Loading...
HomeMy WebLinkAboutToscano Improvement Plans Approval Set (3)1 JOB NO. 135-100831-14001 1 .a 0 a� a a) iz U) 0 U O M O O Irl- 00 210 200 0 � o 00 w W W Z = J Lij C1� _ W � Cn Q 184.00 190 PVI STA = 9+75.00 PVI ELEV = 205.85 \Ru`DJN7�W'CYO'N`Ak1C4.14:G\\KY�b'.(}�\^�C�+\'Q\SxY�SbLK}7SiN7. 4S\�4wKi;:.�+,i•Y�`''f•�,NY.h\4:Y�R YCaW7NU\\'�\`t}•�\\Y........`.QS\`4R�i6.JtY,ti.Q`Mh`QQti\\��W�0.ER0b�\`hR''C�4Q\blob}ritUii<h\Y'Rl,�\'Q`hUiY9N:R�\R`Q�.4Y4R,UbLh'OJ'\15iY?lh`�>}`C\`C\.\\.0\\\.n)1\07A\\�Vh7\\\7NQC�\`Nti\ti`hh\QhA\W\ltt}7SA\Rh\\\�\hV`4.7a\Y�\RbH,ti\\'QYR\�Ub�\'�SJU\^h�SSRVUZv.\\W4\\th\\KJ�'>}77�\Cia\\aYYYh�S9i�XF6F�itYYY�Yi75ia*7?�k'�...'\\\'YWaK?.i�c?�VFYY��.�td+rY}Kgx:�$�,:J}RL�t$e3.�i►�."���b�\KyKid:'SkO:\tiK.�YYFY'rtiih'SidFR'�}�h�7NA0YeAh''htitfF$9>`.C;RCS$x\C:5i4GitnittYUtS.�tiF6�i�J7''}\KCS\•4•i\}Yl•..'CCtYcy.Y$$Sh4't4�C'FFY}\•'•'tieCC{.'i\\\ ... LVC = 200.00 I HP STA 9+86.24 ..--------�.� +IP-fLEV � z04:},} .-.-„-�.., DS = 25 MPH O .,.�„�.....�.�.,a,..�.�,.�,.�..,,�,,.,,��,,,,..�....�.w..,a...M.�...,,.�..�.�.�.��.�,,...V.,� �,.�.,,��......�...,�...�..,...V.,�.,..,��,,.�..,,..V,_„�,,,�.,.�,a,,..�..,�,,,.,,,,,,�..�.,,,.,.,�,.,,..,,.�..,,.,,..�...,,.V..,.M.,.,,,,�....,,,.�,,.,,,,. ,�,.,..�,..�,,.,.,,,,,.�.,M,,,�.���..,�...,,,M..,.��..,.....,.,�,,,.,....,a..,,,,M,�,,.�„w.,�.�,,.,�...,"...,.�,,,,.•,..�.�r,.,�.,.,,,.�V,,.,.�.,,,.�,,,,a,,,.,...,.,.�...,.,.,�.,,.,,.,�,�..�.....�.,...,�...,.w,,..._...�.�..,,,,,. C i 0 + N Co 00 U . .. ,-. ,, - - .. - t A}wr:-th;-�.v.?.t/"..'a:. K.y...+4tv'fv*> ":..v?:J� t�c� s...t..t+ / / "n :..v'y`tt f V•lb� lf}h ....irti. i:C?r - bF>.c�.>; .... - :...•.. ...: - - ...•.• 'xR .•• vR .... ••: :•> •,• v♦ v. •:. -.' •• .Ka` K•v.Y: a ayah\b'aa '4?' v5vy \\K Rtv' K• M. i; ar Kt•-" - \ „v -'•.\ 4" CaC�Xf f9QOt•W.�" _ 6. xr' f.•/ SiXC ""Y-"-'r, ^ -"hi - 'K• i.:.-} Jt F :-i.+CUY /::= ' a.: r-i: % :.: !. "r:..v:> /Y" h. rfv. /: .t: :» r. nr --. iC..::f :..ta':., : ' = .Xfi .. .\ - ,• 'K,KA "?t - •.:?' \ h}\.a..♦ fXs, ./ ...... , :�. vQh ,...a, \tss, ?Ki...`±k;3s.?c'.X..... ..�Kti,TG ,..'?ems .t:3, .eY, ;r+LY... .,. xY. /ad: R 'i�.�9f:,. rd' Yf.: .... ... . .. ... , - ... .... .. �Ctad.<.;�z^:�➢aY�±»:Srairy,rrx-z?n'•?wmscd*i>;:YaYahnAftrx,•t!i.:ao»tay..,rt+.t{.�s}.yh2*W,d;4d¢.?.�.Y;+R'n�i,.caccu.,.)$atr:3e,joFtxx. rr.,:,7Sa�l;iR£r: �Fa�..,sL':+R^\da',��•-zx�>r<z�rt,',K.ri.YY•�vctiad�n}.c.,}.,. �v.'a�ir?a�cs... 7ct:•�RA�a... .'M�:*;.^syiR4fi.aYr2r..."�K. \1,zX2.abiD.k.K4pY.uact�^aan..*:Sl3iYec.^cc�trsYna�➢,?a..7Ac. a>w.y.rooe,. .., .. �. f. /coi...lE .,�... rR° .::: .x ...../. .k. .. .,F.. .,,•rz^:a. �... 7..f... >�b:✓... ,in CD ,��.+� .�,.......,.�......,. w...�..a..�,.,,,,.w.,�.,.,,u.�,,.�.,�..�.u.,�.•...�...�,�.�..�.,.ti,.�...,n,.,�,,.M.�,.,..,�,,.�....,,u.,,,.�.. .,��.�.,..,.�,�.,..,�,.,�,..,.�.,�.,..�„�.�.�a,..�.. ,M,.�,,,�..�.2�„���,..�.,,,,�,.�..,n..,au�.,.....,.,.,,.�..�.,..�,�,.,,.,.....W,.�..N,.,�....,.,..,.,,,�..,�,.,,.,�, �..�5.. �... J �,...�W�� , %.� CV (V v• w Z O W 2 0) <` O O f` CD O g U O w( i Q �.iJ Q N O f LtJ 0,�,..�.�.,.N�.,,,C�.,.�,..,...�,�N,,,,.�.�...�a,,,,,�,�,�.,,,,....,.,.�,,.,.,,,V..,.�. �� �,,,p.,.�.�.....,,.M,,,V.,.,�,..,,.,.,,,,,.,.,.�,,,,.�, ao Q co rn �; 3 N W 0, F_ � ��..�. + O � j z Q z w U F- �..a.. � Z� U � .�,.�...., + o W vI N ¢ w, i � oa,.w.....a�Q,,,,, O Q W U) �O CVv ~ Z~ W i Q � - , i i S..t.... l x ... f �.......... Q........... �•�r, , ... .. .... r .. ., ,.. .... x:. ..... .::::• .r •: .v•v:. .::: w w, •. •: v: :. v. •. •.v;: ... ..v..n. .v .v .. \ v\v .\n.. f :rf r { .: ':•}h f:•l'{ 't Y'nv ::>':: l>:{::"., a v:?'ai,X.'.}':: •: -.x: t:.: :r ;:.Y .. :•:{: :a."r{{{?.Yc�.: r: r'f. ..,..:: v: x.-::w•{tv }h:w: ti},w, :: •:+,y .v:.. .vv. ., n n r. rr.. v •v •:: .... v; ... v• .:.vv :; ..; .....•}.., .v.. ...... .. aett3l..t,a:f�;:.r.:+J}»to$kw?:{;'?dd�fta}k,,:•.+aiti.•YRN:nrr7.eckr�^Lt:'::{.�:{•�>•-:..;-:::.:.::......{...X�j...�:.�n:n,YYi.•n..+f.Y.;h>uK:,iS'rf{,o.•kY:..kis:{:,{o\ayn`.fdN3areJ\�$kvY.v: k$K•,. KS vrr}� :.: :n v±\a;.a}: �,�.v�:a:'k•4,s�4\Av :n vvUVl.•}nvkAhh4\\CAC{v}yns�•�vJ4•hai.+$.{�hK+hvk•}$.iQt}r�},C�i..v.•:\k•UCri}kv:R@:vilb:rna'�•.i}'.•K$Y,ah?hK.'y.:::\K4iM.;FYiCvvii{h',v.{-0i,CM::,}y}}>:•}.>:;•::hrLi?a>}}}::•ha}:.v::..y:\!.•M^3\n..Y}:a�iia'Akfi:...ni•:hriC•]C',iii//ICviJC•Y/.•f AFi'%tr%t!/./rir/.:d•.+lfr�a.Ah.:i'tli::rl/'G%:$iiF?i:::%S%fffb{.raY.::$fniil��$$:>lin.. f}.{..ni?/..{:}n./rvr. �1k...:.Y.vn..�vvi'v+ii{$Fnt::itit:::Yv'.>i$$F:}%:i::a�'�ik;`�'$:{$::$kit:;i.`•':-:'v'•$rJ.vnn.n.n.}f.},{:$$:TrYT'a:?tkY/:'%i•f:;i':C:kY$$:}u'rfrv'vlFk<-.a...:nS:.rr{$.^•.:7}i::ktiv:':k::iN:i.a/ffn'i'f:Yir•+%...d..\:vv..1f.'•.jf::.$k'fi$:ii�tfrivv�.v+C.C:vr..n......l:t:..Y/n`...n:Y....::f.}%U,,.... _ W O � J o z;�ww • � w ---------------- CO Q will III I (n — 2 .. .. ...... ... .. :.. n ......}: r...::... f . '\'3..:1a?rUr,.-- .all:'aN/.: ::<'t.J.. •. `,\ti>`<h;X•..n ...a... sak .tiaSOv'-x.,- rtta ./..v h.±.G ,.,, .. f - s'•' s - F},stx, �,K• a \.... , . n .. .. ......:: . " w-}x\hha"" " - ... } , ucaka: wa}:sta� aaa:• `3 - Rt .... a... ... ... ., . 6d .:2.'t .brd�c . .... - . A. / ..... aft• >F'r`.&,tr.. ... .R],f-�+Ra.ai:., ...} n..<.rf?9a2£S•'>.QQC!iL�SC:4...»`C�iA3}:FF.`14%Akx:�P.Sk#.tesibt5.. .nt.•.C's'hYi,tY .1'. ,.a`Asi s.. x....... . Ks ..�\s/\ .. Sr n'ii......^.C.ti.........�t.....tis"tAfb�ea^LX•.YsS!2>... aSCSf.\.+iSe.•........{SCY .,�yC,K .1,w�\s2x2y\v.S 000 ,,,�. �--------- I vC'.,C 291 LF � � , 7 HPD E ��o SEA ;.� „�-�,...�a,,...r.�,��.�,.,,....�.�.�..�,...,.�,r,,.�,...�..,�pa���„�.�..,,��.,�.�.�..�.... ., i 2 ..................................................... ...... i .. .... ... ... .. .. .. .... .. .. : ... ... .. ,,. •: •,... •: r;• •r. •w:•Y;:... ..f: ..a y: rY .a.: .y,::... ::}•.:..:.: {:t f:.}::.;}•:{r .:a:.: .:.•r .,• f.{ari}:•: -•y. f:•{artuYr: {ar /•• r •::{.}C•;;r {{.}} y,.. •f.}}•. }wa.}Y}}x •?u{•:a}: Yr :•: {,;a...}:ax•:•x•}::•t.>•;.>:rr.}»yha•>}»Xtr::tt{rf•>}..x... .r.t•}}>::aX.>}>r..•}:,•.• : :•t•:rt•: .,,, -: � �:., •--:: .... ..,,.r •:. ,.. .,.. ,••.v .r -: •:• ,\•. }}}r: •;• ,.•�} •. gyv,K.};:•:,• / .. �•:::::•: ,: h /. .. ......, a ..n..,\ .. ...::i;;a.}'h,\t...n,:k0.\+...it,a.,....,..tt...,,,...y4•.3,+.tb.{>.:a\.kk.}.,c.:.nr/..�firl..///!/t$}h.k:F,AY.*.'H.'::C{W.{:Yi.'..d%. tiOffdGx r�.:Nn.•:�tNiNr:%:k=k:Sk}:'w.'%:ka {:: c...L.:..h?i. +fir.}'/.$%....r...r..r.,b..rr�:..F$.`tr}'::kt}.•.$$i.:.:,::1...,.....}tt,.k'.lr.........S...Y. tr:G/.?•t... ..f$....Y.SYhk..�.e':.. /.:bY.. r.... r:. .A .........rk.t$::$k;•:: $}..'•......... .... ... ... C....} ..n.mY.•A.!....f ... .r ., r a .v. }>.•'Or1+`J.k�lr4A"ati?iC}k+.arnQ{•xad+.t: hainw.A$}nanV•?l: v:3}.}xY.v:/.•r:;.S,//a,F,+,YF,.:.hRd:.•.{i:;}ni,.:}};�:a...i2iC:h.+iikv'fi.•:a'kvC.>af.•iXt,tAiiv4iV;P.i�Ot. v...vn`•nttst.hn`a�S$hv]}r'FtPr.tan34::xr.%t.M+yE:,..+?kvn .....}$..n.....n.a'cT..?.vv.....{....$>..5%..'xdk,'a�'o-..\Ai}\v:,x k3iitc•:?..nfh`ttJYf!a}iisv...Nh....•U`...... �nv'�.`....nh\}\'Kt.i•:i•...r..v..:h..M... w{S..i...$. kqv..\•!/. A.i ... i• \ ^v C` T 30' SD IN „-----,..----.------- , ... r ,... u . ,,... ,...,.,,,,,�,.,.,.,,,,N..��,,,,,��., , .. a —.----- .........� ..,..�....M......�..w.. .�...,.. , '..,....,.,,o.,..,....�w,,.,..,.,,,,,......t......,..........a,....,.w.,,,,.,w„,,,.mm,,,,,,,,,,..�..,...w.........,,,.�.,.,. ....M...,,,,w,,,.....,.M.,..,. L�.w,..,.ww.,.,.,........ rrm..�N�,......,,,.m.........,,.....,,,,,..�w.,.,,My.,.,,,....,...,...,.r,....a'..,.....w,.».,w.,..,.....,.....w.,.,.w.,.....w.,,,,,,.,.,...w...............,..,.,..,.w.,,..,.,,...,........,......w...,....,.,,...�......,. HDPE SE15 WER l:36y I 184 LF - 8 SDR 17 ,.w,..,a.,.,,ea.,.w,,,.. ,,,..,...,.,,,..,�w,......e�..,..�.n.�...,.,,..�.M.a ,�...<......,.a,.�.,..a..�. �...r...........�...�.Ha.....,�.,,�vr.�.�..,.....�,..�.�..,.�...,...,,......�,..�..............,..�..�2,..�.,,.,.....,.,.hv.,...,........,,w.,....,�.,.v,�..w,......r.,..,,r...,r.....,,..rr,...,�..n,..�.,,.,.,..na , �,... ,.. _.. ,,,,., .. .. .-.. RP•4rwN.•Y•:adr!?/.2?a�,w.[Ydn?rxw.?-f-i✓. al- a`$..C;,- KtuN-.:rl.d9.aM.. �4F42.1s:sY"X.C„'rirhv.{.`W+C£?3. 'n:n}+�.nS,ahK.. K,. .��.aM,:..N.+M°3F.s9RM.S.oh24Yfi.2£•%fr].tia.,�.�F•,73an.,..:hKC$1,..,.h.n.... S+:.u�,.- .n?,ee.,r.:.,.r..a;r..,:Aa,YM..n,2.}.Y•eaan,,s+a...nn.\... ...aE.,.,.,., ........,. ... .. ...-....... .. .. ...... . Mill . .Z. ........ ... . . .. .... .....- Y..:1..:!GY.....r.us•.Y r-Y. ..:./.+:r'.Y "a,•}. /}.. Y:sK.{. :nRta- Y;1Yi:+t'n. f// -v..v.3a.r-i.R.. RCie• r +%.,•}.. S'v..v7h.'K.• ..v ;..n..7../-r.} >}:•%i: <l/55Y /ISV .. :.. 3 i .......,.,.,,,rw.,.Mw..,,.,,,.�..�.,,,.....,.,,w.,... -------------- 8" INV(S) 191.47 -- -------------------------- --------------- ........................................................................ .... ♦... .. ... ... ..... .... .. .. .. .. .. ... ..... v .: ... v;•X• : • F::: :::::.:: r ':: "rt: •.:}}ri:{C{rarf :r.}: i{: :'!'a}:t•: :{:...:?. •{y.Y✓rr,. r :r•+f }'aa}:•"•iJr•:{a}}:: ? •- x•+C: v, {?trix{rr:r:•}:• vK•}}}"hv ' v:.K.}••p}:?va:{:., ... {.'.ri\ is y>,:a.'ax r.fY / a': r v{aY..{r ....Y4vr::v:}W n'Y{?4: •: /: 't.::rYr: a'nr. r>r•:a:{a:•:{': ••:{in:'•:.:•Ya}x: t.: ; ....a fi Y : : ., : .,•. .... n „ n: n., ..,, , ,... : : , .. ,:.•:. n Y .,.-., ..,, .• .., , a \.: :.\...;,,. ,...aa:;' •: }}•,}}: .:y:..K;.,"•yxa `}:•?;{, f .'$'„" r. n , .. ... ......a..F. S../,• .. r. S'$?:Y .. ........n..t.Sr:....n.{via?i7•$$fC•kit$Ai�ayn.h....>�..a>.. A.. r... r..YCih:A?f.t.:.n. rh.r......r$.Su:::::<ht{:na............t.t...•:a.,....tt.. .+> , h v...: \ .}}.. v , v a .. .. v h.. hh..\...Yr....iv'AitaXiJ.•rvi�'`i..nv.n'.�v'•:,tii.:i..,..\.. kiit•$:C{$i'i��fF$/.....%ff.Cr.�Ji$:•Tr}i'$)F.�/)ri�i. �n:$$r=$$}n...aJ$./ti�f'rA.vr./i�•{.{�%i'AC::'/+Gig$.r+i}nr{i'fiin:Hr':$$fC<{iitk: FJi:$iiaYnnn f.. /n{. n{.: f. ..::.r �wf;.rrf.. t$. r:.: �'i'. n .>r:7..n:vv..n r`: r..Yrr .. Q r>. .. .. .0 r. }r ar ----------------------- ,4:F��.afiCiC'/.+%.}C•: $i$$'n i.$6k{vtJi$: )tarvRV$::•:Yn :{.: �M.H:3$"•..''n:x$C.;fr,:},•C>nnQ•.v:.+,},.M:.{:}%^i{.$�/J.ivvvft/.•hRt•A�'R•nvAtT$$}.d%Y�(iCC�h•�i\irr$A'J0.\ri(J.YnY;i•.ai.AiC�t�:nra:$�vy::.vr:<it;....fi.},L:v�Sp:?,�k":Kftki.;wk,h\t.Ni•Fk4^f:{+?act.nKhn.'>.n.M.,,+,t3..sc,.;C....A'ii'tJAcc.}:,'W,ck}nW3t0..�Aktfi2?.aCa.hS:}.iLtiG:a\br.,.Yair?..}.V'..isv :abci4}.4'?R.g \K•\�lr$Y�v.•h`.\n �,;c,....}:knCi..ia...4,n,v.!}.....A. h , @ � o rn o o°Oo 00 IK 00 o o r CD O� O ON O N O O N CC` 8+00 9+00 10+00 10+� CENTERLINE INTERSECTION STA. 8+25.90 'N' STREET STA. 2+24.47 'N6' DRIVEWAY � m CD 0 035�0 001 0 -6w a�55 Wui Z y U Q 6 (n .... ,PRIVATE WATER EASEMENT,.--�" STA. 8+32.74, 11.77 R �8' SEWER ONE WAY WYE 123 ........... 00000 MONO, 0000 SEE SHEET 32 i N'STREET An + 000 m 10+50000 HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=4' 37 /-10138 P.U.E. AND / 2 e#"r INSTALL 44' CATCH / STA. 9+62.30, 41.79L ' RIM = 201.31' IE OUT (S) = 196.97' PROFILE ON SHEET 36 5 I A. 1 U+U /.14, 1 U.Sd L� INSTALL 22.50 ELBOW INSTALL THRUST BLOCKS SEE SHEET 21 MATCHLINE 10+50 210 200 O N � H � W w W z W = W V u) Q i0 w Cam. y R 41 k.. STA. 10+83 INA'V-198.69' �iJ, • S . 