Plans Complete 01-31-2014 Original SubmittalCONSULTANT CONTACT LIST:
DEVELOPER /OWNER
BUSINESS IMPACT GROUP
2411 GALPIN COURT
CHANHASSEN, MN 55317
TEL 952 - 278 -7822
CONTACT:
ARCHITECT
BRIAN W. HOUWMAN ARCHITECTS, LLC
31572 SNOWBALL RD
PENGILLY, MN 55775
TEL 651- 631 -0200
CONTACT: BRIAN HOUWMAN
GEOTECHNICAL
COMPANY
ADDRESS
ADDRESS
TEL
FAX
CONTACT:
Jan 31, 2014 - 11:05am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -01 TITLE.dwg
S ite Development Plans
Business
CIVIL ENGINEER
MFRA INC.
14800 28TH AVENUE, SUITE 140
PLYMOUTH, MN 55447
TEL 763 - 476 -6010
FAX 763 - 476 -8532
CONTACT: JERRY BACKMAN
SURVEYOR
IVI F KA 1 IV U.
14800 28TH AVENUE, SUITE 140
PLYMOUTH, MN 55447
TEL 763 - 476 -6010
FAX 763 - 476 -8532
CONTACT: MARCUS HAMPTON
LANDSCAPING
MFRA INC.
14800 28TH AVENUE, SUITE 140
PLYMOUTH, MN 55447
TEL 763 - 476 -6010
FAX 763 - 476 -8532
CONTACT: JIM KALKES
for
mpact
Group
Chanhassen., Minnesota
VICINITY MAP
NO SCALE
SHEET INDEX
SHEET
DESCRIPTION
C1.01
TITLE SHEET
C2.01
EXISTING CONDITIONS PLAN
C3.01
SITE PLAN
C4.01
GRADING PLAN
C5.01
EROSION CONTROL PLAN - PHASE 1
C5.02
EROSION CONTROL PLAN - PHASE 2
C5.03
EROSION CONTROL NOTES & DETAILS
C6.01
UTILITY PLAN
C9.01
DETAILS
C9.02
DETAILS
1-1.01
SITE LANDCAPE PLAN
1-1.02
SITE LANDCAPE DETAILS
L2.01
IRRIGATION DESIGN BUILD REQUIREMENTS
\`ate
f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Summary
Designed: JB Drawn: DJD
Approved: ji Book / Page: xx /xx
Phase: SUBMITTAL Initial Issue: 01/31/2014
Revision History
No. Date By Submittal / Revision
Sheet Title
TITLE SHEET
Sheet No. Revision
C1.01
Project No. HOU19929
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\ �� • �� �= Those parts of Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota,
9---
C ` \ ~' \ ♦� : • \ } according to the recorded plat thereof which lies southerly of the following described line: commencing
_ 1
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9(S) o ° \ ' -' I I N 0 assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of
J, °� �\ `` N the line to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet
�19 \ to the westerly line of said lot 2 and said line there terminating.
n O f �e \ 1. f '\ , i DRAINAGE AND UTILITY EASEMENT
°a a \ 9s �� -� + �� %' 100 A 10 foot wide drainage and utility easement over, under, and across Lots 1 and 2, Block 1, Chanhassen
\��� ,�' f PER ptA ��' tt West Business Park, Carver County, Minnesota, according to the recorded plat thereof, the centerline of
�' \ �� \ ,i W�' ~° \\ •4 0� N EASEMgNESS PARK 9n�� said easement being described as: commencing at the southeast corner of said Lot 1; thence North 10
To \�� \ ` - °° % �9so ` 1 \ DRAiNAO NNASSEN SST EO f degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly
SAN �4a s �� cB \ \sue �� CHA E\ line of said Lot 1 to the point of beginning of the centerline to be described; thence South 89 degrees 55
RIM= 62 - �` REMOVE EXISTING \ % ss� I i ` f \ l minutes 19 seconds West a distance of 521.05 feet to the westerly line of said Lot 2 and said centerline
STORM STRUCTURE / �� '� there terminating.
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I.E.= 952.22(SE) �� ` F0 ST I.E.= 945.61(E)(W)
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Jan 31, 2014 - 11:05am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -02 EXIST.dwg
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I.E. =947. (E)
I.E.= 947.37(S)
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I. . 2.40(NW) o
I.E. =95 .50( ST CB
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I.E. = 953.74(5)
I.E.= 953.04(W)
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60
iiiii
FEET
\\\\\ \0000f f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631 476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Sheet Title
EXISTING
CONDITIONS
PLAN
Sheet No. Revision
C2.01
Project No. HOU19929
Jan 31, 2014 - 11:06am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -03 SITE.dwg
100
--",A
100
LEGEND
PROPERTY LIMIT
CURB & GUTTER
EASEMENT
BUILDING
RETAINING WALL
WETLAND LIMITS
TREELINE
PROPOSED EXISTING
STANDARD DUTY
— — — — — ASPHALT PAVING
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VL HEAVY DUTY
ASPHALT PAVING
SAWCUT LINE
SIGN
PIPE BOLLARD
Q
NUMBER OF PARKING
STALLS PER ROW
O
KEY NOTE
O
DEVELOPMENT SUMMARY
AREA
GROSS SITE AREA
IMPERVIOUS AREA = 76%
GREEN SPACE = 24%
ZONING
EXISTING ZONING
PROPOSED ZONING
PARKING REQUIREMENTS
OFFICE 5/1000 SF = 30 STALLS
WHSE. 1/1000 1ST 10,000 SF
1/2000 AFTER 1ST 10,000 SF
= 22 STALLS
DEVELOPMENT NOTES
of
4 e
CONCRETE PAVING
'a e
a.
90,082 SF 2.07 AC
68,320 SF 1.57 AC
21,762 SF 0.50 AC
PUD
PUD
52 STALLS REQUIRED
53 STALLS PROVIDED
A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
B. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED.
C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
D. ALL PARKING STALLS TO BE TIN WIDTH AND MIN LENGTH UNLESS OTHERWISE INDICATED.
E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE
LOCATIONS.
F. SEE ARCHITECTURAL PLANS FOR MONUMENT SIGN DETAILS
G. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT
POLE.
H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.
I. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE
OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE
MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48).
THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES
PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN
GRADIENT.
J. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY
EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL
PONDS.
KEY NOTES
A. BUILDING, STOOPS, STAIRS - SEE ARCHITECTURAL PLANS.
B. B -612 CONCRETE CURB AND GUTTER.
C. MATCH EXISTING B -618 CONCRETE CURB AND GUTTER.
D. TRANSFORMER PAD
E. CONCRETE SIDEWALK - SEE ARCHITECTURAL PLANS.
F. 2' CURB CUT.
G. RETAINING WALL - SEE ARCHITECTURAL PLANS.
H. ACCESSIBLE RAMP.
I. ACCESSIBLE PARKING SIGN.
J. STOP SIGN
K. PIPE BOLLARD
NORTH
0 30 60
SCALE IN FEET
\O\\\EW"',, f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Sheet Title
SITE PLAN
Sheet No. Revision
C3.01
Project No. HOU19929
A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE
GUTTER GRADE.
B. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT" WHERE WATER DRAINS AWAY FROM
CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS "GUTTER IN" CURB.
C. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20),
EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08 %(1:48). THE MAXIMUM SLOPE IN ANY
DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND
VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE
FIELD VERSUS THE DESIGN GRADIENT.
D. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY
QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 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 AT
1- 800 - 252 - 1166). THE CONTRACTOR AND /OR SUBCONTRACTOR AGREES 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).
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES
DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY
DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
F. SAFETY NOTICE TO CONTRACTORS: 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 AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT
CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE
ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.
G. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF
THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS
ENGINEER.
A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:
COMPANY
ADDRESS:
PHONE: _
DATED:
TO BE DETERMINED
rra�K.�►rrv_��r.�:�y:r_�rs.� ira�u _�K.»•c.»r:��Y.�i�y:�al.�:irl
H. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION.
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . 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 ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
Jan 31, 2014 - 11:06am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -04 GRADE.dwg
I. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA
SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE
TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY
THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE
UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE SOILS ENGINEER.
J. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT
PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO
THE OWNER.
K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC
CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROLTHE
MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA
DEPARTMENT OF TRANSPORTATION STANDARDS.
L. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND /OR ADJACENT TO THE PROJECT ARE OF PRIME
CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED
TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME
CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO
PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE
TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S
OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND
CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED
WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO
THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE.
N. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON
THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS
TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE
CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREAD
TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES.
O. TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, THE CONTRACTOR MAY COMPLETE "TRENCH BORROW"
EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TRENCH BORROW
EXCAVATION SHALL BE COMPLETED IN GREEN SPACE AREAS. TRENCH BORROW CONSTRUCTION SHALL BE COMPLETED
ONLY WITHIN THE PLAT BOUNDARIES. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION,
UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF
THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO
1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH
BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED
IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN /DOT SPECIFICATION
2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA
WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1).
P. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF
GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED
TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH
POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT
CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR
ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S
OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE
NEW WORK.
Q. TOLERANCES
1. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT
ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
2. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT
ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
3. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05
FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.
4. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED
ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
5. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
R. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL
TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE
MATERIAL TO THE SITE.
S. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE
SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP ".
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE
CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH
GOVERNING AUTHORITY OF EACH ROADWAY.
T. FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD /FHA PROCEDURES AND DATA
SHEET 79G.
U. 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 ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW,
DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER.
V. RETAINING WALLS) SHALL BE CONSTRUCTED OF BOULDER WALL MATERIAL. THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS. THE
CERTIFIED ENGINEER FOR THE RETAINING WALLS) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING
WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED IN
CONFORMANCE WITH THE PLANS AND SPECIFICATIONS.
LEGEND
PROPERTY LIMIT
CURB & GUTTER
STORM SEWER
DRAINTILE
BUILDING
RETAINING WALL
WETLAND LIMITS
TREELINE
SPOT ELEVATION
CONTOUR
RIP RAP
OVERFLOW ELEV.
SOIL BORINGS
PROPOSED EXISTING
962.5
X
`b00'
<EOF
902.5
0-- PD
....... .....0.......0....:x...... \....
962.5
X
STS
1042.56
NORTH
0 30 60
SCALE IN FEET
f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Summary
Designed: JB Drawn: DJD
Approved: JJ Book / Page: xx /xx
Phase: SUBMITTAL Initial Issue: 01/31/2014
Revision History
No. Date By Submittal / Revision
Sheet Title
GRADING PLAN
Sheet No. Revision
C4.01
Project No. HOU19929
SAN MHO , 1
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f RIM =959
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Jan 31, 2014 - 11:06am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -05 EROS.dwg
_FOB
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D
D � \
SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE
LEGEND
PROPOSED EXISTING
CURB & GUTTER
STORM SEWER D- ►► M � DD
DRAINTILE ►►► 000 - -DDD DDD -
CONTOUR 902 . .:................. ..................
RIP RAP GM
EOF
OVERFLOW ELEV. 902.5
SILT FENCE = = =SF = = =SF=
SILT DIKE = = -SD = ==SD=
LIMITS OF DISTURBANCE
SOIL BORINGS S
DIRECTION OF
OVERLAND FLOW
TEMPORARY DIVERSION
DITCH
CHECK DAM
LIMITS OF DRAINAGE
SUB -BASIN
BIO -ROLL
INLET PROTECTION DEVICE 1
INLET PROTECTION DEVICE 2
TEMPORARY STONE
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
C:
TEMPORARY STORAGE AND PARKING AREA
TEMPORARY STABILIZATION MEASURES
(SEED, MULCH, MATS OR BLANKETS AS SM
OUTLINED IN THE SWPPP)
SEQUENCE OF CONSTRUCTION
PHASE I:
1. INSTALL STABILIZED CONSTRUCTION ENTRANCES.
2. PREPARE TEMPORARY PARKING AND STORAGE AREA.
3. CONSTRUCT THE SILT FENCES ON THE SITE.
4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS.
5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM
INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER
PRE - CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS
BEFORE PROCEEDING WITH CONSTRUCTION.
6. CLEAR AND GRUB THE SITE.
7. BEGIN GRADING THE SITE.
8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
NOTE TO CONTRACTOR
THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL
THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,
INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,
SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE
NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL
REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE
RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.
CONSTRUCTION SEQUENCE
TEMPORARY CONTROL MEASURES
STRIP & STOCKPILE TOPSOIL
ROUGH GRADE/ SEDIMENT CONTROL
TEMPORARY CONSTRUCTION ROADS
FOUNDATION / BUILDING CONSTRUCTION
SITE CONSTRUCTION
PERMANENT CONTROL STRUCTURES
FINISH GRADING
LANDSCAPING / SEED / FINAL STABILIZATION
STORM FACILITIES
NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE
NORTH
0 30 60
SCALE IN FEET
0 0"
0'
0' \ \ \ \ \.
rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631 476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Sheet Title
EROSION
CONTROL PLAN
- PHASE 1
Sheet No. Revision
C5.01
Project No. HOU19929
SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE
LEGEND
PROPOSED EXISTING
CURB & GUTTER
STORM SEWER D— ►► M 0--_ DD
DRAINTILE — ►►► ►►► - -DDD DDD CONTOUR 902 ................. ................. 90 ................. ..................
RIP RAP GM
OVERFLOW ELEV. EOF
902.5
SILT FENCE == SF == SF=
SILT DIKE = = —SD = ==SD-
LIMITS OF DISTURBANCE
SOIL BORINGS
DIRECTION OF
OVERLAND FLOW
TEMPORARY DIVERSION
DITCH
CHECK DAM
LIMITS OF DRAINAGE
SUB -BASIN
BIO -ROLL
INLET PROTECTION DEVICE 1
INLET PROTECTION DEVICE 2
TEMPORARY STONE
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
C:
TEMPORARY STORAGE AND PARKING AREA
TEMPORARY STABILIZATION MEASURES
(SEED, MULCH, MATS OR BLANKETS AS
OUTLINED IN THE SWPPP)
......` .. \..... . <;
.�.....L.0
SM
SEQUENCE OF CONSTRUCTION
PHASE II:
1. TEMPORARILY SEED DENUDED AREAS.
2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
3. INSTALL RIP RAP AROUND OUTLET STRUCTURES.
4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES.
