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Reflector Sign-Callfornla Highway <br />Cade Type MR Size 18" x 18" <br />�" galvanized 2' <br />bolts 8 ,rashers of end <br />I I I I <br />I I. e <br />Reflectors symmetrically <br />placed 12'! 0.-C. <br />2"xS" select grade <br />Dougl r=r surfaced <br />I" sides. <br />TYPE "A�t <br />Reflective Sign- Calif. Hwy. <br />Code W 31, 30" Size <br />Center or <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />41 <br />'a <br />6' x 6" dense <br />structural grade <br />Redhead, treated <br />Hemlock or treated fo <br />Douglas Fir surtooed a+ <br />four sides. <br />4 , <br />END <br />� a <br />Sign -Calif <br />Hwy Code <br />W 31 <br />NQ.0 <br />L Bamuo fa• 1u he as wide as street R/W <br />2 Barricades to be pointed white using 2 <br />coats of 'Exterior Alkyd Resin Ni-Gloss <br />Enamei' awr a canpatible prinwr. <br />BARRICADES FOR <br />TERMINATING STREETS <br />.mmmmmmma <br />14 <br />Sign - Calif Hwy <br />Code Type NR <br />N <br />iv <br />N <br />J— <br />TYPg "8" <br />PpS� <br />6 <br />UGTpi! <br />Cast iron Frame and Cover — refer <br />i to Improvement Standard No. C-5 <br />5" Min. <br />a <br />a <br />0 <br />4 sections as regwrad.} : ;. Lowest <br />O F <br />1I - > f, 0 <br />I j <br />Class ° B" Concrete for <br />�t base. Pre- cast base <br />may be used if approved <br />k by the Engineer, <br />r <br />V) ELEVATION <br />STORM SEWER MANHOLE <br />NOTE: A I'— 6" concrete cone may be used if approved by the Engineer. <br />N0. DATE <br />Top of pavement <br />grade - <br />Precast reinforced concrete <br />grade adjustment rings <br />211. 3", 4" d roll sections <br />`:A <br />as required <br />' <br />Precast reinforced <br />:: <br />concrete cone. <br />? <br />All joints mortared and <br />banded with mortar on <br />both interior and exterior <br />F. <br />surfaces. <br />` <br />o <br />Precast reinforced manhole <br />pipes, ASTM C478, adjust to <br />^ <br />4'-- <br />proper eievation. (1',V, 3', a <br />" <br />•Pinkerton nlo. A ion Frerne and Cover <br />wi fh "Sanitary 5awer' vn Cvv&i <br />GrouT in ploce rode Ring5.05 <br />Cancrc�c g regwrcd- <br />Co/%r ( where not <br />tro vel Jed way, feove <br />d r M H .cover G' . obo ve <br />Max. . t • rt f��( rro! ground. <br />Grout l..aycr - , <br />.0 0 r •f <br />/ t' Min + <br />v �o <br />Prec'osf Reinforced <br />;e. Concrete Cone <br />Morfor oll. Joint <br />'' Join;f corr�povnd <br />•o , 5' . 3' <br />�. R. • 0 <br />V <br />'b ti Q ` dio Precost <br />Reinforced Concrete <br />"+ ` J q Sections and Cones <br />conforming to <br />a _f� :f ASTM C - 478 <br />Hand 1 inish slopes <br />undis f urbed Earth <br />1VOfe : u5e C/09,6 'e« ConcrC�C for o11 SGCfions. <br />Wovdbrid9e 5'a�ifary 11is1`ricl` ✓ 5: �ilanhD/e � • <br />x .Wash <br />X17aCK/e4W nP f�lollom <br />J <br />/ '/4 �' / D• Tad► �44i/ (TYf'•� SANITARY SEWER MANHOLE-1/ <br />A/s 77r4100 V^af <br />10.7 6a. G`4Wv. 7410twior/ wife <br />All cnutcricr/s shcr/! be the eawie' 75 -,/7c <br />earstii791 cer/cc i/7 Ur7i)A 40r-- Gvr r or <br />she✓!