I : . '. , � I , I I I � .. - . . � �t- I-Iii'll 1 -1 . . " I I / - ."'. . . . I f * , - 74� -, 1, 1� \ . I � I '11i� "'! .\ - 1, . I r, �, .1 1.11 . .. ., ." ". . .. I. . I �� � I - . .... ..... --� SFD 4j- ,� I . . . . . I . . . � . . I I . I . I . . . . � 'e. �, I \\ , . �. � � . I � . . I : .� �1, " I I �. ,:.V� .%J./�, -/'I . : . . " I., .11 ,I . I I '. . . 1� ` * � .. �. . - , , . I, . --� � 4 � I 0 . a . .1, " - �A . I . . .1. � I ". - -�.-� ."pe. - ; ,,;I - . ,, 11 I .... .... . : % , . . � I , . . : .. I I �. I . ,,, t W, I I \ - . . IV' I I ,� . � - Al I 11 I � .. ---� 1-t2IN1-%W,,Aut I . . . . . \ - I i I �1\ I . - : '.. I ,,- � - ,,, . �, t. it t / /. I ,� I ;; I-- ..;.,- -- . 14. 1 .. - . 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I I I I " �.' . ,;;:. . . ...'. , I 1.1 ,� ..., � ,.,� I .1 "' , , -..:.:',,.; ;, - . .,."�. .,� � LOT 7 . - I .. I .1 � 0 ----, � . I I .1 : . . I I . I . 25TEP LFQQ1 i \ , , 1 , �. ,:�.t: . . . I I � � I .S ,-,� , +`, ,.�. �, � , �, i\ -.-.,!-,.;.--.-j, ,:. . . .... ... � ,� LOT 84 1 1 � � � -�, I I 1.� .-- I . .... , , , * , I � , , � ". ��.' :, - . . . .� I ... . . . I . .. . . . �, . . ., . �,\ 1, .. I :.1 I 1. I.. . I , . I--- I I � , ---- � . 11 . --e -- I � I , I , I . . . - .'-.:�,Ir .�� I ; , , . , , f , - � -- .1 . ,- I I I . . I . I . %, ::: . . I . I I I \ ...�', I I �f /� ". . , ..".....". .. " � \\� 1 . � . %. I w �---,--, 1 %, , -, . !, .%..... I, ! --- . I , � . I . I . . . �: .1 . I .1 . ,z '- �,.�'�','�-: .1. . � SFD . ; I P�-,� -- - .1 � 1. ., I I , ,- .. .. ... - . . I - ,- - .., - I . I '. . %. .. IV - 41 - � 0 *. �-. - . ' \ :iPROPOSED , *%,. .,.,..;.:. : '. , \ 11\ . . 7. �--- , ; . � : : I I , , ,�, ..". ., I.*. � .. -, I , " . I .:.. . . I � I . I . , 1. 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SITE FURNISHINGS CERTICERTIFIED 6'METAL PLAYGROUND BENCHES(QTY 6) �� �� FIED L 4'SWINGING METAL BENCHES(QTY 2) * A 8 f `p o 'ckiratS ASSOFIS° IL dMiracIe To v«MI product CM10AADon. �l AwwlpemA.orO Site Concepts L.L.C. R0098 44825395421 To promote safe and proper equipment use THE PLAY COMPONENTS IDENTIFIED IN THIS _ by children.Miracle recommends the PLAN ARE IPEMA CERTIFIED.THE USE AND O Box 235 PHONE NO:(434)823-2745 installation of either a Miracle safety sign or LAYOUT OF THESE COMPONENTS CONFORM Crozet,VA FAX NO (434)823-2749 COMPLIES TO ASTM/CPSC other appropriate safety signa a near each TO THE REQUIREMENTS OF ASTM F1487. 3ROUND SPACE:189.-6"x46-0" playsystem's main entry point(s)to inform parents and supervisors of the age AN ENERGY ABSORBING PROTECTIVE SURFACE >ROTECTIVE AREA.205-0"x 58'-0" appropriateness of the playsystem and IS REQUIRED UNDER&AROUND ALL PLAY DRAWN BY George Novey I DATE: 7/2712022 %f' COMPLIES TO ADA general rules for safe play. SYSTEMS 1 k6 AGE GROUP. xlx AGE GROUP 61Y 2-12 ELEVATED PLAY ACT II AC ?RAWER . RECYD 0 Glenbrook at Foothills Phase Ill - Proposal A ELEVATED PLAY ACTIVITIES ADCENYE/YTRANSFER 7 NEM 1 542 -- ELEVATED PLAY AC ACCESIBLE BY RAMP 0 REOD 0 ELEVATED PLAY ACTIVITIESW.S ACCESOLI MY RA 0 RE00 0 "N• GROUND LEVEL AG TYPE: 1 RECTO O..