2012-81 REZONING PROPERTY - 1312 NORTH WATER STREET

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' NOTES �o FF1 G 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF 55'f DECATUR STANDARDS, STANDARD SPECIFICATIONS FOR WATER m AND SEVER CONSTRUCTION IN ILLINOIS (LATEST EDITION) OR BENCHMARK APPLICABLE SECTIONS OF THE IDOT LATEST STANDARD I I EXISTING SANITARY MH SPECIFICATIONS 1 @ RIM-670.56 PRO-05E0 MUELLER 4'x4' I FL B" E,W=66356 TAPPING SLEEVE AND 4" 2 ALL CUTS IN EXISTING ASPHALT, CONCRETE OR CURB SHALL BE _ 73'1 @ -- _6 6 6 6 c FL 6�SW=667.36 VALVE as-s«--------- SAW CUTS. 3. ROOF DRAINS TO OUTLET INTO STORM SEWER SYSTEM OR ONTO E. WAGGONER ST SPLASH BLOCKS OR PAVED SURFACE REMOVE REPLACE 1 REMOVE do REPLACE 12 SY PAVEMENT(2' ASPHALT ON 4. ALL TRENCHES WITHIN 2 FEET OF A PAVED SURFACE SHALL 8E I f 8'P.CC BASE COURSE)``- -��= GRANULAR BACKFILLED WITH CA-6 MATERIAL ALL TRENCHES IN 95 SF-5" PCC SIDEWALK,, PUBLIC R.O W TO BE BACKFILLED WITH FLOWABLE FILL =_ I 5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS TO WORK IN PUBLIC RIGHT OF WAY. THE APPROVAL LEANOUT I OF THE SITE PLAN DOES NOT CONSTITUTE THE APPROVAL FOR I EXIST INLET 1 THE CONTRACTOR TO DO WORK IN PUBLIC RIGHT OF WAY I �L GR=669 34 I I WITHOUT SAID PERMITS. FL 12'N=665 59 FL 12'SE=665.65 (PROP.) TTYY B(SPEC 2 FR 6 OWNER TO OBTAIN LAND DISTURBANCE PERMIT AT TIME OF 1 �46 FL. GR -670 40 CONSTRUCTION. _ 117. A MINIMUM OF 10 FEET HORIZONTAL AND 1 5 FEET VERTICAL ROPOSED 48 LF 6' InslDlt 6' Orifice in LF121 5' DIAM MANHOLE _SCHEDULE 40 PVC rr� SEPARATION REQUIRED BETWEEN WATER LINES AND SEH<R R.0,C. O 0.335 TY 1 FR. O.L �Si ;. 12' Pipe 1 SANITARY SERVICE O I LINES. RIM -670.65 M I 1 1.0%MINIMUM SLOPE 4 I FL 12"SE,SW=66613 c I I I II FL t2' Nw=665.80./ c EAN T B. SANITARY SEWER SERVICE SHALL BE 6' SCHEDULE 40 PVC AND I I 7.5" ORIFICE I i SHALL BE CONSTRUCTED WITH A 1.0%MINIMUM SLOPE 1 4' DOWNSPOUT UNE TY A INLET I I 11 R 4" 5=665.80 I TY 1 FR C L E I (TYP") _ I RIM =67210 9 WATER SERVICE SHALL BE SIZED AS SHOWN AND CONSTRUCTED I BFL 10" 5=669.86 2 LF IN ACCORDANCE WITH CITY OF DECATUR CONSTRUCTION I o � I I I I �• PROPOSED / 10' SDR 26 O STANDARDS. a I WATER SERVICE 7 LF (EACH) I 0.50% TYP 1 yry 12' DUAL WALL I I ( ) 1 206 LF 10 ALL INLETS TO BE PROTECTED WTH APPROPRIATE EROSION m ^ ADS O 0.5% I I / a I 12' DUAL WALL CONTROL DEVICES UNTIL THE COMPLETION OF THE PROJECT AND / ADS O 0.4% GRASS IS ESTABLISHED. A I f CHAMBER 1 2 ROWS STORMTECH tel = 66617 SC-740 CHAMBERS - 1 /, a 1 11. BENCHMARK NORTH RIM OF SANITARY M.H IN WAGGONER ENDS ot NOTE. CONTRACTOR TO 1066 LF(EACH) O 03% 1 � STREET 72'1 WEST OF NE CORNER OF PROPERTY. I a INSURE 1B" VERTICAL ELEVATION = 670.56 F I I I w I SEPARATION TO f 1 f I I I i WATERMAIN 12, STORM DETENTION SEE SHEET C-2. PROPOSED APPROXIMATE 'LOCATION OF RELOCATED 1 I I UNDERGROUND ELECTRIC WORK TO BE COMPLETE PRIOR TO CONSTRUCTION p 1 11 15 I I I ,� I 12 TEE E J "X�5 FL 12' W=667 89 II ; 11 1 I .