10" 197.61' LEGEND BIORETENTION AREA CONCRETE __1 ( IN FEET ) 1 inch = 20 ft. SHEET INDEX N. T.S. CONSTRUCTION NOTES: (SEE CONSTRUCTION DETAIL SHEETS 80 TO 85) O2 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 O5 MID —STATE JUNCTION STRUCTURE PER DETAIL 102, SHEET 85 O6 CATCH BASIN —EXTENDED SIDE OPENING WITHOUT WEEP HOLES PER CITY STANDARD #3360 O—CATCH BASIN —SIDE OPENING PER CITY STANDARD #3350 (D—INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN PER CITY STD. 3410 AND DETAIL 108 SHEET 84 WHEN DRAINING TO BIO—RETENTION AREA @—STORM DRAIN MANHOLE 36" PIPE AND LARGER PER CITY STANDARD #3510 11 STORM DRAIN MANHOLE 18" TO 36" PIPE PER CITY STANDARD #3520 29 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR FUTURE INSTALLATION OF HOUSE LATERAL. @—TRAIL LIGHT PER CITY STANDARD 7905 @—MANIFOLD MULTIPLE 1" WATER SERVICES PER CITY STANDARD #6260 32 FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310 LATERAL PIPE MATERIAL-8" CLASS 305 PVC @—WATERLINE TIE—IN PER CITY STANDARD #6330 35 WATER VALVE &WELL PER CITY STANDARD #6340 36 BLOWOFF ASSEMBLY PER CITY STANDARD #6350 37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360 &—SEWER MANHOLE PER CITY STANDARD #6610 39 SEWER DROP MANHOLE PER CITY STANDARD #6620 4� SEWER LATERAL PER CITY STANDARD #6810. UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE 48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE. 42 SEWER LATERAL PER CITY STANDARD #6810 43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL 49 THRUST BLOCK DETAIL PER SLO COUNTY STANDARD W-1, SHEET 85 54 MONUMENT AND WELL PER CITY STANDARD #9020 55 SPEED TABLE PER SHEET 63 56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD A88A, SHEET 85 &CITY STANDARD #4440 5g PIPE CULVERT HEADWALLS, STRAIGHT AND L PER CAL TRANS STANDARD D90, SHEET 85 60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 g2 BEEHIVE GRATE WITH FRAME PER NEENAH R-2560, SHEET 80 63 MID STATE CATCH BASIN PER DETAIL, SHEET 80 64 COMMERCIAL —INDUSTRIAL DRIVEWAY PER DETAIL 93, SHEET 84 65 STREET LIGHTING -PER CITY STANDARD #7910 LED LUMINAIRE TYPE 1, ARM LENGHT=BFT 66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80 g7 JOINT WATERLINE TRENCH DETAIL PER DETAIL 67, SHEET 80 gg MID STATE NON —TRAFFIC RATED GRATE 7p BIO RETENTION PLANTER AREA PER DETAIL 109, SHEET 84 7� RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81 72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81 76 STREET BARACADE PER CITY STANDARD DETAIL #7330 77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335 7g MISSION STYLE RAILING PER CITY STANDARD DETAIL #4240. RAILING HEIGHT (G) TO BE 36". 7g FLARED END SECTION PER CALTRANS STANDARD DETAIL #D946, SHEET 85 g0 MID STATE NON —TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES PER .CITY STANDARD #3420 82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW SIDE OF FRONTAGE. g3 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81 WITH MULEFAT LIVE STAKES PER DETAIL 1059 SHEET 86 g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 & 6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED WITH SEPARATION FROM BOTH WATER AND SEWER IN ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS. 87 CURB OPENING PER DETAIL 104, SHEET 83 gg BIORETENTION AREA PER DETAIL 105, SHEET 83 gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84 0—INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103, SHEET 85 91 INSTALL 6" PVC PIPE g2 CONNECT TO CATCH BASIN @_8" PVC CONNECTION TO SD PIPE PER DETAIL 95, SHEET 84 g4 CONNECT TO STORM DRAIN MANHOLE 95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020 0-20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84 99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN 80 Q�pf ESS/ pN Q W � E : 6- - 1 1� '9TF �F C ml 0 U CO w M � a? U-o Co a0 QU) OZ �. w �ul u') F- w J ~ F- U ~ w F- O w a U) DESIGNED BY: cz DRAWN BY: EA/EM CHECKED BY: JF APPROVED BY: DATE: 11 /30/2015 CITY SPECIFICATION NO. H / V SCALE RATIO 1 "=20'/1 "=4' SHEET NO. 20 of 91 a I JOB NO. 135-100831-14001 ,.---, � .... ......... .... I .. ..... ...., . ... . . .......... ..... ..... . . . . . .. ., .. . ..... 5$ - . I .. . . .. . -s*-*j.,,w ." -- ---.- .. * NSW I *.X m%, 11 k� $1 'S% 11 'ss'll I'm ,:*$, '� XI, ..... ..... . . .. ...... .. ..... .. .. . ..... .. � N. . S, ,,ww'-_lm"*S� �._-k�. A$*�&,��VAWA�bl'�\\,Y.�W.\\k.\\\%,,t,iM$Pl�,,�W". 1$ml 1�\11*�k*.l .XAKl\twAlw.�'s.\*k$ .�%�";Sllwi�04'*�%\\�\\N���\,W.l�I .. ... .. . . .. ... .. . I I PVI STA = 9+75.00 1 I I PVI ELEV = 205. 5 - - - - I - 1 1 1 . -K-=,�2.5,4,5------,,-----�-----,,--,-,---,------ - - LVC = 200.00 - I , , 1 1 1 � - - � � 1 I � I " -, STA = 9+86.24 1, - � , I " i - I--- � I . � , I 11 I , . ­­ - z I � - i I � - I � I k � I , i I 210 z , IT- ­Ml I .. . k .. . � � ..... �...... ,,,, . . . . . . . I . . . . . . ;; ,.,, -*x-lx_lll;9ll\w- "' w -��-�,-.�w,�r.,.I,f��,W,4,��Aw"x�-xv��x*,w�..,.,-.-x,;�v,,-v,,�;�,>KW,-��.W.� -.-,,-,, , , , .. I . . . . . . . . . . . . ...., 'w", 1, - . X`wlft- . . . . . -_*� ....I . . . . . . . . . . . . . .l.. . I.- 11 . ,�- *_" ,,,l ........... ......... . ",", I,-�'­V, , - C> I _...__ -11 (D ...... . 0 "'v, - " "" ... I ,. ..... I , , ". ���I,',.,.,. ���� ��� I -.1 , 'M6,"'. 1 ... ***��­ ��� �:*W�< I I I C� re) rl*l ul I . . I..". I __ � _,C�Qa_ ___ - --,--,- 2 11 C; I - - - . . -4- C> C> CN W1 �_ .4-+ + C*4 T_ + N T_ . � I V_ w T- < - - ,*n* �? o < z � u . 0 0 L" w t; - 'I*------!---- N 6 Z v- < -, I - ill ` PVI STA = 13+68.20 I , . ____ __­ - - ------ I ------ - ---- � I - ..lp____ __F_l � - _-7-0 -,--,'I',- CN "4 0, F- <of ,,_,_4-__­_ ,--,t-,--, I K 31.55 m wiv) >- --- ------- -------------------- - - - - < - LO --,----,W, - z 0 I-- I = �._tVID_1,11­130., - _9:lt<� . - - I w UJI (0 uj (n (n . u� w uj 0 _j Ix ... Ld.rll-_.. .. . w, ­&:k­:�;.�,�. I .w..."."11.1 . ,.:$$.. . W. . . . . . . . . ..... ................... ----- ,......C6 Ill-1111-1111K . 11 ...... .1 ... 1: 'N...... ,11 e :U%,...... ..... ... - nl,.­*�".;,�% Mw, ...V.>"�.,*�%,.X%"..'��,'*NW.��.e*;�k,�.� ...... �.! . . ... 1-.1 I _. . 1. - .ff$..4, Asla . :�I' ...:: ;�p,�.;*..*:km4--m...;��-.�"v��%.�wy-:�w-M"7 ..',,�XIN. :fy'nz ... :: """"' `I� .1;�.>",:I:::;��Z�,,W.,,.*..�:�':%k;�,�l,,:**:��:�::::;ff.::::�::-�.�'.,'�,.�,;::Z,.:�'-,*:%;::$::�:::�::%�:�*.�:�:::.V:�::: - ­ 1: %�=�'Zmll . - ­ ..;;..I- �1*1-,.,l - _. 11 ..,:���%�x�,�.�'Al'011�1%"-*,;;�V/.'-% I - - - - - ------------------------------ - .... ::,. . ..... . . . . . . . . .. .1 '.1 5.%:".�.�.,�.&V.*:,.�%",""Ik�: - M ... - * r,%*" 4TOT"65" ". _. ,...- - . .. - I I.....'. -11_-------l--.---;-w-0�l Ill I . '. "I",;* '5TA ­ Ir- F- ce 0 w _j �_ 006 '. 00 7*1;T, ' ill - + _j U) a (N I - . 11 . 401 I-_ ir z ,--- - __wl i z If < (n - Ito _j V_ ft ii _ I �141_ co T_ -------------f a) LO C� � I - -1 - I LP ELEV = 194.07 L -_ __ __ < �_ - CUDD (h C-) z do z U- 0 z ui _j uj II "-. -Z 2� V) - c6 "0- -7 " co - I w LO IbRI, 0; = 0)+ "a illillillill V). - ----- ---------- I'll, ''! mml: llm ill, - ­­_,__.__,j_ ----- - ������� � __l_t:> < ft 6 2 -01 .J.-A.M.- ----,g I &1;1__,C",_` fl, ­4 -------------------------- . V_ _j A = _.4_____, I ± (N ..... N -%�3T­----­---­ * w C"N w- - - - 8 � ##_"%� �_ re) 11 LLj V) F�? v-- I _a , --- -------------- - --I<-- - ---------------------- _4� 1--l-11--�­1 "4zzzz_ ::I C.;4 v4 ;z _��� M %.-., �_ < T- OC) Z qr,- < to Pei F_ V_ CAD I C> LC5 I __t---_ INI-1-- .____0l.­ � TIn-- - "_­'_­­­&'_ LiE� 177- - _1111 --- I_- I a, N �_ �l V_ C-4 10 !�4 pe) . _j 1 I C) ft -_ 10�----� r�71_: _,_­­_,__ I------,-- __ 1: I-_ -cl 1:> " illillillillillllllllIIIIIIIIIIIIIIIIIIIIII11111111111 _____� - �___­------ 0 - 1111111::::::��� � ----JL � - �� �� - -­t- -------- V_ V_ ;*' . 11 = __ � - _�_Q I-Itn ;5_�i LLJ LLI m I w �- r%, -wl- uj L) V_ " Cd V_ 0 0 - Cq n u') 0 z . (n V) >- - LL.j - 9, 14<111-11--- � _+ I -, __ . ...... . __ _.ie5k­,____,e0_..Gq, r.::)_,_,___,_­­_ _.__,u,j*._,j.a._, 0_0 __ - ___lH r!n_<1 - ------ - --- a- I.- N C/) >_ =: CO � 2 C. 2 '11 - w �_ 3:: OR �2 I I I . IIIIIIIIIIIIIIIIIIII,Ill,llllll 11 - -� ------__ cn ME - - , V) Lj T-- L u-:,..-:.:-.-:,-.,;,, ,4- I cr_ m ):rl 5! m uj ui co En r-- -re) 11 ., U-4 &1�5>5- =E - 0 � 11 -a In I.- 11 N ... ... ........'12 . �lg�,-Gq: I .., .. �,-_ -� _-�41-%*"v I" - ... - 200 .. mm; . I , k:W­l..!._ -, .... `I%*�l lZ so C.- I'M � . . . . . m; 8 P YC 11111 I - I :. ,�.>,,;,' . . .. :��mzzmmll::I ...'!"MV1 *1 ": . . . . . . ".....X. .... .1 -*:­:*�4w M 0A, -::::�v 7 W., :? ...".. -�:.:�.�'A�."":..%;PA:.:M.�X.�.,\'.�%�-Tli����*Z%""�t;.Z�:��'..�"., **:: .:k ..... - X......"',�X.,., ::,*N5Il_W .%:IMz5*A **.W.!�Z*M: I­_"'�llvl*'_ " __`­`­`� :,- . , ,�:w . . . . . . �� . . . . . . . . . .1 ,:::::" : -:::�:::c I I 4.n I .. .... "", " WVMIZI .,.-,-:,:-:.*I:I - .M�:5:"::",-,.)-.:�:!g..�..�,.- I IV", ;ZR -* �:Z:*%� AZWO.- " , LO + ui - %.-.O am %ooft _j w < __j to LO = = --- I I-_ I-_ z f� iR 0) ::� CN M Z, I,J V_ M %-., %_.- �_ 0) 7 V_ V_ ""� --3127o I J�_-!Z� ". '. .zll_wA& I I ., ,,, V.";,W.X.�*1%14�"V"A�*111..Zkl��/A,X*ZIVAII-,$-�.:*�m� , ,,;, I , CD ul") I I a - A - ­ I - - I ---,--,--"- --I--,-,-__", ___1 . ,---I,-"- �__ll � 2� � . __ I - - - V) (n 0 T_ I V_ -­ - - - - - - l._­l_A&____­_=_ ­ " ._,,m_­i3, 1% IT , ,,-,,-,,,-,, U) _< _< =v-4-m .- ,�g lw�:l ft 11 t.- .< I I .C_ V) p .-a C) r ..,w C/) �._ m - 0 - __ � . '_'__,__,____, - C) + !I m - - � �z = in M W w- !:Ei 4- I.L. - z U Kv) mw ft I-_ 0 . z - 1� _1­l­.­-­­.­.­ll_ 11 ­­ _­-_._­­­__,_­l . , CN C) - iiiiiiiiiiiiiiii, _"*_� i �� " .. _j �_ qqr� � � I � I---- - ..... - " ro - �� I I ��� lllljjjg� 1, lll;�lllll I 1 -1 ­­­ ­­11111 ;__ I I- - I— T_ < I . I � 1111010-1-11-- �� V) - . i LU LU ___ � 11m,'' k-,- 111111111, I I � illillillillillllllllIIIIIIIIIIIIIIIIIIII I'll,liliiiillll � I I I in z __ - uj 2: ---- -------­­ - -------- __________ ---------------- I � - ------- . - - . ------- I 1, . - I = 11�111111,1 1, 1, I � � 11, . 18 p . I . ...... ­ .-I", ­lw,;I;.' ..,X...... .- . M111, . ....­:w<,I.. '..." . � 11-1.111-1 . .. .... 41"I'l.w0g." .1'.. %ls.wmp.1.1ll1.li*w*I ;t MIZIM . � . -111 ..,.......k..I _; '.........'. ...M., I, *1*11".... 1'_ ll-� �;� 'All, 9.K*k-'_.mm: .k..I .I .k..I .k..I .k..I .k..I .I .k..I .* . . .k..I .k..I . , , , . , , , , , ..... , , , , , . '. 11 00 .... ... ...,;" -.�� ...... --------,I..: Z,w ..m --l. . -------- - �,�".-. .� ­­.­ I _`o"m____Awm _____________� __________� �rk;k.. ... ... I U) ..j �r I hkf A I ��� 111111111111111111111illilllillillillI lil - I I I'll - I - I I 0 - , � I I 1 - . I IIIIIIIIIIIIIIII ,I LU �- 4� � I ------ ­ --------- ­ ------- I I - ____ � ... 2milill, - _­ -------- ­_­­ ------- ..... ­11111 ... I'm � - - ------ � - - ---------- � --- ­ I I __1111111, I Z - - - - _-- � "mmm"a,h,�__ ____ - - - _______ I. . Ilk,- ­ ,I U) < , I I I I ft--Aft I � z I 8"i������ 1-1 "8.D,! � - SLD ff- ------- ------ Ill, 11 I I 1 7 HD' __1 I - ll;;�� .1- ... ­ ....... ­­ I � I ----,--_PE 5��P* OT A " - - _:::t=l , . - -0-j" _.... .. --.-- a "it", I , 0 "I I ,� 1 Z I zllftl,,11,1�1��111111.... ____ 8" 1 N V(W) = 188.04 - - - 8" ONE WAY WYE .... . - 190 . . . . . . ..... ... ,,-M,5:�.`.,�l _: �. m_ -...' ­ � ..... ........ . .. . . . ... . -1-3 6-,. 8 ��Zwl: ...:,:_.,_� . . . . . . . ... * ;�Z� 11 71:Tk. I - 1%1:*� **,Z-M_�: "IM, '" I I I , , I 1,E-. I . _.­_+_ - z I t - -, i , I I ­­ - - , I ,QRREG,L-M,TH--B,-"-,,,QNE-,,-WA,Y--V . � ! I .---..,t--- - - I - - I—— No" - - __ - I'����'ll""I'll""I'll",'ll""I'll""I'llI I -- ­_1 - I ­1 ­­­', -I . ­--2&,2'-tFl - _* ----- SD ...... 8 R 17 HDPE I I ­1_1­ - - - I k I - , , 1�_­56--Lf - , I - I DI'll ----- I I... - ����������� , , I z ' I PE STORMDRAIN @ 1. I ' 457o' SEWER @ 1012 0 I - - - I 11--.1 Ll­ ------ .- . . . . . . . I I ­__l_96_Tl_______l I----,- I I � f 1111 illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIililllllll�lillillillillilllllIll,lllI I - 24" HOPE STORMDRAIN.,Q..,.;,I,.4.8.Z,%,,,,,,.,,,,,,,,,,,.,,..,- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ­'.... ...... , , `� I.......... x . . . . . . . - %*�l.