- Charlottesville, V\/A GROUND LEVEL ACTIVITY TYPE: E IIEOD 2 GROUND LEVELOU flit S - 0 GROUND LEVEL COAIRRY 0 RE00= MONO 14+ k BENCH W/BACK 6'DIAMOND ING \\ MRSG303D mi I]III 8'BELT SEAT W/CHAIN inri 2840 Ell FRICTION WEAR MAT 32"X 54"BLACK SADDLE SEAT ANGLED POST/ I 994167BK 9451 ITHERAPEUTIC 3 5"ARCH YWING an 8'BELT SEAT HAN DRINGS TAPERED TOWER W/CHAIN 7048465 MR0930mai 2840 TRY-RING IIIIII71871215 1 FRICTION X 54"BLACK AT 1 III�� TRANSFERmi, I994167BK POINT EQ. END LADDER ii '1 DECK,,1885135971881553 ` �! MAYPOLE }� ..�`�'i•ST'v' 753 �: 1�"RIS I TWISTED VINE �'89599 360 DEG TOT SEAT 8' CLIMBER 1 `• VERTICALLADDER 71886725 '): 2990 S' 1 718815 40F DECK-16850K.7Qg (\\ 9 18502• i ,441\ 71866912S I ��I1�1 • ��� PLAY COX 12 SAIL 12'X 405 TYPHOON SLIDE BENCH 71874959 SLOPED 111 (BELOW DECK) CLIMB WALL 7188172E 71875725 GROOVE II 0 BREAKAWAYS(BASE 4X) SLIDE 4545 7186385 (ADD-ON 2X) AQNµ PLAY f liP SURFER 4545X . 4p.,p,•L� EGU 4 r" 9461 VIPPY SEE SAW ' IPEMA A BENCH WBACK 6'DIAMOND ING 8021549 BENCH W/BACK 6'DIAMOND ING CERTIFIED MRSG303D MRSG303D "` F' 8' Iio Miracle TURERS 7 TE rw11Y prods.t . Site Conce is L.L.C. R0098 44825395421 To promote safe and proper equipment use THE PLAY COMPONENTS IDENTIFIED IN THIS p by children.Miracle recommends the PLAN ARE IPEMA CERTIFIED.THE USE AND DO Box 235 PHONE NO:(434)823-2745 installation of either a Miracle sa LAYOUT OF THESE COMPONENTS CONFORM Crozet,VA FAX NO:(434)823-2749 I, COMPLIES TO ASTM/CPSC other appropriate safety signs a near each EQUIREMENTS OF ASTM F1487. 3ROUND SPACE:189'-6"x 46'-0" playsystem's main entry point(s)to inform parents and supervisors of the age AN ENERGY ABSORBING PROTECTIVE SURFACE 'ROTECTIVE AREA 205%0"x58'-0• appropriateness of the playsystem and IS REQUIRED UNDER&AROUND ALL.PLAY DRAWN BY: Gunge Nowt' I DATE: 9212022 If COMPLIES TO ADA general rules for safe play. SYSTEMS Z//i Glenbrook at Foothills Phase III Miracle Recreation Proposal A f! h 1, 14 \ J:it 1 °I. ate,,, 4IP Miracle: Glenbrook at Foothills Phase III Miracle Recreation Proposal A I , A \v, _...,.,, li ,� I ► 4 ' 1 i ll ; itl "1" il II I 1 ' 4 2 1.� 1 • . I IN ' t ic, >:fr missy c V 41(\>1 4 Miracle IftkaiNt Miracle Recreation Equip. Co. 878 E. US Hwy 60 QUOTE: R0098222170 rvl ri c l e M888t 8- 75208 Project: R009844825395421_01 Prepared For: Project Name& Location: Prepared by: Ashley Davies Proposal A George Novey for Miracle Recreation Riverbend Development Attn: Glenbrook at Foothills Site Concepts - Northern VA Office 455 2nd Street SE, Suite 201 (434) 823-2745 (phone) Charlottesville, VA 22902 (434) 823-2749 (fax) 434-409-9127 (phone) george@siteconceptsva.com ashley@riverbenddev.com Quote Number: R0098222170 Quote Date: 9/21/2022 Valid For: 30 Days From Quote Date Site Furnishings Product line: Wabash-PlayPower Part Number Description Qty Weight Unit Price Total MRSG303D BENCH W/BACK 6' DIAMOND ING 6 113.00 488.00 2,928.00 MRSP300D SWING W/CHAIN 4' DIAMOND 2 105.00 868.00 1,736.00 MRSP310N POST ROUND ING 2 95.00 421.00 842.00 Fitness Product line: Freestanding; Age group: 13+ Part Number Description Qty Weight Unit Price Total 925920Z TOUCH UP PAINT KIT (NO PRICE) 1 2.00 0.00 0.00 OTSM1 OTS GROUP FIT 1 1 2,165.00 21,000.00 21,000.00 Swings Product line: Freestanding; Age group: 2-12 Part Number Description Qty Weight Unit Price Total 2840 SWG PART SLASH PROOF SEAT W/CHAIN (8' TR) 4 10.00 137.00 548.00 2990 SWG PART TOT SEAT 360 DEG W/CHAIN (8' TR) 2 15.00 202.00 404.00 MR0930 3.5"ARCH SWING- (2 SEAT REQ'D) 1 286.00 2,296.00 2,296.00 MR0932 3.5"ARCH