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S-65-8.1-8.3a' 0./7' M ( I �•0 �j 7 "Asphd/f CanC. Over le '40a, SOSO Wifh '4�1 I ' a'ra "PCC SG 250 Prime Caat C Mal, Cod /. DENVER DRIVE sidewo /k TYPICALyPS�ECTION INTERIOR STREETS At 9' PLAN AND PROFIL E ENGINEER STREET I M P R O V E M E N T S IN DAVID M. WOODS R.C.E. 12979 DATE ENGINE -CITY OF COSTA MESA O d d APPROVED TRACT M O DATE ��- MANAGER- COST MESA COUNTY WATER DISTRICT N THE CITY O F COSTA MESA APPROVED ��� / �s e s CALIFORNIA DATE PRESIDENT- COSTA MESA SANITARY DISTRICT /3' /3" fuf rQ /rA rovamrnf __!0' _ r� /0' - 2en70 a eni by pove enf a' 017' ; L_t------ c 14 �. ? "ASPho /f Canc. owr a "Agp 61a5a/� O p W/m S,:.- 250 Pr1}ne Cal7t 8 $eb/ Cant I V . a•rt'P.c.c. 7iJR1/ "C "Curb L Buher 9idewo /k �yl '� — � � — , � P'AULAR /NO Sam Sewer IX S N T,�y Z " � —�BF S.L. ,q Q, y_ �{✓OIQr o, TYPICAL. SECTION PAULA►R1140 A►VE. — a �; " ;� v 8 j 7 6 5 4 3 a i h ; i \: °N u ltt 1 /3' 20' 20' /0 / /3' .� 0 IV 4' an S Exas n9 Improvement (6,Ct��n .o o.oa' ��<° S` %A "; ` Ni ENYE MN�1 SHTEP3Sewe/ ,; i 25 i t L���__ 4•- 4'P.C.C.SideWa /F 3 y I I Ar ha# Cone, over 4 Agg�Sose w/fh � -� y 24 ?3 22 2/ 20 Sc 25o Prv�re Co of / Sevloof I 26 ;Type 0 "Curi Guffer `)0 ; ''Feo /her over oa necessary lo make `join. TYPICAL � } SECTION 6ABB ST. BAKER STREET INDEX MAP ' Lip 0/1 CuMfer - Er00175 b do /r!f Concrete Gpron ?5 COrscrefe Cmss 4' t Cutter B rn/ck Porf /end Cemrnf Concrofe E,rocnsion xpc>7sion � �"�- 6 "Agcreyd,Y 9bse ::oin` r,o/nr 6 i2" d Bcrr G' long, /?" Prom 4. 4 t>7n 4 "/o Z "Prom eoC7 eqq¢ e4" O. C, 7, Prom eoc/1 eage, Of 9" Prom �MOm //7 edC,7 e,�d Ise _417700th tpo t m, in ecc,'7 4nO. use tz?re �recse or Wroo one end gmaof.h Ilq-s ease ar w/V�o o cc h tnr. Cne ¢� Or ¢:.5 bar COETAIL - CROSS GUTTER SECTION - CROSS GUTTER APPROVED �jO- 4rQ�li DATE SENERAL NOTES, STdT /ON /NG /ILFEQS 73 THE L OF STREETS, ' CURB DATA QL FERS TO FACE OF CURB. ALL MORK $HALL CONromM TO THE $TANOAR09 00 719E C /TY ar COSTA MESA ANO SHALL ®Q.. COMPLLTLD TO THE SAT /S FACT /0N OF• 719E C /TV CcNG/NELR. 719E WATER f#`57'" SHALL CONFORM 7b THE 6TANOAR09 OP TML COs Td MESA j CouvTY WATER D/!TRlcr -- — 71 714& SEWEA2 3TQ CT S a.VL�e TZSWALL /E 1"'rALLLO TO CONFORM TO COSTA MESA SAN /TAKY /AVENUE WHERE DRIVEWAY DEPRESSION! ARE CONSrRUCTED� Tirt Da/VLWAv AOPROACHES SHALL BE CONSTQUC