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i
<br />~ i GRADING NOTES
<br />i SEE STREET PLAN SHEETS C13 AND
<br />/ C14 FOR CITY STREET PROFILE, ~ CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS
<br />/ SECTION, UTILITES AND NOTES OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO
<br />• / i SILT THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR
<br />SILT FENCE
<br />e of SW c . LT i SI ~f SW1 /4 of ~ SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES BUILDING LASTING RELATIONSHIPS OR VARIATIONS FROM THE PLANS.
<br />E105TNr0 ~PoVEWAY ,
<br />FENCE : _ r . , ~ ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.
<br />f~~ ~-~E-f-~::'~F' !'4Ti~S+aAu~-ft :AkIKa ~x3~~~Mh~:f ~fJ~Q. '~.5.ut-f~f-i-off-~ ' ' . ~~f_
<br />..:.I:.. _ DO I CONTACT "GOPHER STATE ONE CALL" (651-454-0002 or
<br />• . _ . 1:._ 1-800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR
<br />TO EXCAVATION. RYAN I D# 1410 RYAN COMPANIES US, INC.
<br />i ~1 ` n? _ >!i. ~ ~ \fP • . 50 South Tenth Street, Suite 300
<br />f' 4~ 00 4 > 42-r1Ju 4 S} 0 44+ 0 _ ;s ~ I CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD Minneapolis,MN55403-2012
<br />903.8 0 ..;:903.35.:;. 90 , > 10 2:85.._...902:61`7 90:6 9fI168 90t}:85 899 7 898 2 , 8 27 98 01 :,:894 7 . $~3 1 8 2~6 91.01 890.1 889.40 ' rn r I SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 6 INCH DEPTH
<br />• 99.05 890.17 901.55.. (COMPACTED) TO ALL DISTURBED AREAS TO BE SODDED OR 612-492-4000 te1
<br />. SEEDED . 612-492-3000 fax
<br />_ R CK _ ~0 ,
<br />- CDNSTI~I~ C ION _ , , I WWW.RYANCOMPANIES.COM THE SITE GRADING OPERATIONS, WHEN COMPLETED, SHALL
<br />8 9.72 902 0 . ~ . ~ ENT CE ss .50 4. ~ 4: ~ N RESULT IN ALL AREAS BEING GRADED TO "PLAN SUBGRADE
<br />6 % RACK !0 9 QS 8 0.49 ELEVATION". THIS "PLAN SUBGRADE ELEVATION" SHALL BE
<br />i C~NST TID~' o . 9.72 90 0 900 20 ` 892.30 CONSISTENT WITH THE GEOTECHNICAL REPORT FOR BUILDING ~
<br />~ NTRANC m
<br />Na _ ~ a s I AND PAVEMENT AREAS. THE "PLAN SUBGRADE ELEVATION" IN PRO crrr~
<br />• O O N., O ~ ~ O ~ , o . , r ~ 891.95 I THE PARKING LOT AND DRIVEWAY AREAS SHALL BE
<br />SILT O O O ~ N ~ • k ~ ~ N DETERMINED BY CHECKING THE PAVEMENT SECTION DETAILS
<br />i a ~ FENCE AND REFERRING TO PAVING PLAN FOR LOCATIONS AND LIMITS
<br />~ :.:i r rn 890;1 : ~ O • OF VARIOUS PAVEMENT SECTIONS.
<br />t7 M ~ (V ~ rn 892.06 O N ~ 00
<br />i 01 O O r >i; m O REFER TO SITE PLAN FOR CURRENT HORIZONTAL SITE
<br />i c} ~ O ~ O ~ . DIMENSIONS AND LAYOUT. TRANSOMA
<br />r.. ' (V `r!T N O 01 o
<br />o SILT , , m i r co ; 92.15 EXISTING TOPOGRAPHY PROVIDED BY THE CITY OF NEW NORTHWEST
<br />FENCE ~ ~ N ~ N O 00 BRIGHTON . QUADRANT
<br />O 0) ~ ' ;
<br />p~ - . Q. M ; LOCATION
<br />N ~ ~ 89.26 o o ~
<br />~ ~ rn • a O ~ LEGEND NEW BRIGHTON,
<br />: V
<br />i ro. 9b •19... N o . rn 2-STORY OFFIOE MINNESOTA
<br />o r i r co 2.28 - - - - - - EXISTING MINOR CONTOUR
<br />20,000 SF ' m ,O N O ~ SHEET TITLE EXISTING MAJOR CONTOUR
<br />FFE=904.5 ~ ~ N
<br />,d• ~ 90.0 N BADE N N ~ 2.32 GRADING PLAN 754 PROPOSED MINOR CONTOUR
<br />: _ ':O OOi ~ 00 m
<br />i o o~ o m V 760 PROPOSED MAJOR CONTOUR
<br />i O V ~ N ~ r+j .
