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S-66-1.1-9.51111. . • _ .' . .. •:: <... _. j GENERAL NOTES ' ALL WORK SHALL CONFORM TO THE STANDARDS OF THE CITY OF COSTA MESA AND SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER. STATIONING REFERS TO THE CENTERLINE OF STREETS. CURB DATA REFERS TO FACE OF CURB. .,, IF DRIVEWAY DEPRESSIONS ARE MADE, DRIVEWAY APPROACHES WILL BE CONSIDERED A PART OF THIS PLAN AND SHALL BE CONSTRUCTED AS PER CITY OF COSTA MESA STANDARD. AFTER PLANT MIX SURFACING HAS BEEN OPEN TO TRAFFIC FOR A PERIOD OF NOT LESS THAN FOUR (4) WEEKS I A SEAL nl COAT CONSISTING OF AN ASPALTIC EMULSION SHALL BE APPLIED, THE EXISTANCE OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED SY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THIS MAP. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING . WATER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE CITY OF COSTA MESA COUNTY WATER DISTRICT AND SHALL BE CONSTRUCTED IN THE MEET G' FROM CURB FACE, THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. SEWER SYSTEM CLAY PIPE JOINT COMPOUND SHALL BE "C.P. I- 2 ".JC.-60" MECHANICAL COMPRESSION JOINTS SHALL BE "WEDGE -LOCK "SPEED -SEAL MAIN LINE" OR APPROVED EQUAL, IN NO CASE WILL JOINTING MATERIAL USING I NEAT PORTLAND CEMENT I MORTAR OR GROUT BE PERMITTED. G" Y.C.P. HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY LINE f r FOR EACH LOT THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A "PLOT PLAN" INDICATING . THE RECOMMENDED LOCATION OF THE HOUSE CONNECTION FOR EACH LOT PRIOR TO SEWER MAIN CONSTRUCTION. ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING OF STREETS. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISHED GRADE THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISHED GRADE AFTER STREET r- S )'RFACING IS COMPLETED. qj 4: �I NOTE: JSE V CONCRETE GUTTER ON ALLEYS WITH LESS THAN 0.40 ° /0 GRADE, SC•2 PRIME COAT SHALL SE APPLIED TO BASE MATERIAL PRIOR TO PAVING. " AIA i - - A SEAL COAT CONSISTING OP /"U ASPHALTIC EMULSION SHALL BE APPLIED AFTER THE PAVING HAS BEEN OPENED TD TRAFFIC FOR A PERIOD OF NOT ,,•' �' LESS THAN SO DAYS. 1 ' , y 6 O' — _ 30' 30' .. W W ar- .,- .s- �,.- ..°+�._. •- 4.'-., .y.,...c.+a:- .a- .�."'^.,""'�"` -.. .- .G'* "•.rrt�..e�.,,..�_k?s!wE PRV",.p°. . «1111 a"'�*. .:- 1111.- w.,�:. _v�"S'"' mT'.'• -.nz. �'� �.s. ,.h �s. e._.naz++.r,.•.. ^s._- r 1111 .,. <? -- .: qty.. .