5. PREPARE SITE FOR PAVING.
6. PAVE SITE.
7. INSTALL INLET PROTECTION DEVICES.
8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.
9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS
STABILIZED), IF REQUIRED BY THE CONTRACT
NOTE TO CONTRACTOR
THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL
THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,
INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,
SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE
NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL
REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE
RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.
CONSTRUCTION SEQUENCE
TEMPORARY CONTROL MEASURES
STRIP & STOCKPILE TOPSOIL
ROUGH GRADE/ SEDIMENT CONTROL
TEMPORARY CONSTRUCTION ROADS
FOUNDATION / BUILDING CONSTRUCTION
SITE CONSTRUCTION
PERMANENT CONTROL STRUCTURES
FINISH GRADING
LANDSCAPING / SEED / FINAL STABILIZATION
STORM FACILITIES
NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE
Jan 31, 2014 - 11:06am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -05 EROS.dwg
NORTH
0 30 60
SCALE IN FEET
f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Summary
Designed: JB Drawn: DJD
Approved: ji Book / Page: xx /xx
Phase: SUBMITTAL Initial Issue: 01/31/2014
Revision History
No. Date By Submittal / Revision
Sheet Title
EROSION
CONTROL PLAN
- PHASE 2
Sheet No. Revision
C5.02
Project No. HOU19929
EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP"
-SITE LOCATION MAP
NOT TO SCALE
G
O o�
O 0 ° 0 C
° 2 CC ) a O o O ?o0 -41 O
CONSTRUCT 2' HIGH BERM WITH
MAXIMUM SIDE SLOPE OF 4:1
z 7 u ooC)o �- N ! or
000 t C} °
C� .00 0
NOTE: THE ROCK ENTRANCES SHALL BE INSTALLED OO
PRIOR TO THE START OF ANY SITE WORK THE ROCK
ENTRANCES SHALL BE INSPECTED FOLLOWING EACH
RAINFALL. MAINTENANCE OF THE ROCK ENTRANCES
SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL, OR
REMOVAL AND REPLACEMENT OF THE GRAVEL AS
NEEDED, TO KEEP THE ENTRANCE FREE FROM
COLLECTED MUD.
ROCK ENTRANCE DRIVE
NOT TO SCALE
DEVELOPER /OWNER:
XXXXXXX
XXXXXXX
XXXXXXXX
XXX- XXX -XXXX
SITE OPERATOR / GENERAL CONTRACTOR
SUPERINTENDENT:
Jan 31, 2014 - 11:06am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -05 EROS.dwg
2" X 2" WOOD OR
STEEL T -POSTS
- USGS MAP
NOT TO SCALE
DIRECTION OF
DRAINAGE
� 1
z_
S �
R
WOVEN MONOFILAMENT
GEOTEXTILE MATERIAL
BACKFILL 6" X 6"
TRENCH
A►1�7F�r�1:�:1���YiII�
-SILT FENCE DETAIL
NOT TO SCALE
SIGN TO INDICATE THE
LOCATION OF THE CONCRETE
WASHOUT AREA
BERM AROUND PERIMETER
12" MIN- 1 2' -0" MIN -\
GROUND SURFACE
12" MIN
COMPACTED EMBANKMENT J 8' X 8' MIN OR AS
MATERIAL (TYP.) REQUIRED TO
CONTAIN WASTE 3:1 OR FLATTER
CONCRETE SIDE SLOPES
NOTES:
1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT
ON SITE.
2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC
LINER.
3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS
OFF PAVEMENT.
4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA,
AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE
CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT
AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE
AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE
SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE
CITY.
-CONCRETE WASHOUT AREA
NOT TO SCALE
ISOMETRIC VIEW
SPECIFICATIONS AND STANDARDS
• AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION.
• AWS STRUCTURAL WELDING CODE - STEEL, D1.1 -94.
• 29 CFR 1926 -OSHA SAFETY AND HEALTH STANDARDS
DESIGN LOADS
IN -PLACE ELEVATION VIEW
AVAILABILITY
ALLOWABLE AXLE WEIGHT LOAD 20000 LBS. STOCK
SAFETY FACTOR 2:1
WATER FLOW RATE (THROUGH POLYESTER FILTER) 0.476 CFS @ 3" HEAD
1.074 CFS @ 15" HEAD
MAXIMUM OVERFLOW RATE 1.113 CFS @ 6" HEAD
1.575 CFS @ 12" HEAD
-ROAD DRAIN INLET PROTECTION TOP SLAB MODEL (IP -3)
NOT TO SCALE
MIRAFI FF101
ROAD DRAIN CASTING APPLICABILTY
• NEENAH R -3067
• NEENAH R -3512
-ROAD DRAIN INLET PROTECTION (IP -2)
NOT TO SCALE
- GENERAL EROSION NOTES:
1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL
STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY.
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND /OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE
VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY
QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND
DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE
APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE
OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800 - 252 -1166 OR 651 - 454 -0002
3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON A
TOPOGRAPHIC SURVEY PREPARED BY MFRA DATED 01 -31 -2014. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY
SHALL HAVE MADE, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS.
4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS
PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS
PROJECT.
5. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN -ESC PLAN), THE STANDARD DETAILS,
THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL
CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED
DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION.
7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION &
MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES,
THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE
IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.
8. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT.
9. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL
CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.
10. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE
MAINTAINED ON SITE AT ALL TIMES.
11. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN
ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING
ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE.
12. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING
AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.
13. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND
PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE.
14. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A
COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST
NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF
PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS
TO UTILIZE THE PROPER FACILITIES.
15. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN -UP FUEL OR
CHEMICAL SPILLS AND LEAKS.
16. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
17. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES
MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.
18. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS
OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN
COMPLIANCE WITH MPCA REGULATIONS.
19. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL
DISTURBING ACTIVITIES UPSLOPE.
20. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN
ACCORDANCE WITH MN /DOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING ( SEE MN /DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD
AND APPLICATION RATE SHALL CONFORM TO MN /DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN /DOT SPECIFICATION
SECTION 2575.31`1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN /DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF
TEMPORARY MULCH.
21. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN
ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND /OR LANDSCAPE PLAN FOR VEGETATIVE COVER.
22. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE
USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR
DRAINAGEWAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY.
23. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND
BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.
24. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER
CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES.
25. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.
26. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT
FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION.
27. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF
GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.
--MAINTENANCE NOTES:
ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL
CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST
ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5
INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:
SSEMBLY 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE.
THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.
)X
2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES
1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART
IV.D. OF THE GENERAL PERMIT).
3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE
CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND
RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUSTTAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY
UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED,
REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL,
REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK.
4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE
REMOVED FROM ALL OFF -SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL
PERMIT.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION
PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE
HAS ASSUMED CONTROL ACCORDING TO PART 11.6.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION,
AND A NOT HAS BEEN SUBMITTED TO THE MPCA.
6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE
OFF -SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND /OR POSE A SAFETY HAZARD TO USERS OF PUBLIC
STREETS).
7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE
AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA.
mgikeeng "ng *mIling eiwimm ui
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Sheet No. Revision
C5.03
Project No. HOU19929
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 FORTH E 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 ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
Jan 31, 2014 - 11:06am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -06 UTIL.dwg
STORM SEWER STRUCTURE SCHEDULE
NUMBER*
TYPE
CASTING **
CBMH 01
CATCH BASIN MANHOLE
R -3067 V
CBMH 02
CATCH BASIN
R -3067 V
*INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL
* *PROVIDE 27 INCH ROUND OPENING IN MANHOLE SLAB COVER.
NOTE: THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER
REQUIRED FOR EACH STORM SEWER STRUCTURE.
NORTH
0 30 60
SCALE IN FEET
\`ate
f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Summary
Designed: JB Drawn: DJD
Approved: ji Book / Page: xx /xx
Phase: SUBMITTAL Initial Issue: 01/31/2014
Revision History
No. Date By Submittal / Revision
Sheet Title
UTILITY PLAN
Sheet No. Revision
C6.01
Project No. HOU19929
0 00000000
00000000
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FRONT FACE OF V"
URB • 3' -0 00
C
4'min. -rp 0 00000
I G/V-2 3/4r I o o o o o o a'
A—J "A".3 D o a 000tL
PLAN VIEW OF DIGONAL RAMP wv%ft
DOME SPACING
CURB & GUTTER
—4" 4' 0"
//A-\
z
Z
...........
.. .... 08 FT./F7. OR FLATTER0 ED 0-
1 0
SECTION A—A y M
_J Of
0.08 FT/FTSLOPE OF FLARED SIDE. (IF
EXISTING CONDITIONS DO NOT PERMIT, MAY 5' 4'
r USE 0.10 FT./FT.- 0.08 FT./FT.SLOPE 6' 5'
--------- ----------------
7' 6'
6' 3- in. 6' 3- 8' 7'
9' 8'
ELEVATION OF RAMP
1/2 INCH PREFORMED JOINT FILLER ER MATERIAL, AASHTO M 213.
WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48- LANDING BETWEEN
THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL
O 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF
CURB.
(1) ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0* MIN. IN DIRECTION OF TRAVEL AND SHALL
EXTEND THE FULL WIDTH (4- 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0* WIDTH (TYP.)
TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE
ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT
SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR
(GRAY) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR.
SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED.
TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING
SYSTEMS.
aff tw
W PEDESTRIAN
CWIM I CURB RAMP
REMSED: 2-08 PLATE NO.:
!FILE NAME- G:\ENG\SPECS\5215 ENGINEERING DEPARTMENT 1 5215
Jan 31, 2014 - 11:06arn - User:225 L:\PROJECTS\HOU19929\dwg\Civi[\Final\19929-09 DETAILS.dwg
8612 CONCRETE
CURB & GUTTER (TYPICAL)
0
ff NOM M_
1 1/2"—MNDOT 2350 MVWE35035B
2 1/2"—MNDOT 2350 MVNW350358
12"—Class 5 Aggregate Base, 100% Crushed
Approved grade or MNDOT 3149.2B Select
Granular Borrow
HEAVY-DUTY PAVEMENT
8612 CONCRETE
CURB & GUTTER (TYPICAL)
I I _SLOPF7
— 1 1/2"–MNDOT 2350 MVWE35035B
— 2"–MNDOT 2350 MVNW35035B
8"–Class 5 Aggregate Base, 100% Crushed
Approved grade or MNDOT 3149.28 Select
Granular Borrow
STANDARD-DUTY PAVEMENT
NOTE: ANY SIGN FREE
STANDING IN
ASPHALT PARKING
LOT SHALL BE
MOUNTED AS
SHOWN.
in
rfi
PROVIDE VAN
ACCESSIBLE SIGN AT
RIGHT HAND
DISCHARGE PARKING
SPACES
M
PAVING
PARKING
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
VAN
ACCESSIBLE
it i
ri
STANDARD MNDOT
SIGN NO. R7.8A
4" x 4" STEEL TUBE
(SEE SIGN DETAILS
THIS SHEET)
6"0 SCH. 40 STEEL
PIPE -FILL WITH CONC.
ONE WRAP OF #30
ROOFING FELT
GRANULAR BASE
CONCRETE
1.5'
L__J
02 — ACCESSIBLE PARKING SIGN
N.T.S.
in
cz
O
Ln
POSSIBLE CURB TO HOLD
ADJACENT GROUND
0 Tick
k'
S\, O?V-
- oy�'
C)\,
C3.13�16 CIV
'3��s
75> �
FRONT FACE
OF CURB
OPTIONAL PARALLEL RAMP
(FOR NARROW SIDEWALKS ADJACENT TO CURB)
ISOMETRIC VIEW
A �POSSIBLE CURB TO HOLD
ADJACENTGROUND
FRONT
FACE
OF CURB
0.05 FT/FT SLOPE
PREFERRED
0.08 FT/FT SLOPE MAX
6" 1 Distance to q variable
1/2'r
-1 50%-6OX OF BAW
A7 DIAMETER
1/5'
3"r 1/2"r
Top Bituminous Material
Slope
N (01
er ft
3" COVER
�2
0
N, MnDOT B618
Concrete Curb and Gutter
0
8' 18"
6* 1 Distance to t variable
1/2-r 3-r 1/2-r Top Bituminous Material
Slope ft
MnDOT B612
Concrete Curb and Gutter
NOTE:
8. 12"
For Use Only with Private Driveways,
Parking Lots, or Medians.
28"R
12"R 16" 68"R
Top Bituminous Material
SURMOUNTABLE
1/2
Concrete Curb and Gutter
17 1/2- 1 10 1/2
28'-
8' 1 1/8"r
MINIMUM (TYP.)
"Bituminous
Bituminous Curb
Surface
6" Shoe Formed
W
TYPICAL CURB
ail=
AND GUTTER
REVISED:2 -08 1 ENGINEERING DEPARTMENT
PLATE NO.: 5
I
FILE NAME- G:\ENG\SPECS\5203 I
06—
0 00000000
00000000
(a
-7—
FRONT FACE OF V"
URB • 3' -0 00
C
4'min. -rp 0 00000
I G/V-2 3/4r I o o o o o o a'
A—J "A".3 D o a 000tL
PLAN VIEW OF DIGONAL RAMP wv%ft
DOME SPACING
CURB & GUTTER
—4" 4' 0"
//A-\
z
Z
...........
.. .... 08 FT./F7. OR FLATTER0 ED 0-
1 0
SECTION A—A y M
_J Of
0.08 FT/FTSLOPE OF FLARED SIDE. (IF
EXISTING CONDITIONS DO NOT PERMIT, MAY 5' 4'
r USE 0.10 FT./FT.- 0.08 FT./FT.SLOPE 6' 5'
--------- ----------------
7' 6'
6' 3- in. 6' 3- 8' 7'
9' 8'
ELEVATION OF RAMP
1/2 INCH PREFORMED JOINT FILLER ER MATERIAL, AASHTO M 213.
WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48- LANDING BETWEEN
THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL
O 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF
CURB.
(1) ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0* MIN. IN DIRECTION OF TRAVEL AND SHALL
EXTEND THE FULL WIDTH (4- 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0* WIDTH (TYP.)
TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE
ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT
SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR
(GRAY) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR.
SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED.
TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING
SYSTEMS.
aff tw
W PEDESTRIAN
CWIM I CURB RAMP
REMSED: 2-08 PLATE NO.:
!FILE NAME- G:\ENG\SPECS\5215 ENGINEERING DEPARTMENT 1 5215
Jan 31, 2014 - 11:06arn - User:225 L:\PROJECTS\HOU19929\dwg\Civi[\Final\19929-09 DETAILS.dwg
8612 CONCRETE
CURB & GUTTER (TYPICAL)
0
ff NOM M_
1 1/2"—MNDOT 2350 MVWE35035B
2 1/2"—MNDOT 2350 MVNW350358
12"—Class 5 Aggregate Base, 100% Crushed
Approved grade or MNDOT 3149.2B Select
Granular Borrow
HEAVY-DUTY PAVEMENT
8612 CONCRETE
CURB & GUTTER (TYPICAL)
I I _SLOPF7
— 1 1/2"–MNDOT 2350 MVWE35035B
— 2"–MNDOT 2350 MVNW35035B
8"–Class 5 Aggregate Base, 100% Crushed
Approved grade or MNDOT 3149.28 Select
Granular Borrow
STANDARD-DUTY PAVEMENT
NOTE: ANY SIGN FREE
STANDING IN
ASPHALT PARKING
LOT SHALL BE
MOUNTED AS
SHOWN.
in
rfi
PROVIDE VAN
ACCESSIBLE SIGN AT
RIGHT HAND
DISCHARGE PARKING
SPACES
M
PAVING
PARKING
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
VAN
ACCESSIBLE
it i
ri
STANDARD MNDOT
SIGN NO. R7.8A
4" x 4" STEEL TUBE
(SEE SIGN DETAILS
THIS SHEET)
6"0 SCH. 40 STEEL
PIPE -FILL WITH CONC.
ONE WRAP OF #30
ROOFING FELT
GRANULAR BASE
CONCRETE
1.5'
L__J
02 — ACCESSIBLE PARKING SIGN
N.T.S.
in
cz
O
Ln
POSSIBLE CURB TO HOLD
ADJACENT GROUND
0 Tick
k'
S\, O?V-
- oy�'
C)\,
C3.13�16 CIV
'3��s
75> �
FRONT FACE
OF CURB
OPTIONAL PARALLEL RAMP
(FOR NARROW SIDEWALKS ADJACENT TO CURB)
ISOMETRIC VIEW
A �POSSIBLE CURB TO HOLD
ADJACENTGROUND
FRONT
FACE
OF CURB
0.05 FT/FT SLOPE
PREFERRED
0.08 FT/FT SLOPE MAX
5' min.
FLARE TO MATCH
WIDTH OF WALK
-1 50%-6OX OF BAW
A7 DIAMETER
1/5'
RACK OF CUFS
DOME SECTION
00000000
0 00000000
00000000
(a
-7—
FRONT FACE OF V"
URB • 3' -0 00
C
4'min. -rp 0 00000
I G/V-2 3/4r I o o o o o o a'
A—J "A".3 D o a 000tL
PLAN VIEW OF DIGONAL RAMP wv%ft
DOME SPACING
CURB & GUTTER
—4" 4' 0"
//A-\
z
Z
...........
.. .... 08 FT./F7. OR FLATTER0 ED 0-
1 0
SECTION A—A y M
_J Of
0.08 FT/FTSLOPE OF FLARED SIDE. (IF
EXISTING CONDITIONS DO NOT PERMIT, MAY 5' 4'
r USE 0.10 FT./FT.- 0.08 FT./FT.SLOPE 6' 5'
--------- ----------------
7' 6'
6' 3- in. 6' 3- 8' 7'
9' 8'
ELEVATION OF RAMP
1/2 INCH PREFORMED JOINT FILLER ER MATERIAL, AASHTO M 213.
WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48- LANDING BETWEEN
THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL
O 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF
CURB.
(1) ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0* MIN. IN DIRECTION OF TRAVEL AND SHALL
EXTEND THE FULL WIDTH (4- 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0* WIDTH (TYP.)
TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE
ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT
SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR
(GRAY) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR.
SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED.
TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING
SYSTEMS.
aff tw
W PEDESTRIAN
CWIM I CURB RAMP
REMSED: 2-08 PLATE NO.:
!FILE NAME- G:\ENG\SPECS\5215 ENGINEERING DEPARTMENT 1 5215
Jan 31, 2014 - 11:06arn - User:225 L:\PROJECTS\HOU19929\dwg\Civi[\Final\19929-09 DETAILS.dwg
8612 CONCRETE
CURB & GUTTER (TYPICAL)
0
ff NOM M_
1 1/2"—MNDOT 2350 MVWE35035B
2 1/2"—MNDOT 2350 MVNW350358
12"—Class 5 Aggregate Base, 100% Crushed
Approved grade or MNDOT 3149.2B Select
Granular Borrow
HEAVY-DUTY PAVEMENT
8612 CONCRETE
CURB & GUTTER (TYPICAL)
I I _SLOPF7
— 1 1/2"–MNDOT 2350 MVWE35035B
— 2"–MNDOT 2350 MVNW35035B
8"–Class 5 Aggregate Base, 100% Crushed
Approved grade or MNDOT 3149.28 Select
Granular Borrow
STANDARD-DUTY PAVEMENT
NOTE: ANY SIGN FREE
STANDING IN
ASPHALT PARKING
LOT SHALL BE
MOUNTED AS
SHOWN.
in
rfi
PROVIDE VAN
ACCESSIBLE SIGN AT
RIGHT HAND
DISCHARGE PARKING
SPACES
M
PAVING
PARKING
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
VAN
ACCESSIBLE
it i
ri
STANDARD MNDOT
SIGN NO. R7.8A
4" x 4" STEEL TUBE
(SEE SIGN DETAILS
THIS SHEET)
6"0 SCH. 40 STEEL
PIPE -FILL WITH CONC.
ONE WRAP OF #30
ROOFING FELT
GRANULAR BASE
CONCRETE
1.5'
L__J
02 — ACCESSIBLE PARKING SIGN
N.T.S.
in
cz
O
Ln
POSSIBLE CURB TO HOLD
ADJACENT GROUND
0 Tick
k'
S\, O?V-
- oy�'
C)\,
C3.13�16 CIV
'3��s
75> �
FRONT FACE
OF CURB
OPTIONAL PARALLEL RAMP
(FOR NARROW SIDEWALKS ADJACENT TO CURB)
ISOMETRIC VIEW
A �POSSIBLE CURB TO HOLD
ADJACENTGROUND
FRONT
FACE
OF CURB
0.05 FT/FT SLOPE
PREFERRED
0.08 FT/FT SLOPE MAX
POSSIBLE CURB A
TO HOLD PARALLEL RAMP
ADJACENT PLAN VIEW
GROUND–\
10'-0" (6" CURB) IN 10'-0" (15" CURB)
6'8" (4" CURB) 6'8" (4" CURB)
CURB OR ELEVATION
CURB AND -POSSIBLE CURB TO HOLD
GUTTERS SIDEWALK WIDTH I J ADJACENT GROUND
- CONCRETE WALK
PARALLEL RAMP
SECTION A-A
MAX CROSS SLOPE
OF WALK IS 0.02 FT/FT
PEDESTRIAN CURB RAMP
N.T.S. OPTION
ROUND ALL SLOPED
INTERSECTIONS
NOTES:
0 1/2 INCH PREFORMED JOINT FILLER
MATERIAL, AASHTO M 213.
THESE ARE OPTIONAL
PEDESTRIAN SIDEWALK
ACCESS DETAILS THAT ARE
NOT REQUIRED BY CURRENT
ADA REGULATIONS
6" SCH. 40 STEEL PIPE
FILLED W/ CONIC. WITH
TOP ROUNDED.
2'-0" PAVEMENT OR
FINISHED GRADE-i
�
�i
Vt
an
3" COVER
101-01. 4'-0" MIN 10' _0
0
POSSIBLE CURB A
TO HOLD PARALLEL RAMP
ADJACENT PLAN VIEW
GROUND–\
10'-0" (6" CURB) IN 10'-0" (15" CURB)
6'8" (4" CURB) 6'8" (4" CURB)
CURB OR ELEVATION
CURB AND -POSSIBLE CURB TO HOLD
GUTTERS SIDEWALK WIDTH I J ADJACENT GROUND
- CONCRETE WALK
PARALLEL RAMP
SECTION A-A
MAX CROSS SLOPE
OF WALK IS 0.02 FT/FT
PEDESTRIAN CURB RAMP
N.T.S. OPTION
ROUND ALL SLOPED
INTERSECTIONS
NOTES:
0 1/2 INCH PREFORMED JOINT FILLER
MATERIAL, AASHTO M 213.
THESE ARE OPTIONAL
PEDESTRIAN SIDEWALK
ACCESS DETAILS THAT ARE
NOT REQUIRED BY CURRENT
ADA REGULATIONS
6" SCH. 40 STEEL PIPE
FILLED W/ CONIC. WITH
TOP ROUNDED.
2'-0" PAVEMENT OR
FINISHED GRADE-i
f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Sheet Title
DETAILS
Sheet No. Revision
C9001
Project No. HOU19929
3" COVER
0
OVER FOOTING
0
(D
FILL POST w/
<
z
CONCRETE
LU
>_
=
3500 PSI P.C. CONCRETE
MINIMUM (TYP.)
ALL PIPES SHALL BE
PAINTED TRAFFIC
YELLOW
06—
' CURB CUT
N.T.S.
f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Sheet Title
DETAILS
Sheet No. Revision
C9001
Project No. HOU19929
Jan 31, 2014 - 11:07am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -09 DETAILS.dwg
\`ate f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Summary
Designed: JB Drawn: DJD
Approved: ji Book / Page: xx /xx
Phase: SUBMITTAL Initial Issue: 01/31/2014
Revision History
No. Date By Submittal / Revision
Sheet Title
DETAILS
Sheet No. Revision
C9.02
Project No. HOU19929
3' -0"
w
Y
24 "x36" slab opening for Neenah
DROP LID
Tyler
No. 6860
7.5' Minimum cover required
24 » x36 » slab opening for Neenah
w
v
WATER
1- V Grate Shown
"�
over top of water main.
CONCRETE BLOCK (TYP.) -o
R3067 -V or equal
r{Qg;
F
0 o
Mueller
No. H -10361
- -
Lu �'
m ° <
Bibby-Ste-Croix
No. B -5160
PROVIDE VALVE STEM RISERS
on o on no
o
�
/
UJ N �
Sigma
9
No. V62600W
TO WITHIN 6" OF THE SURFACE
N
a
o v
points.
wo! ZO
IF THE DISTANCE FROM
a_
Neenah R3067 -V casting and
0 P
' a
THE TOP NUT OF THE VALVE TO
L
U
grate or equal.
i
1
o w
W O
Zo
THE SURFACE IS GREATER THAN 8'.
°
Minimum of 2 maximum of 5
j ��°
Catchbasin to be depressed 2'
w O
0 Z °o
w
Grade
PLAN
TEES
ww
PLAN
»
<a
i0 0
3" Radius
concrete adjustment rings with full
beds of mortar.
yc
A
Neenah R- 3067 —VB shall be used at all
O +�
L U
p �
o o!
0
m
Lu
X
a
waQ
I—
Co ° a
X Z I.-: N
Precast concrete or
TOP
low points.
Adjust top to 3/4" below
>,
w �`'
w
=u' NIW L a
CD =
ao < <
Tyler
No. 6860 26"
grade. Box to be set to
o �
o
LU
t°
3
°o w
R3067 -V or equal
Mueller
No. H -10361 26"
provide 12" of adjustment.
HDPE adjusting rings.
0
>
Surmountable concrete ISOMETRIC
3" radius curb box.
gutter grade.
2 w m
°
Bibby- Ste -Croix
No. VB502 27"
Note:
L>
3 z X
o
N Q
a F
»
12 16
Sigma
No. VB63OG
2 — 4 -60" Lon
s g
Rebars Each way
Conductivity straps to be placed around
0 0
a �N O
N
to have flat top edge sealed with
2 beads of Ramnek or equal.
Z
to have flat to edge sealed with
P 9
2 beads of Ramnek or equal.
Sigma No.VB63D
megalug bolts and welded to water main.
c a
_
Q ,� w X
All joints in manhole to have
Varies
All joints in manhole to have
» »
w <
Varies
Tyler No. 6860
Varies
° °
°
< o
U
4' -0" T yp•
0 ring rubber gaskets.
< o
6 1/2-
4'-0- Typ.
Mueller No. H -10357
LU
maximum of 5 -2"
concrete adjusment
Varies
24" x 36"
3 i�
EXTENSION
Tyler
No. 58 14"
Bibby- Ste -Croix B -5001
:' :•:
a°i
�'
Z
Precast 3' minimum
5"
o
N
5"
Y=a
< a w
No. 59 18"
Gate valve box, screw type,
3 piece, 5 1V4" shaft, size
'
U
N�'
N M
both the outside and inside.
X
approved.
No. 60 24"
G box, 7' -6 extended,
between each and a
L °
W 0
s
2. No block structures are allowed.
z U) <
Mueller
No. 58 14"
#6 round base
HYDRANT LEADS
aD
=
z a
~ oD
`O
Doghouses shall be grouted on both
a °
on the outside.
