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Ii; <br />Y- <br />I <br />f <br />I <br />L <br />A <br />EX. MH <br />Y <br />EX. RE 913.56 T <br />I; <br />r <br />L - - - - - <br />- - - L 11 L/111I EX. IE 903.86 - 2411 9 <br />ECT <br />EXISTINGNWATE MAIN. _ <br />CUT IN 16"X16" TEE. <br />r <br />J <br />_ _ _ +J <br />— — — — _ _ <br />^A <br />L.L LLJI L/-/1 L/ 1LLJ1LU1LU1LU1LU1LUILLJILL/11 L/J <br />— — — <br />_ _ _ <br />— <br />- > > <br />> <br />I` <br />— — — — -� — — — — — — — — — — <br />— — <br />--->-----'-----'----->-----'----- <br />lROR MAIN <br />EX 10 FORC <br />> <br />ECEDAR <br />\.hl <br />�5—'—e <br />9 6.35----->----- <br />SOH --'-----'-----'-----_ <br />---->----->----->----->----->----->----->-----'-----'----->----->-- <br />L------>----->--- <br />_ _ --'-- <br />--- ----- ----- ----- --------->----->----->----->----->-----'----->----->------ <br />= _ _ _ -- i <br />--- <br />— STREET <br />Icvi ----- <br />I <br />�I <br />I I <br />'I I I <br />RELOCATE <br />HYDRANT <br />CONNECT T <br />EXISTING WATEF <br />I I -- <br />-x N <br />- - - — — — — — — — — — — •,r _ — — <br />CONNECT TO EXISTING MANHOLE <br />CORE DRILL & INSTALL WATERTIGHT SEAL -> <br />IE 905.00 0 � _ ��-- — — — — -- <br />— — — — — — — — <br />MH <br />— — — — — — EX. 24_SAN S_,-----'-----'-----'--------r---------I-----I-----r <br />------'-�->----'�------I---------- <br />Ld <br />Ln <br />h� <br />SINGLE <br />50 MIN. <br />FAMILY <br />WIDE LOT <br />REAR SETBACK <br />SIDE YARD SETBACKS <br />GARAGE: 5 FT. <br />HOUSE: 5 FT. <br />CORNER: 20 OR 25 FT <br />(SEE PLAN) <br />FRONT SETBACK <br />R/W <br />TYPICAL SERVICES SHALL BE: <br />WATER: AS SPECIFIED BY CITY <br />SEWER: 4" PVC SCH.40 <br />CURB STOP TO BE PLACED 1' INSIDE R/W <br />SINGLE FAMILY <br />65 & 70 MIN. WIDE LOT <br />REAR SETBACK <br />SIDE YARD SETBACKS <br />GARAGE: 5 FT. <br />HOUSE: 10 FT. <br />CORNER: 20 OR 25 FT <br />(SEE PLAN) <br />FRONT SETBACK <br />R/W <br />TYPICAL SERVICES SHALL BE: <br />WATER: AS SPECIFIED BY CITY <br />SEWER: 4" PVC SCH.40 <br />CURB STOP TO BE PLACED 1' INSIDE R/W <br />/ It 912.91 B - r - - - - - - - - — _U��- i - ----- ---- -----�--------7------ I - - - i <br />d O7-- - ---- ---- - --- -- -- r- p \ 1 — -- <br />- — — — — — --- --� r--- � � _� i \ CONCR I I 1 v L -- -J r - - - T T ! i i 25' FRONETBACK LIN <br />N-- --- -- r---- E 911.38-101 �,W — — — C 112.58 Wi 5 ----- - -- <br />/ Joo --W , 25' FRON ETBACK LIN — — — — _--------J L----------� L-- -J - <br />> � RE 929.7 _I I-- — — -- ---- ---- f-gtt.y�=�^I I I S S SIDEWALK �-c� � <br />---- <br />yi <br />/ / I � � II � ------ II li — — ---� 'I I I IE 911.97 E, I II II I I I I I I � � IE � '1.