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S-77-2.1-2.6._. . .. _ .. -° __ _.._ _,..,.....__. .. ._ - ,. <: .. ..� ... _. _., ..,_ ._ ,. ._... .. � _, -. ., ., ^. as ar - 'rtc..+. r:. ,. F ..,., _ .. ,...... IE.:.:c '# -<.. - ., ... ... G....... .�. - , .. ah. • ., _ ...... ., ._ _, sin*•* , y,w., kr o. __ .'. , y. 9 37 56 I S5 11 Al. 53 CHECKED BY:. ES'TREc1 SENT --T. "A4TERE.4ND JZORN OKA /N PLANS FOR ___ D-- CONST. S/OEWALK PER C/TY STD. 40// 402 � 403 13,840 S.F. - E ELEVATION: 32.02 N I�p N� L1t lP 1A /VATE 11G DESCRIPTION: / ` ` CONSTRUCTION NOTES £ST /MATED UANT /TIES 1! CONST 6 "P,^. C. OR/VEWAY APPROACH W /DEPRESSEO CURB PER 1,235 &F. BENCH MArK CHISELED "De 1N 4 _ _ T 24 WORK ACCEPTED: - C /TY STD. 303 � 503. EAST EDGE OF CONC. P34SE OP L LACFCO -STD. DWG. 2 -D /o2, Q-D/63, 2 -04/5, A NOTE NO. ITEM TO 8E CONSTRUCTED OR INSTALLED QUANT /Ty Purl INDEX MAP 12 CONST. 6 "P. L'.C. DRIVEWAY APPROACH PER DETA /L ON SHT. /. o TREE T S r - -- DYER �' AB. IV M. C. 7 PRIME C AT 0 R O 4,5,6/9 SF /3 CONST. TURF - BLOCK PER OET.4 /L ON S117.71. /2, 5107 S.F. suNFL owE/P N -T,S. " I 1A CONST S" A.C. OVER a A.B. {'Y /M. C. 70 PR /ME L?7AT _ 32, 298 $. F _ _ 2 — CONST. PAR /ABLE THICKNESS A. 0. OVERLAY 1,950 S -F ti� 1 F /6 17 18 19 20 21 _ -_ O— CONST. TYPE C -8 CURB GUTTER PER C/TY STD. 302. 142 L.F SH 11g c N° _ jt 6 aj2 _ 44 — CONST. TYPE C -6 CURB ¢` GUTTER PER C/TY STD. 302. — /,927 Z. F. - Q R Q 5a— CONST, ROLLED CURB � GUTTER PER DETA /L ON S/!T. /, 2,408 L.F. 6 — CONST. TRANS IT/ON FROM TYPE C -8 TO TYPE C -6 CURB GUTTER. 47 L.F. Q I. 4C -A cP ® O7 -CONST 7t DA T O Q W J PROJECT h o zs" 25' Q , o F.. 13 3.f a "vc -a 14 CONST. l0 WIDE CONC. E,0G /NO PER DETA /L ON SHT. /. /,220 S.,- 15 CONST, STREET BARRICADE PER C/TY STD. 60/ /00 LF t� ay.6 _ /6 CONST. FYPE A -6 CURB PER CITY STD. 30/,- 9 9 S)QUdAS av ^ 14 Cate S EE N- 5 26 - -- f 376 EA. !7 - - - -- INSTALL „TREET L1GF1T PER CITY STD. DWG. 70/. (7,000 L M.V=j /9 EA. I14 11!�J 11C93 18 INSTALL STREET NAME S /6N PER C/TY STD. 606. 7 EA. v 27 - -- l9 INSTALL SURVEY MONUMENT PER CITY STD• 603. 5 CA. \ P �''Yp /CAL SECT /ON , - � o - _ l3 w � � ' tit �t►�- 108 t (p '' 7 38 3.4 40 4 I DEBRA d.4/!iE Q i l� (lac PR /VA EJ #a 28 - -- 3 0 9p Q J� 3'fey y Q e �' fV /S 8 "rcP OR/ E �!� 20 SEWER BRY. C. P. SEWER MAIN 2,433 LF OEEOEE ,DRIV,6 1.4 oa W+ o�� l2 c,• ° OAN/ELLE al /!iE (l4/L>' FROM DEEDEE �/�� ti W a.y 9 — - -- - 2.9 __- 2/ CONST. 8 "CLASS /50 OR HEAV IER CZP, W /NOT D/P BITUMINOUS AND cOasr H 27 "K v _ SHEE N -_ 4 APPROVED MECHANICAL f0 /NTS SEWER MAIN i/LENGTH AS SNOWNl I/ l 1( (21 7 Ili ll CENTEREO UNDER WATER MA /N. 80 Lf SAN O /EGO Fl7BEWAy aE. 30 SAL /HAS 22 CONST. 6 "V C.P. SEWER LATERA/ _. —__. 3�as 36 3 34 33 3 3 _ _ — Cog/ [.F 3�fD D BR . D I VE M.H #1 �dd+5 GD' _AYE. O —CONST B l!C.P• SEWER LATERAL WITH /O L F• 6 "C. I R CENTERED ON 84.7 L,F- -- F1A /N. 1 INCLUDES 280 L F. 6 C.I.P. /0 My. #2 _ -- - l �_ 24 _ CONS. 48 "/.d. SEWER MANHOLE /2 EA. VIC11Vi r r "A� "A C P. as' �� ZS TO/N EX /ST. SEWER MANHOLE.E ADJU57 RIM TO GRADE, / EA. G s. I t NOT TO .SCALE 7 I 26 STUB Y PLUG 8 Y. C. P. 2 EA. 25' 20' - /133 1 /�f //3 I /a/ SHEE / /i8 Nd/o 2 110 //o / CLAPa OA TA Es r. C. EcEVAriovs 9 8 7 8 5 4 3 2 A. EFEQENCE PO /NT' I I I I GU ERAL NOTES,. I WA TER 5 lA S /� 6/4 1. All work- other than storm drain work, shall conform to the City of Costa Mesa 5— INSTALL 02'WXTER SEKV /CE PER C.M.CWO. STD. DWG. 2(7YPE G ") / EA, „?% ei °cp PAVEMENT .Standards and shall meet the approval of the City Engineer. All storm drain work 30 CONST. g A.C.P, WATER MA /N PER C.M.C.WD. eEgv /REMENTS.(CL. /SOJ / /48 L.F. v.. .... -�i .. ,. + shall conform E the .A. C. F. C. D. sfan and plans and meet the approval of the City. 6 "A P ONST. C. P. WATER MA /N PER C. Al. C. Dl!Q REQU/REMENTS.(CG./SOJ /, 326 L.F b Engtn6er. D D / ° -2. All street stationing rLifers to the center line of t treet. B) 3/ C 3. Paying and base section listed in theequantit estim to re for-biddin purposes VE.� FLY) EIS : 32 33 NSTAT LWABE GATE VAL 55 4 9 /3 /3 14 0 y . Ili , g Y+ g VV O ST W6 (7Y E P b only and are, subject to revision upon receipt of soils tests. INSTALL 6 GATE VALVE.(RT.XFL.) — ___ _ -___ 3 EA a refers t face f curb. - , y 4. Curb dat e to he o c 34 35 INSTALL BLOW OFF PER C M.QW D STD' DWG•'►7 2. EA v d 5. Parkway trees will be planted in accordance with the requirements of the STD DWG 36 INSTALL FIRE HYDRANT PER C. M. C. W.O. _ City of Costa Mesa Park Superintendent. 37 INSTALL BPTAPP/NG SLEEVE dND VALVE._ EA TYP /CAL SECT /ON rflMIATE STREET) S 6. All work shall be pArformed in accordance with the Standard Specifi�icns for STORM DRAIN � Public Works Construct,Aon, dated January 1976. ( "Green Book ") 38 INSTALL 2�RCP- /SGOD. ANA OR�I/E TYPICAL COAC• ROLLED CURB p. Contractor shall furnish and install all signs, lights., barricades, and + 39 50LX 5 any other traffic control or warning devices, including flagmen, as may RESUKFAL'E TRENCH PER CITY STD 1601, 29BL.E ,DAA ELLE'O.L? /YE C&2 OFQEEDEE iOR F/ GUTTEQ �GR /Y<iTE STREETS} by required b the Engineer. All items mentioned shall be in conformance . 1N5MLL !B RCP- 2oL�L�D. (BEDDING PERLACFCD STD DWG, N0.2 -0177) - 91 L.F. ,(�E/1/Il/ /S OiQ /1/E N.T.S. with the current requirements as specified in The latest edition of the 41 INSTALL 27 " RCP I'D" PER PLAN (BEDDING PER ILA STD.OWG. N0,2D/77) -_ 3bbL.F. "Construction Safety Orders ". Failure to do so will be cited under applic- 42 CONST C"6. N4,3 PER LACFCO b'TD. DW�r_ N °.2 -DiG3. 4 EA, �. able section of the C.V.C. and corrective cost5„to t4 •City'will be charged. ,W __ CONST. L.D. N °• 4 PER LACFCD STD. DWG. Ng. 2- D415. 4 EA, 0. ':or:, rtctor shall obtain a permit and request inspection from City Engineering 43 COAST. M.H. NQ. /PER L4CFC0 STD, DW4. Ns. 2 -D /o2, 1 E+4 Depa: s:�r,t to be made 48 hours in advance of performing any work. Telephone: 556 -5323. »- `:'l' '� REWIV_'Ex /5T 1td/tCP °FITORM°-P AMf 290G FILL ALL CELLS WITH Ina solj 7D ?. The amount of asphalt binder to be mixed with the mineral aggregate shall be 21r A71 se r construction small conform to. the Standard Specificatl POs df .'the Costa Mesa %4 "GELoW 72Z- SUr,A4CE 5,5T dry weight. The exact amount will be determined by}the City Engineer. 