Loading...
S-77-15.1-15.40 0 TYPICAL SECT /ON OEEOEE OR /!/E DANIELLE OT? /!/E (GI/L>' FROM Dtcl OR) k W /5 j O M N 0 /4 r-- INDEX MAP N.T.S. l6 /7 18 19 20 -- SH 1 � N' 6 B Y.0 1 d G "A. Ce 0 - 13 W c, - 1111 (112 110$ O k 37 38 3 40 4/ '0Q Ij ll (SI.O PA'1VA 0 eta ,lh D /� 12 - - -- _ - 112.9 (i1F 1121 1117 111 341 os ° 36 35 1 34 I 33 3 s�o1 D BRA D /VE /O B "K G P 1tl? I )D ry 57 56 SST i I� 53 S TREE TS j 45,619 SF � /A CONST 3" A. C. OVER to A. B. W M C. 70 PR /ME COAT, / 32, 298 S.F CONST VARIABLE THICKNESS A.C.OI/ERLAY ii #g - -- - -_ �CONST TYPE C 8 CURB `GUTTER PER C/TY S7-,O. 302. - 14Z 4 11 ti _.___ -__ 44 CONST. TYPE C-49 CURB f,` GUTTER PER C /TY STD. 302. -_ _ -__ --/,927 L. F. SO -CONST ROLLED CURB CUTTER PER OETA /L ON SNT /,- 2, 408 L.F. 22 0 - 13 W c, - 1111 (112 110$ O k 37 38 3 40 4/ '0Q Ij ll (SI.O PA'1VA 0 eta ,lh D /� 12 - - -- _ - 112.9 (i1F 1121 1117 111 341 os ° 36 35 1 34 I 33 3 s�o1 D BRA D /VE /O B "K G P NOT r0 SCALE I I1 a !/ //1/ III / //B ✓/� /is // / I I 26 SrU8 PLUG B "V C. P. ____- t - - -- - - 2 EA. //83 g I SH E -- N- 2- - l Y C41,A`5 OArA Pj T C. EL Ei/AT /OHS 9 8 7 6 5 4 REFERENCE PO /NT I I' III I 8,. I' o„ GE iJOTES i i i I WA 7-E2 /j .. 6.3/4„ - - - 1. All wbrk other than storm drain work, shall conform to the City of Costa Mesa (5--J LL /`WATER SERVICE PER C.M.C.W.O. STD. DWG, 2(TYPE a ")_. / EA PAVEMENT - Standards and shall. meet the approval of the City Engineer. All storm drain work - 30 CO1vST 8 "A.C.P WATER MAIN PER I^.M.C.WD. eEg411,oE1VEN7S.(CZ.150) 1,14'8 L.F m\_ shall ,conform tP the A.C. F. C. Q. standard plans and meet the approval of the City 31 CONST 6 "A.CP WATER MA /N PER REgU /REMENTS(CL. /SO) /,326 LF. m Engineer. � 32 CONST WATER SERVICE PER C.MC.W.0. STD DWO.I (TYPE B",- 55 EA. -2. All street stationing r fors to the center line oft treet. ) 33 INSTALL B CATE VALVE. _ 3.• Paving and base section listed in theyquantity estim ere for bidding purposes - (RTX FLJ _ _ EA P � � b on] y and are. subject to revision upon receipt of soils tests. 1IV5rALL 6° GATE VALVE,(RT.XFL.) -_ .3 EA 34 0 4. Curb data refers to the face of curb. 35 INSTALL GLOW -OFF PER C.M.C.W.D. STD: DWII 5. Parkway trees will be planted in accordance with the requirements of the 36 - INSTALL FIRE HYDRANT PER CMC.W.O 2 EA . STD. DWG.S_ 1 2 EA TYP /CAL SECT /OA/ ( R/!/.4TE STREE7) City of Costa Mesa Park Superintendent. - -" t - -- 37 IN,gTALL 8 "TAPPING SLEEVE 4ND VALVE / P 6. Ali work shall be p&formed in accordance with the Standard Spec ices for - -- EA Public Works ConstructAion, dated January 1976. ( "Green Book ") STORM DRAIN TYP /CAL CONC. ROLLED CURB Contractor shall furnish and install all signs, lights., barricades, and /NST.4LL 24lzCP- /SL�O._____ _ DAN/ -1 04 /!/E g g 39 - -- - -- -- -soL.F 5 traffic o RES&AWACE TRENCH PER C /TY STD 80/. -_ / any other . control or warning devices, including flagmen:, as may � DA/ /t/� /1��L+�E O'4//G1/E (E LY OF DEEOEE L�f2.) GUT TE4 (GRIV4TE" STREETS] by regU iced b the Engineer. All 4 toms mentioned shall be in conformance IAISTALL !B" RCP - 20000. (BEDDING PER LACFCD STD DWG NO. 2-D177)_ - -- 91 L,F. OE /V /VI✓ �RI✓G /V.T5. with the current requirements as 'specified in The latest edition of the 41 INSTALL 27" RCP PLAN (BEDDING PER LACFCD STD.OWlJ N0, 2-0/7 3616.E - -- R F /LL ALL CELLS W/TH TOPSO /L 7b 4 04' aELOW 70P SURFACE Q UT1L17Y E5111 T 5 /O „ 2 „ PA ✓EMENT -7 2 % I Ir W.4TE� R 31¢ 'SAND �`���� Co Li ice\ METER BC /7' /i "x 23 �2 °C06lG. TU/ -7F- BLOCKS, \ IQ P.0 CONG EOG /,VG ASSOCIATED COA/Ci7ETE PWODUCTS G!