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HomeMy WebLinkAbout1880-32DATA Sc^ E `. 3� i C1� .S.9QpL�c�AG,K N O L=20° 41 ' 45" R=1404.00 L=507.14 O. Q + �Co U-) /A VENU z/ 0 10 zNdF_ 40"E pgR=13. 77 0 p_5 30.37 N 27°3130"E Q+Q 197 o F- n q o 1-40) O In F' H 1-4 qO -- D -cD -O Q +(0 C6) F- (� F - N U) CD ��O� 2 F-00 z ()QO H d" CO Ln z1 ;�M o r N ~, < + Q Cn (D (n U-) DATA DATA C) DELTA/BEARING RADIUS LEN./DIST. TANGENT d N 26040100"E 182.00 15-00 15.07 180000-00" 2.00 6.28 15.22 09028'22" 182.00 1 30.09 15.08 Q 09°26'56" 182.00 30.01 15.04 �s 18013'12" 162.50 51.67 26.06 164026'00" 2.00 1 5.74 1 •1 4.63 .S.9QpL�c�AG,K N O L=20° 41 ' 45" R=1404.00 L=507.14 O. Q + �Co U-) /A VENU z/ 0 10 zNdF_ 40"E pgR=13. 77 0 p_5 30.37 N 27°3130"E Q+Q 197 o F- n q o 1-40) O In F' H 1-4 qO -- D -cD -O Q +(0 C6) F- (� F - N U) CD ��O� 2 F-00 z ()QO H d" CO Ln z1 ;�M o r N ~, < + Q Cn (D (n U-) DATA DATA C) DELTA/BEARING RADIUS LEN a-/DIST TANGENT d 09028'08" 182.00 30.08 15.07 09°33'39" 182.00 30.37 15.22 180°00100" 7.00 21.99 1 5. 1 7 0.5009-2411 251-76 22.66 1 1 .34 Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q 180000100" 2.00 6.28 TANGENT '•63 180000%00" 2. 00 6.28 19, SCALE: 1=30 5G RCV IS Lam NO. P. WAS P REPAMP P3 f �KL 741 SP CONSULTING UQUf' CIO Z N A- V z Nv Q ^ �4 CD MORC_AA. N, SUITE IOQ Co z °�v0 �9 Q N �•�� < �+ �OZ� 1R JIME ., CA. 92015 N CD ^ v + `Ad cn � 1 �v I D= I�°21a�3?NL = 289,00' Z . Cl 14 C �V 3 12 1- (0 U) cD "- -32_2 R=1007 00 00 99 f ccv (/)(0 -SID - 6' � �' ~ � � O ti . o0-000 0 ro 1l I T1aDMI�S A PE'tERS�CN DAZE R= 993.00 L � 1�� oa M• 33 - n p0 66.62 = 1(P°2�o'37'' L = 284, 99' z I2� 35 34, 0 N v+ Z R.C.,E . 352 5 z N �� o 0`23�V, N ^o,�v oti �( - _ - 92.72Aa.�tjFE�`�/�/Y H o D : u'I 2 , R"9 X1-6► c�. , �^ �' N sT ° 100 ►- cD gg0 13 l9 F__ v O � `� ,� ` 92.72 N �� r ,� 3 s° 00 hE RCE# 35275 Expires: �s X ON lF OF C DATAr C) DELTA/BEARING RADIUS LEN - /DIST. TANGENT d 180000%00" 2. 00 6.28 07009'10" 322.50 40.26 20.16 0801-5153" 210-00 30.29 1 5. 1 7 08017'36" 210.00 30.40 15.22 �s 179011'29" 6.00 18.76 850.27 Z zi� z O m H N 51 Z -t 0 4.9 8 Sc- FD/V rAIVA < v+- 1-0 STAT I ON F"orvrA 1A STATION 509+32.09 d- STATION STATION 512+04.98 STATION N 89058'45"W 502.78 O 51 2 M/L 510+64-38 N + 35.1 30oDo058„ - 512+95-05 -- _ �. -- 3 N 82V2. U9 0 E cD r` N 82° 52'005"E 2 O 1 - - co 5 N 89058'45"W 90.69 40.0 oo coo CONSTRUCTION C/L N 89016'32"E 230.68 0) i114- STATION STATION ► + ~+ AA NCh/O C UC A MoNG�I 505+20-00 505+60-16 F - o1_ O 24� h SUMMI T CLICA MOA/ GA AVENUE Ulu") MO 00 4 O t:_- �_-Iy C I TY OF FONTANA CAL I FORN I A PLANS PREPARED !JNDER THE DIRECTION OF: PUBLIC WORKS DEPARTMENT '$� �.R KNW& ASSOMrM INC• Drawn by:STREET IMPROVEMENT PLANS Soa e: _F�u- . Spike f� E:P. � PPO -1536663E s' i _ - - - _ TRACT NO. 13750 �� s�orv�r ri.P, KAPP C.E.R.22015/ DATE ADJ,CIVIL ENGINEERS, , 11IIEAIA "tU ARDLl1JDDesigned by: Date: STRUCTURAL ENGINEERS / RSV19-'D NZE•DIAN TO C'DN�'EJrz/� C 7/r/f/ w,� 3 sid® of Baselfna /- E 1 of Cherr Ave.AND PLANNERS &SURVEYORS J. L. y y MEDIAN 15892 PASADENA AVENUE R •t TUSTIN, CALIFORNIA 92680 714 730-5757 ENGR'S CITY El-evation = 1313.044 Checked b•y: v rov�d: Dwg. No. 3 . G� APP�� M /NTEK/M C1 Y ELGINEE R R.C.E. 2 N N'1 P W Z U � zi� z O m H N 51 Z -t 0 4.9 8 Sc- FD/V rAIVA < v+- 1-0 STAT I ON F"orvrA 1A STATION 509+32.09 d- STATION STATION 512+04.98 STATION N 89058'45"W 502.78 O 51 2 M/L 510+64-38 N + 35.1 30oDo058„ - 512+95-05 -- _ �. -- 3 N 82V2. U9 0 E cD r` N 82° 52'005"E 2 O 1 - - co 5 N 89058'45"W 90.69 40.0 oo coo CONSTRUCTION C/L N 89016'32"E 230.68 0) i114- STATION STATION ► + ~+ AA NCh/O C UC A MoNG�I 505+20-00 505+60-16 F - o1_ O 24� h SUMMI T CLICA MOA/ GA AVENUE Ulu") MO 00 4 O t:_- �_-Iy C I TY OF FONTANA CAL I FORN I A PLANS PREPARED !JNDER THE DIRECTION OF: PUBLIC WORKS DEPARTMENT '$� �.R KNW& ASSOMrM INC• Drawn by:STREET IMPROVEMENT PLANS Soa e: _F�u- . Spike f� E:P. � PPO -1536663E s' i _ - - - _ TRACT NO. 13750 �� s�orv�r ri.P, KAPP C.E.R.22015/ DATE ADJ,CIVIL ENGINEERS, , 11IIEAIA "tU ARDLl1JDDesigned by: Date: STRUCTURAL ENGINEERS / RSV19-'D NZE•DIAN TO C'DN�'EJrz/� C 7/r/f/ w,� 3 sid® of Baselfna /- E 1 of Cherr Ave.AND PLANNERS &SURVEYORS J. L. y y MEDIAN 15892 PASADENA AVENUE R •t TUSTIN, CALIFORNIA 92680 714 730-5757 ENGR'S CITY El-evation = 1313.044 Checked b•y: v rov�d: Dwg. No. 3 . G� APP�� M /NTEK/M C1 Y ELGINEE R R.C.E. 2