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HomeMy WebLinkAboutTED4001892.2Stilling Basin CONFORMS TO CONSTRUCTION RECORDS BY: •7• DATE: 4p'21'A • rat ,!+u+r[. �• \ /D Private SHEET R-12 ,. ,M 3 C.B. ,0, 5 ^C.B. �' 36 � � ' M !� A Portion Of The S.W. 1/4 Of Sec. 29, & The S.E. 1/4 Of Sec. 30, Twp. 23 N., Rge. S E., W.M. c 'Q ► i J . 7` N VicIr r�r� /� �r�r� J���_ %'WORim-233 V j rJ �J�� r�r �0 � " /2iin = 24 9 0 E� ncfi Drrr � Fre ch 24G. O L. `r �` �.a� l i t %�,• (a P L i/Ie D in 'na �i 00 7L �ivore S. b/f I 27' 26 25 2 23 r / E r/st E Of ��✓�++/an \, �... /70 F8 ' P S!S 'B . B. L. Rim = ZSO. Q� 2' �.y I dL N � s \ TR 3911 38. 37 3C • 35 34 33 v 32� 3/ 30 29 `r9 ,, D, Eam'f. , e 29S. /6eT PL C.a 6 ' S<TYP•� \ �. ei 1615? - ` 42 ' "0• . 1 43 Ex/.sf /S ' Sfo//n -rii� Or ,sm'f Tap Of Grave/ Cop - Tap Elfn dbv Asr phis 45 ° Bend Water Tight Plug At Dead Ends 6 OAx e 5 r,/-�-r-- --#r,*O Ebra/la, per PAS CLEANOUT DETAI L .�� Not To Scale = 0� • S.6'QS.B.L. s �Illll Mill i 3/4 " - / %z" tt/oshed Bound ROCii 1 Amoco Pio,ceX 10 4.545 F/ter- Fabric, O/ rgoProv�d quo/. Pelf. Co/rugo%ed P/atsfiC 314" - / ir' washed -�� Ro�/nd Rock J FRENCH DRAIN (Non -Point Source Groundwater Collection) Not To Scale �s-✓A9a% s't �N .0 Nh Afo4^ 01 one nequ,re -Ce fs ,5moo rn Oond ro be see os Svec,�,ed For• 5>onoo�d Coup/,n0 DOr.d " •YiG ---_-�6 P/oces AfQ`f&^V1 Abbe A S TA/ A• 36 At/' Ab/Y CIO/rOn,iso' A!'fsr "bOr,Cof.on oar AST,V A-/Z3 A/l Ab/es l I i �T 1 , /l0 L74%� F��xh join 20 /OL F8"0CPP (X0. %t 2'3 Yr F/cam C. 32. ' C.B. Av 21A Pbin, f m / C.B. 30 4p 90 LFr B "10 - Fenced Nat %ve j' 31 32 I 30 .� S.E. SHEET R-8DerSai/ on sht R / o /O 28 �"r3.o /9 Rim = Z45.30 '0 C6 A 28 S c, ✓- V < � � _ � l /. E. = 243. 06P, B'`4 50 2B - • .. /D'P//vafe 49 V I _2 2 Dra/Hoye Esm' �29 �� -- V j /8 S t f3� # 045. G2� o .L... _ : (I' l 23 24 27 - /7 _TRACT C _ - `1' 5/ �y I 25'' 26 . 3 C F 8"0 C. P \48 P. �1. CB. 20 TRACT D 220 L F, 8 dIA I F�cn DSO/r! •, �/, •. • •: .. • �- -- . . ............... ........ ... ... F�eac•h Oro/� P« �o�/ Th/S Si \ , Ebsrt 53 3 ` /5 I c TRA C 7� E i /O Pub/ic D/ cz /na L `/ / �Y"�( TRACT 8"X /2" Reducer • t � � � � Easem. en/ lu � �� • / ► (. l � V 8 37 36 33 34 33 i I B {Q As fcf V Bo rh Ends® l C. 69 C.B.A4 co �2 ,,.e.. 16 l . L. 7 17 � c.8. Af {/ SHEET R-6,4 l 13 \ . r. r �e s �►. f2 T� 6 A'aC'ef An i C. At/a CO. 13- 12 ' Pripm`e : SD Esrn'�` 4 5 6 7 8 9 /0 �p,1►-�'� - ,, 5 _ R. c . o . A C.B.16 C.B.10 t CB /e I3 _ S 77 p,5 �rerx1� UYa/n 5 6 ; CB. 7 CE 227.00 7 9 /0 1/ l ` End F�e�ch Drain C.O. / Line• Riir/ = Z39 00 f SMOOTH COUPLING BAND 4f'L r Q%r' I z" PLATE DETAIL 2 Smooth Couo/irq 4�r� Leave //9" Gap \ Collor (2" G,pe) '4- a 0 A•Q&Aw-,a/ to be A S.T. AA A -&PI Go/vo�ized • A•F�er Fotrrcos-:an /� ") 6 ' Pipe Sfia (er Per A. e. T. M. A - A.53 Each srde or Pi/oe Fbt Mn to A v rol 7' [bup /inq 9ond /Z'nr P4' Lbripl%nv 9cnd ABOVE GROUND PIPE ANCHOR Not To Scale ANCHOR ASSEMBLY FLOWLINE DATA TABLE ELEV II N'i - STATION FLOWLINE LOCATION (DC.R. Talbot Rd S. 96.82 NE Talbot Road South a/4 97.05 CORNER n/2 97.37 36/4 97.87 0+47.73. 