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

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LEGEND a \ \ \ \ \ I EXISTING PROPOSED t9 Z o� 1 \ 9 \ \ PROPERTY LINE - - == - - Z W IV U t9 IV EASEMENT LINE W Z z L z \ G \9 \ \ ---------- \ CURB LINE - W � Q z Q 0 e e e e e e� 0 0 I DITCH 50P z W GC f U 9 \ \ \1 O e _ _ el '---------� 1 \ \ \ SILT FENCE '( 0 - - • I I OUTLET = 916.1 BITUMINOUS PAVEMENT � J � � � ui U / \ 9 \° \ \ (TYP) v LOW AREA 30P e ° •°il 100-YR HWL = 917.5 ---.--- --� z I z z Z Q OUTLET = 916.0 ° I CONCRETE WALK �__°-�a____� W Nl W \ \ \ 9 \ 100-YR HWL = 917.7 e ° J N e • ° I STORM SEWER «-� m _j / o • e e • e e e e e e e e e e • e ` e a \• • • e •\ • • e 0 0 0 0 0 0 • o • • • 0 0 0 0 0 0 0 0 • • 0 0 0 0 0 o 0 0 0 • e o 0 0 0 0 e o e o o • 0 0 0 0 • • 0 e e 0 • e o 0 0 0 0 e e • I •I ,� C 1 e ° \ 9 \ S \ 16.0 co I SANITARY SEWER -< < - Z 0 U -- -- -- / ° -_ 920 __ - 918 918 918 I WATER MAIN O iL \ \ 920� ° \ 9 \ 9 \ 920 - 920 920 I'll I ENOTRANCCK OEST Ln UNDERGROUND GAS - ua °g - can 9 a e V °�II CO UNDERGROUND ELECTRIC ue ue Z 6 LU 00 \V \ A\ g20 � ,. q4 UNDERGROUND CABLE �° �° > °e 4+ .84 \ 4+00 3+00 / .' 2 0 1+00 �_ 0 0 I� oe - -�- - 9 - -�21.3 -�- - - -�- �- - -�I- - -- - - - 19.6'I UNDERGROUND FIBER OPTIC ufo 0 X 1 e° 21.9 \ 21.6 \ 20.7 2 .1 20.7 w ® \ ,�-'� g2p \ a9�� v OVERHEAD UTILITY °h� 0 LL SILT FENCE, TWO o° 0.60% \ \4 `9 0.60% rya- 0.60% 0.60% 1.67% V °ail --_--_--- a W� i ROWS ADJACENT 0 a e e'll WETLAND - 0 TO WETLAND o \ 9 PVI 0+75 o pQ \ ROSEMARY WAY d -- EL. 9+0 ROSEMARY WAY EL. 920.85 l POWER POLE UIE Q ° 9 \ / 21.Q�'- ( 50 V.C. ( 75 V.C.) - ° -- -- -_ -- II I GUY WIRE � Q ago -\` : 22.1 21.6 \ \ ° 20.5 v • w 14 \ / e 1 - 9 -- \ - 920 la CABLE PEDESTAL © , a 1 o -� 920 i� - - - � - pi I I O 1 / o - \ 9 \ -- \ �\ 918 Ia°I FIBER OPTIC BOX ❑F , w ` 11I h3CD ! °o I \ \ >\9 \ \ \ \\ �� \ \ - - - - - 916 915- - - - - - - - I1 HYDRANT r� 0 1 I 9 r- \ \\ 15.0 I STORMWATER POND 10P '\ N wE11 P ® 1 i \\ \� \\ 9 ' \ \ 21.0 \�,\ \ l `\ P` \ NWL = 915.0 10' CONTOUR -920 920 o° X G \ \ \ \ o\ \ \ 914 \ I �I I 100-YR HWL = 918.3 2' CONTOUR -918- - 918 o I \ \ \ \ 20.6 \\ \ 0 \ ` °0 j / 9 ° \ ``` \ \ >o \ 912 I SPOT ELEVATION o I ° \ \ \ \ \, \ \ \\ \ 00.0 0 �\ 9f0 I TOP BERM = (CURB ELEVATIONS ' ° I o / 9 9 RAI\ GUARDIAN\ \ 20.2 �� \\� \ \ 908 \ o �� I 920.0 (MIN) ARE TO GUTTER LINE) e° I \� \ 9 TURRET \ ``\� \ .\1\ \ \ oNi o I \ \ \ \\ \ \\ 906 I co 00 TOP OF CURB ELEV. T 44.3 0 N) I \\ rno o GUTTER LINE ELEV. G 43.8 o � 1 I � \ 9 \ \ � \ ��\ � o, I Iol REINFORCED SPILLWAY E.O.F. \ ° 1 9 \ \\ \\p \ \ 'P r' 0 906 °j� ,� T (SEE DETAIL) EMERGENCY OVERFLOW Im 4M x �0 Q� Z o° 1 N I 920 �\ c0 •� ® N I \ \� 19.9 \ \ /��' \\ \No 908 a • 1 000.0 Q •® 20.5 p % 9 \ 9 \ No\ ��a\\ \ 910 I �ol 1 SILT FENCE + e e e e e - W J \ ® i I \\ \ \\ \�\ \ �15.0 912 I ROCK CONST. ENTRANCE rn a \ % e V ,/� fu 9�0 0 121.5 21. 