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L=22.70' CC., A=44'47'23' B=24" D, =60" DSC TOLL FREE `�-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a1%4fiP7 SCALE IN FEET 40 80 120 CURVE TABLE LINE BEARING CURVE DEL TA RADIUS LENGTH TANGENT =ct= .m. L3 - - C2 27.4646" 806.00 390.78 199.31 C3 31.14'33" 794.00 432.96 222.01 C4 51-"09'10" 45.00 40.18 21.54 C5 48'50'15" 45.00 38.36 20.43 C6 29'3354" 1 45.00 23.22 11.87 DSC TOLL FREE `�-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a1%4fiP7 SCALE IN FEET 40 80 120 LINE TABLE LINE BEARING LENGTH Ll N37'00'37"E 10.12 L2 N04'30'45 "E 56.17 L3 N29'3758 "E 40.62 L4 . A r6Y' L5 N77.1059 "W --] 66.70 DSC TOLL FREE `�-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a1%4fiP7 SCALE IN FEET 40 80 120 EX/ST. EDISON TOWER �I�J�I A=38'09 50` D,r= � _ r Al fes. - N " Z CONSTRUCTION -f N0 TES: a? n B=54 m m �' 6 %%�'�(.��%'' L2 'C'sr U w <� C=5.60'' _ o _rte S __ , 1 0' N °-� cA w D, =54 " " = ( - CONSTRUCT 60 R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). (!� oaz .- P 10 j " rn D2 =54 7 ©LAT "E -1J"" PROT E_ 4 ; o z - w © N 40 59 19 E &-CONSTRUCT 54 R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). + v _ 5 r��lV A=36'56' " R.C.P.ORM DRAIN m = " @-CONSTRUCT 36 D LOAD SHOWN ON PLAN . CL �% 0J2 0J B=24( ) _ / ��'! �► o N o `' �� ©LAT "E 5 " C=2.8 1 ' 4 CONSTRUCT 24" R.C.P. STORM DRAIN D LOAD SHOWN ON PLAN). " _ "� 8 N 1102410 1 E D� =54 " ( ) Q LAT E 4 ` - , c� -o� _ Q A=30' rn =o L-33.28 " (5�-CONSTRUCT C.B. PER A.P. W.A. STD. PLAN 300-2(SEE SHT. 8) (W=PER PLAN). j L - " c') m A=30 00 00 B=24" B_486 CONSTRUCT M.H. PER A.P. W.A. STD. PLAN 320-1 (SEE SHT 7). 1 / �!�► - C-7.37 - C=4.74 02 D, =54 D, =54 " (a -CONSTRUCT M.H PER A.P. W.A. STD. PLAN 322-1 SEE SHT. 7). D2 =60 _ � f � , Q P► 9� w�F0, Q -CONSTRUCT J.S. PER A. P. W.A. STD. PLAN 331-2 (SEE SHT. 7). - ��►'t &-CONSTRUCT J.S. PER A. P. W.A. STD. PLAN 332-1 (SEE SHT. 8). co r r ` �' �'� r &-CONSTRUCT DOUBLE BRICK &MORTAR BULKHEAD PER DETAIL SHOWN ON SHT 8r- -177 V� 7R 7r J J7�JZ - it� / 1Q-- CONSTRUCT 48" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). W /IPJJ BENCH MARK: 8-17 BASIS OF BEARINGS: &-CONSTRUCT 66" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). Q CAL TRANS BENCHMARK x E7E A THE BRG N069 *59'31 "EA. P W.A. STD. PLAN 322-1 SEE SHT. 7 WITH PRESSURE KNOX A VENUE BRASS CAP IN THE CONCRETE BASE OF &-CONSTRUCT M. H PER ( )c� THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT A VE M.H. SHAFT A.P. W.A. STD. PLAN 328-1 (SEE SHT. 9) AND M.H. FRAME AND .343' NORTH OF HIGHLAND, a2 M1 WEST AS SHOWN ON TR NO. COVER, PRESSURE TYPE PER A. P. W.A. STD. PLAN 211-1 (SEE SHT 9) Z OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11. OF SIERRA AVE ELEVA TION: 1428.609 • w REVISION DESCRIPTION DATE ENGR. CITY DA TF Prepared Under The Supervision Of : CITY OF FON TA NA, CALIFORNIA SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS P P oQROF�cy�,,� PREPARED /N THE OFF/CE OF N NOT COMMENCE WITH/N TWO YEARS OF THE DATE OF ���•�, w11 Fti MADOLE AND A SSOC/A TES, INC. S T ORM DRAIN IMPROVEMENT PLANS APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A ��� m 760-A SOUTH ROCHESTER AVENUE DRAWN BY KNOX A VENUE LINE "E" scALE• co L 3 No. 36637 c dM / Mil AS SHOWN N Exp: 06-30-06 ONTAR/O, CA 91761 DESIGNED BY FROM SUMMIT AVE TO DATE:• DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE � � PHONE i9o91 937-9151 �� MARCH 2005 REVS/ONS TO