05/11/2022 P&Z Packet - Laserfiche WebLink

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j x 913.6 ' 1V89 53 55 E D -� x 913 s 530.0 - - - _ x 9 �11 4 917.8 9174 x 914.2 xr9139 / x 915.�i �916.9 �► I 917.8 x 917.5 x 917.6 x 9 13.8 � 17 4 20 10 5 0 20 ____ ____________ 1-5 STORM CURB INLET ___------ _____ -., - ------------- ___�� ------------- ---------------- RIM = 914.44 \ INV IN (18") = 911.80 lilld#2 +�\\` 1"=20' ± 30 LF 18" HDPE @ 0.00% - cb x 911.5 BC 915.76 I �9179 -t.916 a--------- _- 917.89176---_--___----- _ _ PROPOSED RIP RAP TO _ =�'ir� �'==�----------#----------------- - - - ----------------��-- PAVING, ---t_ -- X- =917.0CTTOEXISTINGCURBINLET DRIVEWAY EASEMENT PER GRADING, - - - - _ MATCH EXISTING GRADE AND DRAINAGE NOTES: x 8 e� - - - RIM=917.00 -•"" x° "�-a-a-e1-8 B INV OUT (18") = 912.00 M M DOC. N0. M595340.003 M \ - - I I � 0P-917 INV OUT (18")=911.80 1. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. \ - MS-1 MITERED END SECTION GE AND U T TY E SEM EN T x 911.8 ?�\ I 1 BC 917.47 1 c �l N V= 91 .2S \ 912 RIM=911.10 i LAT OF 0 CR SING \ ° 9 7.5 918.1x x 9177 x 9175 91; INV IN (18") = 910.00 -1-- - - ` x 9122 I 1 i x x 9 ' 9181 2. ENTIRE SITE SHALL BE DRESSED TO UNIFORM, WELL DRAINED AND VISUALLY APPEALING SURFACE x 909.8 - _ �O - - 5 _ o - AN WITH CB - WITH A MINIMUM TOPSOIL LAYER OF FOUR INCHES. x 909.2 / / 910.E '� - �� BC 915.18 So BC 916 13\ x 912.1 \ 125 �o BC 917.34 N �' TOP=918.1 TOP= 917.3 I - - - - - - -3123� �, \ �\� I I V=912.1S BC917.69 INV=899.3 INV=913.1S 3 INV=911.8E,W INV= 12.1 ce--- - 3. MAXIMUM LONGITUDINAL SLOPE ON ALL ACCESSIBLE SIDEWALK SHALL BE 5.00%. ±29 LF 18"HDPE 6.17% - - - - - - - - - - - o -�� iS�---- / � / �sn� sari 5" RCP ST S-sna sna _ ____------ _ @ ±180LF18"HDPE@0.00/( / 1 x 917.9 /� 917.9 ------------ 917.6 91 .4 3 ll, 18.0 _ '' "� 1 / BC 917.29\\ /%%' �7 ____ �z ________ 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE THE SITE IS ADA ACCESSIBLE AS 1-1 STORM CURB INLET --- i �__�1.$.Q__,___ ,E%-�- - r4 5` 5✓ C 78 00 + 30 LF 18"HDPE @ 0.00% 917 d----}- S`-T-' 3 a 9�7.. / x 910.4 // /�x�2.1 I-4STORMCURBINLET .�.� RIM=915.09 now. BC916.33 �. REQUIRED BY FEDERAL, ATE AND LOCAL GOVERNMENT. / / RIM x 91 INV IN(18")=912.00 9124 x�g1�8 -x- - --„� // "�- RAL, ST / - ---�97 �914.1 - 917.8 9-T7��t -------�?r7`----- - - - - - - - - - - - - - - - - - - U ��910.0 ��/ / INVIN(18")=911.80 ------ - - ----- 0 �/ 918.1 / x 913.6 BC 916.38 ,��o BC 917.07 \ 8 / 12 RCP ST S INVOUT(18")=911.80BC 916.41 /l 917s 5. FINISH GRADE ELEVATIONS INDICATE TOP OF PAVEMENT FLOW LINE UNLESS