09-12-2022 City Council Packet - Laserfiche WebLink

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\ \ HYDRANT W/G.V. TEMPORARY 2p .pLUG GENERAL NOTES: CL STA. 4+65 MH \ \ saw-i+ss 12'X 6'-TEE HYDRANT W G.V. HYDRANT W/G.V. OUTLC B / \ 3+\ 0 MH (alssa e�=eoeaz7 11'-6' DIP CL52 12"% 6"-REDUCER II 1- E 6"-TEE 5 \ II , 1. ALL FITTINGS SHALL BE DUCTILE IRON CLASS 15'-8" DIP CL52 \ 4 e" PLUG GND. EL. 920.8 5'-6" DIP CL52 I, 1 350 COMPACT FUSION -BONDED EPDXY GND. EL 922.7 27"X6' WYE 2 �'S \ 6" PLUG GND. EL. 917.8 1 i COATED. & RISER \I 1,2"G.V. 12'X8" 6" PLUG I I II i \ t �� &BOX TEEIE: 910.02 _ �, II 2. SEE DETAIL PLATE WAT-3 FOR WATERMAIN Ary/GV TEMPORARY12'TEE \ \ ROSEMARY WAY OFFSET. 4'X8' 4' INSULATION IS TO BE USED 12"X 6"-REDUCER 6" PLUG sNw=i+.0 I I�ei I I I I I WHEN THERE IS LESS THAN 24" VERTICAL 5'-6" DIP CL52 IE: 910.86 (sissy n.=sia.se) .,ae 1 _ I CLEARANCE BETWEEN THE WATERMAIN AND GND EL. 923.6 I SEWER. 6" PLUG DI C nD �L OPEN CUTV 3 \/' J\ -- 3. INFI-SHIELD, OR APPROVED EQUAL, TO BE LOT 2 SANITARY & WATER SERVICE MH RE-92127 \ OP \ - •T''L INSTALLED ON THE OUTSIDE OF ALL 4 BLD=1954 I� \ Yp t \ O 12" GV & BOX I ADJUSTMENT RINGS AND SHALL COVER THE PROPOSED \ t\t \ JACK/BORE 75'-54'\-------12'%12" TEE I RINGS FROM THE CASTING DOWN OVER THE 92O 10' TiCASING! CONE OF THE STRUCTURE. t STEEL \ 12'-22.5' BEND GRADE \\ t+ \ \ I MH rrL STA. 0+33 PLACE HIGH 7:r MIN. saw i as \ f ! f \ 2YX6" WYE MH / 1 3 18 LT POINT AT 12 EXISTING COVER 3 MIN PLUG (RseR a+aiaas) \ ♦ \ &RISER \\ 2A ! I 915 WM CROSSING GROUND � COVER g' PLUG N� \ (60' DIA. STRUCTURE) ..... ....... I W. A ......---------- 8 b1P WM o 6• PLUG \ t \\ Z 8 PLUG 6' PLUG b \ \ _12"5' BEND ' FUTURE 12'X12' gg TOTW-i 8 PLUG 27"%6• WYE IE: 911.06 b \ \\ 2 METERING VAULT 910 AND RISER 6" PLUG t f\ \ I Q :. ... .. 12 W1A I f \\ 8 PLUG CONSTRUCT INV91023 79'-6 PVC CROSSING - OUTLOT B 75 RISER SDR 26 O 2.00% \ t\ t \ I 4N \t \ \f \ REMOVE & DISPOSE OF EX. 905 YY N CONCRETE CURB & GUTTER. 8" PLUG - ` "REPLACE IN KIND. \ t 1 f \ 8" DIP ft I FUTURE DAYCARE \\ �t ls\ FUTURE MEDICAL IAI 'SAWCUT, MILL & DISPOSE OF 90O 33 8 P4C BUILDING II{ BUILDING ; EX. BITUMINOUS. REPLACE N CONNECT TO 27"l 'SDR 26 O 2.00X 12"-45' BEND 1 \\ f\ I W/EQUAL SECTION t SAN SWR W/ 8' I I 2 \\ i MH !� I CONNECT TO EX. 8" DIP WM WYE & RISER WETLAND / \ \ 27 %8 WYE 2 I W/8" G.V. & BOX & 8"-45' 895 O f\ AND RISER BEND & B'X12• INCREASER j Z cs 6' PLUG Il_ _i (FIELD VERIFY) IE: 909.75 1 27" PVCONNECT TO E%. 26 890 i / M 27' PVC SAN SOUR. .. :...... o ..:. :.... .....� :: ..: ..:: / , GOOItDINATE W CTIU 1H i (FIELD VERIFY) ("�'EE+) COMPANIES ON RE ATIO iJ I SAWCUT & REMOVE o o OF MALL &DISPOSE OF EX BENCHMARKS EX. S UTILITIES. —T" '" ' BIT. & PEDESTRIAN 885 ii i 'z i > > - - - - - -------- f RAMP AS REQUIRED. xxooT s nnou uu l .. ....