HomeMy WebLinkAbout2015-05-12 PACKET 05.C.03.
Project Name:
Project Name:
Owner/Developer Name:
9480 Jamaica Avenue S.
Cottage Grove, MN 55016
Professional Services:
Planning Civil Engineering Land Surveying
Planning Civil Engineering Land SurveyingPlanning Civil Engineering Land Surveying
Landscape Architecture Environmental
Landscape Architecture Environmental
7200 Hemlock Lane - Suite 300
Maple Grove, MN 55369
Telephone: (763) 424-5505
www.LoucksAssociates.com
2015
CADD Qualification:
CADD files prepared by the Consultant for this project
are instruments of the Consultant professional services
for use solely with respect to this project. These CADD files
shall not be used on other projects, for additions to this project,
or for completion of this project by others without written approval
by the Consultant. With the Consultant's approval, others
may be permitted to obtain copies of the CADD drawing
files for information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be made
at the full risk of that party making such revisions, additions or
deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
C3-1.DWG/30x42
Submittal:Submittal:
03-19-15PERMIT SET
Professional Signature:
Professional Signature:
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the laws
of the State of Minnesota.
GRADING, DRAINAGE & EROSION CONTROL NOTES
Nicholas M. Mannel - PE
45861
1.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED BY THE CONTRACTOR UNTIL THE SOD OR SEED IS GROWING IN A HEALTHY
License No.Date
MANNER.
2.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELDQuality
Control:
Quality Control:
RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT.
TDGTRG
Project Lead:Drawn By:
3.THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE
NMM03-19-15
MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR
TO
Checked By:
Review Date:
PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.
BENCHMARKS
Sheet Index:
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS
4.
AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
C0-1COVER SHEET
NORTHWESTERLY FROM THE NORTHWEST
C1-1EXISTING CONDITIONS PLAN
5.THE DUTY OF THE ENGINEER OF THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORSCORNER OF
GARAGE ON SITE.
C1-2DEMOLITION PLAN
SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE.
C2-1SITE PLAN
ELEVATION = 806.29 (NAVD 88)
C3-1GRADING & DRAINAGE PLAN
6.BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL A TEMPORARY ROCK ENTRANCE PAD AT ALL POINTS OF VEHICLE EXIT FROM THE PROJECT SITE. SAID ROCK ENTRANCE PAD SHALL BE MAINTAINED
C3-2STORM WATER POLLUTION
BY THE CONTRACTOR FOR THE DURATION OF THE PROJECT. SEE DETAILS SHOWN ON SHEET C3-2 FOR THE PROJECT PLANS
PREVENTION PLAN - SWPPP
C4-1UTILITY PLAN
EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY
7.
C8-1DETAIL SHEET
REQUIREMENTS AND THE DETAILS SHOWN ON SHEET C8-1 OF THE PROJECT PLANS.
8.ALL ENTRANCES AND CONNECTIONS TO CITY STREET SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED
BY THE
CITY.
9.ADJACENT STREETS AND ALLEYS MUST BE SWEPT TO KEEP THEM FREE OF SEDIMENT. CONTRACTOR MUST MONITOR CONDITIONS AND SWEEP AS NEEDED OR WITHIN 24 HOURS OF NOTICE BY THE CITY.
Sheet Title:
STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.
10.
11.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO
PAVED
WARNING:
AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES.
12.DUST MUST BE ADEQUATELY CONTROLLED.
THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR
RELOCATION OF LINES.
Project No.:
13.SEE UTILITY PLAN FOR STORM SEWER INFORMATION.
Project No.:
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN
EXISTING TOPOGRAPHY PROVIDED BY LOUCKS ASSOCIATES PARTIAL TOPOGRAPHIC SURVEY DATED 04/24/14.
14.ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE
Sheet No.:
THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
15.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES AT GUTTER LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
16.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.C3-1