|
GRADING NOTES:
<br />1) CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' AT LEAST 48 HOURS PRIOR TO
<br />EXCAVATION/CONSTRUCTION FOR EXISTING UNDERGROUND UTILITY LOCATIONS. TWIN CITIES METRO AREA:
<br />651-454-0002 OR TOLL-FREE: 1-800-252-1166.
<br />WARNING
<br />THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
<br />FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
<br />CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
<br />STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
<br />0
<br />\
<br />-
<br />2) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC REPLACE THE ABOVE WHEN DAMAGED DURING
<br />r
<br />� � / �
<br />FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT` CONSTRUCTION AT NO COST TO OWNER. 4 A --_
<br />,.; 1 Lir':'1.. •p. - �';E "._. '1
<br />ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. cW �? 110
<br />3) SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON SITE WITH THE EXCEPTION OF
<br />ff \ .".1.1 ��
<br />TOPSOIL, DEBRIS, ORGANIC MATERIAL, AND ANY OTHER UNSTABLE MATERIAL. I, 1` N7
<br />I
<br />4) SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY I / # '
<br />STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL __..."
<br />ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING 'g .
<br />THE EXISTING PAVEMENT. i 0 20 4a _ 60
<br />, I
<br />5) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. = p
<br />i SC IN ET ; _ 3
<br />ALE FE
<br />_ .
<br />6) ALL EXCESS MATERIAL INCLUDING BITUMINOUS SURFACING, CONCRETE, ABANDONED UTILITY ITEMS, AND ANY
<br />p
<br />OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED ! {` r _`y # _
<br />OFF THE CONSTRUCTION SITE. -
<br />;- 1
<br />I6. a= _. - -
<br />f` t� 3 -.- _ - _
<br />- to I"
<br />7) COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN 2 at.1 17
<br />-
<br />!
<br />7r 1�
<br />SUBGRADE ELEVATION'. THE FOUNDATION AND BUILDING PAD DIMENSIONS SHALL BE DETERMINED BY REFERRING ./ I % - -
<br />s r ' �'.. __11 TO THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. THE HORIZONTAL DIMENSIONS AND LOCATION OF THE _ � _� - --
<br />PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN. THE PAVEMENT � ' � _ 11 ` --- � !
<br />3
<br />} ;_- ,
<br />_ _ ; ;,
<br />SECTION AND SUBBASE SHALL BE COORDINATED WITH THE GEOTECHNICAL REPORT. - = c _ II
<br />- ' .zy I
<br />I I,
<br />�,-�� � m ,_ � s ` ' RETAIKING WALL __ , :: � T�� � a 1
<br />8) FINISHED GROUND ADJACENT TO PROPOSED BUILDINGS SHALL BE SLOPED AWAY AT A MINIMUM OF 6 INCHES - -. � '¢:
<br />. A _ - .....F Z
<br />I !
<br />�€E� MATCH EXISTING WALL TYPE; r
<br />IN 10 FEET (5.0%) FOR THE FIRST 10 FEET, EXCEPT WHERE NOTED ON PLAN. BEYOND 10 FEET, REFER TO §a
<br />_r- 5' y
<br />t. _ ... _ _� STI GRADE _
<br />AND MATCH =EX1 NG
<br />t # __ _ - 10iV
<br />PLAN GRADES. -� _ -
<br />"' S8'25'29"EIf
<br />�� _ _ _� - -- = 5 -
<br />�. - _- 09 _
<br />_ : _ v 230
<br />;y. __
<br />- T
<br />: F- _ h, , .._ ---. ; , -.- n r,:,_ w '. ' _ y , - rig y
<br />i_ .�-, -.... -
<br />9 CONTRACTOR IS RESPONSIBLE FOR GRADING THE FINISHED GROUND SURFACE AND CONSTRUCTING PROPOSED `^~ - _ _` 3P ,
<br />- f -., _ - - _. - _
<br />1
<br />PAVEMENTS SIDEWALKS AND CURB &GUTTER WITH SMOOTH & UNIFORM SLOPES TO PROVIDE POSITIVE = _ -- - _--:: _ ._.,n-
<br />a
<br />, _ _ F » D RAI NTII F , _ -- --- -�12
<br />F1
<br />RIM =1008 00 , -
<br />AND PREVENTPONDING IN OWER AREAS. CONTACT EN IN ER IF FIELD a = E E _ _ �a T ____ .__: _ ___ 10
<br />DRAINAGE AWAY FROM
<br />BUILDINGS E LG E t _ INV=1004.27 -'` - _, -
<br />-_ ,_ - _ -
<br />ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. T =
<br />E
<br />E AY_
<br />'` _ - QI D AIN _ -.