No. 59 20"
N rn
in a
�'
9
a
X`dW
.9'L
x
w
° i X
_ <
Bibby- Ste -Croix
VB520
No. 57 9"
GATE VALVE ADAPTER: 1/4-
L o
aw_ o
=
Doghouses shall be
on both the
vi <L' <
•a rte:
VB521
No. 58 14"
STEEL WITH PROTECTIVE
No block structures are allowed.
L
,on
_ _ _ •::.:� . ;;_.•: ..::�,.... •:;
, ,..:. •: — --
grouted
inside and outside.
SECTION
o M' oa F
s
4 o
;:.�.
VB522
No. 59 20"
COATING, 1/2" RUBBER
on no o on no
°� T
m
•` `'
_ �' 3
p
V6523
No. 60 26"
GASKET INSTALLED BETWEEN
2 - #4 -60" LONG
g =
r
°
each 4' of depth greater than 14',
1
w m z °w
depth. Increase thickness 1 for
Sigma
No. VB630
THE GATE VALVE AND
a� Q
v
Z
° O F
F_ z °U
o Z o.
n MI6"
w o
each 4' of depth greater than 14',
and reinforce with 6 "x6" 10/10 mesh.
,.
Y
U
Zo
<� a
N z= U) M
_ o`�
o w F z a
('v o m
2. Casting to be totally encased in
BOTTOM
Tyler
Mueller
Bibby- Ste -Croix
No. 6860 65"
No. H -10361 65"
No. VB516 60"
GATE VALVE ADAPTER.
Mueller or American
Flow Control
CROSSES
Lt
°
_J z Z
w
o_
w
wo X o v
w
= W L'r'<� m
Sigma
No. VB6302 60"
Resilient Wedge Valve
(
C
Z o 0
_ I-'
w
O_l-
m Q
o
o
o N w
Z
�
v, 0 N W << o
o.�x
In. NinV) -
Valve and
Box to be
Conforming to AWWA
C- 515 -80 standards
DENOTES
MEGALUG
I
v
F(n
o0
QQQ�
O
o
W
Q � >-
r
z �°ZZ a
plastic wrapped per
with all stainless steel
BENDS
L
T
o a
ww�_J
wwv
m� mil-
z U �°
Qt=o
U g}
v= _
_ i a W
��a�QOp
CATCH BASIN
section 2.03a
BASE
tw
nuts & bolts.
CATCH BASIN
MANHOLE
u)aaW
m Z W m
OOVZO
R lU -0
OQ(V
= _J Z
D"I
U z O
���'o J�
a �x
MANHOLE
NOTES:
1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS.
N O
Q o ui
<3 < <
2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES
OF00
ZJJC9Hw
-U
1-0w0U
Z
AT CATCH BASIN
��`�";
0
�ui`O
PLATE NO.:
REVISED: 2-08
AND HYDRANTS.
3. THRUST BLOCKING AT ALL TEES, BENDS, AND
REVISED: 2-05
F
Q�O_Q
J N
REVISED: 2 -OB
PLATE NO.:
ENGINEERING DEPARTMENT
3101
1
ENGINEERING DEPARTMENT
I
AT CERTAIN HYDRANTS.
LUO Z 2 W
Y
XFr
0( -) <W
O < w
ENGINEERING DEPARTMENT
3106
FILE NAME G: G SPECS 3101
s -'tr 3 • `
4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED
aii
a a a w
min ¢
}w -0_=w
=N3oFN
r =w
= in
IFILF NAME:G G SPECS 3106
18 "X18 "X8" concrete block
USING A BITUMINOUS COAL TAR COAT SUPPLIED BY
THE MANUFACTURER. SLEEVES
5. Blocking against undisturbed soils.
arlm
TYPICAL
HYDRANT
I
GATE VALVE
AND BOX
tw
TYPICAL
MEGALUG
INSTALLATION
INSTALLATION
CRUM
LOCATION
REVISED: 2-013
ENGINEERING DEPARTMENT
PLATE NO.:
1004,
REVISED : 2 -08
ENGINEERING DEPARTMENT
PLATE NO.:
1 006
REVISED: 2-08
ENGINEERING DEPARTMENT
PLATE NO.:
1009
FILE NAME:G ENG SPECS 1004
FILE NAME:G:
SPECS 16
G 00
FILE NAME:G G SPECS 1009
Jan 31, 2014 - 11:07am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -09 DETAILS.dwg
\`ate f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Summary
Designed: JB Drawn: DJD
Approved: ji Book / Page: xx /xx
Phase: SUBMITTAL Initial Issue: 01/31/2014
Revision History
No. Date By Submittal / Revision
Sheet Title
DETAILS
Sheet No. Revision
C9.02
Project No. HOU19929
3' -0"
24 "x36" slab opening for Neenah
Ef�
NOTE:
24 » x36 » slab opening for Neenah
3067 -V or equal
1- V Grate Shown
"�
�_
R3067 -V or equal
r{Qg;
2- VB Grate Shown shall be
used at all low points.
Surmountable Curb & Gutter in be tmnsitioned
into a Bsts type at catchbasin.
Note:
JVNOTE:
/
1- V Grate shown
2- VB Grates shall be used at all low
1- V Grate shown
2- VB Grates shall be used at all low
points.
Catchbasin Frame & Grat
V. � e- 3GS7 -v or
Face of Curb
a
points.
Direction of Flow
Neenah R3067 -V casting and
A
' a
Neenah R3067 -V casting and
grate or equal.
grate or equal.
i
1
Minimum of 2 maximum of 5
j ��°
Catchbasin to be depressed 2'
PLAN
below design gutter line grade.
PLAN
»
PLAN
Minimum of 2 maximum of 5 -2"
3" Radius
concrete adjustment rings with full
beds of mortar.
yc
A
Neenah R- 3067 —VB shall be used at all
6 Conc. collar
concrete adjustment rings with full
beds of mortar.
6" Conc. Collar
Precast concrete or
low points.
Catchbasin casting
g
HDPE adjusting rings.
and grate Neenah
Precast concrete or
1r
R3067 -V or equal
Grate to be 2" below
�
HDPE adjusting rings.
° .
6" precast reinforced concrete slab.
Surmountable concrete ISOMETRIC
3" radius curb box.
gutter grade.
°
6" precast reinforced concrete slab.
Varies
Curb & Gutter
No scale
5 transition each
To of barrel section under to slab
p p
»
12 16
Top of barrel section below top slab
2 — 4 -60" Lon
s g
Rebars Each way
Precast concrete or
side of catchbasin.
to have flat top edge sealed with
2 beads of Ramnek or equal.
to have flat to edge sealed with
P 9
2 beads of Ramnek or equal.
HDPE adjusting rings.
Top of Curb
E
All joints in manhole to have
Varies
All joints in manhole to have
» »
Varies
Varies
"0" ring rubber gaskets.
4' -0" T yp•
0 ring rubber gaskets.
Minimum of 2 -2 ",
6 1/2-
4'-0- Typ.
Precast concrete section
Precast concrete section
maximum of 5 -2"
concrete adjusment
Varies
24" x 36"
M
NOTES:
5"
Manhole steps, Neenah R1981J or
c
c
'o
rings allowed with 1/
Precast 3' minimum
5"
5"
1. Doghouses shall be grouted on
equal, 16 o.c., Aluminum steps
o
to 1/2" bed of mortar
both the outside and inside.
approved.
c
5' Min. Transition
c
5' Min. Transition
between each and a
3" Grout
2. No block structures are allowed.
2
0
6" thick concrete collar
Doghouses shall be grouted on both
on the outside.
6"
Manhole steps, Neenah R1981J or
16" Aluminum
the outside and inside.
z Currbof 2"
w
1
x
w
equal, o.c., steps
NOTE:
Doghouses shall be
on both the
•a rte:
approved.
a o
2a
No block structures are allowed.
_ _ _ •::.:� . ;;_.•: ..::�,.... •:;
, ,..:. •: — --
grouted
inside and outside.
SECTION
6" •
4 o
;:.�.
>
Minimum slab thickness, 6 for 14
•` `'
depth. Increase thickness 1" for
p
° Minimum slab thickness, 6" for 14'
Design gutter line grade
2 - #4 -60" LONG
NOTES:
r
°
each 4' of depth greater than 14',
1
depth. Increase thickness 1 for
Rebars Each way
1. Steps shall be provided in all catch basin /manholes and storm sewer manholes.
and reinforce with 6 "x6" 10/10 mesh.
n MI6"
each 4' of depth greater than 14',
and reinforce with 6 "x6" 10/10 mesh.
Frame &Casting
2. Casting to be totally encased in
concrete curb section.
I
3. No block structures are allowed.
SECTION
Grout bottom of manhole to 1/2
S S
SECTION A -A
4. No wood shims are permitted in
the adjusting rings.
diameter at pipe and slope
grout 2" toward invert.
No Scale
SECTION
No drain holes
off
CATCH BASIN
2' X 3'
CATCH BASIN
tw
CATCH BASIN
MANHOLE
CURB
CONSTRUCTION
MANHOLE
RECTANGULAR
WITH SUMP
AT CATCH BASIN
REVISED:2 -08
PLATE NO.:
REVISED: 2-08
PLATE NO.:
REVISED: 2-05
PLATE NO.:
REVISED: 2 -OB
PLATE NO.:
ENGINEERING DEPARTMENT
3101
1
ENGINEERING DEPARTMENT
I
3102
I
ENGINEERING DEPARTMENT
3104
I
ENGINEERING DEPARTMENT
3106
FILE NAME G: G SPECS 3101
FILE NAME:G G SPECS 3102
FILE NAME:G ENG SPECS 3104 I
IFILF NAME:G G SPECS 3106
Jan 31, 2014 - 11:07am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -09 DETAILS.dwg
\`ate f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
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.
Jared F. Jones
Registration No. 46610 Date: 01/31/2014
If applicable, contact us for a wet signed copy of this
plan which is available upon request at MFRA, Inc.,
Plymouth, MN office.
Summary
Designed: JB Drawn: DJD
Approved: ji Book / Page: xx /xx
Phase: SUBMITTAL Initial Issue: 01/31/2014
Revision History
No. Date By Submittal / Revision
Sheet Title
DETAILS
Sheet No. Revision
C9.02
Project No. HOU19929
LANDSCAPE LEGEND
KEY
SYM.
BOTANICAL NAME
COMMON NAME
SIZE
ROOT
QTY.
NSTALL MATURE
DECIDUOUS TREES
EIGHT HEIGHT
WETLAND FRINGE
MN SEED MIX 35 -621 (OLD BwSR U6)
WITH 'NO MOW FESCUE'
COMMERCIAL TURF -SOD
HIGHLAND SOD
X X X
COMMERCIAL TURF - SEED
HL
s
Gleditsia triacanthos
SHADEMASTER HONEYLOCUST
2.5"
BB
3
10'
50'
U
1/2" CRUSHED GRANITE
var. inermis'Shademaster'
MNDOT 260
MNDOT 260 &
ALL AREAS DISTURBED BY
W/ "NO MOW FESCUE MIX
CONSTRUCTION NOT INTENDED
(USE EROSION CONTROL BLANKET
SODDED, OR RETENTION BASINS
FOR SLOPES OVER 3:1)
O
U
HB
Celtis occidentalis
HACKBERRY
2.5"
BB
10
15'
50'
zz
0
Q
SM
0
Acer saccharum
SUGAR MAPLE
2.5"
BB
3
14'
50'
~
cc
H
ORNAMENTAL TREES
SB
0
Amelanchier x grandiflora
'Autumn Brilliance'
AUTUMN BRILLIANCE
1.5"
BB
5
8'
20'
SERVICEBERRY
Cr v
o�
o
SS
Malus x 'Spring Snow'
SPRING SNOW CRABAPPLE
1.5"
BB
7
8'
25'
w=
J U
�o
.
N z
TL
j�
Syringa Reticulata
JAPANESE TREE LILAC
1.5"
BB
6
8'
20'
EVERGREEN TREES
BH
Picea glauca var. Densata
BLACK HILLS SPRUCE
6'
BB
-
6'
40'
2w
= p
O Q
CB
Picea pungens
COLORADO BLUE SPRUCE
6'
BB
-
6'
55'
J �
O
LL
SID
Pinus sylvestris
SCOTCH PINE
6'
BB
-
6'
50'
QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
Jan 31, 2014 - 11:07am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -10 LAND.dwg
G)
Z
G
SEED MIX LEGEND
(FOR ALL SHEETS)
SYM.
TYPE
SEED MIX
NATIVE WET PRAIRIE
MN SEED MIX 34 -262 (OLD BwSR w3)
WITH 'NO MOW FESCUE'
WETLAND FRINGE
MN SEED MIX 35 -621 (OLD BwSR U6)
WITH 'NO MOW FESCUE'
COMMERCIAL TURF -SOD
HIGHLAND SOD
X X X
COMMERCIAL TURF - SEED
MN SEED MIX 25 -131 (OLD MNDOT260)
W/ "NO MOW FESCUE MIX"
HARDWOOD MULCH
(NATURAL COLOR)
SHREADED HARDWOOD MULCH
1/2" CRUSHED GRANITE
CRUSHED QUARRY GRANITE
MNDOT 260
MNDOT 260 &
ALL AREAS DISTURBED BY
W/ "NO MOW FESCUE MIX
CONSTRUCTION NOT INTENDED
(USE EROSION CONTROL BLANKET
SODDED, OR RETENTION BASINS
FOR SLOPES OVER 3:1)
** NO MOW SEED FORMULA FROM SPECIALTY TURF & AG INC, FREEDOM MIX, AT 200LB /ACRE OR
APPROVED EQUAL. - WWW.SPECIALTYTURFAG.COM - 188 - 685 -4521
CITY LANDSCAPE CODE
• PROJECT VALUE / MINIMUM LANDSCAPE VALUE
•• PROJECT VALUE +/- $2,000,000 = $30,000 LANDSCAPE VALUE
•• BUFFERYARD "D" BETWEEN LL/LD AND OFF / IND PER 100'
••• 5 CANOPY TREES
••• 10 UNDERSTORY TREES
••• 15 SHRUBS
C)
z
0
100
NORTH
0 30 60
SCALE IN FEET
n f r
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
(7631476.6010 telephone
V631 476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Certification
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision
and that I am a duly Licensed LANDSCAPE
ARCHITECT under the laws of the State of
Minnesota.