SWG-ADD-A-BAY (2 ST REQ'D) 2 179.00 1,378.00 2,756.00 Freestanding Product line: Freestanding; Age group: 5-12 Part Number Description Qty Weight Unit Price Total 4545 BREAKAWAYS (BASE 4X) 1 450.00 5,091.00 5,091.00 4545X BREAKAWAYS (ADD-ON 2X) 1 225.00 2,532.00 2,532.00 753 MAYPOLE 1 275.00 4,001.00 4,001.00 8021549 VIPPY SEE SAW 1 655.00 1,775.00 1,775.00 9451 SADDLE SEAT, ANGLED POST 1 65.00 836.00 836.00 9461 SURFER 1 65.00 805.00 805.00 9/22/2022 Page 1 of 4 QUOTE: R0098222170 se Play Structure Product line: TotsChoice; Age group: 5-12 Part Number Description Qty Weight Unit Price Total 4544 TAPERED TOWER 1 600.00 6,428.00 6,428.00 7048465 THERAPEUTIC HAND RINGS 1 25.00 544.00 544.00 714999Z CUSTOMER SERVICE KIT(NO PRICE) 1 7.00 0.00 0.00 7185029 SQUARE DECK(ATTACHES TO 4 POSTS) 3 100.00 993.00 2,979.00 7185493 3 1/2" OD X 106" POST(3' DK) 1 35.00 184.00 184.00 7185494 3 1/2"OD X 118" POST(4' DK) 1 40.00 209.00 209.00 7185505 3 1/2" OD X 216" POST FOR 5' DK W/TOPPER 4 55.00 301.00 1,204.00 718551 3 1/2"OD X 100" POST(2' 6" DKS OR LESS) 1 35.00 175.00 175.00 718552 3 1/2"OD X 130" POST(3'TO 5' DKS) 4 40.00 224.00 896.00 718553 3 1/2" OD X 148" POST(5'6"TO 6' 6" DKS) 2 45.00 249.00 498.00 7186385 GROOVE II SLIDE (5' DECK) 1 200.00 2,013.00 2,013.00 71866912S PLAYCOVER SAIL 12'X 12', STANDARD FABRIC 1 460.00 6,442.00 6,442.00 71871215 HORIZONTAL TRY-RING RH (ONLY) 1 45.00 802.00 802.00 71874959 6'2"TYP SLIDE 405 D (5' DK) 1 1,500.00 7,275.00 7,275.00 71875725 SLOPED CLIMBING WALL (4' & 5' DK) 1 200.00 2,639.00 2,639.00 7188135 DECK ENCL FOR OVERHEAD CLIMBER (ONLY) 1 20.00 267.00 267.00 7188135 DECK ENCL FOR OVERHEAD CLIMBER (ONLY) 1 20.00 267.00 267.00 718815 VERTICAL LADDER CLIMBER(5' DK) 1 35.00 622.00 622.00 71881553 END LADDER 3'TOP RUNG FOR OH CLIMBER 1 35.00 462.00 462.00 7188172B BENCH PANEL(BELOW DECK) 1 50.00 1,185.00 1,185.00 718851359 SQ TRSFR POINT, OPN HR (3' DK) 1 200.00 2,425.00 2,425.00 71886725 TWISTED VINE CLIMBER (5' DK) 1 80.00 1,257.00 1,257.00 7189599 ADA STAIRS BTWN DECKS W/2' RISE CLSD HR 1 205.00 2,262.00 2,262.00 RiskSign_Included Part Number Description Qty Weight Unit Price Total 787Z RISK MANAGEMENT SIGN- ENGLISH (NO PRICE) 1 0.00 0.00 0.00 Parts By Other Part Number Description Qty Weight Unit Price Total Plastic 4' Black plastic perimeter borders w/opening kit& rubber 1 0.00 4,960.00 4,960.00 Borders wear mats under belt seats -delivered & installed Totals: Equipment Weight: 10,256.00 lbs Equipment List: $88,585.00 Discount Amount: -$24,923.00 Equipment Price: $63,662.00 Freight: $4,296.57 Installation: $29,233.00 Products by Other: $4,960.00 SubTotal: $102,151.57 Estimated Sales Tax*: $3,374.09 Grand Total: $105,525.65 Notes: • Wood mulch safety surfacing has been removed from this proposal. Safety surfacing will be re-priced at market rates near the time of equipment delivery. Customer can choose to add surfacing or supply their own at that time. (For budgetary purposes,current cost of 200 cy of playground certified mulch is approx$9,500.00-delivered & installed.) 