<br />SLOPE Q
<br />1.
<br />r
<br />�E
<br />"' ,_ I f _ TOV+f;4ROS CBMH 2 `.
<br />_, _
<br />-
<br />8-
<br />H F A UNDER A PROPOSED RB AND _ - �i� _
<br />10) INSTALL A MINIMUM OF 4 INCHES 0 CLASS 5 AGGREGATE BASE U DE ALL 0 OSED CU /� �` ��12" yLi
<br />. 1009 �A'F�.
<br />GUTTER. - f _ _ -: = _�
<br />'o , h 1Q .► ar- _ yr _,:
<br />O _
<br />100 -1 I. 4
<br />-•
<br />., g� 1.1®-- -- -- - - - �- - '`..a0 �_.... ���®* _ � 0 1009.50 „ .
<br />14,
<br />.,_: f , :
<br />1 1) REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR DETAILS ON EROSION & SEDIMENT S N . _ _ , - `� 4 ` = a - -
<br />_�
<br />CONTROL PRACTICES, INCLUDING INSTALLATION AND MAINTENANCE PROCEDURES. , ° =Y} c, f 7Q� °' �® a I
<br />- �-
<br />: << Q b
<br />t ' e ss+�+ g_ d. e
<br />. -,F - _ _
<br />12 CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOR TO WORKING WITHIN THE /'�� _ ;
<br />t
<br />RIGHT-OF-WAY AND DETERMINE IF CITY INSPECTION WILL BE REQUIRED. :` __ - a r 4 - - _
<br />��%_ _ X1 o4a 4 --- 1.00%HCP
<br />_ N _ . ,, .
<br />TES. _ _
<br />TY CONSTRUCTION NO x, ==a _ <<. r _ 11 9 ,.£
<br />I z_
<br />- -
<br />0 °
<br />0
<br />0
<br />,tj -
<br />0 I
<br />„
<br />FFE■1012:00 L-iiI 4 a _
<br />. - -
<br />CBMH 2 -.
<br />Z + RIM 100$.4 Us ,,, :
<br />X,. O NV=100=40y =
<br />MAINTAIN 18" VERTICAL
<br />SEPRATION
<br />TOP OF W.M.=1000.8±
<br />VERI PRIOR TO
<br />CONSTRUCTION
<br />CBMH 3
<br />CONSTRUCT OVER
<br />EXISTING 15" RCP
<br />RIM= 1008.3±
<br />INV= 1 002.60(W)
<br />INV=1000.6±(t ,S)
<br />f 0 ,
<br />,f X 01 1.90 Tf01>1.00 y '
<br />THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND _ F- t -_-
<br />1) PRIOR TO CONSTRUCTION,„ _ __.._
<br />r F 1®1 LFE■1005.00 6 -
<br />T SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE " - -- `° q 3 = EXTRUDED ITUIvt NOUS =CUR
<br />INVERTS, SHOWN OR NO S / -
<br />ECT ENGINEER IMMEDIATELY. -' ;' f / - �- h0 s6 ,�
<br />REPORTED TO THE PROJ _ <.: '� 50 AS NECESS{�R � 7. '
<br />r ;a, m_A I' d 1:010-* b _ _ ®® SAW & RE OVE EXISTING
<br />sw' , _ , ::., ' - • ._.., , __ ` ate. - a, Q . - _ _ _.
<br />OF THE BUILDING PIPE SYSI EM PRIOR TOTD, _ - _
<br />2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS _ e - }r 1 0:� A b.. /0 a� BITUMINOUS & CONCRETE CURB.
<br />CONSTRUCTING SERVICE CONNECTIONS. _ _ _ "'� jTL9 REPLACE WITH NEW t,UMINOUS
<br />1\
<br />5.
<br />3ING
<br />�-,
<br />//y� ❑
<br />&CURB• MAT H ±XIS:
<br />ALL BE PERFORMED IN ACCORDANCE WITH CITY SPECIFICATIONS AND BUILDING PERMIT ''--W- `' f:;,, � � �-- FIELD 1_6CATE .AND- EXTEND � Cf3NNECT GARAGE .bC) DF;tAI _ THICKNESS, TY:)E &GRADE.
