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Home My WebLink About1933-23 of A.C. Pavement to surface Manhole Frame 81 Cover Alhambra Foundry Co. Ltd. No. A-1170 .01 A A Ji I Inner Pon Alhambra Foundry Ca Ltd. No. A- 1172 NOTE Not to be furnished unless called for in specif Icat ions. PLAN TOP 12" Min. A.C. Pavement to 1 12 21 TO P Pavement --I I surfacQ. Povement7 M 4 it, A 16" MIN. Manhole Barris I n I e, e 426 4 F/A 5,d 9 NOTESI SECTION A -A nA 4 1/2" MIN. ON 12 NATIVE COMPACTED 95% ON CYPRESS AVENUE. 6" MIN. ON 12 11 NATIVE COMPACTED 95% FOR CROSSING OF SAN BERNARDINO AVE. AND VALLEY BLVD. STD. MANHOLE FRAME & COVER. AND REINFORCED CONCRETE COLLAR N.T.S. y3td. Manhole -4 5 3/4 1 ------ 10- 5 3/4 24"dia, A -IT ? Frome 81 Covet 1/41 4 ace 0 Sur ace of 21 811* -4 -11/2, V to Ground �-,--JPloce top C6 step beneath (0 frame CE) 5 C�j 0 9-1/4'W Coils Alternate 7 cross wire bend to dottedl -T line. n %�Iej n A 0 511 S e e 14 ro rq T A N K 4 C3 5 6y,41WC617- i!F06,,E list, Or 9 Co st R.C.) V,=�-IC,4L A7 - ,Z (D ALL C e�XIL!5;7- 0 0 to h V2 &d A C4 6 Hoops'. OD to. 16 I.*. T . . . 1� . , - a 01A t CONE HALF -SECTION It 21/2 It: 134 (Pre - Cost F;LC.) 1/4! 1/4! SECTION OF Trio PINIMIQ 0 11111STANDARD PIRE=CAST M, .(60 to DIAMETER &T.S., E (5) - A V "rs"l r 4, 0/ A V I -X7 S*"Z oe 4,5* f 4 47- 45. /67 "117111,4AAL14 7AIE o' r4 �? /, 5�V"& Z 49e "40 1 --le g5X17;,?1,,7 60.57.7- 1,A7250,4L6 or k01,46Y 6041LFV4,eO 41(leprLE c74 -,�XIAI-j- 0,E -3,5 r gy le'PMRA�� r4!�) R ,e00UejC G - -14 7A -4E --IrrIA167 $0 43 AAJEILIAMk�� 4r Qz.V(/r 11A " 6 " 1-1161 9 r�OAILIEZZVA �10AI ,4 7' ADIAl r ",6 SEWER LATERAL CONNECTION DETAIL_ 01025EM-910V60 &r 7M5 6�11P�e 14111- L C- , 4! �7 tR e V, 41 W1 W 7,/' IRn q Li -:�r -- .5 - A 7"7A- 01-leD 7`0 <j 4 W1 r/-/ eXj1:A7,1,A1610A1 AR -4000 HOT MIX A.C. 4. ANCHO,11�'S. fit 5 AR -4000 3/4 MAX.,HOT MIX A.C. &L -W DdFrAll-- 45- 11- me Now- -0 '4000' I -1A V291- e - W _,q,�r C-7-010er /Z "I 0)01 0/1� C51 -145z - A60 Vi� 7 OP 0,= L --,*woo A. alll-De 7V IVA14%11101 G -VI;T I lu r. A 14 1 e W,4LI- N.T.S. ICW6 PI.C145 A-z-,1Vr C0 V49;ql Z-if�&IG?