Laserfiche WebLink
MATCH LINE - SEE RIGHT <br />NO. I REVISIONS <br />� 'r ''' ' <br />ANDERSON STREET <br />CONCRETE THRUST BLOCK TO BE <br />L - - - _ _ _ <br />I <br />INSTALLED AT END OF BLIND FLANGE <br />-/ 40' ROW <br />42 -+-I SS 47-- SS m <br />I / <br />WATER VALVE <br />I / I Grass <br />TOP ELEV.: 716.�3 + II <br />If <br />OE OE I OE , OE OE OE OE e OE <br />WATER TEE #3 <br />STA. 16+94.22 / 51 <br />I I I / Conc. <br />Di Base / <br />I <br />I I/ <br />120.2' <br />6'-6" WATER LATERAL / m I <br />I I <br />I \ <br />WATER VA VE I I <br />I I <br />I \ <br />TOP ELEV.: 716.4 f 1 <br />I I <br />I I <br />I <br />N , <br />I119 I \\ <br />I <br />-FIREI HYD. I <br />I I <br />AEP EASEMENT <br />STA: 16+94.271 <br />I I <br />PER I <br />I <br />DOCUMENTDED I <br />I <br />I <br />I <br />I <br />4626 <br />I I <br />Z N <br />Oown' <br />0 O O <br />� <br />m <br />cwnw / I' <br />O� I <br />20+0 <br />Conc. <br />I <br />I <br />�I <br />0 <br />CD <br />0 <br />-OE OE <br />I I. <br />I <br />ir <br />LL 1© <br />m ©I EXISTING WELL FOR DOMESTIC USE <br />I <br />I I <br />I I <br />1 <br />I <br />� <br />I I <br />I <br />Brush <br />I I <br />I <br />I I t <br />I I <br />o <br />``' <br />o <br />m <br />I I <br />I I <br />i <br />� I I <br />I I <br />I <br />1\ <br />I <br />I I <br />I I <br />I <br />I <br />N Asph. I I <br />I <br />I <br />� r <br />1 Story Metal & <br />I <br />Block Building <br />45° BEND <br />Misc. Valve I I <br />I <br />STA: <br />31 +47.93 <br />I <br />FIRE SUPPRESSION CONNECTION <br />31+9 <br />I <br />N <br />/ <br />I <br />I <br />NO OU�F d P <br />RE <br />I j <br />4601 <br />TRACT <br />BASNEY ENTERPRISES, INC., <br />I <br />52203 S.R. 933 <br />I <br />45°END <br />B <br />1 <br />50.4' <br />ST. ID #71-03-24-103-001.000-003 <br />I I <br />STA: 31 + 16 <br />I <br />DOC. NO. 1505422 <br />258'-12 " WATER MAIN I <br />I I <br />N <br />I o <br />1 I m <br />I I <br />5' Dio. B►a <br />o <br />� <br />I <br />11 <br />5' Dip. Bp <br />+ <br />N �l i <br />.I <br />o <br />FIRE DEPARTMENT CONNECTION <br />1 ) <br />I <br />I <br />BM j <br />o <br />¢on1C <br />129'-6" WATER SERVICE <br />I I <br />, <br />(n <br />/ I� <br />r <br />l <br />I I <br />/ <br />170.4' <br />45 ° BEND <br />s <br />OE <br />4475 <br />0 <br />I <br />V) <br />I T <br />4392 ^oJ <br />I / <br />Conc. <br />- ------ <br />---- - -------------- <br />/I STA: 30+87.18 N \ ,�� - 0" �Pft <br />/ I I 45' BEND <br />STA: 30+61.52- <br />I N I -�-----7-19-- M \ <br />I I 4 80 I 1 \ <br />0 4364 <br />S --SS_ -SS--- S--�S---I S--os--�---SS--ASS---SS---SS---SS---SS-��ss---SS---ss---ssSS---Ss---Ss---Ss---Ss- <br />SS--�ss---ss�, o <br />I I (n I / Asph. \ c� <br />0 IIANA & MICHI AN ��' I <br />C) ELECTRIC CO. I I / I / DIAGONAL STRIP PARKING STALL 4494 4 <br />I. ID #71-03-2f- l IN FRONT OF FIRE HYDRANT --71$ - - <br />/ 1 51-007.000-00 r 0.)1 ) \ - - ~ Trash i\rea <br />C <br />a <br />LC <br />--A <br />P <br />GATE MUST <br />NOT BE LOCKED <br />/ of T T I PRIVATE FIRE HYD. - r - - 4352 - 1,Conc. <br />1.I � "' I I WATER VALVE I rz �- sT ST Sr ST Sto e � <br />TOP ELEV.: 718.2 f ��7 - _ 5' Fence <br />PAVEMENT REMOVAL I I �S / - <br />AND REPLACEMENT I I \ N <br />\ 1100 SQ.FT. I I \ I sT 556 <br />\ I I <br />30+00 / <br />I Asph. <br />21 +51 R1 o0.0' TO FIREcDiffPT. CONN <br />p o I ence <br />Grass \ <br />WATER TEE ' 2 <br />1 WATER ALVE I I STA. 21 +07.7 J CONCRETE THRUST BLOCK TO BE - \ <br />TOP ELEV.: 716.8 f I / - - ,'INSTALLED AT END OF BLIND FLANGE <br />- , - WATER VALVE <br />12-LF FENCE -TOP ELEV.: 717.3 <br />WATER TEE #1 V m I II TO BE REMOVED( <br />��o\ <br />STA. 14+41. 