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NOTES
<br /> 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF m
<br /> ` Y EXI T DECATUR CONSTRUCTION STANDARDS OR APPLICABLE SECTIONS 0p�
<br /> I OF THE [DOT LATEST STANDARD SPECIFICATIONS. °
<br /> �O
<br /> 22 z
<br /> FH �.. Sanitary Manhafe(Benchmark) 2 NEW PARKING AND DRIVEWAY AREAS TO BE CONSTRUCTED OF 5"
<br /> TE58$ RIM=670.56 P.C. CONCRETE ON 4" CA-6 COMPACTED BASE, EXCEPT AS o
<br /> TEMPORARY CONCRETE WASHOUT FADUTY STABILIZED CONSTRUCTION ENTRANCE PLAN NOTED. CA-6 TO BE LIMESTONE. U
<br /> 3. NO PART OF THIS PROPERTY COVERED BY THIS PLAN IS o
<br /> SITUATED WITHIN 500 FEET OF A SURFACE DRAIN OR
<br /> �6\
<br /> y 6y WATERCOURSE SERVING A TRIBUTARY AREA OF 640 ACRES
<br /> I73'1 1\� :` -_____________'TT` a OR MORE. o
<br /> 7�,avt = = 4. ALL CUTS IN EXISTING ASPHALT, CONCRETE OR CURB SHALL BE
<br /> ,� e. I __ _ ________________________�
<br /> , E. WAGGONER ST. SAW GDTs.
<br /> r PLAN HEW I "' '"' "" 5 STORM DETENTION: AREA A- UNDERGROUND STORAGE
<br /> Match Existing Match Existing e .5" a 4" Qyb' STORAGE REQUIRED-2632 CF.
<br /> 670.2 J c, X670.5 _-_ -___- ____= STORAGE PROVIDED-2766 C.F
<br /> -J �___-__, _ _ __a_ _ _vr / _ r- AREA B- DETENTION POND
<br /> STORAGE REOUIRED-1483 C.F.
<br /> ! r.,.< "J ""'°""'^ . 4� L99i!` 677.35 671'75`+ 671.9 ':,� / 71.60 7 q STORAGE PROVIDED-1490 CF.
<br /> STRAW eAr ANCNIhi e_Eenays ; °<o.w�.dl o FREEBOARD REQUIRED-0.55 .
<br /> e4""0""'° 9IX E�vwnlxl I - K! ( 671.50 I I
<br /> T.
<br /> ,:I r sm res. ccs cc, 671.40 . •----'
<br /> I I / SILT I 36 FREEBOARD PROVIDED-0.0 FT.
<br /> ' / ' (TYP) CVs \ ss° i t w 671.40 1 6. ROOF DRAINS TO OUTLET INTO STORM SEWER SYSTEM OR ONTO
<br /> _ SPLASH BLOCKS OR PAVED SURFACE.
<br /> a aon<ama,« a a "a""« fi71.OD tl+ p `�
<br /> a"Y OFf x '��`� �.-. �.°. .e N Ie„ec,RN I e' 671 70 - - 2.05 �S� 67- _ :-1-; I 7. ALL TRENCHES WITHIN 2 FEET OF A PAVED SURFACE SHALL BE
<br /> 671-51 71.87 ���+ a '-+-r''-
<br /> m '�'s _ -r I GRANULAR BACKFILLED WITH CA-6 MATERIAL. ALL TRENCHES
<br /> \ 672.455N6`''I �0 672.5 W _ x.6+1:5.^_:
<br /> e,,,oa a"� �"��� _ ._�.��.�..• evw N F 1 OetenOon °net +4'� I�rV' 672-45PV 672.00 V _ IN PUBLIC R.O.W- TO BE BACKFILLED WiTti PLOWABLE FILL
<br /> A� NRCS . I R I I ' t \ �' \ "+ \672 25 \n .p l I NOTE: APPROX 8. ADA CURB RAMPS TO BE IN ACCORDANCE WITH IDIOT STANDARD
<br /> L-�� I ,,? \ LOCATION OF NO. 424001-06.