2 Sanitary District. Stations shown a�oo o,•& selwer sfPfianS only. !1+ - — /3'O , Same +es of the proposed aggregate shall be-submitted to the City Engineer for 2• Manhole shall be brick or precast concrete as.manufaetured'by Associated Concrete'Produe' Inc.f \ testing In order that t:-P- percent binder may be determined four 4 n Or approved equal. T o ed ( }days in 23,I.,Sewer manhole frame and cover shall be Alhambra Foundry A -1270 or approved equal. U7iL /7Y ESMT -- -e'° S•O" -� advance of construct-. <.. /7�2" /7�Z" \ ?3 r[" /2' S/oEOVaLK 4PE�+ 10. The City of Costa Mesa Aili pay for t".e initial soil and materials tests. Any A. Clay pipe joints shall be mechanical compression joints. Mechanical, compression joints shall be I i sU;Lsc:,luent soil and materials tests deemed necessary, due to the failure of the Wedge- lock,Speed Seal, Mainline, or approved equal. In no case will .jointing material using neat 5 /o„ Z„ /, ^ -- , portl and cement mortar or grout be permitted. - J / Z" 1nit.i.l tests, will be at the contractor's expense; _ 25. Contractor shall request inspection from th ' PAVEMEVr V 2% I 5 !''here driveway depressions are constructed, the driveway approaches shal'I be q p e office of the Sanitary District Engineer 24 hours - - L 2 °�° b constructed to property line per City of Costa Mesa standard fans. 'Location, r prior to commencement of work. Telephone: (714) 556 -5400. p y p 26,'`Permits required shall be obtained from the Street Department; 77 Fair Drive, Costa Mesa. 1 y? and width are to be approved by the City Engineer. 7r W knot done in the resenc_P,of the Santary District ins - .� , - Pector is sub' ct to reject n, i t _ _ - - 12. All underground work shall be complete prior to any surface work to the public ek mA "ins to b'2'ifls`alledaccowdingTo tie fi5 °SEdndar3s anpect�catibns of the Qosta'Mes2• 9 „ v tea( a t � I I � i I/i/fiTE�Q �, p. � right Of WdJ. a;County Water D ?strict. /4 SANp I ME7FR BOX _ per City of Costa Mesa Standard Dwg, tlo. 701. 29. `Gti tractor to .have on job-site cop of 1974 Standard Secs at a'll times: ° • U LJ 13. Street light to be installed p j y 4 p /7 %z "x23 % "Co< /C. ruRP- BLOCKS, /4 RC.COA/C.EOG /V� _ - /2 GDt/ST. 6 "P.GC, OA?IVE Ay 9P4DL/ The final locations subject to City Engineer's approval. A 30. , CDntractor to not?fy Costa Mesa County Water District 48-hours-prior ° to construc • ASSOC /ATEOCONC,PfTEP.Q000CTS /L/G, /3 _ ro PQOPEx4TY G /NE - 14. Street name signs to be installed back'of curb or on bracket - mounted on ,714/631 -1200 or-714/S56-5398) ' teen. (Phone. oP EquaL 4 °AGG. BASE street light pole, per City of Costa Mesa Standard DWg. No. 606, 31. All Plan Check, insoe iol:, and Engineering ' Deposits will be made prior to signature of General R' SECT/0rA/ 71-IRU OPIVE�I/Ay A/ORO� 15. Stamp "S" on curb at all sewer lateral locations. Manager:' ° " P g s SECT /UN A- A (PR /!/SITE STREETS) 16. Any City benchmark, monument, or ties that are destroyed or disturbed durinq 32, A Bond will. be posted at the completion of project for 10% of actual cost andwrill be held'for n construction sha'11 be replaced. Any change in location or 'elevations shall yyear. scaLE iz " = / =o" sslowiVG C°A/STRUCriDNOFOPiVEwAY APROC/ 'be reported to the City Engineer by a licensed surveyor on 8ixll loose leaf 33..iRequired separation between sanitary sewer and water mains i O SHOW /A/GCO,dSTRUCT /O.t/OF T(JRF- BLOCk' ON STREETS O,V sT'PEETS wiTN F70cLE0 G'U,P.b (PQ /[SATE ST,PEET,S) w 11 be 10 HORIZONTAL, 3- VERTICAL. wiTVAncLEOCUPeovsioEOFsraEErwirNNOSmEwa La paper (one side on showing rotation and ties, or level run. 34. (Service laterals shall be set to grade by contractor prior to the installation Qf•water'meters ^1LL ALL CELLS WIrAI MAPS0 /L 7n 17= Protect_ all existing utilities.in_place. _ _ and - boxes., l8. Pipe bedding in trenches shall be per L.A.C.F.C.D. Standard Drawing 2D 177, Case III. -35., tall backflow device as per Costa Mesa County Water District Re'soluticut #81�. /i4e�ELOw raPSURFACE /3 _o protection 36.IIAll water mains shall have 3'6 "minimum cover to finish grade. 19. All catch basins shall have horizontal rotec..ion bars per L.A.C.F.C.D._Standard B _o„ Drawing, 2D 175. aise All 'existing gate valves to grade. COSTA ME5A S,4N/TARY D /STR /CT 20. All storm drain manholes shall.be left below subgrade. The contractor shall raise 38., A 15 easement wil`i be granted to C.M.W.b. for all non dedicated streets for maintenance pur -` Z3r=„ 23r,.' 17i' J the manhole frames and covers to finished grade and make necessary repairs to the poses of,water mains and fire hydrants. pavement. 139 ? 6" V.C.P. house connections shall be 'constructed from the sewer main to the property line for 2" APPROVED BY: ",.each lot. 4 / 41? The developer shall furnish the sewer contractor with a plot plan indicating the recommended ' PAI/Eh/ENi J _ _ _ _ _ � A DATE; /1 -4 " / location of the house connection for each lot prior, to Sewer main construction. .:. \-,,/ LLL��.. --- -- � Pi k;' Aq I- rtewr -house connections shat l be placed prior to surfacing of streets. _ " D ALL E, STEVEN5, DISTRICT EN 71NEER 42.<`A11_*wgr manhole frames and covers shall be left 6" below finish grade. iWM7 i j 5 �( %9 E/�/% 43, the sewer contractor shall raise the manhole frame and cover to finish grade after ,•street su cin is com feted. A5/ /4 SAND �u 50X !,-1. 9 RG,CONG S/DEH/ALK COSTA MESA COUNTY WATER D /STRICT UNDERGROUND STRUCTURES ' 23%" GONC TURF- BLOCKS, /965 PLACE/V^Tt /A AVE. /• �p / �� /� � ':ASSOC/ATEO.CONCRETE P.Q000GTs /NG. 13 COSTA MESA., CA. _ Contractor agrees that he shall assume sole and complete re"nsibility for job ALL UNDERGROUND UTILITIES OR STRUCTURES REPDRT[D .Y THE OWNER OR OTMENS +- �f�1���E�E �/�/��V� /J[L OAP EquAC. ' 4 °AGG. BASE _ site conditions during the course of construction of this Project, including safety of all AND ,HOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE �1,2 ! AI�llA4Aj, t l{/Ol[ 6& 6t ss _ LOCATION AND EXTENT THE OWNER Ev ACCEPTING THESE PLANS ow PROCE[pING WITH persons and property; that this requirement PROFESSIONAL ENVIRONMENTAL ENGINEERS ♦ PLANNERS /shall apply continuously and not be lim- IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD uND[w. SEC r /ON 3-3 �PRI VATE 5TASC- M lied to normal working hours; and that the Contractor shall defend, indemnify and _ SIG »ED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND P O /OX 2590 • 1401 QUAIL STREET NEWPORT BEACH, CALIFORNIA 92663 hold the Owner and the Engineer harmless from any and all liability, real or alleged, = UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE 17141 533 -0070 PUBLIC RECORDS EXAMINED LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN SCALE /2 "= / = °' / / - /p�( rS in connection with the performance of stork on this Project, excepting for liability OR RECORDS EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY / /(,CCf'l�t. 1tI �E't ,/ ,) - MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES SNOW /UG GOA/STF7UGT/OV OF TURF - BLOC/! Dl/ ST!?EETS ///���www ^ DATE�k:�L$� 77 arising from the sole negligence of the Owner or the Engineer. OR STRUCTURES FOUND AT THE SITE IT SMALL B[ T»[ CONTRACTOR'S RESPONSIBILITY TO o A !fV /T!, ROLLED CU,PB OA( S/DE OF ST,PEET W /TN S/OEK/gL!! ED SCHNABEL F E�L MANAyER NOTIFY t»E OWN[It5 OI TH[ UTILITIES OR STRUCTURES CONCERNED ESPON BILITYIMO e D T WORK tri./nAAO A E.' ID -/9 -77 R G \ ' C' O I C CONTRACTOR DATE DATE ROBERT W REIN R. C. E. /2759 n C C C n C N C C C DESIGNED BY: S. ic. CHECKED Y: E ._T J SH ( 1117 VAT 23 y. 9 37 56 I S5 11 Al. 53 CHECKED BY:. ES'TREc1 SENT --T. "A4TERE.4ND JZORN OKA /N PLANS FOR ___ D-- CONST. S/OEWALK PER C/TY STD. 40// 402 � 403 13,840 S.F. - E ELEVATION: 32.02 N I�p N� L1t lP 1A /VATE 11G DESCRIPTION: / ` ` 1! CONST 6 "P,^. C. OR/VEWAY APPROACH W /DEPRESSEO CURB PER 1,235 &F. o F.. 13 3.f a "vc -a 14 CONST. l0 WIDE CONC. E,0G /NO PER DETA /L ON SHT. /. /,220 S.,- 15 CONST, STREET BARRICADE PER C/TY STD. 60/ /00 LF t� ay.6 _ /6 CONST. FYPE A -6 CURB PER CITY STD. 30/,- 9 9 S)QUdAS av ^ 14 Cate S EE N- 5 26 - -- f 376 EA. !7 - - - -- INSTALL „TREET L1GF1T PER CITY STD. DWG. 70/. (7,000 L M.V=j /9 EA. I14 11!