%\"�1*1:1"."..".,.�N.%.k4.��,.��-XI.�.%IkI �yu�-.M,A.l Il:�.IVWIA"14�. , ­ .I.. .1 ... .. ...... . OP���IW..f<��.�,�.�:",.:��/��l.I -.,�I:11'1.1. . . . ........... .... k.". .. . �... ..:,. 1�2­� Ily km*g . .. ... .... . . I, . am.:Zkx ... . ... .. . . I : '111 11 1111 11 11 11 11 11 11 :�:::�.:��:��:::"�2;�,;:�;:k;:;2:;;:�,,��:�,�,�:�.,k::k;:,k;�;:;kl::ft�k�:: -.::%,;�x:_.,.!T.!Tw 1. 11 11 11 ill, I,. .... _w ...... �.__. " ,-. 6... _:.11 . . ...... .6.. -I-I�x - I .1 ..;.R�."t.....1w w lmll" I , **l.k1l , 111.1111,, .... , - l*-.l�xlx/*$%wll;lllb0`I%% .1lsll-$--m.&0xM x X-��lw_*X;X-�V.n.;mml/ - I . . I . I - - - -i � _­ , , ''' - ­­­­ ------- ­ ­ - , - . - - - I _4____l_-__lll_ I � - - - . - I I -111-1.1-.--- - 1 I I-, ----\" - - - 11 I I - - I DATUM ELEV ­ ... % ­ ­ - � - � I 0.­­1 - .---..., ....... � . ................................ .......................................... � ...... 0A.M.M.. -W 40. MAN ......... & .180.00 ............... � .... ­­ ......... ................... ­­ ...... ­­ ................ � .............. . -0-0 ... .................................. ­­­ ..................... . ........ � ........ � ... ff%- - ev% 0�� I I I LEGEND 0 - - I v v v v I zi 0 . E_ - - m__l BIORETENTION AREA I I .. ­­ .....:.,... . �, .,*.*,.* ,*,... . - :. *.... -..... :...C:.-�-.:, . % .,... .. * - I .. - .1. - . -....,.:..�'.-*; % 6��.. .;.- � 200 (=> CN (=:) + 0*4 q;;t. �- v- LU LU LU Z: �r U) .j �r LLI (.) LU �- U) < :5 a ---. !�! 0-% Lo 0_­� wa - PO .---% V_ . I—% Lo '7 0) . -4- r4l L0 al C*4 C',4 r-... I CD .4- Lr) . . . 0 . 00 . Cl q "') C14 * v C> p C6 06 r--: C.6 U-i I ui 4 LO 4 => ,C--) (D T� (=> CD CD 0) (n C" M M a) C" m 01) .N " C14 (::) " C-4 C*14 T_ V_ V_ qr- I V_ V_ V_ ol ,.--., C'sl %%-..O *ft--.O V_ %---, %­0 %._-� %__.0 v- I I I I I I I ------ -- I I I I 10+50 L I 01 I (N L61 0) �r. 'O 6 T_ I EL ___ CL ___ (A Q) E (1) Q) I_- C/) 0 < 9 T­ C) C) 14, T_ I V__ 01) 00 C) C) vl- L6 cle) T_ �_�o T_ CY) 00 C) C) 11+00 I 10' P.U.E. AND 12+00 � STAO 10+50000 = 14+00000 HORIZONTAL SCALE: 1"=20' 2 L 1&-%"W A I a f%9%Alf%9 ^ A -r,-%l A 9% A f%lL I w I o%r% jk -rr- VERTICAL SCALE: 1 "=4' 1 I V- 1%7u*%J*7 IE OUT (S) = 191.84 0 18m HDPE LATERAL 0 4.95% I STA. 12+45.36, 21.76 1 13+00 r L/ INI ro - I 0 To X.Ir IE OUT(SW) = 186.360 18" HDPE LATERAL 0 1.79% STA. 13+29.999 21.78 L@ INSTALL CO . 14+00 \ I \ 91.779 20.85 L TO Ca..,"ll _:� ll� I L . . .10-rl- . . . . . . . . . . , I . . . . 1.1-11". ��l . . . � o z . 1 ,14 -1-1 I . -. . .i q I s I . N-01 - - - , , . "I . . . 111. I "�\,7k.,.�....'-....�,,-�---��,, , -- -- G31,* Lotl)l I MUM IN I MMU I IVN . Z . � 5��llkk �l .1 $' .1 � I Oki . t5a7w,", � . ::::::::::22� . � ... I ., - ­ � �s',7E�u,,! C> '. , " 7 - . - . &I _�.\ . "I � , ,_� � -I- . . .. .. , ... - , ,,, " , , . ___ , 1.66 5' , ,_ ,,, 1. U , - I , i __ , " -, � ... �,_ - . C,va . - I I � � - - * . . , . . 'l - : I Al � (=> STA. 11 +40.79 'N' STREET . _t,t�� �,_ , - .. . , I V-� . . 31 . .1: .1 � J_ "' . '. , L . $, ...' :..... ... I 'A .... 31 ... END 1;?+U4 d� . . 1� F _)�) .... - � - CN + .. . _11. � � . .." STA. 2+85.81 'N6* DRIVEWAY - ", , . . ..... 'c - %_ _ t.N -_ I -A I . -X . .0 ;_P__� ... - . ... .! V_ I C*16.�lu - .. . - . (A ­� .... . r- CENTERLINE INTERSECTION I + .... . . .. .. . - + 0 CN qq:4. . ... �L*o CN 8 .. I . . ... I C" __4 1 4+ ()u C) --':' 8 STA. 12+21.35 'N' STREET T_ . . . I I �@ @ A. 48% S-P �pp eo� �- V-- . . n K.- ..... .., - ... ..... I ..... 24�SID -----I- + rO . __� �... ibb. W LLJ "", ­ L V: I STA. 1 0+00.00 FIRE ROAD 11 :�*L, ­ 11 � C. ..... I 24"O 0 1.45% ,ill$ Cv N -�'� - (/) .. 0 -t - � I 1. I + I " .No 0 , I bil W 2: L , V-. .1 cr- 0 1�:, " *ii . 11 V_ I . 9 ,PN, 9 . L' 31 b .39 : " 0� -' PC=l 3+06.9 '�ll I I - .. :.,.*` I , 0 V_ .�-: *" ... I li ,--:: �-- -�,� 8"26 IS .... = 11 ,, I .. - i - 11 �-` _�' 31 ( � � :I� &,36*0 lw� S28*13)32 vp 1.4- ,,llww� .j T . -0 E T_ -__ ,, .L'i ... .� ""'." L .. ."... ... -,.."I R,._500-00 .­ co co - "' ______________� I Cf) . .... - , ..- - .... 'I,' m . - .1", V__ .... ... n EC ON "."i, .. , .. . -, .. . f**- CENTERLINE INTERS -� , ll�W�L_l 11 - . :,..- . . . . . Lij C) X I ...... cc + ,, 11 . . .:... . . . .. ft i:� I . :::;.. (6 .... STA. 12+95.59 N' S EET 11_____l' I 8 ... ....'L . I 1 " I F11- N -11 :�l I I 1� uj �- .. . v , I 11 .. � I .1 ..... � ,,,,,, & \ (n :,.: I. I .. ,� + .. STA. 2+39.84 'N7' ) I ---..w . *\ 4 '_ - . . . . " 1 0114 .'.-�.'.._ . � . ... U) < . * I V_ .'.' . . :11.� . . . . ..: . . I., . ­ .*.. , . ... ao . ... � .1", 1� I . .1.1. . . -, . i� ... . .� .. . - . ..- ", 1�, . . . ... � . ... ­ 0- �.. ­ 15 -__ . iii- . - kle- " ' " ­ 1. " .... I .. .. I - . oi-. "� . I... . : ... .. .. "K, .Ilk . : . . ml., M . I . . . 1�� , * I -n , I . . . '. . . . . . . I ..­.....­­­.......... . .13 7 70 ip\l .1 - . .. -.-.-- ... . .... ..... � .... :..:. . . . ..::::::..::::;:::::::::::::::..: . A - ., .T_ -, . . . - . . . .. �, V, : - :::;...... - - 7_ 1 Nz ,v 11 \ el&A - \ V, .! -8 . . ...­..._...­..... , , M "I -.A.7 .a- . . .., . _­ ... , � " ......._. . . .. . I ... ... . ­ 7_�7\\\*__, �11111'1 _� . " - , , __ ..... a . .1 R - . .. .... ­ (t\O - `_ " - - * . . . - . . ill 1. A, . . .. \N Ill-NE'u'll - .: .. .___�l ­:, ... :. ___-� . : . 77�­-"_*1�6' L11,1111 li I", _'44 .. .......,­ ..... . . . � ..... . .11 . , : , , - __ . , . . :" - ­'­*"'** L" ' '-'-�-' , , . .-::,-...,­...,..*. ...... -..*. ....... . . '* -11 - I .....�.......,....-"..�......�.., . - 1, . - . . , 1 7' P� : . . . . . . , , . , / . .._l.; - ­ .... ***" ... �� �� * - ... ... ... ... .w ... - ; L .. : ... * . , ,\g , *;� : . . ... - . i�ii . . , ", *N:­W­l\k, � I... ,..............� �i!!Iil�iiiiiiiiiiiiiiiiiiii:ii�iiii���iiiiii�:, . . : . . - X_ . ..... :-.`...-...* .......... . . ........ .*1 - _- _ - . . . .. . : . .113s, .., . . . ,�-�. .. ww", ,-I- ......".. . . . . , ... . . . ��-::....�­­.�­.._.. " - '-'-��:�.....,.:.,..,.,..:i:,". ...".." _ �­� . . - 7v\'�*� , " . - , . ... 4i - ..... ­... .. '...... ........ ­ -.-:....:.. .... i:zi-, ,...........: �:­ . ..:.:. ..."", "I , .'�`K . �:-_ .... ­ ­­ . . . . � . . . . . !!�!I'_ ..,.li!ijlj!lijl!i!!il .... .. . - .. . .. ................ � ... � . I- ..�...-......�..........,..........���..�.� -$ . . . - ". " ,......... .. ....... , ­ liil!ii - , . . .". _��� - I - -K - .. .. -­:: ': ........­.....!!! I . a . . . . .. . _.... .:... - - :::::::::..::::::::..:.:.:.:.:.:.ii!ii \�@ . . , .. .. ­... ......... .........'.....X � , .. ..­,F .......�.......', .............. ......... iij�� - . . . . I ........ �..�...............�.......-...-.-....... I I.. - \ . - p"T I,N,�j.,n.-- ... - .. ­...... .............. .. ..... l* - � ....... ­........." I "" , L ___ U_� I . . . . - - * . �`..-lll . ......... - ..., . . -� . I,N:�.o tij�jiiiliii�liiii::�.: ..�,��.."�'.�i���i#���]�]�;������-.'., 1111illi; i�li�i� I �: .�. "**', ,-""..",,��.-.,..�,.-.--,�-��:�,-- - - � : , . :.. . .* .4 * . 1 -- -­"*-.---.---,";..--.-, . . . . .........:.::w:::�*-X,.-_ , 1�1�111111111,, . . 01 I .. I . . ...... _... :::::::,:N""."��.*..,::.,*::..:::"..*...�..*.,.::::::::::::: I-— �� . .. . . . .*.. . .... .... . . I .. . . . . ,....�:::::i��::N::i::�:�::::�:iii:i::i:�ii::i�;:iii�ii:i:::�*i a I POW * 12+8" 89 �0.68 R / �` - . �_ .., * � ( - . . . . .-..-.'.? - I - - �� - 001��- � .- . I.....' , , - * . . - I *. . ��iiiiiiiiiii�i���lli�ll�ll��illilli�illijiil�li!,..:::::::::.JF.:;�'.'-,,:::::�:::::::.-.::�.�'.'�.�::]:i::: ..... . . . " .a._..................., .............. _ �. , - .-I.,.-I............... _;� . . . . .1. . . . . . . , , I I :.::::::: .... � ................ � �.......­.................. ­­ . . . � X, .........­� ........... �.,-,-.-.-.� .......... � ................ ­­ ��� ... � . ..:: . .. ..... .:.. Lu . .--. . . " " , - xj��::�X::::*.*.:: .... _ �­.­ STA. 11 +50.35v 12.84 R ...........__.... . . . . ., . .. .. I � ..... _ __ , . I .... - ...., ... � .., ­11, .. -:.:.:.: . .. - " . . . . . . . . . . � ... .; 11-1 . . ........ ­....... ., zi EREET - 113 T - . . . ,/ .,'I,. ... ..;I..... 13 ... I..,......�.iiii�i!iiiiiiiiiii�iiiiii!liii�i!iiii�iii!�,�co I , ' '... - - . .9/ - . .... 1I. .. +71.B6 ,..___,...,._ .---I .1.1. ...­:­ ........ ... .... ":.. - (n ... .. ­ ... ­ I i��:� - I le . ­.... 1. - .... .:�* 10,_,"....- ,...,......,.,..�,.-.,.,.,.....,...� ­....." ...... .. .­:.w,:.:.:.:.: , :.: :.:- V) - `-.'-`,`.i.,.: -.­­ ­­­ ..... .'........� ......... . " .. . ,........., ... ­.. ­­.:� ........ -.-- .. -... -, ..........,. : . ...... ,..-........-,-...�.,i .,...,,..,.....�.-..-�..*:�-..--���..-*-,,,,,,, ­.`_ �­ ::�:::iii��::�����i���i����i�i���;ii�!�i��- .... , I ,...�....,.�.�!��i����������]i�i�����i�i����;��e.', ­ ­...., ... � . . x ......... I ..... .1 ... I - .., ;**.,*...,. 8 SEWER* ­ONE WAY_WYE TA. 12+46.599 21973S::*:I .: I:::I':':'­­` :;:"I`-`,; " -.-A J- I � / ­.......... I.. STA. 3+44 it 21 75--­-R'­­ _ ,-:,_...-.,;- ..,: .. ..::*, I. _.. ......4....., .."..... "..- .1, C., I...., .... _... i� .... - Q --,- " .... - .. .. .-,__._,i--`.-',_.__ ... - - - __ J - _ I -, .,.,.�............:..........��.�.,� ... _11 .... . rl", .:: - ...... ­1 .... � ...... I ...... I ­* _.,____ PRIVATE WATER ................... " �. ­..­,..._......-...­_ ­............._......_ '': .. ....­ . .. ..... 0­ ... � .'.*.,.,.: :.. ........'­...........,_ ­­............__ ­ ­ ....... I..... ..... _ - .. .­.­ - _ --w�;.:::;.:;:::': ::-:�.-,­ ­_ ... wl.:... ­1 ... 1, :,:!:::­`:­:.-:-:­* � . ...... 'ALL'CO I .;.:....*,*,* V. ............. ..._......, ......,..... ** -i: rn . . ­ ....:..... ��iii���iiiiii!ii����i��iiiiiii��l��ii ....... .- , " ­ . INST - ... ­�:.;.:­.... -:-:--:-: ` - -.1. __. .:: .... . .V­::: .... ......... : . , , .....,.. - ............ .. ....:::::!:.:��.:;N.:::...'.--'......:-"::::.::::. ... ­......., ... .:..: - '.:_:.':..:::m:::: ___ INSTALL 2'X2' CATCH ... - �:::�:::-;-::---­,im:. �l ____ll ­....................., ........ .:: ..": - . ...... ... - ... :::::::.-,:..-:.,..::: V...... ­ ............. � ... ... � .... � a I .. _% ................ � :::::::::::::::: ::::. ­.:.: L......... .:::::::::::jF:::..::::..::::::::::. .. .­L­'­­.'.'. ,.­.,.,...,.­ .... _.­ -1 - : ........: , : .- ­ .� I—. _� ....: . � _: .. ..... . ... ..%%. b. :::::.,.......,....,................ .... ..... �;...:::::::ff::x:... ',:::::w::--.::w: : ..... --..--. , * ... ­. ­ .. . , * ...... I - ............. ... : : : - - .... -.].o " ..,...:�.�'.-:�:I:�:.�V. - ." ....11lii� . . ....:::::::w:w:::�_, : k 07 - . w ..... ... I ..... �� . .... . L...., ..... ......_..: I, ,.,il": I .. .... .. ...­. I .:�. ,..:..,.-.l.,.,..l .,, ........ . . . . . . * _-, .... .::: ... ­'­w.­`­.,.­`­. _v , ,,-,-,- ­. . ._,.:::,..., .......... imq-w- : .. : ,....._. . .-:­..... .; _.'-_bb_.�',a.!, ­ ... ... . . .....: ..... .... . .. �- ­...... v__ , Ii, _ ....... .:.: . . ...... � ........ .. ­...­... ... . ...­ . .... � ........... . . -1�i�;�i�ii�iiiiiiiiii!lil�iii�iii�:iI iiil�x.-�!N*,.`.`. . .. _:.X. - iiiIiiiiiiiiiii: ,��i����iiiiiiii!i�iiiiiiiiii�!ilt��iiiiiii�i:iii�� : STA. 11+54.36, 21.75 R ........ I ,.."..-, RIM=l ......iiii�i�iiiiiii i�m ­..,...........­ ... .1 ..igi�iliiiii!i 'BASIN ... %W/ GRATE .... .... i:i:i:iiiiiii::i:i:�:i:iii: (n .. 94.55' 1 .���]�]�l.i:i�.-�*'-"'::.