/C.,�- - 13 ¢ "ACE. BASE OR EQUAL SEC T /UN A -A (PR /!/ATE STREETS SNOW /N6 COW67- ,eUCrIoAl OF TURF -BC OCf! O^/ STREETS � W /TN ROC L EO GU,PB O.V S /OE OF STREET H//TH NO S/DEWAL lC WV F /LL ALL CELLS W17,q TOPSOIL TO �i4" 6ELOW Top SURFACE W Q i cL'�i 4 �2„ , p 314 "SA NO p\ METE.O;Z� I 17�2/ x 23x2" CO,/CRBLOC/!S, U a°X ! 00NC DX1.4Z A- A SSOC /ATEO CO,VGPETE P.PODUCT9 /NG 13 OR cQUAL - 4 "AGG. BASE SECTION 0-5 (PRIVATE STREETS) -JVEit /EN? NC I DATE SNOW /A/G' COA/STQUCT/O,V OF TU,PF- BLOC/! O,(/ 7WI F,57' S 911T11 ,POE LED CURB OA/ 5710E OF 5 -T7EE7- W/TH S/OEGULIL K REVISIONS CONTRA DESCRIPTION WORK STARTED: WORK ACCEPTED: INSPECTED BY: "Construction Safety Orders ". Failure to do so will be cited under appl ic- 42 43 CON5T. C.B. N °.3 PER LACFCD STD. OWtr, A/ °. 2 -D /G3 • 4 EA. able section of the C.V.C. and corrective cost5„to tFp City -will be charged. .OUST, L.D. N °.4 PER LACFCD STD, DWG. A/Q, 2 -0415, _ _- _� _ 4 EA, ;n' t for shall obtain a permit and request inspection from City Engineering CON5T• M.H. NQ, / PER LACFCD 15T0, DWO, Ng, 2 -0102, _ _ _ Delia I :nt to he made 48 hours in advance of performing any work. Telephone: 556 -5323. t R�nsovE .ex/5T ird`A.CP- STORM- t314A /rtf - 290L. 21. All cons truction shall conform_ to the Standard S ecificati s dfithe Costa Mesa; The .bunt of asphalt binder to be mixed with the mineral aggregate shall be p p r Sanitary District. Sfations shown o *oo are sewer stafions on! d tvetght. he exact amount will be determined e. Cthe City Engineer. 22. Manhole shall be brick or recast concrete as manufactured b Associated Concrete Products Inc." `.allGic; of the proposed ?r�regate shall be sl..bmitted to the City Engineer for P y testing in order that t;,2 percent binder may be determined four (4) days in .'or approved equal. - 5.° S'O advance of construe *' :. 23;., Sewer manhole frame and cover shall be Alhambra Foundry A -1270 or approved equal. 2 Clay pipe ,joints shall be mechanical compression ,Joints. Mechanical compression joints shall be S /�EWALF! .9 REA 10. The City of Costa Mesa ,.iii pay for t•.0 initial soil and materials tests. Any I s; sr::Illent soil and materials tests deemed necessarv, due to the failure of the Portland cement mortar rout be approved equal. In no case will jointing material using neat 1 l tests, hill be at the contractor's expense. Portland cement mortar or grout be permitted. ' Z„ tr' t - . - _ - _ 25. Contractor shall request inspection from the office of the Sa�titary District Engineer 24 hours -11. 'here drivewa depressions are constructed, the drivewa approaches shall be p b} 2eo_ V,I Y p Y pP f prior to commencement of work: Telephone: (714) 556 -5400. constructed to property line per City of Costa Mesa standard plans. Location, 26. Permits required shall be obtained from the Street Department; 77 Fair Drive, Costa Mesa. be approved b the Cit En sneer. y and width are to y y g 27, Id k, not done In the presence of the Sanitary inspector i sub' ct to rejecii n. 1 �_pp�� c � 12. All underground work shall be complete prior to any surface work 111 the public c�8:`W�ieF and ;ns to be installed accoNXing �o "•tfie T9�Sian�ar7sancT �pecificatians of the gOSta M__ richt of way. County Water District. 