JAMES A. KALKES
Registration No. 45071 Date: 2014/01/31
This certification is not valid unless wet signed in blue
ink. If applicable, contact us for a wet signed copy of
this survey which is available upon request at MFRA,
Inc., Plymouth, MN office.
Summary
Designed: JB Drawn: DJD
Approved: JJ Book / Page: xx /xx
Phase: SUBMITTAL Initial Issue: 01/31/2014
Revision History
No. Date By Submittal / Revision
Sheet Title
SITE LANDCAPE
PLAN
Sheet No. Revision
L1.01
Project No. HOU19929
o°
\Q ...... .. . .
\\
—
4 ENTRANCE DETAIL
L1.02 SCALE 1 = 10
NORTH
u u
a
to
� ENTRANCE DETAIL
L1.02
r
O
5 ENTRANCE DETAIL r-6-- ENTRANCE DETAIL
L1.02 L1.02
SCALE 1" =10' NORTH SCALE 1" =10' NORTH
SCALE 1" =10' NORTH
X
\1i - o i
> < X ,4
X\ \\ \
. . . . . . . .. . . . . . . . . . . . . .
u
..........
...........
x
...,,,,.dam ............
g ENTRANCE DETAIL
L1.02
Jan 31, 2014 - 11:07am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -10 LAND.dwg
SCALE 1" =10' NORTH
T
LANDSCAPE LEGEND
KEY BOTANICAL NAME COMMON NAME SIZE ROOT I QTY. REMARKS INSTALL I MATURE
HEIGHT HEIGHT
SHRUBS
SVJ
Juniperious Horizoantalis'Savin'
SAVIN JUNIPER
#5
CONT.
-
1'
3'x4'
DBB
Euonymus alatus'Compactus'
DWARF BURNING BUSH
#5
CONT.
-
15
4'x4'
DBW
Salix purpurea 'Nana'
DWARF BLUE ARCTIC WILLOW
#5
CONT.
-
1'
3'x4'
GLS
Rhus aromatica 'Gro -Low'
GRO -LOW FRAGRANT SUMAC
#5
CONT.
-
1'
2.5'x5'
•
BCA
Viburnum trilobum 'Bailey Compact'
COMPACT AMERICAN CRANBERRYBUSH
#5
CONT.
-
1.5'
4'X4'
AWS
Spiraea x bumalda'Anthony Waterer'
ANTHONY WATERER SPIREA
#5
CONT.
-
1.5'
3'x4'
SMS
Spiraea nipponica'Snowmound'
SNOWMOUNDSPIREA
#5
CONT.
-
1.5'
3'x4'
MYS
Spiraea thunbergii 'Ogon'
MELLOW YELLOW SPIREA
#5
CONT.
-
1'
3'x4'
GFS
Spiraea x bumalda 'Gold Flame'
GOLD FLAME SPIREA
#5
CONT.
-
15
3'x4'
TEC
Forsythia 'Sunrise'
SUNRISE FORSYTHIA
#5
CONT.
-
15
5'x5'
%<—
SPF
Syringa x "Bailsugar'
SUGAR PLUM LILAC
#5
CONT.
-
15
4'x4'
®
MGH
Lonicera x xylosteoides'Miniglobe'
MINIGLOBE HONEYSUCKLE
#5
CONT.
-
1.5'
4'x4'
PERENNIALS
KFG
Calamagrostis acutiflora 'Karl Foerster'
KARL FOERSTER FEATHER REED GRASS
#1
CONT.
-
PLANT 2' O.C.
6"
4'x2'
PDS
Sporobolus heterolepis
PRAIRIE DROPSEED
#1
CONT.
-
PLANT 2' O.C.
6"
2'x2'
BDL
Hemerocallis'Baja'
BAJA DAYLILY
#1
CONT.
-
RED FLOWER
6"
2'x1.5'
PMD
Hemerocallis'Pardon Me'
PARDON ME DAYLILY
#1
CONT.
-
YELLOW FLOWER
6"
1.5'x1.5'
SDD
Hemerocallis'Stella d'Oro'
STELLA D'ORO DAYLILY
#1
CONT.
-
YELLOW FLOWER
6"
1.5'x1.5'
WLC
Nepeta x faasenii 'Walker's Low'
WALKER'S LOW CATMINT
#1
CONT.
=
PURPLE FLOWER
6"
1'x1'
BES
Rudbeckia fulgida 'Goldsturm'
BLACK EYED SUSAN
#1
CONT.
-
YELLOW FLOWER
6"
1.5'x15
KBL
Liatris spicata 'Kobold'
KOBOLD LIATRIS
#1
CONT.
-
PURPLE FLOWER
6"
1.5'x15
HST
Hosta sp.
HOSTA
#1
CONT.
-
WHITE FLOWER
6"
1'x1'
QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
V
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SCALE 1" =10' NORTH
englineen J SIrYE ng 0am inn e11Vi101Y1 entai
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHA SS EN
MN
GALPIN COURT
Certification
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision
and that I am a duly Licensed LANDSCAPE
ARCHITECT under the laws of the State of
Minnesota.
JAMES A. KALKES
Registration No. 45071 Date: 2014/01/31
Sheet Title
SITE LANDCAPE
DETAILS
Sheet No. Revision
L1.02
Project No. HOU19929
i
)
)
)
j
t
12'
18'
60
DESIGN - BUILD IRRIGATION PARAMETERS
IRRIGATION NOTES
1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL IN ACCORDANCE WITH PROJECT MANUAL.
SHOP DRAWINGS SHALL INCLUDE ACCURATE LAYOUT OF SYSTEM INCLUDING BUT NOT LIMITED TO LOCATIONS SIZES AND
PRODUCT /MATERIAL TYPE USED FOR COMPLETE IRRIGATION SYSTEM. POP -UP SPRAY AND ROTOR IRRIGATION SHALL HAVE
HEAD -TO -HEAD COVERAGE. SYSTEM SHALL BE WINTERIZED(BLOWN -OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL
PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE TWO -YEAR WARRANTY ON PARTS AND LABOR FOLLOWING
INSTALLATION APPROVAL BY OWNER.
2. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND /ABOVE GROUND FACILITIES PRIOR TO ANY
EXCAVATION /INSTALLATION. ANY DAMAGE TO UNDERGROUND /ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR.
3. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL
AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR
EQUIVALENT AT THE PROJECT SITE.
4. THIS DESIGN IS TO BE BASED ON THE PRESSURE AND VOLUME OF STATIC, RESIDUAL, AND FLOW. SUBMIT CRITICAL
ANALYSIS WITH THE SHOP DRAWINGS. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE INFORMATION.
5. THE IRRIGATION CONTRACTOR SHALL ARRANGE FOR ANY NECESSARY PERMITS AND /OR INSPECTIONS REQUIRED BY LOCAL
AGENCIES OR ORDINANCES DURING THE COURSE OF CONSTRUCTION.
6. THIS IRRIGATION DESIGN SHOWS NECESSARY MATERIALS, BUT CERTAIN OTHER MATERIALS MAY HAVE TO BE SUPPLIED AND
INSTALLED BY THE IRRIGATION CONTRACTOR IN ORDER TO HAVE, UPON COMPLETION, A FULLY OPERATIONAL IRRIGATION
SYSTEM.
7. ALL PVC PIPING UNDER CONTINUOUS PRESSURE SHALL BE CLASS 200, ALL OTHER PVC SHALL BE CLASS 160.
8. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.
9. ALL LATERAL LINES SHALL BE 12" BELOW FINISHED GRADE.
10. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.
11. CONTRACTOR SHALL VERIFY LOCATIONS, SIZES, AND DEPTH OF SLEEVES PRIOR TO CONSTRUCTION
12. FABRICATE ALL PIPE TO MANUFACTURER'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE
PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.
13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.
14. ALL VALVE BOXES AND COVERS IN TURF AREAS SHALL BE GREEN IN COLOR. ALL VALVE BOXES ON PLANTING BEDS SHALL
BE TAN IN COLOR.
15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE.
16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON -SITE WITH OWNER'S REPRESENTATIVE, SUBMIT LOCATION IN IN
SHOP DRAWINGS.
17. CONTROL WIRES: 14 GAUGE, DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE ( #12 FOR RUNS OVER
2000 - FEET). USE MOISTURE -PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND
COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR
COLOR CODE ALL WIRES.
18. AVOID OVERSPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON
SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.
19. ADJUST PRESSURE AT VALVES FOR OPTIMUM PRESSURE ON SITE.
20. USE SCREENS IN ALL HEADS.
21. CONTRACTOR SHALL SUPPLY RECORD DRAWINGS OF IRRIGATION SYSTEM AT THE TIME OF COMPLETION TO OWNER'S
REPRESENTATIVE. A SET OF RECORD DRAWINGS SHALL BE MAINTAINED ON -SITE AT ALL TIMES IN AN UPDATED CONDITION.
22. ALL PIPE 2" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN PER INDUSTRY STANDARD.
23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND
VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. THERE SHALL BE A 3" MINIMUM SPACE
BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.
24. THE IRRIGATION PIPING SHALL BE SEPARATE FROM THE DOMESTIC WATER SUPPLY IN THE MECHANICAL ROOM. THE
IRRIGATION SUPPLY LINE SHALL HAVE ITS OWN WATER METER AND BACKFLOW DEVICE IN ACCORDANCE WITH THE CITY
REQUIREMENTS.
25. PLACE DIFFERENT AMENITIES ON SEPARATE ZONES. THE FOLLOWING AREAS ARE TO BE IRRIGATED.
•• TURF AREAS
•• GRASS PAVER AREAS
•• MULCHED AREAS
•• FILTRATION BASIN (ON SEPARATE ZONE THAT MAY BE TURNED OFF AFTER ESTABLISHMENT)
Jan 31, 2014 - 11:07am - User:225 L:\ PROJECTS \HOU19929 \dwg \Civil \Final \19929 -10 LAND.dwg
"VIA 01
F9
SCALE 1" = 30'
IRRIGATION LEGEND
IRRIGATION CONTROLLER: HUNTER ICC WITH SOLAR SYNC CONTROLLER. WALL MOUNTED INSIDE BUILDING,
Fc-1
PROVIDE SHOP DRAWINGS TO SHOW TYPE AND LOCATION
RAIN SENSOR: HUNTER RAIN /FREEZE -CLIK. INSTALL OUTSIDE CONTROLLER ROOM. ONE RAIN -CLIK PER
CONTROLLER.
DESIGN PRESSURE: PSI
- ELECTRIC ZONE VALVES: HUNTER ICV WITH ACCU -SET PRESSURE REGULATOR.
-POP UP ROTOR HEADS: HUNTER MP ROTORS. NO SPRAY HEADS ALLOWED.
-POP UP ROTOR HEADS: HUNTER 4" POP -UP 1 -20 ULTRA
SHRUBS /GRASSES /PRENNIALS /ANNUALS:
- ELECTRIC ZONE VALVE: HUNTER ICZ -101. INSTITUTIONAL CONTROL ZONE KIT, 1" CONTROL ZONE VALVE
WITH 1" HY10OWYE FILTER AND 25 PSI HIGH -FLOW REGULATOR.
- DRIPLINE IRRIGATION: RAINBIRD LD- 09 -18. DRIPLINE WITH 0.92 GPH EMITTERS AT 18" O.C.
DRIPLINE LATERALS SPACES AT 18" O.C. APART WITH EMITTERS OFFSET FOR
TRIANGULAR PATTERN.
CRITICAL ANALYSIS (TO BE PLACES IN SUBMITTED SHOP DRAWINGS)
FLOW AVAILABLE -(PSI) -
WATER METER SIZE -
STATIC PRESSURE AT POC -(PSI) -
FLOW AVAILABLE AT POC -(GPM) -
IRRIGATION SLEEVES - 2X THE SIZE OF THE LINE BEING ACCOMMODATED
QUICK COUPLING VALVE:
RAIN BIRD MODEL 7, PLACE 1 IN THE SOD AREA
PLANTING BED DRIP LINE SYSTEM - RAINBIRD LD- 09 -18. DRIPLINE
\� LATERAL SPACING 18" O.C. APART. 12" O.C. IS ACCEPTABLE IF AREA
CANNOT ACCOMMODATE 18" O.C. MATCH PRECIP THROUGHOUT ZONE.
PVC MAINLINE.
DRIP VALVE / FILTER /
REGULATOR.
TYPICAL OFFSET
2" FROM -
HARDSCAPE, 4" 1111 FROM PLANTED I-I
PVC MAINLINE
TYPICAL FPT ADAPTER AI
COMPRESSION COUPLER.
1" SCH 40 PVC
LATERAL PIPE.
Xt" POLYETHYLENE
OR PVC HEADER. -
---- TYPICAL
COMPRESSION
FITTING.
DRIPLINE SPACING
AS NOTED.
AIR RELIEF VALVE AT-
HIGH POINT, IF
INDICATED.
TYPICAL DRIP LINE -
WITH EMITTER
SPACING AS NOTED.
TIE DOWN STAKE AT
ALL TEES. ELLS, AND
2' O.0 (MAX).
i
a
0
Z
C�
G
C)
Z
0
uo
100
� � POP -UP MP ROTATOR
OPERATION INDICATOR - ALL ZONES
12'
18'
24
FLOW
SLOPED CONDITION NOTE:
SPACING
MAXIMUM LATERAL LENGTH FEET
0.8 GPH
1. INSTALL AIR RELIEF
67 GPM
EMITTER FLOW RATE GPH
0.9 GPH
VALVE AT HIGHEST
0 GPM
75 GPM
POINT.