OTHERWISE NOTED. �� MH-1 48" SDMH----------# --------------------------------------------------- ---- � / - INV OUT (18") = 911.80 ----- --�----� -- - 1 ; --- / • - MH 1 RIM =916.48 'I / 1V895355 E 337.5 I 1 �.2 ' ______________________ � 6. REFER TO DETAILS FOR PAVEMENT TYPICAL SECTION. ______ I I I I INV IN (18") = 912.00 x 917.9 �I �i %--------------------- -----; \\ ;------- - I BC 916.16 I BC 915.97 BC 916.17 IBC 916.40 j INV OUT (18") = 912.00 '1 918.2 \ \\ \ BC 916.83 Qo a o I INV OUT (18") = 912.00 II � \ d \ \ 912.1 / 1 \ I o\ o� BC916.51 a I \\\ x 914.0 �o�l 0 ^'� G 916.47 G 916.46 I I it' I�r ; `` \7. SITE SHALL BE GRADED UNIFORMLY FOR POSITIVE DRAINAGE AS SHOWN FROM THE ELEVATIONS, i x ,9+128 BC 916.67 �' BC 916.51 BC 916.51 / o\o I G 916.46 PROPOSED CONTOURS, AND THE DRAINAGE SLOPE ARROWS. � 1 � /- � BC916.51 I IILI. BC 916.44 I BC 916.36 BC 916.41 ± 76 LF 18" HDPE @ 0.00% \ I I I�'t 918.5 \ \\LJ�\ - 1 BC 916.33 11 1 \\\\= 8. MAXIMUM SIDEWALK CROSS SLOPE IS 2%. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5%. i^---- / BC916.56 I I \ 1 1 \\\ / 1 r _ - _ _ M I ' 1 �\ 1 MAXIMUM PAVEMENT SLOPE IN HANDICAP PARKING AREA AND AISLE IS 2%. MAXIMUM HANDICAP / \ BC 916.30 G 1 . N ' /' 1' I --%' RAMP SLOPE IS 12H:1 V. / \ I BC 916.66 G 916.56 9 6 56 ± 68 LF 18" HDPE @ 0.00% _:-_/ 18.1 \ VACUUM SCREE; I G 916.45/ h _---- / /1 I 914.0 BC 916.46 x 914.3 F.F.E. = 916.56 ------914.0 x 914.0 I G916.57 BC 916.11 jjj Cp / BC 916.91 G 916.501 6-4-11 BC 915.95 / I TOP= 91 G 916.06 G 916.06 /�� 11) / IN .1S,N UTILITY NOTES: I BC 917.03 __, /S° BC 916.37 � � ?o° ' I I 1 3 III II ------ 1 _________ I I ------ I ��--- I 1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON I I I I I 1 I BC915.35 I I I III I I I 1 , I ABOVE -GROUND STRUCTURES AND IS APPROXIMATE AND SHOWN FOR INFORMATIONAL PURPOSES BC 917.17 1 I BC 916.58 BC 915.75 I I-2STORM CURB INLET ONLY. NO CERTIFICATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE THIS x 149 BC915.51 RIM=915.24 III I I I I I I INFORMATION. x 914.0 2.00 x 914.2 I ' 91�5 / 1 INVO T(1 "91912. III x 914.3 1 INV OUT (18") = 912.00 III BC 917.17 --- J BC 916.51 BC 915.49 I � III I �+ I III I I I 1 I 1 2. ADDITIONAL BURIED UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE 1 G917.17BC915.64 1 1 I iii ' ' ' ' ' ' MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES. 1 I OWNER: BLINO, LLC n BC915.79 0\0 1 A G 917.17 r o\o I I I ' OWNERi BLINO, LI�C BC 917.05 i I ' 3. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO THE GOPHER STATE ONE �' I O I I I 'LOT 1 ' ' ' CALL AT 1 866 640 3637 PRIOR TO ANY EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES 1 i BC 916.90 ✓ i r��U�I I 18'3 - ' 'OCK l MAY BE LOCATED AND PROTECTED. I U G 917.50 G 917.50 ��° I t I 11I I- O O 1�1 •=4 •` :.a: I I I I I I d' O 1 1 I I I I I 1 O :n I O/ /J 1 III I-----''-----T-r'1�----•.. :---L-- - - 4--+r- -,--1 �o I ' / I I ' III I • i.. ''r• •:s l • d• : ' • ' • , ' 4� •' .1 d'•i. : •�' • ' T . • :! y HATCH LEGEND: I (� 0 ~ BC 917.00 x 915.4 BC 915.64 I III h ..• ; .. ?..�. ` ' / x 914.1 x 914.4 x 914. I Z I ,� I ' II r•I: •e ,�' 1 0 ,LU LU 8_1 STANDARD DUTY z - - LLi o "� I " `-_ T BNiE� •' ..�. :L :r; • , d $ . p . CONCRETE SIDEWALK / 1 li r I ^� II 18.1 Ilir_______________________________________________________- CONCRETE PAVEMENT / 1 i O Cf)U_ I� so 's° ' � I I' 918. 1 I Zorn O� \ �° IQ I O II III11 _j 11 Lu \ \ J I O I, ` 'i' HEAVY DUTY CONCRETE 3" HIGH ROLL \\ O I cY) LU BC 916.90 �+ o \\ ' N I k `��1 PAVEMENT CURB \ O I m +1 ,i % I \ ' +' \ I (n G 917.50 G 917.50 \ \ 18.0 \\ x 914.1 x 914.2 I > G917.37 G917.37 914.� ' �1 \ I 0 / _, 915.22 1 2 1 \ r ' \ I p BC 916.46 7v^° 1 � I BC 916.42 � I �1 BC 916.27 �� I G917.17 p / BC 916.23 � III III III III 7 I I I III III III III p 6i I III III III III 7 \ I I I III III III III ��---- - G917.15 G 916.83 6° III III III III 13 STORM CURB INLE A G 916.86 � IT III III III III I 1 RIM = 915.07 III III III III G 916.36 BC 916.14 ✓ INV IN (18") = 912.00 111 1111 III III BC 916.33 I III III III III G 916.39 BC 916.12 BC 915.47 BC 915.25 I III III III III BC 916.36 I I III III III III x 913.8 __ BC 917.17 BC 915.70 1 )16.9 1 177 7.1(�� /%I BC 917 1 \�__/ x 913.8 1 1 a I BC 915.28 j x 913.8 I I 1 BC 916.27 BC 916.08 1 I o 1 • I 1 I 915.67 BC 915.46 BC 915.07 I I ' CB 1 TOP=917.0 BC 917.07 BC 916.30 I �12" RCP ST S INV= 91:>. 3E BC 917.00 - - - - - - - �j BC 916.73 / I 1 -INV =913 1 N =__---------------------------------------------------------------snot-� SLOPING EASEMENT PER DOC. NO. 499617.001 `� BC I I I �- _ STML ____1___DL___snE___sn�sr��-sawISM (SHOWN PER PLAT OF OTTER CROSSING) °-��_-------- BC916.55 1 BC915.82 �� i I� T5 N LINE OF PARCEL 108, ANOKA COUNTY SILT FENCE I , tIf-OHWAY RIGHT-OF-WAY Z5------------------------------ 913.1 - _~ y 9114 L T FMM: x 911.5 - 9iQ- _ - 913.1X ----- - x� - - - ��'� > -- --- -- ---- --- -- .� 6 L 10B ----- _ - - - - - ---- >�---.