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<br /> GENERAL NOTES: SHEET NOTES: GRADING AND STORM LEGEND
<br /> / 93
<br /> 1. REFER TO SHEET C3.02 FOR DETAIL GRADING NEAR MAIN O CATCH BASIN TYPE 1 PER STANDARD PLAN NO. (_' 77 8"TRENCH DRAIN WITH ADA COMPLIANT GRATE PER DETAIL. a N
<br /> ENTRANCE,ACCESSIBLE PARKING AREAS,AND SERVICE 3_p 3 ---- PROPERTY LINE
<br /> 11 DRIVE AREA. 0 CATCH BASIN TYPE 2-48"PER STANDARD PLAN NO.405.© 72 ROOF DOWNSPOUT CONNECTION PER DETAIL.VERIFY EXACT - - - - SETBACK LINE
<br /> O LOCATION OF DOWNSPOUT ON ARCHITECTURAL PLANS. Mk - - - - - STORM DRAIN LINE EASEMENT
<br /> 2. REFER TO SHEET C3.0E FOR STORMTECH CHAMBER 0CLEANOUT PER STANDARD PLAN NO. © � 'a w DETAILS. 13 OVERFLOW STRUCTURE PER DETAIL.© D STORM DRAIN LINE
<br /> 3. REFER TO SHEET C0.D3 FOR GENERAL STORM DRAINAGE O BIORETENTION CELL WITH AMENDED SOIL AND OVERFLOW e • CATCH BASIN TYPE 1 a
<br /> NOTES. STRUCTURE PER DETAIL. 3. 14 PIT DRAIN PER DETAIL.0 4 1
<br /> 0 '�'+ 0 •
<br /> CATCH BASIN TYPE 2
<br /> 4. ALL NEW STORM PIPE TO BE CPEP UNLESS OTHERWISE O FOOTING DRAIN PER DETAIL.4�i d 15 STORM FILTER VAULT WITH 8 LOW DROP CARTRIDGES PER DETAIL.' • CLEANOUT 5 d
<br /> NOTED. Ilk
<br /> O6 ROCKERY PER STANDARD PLAN NO.332. r
<br /> RD ROOF DRAIN LINE
<br /> ---- --'D---.- FOOTING DRAIN LINE
<br /> O INFILTRATION FACILITY#2,19 MC-3500 STORMTECH CHAMBER AIM
<br /> BIORETENTION CELL •K
<br /> BOTTOM ELEVATION=294.78 I
<br /> OINFILTRATIONBOTTOMELEVAT FACILITYION #7,298.3E 66 MC-3500 STORMTECH CHAMBERe 310 MAJOR CONTOUR
<br /> 8 3. 311 MINOR CONTOUR
<br /> i-136.75 SPOT ELEVATION J AN
<br /> OCONNECT TO NEW INTERNAL ROOF DRAIN LINES.REFER TO t1 C• -
<br /> PLUMBING PLANS FOR CONTINUATION. 2 SLOPE ARROW ���OF w ,
<br /> 3 J c C
<br /> 10 48"CONTECH STORMFILTER MANHOLE PER DETAIL. 3 '- y . %¢
<br /> t
<br /> WITH 3 LOW DROP CARTRIDGES.
<br /> _, 29 N t S70NAI,V.
<br /> 65 Q
<br /> 40 20 0 40
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<br /> W/VANED GRATE ......SCALE i 4p
<br /> RIM:300,92 ._. , n= _ "4.,�< f _
<br /> B#07 IE IN:298.186(W) - (.'��_.+- ^
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<br /> `_,` W/BEEHIVE GRATE RIM 2994E IE OUT 298.18 8'(NE) 40 .
<br /> ' = IE OUT:298.408'(E)
<br /> 65
<br /> ". �43LF 8"DIP
<br /> - €'
<br /> REFER TO SHEET R101 FOR -
<br /> * _' RAVE
<br /> <-' RUCKER AVENUE FRONTAGE , 6px00- R�GKE - ..4 .:. r
<br /> ' IMPROVEMENTS - yam{ _ ....