�J 11C93 18 INSTALL STREET NAME S /6N PER C/TY STD. 606. 7 EA. v 27 - -- l9 INSTALL SURVEY MONUMENT PER CITY STD• 603. 5 CA. \ P �''Yp /CAL SECT /ON , - � o - _ l3 w � � ' tit �t►�- 108 t (p '' 7 38 3.4 40 4 I DEBRA d.4/!iE Q i l� (lac PR /VA EJ #a 28 - -- 3 0 9p Q J� 3'fey y Q e �' fV /S 8 "rcP OR/ E �!� 20 SEWER BRY. C. P. SEWER MAIN 2,433 LF OEEOEE ,DRIV,6 1.4 oa W+ o�� l2 c,• ° OAN/ELLE al /!iE (l4/L>' FROM DEEDEE �/�� ti W a.y 9 — - -- - 2.9 __- 2/ CONST. 8 "CLASS /50 OR HEAV IER CZP, W /NOT D/P BITUMINOUS AND cOasr H 27 "K v _ SHEE N -_ 4 APPROVED MECHANICAL f0 /NTS SEWER MAIN i/LENGTH AS SNOWNl I/ l 1( (21 7 Ili ll CENTEREO UNDER WATER MA /N. 80 Lf SAN O /EGO Fl7BEWAy aE. 30 SAL /HAS 22 CONST. 6 "V C.P. SEWER LATERA/ _. —__. 3�as 36 3 34 33 3 3 _ _ — Cog/ [.F 3�fD D BR . D I VE M.H #1 �dd+5 GD' _AYE. O —CONST B l!C.P• SEWER LATERAL WITH /O L F• 6 "C. I R CENTERED ON 84.7 L,F- -- F1A /N. 1 INCLUDES 280 L F. 6 C.I.P. /0 My. #2 _ -- - l �_ 24 _ CONS. 48 "/.d. SEWER MANHOLE /2 EA. VIC11Vi r r "A� "A C P. as' �� ZS TO/N EX /ST. SEWER MANHOLE.E ADJU57 RIM TO GRADE, / EA. G s. I t NOT TO .SCALE 7 I 26 STUB Y PLUG 8 Y. C. P. 2 EA. 25' 20' - /133 1 /�f //3 I /a/ SHEE / /i8 Nd/o 2 110 //o / CLAPa OA TA Es r. C. EcEVAriovs 9 8 7 8 5 4 3 2 A. EFEQENCE PO /NT' I I I I GU ERAL NOTES,. I WA TER 5 lA S /� 6/4 1. All work- other than storm drain work, shall conform to the City of Costa Mesa 5— INSTALL 02'WXTER SEKV /CE PER C.M.CWO. STD. DWG. 2(7YPE G ") / EA, „?% ei °cp PAVEMENT .Standards and shall meet the approval of the City Engineer. All storm drain work 30 CONST. g A.C.P, WATER MA /N PER C.M.C.WD. eEgv /REMENTS.(CL. /SOJ / /48 L.F. v.. .... -�i .. ,. + shall conform E the .A. C. F. C. D. sfan and plans and meet the approval of the City. 6 "A P ONST. C. P. WATER MA /N PER C. Al. C. Dl!Q REQU/REMENTS.(CG./SOJ /, 326 L.F b Engtn6er. D D / ° -2. All street stationing rLifers to the center line of t treet. B) 3/ C 3. Paying and base section listed in theequantit estim to re for-biddin purposes VE.� FLY) EIS : 32 33 NSTAT LWABE GATE VAL 55 4 9 /3 /3 14 0 y . Ili , g Y+ g VV O ST W6 (7Y E P b only and are, subject to revision upon receipt of soils tests. INSTALL 6 GATE VALVE.(RT.XFL.) — ___ _ -___ 3 EA a refers t face f curb. - , y 4. Curb dat e to he o c 34 35 INSTALL BLOW OFF PER C M.QW D STD' DWG•'►7 2. EA v d 5. Parkway trees will be planted in accordance with the requirements of the STD DWG 36 INSTALL FIRE HYDRANT PER C. M. C. W.O. _ City of Costa Mesa Park Superintendent. 37 INSTALL BPTAPP/NG SLEEVE dND VALVE._ EA TYP /CAL SECT /ON rflMIATE STREET) S 6. All work shall be pArformed in accordance with the Standard Specifi�icns for STORM DRAIN � Public Works Construct,Aon, dated January 1976. ( "Green Book ") 38 INSTALL 2�RCP- /SGOD. ANA OR�I/E TYPICAL COAC• ROLLED CURB p. Contractor shall furnish and install all signs, lights., barricades, and + 39 50LX 5 any other traffic control or warning devices, including flagmen, as may RESUKFAL'E TRENCH PER CITY STD 1601, 29BL.E ,DAA ELLE'O.L? /YE C&2 OFQEEDEE iOR F/ GUTTEQ �GR /Y<iTE STREETS} by required b the Engineer. All items mentioned shall be in conformance . 1N5MLL !B RCP- 2oL�L�D. (BEDDING PERLACFCD STD DWG, N0.2 -0177) - 91 L.F. ,(�E/1/Il/ /S OiQ /1/E N.T.S. with the current requirements as specified in The latest edition of the 41 INSTALL 27 " RCP I'D" PER PLAN (BEDDING PER ILA STD.OWG. N0,2D/77) -_ 3bbL.F. "Construction Safety Orders ". Failure to do so will be cited under applic- 42 CONST C"6. N4,3 PER LACFCO b'TD. DW�r_ N °.2 -DiG3. 4 EA, �. able section of the C.V.C. and corrective cost5„to t4 •City'will be charged. ,W __ CONST. L.D. N °• 4 PER LACFCD STD. DWG. Ng. 2- D415. 4 EA, 0. ':or:, rtctor shall obtain a permit and request inspection from City Engineering 43 COAST. M.H. NQ. /PER L4CFC0 STD, DW4. Ns. 2 -D /o2, 1 E+4 Depa: s:�r,t to be made 48 hours in advance of performing any work. Telephone: 556 -5323. »- `:'l' '� REWIV_'Ex /5T 1td/tCP °FITORM°-P AMf 290G FILL ALL CELLS WITH Ina solj 7D ?. The amount of asphalt binder to be mixed with the mineral aggregate shall be 21r A71 se r construction small conform to. the Standard Specificatl POs df .'the Costa Mesa %4 "GELoW 72Z- SUr,A4CE 5,5T dry weight. The exact amount will be determined by}the City Engineer. 2 Sanitary District. Stations shown a�oo o,•& selwer sfPfianS only. !1+ - — /3'O , Same +es of the proposed aggregate shall be-submitted to the City Engineer for 2• Manhole shall be brick or precast concrete as.manufaetured'by Associated Concrete'Produe' Inc.f \ testing In order that t:-P- percent binder may be determined four 4 n Or approved equal. T o ed ( }days in 23,I.,Sewer manhole frame and cover shall be Alhambra Foundry A -1270 or approved equal. U7iL /7Y ESMT -- -e'° S•O" -� advance of construct-. <.. /7�2" /7�Z" \ ?3 r[" /2' S/oEOVaLK 4PE�+ 10. The City of Costa Mesa Aili pay for t".e initial soil and materials tests. Any A. Clay pipe joints shall be mechanical compression joints. Mechanical, compression joints shall be I i sU;Lsc:,luent soil and materials tests deemed necessary, due to the failure of the Wedge- lock,Speed Seal, Mainline, or approved equal. In no case will .jointing material using neat 5 /o„ Z„ /, ^ -- , portl and cement mortar or grout be permitted. - J / Z" 1nit.i.l tests, will be at the contractor's expense; _ 25. Contractor shall request inspection from th ' PAVEMEVr V 2% I 5 !''here driveway depressions are constructed, the driveway approaches shal'I be q p e office of the Sanitary District Engineer 24 hours - - L 2 °�° b constructed to property line per City of Costa Mesa standard fans. 'Location, r prior to commencement of work. Telephone: (714) 556 -5400. p y p 26,'`Permits required shall be obtained from the Street Department; 77 Fair Drive, Costa Mesa. 1 y? and width are to be approved by the City Engineer. 7r W knot done in the resenc_P,of the Santary District ins - .� , - Pector is sub' ct to reject n, i t _ _ - - 12. All underground work shall be complete prior to any surface work to the public ek mA "ins to b'2'ifls`alledaccowdingTo tie fi5 °SEdndar3s anpect�catibns of the Qosta'Mes2• 9 „ v tea( a t � I I � i I/i/fiTE�Q �, p. � right Of WdJ. a;County Water D ?strict. /4 SANp I ME7FR BOX _ per City of Costa Mesa Standard Dwg, tlo. 701. 