-x. ° _. . , .......,.,..+.tea mSfr" �. .. . ..::. . . .... ..a QUANTITY ESTIMATE AND / ✓ CONSTRUCTION NOTES STREET EXCAVATION------------------- - - - - -- 5,360 C.Y. ( CONST. 2"P.M.S. WITH SEAL COAT OVER 41U.R.8. WITH SC -ISO PRIME COAT 1 LIME-TREAT TOP 61 OF SUB- SOIL —_ 80,262 S.F (2 ) CONST. CONC. CURB AND GUTTER PER STD. PLAN N°— S.----- _ - - - -- 3,372 L.F. Q CONST. CONC. CROSS GUTTER PER TYPICAL SECTION------ - - - - -_ .6,05(b S.F ® CONST. CONC. SIDEWALK PER TYPICAL SECTION _-------- - - - - -_ IT-5B4 S.F. Q CONST. CONC. SIDEWALK LANDING PER TYPICAL SECTION ---- _ - - - -- I,B27 S.F © CONST. CONC. CURB ONLY. ---- - - - - -- -------- - - - - -- 3BS L.F. �7 CON ST. ALLEY INTERSECTION PER TYPICAL SECTION --- _— 1000 S.F ® CONST. CONC. ALLEY GUTTER PER TYPICAL SECTION----- -_ - - -- 1.012 S.F. �9 CONST. TIMBER GUARD RAIL PER STD. PLAN hi S 14 -- -- - -- -- -- 204 L.F ® CONST. STD. MANHOLE - -- - -- - - -- — — - -- - -- -- - -_ 6 EA. II CONST. B"V.C.P. SEWER LINE --- - - - - -_ ---- - - - - -- 2,055 L.F. CONST. CONC. SIOEWALK PER 510191.b,14 N: 7--- O REMOVE EX.GLIARD Rb.IL_--- - - - - -- --- __ - - - - -- 9G L.F. (,2 EA) 14 REMOVE Ex.PAING_ --------------- - - - - -- 2ol SV, 15 REMOVE AND RECONST. Ex. PAVING -- — - - -- -- -- - - - - -- 255 L.F. 16 CONST.W+ C,P.SEWETL HOUSE CONNECTIONS -- --- - - - - -- 859 L.F. li CONS7. 6" W DTER M4�14 — — _ — — 2,200 L•F• GATE V4NLUE9 - - - -- -- - - - -- 10 EA. TEES ----- - - - - -- - -- -- - - -- 9 EA. C301TBEND -- -- ----- - - - - -- 2 EA. W 6111F it SERNICES — — — — — — — — — _ — — -- - - -- 27 EA. B GONST. FIRE HYDRANT ASsZMlbLY PER. c W c.w.D. STD. DwG :& 15 — — -- _ — -- 4 &A. 19 REMOVE: 90" 115EN0 -- -- — — — -- -- — -- I eA. 20 REMOVE AND RECOWST. ALLEY GUTTER _ -- — -- - -_ — — — — 3G 21 Ex 6 NIGH CHAIN LINIG FeNcc TO AE RELOCATED -- — - -- — 307 L.P. 15 REMOVE AND TLECOWST. pANING. CALLS:`( SNEETE3) 120 S.F. 22 2500 LUMEN INCANDESCENT UNIT L N a LLEY aT NOR7a{ TTLA.c7 ADRY_) — — SEA. 23 7000 LUMEN MERCURY PAPER UNIT _ _ B EA Q4 4TReE7 NAME SIGN PER STD. •PLAN • IS — _ — 6 eel. �r }j P` a� S k 3 10' 4' K W 0 C a 20' lo' i FA 4 JI I CROWN SLOPE I /4' 1' TYPICAL. SECTION OF ME-TRENT S R CARAWAY DRIVE , CORAL AVENUE CASSIA AVENUE GINGER AVENUE MACE AVENUE (NO SCALE) IO t OF ALLEY PROPERTY LINE FLOW LINE PROPERTY LINE 6''PORTLALI0 CEM ENT CONGRIET'E GRADE TO TOP - _ OF CURB 1'/4' TOP 0 4 Ui Ui 0' �gR�ge`C= CD, z 6 ' 20 20'_ 