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LO 230.0 0 l00.000VC 0 0 START=12+20.39 N ffi~ END=13+20.39 ~ 10 I ..N 5("') GRADE IN=8.20% w_ zN GRADE OUT=4.12% 220.0 ~OO ~LO TYPE 1 CB RIM=232.0 IE=229.5 210.0 "(0 (0 ..(0 ..(0 fil~ ~a.. ~a.. ~~ is ~~ ~2 w:2 ~:2 i'i 200.0 <D ~ SJ 0 190.0 en w 0:: ii: X w 180.0 230, 100.01OOVC START=9+l68.47 END=10+168.47 GRADE IN=2!.37% GRADE OUT=8l.20% 220. 200.000VC START=7+01,12 .: END-9+01.12 GRADE IN=11.85% GRADE OUT=2.37% -- 2.~ 210. SiD SO - 0- TYPE 1 CB RIM=210.0 IE=207.5 200. ~/ /5 sO -- ~ 190. sO SO/ ............... --- --- 180. / 0 0 c + <~ o .... It ~ 11I(1) o 0 z ... 11I0 0::0 ~6 ~ gl en 7 OF , I l- e C-2 , (; P- tJ TYPE 1 CB RIM=184.5 IE=182.0 / 170. 170.0 Q 0:: 0:: D. ~ m ~ III ~ o (I) - Q / 160. 160.0 150.000VC START=1+50.58 END=3+00.58 GRADE IN=5.21% GRADE OUT=11.85% / TYPE 1 CB RIM=157.5 IE=155.0 150. 150.0 100.000VC START=0+25.33 END=1+25.33 GRADE IN=-1.36% GRADE OUT=5.21% / 140, 140.0 TYPE 1 CB RIM=138.0 IE=135.5 TYPE 1 CB RIM=133.5 IE=131.0 -1.36% III ~ I: .... 130. 0+00 130.0 1+00 SHEET: 2+00 3+00 4+00 5+00 6+00 7+00 10+00 8+00 9+00 11+00 12+00 13+00 14+00 ROAD PROFILE LAWRENCE ROAD SCALE: 1" = 50' HORIZ., 1" = 10' VERT. Addendum No.1 Planned Rural Residential Development And Golf Course Preservation Plan Revised Road and Utility Plans ,,'" '" " " ""TYPE 1 ~ "'" ,,"" "'" ~ \ UJ Z - -' J: ~ ~ \ \ \ ,,'" '" "" - -- " , 'Gs-z .......... ............. " ........... .... - I 13jOO 15tO 14+00 I 16tO HiOO 18jOO 1,00 20rO 21jOO 22iOO 23+00 I I I 100.000VC START=23+22.82 END=24+22.82 GRADE 'N=4.64% GRADE OUT=1.87% 24+00 I 25jOO 26+00 F- -300.0 1.87% 100.000VC START=14+10.15 END=15+10.15 GRADE IN=4.12% GRADE OUT=-1.51% - 200.000VC START=19+49.01 END=21 +49.01 GRADE IN=8.39% GRADE OUT=4.64% TYPE 1 CB RIM=291.5 IE=289.0 STATION 20+19.74 INTERSECTION ERNST lANE TYPE 1 CB RIM=279.5 IE=2n.0 100.000VC START=15+51.42 END=16+51.42 GRADE IN=-1.51% GRADE OUT=8.39% TYPE 1 CB RIM=260.5 fE=258.0 ~ -1.51% TYPE 1 CB RIM=240.5 IE=238.0 100.000VC START=12+20.39 END=13+20.39 GRADE IN=8.20% GRADE OUT=4.12% TYPE 1 CB RIM=232.0 IE=229.5 ROAD PROFILE LAWRENCE ROAD SCALE: 1" = 50' HORIZ., 1" = 10'VERT. z~ C> 20' ~ I <""') OZ 00 0'\ ~ 100' 1-- I ~~ ..... ~ Zlll .g (1.) _III E ~ XZ ~ C'I cn8 C> C'I C1) ~ . ,...... :::s en ..... ~ ~ = 0 ~ C1.) ~ C> ~ C> ~ - -290.0 -280.0 -270.0 -260.0 -250.0 -240.0 -230.0 -220.0 -210.0 ~ Addendum No.1 Planned Rural Residential Development And Golf Course Preservation Plan Revised Road and Utility Plans LO o o 0 ~ffi~ vml ~('t) w~ ZC\I ~CX) ~LO fii m m.. m ~ m ~a..~a..W~~~ ~~~~~~I~ <0 e (J) ~ o en UJ cr: 0: ~ Q 0:: It: D. ~ m ~ ~ o u U) - Q o o + Of' .