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HomeMy WebLinkAbout1936-4I — 1-t kl) N 41 U, Z_s t4 -N EXIS rwa 4 p I r-- ---------------- oow 1.13 A 0 �_" e2A III 6.77 �-F. OF CONCRETE �_:NCASEMENTI CASE ao P. DETAIL 7�41S SHEET. CONSX. 5 -1.241.F - op_ to" c.p. COA15r, ,-!A,14 7" / 4-74 e?Z- /0 In -1 - REVISIONS ENGRS APPR. I MTE Crry APPRIDATE SCAU PLANS PREPARED BY, JOM EGM and ASMICIATES, INC LEA. (""*'\--CONSTRUCT Id' V.C.P. SEWER - 1. WHERE CLICARANC 77 R S3 A'VIE-NUE jPRECAST PIP.4 -8.10 IN L %,Pp 'o . . ,, -1 @—CONSTRUCT SEWER CONCRETE'64CASEMENT PER % DATE, 40-27 L . f . &-REMOVE EXIST. STUB -OUT AND FELIPE R. tABRAL, R.C.E. No. 29001 TITLE, CHIEF ENGINEER DATE &LI .0 EX I ST I NG MANHOLE - SEE GEN, NOTE * No 1 EA. (D—CONST. V LATERAL JOB No. DRAWN BY, DESIGNED BY, CHECKED BY, /15 :'HEM�LOCK SEAL S1 C-1 cb C-0 LLJ 0:� No. 29001 4( Exp. 3_4?1_1vj 7----o- - fliv 0 . . ............. LENGTHS OKI INLET INTEGRAL S.S. 8 LIBBIL ER OUTLET PER C.B.M.W.D. TUBE, STD. GENERAL NOTES:.. 30" OPENING LOCATION. 1. MANHOLE SHALL BE A PRE -CAST CONCRETE ECCENTRIC SXLCCTC% %ATIVIK SO& MANHOLE (6'- 0" DIA.) WITH A 30" DIA. OPENING. I ' MAX. IZIL SME C.S.M.W.0. 9TO. t)tETAIL. Skr..fs COMPACTCD 10 $0 1/6 ZSL L 2. MANHOLE FRAME AND COVER 3HALL BE 30" ALHAMBRA I t -,, L FOUNDRY CO. TYPE OR APPRVED EQUAL. ear !�P1497 15, M, W',c). D. blkiAIL SH A 1,41 _g A -A m + PARSHALL FLUME MANUFACTURER SHALL BE PLASTI-FAB INC: C led . . . .. ......... ............. 4. THE 16" FIBERGLASS PARSHALL FLUME SHALL 13E GROUT90 IN PLACE TOTHE POLLOwINIX -INYQ65 J2A L 'REQUIRSMWNTS, THS CoNTRACT6K TOLSIRANCS 1/4 TO 3/4 6" PARSHAtl FLUMIE 1z WELL Ile SPALL BRACE THE FIBERGLASS FWME 0010 h0CX qjDO1Nq 01A, (FIREP CLASS) NAL, + THE GROUTING OPERATION SUCH T14ATTHE F1 CIE *TRANSITION F ROM ROUND -M FLUME CONFIGURATION WILL SE MAINTAINPID TO� 11 1-4 WITHIN Ifl&� -INCH HORIzomrALLY AND Yr::PTICALLY. i R F-cTANGULA R CHANNEL. ALL. ELEVATIONS AND DIMENSIONS INOLUDING TRU[i V�Cp. TYPICAL 13 E DDW FW 10", 12 15 Z. 4;-0 DIA. IAANHOLIE VERTICAL WALL$ SHAI.L BE MAINTAINED WITNIN, 7.: 10' OR DEEPER THIS 1/16INCH TOLERANCE. N.T S. Al DETAIL I A _4--� _4 ____ - _f�� —_ � -op. NOT'E S' DESIGN CAPACI T*Y OF FL�OW /V *Alva. ",wOl �,e UPPER FLqW RANGE: c.f S. OR 1,1j.Z, M G D 0477 LOWER FLOW(R�NGE: o.o47 0.f a. OR 0.030 MGD A,, V'R.C.P4D-d 8�C77M 0. 7f# 7. 5 EXIST 10" V. C. P 4 2 1 MAX. SIZE SELECTED �b NATIVE BEDDING V. COMPACTIEP TO 90 % 14 L.F OF CONCRETE EWCA4.EMENT t M CASE 2 PER DETAIL THtS SHEET, I _. I!, A, _... - if ,6 11" 04 A . t4k CONST 98.00L.F. OF V oc.p WA yc.p. -04 WE SL 2 0. TYPICAL BEDDING FOR 10 12, 15 V.C.P. 4) LESS TI'I" 10 DEEP N k N.T.S. 4� LO 00 10 fhoz�j-'za2c SECTION A -A /9 R -v 9 low 4 No a qW IR *vow In W" mmm 0 IN 1"OF 8 4 w % NIT S. C-1 QUANTITIES �j STANDARD DETAIL 112 LEA. (""*'\--CONSTRUCT Id' V.C.P. SEWER - 1. WHERE CLICARANC 1W. 0;� L . F . R S3 A'VIE-NUE yc.p. -04 WE SL 2 0. TYPICAL BEDDING FOR 10 12, 15 V.C.P. 4) LESS TI'I" 10 DEEP N k N.T.S. 4� LO 00 10 fhoz�j-'za2c SECTION A -A /9 R -v 9 low 4 No a qW IR *vow In W" mmm 0 IN 1"OF 8 4 w % NIT S. low EX. 10 VC -P :S a c-, D w c-, c/ 7,5 EXIST M.H. SWR. ;z -.1-4 Z!