Loading...
HomeMy WebLinkAboutS-216007100TH S.E./ S.E. 98TH COURT INTERSECTION STA: 13+94.5 (1+00) PVI STA = 13+50 In rl) co -Vl--El,EV = 387.41 + 00 230. ' VC - --- - ------ ------- --------- -- - - -- - --------------- - --- ------- - ---------- --------------- -- ---- - ----- ------ - --- - ---- ------- E-4 ?0 ----------- ------ ---------- -- -------- - - -- -- - - - -- -- -- ------------ - --- -------- -- --- - --- -- -- log -8" PVC Cc, -0.50 % % PVC @ -Q-.98 ' - 14 5 8 0 co ---- ------- --- -- - ------- ------ -------- - - - --- - - - -- - ---- ----------- ------------ ------- ---------------- ------------------------ ---------------- ---- --------- ------ - - --------- -- - ----------- - ---- - + SSMH 11 �->IA I/A.4b-Zg-F RIM EL. 393.-923F3-516 6iL;j ------------------ ----- ----------- -- --------- ---- - ------------ - ssmFf--8 ------ ------ ----- ----- ------- r-SSMH--- 0 ---------- ----- ---- -------- - -------- - -- -- -- ----------- ----- - fE-- --- (w- ------- -- ---------- ---- --- ----- -- -- c.) STA: 11+43.0 (1+00) 0 5� 1 > STA 14+24 7 R STA 15*65 11 R IE OT, 382.47 �l m m RIM EL. M7-.-88387517 RIM EL. 390.41- 392-31 Clv7V. Cy- IE (IN) - IE (IN) 38i.6 ) (% IE 1) 381.4 IE OUT) 379.9 -- - ------ ------- ---- -- ------- ------- -------------- -- ---- - ----- --- ------------ ------------------------ ---------------------- 3 7y. - 2 2 ifWrf C, --------------------- ---- ---------- --- - -------- --- AS-BUILT TO TE rOLLOWINGew-cKEDITEMS HEREON AREA ANlllrz, CER T M '-c D, S-E 1-0 0��H PERFORMEDBYA REGISMR LT OF A PIELD SUAVEV AN EOLANDSURvEyoA 4TOlM _URAIMAU R Z- --- ---- - --- ------------ ----------- -------- --------------- -------------- --------- _WATERSYSTW 'L*' 'T" NGRZ LOCH' LO 0 r c4T" v " 'p "I'MICAT:' T L" 00 rl I VERTLOCA- r� 10 .0 cli 0 Oi r- (0 [3'qTN I N F 6 )-4- r 00 Iii PVI STA 10+50 0) n 0) '0 C rl) to rl) n PVI ELEV 342.41 A L-JIL 5`13-f - - - --------- -- ----- -- ------ ----------------- ------------- - ------- E DAT� 15+00 16+00 17+00 18+00 19+00 bi 50.0' VC Lu 0 0 + 10 - PVI STA 18+76.25 rl----- - ----- ---- --- - ------------ --- ------------ ------ + to N PVI ELEV = 395.30 Lq .0) 00 -),6 o6 INTERSECTION STA: 22+21.60 10+00) 0� v, U) 00 rl) 00 00 ld 100.0, vc >- 0i I�j rl) r10 350 LO DIV.BOUNDARY STA: 20+91-65 Q� - ------------- --- ------- - --- - ----- -- - ------- ---- -- --- ------------------- 04 rl < 14+00 (6 c U-) LO z c'j 0 04 (D INTERSECTION STA: 19+90.72 (1+00) Lo + 0) + PO 0 0 V) m - r1o) SSMH 7 100TH S.E./ 122ND COURT S.E. + cy) - -- - -- -- ------ --- --- STA --- 1-14 48--6 -R--- - - -- --- ----- ------ ----- -- ------- ------ ----- INTERSECTION STA: 17+50 (1+00) g 00 rl) w 0 V) w RIM EL. -38&.9-8 35710 �? > Ld -- ---- --- - --- - ---- ------- -- -- -------------- --- --- ----- - ------- - ------------- -- - - 400 -- -- -- ---- -- --------- - IE (IN) 48-.89 :5-� DATUM ELEV IE OUT 348.79 --- - -------- - ------ ---------------- > - ----- - - --------- -- ------------------------ -- IE IN) 385.e 3116, 65- CIVA . CIV' > m ATUM EL V --------- ------- - - - --- ------- -- --- -- - ----------- ---- ----------- - --- - - - ---------------- ----- 340 IE 00 384.9 3 F q - 75- CA Q. CI-1. 