0.17' 4' W cr CD I CP to v be u PLAN AND PROFILE FOR IMPROVEMENTS IN TRACT O 6259 O IN THE CITY OF COSTA MESA , CALIFORNIA JULY 19" BRADFORD, HEIL & ASSOCIATES 12S SOUTH CLAUDINA STREET ANAHEIM I CALIFORNIA PHoNE C71-4)'774 -1140 APPROVED : ��►+ "L�J %C DATE: 7 -�4 -" DAN W. HEIL , R.G.E. 12588 CITY ENGINEER - CITY OF COSTA MESA APPROVED c1,r..YlG 7, DATE; S- 2L'`4 COSTA MESA SANITARY DISTRICT APPROVED _ DATE: PRESIDENT COSTA MESA V10 71SR DISTRICT APPROVED: _ u PORTLANO CONCRETE o, N LL - -_- - I I CEMENT jo cc Ul LL��NF7F n o 0 x .. • f O o I � I I � I 6 "UNTREATED ROCK • e} :. t _ w I 1 / _ - I '. 4 4 BARS 4' LONG, 12" FROM FLOW LINE I R,g• /'.. _ - d _ R_6, - EACH EDGE / 2�' C.C. 3' FROM BOTTOM .— — — - -- — — — -- —G -�= j_� •--y CO d ��'��� I IN EACH ENO. USE BURS, GREIASE LA -�i - •.ter -. ,- OR WRAP ONE ENO OF EACH QAR. $' % ,. DETAIL -CROSS GUTTER -CURB + GUTTER FLOW LINE �.� CROSS GUTTER D 4 - x 4 BARS / 4' LONG , 12" FROM O (n EACH EDGE 24' CC. 0. FROM N GISLER _ BOTTOM / Itf EACH END. USE OF ALL_ EY INTERSECTION ONE ENDgOF EMHEHAR �R WRAP AVENUE NO SCALE L t OF STREET TYPICAL STREET INTERSECTION NO SCALE t� EXIST.MH. _ — — CORIANDER DRIVE CORIANDER DRIVE - -I �— —T _, _ THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR TI = 4., DAMAGES TO EXIST. ALLEY. EXIST ALLEY SHALL I I ill I Q tM REPAIRED PRIOR TO ACCEPTANCE OF I I l / Lu IMPROVEMENTS IN THIS TRACT. I "uvE I l — — — — — LLI - - - - - -1 > I --- - - - -•� I , a I I I I I ,.L E... -yl - - -I EXC.Ny jW —� - -- -- 1- ---i -- -- L - -1 -- -- —1- -- -- L - -L- -- - -L- -J— 1 DATE PLACE I I m w — —� BENCH MARK CITY OF COSTA MESA B.M. 4140 CHIS. "A" T.C. @ 1 /2AI S. W. CORNER GISLER AND HARBOR. ELEVATION : 31.140, 1964 ADJ. ENGINEER'S NOTE TO CONTRACTOR PUBLIC AND PRIVATE UTILITIES AS SHOWN HEREON, REFLECT AVAILABLE RECORD DATA. THE r a I SLIOPE '/4':I 1 6 -CROWN - I - SLOPE' /4 ":I' , 27. m _ LOCATING ALL BE LI ES / y cn I w AFFECTING CTOE SOWORK AND FOR ANYN —__ 0 19 18 17 16 IS 14 13 12 II 10 9 8 7 6 5 4 3 Q' en (i € ^ � W 2 PROTECTION OR DAMAGE TO THESE j Y LIME-TREAT TOP 6' OF SUBSOIL v m 01 J' i W I O LINES. TYPICAL SECTION 26 3 ® F.M. SEE SHEET 2 SN FN, a 0 FN ® a W LtiislriA1di01ri AVE1r1t3E w w CA AWAY /.L"e Mu DRIVE { _ - -- v4We M.H. vaw6 M.u. w w 2 I I . - I I M.N. � I i ' (NO SCALE) I v W w r ® Q® F-;; N N,Q w W w SEE SHEET 3 S 111 'ui 7 w W .7 W W W '1 I I ".. y W w ZS J N 24 N W N 23 J GZ z W .