<br /> o Il ff9' I i 672.95 W 670 I RELOCATED ELECTRIC
<br /> y\\ I I '7051 I ' MP t� a 672.45P i LINES 9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL
<br /> � PERMITS TO WORK IN PUBLIC RIGHT OF WAY. THE APPROVAL
<br /> .65RIM r6 T� 672.13 y' I 672�W ai`\ 671 00 I OF THE SITE PLAN DOES NOT CONSTITUTE THE APPROVAL FOR
<br /> i I THE CONTRACTOR TO DO WORK IN PUBLIC RIGHT OF WAY
<br /> �m< I I 672.45PV I ss 1 9' WITHOUT SAID PERMITS.
<br /> 670.
<br /> 90
<br /> SILT FENCE SILT FENCE PLAN R 1 c I I I I ` '� I TI 10. PROPOSED GRADES ARE PAVEMENT GRADES UNLESS OTHERWISE
<br /> I NOTED.
<br /> I . MAXIMUM 100
<br /> O.T� - I' rf \ YR STORAGE 16 SILT 11. OWNER TO OBTAIN LAND DISTURBANCE PERMIT AT TIME OF
<br /> step+ �® ' - 1'1 1421 _ 'C�� �.`4 „+�' ELEVATION PQ-�"�� FENCE
<br /> 670` CONSTRUCTION.
<br /> 671.5 (TYP) 12. ALL INLETS TO BE PROTECTED WITH APPROPRIATE EROSION N
<br /> qII I I CONTROL DEV CESUNTIL THE COMPLETION OF THE PROJECT AND o n E E
<br /> GRASS IS ESTABLISHED. s
<br /> .`P�\ � 71.70
<br /> sten z ELavanoN-V h �. I\ 6 1.00 13, BENCHMARK: NORTH RIM OF SANITARY M.H. IN WAGGONER
<br /> >11 \ \ e c, 6. 672-95SW 1 i STREET 72'1 WEST OF NE CORNER OF PROPERTY. E a
<br /> lI ��, I Pr i 572.45PV I t�� ELEVATION = 670.56. &t ..
<br /> h Q I 2 J
<br /> r I * � I 14. ALL CURB SHOWN SHALL BE B6-12 CURB AND GUTTER WITH
<br /> st.R 3 U 3 I xi\, I; I .80
<br /> __-7-
<br /> 711'45
<br /> imL ! I : .* 2 01 INVERTED PAN UNLESS SHOWN OTHERWISE.
<br /> s....d..e... N �I \:I I \ .°L-1°. ! / + 672.95SW I e
<br /> ill II I� 1 \ / 1 672.45PV I e15. EXISTING GRADES PROPOSED GAY v
<br /> ATTA-.TMA SLT TE2+ct-s ��, II I \ I . . PRBPOSED BUILDING .95svJ< `
<br /> -A C AN...R DETAIL u x /1 ! 1 i ,s 0`' 100,00 0» "
<br /> I 679.65 I / 4 1J1 00' s n
<br /> �•.`x .s"`..�.. :,:.,, I 6 I� I0, °'0 m
<br /> IB•sau �1 1 \ IP I \ 671'32 I I ( 7 R// i6. CONTRACTOR TO PLACE STRAW WADDLES OR OTHER ACCEPTABLE
<br /> I u i °1 �' ��rA" L I EROSION CONTROL MEASURES AT EXISTING ENTRANCES. m °
<br /> o,..c".e."...,:......,,r. .�..r-•+ .. 4 w t .- \ 1n
<br /> , 6� u II I G . FINISHED FLOOR I ._
<br /> nAf ELEVATION = 673.00 1 a
<br /> 6
<br /> ._ bRe b o e u I I \
<br /> NRG .'^'. _ 0 NRC$ Lmp^ II I I I I s I 0'o Ov
<br /> II I I` I e I 670.$$, 11 a T�m
<br /> II I�I
<br /> 1672672.95SW ��/ i
<br /> 671 20 .1✓ 672.45PV 1 �' 4 6,2.45SW SILTATION AND EROSION CONTROL
<br /> II seg\J -- 6 0.40 M o�n° +�4 I'` -i,Jg 672.45PV 1 ate„
<br /> 672.95SW 672.95SW THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR r o u t
<br /> f I �� } 672.45PV 6724 PV I CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE aaly n
<br /> C, (., - O 67213 I CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL
<br /> o C.t IQ J C I EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO STAKED STRAW
