C8.3 CIVIL DETAILSNORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
4201 cedar avenue so. - minneapolis, MN 55407
tel. (612) 904-1332 - fax (612) 904-7366
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PROJECT NUMBER 21602.0A
REVISION DATE DESCRIPTION BY
1891 Arboretum Boulevard
Chanhassen, MN 55317
Xcel Energy
Service Center
Chanhassen
Title: Zachary B. Moen - PE
Registration Number: 58688
Date: XX/XX/XXXX
By:
Title: Professional Engineer
I hereby certify that this drawing 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.
LOUCKS PROJECT NO. 21602
10/25/2022 WATERSHED SUBMITTAL
11/16/2022 TEP SUBMITTAL
11/16/2022 SCHEMATIC DESIGN PACKAGE
12/05/2022 SD PACKAGE ADDENDUM
01/12/2023 CITY SUBMISSION
C8.3
CIVIL DETAILS
12" COMPACTED AGGREGATE
BASE CL. 5 MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
GRAVEL PAVEMENT SECTION
DRAWN 6/2020
LOUCKS PLATE NO.
LOUCKS
TYPICAL ADA PARKING
STALL STRIPING
DRAWN 03/2017
LOUCKS PLATE NO.
2037LOUCKS
LCC
4" WIDE PAINTED
LINES, TRAFFIC
WHITE
4" WIDE PAINTED LINES,
18" O.C., @ 45 DEG. TRAFFIC WHITE
(AISLE TO CONTAIN THE DESIGNATION
"NO PARKING" COMPLYING WITH
MSBC 1341.0502 IF ACCESS AISLE
SIGNS ARE NOT SHOWN
REFER TO SITE PLAN FOR ADA
PARKING SIGN LOCATION
REFER TO SITE PLAN FOR
ACCESS AISLE SIGN LOCATION
(AISLE TO CONTAIN THE DESIGNATION
"NO PARKING" COMPLYING WITH
MSBC 134.0502 IF ACCESS AISLE
SIGNS ARE NOT SHOWN)
REFER TO SITE PLAN
FOR STALL DIMENSIONS
40"PROVIDE PAINTED
INTERNATIONAL SYMBOL OF
ACCESSIBILITY AT EACH
DESIGNATED HANDICAP
PARKING STALL. CENTER
SYMBOL IN STALL.
HC SIGNAGE PER MINNESOTA
RULES 1341.0502
ALL LINES 4" WIDE
8" DIAMETER
NOT TO SCALE
67.5°
5°
36"
SLOPE GUTTER TO MATCH
PARKING LOT DRAINAGE
(3/4" PER FT. TYP.)
TIP GUTTER OUT AS REQ'D
PAVEMENT SECTION VARIES
MIN. OF 4"
3/8 " LIP
MINIMUM 1' BEHIND
BACK OF CURBAGG. BASE UNDER
CURB (IF TOTAL
THICKNESS OF
SECTION ALLOWS)
7"
12"8"
AGG. BASE
VARIES
1/2" RAD.
20"
DRAWN 1/2014
LOUCKS PLATE NO.
2012FLAT CURB AND
GUTTER (12")
SPECIFICATION NOTES:
1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
MEMBRANE CURING COMPOUND PER MNDOT 3754.
2.EXPANSION JOINTS AT MAX. SPACING OF 200'.
3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
LOUCKS
CONCRETE SIDEWALK
SECTION
4" CONCRETE WALK
MN/DOT 2521
4" GRANULAR MATERIAL
MN/DOT 3149
DRAWN 12/2016
LOUCKS PLATE NO.
2034
BOLLARD
1/2" CROWN
1" CROWN
3'-6"3'-0"6"24" DIA.
2,500 PSI
CONCRETE
6" DIP, CONC.
FILLED, PAINT
COLOR TO BE
SELECTED BY
OWNER
DRAWN 12/2016
LOUCKS PLATE NO.
2039LOUCKS
EV CHARGING SIGN
3#/FT.
3#/FT.
TRAFFIC SIGN SPECIFICATIONS
OWNER PROVIDED.