13. Street lights to be installed per City of Costa Mesa Standard Own. No. 701. 29. toptractor to have on job -site copy of 1974 Standard Specs at all' times. � /2 CONST. 6 " PC. C. OR //E4VAyAPROU he final locations subject to City Engineer's approval. 30. Contractor t© notify Costa Mesa County Water District 48,hours• prior to construction. (Phone: To Ps70PERTY L /�c/E 14. Street name signs to be installed back of curb or on bracket mounted on ,714/631 -1200 or. 714%n55- 5398; street light pole, per City of Costa Mesa Standard Dwg. ^lo. 606. 31.- All Plan-Check, T,S7".tior a,d Engineering'De;Posits will be made prior to signature of General SECT /ON T/ -IPIl OR/1/EWAY A,�,40iV 15. Stamp 'IS" on Curb at all sewer lateral locations. ,Manager. /2 16. Any City benchmark; monument, or ties that are destroyed or disturbed duririn 32. A 8o-nd will be posted at the completion of ) roject for 107 of actual cost and*will be held'for -one SCALE /2 "= A0' construction shall be replaced. Any change in location or elevations shall ,year: SNOWIA/G CO,VSTRUCT /ON OF OR/IiENVAY APRO.c/ ,':;e- reported to the City Engineer by a licensed surveyor on 81zxll loose leaf 33.. Requ;red separation between sanitary sewer and water mains will be 10' HORIZONTAL, 3` VERTICAL. ON STREETS' W /TN ROLLEU e4_IR,3 ('PAP /VLATE' ST - EET.5) paper (one side.only) showing location and ties, or level run. 34. 'Service laterals shall be set to grade by contractor prior to the installation of water meters 17. Protect all existing utilities in place. ,and boxes. 'Install backflow device as r i8. Pipe bedding in trenches shall be per L.A.C.F.C.D. Standard Drawing 20 177, Case III. 35 per Costa Mesa County Water District Resolution #80. 19. All catch basins shall have horizontal protection bars ner L.A.C.F.C.D. .Standard 36 All water mains shail have 3'611 minimum cover to finish grade. Drawing. 2D 175. 37. ,jlaise A11 existing gate valves to grade. COSTA ME5A SANITARY D 15TR /CT 20. All stone drain manholes shall be left below subgra:;e. The contractor shall raise 38. A 15' easement wil'i be granted to C.M.W.b. for all non dedicated streets for maintenance our - the manhole frames and covers to finished grade and make necessary repairs to the poses of water mains and fire hydrants. pavement. 39. 6" V.C.P. house connections shall be constructed from the sewer main to the property line for APPROVED ESY: each lot. C� 40. The developer shall furnish the sewer contractor with a plot plan indicating the recommended DATE: //' -447 \ �` location of the house connection for each lot prior to sewer main construction. ,� LLL.�� ---- -- 41i. Ag1 veer house connections shall be laced prior to surfacing of streets. O ALD E. STEI/ENS D /STR /CT EN4/NEER placed g 42 All "yqw manhole frames and covers shall be left 6" below finish grade. 