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HomeMy WebLinkAbout5405-2r` Of �i o �4 m' �'ac� z v o 0 (10 �(CD, N n m EXISTING GRADE o `� "� �� CONSTRUCTION NOTES CD + �' ^ �z -0 z o� 0 3 �z� ma' _3 1 SAWCUT EXISTING PAVEMENT. q o too O + + ~ tri P O @ PROPOSED R W. co Q o QM �M _ U - --� N ca �n o c� o co �3c� + fA �i M O M + X O p F- ff + p U W CCI + Q N pt+G 3 + Z� UJ C..7 0 0¢ o O �W o O o U N U U or `D Ln 3 00 + Ecco 0o zQ 2 REMOVE EXISTING ASPHALT PAVEMENT. \2.789;) , �b Qo O o o M O EXISTING 8 C&G o +►- Q +� Z� U W m p��Q�i� U��3 v rte- �Q. 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J 0" CF 0" CF N{ ;-, ADA PATH D VEL N oz 1400 Op Lu NO O N M''' 00 0 o 4OO J N O REMOVE EXISTING TELEPHONE POLE AND EXISTING ABOVE - 0' CF x X 0" CF ®cn N� +� +o�� o, O vXU + cl C/L 1400 MEDIAN LT. 1400 MEDIAN RT. 1400 PROPOSED TOP OF 6" MEDIAN CURB @ 3' RT 10+00 L Y .'A P. �. M S. BASE U < - C, Q o� M LO Oto CD W ��Qw + C) o 0 CD o�m® +� o Lq-.4- -0.30% M.B.150/24-25 M LOD ------- ----------- -0.46% -- +o o ¢ z \wW -0.37% ±O 10+00 L Y .'A P. �. 10+00' - S. BASE U < - N - - Q o� U STA 10+00.00 BASELINE RD FO CD W ��Qw + C) o 0 CD o�m® +� Li APN: 0243-221-19-19 -0.30% M.B.150/24-25 10+00 L Y .'A P. �. 11+00 o O o 40 CD co O 0 N O> O d (-0.63%) M (-0.647.) 0. 10+00' - S. BASE U < - N - - Q o� U STA 10+00.00 BASELINE RD u -Q a Q STA 10+00.00 LAUREL AVE. W D U C, -CL U) N�'Z N{ + trio .5 o w +O-��gM+O trig p LndpJ -4- APN: 0243-221-19-19 g M.B.150/24-25 M 11+00 o O o 40 CD co O 0 N O> O d (-0.63%) M (-0.647.) 0. 90' TRANSITION S. BASE FROM 7 LEFT OFC L M TO 3' RIGHT OF C/L Q o� !¢ �a 0- w Q J M f` M W KJ N apZ O~ Cl O D U C, -CL �t��0�n'Oco co N�'Z N{ + trio .5 O~ o z o a, +O-��gM+O trig p LndpJ -4- p0� -0.35% ---- C+14 50.47% - X0.47%En c+" 0.47% M � Lij o d ------- ----------- -0.46% -- 12+00 111VIA 40M o� 10 12 16 17 I` 0 49% 0 0 0 O + 13+00 EXISTING FS o UNDERGROUGROUND IND BY OTHERSLITIES AND ERHEAD UTILITY LINES TO BE ADIOS -FLOW NE ao� PEI PER PLAN @ C/L 9O PROTECT IN PLACE. RB CD CD o �c 0 CONSTRUCT 5" AC PAVEMENT OVER 6" CRUSHED o a0 CDN p o AGGREGATE BASE OVER 24 COMPACTED SUB -GRADE "CF + o o n o N AT 95% COMPACTION (TI = 10). THE PAVEMENT o 3 z 7 + o + Mo SECTION SHALL BE DESIGNED BY GEOTECHNICAL m '- ¢ -0.66%) 2 �_ �_ ENGINEER USING "R" VALUES FROM THE PROJECT SITE = z A (-0.37%) F- AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. CL z - J ~ J 11 CONSTRUCT 8" CURB &GUTTER PER CITY OF RIALTO STD. NO. SC -200. C/L OCONSTRUCT 6" MEDIAN CURB PER CITY OF