- s I II I (I ° I PROPOSED UILDING1 A Z f 1 56 LF 6' DUAL WALL I TY A INLET ADS O 1.Ox MIN. TY 1 FR. C.L32 LF 8'DUAL WALL I WNULINI- RIM -672 35 m n W ADS O 1.09.MIN 1 (TYp) I I FL 12"E=669.35 p lo'SAN G I I ° I I FL 10' N=669 45 I I °• I / EXISTING OVERHEAD ELECTRIC UNES AND Tl POLES TO BE RELOCATED II o I Q I 1A PRIOR TO CONSTRUCTION I o N SILTATION AND EROSION CONTROL 02 n I FL CHAMBER I i THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR " I ENDS 66649 Ii ° I II CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA THE o a N 11 -4*I 4' DOWNSPOUT LINE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL 7 LFc`aNm IS, 0°• I (TYR EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO STAKED STRAW rm r. 1 12" DUAL WALL `I S� I `o n V I' ADS O 0.5% o . I Itl BALES AND/OR SILTATION FABRIC FENCES. CONTROL SHALL COMMENCE I I 22 LF 6'DUAL WALL WITH GRADING AND BE MAINTAINED THROUGHOUT THE PROJECT UNTIL ;c5' DIAM MANHOLE ADS O 1.09.MIN ACCEPTANCE OF THE WORK BY THE OWNER, MUNICIPALITY AND/OR aTY1FR. O.L RIM -s70.a0 � L --------- ILLINOIS DEPARTMENT OF TRANSPORTATION. THE CONTRACTOR'S t'?u 0 FL 12' NRIM -666.53 I RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIREDFL 15" SE=666.53 55 LF 14 LF 6' DUAL WALLTO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER FL-8' NE=667.25 15' DUAL WALL ADS0 1.0%MIN ( MUNICIPALITY AND/OR ILLINOIS DEPARTMENT OF TRANSPORTATION MAY,FL 6'E=667.50 IADS O 0.31% TY A INLETAT THEIR OPTION, DIRECT THE CONTRACTOR IN HIS METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF 8 SPEC. 2 FR. MUD SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS TY A INLET FL. GR =670.50TY 1 FR. C L 70 LF TY I RET TY I INLET FL 12' SWN=667.51 CLEANED TO THE SATISFACTION OF THE OWNER, MUNICIPALITYAND/OR RI =671.16 12'DUAL WALL RI 1 FR. 0 L RI 1 67 .65O.LILLINOIS DEPARTMENT OF TRANSPORTATION, ALL AT THE EXPENSE OF FL 15" NW=66670 AOS O 04R RIM =670.20 RIM =670.65FL 12' NW,E=666.98 FL 12' W,NE=66719THE CONTRACTOR \� 12' 5E-666.70 LF 82'DUAL W \ ADS O 0 47. � \ 51 LF I \� 12' DUAL WALL I EXIST FP \ "` �- _ ��_��_- _ADS 0049. o �eeA ENEST ASMI FSSt1 CNAMS9lS MALL eE®a®N Acmwwl�wrmq7/, m:-CHAMBERSIIALL 4TAlpMD SPECPI TAON r AWMLT ON r FS1S/7TAROAlO PRACTICE FOR rmucnNAL "s P0.YETKYl M 00RRllOATEO WALL DOIp,CIED SIGN OF THERMOPlMfC CORRUGATED WALL FORNWATER COUECYON OIAAMEW ORRI®LINESr34E 11 OWAVATER COLLECTION OM/lE4V'. I / 011- -_- ---- __�i.cD Or E. GRAND AVE. Exp 11/30/13 NK Om w•.rnP..n•e1 v..1 � elalr,®,ANoulAn (AAMITO IR] SIZES 10NT ------�_��_��sa��c==� SIVE Nffa AUDWfDt �E E 6 ¢ga=-6=m_cc.cea�smcc=as=ac��`aac=cc6acs=cpm= - ADS sm Nonw°vv I - E---- - aEorontF FIR mJPL)ALL - - - T y ARD-ANGLLAR SIVE: 30' I __-=c--_c-ic SGltl EiO CAP E 36'x54' SAIY1 • -_r��-_.f-`� --as----- cc a c s'a`�cc=- � 6:a - -y e c s --�-_- NOTE- CONTRACTOR OTECONTRACTOR TO CONTACT N IR" 51' Is' -51" 18' v ('1410"92'D1123)10('1410"92'D1123)RCFORE DIGGING O1X0 T TO � r Dlra WAIJ 1'ERFORAiED DRAN LOCATE UNDERGROUND UTILITIES. PIPE WRAPPED N FASRC E MOTE ALL UTILITY LOCATIONS ARE PER no no STORMTECH CHAMBER TYPICAL CROSS SECTION (RECORD DRAWINfTY AND GS. DECATUR C-3 LOCATIO S WERE NOT DUD UP FOR propc n FIELD VERIFICATION. 12003