(N i ~ 11I(1) U 0 Z l- 11I0 1::0 ~ + j~ ~ p~ SHEET: 8 OF C-3 { r " f. \ ----- - GRAPHIC SCALES ,- ---- -- --- -- --" =\~ --- --- Z ~ <:> ---- - ---- 10' 0' 10' 20' .--l --- -- - -- - ("'t") ---- ~ I I --- 0 Z 00 -- 0'\ -- SCALE: 1" = 10'-0" .. -- --. - --- .--- 50' 0' 50' 100' I- - ~ ~ I I ~ ~ -- ~ ----- -- .... N 170 24' 53.85"E SCALE: 111 = 50'-0" = ~ - - -435:964 -- III ~ Z ------ III ~ -- --- - - ~ --- :c z ~ ~ s: (I) - ~ C"'I )>- <U ...., ~ ."" . .... (') = .J: fZ) '" .... r- ~ ~ - ~ Z ~ m. ~ ./"" ~ /' ~ -- L-- - - -- C> ---- -- -- ~ - - <:=> - ---- -q- - ---- - __ I ___ ---- -------- -I - - - ....--'" / / ' '-./ - - - - - - ~ -+ - /---- CATQ:IBASI - --I ,--- - ROAD PlAN - I - -- . "" "- ~~~~=N~E ROAD ~ --- ---- - - ---- - ---- - - -- ~ - -- ---- ---7 LO o o ~ ~ e!~ ~oo o .r wT- lD I ~(\') ZC\I ~lO 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+94 300.0 100.000VC START=28+58.59 END=29+58.59 GRADE IN=-1.95% GRADE OUT=-1.01% 100.000VC START=30+67.10 END=31 +67.10 GRADE IN=-1.01% GRADE OUT=-6.11 % 100.000VC START=32+22.24 END=33+22.24 GRADE IN=-6.11 % GRADE OUT=4.73% 290.0 i:i m m.. OJ Q OJ ~a."D.~~~~ ~~I~~~I~ ~ - -1.95% ~5+39. 39.87 ~=1.87 0 )UT=-1 95% ~ ~ -1.01% - 280.0 CD o a; ~ It) o rtJ W 0:: ii: ~ ROAD PROFILE LAWRENCE ROAD SCALE: 1" = 50' HORIZ., 1" = 10' VERT. Q It: It: D. ~ m ~ ~ U (I) ... Q o ... Q + .cC... O(W) It: 0 III J- Uo Zo III + 1::" ~~ ~ (I) ~ SHEET: Addendum No.1 Planned Rural Residential Development And Golf Course Preservation Plan Revised Road and Utility Plans OF g.; ? ~ w , C-4 f I I I / I I GRAPHIC SCALES I , I \ \ \ ( Z~ c:> 10' O' 10' 20' ~ ~ \ I ("") / , I I \ \ OZ 00 SCALE: 1" = 10'.0" 0\ f , I I I \ 50' O' 50' 100' 1-- ~ I , I ~ I I ,,0:: I I .... SCALE: 1" = 50'.0" ~ Zlll ...11I ~ t-4 ::r:Z eel ~ (1)8 C> ~ C1.) ~ . ..... :::s Co'-) .... ~ === = 0 ~ ~ c:> ~ C> f ~ I 1 / ~ 1 , ROAD PLAN ~ SCALE: 1 It = 50' N 290. 290.0 190. 250.0 280. 280.0 f1" ~ f1" 270. 270.0 Lt) 0 0 0 ~ ii.~ q- III I ..N ~('t) 260. 260.0 lU-......;. zN ~CX) ~LO 250. ~ ",., ~ 240.0 'al al .al ..al Ic..ic..~~~~ ~~~~5~1::E 240. 220. 220.0 <0 e ~ o 230. 230.0 f1" ~ f1" ROAD PROFILE SCALE: 1" = 50' HORIZ., 1" = 10' VERT. Addendum No.1 Planned Rural Residential Development And Golf Course Preservation Plan Revised Road and Utility Plans CD Q It) It: Q + It: -< 0 a. t .. 0 ~ z It 0 m III I- ~ ~ (I) 0 It: (I) III III 0 III ::E ~ U + III ~ 0 U (I) . ~ - ~ Q PI en ~ 1'" t: t- , ,. SHEET: "- OF "" C~5 210. 210.0 200. 200.0 190.0 100.000VC START=8+86.22 END=9+86.22 GRADE IN=-12.05% GRADE OUT=1.38% 180. 180.0 150.J 0+00 I I I 1+00 I I I 2+00 I I I 3+00 I 41 I I I 5+00 I Joo 1.3 0 "'" 70.0 W W I 71 I I 8+L I I Joo 10100 I 1-:-150.0 11+00 170. )-- /' \ \ ~ ~'-/ . \ TYPE 1 ~B ; ~~\ \.