TEO TO PROPERTY L /NE PLR ClTV OF COSTA ME5A STANDARDS j V911 ANO Ne /2, rm. S.L. AFrLR ASPHALT CONCQETL NA! BEEN oPElv 7b TRAiF/C roa A PER /OO OF NOT LEls THAN FOu4 (4) WELKf d $SAL COAT C0NS 15TINE OF AN ASf^IALT /C EMUL510N SHALL SE ALL UNOLRCRO{/NO WORK SMALL BS COMPLSTSd PRIOR 7b PAV11Vf. STaE /7 LIGHTS TO AN /NSTALLLO YAVWN 7W610 �`• - - FlRE NYORANTS 7b 8E INSTALLED SHOWN THUS o. �:y •'•ti PARKWAY TRE63 WILL SE' PLANTED IN ACCORDANCE WITH THE 2EQu1REMENTa bF T46 CITY OF C057A MESA STREET SUPERINTENDENT. '.,. SEWER SYSTEM: 6 "VCR HOUSE CONNECTION! 59ALL OF CON! TRL/CTEO FQOH 719E SLWER I. SEWra CONTRACCTO.O WITH A "PLOT PLANO' /ND /CHAT NGVTHL RECOMMENOEONGOCArAON CONNSCTONs FOR EACH LOT P0109 TO 7WE fEwER AWN CONSTRUCT /ON. OF THE NOOSE ,yxy ag •'' - ALL SLWER !/OUSE CONNECT /ON! SNdLL 9E PLACED PRIOR 7b THE $41RFAC /N6 aF 9TREi TS. �' ALL SEWER MANHOLE FRAM95 Alva COVER! !HALL OR LEFT a" ldELe*v GRADE. THE SEWER Op�I C NTRALTOR 91IALL Rd15E THE MANHOLE FRAMES ANO COVLR6 TO F /N /SNEO CRAOL AFTER S.L. x ^, _ 10 STREET SURFACING /! COAIPLETSO• - { r � Q `✓ SLWER BTAT/ON/NQ ON 71901E PLANS REFERS TO Q OF SLWER ONLY SHOWN ^% SC AL S7REE7 NAME S/6N9 To 9S INSTALL EO (STD. PLAN W /7J SHOWN -r /8 CLAY PIPE JOINT COMPOUND SNAIL BE CP. L .) C - 60 MERMAN /CAL COMPRESSION JOINTS SHALL BE "WEDGE LOCA'- 'SPEE'O SEAL .NAINUNE "O,P APPROVED EQUAL. /N NO CASE WILL JO /NT /NG ow-rERiAL USING #EAT PORTLAND CEMENT MORTAR OR GROUT BE PERMITTED. ESTIMATED QUANTITIES f i STREETS' EXCAIAT/ON 4 00 Yd's:- - FINISHED j, GRADE 1 1 ?"ASPHALT CONCRETE - -- — - -- -.I 2`ASPHALT CONCRETE (TEMPORARY? __ '_- -'- 37507 SF AGGREGATE •— _-- _-- - - - - -- 853 Ionp oTE No. 1 S I SEAL COAT----- _------- _--- - - - -�� 43$ EMENT. 17, 2oCK I GR /neE COAT --- _------- ___ - - -_ -- 1042 INA I'3 4 2LaTlo, TVPE "D "CLIR.Z AA.'O RE5 PELT IV E LY. Z I I TYPE "C" CS ACUTTE?—� -- ---- -_— _ _ _ - - - - -- /.246 LLL. .f i CG 4B¢ R B ONLY C RErURNS -- -- - -- - - //B CFOS6 GUTTER ANO /'0/0 S.F CONCRETE SIDEWALK C4 "Xa J - - -- ______________ i 6, 23B S F Qom: � b �SGE NOTE N° 1): $TRELT LIGHTS_--- __--- �----- -_ - -_— 6 EO. - _ STREET 4 /GNS -- ------- - - - - -_ 1 Eo. _ GUARD !PANEL---- - - - - -- _ 200o P51 /28 DAY Q � � 1•- �" 1," a•• - -- -- -- 4g L.F READY•MtX Co NCRETE: I QIi FL lZ AS5E37'0S CEMENT 6i/A7,ER I- MAIN - -- _ —_ - -- 5/4 L. � /�'CA LE TE VAVS- ----- ---- _..