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

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\\ ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE \ -\\- - - - v - - AND SURVEYING_ (DATEQ 4,/25/2016 - VERIFY PRIOR T0_ ANY \ \ oo \ �o U� n INSTALLATIONS - NAVD 88 DATUM - - - - - - - - - - - - - - - - - _ _ �- II II \ cON �h -\ _ - - - - - _ a> \ \ co v BENCH MARK3 \ \ URo \ \ m� 1 TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF \ \ M �� 'oz CEDAR STREET, 600+/- FEET EAST I OF 21ST AVENUE \ sa'zls ao �ls tz'�ls zv'2l6 cS'2l6 tc2ls Z6'Sl6 ll' 16 2z'tl6 92'tl6 o �o� \ (ELEVATION = 924.83) 9zll6 ------- --- - --- __----Z6--_____________________ \ OS' l l6 _ _ _ _ _ -9+3- - bL'll6 Z6'll6 21716 8 'Zl6 _ _ 0 0� Z6'Ol6 - - - - - - - - - - --- -- 1� - - -LHr - - - - - - - -ci-- - - - - - - - - - - - - - - - - - - - - - - IIII \� •. BENCH MARK4 vti'ols ____-----g19-------------- --=o- --- - - ----- o ----- moZ � TOP OF TOP NUT OF HYDRANT ON E NORTH SIDE OF __-------- -- - CA TAILS - ------------- n--------_ .� _ _ __ _ - ____ --- _ _ - -- -- ---- ---- --_--- CATTAILS--------- 1-_ E WE ---- ---_ -- -- -- - --_-_-_----- - _-_-_- - ----- ---- - -------- -- - - - _�_ -_ ------995=_=�=-��_-____________-___=-== 'C11L=DE-SARON1 --- Boa --- ° - CATTAILS -___ _--_- ___-_ - __--_____-- -----____-_ _ _ __ _______ _- -� - - - - �- -_ _ _ - - - - - _ _ - - -py-,� - - - - - - - - - -_ -_- 6TTA+8_Z'Ll6 �62Ll6 SO'OZ6 \ E 30 -E -- - -_ _ _-9 6-1Z6- J - - p / . /IT \� _ � - - Of / / s WATER I w / I �/ f / ®�O� O \ \ O I �® N o 2.3% /,`Q• 5% /'�0 0.5% / '�1' 0 5� \'�� pia alsOCiG�lgi '�� 0.5% "�� 0.5% .5% �301`fi ° - 2.1% i - poo 1 12.6 \ �N 9 p1 p8� 0� 0 \� 0 \ gp \ IN \ 01, 3. 912' RIP- AP SPILLWAY 1Qp A I V I - - - - �_� / /� fJ. o I I 1 I I /. / ,o -o AT ENp OF CURB + �N I- _--- / RIP -RAP SPILLWAY p0 -------------- - / g 9 gl p0 T END OF CURB \� wET�q 0 \� \ Ox-x 40 p0 ) / \ � I v 0 8• A\ N \ 7C9 01 60 w <</ / 1.7 1.0% ,q e\ . 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GRADE - - � 1N BLVD _ - --- --- -- -- ----- --- --- ------- - --- - - � `` ''- •�, 1 5 I I I I I 6• I I I I' TIL20+1I 2I 1+�1I I I g 5P�15 17+ 1•49 + •00 +0 $ 2 \ - - i 987 I c .OWNER- l IIBEIN OPER Tl - / OWNER: Cl T)� C-N T�f2 \ \ - / / I I I I \ I 2% MAX. GRADE 2% MAX. GRADE I I I c / IN BLVD (TYP) \ - - \ - IN BLVD (TYP) I / I I ,j I I \ / SILT FENCE (TYPE (DETAIL GEN-16) / II = RE-ROUTE EXISTING DITCH NOTE REGARDING DITCH GRADING AND STABILIZATION: �- - - `• I I ' (2-FT\_MIN. CT�M WIDTH W/ 3:1 SIDE SLOP �) MUST BE STABILIZED WITHIN 24 HOURS OF CONNECTING TO d., z / �' THE LAST 200 FEET OF NORMAL WETTED PERIMETERS OF DITCHES OR SWALES / o b SEDIMENT CONTROL I d 1 A PROPERTY EDGE OR -POINT -OF DISCHARGE. THE REMAINDER OF THE DITCH OR SWALE MUST BE STABILIZED WITHIN 7 DAYS. LOGS (TYP) PROVIDE EROSION CONTROL BLANKET IN DITCHACCEPTABLE_ METI�ODS FOR STABILIZING DITCHES AND SWALES INCLUDE THE FOLLOWING EROSION CONTROL BLANKETS OR MATS, RIP RAP, (DETAIL GEN-18) I ICI; I AND BANK (MIN. 2-FT ABOVE DITCH BOT� M) OTHER MATERIAL SUITABLE FOR CONCENTRATED FLOW AREAS AS APPROVED BY\ENGINEER. MULCH H�'DROMULCH, TACKIFIER, - - - / -`•-/ III 1, X `I I \ PREVENTION PRACTICE IS NOT AN ACCEPTABLE STABILIZATION METHOD IN -THESE AREAS. / o POLYACRYLAMIDE OR SIMILAR EROSION , '� 0 L- -o 1 I I c) g °� I T� III II I� II I I II I I / I. ',I� DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 0 (L _j_j 66 V N w 0 m � Z N III fN N G cc Er Er U m w M : J D N � ZaaELw wZ O a�gz- Z cno[a_c�� Lu �131-w0 U_ Y aD <F- z H0 00N ® 5 Q 2zw= WM-0 J T o °a }W>acn W r W 4 W W Q O Mo. aNJ =aNwx a a U� p J Z W LL va Q N Z Z Q LLJ (1)Z Hwd Q W � w N 0 WZ w V a PREPARED FOR: RJ RYAN CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 0 Z 0 30 60 SCALE: 1" = 60' Cl m2