|
4'
<br />100--
<br />95--
<br />90
<br />12 rH1C A t 4 %Y'hFg
<br />�3 rO 8 IV4 77
<br />00384-EG
<br />k7Z-49TIC 5LA75
<br />(I c 11411V
<br />4 IAII<
<br />7-�',PIC,4 L
<br />SEOTION
<br />N,T3
<br />W, 5, /0010
<br />-10
<br />N
<br />`-
<br />24'
<br />5;7
<br />A
<br />A24
<br />01-c'100NZ)
<br />-9
<br />_4
<br />09;
<br />'0
<br />12 ",rHICK 1-,4rC-R
<br />3 7-0 8
<br />IVATIVFF C013131-HS
<br />(T)
<br />A
<br />A10 TF-
<br />G,[?0UA11-) WA 7 7 AT
<br />7-//VG- 0- ITA- 0,5 A 7- 7'714t--: OF, OF- 07,EGHA11CA L
<br />V5 5 r10,A 7/ 0/V-Rf'17Z--7R 7Z�
<br />/?k-:R0/?r 7-ED
<br />494
<br />Q
<br />17�C-ORU,4RY 22, /990,
<br />PROFILE OUTFALL STRUCTURE
<br />5 S CA L Er 1"= Of 1-1 OR I Z.
<br />1 rr 4 VERT.
<br />r
<br />k4)
<br />B
<br />4w-
<br />R 7// S WA
<br />0, 005.
<br />70 8
<br />12 LA Y'L
<br />/0
<br />A44 T VL:' C) 43 /3 1- xe--,S
<br />st'reinforced con' fe(d
<br />de adjustment rings'
<br />sections
<br />as required
<br />P rocostrisi�(6rcecl ,
<br />`eoncret
<br />ortored` and
<br />Ciande`d with mortar an,torn,
<br />,
<br />b6th inte'riar-- Ono"
<br />exterior �surfoqis' 77-
<br />Precast reinforced, mq6hQle (P
<br />4 j
<br />to
<br />4STM - C1478' t
<br />7,
<br />16v, (1",2, '31,
<br />q,
<br />ect, ....... 7
<br />1. 00'r require Zti 0,92'
<br />'54OPE U 411A 7 Z:;//
<br />Not
<br />E
<br />Qiqm, ✓t A 7 F G, (�4 Z), 9
<br />'4
<br />E,
<br />1. cConlfii; Cones shall
<br />useai where
<br />is'
<br />thPlans, 0c,
<br />2. !Qirits may be either' imuiyeda Ica
<br />0 7-HE-ET"
<br />-0
<br />/r;,O, C.
<br />0-92'
<br />4AX (7-YPICAIJ
<br />TCH AM rlVl-
<br />AM
<br />FR'IME00A r
<br />70
<br />4 C
<br />j-
<br />7�,
<br />or top % A, B,
<br />gue. and
<br />3, Qimeter ,A !�holj
<br />45 60 oe:
<br />72'" s
<br />� 9� i " , , I
<br />4 c -r
<br />required , 5 RAVIS=A4�1--lV7- 5&-- 10A1
<br />cl B Concrete' ,far"
<br />basr,,A /3 4- G- Z
<br />-
<br />P4-ccist base
<br />may be used i,V oppnqved
<br />by Iro Gtor of P� btic,,WQrk s
<br />STREET CROSS SECTION
<br />N.T.S,
<br />VA
<br />501L 57-�FRILIZA7'1(W 5HA4-4, C,0NFORM rO 55C7
<br />A� V- n'i ttIo " b�, the pirectokt 1MP90VEA4451V7'
<br />2/ Or-
<br />NQTF: oncro,i�, used oppeoved
<br />-1CAr1(.)A1!5 AA14) �57AM4)ARD5.
<br />of Public, W $'
<br />Jk 9P6CII
<br />0
<br />'W
<br />PAVEMENT SECTION TABLE
<br />$td Ff
<br />r 0
<br />1 Clear
<br />,, f"', 1�, I " � "" 11 �, % , ", ), "a. , , I "I" "1 01 � "4 R-VALUE A,C. A.
<br />8,
<br />Flo slob shall bo usA, when LOCATION T� 1,
<br />70
<br />depth doe's not permit fise of
<br />Max, tapered unit HILLVIEW DRIVE 4 9 2 6 1/2"
<br />4" - Use precast IA-20 load rated If
<br />as manufactured by Teichert Precast ERB WAY 4 9 2" 8 1/2
<br />or equal.
