10/13/2021 P&Z Packet - Laserfiche WebLink

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LEGEND a EXISTING PROPOSED c9 z X \ 9 \ \ PROPERTY LINE - - - - - - Z W p \ \ \ \ 9 9\ \ t o EASEMENT LINE W Z Z U V \ ---------- z Z 9 I I I CURB LINE - W W p z Q \ 9 ---------� z ' Ilz U BITUMINOUS PAVEMENT L_________� Ix � nP U \ v P-- -- - �Z z Z z CONCRETE WALK � °-- W N W Q p \ 9 \9 \ \ I l o i I STORM SEWER «-� Q / \ \ SANITARY SEWER -< < - Z C V / \ \g20 9t� 6 9 91 l WATER MAIN H \ 9 G 920 920 920-- olll UNDERGROUND GAS - ua ue - O N \ 920 \ ° \ V 'ill ui I I 9 I I I I I I t o v l l UNDERGROUND ELECTRIC e e z CO ti \ \ 9 ROCK CONST. pill UNDERGROUND CABLE > \ ENTRANCE l I40 S > > >�k\s�c\ >�-> > > > V > > > -> I UNDERGROUND FIBER OPTIC �f� p X 9 / j ROSEMARY WAY 92o ��SEMARY WAY o,l �I o • 9 V I l OVERHEAD UTILITY ----_h_ �% p LL i WETLAND p . n . 9 n � a • <^ I 1 ~ 01 \ \ ° t POWER POLE Q01 ° V U 2 .0 l GUY WIRE w co 0.5 Vi 920 \ I CABLE PEDESTAL © , 0. 4D 9 - - - - I - 920- \ - - / 0 918 I 13 FIBER OPTIC BOX ❑F w i \ v 1CD \\ \ �� \e� � - - - - - - - - - 916 -915- - - - - - - - �1 HYDRANT r� H V STORMWATER POND 10P NWL = 915.0 �A\ ( P` \ I I 10 CONTOUR -920 920 \ \ \ \ \ \ p \ 914 \ I �1 100-YR HWL = 918.3 20.6 ( ) 2' CONTOUR -sus- - 918 9 \ \ \ o \� \\ 912 ,C 1\ I BY OTHERS SPOT ELEVATION 00.0 \ \ \ \ 910 I I (CURB ELEVATIONS "" 9 9 \ \\ \\a� \\ 908 �'yrn I ARE TO GUTTER LINE) -�3---- 54• Ems- � x � 20.2 % \ ��906 I cp I I TOP OF CURB ELEV. T 44.3 ro \ \ p o, co GUTTER LINE ELEV. G 43.8 o I 9 \ \ \ \ \\°, °j rn Q, I I o1 REINFORCED SPILLWAY E.O.F. W \ \ 9 \ �� a N o (BY OTHERS) Z N \ 920 4 \ \ �� \ / �� No�' \ 908 EMERGENCY OVERFLOW �000.0� Q Z �a� °� \ \ 9f0 I SILT FENCE + e e e e o - J W \9i�\°�a 912 I I�i i ROCK CONST. ENTRANCE �0 9 �.� % % 914 V J Z �+ \ \ 9 \ \ \ Q a I Z cn 4% \ o �� 916 V C I \ \ \ \\ 9 os \ A�\ __ -s1a __ _ I �I GOVERNING SPECIFICATIONS Q ~ Q H I 9 \ \ \ p ° ° 920 1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF ° e TRANSPORTATION "STANDARD SPECIFICATIONS FOR 0 m 7 19.7 0 19 4 % 9.7 °. WETLAND IMPACT CONSTRUCTION" AND THE CITY OF LINO LAKES SPECIFICATIONS. V LLI � 7 R1, ® - (32,153 SF) VI � V 1 I \ \ 9 \ / 20.4 2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM Z W H J I \ 16.0 920 920 II TRAFFIC CONTROL DEVICES (MMUTCD). IZ 0 Z \ o ° I N \ \ S .1 20.1 1 o 1 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF Q I"I FBI C �\ \ LOW AREA 20P1.4 \ 20r. ° MINNESOTA (CEAM) STANDARD SPECIFICATIONS. (n J J I \ OUTLET - 916.0 19.65 4 ° i �Z Q 0 Q V 100-YR I4WL = 91813 20.7° v I eol Z 1 0 I 922 \\ 9 \ I 20.4_20.61 4 20.6 h i® W GRADING NOTES ('� W V 0 v I 9 I 20.41 I 01 1. SILT FENCE AND EXISTING CATCH BASIN INLET PROTECTION 0,A \\ I / o�I Q SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND V/ 922 9 \ I 21.0 21.0 21.6 21 0 21.0 I I I =1 SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. (n s22 9 20.6 -- -- - --- - -- -- -- -- -- -- ° 1 d ° e d ° a I \ 21.0 I = 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND Q I d ELEVATIONS OF EXISTING UTILITIES