12" SPACING
18" SPACING
4" SPACING
2. SPACING AS NOTED ON
PSI
0.9
0.8 0.9
8 0.9
TOP OF SLOPE
3. SPACING AT BOTTOM )J
10
125 96
175 135
218 171
AS NOTED PLUS 25X
20
249 191
350 171
442 340
4. WHEN ELEVATION
30
307 238
434 333
550 422
CHANGE IS 10 FT OR
40
350 268
495 380
627 171
MORE, ZONE BOTTOM
50
80
125 96
125 98
175 135
175 135
218 171
218 171
}j SEPARATELY.
GRID PRECIPITATION RATES
(IN /HR)
........._
MAXIMUM FLOW PER ZONE
EMITTER FLOW RATE
MAX GPM PSI LOSS
EMITTER
LATERAL
SPACING
SPACING
0.8
0.9
SCHEDULE 40 PVC HEADER S ZE
11r 4.7 GPM 7.7 PSI
12
12
a98
.44
8.3 GPM 5.8 PSI
18
18
0.89
13.5 GPM 4.2 PSI
24
24
0.28
1 -112" 33.9 GPM 2.9 PSI
2" 52.4 GPM 1.9 PSI :
LATERAL FLOW PER
100 FT
(GPM)
. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
CAP AT VALVE END.
AS NOTED.
END FEED EXAMPLE CENTER FEED EXAMPLE
DRIP LINE TYPICAL LAYOUT
REMOTE CONTROL
VALVE 1" FPT
O O2 O2 O2
4 � 0-CT OZT O n`TT' Cr
BRICK SUPPORT 1 CU. FT. PEA
(1- EA. CORNER) GRAVEL SUMP
N.T.S.
3/4" DISC FILTER
f4" PRV 45 PSI LF
EMITTER
12'
18'
24
FLOW
SPACING
SPACING
ACING
0.8 GPH
1.0 GPM
67 GPM
50 GPM
0.9 GPH
1.5 GPM
0 GPM
75 GPM
v v v 0-
O 0202022
0 04P�4��4��4�^ �4
x SCH 40
R ED BUSH ING TxT 12" x 18" PVC OR POLY
RED VALVE BOX LATERAL LINE
LOW FLOW ZONE CONTROL VALVE KIT
N.T.S.
5H GRADE/TOP OF MULCH
TER MPR ROTAR SPRINKLER:
VG ASSEMBLY:
IN BIRD MODEL SA 6050
APPROVED EQUAL
SCH 40 TEE OR ELL
LATERAL PIPE
N.T.S.
030-INCH LINEAR LENGTH OF
WIRE, COILED
02 WATER PROOF CONNECTION
(1 OF 2)
(3 ) ID TAG
04 VALVE BOX WITH COVER:
12 -INCH SIZE
05 FINISH GRADE/TOP OF MULCH
O6 REMOTE CONTROL VALVE:
07 PVC SCH 40 NIPPLE (CLOSE)
08 PVC SCH 40 ELL
09 PVC SCH 40 NIPPLE
(LENGTH AS REQUIRED)
10 BRICK (1 OF 4)
11 PVC MAINLINE PIPE
12 SCH 40 NIPPLE (2 -INCH
LENGTH. HIDDEN) AND
SCH 40 ELL
13 PVC SCH 40 TEE OR ELL
14 PVC SCH 40 MALE ADAPTER
15 PVC LATERAL PIPE
16 3.0 -INCH MINIMUM DEPTH OF
3/4 -INCH WASHED GRAVEL
REMOTE CONTROL VALVE
N.T.S.
CONTROL WIRES - PROVIDE
A MINIMUM OF 36" OF
SLACK ® VALVES
FINISH GRADE CARSON VALVE BOX & COVER.
- TURF ALL VALVE BOXES SHALL BE
PERMANENTLY LABELED WITH VALVE
D.
TO SYSTEM
MIN. 4" CLEARANCE
ZONE VALVE
PAVER VALVE BOX
SUPPORTS -
TYP. ALL VALVES
MAIN LINE
3" MIN. GRAVEL BASE - TYP. ALL VALVES
N.T.S.
f rA
14800 28th Ave. N, Ste 140
Plymouth, Minnesota 55447
V631476.6010 telephone
V631476.8532 facsimile
www.mfra.com
Client
BUSINESS
IMPACT GROUP
Project
CHANHASSEN
WEST BUSINESS
PARK
Location
CHANHASSEN,
MN
GALPIN COURT
Sheet Title
IRRIGATION
DESIGN BUILD
REQUIREMENTS
Sheet No. Revision
L2.01
Project No. HOU19929
Proposed Office /Warehouse
Chanhassen West Business
Park Addition
SCOPE OF PROJECT:
OFFICE /WAREHOUSE BUILDING CONSTRUCTED OF:
WALLS — PRECAST CONCRETE WALL PANELS WITH ARCHITECTURAL
CONCRETE BLOCK & CULTURED STONE
ROOF — STEEL BAR JOISTS / STEEL ROOF DECK
SITE WORK / GRADING OF SITE / ASPHALT — LANDSCAPING.
,..� °. all ab �� «ar�le'��►= :._.:s: rJ 0,��
j��I'�ii••v ;��R��� 111- - — �i.
ry; �..�\� � �� =ill/ iii � �_ e•L1
a '
� ��`• "�� /a *� �.,i� +111 �° ii1,.
PROt � � • {i� r 11 X111 1111 1111 1111 ��� 'f���n
til IPA 1
F
Overall Site Plan
no scale
CITY OF CHANHASSEN SITE REQUIREMENTS
PROJECT SITE:
TOTAL SITE- 90,082 S.F.
GREEN SPACE- 21,762 S.F. / 24% COVERAGE
HARD SURFACE (BLDG & ASPHALT) 68,320 S.F. / 76% COVERAGE
PROJECT SETBACKS:
WEST PROPERTY LINE - 10'TO ASPHALT NORTH PROPERTY LINE - 10' TO BUILDING
SOUTH PROPERTY LINE - 10' TO ASPHALT EAST PROPERTY LINE - 50' -0" TO ASPHALT
PARKING REQUIREMENTS:
MAIN FLOOR TOTAL S.F. = 36,240 S.F. ACTUAL USES LISTED BELOW
6,000 USEABLE S.F. OFFICE (2 FLOORS, 3000 S.F. EA.) / 1000 S.F. X 5 = 30 STALLS
33,240 S.F. WHSE. = 1 STALL PER 1000 S.F. FOR EACH OF THE FIRST 10,000 S.F. = 10 STALLS
23,240/ 2,000 = 12 STALLS
TOTAL PARKING REQUIRED 52 STALLS
TOTAL PARKING PROVIDED 52 STALLS —
OF WHICH / 2 REQUIRED TO BE H.C. ACCESSIBLE STALLS. / 2 ARE SHOWN
existing entrance
EXAMPLE - SIMILAR MATERIALS / MATCHING ENTRANCES
ECT
TION
graphic site plan
noting building location, asphalt areas, greenspace
ME
1
PERSPECTIVE VIEW from SOUTHEAST
NO SCALE
10
SITE PLAN
SCALE: 1- W -0'
NORTH
�, -
36 "'//110\ SQ. FT/.
'V- 7
10
i
i
i
i
8 J
,on�l
----------- v
Gp,LP
IN CO
:...' .iA'
P-0
0
Z
4
ARCHITECT:
HOUWMAN
ARCHITECTS
31572 SNOWBALL ROAD
PENGILLY, MN 55775
651 - 631 -0200
OFFICE 218 - 929 -9171
BRIANWHOUWMAN @YAHOO.COM
PROJECT LOCATION:
2410 Galpin Court
Chanhassen, MN 55317
BUILDING OWNER:
Business
Impact Group
2411 Galpin Court
Suite 120
Chanhassen, MN 55317
GENERAL CONTRACTOR:
NOTE:
THIS SET OF PLANS IS FOR A
DESIGN -BUILD PROJECT.
ANY INFORMATION NOT CLARIFIED
BY MANUFACTURER, PERFORMANCE
REQUIREMENTS OR DETAILS ON THIS
PLAN SET ARE
TO BE DETERMINED
BY THE GENERAL CONTRACTOR
AND THE OWNER.
ANY DISCREPANCIES BETWEEN PLANS
AND FIELD CONDITIONS WHICH REQUIRE
THE CONTRACTOR TO CHOOSE
ONE METHOD, DIMENSION
OR MATERIAL OVER ANOTHER ARE TO
BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT
BEFORE WORK IS STARTED,
FOR CLARIFICATION.
SITE PLAN SUBMITTAL 1 -30 -14
BID SET
CD SET
JOB# 13 -55
DATE
DRAWN LH
CHECKED BH
Site Plan
A1.0
I
0
O O
O O
O O
O O
10
SITE PLAN
SCALE: 1- W -0'
NORTH
�, -
36 "'//110\ SQ. FT/.
'V- 7
10
i
i
i
i
8 J
,on�l
----------- v
Gp,LP
IN CO
:...' .iA'
P-0
0
Z
4
ARCHITECT:
HOUWMAN
ARCHITECTS
31572 SNOWBALL ROAD
PENGILLY, MN 55775
651 - 631 -0200
OFFICE 218 - 929 -9171
BRIANWHOUWMAN @YAHOO.COM
PROJECT LOCATION:
2410 Galpin Court
Chanhassen, MN 55317
BUILDING OWNER:
Business
Impact Group
2411 Galpin Court
Suite 120
Chanhassen, MN 55317
GENERAL CONTRACTOR:
NOTE:
THIS SET OF PLANS IS FOR A
DESIGN -BUILD PROJECT.
ANY INFORMATION NOT CLARIFIED
BY MANUFACTURER, PERFORMANCE
REQUIREMENTS OR DETAILS ON THIS
PLAN SET ARE
TO BE DETERMINED
BY THE GENERAL CONTRACTOR
AND THE OWNER.
ANY DISCREPANCIES BETWEEN PLANS
AND FIELD CONDITIONS WHICH REQUIRE
THE CONTRACTOR TO CHOOSE
ONE METHOD, DIMENSION
OR MATERIAL OVER ANOTHER ARE TO
BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT
BEFORE WORK IS STARTED,
FOR CLARIFICATION.
SITE PLAN SUBMITTAL 1 -30 -14
BID SET
CD SET
JOB# 13 -55
DATE
DRAWN LH
CHECKED BH
Site Plan
A1.0
C
L FIN
L IN
45' -0"
45' -0"
451-011
328' -0"
33' -0"
■
7'- 0"
I 1� *1 367' -0"
MAIN FLOOR PLAN
SCALE: 1/16" = 1' -0"
NORTH
■
33' -0" O 7' -0"
0
I'
NORTH
2 2nd FLOOR PLAN
A2O SCALE: 1 /16" = V -0"
ARCHITECT:
HOUWMAN
ARCHITECTS
31572 SNOWBALL ROAD
PENGILLY, MN 55775
651 - 631 -0200
OFFICE 218 - 929 -9171
BRIANWHOUWMAN @YAHOO.COM
PROJECT LOCATION:
2410 Galpin Court
Chanhassen, MN 55317
BUILDING OWNER:
Business
Impact Group
2411 Galpin Court
Suite 120
Chanhassen, MN 55317
GENERAL CONTRACTOR:
NOTE:
THIS SET OF PLANS IS FOR A
DESIGN -BUILD PROJECT.
ANY INFORMATION NOT CLARIFIED
BY MANUFACTURER, PERFORMANCE
REQUIREMENTS OR DETAILS ON THIS
PLAN SET ARE
TO BE DETERMINED
BY THE GENERAL CONTRACTOR
AND THE OWNER.
ANY DISCREPANCIES BETWEEN PLANS
AND FIELD CONDITIONS WHICH REQUIRE
THE CONTRACTOR TO CHOOSE
ONE METHOD, DIMENSION
OR MATERIAL OVER ANOTHER ARE TO
BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT
BEFORE WORK IS STARTED,
FOR CLARIFICATION.
SITE PLAN SUBMITTAL 1 -30 -14
BID SET
CD SET
JOB# 13 -55
DATE
DRAWN LH
CHECKED BH
Floor Plans
A2,O
SOUTH E L E VA TI O N FACING GALPIN COURT
SCALE: 1/16" = 1' -0"
WEST ELEVATION
SCALE: 1/16" = 1' -0"
FACING GALPIN COURT
EAST ELEVATION FACING GALPIN BLVD
SCALE: 1/16" = 1' -0"
SOUTH EAST VIEW
NO SCALE
1 2 3 4
17
CD
0
o 0 I
0 0
BUILDING CROSS — SECTION
SCALE: 1/16" = 1' -0"
7� 12 K 7
17
12 I 12 11 I 11 I I I t1 I I I 11 I 11 I 12
11 "
W � -
2 8 8 3 3 2�
3 ®3
2 8 2
— ----------- __________________________ _�__ _ _____________________________________ _______________________________ _____.______.
O R TH ELEVATION FACING WAYTEK
SCALE: 1/16" = 1' -0"
EXTERIOR FINISH SCHEDULE
0 FABCON PRECAST WALL PANEL IN EXPOSED AGGREGATE, DARK BROWN COLOR.
11
PREFINISHED ARCHITECTURAL METAL COPING, KYNAR 500, MANSARD BROWN.
STONE VENEER BY BOULDER CREEK, S4920 -3, WESTERN LEDGE STAK MUSTANG WITH STONE CAP - INSTALL AND SEAL PER
12
PREFINISHED ARCHITECTURAL METAL COPING, KYNAR 500, CLASSIC COPPER
MANUFACTURER INSTRUCTIONS. SET STONE CAP ON TOP OF STONE WAINSCOT VENEER
t3
PAINTED STEEL STAIR WITH 1 -1 /2" � TUBE RAILINGS
®3
SILL BLOCK 8 X 8 X 16 BY MASTERBLOCK, BURNISHED INTEGRAL COLOR LIMESTONE
14
PAINTED 6" DIA. STEEL PIPE BOLLARD -CORE FILL W /GONG. &DOME TOP. SET OUT 1' -0"
FROM BUILDING FACE.