9/22/2022 Page 2 of 4 QUOTE: R0098222170 6 0 • • 50% deposit required unless other credit terms are established with Miracle Recreation. • Additional savings offered if project paid in full by check/ACH when ordering. Ask for details. • Proposal given site unseen. Flat and accessible area required or additional charges may apply. • Proposal does not include the following scopes: o excavation o grading o drainage o safety surfacing o fencing o walkways o other site work not called out in quote above. ROCK CLAUSE: Rocky digging conditions will add$95/man-hour plus extra equipment expenses. Customer will be notified if unusually rocky conditions are encountered by installer and will need to approve any additional charges. INSTALL-Conditions of normal operations: Prices assume normal soil conditions and do not include rock excavation. Unless otherwise noted quote does not include prevailing wages, permits, state or local approvals, performance bond, engineering seals, soil testing, sub-grade drainage, security fencing, or landscaping. Work will require use of heavy equipment. Access to the work site must be available for skid steer loader type equipment. Expect some site disturbance to grounds in the performance of the project. Underground utility locations responsibility: Our installers will notify Miss Utility to locate underground public utilities prior to the beginning of any excavation.These services only locate utilities belonging to the service provider.Any applicable underground utilities will be marked by Miss Utility of VA only up to the point of private ownership. It is the responsibility of the owner/contractor to identify and locate any privately owned underground utilities that are located in the area.Any damages or repairs to private owned utilities are not the installer's responsibility if private utilities are not located. Installer down time due project delays caused by any non-located private utilities could result in back charges. If damage to utilities(public or private) is un-avoidable during the installation,another installation site or re- location of the utilities may be necessary to continue. This Quote shall not become a binding contract until signed and delivered by both Customer and Miracle Recreation Equipment Company ("Miracle"). Sales Representative is not authorized to sign this Quote on behalf of Miracle or Customer,and signed Quotes cannot be accepted from Sales Representative. To submit this offer,please sign below and forward a complete signed copy of this Quote directly to"Miracle Sales Administration"via fax(417)235-3551 or email:orders@miraclerec.com. Upon acceptance,Miracle will return a fully-signed copy of the Quote to Customer(with copy to Sales Representative)via fax or email. THIS QUOTE IS LIMITED TO AND GOVERNED BY THE TERMS CONTAINED HEREIN. Miracle objects to any other terms proposed by Customer,in writing or otherwise,as material alterations,and all such proposed terms shall be void. Customer authorizes Miracle to ship the Equipment and agrees to pay Miracle the total amount specified. Shipping terms are FOB the place of shipment via common carrier designated by Miracle. Payment terms are Net-30 days from invoice date with approved credit and all charges are due and payable in full at PO Box 734154, Dallas,TX 75373-4154,unless notified otherwise by Miracle in writing. Customer agrees to pay all additional service charges for past due invoices. Customer must provide proper tax exemption certificates to Miracle,and shall promptly pay and discharge all otherwise applicable taxes, license fees,levies and other