�Z A 330 JOHN EGAN & ASSOCIATES, INC. Consulting Engineers 366 ORANGE SHOW LANE SAN BERNARDINO, CALIFORNIA 92408 714 ) 889-0676 ( 714 ) 825-1550 CONSTRUCTION NOTES QUANTITIES (D—CONSTRUCT MANHOLE PERCITY STANDARD DETAIL 112 LEA. (""*'\--CONSTRUCT Id' V.C.P. SEWER - 1. WHERE CLICARANC 1W. 0;� L . F . G>-'CQ.N.8T. MANH\O.LE P,15R' C.B.M.W.0, STD. jPRECAST PIP.4 -8.10 IN L %,Pp 'o . . ,, -1 @—CONSTRUCT SEWER CONCRETE'64CASEMENT PER % D ETA I L,5� $�H,E�U'T 4 OF 4 40-27 L . f . &-REMOVE EXIST. STUB -OUT AND CONNECT TO .0 low EX. 10 VC -P :S a c-, D w c-, c/ 7,5 EXIST M.H. SWR. ;z -.1-4 Z!�Z A 330 JOHN EGAN & ASSOCIATES, INC. Consulting Engineers 366 ORANGE SHOW LANE SAN BERNARDINO, CALIFORNIA 92408 714 ) 889-0676 ( 714 ) 825-1550 CONSTRUCTION NOTES QUANTITIES (D—CONSTRUCT MANHOLE PERCITY STANDARD DETAIL 112 LEA. (""*'\--CONSTRUCT Id' V.C.P. SEWER - 1. WHERE CLICARANC 1W. 0;� L . F . G>-'CQ.N.8T. MANH\O.LE P,15R' C.B.M.W.0, STD. jPRECAST PIP.4 -8.10 IN L %,Pp 'o . . ,, -1 @—CONSTRUCT SEWER CONCRETE'64CASEMENT PER -EA. D ETA I L,5� $�H,E�U'T 4 OF 4 40-27 L . f . &-REMOVE EXIST. STUB -OUT AND CONNECT TO EX I ST I NG MANHOLE - SEE GEN, NOTE * No 1 EA. (D—CONST. V LATERAL (I EA. CBM D—APPROVAL(M N RWG MANHOLE ONLY) do - OFFICE ENGINEER DATE .04 INCASSUM(T -TO*A.POINT ONE -.INCIJ SHORT. PLUG OUTLET SOUTH @ M.H. /EXIST M. H. y A f.4W rjL :--0.4.e5 Coe 4 4 6 Xc 411 CONCRETE ENCASEMENT DELA I L CITY CW EONTANA, FOWIA PUBLIC WORKS PARTME . NT DRAWN BY LM / 067 HEMLOCK AVENUE IX$NNED BY SEWER PLA_N "�ONTANA -CO",by- - CmI[0= By 1jr__ /? (f. a q 1N-TEfK_C1TY D0104M krc- a5181 or 5 pw&, 19 3 r NOTHIS 1): 1. WHERE CLICARANC jPRECAST PIP.4 -8.10 IN L %,Pp 'o . . ,, -1 , 4PPA, B LN -110N. 4 �X�), LINED, Ili If Wr A I 44,C5 .1 44W 'r 00INVOR"M -WITH 441% A 746 'AND POLMISTWWR - WRAPPED - IN C0*FORI&ANC1 VITX AWVA C105. UTUD 11IM'Sill ')b 'CRADLE .04 INCASSUM(T -TO*A.POINT ONE -.INCIJ SHORT. 'Of FIRST PIPE JOINT 3111YOND.-:06ATIONS EPSCIFT16ON PLAN. N41. 4r 6,4R L 49A"511r. Kryl- ov'r 4r) NOTES (CA �RANCE'. 17129N. -BOT -TON Of ,c44ss 4 ju I kfk OR-4TRUCTURE AND TOP bifti A�� 29 S 6" TO 18". 2 2. OIL, TH,.tN-.Tj-- ST -IC SHEET, W. , X AC09"ASL"! T4RIAUT9 EXTRA W.C.P. tb -p 1*-E�T-VOHD . "W -PTP1 AWD Cd ijbANTH. 0. 3. NdbC '3'7i6M CA82 I APPLIES. A f.4W rjL :--0.4.e5 Coe 4 4 6 Xc 411 CONCRETE ENCASEMENT DELA I L CITY CW EONTANA, FOWIA PUBLIC WORKS PARTME . NT DRAWN BY LM / 067 HEMLOCK AVENUE IX$NNED BY SEWER PLA_N "�ONTANA -CO",by- - CmI[0= By 1jr__ /? (f. a q 1N-TEfK_C1TY D0104M krc- a5181 or 5 pw&, 19 3