CHANNEL POST SPECIFICATIONS
STEEL CHANNEL POSTS SHALL WEIGH 3LB. /FT.
POSTS SHALL BE OF THE 4-RIB DESIGN,
GALVANIZED AND PUNCHED ON 1" CENTERS.3'-0"5'-0"IF INSTALLED IN PAVEMENT, INSTALL
V-LOC ANCHOR OR APPROVED EQUAL.
DRAWN 5/2021
LOUCKS PLATE NO.
LOUCKS
SIGN TO BE
PROVIDED BY
OWNER
VAN
ACCESSIBLE
60" - 66"48"18" DIA.36"TYPICAL ADA PARKING
SIGN / BOLLARD COMBO
12"x18" STANDARD HANDICAP PARKING
SIGN WITH SEPARATE 'VAN ACCESSIBLE'
PANEL. SYMBOL OF ACCESSIBILITY SHALL
BE 4"x4" AND BE WHITE ON A BLUE
BACKGROUND. USE HARDWARE PER
SIGN SUPPLIER'S RECOMMENDATIONS.
HC SIGNAGE PER MINNESOTA
RULES 1341.0502
12"x6" STANDARD 'VAN
ACCESSIBLE' PANEL.
2" DIA. 6' LONG MIN.
GALVANIZED SCHEDULE 40
STEEL PIPE. EMBED IN CONCRETE
FILLED BOLLARD
6" DIA. SCHEDULE 40
GALVENZIED STEEL PIPE
6' LONG MINIMUM
HEAVY DUTY HDPE DOME TOP
DECORATIVE SLEEVE (SEE ARCHITECTURAL
FOR COLOR). AVAILABLE FROM
BOLLARDSNSLEEVES.COM OR EQUAL.
COMPACTED OR
UNDISTURBED SUBGRADE.
NOTES:
1.BOLLARDS TO BE PLACED 12" BEHIND
BACK OF CURB OR SIDEWALK (REFER
TO SITE PLAN.)
2.MAINTAIN PLUMB UNTIL CONCRETE IS
SUFFICIENTLY CURED.
3.HOLD CONCRETE FOOTING BELOW
GRADE OF FINISHED CONCRETE TO
CREATE FINAL PAVING PATTERN AS
SHOWN ON PLANS.
4.SIGN CENTERED AT HEAD OF PARKING
SPACE - MAXIMUM OF 96" FROM HEAD
OF PARKING SPACE.
DRAWN 03/2017
LOUCKS PLATE NO.
2038ALOUCKS6"18"6"VIOLATORS ARE SUBJECT
TO A FINE OF UP TO
$ 200.00
PARKINGRESERVED
GRADE AT PARKING SURFACE
2.5" BIT. WEAR COURSE,
MN/DOT 2360 SPWEA240E
TACK COAT, MN/DOT 2357
2.5" BIT. NON-WEAR COURSE,
MN/DOT 2360 SPNWB230E
10" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
HEAVY DUTY BITUMINOUS
PAVEMENT SECTION
DRAWN 12/2016
LOUCKS PLATE NO.
2032LOUCKS
PAVEMENT SECTION BASED ON
GEOTECHNICAL REPORT B2207371 BY BRAUN
INTERTEC, DATED NOVEMBER 4, 2022
2" BIT. WEAR COURSE,
MN/DOT 2360 SPWEA240B
TACK COAT, MN/DOT 2357
2" BIT. NON-WEAR COURSE,
MN/DOT 2360 SPNWB230B
8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
LIGHT DUTY BITUMINOUS
PAVEMENT SECTION
DRAWN 12/2016
LOUCKS PLATE NO.
2031LOUCKS
PAVEMENT SECTION BASED ON
GEOTECHNICAL REPORT B2207371 BY BRAUN
INTERTEC, DATED NOVEMBER 4, 2022
6" COMPACTED AGGREGATE BASE CL. 5 OR 2
MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
6" CONCRETE MN/DOT 2301
CONCRETE PAVEMENT
SECTION
DRAWN 12/2016
LOUCKS PLATE NO.