<br />t O PROPOSED INLET PROTECTION
<br />_ r r 892. 6 ~ ri REVISIONS
<br />pj I O 0~ 1 +17.6 _ r'r, o ~ DRAINAGE DIRECTION 07/31/07 -BID PACK #1
<br />: N _ EXISTING STORM SEWER o8/oz/o7 - RcwD svBMITTAL
<br />_ " + '1 N ~ ri 892 6'6'' _ , 08/03/07 -CITY SUBMITTAL
<br />1 ~ ~ <; m , PROPOSED STORM SEWER v8/o~/07 - MDH svBMITTAL
<br />m ~ o 08/ 13/07 - RCWD COMMENT
<br />::'.O ~ ~ 0 89 .10 i SILT FENCE CITY COMMENT
<br />N Oi ; O N O O ~ I : < O 08/15/07 -MDH PLUMBING SUBMITTAL
<br />s.: r. , r o .7 a rn rn 08/24/07 -BUILDING PERMIT SUBMITTAL
<br />: . ~ N • o 891.11
<br />N rn 8 .71;::;; o 8
<br />N i ~ : ~ 4~.% WARNING
<br />~ ~ N ~ B9 .52 892.51 o o: ; THE CONTRACTOR SHALL CONTACT ALL PUBLIC
<br />~ rn UTILITIES FOR LOCATIONS OF ALL UNDERGROUND
<br />: .96 ~ ° 9d1 '1 ' rn SILT ; : o''~' o ~ ~ o WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
<br />O<' 00 N VALVES, OR OTHER BURIED STRUCTURES BEFORE
<br />FENCE; ~ N z ~ ~ i DIGGING. HE SHALL REPAIR OR REPLACE THE
<br />9~ ~ o 890.79 ~ ~ . %o , ABOVE WHEN DAMAGED DURING CONSTRUCTION AT I hereb certif that this lan s ecification
<br />' ~ ,;::,,892.3 _ . : ; ' 2.83 NO COST TO OWNER. y y p ~ p or report was prepared by me or under my
<br />• o , ~ ~ direct supervision and that I am a duly
<br />~ ~ ~ FENCE Licensed Professional Engineer under the 1
<br />~ N cp j~ , laws of the State of Minnesota.
<br />901.60 m :
<br />i i~rl~~
<br />~ 4 rn _
<br />3.1 g . i h 0.61 g
<br />0 ~h B ~ 651-454-0002
<br />: ~ry
<br />.ter ~ ~ i O N 800-252-1166 DANIEL E. BOWAR
<br />s _ L,.. 191:: °i Q1 ~ Ryan lD# 7470
<br />8900.71 . .
<br />4.) y ~ 4
<br />' 6 . REGISTRATION NO. DATE
<br />9 ~ o ~ , 45018 08 / 24 / 2007
<br />o . ~ - 0 ~ o ~at,a9t~. i
<br />h , 897 ©2006 RYAN COMPANIES US, INC.
<br />ii
<br />. rLT S `
<br />..I JOB NUMBER HISTORY
<br />; . ' ~ ,
<br />~ _ _ ; o ~
<br />
<br />1.22 C
<br />25 T OS E~ u J
<br />rJ ~ - FENCE - - ~ ~ : ~
<br />~ ~ Q\ „ . _
<br />I ~ ~ ~ si ~ . I ~ 4 ~ . - 02.86 U
<br />8 ~ ~ Z 05 ~ 13 \ ;
<br />. ~ :......1 I..... SHEET NUMBER
<br />882:.. ~ ~ - o
<br />88 n.0 • . .
<br />e 79 . C7
<br />C. <;
<br />r # s . ~ e DRAWN BY CHECKED BY
<br />~4 , 8 AL PO r • O 40 80 DEB WTS
<br />: >:810 = 7 _ JOB NUMBER DATE
<br />HWL=881.2 SCALE I N FEET 1735-000 08 ~ 24 ~ 2007
<br />L-L .~---872 ;I ~ ~ , i
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