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ST9302-MA 960304 /---RAD US PT. 40'R~ ' ~ ; . mn ~ ~. STA..5+77,98, 35' LT.~ ~ ~ ~~ ........ sT~-~+~.~o ~~-~ SCALE: 1" : 20' ' k ~ ~-. ~ ~10' REC. INLET~ n/ I kq , I LJ // ~ I ~~ ~ ~~ ........... -- ........ -. ,, EXISTING R.O,W. ' Z , I Z SCALE: 1' = 20' HORIZONTAL 1' = 4' VERTICAL EXISllN( TOP OF CURB RIGHT ~... ~ STING GRADE 4:i' L£FT EXISTING GRADE 65' RtG~ '_-XISllNG 16" WI TER LINE~ ~ -'-"-"-- '-'--'-- "~'~--~-- ~ ~ ~ PROPOSED 2 -*-'"' E~tS 'lt, tG 24' RCP .~,s ~--.,,[.. ,s ,.~,.,~.~ SANDY LAKE ROAD RECONST f~ .,.,..~,~. o,,,_.. ,, ,s PAVING AND DRAINAG Du~ed - mS I~o,,m - JEO IOote - MARCH 1998 SCALE: 1" = 20' 5 S1RANO BARBED W~RE FENCE 5 S'I~RAND BARBED 7+28.32 LT. {10' REC. INLET SEE LATERAL 2 RADIUS PT., 3' STA. 8+76,42, 5' LT. PROPOSED R.O.W. 5 S"~AND BARBED  EXISTING R.O.W. 8" SS ~ TO ~ R£MOV[O 36" W~. ../ RADIUS I:~., 3' R ~ ~a' ~ ~ SS ~ ~/ ~ STA. 7+18.94,'0' RT. ~  5TA' 6+07.b0 : ~ ~ ' PI BACK ~ ~ ~ ~MH ~E A ~ ~ RADIUS PT., 3' R . ~ ~ { STA. 9+77.1~'~.' ~AS [ PPT PPT ' , STA 7+29.28 RT. EXIST. GTE EASEMENT B" Wi_ / _._~__~ ~MH U~-Um<~tO' REC. INLET -- 2" Wt.. -- -- SEE LA~ 3 EXISTING R.O.W. PROPOSED CONCRETE PANEL FENCE GRADE TOP OF TOP CURB RIGHT t85.22' 21" 0 0.975~ 440' VER~( CURVE LEFT e = -2.20' RIGHT SCALE:1' = 1" g SANDY LAKE ROAD RECONSTI PA~NO .~D SCALE: 1' - 20' PILLAR & IRON BRICK WALL RICK WALL /.-'- BRICK PILLAR & IRON ROD FENCE ~ENC_.E RADIUS PT.. 25° STA. 12+95.85, 60' RT. P.T. STA. 13-e. 18.8~, 59.88' T/C - 50~`30 FENCE STA. 15+19.04. 99.5g' RT, T/C ELEV. - 505.96' MATCH EXI$~NG GUTTER 8" I E PT., 25' R EXIST. STA. 1,.3+72.78. 60' RT. -P.C. ST^. I~a;'-'6~'~2~SRT.'~- "-"-'-- P,O,O~.O R.O.W.--)' ,A,,EO ",~ ON -- I GALVANIZED PiPE I C 10" SLOPE EASMT. I 8' STOCKADE EATHER GLEN DR. 4' CHAIN 1,3+47.97. 99.,39' RT. T/C ELEV. = 503.68' MATCH EXISTING GUTTER 440' ,I, RIGHT · = -2.20' RIGHT GRADE 45' TO:' OF OP OF CURB ITICAL · - 1.49 330' 1" ~ 4' VERllCAL 8' WAI~.R UNE--~ STORM MANNHOLE EX/STING ON.LAS COUNTY, SANDY I.~E ROAD RECONSIRU¢ PAVING AND DRAINAOE PLAN & PROFILE STA 10+00 TO 15 A 'lad,-- d llldllHII Id ~mlkl, fl- mmmmmmmm P.T. STA. 17+0.3.74, 64.77' LT. ARMMAST IRADIus PT., 3' I PROPosED R.O.W L§3' LT. 51 STA. 16+67.,30, S' LT ~ STA 19 ~ STA. O' R .?