RIALTO Wa PROPOSED TOP OF 6" STD. NO. SC -202 TYPE 1. CF 3 CONSTRUCT 6' SIDEWALK PER CITY OF RIALTO STD. NO. R/W MEDIAN CURB @ 7' LT 1400 sc-208. EXISTING FINISH SURFACE EXISTING TOP OF 6" Q4 CONSTRUCT CURB RAMP PER SPPWC STD PLAN 111-4 14' AT CEN ER LINE MEDIAN CURB @ 7' LT CASE -A TYPE1. C) m ,Yo: Q5 CONSTRUCT PARKWAY DRAIN PER SPPWC STANDARD 9' 5' po 0 00 m Xv v DRAWING 151-2 INLET TYPE 2. 00 o � � a'®z w co 10 � rn rn � Q6 CONSTRUCT CONCRETE MAINTENANCE WALK ADJACENT TO +o O,r,i ,�,,� ¢ ,� `n O n n ,,i In MEDIAN CURB, 4' THICK 18 WIDE. -0.39% n + �o� + pv o + r�i 7 SAWCUT, GRIND 0.10' MIN. AND 0.10'MIN OVERLAY PER ® m v + O DETAIL ON SHEET 1. EXISTING FINISH SURFACE AT CENTER LINE PROPOSED TOP OF 6" `. co -0.33% _ - (-0� ADJUST SEWER MANHOLE TO GRADE. O9 STREET LIGHT TO BE INSTALLED AND SUPPLIED BY SCE PER STREET LIGHT PLAN PPD NO. 2398. R=VARIES w z _i m 8" CF S. BASE J M F J Q o� !¢ �a 0- V Q J LL)w 18 co 9 NZD 3N 10' LANDSCAPE cn z Xw 3 EASEMENT LINE �w3 OM � Lij o d M C) U = o W O0 U o ¢ z \wW _Z U) Z� �wW OJ N ±O W-1 w +Qm M Z f- JQa � J J Z H Z --f ww QMJQ W~V �-- U- 3 Ow ����11� 3CDZcn- Qw F -w O HC"J M cnt Q CMZ UZ3lL HQZJLXU NCL cnQ w w R=1.00' >-a00u llyv(n 6 M __j 3 ���Iw \l"3z NQ X X3 wm T=13.12' w >v U - M M a 00 v �W 3¢ W PROP. R U N 13 ��a_ o� 111VIA 40M o� 10 12 16 17 I` 0 49% 0 0 0 O + 13+00 EXISTING FS o UNDERGROUGROUND IND BY OTHERSLITIES AND ERHEAD UTILITY LINES TO BE ADIOS -FLOW NE ao� PEI PER PLAN @ C/L 9O PROTECT IN PLACE. RB CD CD o �c 0 CONSTRUCT 5" AC PAVEMENT OVER 6" CRUSHED o a0 CDN p o AGGREGATE BASE OVER 24 COMPACTED SUB -GRADE "CF + o o n o N AT 95% COMPACTION (TI = 10). THE PAVEMENT o 3 z 7 + o + Mo SECTION SHALL BE DESIGNED BY GEOTECHNICAL m '- ¢ -0.66%) 2 �_ �_ ENGINEER USING "R" VALUES FROM THE PROJECT SITE = z A (-0.37%) F- AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. CL z - J ~ J 11 CONSTRUCT 8" CURB &GUTTER PER CITY OF RIALTO STD. NO. SC -200. C/L OCONSTRUCT 6" MEDIAN CURB PER CITY OF RIALTO Wa PROPOSED TOP OF 6" STD. NO. SC -202 TYPE 1. CF 3 CONSTRUCT 6' SIDEWALK PER CITY OF RIALTO STD. NO. R/W MEDIAN CURB @ 7' LT 1400 sc-208. EXISTING FINISH SURFACE EXISTING TOP OF 6" Q4 CONSTRUCT CURB RAMP PER SPPWC STD PLAN 111-4 14' AT CEN ER LINE MEDIAN CURB @ 7' LT CASE -A TYPE1. C) m ,Yo: Q5 CONSTRUCT PARKWAY DRAIN PER SPPWC STANDARD 9' 5' po 0 00 m Xv v DRAWING 151-2 INLET TYPE 2. 