9 \\ \` �.'' \�\ \ \ \ 914 - I e J v, 1 o I 20.8 \ \ \ \ 0. \\ \�\\\ \ \ / •- Z O ��/ O ° 1 \9 \ \ \. �� % \ - - - - -915-- - - - - - - •� li N 9 \ \ \ r'o �\ 916 I • FBI li � 9 � 0 1 i � \ \ c -�-. I 0 918 �" p� • I \ \ \4 _ _ I •ol I GOVERNING SPECIFICATIONS Z LL .� / • 21.0 \ 21.0 9 \ G ? 920 •=i 1 1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF - - - - - - - - - - - ~ e \ v\ \ 9 \ \ `�• • TRANSPORTATION "STANDARD SPECIFICATIONS FOR O 0 1 \ \ / �` "� 19.7 9.7 \ WETLAND IMPACT CONSTRUCTION" AND THE CITY OF LINO LAKES SPECIFICATIONS. ° i 9 \G \ \ 195 77 \. 0 19.4 I % -� o 0 o I eol (32,153 SF) ( V Z • 20.4 rn ;o °` O . I 2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM Z J lo ° 4 4 16.0 920 920 I TRAFFIC CONTROL DEVICES (MMUTCD). Z ° 1 j \ S 20.1 �`\ 20.1 ' I e° 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF ~ O J O 1 _ e _ _ _ _ _ _ ® I NN \G \ LOW AREA 20P \ \� 20r. ° I MINNESOTA (CEAM) STANDARD SPECIFICATIONS. (n m J ° 2.3 21.6 21. \ OUTLET - 916.0 19.65 t ° i ��j 1 Q O 0 1 \\ 100-YR I4WL - 91813 o' 20.4 20.6 \ `� `20.7` I ool !� 922 \\ \ i --- 4 2o.s I h I W GRADING NOTES (D W 1 v • I I \ 9 20.41 ` I ° 1. SILT FENCE AND EXISTING CATCH BASIN INLET PROTECTION 0 0 1 2.3 22.0 22.5 22.5 22,p G �oq I \ I SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND • 22 0 922 922 9 \ 1 21.0 2 0 21.6 21 0 21.0 I I I SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. \ \ 9 20.6 -- -- - --- - -- -- - -- -- -- I I• n a A J� I ° i � 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND o eol L 1 ELEVATIONS OF EXISTING UTILITIES AND PAVEMENTS PRIOR TO - � • I 22.6 3 \ 22_3 / \ � rn I � ° ° o ao I 1� 1 I _ -- _- _ -- N rn Irn / I•;I I THE START OF GRADING CONSTRUCTION. THE CONTRACTOR \ • SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR ----------\, N b a \ VARIATIONS FROM THE PLAN. T i� • T 22.8 T 22.8 T 22.8 \ ^, 1 -__- 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD •e a G 22•3 G 22.8 G 22.8 G 22.3 ' 0 9 \ I \I o �/ 1 I I le; SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL \ °' N 1 ' OVER ALL DISTURBED AREAS THAT WILL BE SODDED SEEDED OR 0 1 \ \ 9 I I ; ° I I e N 1 TIP-OUT CURB \ N I _ LANDSCAPED. `O \ j TIP-OUT CURB I Jai I W e o (TYP------) \ \ I ( ) I 1 4. TURF ESTABLISHMENT SHALL BEGIN AS SOON AS POSSIBLE BUT TYP I 1 IN NO CASE LATER THAN 7 DAYS AFTER GRADING COMPLETION. 