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2045-10
LLL x 0],0 to d 12\ .L. I SCALE: 11" - 40' TRACT 14275 -3 1 1 V 62 C. A q... . :.. 4 a 00 0o vu O°Oo uo O 0 o Do o� p� �I0 40 °�o1- 0000 O°Oo._.� U ° 0_° Q z N I ISI -J LO LO . . a .lo � -- -- - O S4 10�` O0:EF/ 2411ae 'Ire + LO - - co�o�Ev ca c fn cu 7u Lo . .76.5 2 .�_ •..,� Q o _ • ..� ; Q , .• ni 4 • �-- \L�1.5S� // _- ��0°0 0 Odp0p0�p4 �o C Nh �' z > 1 1 F- �I G/Q Bim• E LL $4°a0 8 o�-ZSR' Oo aC� o o°D M 0- 9-,Tc: - r� 8 TC W _ I tco o W II W coo 5 SS LV 18_TC: ° zI - - _ � W 3 u 1 JW = to -- PM-1�//_V6-e-,9 A14 0 9 oWAGON WAY I-- - c zoR- _ I Engineer Approvol Date: - -9 (0.8$ ^0 49.04 50.00 50.00 50.00 29.33 3 IZ 2 I �It� �'IZ.nJos. -3 Go7'Nos, v ?J//t9 6.5-% Econ 5 v4j cy ?/Z - -2 M 1e o° dQ� 0 Go �Q4oga�QO 0 O��d 5 /QEGo/?17 a,e.9w/,✓C,� X72. /275-3 �-Z�•�j VP (25) GZ41 t2 9 oWAGON WAY I-- - c zoR- _ I PLANS PREPARED UNDER THE DIRECTION OF: 6 GEORGE R. S PE R.C.E. * 13960 D TE MY REGISTRATION EXPIRES 3-31-93 1 oGIRTH LANE REVISIONS No: Descri tions ��.4TE� _ :STREET NA/1E5' Engineer Approvol Date: - -9 City Approval Date: �2crc✓ /6.)r L ''F -1. -9 /a •qt _r-4�I1E�C2_7A1.zrI.� �YQTE . [_- [M .- Of TAIL g.yt �It� �'IZ.nJos. -3 Go7'Nos, v ?J//t9 6.5-% Econ 5 v4j cy ?/Z - -2 ` o° dQ� 0 Go �Q4oga�QO 0 O��d 5 /QEGo/?17 a,e.9w/,✓C,� X72. /275-3 �-Z�•�j oo d0oa oo p000oo0 ISI CURVE DATA DELTA RADIUS LENGTH TANGENT 04°26'45" 500.00 38.80 19.41 04026'45" 482.00 37.40 18.71 04@26-45- 518.00 40.19 20.11 Q 460"00'00" 1 5. DD 1 15.70 -- PLANS PREPARED UNDER THE DIRECTION OF: 6 GEORGE R. S PE R.C.E. * 13960 D TE MY REGISTRATION EXPIRES 3-31-93 1 oGIRTH LANE REVISIONS No: Descri tions ��.4TE� _ :STREET NA/1E5' Engineer Approvol Date: - -9 City Approval Date: �2crc✓ /6.)r 2 = 40,n Ct?NST`1!OTE9_---s-`"-ZA ICT 14276-2, ''F -1. -9 /a •qt _r-4�I1E�C2_7A1.zrI.� �YQTE . [_- [M .- Of TAIL g.yt �It� �'IZ.nJos. -3 Go7'Nos, v ?J//t9 6.5-% Econ 5 v4j cy ?/Z - -2 -12 • •�Y•9 5 /QEGo/?17 a,e.9w/,✓C,� X72. /275-3 �-Z�•�j BENCHMARK: FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S'LY SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE. ELEVATION = 1313.04 T W l� 'W 72FAorT l4r2%.��'�-- CONSTRUCTION NOTES: AGGREGATEH-•-RASE-GVEOIZ-W/*-G@MR•A&TEQ NXT4-VC—SQ-�I, (Z CONSTRUCT 4" AC OR EQUIVALENT SECTION OF AC ON AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL ©CONSTRUCT CONCRETE CURB AND GUTTER [8" CF PER CITY- OF FONTANA STANDARD' DETAIL 101) ® CONSTRUCT 4" THICK CONCRETE SIDEWALK ONS•TRU&T- € ANGARD-GRQ&&-C.LT-TE-AND-SPANDR€L E1-T*-G3F---E8 �T-AI4A-,S-T-ANDA QTLA Ani -4-= ©ADJUST MANHOLE COVER TO GRADE PER CITY OF FONTANA STANDARD DETAIL 109 ArE JJU&T-I�i-TER- AL-VE�-T�GR-ADE• � AWC-�I-F--EX I;-T-H4G-SUf B—& --G J•T-TE1 &--R/-=VEP EL +T -EBNS•f RUET-fIAMFIED-SURB-RE-TU1RI- P`E-R-1; I -T -Y -81=-FBN-T•At4A--GT-ANDARD--1-}4Ar �� H�Ffi-FALL--�-TREE-�-•L•�H-T=.-.[9•..5Q4...�I�.C�kl.. R€•SS�1RC-•S©��J�}-W�IRAIA�1€�kTA�P..�IL�--�- INSTALL STREET LIGHT �9,SDO HIGH PRESSURE SODIUM) W/ORNAMENTAL POLE -G�3 •T 16T--�4CAL✓-Q.RREWN- -SEE--BET�r- ISA" N-GkhF—.7� 14 CON5TRUCT CONCRETE CURB ONLY (b" CF PER CITY OF FONTANA 5TADARD BE -TAR -101), jjj/� C27/Y5r :5I �►1PEd . CONCf jETE :PA!/INGTO -�•4T�fz! EX107 /"a Z. i SlIGNING AND STRIPING CONSTRUCTION NOTES L] INSTALL NO PARKING SIGNS PER CITY OF FONTANA STANDARD NO. R26(S). ® INSTALL STOP SIGN PER CITY OF FONTANA STD. R1 ® PROVIDE PAINTjD STOP EAR AND STOP PAVEMENT MARKING PER CITY OF FONTANA STANDARD ® PROVIDE MEDIAN SIGNAGE PER CITY OF FONTANA STANDARD R7/R7A Q a PAIN,1- 4" DOUBLE YELLOW LINE PER CALTRANS STANDARD A20'-8 (DETAIL 28). 4P. ■_�.. A�%P ASSOCIATES, ATE s, I NCo �CITY OF FONTANA, CALIFORNIA. � PUBLIC WORKS DEPARTMENT : CIVIL ENGINEERS. LAND PLANNERS Drawn bys �j STREET IMPROVEMENT PLANS � Scale E. A. F !�/ CzQ%Y Gl% 7 - OW— - 1 "=409 LAND SURVEYORS - - — - - - Designed by: Date: 2002 IOWA AVE. SUITE 110 TRACT Ms. 14275- �, 1 427 -RIVERSIDE. CALIFORNIA 92507 F.C. SEPT. 1990 Checked by: Dwg. [714] 276-8760 A p r o v e d: `� �� �' 7- V 3 2045 Nally G.R.S.%8S1-e--C,_ _ CITY ENGINEER R.C.E. 2512G