29. `Gti tractor to .have on job-site cop of 1974 Standard Secs at a'll times: ° • U LJ 13. Street light to be installed p j y 4 p /7 %z "x23 % "Co< /C. ruRP- BLOCKS, /4 RC.COA/C.EOG /V� _ - /2 GDt/ST. 6 "P.GC, OA?IVE Ay 9P4DL/ The final locations subject to City Engineer's approval. A 30. , CDntractor to not?fy Costa Mesa County Water District 48-hours-prior ° to construc • ASSOC /ATEOCONC,PfTEP.Q000CTS /L/G, /3 _ ro PQOPEx4TY G /NE - 14. Street name signs to be installed back'of curb or on bracket - mounted on ,714/631 -1200 or-714/S56-5398) ' teen. (Phone. oP EquaL 4 °AGG. BASE street light pole, per City of Costa Mesa Standard DWg. No. 606, 31. All Plan Check, insoe iol:, and Engineering ' Deposits will be made prior to signature of General R' SECT/0rA/ 71-IRU OPIVE�I/Ay A/ORO� 15. Stamp "S" on curb at all sewer lateral locations. Manager:' ° " P g s SECT /UN A- A (PR /!/SITE STREETS) 16. Any City benchmark, monument, or ties that are destroyed or disturbed durinq 32, A Bond will. be posted at the completion of project for 10% of actual cost andwrill be held'for n construction sha'11 be replaced. Any change in location or 'elevations shall yyear. scaLE iz " = / =o" sslowiVG C°A/STRUCriDNOFOPiVEwAY APROC/ 'be reported to the City Engineer by a licensed surveyor on 8ixll loose leaf 33..iRequired separation between sanitary sewer and water mains i O SHOW /A/GCO,dSTRUCT /O.t/OF T(JRF- BLOCk' ON STREETS O,V sT'PEETS wiTN F70cLE0 G'U,P.b (PQ /[SATE ST,PEET,S) w 11 be 10 HORIZONTAL, 3- VERTICAL. wiTVAncLEOCUPeovsioEOFsraEErwirNNOSmEwa La paper (one side on showing rotation and ties, or level run. 34. (Service laterals shall be set to grade by contractor prior to the installation Qf•water'meters ^1LL ALL CELLS WIrAI MAPS0 /L 7n 17= Protect_ all existing utilities.in_place. _ _ and - boxes., l8. Pipe bedding in trenches shall be per L.A.C.F.C.D. Standard Drawing 2D 177, Case III. -35., tall backflow device as per Costa Mesa County Water District Re'soluticut #81�. /i4e�ELOw raPSURFACE /3 _o protection 36.IIAll water mains shall have 3'6 "minimum cover to finish grade. 19. All catch basins shall have horizontal rotec..ion bars per L.A.C.F.C.D._Standard B _o„ Drawing, 2D 175. aise All 'existing gate valves to grade. COSTA ME5A S,4N/TARY D /STR /CT 20. All storm drain manholes shall.be left below subgrade. The contractor shall raise 38., A 15 easement wil`i be granted to C.M.W.b. for all non dedicated streets for maintenance pur -` Z3r=„ 23r,.' 17i' J the manhole frames and covers to finished grade and make necessary repairs to the poses of,water mains and fire hydrants. pavement. 139 ? 6" V.C.P. house connections shall be 'constructed from the sewer main to the property line for 2" APPROVED BY: ",.each lot. 4 / 41? The developer shall furnish the sewer contractor with a plot plan indicating the recommended ' PAI/Eh/ENi J _ _ _ _ _ � A DATE; /1 -4 " / location of the house connection for each lot prior, to Sewer main construction. .:. \-,,/ LLL��.. --- -- � Pi k;' Aq I- rtewr -house connections shat l be placed prior to surfacing of streets. _ " D ALL E, STEVEN5, DISTRICT EN 71NEER 42.<`A11_*wgr manhole frames and covers shall be left 6" below finish grade. iWM7 i j 5 �( %9 E/�/% 43, the sewer contractor shall raise the manhole frame and cover to finish grade after ,•street su cin is com feted. A5/ /4 SAND �u 50X !,-1. 9 RG,CONG S/DEH/ALK COSTA MESA COUNTY WATER D /STRICT UNDERGROUND STRUCTURES ' 23%" GONC TURF- BLOCKS, /965 PLACE/V^Tt /A AVE. /• �p / �� /� � ':ASSOC/ATEO.CONCRETE P.Q000GTs /NG. 13 COSTA MESA., CA. _ Contractor agrees that he shall assume sole and complete re"nsibility for job ALL UNDERGROUND UTILITIES OR STRUCTURES REPDRT[D .Y THE OWNER OR OTMENS +- �f�1���E�E �/�/��V� /J[L OAP EquAC. ' 4 °AGG. BASE _ site conditions during the course of construction of this Project, including safety of all AND ,HOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE �1,2 ! AI�llA4Aj, t l{/Ol[ 6& 6t ss _ LOCATION AND EXTENT THE OWNER Ev ACCEPTING THESE PLANS ow PROCE[pING WITH persons and property; that this requirement PROFESSIONAL ENVIRONMENTAL ENGINEERS ♦ PLANNERS /shall apply continuously and not be lim- IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD uND[w. SEC r /ON 3-3 �PRI VATE 5TASC- M lied to normal working hours; and that the Contractor shall defend, indemnify and _ SIG »ED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND P O /OX 2590 • 1401 QUAIL STREET NEWPORT BEACH, CALIFORNIA 92663 hold the Owner and the Engineer harmless from any and all liability, real or alleged, = UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE 17141 533 -0070 PUBLIC RECORDS EXAMINED LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN SCALE /2 "= / = °' / / - /p�( rS in connection with the performance of stork on this Project, excepting for liability OR RECORDS EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY / /(,CCf'l�t. 1tI �E't ,/ ,) - MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES SNOW /UG GOA/STF7UGT/OV OF TURF - BLOC/! Dl/ ST!?EETS ///���www ^ DATE�k:�L$� 77 arising from the sole negligence of the Owner or the Engineer. OR STRUCTURES FOUND AT THE SITE IT SMALL B[ T»[ CONTRACTOR'S RESPONSIBILITY TO o A !fV /T!, ROLLED CU,PB OA( S/DE OF ST,PEET W /TN S/OEK/gL!! ED SCHNABEL F E�L MANAyER NOTIFY t»E OWN[It5 OI TH[ UTILITIES OR STRUCTURES CONCERNED ESPON BILITYIMO e D T WORK tri./nAAO A E.' ID -/9 -77 R G \ ' C' O I C CONTRACTOR DATE DATE ROBERT W REIN R. C. E. /2759 n C C C n C N C C C DESIGNED BY: S. ic. CHECKED Y: E ._T J SH - DESCRIPTION - A APP. F 23 FIELD BOOK P A 0, / N FROM TYPEC -6 CURB /F GUTTER IORDLLEO CURB p`CUTTER 8 CONSr SLOTTED CROSS GUTTER PER .CITY STD 406 6/ L.F 3, 723 S.F. REFERENCE PLANS - D DRAWN BY: B. 7711 B. T. C CHECKED BY:. ES'TREc1 SENT --T. "A4TERE.4ND JZORN OKA /N PLANS FOR ___ D-- CONST. S/OEWALK PER C/TY STD. 40// 402 � 403 13,840 S.F. - E ELEVATION: 32.02 N NOTE TO CONTRACTOR, SEE SHT. R RECOMMENDED BY: R l0 CONST WAIEELCHA /R RAMP PER C/TY STO. 607 225 S.F. DESCRIPTION: / ` ` 1! CONST 6 "P,^. C. OR/VEWAY APPROACH W /DEPRESSEO CURB PER 1,235 &F. BENCH MArK CHISELED "De 1N 4 _ _ T 24 WORK ACCEPTED: - C /TY STD. 303 � 503. EAST EDGE OF CONC. P34SE OP L LACFCO -STD. DWG. 2 -D /o2, Q-D/63, 2 -04/5, A Purl 12 CONST. 6 "P. L'.C. DRIVEWAY APPROACH PER DETA /L ON SHT. /. 6,87(0 S"F. 25 /3 CONST. TURF - BLOCK PER OET.4 /L ON S117.71. /2, 5107 S.F. _ _ o F.. 13 3.f a "vc -a 14 CONST. l0 WIDE CONC. E,0G /NO PER DETA /L ON SHT. /. /,220 S.,- 15 CONST, STREET BARRICADE PER C/TY STD. 60/ /00 LF t� ay.6 _ /6 CONST. FYPE A -6 CURB PER CITY STD. 30/,- 9 9 S)QUdAS av ^ 14 Cate S EE N- 5 26 - -- f 376 EA. !7 - - - -- INSTALL „TREET L1GF1T PER CITY STD. DWG. 70/. (7,000 L M.V=j /9 EA. I14 11!�J 11C93 18 INSTALL STREET NAME S /6N PER C/TY STD. 606. 7 EA. v 27 - -- l9 INSTALL SURVEY MONUMENT PER CITY STD• 603. 