<br />3) ALL UTILITY WORK SH == E,. h �► ♦ - _ - - -
<br />w - ANI -
<br />L COORDINATE WORK WITH ALL UTILITY COMPANIES. , ,k n 9- 1 f xE
<br />REQUIREMENTS. CONTRACTOR SHAL Y t .;/ �` _ EXISTING' S TfY
<br />EXISTING UTILITY SERVICES TG NEW _ I
<br />g* . , �; _ _: BUILDING f - r WITH 6" WYf=. : _ _-
<br />�..
<br />- -
<br />.9-
<br />,x �-,
<br />}y
<br />4 STORM SEWER SHALL BE HDPE PIPE OR APPROVED EQUAL. CB 1 & CBMH 2 SHALL BE NYL_OPLAST STORM ` _ �'41z 11 _ 2 6 SDR
<br />011.00 QFE■10110.50 n ❑ -_ -
<br />- �S ; rK-IJ ti 1 0 _ S�C)PE A If ±MUM ,bF 009 .. ,
<br />DRAINAGE STRUCTURES OR APPROVED EQUAL (SEE DETAILS PER DIRECTION OF OWNER. CBMH 3 SHALL BE =.�;- _ - •-
<br />c y
<br />CITY STANDARDS. CBMH 3 SHALL BE IN , " _- -0' 1010,.. - - ❑
<br />PRECAST REINFORCED CONCRETE AND CASTING SHALL COMPLY WITH C A ., _ _
<br />HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT DINGS. ,,_ _ _ . <y'�> .- - _= : _ - _ _ O
<br />ACCORDANCE WITH ASTM C478 AND A
<br />F ate. _ - .. ._ - - - - _:.. _ -
<br />Qs
<br />�o
<br />_999 9
<br />3 , , _s
<br />' , �O = -11� t '
<br />CONSTRACTOR SHALL FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. '' w p 100 `� f- 11 --
<br />CONTRACTOR WILL BE RESPONSIBLE IBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER, AND PLUMBING
<br />..r.� `� N. Capp 1006 _ ;�,R�. Or - --
<br />11
<br />BUILDING DEPARTMENT. w --- - -
<br />PERMITS FROM THE CITY'S BUILD 3 a.,_1117
<br />--;_ � j 1005 ---- - ,,., _ - }- '
<br />1 - h _ I 1004--
<br />i
<br />} - , :. ,
<br />r � � - z� s - ❑ ❑ 0 . • RETAINING , WALL 1
<br />COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTMjAf
<br />7) UTILITY TRENCHES SHALL BEC
<br />\ .
<br />L1.pQ . O0� = TYPE T BE_=D.EfERM1
<br />....11
<br />1, _ _� _
<br />- N TO WITHIN THREE FEET OF THE GROUND SURI-ACE AND . u 84 86 -= -- _ ��C] `` il !
<br />D698.78 OR AASHTO T 99) FROM THE PIPE ZONE - , i, ; -�BY OWNER` _
<br />-� ,
<br />100% STANDARD PROCTOR IN THE UPPER THREE FEET. ' _ m - _
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<br />_ s ,-- -
<br />- 11
<br />-
<br />_ =
<br />- '�-
<br />s
<br />Sg2.2�,52- 50. o� }_. _ - ,
<br />8 CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOR TO WORKING WITHIN THE
<br />3 \ e _
<br />E -
<br />9 - --
<br />CN
<br />PECTION MAY BE REQUIRED DURING CONSTRUCTION OF UTILITY SERVICES TO EXISTING 184. - 3=
<br />RIGHT-OF-WAY. CITY IN =
<br />7
<br />- EROSION`.`CONTROI 6
<br />- _ _ -.-_
<br />UTILITY MAINS. -. \ FE __ Ii
<br />L SALT NCE' ,
<br />9) CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE -- -` - -=.T -._ -_: r = 10 �_� ; ,
<br />CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD - m _ -- -
<br />CLOSURES.
<br />MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, DECEMBER 2001. ONE ELEVEN FOOT MINIMUM Li n
<br />I __ ,_ - '--_.,
<br />WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. = _x 0`
<br />.,-_
<br />ter, r: - -- _
<br />_.a ,
<br />7
<br />OUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH MN/DOT SPECIFICATIONS. - x" _ = _
<br />THE EXISTING BITUMINOUS _ '
<br />1__:` 1
<br />10 E ,:
<br />=w
<br />�� "�
<br />I, I E F _ •. -- -�- - _ .ry"'
<br />t . _ _ �_ '
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<br />- ,__ , .., ---.
<br />_ '� _ _
<br />4:«_ ,_
<br />E
<br />--- _ = _
<br />- - =.