-/' \ )RI~=89.0 "'- ~-"- E-86.5 ~ ~" TYP!ca W- _____ 'tJ RIM=7 .~ ~ -" \ IE=73.5 - - ~ 't ___ l=242.729, R=400.000 ~ ___ A=34.7684 '-~ --- -- ----- -- --- ~ ~ ~ \ ---- ~/' -- ---- ----- ./ .-\ / -V)Y -- w -/7 - // "-- -- -- -- - --- --- --- - - --- --- --- --- --- " / .-/' ./ -- -- ~--~ _ .--J PLAN ~~~1?=N50~OAD ~ 140. 130. 120. 110. 100. ~Vlr- / / / Or ---\ \ - - --- 100.000VC START=4+63.83 END=5+63.83 GRADE IN=1.25% GRADE OUT=3.85% 90. 80. TYPE 1 CB RIM=76.0 IE=73.5 12S% --- so - -- -- so so so 70. 0+00 1+00 2+00 3+00 4+00 so 5+00 PROFILE HUTSON ROAD SCALE: 1" = 50' HORtZ., 1" = 1 0' VERT. / ) / / ( ( J I I // \ \ ) \\\ \ ~ .L I I / / / \ / 1// / I I ~ / I ( f l I \ " \ ~ '" "" \ \ c '" \ \ \ '\ \ \ " '\ '\ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / ./ \ <e-- '"\ '" '" "- "'" "" ( \r\... ~I . 140.0 130.0 120.0 100.000VC START=8+50.35 END=9+50.35 GRADE IN=8.41% GRJADE OUT=2.42% 110.0 100.000VC START=7+24.72 END=8+24.72 GRADE IN=3.85% GRADE OUT=8.41% 100.0 sc 0.0 3.85% -=-- --so- so- TYPE 1 CB RIM=101.5 IE=99.0 0.0 70.0 6+00 7+00 8+00 9+00 GRAPHIC SCALES 1a a 1a ~ I SCALE: 111 = 101.0" 50' O' 50' ~ ! SCALE: 1" = 50'.0" Addendum No.1 Planned Rural Residential Development And Golf Course Preservation Plan Revised Road and Utility Plans 20' I 100' I Z(9 OZ 1-- (90:: Zlll ....11I :cz (1)8 Lt') o o 0 ~~T- oq-lH. ^-. ~ ('t) w~ZC\l ~ ex) ~ Lt') <::> ~ ~ 00 0"\ ~ ... = .g o s e ~ C"'I c:> (':t 9 .- = CZ) ... ~ ~ = o ~ ~ C> ~ ~ fii al al.. al ~ al ~n.ln.~~~~ ~~~~~~I~ o o Q + -(0 0..... It: 0 Z J- 00 U)O J- + =>>0 X · ~ (I) C It It: D. ~ III ~ ~ U U) .... Q w FE ... SHEET: OF C~ # ag ~ t:J t--...., ~ ~ ~ C ~ a:: ~ --1---___- 1 .............. --- -- -1- - - -- --- - -rr- ~ 140 _ - __ '-........ -- -- ........... .............. I 1'........... '" _1- - - - - --........ --........1 ....................- --j------ --...................... '""",,- I ~ -....... -....... ........... -- '-........ --- ..... --- -- - ~ -- ::-s _ _ s_ _ -===- -s- --=-::::...s __ __ ~ ~ _ ___ _ -.:::-- s -- - _ ___ ~ - --s -- ~ -- ~s -- -- ~-8- - -....... --- s - -....... ~ -S- -------- --s ~ --.." ---- ----- ......... - - - --- ........... ............... ---. ""'--- ----- J _ _ _ .............. I --- --.--- -r - ---.. ~ --- /"" I ,/ 1- -- - - ~,....,.. -- - / ----- ...--- ---- ...--- 1 - - - r ---- ---- --- ---- --- - - ----- --- - - ---- I ---- ---- - - - -1-- ----- /' GRAPHIC SCALES ---- ---- -- z~ oz 1-- t!)1t Zlll _III xz Ul8 c:> ~ ~ 00 0"\ 1~ O' 1~ ~ , SCALE: 1" = 10'-0" 20' I --- --- - ------- - - -1: ~-- --- --- ----- ___L ( ~ ---=- -=- .... /------ ---;/ -- = = / ...--- - - l/' / 9.121/~ J (I I / ti // o. Llj- // 7 86, =2~0.0~9 - -- 17. 