5 CA. \ P �''Yp /CAL SECT /ON , - � o - _ l3 w � � ' tit �t►�- 108 t (p '' 7 38 3.4 40 4 I DEBRA d.4/!iE Q i l� (lac PR /VA EJ #a 28 - -- 3 0 9p Q J� 3'fey y Q e �' fV /S 8 "rcP OR/ E �!� 20 SEWER BRY. C. P. SEWER MAIN 2,433 LF OEEOEE ,DRIV,6 1.4 oa W+ o�� l2 c,• ° OAN/ELLE al /!iE (l4/L>' FROM DEEDEE �/�� ti W a.y 9 — - -- - 2.9 __- 2/ CONST. 8 "CLASS /50 OR HEAV IER CZP, W /NOT D/P BITUMINOUS AND cOasr H 27 "K v _ SHEE N -_ 4 APPROVED MECHANICAL f0 /NTS SEWER MAIN i/LENGTH AS SNOWNl I/ l 1( (21 7 Ili ll CENTEREO UNDER WATER MA /N. 80 Lf SAN O /EGO Fl7BEWAy aE. 30 SAL /HAS 22 CONST. 6 "V C.P. SEWER LATERA/ _. —__. 3�as 36 3 34 33 3 3 _ _ — Cog/ [.F 3�fD D BR . D I VE M.H #1 �dd+5 GD' _AYE. O —CONST B l!C.P• SEWER LATERAL WITH /O L F• 6 "C. I R CENTERED ON 84.7 L,F- -- F1A /N. 1 INCLUDES 280 L F. 6 C.I.P. /0 My. #2 _ -- - l �_ 24 _ CONS. 48 "/.d. SEWER MANHOLE /2 EA. VIC11Vi r r "A� "A C P. as' �� ZS TO/N EX /ST. SEWER MANHOLE.E ADJU57 RIM TO GRADE, / EA. G s. I t NOT TO .SCALE 7 I 26 STUB Y PLUG 8 Y. C. P. 2 EA. 25' 20' - /133 1 /�f //3 I /a/ SHEE / /i8 Nd/o 2 110 //o / CLAPa OA TA Es r. C. EcEVAriovs 9 8 7 8 5 4 3 2 A. EFEQENCE PO /NT' I I I I GU ERAL NOTES,. I WA TER 5 lA S /� 6/4 1. All work- other than storm drain work, shall conform to the City of Costa Mesa 5— INSTALL 02'WXTER SEKV /CE PER C.M.CWO. STD. DWG. 2(7YPE G ") / EA, „?% ei °cp PAVEMENT .Standards and shall meet the approval of the City Engineer. All storm drain work 30 CONST. g A.C.P, WATER MA /N PER C.M.C.WD. eEgv /REMENTS.(CL. /SOJ / /48 L.F. v.. .... -�i .. ,. + shall conform E the .A. C. F. C. D. sfan and plans and meet the approval of the City. 6 "A P ONST. C. P. WATER MA /N PER C. Al. C. Dl!Q REQU/REMENTS.(CG./SOJ /, 326 L.F b Engtn6er. D D / ° -2. All street stationing rLifers to the center line of t treet. B) 3/ C 3. Paying and base section listed in theequantit estim to re for-biddin purposes VE.� FLY) EIS : 32 33 NSTAT LWABE GATE VAL 55 4 9 /3 /3 14 0 y . Ili , g Y+ g VV O ST W6 (7Y E P b only and are, subject to revision upon receipt of soils tests. INSTALL 6 GATE VALVE.(RT.XFL.) — ___ _ -___ 3 EA a refers t face f curb. - , y 4. Curb dat e to he o c 34 35 INSTALL BLOW OFF PER C M.QW D STD' DWG•'►7 2. EA v d 5. Parkway trees will be planted in accordance with the requirements of the STD DWG 36 INSTALL FIRE HYDRANT PER C. M. C. W.O. _ City of Costa Mesa Park Superintendent. 37 INSTALL BPTAPP/NG SLEEVE dND VALVE._ EA TYP /CAL SECT /ON rflMIATE STREET) S 6. All work shall be pArformed in accordance with the Standard Specifi�icns for STORM DRAIN � Public Works Construct,Aon, dated January 1976. ( "Green Book ") 38 INSTALL 2�RCP- /SGOD. ANA OR�I/E TYPICAL COAC• ROLLED CURB p. Contractor shall furnish and install all signs, lights., barricades, and + 39 50LX 5 any other traffic control or warning devices, including flagmen, as may RESUKFAL'E TRENCH PER CITY STD 1601, 29BL.E ,DAA ELLE'O.L? /YE C&2 OFQEEDEE iOR F/ GUTTEQ �GR /Y<iTE STREETS} by required b the Engineer. All items mentioned shall be in conformance . 1N5MLL !B RCP- 2oL�L�D. (BEDDING PERLACFCD STD DWG, N0.2 -0177) - 91 L.F. ,(�E/1/Il/ /S OiQ /1/E N.T.S. with the current requirements as specified in The latest edition of the 41 INSTALL 27 " RCP I'D" PER PLAN (BEDDING PER ILA STD.OWG. N0,2D/77) -_ 3bbL.F. "Construction Safety Orders ". Failure to do so will be cited under applic- 42 CONST C"6. N4,3 PER LACFCO b'TD. DW�r_ N °.2 -DiG3. 4 EA, �. able section of the C.V.C. and corrective cost5„to t4 •City'will be charged. ,W __ CONST. L.D. N °• 4 PER LACFCD STD. DWG. Ng. 2- D415. 4 EA, 0. ':or:, rtctor shall obtain a permit and request inspection from City Engineering 43 COAST. M.H. NQ. /PER L4CFC0 STD, DW4. Ns. 2 -D /o2, 1 E+4 Depa: s:�r,t to be made 48 hours in advance of performing any work. Telephone: 556 -5323. »- `:'l' '� REWIV_'Ex /5T 1td/tCP °FITORM°-P AMf 290G FILL ALL CELLS WITH Ina solj 7D ?. The amount of asphalt binder to be mixed with the mineral aggregate shall be 21r A71 se r construction small conform to. the Standard Specificatl POs df .'the Costa Mesa %4 "GELoW 72Z- SUr,A4CE 5,5T dry weight. The exact amount will be determined by}the City Engineer. 2 Sanitary District. Stations shown a�oo o,•& selwer sfPfianS only. !1+ - — /3'O , Same +es of the proposed aggregate shall be-submitted to the City Engineer for 2• Manhole shall be brick or precast concrete as.manufaetured'by Associated Concrete'Produe' Inc.f \ testing In order that t:-P- percent binder may be determined four 4 n Or approved equal. T o ed ( }days in 23,I.,Sewer manhole frame and cover shall be Alhambra Foundry A -1270 or approved equal. U7iL /7Y ESMT -- -e'° S•O" -� advance of construct-. <.. /7�2" /7�Z" \ ?3 r[" /2' S/oEOVaLK 4PE�+ 10. The City of Costa Mesa Aili pay for t".e initial soil and materials tests. Any A. Clay pipe joints shall be mechanical compression joints. Mechanical, compression joints shall be I i sU;Lsc:,luent soil and materials tests deemed necessary, due to the failure of the Wedge- lock,Speed Seal, Mainline, or approved equal. In no case will .jointing material using neat 5 /o„ Z„ /, ^ -- , portl and cement mortar or grout be permitted. - J / Z" 1nit.i.l tests, will be at the contractor's expense; _ 25. Contractor shall request inspection from th ' PAVEMEVr V 2% I 5 !''here driveway depressions are constructed, the driveway approaches shal'I be q p e office of the Sanitary District Engineer 24 hours - - L 2 °�° b constructed to property line per City of Costa Mesa standard fans. 'Location, r prior to commencement of work. Telephone: (714) 556 -5400. p y p 26,'`Permits required shall be obtained from the Street Department; 77 Fair Drive, Costa Mesa. 1 y? and width are to be approved by the City Engineer. 7r W knot done in the resenc_P,of the Santary District ins - .� , - Pector is sub' ct to reject n, i t _ _ - - 12. All underground work shall be complete prior to any surface work to the public ek mA "ins to b'2'ifls`alledaccowdingTo tie fi5 °SEdndar3s anpect�catibns of the Qosta'Mes2• 9 „ v tea( a t � I I � i I/i/fiTE�Q �, p. � right Of WdJ. a;County Water D ?strict. /4 SANp I ME7FR BOX _ per City of Costa Mesa Standard Dwg, tlo. 701. 29. `Gti tractor to .have on job-site cop of 1974 Standard Secs at a'll times: ° • U LJ 13. Street light to be installed p j y 4 p /7 %z "x23 % "Co< /C. ruRP- BLOCKS, /4 RC.COA/C.EOG /V� _ - /2 GDt/ST. 6 "P.GC, OA?IVE Ay 9P4DL/ The final locations subject to City Engineer's approval. A 30. , CDntractor to not?fy Costa Mesa County Water District 48-hours-prior ° to construc • ASSOC /ATEOCONC,PfTEP.Q000CTS /L/G, /3 _ ro PQOPEx4TY G /NE - 14. Street name signs to be installed back'of curb or on bracket - mounted on ,714/631 -1200 or-714/S56-5398) ' teen. (Phone. oP EquaL 4 °AGG. BASE street light pole, per City of Costa Mesa Standard DWg. No. 606, 31. All Plan Check, insoe iol:, and Engineering ' Deposits will be made prior to signature of General R' SECT/0rA/ 71-IRU OPIVE�I/Ay A/ORO� 15. Stamp "S" on curb at all sewer lateral locations. Manager:' ° " P g s SECT /UN A- A (PR /!