SU2189-SU2208 - Laserfiche WebLink

Home Browse Search

Grout smooth all edq*r of pip° op*nlng 3Opening (See Note No 3) A c _ _ NOTES I I — I I ¢ c• i) Frame and Grote shall conform - - I I I _ _ 2'�A• C• to Improvement Standard No. C -7. Q Q 4 A.C. Thickness: 1 1 ,9,oror� 2) Two fed minimum below flnished O 0 4 Q 0.30 for driveways grode In new development. 0.70 for trenches 1 - -� B In existing streets, may be less than Ida —3 ►iota: �O Q Q PICK MOLE 111"fill with Atelerials equal to or 2" with the a better than the existing pavement ppraval of the engineer, aauALLY arACEt1 A ❑a O0 In quality and thickness. 12* A Q ------ j I:xietinq Pavement Zzz --- -- ; r---------,1 f - :.: •. PLAN VIEW I `I O Compact in 12" max layers • i , -,;� 6'Min. to a min. relative compaction (Typ.) of s i%finder pavement and ' , rK IT PICK HOLE shoulders, and 90% .-... outside shoulders. — — — Standard Storm Sewer Manhole, Refer B _„"" to improvement Standard No.o-1 PLAN VIEW PLAN VIEW .2 = _ 4' Dla. . �- g Compact In 24"max. layers , > — to a minimum N 3,Dta — 4' Dia. 2"A• C. Aprur7 N a0' relative compaction Q.+o ors73■ z Grout fo foundation Set Note I of 85 %• x Dia. of pipe , Compact in 6" layers x�R�:- ; t�tir 2` 1_ 3' Mortar Id"I. O.G. 110.1 to a minimum 10" 0. D. 1 " .st;; - :• Orade Rings 9 relative compaction 0 s f t = ' : , Min, Min. Min. :� �%:• _ +'�' �'• r•• Mortar 0. D.t 20" Min of 90 %. 0. D.+20" Min ..ar a Mtn. K � {;,�y.•�s.L �.. ?i:.' N� '•':: :••• 18" R.C.P, C1.III r ` 8 Class •�, >: •_•: i7-:'r�• its Conor ,:•. RIGID CONDUIT'~°'"' ''''' '�''• FLEXIBLE CONDUIT:w ,ifs•: ti `. y,'�,,'• .r��j' :�' t �' :' IV�f or- 1 T ��L�••� :t �% • j. r� 5' Min. 5, Min.NOIES- SECTION A A SECTION A A �— �` �•;v; k I. Relative compaction of materials shail b tested by ,., �•• r kX-m-" N ompatt e t ed the State of California, M „ a �- Dept of Transportation Testing Manual, test method No. California 216 or 231. PIPES LARGER THAN 36 DIA. PIPES 24 TO 36" DIA. + .L 24" oil SECTION A -A �r 4, J1j STEEL BAR VENT —OPTIONAL So r 2. AN existing pavement shall be neatly cut to line prior to trench excavation. t I 3 Jetfrtq or pondinq will be permitted within its street Right of Way with 3 year bond. Clads■ 8'Conerett 4. 'e When shown by soil composition and campoctlbility, ninety percent (90 X) s compaction may be used, when approved by the Director of Public Works. . NOTES SECTION A -A SECTION B--B SECTION B-8 SECTION C-c I. The foundation shall be a minimum of W f-or pipe and stnalter. 2.Fer pips larger than 44"O,D.. the foundation shall extend a minimum of B" beyond each side of the pipe. NOTE, Frame and Cover shall be 3. Opening to be 3' long x { LD. of pipe) wide , up to 36" I.D. pipe. For pipes larger than machined to assure interchangeability 36" I.D.. opening to be 36" Dlameler or Square. and a close , quiet fit. 2 SADDLE -TYPE MANHOLE FOR l8" STORM DRAIN INLET FRAME AND COVER(MANHOLE) TYPICAL TRENCH BACKFILL 3 4 PIPE 24 DIA. AND LARGER NOT TO SCALE NOT TO SCALE NOT TO SCALE STANDARD NO. A-7 NOT TO SCALE STANDARD NO. C- 2 STANDARD NO- C-4 STANDARD NO C-5 A A Li ea/ rrorr.4 Type 96 A - , ,,: • '' '.. G'o/✓urii3ed l,'rntc tvifh B4rs SpQCed � ¢"4 C. PLAN VIEW iyar¢or ° , C/Qss pj zoft.�• °: SECTION A -A NOTE, Grote small be fastened to frame with 18"x4" heat -treated chain. 5 FRAME AND GRATE(18" STORM 6 HIGH VOLUME CATCH BASIN uyNC. 3219? i� DRAIN INLET) NOT TO SCALE q'`�OF1AOON ` NOT TO SCALE STANDARD NO. C— 7 Checked By �-r KJELDSEN , SINNOCX & ASSOCIATES , INC . no. tints it tisstrlptlon COUNTY SERVICE AREA N 0. ! 2 C 0 N S U L T I N G C I V I L E N G I N E E R S- SAN JOAQUIN COUNTY, CALIFORNIA SAN JOAQUIN COUNTY E-1370 Senior Engineer i.t - SHEET TOTA ubmitlL 1113 W.• FREMONT STREET Ssd -� - THORNTON STORM DRAINAGE PROJECT NO- SHEETS Approval Recommended STOGKTON . CALIFORNIA �.m" -- COUNTY OF SAN JOAQU�IN STANDARD DETAILS 1209 ) 946 • 0258 Approvect PHASE 19 24 S s: i Y:-7. 1y • a'ri