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HomeMy WebLinkAboutD-275040a z N� c zM C V u L z o n li � Iz 6. o� m: a oo rn .0 N J Y 0 0 r7 O 0 U U i o tV o' o N E3 ' 1{ U ao - V 4 )3 \ \ IE= 5 , N 71 9 i 49� , \_ o° I 1 52890 o UARRY PALS v 5 w 2" THIC �t r 1 I I I I I I NOTES: �.�..� 1. FOR SURVEY CONTROL INFORMATION, SEE 52 3 0 � I I DRAWING G4. CJ Y w � < O Q o_ Z �o IN 710 aj� \ A•�� `A �E 282 C° V A co \ 092 H \ \ E\ 5 29 \ ( 140 L - 24," RC SDI 0. r' `� PRO OSED S +ORM ' �� �' �' -� V DRAT AGE, CO 61NED \ �, WETP ND /DET�NTION ` FOND `DESIGN S ` SURFA E EL =B: 1 1 8 2 \ \ \ z N I ° I � v d 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR STORM DRAINAGE NOTES, SEE DRAWING 1 C(D)800. wr ` \ 707 \ I _ I 4. FOR STORM DRAINAGE L w �- O w W c7 I� cn Q ¢ M MH TYPE 3 -54" j y� pRAI N '' LID EL= 13.43 \ 6. 0 \ IE 12" IN(N) =' \ 1p 9 \ FIELD ADJUST 86 rn \ 6 4 t \ Y SMALLS 2 TIC \ \G \ 6 \ \ol 71.6 ( 3C \ \ CB TYPE 30 GRT EL =111 .79 n IE IN (SE' IE OUT( N $10.0 00 I I li 1 TRENCH SECTION, SEE DRAWING 1C(D)800. 5. FOR STORM DRAINAGE w z z � Q Q Q. U � � — Q 0 IE 24 OUT(E)=6.20 \�71` , \ 4 N 71098 \ E 52697 TRANSITION BT \ \' =7 9 \CC�I \ \ \ \ \` N 7106) 1 E 53099 I N Igg �F\72 PROFILES, SEE DRAWINGS 1C(D)600 CCU Z w M Q 0 Cn w PERF AND SOLI A L \ E 2 7 \ \ PVC DRAIN \ \ � DIP SD O LET N 70991 �,, \\ \ 9 IE = ?.50 \ E 52788 \ \ N 71053 \ \- c� ��� 'E 528\84", _ P 6 \ 1 �2„ l PeRF pVC s ORq� N AND 1C(D)601. PERFORATED AND SOLID \ ^J ^LL PVC DRAINS NOT PROFILED. Z w - 1� Q O co w a a � Q \ l Oc \ �'s\\ \\ o \ > \ 037 _ \ \ E. 29 8 - 6 \ ol 0° ;` 6 PIPE SHALL BE LAID UP GRADE FROM OUTFALL "D2 ". PIPE SHALL BE INSTALLED 1-3' TALL o \� � CONCRETE WALL m \\ \ � WITH BELL ENDS UP GRADE. FULL 20' LENGTHS OF PIPE SHALL BE PLACED STARTING AT \ \ POINT "D2 ". PIPELINE 0 0 6• \ y -' \ \ 2 5 L F -6" PV DRAIN PER \ N 71,000 SHALL END AT POINT D1 WITH A BELL END. �,.� Y -_ ... . N 71,000. \ \ �, CONSTRUCT BULKHEAD AT "D?" O O of� C~ a V W as - \ \. '" _ 12" pE� \ \\ 0.1 B4 LF 7 =' / \� \ \ POINT PER 02722. ED ALONG P PIPE LTOBTOP OF PIPE WHERE PIPE IS EXPOSED \ \ \ < vD o\ s 6" PE F PVC DRAIN �AP E 'S =12.5 D N\7096 E 53069 o ' CONCRETE WALL PVC DRAIN CAP END 12 12" PVC DRAIN N 70971 IE =6.00 �• �. ffAIL z Q a = E' S�707 N 71035 E 52876 / 10 N a a P 11 a v ` --- _ _- ___ - -__- D1 _ --165 / 1� s m e CB TYPE 1 LID EL =16.07 ,' 48" DIP S© INLET IE -3.25 -16 1 18 " E IE IN(S)= 11.45 IE OUT(N) =9.00 N 70918 E 52888 N 70890 E 52932 8" IRR DIP 2 2 a Itt 33I 035 - 16 _. 16 O O (0 p O .6 38 40 1 ''42 4 45 z ¢� 4 50 5 3 --5 55 5 60 1 6 63 64 65 PP O Oe �� z' 0 oa o 16 7 68 69 N 70,800 F• cli P � N 70,800 71 72 73 74 75 KEY PLAN 20' 10' 0 20 40 SCALE: NONE z O S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. AS ----- BY B U L a ® ® N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. o 222 `. CONTRRACTOR'S INFORMATION SF RECORDS. LIC ENISEDE sS /ONAL C' IS NOT RESPONSIBLE FOR ACCURACY OR 731 0 - COMPLETENESS OF CONTRACTOR'S RECORDS. ExPiaES: oe /05/'02 I RECOMMENDED FOR APPROVAL BY ^---- w------ - - - -ate 'RECORD D R A W I N G, I - L A )nnn ROLL # 167