impositions on the Equipment at its own expense. Purchase orders and payments should be made to the order of Miracle Recreation Equipment Company. Quote Number: R0098222170 Quote Date: 9/21/2022 Equipment: $83,079.00 Grand Total: $105,525.65 CUSTOMER HEREBY SUBMITS ITS OFFER TO PURCHASE THE EQUIPMENT ACCORDING TO THE TERMS STATED IN THIS QUOTE AND SUBJECT TO FINAL APPROVAL BY MIRACLE. Submitted By Printed Name and Title Date THE FOREGOING QUOTE AND OFFER ARE HEREBY APPROVED AND ACCEPTED BY MIRACLE RECREATION EQUIPMENT By: Date: ADDITIONAL TERMS&CONDITIONS OF SALE 1. Use&Maintenance. Customer agrees to regularly inspect and maintain the Equipment,and to provide,inspect and maintain appropriate safety surfacing under and around the Equipment,in accordance with Miracle's product literature and the most current Consumer Product Safety Commission Handbook for Public Playground Safety. 9/22/2022 Page 3 of 4 QUOTE: R0098222170 2. Default,Remedies&Delinquency Charges. Customer's failure to pay any invoice when due,or its failure to otherwise comply with the terms of this Quote,shall constitute a default under all unsatisfied invoices("Event of Default"). Upon an Event of Default,Miracle shall have all remedies available to it at law or equity, including,without limitation,all remedies afforded a secured creditor under the Uniform Commercial Code. Customer agrees to assist and cooperate with Miracle to accomplish its filing and enforcement of mechanic's or other liens with respect to the Equipment or its location or its repossession of the Equipment,and Customer expressly waives all rights to possess the Equipment after an Event of Default. All remedies are cumulative and not alternative,and no exercise by Miracle of a remedy will prohibit or waive the exercise of any other remedy. Customer shall pay all reasonable attorneys fees plus any costs of collection incurred by Miracle in enforcing its rights hereunder. Subject to any limitations under law, Customer shall pay to Miracle as liquidated damages,and not as a penalty,an amount equal to 1.5%per month of any payment that is delinquent in such month and is not received by Miracle within ten(10)days after the date on which due. 3. Limitation of Warranty/Indemnity. MIRACLE MAKES NO EQUIPMENT WARRANTIES EXCEPT FOR THOSE STANDARD WARRANTIES ISSUED WITH THE EQUIPMENT,WHICH ARE INCORPORATED HEREIN BY THIS REFERENCE. MIRACLE SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE AND ANY LIABILITY FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES. CUSTOMER AGREES TO DEFEND,INDEMNIFY AND SAVE MIRACLE HARMLESS FROM ALL CLAIMS OF ANY KIND FOR DAMAGES OF ANY KIND ARISING OUT OF CUSTOMERS ALTERATION OF THE EQUIPMENT,ITS FAILURE TO MAINTAIN THE EQUIPMENT,ITS FAILURE TO PROPERLY SUPERVISE EQUIPMENT USE,OR ITS FAILURE TO PROVIDE AND MAINTAIN APPROPRIATE TYPES AND DEPTHS OF SAFETY SURFACING BENEATH AND AROUND THE EQUIPMENT IN ACCORDANCE WITH MIRACLES INSTALLATION AND OWNERS MANUALS AND THE MOST CURRENT CONSUMER PRODUCT SAFETY COMMISSION HANDBOOK FOR PUBLIC PLAYGROUND SAFETY. 4. Restrictions. Until all amounts due hereunder are paid in full,Customer shall not:(i)permit the Equipment to be levied upon or attached under any legal process;(ii)transfer title to the Equipment or any of Customer's rights therein;or(iii) remove or permit the removal of the Equipment to any location not specified in this Quote. 