>< ..12. .5 STRAND ~3ARBED I SLOPE EASEMENT~""E ri.cE, _ _ ,~AI,,E: 1' ~ 20' ~ EXJS'11NG SS ,o -I A pROPo~ o~ CUR. 8' SS / 5' SLOPE EASMT. / PROPOSED R.O.W. RADIUS PT.. 50' R- STA. 16+74.53, 65.O0' RT P.T. STA. 17+02.68, T/C ~U~V. e-1.4 .... 6" $5 PROPOSED R.O.W. STA. 17+65.55, ,, R [LEv.STA 17.+,~7.4',~. 50~.8562'65'RT EXISTING R.C RIGHT 45' LEFT 5' SLC~:~ £ASMT. CURW. -0.87' CURVE SCN..E:1" - 20' HORIZONTAL 1' - 4' VERllCAL 1.49' OF CURB LEFT Jr E~S~NG TO £~S~NG ..J' E~S~NO RCP $,~IDY I.~E ROAD R£CO~SIRUC ~1 & PROFIU~ $?~ 15+00 ?0 20 20' 10' SLOPE EASEMENT BACK OF' CURB BRICK WALL STA 24+78.80 ~.10' REC. INLET SEE LATERAL 15 EXIS11NG R.O.W. E=S~NG~R.O.W. JE PROPOSED R.O.W. '-/ T INLET STA 24+05.68, 56.00'RT ~10' S10 INLET SEE LATERAL 12 - EXISllNG R.O.W. BLDG # A R 0T40'1 B" 1000' STA 21+94.40 RT {14' REC. INLET SEE LATERAL 11 500' CURVE - -O.B7' CURVE RIGHT · - -0.87' EXIST EXlS11NG 45' LEFT. ~RADE RIGHT TOP OF OF' CURB RIGHT WATER LINE -0.500~ LEFT RIGHT SCALE:1# - 20' 1" - 4' VER'I1CAL 215.41' · RCP · RCP 0 24' RCp 498.94 SANDY LAKE ROAD RECONSTRUC' PAVING AND DRAINAGE PLAN & PI~3FILE STA 20+00 TO 25+ 25+29.68, 60.94' LT. - T/CELEV. - 506.80' MATCH E~S~NGGUI'~ RAOIUS PT.. 2.5' R STA. 25+04.33 60.00' LT, -~ ~---LANDSCAPE EASEMENT I \\\ I1', MATC~ F'XlS11NO GUTTER LANDSCAPE EASEMENT--~ WOODCREST ~ · T/¢ [LEV. - 507.24' ~ ~' STA. 25+57.06, 60.94' LT. ~.'"'""*,,~/~ T/C ~V. -~.19' " R~ PT., 2~' R MAT~ [X~NG ~R STA, ~11.~. 60.~' LT. ~ STA 25+57.1~ ~65' LT. T/C ELEV. ~.25' ~ BRI~ WALL E~S~ R O W / - .~ --~'~ % I ~ ~o ~ o. ~, STA. 25+82.14, 60.~' LT. ' ' ' ~" '~ ~-, ,-- .L- , __, I ,__ , __/, _.. _,/ ALLENCREST LN. 28+63.95, 70.00' LT. T/C ELEV. - 507.$2' MATCH EXISTING GUI'T~R STA. 28+64.01, 59.01' LT. T/C ELEV. - 507.30' PT., 25' F~ STA. 28+89.00, 60.00' LT R.O.W. (*rye.) 29+14.49 LT IRICK WALL R.O.W. .~3 MH ~.10' REC. INLET  INLET STA 25+50.52 51.71'RT ~],NLE~, 7 L' ~ ....... ~: ' :::~::: - ~ / r'" / R~US PT., 3' R / { STA. 25+94.92. 5' RT. ~ ......... 1' ' ~' P P T ,. ,~ ,,~.,,, ~ ~ o. ,.LET .o. ~ ~ ~ PT., 25' R T 5TA 27+~.~ RT RADIUS PT. 25' STA. 25+01.77 60.00' RT. 25+26.37. 61.03' RT T/C = 509.13 25+25.79. 65.00' T/C ELEV. - 5o9...~' EXISTING GUTTER STA. 25+80.~, 60.00' RT. £ ~'11 STA. 25+55.40, 59.03' RT / STOCKAD£ ' WIll T/C [LEV. ' ~0~.'