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'ON 133HS 63MV�10 <br />CURB AND GUTTER <br />TO REMAIN IN PLACE <br />EL, RANCHO ROAD GUTTER FLOW LINE PROFILE <br />101 <br />... <br />01 <br />EXISTING .... ............. .....99.•71 ....... ..... ..... ..... ............: ...........: ... .......w.... ... <br />99.6.3.... .. .. <br />100 <br />CENTER 11 NE ... ... ....... ........... .............. ...... ... ..... .... .......... .:...�-.....:.:.: <br />00 <br />.... •4 = 100 <br />- -- ------.-----.- _-____ ......... 99:0.7. ... ................- ....... <br />. .......�.... -'---- --- --._.... 98.75 �. J ....... w. ..... .. <br />99 ao _ _ _ _ _ 98..64 Q .... _j ....... <br />rn. .. 99 <br />....... . =69. <br />. ....... ......8.79 ................ ... .. I....... ....... .. ............... c�.....-..>.......... . <br />GRATE ELEV.._ W.......o ........ <br />.. .. .98..20 .... . <br />98 98.38 98:77... ............. 77'% . : �m.......z <br />w <br />z... 98 <br />....... ... �.........PRO.P SED.... ... <br />..... . ....... . . ...... <br />............:. <br />�. ........... ........ z- . - GUTTER- F OW LINE .... ... . ..... ....... ..... ........... ....: :.. 98. 9.. �98.: .:. ,-ao <br />..... ..... .. ... ........... �..... I ... ........� ...... 0 40 100 <br />...... ....97 ... w.Z ., ...... ..:.. <br />........... .... w 97, 55 <br />Q... ............. .�.. . .....I..........I.........I.. ... :.. ... ....... ............... ....... ......... ...... .. .. <br />.....�.. ................ ..F..... . ... .. . <br />97 <br />............EXISTING . ... ................� o.. ....... ........ .Q. ....... .... .. ... ............ ................... <br />FEET <br />96 STORM •DRAINAG - - INLET . .....o w . ................ . z .o ..... ... . . <br />... .......... ............ EXI5TI .G..[iI TCFi. ..:..... . <br />... <br />z .....:................. o..... . ........................... ............................... . .............. 96 <br />.... ..... <br />U. ..... ....... z ........ ............... ..... ..... ....... ... <br />o....... ..... ..... ... ... ............. ........... ........... ....... . ....,...... ... ............. ....................... ..... . ........ <br />�.......................... <br />..... ......................... <br />..................................... 95 <br />... ......... ............... <br />CURVE RETURN 00 p0 0 0 Ln o rn o 0 0 00 <br />.}- + + `O + + Ln o N 'n o Ln I� o <br />N N N <br />� r13 <br />0 16f <br />'IH <br />Ln <br />Z <br />� � I a ilia l <br />• Const. <br />Q <br />NN � I Ii <br />CDa I rIa 7 <br />I Iti r � <br />f • <br />J 5' (C.G.&S. TRANSITION) 5' (C.G.