09.14.21 Cedar Creek South Sixth Addn - plansCONSTRUCTION NOTES.
1) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF
EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, PRIOR TO START OF SITE GRADING.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OFANY
DISCREPANCIES OR VARIATIONS FROM PLANS.
2) CONTRACTOR SHALL CONTACT" GOPHER STATE ONE CALL" FOR UTILITY
LOCATION 454-0002 OR 1-800-251-1166 WITHIN 24 HR.. PRIOR TO EXCAVATION
3) ALL CONSTRUCTION SHALL CONFORM TO MINNESOTA DEPARTMENT OF
TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION"
4) THE EROSION CONTROL SIL T FENCE 1 IS TO BE INSTALLED PRIOR TO STARTING
OF GRADING OPERATION. THE EROSION CONTROL SILT FENCE 2 IS TO BE
INSTALLED AFTER PONDS ARE GRADED.
5) THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SILT FENCES AND INSTALL
ADDITIONAL EROSION CONTROL MEASURES, TO PREVENT SEDIMENTATION FROM
LEAVING THE SITE. UNTIL VEGETATION IS ESTABLISHED AND THE AREA IS STABILIZED.
6) CONTRACTOR SHALL COMPLY WITH ALL NPDES AND LOCAL WATERSHED REQUIREMENTS.
7) GRADING WORKAND CONSTRUCTION EQUIPMENTS SHALL NOT TREPASS ON ADJACENT
PRIVATE PROPERTIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO ANY CLAIMS
RESUL TING FROM SUCH ACTIONS.
8) THE STORM SEWER AND CURB SHOWN ARE FOR CLARIFICATION AND NOTA PART OF
THIS CONTRACT, EXCEPT AS NOTED ON THE PLAN.
9) BUILDING PADS SHALL BE GRADED USING HOLD DOWN AS NOTED ON THE TYPICAL
BUILDING PAD GRADING DETAIL.
7UNORTH
—40 0 40 :• 120
Property line
@ rear of building pad
sge floor elev. or
@ front of building pad
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I hereby certify that this plan, specification, or report
was prepared by me or under my direct supervision and
that I am a duly Registered Professional Engineer under
the laws of the State of Minnesota.
70
No.— 149 gL 4
MEYER- ROHL /N, INC.
ENGINEERS - LAND SURVEYORS -ml
1 11 1 Hwy. 25N., Buffalo, MN 55313
Ph. (612) 682-1781 Fax (612) 682-9492
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U
I
1.0 I.---- 12.0 ---- ---- 12.0_31 I
----
-SURMOUNTABLE CONCRETE 1.0
4 `- i (`IIRR ANT) rtiTTFR r)t=CIrN U11 . /
I I I
TOP OF SURMOUNTABLE
CURB TO BE 0.07 BELOW
CENTERLINE.
1" BITUMINOUS WEAR COURSE M.H.D 2331, TYPE 41
I -2" BITUMINOUS BASE COURSE M.H.D 2331, TYPE 31
L -6" CLASS 5 AGGREGATE
L - -12" SAND
TYPICAL TOWNHOMES DRIVE SECTION
NO SCALE
W
z
J
W
W
r----15.0 --- ----15.0 ----►I
1.0 I SURMOUNTABLE CONCRETE I 1.0
CURB AND GUTTER DESIGN D412
VAR/ESS � VARIES. .
— — —3.009
iy ;
IL'L I" BITUMINOUS WEAR COURSE M.H.D 2331, TYPE 41
2" BITUMINOUS BASE COURSE M.H.D 2331, TYPE 31
TOP OF SURMOUNTABLE IL-6" CLASS 5 AGGREGATE
CURB TO BE 0.00 BELOW L —12" SAND
CENTERLINE.
TYPICAL ENTRANCE DRIVE SECTION
NO SCAiZ
DATE 9/1/00 1 REVISIONS
DRAWN BY RKN
RECORD PLANS DATE.
DESIGNED BY XW BOOK PAGE.
CHECKED BY JKW HORIZONTAL SCALE I VERTICAL SCALE
1 inch = 30 feet 1 inch = __--__ feet
NO TE: 1.) THE DESIGNATED HOLD DOWN SHALL BE COMPLETED ACROSS
THE ENTIRE WIDTH OF THE PAD. HOLD DOWN MAY BE MODIFIED
TO MAINTAIN DRAINAGE OFF OF THE PAD.
2.) SOIL CORRECTION FOR EACH BUILDING PAD SHALL AS A .MINIMUM
BE COMPLETED THE FULL WIDTH OF THE PAD (SETBACK L/NE TO
SETBACK LINE). ON CORNER LOTS, SOIL CORRECTION SHALL BE
COMPLETED FOR THE PAD AS SHOWN
3.) SOIL CORRECTION AND STRUCTURAL BACKFILL SHALL BE OVERSIZED
5' ON EACH SIDE OF THE PAD OR AS REQUIRED BY THE
SOILS ENGINEER
WISHED GRADE
KFILL WITH ORGANIC OR
TA'?LE MATERIAL ALLOWED
J
CEDAR CREEK SOUTH SIXTH ADDITION FILE NO. oc
GRADING IMPROVEMENT PROJECT SHEET
Albertville, Minnesota y of
GRADING AND EROSION CONTROL PLAN