43 The "sewer contractor shall raise the manhole frame and cover to finish grade after street su cin is coin leted. COSTA MESA COUNTY WATER D /STRICT UNDERGROUND STRUCTURES CO19G5 PLACENT/�IA AVE. Contractor agrees that he shall assume sole and complete responsibility for job �) } �) 1 STA MESA CA. ALL HOE SHOWN UTILITIES OR STRUCTURES REPORTED SY THE OWNER OR OTHERS - MYIYIF -IT iQ, WL� site conditions during the course of construction of this Protect, including safety of all AND THOSE EHDWN DM THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE - � M`rJE/{iA F J.JLd_4 II4II{WWI��.��, LOCATION AND EXTENT THE OWNER ■Y ACCEPTING THESE PLANE OR PROCEEDING WITH PROFESSIONAL ENVIRONMENTAL ENGINEERS 6 PLANNERS persons and property; that this requirement shall apply continuously and not be lim- IMPROVEMENT[ PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UMDER. ited to normal working hours; and that the Contractor shall defend, indemnify and SIGNED HARM' _ESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND PO BOX 2390 1401 QUAIL STREET NEWPORT BEACH CALIFORNIA 02663 hold the Owner and the Engineer harmless from am and ail liability, real or alleged, ?� UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDESS IGNEO. NOT INDICATED ON rME PUBLIC RECORDS EXAMINED LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN 17141 833-0070 In connection III, ith the performance of work on this Project, excepting for liability OR RECORDS EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY LAL_ X �� �h . Ga 1 5.! _ DAT&A;l 1817 7 arising from the sole negligence of the Owner or the Engineer, oq STRUCTURESRFOUND AT THE SITE !ITT OR SMALL BEUTHE CON RACTOR'* RESPONSIBILITY UTILITIES ED SCNNADEL GENERAL WAA1AC1ER �n'• NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING • WORK ROBERT W BEIN R. C. E. 12759 REFERENCES DESIGNED BY: S W 1yT F DATE CHECKED BY N D DATE !STREET, SEWER, WATER, AND STORM DR.4 /N PLANS FOR SNEET- FIELD BOOK PAGE BENCH MARK N0./58 REFERENCE PLANS DRAWN BY, 8. T B. T. CHECKED BY: D M ELEVATION 32.02 NOTE TO CONTRACTOR, SEE SHT. RECOMMENDED BY: RIGHT OF WAY ACQUIRED: T%/�') DESCRIPTION CITYOF CoSrA MESA STANDARD DRAWING' NO 3o), 302 303 401 •1o2, / � ♦ A % '•' C / N 96066 OF G SHEETS :!SENCN M4KKCA//SELEO "0 " IN 4o3, 40<o,407 503, X01,Ca03,1So6,701; - -- - __... ___._ I�14/77 101 TRACT MAP _ - -_ - -� - - -- - -- _ -- - -- - - -_ -- -- -_- - - - - - "- ASST. GI7Y ENCrfNEEQ' RIGHT OF WAY AGENT TITLE TL E SHEET PLAN EAST EDGE of CONC. 15457E OP LACFCD STD. DWG. Z -0/02 2 -D /&3, 2 -04/5, - -- - -- - .- - - - ---' ----- APPROVED __ APPROVED BY: FLACK Pot6 Se*eK5 -Rto,N Z-Q177; NUMBER -- - - - - -- - - - - - -- COSTA MESA - I',of FgI,PV;EN/ l�z��� CITY O F C 77- 30. DATE VF_,NOA'TNOFCEISLERAVE, CITY ENGINEER - DEPARTMENT OF ENGINEERING SERVICES MORRIS it CONSTRUCT /ON NOTES EST /MATED QUANT IT IES CONST ITEM TO SE CONSTRUCTED OR /NSTALGED NorE No. quANriTY S TREE TS / CONST 3AA.C. OVER 6 'A.B. WIM.C. 70 PRIME COAT. _ 45,619 SF � /A CONST 3" A. C. OVER to A. B. W M C. 70 PR /ME COAT, / 32, 298 S.F CONST VARIABLE THICKNESS A.C.OI/ERLAY I,960 S.F - -- - -_ �CONST TYPE C 8 CURB `GUTTER PER C/TY S7-,O. 302. - 14Z 4 X12 _.___ -__ 44 CONST. TYPE C-49 CURB f,` GUTTER PER C /TY STD. 302. -_ _ -__ --/,927 L. F. SO -CONST ROLLED CURB CUTTER PER OETA /L ON SNT /,- 2, 408 L.F. 22 t - -- 6 CONST. TRANSITION FROM TYPE C -8 TO TYPE C -6 CURB GUTTER. 