^ G� j H 20 n O, (. CR 7 i (. �•� i•i�1 I'1 fti � W C7 Q w L 10' 10' LEVEL LINE '3 ' A a� -- -- I" LEGEND: N IN D P X KAI ■ 1500 • LUMEN INCANDESCENT UNIT I A.nom +tr _ _.. ,:.�..,��..�. .., �, ...._.��_,«�....�.�.,- ..���:... _.>.�°=- Y..r.,._."....,N:. -�. .,. ,.:.,�.,.:�., ":•, _ 1111. _... ... 1111.. �. ..��aa--- r-- �,w• -�.- _ ,._ _-�= -w (o 6 —1.1, =I LIME -TREAT TOP G" OF SUB SOIL / ✓ - SC A. - -E , ", IB- 7000• LCMCN MERWRY VAPER UNIT TYPICAL SECTION--- l^ALLEY DETAIL - 0 10000•IUMEN MERCURY VAPER UNIT 31 CITY OF COSTA MEGA, TRACT NO 6258 _. _ (NO SCALE) _ OF GUTTER r NO SCALE ®sTnEe7 uAMe slcN. AV NIT, t SHEET 1 OF 5 SHEET S A.nom +tr _ _.. ,:.�..,��..�. .., �, ...._.��_,«�....�.�.,- ..���:... _.>.�°=- Y..r.,._."....,N:. -�. .,. ,.:.,�.,.:�., ":•, _ 1111. _... ... 1111.. �. ..��aa--- r-- �,w• -�.- _ ,._ _-�= -w (o 6 —1.1, =I im .... W4,,:­­'_1-_ , , _ :��,�� —,'--c —,�, --_v­---�---�---� -----­---,�__� ,11-­._,� 1, , , ''� ,_ -- -, �� . 4-"'A1""qPAI,ln,- � - _7 � - � , I -7_7-_-Ti___­ � _-, ' ­­ " : I - 11 7 ­J_ ­ I I ,,-,- -, . I ­ -11 . I I � I 11 I , I "I I I -_,7,r�-,­­�-�__� �­ �_­__,� , , �_ �, ,­ � ­ 1 11,77 , � _7 , 1, 77, 7 , 77 7 _,;� "I _ 1 _�­__.___-,�___',� - I � I __ � � I . I - � �, , -- - -- . . I I � I I . I ­ , I 11 � , %� , ,�, , � I , I . � _� I I I I - - . � I . ; I . . :, I", � . I I CONSTRUCION N07E$: � . ,A � __ � 11 �t, , , , - (1) COWS1 - P M.S. W I SCAL IONT OAR Ukk W/ SC -150 9RIMS CO&T. (D ulow, i 4 -c - P - SSW wt r �' � I . (j) towti. COVAC. turvos � curtirt PITt Va. PLAW I IS. a comill ccc�?.cwqvt �kouss cowwulkows, . (5) cowvl. cowc, vtost t-u-T)m mt VVT&I�, ON, SHENT %I @ cow G; \ukovt M^IW,Gb,lt vb�l.\Jes 4 \wan emVICES � (j) COWS1. COWC. %MLWAILIC. Vfin 4.10. 'PLA,W A 1. (�p CAW`101- VITL% I`4N OrtAW1 ASSlImfloLY P11% C-0-601A ME-bA COO" Woh-IM toltamlel foo. 014jG"I V : I � (i) COW. cowc, fqlloallj�k�14 LAWOINQ ftlt MT1htI..ot4 SH&ST *1 201 2y.. (� wG�i CWA,IW vwv. "IXIL TO 159 MELOCA790. . . (P C01441. cowc. curt% owilf. �� 1000 LUMEN ME%CLRI( 1JAPER UNIT CORAL AVENUE (4 �MV QA,MF. SIGI%I 951 VD, PILA�4 0 I6 SEE SREP-1 we 4. 07 Cowft, tno. 6,"Sl twirlstr-'NoW VISTI, DETAILOM SHMT*j S 4k%A,W00we0 Q� 'MA04SITE VWMIM LkW& �XVPTtOX. 4, %;-Ore?) , 50 CQIASI, Cowt. .w.EN C.01M 'PlZrk DETAIL ON SHIRET 01 2Ibmo\JE 4 'PLUG �iJWERE 17 kWTIRIFERES Wlk C0W61TtUC7IQW- IT � -1 I I I. 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