®4
12' X 14' PREFINISHED METAL INSULATED DRIVE IN O.H DOOR
0 8' X 9' O.H. DOCK DOOR WITH BUMPERS / SHELTER / DOCK LEVELER
15
POURED CONCRETE APRON @ DRIVE -IN O.H. DOOR
16
POURED CONCRETE STOOP WITH FOUNDATION @ MAN DOORS
0 3' X 7' INSULATED STEEL MAN DOOR - PAINTED MANSARD BROWN TO MATCH COPING.
17
ARCHITECTURAL METAL PANELS -KYNAR 500 MANSARD BROWN
7 ALUMINUM STORE FRONT FRAMES WITH INSULATED CLEAR GLASS - ALUMINUM FRAMES BY TUBELITE,
®
",
AMBER -1K, AAM12C22A44, ANODIZED FINISH, LIGHT LIMIT.
18
ARCHITECTURAL WALL MOUNTED LIGHT FIXTURE BY TEKA ILLUMINATION, SERIES ARCADE LOUVER
SERIES, 14 LAMP TBD,
FINISH: NATURAL, DIFFUSER: WHITE ALABASTER, RINGS: COPPER, RING FINISH, NATURAL,
VOLTAGE 120
ALUMINUM WINDOW FRAMES WITH INSULATED CLEAR GLASS - ALUMINUM FRAMES BY TUBELITE,
AMBER-1K, AAM12C22A44, ANODIZED FINISH, LIGHT LIMIT.
19
DOWNCAST, BUILDING WALL MOUNTED, LIGHT FIXTURE FOR PARKING LOT, SEE PHOTOMETRIC
PLANS.
ROUNDED METAL ENTRY CANOPY -KYNAR 500 OR HYLAR 5000, CLASSIC COPPER COLOR
20
DOWNCAS,T POLE MOUNTED, LIGHT FIXTURE FOR PARKING LOT, SEE PHOTOMETRIC PLANS.
10 SIGNAGE WITH COMPANY LOGO AND NAME. VERIFY ALL SIGNAGE WITH OWNER.
21
POURED CONCRETE RETAINING WALL WITH 2' GRID PATTERN, COLOR: SWISS CHOCOLATE
22
UP & DOWN CAST BROWN METAL (MATCH FLAVOR OF MANSARD BROWN COLOR OR WINDOW
TRIM) CYLANDER LIGHTS
SOU TH EAST VIEW
NO SCALE
SOU TH EAST VIEW
NO SCALE
ARCHITECT:
HOUWMAN
ARCHITECTS
31572 SNOWBALL ROAD
PENGILLY, MN 55775
651 - 631 -0200
OFFICE 218 - 929 -9171
BRIANWHOUWMAN @YAHOO.COM
PROJECT LOCATION:
2410 Galpin Court
Chanhassen, MN 55317
BUILDING OWNER:
Business
Impact Group
2411 Galpin Court
Suite 120
Chanhassen, MN 55317
GENERAL CONTRACTOR:
NOTE:
THIS SET OF PLANS IS FOR A
DESIGN -BUILD PROJECT.
ANY INFORMATION NOT CLARIFIED
BY MANUFACTURER, PERFORMANCE
REQUIREMENTS OR DETAILS ON THIS
PLAN SET ARE
TO BE DETERMINED
BY THE GENERAL CONTRACTOR
AND THE OWNER.
ANY DISCREPANCIES BETWEEN PLANS
AND FIELD CONDITIONS WHICH REQUIRE
THE CONTRACTOR TO CHOOSE
ONE METHOD, DIMENSION
OR MATERIAL OVER ANOTHER ARE TO
BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT
BEFORE WORK IS STARTED,
FOR CLARIFICATION.
SITE PLAN SUBMITTAL 1 -30 -14
BID SET
CD SET
JOB# 13 -55
DATE
DRAWN LH
CHECKED BH
Exterior Elevations
A 3,, 0
DESCRIPTION
The IMPACT Elite family of cutoff wall luminaires is the ideal complement
to site design. Incorporating modular LightBAR " technology, Lnlpact
Elite provides outstanding uniformity and ene'gy,ronsc#oiis llitimlnatien.
Combined with a rugged construction, the Impact Elite is the ideal facade
ant: security lumiilaire for zones surrounding sc =.tools, office complexes,
arartrnente, and recreational facilities, ULJCUL listed for wet locations.
SPECIFICATION FEATURES
McGRAW-EDISON' �
Construction
standard n1 4000 "K
mounting attachment tits directly
Heavy -wall, die -east alum inum
? +t- 275KT CCT and nominal 7{} Ciil,
to 4` d -box or wall oyit €1 the Impact
housing and removable hinged
DISTRIBUTION
Elite "Hook, N, mechanism for
door frame for precise tolerance
Electrical
quick #ns:a ;tat ;on. Secured with two
control and repeatabHity. Hinged
LED drivers mount to die -cast
(2 captive corrosion resistant black
door inset for clean mating with
aluminum Lack casting for optimal
Oxide coated alien: bead set screws
housing surface and secured via
heat sinking and operation
concealed but accessible from
two E2 captive fasteners. Optional
efficiency. Impact Elite Wall Series
bottom of fixture.
tamper resistant Torx'' - head
LED operates from
3 7 il t ,2 0
fasteners offer vandal resistant
12t`, -277i/ 5016011z, :3471 Ct?Hz or
Flnlsls
access to the eloctrical cha nber.
480V 601-1z. Shipped standard with
Cast components finished in a 5
21 LED
Cooper Lighting proprietary circuit
stage surer durable TGIC polyester
Optics
module designed to withstand
powder coat paint, 2.5 mil nominal
Choice of six (6) high efficiency,
1OkV of transient lisle ^,urge. 90%
thickness for superior protection
patented AccuLED Optics"
hinion maimenance expected at
against fade and wear- Standard
manufactured .tom injection
60,000 k oUYS. The03iaL E e Wall
:olot include black, roe , grey,
no =^e e
- n
3, , '
precisely designed ed to shape the
operation in -40'C to 40'C ambient
metallic. RAL and austere color
distrlbutioa iiiaxim zirtg afficierrcv
environments. Ught8ARSI' feature
matches available. Consult the
and application spacing - SL
an IP66 enclosuro rating. Optic #3al
McGraw Edison Architectural
opt <cs offer backlight confrol to
occupwicy Berger with backbox is
Colors brochure for the Complete
decrease wall brightness while
available.
selection.
the optEanai uptight glow provides
ORDERING INFORMATION
soft illumination to highlight
Mounting
Warranty
architectural suttaces Offered
Gaskoted and 2n1a plated s-igid steel
Five -year warranty. ,
STANDARD DIMENSIONS WITH BACK BOX
158! -n£:31 144,nn't.
COOPER Lighting
www- c- Perlighting cool
WALL MOUNT LUIytINA €RE
X LSP Y H i' YHi
c Q 145 Qn. iii hi
CERTIFICATION DATA
uL t-it Listed
€'t5 d: uiulCo s sent
€Fb L.uh LAi.
AREA C.mpp.mt
SO Bad
DLC Gua :tied
ENERGY DATA
Elardmnic LED Driver
>0.9 Pmaar Factor
,2fi°,4' l,prl Idatx -to Disorton
920- 277WEO & 60Hs, 347VA i0tic
489Vt60Hz
- 40 °C10,4rirwrr F- 1peritare
40 °C Ameord .crop crop-rune Rag`s'.
SHIPPING DATA
Approximate Net Weight:
18 #b:. 43 kgs,1
y
F1 -1111/ ADH.I00-1o4
r.. 2013 C6 ., £.24:09
T }� £ c,_t,_11,1
. 6. .. .,.. , C Lighting VSE( r am L s#; £ 1nnw:o�3 to rl� fr#n to
A Ll. ,
,1D15•a
.- ev.enaperlighting -st, Customer First Center 1929 H gh,ti y 74.So£:.h f Bh :nee C ty, GA 30269 771 '86, 900 FAX 7717 :86.-:801 2013- 06-13 36..:4:09
2913 061316 06.19
McGRAW- EDISON® "
DESCRIPTION
The Galleon' -" LED luminaire delivers exceptional performance in a
highly scalable, low- profile design. Patented, high - efficiency AccuLED
Optics " system provides uniform and energy conscious illumination to
walkways, parking lots, roadways, building areas and security lighting
applications. IP66 rated and UL /CUL Listed for wet locations.
SPECIFICATION FEATURES
"A" Width A
"B" Standard "
IST iBAPACT �LtTE LED TRAPEZOi.D
POWER AND LUMENS BY BAR COUNT
120' apart, the EA extended arm
LUMEN MULTIPLIER
DISTRIBUTION
may be required. Refer to the arm
Ambient Lumen
Number of
____ _-
___#3L2
_- -__- __
icr
pore Multiplier
LightSARs Power Curzant :Gr rrenti
1;.
St.3 BL4__
SLR /�_
GZLy
wall mount bracket option. 3G
[Watts) 1201 Al 2771 IAI
t
removable tray assembly for ease
t SLL `
tO,Ct
:
, ........ ....... ......_
7 LED UGHTBAR
Z
't 1,1:3
1
C(u 27 0 •. :# t,
i ,
3 7 il t ,2 0
1,72'' 1,571
''-
-�
'C 1.110
cz e 9z1
z
Lighting proprietary circuit module
.........
0 95
21 LED
LIGHTBAR
2.5 mil nominal thickness for
vibration tested. Optional tool-
P ?. :? 023 013
• l I
",1 ?i 1,48 2 S
- I€
122 1,932 1
, , E LUMEN
MAINTFN1tNGE
But 51 0.43 0.23
i 3,98 4231
: 1241 38
. ... :..... .____. ___
_.
..... _.
with ambient temperatures
White dark platinum and graphite
Optics
p
Ambient TM 21 L a Theoretical L70
metallic. RAL and custom color
Choice of 12 patented, high-
Al antena e
Tenxpe£ature (Hours/
matches available. Consult the
efficiency AccuLED OpticsT'
Squares are IP66 rated. 90% lumen
160 006 Hoard
manufactured from injection
maintenance expected at 60,000
Colors brochure for the complete
16`C 91 ;, >, ) {))
hours.
selection.
precisely designed to shape
ORDERING INFORMATION
the distribution maximizing
Mounting
Warranty
Sample Nnmber. IST -Be2- LED- Et- 51.3 -GM
Extruded aluminum arm includes
Five -year warranty.
AccuLED Optics create consistent
1ST B01 LED E1
BL4
distributions with the sca €ability
easy positioning of fixture during
;Product Fami €y 1 Nnmber of ' '
Lame Type
l Distribution
Opten. '
requirements. Offered standard in
i
jf$T- impact Elite Small LighiBARs
LEO-Solid State Light
l GZW=Wa!1 Grazer Wide
P=Button Type Photnrantrol (120V.s
i i Trapezoid BOt -ltj 21 LEO Ligh #BAR
.
Eniftiing Diodes
T ,
l BL2" }Pe!1 w? Back Lgh[
208, 240, or 277V)
802 =[2121 LED Lighl6ARs
Controi
2L =Two Clrcu #ts4
7 LED L' htBAR
Col =ill 9
Vohs ge
BL3 Type III wi Back Light
9
TR =Tam er Resistant Fasteners
p
CO2=[21 I LED LyhtliAHs
Et= Elecuonto 120 -2771
Control
7060 70 CRV&OQCK CCT7
- 'f
34T___
BL4 -Type IV wf Back
$030=80 CRV3000K CCT7
Note t R y t n } oB ter to
480=4 &OV
Light Control
g
do # sn 9 < l P d 3 List
E F. Ey n d E "r d'"',
SLL El Degree Lir h£
E{tm Lett
ULG uptight Glows
LCF= LghEBAR Cover Plate Matches
2 s ,tort o:,oK c . r- t r oC6
.tor eft
Housing inish
g
g 21 LED ! 8 i lR P c3 at 3d...r A, 7 LED
$LR"50 Degree Spill Efghf
O$B "Occupancy sensor standard s
L:gl FAftp #'t..
Eliminator Right
with back box matching housing
4 Add s f#
f. .>h.
5 h #Y E
Finish
BBB fmerye'ic y LED power to, 11, tz
6 O. -, 1 bi,� ill 2b (0(I2 it, C92Ii el ruiio,s
AP_ Grey
Peck (UL824 # -tell 0`
7 £ E n .ry t H e d l
-
BZ Bronze
C132` standard with
rfi,,
backbox matching
g P 'dolt r.# b, Es,2 cr21
-,
Bit- Black
housing finish
9 - n a i, ,#h£ . b� Hat o,
DP -Dark P:atinum
col g
9 O a 1 bE B 602 CO21
GM= GraphBe Metallic
GW$- Emergency LED cold "'a
tempest a Pow.= Jac,
: g t:.. i L y SAP 'lI # - d
WR =White
UL924 lE ted 20' C•-4° F
# E y r y 1 g' #5
standard with bark box
19 ry - . # " h o B
match rg housing finish.
11 -b, 1 . 2 l a'C # . P, w"v,.
{ t ! Y
C&f-
A[92
5 .fi10 27T {2 f.mf,ea m
A9 h Y Ba. B 1 It
6 XX
3 p ez?d15
1 4 P r l4
1M33
63 =1c-,11 -E Riovne Ret,ae. M
15 sp-ly fi-h (ll, t iF a,a f`XX.
T }� £ c,_t,_11,1
. 6. .. .,.. , C Lighting VSE( r am L s#; £ 1nnw:o�3 to rl� fr#n to
A Ll. ,
,1D15•a
.- ev.enaperlighting -st, Customer First Center 1929 H gh,ti y 74.So£:.h f Bh :nee C ty, GA 30269 771 '86, 900 FAX 7717 :86.-:801 2013- 06-13 36..:4:09
2913 061316 06.19
McGRAW- EDISON® "
DESCRIPTION
The Galleon' -" LED luminaire delivers exceptional performance in a
highly scalable, low- profile design. Patented, high - efficiency AccuLED
Optics " system provides uniform and energy conscious illumination to
walkways, parking lots, roadways, building areas and security lighting
applications. IP66 rated and UL /CUL Listed for wet locations.