~' ~ FENCE SIMMONS DR'. - STA 29+84.29 ~rlO' STD INLET SEE LAT. 20 ---- F "-"~' r-- ~..10' R~C INLET RADIus PT.. 25' R II II ST~ 25+54.78, 65.00' RT T/C ELEV. - 509.21' MATCH EXISTING GUTteR WATER UNE TOPOF OF CURB E~STINGGRADE 65' 45' LEFT RADIUS PT., 25' R STA. 284-07.79 T/C ELEV. 60.00' RT. P.T. STA 26+52.76, 61.06' BLDG T/~- SIMMONS DR. P.T. STA. 28+32.14. 76.05' 8" T/C ELEV. - 509.4.5' MATOa EXISTING GUT'~R VERTICAL · = LIO0" WAI[R UNE- EXIST DROP STA. 28+61.95, 58.91' RT. '~'EXISllNG R.O.W 28+61.18, 76.05' RT. T/C ELEV. - 509.69' MATCH EXISTING GUTteR I" - 4' VER~CAL E,1~$ r RCP LEFT & RIGH' EXIST 18" 18' RCP 0.50(O & RIGHT 27' RCP · ,893X 27'RCP 0.587~ 24' 42" RCP LEFT DA~: MARCH 4, SANDY LAKE ROAD RECONS PAVING AND DRAINA PLAN & PROFILE STA 25+00 ' Il)ate - ~ 19g~ R.O.W. 20' 2'WALLON S/W i BAC~ O~ CURB .-- ~6" WL PROPOSED BACK OF CURB , m.owo~ 'vcv .... PROPOSEDBACKOFCURB EXIS11NG R.O.W. BACXOF ~' 8" SS EXIST. GTE EASEM'J~'~4H 8# ~ I I PROPOS[D R.O.W. t , STA 30+35.55 PT.. 25' R ~_10' REC. INLET 5' ~OPE EA.,%MT. / RADIUS PT.. 25' STA. 31+68.60, 60' RT. P.T. STA 31+93.48, 60.98' T/C = 509.06 E~S~NO STA. 31+92.47, 86.06'RT. T/C ELEV. = 509.31' MATCH EX1S'nNG GUTTER 'STA 31+93.10, STA. ,32+47.39. 60' RT. STA .32+22.41. 69.0.5' RT T/C = 509.16 STA 32+21.97, 70.45'RT EXIS'nNG R.O.W. ~.10' INLET SEE LATERAL 21 DOBECKA DR. 32+21.58. 85.94' RT. T/C ELEV. = ~09.39' MATCH EXIS~NG GUTTER ~SL~£ EASE:MEN1 340' CUR~d~: dc RIGHT SCALE:1" - 1" - 4' VER11CAL CF CURB EXISt1 OF CURB RICH GRADE 65' dc RIGHT 4.4.91' 24" · 0.600'A SANDY LAKE ROAD RECONSTRUC' PAVING AND DRAINAGE: PLAN & PROFILE STA 30+00 TO 35-1- ' / ; ; o.d , I' \ ~ , ST~ ~,.,~.?~' ~.~8' LT. ~ / ~ : ~ ~ s~^ ~+o~ ?, .~' ,~ ~ ~ T/C E~V - ~4 82 ~ ~ ~ J T C ~V ~ / ~ · - ' .... I /' . :-~'.~- --' . I 65.~' LT. ~ / /~ I J ~ / ~ l I ~ ~-- COMMON AREA / /~m' ~c ~[~ ' ~/ . i~-----. - ...... s~ ~+2~.~ ~ ~ ~ ~~,: ,- ~ : ~ ~ ...... / ............ ~ . I x f // ._~ .....~ ~ ~ ..... ~.~ ........... ~ ./ ~~.~ ~ ~,. ~ % .~' . . .-~'~ ......... h --.--~--.-- ¢ -- / . ./ . ...................... ! -7 .~, -,X~.' ~ '-. , ~ ~ . .-T-:~--~--:--T T-~-~---~-:- T--w:- _ ----i .... i ,~-~: .... ~--: ...... ~-: ..... [::~T ....... :~=~ ...... ~ .... rr:-n ..... :..... ~:---T---: ....... :~:~: ....... ~ ~ ~ RI HU~ PT.. 3.5' R P ....... ~ ~? ~ ~ ~ ~ BA~ ~ ~ / ~ ;T< ~+~8.~. o.o' / ~ ~ ~ ~ [~1 / ~ ................................ ~-_, _~ .............. ~ _ __ X ~ ................................... Z ~. ~' ~ , X ,; ~." ~ -'X =,?