47 L.F 77 -CONST TRANS /TiON FROM rYPfC -6 CURB' GUTTER TOROLLED CURB CUTTER 6/ L.F 3 2 3 8 CONSr SLOTTED CROSS GUTTER PER CITY STO. 40E 3, 723 S.F _ -- top?. 9O- CONST. S/OEWALK PER CITY STO. 4,01 402 � 403 - -_ 13,840 S.F /0 CONST. WHEELCHAIR RAMP PER CITY STD. 507- _ -____ 2Q5 S.L. ll CONST 6 °FCC. OR /VEWAY APPROAC/ W /DEPRESSED CURB PER_ 1,235 5_F. 24 C/TY STO. 303 E 503. l2 CONST 6 "P C. C. DRIVEWAY APPROACH PER DETAIL ON SHT. I. - -_ ____ 6,8iG S.F 25 CONST TURF-BLOCK PER DETA /L OA/ SHT /. - ____�__ 12, 51607 S.F. _ CONST 10 °WIDE CONC. EOG /NG PER 0E7A 1L ON SHT. /. __ ricolvv. 1, 220 S.F CONSr. STREET BARR /CAGE PER C/rY STD. 6'O/_______. /00 L.F FYPE A -6 CURB PER CITY STD. 30/ 316 L.F 17 1NST4LL STREET L /GHT PER CITY Sra DWG. 701. (7,OW L M.kQ _ 19 EA. /8 INSTALL STREET NAME S /GN PER CITY STD. 606. _ -_ 7 EA_ 27 - -- I l9 INSTALL SURVEY MONUMENT P E R C /rY STD. 603._.______- _ S EA, SEWER 20 CONST 8 "V. C.P SEWCR MAIN _ _- 2,433 L.F 29 ___ 2/ CONST. 8" CLASS 150 OR HEAVIER 0JPW 1NOT O/P BITUMINOUS AND APPROVED MECHAN /CAL T01N7S SEWER MA /N (LENGTH AS SMOWNJ CENTERED UNDER WATER MA /N. _ BO LF 30 SALINAS r)�_ CONST. 6 "1! C.P. SEWER LATERA( _ -____ _ re51 L.F. 10 5 _-AVE. CON ST 6 " I/C.P. SEWER LATERAL W1774 /O L F, 6 "C. I. R CENTERED On/ _ 64-7 L,F A /N. I INCLUDES 280 L.F, 6"C.LP. �- F CONST. 48" /.O. SEWER MANHOLE. /Z EA. 25 TO /N EXIST SEWER MAN1 -10ZE ADJUST !� /M TO GRADE. - / EA. NOT r0 SCALE I I1 a !/ //1/ III / //B ✓/� /is // / I I 26 SrU8 PLUG B "V C. P. ____- t - - -- - - 2 EA. //83 g I SH E -- N- 2- - l Y C41,A`5 OArA Pj T C. EL Ei/AT /OHS 9 8 7 6 5 4 REFERENCE PO /NT I I' III I 8,. I' o„ GE iJOTES i i i I WA 7-E2 /j .. 6.3/4„ - - - 1. All wbrk other than storm drain work, shall conform to the City of Costa Mesa (5--J LL /`WATER SERVICE PER C.M.C.W.O. STD. DWG, 2(TYPE a ")_. / EA PAVEMENT - Standards and shall. meet the approval of the City Engineer. All storm drain work - 30 CO1vST 8 "A.C.P WATER MAIN PER I^.M.C.WD. eEg411,oE1VEN7S.(CZ.150) 1,14'8 L.F m\_ shall ,conform tP the A.C. F. C. Q. standard plans and meet the approval of the City 31 CONST 6 "A.CP WATER MA /N PER REgU /REMENTS(CL. /SO) /,326 LF. m Engineer. � 32 CONST WATER SERVICE PER C.MC.W.0. STD DWO.I (TYPE B",- 55 EA. -2. All street stationing r fors to the center line oft treet. ) 33 INSTALL B CATE VALVE. _ 3.• Paving and base section listed in theyquantity estim ere for bidding purposes - (RTX FLJ _ _ EA P � � b on] y and are. subject to revision upon receipt of soils tests. 1IV5rALL 6° GATE VALVE,(RT.XFL.) -_ .3 EA 34 0 4. Curb data refers to the face of curb. 35 INSTALL GLOW -OFF PER C.M.C.W.D. STD: DWII 5. Parkway trees will be planted in accordance with the requirements of the 36 - INSTALL FIRE HYDRANT PER CMC.W.O 2 EA . STD. DWG.S_ 1 2 EA TYP /CAL SECT /OA/ ( R/!/.4TE STREE7) City of Costa Mesa Park Superintendent. - -" t - -- 37 IN,gTALL 8 "TAPPING SLEEVE 4ND VALVE / P 6. Ali work shall be p&formed in accordance with the Standard Spec ices for - -- EA Public Works ConstructAion, dated January 1976. ( "Green Book ") STORM DRAIN TYP /CAL CONC. ROLLED CURB Contractor shall furnish and install all signs, lights., barricades, and /NST.4LL 24lzCP- /SL�O._____ _ DAN/ -1 04 /!