-..:.:::::::: ,.. ..... w .:.:.;.:-:.��:.:::::.:::::.,..::I:..,:::,:*:::::,...:::.,..::,..,., ...:. ...., . . ......... ­11...."ll, ... ..-::Oi.::].::.:::::.i:;::i:::::*:,::]...�............,�.:,. -,-.-,- .. :".:::::-.*.:.,:::::::;::::::::::E.:::�*�.:::::.,.�-.'-.'-.-..-.'-.l, .."".. .......... INSTALL SSMH I . .................", .... ­ .::�:i�]��:i�:ii��i:�:j:]:i,:.::�:�:: - ........ 1. .... I ...... i� ".." ­1 .,. -r­" ':':L:':::-*.-:-.':':':::::::�::41;-'..'..'::::::::::::::::..'.-::'." ­'. ............... .... I .l.....­.,....., ... ..-.----, I . . . ... ......... ... . - - .... . .. , - -:,::�:�:i.:".W�i��;�����i�ii��I���l��il��i�iii�illilli�l�iiI ,. INSTALL CO - _.._...__l .... 11 ... 1­ ::,... ­­% .Ll­l`_l "' 1 131 'k-71. ...__ ..... : .... .. .. :,.;.:.:.:._,: . . ...... .:::F:::::::.,..::::::.,.:..,..."...::. , _..; � . lvj X. 1_....... , -��!l���illi�ill�ili���:[::",:�.;, '. 4 .1 I— % INV=l 90.05 �, - .. , * .1 ­... , :�*.:::::::::::::::;:::::::.It.::::::::::::::::,...:::::,...- ... ­...... .. - !�iii��i!!!!i:l��iiiii�!!� . : *-..::.,.:.:::::::::::::;R;*.'-.*..,.,:::::::::::..,:,-,... I ... � .. mlll . � !!! - *iii�i�i���eii�!il�ii�i�l���iiii�l��iiiiiiiiiiii!iii:.�...::":::**,:**:: C\4 .. �!!+*iiiiiiiii�. ........ RIM=197.61' STA. 12+97.80t 12.36R . . : .... �..:iil.� ..... * , .... ". ....., .... ...... .... ... ..' - :::.:::�:::::�::::::::..:::.......�....�...,.�-,�.. : ­­.- - ­ . - . . . , , � +1 . j:l: ��iiia:'.i:i:i:i:iii:.",i: a ,: . + I . ....... ..... ­`.­ - .. . ...... . . . -�: --. _:i:i: :::::: *",-iiiiiiiiiii��!!��g���������=.:.:......i.i.i, ..-....�..+�............,.....:..::::-.:::::::::::..::::. _.....­­­....� I... � .... ... ­ ........... .....". ­­ ­....­.++­::w::.:::-::..- RIM=200.21' -` ::i�" -, .....'. ! +:,:,:,::,:+:-:: "' ,......... ­­ ... . - ... 1. .- ....... _ 1. .­ j::�,:j::::.:., _:.,. 1 O' P. U. E. AND + I . ..:.: ,. C:�� ...... .... . ­­­ - , .­­: . ­1 . , .. - .. ..... � ..... .. ...........,...............�...��....,....,..-. .: ..l. ... -.1-1. . ........ � , ... 1.,::::::::::::::::: 1 i�i����;;� . ....' �.. 1::::m,.-,:m:::::m:::::ili li�i:ll��!�11!1!i!!!ilil�l�:.:.:.:.:.:,.:iilii�i!!!!��: ��..++:.-.:�....�:�-...-�:�:�:�::: . - _..­.... - �,.� :, ......, � ....... ­ ... I �,&,-.:::.::::��:::::.:�o+:::::i:::..��:...L.�.'.'.�'.......,. _­_,_ - . . I ...... ....... ..... � ....... ..:.l. .: ... X......,........'...'.. -.-+­.-.­ ..... ... ........ w...­......,,.,­ a ..1k..... _..lWl:l:.:l:.:.:.. ... ........... ...... I . .... . .- X .::...;:;::�'-.-.*-..'-.-.'-.*-.'.*."�""-* ..., _­......,,.,,_ --- .. I, a W.......',,., - .. - .. :­ :::-::­'...'..-... . ....... m........,.,­_ STA. 13+40.Vi 20.00 R ....... I ..... % ........ � .... ,.l................. .l.. " , , INV=l 93.11 RIM = 195.53' , ....�....+"":,:::ii::::...::.,::..:.:::.,.:.: .. ... .... .::,:.:..*.:�..'..,::::::::::::::::�::::*...:::::::::.::::::..-.'..-.::�...-".,...... 70�:.........,....l ........ I ... I ......... ...�.........,.::::::::::,;R�..,.......�..�..�.,.,.....,........-.--.-.�:.-...I . + .......... :: , ­­- - . ........... - ... ­­­­1 ..... � ....... � ...... _.. .Z:: ....................... ................ . '' .1 .. ... !4 .::,:.:,:..�,.:,:.:.:.:.:.:.:::::::::::�... : I ili�:��::�:�:�'..,:i:�:::.".::i:�:: �:�:;:::::..:.:.:.,�-'-'+:.:.::::::::,:,'..::::::+::::::..,....,.,.,�,.,..,....', . INV=l 95.71' _... - ....................._ _ ­­.....-:--.............. T�_ _ .... :..--:::_ .... � ... I ... .. i.,.-��,.����:�]:�::B�:�i��.�ii*...i��'..���i:�::Ii:i:: - _ ............. _ I. .. - ��--.�.---�+.+�+..---.-...�!.:..::.:.""..�.-..-�.:................. ... ­­­­ ..... ........ ­ - .:::: ... . ... ....... ­­. .......'...._., -­­l­l:�­.­:::: ­.::: . ­­ .. " ..­...­..........­_.­ ... ­1 . ....... - -:::::_:.�,::::x::,'AB.­ ­ �.. I � ­ L ''.. ­ ..''.... ...... � ..... � .... � ........ ­,''..,"". '. . : .���i�ii�il�i!���i����!���i:l��lil�: j!�:iii���i�� �!...-.:.:.:.:,....+,.,.,.,...,.........,. " It ,-, . ::::...::::::,::**.:;:::;::Ip.+�:.:..IIQ.�iiiii ............... �.*.,:.,.,.,.,���::�.,.,�.,*:�,:�: �:]-,.]*,.Illl��::iii�-..'.��i:l��,: INSTALL SDMH 1 ...... ....... .. .... . INSTALL FIRE YDRANT ......... ... 1'.,,++,......_ ...... � .......... W.::::::�:::�..-.::::.:::.�,.::: .." ...._": .. .............. :, CD � . .I......--...:.:...'�......,.......�......., ... 1. ­.­ ............ :::: ­ _. �. .. w ::::w;::::::::::­-,.%- + """'..... �:_ ....­:::.­..... I ......... I.....-.....�...,.............,..-....,.............,.........+.............-.,-�-,.+..... . � ,. " + ........ ...�...'�:,Illlll.i.L.::�:�:�:�::,.�]�...�'.�]��:�:��ii::i".,.**",::;:...:.: ... ............... : .. . .. ... .... ., , , - ....:.: �ji�l!��ij��i% - I ............ �. ­ .... I ...­. "' . ... ............... ...... �7_40P-i..-� .......... . ...... +,........, .. " , " ­:..:.,...... ......... I � .,.........,­......... +. . ....­...­....,..__. .. ...... ­__ lji��iii�jjj!� C) �­ ­ - - ­11 ­ .., ... .­ .: .:.: . .1 ... -::::::::::::._.,,:..:..­ +­.... ... 1. ... .. ... I . - �i��;�:4::-.- ­ ��!���!�!L�,7.+%Pi:�iiii�iiiii��ii�!i�!ii ......... 11 : ::,..... 1 - . :!� ... � ........ ........... .. . .. ..... -0 _j:i��*.��Pa! . .. ......... �iiiiiiiii:i�::i�lii:�i::�;,* I .... 30 . .............."............. - + - - ­ _:;::::`;::::: _ ............. :..............++.��.....'..�"......-"........ .. :�:*.:`.`.*�`.*].':]l_ .. . . ..... ... ­.. +-.-'.'..I:.:-:-:-:I:-:-;-:-:.-.L.'.'.'.-.-.-..,,..--.-.-.-.-.-..-.-.-.-..-+. IE IN (NW)= 188.25'cn I --::.---_::::.-..--::: + �sm,". - ..:,......��.....+.....................,..�.....-.....� ......... :�:.-:::::::::::-::::::::::::::. i�i�ii�iiii:��i!lll:�i��t�����&*Aftw�i��i��i WER 450 FITTING @�S_TA. 12+48.91, 8.61 L .:,.:.: ........ . ..... � " - _` ... - - ::-::! ... ''....,_ .... i:���:i:�:�-.*.]::::::::::::::::::::..*-:-,:��.:�-.�.o ­%- .�:::����,..".-.,...-,.,.*,.,..,--.-".-,.,��t.iii�ipip I IE OUT [SE) = 188.15v / I . '.... V777777mm:.: - ­ .....l. I :::,..: . " .. ....._......,... � 1C....+:- :.:.:.X ­...... .... .­.O.: 4 �. �l:,:..:.::..::::.....::::::::::::.,.::i.: _.... I ..... � . .... : . ... I .1. � . .. . * * . � ... ­ . . .. . .:; ­.... I.. :::-:-:--- .: - ,�-'.*i: . .... ,::.:::�:i:i;i:�:::�:*.*.i+...i,g .:.::i:i:: .. :,:. ::;::::: �� c i:i�lj�� .., .. iiiijiki!._ _­ -1. ­,­.... ... .,.:.. : :�����:i:�i��i�i�i!ll!iiilll!�l�����iiiiiiii�I�il:::: ....... . 4": .... .. .:e..:.:.... ...11%..... ­�-.+�­­. ....,.­.b� - . : ...... ... .. ...�:�:10101�,:�:i:�:�:.�:�:�:]:i .. : ... ­1 .... ... -4. . .. .. ... _ %-::::, , ,. .. ...... :;-Aw­­­.,.. - . . ..... ;.......l.......... ­ 1. ..... ._. .:.. . . ­_ ........... ­ ­ . . .......... .. A�...­.+,�, ...­ - : 1: -­-` _.­..­....­_ ....... � .... : :........%..... ­­ -....-.-.-.+.;.:.: ... ..... I RIM = 197.13 ­ ii�! dd0p ��:'.�]�]�i� ....,........__. ...­. :: .......... . ,, �i��l..�_,:". .,_, .'........ ::� .,- `.X::-::::::...... %... ... . - ­..... ...... ..... ... ...." * , , , , , , ` ­ :* "' `­ '' . ........ * * "'.­.". .­...... . : :­ -,:: :---:-- � :�ii��i:i:id&.-A��:�i�:i:�i�.'.*�i'-.--��]]�::. ::: .:-::::::::-::.:,.-.:. � 1. I � ... :...........,. - ......."..........'." ::::: . , ....��.�-...��i��!i��i�i�i���:l�i�ii!iiiii�iii��:�iiiii��i�iiii!�ii��i�!�.�-......����.�....,......* ........ I �... . ..-­::::::..::: .::.::::::::..*:�:::;:::::-:.:.:.:.:,. STA. 13+08.62. 21.75 R . _ :m;w::::-:::: ­ .. ... .::: - I ,­. ..... � � �.­.-.-... ....... : .:::.+-..-. , .... _- - - ...... ::.:+:.!F ,_.,�...._ 'W:.::: ­-:.:-::::::: ..:: o. ­i,i��w�:�:]�� ��]i:i.,.:ix........�. - . ,-"-X::..... - ... ............ �.+...........,...-,.+.+...+...�.........,... . ... ... .... .... ­­ m" . ­.­. ..+.,.",...,.....+..."..�..�..�.+..,..�...........,.-..........,. ­ ..... iwi�i�:��:ii._ . . ........ x:: + I I ­ :.:�.�:.:::::::::::::::�:.......*-... .......... X: �. . ...+.­,,. ,�,+,�.�,.�'....,.........,..+.."�,.�....+.,..,.� ...... .::: :::::::,::.... . ....... : - + . . ­­ I.. ­­.." 1w:_ :. . ... � . .... .­ .. ... . _. ,I 1, ­ ­ ­­: ...._ ... ........,.... v . .. .1. ­­­­ ­ .... ..... I I I ....... : -)IA. I -r 0. I I I I.Ou -­:-:+:, [�iii�ii�il-..�- - tI....'' _+-­ ...... It IN kNt)= I V . 4 , ­­ I.......,. ­ .... I .. .... ..... ._.­.­...�iii�i�!��: .�!lili!l!���:�::ilillllll!ll!i*.�,t�ii��iii ....%%.., ... ...... : . . ... .... ** . ­1 ..... -ft ......... . � � �� ......... . :: ..... � .:..:.:.:::: ............. - ..'...,­....... �­.�. _...­ ...-�­-....-:::::, + ::._ - . ­l­­,...­l­­­­ ­­­ I ___ STA. 13+36.97 1 � ....... � ,�.%.�....'',.....,...........�...� , ....­.­ ....... _ ..... � ........ .. - - � - ...... �iiii�i_ ... 1­1 ...... � .... %.X.: : '... .."...�.�.....".....,.,.....'�..'� ..... �+­­ .... ­­­ I. _j 21.75 R@ . ­ , . . .. -.;:,::.-:-:-:::::!: . -, .1 .... ­­,.­­ ­ ­ . ..,.....,. - . .­ I ...-:-;:::-:-:::-:::::­ * INSTALL CO _ 1. �-�:�:�:j:�:.,�",.--:..i�]�:�,�:���.�F... . :::. .... ....­..... ­._* p ,".......­­ .... .4 _­61.- ­­ - - __ '' I f %.................. I .... .. ...... : ... ­:;:': --:-:.::::w�:;:;.;:::!:::�:,, ­­.. .-I........ _ ...... 128 �.. ...... .........,­ ......... ........l.......... ... -iiiiii:�:�: ......... �. ,:'......', . .... . + ..%......+......_­::: ''W�'.L:':':+:':".1�.-..................�..........-.+,..- I . .+ 1.�.+....+...�..�-.:.:.:..;::::--.--:-.-..� . ..... ::.: .......... ­.........+..... ­­.­­+ ­... ___ ...... ..... �.........,...�,,�.,�'....+.....�.....,....%....��. .'.-'-.-,...+.........+..............�.�..-,....... .:.:.::.:: ­ i�l����l�!�li!iiiiii����ii�ii��l.� .1 ............ ... . ... ,I:�:_­.-._.-.... .. ........,..................+,.+... - ......... X-:-:::::... _ .... � 1.�......�.....�.."......�........�......'�� :: ........... I ....................... :::::: _ ... .. . ...... .. . ..... .l.... ,.::' % ....... . . . . . � .... .......... � ........... ....... I � ...... I ........ X."...... .... IE OUT (SE) = 186.11 8* SEWER ONE WAY WYE .i - ...... .......... I ............ .1 ................ ­.. . � ..... � llllll!llllllllli� ...... : ... .............. .... ..­­ . .......... .....-........................-...,.+......".,. �.�....�...........,.............+.....� ..%­..­.......,.....­ ..:::.,-: :::::-..,."�:�:�:�:�:..-",..*.....+.,�,.,�,.,.,.,.,.*.*.,.,., ..... I -1:�:.;.:.:...."....,.,......:,::::::::::::::�..-.::::�. ... �._. I, .+ " * , " .­­.".' ...... I. ­ ........ ­1 I ­ .... I ..... .... � . . ...... .... ... ........ ­ , . ............. ... _...­ ........ ::.:..: ..... :.: ..... ..... ­1 ................. %­ .... � ....... � .... wz , .-+..-.­.-_-.-......._ ::-.�.:jj::.,,..',::�::i' -..-':::::-'-'-., '..'.�.'.'...,.."::..�l.::::::..:::::::........... ........... ; ::::.: .... :::.:;:::,.:.::_.L.L­"'. I . ­ .... ..:­ .... :..:,:++:::::. "::::':; '�: .::I ..... � ....... � ... � ...... - ... ::::::.: .................... - ....... :!:.. .-.."++.:.+.:.;.":.,...,.:.''..++.�.�+.++"+.+...�..�+.-.%..-�+ ­­.......'.......l. .... .11 ... - ..... � . .... .. I �.. .. ... ­.1 .......... _............ . .... ­........l..., ......... , � ,'..'........._ .11- :::-: � , �­% ".,.,.`,­ + ''"' .. - j��,; INSTALL SPEEDTABLE mll��lla= INV=190.909 RIM=194.69' . .... : .­.­,: - ...,.-. .............__ .... � ....... ­­­ .... RIM=195.40' _ ... :: ­.......,'., ...... . : ...... ­....X.:­: ........ � ... .... _ ................�...............,.�..-......+..+ ­**+­­ + " L, I ............�..........,.,..