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HomeMy WebLinkAboutSWP2703446.11-12"x8" TEE (FLXFL) 1-12"xB" REDUCER (FLxMJ) 1-12" GV (FLxMJ) 20 LF-12" DI 1-12" SLEEVE (MJ) CONCRETE BLOCKING ROW I I I - EX. 8_' D.I. I 1,000i j I I 1-5 1 /4" MVO FH ASSY j PER STD. DTL. NO.4 W/CONC. BLOCKING I EX. 8" D.I. �I� I J. W 1 1 r co Z I I I � J LJ,J I /I Q �I �I Q rn � 3 � I U O � I I N = N II � 1 2-8" SLEEVES II 1 I 0 6 LF-8" DI 0 6 LF-8" DI N N _ 0 ` N Wetland "A" _/ TR, CT B 1 A,575 SF i I 1-12" 45' ND (MJ) W/CONC. OCKIN 100 LF-12" DI 1 8-" D.I.--- � 18 lt2-8" SLEEVES I10 LF-8" DI 17 16 IRRIGATION METER W/DCVA PER STD. DTL. NO.24 30 0 28 / 27 9 / i 1-5 1 /4" MVO FH SSYSTD. DTL PED1�0.4 19 � DETENTION TRACT A a _ r N E 2nd EX_ 8" D.I. 40 -w------------- z LLJ I 1-8" GV (FLxMJ) o 1 LF-8" DI N I 1-8" 11 1 /4' BEND (MJ) 0 13 LF-8" DI 1-8" 22 1 /2' BEND (MJ) W CONC. BLOCKING a 0 W n 15 25 24 WATER OVER THL STORM 1-12" 45' B ND (MJ) /-W/CONC. B CKING 14 1 13 7 I 6 1-5 1 " MVO FH ASSY PER STD. D . NO.4 z_—T — r— — I�I NI I �I 0 r r 50 1SCALE IN FEET NE 15-23-5 11 E ISTING TO OGRAPHIC URVEY AND SITE DEVEL61PIMENT PLAN I PR VIDED BY S HWEIKL & ASSOCIATES, ILLC -o- i i 30' 30' ROW ROW I TRo C o I I of I N XI WI I o I' 0 i 1-12"x6" TEE7)F 1-12" ADAPTON I 1-12"x8" RED2321 20 t-® 62 10' PUBLIC WATER EASEMENT W zz; zl wl ZI WI NE D PLA E —— < 15-23- 5 1-2 AIR VAC. � Ir 44 \-1-5 1/ MVO 1-5 1/4" MVO FH ASSY 101 FH ASS PER " PLUG W ONCRETE = I - ALL ONSITE ESMTS 1-8 STD. DT . NO.4 BLOCKING gas 0 12 11 10 9 8 ( 1 RI UJI I �I IRR SVC ! I I it j¢ I ob, *z* I cV 5 4 3 2 1 I o- I IRR SVC 10' PUBLIC WATER I EASEMENT I iI \ \1-8" SLEEVE �—9 LF-8" DI 2-8" 22 1 /2' BENDS (MJ) 2 LF-8" DI CONC. BLOCKING 11 �o 1-4" B.O. ASSY PER STD. i I DTL.10-1 I 0' 3 f I REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: JOSH DERAITUS REVISED BY: QUYEN DANG DATE: 1 /09/2013 CONTRACTOR: RPD 8"D.I. PIPE: 791 L.F. (CL52) / GRIFFIN PIPE 12"D.I. PIPE: 365 L.F. (CL52) / GRIFFIN PIPE F.HYDRANTS: M&H VALVES: KENNEDY FITTINGS: TYLER LEGEND ITEM EXISTING PROPOSED MAIL BOX ROAD SIGN UTILITY POLE UTILITY BOX Rd TELEPHONE BOX TELEPHONE MANHOLE POWER BOX SEWER MANHOLE CATCH BASIN STORM MANHOLE SURVEY MONUMENT TAX LOT NUMBER CONTOUR ELEVATION FENCE DRIVEWAY EDGE OF PAVEMENT CURB & SIDEWALK EDGE OF GRAVEL -- - DITCH CENTERLINE - ---- -- - STORM DRAIN SANITARY SEWER UNDERGROUND POWER --- - UNDERGROUND TELECOM - -- -- GAS MAIN/SERVICE WATER BLOW -OFF ASSY. a WATER AIR/VAC ASSY. FIRE HYDRANT CZ WATER VALVE e ]SC WATER FITTINGS ZC ]YC I{ WATER MAIN (AC,CI,DI) — WATER SERVICE/METER NE 107H ST [SE 117 m ST NE 97H PL NE S7H PL NE 107H PL NE 10TH ST ` WMAA1` d Is '1 NE SM PL ! NE 87H ST I SE 121Sr ST NE 77H PL SE 11S7H SE 117TH ST IN ` d SE 124TH ST Ik � w !0 NE 37H ST < w g NE 47H PL 10 - - < "ll SE 4h1 S1� PL -iK47HST _ — — I ,' 10 ---- �, SITE --- 1, t4- bl NE MD CT NE 311D ST NE 2M �i I �eCIP WE '< �. �MsT f SE 1332HO S7) NE � SE 13ft ST THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC (ROTH HILL). ALL FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. VICINITY MAP D-344601 WATER DISTRICT NO. 90 APPROVED CONSTRUCT I ON)� Dt)I i`N' DRAWINGSDATE : 1-11-13 ; m 0 z r� o w N N 0 va 0 z N _j o o J �� zLdo z L° or 3 U I- C - O_ V Q L m O O Q 0- Q O U O O V O O Y = O m _c QQ 0 > O L (D ti — U Z a_ > N o m ' o � O Y m � � o N 72 U M J J LM o z II O M o �_ L N 2 O b Z O >-- z U) z ~ U W U Z w � O w U�Q? U) J Q Z m W W Q Q BASE MAP E-2 SHEET 1 OF 4 DRAWING E2.030 CD' I�-34`�G01