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S-73-5.1-5.4LOG OF DORIWG U° 1 LOG OF F50RI MG W92 EST /MATE OF OUANT /T /ES 48" /. D. Standard Manhole 8 ea. Modify existing Manhole / ea. Aggregate Base POMONA 150 tons 8" V. C. P. Sewer Main 20 /. f. /0" V. C. P. Sewer Main /. f. 12" V. C. P. Sewer Main_ _824 994 /. f. _ Adequate sheeting, shoring brocing as required /amp sum n r �I �Iiq iiiiimmimumi loimiimummi mommmi i�i�� ■ MINIIIIINNIM ililimillillillIlill clean Pine MIMMlIIIMl Milli 1lIIMII �9■II�INI■ A�I OEM ■ NIEMEN Mayer# 48 INIMII1I1MM1IN I�■I EST /MATE OF OUANT /T /ES 48" /. D. Standard Manhole 8 ea. Modify existing Manhole / ea. Aggregate Base POMONA 150 tons 8" V. C. P. Sewer Main 20 /. f. /0" V. C. P. Sewer Main /. f. 12" V. C. P. Sewer Main_ _824 994 /. f. _ Adequate sheeting, shoring brocing as required /amp sum n GENERAL NOTES /. 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. J. Manholes shall he brick or precast concrete as manufactured by Associated Concrete Products, Inc., or approved equal. Sewer monhole frame and cover shall be Alhambra Foundry A -1270 or approved equal. 4. Clay pipe joint compound shall be "CPI -211, "✓C -60 ". Mechanical compression joints shall be "WEDGE- LOCK "SPEED -SEAL MAINLINE It or approved equal. In no case will jointing material using neat Portland 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. Telephone:(714)834 -5323. S. Contractor shall be responsible for maintaining warning devices, lights, and flogmen in accordance with "Manual of warning signs, lights, and devices for use in performance of work upon Highways" issued by the State of California, Dept. of Public Works, 1971. Project Number: 1112100 —23 PLAN AND PROFILE FOR THE CONSTRUCT /ON . SANITARY SEWER MA IN VIA VI C TOR /A STREET from HA RBOR BOULEVARD to POMONA AVENUE I� it II II II II j �,I i;l I i I; lob I;I rl I� I ICI � I IQI ��I ICI �I I n I I el I I I I I I I� c o l Imo► I I I I I I Im jai j�l j �I I �I Ijj I� I�j I I �I ICI ICI �I jmj I I ND CDNST. I I I I I L_�.....— I I CONST {rictoria Street Q I 1 Iii j a I j ICI hI I I I - - --� L —J 1 __10�— --------------------- - ---�° lol Hamilton Street �I LOCATION Scale / "= 300' CITY OF COSTA MESA, ORANGE MA P C OUN T Y, CALIFORNIA OF LOG OF 5021 NG N° 9 BENCH MARK #} tz A center of curb return of N.W. corner Victoria Street and Maple Avenue. City of Costa Mesa Datum. 