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<br />RIPRAP DEI AIL
<br />
<br />EXISTING UTILITIES
<br />1) The information shown on these drawings concerning type and
<br />location of existing utilities is not guaranteed to be accurate
<br />or 011 inclusive. The contractor is responsible for making his own
<br />determination as to the type and location of utilities as may
<br />be necessary to avoid damage to these utilities.
<br />
<br />2) The contractor shall be responsible for existing utility locations.
<br />Call Gopher State One at 454-0002 for locations.
<br />
<br />1...... 1.0'- 2.0' SEE SEC. A-A
<br />~ -I- .n.-
<br />~!ID= D!l =1111
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<br />SEC. 8-8
<br />
<br />SANITARY SEWER
<br />1) Sanitary Sewer sholl be 8" PVC SDR 35 unless otherwise noted.
<br />
<br />2) All Sanitary Sewer Services sholl be 4" PVC SDR 35 unless
<br />otherwise noted.
<br />
<br />3) Sewer Service locations sholl be verified in the field prior to
<br />construction.
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<br />WA TERMAIN
<br />1) Water Services shall be 1 inch copper type K.
<br />
<br />2) Watermain and hydrant leads shall be 6" DIP CL 53 unless
<br />otherwise noted.
<br />
<br />3) Curb stops shall be placed at property line.
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<br />~ _~~ 1.0' < 48- OUTLET P1PE
<br />6- OPENING I ~ 2' 2.0' > 48- OUllET PIPE
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<br />STREETS
<br />1) Saw cut existing Concrete Curb and Bituminous to provide
<br />but t join t.
<br />
<br />2) Removal and disposal of existing street materials as required
<br />for construction is incidental.
<br />
<br />SEC, A-A
<br />
<br />GR ANULAR f'IL TER BlANKET
<br />(SEE HOlE)
<br />
<br />NOTE: 'THE CONTRACTOR. AT HIS OPllON. ...04 Y SUBSTlTUTE
<br />A GEOTEXTlLE F' ABRle. SPEC. 3601 FOR THE GRANULAR
<br />FlL lER BLANKET UNLESS OTHERWISE SPECIFIED IN THE
<br />PlANS. THE FAeRIe SHOULD COVER THE AREA or lHE
<br />RtPRAP AND EXTEND UNDER THE CUL~T APRON 3 FEET.
<br />
<br />NOTE: Contractor shall notify City Engineer a minimum of 24 hours
<br />prior to any interruption of sanitary sewer or water service
<br />to existing homes.
<br />
<br />1
<br />
<br />NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVA liON
<br />OF EXISTING SANITARY SEWER AND WATERMAIN AND NOTIFY
<br />ENGINEER OF ANY DISCREP ANCIES PRIOR TO 5T ART OF
<br />INSTALLA liONS.
<br />
<br />LEGEND:
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<br />1) ~- Denotes Direction of Surface Drainage
<br />2) Denotes Proposed Contour
<br />3) -- ---. ----Denotes Existing Contour
<br />4)--e-Oenotes Silt Fence
<br />5) X 909.2 Denotes Proposed Spot Elevation
<br />
<br />-=
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<br />50. R/W
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<br />28' BACK TO BACK
<br />CL
<br />FINISH CL GRADE ~
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<br />V. DE PREP. MoDOl2112
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<br />4" TOPSOIL-
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<br />r- rp * =1:J SOD OR SEED AS DIRECTED-
<br />'.. , ~ BY THE ENGINEER
<br />'",- J ~ 541 CONe. CURB 2 ROWS SOD (TYP.)
<br />~ .. 2331 BIT. WE (TYPE 41)
<br />- K COA T
<br />.5" 2331 BIT. BASE (T 31 )
<br />~6" CLASS 5 GRAVEL (RECY 0 OR 100~ CRUSHED)
<br />EEl SECTION THICKNESS TO BE
<br />~RIFIED PRIOR TO FlNAL GRADING
<br />TYPICAL STREE
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<br />5412 CONe.
<br />URB & GUTTER
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<br />ROCK CONSTRUCTION ENTRANCE
<br />
<br />SECTION
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<br />4
<br />
<br />EROSION CONTROL NOTES
<br />
<br />1. PRIOR TO ROUGH GRADING, INSTALL SILT STOP fENCE
<br />IN LOCA TIONS SHO'WN. ADDITIONAL SIL T STOP F"ENCES
<br />WILL BE REQUIRED "'HERE LOCAL CONDITIONS REQUIRE.
<br />
<br />2. ROUGH GRADING SHALL PROCEED ON AN AREA BY AREA
<br />BASIS TO MINIMIZE UNCOMPLETED AREAS.
<br />
<br />3. PROVIDE NA TIVE TOPSOIL} SEED} AND MULCH ANCHORED \11TH A
<br />STRAIGHT SET DISC IN ALL DISTURBED AREAS AS SOON AS
<br />PRACTICAL AFTER GRADING.
<br />
<br />4. MAINTAIN AND REPAIR SIL T STOP fENCES (INCLUDING
<br />REMOVAL Of ACCUMULATED SIL T) UNTIL VEGETATION IS ESTABLISHED.
<br />
<br />)
<br />II
<br />
<br />CDNSTRlE~ IF A SIL T rENCE
<br />
<br />I. SET POSTS AND EXCAVATE A .. X ..
<br />TRENCH UPSlCPE ALO<<i THE LINE or
<br />POSTS.
<br />
<br />2. STAPLE VIR[ rENtING TO THE POSTS.
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<br />EXTENSION or FABRIC &
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<br />ST.
<br />
<br />3. ATTACH Tt€ F'JL TER rAlRlC TO THE 4. MQCF"ILL" C04PACT THE EXCAVATED
<br />VIRE F'ENCE , EXTEND IT INTO 1l€ smL.
<br />TRENCH.
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<br />SITE PLANNING
<br />
<br />ENGINEERING
<br />
<br />CHARLES ~ PLOWE CONSUL TlNG ENGINEER
<br />9180 LEXINGTON AVENUE N.E
<br />, CIRCLE PINES, MN 55014
<br />
<br />DATE: 9/22/98
<br />
<br />REG. NO. 18227
<br />
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<br />(612) 785-1043
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<br />/ hereby certify that this plan was prepared by me or under
<br />my direct supervision and that I om 0 duly registered pro-
<br />fessional engineer under the laws of the State of Minnesota.
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<br />NEW BRIGHTON, M~=~~\~ESOTA
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<br />( IN FEET )
<br />1 inCh = 40 ft.
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<br />1.
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<br />STONY LAKE ESTATES
<br />NEW BRIGHTON, MINNESOTA
<br />- CITY PROJECT NO. 98-8
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<br />C W P 7/1~/98 {:~WAIJJ. ,- SAVING TREE~
<br />· · · &- ROADWAY WIDTH ::: 28' 8-8
<br />DRAWN 8/11/98 ADDEO WETLAND TEXT
<br />C.G..S. 9/22/98 ENI1(AfV(,.t GRADES
<br />CHECKED
<br />c. W.P.
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