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zo' <br />n a <br />• Q- Ss. Lom ho/e ky.ly <br />(N) Rim Tap 44.92 <br />W SOMH <br />(N) R/m 70,P 44.90 <br />J <br />rop <br />D <br />J £xst Ol l Tep 44.58 Exist <br />SS44H ./4`SS (SE 5.5.0.0.... <br />Sl Rim Tap 43.97 > <br />vm'r �_-••Fcafhtr Ac .....30PgT <br />1,7-4,-4111 33LF 4"55 O <br />ss.co®_ <br />_ •Y .:! <br />'S• <br />!a <br />3 <br />43.75 49.80 44.12 A4.21 <br />yJsfch Ex/3t. P✓p f <br />O N ' ly 439a'i'•"'0 <br />s/o rALLEY ( <br />44. <br />44.10 s y <br />43.77 as 44' AkKh' y Curb �leiy/r/ vor%es c <br />-- -_._� . • 9p .07,_31�'AA39B . G3 45.2/ <br />r�osh-•. (- .N T T T 3i <br />Enc/asurc �' <br />6: 45.60 rc 45.60 re 45.6o re <br />N \U 45. /O P �". <br />4� ,, 430 .oP Conc4rrz <br />00 <br />Cons/ 4C Ya//cy { >G B¢g h Y'rNty Gufitr, <br />Gaff¢ a S= 0.22% b5.60 - <br />4 "SS SYu6 <br />S¢¢ Stcfiao A'A ,(4 P I 7YP. (S)/7/f! ® <br />A 4v <br />Gonsf D/GB <br />Top - 49.75 <br />/n✓. ^ 40.75 <br />Mstal/ 47 Cr <br />Tit fo SD Stub <br />/17 ✓ 40.40 <br />L o w n <br />(314' <br />•�� G" conn. curb �: <br />S•EE NOTE(D <br />\y\ \� .:• � baa. <br />45.472 45.970 <br />c s% o/ce 00N. <br />.: 4� 4.60 TC <br />� /• 44.90 P i <br />45.5 7C 9�% 45.9 rrcc <br />c <br />3)4� 45.)P 46.5 TG <br />-� i d9G 45.0P <br />WS 0-0 <br />0 <br />l♦'7 ' k0' <br />Q <br />Ir, \D <br />rc o/ce <br />AB'60 p 44.40Tip <br />e.l� 4/.20 /n✓. <br />Back of Sidewalk Elev. <br />43. , <br />02 <br />1 1 <br />Existing Paving Elev. <br />U <br />4713 <br />4?.8. <br />-� <br />Fire hydrant <br />60 <br />0-0 <br />Street Light <br />-� <br />oy <br />ti <br />D/CB <br />-�•- <br />Direct Inlet <br />o <br />a <br />b <br />45.7 7C. <br />U <br />LL <br />F..r. <br />45 2 P. <br />a3 <br />64 <br />P 1 4 // f e r <br />� <br />Top of Grate <br />66 1 <br />Flev. `! <br />Q �l <br />.-a <br />43, 04 F.G. <br />Fi/I%5/1 Grade <br />E/evafion <br />�{v- \ tea. ;.;;.89 <br />i <br />7G b1.95 <br />M <br />f3 q3 <br />P //• <br />, " <br />) <br />lip <br />�Bx /o.7% <br />y0 <br />;A <br />,, <br />.:�. <br />Cucb haigbf ✓grits <br />6' to B" <br />us <br />L o w n <br />(314' <br />•�� G" conn. curb �: <br />S•EE NOTE(D <br />\y\ \� .:• � baa. <br />45.472 45.970 <br />c s% o/ce 00N. <br />.: 4� 4.60 TC <br />� /• 44.90 P i <br />45.5 7C 9�% 45.9 rrcc <br />c <br />3)4� 45.)P 46.5 TG <br />-� i d9G 45.0P <br />WS 0-0 <br />0 <br />l♦'7 ' k0' <br />Q <br />Ir, \D <br />rc o/ce <br />AB'60 p 44.40Tip <br />e.l� 4/.20 /n✓. <br />40 <br />¢g y5 ter- 49 0 w- 44.07 <br />Back of Sidewalk Elev. <br />43. , <br />02 <br />1 1 <br />Existing Paving Elev. <br />t/O % <br />4713 <br />4?.8. <br />-� <br />Fire hydrant <br />Existing Tree <br />0-0 <br />Street Light <br />-� <br />oy <br />C <br />D/CB <br />-�•- <br />Direct Inlet <br />e <br />45.7 7C. <br />U <br />p.