/SITE STREETS) 16. Any City benchmark, monument, or ties that are destroyed or disturbed durinq 32, A Bond will. be posted at the completion of project for 10% of actual cost andwrill be held'for n construction sha'11 be replaced. Any change in location or 'elevations shall yyear. scaLE iz " = / =o" sslowiVG C°A/STRUCriDNOFOPiVEwAY APROC/ 'be reported to the City Engineer by a licensed surveyor on 8ixll loose leaf 33..iRequired separation between sanitary sewer and water mains i O SHOW /A/GCO,dSTRUCT /O.t/OF T(JRF- BLOCk' ON STREETS O,V sT'PEETS wiTN F70cLE0 G'U,P.b (PQ /[SATE ST,PEET,S) w 11 be 10 HORIZONTAL, 3- VERTICAL. wiTVAncLEOCUPeovsioEOFsraEErwirNNOSmEwa La paper (one side on showing rotation and ties, or level run. 34. (Service laterals shall be set to grade by contractor prior to the installation Qf•water'meters ^1LL ALL CELLS WIrAI MAPS0 /L 7n 17= Protect_ all existing utilities.in_place. _ _ and - boxes., l8. Pipe bedding in trenches shall be per L.A.C.F.C.D. Standard Drawing 2D 177, Case III. -35., tall backflow device as per Costa Mesa County Water District Re'soluticut #81�. /i4e�ELOw raPSURFACE /3 _o protection 36.IIAll water mains shall have 3'6 "minimum cover to finish grade. 19. All catch basins shall have horizontal rotec..ion bars per L.A.C.F.C.D._Standard B _o„ Drawing, 2D 175. aise All 'existing gate valves to grade. COSTA ME5A S,4N/TARY D /STR /CT 20. All storm drain manholes shall.be left below subgrade. The contractor shall raise 38., A 15 easement wil`i be granted to C.M.W.b. for all non dedicated streets for maintenance pur -` Z3r=„ 23r,.' 17i' J the manhole frames and covers to finished grade and make necessary repairs to the poses of,water mains and fire hydrants. pavement. 139 ? 6" V.C.P. house connections shall be 'constructed from the sewer main to the property line for 2" APPROVED BY: ",.each lot. 4 / 41? The developer shall furnish the sewer contractor with a plot plan indicating the recommended ' PAI/Eh/ENi J _ _ _ _ _ � A DATE; /1 -4 " / location of the house connection for each lot prior, to Sewer main construction. .:. \-,,/ LLL��.. --- -- � Pi k;' Aq I- rtewr -house connections shat l be placed prior to surfacing of streets. _ " D ALL E, STEVEN5, DISTRICT EN 71NEER 42.<`A11_*wgr manhole frames and covers shall be left 6" below finish grade. iWM7 i j 5 �( %9 E/�/% 43, the sewer contractor shall raise the manhole frame and cover to finish grade after ,•street su cin is com feted. A5/ /4 SAND �u 50X !,-1. 9 RG,CONG S/DEH/ALK COSTA MESA COUNTY WATER D /STRICT UNDERGROUND STRUCTURES ' 23%" GONC TURF- BLOCKS, /965 PLACE/V^Tt /A AVE. /• �p / �� /� � ':ASSOC/ATEO.CONCRETE P.Q000GTs /NG. 13 COSTA MESA., CA. _ Contractor agrees that he shall assume sole and complete re"nsibility for job ALL UNDERGROUND UTILITIES OR STRUCTURES REPDRT[D .Y THE OWNER OR OTMENS +- �f�1���E�E �/�/��V� /J[L OAP EquAC. ' 4 °AGG. BASE _ site conditions during the course of construction of this Project, including safety of all AND ,HOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE �1,2 ! AI�llA4Aj, t l{/Ol[ 6& 6t ss _ LOCATION AND EXTENT THE OWNER Ev ACCEPTING THESE PLANS ow PROCE[pING WITH persons and property; that this requirement PROFESSIONAL ENVIRONMENTAL ENGINEERS ♦ PLANNERS /shall apply continuously and not be lim- IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD uND[w. SEC r /ON 3-3 �PRI VATE 5TASC- M lied to normal working hours; and that the Contractor shall defend, indemnify and _ SIG »ED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND P O /OX 2590 • 1401 QUAIL STREET NEWPORT BEACH, CALIFORNIA 92663 hold the Owner and the Engineer harmless from any and all liability, real or alleged, = UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE 17141 533 -0070 PUBLIC RECORDS EXAMINED LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN SCALE /2 "= / = °' / / - /p�( rS in connection with the performance of stork on this Project, excepting for liability OR RECORDS EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY / /(,CCf'l�t. 1tI �E't ,/ ,) - MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES SNOW /UG GOA/STF7UGT/OV OF TURF - BLOC/! Dl/ ST!?EETS ///���www ^ DATE�k:�L$� 77 arising from the sole negligence of the Owner or the Engineer. OR STRUCTURES FOUND AT THE SITE IT SMALL B[ T»[ CONTRACTOR'S RESPONSIBILITY TO o A !fV /T!, ROLLED CU,PB OA( S/DE OF ST,PEET W /TN S/OEK/gL!! ED SCHNABEL F E�L MANAyER NOTIFY t»E OWN[It5 OI TH[ UTILITIES OR STRUCTURES CONCERNED ESPON BILITYIMO e D T WORK tri./nAAO A E.' ID -/9 -77 R G \ ' C' O I C CONTRACTOR DATE DATE ROBERT W REIN R. C. E. /2759 n C C C n C N C C C DESIGNED BY: S. ic. CHECKED Y: E ._T J SH NC . DATE - - DESCRIPTION - A APP. F - - FIELD BOOK P PAGE B BENCH MARK N0. /58 R REFERENCE PLANS - D DRAWN BY: B. 7711 B. T. C CHECKED BY:. ES'TREc1 SENT --T. "A4TERE.4ND JZORN OKA /N PLANS FOR _ ■ - E ELEVATION: 32.02 N NOTE TO CONTRACTOR, SEE SHT. R RECOMMENDED BY: R / �t!T7j o RIGHT OF WAY ACQUIRED: 0 DESCRIPTION: / ` ` WORK STARTED: B - -- T BENCH MArK CHISELED "De 1N 4 _ _ T WORK ACCEPTED: - -- - E EAST EDGE OF CONC. P34SE OP L LACFCO -STD. 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' __ I �-= .- ­�Z - L ­' LW ' t'& �_ ­' ]�T� = 1�� — _ _ - - -, '_ r - -- , -1 I - __ - __ - . . : : __ m :_-_ !� --=Z: _:t = ___ ­ . ­j - I- 4 __ ­ . . - - - __ - . ---- ­ - __ _ . __ - � __ - _��__ ' '____ � . + .'.� __ .. - ___ - . - 4 - - - ' L, -�7 3 i , I i _-_-- __ - ��_ - __:EE�__� - �- ­­ . � " - — ' - _­ ___ —I- __r' , � ' I­ ­_ L__ �' - - __ � _� - __ --1;4f - - L ' - _ . - - - - - - - - - . - - -----. - - - - - . . : - �' - . _' r - . r - - _n�� - 1 4 - --f- - - - - - � - - - . - I - - - - - , � I - � __ r - 7 - - I I_ - - - - - - - - m - - - - - - - . - - - - - , - __ . - __ - r � � - - , . 7 - . - - - - - __ - " MI � __�F ' ' -� -1 : -� - - � I � . + * � . - - m. , - - � LL . r - * - ­ - � . - - . � I r . . , L : � - -11 :: - I __' m M - - - - - :=- , � ­ -_ = -- 4 - - _� - -�-,_ , :_ - :7-7 - r , __�- - -- :'- �_ - - - r , , , ­ ; . ­1 - - - - - .. 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" : 1- - ,+- - *' :: - � - V1 ; * I __ . - __ t __ . - L ��_ - '__ - I_ - _�_ - _ _ 7+�j __ - '-_ ' - * + - � - I � - - _�� - __ __ - : __ L ­ _' - - t: . . _: I ------ - __ - - _J= _ , � � � ,_ � � :L :': - __ ___ :� - i_- __ - w - __ � - ­ - - Lr�_ __ , :�- .. . I m - � i r , - � . - - - �� �m = = � - - - jr �'_ -_ _" = I ---=-- _� - - __ . _' r . I : 7 - ; : 4.� 1 � �_ - 4A . - - - --J-. . � + - -----4 I - 4 - Z_ - - - __ --:_- _. __ - - - __ � .. , , - .- . r - __ . - . � I - - L:A - - t - - - - �- -- ­ . - � I - — _____m - - I - - ­.- - � . I � I - 1 ! ; : . ' - r ­__ 7 - - - __ 1 - - � 'r __ - :519 0_'�_ - L . -1 I _-I Aj - Az I- ; I , - - - _____ - __ .- __ - -1 � _. : - �_ - . __ _ - - - .