0 0 OO 0 320 RIM EL. 39a.9239'3"/-' n U� rl) n "i 4- a 0) Ln C-� r- r-� �0 44 00(0 0� �t 0) f) C'� A- . 'n 0) (D n. od �t m - ----- - ----- -------- -- ------- - -- ------- --- ---------- - ----- - - ------------------ ---- --- - -------- - - ---- -------- ---- -- ---------- --- ---- - --- --- ------- ---- 22+00 23+00 A..Cf, rl) 1�) "t M rl) �1) Ln 390 n r- 10 --- ---------------- --- --------------------- - ------ ------------- -,e. C11 ------------------------ --------------- ------- ------ -- ------ ------ -- -- -------- -- --- -- - -- --- ---- - -- ----- --- - -- - -- --- ----- ----- - -- --- - ---------- ------ - P E-4 10+00 11+00 12+00 13+00 - -- --- -- --- - -- ------- --- - -- - ---------- -- - -- 71-/ ------------------ ----- - - - --------- ------- -------------------- - ------- --- -- ----- --- -- ------------- - -- ------ --- - ----- ---- ------------------ 330 .90 3smH 23 28477. A V E :t! STA 22100 YOSr-36 61•7RT --- - AL -yNwoon Cc, -0.50 % RIA4--&L: IE 390. C AlrC. C A/ ELI-V 7-zo 7y, ®� 0 EXPIRES 5-73-95 SEE PLAN SHEET 21 of 45 Y) r- co (D 0i r, LO 0) 00 �0 SSMH 3 r- co 0) . �t 365 0) c� c"I 00 DO - -------- ---- --------- - -------------------- - ---------- ------------- ------ ------- --- ----- -------- I --- - - - - -- -- - -------- -- ---- -- - ---- ----- -------- -- - ---- -- -------- --- ------- 0, z; m c� 0) N') 0) cy) 0) G) 4 0) 0) STA 2 1+08 0 R 0) 'd 0) 0 0 0 [A I I I I I I& I I I I I& I I I I& I I& A I A I I I A I I I IA I I I I I T1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 4 wl�-m 6 7 8 9 10 11 12 13 14 15 16 17 18 19 -- -- -- ---- -- --------- - -------- -- --- -------- :5-� DATUM ELEV --- - -------- - ------ ---------------- -- - ----- - - --------- -- ------------------------ -- IE IN) 385.e 380 ATUM EL V SSMH 11 STA 17-4-46 29-R- IE 00 384.9 3 F q - 75- CA Q. CI-1. 0 0 OO 0 320 RIM EL. 39a.9239'3"/-' n U� rl) n "i 4- � 0) Ln C-� r- r-� �0 44 00(0 0� �t 0) f) C'� A- . 'n 0) (D n. od �t m - ----- - ----- -------- -- ------- - -- ------- --- -- IE- IE 22+00 23+00 A..Cf, rl) 1�) "t M rl) �1) Ln n n r- 10 3823! CIV; -,e. C11 IZcmwae�wsn Foe. ASS;, 10+00 11+00 12+00 13+00 - -- --- -- --- - -- ------- --- - -- - ---------- -- - -- 71-/ 370 28477. A V E AL -yNwoon -S-E /Vz�- DATUM ELI-V 7-zo 7y, ®� 0 EXPIRES 5-73-95 SEE PLAN SHEET 21 of 45 Y) r- co (D 0i r, LO 0) 00 �0 LC) CO r- co 0) . �t 365 0) c� c"I 00 DO CITY CD 1�' J:?, ]-� 2"T 'r C�) T"T 0, z; m c� 0) N') 0) cy) 0) G) 4 0) 0) (6 0) 0) -)a) 0) 'd 0) 0 0 0 0 ro 100) fl) n n to 11) rl) It `1- It DEPARTMENT OF PUBLIC WORKS 17+00 - 18+00 19+00 20+00 21+00 SANITARY SEWER PROFILES HONEY CREEK RIDGE 3 AS 901L 7- )91./c Y- /8f-9S 6 DESIGNED: DA 6 -7 -94 FII.E MANE: 2 PER CITY REDLINES WW,' D V,,C " "4 7-20-94 DRAWN: w, I PER CM- REDLINES ,IW_, � VIW,) DWC 41172lg4 117 CHECKED: 0, IvERT -Fs.�- 00 0 NO. REVE Y APPR. DATE PRO..: 26 OF: 4� [A I I I I I I& I I I I I& I I I I& I I& A I A I I I A I I I IA I I I I I T1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 4 wl�-m 6 7 8 9 10 11 12 13 14 15 16 17 18 19