� <br />F..r. <br />45 2 P. <br />P 1 4 // f e r <br />p •', <br />Top of Grate <br />Elev., Pipe Invert <br />Flev. `! <br />4G 2 <br />dl20 Inv, <br />' # Na. 12685 <br />43, 04 F.G. <br />Fi/I%5/1 Grade <br />E/evafion <br />�{v- \ tea. ;.;;.89 <br />i <br />M <br />, " <br />) <br />lip <br />40 <br />¢g y5 ter- 49 0 w- 44.07 <br />INDIANA <br />d4 d/ BOW. <br />Back of Sidewalk Elev. <br />43. , <br />02 <br />1 1 <br />Existing Paving Elev. <br />t/O % <br />4713 <br />4?.8. <br />-� <br />Fire hydrant <br />INDIANA <br />d4 d/ BOW. <br />Back of Sidewalk Elev. <br />AQI <br />Existing Ground Elev. <br />43.92 <br />Existing Paving Elev. <br />t/O % <br />Drainage Slope <br />ko' <br />-� <br />Fire hydrant <br />Existing Tree <br />0-0 <br />Street Light <br />0 <br />v �0 <br />7� <br />Tie //1 t0 /G "5D <br />lateral -117k,. 40-8 <br />STREE <br />� 32 <br />lel <br />d?' <br />aria <br />1 <br />� <br />I <br />v <br />Water Line <br />I <br />I <br />ko' <br />At <br />55 <br />v <br />'0 <br />1 <br />� <br />I <br />v <br />Water Line <br />I" <br />0 <br />Storm Drain <br />55 <br />v <br />-� <br />44.90 <br />AA <br />6A, <br />L F6ENO <br />.i4 <br />Water Line <br />I" <br />Storm Drain <br />55 <br />Sanitary Sewer <br />-� <br />Manhole <br />D/CB <br />-�•- <br />Direct Inlet <br />Catch Basin <br />45.7 7C. <br />Top of Curb, <br />Paving Elev. <br />F..r. <br />45 2 P. <br />.�� <br />0 Top <br />Top of Grate <br />Elev., Pipe Invert <br />Flev. `! <br />4G 2 <br />dl20 Inv, <br />' # Na. 12685 <br />43, 04 F.G. <br />Fi/I%5/1 Grade <br />E/evafion <br />�{v- \ tea. ;.;;.89 <br />REVISIONS BY DESIGN G/B-SEf DRAWN BY •�/t't <br />APPROVED BY <br />R.C.E. f2GBs DATE 4 <br />° t' <br />tr,�9 <br />X <br />2"w servtoe d .Neter <br />a# w F/re //17-1 <br />y" <br />k <br />10 01 fie/ <br />roA e <br />kk � k'y' <br />b <br />■ <br />W <br />3 <br />0 <br />2' 4.C., 7yp¢ B" l3/ lVar. Ay9) <br />SECT/ON .4-4 <br />T YP/C,4L A L LZ: V SECT/ON <br />`. Eusiwird �iuw • 6a♦rb <br />2 • AiPA�/I Gsncinta, r . •Q• <br />�.'O ': �•:'.i ' 3/6" <br />6" /v/ono/ilii/c ec <br />ErfiY/daG Conc. Curb <br />8 " Cone . 5u6yroiY¢ @ 92% Y C. <br />/1/ofc; Co//crtf¢ ,sP¢ci�iafions /773x. s/a6 spacir�y, <br />dnd fyP¢ of �a,nfs fo 6¢ o'tftrinli 7ev` 6v o wee . <br />ALTERNATE SECT/ONS - P4R/1/N6 LOT <br />N• TS. <br />NOTES: <br />OParallel parking area to be graded according <br />to these plans and must drain westerly or north- <br />westerly., Pave w/ 2"AC over 4'C06. <br />i I <br />OAll sidewalks to have 2% cross -slope away from <br />building. <br />P/nkertan 4- log Gio/t F/i�/died Pov't <br />ASsy. <br />• /6. 0/!7. �• • �: <br />Go//O/ Un afI ; <br />�• O/nsrwlBe noA1/ :` - ......PisFaa/ <br />t /Ps�n orad <br />i Conc. Pipe <br />!/e GarG.pt <br />End /ile C. d` <br />FLOIY / <br />LWJ <br />Z. <br />..+. . <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. 11-001, CALIF. <br />98240 PH: 209` 368-6616 <br />TCH BASIN <br />Prepared For: ON _ SITE SHEET O OF 7 <br />33001 W. LOCUOD ST SIMET MAIN STREET (L0. SACRAMENTO R0,1 J08 NO.970 <br />Loral rr3: 369-8400 INDIANA STREET FIDE N0. `1 i� / "830 <br />SGC%ye: 1"=2D` STREET IMPROVEMENTS <br />