<br />Y
<br />- -r - - _ -
<br />EROSION CONTROL NOTES - _ - '
<br />. _ ,
<br />_
<br />-____
<br />-__
<br />i
<br />I {_ ,mow«
<br />1) ALL PERIMETER SILT FENCE, CATCH BASIN INLET PROTECTION, AND ROCK CONSTRUCTION ENTRANCES -
<br />." t 0-00,29
<br />SHALL BE INSTALLED PRIOR TO LAND DISTURBING ACTIVITIES. ;
<br />:: _
<br />2) WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ,
<br />_ _
<br />,i.
<br />ROCK BASE. `
<br />t I
<br />_ __
<br />=_m _, �F _, _ -
<br />,�
<br />£ i �
<br />t ."1. -
<br />3) THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF `
<br />_.
<br />I
<br />ACCUMULATED SILT IN FRONT OF SILT FENCES, FOR THE DURATION OF THE CONSTRUCTION. 1N. a
<br />-
<br />--
<br />_-
<br />I _
<br />-
<br />4 REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. J
<br />:
<br />SAN MH I
<br />v RiM=998.59
<br />5) THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND =F,-
<br />'I'lC+1.=992.00
<br />PAVED AREAS AND SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS.
<br />_._.,
<br />-'
<br />e a
<br />))
<br />I _-
<br />6) IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK " z
<br />TO ALL CONSTRUCTION AREAS ' I _ y
<br />E
<br />'-
<br />I-
<br />1
<br />-,1 _
<br />Issue / Revision
<br />Date: Description: By: Date: Description: By:
<br />I hereby certify that this plan was prepared by me or under
<br />my direct supervision and that I am a Licensed Professional
<br />Engineer under the laws of the State of Minnesota.
<br />Scott Ham
<br />Date: Reg. No. 13394
<br />Reviewed By: Jerry Backman
<br />Designed By:
<br />Drawn By:
<br />Checked By:
<br />15050 23rd Avenue North
<br />15441
<br />Schoell M TI763-7461600 Minnesota F 763-746-1699
<br />Planning Engineering Surveying 11110 Industrial Circle NW, Suite E
<br />Elk River, Minnesota 55330
<br />T 763-241-0108 F 763-241-8351
<br />www.schoelimadson.com I 11
<br />tient:
<br />e� jj 00 MI -ANDY ANDERSON
<br />fflPC?-,J - W-47 2001 Sugarwood Drive
<br />n Long Lake, MN 55356
<br />I('_-_0! -� AJ r-<--:) 952-253-1902
<br />®� a/0- o . 11
<br />11
<br />LEGEND
<br />PROPOSED EXISTING
<br />- -
<br />ADJACENT BOUNDARY LINES
<br />-'
<br />PROPERTY LINE
<br />�'- �-�
<br />-
<br />-- ----- ------------ -------
<br />SETBACK LINE
<br />_- ....,._ - -
<br />EASEMENT LINE
<br />• 4 0
<br />@ .^
<br />SANITARY SEWER
<br />ix
<br />__ I
<br />WATER MAIN W/ FIRE
<br />HYDRANT & AUX. VALVE
<br />"
<br />1
<br />I hereby certify that this plan was prepared by me or under
<br />my direct supervision and that I am a Licensed Professional
<br />Engineer under the laws of the State of Minnesota.