-Al t5VAZ-�-- OE 74U7- 6"IABOVe RIV WltlelV 97-0/r--' 6.4 7Zff 15 1c -61Z -LK 6V.0.5er,>. `V IVI-A cow� Al-vqA M15,rA /4 -14g-) 8 6 X1 f 3 77 t;A' V& =-- "155 V 7 - 5771-oflle e"71-11.6 .5 'ell PR,6FCA 6 7- R�fflAl,=, C 0,A /0, MIN. Is INS7-XV0770AIS, 3 MAX. SIZE NATIVE SOIL, COMPACTED 95%.. 1/8 M A X. 6 11 MAX. SIZE NATIVE --- 41111 - SO I L, COMPACTED 90% 1--7 r.,e -ryp -T- 11 - 1. 514'1, 5XI c?4/ V51ol v "W /1:5-y CI -0/1 V 2191115- 45715 - 12 SELECTED NATIVE SOIL AAICIYOR J",601-7- 7K SAW CUTTING EDGES c6r,4 //Vz- PER CITY PLANS a SPECS. MAY BE REOUIRED 7/2- ------ BEDDING SHALL BE IN ACCORDANCE W: TR - ENCH WIDTH e14 &,46 CO3A11VerC 7O -R V -LOADING -- OUTSIDE DIAME7ER OF PIPE 61Zj5C> /-7`00 eARRr -96 2�/v W/ NOTE 11, PIPE CL.8 0 O.D. 312" MINIMUM OR AS DIRECTED ft I '000or 'al�17 - 4FX157'2/'7Ve1C11 '5;7'A 1A IL E- 5t! 5;7, C- C,- Z-- 1110, 4 d,- R4 =55 < �4 a V(!! 5 771"r C17X zweu r:vv PETAIL B STANDARD TRENCH REPAIR N. T. S; NOTE: ALL SEWER LATERALS AND UTILITIES SHOWN OR -NOT SHOWN, SHALL BE PROTECTED'IN' PLACE UNLESS OTHERWISE I MENTIONED.) DETAIL A 057,41z- A PRO V1610AI6 SeCrIOAl 30&-9 WID 7-H MRlt:S �=ROM 0' rO 5',4 5 5HVW1Y CIV 11:71-A1Y,to"R01%f SrA. 537450 70' 57-A , 05-t-1- 6,?, 7,5 (4-1141,4- 7 rO,�ffX125T, 57V306/7) MA XIM04f FA K Z- 1"17- ��W,4ef liwww5Nr 1,40 6y,41WC617- i!F06,,E Or 9 Co st R.C.) V,=�-IC,4L A7 - ALL e�XIL!5;7- 0 h V2 ol 171!5KIA,12- > q010 PW4e-`7-/0V SI Class B "Concrete NOTES 'pin I Outlet L Set Std Detail Nos 111, 11313 114 for drop 13 L junction details an� typical junctions, 6)0% �Iv Eccentric cone may be used In lieu of concentric cones. 3. fhe lowest Tanhole stop shall bA Placed not less � than 16' nor. more than 24 above shelf. 4. The upper monhole stop shall be placed 0 between the top of manhole and the z manhole co�fr frame and skall Project not .0 more than 3'inside manhole. > 5. All jornts' sholl be mortared. .6. 3/,�'O qolv. iron stop of plastie'steps per 'ASTM, A-82, ASTM C-47189 ASTM Type 11 Grade 43758, 0 11111STANDARD PIRE=CAST M, .(60 to DIAMETER &T.S., E (5) - A V "rs"l r 4, 0/ A V I -X7 S*"Z oe 4,5* f 4 47- 45. /67 "117111,4AAL14 7AIE o' r4 �? /, 5�V"& Z 49e "40 1 --le g5X17;,?1,,7 60.57.7- 1,A7250,4L6 or k01,46Y 6041LFV4,eO 41(leprLE c74 -,�XIAI-j- 0,E -3,5 r gy le'PMRA�� r4!