�.68� - j � _ - - - J A IE 911.66=8 _ X DIP, .. <br />4 I I 7 I I 8 9 I I � sF� \ <br />CONSTRUCT I 2 3 5 RE 9 <br />RIGHT TURN LANE li 1 / / R \ G� �— o— 8", yC✓ SAN 1 <br />SE P m P ; IE 9111.06 W \ / <br />S5oE,- j1 �- +oo CYPRESS STREET so \ �, N <br />- - ---- ----- -------------- ---- ---- <br />/ - ----- <br />II I `\ a o — ----- <br />0 <br />-----J-------J L------ ---STORM SEWER L - 22 <br />_ _ _ -' r � r I I I I 12 SIDE SETBACK LINE oolR I I <br />/ i i k - .-- iLl <br />----� r-----� r---__ / i i \ o\ IE 912.71 WI I 1 — <br />1 14 15 1 9,,.45 <br />-1 r-----1 r- �� <br />-----------� r- - _ i i \ p 1 <br />r � I I I I <br />I I I \\ 0 � -�- \\ I II I I I I I I I I 11 I II <br />a- // \\ I j I ` i 12 / i� a o .� \x '�\ 2 L--------- I � l�-------� <br />_J 2$' 8' BITUMINOUS <br />---- r---------� TRAIL <br />m \ \ / B-B <br />20 19 18 17 16 15, '------J---- 21 <br />w I I 14 / F, \e p� < It 910.99 \ \ J TORM SEWER 1 7 v <br />— — I / 21 \ IE 918.29 E i \ r-- L r----- r--- ---------- �, 0 50 200 <br />I 1 5' CONCRETE I / <br />- - TRACK LIN ,— _ _ _ / Q - - _ r j_SIDEWALIL <br />\ �- L_25_FRON�E ---- -J �� / / 13 ti°i o \ \ - <br />----- L / �� F s 100 <br />I <br />IE,910.29 SW `\ �i I \ ` �l l v 20 v �/ <br />�� v RE 929.8 IE.25 SE < 1� 910.39 NE <br />\JE�16:38 gl / I 1 1 <br />( IN FEET ) <br />SEE SHEET 10 <br />CALL BEFORE YOU DIG - — <br />- o <br />Know what's below. <br />Call before you dig. <br />J,'I-J <br />-r_q <br />Ln <br />rn <br />, <br />Ln <br />L <br />Ln <br />Z <br />p <br />I ` <br />I� <br />CzC <br />} G <br />co <br />m a) <br />M <br />War <br />Q0 <br />- <br />, <br />Z J <br />.. <br />- <br />U <br />W C <br />ca <br />lossW <br />J <br />Z <br />LL <br />Z p <br />W <br />p <br />+"I <br />U <br />a_+ <br />H <br />— <br />— <br />Z (n <br />_ <br />W <br />2 <br />M <br />� <br />L <br />Z Q <br />O <br />lO <br />- <br />IY <br />- <br />_0 <br />Z <br />W C- <br />a0 <br />p <br />00 <br />a <br />N <br />z <br />Q <br />J <br />(10 <br />~ <br />~ <br />r <br />� <br />Z <br />M <br />o� <br />O <br />W <br />a <br />, <br />J <br />OC <br />Z <br />O <br />Q <br />� <br />z <br />J <br />J <br />U <br />ILL <br />a <br />z <br />� <br />O <br />W R3 <br />M <br />FBI 3: <br />Lli <br />Z Z <br />u) <br />Q L <br />a a <br />Cz <br />G <br />Q O <br />L <br />V � <br />� <br />W 4-' <br />O <br />r9 U') <br />-0 <br />Q <br />r\ <br />M <br />W <br />1� <br />REVISIONS <br />1. 1/13/14 Per City Comments <br />2. 4/28/14 Per City Comments <br />3. <br />4. <br />5. <br />6. <br />DRAWN BY: <br />JJO <br />DESIGNED BY: <br />BJK <br />ISSUE DATE: <br />11/8/13 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that <br />I am <br />a duly <br />Licensed Professional Engineer <br />under <br />the <br />laws of the State of Minnesota <br />Name: Brian J. Krystofiak, P.E. <br />Signature: � 2 <br />_tl <br />Date: 11/8/13 License #: 25063 <br />11 <br />of <br />20 <br />