2033LOUCKS
NOTES:
1. CONCRETE SHALL BE REINFORCED WITH ONE OF THE FOLLOWING:
1.1. 6X6 W2.9 X W2.9 EPOXY COATED WELDED WIRE FABRIC AT
MIDPOINT OF SLAB
1.2. 3# PCY SYNTHETIC MACRO FIBERS
1.3. OR APPROVED EQUAL
2. CONTRACTION JOINTS SHALL BE SAWED TO A DEPTH OF 1/4 TO 1/3 OF SLAB
THICKNESS
3.PROVIDE EXPANSION JOINTS IN ACCORDANCE WITH MNDOT 3702 AND 2301.
4.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR
REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR
COLD JOINTS.
PAVEMENT SECTION BASED ON
GEOTECHNICAL REPORT B2207371 BY BRAUN
INTERTEC, DATED NOVEMBER 4, 2022
30"30"
3"3 1/2"8"60" CONCRETE VALLEY
GUTTER
6" MIN. AGGREGATE BASE
No. 4 REBAR @ 12" O.C. (TYP)
DRAWN 2/2016
LOUCKS PLATE NO.
2018LOUCKS
SLOPE VARIES
SEE GRADING PLAN
EV CHARGING STATION
BASE 48"3"DRAWN 9/2022
LOUCKS PLATE NO.
CUSTOMLOUCKS
EV CHARGING
STATION FURNISHED
BY OWNER
INSTALLED BY
CONTRACTOR
ANCHOR BOLTS SHALL
BE EMBEDDED INTO
CONCRETE BASE PER
CHARGING STATION
MANUFACTURER'S
REQUIREMENTS
ELECTRICAL CONDUIT
SEE ELECTRICAL
20" DIA.
3,500 PSI CONCRETE
20"
*VERIFY EXACT SIZE, REINFORCEMENT, AND
EMBEDMENT REQUIREMENTS OF CONCRETE BASE
WITH EV CHARGING STATION MANUFACTURER
1% TYP
SEE GRADING PLAN
1'-0"
1"
#4 @ 12" O.C.
#4 @ 18" O.C.
#3 NOSING TYP.
1'-0"SEE GRADING PLAN1'-0"
METAL TUBE RAILING
TWO PER SET OF STAIRS
EXPANSION JOINT3'-0"CONCRETE STAIRS
AND RAILINGS
DRAWN 9/2018
LOUCKS PLATE NO.
CUSTOMLOUCKS
COMPACTED OR UNDISTURBED
SUBGRADE
6" MIN. CLASS 5
AGGREGATE
GENERAL NOTES:
·NUMBER OF STAIRS VARIES. SEE SITE & GRADING PLANS FOR ALL ELEVATIONS AND
EXACT NUMBER OF STAIRS.
·ALL REBAR TO BE COVERED BY 2" CONCRETE MIN.
·CONCRETE SURFACING TO BE MEDIUM BROOM FINISH PERPENDICULAR TO
PEDESTRIAN CIRCULATION.
·CORE DRILL CONCRETE SURFACE TO RECEIVE RAILINGS, EPOXY GROUT, AND
CONCEAL WITH DECORATIVE PLATES.
·HANDRAIL TO BE 1-1/2" O.D. BRUSHED ALUMINUM.
DRAWN 12/2022
LOUCKS PLATE NO.
CUSTOMWETLAND OUTLET
SKIMMER STRUCTURE
SPECIFICATION NOTES:
1.CONTRACTOR TO DETERMINE CAST IN PLACE OR PRECAST.
2.REINFORCEMENT TO BE DETERMINED BY A STRUCTURAL
ENGINEER OR THE MANUFACTURER.
3.ACCESS MANHOLE TO BE PROVIDED BY MANUFACTURER.
LOUCKS
951.50
945.20
947.20
952.25 ±EX
4'4'4'
954.67
2.5'
8"
8"
42 IN
RCP PIPE
42 IN
RCP PIPE
WETLAND
10.25'
8"
14.67'
SKIMMER ORIFICE
2'H x 6'W
TOP: 947.20
BOT: 945.20
ORIFICE WALL PLAN
6'
10.25'
2'
9.47'
9.47'
10'