�) R ,e00UejC G - -14 7A -4E --IrrIA167 $0 43 AAJEILIAMk�� 4r Qz.V(/r 11A " 6 " 1-1161 9 r�OAILIEZZVA �10AI ,4 7' ADIAl r ",6 SEWER LATERAL CONNECTION DETAIL_ 01025EM-910V60 &r 7M5 6�11P�e 14111- L C- , 4! �7 tR e V, 41 W1 W 7,/' IRn q Li -:�r -- .5 - A 7"7A- 01-leD 7`0 <j 4 W1 r/-/ eXj1:A7,1,A1610A1 AR -4000 HOT MIX A.C. 4. ANCHO,11�'S. fit 5 AR -4000 3/4 MAX.,HOT MIX A.C. &L -W DdFrAll-- 45- 11- me Now- -0 '4000' I -1A V291- e - W _,q,�r C-7-010er /Z "I 0)01 0/1� C51 -145z - A60 Vi� 7 OP 0,= L --,*woo A. alll-De 7V IVA14%11101 G -VI;T I lu r. A 14 1 e W,4LI- N.T.S. ICW6 PI.C145 A-z-,1Vr C0 V49;ql Z-if�&IG?-Al t5VAZ-�-- OE 74U7- 6"IABOVe RIV WltlelV 97-0/r--' 6.4 7Zff 15 1c -61Z -LK 6V.0.5er,>. `V IVI-A cow� Al-vqA M15,rA /4 -14g-) 8 6 X1 f 3 77 t;A' V& =-- "155 V 7 - 5771-oflle e"71-11.6 .5 'ell PR,6FCA 6 7- R�fflAl,=, C 0,A /0, MIN. Is INS7-XV0770AIS, 3 MAX. SIZE NATIVE SOIL, COMPACTED 95%.. 1/8 M A X. 6 11 MAX. SIZE NATIVE --- 41111 - SO I L, COMPACTED 90% 1--7 r.,e -ryp -T- 11 - 1. 514'1, 5XI c?4/ V51ol v "W /1:5-y CI -0/1 V 2191115- 45715 - 12 SELECTED NATIVE SOIL AAICIYOR J",601-7- 7K SAW CUTTING EDGES c6r,4 //Vz- PER CITY PLANS a SPECS. MAY BE REOUIRED 7/2- ------ BEDDING SHALL BE IN ACCORDANCE W: TR - ENCH WIDTH e14 &,46 CO3A11VerC 7O -R V -LOADING -- OUTSIDE DIAME7ER OF PIPE 61Zj5C> /-7`00 eARRr -96 2�/v W/ NOTE 11, PIPE CL.8 0 O.D. 312" MINIMUM OR AS DIRECTED ft I '000or 'al�17 - 4FX157'2/'7Ve1C11 '5;7'A 1A IL E- 5t! 5;7, C- C,- Z-- 1110, 4 d,- R4 =55 < �4 a V(!! 5 771"r C17X zweu r:vv PETAIL B STANDARD TRENCH REPAIR N. T. S; NOTE: ALL SEWER LATERALS AND UTILITIES SHOWN OR -NOT SHOWN, SHALL BE PROTECTED'IN' PLACE UNLESS OTHERWISE I MENTIONED.) DETAIL A 057,41z- A PRO V1610AI6 SeCrIOAl 30&-9 WID 7-H MRlt:S �=ROM 0' rO 5',4 5 5HVW1Y CIV 11:71-A1Y,to"R01%f SrA. 537450 70' 57-A , 05-t-1- 6,?, 7,5 (4-1141,4- 7 rO,�ffX125T, 57V306/7) MA XIM04f FA K Z- 1"17- ��W,4ef liwww5Nr 1,40 LOOKING SOUTH - SEE EACH PLAN SHEET FOR CONSTRAINTS OF EXISTING UTILITIES I TYPICAL TRENCH DETAIL N.T.S.,, � ;0 0 /6"', V, 67-0-5 007- Avo PC/, to 16 0 - - - - - .. 5AWCC)7-W177-1 C,49?804�0)AIVOM A5L,4Vff -rO 721?U�ff SQUAkE OF C07-. 7-W10r4Z- 450 77-il ��o Mwvlyoz-�ff, A FAI ,uLof/ � .51-Vol!