00 o � � a'®z w co 10 � rn rn � Q6 CONSTRUCT CONCRETE MAINTENANCE WALK ADJACENT TO +o O,r,i ,�,,� ¢ ,� `n O n n ,,i In MEDIAN CURB, 4' THICK 18 WIDE. -0.39% n + �o� + pv o + r�i 7 SAWCUT, GRIND 0.10' MIN. AND 0.10'MIN OVERLAY PER ® m v + O DETAIL ON SHEET 1. EXISTING FINISH SURFACE AT CENTER LINE PROPOSED TOP OF 6" `. co -0.33% _ - (-0� ADJUST SEWER MANHOLE TO GRADE. O9 STREET LIGHT TO BE INSTALLED AND SUPPLIED BY SCE PER STREET LIGHT PLAN PPD NO. 2398. R=VARIES w z _i MEDIAN LT. SPPWC 110-3COMMERCIAL E PLANS FOR WIDTH, SEE VEWAY APPROACH PER EPVMT. SLOPE 1�4� PER FT _ _ --LEVEL-UNE- SPPWC 1400 MODIFIED DETAIL ON SHEET 2. 1" CF 6� 2%TYP MPX 21 ADJUST TO GRADE EXISTING ELECTRICAL MANHOLE. MEDIAN CURB 7' RT. �, EXISTING TOP OF 6" Q REMOVE AND REPLACE PORTION OF EXISTING CURB AT SAWCUT SECTION A A• CURVE RADIUS. Z MEDIAN CURB @ 7' RT. ops O ~ � _v, ©3 PROTECT IN PLACE EXISTING CURB AND GUTTER. NOT TO SCALE pow o R ���®z ; o O RECONSTRUCT EXISTING CROSS GUTTER PER CITY OF 'q- + c) +o tnoozo� `n o'N 24 RIALTO STANDARD DRAWING NO SC -216. MODIFIED DRIVEWAY APPROACH tr' i ���® o+ o o O CONSTRUCT 8" CURB PER CITY OF RIALTO STANDARD -0.38% co � C, 25 DRAWING NO SC -202. BASE LINE ROAD PER SPPWC STD. NO. 110-3 TYPE - =0.39%) ----- 26 REMOVE EXISTING CURB AND GUTTER. PROFILE SCALE: MEDIAN RT . © INSTALL 6" DIA. DUCTILE IRON PIPE PER CITY OF RIALTO HORIZ. - 1" = 40' STD. SS -206 VERT. - 1" = 4' 1400 Q TRENCH BACKFILL PER CITY OF RIALTO STD. SC -231. 14+00 15+00 16+00 17+00 29 CONSTRUCT SEWER LATERAL CONNECTION PER LAUREL AVENUE CITY OF RIALTO STD. SS -209-0. PARCEL A CERT. OF COM. No. 150 9/17/2004 INST. 2004-0680215 APN: 0240-241-52 OWNER: CARLOS RODRIGUEZ ADDRES C-4 Mw m 8" CF S. BASE I M F J c+o !¢ �a 0- V Q J ZO 18 co M 0- MEDIAN LT. SPPWC 110-3COMMERCIAL E PLANS FOR WIDTH, SEE VEWAY APPROACH PER EPVMT. SLOPE 1�4� PER FT _ _ --LEVEL-UNE- SPPWC 1400 MODIFIED DETAIL ON SHEET 2. 1" CF 6� 2%TYP MPX 21 ADJUST TO GRADE EXISTING ELECTRICAL MANHOLE. MEDIAN CURB 7' RT. �, EXISTING TOP OF 6" Q REMOVE AND REPLACE PORTION OF EXISTING CURB AT SAWCUT SECTION A A• CURVE RADIUS. Z MEDIAN CURB @ 7' RT. ops O ~ � _v, ©3 PROTECT IN PLACE EXISTING CURB AND GUTTER. NOT TO SCALE pow o R ���®z ; o O RECONSTRUCT EXISTING CROSS GUTTER PER CITY OF 'q- + c) +o tnoozo� `n o'N 24 RIALTO STANDARD DRAWING NO SC -216. MODIFIED DRIVEWAY APPROACH tr' i ���® o+ o o O CONSTRUCT 8" CURB PER CITY OF RIALTO STANDARD -0.38% co � C, 25 DRAWING NO SC -202. BASE LINE ROAD PER SPPWC STD. NO. 110-3 TYPE - =0.39%) ----- 26 REMOVE EXISTING CURB AND GUTTER. PROFILE SCALE: MEDIAN RT . © INSTALL 6" DIA. DUCTILE IRON PIPE PER CITY OF RIALTO HORIZ. - 1" = 40' STD. SS -206 VERT. - 1" = 4' 1400 Q TRENCH BACKFILL PER CITY OF RIALTO STD. SC -231. 