/ Yr5/f the �l�i:. <br />fNC RIETAII 60mommommor- <br />41 /. D. Top <br />ou f �� <br />Plain Choir Link Fence <br />2 " /. 0. Gc�rr/er P05t <br />//1e Past ; <br />REVISIONS BY DESIGN DRAWN BY <br />Z!,,, <br />APPROVED 8 <br />A (1 <br />R.C.E. ��1c��' DATE .. <br />yy lr D, 5'-3 " 1 <br />1 <br />r <br />r ' <br />D/o. <br />POST <br />DE1wAIL <br />/2 il/B <br />ThreA�'e� PJ/'��5 • - - <br />C/Bpi <br />1 <br />�e Reg A' <br />�50' l60' .e/w) <br />e5' ( 50, RIX-) <br />AWWAL <br />1/aricr6/e <br />i' • <br />y <br />' ref Ghr/yty D - 2/3 Ga�Orere ,Gig' <br />r • i6o r see Note 9Mo. / <br />45' P.1Y C . ivy,, F1rp�cfl 1 <br />2 ` ,C art y G. Y. G - Spool. <br />• � See Note /f/o . / j <br />22 /2 o Be// 0, P VC, <br />f'• Y G-' S'4lJI>'ary Se�YGr- <br />• ✓F'BI-Y/cG •Ca/erp/ <br />a . <br />P.:<R = lVood6ridge �ani�i�ry a%StriGT• , �/!!pv r: .�T4. No. U-8 <br />SERVICE LATERAL CLEAN"OUT <br />N. r. s. <br />NOTES: <br />1. Contractor may substitute long -radius P.V.C. bend, if <br />available, for the two 22 1/2° elbows and 2' spool. <br />2. Cleanouts shall be installed on all sewer service laterals <br />at the edge of the right of way as shown. <br />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 />4. Cleanout riser and fittings shall be of the same diameter pipe <br />as the service lateral. <br />BAUMBACH tail, PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. L001 , CALIF. <br />95240 PH:209-388-8818 <br />DETAIL <br />tot <br />3' <br />R/w <br />5orl5l�ngr- 5crl'�GG3� c <br />%C Geff of `� lit%OICr`5C/'Y/GZ�j <br />Low � � in5f�//Cd .e/yfir <br />SS e4 W •SER <br />VI CES vrf <br />0 <br />TYPICAL LOT <br />-� <br />Street - <br />t' Oi pi <br />>r <br />Ale "We <br />f Purr 1 <br />r <br />fee Ce <br />Ex ftt�Sron pf rovri r�awr 6y o h 3 <br />Ito% � h�vshQ¢f � <br />Ava /K <br />SidBw,r�/�C <br />f <br />a <br />TC/QohonC <br />Cob/a xY• <br />Gas <br />_ <br />wo�Ci' S%r rice <br />/iOn7 Street <br />geese Detall 5,�f. <br />• ! r <br />Seeanc>'ary <br />� .SY CGr.7 from <br />UNDERGROUN <br />UTILITY <br />CA IOIV <br />edit ti./A <br />12" <br />Dia, or -Sq. <br />S„ Standard Frame and <br />Cover Assembly <br />A. C. JZ rP 111-111 <br />+ <br />it <br />Survey Monument <br />undisturbed Fi.0 x 30" Iron Pin With <br />Basement Soil <br />Identification Marks <br />TYPICAL SECTION <br />16 Raised Letters <br />SECTION A -A <br />SURVEY _MONUMENT <br />FRAME 8t . COVER ASSEMBLY <br />SHEET COUNTRY VIEW SUBDIVISION <br />UNIT I40..3 <br />SUBDIVISION IMPROVEMENTS <br />Cast Iron <br />SHEET (� )OF <br />408 NO. 7v9io4 3 <br />FILE N0. AF761 <br />