<br /> 5g+00 •, �}
<br /> '--F, 'lEl N 297 97 RO ..Fri--300 .
<br /> '- .. SULT
<br /> aE OUT:296.17 - 302
<br /> 306.93� � ...
<br /> 308.
<br /> 170LF
<br /> EY- ,,,,-.r'w•-"...- __c .56r�.,,,_ �„_. _ _,. -_ _ s.,._ -� .. _ _ •`306.47
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<br /> _ �'- -"" '_' ,_- �a +�,` ; a 309,38 \307.33 306.35J - _ �86 305.40J \ Q
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<br /> os.�� ., /Xi) 3_. 1 - � _ 307.42 _ _.. _ - .,\ LL
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<br /> IE IN:295.838'(SW) \ 4 Y@0.(,'yD�% �� -- �,W/SOLI ID
<br /> --__ _ __... - IE OUT:295.631Y(E) ^3' OB#09� RIM:304.02 ,. - C
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<br /> RIM:306.37 _ (�
<br /> 1 �°- Y IE IN:295.63 8'(W) 1 1 BIORETENTION CELL 1104 �/
<br /> 13
<br /> J;, BOTTOM ELEV.302 1-
<br /> I' d Y '. IE OUT'29g6288'lN)/ 1 1 O O W
<br /> C 1 ( j' o �3 V 1 _B "@ 1.°% --D 0 f• 42LF 8'DIP @ 0.50% M
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<br /> d .."' II - BIORETENTION CELL#02 L 0 3LF�° ,y
<br /> } .-. 1 i O BIORETEMION CELL#03TO ^l' 303.60r W c�.i
<br /> .� BOTTOM ELEV:305.50 t c ID
<br /> dd' --WMERRINGBONE GRATE -O ) 42LF BOTTOM ELEV.3oa20 J f • ..' ¢Q
<br /> ( 38LF 6'@ 1.5E% I ( E 192LF 8'@ 1.00% tf 32LF 8'@ 0.50% p•DIP 0.5%. �303.77 _ I 35.7 �,.
<br /> • RIM:308.38 67Lf @ - 1 W m
<br /> tO1 1 A O7 "` IE OUT:305.97 8"(E) I-� I.
<br /> CB#21 f CB#12 8'DIP@0.50%' J 1E:30126 /..
<br /> W/SOLID LID 1 ® i W/HERRINGBONE GRATE i 305.02 '- - BIORETENTION CELLW� O�
<br /> RIM:311.32 . . _ RIM:308.28 - i.�
<br /> e #05O
<br /> IE IN:307.64 6'(N) .� IE IN:30E.81 8'(V✓) 307 44 303 22� BOTTOM ELEV:3D126 f a Wcl
<br /> IE OUT:307V .646'(E) -. w-i IE OtJT'305.818'(NW) 0 # • / _ - Il
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<br /> L 1 FFE:312.00 °�' �
<br /> FUTURE PARK AREA 1 ,44.7... 5OLF8•@1.00%311.98 Q #Ii flE.30s.50 IE.304.20 P 5 ■ 1 CB#OBO
<br /> 50LF 8'@ 1.00% •
<br /> -^" 83LF 8' 1.01%
<br /> (TO BE DESIGNED 6Y OTHERS) 1 !_ :•ti a 305.69" 304.40 .IE:302.90 j' W/BEEHIVE GRATE
<br /> (I OCB#18 30 @' /� ,RIM.302.25
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<br /> _J 11 W/SOLID LID2.2 030699 O �:' 7LF 24" 0.00%I �,�� ♦ l.IE OUT:296.551Y(SE)
<br /> f RIM 31094 1 CB#11 CB#10 I �, i y
<br /> 1 j aa IE IN:307.50 8(SW) E 1 tE 307 50 W/BEEHIVE GRATE Wl BE / 36LF 1Y @ 3.75%
<br /> .0-0 IE IN:303.11 8'(E) o RIM:306.50 EH RIM 305� - 12'@ 0.00 8 I;1E'STORM ESA1T. 2