THE PLANS TO BR/NG THEM INTO �'q c� v ��. �`P -+ 1200 s NCO S M AI/L� RSC -MG-- AgAh1U.S,b� LAT. E-7 6- It b laN TFOFCA``�p� ,Qi+• ,gate : S Dip CHECKED BY APPRO D BY DRAWING NO. 2 ONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. RCE 36637 EXP. 6-36-061�'� 3706 '-? RrPV. SV, LAT. E-3 2907 WI -1 .26-14,* WENDELL L. /WATSURU � Cl ENGINEER R.C.E. 51152 DATE' 9 0 0 ��-,- M`� Ot 6010 02 11 . A r6Y' EX/ST. EDISON TOWER �I�J�I A=38'09 50` D,r= � _ r Al fes. - N " Z CONSTRUCTION -f N0 TES: a? n B=54 m m �' 6 %%�'�(.��%'' L2 'C'sr U w <� C=5.60'' _ o _rte S __ , 1 0' N °-� cA w D, =54 " " = ( - CONSTRUCT 60 R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). (!� oaz .- P 10 j " rn D2 =54 7 ©LAT "E -1J"" PROT E_ 4 ; o z - w © N 40 59 19 E &-CONSTRUCT 54 R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). + v _ 5 r��lV A=36'56' " R.C.P.ORM DRAIN m = " @-CONSTRUCT 36 D LOAD SHOWN ON PLAN . CL �% 0J2 0J B=24( ) _ / ��'! �► o N o `' �� ©LAT "E 5 " C=2.8 1 ' 4 CONSTRUCT 24" R.C.P. STORM DRAIN D LOAD SHOWN ON PLAN). " _ "� 8 N 1102410 1 E D� =54 " ( ) Q LAT E 4 ` - , c� -o� _ Q A=30' rn =o L-33.28 " (5�-CONSTRUCT C.B. PER A.P. W.A. STD. PLAN 300-2(SEE SHT. 8) (W=PER PLAN). j L - " c') m A=30 00 00 B=24" B_486 CONSTRUCT M.H. PER A.P. W.A. STD. PLAN 320-1 (SEE SHT 7). 1 / �!�► - C-7.37 - C=4.74 02 D, =54 D, =54 " (a -CONSTRUCT M.H PER A.P. W.A. STD. PLAN 322-1 SEE SHT. 7). D2 =60 _ � f � , Q P► 9� w�F0, Q -CONSTRUCT J.S. PER A. P. W.A. STD. PLAN 331-2 (SEE SHT. 7). - ��►'t &-CONSTRUCT J.S. PER A. P. W.A. STD. PLAN 332-1 (SEE SHT. 8). co r r ` �' �'� r &-CONSTRUCT DOUBLE BRICK &MORTAR BULKHEAD PER DETAIL SHOWN ON SHT 8r- -177 V� 7R 7r J J7�JZ - it� / 1Q-- CONSTRUCT 48" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). W /IPJJ BENCH MARK: 8-17 BASIS OF BEARINGS: &-CONSTRUCT 66" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). Q CAL TRANS BENCHMARK x E7E A THE BRG N069 *59'31 "EA. P W.A. STD. PLAN 322-1 SEE SHT. 7 WITH PRESSURE KNOX A VENUE BRASS CAP IN THE CONCRETE BASE OF &-CONSTRUCT M. H PER ( )c� THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT A VE M.H. SHAFT A.P. W.A. STD. PLAN 328-1 (SEE SHT. 9) AND M.H. FRAME AND .343' NORTH OF HIGHLAND, a2 M1 WEST AS SHOWN ON TR NO. COVER, PRESSURE TYPE PER A. P. W.A. STD. PLAN 211-1 (SEE SHT 9) Z OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11. OF SIERRA AVE ELEVA TION: 1428.609 • w REVISION DESCRIPTION DATE ENGR. CITY DA TF Prepared Under The Supervision Of : CITY OF FON TA NA, CALIFORNIA SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS P P oQROF�cy�,,� PREPARED /N THE OFF/CE OF N NOT COMMENCE WITH/N TWO YEARS OF THE DATE OF ���•�, w11 Fti MADOLE AND A SSOC/A TES, INC. S T ORM DRAIN IMPROVEMENT PLANS APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A ��� m 760-A SOUTH ROCHESTER AVENUE DRAWN BY KNOX A VENUE LINE "E" scALE• co L 3 No. 36637 c dM / Mil AS SHOWN N Exp: 06-30-06 ONTAR/O, CA 91761 DESIGNED BY FROM SUMMIT AVE TO DATE:• DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE � � PHONE i9o91 937-9151 �� MARCH 2005 REVS/ONS TO THE PLANS TO BR/NG THEM INTO �'q c� v ��. �`P -+ 1200 s NCO S M AI/L� RSC -MG-- AgAh1U.S,b� LAT. E-7 6- It b laN TFOFCA``�p� ,Qi+• ,gate : S Dip CHECKED BY APPRO D BY DRAWING NO. 2 ONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. RCE 36637 EXP. 6-36-061�'� 3706 '-? RrPV. SV, LAT. E-3 2907 WI -1 .26-14,* WENDELL L. /WATSURU � Cl ENGINEER R.C.E. 51152 DATE' 9