/E g g 39 - -- - -- -- -soL.F 5 traffic o RES&AWACE TRENCH PER C /TY STD 80/. -_ / any other . control or warning devices, including flagmen:, as may � DA/ /t/� /1��L+�E O'4//G1/E (E LY OF DEEOEE L�f2.) GUT TE4 (GRIV4TE" STREETS] by regU iced b the Engineer. All 4 toms mentioned shall be in conformance IAISTALL !B" RCP - 20000. (BEDDING PER LACFCD STD DWG NO. 2-D177)_ - -- 91 L,F. OE /V /VI✓ �RI✓G /V.T5. with the current requirements as 'specified in The latest edition of the 41 INSTALL 27" RCP PLAN (BEDDING PER LACFCD STD.OWlJ N0, 2-0/7 3616.E - -- R F /LL ALL CELLS W/TH TOPSO /L 7b 4 04' aELOW 70P SURFACE Q UT1L17Y E5111 T 5 /O „ 2 „ PA ✓EMENT -7 2 % I Ir W.4TE� R 31¢ 'SAND �`���� Co Li ice\ METER BC /7' /i "x 23 �2 °C06lG. TU/ -7F- BLOCKS, \ IQ P.0 CONG EOG /,VG ASSOCIATED COA/Ci7ETE PWODUCTS G!/C.,�- - 13 ¢ "ACE. BASE OR EQUAL SEC T /UN A -A (PR /!/ATE STREETS SNOW /N6 COW67- ,eUCrIoAl OF TURF -BC OCf! O^/ STREETS � W /TN ROC L EO GU,PB O.V S /OE OF STREET H//TH NO S/DEWAL lC WV F /LL ALL CELLS W17,q TOPSOIL TO �i4" 6ELOW Top SURFACE W Q i cL'�i 4 �2„ , p 314 "SA NO p\ METE.O;Z� I 17�2/ x 23x2" CO,/CRBLOC/!S, U a°X ! 00NC DX1.4Z A- A SSOC /ATEO CO,VGPETE P.PODUCT9 /NG 13 OR cQUAL - 4 "AGG. BASE SECTION 0-5 (PRIVATE STREETS) -JVEit /EN? NC I DATE SNOW /A/G' COA/STQUCT/O,V OF TU,PF- BLOC/! O,(/ 7WI F,57' S 911T11 ,POE LED CURB OA/ 5710E OF 5 -T7EE7- W/TH S/OEGULIL K REVISIONS CONTRA DESCRIPTION WORK STARTED: WORK ACCEPTED: INSPECTED BY: "Construction Safety Orders ". Failure to do so will be cited under appl ic- 42 43 CON5T. C.B. N °.3 PER LACFCD STD. OWtr, A/ °. 2 -D /G3 • 4 EA. able section of the C.V.C. and corrective cost5„to tFp City -will be charged. .OUST, L.D. N °.4 PER LACFCD STD, DWG. A/Q, 2 -0415, _ _- _� _ 4 EA, ;n' t for shall obtain a permit and request inspection from City Engineering CON5T• M.H. NQ, / PER LACFCD 15T0, DWO, Ng, 2 -0102, _ _ _ Delia I :nt to he made 48 hours in advance of performing any work. Telephone: 556 -5323. t R�nsovE .ex/5T ird`A.CP- STORM- t314A /rtf - 290L. 21. All cons truction shall conform_ to the Standard S ecificati s dfithe Costa Mesa; The .bunt of asphalt binder to be mixed with the mineral aggregate shall be p p r Sanitary District. Sfations shown o *oo are sewer stafions on! d tvetght. he exact amount will be determined e. Cthe City Engineer. 22. Manhole shall be brick or recast concrete as manufactured b Associated Concrete Products Inc." `.allGic; of the proposed ?r�regate shall be sl..bmitted to the City Engineer for P y testing in order that t;,2 percent binder may be determined four (4) days in .'or approved equal. - 5.° S'O advance of construe *' :. 23;., Sewer manhole frame and cover shall be Alhambra Foundry A -1270 or approved equal. 2 Clay pipe ,joints shall be mechanical compression ,Joints. Mechanical compression joints shall be S /�EWALF! .9 REA 10. The City of Costa Mesa ,.iii pay for t•.0 initial soil and materials tests. Any I s; sr::Illent soil and materials tests deemed necessarv, due to the failure of the Portland cement mortar rout be approved equal. In no case will jointing material using neat 1 l tests, hill be at the contractor's expense. Portland cement mortar or grout be permitted. ' Z„ tr' t - . - _ - _ 25. Contractor shall request inspection from the office of the Sa�titary District Engineer 24 hours -11. 