- ___ . . .1. - � _: r -:r - I - I r. ­ � - - - I I - - . t j r- _7+�E - " __ - - 4_a -.7 �f 5-41 �Ll� - - � - - � ' 19.-�C ---- � - -_ , ­7� t: = __ - - - -, r�_- --t . � FTMIETT ___`� 7�4 -_--- - I - , . - I : � _ � � - : �l I i- - - , t __ - M, * - I - - . 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L I I - - - .- __ , - . _7 . m + 4) r - -�= r__ov� -_�_ - I� - .= � - - � L :L" - � � _� - o7v� --- ­ - I t\ - � - - . . . : �� - :� - M___ - : L : : t � ­ ___ _r' __ I - - -- - - t� -1 - -_ -,---* _ - :.-r :� - :: -_ I - - I � ­ - - : - : : - I - . - - _ - - - � . - - - _. __ - - . - - �­ 7 - � 1A � � - , � -, : =:=--._ - - __ �� - . ­7 -- - ­ : __ _ - - z -= m - � -I- - - _= )6 - _M' - '_L_�r - - � . 1. � ­_ - - - _ 'I31 _N .----- - - - _:�L� - 3�N.� - !L_ - ::_ , - - __ � - - � '* I : : := I - __ � =r­ ­4 --. - � , - __ . _1� r - - '_� - . � - T _- - _ _ _�_ _m _ N - - � - . %4 - __ - - - I � , - -__, � I - 1. - _+ - ______ ____ - - - %, � ;; r;Iz ­;� �--- - - ; - � -, 7=--- __ 'try- - L— - - � __ - - - _� ­ !4. _� — ---I- li-- . � - � , : : V. - ­__ G.. � - - __71:� � r . - : :: , ­ t\; - I : :. - w . : : - � . I 7r _� - . -- �';;/ ", � - rr ... - - + 4 _r 4 __- - - - __rL ---, __ -1 - ­4 - __ _ � 4_1_1 — . - : __. - ,,r �;e5:'� _ - - - - �' - I - . - - - . 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I I - - - J - - - .1 - � m __ __ - � __ I __ - - r _-� -- � . I : _' L : _* �' I . . . I � L " - '_ I - I q �E_-j - - , - .. i r __ _r . I 11L 4 � m - I I . - . .- - I � . . . - L+ M . . . := - ---- - r ,.r -:- - I . - L 'r � - ; � - I- - � � . I I . ' : L' : - m : . - 4 - I L .-A r . . � I . I, - I - i- --. - __ - . - - 4 m - - - I , - . r . . I . - � - , , _ _ . t_ , _ �� 4. - , .� - -: : -, - - , - - m w v : ; . I _ . � _ � I � r -, � __ - - : - . __ - ::::. , . � I ­ - I - - - - - I - ; m -I, - Z. -1 __ � - - I . __ - - . - . . - . - . __ ___lt� , 1, , - - , - - - r . - ' - I f � L - - . . . I - . I --- - - L _zj� --- _- - � - I - __ __ --- � I r I . -; � : � - - - v � , - , - - . � . . � I . - - � - - - r __ 7 i - _: - m - , . , ': r =;7- .0- - ! - - : . � : � - ­ :�_ 7m - - ---- - I - - 1 '_ T - � - .1 r . - - ­ ' L . 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I � to - __ I I / k I ' 0 . /S V. 1�3 -, i I - . 14" -5 1 U -4 / " 19' � I �� kj I � �'@ M. L. I � ,r , � I lw I p _+ . - I / I / I ki -67 . j 1 16 k 30 CONST 8"A.C.P. WATER MAIN PER C.M.C.WO. REOUIREmEmrs.' .1 I I j _4' 1 I t 112 it 11 � I (��__ I - �t I - I -1 � - - :__ I I I I a > � I 1 4 el &- ki� �' I- I I to 4i I ,- - OLD . - I ��colvsT.IWATER sERv1cE PER C.M.C.11YO. srD. Dwa.1-7-KPF-s- '. � I I __ I it 1 5, I I�Ll . I - 5 ID - i I - I 4- _ - ­z N4u - " - ;__ I , � - I f5l 1 -!� a+ I - 2s /f, I " L I I __ sli �'_ - I It (4 1 � 11 at I � - __L !�' , /Z 415 . 3 --INSTALL 8" 49ATE VALVE (RT Jr Fl-) 1, I '01 I'll ' I I 1 12 12' 1 - r __ I @ I I ' � - - I "I I , _+f ' � �':k'd I I JIF 19, �_ I 1 35 'IIVSTAZI- 8LOW-O,rF PER ,PD, DN4, *7. 1 1 I 1 42, N DEIVAIIS DPME r R ri -1 I I @_:-1- DEORA i 0,2111E 5��2F'gr 4 Z;A'AIZELLE D) ?/ VE . % . DAAIA OPIV4E L I � I ' . - - .1 . � � r 9-INSTALL FIRE HYDRANT" PER C. M. C. W O. STO. OW6. S. I I ,I51�_Ieer o 0 (PRIVATP) 6_1v.=.=r -5 + � -I. . '5-1-1,E.ffr 6 r I CUR45 I CLIA?VE 0A 7,41 I ,k-/ _q A 1 )2 L_ 7- t� i 1090,31 '38" 1 95, 00 ' 105,14, ,45.00'-- - ��____9*45'49' ' 1 60.00, C9. 52 1 4,27' /50.00' ____ _. - __ - t-l-io--�6-�-- --- —Blel c I /50-00' 16.4 /' I — - _5*31'52" - � __ - - __ - 19.06, D 7,,r37'31' � ;?5. 001 ___ — - . __ ,96001'40 I I 05.001 32.5s, _____ - --- 4Z. 77' .15.05, --- rr--\ \Fj e,6.77' — - I ______ - 12*25'_m" � 130-00, — Z&.Zo' 14 16" _�� - - - I- __ __ _�__ - ___ ____ __ 30000,00" 1 06.00' ___ 1 '39.27' r5'00' __ 1- - __ ___ - ___f___ - — . . DESIGNED BY: S'.W. W. .r ,C CAT E 110'54'?I" I 25.00' _� ___ - __l__ 81'31'27- 05.00' 1 48-39' - ____ 36.57' - - 0 PZ_ A /V A AID PPOFIL ,E ,c0,F,> 71-IE MPPOVEMEIV 7 ," / eHEET \JD +`-'-_-._'--" -_��' _� �a'o - �z i 10',?5 4,6' 1 ,,, 36.88, 6Rt?IYA TE) mi Q0 (PRIVATE) . I . 17 INSrALL STREET LICHT PER CITY STD. 7O1(700otA,fK)- I � 18 @_ INSTALZ STREET NAME SIGN PER CITY SrD. COG. I ­. I : D EEA04E4E D R / v E & — I @�-I;vsrALZ SURVEY MONUMENT PER CITY S7011903. .. I . . - . � . -) 11 . I C4=_A17'ER,L1A_1E CU�qVE OArA A/? ZI )q' Z_ 7- 1 _90'00W" ,45.00'-- 70.68'-- 49-00' _a ��IZ02-15'44" I . I /50.00' ____ 32.64' 16-33' I — 5-31'52- /50-00' 14.48, 7, Z4' 41 - 6*5.3'56' /50 00' 19.06, 9. 044' CATC 14 134 5 /Af A49DIAlUTION DETA IL P'l �' __�_������ I I I I , . 11 I . . C7.5. At LCr--4L . ­11� A I I " I DEPRE5SION I I 1� I _�'\ I (�� — / NS TA L L 2 4 " ,4? 0 P, I 5 00 0 (,8 L DDINCJ PER LA C FCD 5T9. DiVa, A40. 2 - DI 7 7). . ,� I . IL I � -RCP, 1250D (ISEDD1,VC4 PEPLACr-CD 5T,0,Z7kvIcj,:Alo.Z-D17 . , �Q I -- i (D_11%1S7-41_L .27 7) , . I . 19 . - __ - -1 I 9" �n� _f . I 0--COA/Sr C..b. MQ.3 PER LACFCD STD. ,0WCr.A10. e-D14,3. .1 11 I a I, 'r - - - __ I ,'I, 1, C4,; (�)— COA1,57.7 L. D. 14,0 4 A>ER LACF-Cf > ST0. DWcr. A10. 2-0415. I _'_� PL A CFE A.C. 0V6RL.AY iAl LocAL , PLACE A.C. OVEjZLAY IrO FORA4 5"00rH /Z fl ,`L-*A Df_p,oFjE5S/0A/ IrD AfAlf-frAIIV G"Cr- I I I _'% V12 AAID 0oA17'1AlU0lJ6 CqRAD6 PLAZ Peo,F&L- . I I I I . Jol&r W17�14 AV-lACC=AJT a' C.,` rl�_ "_� � 11 . . INSTALL 51f,'PLYWOOD 7V ,"/T �'�! o( DJACENT CON6. LOC-24Z ,�XPR, I I 1 6.5. OPENIAICr. WIRE To A%4IRRIER. ,� I , .. ­ - ,� I . � ( I . I PA'0T6CT10A1 t5LARRI69 g!" I I . A, ' ' . . . . I I ! 86cTlom A-A I ­ � . I *�qo VISA I I CATC 14 134 5 /Af A49DIAlUTION DETA IL P'l �' � I , . I I I I , . 11 - , __ - � I ____ - I CONTRACTOR � R E F E R E N C E S - . . DESIGNED BY: S'.W. W. .r ,C CAT E CHECKED By� lll� D DAI E. - - 0 PZ_ A /V A AID PPOFIL ,E ,c0,F,> 71-IE MPPOVEMEIV 7 ," eHEET I REVISIONS I -) . DRAWN BY: 8. T ) 8. Ir CHECKED BY: O.M. I 40EEPEE ORIVE 3-1 . NO. DATE DESCRIPTION APP. FIELD BOOK ­.________­ __ PAGE ­ ­_­.______._ BENCH MARK NO./e�6 - __...____ ___ - __ _____ ELEVATION� -52'.02 - _____­ I— ­­­ ._________­­_______._.___. - R, SEE SHT. RE'COMMENDED BY: RIGHT OF WAY ACQUIRED; — _____ __ __ I----,---- - -,..---.-.- . __ ___._____._____ ___._'______________. DESCR!PTION:0/ly99FCD5rA/Il&57A __ 11 - ___ ___ ___ - ______ STANDARD DRAWING NOL-3mi'302,303,401407, . � " OF 6 15HEE715 � ___ - __ _______. - -..-. __ - - ____ ____ - , ----.,. - �- _ ------ ,5ENC14 AMffX C1415C-1 &:) `,n: ____ ___ - -.----- - .. - __­ -1 � - - � - 4os, 4oe., 4o7, �5;aA &-oi, 4.c,3, ca�, 7ol; - ­­-.1. _ _'._'____ . I _. - � - ­­ - --- __ - - - __ � __ - J� 10% - rl?AC7 98bo - _� PLAN � 11 i , - ------- ____ - --- STARTED: I - -.--- ----- WORK ___ - --- :_ - - - __ .- __ _. , - - - � ------- 11V �EASr 6006 OP 60k1c. ___ I ­ ___.'__.._ ___ -1 .. __ - lAc'-w 5r'a Dwc4r.Z-v1oz,?-D1':*3,Z-0410�' I I RIGHT OF WAY AGENT I . NUMBER I I ,- __ __ __ --------------.— I -.-.----- WORK ACCEPTED: .1 --- --- ­_ ­ __ � __ - _ - . __ - e.456 Z*-PL.46 ,90I.IE-, S,66&1flAlk" _____ - -- -- - - - --- - - -- - - - ;?