1"1 EOF ® z \� •• I \ I I o 1 6 I I 917.2 5. ALL SLOPES 3:1 OR STEEPER SHALL HAVE MNDOT CAT.1 \ 1 a ° I TI EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL. 00 10 a I I PROPOSED BUILDING W 5 M BERM MIN. 1 FT. e I \ I - I Si a 0 I 1 PROPOSED BUILDING ABOVE DITCH 100 1 - a _ (TYP) FFE 923.0 9\ I 19 0 1 FFE - 922.5 I I i DITCH 1P I� I®0 1 � \ 1 .fl I �� OUTLET - 913.7 WETLAND IMPACTS O Q \ I 1 ° t6 ' 100-YR HWL = 915.8tie Zzo I 0 32,153 SF z SILT FENCE, TWO Jee \G I I \ 1 ° 1 1 1 II e N ROWS ADJACENT • I e i Z O WETLAND 2P TO WETLAND 0) ' 0 8 �' \ \ I \ 20.6 21.01 L � G W N Z3 OUTLET = 919.5 • \ \ 1 ! 1 e R914.11 CPTOP l0 = 100-YR HWL = 919.5 ° \\ I 1 9 / • I 9 60 21.61 R ro 1 7 e �/ e• a° a . s a \ I I 21�3 -> --_) ___>II>---> W \ � °• I \ ®\ \ d G21.8 i • I I I 9 \21.5 I N N \ I I \ \ 1 WEILPNO •e o N� �� DRAINAGE & \ I \ \ o' ON ^� N • UTILITY I 4 i I EASEMENT I I 9 \ a e 1 I (TYP) I\ 9 \ \ G 21.8 J REVISIONS rrrrrr�� 1 0 i I \ 9 \ `° 1 1. 09/17/21 CITY COMMENTS • • � 1. °m � `� 92 � ue I • N 922 922 9 \ G 21.8 / °r --II . e 9 - - - - - - - - - '/ee• 920 �' I 92o I I I\ 21.5��° 918 /J 1 3 I a t m j•• 19.5 -� -9 0- _� 918 17.5 - \� �a° I 0 15 30 60 - - _ _ _ - _ _ - \ - V�• DRAWN BY: JTR � ,i' • e - _ - - - o _ _ DESIGNED BY: JTR 00, - - - - - - - - � =°hu�o hu°=obi° f__ ----------- -° --- °�W�6o ohuwo=oh 0A], � ( N FEET --- - - - - - - - --- ll ° - a ��_ ° -p -------------------- ------------ u o-06 // h - �. - -hu °ufo- oufo oufo °ufo ` ol�u°uc \\ _ --_ uc ° lac n uo u6hacohd ten, s�C- o o u ohu ohu ohu oh - °ufo -�ufo- ufo--_ufo_ ____ c u� u - -ug - 9 ° ohd9�r ohu ohu _ e •kt� tic c ICU dip w Ug ohu --6tr[r a hu °h _ufo ufo -ufo ufo o ---------------- ------- - _L0, __ ufo ufo ufo ----ufo --- ufo-- - -----_ ufo--- -- -- - u ug ug ug u�� -- �� ----------------- --- _--- 9 _--- - \u \r, _ �� ug ug ug ug u ---------- u �� - - - --- _uq BENCHMARKS u u9 u9 9� ug ug ° - _ u --- _ ------� -- ---------------------------------- - - ---- - I hereby certify that aspecification ------------ --------------- -3�_ ��s- ------- 7�1 MND> -- -` -------- ------- _�3 \ b i t th s n-- _ ---� _ �-__> -__--__-- _- __ -- - DITCH 40P - _ \ \ 1. OT STATION NAMED 0282 S. or re ort wasfprepared bpime or under my/fit ��- ___ _____-- - ------------- OUTLET - 917.5 -- _---- - -- - - 3i--- _-- � \ \�� direct supervision and that I am aduly - 3 100-YR HWL = 918.7 9 - = J \ ELEVATION = 931.461 (NAVD 88) Licensed Professional Engineer under the --------- ��/ WETLAND EOF I �� --�>-_ _ _ 9 i _> laws of the State of Minnesota E W: 917.E 4 -- ® 919.5 MAIN STREET I I -- N V S E W- 915.9 \ 1 N V S F�V:�-�4-ff --- -r \ �->>-- \ ' N V E W: 9 _ CALL BEF YOU DIG Nam I 4 \ ORE - - - - ------ --- - Signature.Josep�. Ra N __ ---- _____ _------ I N V-N: 916,00 ------ _ \ e: 09/13/21 L 45889 7 _ _ --- I N V-N: 915.09 i�\ Q \\� Know what's below. 6 of Call before you dig. 10 v