~ [ ................... ] .... ~;:~ ..... %~ ...... ;~ .... ~--- - ..... ~' ~- - -- ~ .~ ' , ~ . . - e-,--2, v ~ ' '. ' " ..... ? ~ ' ? "~ ' ' --- I " v ~ : ' . ...... : . . ,, .~:~ ~ ~ _ ~ _.,_ _ _ ~..~_~.~ _,_ ~_ ~...~.~ ~ ~ C~.~ / ~ ~~~__ ~ ~ ~Ec ~L[T ~ ~ / ~ ~ g . ' ' I ~ I ~ I I I I / -~ ~ ~q I ~' ~ I I ~ I. ~ f I~STA 3g+2g. Tg 59.3?' RT~ ~ 1" - 20' o I ~ ~ ~ ~ ~ * ~ / I~ ~ 4' S~ IN~T PP ' ~ ~ ~ ~ ; '; ~-~ ~ / 13 ~[ LA~RAL 31 ~ ~ ~ I j I ( In BRICK WALL ~ < ~'m '~''~' · ~ ~ ~ ~ Il Il (' BARBED ~RE FENCE ~ ~' ~R~C ~ ~ ~T ~ ~T 4( )' ~R~C~ CL g~ LEFT · ~O ti ~: 1' - 20' H~Z~T~ · -- -I.~' · - L45' 1" -- 4' ~R~C~ 510 ~ ~' ~ E~ $~NG ~E 6~ R~T · 5----g  ~.6~ ~..-- R~ 2" W) ~R UNE ~T ~ ~ _~~~ '~' ~ T~ ~ mawr IFFT T~ ~ ~R8 R~T 228~ ~FT - ~ ~~Y: . . ~d ~ _o~ g ~ ~ ~ ~~ ;~."~-~ .... . o~ .n' ~ ~ S~DY ~E ROAD RECONS~UC' ~ _~ ~ · .~ ~ ~ ~ ~ ~ .~ ........ ~-~ ~---.o I~.-~,~ I~ 1' - 20' Z RADIUS PT., STA. 40+26.70, ~ P,T. STA. 40+$1,69o T/C £~V, MATCH PILLAR & IRON ROD FENCE CHAIN LINk 5' 50$.$I' GuI-r[R EXISTING R.O.W. STA~ 40+79. RT. T/Ci ELEV. STA. 41+93.28. 66.01' T/C ELEV. - 507.62' MATCH EXISI~NG GUT'II[R P.T. $TA. 41+9..%.21, 63.96' LT.~. T/C ELEV. ~ 507.66'~ RADIUS PT...*30' STA, 41+63.2.3, 65' LT. EASMT. EXISTING R.O.W. I I 40' MAST ARM (~,ov~) Ld PT., 3'R ~ STA. ¢1+67.25, 5' 41+00 42+~o STA RT SEE I. AT. 35 C~NT[RUN£ (~.~ · _ -:..-. _ ............... SSV,~ \ PT.. 25' R $TA. 41+04.50. 60' RT. RADIUS PT.. 30' R STA. 41+78.04, 65' RT. P.T. STA. EXISTING R.O.W. T/C ELEV. SANDY KNOLL 5TA. 42+08.02, 68.69' T/C ELEV. - 510,43' MATCH EXIS'IING GUTTER STA. 40+79.48, 38.89' RT. CUE:V.- 505.86' STA. 42+30.16. 66.01' LT. T/CELE~ ~ 507.38' MATCH EXISTINGGUTIER MAST ARM PT.. 30' R ST~ 42+60.15. 65' LT. EXISlING R.O.W. SLOPE EASMT. R.O.W. 42' MAST ARM -----8' SS P~, 30' R STA. 42+66.47, 65' RT. PROPOSED BACK OF CURB 8" WL 8" SS-- EXIS'I1NG R.O.W. TU EASEMENT HIGHLAND MEAD' STA. 42+36.70, 68.69' RT. T/C ELEV. - $10.32' MATCH EXIS11NG GUT'IE:R . BRICK WALL 8 V[R'RCAL LEFT & · 4.12' OF CURB 45' 1" - 20' HORIZONTAl. 1' - 4' ¥1[RTICAJ_ 499.15 SANDY LAKE ROAD RECONSTRUC' PAVING AND DRAINAGE PLAN ,Ir PROFILE STA 4O+OO TO 454- 1'- 20° P.T. STA. 4~+57.29, 60.00' LT. STA. 4~+85.29, 60,00' LT. T/C ELEV. - 502.26' T/C [LEV. - 501.42' MATCH EXISTING GUTTER MATCH EXIS.NG GUTTER WIRE FENCE HOUSE I PT., 25' R GAS ~ 5TA. 47+10.2~ RADIus laT.. 60.00' LT. STA. 46+32.29. 