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S-74-3.1f r ®s k w r 0 T7� to M LOG OF BORING N21 DRIVING .... / eo. 48a /. D. Drop Manhole . 4• • • ..� �IIIIIIIIIIIIIIIIIIIIIIIII ea. Modify existing Manholes MOISTURE . DRY WEIGHT 41 tons B ” /. D. Force Main (Techi tee __ _ !' . . � ...__ A • M . M /2 V. C. P. Sewer Main • /. f. D Special map. bold .,. ..11111111 ,. ear. CIOSS "B” Concrete 2 c.. Adequate sheetin , shoringbracing as required lump sum Reconstruct existing Manhole Shafts (Irvine Avenue) 3 ea. la- , :u�is- r,ii�etet� 4 /. f ■11111 ■1111111111111111 ■1 1111111 = 11111111071111111 . •. -• ■111111111111111111111111 1111111111111111111111111' ■111��1111111111111111111 .ii1i11111111111111111111 . 1 1111.1.1111.111 ■11.1111 IRIU1•�i1�1.1LL1.11�1.�.R 1.1111111111111111111111 .111111111111111111111111 .11111.1.1111.11111111111 .11111.111111111111111111 „111111111111111 ..1111.1 „1111111111111.1 .11111.111111111111.11111 .111111111111111111111111 .11111.1.1111.11111111111 111111111111111111111111 1ii1111111r111111111111111 1111111111111111111111111 ■111111111111111111111111' 1111111111111111111111111 111111111111111111111111 1ii1111111111.11111111111 1111111111111111111111111 1111111111111111111111111 1111111111111111111111111 IL]IILIIIIIIC]1111111111 - _ - 1111111111111111111111111 111111 ■111111111111111111 .111111111111111111111111 ..1111.1.1111.11111111111 1111111111111111111111111 EST /MATE OF OUANr /r /ES Pump Station _ - / eo. 48a /. D. Drop Manhole 2 ea. Modify existing Manholes 7 *a- -Aggregate Bedding 41 tons B ” /. D. Force Main (Techi tee __ _ 825 /. f. /2 V. C. P. Sewer Main 42 /. f. D Special map. bold / ear. CIOSS "B” Concrete 2 c.. Adequate sheetin , shoringbracing as required lump sum Reconstruct existing Manhole Shafts (Irvine Avenue) 3 ea. /011 V. c.P. sewer Main 4 /. f PLAN AND P SE WA GE PUMP S TAT /ON Project Number: 1112100 —28 ROF /L E FOR THE CONSTRUCT /ON OF SAN /TARP SEWER FORCE MA IN IN V ICTOR IA Sr. FROM HARBOR BLVD TO MINER Sr. Project Number.- 1112100 - 30 PLAN FOR SEWER MANHOLE RECONSTRUCT /ON IN IRVINE AVE BETWEEN MAGNOLIA Sr 8 197H Sr ii - li 11 �II ii �Cz 1bf I �I - ICI I1 Iii 141 I`'j l l IQI J I I I � Irz �1 tt ICI I I 1pie.ls�s I�I �,Maoe sraie C --- - - -_ —J -- - -� I - -- I I -- — -- L_ —_- - -_ 'Ind26.4x0 Modify M.K End Corot. sto 11.30e �i c t on o mz1w66 Stu 16411&5 S t r e e t Modifybefb" Modify MR ,NOTE: to I ) sratlone Indicated we along tot Victoria 311W oI Jhl I�I Woolorly from tot Harbor eWd. GENERAL NO TES /. All sewer construction shall conform to the Standards of the Costa Mesa Sanitary District and shall be completed to the satisfaction of the District Engineer. 2. Stationing refers to the centerline of proposed sewer. 3. Manholes shall be brick or precast concrete as manufactured by II ICI I� I JI pill Volvo ta771.0 Iof - sm �al.o I 1 kknd O l l I1 ISM5 _ J s adis.S -HH. — — —, to 'A95.0 Y M.H. I Ia eI II ICI Reconstruct sewer manhole shafts along Irvine Avenue at 19th I I Street (KH. Nt 1), at al ley betwoen Floy z:! Street d Broadway I E �0 I °ol I J'AL—i (M.H. N= 2), d at alley between u: oadwci H Magnolia Street X' � (MA.N23i " _J�LJ�_J LJI- L__ Irvine -3 _ Aywwe _ N =t Associated Concrete Products, Inc., or approved equal. Sewer manhole frame and cover shalt be Alhambra foundry A -/270 or approved equal. 4. Clay pipe joint compound shall be "CPI Z ", "✓C -60". Mechanical compression joints shall be "WEDGE - LOCK ", "SPEED -SEAL MAINLINE " or approved equal. In no case will jointing material using neat Port /and Cement, mortar or grout be permitted. 5. Contractor shall obtain a permit from the City of Costa Mesa Street Deportment prior to starting work. Request for inspect- ion by the City Engineer shall be made 48 hours In advance of performing any work. re/ephone: (7/4) 556 -5323. 6. Contractor shall be responsible for maintaining warning devices, lights, and flagmen in accordance with "Manual of warning signs, c l r Y OF lights, and devices for use in performance of work upon Highways" issued by the State of California, Dept. of Public Works, 1971. d I Cos rA LOCH rION MA P Scale / "or 300' MESA It BENCH MARK O center of curb return of N.N! corner Victoria Street and Maple Avenue. City of Costa Mesa Datum. B. M. NAP 76 Elevation =82.,51 T' i- N0 T / C E TO CON rRA C TORS .The existence and location of any underground pipes or s- tructures shown on these plans are obtained by o search of the available. records. To the best of our knowledge there are no known existing utilities except as shown on these plans. The contractor is required to take due precautionary measures to protect the utility lines shown and any other lines not of record or not shown. Engin a er : Cos t o Meso Soni tort' Dis tri c t Approved: 44z�40 rte°, • rc-/22 hP Date: /Z -3-ov Donald E. Stevens R. C. e. 11066 Cos ORANGE COUNTY, CA L IFORN /A V (CTOR 1^ 57. 3=02GE MAIN Sl•IRET I OF 8 SHEETS J- "A%14^ F.a.. QE /1 a ,