+...�..,.,-...�,�....::,+...+��: - ..... ;:::::::w::::­ '' . +*m . . 0 HPDE SEWER 45* FITTING � I II U5 STA 12+46.82 TO INV=l 90.19 . I GRAPHIC SCALE SEE SHEET 32 STA 12+68.82 129 SEE SHEET 33 . I � STA. 13+29.749 21.75 R@ I � INSTALL CO 20 0 10 20 40 RIM=l 94.85' 1 1 1 0 - - - m___ -_ - INV=190.35' PLA I � � ( IN, FEET ) 1 inch = 20 ft. � v SHEET IND -_ I I N* To S* : (SEE CONSTRUCTION DETAIL SHEETS 80 TO 85) Q 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 (�) - MID -STATE JUNCT10N STRUCTURE PER DETAIL 102, 1 CATCH BASIN - EXTENDED SIDE OPENING WITHOUT WEEP HOLES PER CITY STANDARD #3360 O-CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350 (�)_ INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN I PER CITY STD. 3410 AND DETAIL 108 SHEET 84 WHEN DRAINING TO BIO-RETENTION AREA @-STORM DRAIN MANHOLE 36" PIPE AND LARGER PER CITY S AN # G - STORM DRAIN MANHOLE 18" TO 36" PIPE PER CITY STANDARD #3520 @ - l" WATER SERVICES PER CITY STANDARD #6210. INSTALL PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR @FUTURE INSTALLATION OF HOUSE LATERAL. -TRAIL LIGHT PER CITY STANDARD 7905 @_ MANIFOLD MULTIPLE 1" WATER SERVICES PER CITY STANDARD #6260 @ MBLY PER CITY STANDARD #6310 LATERAL PIPE MATERIAL-8" CLASS 305 PVC @_ WATERLINE TIE-IN PER CITY STANDARD #6330 @_ WATER VALVE & WELL PER CITY STANDARD #6340 1 @-BLOWOFF ASSEMBLY PER CITY STANDARD #6350 @_ AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360 @_ SEWER MANHOLE PER CITY STANDARD #6610 . @_ SEWER DROP MANHOLE PER CITY STANDARD #6620 . I 0- CITY STANDARD #6810. UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE 48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE. @- CITY STANDARD #6810 1 @_ SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL @_ (S STANDARD W-1, SHEET 85 MONUMENT AND WELL PER CITY STANDARD #9020 @ - 1 @LS . A88A, SHEET 85 & CITY STANDARD #4440 @ - PIPE CULVERT HEADWALLS, STRAIGHT AND L ARD D90, SHEET 85 (0- MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 @ - BEEHIVE GRATE WITH FRAME I 60, SHEET 80 @ - MID STATE CATCH BASIN PER DETAIL, SHEET 80 . G - COMMERCIAL -INDUSTRIAL DRIVEWAY I � PER DETAIL 93, SHEET 84 @_ STREET LIGHTING - PER CITY STANDARD #7910 LED LUMINAIRE TYPE 1, ARM LENGHT=8FT (@ 6" ATRIUM GRATE PER NDS 1OND-80, SHEET 80 @_ JOINT WATERLINE TRENCH DETAIL PER DETAIL 67, SHEET 80 (a MID STATE NON -TRAFFIC RATED GRATE @_ BIO RETENTION PLANTER AREA I PER DETAIL 109, SHEET 84 1 D REBAR ATRIUM GRATE, SHEET 81 01- @_ CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81 @_ STREET BARACADE PER CITY STANDARD DETAIL #7330 @_ REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335 @_ MISSION STYLE RAILING PER CITY STANDARD " I - DETAIL #4240. RAILING HEIGHT (G) TO BE 36 . @_ FLARED END SECTION DARD DETAIL #D94B, SHEET 85 (@ - MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 @ - 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY STANDARD #3420 @ - INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW SIDE OF FRONTAGE. @_ INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81 WITH MULEFAT LIVE STAKES PER DETAIL 105 @ UTILITY LINE SEPARATION PER CITY STANDARD 6110 & 6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED WITH SEPARATION FROM BOTH WATER AND SEWER IN ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS. 87 -CURB OPENING PER DETAIL 104, SHEET 83 88 _BIORETENTION AREA PER DETAIL 105, SHEET 83 @ - INSTALL CLEANOUT PER DETAIL 106, SHEET 84 (@ -INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103, 91 -INSTALL 6" PVC PIPE I I (@ - ASIN 0 - 8" PVC CONNECTION TO SD PIPE PER DETAIL 95, . (8- RAIN MANHOLE 0 - TRENCHING FOR 8"' PVC PER CITY STANDARD #6020 0- 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 98 - INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN _ - ____ � FESS/ \_ - 1'el - s cl� IIZCI -) C-D N . 70 79 U-1 cx_l EX : 6- 0-17 - . I .� 1�1 I \, ;-. . OF \ ttl 3 / / . t E 0 c:) ` c-4 cv) 0 Lo :C 0 C .z C-4 qq, 0 Lu CO m 0) I N 0 a) I­­o < qql u -6-i M - Z) 0 0 W - " I" -1--a 2 -6-0 . -0 LO UJI a C:) - CO L) U) '...., < _j M a- 0 1 � < U) � - -D _j z 0 < IN= w U) w In < U-) m � (O co 0 a + 10�4 T-4 En Z I I a P.4 LO + E­4 0 Z V-4 pq 0 ::� 4e4 pq E­4 �;N, cn 0 = 0, P-4 pq :21 pq 0.4 P4 E-4 En 4ft z 0% 2 �_ Ill I-_ _j F_ F_ 0 F_ w F_ .) LLJ 0 Ill w = CL DESIGNED BY: Cz DRAWN BY: ENEM CHECKED BY: JF APPROVED BY: DATE: 11/30/2015 CITY SPECIFICATI . H / V SCALE RATIO 1 it = 2 0'/l it = 41 SHEET NO. of Q_ 11-1 I 1.11, I I-- I I I- - . I ­­ I ,.----"-, - - � - - 11-1- I I . ­ - I I I '_­' 11 I '­"'' . - I I - -1-11-1-- - I I I I:- -1 -I I - 11 I 11 - I ,,, - - . I I - - I - I � 11.1 .1 11 I I .1 - -.I,,,,-,,--,' _111__­__.­_1­1_1­ ,-I ­'­ ­­­.­1__­1___­­ I - - ---.-- I - - - I __ll_____­ -.11, � I _­­' - l­l'_'­___ I . I I .­1_1___l­l_­_____.. ­1 I - ­­­­ I ­11-1­1.1-1.1 ____.'__'_"''_' I 1-11-11 I I I � - - - - I 11-11 11 I I � - 1­1 ­­­ I 1. 11- -1-1 " -11 11 � - � I I-- - I I., --l- 1-11- - 11 - � __ -1-1-111-1-- . I �­ " ­11- _1_____­__­ ...... ... ­ � I I ­ I I I .111 I I I � I I � . . � I . I . . - I . . . . � . . . I . I I . I I I . I I I . . I . � � I . I I I I I I . I a__ ___ ___ - ____ - - - - ___ ___ -_ -_ -_ - __ - - - - -_ � . . I � I I I . . ...................... � .............. llW_l*l'w0l.'*.'4� 'W'.:�'MWMAM:Z'.�' W...."NIX10171AMM v���,P���,:-,,M:�:kS,T,A,::5�:A::::I: Mft.*04*1.�.'.*`� I'll..... " ** I '­ I .......... . .'... : � PVI ELEV = 195.90 , I . JOB NO. 135-100831-14001 . I . - - - ___4__=__ - . - . I LVC = 190.00 . - - - - . --AD-,=- . I I I I - - -aw I . I mom- __ - I , � __j C) C) I 1, C) Lo C) ft C) " � - - 1_1_lui.1ql'_-_l_-___- - - - 'll_lA__l_ - '____"_8 ... __? Cn . . C) --Vd- I . IV- C) . &F; . . + C" CD %_ + c) . . LO ,-- _j �_ � W� -cl .C.dn- I .' I -.4- C> CO " . .. . �. � I 11.11.1,...,�' I ­ 0 - - . ,. I � . . I I I Z-.,.,:�Ill......"".",.,�'.1111,-."I � 4qV*w'pKx';x '.. ft -.0- ...... ...... . .'. .1 . - l_<l ... . .. ..." ­ ­_ 1 210 .1 Q­'-�llw'.M�I_m � .=...l...;m-;..'n_...."... ­", ,...... ..... .. . . . .. . - .111 - .Oi� . . . . . . . lll­-��m . I uj %_ =" .. '_ W "'a""' .. 210 1 . . 1. LO < CD m" m w I ��. I I . I . .. 0i u 0 04 W "'w- n C) LO 11 !�! li� C/i L G ND . 0 >- - 4 C; C" Cq --� 11 = u C5 2 I � - -��rd_______'______ m - - = F' I � .­_­ ... M --- �..--,--,-<n--R----�n,.-�-�-'ac��--%� p, . I I m 04 lwj -___j 'll 'jF_� =j!e C) Cn LAJ �._ LLj I I r__ ,_ m m Id- qql' ,a Z, C14 %__00%ft_o0 I I V) + -k _< =:) . ----------- -------------------- - __ - . = vi a , - 11 m I+-,-+,,- __&';�_ , ---- --- .MJ75_____,____�.�__: .,�.�� 11-40- �0_ e4- Z� __ .,�.�x - � .44- u') � :z I— � N/ \/ X/ It/ I . . , T- v- � 00 a w w '64-----� . - z _C) r--: Ly- ;5 - 11 m =" - In I I., .������������� C) I . . . . � __ - L_ _ ------ ----- -- __11_01- 6 � - gs_;i - ___'_!:��!!!!l!jjjjj_wl____ - I �. . '��� O.- I _�4."Q_C" LA_ - i . .. �' I I < < 465 �Q; + _Cn m - - l___ol_ BIORETENTION AREA . . � .'� 1. I � OFL � I - n' ui 00 _j 9.50% ..' . � I V) ft 0 �_ 00 -, g? 71 (D _j . . . ­ .. I - - - -- ----------------------------- __ ____ ----- I --"t.11, U) (n :]= " �!�111_ _ ...... P� .... I---,- - � � I I \_ . /r el - ---m' W---- I "_ ,-<,-,-----"--,"--,--------,-'I I . . �\ - z --J, co . (n (n r.". ps IN t ,j'-, < I— I ...: '... -.- - - .. I PVI ELEV = 193.58 w . C; x Ce to Cn � f � "!:fj V) ..'... ... .. .*-.Z.: )# L to � -f- C6 u ...' �_ __� I : % :�--. .. I /%_� _# I �_ (0 "I : *. .-:- . I 1 xA*M%*.lMWw1*:0 '-Ox� k.,..* S.%'* . . . . . . . ..' �-.-.-.-.-.0 *;IWAZ: I ...,*,.,..* � wl:�%. :�ww.-wlwl%'W/l Apz-$.*vlM .� I I- " . . . . . �-*** . 2:5:;:!:;;"�ke4:e.:��:��1;5,:�,:..g..2,- , *1,1114 .. .. . .: 1% IT . -1-1--l-m. m. .:-�Z'�;&:.:-�%'//'.W..'.f��.- .. " . . . . . X..' ... .... ..... ...... :.u`)0f4:M::Nuz0'::: :?;..,",-W"",...�,��.-.�11-1111,�� �.**$.lN'l.=Zv.w '.";�.;�.' -� ft**$l.l*�..-%x'.l-'w-ll�; I Ael%Y-011�7 .' . .. . . . V- L_j * ..... z pa__________lw .. .. , .... *J. - -_ - . . r< CR R V_ - z CD - Vl- I =) I I L."."., _-'�'.._**.'.l CONCRETE z, rl �! ;Ll .-. I I qM L - co m ,:e=- C> ----,' L I LVC = 130.00 - - - ,-%--4.dl w I " Fa I*- - 44- Z_ - (D in T- V) .< JE --it o. 7 79 o- - ---GG- - 2-uk-w Ill - - - ---------- - - L � -- ----- L --- L ----- L w z .-d Ft 4 - <- - - t�-s - __ '::�_ . I m - , E P: 6 -17 N _j :3 -u-) 11 - < ft a. a- Cn _1011% 3i� Lo V) '____� I 10 00 _j w CR - C/) m C_ V) LL- I I - LP STA = 14+01.65 - co - % .%----X,-- I 31i uj �_'� + 0 ft I -T.n%l - ­ In � - - - - - - , _ - - - I w V_ %" --.�%_.. �_ of L 014- 6 -L0 ftLo " �_ V_ V_ . r r F-1 T_ 00 r-? C-4 = T- z . 11 = m uj . . I �� L S_E_25" m"'" V.: ± I_----- - �illlll C/ I _ 11 m_11__l___l_l_ll_ - ­V1 1, , �'7'_"'_____'_'___" - r --- --- _""_'_'__""_"' - - - - . V_ N 6____T%_j�1_A'l'2ll_l ____F3_' C-) - - uj W w �_ -A. I I .... - =: GO OU %^,o 11 V) 6 0 0 - - - - 3w � N-_--_l._-".'-l"- I C> + . � .-a (f) 3; I I r OF C \_ q m 4 -n 'I, '1_1 -11� < 00 r.-. �_ --,Z-(Cvl)-- - = 't I . __ ,,n-,-.-z. "%It-,<%..-- J�'"�­. -g­-'M_��' %,,4,---,4k-- - ­1­ - � � -------- 1- _­­ -------- - - - 001-00 . _j ro " 0 7 F_ + 4 LLJ %.-00 JL 4 N_ _____ I I .- L " -q- q* :z = a_ o) < r + 0) F= < V) =1 - (" %--.- %%-," I.- T_ -------- '000000" '0000 V ff"mT LOft ., �11_ I . . . . . . . . . . . . . . . . . . . �­ q- 0 V_ 0 .­ ­.. ­.*F& '..L. I - 4- 3 // - -wl- I I I I . V_ " " rw.� "i .. LLj %f I < .e-- (n E W W - \1:1>1/ :*` ... .... . . ­�....... *_ ; . . . . . . . I , I .., ­&� X .l........ * .L'.x4xwelx =-:;�".; ..... .. .v'v.v*v4-'�'x.'- : .'..�.......­ % x% . .w-:;.*w6:�'l-wx 4 .*..:: v I �: V).51-, --%------------ <11�1��� ..' IYA-M X4-:2"-111.. ..,':.. ,;:�;";2.,��%�%"r,6;��.�;�1:11.�*�,:*- - 0 _ 00C, , . .�....... . '. .-!.47""",-P,�'...,.E....I.�.- I:,?,, """w; ,:-,..,�,,,%�,,,,f..,..,,.,,,,,,..,.%.%.%�%., . .�.....­­ �..'."' .. "t -0 0 l_---l�ll--0.vllsll. .* . ....... .. --'*."�. - --- :;:pv.143lml0 .m-__m-l_--__a:l____--_m; : x-l:---`%­lxllv` llxxl/';lmvl� ­X* '. . xv,M*11 I'll "I rrr � � 11 ... � �­*-',', :"-'-'%:*�-','-'*�-wl'0 r 200 / .*.. -�:->.:*A .*... - - "I I .�;.�'X.�o�m.,�,x.:.����e.40";:,.�:%,.�,.��;�:s�,: LI.L - " , *k 200 �.*'xx�: - - . '� I l>. rr ............... rrrrrr � .. r "*�:�� . . . . . 1* ... It w 0 ll� I 10 10 00 " 'I . . w tn 9 .-A ui z �_ (n 00� - V) (-> 3: 0 w w U- _'______� I - I C:) T- C-4 . _%.*'_'-at_-_%t'rJ'_9q%___l� .-.-a'_'ly.. ­­­ - - - "'_'_"' - - -- --- --- - . - e_00� 4 Ver-_ . 00 00 91- . _1__t__l___ " LLj 741 ' 0 CY) C:) Lr) C:) 1 V_ �w- v- 11 LLI w 'w 0 _____� I I � C:) r r C%4 m;T 0 E-I---,- 15 '* ft 11 uj 14- i 0000�_11000 0 . C:) C) 1_1_11.�-�" - - z I M 0) ' 4 - I'll, ''I I _4al_-_ 1'�_ ...... glm_ -- e"___""___'l__"'_"' - - - I , - � ................... -----------, ...... . . . . ....... . .. ___ I oe'_�"'__ w'*'_l0_'___""_""' (=:> 'T"""" ..: �=­ � 1_14 0000 I -* . = v) = %-..O V) v- 0-'0�_____A m r: w cy) I I + . m I I �_ 11 ________� I ow� I'l + I L � 0 I.- < " CN V_ =:) ft 00 V) 00,11 �:�� CN [*., L . I: a) qq q'cl- _;< . ..... A'_."-u_'!m_!r mp! !7-p � - %",- "�'\___ - e!!�� ---"9-" - - - - - ", --- .-w ..... . �%____l I - '�'�' "T"""" V) ��_ m - - - ___C�_ ft 'ic - . I^-- I- - I I �� m ih�' - TVV- () LO IV- 9 rxwww ui _.� .-------- " ��� r � I L_ (n - 0**_*%% 11 - - LU W � -------- . � 11-1 - W) � --- �� ---- I . � '.'� ��____�____._ . UJ UJ u � -4 ... & -0 LO ____' S T I EX C:) � I .'� A SEP Nswo�_ _11� W 0- . uj SIMON z � LU Z: . w 2: A r)" W, I 0 (n %%-000 . ' 0'%%*0Wlx'l 1;Z0l.'lZ91140l1." ..... P.