60.00' LT. I ~LOPE EA~M T. 45+95.9~ 5' UTILITY EASEMENT 5E:E LA~-'RAL 35 5' SLOPE £ASMT. e.opo~o BAcK OF Cu., .ACX ,., -- _.:~_ ~6' ~ .~. ~.~, ~ ..... a ............... J ......... -..,~.m. .... _'o. mm. -I--.1 . I -~ . I ~ , ~,_ N , .... ....... _'._ RADIUS r ,,]' R 48+28 g3 7 00'1~ .... '-'"' ~ 5TA. 47+56.90 [ STA. 46+56.73, ,5' R'I'. OF ( LT. 24' RCP 24' -~ 2~ RC~ ~ 33' RCP EXIST. 011[ EASEMENT EXES'lING R.O.W. STA 47+40.05 RT ~.14' REC. INLET PROPOSED R.O.W. SEE LA'~:RAL 56 RADIUS PT., 25' R STA. 47+67.55, 60.00' RT. P.T. STA. 47+92.55, 60.49' T/C ELEV. - 500.97' STA 47+92.31, 72,5' RT ~14' INLET SEE: LATERAL 37 5TA. 47+91.50, 114.16' RT. T/C E:LEV. - 503.47' MATCH EXISTING GUTTER //// iii/ 1~.10' INLET //// ~EE LA'I~RAL 34 B"WL BRICK WALL N01~ GAS PT., 25' R STA. 48+45.57, 60.0' RT. P.C. S?A. 48+20.57, 59.51' RT. PROPOSED R.O,W.. T/C E:LEV. - 500.05' -- STA 48+20,32, 72.5"RT ~14' INLET I SEE LA1ERAL 39 48+19.49. 114.44' RT, T/C E:LEV. - 502.93' MATCH EXISllNG GUT~:R LEFT -4.12' GRAI:)E 45' LEFT OPADE 65' 2" WA'~R UNE VERTICAL OF CURB ~CALE: 1" - 20' HOmZONT~I 1" 4' 'V~:R'~CAL LEFT RIGHT 169.08' RCP 169. C SANDY LAKE ROAD RECONSTRUC' PAVING AND DRAINAGE: I CALE: 1" - 20' J I , ~. ....................... ~10' REC. I~T ~ =Il ~ · ~ PR~D R.O.W.~ I ~ ~ ~.;. - -~ - -~ -~ .... ~=.,,. -1~ - .... ~'- ,f .. ~_~ ===:_~~_~.~.-- -- .= _ . ._- -~'~' .~.,, ~. -. . ~' _~~--_~_~ .- ~ ' ~ ............ 0- ~ .......... ~_~__, -__~ ...... g ........ ~ ................. ,~ ...................... ~ ~ ~ . _ ~ ..... ~.~~ ....... ~ b ~ STA. 51+~6.8S, 5' LT... ~, .. ~~N~NE [~ ~ [ ST~ 52+20.61, RT. I / {10' EC' I~T ~7// ~t~t* , fST~ 52+05 52, 60' RT. ~ ' ' * .. z ' ~ ~ I ~ H :I / P.C. STA 51+~52 5951' RT ~ STA. ~1+27.~. ~' RT. ~1 I ~{ ~'/ ,/~ ~v.. ,,,.~o /~,, H~S[ ~0' 5m~T' ' ' I/ If ; ~ ~'-- StA ~1+~3~. , ~OS'~T. ST~ 51+52 ~ ~ ~' RT ~ I T/C ELE~ - 495~ : I ~ ~STA 51+~, ~' RT ' ' ~ : ~ T/C ~v. - Z I~ STA 51+52.~. 70.5'RT / ' '1 ' : ~ ST< 5~+s2.~...~' aT. ~ ', : --~E ~.~ ,~ ' T/C ELEV. - 495.~ J II II ~STA. 51+~.~, ~.~' RT. ~ H~  ~ j T/C ~V. ' 495.35 15' ~ EAST. ~ J J I' I J: 1" - 20' ~Z~T~ 1~' ~C~ ~ ~FT ~ ~GHT 1' 4' ~ - 0.14' ~ ~ ~. ~ ~D~2" WA~R U~ ' . E IS~NG ~ 5' ~FT ~ .... .. __ __ ,_.._I } - -- -- ~ __ __ __ .~ ~ ~ T~ ~ ~RB ~FT TC ~ ~ RI~ IT ~ ~ .... ' ........ ~ '~"~ PROD 2" VA~R UN/ ~.~ ~,, <~ ' ~ > SANDY ~KE ROAD RECONS~UC ~ ~ ~g~ ~ <~ ~ ~ ~~ STA ~ TO ~ _ o ~g ~ '~-~ I~-'° I~.