<br />�6"-1Mir). Frame shall be secured to riser or
<br />A flat slob top with Cement mortar ERB COURT 3,5 9 2 7
<br />11 if
<br />WALNUT COURT 3.5 9 "r 2
<br />:5j
<br />0 17
<br />r%1
<br />TWO
<br />6row DRAIAl N
<br />E!ASf�MZNT
<br />1!31 T6 3d),
<br />51015 5LOPE 5-1 MIM.
<br />VAIES 1P, I e 9 ' To 2.5,
<br />V RTic
<br />dil
<br />C ALTRAAI,5 S7D. A18-A, 5,�FE'
<br />D57A14, W
<br />o.25� 0
<br />0 v n-5
<br />ref Ono W 4.0 of Oik4
<br />cwof.d
<br />ht
<br />F10,W*
<br />DETAII-: TYPE A (HIGH DIKE)
<br />J
<br />T
<br />>
<br />R
<br />4-2
<br />IS
<br />5L0P6-:- 5
<br />rj✓C X`
<br />--VARkF5 6"7-0 18"
<br />-OFFSITE SWALE,
<br />(CHRISMAN RD)
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality, New Pavement
<br />shall be 1" thicker than existing
<br />firnoveent, minimum, of 0,25 ff�et,
<br />d�if base , shall be I" th'cker tharl,
<br />4 6A 1,2 12 4A C VVA Y existinq, `b6s ", miflimu,rirt
<br />P
<br />Existirig Pavement
<br />6" Mir I i,
<br />(Typ)
<br />am oct in 12" rn o x.
<br />loam
<br />to a min, -- T - \ - relative
<br />'T men con' action
<br />of 95704, un er pave
<br />and shoulders, and Variable,
<br />- - - - - - - - - ---
<br />\/90% outside shoulders,
<br />-A-
<br />VC ,
<br />Compact in 24 mwk.
<br />layers to a minirnurn
<br />Z�� D+ 12
<br />7'RA,511 -COLI-HG7-OR Y, ;
<br />tive compaction,
<br />:57'E, 4FIL, C�R- A 7-xl-=-
<br />of 85 7.
<br />'"Q,D /2 Fdrnpart in 6" la� rl
<br />,,�F- 7A
<br />irnurrl re a ivO a m I n
<br />compaction of 90%.
<br />2 L A YEA� 3 7-0 8 10" M i n, 0 D.,-- 10" Min, i o" M i ri, 0, D, I W Min,
<br />IVA 77 V C 0 45 9 Z- r O,D�
<br />1,,, , Q, D,
<br />S 4- 20" Min. + 20" Min,
<br />3 WA
<br />C�W -
<br />-!77
<br />ON L) U 1',
<br />RIGID CONDUIT, REXIBL� C T
<br />/0 0 _q 76 0 NOITEIS:
<br />I �'elat,ive, compaction of materials shall be Jested in oftcordanf:4, with''
<br />the "Staid of California, Dept. of Trans orfciti6h T6,%ti,66" Mpnooll" test
<br />A rriethod " No. 'California 216, or 2J I � p
<br />2;'' Ali , existing pavement shall be neatly Cut t6 line prior, to' ji-tirch 'excavation,'
<br />a
<br />SEC T 10 N B B
<br />-�vo-r 7-0 SCALF
<br />0-Y,4A7D 1?,414 W17-H 7-YPC /:ZARF-5
<br />A OOW 770 9' A 771ff 0/-- CAI-71iiZAA15 0 7A IVL),�� 9,C) r--e-,4 A/ S.
<br />0
<br />B
<br />0
<br />Jetting` or pondin will be permitted within the street Right' of, Way with
<br />0' 3 ,yedr, bond. A,
<br />4�, When shown by soil composition and comooelabiky, ninety perdotit (go%) A� ;-p
<br />4
<br />compaction may be used, when approved by this Director ofPuibilic Works,
<br />0 1 J
<br />Special bt�dding reqyiromentt may be, shown, on' the picin$ or, spIcified �in,
<br />specla lirovisiohs� On' ShaLtloer§8hajl, o's Shown, tl4 plant 'or, specified in, the, ,special,
<br />provisionj , t5ut in rose shall, the shouldera J e, 1 4
<br />be .or
<br />th �n thr0i (�o e W;�o '0' S rri'� swre'a
<br />from 1:116 edge of pavement. I 1� I 1 11, 1 , , , , ,
<br />01"
<br />5 D E T A I L HEADWALL S T R U,C T U R E 6 DETAILI TYPICAL TRENCH BACKFILL
<br />�7-
<br />NOT. 7-0 "5CALE N,T. S,
<br />Q19 5 5
<br />maw,
<br />L 'R z\�
<br />C
<br />-s A�4"
<br />t
<br />2 4,
<br />J,-
<br />
|