8. M, N° 76 Ele vat Ion =82.5/ NOT /CE TO CONTRA C ,TORS The existence and location of any underground pipes or structures 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 a Mesa Sanitary District Approved: �f� ��l/y�l�l Date: Donald E. Stevens R.C.E. 11066 . n r �I �Iiq iiiiimmimumi loimiimummi mommmi Milsolmum MINIIIIINNIM ililimillillillIlill MIMMlIIIMl �9■II�INI■ A�I BENCH MARK #} tz A center of curb return of N.W. corner Victoria Street and Maple Avenue. City of Costa Mesa Datum. 8. M, N° 76 Ele vat Ion =82.5/ NOT /CE TO CONTRA C ,TORS The existence and location of any underground pipes or structures 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 a Mesa Sanitary District Approved: �f� ��l/y�l�l Date: Donald E. Stevens R.C.E. 11066 CONSTRUCTION NOTES Qi CONST. 12" v•C.P. SEWER MAIN. © GONST• S" V.C.P. SEWSM MAIN. - - - - PROTCCT 66WEIC LATERAL_ PER D4TA1L HlREON. - - - MAINTAIN - EXISTING - SEWGR LINQ FLOW. - © CONST• STD. 4a" I.D. MAN HO L6. t v CAL) TION UNDERGROUND CABLG. BEFORE F-XrAVATIWG IN TH13 AREA, CALL COLLECT (l14)Ce33-OB11. PACIFIC TELEPHONt CO CONSTRUCTION NOTES IQ GONST. 12" V.C.P. 36WEi2 MAIN. Q CONST. 10- V.C.P. SEWER MAIN. ® PROTLCT SEWER LATERAL. PER DETAIL SHEET IJ?Z. © MAINTAIN BXI•JTING SEWER LINE FLOW. © CONST. STD. 48" I.D. MANHOLE. �� - -Porl. Co nc ra+a -- CONST. M.H. PER DETAIL -SHEET 4 t CONC. POURED 114 PLACE 4g" I.D. - DROP MANHOLE DETAIL �F to [Z .M d d is U i' q d d U1 PUENTE. AVMNUE MEYER PLACE A ALL 1 "s4O' N ZZ J I- Idj UI F-� Q to di N ME W!MON !! SEEMEM !!!!! ! !�! ®! !! !!!!!!!!! !!!!!! ! !!!!l� o "� ! ! !!!! MENOMINEE= ! i!!!!MENUM !! !!!!!! !!!!!!!!!!!!!!! !!!!!!!!!!!!■ !!!!!!!! !! fm !! ON ME a !'EM 12M!!!!!!!!!! • !!! !!!� !!!!!! It !!!!i!!!!!!!!!!!!!! !!■ !! INK ! ��� ! ! ! !! Eros ! !!!ME4 !!!! !!!!!!!! !! IMUM !!!!!!!!!!!!!41!!EMMEEMEME i�!!!!�!! !!!! !!!!!!1!!!!!! !!!! !! !!!lM, M!!M!! !!!!! !!!!!!! !!!!! ! !!! !!!!!! ! lo!!! !! � !! ! !!!!! !!! MINE W ■!!! !lO!!!!!!! =mom!RSI MM !!! !!k�!! !!! ! !!!!!!!!!! !! !!!! !! !!!!! ' " !!M !!!!!!!!= ! !! !W!!! ! !!!!� ! !!!!!!!!nm.q!w. . !!!! !i!!!!!!1141 ,!!! !!! !!!!! !!!!!!! 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ME ! ® ! !!!MOO!! !! 0 O !!! ! !!!! !!!!! ! ! ! !!!!!! !! !!!!!!! !!! ! !!!!! !! �mmo!! ! !! !! !!!! !!! mmmo!!!!!!!!! ! ! !!!!!! !!!!!! !! !!!! !!!!!! !!!!!!!!!!!!!!!!!!!!!! !!! !! !!!! !!!!! !!!!!!!!!!!!!! !!!!!!!! !!!!!!!!!!!!!!!!! !!!!! EMONE !!!! !!!!! ! !ME ! ! WE ME! ! !! !!!!!!!!!!!!! !!!! ! EMEM!!!!! !! !!! ! ! !! !!!!!! !MNE IM !!!!!!!! ! !!!!!!!!!!!!!!!! ! !!!!!!! !!!! !�!!!!!!!!!!!!! !! !!!! !!!!!! !!