�7 6�725- X ' - - - ge,tff DerAIZ- A A771-4CH CAOLi5 C)A/ 451 r/ -/If E/17 6 Ire 0,4'0 7e -Ft% K j SECTION A�A PLAN 0 z No. 0416,U DIVERSION MANHOLE Bssl E x p. IRASVO) IVi �j N.T.S. eo F C P,0� RECORD ADbEn RF -cow) DA-rA,' BENCHMARK HOLE ON TOP OF SOUTHEAST HEADWALL.-. AT CYPRESS'. AVENUE AND VALLEY BOULEVARD. ELEVATION*% 1115.80. PK NAIL- IN POWER POLE NUMBER 202401 AT NORTHWEST ' CORNER OF CYPRESS AVENUE AND SAN BERNARDINO AVENUE. ELEVATION: 1148.46 ,.REVIS 0 IONS //V/ 7 -KI - �,�: �// ZL- 10 7-- = 2 g v U11 I Y Ut ItUIN I ANA9 UALIFUHNIA ENGINEERS & PLANNERS PUBLIC WORKS DEPAR TMENT 10920 Via Frontera PO. Box 28100 San Diego, CA 92128-0100 (619) 485-1500 Drawn By: Sco to Approved E. J.G. CYPRESS AVENUE SEWER AS SHOWN Designed By - Date -. 'DETAILS 41654 E. S. W. , R.T. S Freder'iek J. Spoor Checked By Dwo No. DATE CITY R. C. E. Date Approved AppgOVAL. DATE FM./YP ,3,3. CITY ENGINEER R. C. E. 251Z e. 2 014 Z J �x 6y,41WC617- i!F06,,E V,=�-IC,4L A7 - ALL e�XIL!5;7- 0 h V2 ol 171!5KIA,12- 41' q010 PW4e-`7-/0V SI A/0 LtFA OWC4-1 C710V 'pin L L 6)0% �Iv q 'lefflIV, 15 `NW. 7VIO LOOKING SOUTH - SEE EACH PLAN SHEET FOR CONSTRAINTS OF EXISTING UTILITIES I TYPICAL TRENCH DETAIL N.T.S.,, � ;0 0 /6"', V, 67-0-5 007- Avo PC/, to 16 0 - - - - - .. 5AWCC)7-W177-1 C,49?804�0)AIVOM A5L,4Vff -rO 721?U�ff SQUAkE OF C07-. 7-W10r4Z- 450 77-il ��o Mwvlyoz-�ff, A FAI ,uLof/ � .51-Vol!�7 6�725- X ' - - - ge,tff DerAIZ- A A771-4CH CAOLi5 C)A/ 451 r/ -/If E/17 6 Ire 0,4'0 7e -Ft% K j SECTION A�A PLAN 0 z No. 0416,U DIVERSION MANHOLE Bssl E x p. IRASVO) IVi �j N.T.S. eo F C P,0� RECORD ADbEn RF -cow) DA-rA,' BENCHMARK HOLE ON TOP OF SOUTHEAST HEADWALL.-. AT CYPRESS'. AVENUE AND VALLEY BOULEVARD. ELEVATION*% 1115.80. PK NAIL- IN POWER POLE NUMBER 202401 AT NORTHWEST ' CORNER OF CYPRESS AVENUE AND SAN BERNARDINO AVENUE. ELEVATION: 1148.46 ,.REVIS 0 IONS //V/ 7 -KI - �,�: �// ZL- 10 7-- = 2 g v U11 I Y Ut ItUIN I ANA9 UALIFUHNIA ENGINEERS & PLANNERS PUBLIC WORKS DEPAR TMENT 10920 Via Frontera PO. Box 28100 San Diego, CA 92128-0100 (619) 485-1500 Drawn By: Sco to Approved E. J.G. CYPRESS AVENUE SEWER AS SHOWN Designed By - Date -. 'DETAILS 41654 E. S. W. , R.T. S Freder'iek J. Spoor Checked By Dwo No. DATE CITY R. C. E. Date Approved AppgOVAL. DATE FM./YP ,3,3. CITY ENGINEER R. C. E. 251Z e. 2 014 Z J �x