Miske8_13246+00247+00248+00249+00927.51LP0+001+00928.96
HP
927.70
LP
927.32
LP
927.32
LP
0+00 1+00
2+00
3+00
4+00
5+00
6+00 7+00 8+00 9+00 10+00
11+00EX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WWBPWBPWBPWBPWBPWBPWBPWBPWBPBTM:922 (20,800 SF)0+001+00END STREET
CONSTRUCTION
STA: 8+58±
0+00 1+00
2+00
3+00
4+00
5+00
6+00 7+00 8+00 9+00 10+00
11+00PC: 0+77.16PRC: 2+72.67PT: 5+55.46PC: 10+30.35A
B
A
B
E
E
E
60' ROW34' B-BK
K
K
K
K
D
D
D
D
I
J
IVANHOE STREETPARKWAYF
F
I
J
TWINLAKES188TH.AVE.NW.B
A
A
A
A
B
B
B
I
G
123456
7
9
1
234
5
6
7
8
9
10
1
2
3
4
BLOCK 2
BLOCK 4
8
#472
#473
#474
#475
#489
#490
#491
#257#258#259#260#261#262
#263
#264
#265
#266
#267 #268 #269
#270
#263A
900
910
920
930
940
950
960
970
900
910
920
930
940
950
960
970
0+00935.5935.500+50934.5934.501+00933.5933.501+50932.5932.502+00931.5931.502+50930.5930.503+00929.5929.503+50928.5928.504+00927.8927.814+50927.7927.755+00928.0928.005+50928.2928.256+00928.5928.506+50928.7928.757+00929.0928.967+50928.8928.758+00928.5928.508+50928.3928.25-2.00%
0.50%-0.50%PVI STA = 0+00.00PVI ELEV = 935.50PVI STA:7+00.17
PVI ELEV:929.00
K:30.00
LVC:30.00
BVCS: 6+85.17BVCE: 928.92EVCS: 7+15.17EVCE: 928.92HP STA:7+00.17
HP ELEV:928.96
PVI STA:4+00.17
PVI ELEV:927.50
K:40.00
LVC:99.97
BVCS: 3+50.18BVCE: 928.50EVCS: 4+50.15EVCE: 927.75LP STA:4+30.15
LP ELEV:927.70
+50 C C IVANHOE STREET & TWIN LAKES PARKWAYL L+58± TIE INTO EXISTING STREETSCALE IN FEET
0 10050
NORTH
Dec 18, 2023 - 11:11am - User:tkeeley L:\PROJECTS\20460.06\CAD\Record Plan\Miske Meadows 8th Addition Record Plans\20460.80 - C8-RP-STREET.dwg
C8.04
STREET PLAN &
PROFILE -
IVANHOE ST.
0+00-9+00
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR
AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION
CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES,
WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE
LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THE PLANS.
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Initial Issue:
Phase:
Client
LGI HOMES-
Minnesota, LLC
2850 CUTTERS GROVE AVENUE
SUITE 207
ANOKA, MN 55303
MISKE
MEADOWS
EIGHTH
ADDITION
ELK RIVER, MN
JEB TPK/CE/JLB
ETL
CONSTRUCTION
06/30/2022
20460.80
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
Registration No.Date:06/30/202250475
Eric T. Luth
06/30/2022 CONSTRUCTION DOCUMENTS
6/08/2023 RECORD PLANS
SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=10'
PROPOSED
GRADE
IVANHOE STREET
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
LEGEND
CONCRETE SIDEWALK
STREET LIGHT (TO BE
INSTALLED BY CITY)
D
S
FUTURE
STREET CONSTRUCTION NOTES
1.STATIONING REFERS TO STREET CENTERLINE.
2.ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
3.SEE GRADING PLAN FOR PROPOSED SPOT ELEVATIONS IN PRIVATE DRIVEWAYS.
4.TACK FACE OF EXISTING CURB PRIOR TO PAVING.
5.RELOCATE SIGNS AND UTILITIES AS REQUIRED.
6.ALL EXCESS MATERIAL FROM THE CONSTRUCTION SHALL BE REMOVED FROM THE SITE BY THE
CONTRACTOR.
7.STANDING WATER SHALL NOT BE ALLOWED WITHIN THE STREET SUBGRADE. CONTRACTOR
SHALL PROVIDE TEMPORARY DRAINAGE OR PUMP OUT WATER FOUND IN THE SUBGRADE
WITHIN 24 HOURS OF A RAIN EVENT.
8.ALL CASTINGS (MANHOLES AND VALVE BOXES) MUST BE ADJUSTED TO 1/2" BELOW THE
FINISHED ASPHALT BASE COURSE ELEVATION BEFORE PAVING OF THE ASPHALT BASE. NO
CUTS WILL BE ALLOWED IN THE NEW PAVEMENT TO ADJUST THE CASTINGS TO GRADE.
ADJUSTMENTS TO MEET THE FINAL WEAR COURSE ELEVATION WILL BE ACCOMPLISHED USING
GLUE IN STEEL ADJUSTMENT RINGS. THE CITY WILL IMPOSE A $1,000 FINE TO THE DEVELOPER
FOR EVERY PATCH LOCATION NEEDED IN THE BASE COURSE PAVEMENT. CONTRACTOR WILL
BE RESPONSIBLE TO PAY FINE. FINE WILL BE DEDUCTED FROM PAYMENT ON THE PAY
REQUEST.
9.ALL MAILBOXES SHALL BE CLUSTERED.
BITUMINOUS TRAIL
A.BEGIN SURMOUNTABLE CURB AND GUTTER
B.END SURMOUNTABLE CURB AND GUTTER
C.PEDESTRIAN CURB RAMP (PER DETAIL SHEET C9.04)
D.B618 CURB (PER DETAIL 2000 SHEET C9.04)
E.SEE DETAIL 2005 SHEET C9.04
F.MOUNT STREET SIGN BLADES ATOP STOP SIGN PER CITY
REQUIREMENTS (SEE SECTION 2000, 25-31, OF CITY DETAILS)
G.4 - 4" BURIED CONDUIT, 60 LF TRENCH UNLESS NOTED OTHERWISE
H.INSTALL TEMPORARY BARRICADES AT THE END CONSTRUCTION LIMITS
I.CONNECT TO EXISTING CURB AND GUTTER
J.CONNECT TO EXISTING CONCRETE SIDEWALK
K.PROPOSED CONCRETE SIDEWALK (6.0')
L.SAWCUT AND CONNECT TO EXISTING STREET
M.TEMPORARY CUL-DE-SAC
KEY NOTES
PHASE LINE
SAMBATEK, INC.
12/18/2023
C.W.HOULE, INC.
C.W.HOULE, INC.
COMPLETED BY:
DATE OF COMPLETION:
STREET/UTILITY CONTRACTOR:
GRADING CONTRACTOR:
RECORD PLAN NOTES
THESE RECORD PLANS HAVE BEEN PREPARED, IN PART, BASED ON INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS
OF THE INFORMATION PROVIDED AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THESE RECORD PLANS AS A RESULT.