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1834 BELCHER RD N. t 311363 FENCE END 0,9'N, 7,4'W ELEVATION = 52.71 FEET (NAVD88) FTAITZ—AmwiroTiffil 1� = HOLLY E) = OAK * = PALM L, -1= CURVE [To. 7 RADIUS 771.20'(P1 M) DELTA 10-06'25"(P&M) ARC = CL CBR = N 05*08'17"Ei(P& CHORD = lJ5.86(P&M) 0 PROPOSED BLOW OFF a t ! i l a� CLEAN OUT 0 11 MANHOLE _0 ------ 0— EXIST7NC CONCRETE HEADWA"\ N1 \)\49.98 50.21 NP (2.4'xJ.8' PIPES To tHt: 0 �oF40 JUNCTION BOX (J.B.) FCM 4x4" No. 1982 0.01'N,0.12'W Ow- H.C. HANDICAPPED SPACE FTAITZ—AmwiroTiffil 1� = HOLLY E) = OAK * = PALM L, -1= CURVE [To. 7 RADIUS 771.20'(P1 M) DELTA 10-06'25"(P&M) ARC = lJ6.04'(P&M) CBR = N 05*08'17"Ei(P& CHORD = lJ5.86(P&M) TO OF SL — - — - — - - - - - - - - - - - - - - - - - - 48 (51� RADIAL) - - - - - - onn ELEVA77ON = 51.52 FEET (NAVD88) 4' HIGH C.L.F. (PRO SED) s, t X0 Z. x x /* s0 s7 SIR 54 I p9 T AL 4. 4- -7- FC45N, M x 0. x tip' 0511E Z. x r 507 7!1 Izi ;N CLARE V� DUSTING 48, 11 GRATE INLE ( TOP EL 49.52 NW INV 48.04 NNW INV I= 47.40 j S INV =14Z46 by k co 'u, 51' Brp,& ¢ I 'METER , 0,\ cc r 11 I it ti EXIS77MG CURB INLET TOP EL = 50.40 52.60, PROPOSED GRADE PROPOSED HYDRANT ASSEMBLY 1:3 PROPOSED I VET & DISK No. LBJ776 tl------------ x PROPOSED GATE VALVE 0 PROPOSED BLOW OFF a PROPOSED CLEAN OUT 0 06 MANHOLE _0 ------ 0— SILTATION FENCE N PROPOSED GRATE INLET 0 �oF40 JUNCTION BOX (J.B.) 44, x EXISTING ELEVATION H.C. HANDICAPPED SPACE MASONRY NAIL IN WALK APPR0X&"TAWp.= 51.15 FEET (NAVD88) C., (60 RIGHT-OF-WAY) ---- 18"-RCP ----------- -- r I- - - - - -- ----------- (4W APPROXIMATE E.O.P. `Pp �nNG FGR4 IN T- E� I TOP L_ J4� OP kq EXISTING 6" PVC WATER MAIN IT E 1 17 --------- - - - - ---° - - - - - - - --- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING 6" PVC WATER MAIN I I { I I i l - - - - - - - - ------------------- EXISTING FIRE HYDRANT b SURROUNDING PROPERTY INFO: EXIS77NG uj GRATE INLET a. Z—IRT TOP EL = 47.55 00 5-1J-05 INITIAL SUBMITTAL N INV = 44.6 L—IQ REV DATE DESCRIPTION Nc) o.• 149. Nd-N4 ) Ire Q) ICI 1 �48 148,95 EXIS77MG GRATE INLET v TOP EL S INV = - -------------------------- EXIS77MG CURB INLET TOP EL = 50.40 52.60, PROPOSED GRADE PROPOSED HYDRANT ASSEMBLY 1:3 PROPOSED WATER METER x PROPOSED GATE VALVE 0 PROPOSED BLOW OFF a PROPOSED CLEAN OUT 0 PROPOSED MANHOLE _0 ------ 0— SILTATION FENCE N PROPOSED GRATE INLET 0 PROPOSED JUNCTION BOX (J.B.) 44, x EXISTING ELEVATION H.C. HANDICAPPED SPACE ®_� DRAINAGE FLOW ARROW EASEMENT CATCH BASIN AREA DIVIDE LINES TYPICAL WHEEL STOP PROPOSED GRASS/PERVIOUS 4' HIGH CHAIN LINK FENCE (CLF) NUI VALIU UNLLZ)b tMldu-'fbt-yl' I 0 fp 4KA�13tU'l4LAL 2' CONCRETE VALLEY CURB C) V' x 01- 29 -15- 55950 -000 -0020 �PROJECT BENCHMARK No. I SUAINYDALE BOULEVARD !!x 7x MASONRY NAIL IN WALK APPR0X&"TAWp.= 51.15 FEET (NAVD88) (60 RIGHT-OF-WAY) APPROXIMATE E.O.P. EXISTING 6" PVC WATER MAIN --------- - - - - ---° - - - - - - - --- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING 6" PVC WATER MAIN - - - - - - - - ------------------- EXISTING FIRE HYDRANT SURROUNDING PROPERTY INFO: EXIS77NG O1 -9-1 rJ—O6 220-000-0010 GRATE INLET Z—IRT TOP EL = 47.55 00 5-1J-05 INITIAL SUBMITTAL N INV = 44.6 L—IQ REV DATE DESCRIPTION NUI VALIU UNLLZ)b tMldu-'fbt-yl' I 0 fp 4KA�13tU'l4LAL