14' Lt. 98.59 South 171st Street �2 0+72.42, 14' Rt. 100.70 -"- SE South 171st Street 6/4 99.43 CORNER 6/2 98.58 3q/4 98.08 C.R. Talbot Rd So Road South O� 5+64.49. 14'+Lt. Y 165.19 NW --Talbot South South 171st Street a4 165.68 CORNER 0/2 166.02 M/4 166.29 300+57.48. 14' Lt. 166.55 98th Street South 6+48.50, 14' Lt. 167.18 --�'� NE South 171st Street 6/4 167.01 CORNER [a/2 166.70 3614 166.40 300+36.29. 14, Rt.L.P. 166.27 98th Street South 5� 303+18.93. 14' Lt. 181.99 SW 98th Street South n/4 182.08 CORNER 4/2 181.50 W4 180.58 203+35.65. 14' Rt. 179.65 South 32nd Street 6 303+23.69. 14' Rt. 182.16 SE - 98th Street South 4/4 182.92 CORNER 6/2 184.09 36/4 185.39 204+36.15, 14' Rt. 186.63 South32ndStreet �7 201+52.02, 14' Rt. 170.67 ----` CURB - - South 32nd - Street 4/4 169.72 RETURN 4/2 168.44 3LV4 167.11 200+18.21, 61.61 Rt. 166.01 O200+18.21, 61.61 Rt. 166.01 CUL-DE-� South 32nd Street 6/8 165.20 SAC n/4 164.80 6/2 164.39 L.P. 164.20 36/4 164.40 71S/8 164.71 200+00.00. 14' Lt. 165.22 ---� ,---------- 205+87.57. 14' Rt. ---------- 199.91 -------------------------- CURB South 32nd Street q/2 200.47 RETURN 206+11.06, 25.19' Rt. 200.78 n SCALE: I" z 100' CONTOUR INTERVAL = 2' DATUM: SOOS CREEK WATER S SEWER DIST(K.CAS.) T.9,M, . I.E. 90.06' Of Mx 6-5 On ' ' The E. Side Of 96th Ave. S, 3Wi N. Of The Of 961h Ave. S. FINAL C RO R CTED PLAN DATE_ %A Am, Le APPROVED:ava.. I FLOWLINE DATA TABLE (CONT'D) ELEV 6 ' NO STATION FLOWLINE LOCATION 10 206+11.06, 25.19' Rt. 200.78 CUL-DE- -South 32nd Street 6/4 201.39 SAC 36/8 201.69 6/2 201.83 36/4 201.25 206+10.82. 27.21 Lt. 200.50 11 206+10.82. 27.21 Lt. 200.50 CURB South 32nd Street 6/2 200.13 RETURN 205+80.53. 14' Lt. 199.51 12 15+24.70, 0/4 14' Rt. 228.03 228. " SW CORNER South 171st Street 6/2 226. 9G 36/4 22B . 94 100+73.00, 14' Lt. ZZ$.b0 100th Ave. South © 13 15+24.70. 14' Lt. 22B.03 NW South South 171st Stre4L 6/4 228 93 CORNER 5/2 229.83 344 230.&5 101+71.00. 14' Lt. 23/.32 100th Avenue South 30 14 104+17.41. 14' Rt. ZJ9.I! SE 100th Avenue South 6/4 23c1.3& COgNZR 4/2 239. SS ` 31V 4 400+49.00. 11' Rt. 240. /8 South 32nd St`S"t Y A 15 /04 t 86. 5/, /5.93'AV- 1?39. 73 NE 100th Ave. South 6/4 239.43 CORNER 6/2 2 39. 53 34/4 23 9.43 L .P. 400+ 07. 97, //'C.t • 239. 7/ South 32nd Street 16 SEE PLANS 17 106+38.75, 6/4 11' Lt. -------------------------------- 235.84 234.59 CURB RETURN South 32nd Ct. A/2 233.46 3n/4 232.26 106+72.84. 38.07 Lt. 231.23 18 106+72.84. 38.07 Lt. 231.23 CUL-DE- South 32nd Ct. - 0/8 229.67 SAC n/4 228.26 34/8 227.10 412 226.47 58/8 L.P. 226.38 30/4 226.82 • 70/8 227.78 107+11.80. 11' Rt. 229.49 ' n� R E v i S' N S NO. DESCRIPTIpN DA•E 81 a/ fY i,9 C 9 aey ✓ 6. Z 3 Pa✓is+R�6rar/rs i3••- J. d. Revit .Q REV/S��ED_ ,1. L ST. PER COAL MXT/ON RE oms /O,YP-9/ L TP. 6 dr `� o � v �A. 11') 00 O aD a ao N cn O �z00 = N to N > Q - Q3o 3 z N O m O a -I z o � W L m CC a C7 Z _ s Q 0a 0 V Z Q Z 0. O � Uj s Q dm Z Q 0 J � Q W > _. Ix O Ld Q W deelm ( in � 0 Z CL 2 O (f� 0 V � 0 r Z Z . Y JOB NO. 258-05-881 DESIGNED J.B. DRAWN M.L. - CHECKED L.T.P. DATE February, 1988 DATE OF PRINT R-I 2 OF 34 SHEETS �J 19 f3 /p- /Q) o. SCANNFI NTY 199P P 1Zo51