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Dalt a neem <br />$W%Cto sip -Goods NA•M <br />car Ty" Na sin lea r' <br />at«W1 <br />_ II <br />I 1 <br />`AdYcters "wr••"moloI <br />Mesad I2•e a -e <br />2•e e- M4c1 Ede <br />Dream Fr vfaesd <br />for odes. <br />ndt.at. Sign- caw. Nos. <br />Cada to St, W Ste' <br />Center al <br />6 . <br />T <br />•I L <br />I I • <br />1 • I + <br />.y <br />L <br />strollers! Wada <br />adead, "Seed <br />Medici er Inatd is <br />asimp"nr 1 <br />fel✓ eldes. <br />TYPE "A" <br />CENTER REFLECTOR <br />FOR TYPE "Aw BARRICADE <br />NOTES <br />I. serrmiasift t M We ser as sweet NOW <br />a. a.rww Is w pard olera icier a <br />acts N Intense, ~ one K -area <br />corner e w a eoevel" prr. <br />BARRICADES FOR <br />TERMINATING STREETS <br />Top W poeotlad <br />{rode <br />Precast reinforced oolecralo <br />grade odjuM~t rings <br />20, J'. 4' S 60 Sections <br />as required <br />Precast reinforced <br />.,• <br />Concrete cans. <br />• <br />All joints prom so ow <br />'• <br />Yarded With Rtertor OR <br />•� . <br />both interior are eeterier <br />swfoces. <br />, <br />Recast reinforced etallDaM <br />+ <br />papas, ASTM0476, dPeM M <br />proper skmi f 1'.7. Y. A <br />L <br />14 <br />1 • <br />r <br />E;NO <br />• alg.-c.Ill <br />r <br />r Noy cede <br />wal <br />sit, -Celm Obs <br />cede lyre an <br />Cott Pall frame and Cagier — refer <br />., lotRgre mot Standard No. C-5 <br />TOP VIEW <br />GATE <br />Pi /as tCr -- <br />- -- - •P)nArsrton Mo. A-10? Frome and Cover <br />//2 • ,y. so/r with 'SonlAery Sem-r• nor Itiwe. <br />21/2"x 2 /2"x i/4• al/ around eo, gate _ 4iterCd Q fu/l b✓t' `vB d <br />e ea. corner - Ko"x a 51%ff/7Gr P/afGS 71 ea co ;tee. (✓rout in p/ace Grade Wings .00 <br />glo x le required. <br />Cod%r 1 "�P0ven7e"# (Where not <br />-- 6 _010 <br />- — _ )n trove/led way, /Cove <br />Mar Cover Gabove <br />Ow& ya/t Gate Shown On/y !,rte •� G• noturo/ grovn0.� <br />_._ ; • Precast Reinforced <br />�- z•xa mai/er _ `� / Concrete Cone <br />I Prov%ole Na�c <br />for �OOG/OCK M <br />a Morton . Joint <br />I o/nt conpoo�,d�yP�� <br />TUrnbucK/e Ij O .�e 1 !I' el�dfll»0J✓6 'ate spv+y <br />1/2" Rod— <br />4 ^ a`4 gar3 <br />deo Precast <br />— �� --1. : • �e _ Reinforced Concrete <br />w tr Sect)ans and Correae_ <br />>I coniforminq to <br />GATE AT POND SITE, <br />REAR ELEVATION NTS <br />. I <br />/ '/4 • A D. Top Ro. " Cor 'i/; ✓0aO —� <br />7'h <br />Rlpin CAo/n Link fence <br />2 /. G. Corner Poor <br />L/i7e Poor <br />i <br />_.-5 '-3 <br />� I i <br />M I <br />r I • <br />LT <br />+ <br />I I <br />D/a� - <br />Mir�. <br />POST <br />D E A� L— <br />�— VOW x !/s • Cclnsr POlr /Jai W/Terre/on mor <br />o ASTM C - 475 <br />�'� gid• ' ' Hand finish slopes <br />• Undisturbed Earth <br />Mots: /)Use Class 'o' Cemcrsfe for al/ sectidfns. <br />2) I'YAF Y 04NNOLE to Aare eeeelnlrle cones <br />ryaE t <br />NOTARY SEWER MANHOLE <br />to, (sol• .e/A) T—ylyyls <br />i• M.x. l <br />/l p/I • S AAW <br />TAisi/s/ i�rsss ...... <br />C/IIn-49e1 //r' <br />- �� � • • � CArisly Y-1 Pllrtoc/iiq .hex ir/ <br />� cnrisly D -!/i Loncrili Li/ <br />.Aye. Rilsr. LOn�in ....... <br />. • t2 %' si// dji / aye. <br />.Si Re,1 /' d?