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AN�iLE POINT J N 1 4 4 N1 2 09 230 W 38211. 8' 660 } ST A Ln , ., 140' ifi`a A 1 1 •w - . 10400 1 11+00 ` -i�Ni+t1d iN3.`.+ 134%011 aM `",sr Ir 14+00: '':hra2ra:«�. ». . . ' �.. ..«., �„ , • W N .y317719996a0' � 17+00 c z 2n 3 1 4987 40 1g -2�1+00 - 0 -2 2 00 .lik 3�6r M CONSTRUCTION In, x CURVE B 1: CL,CONSTRUCTION N16*48!36"W 731.19' I '1.. 2 I , - _ ONSTRU I >~ - �-• ��' a , ,. fi � II � 4 ,, E11'' TION RVE B1 `' II 821.18' / m U 55' f�C RANSITION W ow 67 FIBER OPTICS LINE CURVE TABLE @ CL CONSTRUCTION X. 00 , 1 ¢ w LOCAOTON CURVE LENGTH RADIUS TAN DELTA CHORD 'vi ¢ o J 0 a ¢ 0 a OAK TREE Bt 104.99' 1800.0'0 52.51' 3'20'31" 104.98' o♦ o -uJi o N N z �� a � z w = p p ¢ TRUNK B2 162.57' 2000.00' 81.33' 4'39'26" 162.53' ¢ ,nrn N F nm w ¢ a J Fti Fw Fw F ti J ¢ F a N o N o J c FILL IN ? ¢ REMOVE '1NV J ¢ J p J ❑ J p ii J ¢ J a J F- 83 147.32' 7500.00' 73.66' 1'0732" 147.32' w 0 oN o N J o (7w p AC DRIVEWAY rl ~� iu ¢ 30 - LU w ow Hew m ,a - = u J - W J m io o. EX DITCH m a m z z 0 m J 0. a co 0. 0 m w w u ww CULIVOERT w � Jz � p 1 V ma �n. �¢ nF lmJ m0- nw a Q ¢ ¢ N V J N ♦ m (n ♦ W 2 N _ _ ,p (L N NIJ d K QO ¢ p1 NCr W (:5 u 0 REMOVE 00W N ¢ pJQ m - ^ 4 NF N F N Na W NQ 6w ¢ W a + REMOVE p u a m m m h f0 Z n W W W F 07J N 2 pY ¢ N NaN W NH NQ F w Z ♦ w O w - - - CULVERT - - - - - - ♦ m m 0 �- - - Y - z � wm oc.w NU .- m nw REMOVE n ww0 REMOVE in 0 RREOS E, Ln 0 CULVERT 2 ^ z O c' C7w °' "I]C7 'P ^@0 `� z AC DRIVEWAY m W L F K n w 1 3 ro w a W Nwmpn ,DC7 � p z _ AC DRIVEWAY E ,n D G J ` Q ♦ m0 ^ NZO aw z aw c7w ♦ m • ,_ - - NEW C G 8 S ; m0 N fsz .,D- PLANING - - - - N NEW O G & S---*' B._.. -.C._ --_ H PLANING 0.00 ,. , _ l Ln 10 25 -. ADD MONUMKl ' __ -_-_W-- I----w-- -___ a-2+G& w ____ -_ .._.-._ T-3+8&w ___-___.__- _�4+A0_ �, - i�gvl-6@-- __- 5_TYP._.__Wtfr*0 _ w ___.-_. _ _.w____. _.__.- __ _-_____w _-._-._ ..__-w______CL. W -w _-___ ___ gYs _._B- _-_�gE w _-__ DRAINAGE �� - - R� - _- sysTEM 1 C'`- L RW & CONSTRUCTION �� 0.10 17+0 's �, .- __-. _----G _. PLANING, 25 �� g NEW C � & S ____ .__- G G ._ _ - __ - __._--_-__. I � _____21A=00-_0 ._ ___2t;r00'-•-... - 1 � 1 �7W-1 x _ ...__.