91 I r _ ~ ~ JI /~ I -- .31Jw /- .-_ 1"'1 QZ~ ~ I,ll I If =19s.J1 I Ir - - --- 1--1' /' I I f '-- .../ ./" /' r /;, ~ JI "- - / tJ I I '\ I { I II?~ II ~I 0 / I I / './ J ~. J \, - ~ -- 50' O' 50' ~ I SCALE: 1" = 50'-0" ...___-r--- -- - ------- ~ --- --- - - - - - - - - ~--- -- 100' I -- -- -- --- - - _ ---1----- L-- .., = -@ o e e t:Q ~ C> ~ 8 -- = ~ .., ~ ~ 5 ~ CL> ~ C> """" C> ~ --- --- -- --- ---- -- ---- - -- --- - ...-- -- - - s s s s --- --- - - ,-.-. ....... - -- ...-- / /"" 130 --- ------------........~-- - ----- - - - - ~ -- - -- -- --- .............. - - --- - --- -....... - -- --- --- -....... -- - --- --........ - - ------------~ --........ - --- ---- --- -- .............. --- /' -....... -- -- ---- ------ -....... --- --- ---- --- -- --- --. -- -- -- --........ --- --- ---- ---- -- -....... - -- --- --- --- -- --- --- --- '- - - - -- - -- -- -- -- ~ -- --- -- --- - -- -....... --- -- - --- ........-.. -- -- --..... --- --- -- --- .............. -- -- -- --- -- -- --- .............. '" --- -- '-------------..... - - -- --- --- -- -....... -....... --- --- -- -- ........... " " "- " -- --- --- --- -- -............ "-.... --- -- -....... ------- - -- - --- --- ............. ---- -- - --- ~ '-...... "" "'" "'" "'" "'" '" "--- -....... -- - ~ '-........ 14+00lm \vPE 1 CB RIM=f08:&- -- =~.5 --- -- --- -............ ./" ---- "'" -....... " '- .......... "" --\-- --, , ........... '-.......- " '" "-.. - -- ~ '-........ "-.... '-........ lO o o ~ ~ ~N ~CO ~ '" '" -..;;;::: --- --.. o !fiT- ID I ~('t) zC\I ~lO ~ '" " l=94.510. ;=660.480 A=8.1986\ \ --- - - -- -- -: -1\ --- /---" PLAN HUTSON ROAD SCALE: 1" = 50' -- / ~ om CD .m om Ic....c..fij~~~ ~~I~i~l~ 100.000VC START=11 +56.56 END=12+56.56 GRADE IN=2.42% 100.000VC START=16+10.83 ENO=17+10.83 GRADE IN=2.47% GRADE OUT=7.99% 100.000VC ST ART=8+50.35 END=9+50.35 GRADE INo:8.41% GRADE OUTo:2.42% o o + Co <N ~ e Zo 00 ~ + :JO X.... . ~ (Ij 100.000VC START=12+99.98 ENO=13+99.98 GRADE IN=-1.38% GRADE OUTo:2.47% 120.0 - Q It 0:: a.. ~ ID ~ ~ U en ... Q - -- - so 100.000VC 'ART=7+24.72 ENO-8+24.72 ,DE IN=3.85% E OUT -8.41% S l- -1.38% - - 110.0 TYPE 1 CB RIM=116.0 IE=113.5 so so - so TYPE 1 CB RIM=111.0 IE=108.5 so SO so so so SO so - so - be ,\010 f>. SO SO~ TYPE 1 CB RIM=105.0 IE=102.5 100.0 TYPE 1 CB RIM=108.0 IE=105.5 TYPE 1 CB RIMo:102.0 IE=99.5 0.0 L # - Page 8+00 9+00 10+00 11+00 12+00 13+00 liJ ~ SHEET: 14+00 15+00 16+00 17+00 18+00 19+00 20+00 PROFILE HUTSON ROAD SCALE: 1" = 50' HORIZ., 1" = 10' VERT. , " \.... 