/e0A1" (Ae.114,0110 A4P. J) <br />• l' LOq� /. Y.G. <br />••' !lies Ni/b Ni- / ) <br />• st /s'' Dsii � s i job � Kc. <br />d/loi►(?u Ni� Ni. /) <br />i90rfd^D//Cor/7OS r5. 76/75/4917 19,01- 6017az'Wei" 410',PY6. Mye arq'%0' Y- -f <br />A. 6iler <br />S; G/�b6 � % /CJS ✓non %g �� X mss" sooced �— Knuc K/e4 7bp / Co1fOn� -- lerriu Leli�i/ <br />/O' Max. (T 'ar•) i <br />\ � / l / '74 • /. O. leo R4i/ (rYP / - <br />I <br />�!R + /Yiwliri/�O li0i"Vey oioliiae , /in/wr. s1/. Ni. N -a <br />14'<0.•er4?';s,eod- SERVICE LATERAL CLEAN-OUT <br />L <br />4 =chain as n¢/d) r Lowest ' T <br />0 <br />P051 <br />t — '�/e • Tru9s toc! �,. / NOTES: <br />a; 1 see <br />t > Deroi/ 1. Contractor may substitute long -radius P.V.C. bend, if <br />Jet Go. Gn1v. 72n0io/7 /yi�-e available, for the two 22 1/2' elbows and 2' spool. <br />4•�'�.—r (ryP) 2. Cleanouts shall be installed on all sewer service laterals <br />CO=s am Concrete for <br />base. Pre -cast Yoe. y /' / at the edge of the right of way as shown. <br />mey be used if oWe"d <br />by the Engineer. ; 3. Cleanout riser and fittings shall be Polyvinyl Chloride <br />(P.V.C.) pipe conforming to ASTM D 3034 - SDA 35 with rubber <br />rings meeting the requirements of ASTM D - 3212. <br />ELEVATION ,q// /rlgtr//q/9 mho// 6e the same 75 the <br />• 9• ,pr 4. Cltanout riser and fittings shall be of the same diameter i <br />STORM SEWER MANHOLE o;e existing fence %n Un/r, 2� 3 Coantr/ ✓ie�r5—Lvnt/ocfe/ 179 pipe <br />shq/i visit rhe site . as the service lateral. <br />NOTE: A (-6m oatoraa cone am be used It owshied by w EMO"a FENCE DETAIL AT W. I, D. CANAL <br />No 5co/G <br />N0. DATE REVISIONS ear DESIGN DRAWN BY APPROVED <br />dune 'B7 sell/se 95. TP I s ■ A U M S A C M Si, PIAZZA <br />J/ - CIVIL ENGINEERS DETAIL <br />SURVEYORS <br />Sua TIED Br `, 4 o 3=3 VA ELM 111 LOOT • CALIf14 <br />R.C.E. ' DATE - SAN JOAGIIIN.000NTY DIRECTOR OF PUBLIC WORKS Samoa pm: moi-aou-fails <br />1 <br />ins. L <br />sirs clr�'�f <br />n <br />NOTE: (Typ. All Lots) <br />1. Unless othemise noted, services to be <br />at center of lots. <br />2. Services minimum of 3 feet apart on aurin <br />line i minimum of 3 feet from valves. <br />3. All water services shall be upstream of <br />FN valve in cul-de-sac. <br />Soni gry9Si�il�1 -... <br />i4Fa/oxs4 ar o/ Awe.-5erriieti <br />LOr g /ns/o/%4 N. or W. <br />SS E4 W SERVICES �>•s <br />TYPICAL LOT <br />6hy1 <br />sec,✓ of wore✓ <br />: ' (•... •-.�. :•••,.:•• : :: •a!/ewe/.t <br />crus r. r. - <br />N/I/ <br />Y /rei 1 ? rfll+ <br />1 µe were:✓ eElt <br />See C*.- V <br />[Arlo!! ers <br />UNOERGROUNp UTILITY <br />L A i <br />Ae OAOkfs <br />Direction o! Plow <br />Support with <br />concrete os shown <br />. i I <br />PLAN <br />' Seri/div /VOa� <br />Standard Free and <br />6 Coteer ANaltfrlr <br />AC. •. r <br />.. <br />►.CC •:•tar.• i. �� e• <br />. '.'.• :x'13 I1 ':s;.�:•�..' •'. <br />larva' P <br />7::bwsin" Mall/sail <br />o <br />sero ld Sam rag 30 - Inn Pin wNA <br />IOSMific{IYrt Moshe <br />TYPICAL SECTION <br />Ter/I7i//ata i// 5.5. R• Mind Latta <br />-a/I/ gee <br />Dexar/ t/i/o <br />EL EVATtON 01 <br />WOODBRIDGE SANITARY DISTRICT <br />WYE BRANCH <br />SHEET <br />SECTION A -A <br />SURVEY MONUMENT <br />„FRAME A . COVER ASSEMBLY <br />Now <br />WINE COUNTRY SHEET & 16 <br />UNIT N 0 . 1 EI 2 JOm No. <br />SUBDIVISION IMPROVEMENTS riro Gr 827 <br />