<br /> U _67 6' I'Q Q L BALES AND/OR SILTATION FABRIC FENCES. CONTROL SHALL COMMENCE
<br /> ' O c -------- ------------ A'1G1
<br /> V Q Q r I WITH GRADING AND BE MAINTAINED THROUGHOUT THE PROJECT UNTIL
<br /> II W 13 O � 6�- 672 45SW RAMP Q ,J I^ ACCEPTANCE OF THE WORK BY THE OWNER, MUNICIPALITY AND/OR
<br /> 0
<br /> I O 672 45PVI m f ILLINOIS DEPARTMENT OF TRANSPORTATION. THE CONTRACTOR'S
<br /> LINETYPE LEGEND II I N@ 70,��! STABILIZED ^ 67 50 RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED
<br /> _ TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER,
<br /> -Imemo9�e/Pvaic wrtY fl I ° . ENTRANCETIONe%f4 Iyr�aO - ----- - i MUNICIPALITY AND/OR ILLINOIS DEPARTMENT OF TRANSPORTATION MAY,
<br /> Eaeem t Lne •' h I`
<br /> -"- -Fence u,e 670 92 AT THEIR OPTION, DIRECT THE CONTRACTOR IN HIS METHODS AS DEEMED
<br /> -E.mti, L.1 Lme, Y \ ° O O I 672.79 672.19
<br /> s �\ ' 0 _ O --1� I FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF
<br /> -- -BuRAm9 Setb,A Le I ' ` ,r% 671 t6RIM , _� I !1 MUD SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS
<br /> CeneMne �• -- __ _
<br /> -e11
<br /> II -�CLLEANED TO THE
<br /> SATISFACTION OF THE OWNER, MUNICIPALITY AND/OR-ti 71 670.65PIM LIN015 DEPARTMENT OF TRANSPORTATION, ALL AT THE EXPENSE OF-Pmrry 5 670.75 CONCRETE THE CONTRACTOR,60. -
<br /> 670.76 670.3O WASH-OUT
<br /> -U-9-d EllmV¢
<br /> se„Iten se,.er N ., ` - �� ueecAo 000 671 50 I AREA -
<br /> -Seem,seer / L
<br /> -f:e.,amebens..e. IV I � EXISTFH �<<z�_- �
<br /> �>aesA>.'
<br /> �R- N
<br /> 2ysT =
<br /> -R.1-Trans -
<br /> 11
<br /> p I n see
<br /> LEGEND au•,y' *' �, �? y --_-
<br /> wee. �.��_ _--�ffvs'3 ,,, n.,m•••
<br /> 5
<br /> �,tF�a
<br /> MAILE.P. 11/30/13
<br /> a- BOX
<br /> SIGN
<br /> a- UW uULE n°tee
<br /> E. GRAND AVE.
<br /> m- 0_m SFORIER fur#ess roteN Z y
<br /> 0- EL'S CAICL PRa fatless nPtem
<br /> 8- STORM NIT fAT61 BASICLE a
<br /> Q_
<br /> SANITARY NPtBOF >_CATV 1 D:'J
<br /> TRE RxrpenNT 0.ISER W d"
<br /> uIILAimcEEANOUT > aeKs,e� - s "�y sµ sµ s» �n-- Z <f
<br /> G- STORN NAU1aE - - - lF - 5'1"- 0. a
<br /> o- UTaeTY Pal s" --s»---s• F fJJ a
<br /> WATER
<br /> VE<W enotem t7N
<br /> W3=
<br /> TEURIO E RISER 36'.54' NOTE D
<br /> GUYVIREt1
<br /> r
<br /> CONTRACTOR TO CONTACT J.U.LLE
<br /> (1-000-092-0123)BEFORE DIGGING TO t^
<br /> ®-TREE-VARIES FROM 6'to 3B'DIA LOCATE UNDERGROUND UTILITIES.
<br /> NOTE' sheet n°.
<br /> ALL UTILITY LOCATIONS ARE PER
<br /> WATER /� /�
<br /> - AERBOLLARD METER UTILITY AND CITY OF DECATUR
<br /> RECORD DRAWINGS.SPECIFIC VV■--L
<br /> /West noteA I
<br /> LOCATIONS VIERS NOT DUG UP FOR Dr9pct no
<br /> FIELD VERIFICATION.
<br />
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