'here drivewa depressions are constructed, the drivewa approaches shall be p b} 2eo_ V,I Y p Y pP f prior to commencement of work: Telephone: (714) 556 -5400. constructed to property line per City of Costa Mesa standard plans. Location, 26. Permits required shall be obtained from the Street Department; 77 Fair Drive, Costa Mesa. be approved b the Cit En sneer. y and width are to y y g 27, Id k, not done In the presence of the Sanitary inspector i sub' ct to rejecii n. 1 �_pp�� c � 12. All underground work shall be complete prior to any surface work 111 the public c�8:`W�ieF and ;ns to be installed accoNXing �o "•tfie T9�Sian�ar7sancT �pecificatians of the gOSta M__ richt of way. County Water District. 13. Street lights to be installed per City of Costa Mesa Standard Own. No. 701. 29. toptractor to have on job -site copy of 1974 Standard Specs at all' times. � /2 CONST. 6 " PC. C. OR //E4VAyAPROU he final locations subject to City Engineer's approval. 30. Contractor t© notify Costa Mesa County Water District 48,hours• prior to construction. (Phone: To Ps70PERTY L /�c/E 14. Street name signs to be installed back of curb or on bracket mounted on ,714/631 -1200 or. 714%n55- 5398; street light pole, per City of Costa Mesa Standard Dwg. ^lo. 606. 31.- All Plan-Check, T,S7".tior a,d Engineering'De;Posits will be made prior to signature of General SECT /ON T/ -IPIl OR/1/EWAY A,�,40iV 15. Stamp 'IS" on Curb at all sewer lateral locations. ,Manager. /2 16. Any City benchmark; monument, or ties that are destroyed or disturbed duririn 32. A 8o-nd will be posted at the completion of ) roject for 107 of actual cost and*will be held'for -one SCALE /2 "= A0' construction shall be replaced. Any change in location or elevations shall ,year: SNOWIA/G CO,VSTRUCT /ON OF OR/IiENVAY APRO.c/ ,':;e- reported to the City Engineer by a licensed surveyor on 81zxll loose leaf 33.. Requ;red separation between sanitary sewer and water mains will be 10' HORIZONTAL, 3` VERTICAL. ON STREETS' W /TN ROLLEU e4_IR,3 ('PAP /VLATE' ST - EET.5) paper (one side.only) showing location and ties, or level run. 34. 'Service laterals shall be set to grade by contractor prior to the installation of water meters 17. Protect all existing utilities in place. ,and boxes. 'Install backflow device as r i8. Pipe bedding in trenches shall be per L.A.C.F.C.D. Standard Drawing 20 177, Case III. 35 per Costa Mesa County Water District Resolution #80. 19. All catch basins shall have horizontal protection bars ner L.A.C.F.C.D. .Standard 36 All water mains shail have 3'611 minimum cover to finish grade. Drawing. 2D 175. 37. ,jlaise A11 existing gate valves to grade. COSTA ME5A SANITARY D 15TR /CT 20. All stone drain manholes shall be left below subgra:;e. The contractor shall raise 38. A 15' easement wil'i be granted to C.M.W.b. for all non dedicated streets for maintenance our - the manhole frames and covers to finished grade and make necessary repairs to the poses of water mains and fire hydrants. pavement. 39. 6" V.C.P. house connections shall be constructed from the sewer main to the property line for APPROVED ESY: each lot. C� 40. The developer shall furnish the sewer contractor with a plot plan indicating the recommended DATE: //' -447 \ �` location of the house connection for each lot prior to sewer main construction. ,� LLL.