14+00 15+00 16+00 17+00 29 CONSTRUCT SEWER LATERAL CONNECTION PER LAUREL AVENUE CITY OF RIALTO STD. SS -209-0. PARCEL A CERT. OF COM. No. 150 9/17/2004 INST. 2004-0680215 APN: 0240-241-52 OWNER: CARLOS RODRIGUEZ ADDRES C-4 Mw W S. BASE LINE AVEN Q� 9 c+o -�, M CL cowQ� ZO 18 co >- Q NZD 3N O cn z Xw +�N O f- �w3 OM � Lij o d M T= o z ¢ ^ } CD ZW A=180'00'00" W-1 w +Qm 19 0CD Z O to + W p`-2 X J W F O HC"J M cnt W N¢ M�� �� cnQ A=90'00'00" R=1.00' >-a00u o �°O``' ���Iw +J EXIST. R W wm T=13.12' � 3U - M M a Cn3t� w w �W 3¢ W PROP. R U N 13 ��a_ o� a ON OWN MA RWA i mem. him paw N D - - - - - L,, - J o - ^ --- n �....-^--....- Z OQ- If +oM +U~ �"~ +�~ - BASE LINE ROAD - ,6 N�j Q_ rna� N�� LO a- o 17 10 a¢ ~�® �aN PQM - CN Q 2 12 w wo cn �o� Qo® ¢o® N z cnm®N� N� 9 ¢ S89'37' 41.91"W n EX. R W 1204.595 APN: 0243-231-08 T073 M.B.178/99-100 + PROPOSED MEDIAN CURB (Sl ADJUST MANHOLE TO GRADE AND PROVIDE 12" SPACING TO RADIUS MEDIAN CURB 8 SEWER MANHOLE DETAIL MEDIAN CURB NTS MndQrrgrro��d Call: TOLL FREE 1-800 227-2600 MARK REVISIONS TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: AC DRAWN BY: AC CHECKED BY: HA OWN 17 J of U CL Go 8 O O M + + to i¢ � N �k TO BE VERIFIED PER SOIL REPOR- THE QUANTITIES SHOWN HEREON ARE ESTIMAT SHALL PREPARE THEIR OWN QUANTITIES AND RC ! ��iJ�� p j\l \ l-1 J J F APN: 0240-241-60 OWNER: LOCUST & LINDEN FUND IX LLC ADDRESS: LOCUST AVENUE N.A.P. W c0 � N 17+00 _ APN: 0243-231-0E M.13.178/99-1 OC LOCUST AVENUE I I ( I p I + I I I &� mo LCD Z+ ¢+ wN N O N¢ U Q Mtn o N I 1 0+00 =S ONLY. THE CONTRACTORS 31 A COMPLETE JOB. I I I I I I I I o� CCD to I I 1 0.2% (1404.49) 24 V 405.80 1405.93 FS 2.0% BW \ EXISTING 9� PROPOSED \ FH >� R/W \ 13 EXIST.. 1405.53 \ 4 . _. .R/W.. BW \ 1405.4 N 1405.2 PROP. 6TC :. �d' FS / 9FL \mss \rs 14 " R W 405.42.:° 24 0� FS 4.6 C 13 " CF q 1405.5.08. 404.62 _TC \ _ 1405.00 0 CF /q A 'CF 405.18TC 404.51 FL 3 , �9- Q 057 4 ADA RAMP DETAIL O A ---BEARING M HN TANGENT Q� 20 c+o a 3 Q �� J U O U 7o N� 0 3�U O co >- Q NZD 3N O a P a N U Ia C � Lij o d M OWN 17 J of U CL Go 8 O O M + + to i¢ � N �k TO BE VERIFIED PER SOIL REPOR- THE QUANTITIES SHOWN HEREON ARE ESTIMAT SHALL PREPARE THEIR OWN QUANTITIES AND RC ! ��iJ�� p j\l \ l-1 J J F APN: 0240-241-60 OWNER: LOCUST & LINDEN FUND IX LLC ADDRESS: LOCUST AVENUE N.A.P. W c0 � N 17+00 _ APN: 0243-231-0E M.13.178/99-1 OC LOCUST AVENUE I I ( I p I + I I I &� mo LCD Z+ ¢+ wN N O N¢ U Q Mtn o N I 1 0+00 =S ONLY. THE CONTRACTORS 31 A COMPLETE JOB. I I I I I I I I o� CCD to I I 1 0.2% (1404.49) 24 V 405.80 1405.93 FS 2.0% BW \ EXISTING 9� PROPOSED \ FH >� R/W \ 13 EXIST.. 