07/13/2016 P&Z Packet - Laserfiche WebLink

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1 0 25 50 - �- _= s HORIZONTAL � Know what's below. Cali before you dig ,, , 1 • - VPPTIr01 O� 2 oz tom/ oy�.o+7: P vC o o ° 11 0 21AN S I ° \ i, 1'-12" RCP © }\ 0 0 o I INV 894.5Q.9y% 0- Q Iro►� L—_—MH C-11 (0=48") RIM .37 INV 898.37 b ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE LAND SURVEYING (DATED 4/25/2016) — VERIFY PRIOR TO ANY INSTALLATIONS — NAVD 88 DATUM BENCH MARK #3 TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF CEDAR STREET, 600+/— FEET EAST OF 21 ST AVENUE (ELEVATION = 924.83) BENCH MARK #4 TOP OF TOP NUT OF HYDRANT ON THE NORTH SIDE OF FAIRVIEW STREET IN THE NORTHWEST CORNER OF THE CUL—DE—SAC (ELEVATION = 907.69) i 1 F E S A w �mnmmnn _ � v 40'�24" PIPE @ 0.30% CBM C-2 (0=48") RIM 902.57 INV 898.27 1 C-4 (2x3) = RIM 904.48 INV 9r88_L HIGH POINT ELEV = 905.95 P\/I �... STA — 1+ 5 OWPOINTSA= 4+61:1 ....I.GH..POINT. S A. =. 6.+5.0..1 .. . OW POINT S7 A = 9 + 78.5 ........... ........... ........... ........... ........... ........... ............ .................................... PVI- ELE V- = 90(.12............... ........ ....................................... ....P VI STA- = 4+ 50 ................. ................. P.VI..STA. — .—..6 +.5 0.... ....................................... STA_ .. ........... ........... ........... ........... ........... ........... ..................................... .D. = —1.2 .......................... ....................................... ... P VI ELEV- = 9 03.75................ .............. ..P.VI. ELE V..= 9.0 4.7 5... ....................................... ............................. P VI ELE V = 9 0 3.0 0.............................. .. ............ ....................................... K. = 97.40 ........................... A:D:. 1...2 3.................... ................... A.D... =. -1..0 0...... ....................................... ................................. .A.D...__..1.5.6................................. ....................................... ............ K__ 77. .............................. . ................................................... ............ .................. ............ ....................................... 120.0 VG ....................... ........... ........... ........... ........... LO 920 ............ ..................... N � �o ��.. ............. 04 �....................... .... . ....... . . . .................. 0................................�� ................... O .................. .................. ....................................... ....................................... ....................................... ................................ ..................... ........................ .............. ...............o..... ��.... ........... ....................................... ........... ........... ........... ............ + o + O LO ....... 00 � ...... M`nc9 cn 0 - o + 0 0 r, .... +. ............ ...... . o � zCD Q ........... ............ ........... 00 ..... + ..... p+� . .......................... ..... ........... ............ ........... + .O to .. .z>. ....................0. Q- W...... .............. ..... .............. N ........... ?z ......... ....... . ................ . . ....... ....... -0)~ .... ........... ............ ........... ......... ............ ........... �...........0N .. 0�>........ ............ ........... ........... ........... ............. > U >...... ............. >U w>.............. W ..........z> z z U.> > wI ......................... ...... �. > . ......................... ..... .....6. . ............. ........... U ......�� w.................... Q+CD............ ................. - z zm n910............ ...................... ....................................... ............ ............................ .... w � � , .m w. ..................................... .............. ....................................... .................... .E iSTIN G .0 — ...�R ADS................................. ....................................... ....................................... ....................... ............... ............... .................... ....................................... — o — _ _ — _ ....... — — ...................... _ 0.73%.....1 .. ................. ....... ........... ......... 0. ......... 0% ........... ........... ........... ........... —0.50% ........... ...... .......... .......... -___ _....... _------ _...... j�-__--�----- . . — — — 900 --- --- --_- --.--- -_ _-. ---------------------- \ _ �.. - __---- ---- ----- ------------- --_ — -- _-_-_ _ ------ -- -- �6. .� ... -- 6.6.6.6.6 . ----- -_ . 6.6.6.6.6. 6.6.6.6 �.[1 6.6 .. ----- ------- ---------- ... . ........... A I S N. .... RY N A I T. AT -- �. _ . _ --- --- . --- -- .......... I. -_ -_ - -- --._ . _.. - - - - --- -- - --------- — ___.----- -------- ----------- --- :-.----... . 890 CRO SIN.G..=.. 8 3..4� .................... �\ , 11 \\I I _-. r:-.----.--:-. ---.--:-.--_ -_ - - - -.--_-y -� — ----------------- ------------ — T .— . --------- ---------------- __ .— .— .— __ ---------------- — — — .—_. - -------------- - — -------.----.--- .- 4$�$ --- --_ -_ -_ — —.—. ----_ —.—.—....�.�-4 — — — - -�:............. — --- — . __------------- — — —o n - ---_ -_ -_ ---_ -_ -_ — — — — — — — — I"1 @ 7 --- @ 0.40� g" 111 111 . 4ao.o (96 .. D1A. � SING n 12 D1P CL 52 FOR EMAIN APPROX. DEPTH - FI LD VERIFY PRO STORM S WER INVERT AT 268.8... _._.- ------ ----__._--_... , ...—. ......A. P.ROX...DEPTH . 77 FI.ELD..V. RIFY...................... ............................................................... . - -------- --- - — CROSSING ......................... = 898.2 0 �..........0 r- �F..........O.ap......... Cn 00 0 ap..........� In 04 ....... . �.,f 880 �.`0 ......... ...................0 N..........�.�. 0 0..........M N...................�(pD..........�`OD..........� N ... 0 0..........� �..........�`©... O N..........0 N..........� �.........� 0..........� �..........0 T .........�.�..........0 �........... O C� O O O ......... C� O O �.......... O O O C� O O Cn......... O O O �.......... a) O O CA.......... O O O O rn �.......... 00 o rn Cn.......... 00 O O O ... O O 14 O �.......... O O 14 O 0.......... �? O O 0) 0) O O 0) .0.......... O O O 0.......... �? O O O ...... O O O O �........... O O O 0............ 1-3 O O O ......... O D O �.......... C� O O 0.......... O O O ......... O O o O �........... O O 0).......... 60 O O ......... Q? uJ O O O O �.......... ............ ....................................... Cn.......... ....................................... ....................................... On......... .................. .................... ....................................... ....................................... ....................................... ....................................... ....................................... �.......... ............ 810 .........PR . ................. .......... P STORM SEWER WART AT ....................................... PROP STORM SEWER IN... RT AT. ............ ....................................... ....................................... ....................................... ....................................... CROSSING = 899.. ...................................... f CROSSI G = 898. ....................................... f ....................................... ....................................... ............ 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 920 910 900 DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 O H a _jQ v <� N w 0 m j Z N O N w N G � w V m m U m w >m M 3 LU m J N z0oMw az- a�gz- Q z � cn Lij Z LL �Cw0 U LU aj~aQ Y Z wa72 Q H2zWI WmNoo J O °a }W>acn W r (L Wa O a Wa N� = a N w 2 a Q U� p J W W W� J 0 0 co va a w a wN Z Z ZW �0.o Q W w LL �z Y a 0 ♦�� V♦ Z W W z wa J m J a cl)) V N PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING 890 PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 880 FAX: (651) 361 -8701 810 PRELIM PLAN/PROFILE - 21 ST AVENUE CLEARWATER CREEK BUSINESS PARK I C3m 1