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!! *R% IIIIIIII IN a N Y W I I ,. i All WIDE STIRRUP -STEP Ir. "O.C. GALV. STEEL, CAST IN PLACE OPENING D'• v. C. P. .INTAIN EXIST. FLOW - CONST. 1. BASE AROUND EXIST. a- "66111! PIPE AS INDICATED. -- ALHAMBRA. FDRY. A- 1210 M.M. RIKO 4 COVER OR APPROVED EQUAL. �iil�il• - -- ASSOCIATED t CONIC. PRODUCTS, INC. ®i�7ii}�'gg�**,` ECCENTRIC "STRAIGHT Sl OE " CONE �. tl: -'-- CONST. a EQUAL. ,. i All WIDE STIRRUP -STEP Ir. "O.C. GALV. STEEL, CAST IN PLACE OPENING D'• v. C. P. .INTAIN EXIST. FLOW - CONST. 1. BASE AROUND EXIST. a- "66111! PIPE AS INDICATED. -- ALHAMBRA. FDRY. A- 1210 M.M. RIKO 4 COVER OR APPROVED EQUAL. ALHA.11,11111,11RA FORY. A -1251 M.H. 4IO RING COVER OR APPROVSO EQUAL. Ill I ! a I lip / _ -Finished aurfeca 24• �3r— r B• wall a r MAINTAIN EXIST. FLOW, INSTALL CONIC, SLILI[4riA0 TO BE lz&movft ] WNEN NEW SEWGR LINE IS ACTIVAT EO Y/ �iil�il• - -- ASSOCIATED t CONIC. PRODUCTS, INC. ®i�7ii}�'gg�**,` ECCENTRIC "STRAIGHT Sl OE " CONE �. tl: -'-- CONST. OR APPROVED EQUAL. L! i��ifI11P11E�i��s - �������i< 413" G. �1�71�E�' 0 - `wall (mina }0- ������I�I��� -- ASSOCIATED CONIC. PRODUCTS, INC. >ra t��l���ii��l�i�iiE�E H. (613" 1. D.) cot o APP OVEDCOEQCUAM Q 0 ^z Z so I•ie s � 44 —0 ! iv _ ' N SCALE )" *4O' - CONCRETE BASE, POURED IN PLACE of I S II min. � �' \ 48" 1. 0. STANOARO MANHOLE ALHA.11,11111,11RA FORY. A -1251 M.H. 4IO RING COVER OR APPROVSO EQUAL. Ill I ! a I lip / _ -Finished aurfeca 24• �3r— r B• wall a r MAINTAIN EXIST. FLOW, INSTALL CONIC, SLILI[4riA0 TO BE lz&movft ] WNEN NEW SEWGR LINE IS ACTIVAT EO Y/ i0" VC.P. CAU T 1 ON UNOfiRGROUND CAEI SaFORE EXCAVATING IN THND ARIA, CALL COLL @CT,(114)GDS -01311 PACIFIC TEL.EPI-IOMP CO. PUENTE AVE. t �iil�il• vi Q i0" VC.P. CAU T 1 ON UNOfiRGROUND CAEI SaFORE EXCAVATING IN THND ARIA, CALL COLL @CT,(114)GDS -01311 PACIFIC TEL.EPI-IOMP CO. PUENTE AVE. t sr 8- '0i N! - ©. - -- vICTORI �ry AVE. 2G �O - mm-N 01 2 ' h • ZQ — Z [IM044-M.4. N1G / / . II H MODIFY EX. M.H. CASE o —o s. awel AS 6HOWN. DO NOT LEA ' j ANY PIECES OF DROKEN CONC. IN EXIST. LINES \�7{ --T EXIST. MANHOLE I - '' ' I d x O e • • 0 f E 3 > •Sax uE W i of w I 20' - 20' 10' 4 t 4 o t V CONSTRUCTION NOTES -- _. It 50 S50,11 Q CONST. 10" V.C.P. SEWER MAIN. ® RECONr"T. SEWER LATERAL PER C.M.S.O. STD. PLAN. -c} _ r p d N N ® MAINTAIN EXISTING SEWER LINE FLOW. y In Ir m in ® CONST. 413- LO. MANHOLE. II II d It on n IV 9 — v.N v . v v v .N•i POMONA AVENUE i IMPORTANT V I CTnR to STREET Contractor must take care to protect all existing water and gas services. t rU 27 2G 2S 24 2j 22 _ _ - The contractor shall pay all _ PROFI LE SCAL E a (min.) E'¢91 al¢v. , - -- ASSOCIATED CONIC. PROOUCTO INC. * 4 N FT -10, OR APPROVED EG{uAL. P'O ARC B• G• I 2' -O" V . 