�� ---- -- 41i. Ag1 veer house connections shall be laced prior to surfacing of streets. O ALD E. STEI/ENS D /STR /CT EN4/NEER placed g 42 All "yqw manhole frames and covers shall be left 6" below finish grade. 43 The "sewer contractor shall raise the manhole frame and cover to finish grade after street su cin is coin leted. COSTA MESA COUNTY WATER D /STRICT UNDERGROUND STRUCTURES CO19G5 PLACENT/�IA AVE. Contractor agrees that he shall assume sole and complete responsibility for job �) } �) 1 STA MESA CA. ALL HOE SHOWN UTILITIES OR STRUCTURES REPORTED SY THE OWNER OR OTHERS - MYIYIF -IT iQ, WL� site conditions during the course of construction of this Protect, including safety of all AND THOSE EHDWN DM THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE - � M`rJE/{iA F J.JLd_4 II4II{WWI��.��, LOCATION AND EXTENT THE OWNER ■Y ACCEPTING THESE PLANE OR PROCEEDING WITH PROFESSIONAL ENVIRONMENTAL ENGINEERS 6 PLANNERS persons and property; that this requirement shall apply continuously and not be lim- IMPROVEMENT[ PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UMDER. ited to normal working hours; and that the Contractor shall defend, indemnify and SIGNED HARM' _ESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND PO BOX 2390 1401 QUAIL STREET NEWPORT BEACH CALIFORNIA 02663 hold the Owner and the Engineer harmless from am and ail liability, real or alleged, ?� UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDESS IGNEO. NOT INDICATED ON rME PUBLIC RECORDS EXAMINED LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN 17141 833-0070 In connection III, ith the performance of work on this Project, excepting for liability OR RECORDS EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY LAL_ X �� �h . Ga 1 5.! _ DAT&A;l 1817 7 arising from the sole negligence of the Owner or the Engineer, oq STRUCTURESRFOUND AT THE SITE !ITT OR SMALL BEUTHE CON RACTOR'* RESPONSIBILITY UTILITIES ED SCNNADEL GENERAL WAA1AC1ER �n'• NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING • WORK ROBERT W BEIN R. C. E. 12759 REFERENCES DESIGNED BY: S W 1yT F DATE CHECKED BY N D DATE !STREET, SEWER, WATER, AND STORM DR.4 /N PLANS FOR SNEET- FIELD BOOK PAGE BENCH MARK N0./58 REFERENCE PLANS DRAWN BY, 8. T B. T. CHECKED BY: D M ELEVATION 32.02 NOTE TO CONTRACTOR, SEE SHT. RECOMMENDED BY: RIGHT OF WAY ACQUIRED: T%/�') DESCRIPTION CITYOF CoSrA MESA STANDARD DRAWING' NO 3o), 302 303 401 •1o2, / � ♦ A % '•' C / N 96066 OF G SHEETS :!SENCN M4KKCA//SELEO "0 " IN 4o3, 40<o,407 503, X01,Ca03,1So6,701; - -- - __... ___._ I�14/77 101 TRACT MAP _ - -_ - -� - - -- - -- _ -- - -- - - -_ -- -- -_- - - - - - "- ASST. GI7Y ENCrfNEEQ' RIGHT OF WAY AGENT TITLE TL E SHEET PLAN EAST EDGE of CONC. 15457E OP LACFCD STD. DWG. Z -0/02 2 -D /&3, 2 -04/5, - -- - -- - .- - - - ---' ----- APPROVED __ APPROVED BY: FLACK Pot6 Se*eK5 -Rto,N Z-Q177; NUMBER -- - - - - -- - - - - - -- COSTA MESA - I',of FgI,PV;EN/ l�z��� CITY O F C 77- 30. DATE VF_,NOA'TNOFCEISLERAVE, CITY ENGINEER - DEPARTMENT OF ENGINEERING SERVICES MORRIS i :F '012941011 M F!WiYAI *b 91 =410j.'7 WMLYAl 3bVA 01 =O[OW"7 WMIM ab