'n__' OF '?".. Addendum No.1 Planned Rural Residential Development And Golf Course Preservation Plan Revised Road and Utility Plans c-, MATCH LINE , -- GRAPHIC SCALES r TYPE 1 CB --- - I ---....... --~:s~ ____ ____ ---- -- i_-=- -=- -=- - - -/- --- -......... ......... --- -- --f - - - - --.... '---.. . 20+86.25 ..-... --- L " ""- C __ """'TYPE1CB ___ - - - - - - - _ ........... ~ RI~~ I S3005'11.19-=- _ _ ~ ---....... __ ..........." ___ .----tE-150.5 3.986 - 0) , __ __ __ '-, ___ "'- T\"PE'l"'C ...........- -....... -- - RIM=155.0 _ - ___ OSl ~ __ ____ 1E"=1'5N -- Y ""- - FIRE Hw~T - - __ --- /"- - --- -- - - - -1- - - '---.. - 1- ------..-----~ ~ I ~~ '" -1- - / _____ ___ "" ~ -- -J _./ ___-- ---- __ "" '--- ___ I -- -- -- - "" "-.. , - ~"'-',- -- - I ~ '" - - - ~ - ~. 0' 10' ': 34+..04 44- - - - - . ",-" - - - ___~ I ~=1~7.902, R=45~OOO-.... SCALE: 1" = 10'-0" A=t88.3n8 - so' O' 50' - - --~ I - -/ __ SCALE: 1't = 50'-0" ---- I -.- ./ 1 /" -1-/ /" /" -- ---- -- --- /" -- - --- -- -- / -- - -- -- / - ..".., ..-... I -- - -- '- ~ ...-- --- - ~ ....... ---- /' TYPE 1 CB 1- FiRE HYDRANt- _ _ ".,...., ~IM=158.5-l- - - --- - ,/" IE=$.O ~ --- ~ - ~ - - --- -- -- -'- I --- - - -- -- -- --- -- - - - -- -- L=1.4Z-216;-R=ff~ __ - .1.=75.742- --- -- --- -- -..........::..- - -- -- :-- --505 ~o --- --- ~035.917 .1.~03----.- -- --- - --- -- --::. - -- --- - -- - - - ~ - -- - L=36.0r0: R=250.000 --- Ao=&2 4 --- --- --- - -~1. -- .1.=14.9377 -- - - -- - -- --- - -- --- -- - --- ~ - --- ......... --- -- --- - --.... ~ ........ ..--- --- -- --- -- -------- -- -- --- - -- -- -- - - - - - -- -- -- -- -- -- -- - --- -- --- .- -- - -- - -- -- -- - ---- -- - 20+00 23+00 26+00 21+00 22+00 27+00 28+00 29+00 33+00 32+00 34+00 30+00 31+00 35+00 180. 100.000VC START=27+18.73 END=28+18.73 GRADE IN=4.720/0 GRADE OUT=-5.770/0 1 .OOOVC START=30+03.19 END=31+03.19 GRADE IN=1.390/0 GRADE OUT=10.110/0 100.000VC ST ART=28+25.08 END=29+25.08 GRADE IN=-5.n% GRADE OUT=1.39% 2.920f0 170. START=21 +45.36 END=23+45.36 GRADE IN=7.99% GRADE OUT=-1.03% 160. ~ so 100.000V'C START=31 +32.$5 ENO=32+32.555 GRADE IN::::10.11c% GRADE OUT=-9.11 c% TYPE 1 CB RIM=154.5 lE=152.0 100.000VC START=33+50.26 END=34+50.26 GRADE IN=-9.11% GRADE OUT=2.92% so so SO so 150. TYPE 1 CB RIM::::155.0 IE=152.5 100.000VC START=25+76.69 END=26+76.69 GRADE IN=-1.03% GRADE OUT=4.720/0 TYPE 1 CB RIM::::158.5 IE=156.0 TYPE 1 CB RIM=153.0 IE=150.5 140. 130. 120. PROFILE HUTSON ROAD SCALE: 1" = 50' HORIZ., 1":; 10' VERT. Addendum No.1 Planned Rural Residential Development And Golf Course Preservation Plan Revised Road and Utility Plans 35+81 180.0 70.0 160.0 150.0 40.0 30.0 120.0 20' I 100' I lO o o ~ V wN ~cx; ZCJ OZ 1-- (91:: Zlll _III :cZ m8 o Q! w~ CD I ~M ZC\I Ql.O C> ~ ("f"') 00 0"\ ~ ... ~ (1) S (1) ..... ~ C"l C> C"'I ~ -- = en ... ~ ~ d o d (1) ~ <:> '""'" c:> ~ i ~ .. ~ ~ ~ i ~ ~~I~~:E~:E Q It: It: D. ~ m ~ ~ U U) - Q ~ SHEET: ... CD + o It) .