16 / / WATER TEE #4 <br />128'-8" WATER SERVICE Conc. I ,STA. 14+39.76 <br />� \ I I/ <br />I I o \ I I I III // <br />I \ m I ` I I I I I I // DETENTION BASIN <br />I I <br />� Brush\ <br />m 1 I <br />---715- / <br />I 5A ia. Base/ <br />►T IH LNlf SEE I I I 7z \\` <br />In <br />DATE <br />2810 Dexter Drive <br />Elkhart, IN 46514 <br />Phone: 574-266-1010 <br />Email: info@sam.biz <br />SANITARY MANHOLE 3015 <br />SANITARY MANHOLE 4255 <br />RIM 717.40 <br />RIM 716.55 <br />INV 18" PVC N 707.10 <br />INV 18" PVC N 708.65 <br />INV 18" PVC S 707.10 <br />INV 18" PVC S 708.55 <br />INV 6" PVC E 707.00 <br />INV 12" CLAY(?) E 705.75 <br />SHELF 707.80 <br />SHELF 709.35 <br />4' DIA CONCRETE STRUCTURE <br />4' DIA CONCRETE STRUCTURE <br />SANITARY MANHOLE 4071 <br />SANITARY MANHOLE 4364 <br />RIM 717.04 <br />RIM 718.66 <br />INV 18" PVC N 708.04 <br />INV 12" PVC W 710.16 <br />INV 18" PVC S 708.04 <br />INV 12" PVC E 710.16 <br />SHELF 708.74 <br />SHELF 710.46 <br />4' DIA CONCRETE STRUCTURE <br />SANITARY MANHOLE 4580 <br />SANITARY MANHOLE 4247 <br />RIM 718.63 <br />RIM 716.20 <br />INV 12" PVC W 709.13 <br />INV 18" PVC N 709.20 <br />INV 12" PVC E 709.13 <br />INV 18" PVC S 709.20 <br />SHELF 709.53 <br />INV 4" PVC E 710.70 <br />4' DIA CONCRETE STRUCTURE <br />SHELF 710.20 <br />4' DIA CONCRETE STRUCTURE <br />SANITARY MANHOLE 4621 <br />RIM 719.31 <br />TOP OF SLUDGE 714.71 <br />BOTTOM 711.41 <br />4' DIA CONCRETE STRUCTURE <br />DRAWING FILE: 92688-DESIGN.DWG <br />CERTIFICATION DATE: 06/09/2025 <br />HORIZONTAL SCALE: 1 "=20' <br />VERTICAL SCALE: NONE <br />ENGINEER: Ben Stanley, P.E. <br />TECHNICIAN: AAC <br />.... ....i����/ <br />LEE <br />co No. 12200658 : -' <br />STATE OF <br />:•cam , <br />'% �NDIANP .• 'vN�',�: <br />S <br />0 20' 40' <br />GRAPHIC SCALE <br />BENCHMARKS <br />BM #1 <br />GEAR SET IN EAST FACE AEP POWER POLE #J 163-520, <br />ELEVATION 718.01 <br />BM #2 <br />GEAR SET IN EAST FACE AEP POWER POLE #J 163-1210. <br />ELEVATION 717.36 <br />CURB INLET 4352 <br />CURB INLET 4494 <br />RIM 717.71 <br />RIM 717.55 <br />INV 12" PVC W 714.91 <br />INV ?" ? W 714.55 <br />INV 6" PVC N 714.91 <br />INV 12" PVC E 714.75 <br />BOTTOM 714.91 <br />INV ?" ? NE 714.45 <br />BOTTOM 714.35 <br />STORM INLET 4392 <br />4' DIA CONCRETE STRUCTURE <br />RIM 717.68 <br />UNABLE TO OPEN <br />STORM INLET 4556 <br />RIM 716.58 <br />STORM INLET 4475 <br />INLET <br />INV 12" PVC NW 711.38 <br />RIM <br />INV 18" PVC S 710.98 <br />INV 12" PVC S 715.53 <br />BOTTOM 709.08 <br />BOTTOM 715.43 <br />UNABLE TO DETERMINE STIR SIZE <br />2' DIA CONCRETE STRUCTURE <br />STORM INLET 4601 <br />STORM INLET 4476 <br />RIM 718.41 <br />RIM 718.80 <br />INV 12" PVC N 715.21 <br />INV 12" PVC SE 716.50 <br />INV ?" ? W 715.11 <br />BOTTOM 716.3 <br />INV 12" PVC (CAPPED) S 715.21 f <br />2' DIA CONCRETE STRUCTURE <br />BOTTOM 715.01 <br />3' DIA CONCRETE STRUCTURE <br />STORM INLET 4626 <br />RIM 718.17 <br />INV 12" PVC S 715.07 <br />BOTTOM 714.97 <br />2' DIA CONCRETE STRUCTURE <br />PROPOSED UTILITY PLAN <br />SHEET 3 <br />BASNEY ENTERPRISES, 52203 S.R. 933, <br />PT. NW 1 /4, SEC. 24, T38N, R2E, OF 5 <br />CLAY TWP., ST. JOSEPH CO., INDIANA <br />JOB NUMBER: 1024092688 <br />