<br /> ' ' IE IN:303.11 8' IE:304.0 r IE OUT:304.41 8'(N)- IE OUT:303.11 8'(N) 14
<br /> % .- r CB#14O
<br /> IE OUT:303.11 8' �/ •\ 42LF 8"DIP 0.50%J� 2"@ 0.00 WI SOLID LID
<br /> I ' '303LF 1Y @ 0.50% �Q.. �+, 3LF i I A $' 3.1:1 r RIM:303.84
<br /> j = ya I, o' 0� 0 a. I IE IN:297.201Y(NW) DATE
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<br /> I Y"� ©' IE:304.0 _ \�'' , IE OUT:297.20 24*(E) 51292018
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<br /> � Y 19LF 8'@0.50% �- IE:30750 _ 3pg28 308.40 30631, 307.41 307.32 306.32 306.23 _305.33 30524 304.27 `4' _
<br /> ` -' 179LF 6'@ 1.00% 1, /'�_..__..�. d:. Y ° 309.11 .: J- 1. l . r 304.62 A , EX CB#Ot 14249
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<br /> , ' i ' `��` BIORETENTION CELL#01 a. _ _ \\\ SOq_ a`Pil rcnw.mw:JFli
<br /> S.I� • r-90LF S'@1.00% - O4 % N IE IN:289.5212'(SW)
<br /> II Ij q n __ _ BOTTOM ELEV:307.50 `Oy _.. _. 3.., ._ .. .'�� EX.IE OUT:289.528"(E) '
<br /> 1 1 nNl Dy'-- ® , { 305.58 "° GRADING AND
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<br /> OCB#20 1 a I T 311.2E'1 ° .-309 62 307.1
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<br /> 1 ) W/SOLID LID `,5' 371.7E Y -O'--�*--.3'� • - - ° , 3099E 307.45� r307.32 30583 :?7 ,�G' j DRAINAGE PLAN
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<br /> IE IN:305.856"(W) ; °., b*-` „ D _ 306 [ 308 _.. _._. o
<br /> IE OUT:305858(N);,.. '".' �. 350 Y. ,1� - 3°- _� 302 - - 0 :I
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<br /> P, 25+00- 26+00 - 27+00 28+00 +00 RIM:308.50 30+pp _IE OUT:297.2012"(W) 32+00 W/B•©® 33057 IS
<br /> d __ I I ___�__ -,�__ .,.___}__ _}-p.__ _+ I _ I_ IE IN:298.738'E __ ___ _ ___ •_ ___{- RIM' '.•8 r
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<br /> .� _- REFER TO SHEET R1.02 FOR ' - s�
<br /> 10
<br /> w RIM:3D3.94
<br /> _..._...n..._m _.._._....� .-../1 _ --- �
<br /> CB#23 IE IN:304 018'(S) CB#22 IMPROVEMENTS ' _ IE IN:298.871Y(S)
<br /> W/HERRINGBONE GRATE IE OUT:304.07 8"(W) 4 f WRI HERRINGBONE GRATE 5.5'MAX ROOKERY O6 IE IN:294.6E 8'(V� s O I
<br /> RIM:308.03 s IS IN:3 1,0 IE OUT:294.65 1Y(NE);, 1
<br /> b IE OUT:303.96 8'(N) IE IN:301,04 8"(S) ,
<br /> IE OUT:299.24 8'(W) Know What's below.
<br /> VCall before You dig.
<br /> CIVIL PERMIT SET
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<br /> IF SHEET MEASURES LESS THAN 24%38',IT I S A REDUCED PRINT"REDUCE SCALE ACCORDINGLY
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