- .- ...---- -`. —__ C' ASBESTOS CEMENT iNATER M.AlN - -- 520 C" r,5Z VAL t Z_A E3 - -- Z Eo. %PATER SE RV,CES - - - - -_ — .------- - - -_�• ' F;.QE hlYLJ.7ANT8 —_ —_ 26 Ems. ° EY4V APP,eo_ AC—ff a o PAPrwAY ?.PEES_— _ S.'- ___- - - - - -- �29 Z-4, � � 1/4" STEEL 5200 . SEWERS: � • B VCR SEWER MAIN----------- - - -_ -- le30 [.` 6' VC.P HOUSE CONNECT /O NS - -- _��. 8!Z - G A- A, - CEMENT CLEAN SANp,AT , ' STANDA,PO MANHOLES----- _---- _--- _ - -_ -_� 4 E4. RAT 10 of TNREH SAGiCS TO ONE YA2O REBpECTIVELY. - ` BAGK FILL B�• CSeE NOTE Nei)) CEMENT !y� ALLUVIAL 'SOIL WITH LITTLE opt NO BAND, AT A 12A7f10 of - - T1Af2EE SACKS To oNE YAP-D,, QES PECTIVELY. - -: oR: BOTTOM OF V+LELL B E N C H MARK CLEAN WELL PUODLED MUD, '5uG�l - AS ROTAQ.`/ oij BENTON 1"T E , [3" IN THE TOP OF CURCS ON SOUTH S/OL OF SAKEQ 571 Alva 5' EAST OF Q 2ASS ST, PQQOUCGO. -ELEV. 3570 C/TV OF COSTA 4!ES.4 DATUM ' • l DETAIL FcQ TZAR 15ACKgrILLING+1 OF A®AIJOONED WATER WELLS TRACT N9 S442 SHEET I OF 3 SHEETS t • 00'r-,q a j W'.1 :74 1 "R we l i E] ! 1 4 CURVE DATA d = /7 °27'37" ' `...! R =250.00' L 76. /8' T = 38.39' Z CURB CURVE DATA CURB CURVE OATH d: 17°27137" d =17'26'57" R. 270.00' R = 230 y ° L • 82.28' L = 7005' k b T = 4/•46' T. 35.30' • * II m r0 t9�7 9� "l, ri I /2 /3 14 /5 16 17 4, I * CURB REr DATA y l li - o Z CIO�IV .39.27 O9 ; °'�b1yo yi0 �� - �3•� - �i�'ii_t .I�'� / t� F e, is _50'4 =ez3 qA° o 3 { ' � y' { � ' ' '',•lei ° ' tV y /� y, °59.90 .•' C9.25' 56.35' S6.35' 56.35 5,0.35' �I u:',', t:� s _ - f ..,E , , ° --. ••,._. x _ ) F//60+ ° „ •; cv •yl ,VO 5 4z17 �'' 'C 0 k� Q• ! `� I -E��1 CURB RET OdTd Igo d: 00.00'00" P0_04' 46.43 - - — - -- _ - - 10 R= 25 / 5 5 •y', 49.43 56.35' 56.35' 56.35' 56.35' 56.37' �ilgic =39.27 I I 1c �gr , Co sf Nell Al R. G h 110 � / l i � _ tl L3 25 D �/l �X I (� I Sfrt E•C 2t 00.32 / vQ e !, i dip• H, © /O� �r��l �i 3 20' 2 3' I =�' S RB CUVD7•A CB CURVE DAT;I 4 C p n q�5 /7.27'37" Jr d= /7'26'57" L, j •1 - q %6 95/ 8:230.00' i R: 270.00' 23 2? 2/ 20 /9 18 I ,) T. 35. J 32' T, 41.43' SASS STREET I cuRVE DAT.4 J`'r—L SNE;ET iii -° 2. R 250. 00' L • 76. /4' 7- 38.3/0' 847NCH MARK= "o" in the fop oP Curb on 904WA S /•o% of Baker Sfreef end 5.00 beef Evsf Q0 j 8066 S/ree! Produced E/e City O// CoSfa Meso Dalgm DENVER • A VENUE PL,A SCALE: Pv = 40' 6 IL i3191 U P /uq. ° sf .91d' se 2 CONSTRUCTION NOTES /O Consfracf 2 "A. C. Pavement over 40Ayyreyofe Base wifh SC- 250 Prime Coa Seo/ Coa>< OConsfruci Type D" Curb f Gulfer Per Sfd. P lan No. 6. 