1405.53 \ 4 . _. .R/W.. BW \ 1405.4 N 1405.2 PROP. 6TC :. �d' FS / 9FL \mss \rs 14 " R W 405.42.:° 24 0� FS 4.6 C 13 " CF q 1405.5.08. 404.62 _TC \ _ 1405.00 0 CF /q A 'CF 405.18TC 404.51 FL 3 , �9- Q 057 4 ADA RAMP DETAIL O A ---BEARING o' TANGENT m NSI c+o a 13 Q� a+�o N wN o `o r co >- Q a o Q 3N N IQ a P a C OWN 17 J of U CL Go 8 O O M + + to i¢ � N �k TO BE VERIFIED PER SOIL REPOR- THE QUANTITIES SHOWN HEREON ARE ESTIMAT SHALL PREPARE THEIR OWN QUANTITIES AND RC ! ��iJ�� p j\l \ l-1 J J F APN: 0240-241-60 OWNER: LOCUST & LINDEN FUND IX LLC ADDRESS: LOCUST AVENUE N.A.P. W c0 � N 17+00 _ APN: 0243-231-0E M.13.178/99-1 OC LOCUST AVENUE I I ( I p I + I I I &� mo LCD Z+ ¢+ wN N O N¢ U Q Mtn o N I 1 0+00 =S ONLY. THE CONTRACTORS 31 A COMPLETE JOB. I I I I I I I I o� CCD to I I 1 0.2% (1404.49) 24 V 405.80 1405.93 FS 2.0% BW \ EXISTING 9� PROPOSED \ FH >� R/W \ 13 EXIST.. 1405.53 \ 4 . _. .R/W.. BW \ 1405.4 N 1405.2 PROP. 6TC :. �d' FS / 9FL \mss \rs 14 " R W 405.42.:° 24 0� FS 4.6 C 13 " CF q 1405.5.08. 404.62 _TC \ _ 1405.00 0 CF /q A 'CF 405.18TC 404.51 FL 3 , �9- Q 057 4 ADA RAMP DETAIL O A ---BEARING RADIUS TANGENT LENGHT Q A=90'06'37" R=35.00' T=35.07' L=55.05' MA I'M OWN 17 J of U CL Go 8 O O M + + to i¢ � N �k TO BE VERIFIED PER SOIL REPOR- THE QUANTITIES SHOWN HEREON ARE ESTIMAT SHALL PREPARE THEIR OWN QUANTITIES AND RC ! ��iJ�� p j\l \ l-1 J J F APN: 0240-241-60 OWNER: LOCUST & LINDEN FUND IX LLC ADDRESS: LOCUST AVENUE N.A.P. W c0 � N 17+00 _ APN: 0243-231-0E M.13.178/99-1 OC LOCUST AVENUE I I ( I p I + I I I &� mo LCD Z+ ¢+ wN N O N¢ U Q Mtn o N I 1 0+00 =S ONLY. THE CONTRACTORS 31 A COMPLETE JOB. I I I I I I I I o� CCD to I I 1 0.2% (1404.49) 24 V 405.80 1405.93 FS 2.0% BW \ EXISTING 9� PROPOSED \ FH >� R/W \ 13 EXIST.. 1405.53 \ 4 . _. .R/W.. BW \ 1405.4 N 1405.2 PROP. 6TC :. �d' FS / 9FL \mss \rs 14 " R W 405.42.:° 24 0� FS 4.6 C 13 " CF q 1405.5.08. 404.62 _TC \ _ 1405.00 0 CF /q A 'CF 405.18TC 404.51 FL 3 , �9- Q 057 4 ADA RAMP DETAIL O A ---BEARING RADIUS TANGENT LENGHT Q A=90'06'37" R=35.00' T=35.07' L=55.05' B A=34'41'00" R=50.00' T=15.61' L=30.27' C -180'00'00" R=2.00 T= L=6.28' D A=180'00'00" R=2.50' T= L=7.85' EO A=7'03'48" R=100.00' T=6.17' L=12.33' F A=90'00'00" R=1.00' T=1.00' L=1.57' G A=29'23'46" R=50.OD T=13.12' L=25.65' SCALE 1"=10' U W d Ln + O Q CITY ENGINEER, R.C.E. 51152 DATE CITY OF