�Z..,91.1"/$",/,.*�m*.".W..*�" �4�::��.:W.%W,.:�p.,.p.�:�:�M-�:..- :.:.:.:.: .... . . . . .,,A.'$,.'$*;���-,�k"%�:n��,:�XI.".".*'I lkX*0M-l-0ll;.l* �.,.,.,.�-.:�:lk:::Ooyo:::::�;$F%MZ��%�'*.*9- ..., . ..... .... I . . . . . . . . . . . '." .. .......%': ,-.�,%:t...'��,�.��,%.,;:.,��5.�,�.,..-,..,..,.......�......,..,...-..,..,.:�..:.:.:: ­1:1­ --------- - -111111 '_ll'.l.'.`l'll*.l_.l'��*l ­ ..' :�.VZIII*k�*��,�%1"4.�IZI.�/1%"'-.,Xl��'��-o/***-:�,z�'ll.; :'.'_�.':�011_ .... .-...-'.-..:-x'x--­ x. ;i;Aw I ....... .......... I .... . -, ... ... .. . ,.Z$:::;fe'.�!;�l-,:!.:�:.:,.:.:.:.:., � I -%-:-:-;��- '*0"Mf'M.We'.""':: .", -, ..', :::��X:%:�%%:::,,�k:::�:���,'�.,k�;":Z.,.* ':Z:"%'f'M-�M"l' �' . . . . . . . . . . . -'wl0%"*ZW ,:U:::: , " . . . . . . . . . . x :::.. "' < """r 11111111111111 0 , - Lamm lkz.r , N* To So I I , , , , , , , , , , , r ............1 I - - . . . . . . . . . �.�:*:k V'�.x �' :k' �.�<'. 1 74' \Arj?v_ =. ..i L _j CO w----"N- _91*_ I 11 � ­­ - ­­_47 IL S - I - Oillillillilillilli --- ­-- _v a = - - - - -- - - - ____ __ r ;;;;� I L ..... _=-J-19-4-112-14-1 U) ""'r . - -_ - - I= n- 0 y CROSSWALK """"' I o NAA 0 < (n 0 . . ..-VVVVV""""` .1VVVVV"""""""""` IQ \*\ ui (D I I r I I I I . . . . . . . I'll ___s - &u 11 11 _­ - _ owww"' I -,-"" e% ....... � � ­'- I., r / �_ Z) .�' (n . - _j , uj �. I ::: �._ """"'­ W F. . I CONS"'UCTION NOTES: 570 I I I iA r 1 4 0 5A ..,..O�� I k I ---- ------- - % - U) < ::: I LLLLLLL -_ -_ -_ .-,--t"--,, "I 'p"N'\t, " I - . - C/) < z r I mommum� - L iiiiiiii'lllllllllll k 1. 11,111 . I I L (SEE CONSTRUCTION DETAIL SHEETS 80 TO 85) - - - - l___ll I 11,111 I r "� L 0 < 9�6.. __ & S, I a - 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 W U) -_ 11 I I �FTVC-,--C A ! - ­­ - .... . ___­ ---------------------- % - __ _ - , Ill, _11 (�) jL­3'G -5 .... W, %TER-AUA%­-­-­mwww- ......... - . 0000*swo op \ _� L I I ,r (�) r Imm w I . 1 go ­.. ... -1.11 ...... __ ... :.,. r. r'. I 1. rr %5 I MID -STATE JUNCTION STRUCTURE PER DETAIL 102, < I .'. .'. .'. .'. .'. .'. .'. .'. .'. .'. .'. - . "'K ''.... �*_ Im" . *vlxlllx00wx-ll " : ...'L".5,.".."**,,,�!,C,"..,W.4.,.� rx, �11"*�' ...,ll ..'. .' .'. ..' . .'. X, .'. *' I .'. *1 -� . .'. ..'... ... ..,.,.,,, ..,.,.,,,, ..,.,.,,,, ..'.,.,'_., ..'.,.,'_., "I., 11*:1 '�%;k';�'Slt .1.1 '!;__._.% ..,.,.,,,,. ... A9 , I I.,�o..6'1&t.V�,1'��'l�,���",IL�". 0"IMM: �11��*'.' < ... 'L 1. "Wl . ,..'�'r . ­*�'�-' �'.� ",""I"...-.".. , � . . .1 190 . ' L U-) . 8" INV(W) = 186.37 � L . ED SIDE OPENING WITHOUT In (0 , - r I - __ 1- - - -- --------- r -- - ---- � - � -- ---- r- ____r_ __S , - - . . . . . . ll­­­­ - __1 - - . @ .. 00 L . + 00000 0 r I ' ..-000 I L I I I , I I - - - _11-1." ­___ z . 0 -CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350 1 . - ------GDNNE-G-T-%-TH--- � 8 1 11 1 ­9&,WA-Y­`Af`ff­' - � r : 11,11,11 . - INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN . 11,11,11 G) , - - _'f_ - ,_ .......... _ ____ - I I . PER CITY STD. 3410 AND DETAIL 108 SHEET 84 I I r --------- �­' ""'�'ll,��'ll'"'I'll"''I'll'',,,�������� L I I TION AREA ___________________�_ ,11 I � . WHEN DRAINING TO BIO-RETEN l�� ; I, __.. -- . . . .... � � I IN-.---S-E-PA-R-A-T-ION------------------ 11 '7= ' � LE - _T_ : � I I � , , '' i �, -/----f I' rIfIr ....... r%'r'-'lL&w'kk'.____ - - L, - STORM DRAIN MANHOLE 36" PIPE AND LARGER LPE ...... _- ���---- lll____� . -11111111111111111111ll r 1 ______lll----*�70 __ 1 .41 @ - . I I PER CITY STANDARD #3510 .. .. I ..... -� . "'.: " .... '01"'.. I I 1% - ... �.�w-xl;�ln*kl�.,.%,%$.".:�4w,$::�� .-.-.'zk'-$% '&'g-p-Mm'. - �.' . . . . . ::, . - .. - ".. _. "' . W:: ..w.. *� .... .... I Mx.11l�*M-'zlM'l . ;:M - z .... 2 ::IN-:-SE-PARA­1l0N*w"'l;< W_ ...: ,� .... I r . G - STORM DRAIN MANHOLE 18" TO 36" PIPE . - . I ­­­­ - 69 kl�@ll_lT*1_35___l___, - - L - I - - � � I L PER CITY STANDARD #3520 . . . ­ n,HDP­-E ...... STORMDR; * , % - 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL � . I " . @ , - . I - - - ... .. ..................... 72 LF 7--" r-,MP�E-ST'M,MI)R,,AIN,--#,--ia.-8,97o�---,. - - r r PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR I m""______ ... . FUTURE INSTALLATION OF HOUSE LATERAL. r I I . - - - r r 30 -TRAIL LIGHT PER CITY STANDARD 7905 1 - __ ------ - - - - - I - I I @-MANIFOLD MULTIPLE 1" WATER SERVICES - - - - ". PER CITY STANDARD #6260 1 r I . DA 7VM ELEV r @- BLY PER CITY STANDARD #6310 - -------- � ----- --------- � ------------- � --------------------------------------------------- - - - - - - - __ __ __ - - --- __ - - _.- - - __­­ - - _.- -------- � ----------------------------------------- -.1 ...... i,""";",Iob""""""?,.#I,.,""Iok�~---. , ______.____.._ 'VA*W"*"Wrk%k*V~jW""%% .. . womm"Ah"Okwo . .............................................................. ............... � ---------------- - ------ . .... -kjW0lV4k4'Ak .... L --------------------------------- _____"0kmk0"v""0mkmr.'0" . .. 180 1 LATERAL PIPE MATERIAL-8" CLASS 305 PVC L . .180.00 r . I @-WATERLINE TIE-IN PER CITY STANDARD #6330 1-1% rl.. ..-� CD 01-1% C) 0---, LO ,.--"% CN 0---, C:) 01---. C� . . L I r- .414- -.44- to CO p") WATER VALVE & WELL PER CITY STANDARD #6340 I 1� CD . m (7) V7 --: " -Vd- . I @_ n 4 C6 4 00 .,d: 6 u-i r-i r�z CO 'r- 00 "i . 00 CY) M (" CY) 0) C> 0) C� Cn C> C�o I CD C) I I . 9__ T_ V_ If- 04 v-- CN C-4 Cq Cq ­., V_ %.-.O %___�' v- ,--,.-I .'_." v- %.-.., %.--., C*4 L r @-BLOWOFF ASSEMBLY PER CITY STANDARD #6350 * � I - AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360 1 1 1 1 1 @ SEWER MANHOLE PER CITY STANDARD #6610 N 14+00 15+00 16+00 17+00 (9- . I . I @_ SEWER DROP MANHOLE PER CITY STANDARD #6620 qe . . . . I . L I 0- CITY STANDARD #6810. C4 UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE L r 48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR I L I . . I @ I EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE. m . SEWER LATERAL PER CITY STANDARD #6810 1 r I L . L . SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL u . STAO 14+00000 m 17+00000 . @_ . . r . . - I I - THRUST BLOCK DETAIL PER SLO COUNTY . r )) . @ I I HORIZONTAL SCALE: 1 =20' . I (B STANDARD W-1. SHEET 85 1 it I -MONUMENT AND WELL PER CITY STANDARD #9020 - . I L 0 1 VERTICAL SCALE: 1 =41 L . . . . . 0 . . --.VVVVV""""`� I I r . . 1111111111111111111,iillillililllllllllllllllliilllllllllll. . @_ + CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD Ir m � oft-1111111ft qmwft r 41011010110 I I 1*%ft UNMOM ampow I (@ A88A, SHEET 85 & CITY STANDARD #4440 T-4 . 4011MINVID . I - I - . @_ PIPE CULVERT HEADWALLS, STRAIGHT AND L I V) . I INSTALL INLET 11 I . . ARD D90, SHEET 85 z I STA. 14+74.77i 133.87L I I MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH L I r . I 0 - I L . I BASIN FILTER INSERT PER DETAIL 80, SHEET 81 . RIM = 211.40' . I a . . IE OUT (SW) = 202.51 p I I I I (@ - BEEHIVE GRATE WITH FRAME P.4 0 1 , I I (@ - PER NEENAH R-2560, SHEET 80 u + a . . MID STATE CATCH BASIN PER DETAIL, SHEET 80 M E-VV4 ,q4 tv r I STALL SDMH .. PRIVA RCP I . I . . COMMERCIAL- INDUSTRIAL DRIVEWAY ,;Op Z V-4 STORM DRAIN r � , (9- I � 1 1 STA. 14+04.28, 11.45L I . 15! PRIvATE I r I . I I I L PER DETAIL 93, SHEET 84 w 0 : RIM = 193.84' L DRAINAGE EASEMENT I @ - STREET LIGHTING - PER CITY STANDARD #7910 ::� .1t4 r I I co . LED LUMINAIRE TYPE 1, ARM LENGHT=8FT PQ E­4 . - r IE IN (NE)= 184.28: . I . C14 r . 6" ATRIUM GRATE PER NDS 1OND-80, SHEET 80 �>o cn 1 C-4 (@ IE IN (SW)= 184.28 1 1 00 . -JOINT WATERLINE TRENCH 0 4% . + @ . IE IN (NW)= 183.781 co . DETAIL PER DETAIL 67, SHEET 80 . 50 1 V_ r L L IE OUT (SE) = 183.28' 45 1 1 I r I r @_ MID STATE NON -TRAFFIC RATED GRATE P4 pq 46 u 51 4 . I r 810 RETENTION PLANTER AREA �21 pq I INSTALL CB, OPENING=24.00' I ACCESS 49 INSTALL SDMH ii .... i, �i I r @-PER DETAIL 109, SHEET 84 m 0..4 P4 � . I Cl - a@ N3 48 _____� �A&MENT __� . ��Di I . r �� E-VV4 STA. 14+04.28, 18.00L 4�- 47 1 _____ I STA. 16+43.709 1561" i RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81 . 13+91.779 20.85 L 3 I I I INSTALL CB, OPENING 3.00 (5- ul � TC=194.12' I (n TO SHEET 51 F r I RIM = 200.41' 0 STA. 17+01.90, 18.00L CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81 IE OUT(SW) = 184.36 9 C) INSTALL SDMH ,c- I IE IN (SE)= 192.00 9 I � @_ ,pk I . INV=189.52' I c FOR DETAILS 11 I 0 10' P.U.E. AND I TC=205.62' . ER CITY STANDARD DETAIL #7330 18w HDPE --.% INSTALL SDMH STA. 15+48.23i 7.66L (.0 IE OUT (NW) = 192.00 1 IE OUT (W) = 195.17 1 . � @_ C.n - r__ I REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335 < - LATERAL 0 1.22% /STA. 14+74.80, 10.86L@ . RIM = 195.65' + C14 1 @ - zo I U-) j � C" 18m HDPE -MISSION STYLE RAILING PER CITY STANDARD 00 I RIM = 194.43 IE IN (NW)= 181.61' V_ F I 0i I LATERAL 0 5.00% 1 1 (�� " I STA 14+73.26, 21.76 L '0111-4 I L _'l 140- 00 -u-) @ DETAIL #4240. RAILING HEIGHT (G) TO BE 36 . (D I / IE IN (NE)= 182.859 IE IN (SE)= 187.00 0:� @STA. 16+27.43,,14.51 L + C" .* I . co r (� INSTALL CO IE IN (NW)= 182.35' 1 T_ + C; FLARED END SECTION IIE OUT (SW) = 181.519 INSTALL FIRE H RANT INSTALL SDMH C63 1 0) - CO 5 ARD DETAIL #D94B, SHEET 85 . I RIM=194.59' IE OUT (SE) = 182.25 1 � Ir- __j 0) @STA. 16+90.28l 11.40L v- CN . r . r . (R C.> !4! -Lo .- 11 I - MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR 0') "-,-"-""- ­­­ ...... _" . - ui ��- r . ' ...'..­........ '4;�� ** ._"`_­'_* CO CO - r � CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 INV=190.09' - .1. ­_.-_�; ----.-.--s­-_-___-_-'.__. +--"-m-- _'ta'-ll"'_ ___ -.0-4-251 _..... ... .... � _.=­ (B cn Cn � an I ft ­­ ­1 ..... ­_ ..'. -RIM.., = -2 ... ....,.., ...,, V). I r ul 00 I LO LO ...- _.,ll.­__'- 0 1 . r- - OP,,- ._'_.. m V_ (7) < " � .. -A .. . . ...... ";+ '"� + - I........, + + IE IN (SW)= 194.50 S . 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES LO %&p + 1'....._."..' ,h w V_ STA. 14+55.239 21.76 L STA. 14+80.819 0.00 r-. -,r) r- .,- 00 I ...'........,.1 ...& UD . ::.:....:-'..-"'-'-.- I :: .-q.:;i,i4:.:.:.:.jj:-. .' .-'fl'..r(0'.-.X '. ::::::::::: � @_ I r- !g. 6 '.'_$ ��..,-."..,�,�,..*.",.,.",*..,.,.,.,*.",.,., .,.-.,.�;."".,-,.:".,,..,-��'. . .l. ..'. .. , 1* :j:j: ..%: .. l.'-l'.l._'"-' . W-'- ........,... ... k��-.,_ . ... I �.-'._-.*_'."".*�� I lw- LO to "-"% V_ co .. .'.i��::: 1. ­-l..':-'-' *"*":** **' JE -:IN:�i(E)te*194.56--,.--,:,:,:,:,:,::,. .::.�j&'."..: ; 19�W INSTALL 2'X2' CATCH r- . _': ...... - ....; :�*� - PER CITY STANDARD #3420 . END PHASE 11 IMPROVEMENTS ±) v- - ... . .. - ... ;� j 1. I -r- lk' ,..,��%,::..,.,�..".,.,.**".",...:"- .11. �_ = . :' - -;il::::::. I U - _-t _­,_... ­...'.. .... I "" - INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY _t � d .. �..,.�::....--,-.---.----.----.---,....,...�:. 4:.:;:::: / I � 00 . .. >_ RO a=, --_-'."� ... ­11"", - ... .. - ..... . -- .. V_ --,,--. �'...,�...-'::'l:-..--'.. � .. ..%.:� - 0 . - - .. . -"*.-'.'.".*'-'."'� . .. . . . ", . . STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW - c" T') Cn e= I I x . ".:, = 194.00' @ . " BASIN W/ GRATE r- TERMINATE IMPROVEMENTS PER I ...­­ . .. - ... . En = - I . . - . - . IE OUT . - : . * * '. ... .. . . . . . . .. I—. I- I., I- ..... . ... ..' "-'.". . .... . . . . r . _.,.-.,.-,-'-,-*. . . .. . . I .. I",.._,r-.-.- ­ . _� - . . . . . - V *' - _. . - .. - . . .........-.......,", .. ll-­._._'l-ll__ . ­ .. -.-..­'.-_'-­.l .. .'. ... SIDE OF FRONTAGE. - ' * - ' ***' . .. ­ - - - .. � ..... 4 - . '. . I..., ... . : � I - 7 .. - .