5 Consl Std P.C.C.. Sidewalk 4" Thick 4' Wide. 6 Consfrucf Timber rivard :Poi /per Sfd. P /on No. 14. 7O Consiracf 8' vC. P. Server Main wifh Sfandard Manholes On Of s" P C. P. youse Lolero /s. OInsfo /I Sfreef Sign Per Sfd. Plan /Vo. 17 gO Consfrucf 6 "As6es&s Cemenf Wafer Main Oofe f/a/ves, Type A -Fire Hydrants, and House Services. f _ r l i E] ! 1 4 CURVE DATA d = /7 °27'37" ' `...! R =250.00' L 76. /8' T = 38.39' Z CURB CURVE DATA CURB CURVE OATH d: 17°27137" d =17'26'57" R. 270.00' R = 230 y ° L • 82.28' L = 7005' k b T = 4/•46' T. 35.30' • * II m r0 t9�7 9� "l, ri I /2 /3 14 /5 16 17 4, I * CURB REr DATA y l li - o Z CIO�IV .39.27 O9 ; °'�b1yo yi0 �� - �3•� - �i�'ii_t .I�'� / t� F e, is _50'4 =ez3 qA° o 3 { ' � y' { � ' ' '',•lei ° ' tV y /� y, °59.90 .•' C9.25' 56.35' S6.35' 56.35 5,0.35' �I u:',', t:� s _ - f ..,E , , ° --. ••,._. x _ ) F//60+ ° „ •; cv •yl ,VO 5 4z17 �'' 'C 0 k� Q• ! `� I -E��1 CURB RET OdTd Igo d: 00.00'00" P0_04' 46.43 - - — - -- _ - - 10 R= 25 / 5 5 •y', 49.43 56.35' 56.35' 56.35' 56.35' 56.37' �ilgic =39.27 I I 1c �gr , Co sf Nell Al R. G h 110 � / l i � _ tl L3 25 D �/l �X I (� I Sfrt E•C 2t 00.32 / vQ e !, i dip• H, © /O� �r��l �i 3 20' 2 3' I =�' S RB CUVD7•A CB CURVE DAT;I 4 C p n q�5 /7.27'37" Jr d= /7'26'57" L, j •1 - q %6 95/ 8:230.00' i R: 270.00' 23 2? 2/ 20 /9 18 I ,) T. 35. J 32' T, 41.43' SASS STREET I cuRVE DAT.4 J`'r—L SNE;ET iii -° 2. R 250. 00' L • 76. /4' 7- 38.3/0' 847NCH MARK= "o" in the fop oP Curb on 904WA S /•o% of Baker Sfreef end 5.00 beef Evsf Q0 j 8066 S/ree! Produced E/e City O// CoSfa Meso Dalgm DENVER • A VENUE PL,A SCALE: Pv = 40' 6 IL i3191 U P /uq. ° sf .91d' se 2 CONSTRUCTION NOTES /O Consfracf 2 "A. C. Pavement over 40Ayyreyofe Base wifh SC- 250 Prime Coa Seo/ Coa>< OConsfruci Type D" Curb f Gulfer Per Sfd. P lan No. 6. 5 Consl Std P.C.C.. Sidewalk 4" Thick 4' Wide. 6 Consfrucf Timber rivard :Poi /per Sfd. P /on No. 14. 7O Consiracf 8' vC. P. Server Main wifh Sfandard Manholes On Of s" P C. P. youse Lolero /s. OInsfo /I Sfreef Sign Per Sfd. Plan /Vo. 17 gO Consfrucf 6 "As6es&s Cemenf Wafer Main Oofe f/a/ves, Type A -Fire Hydrants, and House Services.