-. .... ... ...: ...... . — _ - _ _ D. tee--+ 7 PLACE IN ' t ROTECT E%. �ONC—RETE'� I '- zr rve sup swe ROSEMARY WAY~I-24TH AVE. PFTM N STREET (C 14� CURB & GUTTER.�--I _„�F1-- ................ - .. ...... .... .... ...... MH -919 72 .. ..... ....... MH E 922 08. MH E�921 27 MAINTAIN :24 SEPARATION FROM 5 LD 2022' 4..BLD=1954' STORM. SEWER&.INSULATE 3 LO 34' MH E=91950 MH E=919.72 Rl' RF 920.00 RE 915:d0 MH 1 LD=1940' 3 LD=18.34 92O (SEE DETAIL) BLD 19A9' BLD=14.83 2 920 ..... �_._._. .....:. .... .:::. ::: ..:.. ... ....:.. ..... ... ..... ..... _ EX. 16" GAS 15' STM SOUR. - 15 :STM SWR PROPOSED LOT 1 WATER SERVICE PLACE. HIGH---- PIPELINE CROSSING. CROSSING CROSSING GRADE POINT OF WM 915 AT TEMP HYD : : - --12 X12 WM 7 5 MIN. 915 1 '. DI AIN : :: CROSSING:.: - ::. ::. ... COVER. ..::. . 1 (MAINTAIN POSITIVE GRADE) T5 MIN 12 WM OROSSIw 12 -:45' VERTICAL Z\0 'COVER FJ T CONNECT TO E% 7.5' MIN. BENDS AS REQUIRED EXISjING;J 91O I PLACE HIGH POINT OF GROUND 8 DIP WM +Nt COVER 12•X8 12 DIP WM 910 { OPEN CUT :..:. ..:W1.4 AT HYD TEE ... ... ....(FIELD VERIFY): :I M TEE .... .. .:.... I 2 8 DIP W1A e' PLACE 27" PLUG OPEN CU I WM 12 DIP RAIAIN / / WM I bl ECTIONA WA / TEMP HYD N� RILLWM _ M E 904.1 905 m - 2A Lo 4.00 6 Pws 905 ... ...... .n o:....... .... ...... ....... m ... FUTURE 12'%12'... .. ... .. .. - METERING VAULT. 12 WM m. EX. 27": PVC ... CROSSING: SAN SNR 900 207'-27" PVC 317'-27 PVC SDR:26 O 01.iR.. PUUG 900 ......... ..... .. SDR :26:0 (L71% :..... .. .... .:: ::. .. .. .. ................ .. S & .. ..... "' - ""' '306 '27"'PVC DR28O:i1X . ..... .... 27". SAN SOUR ... .. MAINTAIN 24"SEPARATION. 8" SAN: SWR CROSSING : CROSSING FROM EX. PIPELINECROSSING. 38'-27" PVC TEMPORARY MANHOLE BASE CONNECT TO 66'-27" PVC 1A5'-27' PVC SDR626 O O.P11R E%. 27" PVC SDR 26 O 0.1 96895 895 JACK/BORE :. .. ..; :,. SDR 26 Od.112 SDR 26 O 0 11R PLACE: STEEL PLATE ON TOP ..:.. .. ...... .. .......75"=42"'STEEL :. .... .. .. .. .. .. ... .... ..... ..... ..... ..... .. ... .. .. .... ... ... .... AND: BURY:: MANHOLE: TO BE.. .. ..... REMOVED WHEN FUTURE .: .. .... SAN 27" .. :: ..:: CASING O 0.11% 3 w : w L 3 (FIELD VERIFY) 3:. i UTILITIES: PLACED UNDER PIPELINE SHALL METER9JG VAULT:INSTALLED. z u n : BE QRILLED/BORED O TO AVOID DISTURBING n n o }. 890 v i I SOILS SURROUNDING PIPEUNE: MAINTAIN ^ n I 890 .. .. .: ..2-FOOT-DISTANCE.. .. .... m ,n m A OF UNDISTURBED p.... v a n SOILS SURROUNDING THE PIPELINE o o - a S 8.. ..rn ' .m 885 z > : _ : > .,_ �RL�N :;woo"'"la'mz°`I■ ne,aw= N11 s n°°x•m ,°um "°s. r�s =' REHBEIN PROPERTIES 2 ,�_ /�//►►�� ,`.a ti�m......=�i�a�'a M'��"d�a h��a��°° BELLAND FARMS SANITARY SEWER& of \" MS{►AIN eE ie.e: n= 3.�.w==aft,=sa"s., sere x°ne r,°m Mxs 762524th AVenueN ITM Lino Lakes, MN WATER MAIN cAldsaxHlzuNwN " " _`° Hugo, MN 55038 7