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HomeMy WebLinkAboutD-27501AC F ® o iV w 4 m o m N rn N J U Y 0 O O u> U O O N N N O O 0 (20" /D - �71.v ixf ° _� a b �� o E3 N 11 9, 0 T, L E 28 0 0° 5 I csloolt w NOTES: 1. FOR IC, 52 3 0 v �`\ SURVEY CONTROL INFORMATION, SEE 1 � \ �- � �` = I 1 1 �� DRAWING G4. CJ w 16 @1 � � � PRQ OSED S1�ORM E 7282 �: r � � DRAt, AGE, CS INED' _ WETP NDflET �ITION 1 w �� -. z �� I 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. � Q n Z XX X !�. 'o v 140 l — 24 RC SD s 1092 " m POND`pESICN 5 29 SURFA E EL =8, �,� $ I o I I N ��'\ I I -. ��� � 3. FOR STORM DRAINAGE NOTES, SEE DRAWING iC(D)800. w =aS w w MH TYPE 3 -5 4" / _ `'a 1 VC DRAT :_�� a I J 4. FOR STORM DRAINAGE mmo Q¢N sap w LLI CD r, LID EL= IE 12" IN(N) =: 6. 0 s LES 10 9 � _ COi$� CB TYPE 130 GIRT EL =11.75 tE IN(SE)�10.00 I ®/ TRENCH SECTION, SEE DRAWING 1C(D)800. w Z Z FIELD ADJUST y IE 24" OUT(E)=6.20 y� i v 86 IMF 7L \ 3 e \ �G�� IEE OUT N)$10,0 I i / 5. FOR STORM DRAINAGE v � < ® �� N 71098 � N 71066 A I ��� "T2 PROFILES, SEE Q M CCD 0 Q� E 52697 � TRANSITION B PERF AND SOLI L � �� � � � � � e °` � � � E 53 9 759 I �F� �' DRAWINGS 1C(D)600 AND 1 C(D)601. O Q z PVC DRAIN vv � 4" P D 0 LET �� IE— �2» ., I p T� ERF PERFORATED AND SOLID Q CD Cn �� N '70991 �,, ...�— E 52788 i A v p� s .5 � N 7 05 p_ �� E5284� �� ��' P I I/ Q C �' rnv D � WALL PVC DRAINS NOT PROFILED. Lk0Z_w Z w Q 6`� �� —�' Rio m �g f rn I o `�; r 1 ©PIPE SHALL BE . ®� m X �% I x o �t� �� �� 037 �_ $2g 262 �, cuL ER �� 1 6 �` 1 2 \ LAID UP GRADE FROM OUTFACE `D2 ''. 8 >� 0 3' TALL �'S CONCRETE WALL --� o E C1u€�T -� X "Tt= ,2 "' PVC ( 72.3, \ 6' � � � \ x - ( ) ,o s 4 ��,- � f„_. .� �sT ° ' - - I� � f: � I'- ., \\ � I `. \ 'I s `'�\ PIPE SHALL BE INSTA INSTALLED WITH BELL ENDS UP GRADE. FULL 20' LENGTHS 0 PIPE SHALL BE POINT�CD2'FST PIPELINE E o o N N 71,000: I ��\ - .., -w�1 Po, 2 5 LF -6" PERF I PV SHALL END AT POINT "D1" Z ®Q _. y X „- — DRAIN N 71,000 WITH A BELL END. CONSTRUCT (� 3a y� �' _. / \ - BULKHEAD AT POINT "D1" PER 02722. �\ V� '\ " �� EF 4 RIPRAP SHALL BE PLACED ALONG PiPE TO TOP OF W �, 1 S 4 A � ` 7��,1 -- 7 1. I PIPE WHERE PIPE IS U rno CULVERT �__ I� X - \" XJC �_.... �/ \ �� � _.. � z ` ` EXPOSED \N rn- E ,r PVC (NF) _ 12 / / x ho �_ �• �� 1 CONSTRUCTION NOTES: .Te � 6" PE F PVC DRAIN CONTRACTOR STAGING, LAYDOWN AND STORAGE // /// c �AP E D AREA. CONTRACTOR SHALL T t1 1 Al2 " PERF ,ETE wA L PVC DRAIN \ ,E 122 P(N) =,,. a o '9 =12.5 N\7096 E 53069 PREVENT TRANSPORT OF SEDIMENT TO G DRAINAGE SYSTEMS EXISTIN ACCORDANCE WITH SPECIFI- CATION 02771. CAP END IE =12.40 12 12" PVC DRAIN cut �� /'� AREA CLE4RED AND GRUBBED 12" PER a_ s 1 " N 70971 IE =6.00 ��j cu�s€_ -' TESC PAN. FILL WITH S1 a a E. 52707 f N 71035 E 52876 �// E i2.� =,ta �// /� TO MATCH EXIST, GRADE AND SLOPE. w _j , (n /// -- -165 0 N m m x x ?� oe = 11 g —'- -- -- - - CB TYPE 1 / // D1 LID EL =16.4 / 48" DIP S� INLET IE IN(S) =11.45 / /// IE =3.25 - - -- - 16 IPI 5 a IE OUT(N) =9.00 // N 70890 �// //���„, E 52932 z 2 a i N 70918 E 52888 �j� 8 6l` DIP 33 035 6 38 40 �fj���y/ / / / �\ / / mr `42 4 4 50 °0000° P �P > _> 6 �j o / o �/ 16 //E/ 3 55 5 60 1 6 63 64 65 QO ', T X X op �� o / X X X X I ��X X I M 16 °�' / X X .,00 X X 7 68 69 70 N 70,800 �.- .. -' -. i.... Q w.,. " °000 N 70,800 71 72 73 74 75 KEY PLAN p 20 10' 0 20 40 SCALE: NONE N S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. J SC,f,G o N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. 0 ®®®®®®®®®® �v�id�i 9a® % AL G� ®RECOMMENDED ev CONSTRUCTION SET, EXPIRES: 06/05/'00 ®FOR ® Z — o APPROVAL I--- BY Bi DATE: ®- --- ® ®--- ---i (20" /D - �71.v ixf