&S. TRANSITION) <br />CONFORM WITH AC I ,I I X <br />REFER TO S.J.Co. R-9 REFER TO S.J.Co. R-9 <br />TO EXISTING DRIVEW1Y j ;j ,' o �? w Y vi z <br />(PLACE A.0 MISC. AR S) 'I • + ¢ � c? <br />I d~ ~a w RECONSTRUCT d 6 of U �3 <br />I 'I M� 0 30 CONCRETE DRIVEWAYS 6 o cn 0 o 6 <br />> 0 0 V) PER S.J.Co. STD. CW -C12 � v �-' J <br />l (n N Z .J Q W J^ J <br />i <br />W QQZ W 0 a m U)W= Q <br />PLACE /,�.D.A. RAMP I t e m ►_ o c� LO ui <br />w Z m z Q w Z <br />FOR DETAILS EE SHEET 6 I '- U w m � z o w = w STA. 24+50 END OF VERT. C.G.&S. <br />5. Y F- = cn w <br />o 0 Q -� m BEG. VALLEY GUTTER F.L. ELEV. 97.46 <br />y.+°a •"* °n Z Q z N r� Z� }< U J M <br />® :::j W d- W Q Ly C9 Q + o <br />j J� tiii _o + + + o N N x o �`' o vwi vi z °- o N INSTALL CONCRETE VALLEY GUTTER. <br />r #�'.:''♦ N N N N� a w F- w o w I I Q N REFER TO S.J.Co. 'CW -C23 <br />F- (n a_ C9 a W I I F— <br />�U N II <br />STA. 19+85f = ;``'��`' c~i� c' -n v~i m 6 V)N a �. <br />STA. 49+80t r,... '� p x I I STA. 24+78 END OF VALLEY GUTTER <br />117 <br />L ELEV. <br />// 1S .•''` . c <br />A-20 i9 <br />21 <br />ci 22 <br />_.._.._.._.._..�.�.._..._. _.. _.._r•v— -.. R. —sa _ 23 I I <br />_ ._.._.. _.GaS — ,25 <br />..� _. — _. _.._. —art ..; S 0' 58' W <br />24 <br />I <br />/ r�d`S E':-v..�s��.-.�,..,:.:...v-z- ���....,..._�.,._�.R«...,._� Y ♦ - f ._. — _ — . _ATT .�` <br />LE <br />W I ,.� EL RANCHOz ��'Q �CN 0- <br />0 ROAD <br />' w Z • I j; Z + DRIVEWAY TYPE D O� N w <br />Q 0 <br />o v 1 x www I I C)f O Const. w ~ w o Q v~i w <br />,n = W rI SEE DETAIL ON SHEET 6 - �t c9 <br />--- _-- _ + cn Z <br />m 00% �-, ' w ��� I I ' w� LdU) JW FQ-� Z <br />i s I I pp .. Y H W U U N W <br />LEGEND <br />w WO Ir 0� I I +r ! P � pe)t/) H 0 W W m (n �' <br />vm �I rn . J WIDENING AREA <br />L +• J Z <br />Q F- <br />A.C. w C� A.C. (MISC. AREAS) <br />�w �w ~Z <br />I i N Q <br />i r <br />VN <br />Q• I <br />CURVE DATA <br />ANGLE <br />RAD <br />CURVE LENGTH <br />CORD <br />CORD BEARING <br />R 1 <br />16. 48' <br />120' <br />75.13' <br />73.91 ' <br />S 15' 50' E <br />w C.G.&S <br />>w �g , <br />o vwi of m SIDEWALK <br />EP <br />------ EXISTING EP <br />I= CONST. CENTER LINE <br />'------------------------j N <br />SAW CUT LINE , <br />/ EXISTING YELLOW LINE <br />j_/ / 1 EXISTING RIGHT-OF-WAY LINE <br />/ h % • _-- .-_. __ __ EXISTING C.G.& S. <br />EXISTING UTILITIES PG&E (APPROXIMATE) Q�tOFESS/pN <br />/ <br />EXISTING UTILITIES AT&T (APPROXIMATE) '��� D. MA��F�c <br />/ /r • c�Q 2� <br />EXISTING UTILITIES CHEVRON (APPROXIMATE) <br />g / / ' ► <br />No. 38465 <br />• R.R. SPIKE MON. <br />a� r' ELEV. 97.17 <br />s <br />C) 11 a EXISTING POLES <br />i 16. �9TF+CA�F��\P <br />16.. OF <br />R.&S. EXISTING SIGNS <br />k / <br />l J END � R0��0 (E) STORM DRAIN INLET <br />a T ® (P) STORM DRAIN INLET ° <br />Peter D. Martin <br />Registered Civil Enginner <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Emique Sipa,�,a GRANT LINE SHEET TOTAL <br />02/11 C0UNTY0F SAN JOAQUIN 1 40 PLAN ADAND SEVENTH STREET <br />NO. SHEETS <br />S I G NALI ZATI O N 3 7 <br />FILE NAME DRAWER SHEET NO. ACAD 407REVISIONS DATE <br />E:Proj\2010\AT Grant Line -7th St.\AII\PLAN <br />