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a <br />N' <br />20 0 10 20 <br />38.5 SWALE SCALE IN FEET <br />38.5 LT, FL 28.0 <br />SONORA STREET <br />N <br />Z 9+18 BEGIN SWALE 10+00 END SWALE <br />26.5' LT, FL 29.0 <br />O 20' LT, FL 27.4 <br />CONSTRUCTION C/L 10+04 <br />H % R/W <br />I EP I +` END SLURRY SEAL <br />C) Z w, # — - — — x / J/ \ NOTE: <br />+ I x �+ "'' \ OSIGN OR MAILBOX RELOCATED TO <br />4019 A TEMPORARY LOCATION & REINSTALLED <br />Z Pk1 4618 ++ cn N N 10364M 4- AT END OF CONSTRUCTION <br />O N 10307.74 to E 9450.05 <br />W E 9228.73 1i ELEV=29.27 <br />ELEV=29.28 3 3 CP MAG NAIL AC <br />CP MAG NAIL AC \ <br />— — — — -4 !� N103 sa — —� <br />J O 7+00 0 8+00 9+00 E1�2910610+00 10+50 <br />_ LL h � FD 5/8ROD HW <br />U LC) N <br />Q W X 4- <br />W <br />_ EP <br />I <br />W R/W� <br />W 9+14 BEGIN SWALE <br />(n 20.0 RT, FL 27.7 <br />9+87 END SWALE <br />37 RT, FL 28.8 <br />Lt502SWALE <br />40 RT, FL 28.3 <br />+50 7+00 +50 8+00 +50 9+00 +50 10+00 +50 <br />34 34 <br />00 6 <br />32 EXISnNG GND EX 10" CMP N N EX/S77NG GND N N 32 <br />AT CONSTRUCTION w AT PROPOSED <br />STORM DRAIN <br />CEN TERLINE (20'1- LEFT) F 3 3 RIGHT SWALE F Q J <br />N PROPOSED RIGHT X 3 ' 3 <br />EX 12" RCP z Z 1n o rn <br />– m– SWALE FLOW LINE n o <br />30 Z STORM IGH))DRAI+ w +w +w oZ 30 <br />(20"t RIGHT) rn m rn m <br />O <br />28O Z ( (APPROX) 28 <br />Z I E WATER <br />(APPROX.) ROX.) <br />26 <br />W O PROPOSED LEFT 26 <br />Z SWALE FLOW LINE <br />J <br />= LL A TI PROPOSED <br />24 C) U7 LEFT SWALE <br />24 <br />awl o <br />W �o <br />ri <br />22 C 22 <br />W zo <br />W <br />(n EX 8" SEWER Z <br />20 a <br />20 <br />0 <br />E <br />a <br />18 18 <br />W <br />VI <br />a <br />N0. BY DATE REVISIONS: �� SAN JOAQUIN COUNTY <br />a DATE: 11/29/07 TIME: 3:25:28 PM 800-227-2600 SHEET NUMBER <br />SERVER: LAYOUT: Lawutl ��pROFESStON p' <br />PATH: N: \MTBO14800\CADDVP <br />GARDEN ACRES - WALKER LANE AREA STORM OF 16 SHEETS <br />DRAWING NAME: IPSS02.DWG i m <br />NO. SCALE <br />a PAGE SETUP: 22x34 Note: All utilities & obstructions shown are approximate. It is the contractor's responsibility * 5355 e VERTICAL: t'- <br />DESIGNER: YYMN PROD. MGR: e2' <br />MMYM to verify the location & depth with the appropriate agencies. The contractor shall notify the / DRAINAGE IMPROVEMENTS - PHASE 2A & 2B HORIZONTAL: 1'-20' <br />N engineer imediately regarding any discrepancies or ambiguities which may exist. "�! PB E Y 0 N D E N G I N E E R II N � � CIVIL <br />CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these ��gTFOf CALIFO��\P 1030 HOWARD ROAD, SUITE 125 MADERA, CA 99687 <br />X plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. ��..__ .¢='' 559.66L5220 TEL 559.66t4440 FAX WWW.NOLTECOM PREPARED FOR: San Joaquin County DATE SUBMITTED: 11-'29-07 MTB014800 <br />