__. T - - _ _____ __-- _ _-- _ S� _ - ' ' � � CON STRUCTY6tJ. � -� 7 J Aq FILL IN EX. DITCH w a REMOVE ft REMOVE / W �� ¢ A / Tm 1_ ¢ a TREES TREE Y ^ W wI n NEW 1 ¢" o 'r' Y90% COMPACTION I" W 0) C /¢ a 4 v/ UU C G & SUNDER AGGREGATE ADJUST EXIST Y ¢ 0 + ¢3 m a ? oOW o z LEV ING COURSE z O w ~ E Q 2 q BASE OF SIDEWALK ww n z CATCH BASIN E- t- w w'� - W 4 Z a - p 3 F- z m 0 W (SEE CROSS-SECTIONS I- p m m w p = +w in w ¢ z REMOVE TREES TO GRADE F ¢ ¢ - N 0 m z ¢ ¢ �- o m N p ¢ FOR DETAILS) ¢ W ¢ a 0 , w In ® 0 w Q a ~ ¢ N ¢ a 3 z c �n - z w w ¢ c7 111 =� I o z o n a N a USE A SLURRY 12 BAG) MIX a ¢ Z _ J z m m o 0 w m ¢ ¢ z ¢ a d 0 w U p ? N m a L6 C7 � ,n p � 0 n w Q � J Ir o O w m n z ¢ 44 FOR BACKFILLING TRENCH N a m J ¢ w UU 2 N S W C J J O W O n m u J J w ¢ ,0 Z Q t O Z O t z h a J s W d V m ♦ m (n O p W 'J W I v C 7 w 0 3 W w N w o N n o ti o O o > p > IQm = W � o um ¢ w ¢ w Ow ¢ ^ vi 0) I „' LO mown °1v 0 � � 0 J ': wwo X00 o mJ USE A SLURRY (z enc) MIX CURVE TABLE FL °' m o N "' _ I v o � '* u FOR BACKFILLING TRENCH CURVE LENGTH RADIUS TAN DELTA w w m N ,°o' `O ¢ m ¢ I (� mi m ¢ � w CONSTRUCTION NOTE: FOR CONSTRUCTION DETAILS AND DRAINAGE DETAILS, ` 1 C1 47.02 30.00 29.90 89'48'40" m w + m w z " CO SEE SHEET 19 C2 47.22 30.00 30.10 90'11'20" " " I 0 j ww STREET I m0 OEXISTING OR SIDEWALK UP UP TO ESS. MOR 12 FEET IN. " CONCRETE)C3 45.70 30.00 28.60 8716'22" REMOVE AND I I YOND C4 47.15 30.00 30.03 gO'O2'S9" EXISTING E.O.P., WHICHEVER IS LESS. (MIN. 4" CONCRETE) O REMOVE AND REPLACE IN-KIND EXISTING A.C. DRIVEWAY OR SIDEWALK UP TO R.O.W. OR 12 FEET BEYOND EXISTING N � Of Cq I- E.O.P., WHICHEVER IS LESS. (MIN. 0.2' TYPE B A.C.) CN o N J to 04 W (D Co H- 0) E- M O HAND GRINDING UP TO EDGE OF MANHOLE (TYP.) 28 >. J X N.� N oLL_ NtD th m 28 lu_J W X LL w J X _J X J ED U U 00 ul W & U tf7 W W M. L. W m 00 00 Q M N U 0 . 00 0 24 _ O.G. 0 CL . n Q t M to o O ¢ r j'. co °t w t. M + � + � t � + '. 00 } + w 24 } - - O.G. FINISHED FL GRADE - - O.G. 0 CL - '- - 20 - - - - - - - -� - - FINISHED FL GRADE - 20 245 LF 18" SDR - f - - - - - - 35 0.20% L - - - ' -- -- - ___ FINISHED FL GRADE IFINISHED FL GRADE I' 175 LF 18' SDR 35 0.10% L_ - 14 L 0 LF 18" SDR 35 0.10% 10 YR ELEV=16.50 L -- -- - --- 2 I 0.37 32 LF 12" RCP 16 J T. . 