5. Purchase Money Security Interest. Customer hereby grants,pledges and assigns to Miracle,and Miracle hereby reserves a purchase money security interest in,the Equipment in order to secure the payment and performance in full of all of Customer's obligations hereunder. Customer agrees that Miracle may file one or more financing statements,in order to allow it to perfect,acquire and maintain a superior security interest in the Equipment. 6. Choice of Law and Jurisdiction. All agreements between Customer and Miracle shall be interpreted,and the parties'obligations shall be governed,by the laws of the State of Missouri without reference to its choice of law provisions. Customer hereby consents to the personal jurisdiction of the state and federal courts located in the city and county of St. Louis,Missouri. 7. Title;Risk of Loss;Insurance. Miracle Retains full title to all Equipment until full payment is received by Miracle. Customer assumes all risk of loss or destruction of or damage to the Equipment by reason of theft,fire,water,or any other cause,and the occurrence of any such casualty shall not relieve the Customer from its obligations hereunder and under any invoices. Until all amounts due hereunder are paid in full,Customer shall insure the Equipment against all such losses and casualties. 8. Waiver; Invalidity. Miracle may waive a default hereunder,or under any invoice or other agreement between Customer and Miracle,or cure such a default at Customer's expense,but shall have no obligation to do either. No waiver shall be deemed to have taken place unless it is in writing, signed by Miracle. Any one waiver shall not constitute a waiver of other defaults or the same kind of default at another time,or a forfeiture of any rights provided to Miracle hereunder or under any invoice. The invalidity of any portion of this Quote shall not affect the force and effect of the remaining valid portions hereof. 9. Entire Agreement;Amendment;Binding Nature. This fully-executed Quote,as supplemented by Change Orders and invoices containing exact amounts of estimates provided herein,constitutes the complete and exclusive agreement between the parties. A Change Order is a written instrument signed by the Customer and Miracle stating their agreement as to any amendment in the terms of this Quote. Customer acknowledges that Change Orders may result in delays and additional costs. The parties agree that all Change Orders shall include appropriate adjustments in price and time frames relating to any requested amendments. Upon full execution,this Quote shall be binding upon and inure to the benefit of the parties and their successors and assigns. 10. Counterparts;Electronic Transmission. This Quote,any invoice,and any other agreement between the parties,may be executed in counterparts,each of which shall constitute an original. The facsimile or other electronic transmission of any signed original document and retransmission of any signed facsimile or other electronic transmission shall be the same as the transmission of an original. At the request of either party,the parties will confirm facsimile or other electronically transmitted signatures by signing an original document. Rev E 021815 9/22/2022 Page 4 of 4 QUOTE: R0098222170 -o d'1i