-.~,~ I~. ~ / ~ ST~ 59+82.31, 5' LT. ~ 5TA. ~+76.~, 65.02' STA 57+41 95 6 ~ TO BE < ~ ~ ~ ~ ~RB R ~T EXIS~NG ~8" RCP ~ ~ ~[= = ~ ~ ~ SANDY ~E ROAD RECONS~UC' 20' BRICK WA~.L I I 10' SLOPE EASMT. EX]STING R.O.W. STA 62+60.81 LT _.~ ~.~ ~, , ' ' ~x]s~,o ,.o.w. ~i~ PROPOSED BACK OF CURB RADIUS PT., 5' R 61+84.56 STA 62+77.85RT 50" WL ~.10' REC. INLET SEE LAT. 57 RADIUS PT., 5.5' · ~. STA. 60+48.11, 5' RT. I PROPOSED BACK OF CURB CENI[RLINE (~.~ ~ STA. 64+05.46, 4"REP 60+87,76 ET RADIUS PT., 25' R---~ GAS -~ -- PROPOSED BACK OF CURB P.T. STA. 61+98.3,9, -RADIUS PT., 25' R T/C ELEV. - 493.09' STA. 62+52.55, 60' RT. u'nUTY EASEMENT STOCKADE FENC -- STA. 62+27.55, 60.54' RT. EXISTING R.O.W. STA. 61+98.59, 62.8 T/C ELEV. - 495.26' __ 495. D7' MATCH EX]STING GUTTER 62+27.35, 62.08' RT. ELEV, 493.16' U~ILITY EASEMENT ', EX]SllNO R.O.W. ', ', 24.62' 480.92 80' ¥~:RTICAL LEFT ,lc 0.10' ~ 48" · 0.313Z 27' ~ 0.552Z TOP OF GRADE GRADE 65' 226.43' ~ RCP CURVE 1' - 4' VERTICAL (~EO O. SAUI4OERS P.E. OAI~: MAR~ 4, 1996 SANDY LAKE ROAD RECONSTRUC' PA~NO AND DRAINAGE PLAN & PROFILE STA 60+00 TO 65+ P.C. $'rA. 68+05,52, 65.02' LT, T/C ELEV. - 497.60' MATCH EXISTING ~UT'I~R "I 15' SLOPE EASMT. i / ~ P,C. STA. 68+50.39, 65.02' LT. : / T/C ELEV. - 497.71' RADIUS PT.. MATCH EXISTING GUTTER STA. 67+75.52. 65.00' LT. ~ STA 68+80 ..39. 65 00 LT. PROPOSE:D CONIROLLER -~ 65+49.g9 LT LEI ~.~ f EXISI~NG R.O.W. ~,.6' REC. INLET PROPOSED R.O.W. 24' MAST ARM 65+50.6,5 RT E ~ E SEE IA'TERN. 61 E l( x x X ~( x x K # X K X X X EXIST1NG R:O.W. J STOCKADE :NCE 140' CURVE LEFT RIGHT · - 0.26' EXISTING 45' LEFT o x x STOCKADE FENCE RIGHT - -6.16" VERTICAL LEFT 8 1" - 20' HORIZONTN. 1' - 4' VERTICAL OF CURB 16.75' I 0.662X SANDY L~£ ROAD RIrCO~$'I'RUC' PAMNG AND DRAINAGE: PLAN & PROFILE STA 65+00 TO 70+ A (Mdm d I~dq,~flm md Amedll~ In~ 74+54.55. 65' RT. CROSS TIE WALL VER~C,N,. LEFT -6.18' TOP OF [XI$I1NG 65' RIGHT GRADE LEFT ~-- P,T. STA. 74+84.33. 65.23' RT. T/C ;'LEV. - 494.,51' MATCH rXI$'nNG GUT*'~R SCALE:1= - 20' H(~IZONTAL 1" 4' ~l~R*IICAL 487.19 g .go ~ g ~ SANDY ROAD RECONSTRUC' PAVING AND DRNNAGE PLAN & PROFILE STA 70+00 TO 75+ 20' , ,, ', , I I FU*IURE 24' MAST ARM BRICK WALL 5' CURB INLETI 76+65.57 39. T SOMH TYPE B / I SEE LA'I[RAL 6y STOCKADE [XlS11NG EXISllNG R.O.W. UTILITY EASEMENT P.CJ STA. 75+13.20, 64,86' RT, T/C! ELEV. = MA'I~ EXIS'11NG GUTTER MO,CKINGBIRD ¥t[R11CAL LEFT 740' CURVE RADIUS PT., 30' R STA. 75+43,20. 