FONTANA DWG. NO. 5405 SEAL -DESIGN ENGINEER PREPARED UNDER TH SUPERVISION OF: CIVIL ENGINEERS CITY OF RIALTO FESS A / OThienes Engin eerinq, Inc. O ! HA DOOK I. AGHAIAN, RCE 43293, EXP. 03/31/2018 DA E� / V C lL ENGINEERING LAND SURI/EYING STREET IMPROVEMENT PLAN I AC'S'y�y�y RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: 14349 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 90638 BASE LINE ROAD = z L7LJPH.(714)521-4811 FAX(714)521-417.3 OF 3 SHEETS * R.C.E. NO. 43293 * CARLETON W. LOCKWOOD, JR, RCE 45935 DATE STA 10+00.00 TO STA 16+40.07 J' APPR. DATE Exp. 3-31-18 APPROVED BY: BENCH MARK: CITY OF RIALTO BENCHMARK "061-88" ELEVATION = 1466.765' (NAVD '29) CAL -TRANS BENCHMARK "19-C-88" �F C/ V,�' OQ` DESCRIPTION: FOUND CAL -TRANS BRASS DISC SET IN TOP OF CURB 0 END NORTHWEST RETURN 32 FT. FOR: SHAW PROPERTIES c DEVELOPMENT & CONST. A 92 OF C A�\F NORTH OF CENTERLINE CASMALIA STREET 67 FT. WEST OF CENTERLINE AYALA AVE. 1300 BRISTOL STREET, SUITE 290 NEWPORT BEACH, - PPD No. 2398 PLAN No. ROBERT G. EISENBEISZ PUBLIC WORKS DIRECTOR CITY ENGINEER RCE 54931 DATE PHONE: 949 640-4800 FAX: 949 759-561199 Last Update:6/13/16 0:\3200-3299\3299\3299b\STREET\3299b-ST02.dwg CITY OF FONTANA ° 20 40 SCALE:1 "=40' $° ' 20 A'PROV�ED B �p • 20. & U W d Ln + O Q CITY ENGINEER, R.C.E. 51152 DATE CITY OF FONTANA DWG. NO. 5405 SEAL -DESIGN ENGINEER PREPARED UNDER TH SUPERVISION OF: CIVIL ENGINEERS CITY OF RIALTO FESS A / OThienes Engin eerinq, Inc. O ! HA DOOK I. AGHAIAN, RCE 43293, EXP. 03/31/2018 DA E� / V C lL ENGINEERING LAND SURI/EYING STREET IMPROVEMENT PLAN I AC'S'y�y�y RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: 14349 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 90638 BASE LINE ROAD = z L7LJPH.(714)521-4811 FAX(714)521-417.3 OF 3 SHEETS * R.C.E. NO. 43293 * CARLETON W. LOCKWOOD, JR, RCE 45935 DATE STA 10+00.00 TO STA 16+40.07 J' APPR. DATE Exp. 3-31-18 APPROVED BY: BENCH MARK: CITY OF RIALTO BENCHMARK "061-88" ELEVATION = 1466.765' (NAVD '29) CAL -TRANS BENCHMARK "19-C-88" �F C/ V,�' OQ` DESCRIPTION: FOUND CAL -TRANS BRASS DISC SET IN TOP OF CURB 0 END NORTHWEST RETURN 32 FT. FOR: SHAW PROPERTIES c DEVELOPMENT & CONST. A 92 OF C A�\F NORTH OF CENTERLINE CASMALIA STREET 67 FT. WEST OF CENTERLINE AYALA AVE. 1300 BRISTOL STREET, SUITE 290 NEWPORT BEACH, - PPD No. 2398 PLAN No. ROBERT G. EISENBEISZ PUBLIC WORKS DIRECTOR CITY ENGINEER RCE 54931 DATE PHONE: 949 640-4800 FAX: 949 759-561199 Last Update:6/13/16 0:\3200-3299\3299\3299b\STREET\3299b-ST02.dwg