(P) i ~ ZO 00 (I) + 1-0 IN :c . ~ ag U) OF c.a ~ ~ ~ ~ ~ W C t=J~ ~ " -- \ \ \""",, ~~~ . -. " '- \\\ "'''" \ ) \' \ ~ \ " "~'-- / \ \\ \" . \ \ \ '... ........ ........1 1 \ \" ~ / \ \ '... '" \. ~ -J \ \ \ ~ ~ \ \ \ \ \ ~~ ) \ \ - \ \ ---- \ \ '\ \ \ \ \ -- -- ~ PLAN ~~~~~~~SEMENT ~ GRAPHIC SCALES Z~~ OZg;: I-"'~ ~ It: s:f ZIII~ 1.1 s ...... e XZ~ U)-~ ~ .~ =:s CJ".) ..... ~ = o ~ ~ <=> ~ <=> ~ 10' O' 10' 20' ~ l I SCALE: 1lt = 10'-0" 50' O' 50' 100' ~ I I SCALE: 1" = 50'-0" Lt) o o 0 ~~~ V:icJ, ..N ~C\I ~ "'"' lD cOO ~LO ~m m .m..[Q ~Q."a.a~~~ ~~I~~~~~ It: 0 0 Q Q U) .... It It: + It It: en D- O ~ 0 U ?- m ~ 0 ~ 0 .... ~ .... + - 0 I- 0 LOG ITEM U :J . #t= (I) ~ .. I- age. ~ oUL._ Q ~ fI) Q c::::ll III C-:' III W c::::::3 = i::= t= ~ ;;;::;:: ~~ :=:;:I SHEET: ~ c::::::) c:.-,.:) OF " .~ w ;;;:::;: c::;:) C) c;.,..-:) c:x= C-g ~ '-'-' L..4- ~ L..I...I ~ ~ Addendum No.1 Planned Rural Residential Development And Golf Course Preservation. Plan Revised Road and Utility Plans I I. -- . --- /' / - --------,.., \ " "....-I / /' //.,// /."..",/ / / /' -- . '\ .-.+.-' / / ./ /' / / /' ~.-._.---- ~)// / // .// // // ~~~ .// ------------ ---- ~ '" \ "', I / I / /' -/ . - . - . - . - //' /' - - ---- ~ '" \' - ) / ,./ / -- /- . _ . ~ . / / / / . > .Y ,/ /' ____ ---- - '" '" . _ . >...:....- . ____ / I .~~_..//./ /'~/ / / /'~ ~/ ~------ ------ "'", '" '-..'-.. ____--------- / I / / -- / /' /'~ /' ----- - '" '" '-.. ---- / I ./ /./ / /' /" ------ '" "'" ~ ~---- / / / I ---- - / /' /' ".... "", ~'" ~ I / / ---- /' / /'/' / "" "-. '" ~~ / / I' ( / /' /' ,./'1 / " '" '" .../ ~ I / I I / /./ /' -</' I " '" ~-_-- / / / / I / / /./ /~~I I I " '" /'/ / /) / / / //" I I .......'~'....-. ------........ " '" /' I / I I / / / /' /. /! J J /1 ....... . ---- ~. - . - . :-7 '-\ \. ....... '-.. \ '" _ . - ..:::"C =- . - J / ( I / / I / / / \ / y / ./ ----. ;;;; --." . ::-~.; - - .... - - ~,'-.. ~ \ '" _ . -;.::::; - ; "/ . 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PLAN BONNIE LANE SCALE: 1" = 50' ~ 50.aoove 5TART=0+26.35 END=O+ 76.35 GRADE IN=-1.56% GRADE OUT=-4.79% .0+00 120. 0+92 120.0 0+00 120. 5+00 5+34 120.0 1+00 2+00 3+00 4+00 -1.560 100.000ve 5TART=O+42.97 END=1+42.97 GRADE IN=-1.34% GRADE OUT=1.26% 100.000ve START=1+98.47 EN 0=2+98.47 GRAOE IN=1.26% GRADE OUT=-2.04% 110. :::4.7. 110.0 10.0 110. -4.Q1%. _ - 100. 0+00 00.0 0+92 100. 