1ir4/y -- �" P.C.C. —< .EXIST. IL" V.C.P. �. �• ,��Q. EXIST. 12" V.C.P. - J _ Conc. base., Poured in place DETAIL- FORCE MAIN MAWHOLE ( -0 +27. M.W. caMmrIin6 -- RXIST. 12 "vC.P. —� �iil�il• POMONA AVENUE ®i�7ii}�'gg�**,` - -'-- CONST. STD. MANHOLE i��ifI11P11E�i��s - �������i< �1�71�E�' �I�I�I�I�II�E' ������I�I��� t��l���ii��l�i�iiE�E ^z Z 44 —0 0' N SCALE )" *4O' I S W � �' \ I N 0 '}7I� I nA �?11 4 ,�. T MORN i �Q _$� � iii IMMUNE sr 8- '0i N! - ©. - -- vICTORI �ry AVE. 2G �O - mm-N 01 2 ' h • ZQ — Z [IM044-M.4. N1G / / . II H MODIFY EX. M.H. CASE o —o s. awel AS 6HOWN. DO NOT LEA ' j ANY PIECES OF DROKEN CONC. IN EXIST. LINES \�7{ --T EXIST. MANHOLE I - '' ' I d x O e • • 0 f E 3 > •Sax uE W i of w I 20' - 20' 10' 4 t 4 o t V CONSTRUCTION NOTES -- _. It 50 S50,11 Q CONST. 10" V.C.P. SEWER MAIN. ® RECONr"T. SEWER LATERAL PER C.M.S.O. STD. PLAN. -c} _ r p d N N ® MAINTAIN EXISTING SEWER LINE FLOW. y In Ir m in ® CONST. 413- LO. MANHOLE. II II d It on n IV 9 — v.N v . v v v .N•i POMONA AVENUE i IMPORTANT V I CTnR to STREET Contractor must take care to protect all existing water and gas services. t rU 27 2G 2S 24 2j 22 _ _ - The contractor shall pay all _ PROFI LE SCAL E a (min.) E'¢91 al¢v. , - -- ASSOCIATED CONIC. PROOUCTO INC. * 4 N FT -10, OR APPROVED EG{uAL. P'O ARC B• G• I 2' -O" V . 1ir4/y -- �" P.C.C. —< .EXIST. IL" V.C.P. �. �• ,��Q. EXIST. 12" V.C.P. - J _ Conc. base., Poured in place DETAIL- FORCE MAIN MAWHOLE ( -0 +27. M.W. caMmrIin6 -- RXIST. 12 "vC.P. —� �iil�il• ®i�7ii}�'gg�**,` �i�l i��ifI11P11E�i��s �������i< �1�71�E�' �I�I�I�I�II�E' ������I�I��� t��l���ii��l�i�iiE�E —0 aN ,�. MORN IMMUNE ■ • ME OUSE LATERAL RECONSTRUCTION .I'll` MEN ■ low EMEME SOORM mranw-mr-awilms. ME ■ -- - FIRM ■ MEN_! ��f ■�li ! ®�i��i����1 i■■■■!�■H ■■ MOMEMEMOSE MONSOON �� �ry,I SEEN � ==����l��� !► ����lI -'.-� ����� � MES, . H ■ ■1i mmommom M ■ ■ ■M ill: ■ ME= NOR som��m mosommu�� SON - _ La i�':liiia••� OEM � r.ai�.�. ��_ �ll�� ME ! Emom��m��mm ��f� � �� � � MMM NONE _ ONNE �ENNER� MORN - �_!° M MORN M M OEM 11M "'Mmmmmmmnmmmmmmm OVER so MEE =,=I 0 REMISSNESS 0 smomms OEM OMEN MEMO so SM Mmm 4. OUSE a =OMMMM OEM lim it m ME —0 aN ,�. MORN IMMUNE ■ • ME � .I'll` ■ ■ ��f i■■■■!�■H ■■ MONSOON � � . H ■ ■1i mmommom M ■ ■ ■M ill: ■ ME= NOR som��m mosommu�� OEM ME Emom��m��mm NONE MORN M MORN M M OEM 11M OVER so MEE =,=I 0 REMISSNESS 0 smomms OEM OMEN MEMO so SM Mmm OEM