1 18" EXIST ULVERT 3 16 +19.85 33.07 LT RIM 19.70 +67.07 25' LT +45.08 33.61 LT TO BE REMOVED @B TYPE 1 CATCH BASIN (Z TYPE 1 B MSD MANHOLE +67.07 33.61 LT ® TYPE 1 CATCH BASIN SD MANHOLE APPROX 1 LF C A TYPE 1 CATCH BASIN INV. 5.32' 12 RIM EL. 20.84f INV 17.30 MH GRATE 19.19 +86.81 56.29 RT +21.90, 57.74 RT ftIM 20.50 CATCH BASIN C SO MANHOLE OVER EXIST SO 12 o NV 18" 18.10E & W INV 17.30 12" RCP E INV 17.61 12" RCP E INV 17.44 18" SDR 35 N & S GRATE 19.38 1 GRATE EL. 19.41' +22.53 25 LT 5 w NV 18" 18.10 N INV 17.38 12" RCP W INV.15.53 NV 12" 15.66 +22. 3 12.46 RT NV 17.52 18" SDR 35 N & S INV 17.94 12" RCP E GRATE 19.28 INV EXIST 12 SO. 11 RIMATCH EX GRADE A TYPE 1 CATCH BASIN H INV 15.62 12" OEXTEND EXISTING PIPE 15.52 FIELD VERIFY II INV H MATCH EXIST SD PIPE 8 +67.07 25' RT TO MANHOLE INV 12" RCP 15.28 a GRATE 19.19 INV 17.87 12" RCP W KOCDNNECT TO EXIST $ 25 +84.40 INV 17.30 H H F- F H H F- H F H H H H H H 1- H H F- H !- 0_ J 0_ J ¢ J 0_ J 0_ J w' ¢ J 0_ J ¢ J ¢ J t- F F H H J H H f` H H H H F- H H H t- H F- F- F 11 F .H C C ..J-_ J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J -J ¢ - �_ 1__ 0_'_J -_lY _1 -Q'-� J•- LLQ J --$' J -R�" 1 LL yJ _. K J - �' J K J d' 4 J J J J L 4 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2 w w w w tl w w ti LL J w w M O 0 0 0 W w MM O N m m a N M W M tOw w LL V_O O N mmcM M 0 Ocmm O M M 0 O ^ 00w w Ow LL LL aw Qw Ow LL LL w w 00 w Nw L� Otl LL LL w w mm CD n UG) M M N N N M M W M O O Ci O wES �Ve W O1 m 01 6 6 Oi W 01 W OI 6 W W 0i OI 6 6 Ol Oi Oi W O O O O O O k N N N O O O O pO OOO0 � Oi O � � Om OOm OW w N N NN N N N N N N IN N N N N N h� 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 * Exp.0.6/30/07 a E w �Tq C I V II- P OF C AQ6� w DATE: 05/04/04 TIME: 1:46 p.m. NO. BY DATE REVISIONS: SHEET NUMBER 9 SERVER: NONE SERVICE NONE NO " B " STREET IMPROVEMENTS = PATH: N:\mt0522\Catld\Ip\ COUNTY OF 4 DRAWING NAME: IP04.DWG DIAL TOLL F9EE PLOTTING VIEW: NONE OF SHEETS PLAN AND PROFILE SALE 1-800-221- .6W B E Y O N D E N 6 I N E E R I N G VER77CAL: 1'=4 DESIGNER: GILT PROJ. MGR: GLT AT LEAST TWO DAYS SAN JOAQUIN (STA. 10+00 TO STA. 22+50) HORIZONTAL =40 N BEFORE YOU DIG 902 CHERRY LANE, SUITE 20L MANTECA, CA. 86997 LL xCAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these 209.290.9080 TEL 200.299,4186 FAX WWWAIDLTE.COAI PREPARED FOR: COUNTY OF SAN JOAOUIN DATE SUBMITTED: 4-23-04 JOB plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. � NOcc AIERF a N(MfMflM GWf'ptNN