0+00 1+00 4+00 100.0 5+00 5+34 2+00 3+00 GRAPHIC SCALES 1a a 1a ~ I SCALE: 1" = 10'-0" 50' O' 50' ~ I SCALE: 1" = 50'-0" PROFILE BONNIE LANE ENTRANCE SCALE: 1" = 50' HORIZ., 1" = 10' VERT. PROFILE BONNIE LANE SCALE: 1" = 50' HORIZ., 1" = 10' VERT. Addendum No.1 Planned Rural Residential Development And Golf Course Preservation Plan Revised Road and Utility Plans Z0~ OZ~ I-"~ 01: Zlll ..III :cZ mt; 20' I 100' I ~ ... = o "5 ~ ~ 8 C"l <l.) ...- .5 en ... ~ = S cc::s ~ c::> ~ ~ . co OJ.. OJ .. OJ ~Q.iQ.~~~~ ~::Ei~~~~~ III III j 5 !!!&: z · ~ j ma.. w "" I: SHEET: OF C~10 ac .. 60.0. R-O-W -' 2.0'r~ · 2" . IS ~ 12.0' 2" - I 3.0' 1 SHOULDER ~" ~~ .~ ~. ');. 3- CLASS -B- ASPHAlT 6- BASE COURSE COMPACTED NATIVE SOil CROSS-SECTION TYPICAL CROWNED ROAD SCALE: 111= S' 60.0' R-O-W 4.0' SHOULDER 10.0' 4.0' TRAVEL I 1 SHOULDER 4" ~ ., u. ');. r 10.0' TRAVEL 4" - 2" 3- CLASS -8- ASPHALT 6- BASE COURSE COMPACTED NATIVE SOil CROSS-SECTION TYPICAL MONOSLOPE ROAD SCALE: 1"= 5' 1.0' 20.0' TRAIL 18.0. TRAIL MEANDER 7.0' TRAIL 1.0' 60.0' R-O-W 3.0' SHOULDER 3- CLASS -B- ASPHALT 6- BASE COURSE COMPACTED NATIVE SOIL CROSS-SECTION TYPICAL MONOSLOPE ROAD WITH TRAIL SCALE: 1"= 5' 40.0' R-O-W 3.0' SHOULDER 6- CRUSHED ROCK COMPACTED NATIVE SOIL CROSS-SECTION EMERGENCY CONNECTOR ROAD SCALE: 1"= 5' Addendum No.1 Planned Rural Residential Development And Golf Course Preservation Plan Revised Road and Utility Plans z ~~ 0"\ o Z~ I- .... =- kft It: I \iilZ III J3 1.1 ~ _ MIl C"'-l :I: Z jj en is ~ <C Z J IIJ~ L() o o 0 ~ffi~ ....ml ..... ::E M .. N ~ C\I ECOqlC) ..m m .m oal IQ.~Q.~~~~ ~~~~~~I:E Q It It IL ~ II ~ III > o u en ... Q (I) .J .... ~ III Q c .( o IX ~ .... SHEET: OF e-II TOOlED Snvn R SICtWAIJ( CAST GRATE FRAME INTO TOP RISER I- ~ 34" '-sa: HOlE BELOW ., ~ Q 0 ~ w a: ~ . ... (0 .4 .. 4 4 . (:) _I N ~ ~ 'tP . . 17 'tP .4 TnnI II'n eoW'I'D.&t"!'I'ION .JOINT b ('f) TYPE 1 P CA TCHBASIN NOTES: 1. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WIRE MESH SHALL NOT BE PLACED IN KNOCKOUTS. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 16". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2-1/2" MAXIMUM. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL BE 5 FEET. 4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN, OR CAST INTO ADJUSTMENT SECTION. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS MAY BE SLOPED AT A RATE OF 1 :24 OR STEEPER. 6. OPENINGS SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. FRAME AND GRATE TO BE RATED FOR HS-20 LOADING. J ~ Hal[: TOOlED .10M DIYEHSItM IMY Wki SUGHT\.Y FRClU 1HOSE SHOWN TO suer STNCMI) . DEEP err CROCMHC 1OOLS. WAX. SPACNJ . SIOElIIAUt .oTH ~I DETAIL STORM WATER INLET C1.3 C1.4 NOT TO SCALE I~ SECTION TYPICAL NEW CB TYPE 1 P SCALE: NONE . ." ." , . THlCK lASE 1'0 851 lMORATORY' UAXII.tUM 0ENSI1Y 30" 1 O'..