� -------- PAR ------- 22 05" -- _ �13�3 � II- --- S88 ' - - - _ ------»�--- W 3 - - - - - - _ J13- - - - - - x tz----------------- x 9� - - _ _ _ - .2 _ _ -2.6 - - - - - - - - 9 x x 914 9------------- - -- - �Ji3.8 - ----��E-_- OHE - - - --OHE _ - - -0HE - - - - - - OHE - - OHE - - _ - - - E - - - - - - - �hjE - 9flE- �)H OHE - - - _ OHE OHE OHE OHE _ - _ 9 -AH G'�AN_6_USJLLT_C-€4S€4E-PH - - - - - / - - - - _ _ _ _ - - - - -P-ER- P-L7AT- GF-OSIER-SP,0SSrF�ff - _ _ - - x 918.7 / _ ---�cTJ7T.P--� x 916.8------- x 916.7-------x -- -- ------------------ -- x � ----- x 917.4 x�7..8--- x 918.3 \ �919.1 x 919.5---� x \ _ '->�sn`1� RESTRICTED ACCESS PER 9168 916.7 x 9'6.7 -�s�'T r- 0918.2 --� ��PLAT OF OTTER CROSSING GHT_7 Or - WA Y PLA T 75 9179\== _-- � DOC._NO. 498023.001) -- _-,�917.3 : 171 _ --_- - ,4-NOKA COON T Y R _ 917.7 _ ��---- - - _ �___ - --=J"1L� 2----------- -- -�� --- -- OB sn�----5�---- TOP_ 31 _A_7 ---- � _----------- TOP=916.6 CB - - INV= 911.4E TOP=916.5 _ INV=912.6S - INV=911.3W INV= 911.7E INV=911.5S C S A H NO. 14 I INV=912.5W ---_---- ' c� 30 " RCP\SI S - - - _i.W v,--.1 LOW- - - - (MAIN STREET) -'�x9184 � x918.7 x 917.6 x 917.9 x 918.2 x 917.5 x 917.6 918.1 x I CB I _____________________________ \ TOP=917.6---------------- T--- __ ______ ---_ - - - - - - - - - - ------------------------------------------------� _ z = z -- y3.. ------------------------ ----_-------- --18 ------------ ---------918.2----------- J --mr ----------9 ®91$, - x 9'---------- x 918.9 8 9,1&C9- ------------------------- 918.5 \K��K 918.1 ----------- _ imm2%.1k 11-1= f � x 918.3----"-- ----- ------------ 913.5N 918.E TOP 918.3 x x 918.1 x 918.1 y x 918.2 �>� 8.3 - - ----- 12" R ST S V=,S x 918.1 x 918.6 x 918.4 918.2 0918.1 =a--aaa--=---------- --------------Y.3_-------------91&L--------------9IZa-------------918_0 ----- - 97 15" RCP ST S TOP=91 INV= 911.9 1.9N,S A NOKA COUN TY RIGH T OF- WA Y PLA T NO_ - ........ SPOT GRADE LEGEND: G 843.56 SPOT ELEVATION ME: 843.56 EXISTING GRADE TIE IN BC: 843.56 BOTTOM OF CURB 1. q SLOPE FLOW ARROW � J O- o m CO p•) 00 M � 00 E a J Q o M J L M O cd 7 N O U r O LU C/) C/) CZ d- Lo a)O -0 In c O C E: _C:) a cz m ILLm z D 0 W _ U a Y O a LU O cf) z z co J Q O Lo ' Q z Ln z Q � r� V J OLLJ C� LLJ F- ZD J Q LLj i, LJ O z Q 0 J LL J O 2020 z II-__ z LU Y a J 0 z J 040069-01-015 PROJECT NUMBER `o Lu ro N r y2 g N z E a�= W2 d � x Z. mn o Or c r C m 2 Wwi y d o ` R y.• G w � a v 5 o; a! cue, a` _ c�v Nin F't� PLAN STATUS 0�0 o a�� Know what's beIow. DATE DESCRIPTION Call before you dig. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES 00, BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. JL JL KM DESIGN DRAWN CHKD SCALE: AS SHOWN JOB No. 040069-01-015 DATE: March 8, 2022 FILE: 06-040069-01-015-GRD.dw SHEET C6.0