AND PAVEMENTS PRIOR TO THE START OF GRADING CONSTRUCTION. THE CONTRACTOR rn o SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR �C) ti \ 9 0 \ I I ° d \ ' I N VARIATIONS FROM THE PLAN. 9 1, ri 1 SILT FENCE 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD V o \ I 1 \I o �/ I lei (TYP) SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL J I \ 9 \ I I\ � o ° Y ° OVER ALL DISTURBED AREAS THAT WILL BE SODDED, SEEDED OR J - I I bl 1 LANDSCAPED. TIP-OUT CURB h l 4. TURF ESTABLISHMENT SHALL BEGIN AS SOON AS POSSIBLE BUT I 9 (T�------) I IN NO CASE LATER THAN 7 DAYS AFTER GRADING COMPLETION. Z Ila\ I 917.2 5. ALL SLOPES 3:1 OR STEEPER SHALL HAVE MNDOT CATA Q J Ln Ln EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL. N PROPOSED BUILDING V I a FIFE = 922.5 �� DITCH 1P � _ I \ \ I I OUTLET 913.7 �, Z \ I I ' t6 II �1 100-YR HWL = 915.8 m 00 0 C. \ \ I I \ 1 II e 1 \ I 21.0 G 1 8 \ I \ 2o.s I �. CC I ° 1 I 914.11 0 C I °d O e I RCPTOP 0 O i r I 8 RTO1-1-3 Z o I \ 21.6 7e ° -> ---4--->II>--- LL \ \ d G 21.8 I \21.5 1 1 I Q E1LPN0 N o tie DRAINAGE & \\ I 1 I \ \ \ hryo �.� �� V N UTILITY Y_ EASEMENT I (TYP) I\ 9 \ \ G 21.8 J REVISIONS 9 \ m° T 1. 09/17/21 CITY COMMENTS / 922 922 9 \ p r -920 21.5 0 918 J / / I a -� x / _ \ 16.5 - - - - - - - - - - -920- - - - - - - - - - - - - - - - - - - - 9 - ,° 0 i' 19.5 -9 0- -� _� 918 17.5 \ \� I ° I 0 15 30 60 �I i� _ _ - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - V DRAWN BY: JTR - - - _ _ f o 0 9 - - - - _ - Joy DESIGNED BY: JTR _ - - - - - - - - - - - o ufo o09/13/21 hu a B olW�6o \� 9 93 11i � - - - - - - ___ -- -- ----------- __ �0- _- - _--_-- o ° o _ l - --- - h --- --- --- --- ----- o -f - 9--------_ \ _ �� ------- a=-_oka h o u ohu - h4� 014�0 ohuu�c nhu�ac obi n uo u6ha -�c oha ten, uc c ICU // /� (IN FEET) ISSUE DATE: o u ohu ohu ohu o u`#o �o uc ohu9 oh�p duo s�C- o o u ohu ohu ohu °h oufo -oufo -{o ufo u -- �- -� o ohd9 h ohu a hu °h _ufo ufo ufo ufo ° uT - _-- -LQ� -u ff ufo ufo ufo __-_ufo _-_ ufo_- - ___--- ufo_-___--___--U-- ug 9 ug ug ug ufo -u9ufo -`�` I u�_ --------------- --- _ 9 ___ - ufo u u u BENCHMARKS �--�� u9 u9 u9 ug u9 _ hu u ug ug u9 u9 ug -u9 9 - u ug ug u9 9 ------------ ------------ - - --- i 9� - _ �..`. // I III v -------- - - - - ---- --- _ _ - -------------------------------------------------- -- -- --- --- - - L MND r report was prepared y me or under >_ - __ I hereby certify that s do _--� -_ >-__> --->�---3�-- ------------ ^ DITCH 40P_�_ � _________________- -- - OT STATION NAMED 0282 S. _ 33=-== _ -�- ''TL � � \�� 1 or cersfythibplan, specification o --- - OUTLET = 917.5 ----- -=_ __---- - ^ - - \�' laws of the State of Minnesota ---------------- WETLAND EOF - � irect supervision an that I am a u y I 100-YR HWL = 918.7 9 9 ^ _ _- I ��\ ELEVATION 931 461 (NAND 88) Licensed Professional Engineer e E - ® 919.5 MAIN STREET -'�I-� _ ' n I CALL BEFOREYOU DIG Nam --- -- --- _---------- JSignature: --- -------- n - ---- � I � Date: 09/13/21 License #: 45889 Know what's below. C5 of Call before you dig. 9 0 v