<br />Scott Ham
<br />Date: Reg. No. 13394
<br />Reviewed By: Jerry Backman
<br />Designed By:
<br />Drawn By:
<br />Checked By:
<br />15050 23rd Avenue North
<br />15441
<br />Schoell M TI763-7461600 Minnesota F 763-746-1699
<br />Planning Engineering Surveying 11110 Industrial Circle NW, Suite E
<br />Elk River, Minnesota 55330
<br />T 763-241-0108 F 763-241-8351
<br />www.schoelimadson.com I 11
<br />tient:
<br />e� jj 00 MI -ANDY ANDERSON
<br />fflPC?-,J - W-47 2001 Sugarwood Drive
<br />n Long Lake, MN 55356
<br />I('_-_0! -� AJ r-<--:) 952-253-1902
<br />®� a/0- o . 11
<br />11
<br />LEGEND
<br />PROPOSED EXISTING
<br />VARIE
<br />VARIES
<br />CO 1 DETAIL
<br />t�BMH 2 DETAIL
<br />F'tK UWIVtK
<br />SLOPE TO DRAIN
<br />COMPACTED EARTH
<br />RISER
<br />NYLOPLAST DRAIN
<br />BASIN OR EQUAL
<br />COMPACTED CRUSHED
<br />STONE BASE
<br />'LK U W NtK
<br />SLOPE TO DRAIN
<br />COMPACTED EARTH
<br />RISER
<br />NYLOPLAST DRAIN
<br />BASIN OR EQUAL
<br />HDPE PIPE
<br />COMPACTED CRUSHED
<br />STONE BASE
<br />22 3/4" Sq. Grate
<br />Curb Inlet Frame
<br />Surmountable Curb - Surmountable Casting per city standard
<br />Grate 2" Below Adjacent Gutter and Street
<br />8.8 9.75"
<br />Precast Manhole Cover Slab
<br />6.. .,� ...° a 58" O,D. With 2' x 2' Opening
<br />2'C�
<br />11 -
<br />10"
<br />48" RCP Class II Plain Ends
<br />4'0"
<br />E�
<br />0
<br />Z o f Elevation of Incoming Line Equal
<br />0 m to or Above Outgoing Line
<br />4-0
<br />3" _ I _ (1 I IRCP
<br />- .p
<br />6" : b �� '
<br />71 5'4"
<br />Precast Manhole Base,
<br />1 64" O.D. Flat Design
<br />CBMH S DETAIL
<br />Project:
<br />ANDERSON RESIDENCE
<br />LONG LAKE, MN
<br />Date:
<br />2.14.07
<br />Sheet Title: I
<br />Sheet:
<br />GRADING & UTILITY PLAN Ci
<br />SMI Project Number: 64459-003
<br />- -
<br />ADJACENT BOUNDARY LINES
<br />-'
<br />PROPERTY LINE
<br />�'- �-�
<br />-
<br />-- ----- ------------ -------
<br />SETBACK LINE
<br />_- ....,._ - -
<br />EASEMENT LINE
<br />• 4 0
<br />@ .^
<br />SANITARY SEWER
<br />ix
<br />__ I
<br />WATER MAIN W/ FIRE
<br />HYDRANT & AUX. VALVE
<br />"
<br />1
<br />P4
<br />GATE VALVE
<br />CATCH BASIN/STORM
<br />m-/
<br />`-i--aa41'}
<br />SEWER/MANHOLE
<br />-_-940----
<br />=• _ -- -=
<br />MAJOR CONTOUR LINE
<br />------9,38r--------L
<br />_ � _ T-= --
<br />MINOR CONTOUR LINE
<br />-f-50%
<br />PERCENT GRADE/DRAINAGE SLOPE
<br />=-= =F-------
<br />RETAINING WALL
<br />❑ ❑ ❑ ❑ ❑ ❑ ❑ -
<br />SILT FENCE -BEFORE
<br />I
<br />CONCRETE PAVEMENT
<br />- 4
<br />+907.08
<br />GUTTER/PAVEMENT ELEV.
<br />BUILDING
<br />VARIE
<br />VARIES
<br />CO 1 DETAIL
<br />t�BMH 2 DETAIL
<br />F'tK UWIVtK
<br />SLOPE TO DRAIN
<br />COMPACTED EARTH
<br />RISER
<br />NYLOPLAST DRAIN
<br />BASIN OR EQUAL
<br />COMPACTED CRUSHED
<br />STONE BASE
<br />'LK U W NtK
<br />SLOPE TO DRAIN
<br />COMPACTED EARTH
<br />RISER
<br />NYLOPLAST DRAIN
<br />BASIN OR EQUAL
<br />HDPE PIPE
<br />COMPACTED CRUSHED
<br />STONE BASE
<br />22 3/4" Sq. Grate
<br />Curb Inlet Frame
<br />Surmountable Curb - Surmountable Casting per city standard
<br />Grate 2" Below Adjacent Gutter and Street
<br />8.8 9.75"
<br />Precast Manhole Cover Slab
<br />6.. .,� ...° a 58" O,D. With 2' x 2' Opening
<br />2'C�
<br />11 -
<br />10"
<br />48" RCP Class II Plain Ends
<br />4'0"
<br />E�
<br />0
<br />Z o f Elevation of Incoming Line Equal
<br />0 m to or Above Outgoing Line
<br />4-0
<br />3" _ I _ (1 I IRCP
<br />- .p
<br />6" : b �� '
<br />71 5'4"
<br />Precast Manhole Base,
<br />1 64" O.D. Flat Design
<br />CBMH S DETAIL
<br />Project:
<br />ANDERSON RESIDENCE
<br />LONG LAKE, MN
<br />Date:
<br />2.14.07
<br />Sheet Title: I
<br />Sheet:
<br />GRADING & UTILITY PLAN Ci
<br />SMI Project Number: 64459-003
<br />
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