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�.r+L.� vvrvnv ¢ vv viu N _ <br />TURNING ANALYSIS VEHICLE I V \ \ \ \ \ <br />Know what's below. <br />Call before you dig. 0 25 50 100 ` \ <br />SU-40 — Single Unit Truck \ \ I I <br />Overall Len th 39.500ft <br />Overall WidX 8.000ft \ \ \ <br />(IN FEET) Overall Body Height 13.500ft ` ♦ \ <br />Min Body Ground Clearance 1.367ft ♦\ \ <br />Track Width 8.000ft ♦ \ / \ —♦ <br />BENCHMARKS Lock —to —lock time 5.00S <br />Max Steering Angle (Virtual) 31.80° / I \ ♦ \ �� / / J \ �♦ <br />I <br />1. MNDOT STATION NAMED 0282 S. 1 / ` ✓ ♦♦ \� \✓ \ / / '�/ <br />\ ELEVATION = 931.458 (NAVD 88) <br />� 1 <br />.906 <br />/ / � oar / / � G � ♦� �--�--- —`��� i <br />J/ <br />1 \ l I N \ ` \ <br />• % \\02 906— <br />RIO <br />910 <br />912 PROJECT BOUNDARY914 <br />916— <br />\ \ \ <br />/ 1 <br />\ \\ / //\ 920 <br />( / / / 922 I \ \ <br />924 \ \ \ <br />/ J SILT FENCE 928 926 \\ \\ <br />(TYP) ; \ 932 930 ; \ \ �\ \ `♦ \ \ <br />1 <br />/ 1 936 934 <br />940 938 <br />. . I I <br />T \ \ wl 942 <br />\ ) ; 944I' / I \ <br />946 \. / � V <br />948 I ,♦ I <br />L <br />I I <br />SILT FENCE <br />I PROJECT BOUNDARY BLACK DIRT STOCKPILE / / j j I 1 <br />1 r oZ (TYP) : to 0 FT. WNHEIGHTH 00,00 CY, I � 1 <br />I z I I <br />. � ) I I I <br />l ; WORKING FACE I I I ♦♦� <br />---- OF PILE 1 II I <br />� I I I <br />v <br />• O <br />M I 948 <br />W /— / /VI <br />`906 I; 9460 <br />944 � MOBILE / �7 II <br />\940 942 ; DIRT SCREENER \✓ =_- �� I �` <br />T I I 936 <br />y 934 CT MOBILE CONVEYOR <br />_j I <br />Z <br />w <br />01 <br />Z <br />SILT FENCE <br />(TYP) <br />I I <br />I I <br />I I <br />I I <br />______= ------------ ________�15 <br />vE� <br />21 ST AVENUE S <br />r11. 11 C`I Irn nnllnl 1^� nil r <br />I\LIVIV VL VWl\u PV'1u IIYJ InLL <br />COMMERCIAL DRIVEWAY ENTRANCE <br />PER CITY PLATE GEN-6 <br />100 <br />3;�� / I II /I- ^ --906— � <br />JNDARY \ <br />(TYP) /--904 i Iln f <br />I , <br />�. 7 <br />C0 ii y <br />n <br />z <br />I <br />INSTALL CATCH BASIN <br />INLET PROTECTION Q <br />/ V <br />LEGEND <br />EXISTING <br />PROPOSED <br />PROPERTY LINE <br />-- <br />EASEMENT LINE <br />— — - <br />CURB LINE <br />___________ <br />BITUMINOUS PAVEMENT <br />GRAVEL PAVEMENT <br />CONCRETE WALK__°_°__„ <br />---J <br />STORM SEWER <br />«- -E::F— <br />SANITARY SEWER <br />-<---<--- <br />WATER MAIN <br />---- <br />WETLAND <br />-- <br />FEMA FLOODPLAIN <br />Y <br />CABLE PEDESTAL <br />IQ <br />FIBER OPTIC BOX <br />❑F <br />HYDRANT <br />�cf <br />10' CONTOUR <br />— 920 <br />920 <br />2' CONTOUR <br />- — 918 — — <br />918 <br />SPOT ELEVATION <br />(CURB ELEVATIONS <br />00.0 <br />ARE TO GUTTER LINE) <br />-=3---- x----E=- <br />—a— x � <br />TOP OF CURB ELEV. <br />T 44.3 <br />GUTTER LINE ELEV. <br />G 43.8 <br />E.O.F. <br />EMERGENCY OVERFLOW <br />43 43 x E <br />000.0 <br />SEDIMENT CONTROL LOG <br />------ <br />ROCK CONST. ENTRANCE <br />GOVERNING SPECIFICATIONS <br />1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF <br />TRANSPORTATION "STANDARD SPECIFICATIONS FOR <br />CONSTRUCTION" AND THE CITY OF LINO LAKES SPECIFICATIONS. <br />2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM <br />TRAFFIC CONTROL DEVICES (MMUTCD). <br />3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF <br />MINNESOTA (CEAM) STANDARD SPECIFICATIONS. <br />GRADING NOTES <br />1. SILT FENCE OR SEDIMENT FILTER LOGS AND EXISTING CATCH <br />BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO <br />GRADING CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE <br />SITE HAS BEEN STABILIZED. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND <br />ELEVATIONS OF EXISTING UTILITIES AND PAVEMENTS PRIOR TO <br />THE START OF GRADING CONSTRUCTION. THE CONTRACTOR <br />SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR <br />VARIATIONS FROM THE PLAN. <br />3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD <br />SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL <br />OVER ALL DISTURBED AREAS THAT WILL BE SODDED, SEEDED OR <br />LANDSCAPED. <br />4. TURF ESTABLISHMENT SHALL BEGIN AS SOON AS POSSIBLE BUT <br />IN NO CASE LATER THAN 7 DAYS AFTER GRADING COMPLETION. <br />SETBACK REQUIREMENTS <br />BUILDING PARKING <br />FROM STREETS 30 (40*) 15 <br />REAR YARD 30 (5**) 10 <br />SIDE YARD 10 10 <br />* FROM COLLECTOR OR ARTERIAL STREET <br />** ACCESSORY BUILDING <br />SITE DATA <br />ZONING: GB - GENERAL BUSINESS <br />TOTAL AREA: 9.37 AC. <br />HARD SURFACE AREA: <br />CONCRETE ENTRANCE: 500 SF <br />GRAVEL: 9.100 SF <br />TOTAL: 9,600 SF <br />WETLAND CONSIDERATIONS <br />1. KJOLHAUG ENVIRONMENTAL COMPLETED A WETLAND <br />DELINEATION OF THE SITE IN AUGUST OF 2021. DELINEATED <br />WETLANDS ARE SHOWN HEREON. <br />2. THERE ARE NO WETLAND IMPACTS PROPOSED AS PART OF <br />THIS PROJECT. THERE WILL BE NO LAND DISTURBING <br />ACTIVITIES WITHIN 50 FEET OF A DELINEATED WETLAND <br />BOUNDARY. <br />FLOODPLAIN CONSIDERATIONS <br />1. THERE ARE NO REGULATORY FLOODPLAINS WITHIN THE <br />BOUNDARY OF THE PROPOSED SITE. <br />RESTORATION NOTES <br />1. DISTURBED AREAS NOT ACTIVELY BEING WORKED SHALL BE <br />STABILIZED IMMEDIATELY, BUT NOT LESS THAN SEVEN DAYS <br />AFTER WORK AS CEASED IN THOSE AREAS. <br />2. AFTER INITIAL STOCKPILE CONSTRUCTION, AT LEAST 50 <br />PERCENT OF THE STOCKPILE SURFACE AREA SHALL BE <br />ESTABLISHED WITH VEGETATION. <br />3. DISTURBED AREAS AFTER INITIAL STOCKPILE CONSTRUCTION <br />SHALL BE STABILIZED WITH SEED AND MULCH. STOCKPILE <br />AREAS NOT IN REGULAR USE SHALL BE STABILIZED WITH <br />SEED AND HYDROMULCH. <br />TURF ESTABLISHMENT NOTES <br />GENERAL AREAS <br />FERTILIZER: 10-10-10 AT 200 LBS/ACRE <br />SEED: MNDOT MIX 25-141 AT 59 LBS/ACRE <br />MUCLH: MNDOT TYPE 1 AT 2 TONS/ACRE <br />STOCKPILE SLOPES <br />FERTILIZER: 10-10-10 AT 200 LBS/ACRE <br />SEED: MNDOT MIX 25-141 AT 59 LBS/ACRE <br />MULCH: MNDOT TYPE 6 HYDRAULIC SOIL STABILIZER AT <br />2,100 LBS/ACRE <br />a <br />z W <br />f <br />Z <br />Z <br />Z W <br />to > <br />Z <br />Z <br />LU W <br />z <br />010, <br />LLI <br />0 <br />� <br />og <br />z <br />LL <br />Z <br />W <br />M <br />J <br />W <br />� <br />0 <br />ZZ <br />aQ <br />za <br />� <br />0 <br />o <br />0W <br />c <br />WZ <br />Q <br />� <br />B <br />J <br />00 <br />IZ <br />Z <br />0 <br />a <br />W <br />O <br />LU <br />CO <br />Id. <br />J <br />r^ <br />vLU <br />III LL1 <br />� z <br />N 00 <br />W M <br />a�Ln <br />0 > Lr) <br />OC Q z <br />a�� <br />Z N O <br />FBI Ln <br />LV N = <br />m <br />W <br />Ce <br />REVISIONS <br />1. 04/06/22 Per City/RCWD Comments <br />DRAWN BY: <br />JTR <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: <br />01/10/22 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that I am a duly <br />Licensed Professional Engineer under the <br />laws of the State of Minnesota <br />Name: Joseph T. Radach, P.E. <br />Signature: 1 <br />Date: 01/10/22 License #: 45889 <br />C1 <br />of <br />3 <br />