()" INLET Flow Control Wall Aluminum swirl chamber 6" Concrete Typ Aluminum angle flange with neoprene gasket. . :....~.....:...~4.~. . ~~....~ ....~.~ "4~ ~. . ....~:. ',' '4.:' . ~" 4: .,' .. 1'.10" 1'.9" 1'_9" , ,.- .... "4t', OUTLET I . .. .~ '.4 .. fct' , .. 4'..()- --.i - - ~- ~ . " . . '" .~. .. '. . o Sealant Baffle Wall DETAIL NEW VORTECNICS VAULT NOT TO SCALE C-12 Concrete reinforced 30" MH 30"MH 30"MH for HS20-44 loading ~ I r l- . I . .. "': ,.' .. ..... ,f '. 10, .'. ~~ . : ..... . . . ". . . ." ... . . " ."".. . . RISERS AS " ~. . . . ~ .... 4. . . . .. . . , . , . REQUIRED r ,0( , . - . .. Top ond sides J ~ fa. ;~ I .. , . : ' . . ' sealed to vault .. ~ Weir .. ". Butyl . Weir .. ~ ~ ru b be r ~ .0 and , .. ~. ~ . '. sealantl Orifice -< ~ .. ~ Plates .t -L ~ '-3" !!i- ~ 4' . Orifice ~ . T .. ... 1 I . . .. , .. . .4 . ... " 3'-0" 3'-0" 0 3'..()- . ." Typ : Typ . , Typ '. . . ~ , .. ~ . . 40 '" .' ,.' .' - .,' . ~ . ., *. . - " . ' '. . ' ... , . 04. . . . : -.A . ..~ ." .. :.. .' . ... ..,' .' ~ . . .... . . .. .. .. . , . , -' S~a;; (:)""'00 va;; c;""'Oc. '-'a... o~QO "a... 0....,00,"0... o....,Oo."a." o....,Oo....a." C)"Oo.......a." C;""'00 ""a." 0....,00,....0... 0""00 '-'a;; :.vOO,~i ~Ooa 6'" OOO<,OA~~OO<,O ~O...9oa o~~OQoco~~OOo<, OA~~OOaO~~oOoa OA~ 05)0<, o~~oO o<,oj\~~QO~OA~ Imum TOP OF 12" OVERFLOW RISER, MIN. 6- FROM TOP OF RISER TO BOTTOM OF FLAT-TOP, 6- PIPE 8 RESTRICTOR PLATE PIPE SUPPORT WI ~. SS EXPANSION BOLTS 6"PIPE RESTRICTOR PLATE OUTLET PIPE ~ 12" TEE PIPE SUPPORT WI ~" SS EXPANSION BOLTS L 6" compacted gravel r TOOlED Jmm R . .U')IlW..... ~ ~PANgtON .JOINT WAX. SPIiQNC · 15.25 at .~.?o. #4 RElNF. WItH ,. BARS AT .1(( _.,. E.W. 1ID-0€P1H 16"'O.C. BROOM FlMISH SEE PlAN FOR SLOPE '.. . .., ... . . . ---:-r'1F':--'"":" .. SUBGRADE COURS(. lOP .Ii.. ~AC1fJ) TO _ lAaATORr IMlCIIUU 0ENSI1Y 1VP1"....... .1rt"~N DETAIL PC CONCRETE SIDEWALK NOT TO SCALE ----- PROVIDE STANDARD SOLID LOCKING LID WITH ~- STAINLESS STEEL CAP SCREWS MAfRKED "STORM". EMeRGENCY SHEAR GATE WITH HANDLE EXTENDED TO 'TOP RUNG OF LADDER. = "' STANDARD GALVANIZED N , STEEL OR ALUMINUM - lAC)DERlSTEPS. , fo " - UNLET PIPE, SEe PLANS FOR INVERT = = = . N - = NOTE:: ALL R:ISER PIPE TO BE O.lO64 GAL VJANIZED STEEL .., .-. SECTION NEW VORTECNICS VAULT C-12 C-12 NOT TO SCALE RESTRICTOR PLATE DETAIL CONTROL MANHOLE RISEIR NOT TO SCALE Addendum No.1, Planned Rural Residential Development And Golf Course Preservation Plan Revised Road and Utility Plans z ~~ 0"\ o Z~ ~ it: i ~ tI~ X z ~~ (I) ... ~ ...... ~ ~ ~ Z~ LIJ~ 1() o o ~ ..N w........ ~CX) o m'7 1('1) G1N ~LC') SOl al..al~Ol ~Q..iQ..~~~~ m::E~::E~::EI::E c ~ ~ D. (I) ~ .J - m ~ ~ III III ~ C u c fI) # ... Q Pag -_\ ~ (: ~ ~ ~ ~ SHEET: OF C-12