-0/77 APPROVED BY: C ITY 0 F COSTA MESA 77-30.3 , I , __ --.--------- __._._____ I I INSPECTED BY: I ___ _______ --.-- I -- -------I - - Pvclw�cs' PvE57-_�/,Of: Ci;� A'Wk';!S;V � __ - __ _ ALIE., AlcoCrN 690IS4,15YIZ oAVE. I- __ � - �'_ ­_ _­­______.____.._..'____­ -------- ---­----------- - - __ - _____ ____ - - - __ __ - - -------------- __ C;TY - ENGIN - LER __ ____ - - - --- . I � - - DEPARTMENT OF ENGINEERING SERVICES I . � I "; ' I 'I .114 'It � - - t � - - . — ____ t 1; I ___ DATE . ,,,"","`� . I . . . . . I -, - - , . I I � . , .1 I . I � 1 "_'4'.' 1 _�'='&.44.Au'A. ----- ­ -.�______ -__�'­- __ I—— '_­­� 1, ___ — I � I I I - �_ I � .­ I I . , � - I �_ —­ ­ - _ I - I . . __' . I CURB CURVE OA TA n/o a R c. 7- A 35 °56'26" 100.00' 57.7/' 2,984' 40.00' 150.75' , Aft 1b x , SNE�T ' DESIGNED BY: S.{ -Y./ W..LF DATE CHECKED BY: M.O. DATE pLA/V AID/LE FOR T,yE /M,oRDI/�'1t�IElVT OF CONTRACTOR REFERENCE5 REVISIONS DRAWN BY: B. T. / B.T. CHECKED BY: O.M. o. M. DENN 'S DRIVE — BENCH MARK N0. /58 REFERENCE PLANS N0. DATE DESCRIPTION APP. FIELD BOOK - ..-- - - - - -- PAGE - - - - - -- - - -- SEE SHT. RECOMMENDED BY: RIGHT OF WAY ACQUIRED G Or _V Sl -IEETS — ELEVATION; 32.0Z NOTE TO CONTRACTOR DESCRIPTION C?YAFCOST MESA `�" STANDARD DRAWING NO. 30f, 302, 303 ¢D /, -40Z - -- !e IoOly 701. - -- - -- -- -- -- --_. _ - -- -- – - - - - - - /^J 4R 66' T R,4 C T �O V PLAN ' - - 6E/�CF/ M4RK CN/SEC..ED 403. -10[0, ¢07, J' 03. 01,!°03, RIGHT OF WAY AGENT �/ BOP ---- WORK STARTED __- - -.._ -_ _ -. - - -. _ .. _ -- __._ - /N EAST EvGE 61° CrWC 645E - -- -- - - -- FLAG FbLE SECrER57RCJM 4ACFCO STO.OH/4.2'O /02 2 -O /G3, 2 �5. - _.... - - - --- - -- - ._._._ _. _. 2-4/77 _- APPROVED BY: ROV Y O F C O � CITY jNU , WORK ACCEPTED: INSPECTED BY: - - -- - - -- - HE /GN75WESlS /DE of,��� /� - -.. - - --- - -_- _... - - -.. _.. - - - - - -- ----- - - - - -- - - - --- - ...CITY _ - -- --- - DEPARTMENT OF ENGINEERING SERVICES -- x� - -- - - _..- -- -- --- AW, NO,RTN OF G /5LFX AVC. ENGINEER DATE -�, __.,.Y.= -�_ _- _....�..• `. ,_,..�.....r......_a� ._.._„ ..`.,:�__.��:,�s:,�.v ,� � : _. _,.ate,};.. �. CUxZa cuavE 0.4 7-.4 A/-° d R I L T f 201542/" /70.00' 62.03' 31.36' 8 20'54'21 " 130.00' ,17.43' 23.98' C r 20'54'21' — /4/.00' 51.45' 26.0/' D 00054'2' " 165.00 60.20' 30.44' 2500' E 90' O' 00- D 25.00' 39,27' — F 90000'00" 1 49.00' - 76.97' 49.00' C'ENTERL WE C'UR!/E OA TA N° 4 097 L T f 201542/" /50.00' 54.73' 2767' 2 20'54'21 " 153.00' S5.B3' 3 90 000'00" 37.00' 56.12' _28.23' 97.00' - REVISIONS CONTRACTOR - REFERENCES DESIGNED 8Y: S.W. W. r DATE CHECKED BY: DATE PLAN AND PPOF /LE A0,4THF /MP.QOI/E�LIEA1T OF S1 -IFFY f ". DRAWN BY: Q. T B. I. � CHECKED 8Y: DA"IELL E OR /1/E 5 - NO. DATE DESCRIPTION APP. FIELD 800K PAGE BENCH MARK N0. /58 REFERENCE PLANS -- _ -_ --- - -' —' - - - --- _.. - - RECOMMENDED BY: RIGHT OF WAY ACQUIRED: ELEVATION 32.02 NOTE NOTE TO CONTRACTOR, SEE SHY. DESCRIPTION: GTYof COSTA ME94 STANDARD DRAWING NO. 30/ 30Z 303,401,402, c1 1 r OF 6 SHEETS - \ :. BENCH AMAW- CNl5ELE0 `e 403, 4010, 407, 503 lnol Z-03 &Oro, 01, . , 7 __ -_.... ....--- .____ - - - -- -- - -- -- -- - - -- -- -- -- -... -- 0..., - TR.4 C T N 9866 - — -- - -' - WORK STARTED: PLAN _ - -- /N EA37 EDCrE � CONG. (ACFco STn OdyCr. 2 -O /o2, 7 -0163, z 04/5, RIGHT OF WAY AGENT NUMBER ,. WORK ACCEPTED: - - - -- - - - --- - - -- -- - ----- --.. -- CuLSE OF FLAG RILE SffibPSTRaM -_ - -._.- w�TS,oE - - - --- -- — _- - Z -D /7j - --- - --_ -.._. - -- - - - -i .._._ ._. APPROVED BY. - CITY O F COSTA MESA 7 30.E INSPECTED BY: - — --- NE /4L1T5 OFFA/KV1Ely (��' -- -- - -._ - - -- - - -- - A ✓E•, ND?TH OF C4 /I AVE, - - - -- , _ -- - -- -- - - - - - i -- - - -- - -- CITY ericiriEeR - -- - - DEPARTMENTT OF ENGINEERING S E R V I C E r - . - -- - - -- - - -- DATE , low, W N flN VI J a - - } - __ .. - T -, - r y - — -- - - - - — - — SHEET .3 OEEDEE D,Q/l/E 21 I /' �I 34 I "� 7 J 3 . �I 6 C w, I of Srt ! zoo 5' pg � 1�EDEE OQ /YE O N SHEET 3 32 " C\ ANA CURB CURVE 0.47-4 CONTRACTOR d NO. DATE DESCRIPTION ® 510°00 Lb" 49_00' - 76.97' - 4900' (aj 90°0000" 25.00' 99.27' 25.00' CE/t/TE4L /A/E CLb?VE DATA N_° d R L T i 90 °0700" 37.00' - _ INSPECTED RY< — DATE - - x - f - FFf P _.�_...__— -_ r _ _ _ _ :: - _ - }JERTf - I . :. - X: - - _ - -i - - - __ �_. -Y _ � .0 .. 7 CLbPd GIITTE ,. -.. 4 PL SCALE. _ CONSTRUCTION NOTES O / 2 3 ,.. _ 40- lA ONST 3 A.C. OVER 6 "A.8. WITH M.C. 70 PR /ME COAT y Sa-- CONST. ROLLED CURB � GUTTER PER DETA /L ON SHEET /. a— CONST. TRANSITION FROM TYPE C -6 CURB GUTTER TO ROLLED CURS f GUTTER. (9 —CONST SIDEWALK PER C/TY STD. 401. EET / SHEET .3 OEEDEE D,Q/l/E 21 I /' �I 34 I "� 7 J 3 . �I 6 C w, I of Srt ! zoo 5' pg � 1�EDEE OQ /YE O N SHEET 3 32 " C\ ANA CURB CURVE 0.47-4 CONTRACTOR d NO. DATE DESCRIPTION ® 510°00 Lb" 49_00' - 76.97' - 4900' (aj 90°0000" 25.00' 99.27' 25.00' CE/t/TE4L /A/E CLb?VE DATA N_° d R L T i 90 °0700" 37.00' �2 11176 �'J 1 113 DRIVE (PR /BATE STREET) 2i I lost 22 1 085 /2.75' E.G. ,i 25' `F 03 ,er ,0a9 I�4N /ELLS DPIM5 (PRIVATE) SHEET S REV IS IONS CONTRACTOR R E F E R E N C E S DESIGNED BY: S. W. W. T. F. DRAWN BY: S. T B.:/. FIEI.D BOOK PAGE BENCH MARK NO. /58 REFERENCE PLANS j - ---- -- '- -�� - -- -- - ' - -"— RECOMMENCED BY: -- - - - ELEVATION : 32.02 — NOTE TO CONTRACTOR, SEE SHT ' - - DESCRIPTION: Cl7`f of 005TA STANDARD DRAWING NO. 3o/, 302, 303, 401, 4o2, ' MSSuQ BENCH M4R1. CFI/ - ___ . _ 403 4010 4o7 503 G0I G03 co0ro 701 , � � � -_ _._ __ "p "/N Es15rBOGE of CoMG. LACPCO STD, DWG 2-0/02, Z--014-3, 2- OSt/S___ APPROVED BY. BASE OPFL4GPOLE,SEGEPSTKOA./ 2-0177 - ----- - - - - -- __ ___ —.- HE1a1yrrS, WEST 5 /OE 'OF r4hP4F - - - - - - -- - - - -- - sLVE•, oFL7/5LE,e AVE. c NO. DATE DESCRIPTION APR — — -- — -� -- WORK STARTED: WORK ACCEPTED: _._ __ - _ INSPECTED RY< — DATE - ,ATE CHECKED BY: M. 0. _ CHECKED BY: 0. M. RIGHT OF WAY ACQUIFED: RIGHT OF WAY AGENT CITY 'ENGINEER TE l2 CONST. 6 "PC.0.. DRIVEWAY APPROACH PER DETA /L ON SH W - 13 CONST TURF- BLOCK PER DETAIL ON SHEET /. 24 CONST. 10 "WIDE CONC. EDGING PER DETA /L ON SHEET /. 20 CONS T. 8 "V C. P. SEWER MAIN 2/ CONST. 8 "CLASS /50 OR REAV /ER C. I. W1110T DIP 8 171UN /NOLIS AND APPROVED MECHAN /CAL .TOINTS SEINER MA /N tLENGrq AS SHOWN) CENTERED UNDER WATER MAIN. 2 CONST. 6" V C P SEWER LATERAL 23 CONS T. 6" V C. P. SEWER LATERAL, W//OL.F 6 "C.I.P CENTERED ON WATER MA /N. 24 CONST. 4811.0 SEWER MANHOLE. 31 CONST 6"A. C P WATER MAIN PER C. M. C W. O. REQUIREMENTS O— CONST. /WATER SERV /CE PER. C. M C. W O STD. OWC. 34 INSTALL 6 "GATE VALVE. (K-T. X FL) l7 INSTALL STREET LIGHT PER CITY STD. 70/.(7000,L A40 l8 INSTALL STREET NAME SION PER CITY STD. 606. L1 PLAN AND PROF /LE FOR 771E 1777( "TIT OF SHEET DANA DA?/ 1/E 6 OF 6 S AI=- =T5 T RA C T NO 9866 NUM - NUMBER CITY OF COSTA MESA 77 -30.6 DEPARTMENT OF ENGINEERING SERVICES _ ... • ...aim.» aLSiiinyad . + ...u+tvt1A£.