65.00' RT. LN. --E EXISTING R.O,W. PPT VER'~CAL RIGHT · = 1.61 SCALE:1' - 20' 1' - 4' V[R'11CAL [XI GRADE OF CURB IFFT 65' RIGHT !.71' ~ 48' 0 0.762~[ SANDY LAKE ROAD RECONSTRUC' PAVING AND DRAINAGE PLAH & PROFILE STA 75+00 TO 80+ P.T. STA. 81+,35.77. 80.31' LT ~ III I I ~' ~ ! I I I I T/C ELEV. = 477 67; ~ ! i~ ; '--~ ~ ; ~ ; ! I I I I I IdkTCH EXIS11NG GUT'T~R X ',1! I C I I I I t X !i! ! ~ I ! I t I ~'-PC STA 81+74.6g, Sg. BB'LT. I / RADIUS PT, 25' R --~ \ ~ I ~ ~ ~ / T/C ELEV - 477.28' / sT~ 8~+~o. 77. eo' LT. ~ ~ il .~_ "~ ~ i ~, ~ ,k' ~'^TCH rGS~NO ~UT~:R | ' ~.~O'REC ~NLET\ ~ IN. ~ ~ ~ " I ~ .I ' ~:E I:AT. 65 ~ BRICK WALL -,~ / III =~ ~ 'i II L~ III ~ /- BRICK WALL i ~ i STOCKADE FENCE f Ex,$~NO ~.O.W.~ ~ h! , , ~ RAD,US PT.. 2~'~ I ~ SCALE:1"= 20' · ·· L~~ STA. 81+gg.6g, 60' LT, EXISTING R.O.W. : --:-:]=~-__-. ,~" _wr-- : :~ :. -.:~ -LL_Z ............................... .............. ' .... ~- ........................ -:--'- I '- ; :-- ---' · = 1,51' 45' TOP OF CUR~ LEFT GRADE 65' TOP OF 408.63' 21' RCP 0 0.: 500.00' 48" RCP O O. -o. go0~ &: RIGHT 468.,.33 466.04 I~CALE: 11: - ~0' HORIZO~TA{ 4' VER*nCAL SANDY L~KE ROAD RECONSIRUC' PAVING AND DRAINAGE PLAN & PROFILE STA 80+0O TO i.--.o 1" = 20' MEADOWGLEN CIR. I~ I P.T. STA. 87+59.60. 60.07' LT. . L T/C ELEV. B 475.64' MATCH [XIS'~NG GUTTER RADIUS PT., 25' R STA. 87+54.60, 60' LT. J STA. 87+88.44, 59,86' LT. T/C EII'V. - 475.74' MATCH EXIS'nNG GUTTER PT., 25' R STA. 88+15.54, 60° LT. STOCKADE ! KADE FENCE W1TH STA 85+64.51 LT R.O.W. PROPOSED I COLUMNS R.O.W. {10' REC. INLET ~5+ 70.41 51.00'LT STA 85+54.64 RT [10' REC. INLET SEE LAT. 67 EXISTING R.O.W. ',RADIUS PT., 25' R PROPO'Ar'n R n STA.j 85+70.12, 60' RT.-- .... / P.T. STA. 85+95.12, 59.99' RT, ~ T/C ELEV. - 474.44 MATCH EXISTING GUTTER MAPLELEAF LN. VERTICAL LEFT E P~T STA 86+90.59 RT'~ ~6'REC. INLET SEE LAT. 69 Bb'RIED £UECmlC PT., 25' R STA. 86+ 66.88, _6_O'._P~T_ FENCl ON 2 3/8' STEEL IPE 8' C-C STA. 86+'~1.88, 59.85' RT. T/C ELEV. MATCH GUT'~R EXISTING R.O.W. 100' CURVE LEFT · -0.15' 100' RIGHT I ~[[: 1" I 20' HORIZONTAL 1' B 4' VERTICAL WATER LINE TOP CURB RIC4-1T 8" WATER TOP CURB LEFT E~S~NG 45' LEFT I[ 468.54 68.96' ~ 21'RCP · 0.752X [ 466.04 57.16' ~ RCP ~, 0.762~ 157.05' - RCP ~, 33' RCP LT. ¢28.01' ~ 24" · 0.343~ I. EFT & RICHT 6' WATER - PROPOSED WATER UN[ 483.55 SANDY LAKE ROAD RECONSTRUC' PAVING AND DRNNAGE PLAN & PROFILE STA 85+00 TO 90+ - SCAt. E: 1' - 20' ~/,,'-- ~OS[D R.O.W. 8' SS BRICK WALL --~ ~.10' REC. INLET SEE LA1ERAI. 70 I CEN~RUNE (~.