-, -,.**. s. 1� -.1 """ .'X�90 'l V7 r--. -.* SHEET 1 1 . '�4'..';; _+.... .. �; ". .,.. - I ! - . . . . . ... '. I U) + .... �� C� . .. . . .. -...-,,-.-. '" . --,.,,-�.,-.-.,,-,.-�,-,-.,-.-...,, ­­ e._­­'_....-'.T";e-_-­- `111-�. r . * _*� , 1") ob RIM=l 94.41' -4- _'__.:..11-­-' Cn :z LO �,..-..-..-..---..­'-'-';- ..* . ... -___--� ... �" I . . .d. %..j �V_ "" .I. '* . . I I—, '.. . . . . . "'I-...... - T_ -d- _'.'......'_'_' :,: . . ,.,..,-. .�.A......­, ... ... I........­-.4. . . . : w - INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81 . ­,­' -.-.-'-­_. + ,--a) . - . I. `_-�'.. -1 * ,. ......-l.-*­_l_'l­ : _. ... 0) INV=189.91 _..I, ­_'.11w' .....:.:.lV:i: . :*. ..-. .... . I __...... __ _ .1. . ...'. - - 1.0 %_ .,,jr. ­."'_"" _... . . 5.... . .. . � _lt s I- _* ;*1 . . @ 74............__ _- . . . � * ---I- . WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86 .1. .l.-..-.._....._­­ I . -" .... . Ir- -it, ­....­1 ..' I . '.. , . .. ..' �*.::. -I.- .. '........ . . . I .. . . .. I . . Cq -e ....... -ce . . ......... --&- ..---% .............. ­.. (" ­ .... . . . .. . .. .. . _".'e..'.".'l".:l..."': . .., 18.5' WIDE DRIVEWAY �__� : I . . ". . ..-. I I ---""'.'.*'.--':: -----'--'-'-..."­--' " �_ %.......;.. ::� . . .' . ... I UTILITY LINE SEPARATION PER CITY STANDARD 6110 & ....... ,....� .'...'...'."._...'..._ .. - - _A- _..: + --'--:.:-::::::::.':-:-S--%- ..e.�:".11-1.1- . .. . . .. :." ___-N \ I z A 0 @ - -�% �.,."..-,..",,.,A..,-,.-.,..,.�,-.. t : .� = 4�- . . . . . . - ... - .1 ... I ...' . I..".." / Q . k : 'K'". ,:. -' - ..'... . 2---:�-.-'.-':'--.'.'-..-.. � . .... :::��-.*�� ......r'... .. . "" - . -., � ........ �� I :�._ , .. -4- w ... %l"l.. _ 0 . -4- . . . ...r.....'...."..", . . . . ....: . . . RAMP PER CITY OOZ�;7- . . .... . . . . .. .. 1 6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED " .. . . " �� . . .�' * ... / '.. * .... . . . . . X. . I .1 - . . . r .. : -�' ..-..'..�'..:'.*':: .:::. '.','.'.,�.'..'*.,--.*�.::..".,-.,�t.,* �k --'-'-.-'-'."-.*e'�%".*'. - - ___.�. ... e'_';�---^:­' . .. . . . I . .... .'_ .. .:, :�� v" . . . . ... - - - . . . ."... . )w .. . � . ..... .. .. � . . .... r I H S PA ATION FROM BOTH WATER AND SEWER IN I � &'>- I ROW .. STANDARD #2115 . -_ I " . . . . . . .. .: .. 1. .. _." .. __j , -I',.' .. ._l_........'........... . . . �� .. . . --� . --F-- --� 6 .. . � ACCORDANCE WITH THE ABOVE MEN11ONED STANDARDS. . .�-.� bo * ': - . ...... .e. . ::: . : . t­ - - ... . :,.,: . .. . .: ­ .. :." C-) :: 00 . . : ..... . . .. .. _L; - . . . . r .� . . .'. . ** '' === Lij .... .. :.- . .. Am - _- . ... . "SID @ 4.29% ­'­_%"_­ -_*,.-I.*...** . .. . .. . - . .. n- �_ . . . . . . . . . '.... * .. . . . 1:D)ra . CL * . .. . ... I I . - I., * . .. . .. . .. . ..... . . . ' .. . . . . . . . �; :. - '. . . . . 7... . .... . . 24"SD @ 4.29% � ER DETAIL 104, SHEET 83 _j . ..­'..' ..'........ji:3. . . . . .. . - . ­ . I . -_*-_-....­.... I !k: *7. .. - . * . . .. . +23.27 .. - . .. - - ­'­.' .... ­­ . ­ . .. . � uj . C:j . N�­'.'_'. _%....!" . .. . . - . k, -%'-._.-'-'.---' . * * . . ..' . . . : . - *:. _j 4=) .. - __ - _'. . . . . m., �.._ sl' I I . . . . . . ... - (=:) 88 N AREA PER DETAIL 105, SHEET 83 �_ - "" I "I", V, . 2jj�SD @ I :.,.. '* . r --, -.. . '11� .. : . _.-� ; I �_ I- _ .. ' '..': ....... . . " )_ . I INSTALL CLEANOUT PER DETAIL 106, SHEET 84 0 I-_ . '' mmlVlNVlVV_ I ", '.." ' . I + @_ (=:) .'.' .. ,41 �A R600 (=:) � I— I .." . '. . . - ___ --& I I � ' . . . . . . 0 10000 .. - 'T"""" .�'.�!-_;* �­ � ... 1­ .._ � .. . . . , Df%= I C�' @ K, m + ...11 - -" :=:�_ I %.# �_ " '" CN . ,.'.*-' \ Fft,'.,N" I % . . . . 111116+00 S53*20 E w - - - 19-1-9 - a Q"7_ - CN p., ­) "I,,, .'.'- . ' ___�_ - - .. I r .. .. 11 11 � .... - 1 4- k-1 : .1, . . . . � . .... + ..... 9.75 ._­� +_ - I + . INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103, . "� 11 - . L.. �� � ... uj . . Ir"""' . ..* ..... R=500.1 q_ 235.54 T"""" I 0 - w . 'r lVV_ 4�A _--q V_ I " I I . " r.. ''I (8 - _.p"' - CENTERLINE INTERSECTI LN __& ai I 1'�' s I I lVV_ INSTALL 6" PVC PIPE CL I w UJ Lu 01-35% 30"SD 0 0-89% __� - _.G -._"_*_- r "N' '�**-.*, to N 'or' T uj @_ :.�� %'. �.` _ T m *. .'.'.-'. V_ - .... , 4� - LJLJ 2.7 "ZI _j V, =2m5 .'s'.'-- STA. 15+70.70 'N' STR _E + Ln + " DESI : . -'..'�'-. UJ 27 - ASIN � r -4 '*I.. 1'%.# (0 I I � I " N """r - 1 )3-/./,-",., P. + � � I ____ . 5! 8 SSO 5.37% ""'r . I (@ - + I I /,-@ R600 p ��@ 3: 1 31 "' tF-311,) . STA. 14+14.32 'S' STRFFT ------ ra- '111%���� C/) .J ..... _: _= -.-- 00 LIP I .j (@ - 8" PVC CONNECTION TO SD PIPE PER DETAIL 95, Cz ... . . I k". - w I C� R=500 00 11 . . . � � �6 0.00 . Cl) " ....... , . I - - . . � I .K. A.. . � _t_ - .14- -1 . . . .- ... ... .. . . I . - .1 *.*". -- PT= �� �- `*s . = u - _­_<... �K n TFRUNE INTERSEC11 L = 1 5.73 �9 r-1 - _;_-��l - . 1. . . -*.. � =_.-t = RAIN MANHOLE DRAWN BY: ."...' "" 0- - (9- . 1 2U--- -.& 0, 15+280 1 . . I & . - � _�lq_ 00, &--36"0B'26" C-4 + I ..... STA.'14+41.04 'N' STREET= " t'_'_',___' to -";: .1, . ui C) .*.". 0 'I. %J .... w V_ _______�_ ".8 It . "' , .".: -�* + '..": - .... T_ '" LIJ �. VEWAY CCL R=500-00 T_ .. K_ r . - TRENCHING FOR 8" PVC PER CITY STANDARD #6020 EA/EM I ..... STA. 2+40.82 'N8' DRI 00 I co Ill uj �- L r I 0 ..... �.'..': I .. . � ... . %* . . - . �%'.' lw , llll:::::t 8"SS @ 1.12% ..... ,..'.* ? . z ' ..' z "" - __- U) <z �-'--"- R749 .. 11 . . ... . - 1� /.- . . L.. - '. . .. CA .'.I.,.. . . . . * % . " * *1 .. . . . C=) .... �_- . . . . . . . .. I . ... . 1. . . .. . . . . .. .. *1 I . 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 CHECKED BY: - . .. _x . . . . . 1. - . . ... . . -x .... . . . .... 0 " . ... . . .. .,.',. w .. . .. . .. ' * .. . . . :.** ' . .... !* *.* . 0 . . ... . .. .. .. . .. . I . . . . . , . �'- . a . . . . .. I - - - - - -_ . Cm . . , I .. . .. I Ln n . .'..'.. . . ... . . .- . . . - I . ;.j_... . I -INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84 " . 98 1 � "I 0- .: .. . . . *. - - � I �: ,I<- "* . . . . . C7 ul C) cz� .',l. .... . ­­ JF *.- .. ..:. . i. I !zw�� k:��:l I - ..'.. - -C) ...ROW,..'.".,.,."..,.",..,���.*%�.*,..,.,.,::: ..... '" '�.'. ::: STA­� 16+80 ­ .- -- -- --- - .. I., $` - -0 4- . . , . .... m -: ", .......�.......,..,....,............:�-...-.,..-........-....--...--,--�... .F-.--..,--.,-.,-..,".-,-K--*".*., :'.,.-':' %_ .: :� V_ ..' . ­._.....­......._ .: .. . .. . Cn - Al . . ." . �'. - (9 . .. - . - I 0 r-) cp ...... . . /' LO I - INSTALL 18' LONG TRENCH DRAIN AND GRATE PER - "' - * T_� - ---- -\ . :.1 - - . . "I 6 r 99 APPROVED BY: . - Ill- . X. - L ---- - . . a W003 "'_ *" . .. , C) INV= DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN , - � - % - - .. - .. . '�'4 . , A * . . ­ . IV- I ':....,....�,.....-.-.--.--..�...,.-,.,.,,,,:.,,,-,5* , .% . 11, T_ l§-"\bQ I . __ ."" . . %_ . r- 198.78' 1 " ' .... I 1 Lj�� . . .. . . '. ** " ..... ' . . ­ . I I , . -:;- -1 . . . "'�' "�"\-"'m .1 - . I :. . 0 " ... .-�---. ' . I + . .. ..' ... r L . I .. . p -*- ." -j '�'_"� �S * . ..... . . . ( It. -.. -'-.--.-k..-.-...-.-.:: -A.- .I. ..* w - � ,,, -4 . ..' � s � , .... , , .... I a. i�i�:- t;d .1 , ..... " . -­ . .. __j ___ 'k4 I ")4 0.39%, REV .- ...'.' I � I "" V_ (0 -_ . _ :..., ' . I __ 11 \ . . - .::::::�:� . �'.'.%'.'.'.'.'ll ..". '.'.'.____l -W-..-.-. __.'__...'_. ____.. .. ..0 - I I _ Ito . ... . ./ RIM = 196.38',..,r.'­'_ .-- __ ..__..'_....._ _..."'_....­""l """"""''%_ r . ,. . a- I ­1%.." ..� . - . . . . . . , 11: . . . - m- -",- ""', m.--__.___-_l_ - C v OPL . I I I . . . I q..'IN­, �� . . . . '. * * '_......:.::- 11.4 . . .. � "" C� I � lex r . __1 ... %. I NJ . I - . . � I ' . . . .... V.................. 0 rq ... NING=3.uu .. - " * C.. . ..::l...'"'l'­' C-) . "I . - - .' . IE IN ...(SE)= 191.34! C_> 7 DATE: W . � .. , . ;,. :.. :..' - 16+90.289 18.00R ; rl* I I ... . . .: ' . .k..' - 0 . .. . . . . . . . "'w. . LO :' :�: . TA. ,::. . .- . .% .. ... .. . L 0 . . . A.- - . .' . ... .... . .. ;::. ...- - . . . - . - . . -7777777.!m: �� I : - LO . .........'..... :- . % "�,�.".,;�.�..'�.....�......... - .. ..' W.... � ..... I . I n ... � .... .. ­� 'X..�:: I I . . . . �% ..." ­ - . . . . l;^ r . I E . ::.. - `z'-*'..':;-........ . - 1 .5...X...". - :. - .. .. I,- . . I,--@'. ..' . .. .... '.,......... iom3 IE/IN (NW)= 185.00' �_: I . ':.:�... . i� . - .. .... . 5 - " ".'.' .,::.-...-.-;, L .. - . . . . ..... . -1 - - . .."'l- 'a. . I" m +1 . .. .. : r.,:.:::::::.::-�..:.:.....:.....:.:....:.:..:.. ...�:.�.�.:::::::::::::::::::::::,..,.,.. "",r, :;� - .- . . . . . ... I "L .L... '"'. L ...... I ..... I . .:':-:-:L:-:-:':';-...­..... .. - - r .. ... .............. .... - -­­­ ........ ­­... .... ........ � ..... I ................ . L ..... - .. .. - -1-1 ....... � ........ I ..... .... � ............ "'­ ------ _ ................... I ..... ..... L.- ..... ..... L - . ­ ...... � ......................... - ...... _r .......... r ........ ... � - . . - ­­ . . ..:::�: .... :.:...':.:.::'x ,.'.-.":�.:.:.:,::::.,.::-.,::.:-.�....-.,.."�'�-..'..�- .. . .... I , L'.L".'. :::.:.::m:-'._­­ ...�.......,..........-............� ... :-:::::::".. - . - . ..::;::_".'_L.'.........�..,........�r�,��..��.� .... -.1. ­ . . . - . ' . .. . ­ ... ­­­' __ r.. - .. ­­ � .............. :,,';.:.;­.'..% .... .. L . I - : ­��_'_ F _,:. ­ ............ L. � ...... - - .... - ....... I "L -1 . . ' f � '�­ - '� a) STA. 13+99.509 21.75': K *. .'., .�.'...'.'.L.'�'�".'..�'.'.�.'.'.'.....'.'.' _. ":" .... .. �'� ... :: "*".-, I. *_ - __ - ** . b. TC=204.52' 11/30/2015 . ... - : :-:':':':':-:':': ... :.:-::.:-:.-. '. , .' .".'&__.��. . . . I CD . I L .... I . . . .........­..... ::;:::i*::::::*:;:._.._ . :-��'--..'.­'� 'ROW JE OUT (SW) = 184.90' 1 ,rr"", ­r"'", II.-.�"-Lr'-,_,�'',.,._,.";�.�,,.�.",-��.,--�-,�----,-��,,��.---,�.�l.-:-.L11-11'$ 4) . Fi T_ I , = CONNECT TO CB I :::::: 1. ­'."'.'.'.'.'.'.L.':.� . ...... ­­ L ..... _j C=> IE OUT (NE) = 195.97 r , r ... ­..­ .... ­:.:.: .. . ... _... � ... : : , I I I I �. � I I - - . , � ; I I e., I - - z' I ............ � ............. STA. 14+96.279 21.75 R �:. \ 0 10 I � L I I , _. . I I I j I � � , ' ' rL.....'r .....­­­.............' .........�."...�...'.'...L.-..-... . . V_ . . . 11 I , . \ � , ,,, ... - .. � '.. L..."L...' .... I L ... '-­"...­­ 4E �' I I !o !� 1 I � r (n I L"' ... .. ... - ......... ­ - I - L , CITY SPECIFICATION NO. ...­'.. L..LL"'............."""""" L.r..............�.L.".�.:�;.:L:-:.:-:-:.:-......:-:-:-:r:::-:-- . . r j r I . . I ' ___� �, _"' �. r ... � .......... _­'r ........ - ....... '' ... .... ........ r ...... :,:::: . .... .. . . - I,- i _� ,'::� _'. r . . a::j 18* HDPE , I . fj 11 � i k, I ..... : .L.'.'.'.,­'.r.',','.'­_ _:'q:­:,',: ... ... r . _...,., .. .:....."....... , ... .. .. % � i T � I � .... .. .- : . . . : I � I � I '­ ­ A L. .. r , i rr .... .. r I � INV=189.53 i L.'...... "L ....................... _' : (@ INSTALL CO ,--­----------- I 00 � m 11 7 1 p "-., I 1� il - - - ... .......................... � ..... ; i : i ; � -1 P� LL". 'L . .. . ............ � ..... L. , 0 .. "'. '� .... "-".­-'-'-''­ ........ �.�-iiiiiii�i�lil!l�iii�ii���i��illi:�!���. �i __ . STA. 15+59.449 0.64 L . � I I I - ' "'..- ......, .. ..... L'.'.'.�.'.'�..."..-%''...'......... _.,-,.-. .\� 0 I . . . . ............ . ...... - I - ' if 9 _.­ ..­...' 0 . . ...­..' r ....... :....: ............. I........ . . . � � � " ­­ -,,- , '­-_':­­­' �­­'__'__­­'"­'_ . . , .. .,­.' ...............­ ' .. - ­'­'___'__ � i j � i � . < I ------ '­­...'. I,.. z:� . (/) ." 4 LATERAL 0 5.00% � � ....... '..' . . I � ..... %­ ... I ''r ... L ........ � . �.-A ......... ­­.................. " � I I )i .'.'.'.'.'.L 11 . .. ' ..... I ­­­­ ...." .1% ANV 19G.3 "" . r ­........ ...... � . - ������.,".:���i�:��;i�:���."-.-.*.,- .. . .. vv's%.'v#%&_m_ %.f f%%.- #%W Va..%- ;. L .... () .w . ...... ' '�:�. -.RW=194.82's , I ­ o I c - LL -.�..'::: ::::::::::r.' I - _"' ' I . . '..,­ a Cn 63 62 . 1 � I N'. L .... .l.."..1- �� .. .. I _� ... r�r�.*:.:.:_"r,r.:.,.*_,_,.....:.....-...."....�.......,... ........ I .......... I-- . ' .: � ,I - ' .l.... ::,:: : I .... .:,..'...'­...� .. j r; ",': . . , I L I 11 ij - :::::::::�:�:�:�i:�:�:�:::::::::::::::::::....'-.-,-.�:..,. . � �; ,I ­.... ...­..­...'.. I .... .. .. ..... ­'.r­'.'.*:: . I �. ; � � Ill ' ...,....r..... .... . r._: ... : ............. *'r, C) INSTALL 8w VALVE (2) 1 .r..,, , .r H .. - .... . ''rrr ... r.. .. . ,r.r':':_"..,.-.,.,...' r 11 � 'r .. ­:%-, ..,­ . - .... ....','­'.r ' . 4 : C) I ....... .... .r,,..................�.-r.........�r .... 00 .*, . . I , .' , - .... ::: :::­....._... ... . . . .1. � - - - ! , i ....... L ... .­.­­ C) STA. 14+52.72t 6.50 R 11 . - " " " I ... L ­­.:­ .... ­ f L I '�r ........ ....... - �­_.*;: & *51. . . . -.'.* � .: I '. I ;11 - , ; '� '-­'�' �' 1 1: ....... .� .... , -_ ( ", I ) �' � 'r , " - " I TC=l 94.12' -L ,: ......... 10 -\I..... : * ' � ' * H , 1 7- a 10 � )) t 2 I ' .... - ­...­,, . __ ............. : . ..... C) ­_­ '+ . T_ . I .00R 131 &� 10' P.U.E. AND 3�/) 1 GRAPHIC SCALE _: O.... .. : /) NT . : INSTALL SS _: .... ' L .......... L' ......... .... i "L"", "L "'L, ............. r. :. .. : ­L L" ­­ .... r ....... �­' .. C I ­­­­ .... � ­"..'"L..., ­­'. 11 L.I.... .. �.'-*'. .1. __ 20 0 10 20 40 80 : : 4 I . � .1 'f 4 ' , 'L".'.L "'.. .'"r'.'­ ':,:".'.:.L'.L . ­ I I ... ... . _ I , � "-, I 1 4 �l T_ 9 :':':''.':':'::',' I - ' .......... ..... �_­. ........... I ........ --?.. , .."r. ...'.......,.....,... _........'............. I. 1-1. ..,. ' ­ ... L" .......... '-'-,­-'-"-r-'-'­ _ ...... �'.'�'.'.L".'.'.'.'.'. 8* SEWER ONE WAY WYE .� . . 0 .". @�STA. 17+01. K 8.09R 1, '..�_'�.- = 4 ..... .... �'_"'-'-'-'rr �..............,...................., .. " I I L v -I IE OUT (NE) = 184.79 '­...' ': ... - ........:......' ".".. .. 8.9s *. ' - 1 = 20'/l .........' ­­ .. ** : ..... . I I I I ........ ... L ............ . � ...... L ... � ..,......­_'...... . ..... � - TA `�'�'�" L .... L,".""*LL -1 ... ... . . . ... . ... ". ... 11.5 1 ____ - 11 - .. I : ......... -1-1 .... I . .............. .. I I � ... L ..... ::::� ........ �� ............ . o�.* ... �ii a.., � ' I i ........ ::: _ .......... ,"­:r - .. ­... i�ililll!lll!ll!�Illilililil�lil!lll�l���, r� .. � 1. m STA. 14+19.94t 21.73 R +9 ........ ..­­; : : k - . l;:0 . i L ...... ''..' " . * ! I I - .......-Voll 4 1 r � ..... . . co 18* HDPE LATERAL 0 1.73% ..­...._.'.'.r '. 11 * : C> .: I RIM = 205.39' L� I t ... L .... .. .. "' i .... � ­­"... _.._..­.,' " " 1. .. I !' C) '­'.'.'.'.'.'.' :li�!i�i�iiiiil�iili;iii�i i� ,i*i:x.�x. 132 � I . 1��f� ..... ­"_'.....*j W.1 :: I . 0 ­.... � -­­ ­_­_l­__.___ll .:.._­:.-.-..... INSTALL CO "',",­ .'....­­....­.... 1p ­* "I ,,, I- . t _' - -,--, �­� ........... i I 11 r . - % " � "'' �' ­ , .­'.'.'.'.r"r:� ­...'....'........ .... I r IE OUT (NW) = 198.00 SHEET NO. CD .­.........'..'... :.: ...............'....... m -1 i��'.��ii-'.i�-...-- .1 . ..... . . I .... i.."...."..i..'.....] V) 1 HDPE SEWER 450 FITTING .. . � .... ­­. ­:.. I . I f - �� . � �'� j � , t j V_ I STA. 14+09.07i 21.75 R r . . .... ..... . . . :::::::_j :r I .. %,_�STAA. 15+58.10, 35.62 R L :r .. :1 j) r . i e. z I -A L �: ,........' _ � . -L ­ ­ j 4_ ... ­ ...... I � 0 ,'_'.r.'­.' ............ . .-- - ..__l..l..: ::::,�:-: " . - I ... i; " ,.r, ,, F_� __ t' '­ '�'. - - . r'� � . f," 5 ' -, ­ I '.� . L, I I r ! � IIIIIIIIIIIIIIIIIIIIII I �' ­ I 1. - � ' �'_ �'�',r' � r �_ �-j L6 RIM=194.08' � = AND REDUCER � - m m - ; � INSTALL 11.25 ELBOW -(§ I I I I r I � - ­� '.� I �. � ' ':_�� _ �' "i"I �� � t�y CONNECT TO CB I I- M - I :� r I t � k... � I r I . . 1, � m .. ( IN FEET ) dp Ir- INV=l 89.58 � .'. �"_­':'_'-_'_­' ­ - -__ "�L--"-'-"r-,"�,t-r-.--�-,--.,,--__,._____,__..j . : .. . w �o� � r- INV=l 895V \STA. 14+54.069 21.75 R@ . " INSTALL THRUST BLOCKS L I. � - . r m PRIVATE WATER EASEMENT _j SEE SHEET 33 INSTALL CO SEE SHEET 15 $ 1 r I 1 inch = 20 ft. r a VII : - 00 r I r � 01 . I Of C) RIM=l 94.40's INV=l 89.90' . __ - r It-, __ I ___ ___ - ___ - - __ - ___ - ___ - ________ - - ____ - - __ ____ ___ - - _____ - - ___ - - __ __ - - - - - __ I . L - - . _______ - - - ___ ____ __ - � . . . - . r r - I . I . . . I I � I __ L ' .- ' .. ":-1-1 I __� - " - .� � - ' - -------- I I - - �' %\*ll*MzW' '%%"'%*'* * " : "' __ - __ I ,-,-,-- Fl�_____r - ----------------I-;Cu1:01�-------- ,W-.V".l __1 m t " __1 0 1 - V) ip0=11 0 i;�l �_ wl ......:.':5=Z1:: f �%� oo- �,W,.::*.�/,.,�i.%':*.�k%.Te*;%�%:.,�*:�W',.�.V&-�:::,: W.... �l . . ..�' - -'5:::"" ` r .�" z3TOZ ­ "t"" w 11- F_ :1, F"-' F�­�� - ------- ­ - I \ I �::; 5 i I =: " =`- I � "a 94-,-, ,--------------------------------I ... I :::I :t I t+,- / � L L . r r I . r L I I I I � . � . . L_ 1, ''. - I -1 - ­11___­� ........ ­'­r­_'­__­' ­""-'-'_-_'­ ­_-_ ­­ ­-'­ , "" ­­ ­­ I "I I _­­­­ ­1111-11-1- 1.11, � 11 I I - � - -11, I - - I -1- I I-- - - r- .', ­ ... � ­_ -,��r"r-�----�-'-,,-L--"'L'----'�'-,r��_,_,,�,---�--,-,,-,-�,----"--�------'�"L,--�_--_,-,,_,,._--,__, _'___.__L____­­­�___­­' � - I- � '­ L --­ �' - .-r" I __2�--,��""-�'-'---'----�-L'-�-,--r.�,-L"----�-� ... ­­_ _.,,_,__,- -_.-,._-,_ � ­,­­ -­-, " I . - ­____'.._­l'__'_"_'_'_'_ _,,,,,,-,,------"�-,--��-�'-""---''L ------- --- r"LL-"L,-,�.----------__,�---; _ "'L , " , L ­­­ 11- -.1-111-1-- -­­ __ _'_____'l­l._ r" r I I . 11 "-_.,­­-­-­-­.­ L I - -�-----�-�-�--�--�-------------'-----�'r-, , -------------- ­­-- L' I _l_.. - - - ----L - --- L r I - I I � . _1­___ll-______'______­­ - ____­-_l - ­­ - ­ ­', ­­ __­ ­­ ­- - 'L - ­' - 'r- - - r , _ - , - I - - . - - I I 1­1 -1- I ­_ -1 -­ - - - I 1 JOB NO. 135-100831-14001 1 215 210 O N CD N ti, 205 w w w z W w V U) Q zoo 195 190 185 DA7VM ELEV N CD c6 0 u � 0 CV 17+00 151 STA. 17+18.04, 21.75 L ' INSTALL 2'X2' CATCH 00 BASIN WITH GRATE + o RIM=207.13 C�jo + INV=202.63' c) ? .....v...v.:... :r-- S . .r....... B.EGIN 17+11.56 • • •• • • •• • • • Qi' • •• • ' - ••• i o N+ N 0 ~ %+00 ui uj z + Lu V STA. 1 6+95: 1,17 INSTALL CO INV=200.46BEGIN 17+30.16 STA. 17+24.13 40.00 R INSTALL BOLLARD LO o' o� 18+00 WAA M PVI STA = 18+68.67 PVI ELEV = 221.42 K = 12.00 LVC = 289.80 AD =-24.15% HP STA = 18+37.77 HP ELEV = 213.07 DS = 25 MPH 53 19+00 SA 55 20+00 56 1111J I M.L. U v r%l_ v L / INSTALL THRUST .4 57 REMOVE EXISTING SSMH CONNECT TO EXISTING PIPE STA. 20+04.989 5.22E RIM = 201.32' ::. IE IN (NE)= 189.72' IE OUT (SW) = 189.72' ..j i MATCH EXISTING TC=194.32 R=193.83 MATCH EXISTING BSW=194.49 MATCH EXISTING CL=194.28 FUTURE TRACT 2353 20 215 210 195 190 190 'N' STREET STA. 17+00000 — 20+54006 HORIZONTAL SCALE: 1"=20) 20+85 VERTICAL SCALE: 1"=4' IjEGEND BIORETENTION AREA ..+ . ,CONCRETE 0 i GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 SHEET INDEX CONSTRUCTION NOTES: (SEE CONSTRUCTION DETAIL SHEETS 80 TO 85) O2 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115 O5 MID -STATE JUNCTION STRUCTURE PER DETAIL 102, SHEET 85 @-CATCH BASIN -EXTENDED SIDE OPENING WITHOUT WEEP HOLES PER CITY STANDARD #3360 O-CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350 O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN PER CITY STD. 3410 AND DETAIL 108 SHEET 84 WHEN DRAINING TO BIO-RETENTION AREA @-STORM DRAIN MANHOLE 36" PIPE AND LARGER PER CITY STANDARD #3510 11 STORM DRAIN MANHOLE 18" TO 36" PIPE PER CITY STANDARD #3520 29 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR FUTURE INSTALLATION OF HOUSE LATERAL. 30 TRAIL LIGHT PER CITY STANDARD 7905 @—MANIFOLD MULTIPLE 1" WATER SERVICES PER CITY STANDARD #6260 32 FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310 LATERAL PIPE MATERIAL-8" CLASS 305 PVC 33 WATERLINE TIE—IN PER CITY STANDARD #6330 @—WATER VALVE &WELL PER CITY STANDARD #6340 @—BLOWOFF ASSEMBLY PER CITY STANDARD #6350 37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360 38 SEWER MANHOLE PER CITY STANDARD #6610 39 SEWER DROP MANHOLE PER CITY STANDARD #6620 41 SEWER LATERAL PER CITY STANDARD #6810. UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE 48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE. 42 SEWER LATERAL PER CITY STANDARD #6810 43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL 49 THRUST BLOCK DETAIL PER SLO COUNTY STANDARD W-t, SHEET 85 54 MONUMENT AND WELL PER CITY STANDARD #9020 55 SPEED TABLE PER SHEET 63 56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD A88A, SHEET 85 &CITY STANDARD #4440 5g PIPE CULVERT HEADWALLS, STRAIGHT AND L PER CAL TRANS STANDARD D90, SHEET 85 60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 g2 BEEHIVE GRATE WITH FRAME PER NEENAH R-2560, SHEET 80 63 MID STATE CATCH BASIN PER DETAIL, SHEET 80 64 COMMERCIAL -INDUSTRIAL DRIVEWAY PER DETAIL 93, SHEET 84 65 STREET LIGHTING -PER CITY STANDARD #7910 LED LUMINAIRE TYPE 1, ARM LENGHT=BFT 66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80 g7 JOINT WATERLINE TRENCH DETAIL PER DETAIL 670 SHEET 80 gg MID STATE NON -TRAFFIC RATED GRATE 7p BIO RETENTION PLANTER AREA PER DETAIL 109, SHEET 84 7� RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81 72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81 7g STREET BARACADE PER CITY STANDARD DETAIL #7330 77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335 7g MISSION STYLE RAILING PER CITY STANDARD DETAIL #4240. RAILING HEIGHT (G) TO BE 36". 7g FLARED END SECTION PER CALTRANS STANDARD DETAIL #D946, SHEET 85 gp MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81 81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY STANDARD #3420 82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW SIDE OF FRONTAGE. g3 INSTATE ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81 WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86 85 UTILITY LINE SEPARATION PER CITY STANDARD 6110 & 6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED WITH SEPARATION FROM BOTH WATER AND SEWER IN ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS. 87 CURB OPENING PER DETAIL 104, SHEET 83 gg BIORETENTION AREA PER DETAIL 105, SHEET 83 gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84 90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103, SHEET 85 91 INSTALL 6" PVC PIPE g2 CONNECT TO CATCH BASIN 93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95, SHEET 84 g4 CONNECT TO STORM DRAIN MANHOLE 95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020 97 20' WIDE DRIVEWAY RAMP PER, CITY STANDARD #2115 gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84 99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER DETAIL 55, SHEET SO AND CONNECT TO CATCH BASIN QRpFESS/ON kD No 708 m EXP• 6-3 —17 T OF � or V uj H H Lu H H W F- J �- F_ U w w O w ate. U) DESIGNED BY: CZ DRAWN BY: EA/EM CHECKED BY: JF APPROVED BY: M O O Lr) U N M � 0) N WU w°o 00 Qm ILO QU) >z OQ cj� U) w Q L (0 00 DATE: 11 /30/2015 CITY SPECIFICATION NO. H / V SCALE RATIO 1 "=20'/1 "=4' SHEET NO. 23 of 91 a