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HomeMy WebLinkAboutS-216008LOW POINT ELEV = 405.50 LOW POINT STA = 23+32.50 HIGH POINT ELEV = 407.65 PVI STA = 23+39.16 z HIGH POINT STA = 20+82.39 PVI ELEV = 405.37 o PVI STA = 20+59.54 40.0' VC LL U J z%f- PVI ELEV = 408.16 (o 1 or� u� Lo to IN aj M Li L' cn i cD I-- z I- (o + 0 In 0) r- w + 0 n ui 0 + 0 C) 0. Lj n LLJ 160.0' VC L. n d0- J 05 b C4 04 u U-) > n Lo 6i 0 0 > 0 > Lu 0 6i LLJ t- 0 0 V) o rli Iq > m W > C) > + Lo 0 m 0 STA 17+56.70 INTER. In > m > LLI w (o q- -f 2-4 S.E. /S. E. 103 .0% L Li > LJ > LLI IA I f f I I sal 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19 R (13 4 4 AIR V, kC STA. 20+65 -- -- - -------------------- -- - - ------------------------------ --- -- ---- - - --------------- -------- ------- - -- --- - ------ ---- ---- -- --- --------- - - ---- ----- SEE QETAII- THIS SHFJ7 1-:4 - 55 - - ------ - - -- -- ------- - 400 PVC ®- ------- ---- - - ---- --- ------------ ---------- -- - ----------------- --------------- -------- ------ - -------- ---- --- ------- - ---- ----- ------- ------------- --SSMH -30 ----- -------- - SSMH 19 STA 22-+ 47 8 R STA 17+62 RIM EL. 5 R 4103-7 SSMH 291 STA 20+ 25 1 R RIM EL. IE (OUT) 5108. 3"--OS 397, I,E-"( �p I RIM EL. 3'ra-. -67-.3,Y-,Yo8,-7 W ------------------ ----- ------------- - --- - ---- --- ------ JE --- - ---- 3 - -------- - ----- - - ---- - ------ - -- - - -------- --,- i� 34� 390 /co PROPOSED 8"-PVC SE ER �41 - -------------------- --- - ---- -------- SSMH AB ----- --- --- E-4 4=1 - -- -8" PVC 0 -.50% STA 19+11 RIM EL. 4&�.�O 5 R 12-4 t h 81 PVC 8 6/lD ry 0� ame� I E 09n ---- - -- --- -- --- - ------ ----------- ----- 380 ROW CL INTERSECTION STA 10+00 0 rn 0) N 8 U, L-0 Go 04 CD 0 'o r� N 04 7 (o P, If) C', Do 124 S.E. S.E. 100 4 0 L6 0 (6 0 0 0 r- o0 (D Do (D r- co r-� 0 00 CD r r- 0 00 cc 010 (6 (.6 1-- 0 C) 00 (ti (6 00 vi V) 't "t- 1- 't d" 't ;4- 't ;d- -q- -1- "1- -j-" 1-'1- ROW EDGE S.E 100TH (N, SIDE) z 2 00) tl- .(o 0) . 19+00 20+00 21+00 22+00 23+00 23+86.93 0 PVI STA = 10+30 w V) 00 C5 00 00 Ci 0 PVI ELEV = 404.85 0� bi t -t I- I- �t '4t 40.0' VC 1-- z i I 17+00 - I LOW POINT ELEV = 399.93 uj Lo C) O� LOW POINT STA = 15+50.49 0 c� 0 u) Lo (o c� PVI STA = 15+73.35 AS-BUILTICERTIFICATE ui + Lo 0 41- + 0 0 + Lj 160.0' VC I ..... ... L..E THAT I.E FOLLOWING CHECKED ITEMS SHOWN HEREON AREA RESULT OF AFIELD SURVEY 0 cfj 1.0 PERFORMED BY A REGISTERED LAND SURVEYOR IAJ 1-- �Nl L0 110 - 11) Lo O0 STORM DRAINACE SANITARY SEWER WATER SYSTEM > > U > 0- vi 0) c� 0 + 0 STA 17+56.70 INTER. 0 -124 HORZLOCATION 0 HORZLOCATION HORZLOCATION 0 VIRTLOCATION VERTLOCATION VERTLOCATION ❑ Ld Lj + 0 STA 15+19.33 INTERSECTION ca S.E./S.E. 103 124 S.E./ S.E. 102 LLI I ❑ OTHER LLJ U p 0i 0 > > M Ld FiOA-6 WAY 400 -- -- ------ - --- --- --- - ----- -- --- --- - - - --- - --- -- --- - ---- - --- --- --- --- -- ---- ----- --- -- ----@ -R-VG-K-WER--=- i,4+LI7- 5-!�M-H 2/R0 8 "PVC RIM qol,3 I t,5- 3 IS, 390 --- ---------- - ----- SMH -- STA -10+0511- 23 R--- --- --- AS9-. RIM EL. 449-aA-3 d1o. Y, 9 SSMH 22 I E �Q� fy 3V,.-3t-,3 9'0, 8 STA 11+65 5 R -ve- @ Fj-owA ---- --------- ----- :5,57,57 - -Fo 9S.Mic PC, 2- 11 z 2 RIM EL. IE-�� ac- IE (00-T�-393.40 453-.4,&qo3,6 M 373, C -iv,-811pvc 2t -0,w % .58 1/6 81, If PVC 14 77 ...... A L EN 7- - Its dw2/6 4 SSMH 21 , SE EXPIR�-S 5-73-95 380 -- ----------- - -STA--15+ SSMH -20 -9-T-A16+E5 --- -r SEE [D LAN SHEETS 22 & 43 OF 42 1 h RIM EL. 3199-76'/00,5 Z 3a��aB I'EqZT) r� RIM EL. 49e-.8'5-41olA 3 R CITY C:) F, 1:z,::E: 11-Z C) 21z, DEPARTMENT OF PUBLIC WORKS DA TUM ELE V 1 I E (0161-T ) 39&A-7-38-5/ SANITARY SEWER PROFILES U') 0 375.00 Lo co 0 L co Lo 0 0 Ln U-) COO In 00) po 0 Or, 0) N 0) Ln 0) HONEY CREEK RIDGE Lo 01 o"q 0 0 lq Lo 0 0 00 0 0 0 0 0 E-) CD E-) 0 C) C5 0 0 c� 00 6 (D c; C) 0 C:) c� 00 3 DESIGNED: OWC OIWJ DATE 5-7-94 FILE NAME. 1- t �t 't 't t -q- "t- "t- d- n �* 't 2 PER CITY FEDLINES wv✓✓ IC 7-20-941 DRAWN "' 7 PER CITY REDLINES WWL) L) WC 4.1,2194 CHECKED wID 7 =4p' WyV,0-2?-21lW+oo 11+00 12+00 13+00 14+00 15+00 16+00 17+00 NO. REVISION BY APPR. DATE 11110VED SHEET 27 OF 45 IA I f f I I sal 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 19 R (13 4 4