~ ~ MNLBOX __ w w --. PROPOSED BACK OF CURB u*~ox 54' m:~ lo' ss~ 15' UTILITY AND LANDSCAPE/SIDEWALK EASEMENT .//--EraSiNG R.O.W. MI 2+[,~, )~ ,~ ~ ...... ~ + ~ ~ ~ 10" SS ~ ~ ~ E E ' E P P T STA 92+50.01 RT tlO' REC. INLET P P T ~I~. BOX SEE LATERAL 71 UGC-klRK -PGC=~tL ....................................... STOCKADE FENCE ON 2 3lB' EXISllNG R.O.W. ......... ~*[E~ ~1~- -8' 'C= C* ..................................................................................................................... VE~RllCAL LEFT Jr 100' CURVE LEFT 20' HORIZONTAL 4' VER'IICAL TOP ~ADE CURB LEFT EXISllNG 45' LEFT PROPOSED 2' UNE CURVE RIGHT .0.13' TOP OF -0.500~ LEFT I[ 466.08 463.55 254.95' RCP · 257.63' RCP 0 242.48' ~ 242,37' ~ '$61.85 SANDY LAKE ROAD RECONSTRUC' PAMNG AND DRAINAOE PLAN & PROFILE STA 90+00 TO 954- A &tin d Ilarq,Hm --~ A.~:ki~, Iflc P.T. STA. 96+70.17. 62~55' T/C ELEV. ~ 471.22' CUT . FOUNTAIN VIEW 1'- 20' CE RADUS PT., 25' R STA. 96+9&87, 60.89' LT. STA, 96+4,5.26. 60' LT. T/C ELEV. ~ 471.47' SPRNKLR BRICK WALL MATCH I:'XISllNG GUTI[R vl_v PT., 25' R STA. 97+2.3.84, 60' LT. EXI$~NG R.O.W. y£~S~NC R.O.W. 15' UTIL., LANDSCAPE, & S/W EASEMENT ~.6' REC. INLET I rI ~6# m~ [~cm~c o ~E LA~RAL 73 S~EL PIPE 8' C-C ,~ Il EXIS~NG R.O.W. ~ M~T~ [~S~G ~T~R 30" WL SCALE: TOP OF CURB R~C.,-H1 [XIS'I'ING 8" WAI~R FIELD VERIFY RIGHT GRADE 65' CURVE LEFT, CURVE RIGHT -1.02' - -1.02' 122.61' 54' RCP 8" UNE. VERIFY 374.68' ~ ~, .375.16' ~ RCP 461.55 NOT m~ rc~ C~ISIImJCllON. SANDY LN<E RO/~ RECONSIRUC' PAVING AND DRAINAGE PLAN & PROFILE STA 954-00 TO 100- 20' ~vE ~ CURVE DATA CU__ # A R 02',34'06' 1200.00' 02'23'43' 1200.00' RADIUS PT., 50' ~. STA. 101+52.65. 65' LT. PT., ,,~0' R ~. STA. 102+51.75, 65.08' LT. ~.j~' R[C. INLET R.O.W. ~^~R*J. 75 UTIL., LANDSACPE, & S/W  [XISllNO R.O.W. I 470 280' VE:R~ICAL :URV[ RIGHT, - -1.02' 280' CURVE LEFT, -1.02' OF CURB TOP OF CURB - E~OST - EXIST lSCALE:1' - 20' HORIZONTAL 1" - 4' VER~ICAL 4ENT CURVE L · - 0.56 150' ~TICAL CURVE e - 0.55 461.55 RCP ~ 2.614X SANDY I.~KE ROAD RECONSIRUC' PAVING AND DRAINAGE PLAN & PROF1LE STA 100+00 TO 105