SPECIFICATION FEATURES
"A" Width A
"B" Standard "
Construction
70 CRI. Optional 6000K CCT and
120' apart, the EA extended arm
Extruded aluminum driver
3000K CCT (80 CRI)-
may be required. Refer to the arm
enclosure thermally isolated from
mounting requirement table on
Light Squares for optimal thermal
Electrical
page 3. For wall mounting, specify
performance. Heavy -wall, die-
LED drivers are mounted to
wall mount bracket option. 3G
cast aluminum end caps enclose
removable tray assembly for ease
vibration rated,
housing and die -cast aluminum
of maintenance. 120 -277V 50160Hz,
Z
heat sinks. A unique, patent
347V 60Hz or 480V 6OHz operation.
Finish
pending interlocking housing and
Shipped standard with Cooper
Housing finished in Super durable
heat sink provides scalability with
Lighting proprietary circuit module
TGIC polyester powder coat paint,
superior structural rigidity. 3G
designed to withstand 10kV of
2.5 mil nominal thickness for
vibration tested. Optional tool-
transient fine surge. The Galleon
superior protection against fade
less hardware available for ease
LED Iuminaire is suitable for
and wear. Heat sink is powder
of entry into electrical chamber,
operation in -40'C to 40'C ambient
coated black. Standard colors
Housing is €P66 rated.
environments. For applications
include black bronze, grey,
with ambient temperatures
White dark platinum and graphite
Optics
p
°C the HA
9 40 exceeding specify fY
metallic. RAL and custom color
Choice of 12 patented, high-
{High Ambient) option. Light
matches available. Consult the
efficiency AccuLED OpticsT'
Squares are IP66 rated. 90% lumen
McGraw - Edison Architectural
manufactured from injection
maintenance expected at 60,000
Colors brochure for the complete
molded acrylic. Optics are
hours.
selection.
precisely designed to shape
the distribution maximizing
Mounting
Warranty
efficiency and application spacing.
Extruded aluminum arm includes
Five -year warranty.
AccuLED Optics create consistent
internal bolt guides allowing for
distributions with the sca €ability
easy positioning of fixture during
to meet customized application
assembly. Designed for pole or
requirements. Offered standard in
wall mounting. When mounting
4000K (+/- 275K) CCT and nominal
two or more luminaires at 90' or
DIMENSIONS
POLE MOUNT
I -t Z Z I sl.'. '�� 3 35(36" ..mom- -�1 1 : . : : c Omml I I I I I I I I
i t
I i i "A" 21 -3n" (553mml "B"
WALL MOUNT
& Z, -1, - ,
_ _ a 10 5;32'
IF }256mml
`�
I_ 3-3161 I
1167n£ml
DIMENSION DATA
Number of "
"A" Width A
"B" Standard "
"B° Optional W
Weight with Arm EPA with Arrn''
Date No.
0
w
s
Z
�
z
Z
=
Z
w
3�:
(/)
0-
Q
c�
Z
Q
bOTES:I.'A .., . -s -, , ,.,e.. �. -x. n, .. -xt e , .., s , . i , s .S-F ,
Cooper Lighting
by O: www.designhghts.org
Y z #..
GLEON
GALLEON LED
1 -10 Light Squares
Solid State LED
AREA/SITE LUMINAIRE
1 '
P_I�B,�� I
CERTIFICATION DATA
UUrUL Wet Location Listed
ISO 9001
LM79/UAW Compiant
3G Vibration Rated
ARRA Compliant
Di,sigpUghts Con mumit, Qualified"
IF86 Rated
ENERGY DATA
Electronic LED Driver
>0.9 Power Factor
<20% Total Ham,onic Distortion
120V -277V 501601-1z
347V & 480V 60H2
-40 "C Min. Temperature
40 "C Max. Temperature
bUC Max Temperature (HA Option)
i
IF:i11 ADH320541
oeT 2013 -10- 0109:53:38
GLEON GALLEON [.ED
ORDERING INFORMATION i y p e L E 0 Nl- i 0 2 L E j _ - SL : a.i-.e. • '?:=
Sample Number: GLEAN- AA -04- LED- EI-T3 -GM
Product Fami! Li ht En ne Number of Lam T
Y' 9 5# Light squarest p ype Voltage Distribution Color Mounting
GLEON-Gaheon AA =1A, 01_3 LED=Soiid State E1= 120 -277V T2 =Type 11 AP_Grey €Blank/ =Artn for Round ar
UL Class 2 02 =2 Light Emitting 347_347V I T3 =Tip. Ill BZ= Bronze Square Pole
03 =3 Diodes 480 =480V' T4 =Type IV BK =Black EA= Extended Arm'
04 =4 SL2 =Type It w /Spih Control DP =Dark Platinum MA =N9ast Arm Adapter
05 =5 SL3 =Type Ill wiSpil€ Contra/ GM= Graphite Metallic WM =Wall Mount
06 =6 SL4 =Type IV ,,v/Spilt Control WH =Whhe
07 =7 5MQ =1 ype V Square Meat -
08=8 5WQ =Type V Square Wide
09 =9 5XQ =Type V Square Extra Wide
10 =10 RW= Rectangular Wide
SLL =90° Spill Light Eliminator Left
SLR =901 Spill Light E; minator Right
Options ;Acid as Soil' pit Accessories }Order Sep arat.hi
2L =Two Cim.Bsr'' OA /RA1016 =NEMA Photocontrol Multi -Tap - 105 -285V
7060 =70 CRI 60901(% OA/RAt027 =NEMA Photocontrol - 480V
8030 =80 CRI 3000K- OA /RA1201 =NEAIA Photocontrol - e47V
DIM =0 -10V Dimming D!'ivers''" OA /RA1013= Phgm,ontrot Shorting Cap
HA =50 °C High Ambient' OA /RA1014 =120V Photocontrol
L90=0phos Rotated 90° Left MA1252 =10kV Surge Module Replacement
LCF= A•9atrhing Housing and Light Square Frame Color MA7036 -XX =Single Tenon Adapter fa 2-3A8" O.Q. Tenon
MS /D€M-LXX= Morton Sensor for Dimming Qperation "''� "''° MA1037 -XX =2 '4r 380` Tenon Adapter for 2 18'0,D, Tenon
MS /X -Lxx; Motion Sensor for Co"Of€ Operation "' 40.}l MA1197 -XX =3 n,'120'1 Adapter for 2 -3ra' O.Q. Tenon
P= Button Type Photocantrot (120, 208, 240 or 277V) MA1188 -XX =4 ,rq- 90' Tenon Adapter for 2 -3r8' O.D. Tenon
R =NEMA Twistlook Photocontrol Receptacle MA1189 -XX =2 4r 90' Tenon Adapter for 2 -3!8" O.D. Tenon
R90=0ptics Rotated 90' Right MA1190 -XX =3 4r 90' Tenon Adapter' for 2 -3!8" O.D. Tenon
TH= T.c44e s Door Hardware MA719t -XX =2 rT 320` Tenon Adapter for &3'8'0,D, Tenon
AMBER =Amber LEDs s MA1038 -XX= Single Tenon Adapter f- 3-1A2" O.Q. Tenon
MT_rartor Installed {v ash To MAt039 XX 2 � 380` Tenon Ada tar for .'2' O D Tenon
Y p P
DIMRF -LW LumaWatt Wireless Sensor W,tl9 Lens for 8 - 36' Mounu,l Height 4s MA7192 XX 3 ; 320` Tenon Ada ter for 3 -1;2` O D Tenon
g 9 P
DIMRF -LN LunlaVJad Woe€ess Sensor Narrow Lens f.,116! - 40 PAountin Height 16 MA7193 XX 4 ; 90' Tenon Adaptor ro' 3-112'0,D, Tenon
g g P
MA1194 XX 2 ,§ 90' Tenon Adapter for 3-112' O.D. Tenor.
MA1195 -XX =3 ,o 90' Tenon Adapter for 3 -1/" O -D. Tenon
FSIR - 100 =Wireless Configuration Trutt for Occupancy Sensor 11
GLEON -MT# =Field Installed kilesi, Tap for 1.4 Light Squares
GLEOWMT2 =Field Instatled Mean Top for 5.6 Light Squares
GLE0N- MT3 =Fie1d Installed Mesh Top for 7.8 Light Squares
......... ......... ......... ......... ......... ......... ......... GLEON-MT4 Field Installed Mesh Top for 9.10 L ght Squares ......... ......... .........
Notes
F. Desiy„! i0ht. c. Aso, O 1i d. 1W iu vx w.d -.l ,"Iresorg 0001r' eii -ad 'oi acts:: et.,£ d Fan .ly tdodi.s ror ,£e ?ails.
2. Sand -14n", CC? r,,,i .fs Gnl.
8- lzsn N W. # Raccoo n.. air 2 li,lio, fF,, 3411-4,10V pp . -
..rUyb re4.,ir.d M-1 two cr-1.I ,rz,„ o.etodona.A "or 120 d,31- .q,it -F,. Ref., to- moan :nv,eq' 1. taiie.
5. Foil y irz IrpEed.
6. Nuts ,1A,to with E bitht. S,, in 3411ur 4801.
7 Nut a !I. 3e-il, Lun,,F,ry t wireless sensor
8- C.- 'aycu, Cooper Lighting rop,ese ,u,.e #o, lead timcxx and lumen ".0cphe,-
9.N, av,,iabc,with Eo,' 6 Light squaresla a4?Vo, 4891.
19- Consult you: CaoP.i ,"fling reP,asenI.- before .ids n9 JANI ,^nth 2L uptio:,.
It RotlE XX wittymaunring.1euten roetIcr' Proper soled€.", e. g.- MS,DiNI125-
12. 12eV " 21]160'e and 230" aCHZ only. Replac'F t .viii, soecitic voEta rye - Consult factory for xiailabiEify i, :34:11' an. 480V.
13, the FSIR 100 eccosse,y is req,,, ad tc an5us. Pararretars.
14. No: av�a .U. wi;e, HA or,han.
1S Replaeu X. ll .... ,,w,'t 1,, , it" nr 3 -n outpni mud. and re,c_ XX - h.., t"I, tooth, is lest for P,u},a, ror sefec,'_, e a. Fa S,3 -12a.
F6. En :naYYet , r,,F e £' Y _taE ed onlY q, .im.. et.vr 1 crt,nP.", ?' s Rf fiv,1 RF ,Glke#, end £iF ROU f 1r, ap,,'n' etc R ."t'p s. x,, w.h.v cc,onc,h lh mq (o: L1,11 Ya t Inplire:io ,:n er 11to",
17 This teoi eneb.es sal; ,l ,t.t ire an to s ,,ivA ng # -,l nd fear modes sc,, ,il; n,,, •.,ne de,e,, e,t.tf and more. Consult Your f2uoP' f -:,t.t ,, t,,, a ,ter? re ,or al -tn ,el ae.a Ea.
£ t E t C p Light q 6
Cooper Lighting 41 <2 9
by ' - N 1 u., .,,, - . , , 3ot 9 >, , , . < z �11,.
ADF1120541
2013 -10 -01 09:53:38
Li htin
SCALE: NTS
LUMINAIRE
SINGLE LUMINAIRE MOUNTING ARM
LIGHTING STANDARD
HAND HOLE ACCESS
BASE PLATE WITH COVER
Assembly Detail
,i , 1 _ -O _ _ -0 _ _ _ _
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Site Lightin
SCALE: 1" = 30' -0"
Plan
GRAPHIC SCALE
0 30'
NORTH
edi
engineering design initiative
1112 north 5th street
minneapolis, mn 55411
ph 612.343.5965 fax 612.343.5982
www.edilimited.com
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
Jay . Hrub
Y Y
Reg. No. 40290 Date
01/30/14
Computer File Name: E1.dwg
Project Number:
Date:
Drawn By:
Checked By:
14 -002
01/30/14
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F. Desiy„! i0ht. c. Aso, O 1i d. 1W iu vx w.d -.l ,"Iresorg 0001r' eii -ad 'oi acts:: et.,£ d Fan .ly tdodi.s ror ,£e ?ails.
2. Sand -14n", CC? r,,,i .fs Gnl.
8- lzsn N W. # Raccoo n.. air 2 li,lio, fF,, 3411-4,10V pp . -
..rUyb re4.,ir.d M-1 two cr-1.I ,rz,„ o.etodona.A "or 120 d,31- .q,it -F,. Ref., to- moan :nv,eq' 1. taiie.
5. Foil y irz IrpEed.
6. Nuts ,1A,to with E bitht. S,, in 3411ur 4801.
7 Nut a !I. 3e-il, Lun,,F,ry t wireless sensor
8- C.- 'aycu, Cooper Lighting rop,ese ,u,.e #o, lead timcxx and lumen ".0cphe,-
9.N, av,,iabc,with Eo,' 6 Light squaresla a4?Vo, 4891.
19- Consult you: CaoP.i ,"fling reP,asenI.- before .ids n9 JANI ,^nth 2L uptio:,.
It RotlE XX wittymaunring.1euten roetIcr' Proper soled€.", e. g.- MS,DiNI125-
12. 12eV " 21]160'e and 230" aCHZ only. Replac'F t .viii, soecitic voEta rye - Consult factory for xiailabiEify i, :34:11' an. 480V.
13, the FSIR 100 eccosse,y is req,,, ad tc an5us. Pararretars.
14. No: av�a .U. wi;e, HA or,han.
1S Replaeu X. ll .... ,,w,'t 1,, , it" nr 3 -n outpni mud. and re,c_ XX - h.., t"I, tooth, is lest for P,u},a, ror sefec,'_, e a. Fa S,3 -12a.
F6. En :naYYet , r,,F e £' Y _taE ed onlY q, .im.. et.vr 1 crt,nP.", ?' s Rf fiv,1 RF ,Glke#, end £iF ROU f 1r, ap,,'n' etc R ."t'p s. x,, w.h.v cc,onc,h lh mq (o: L1,11 Ya t Inplire:io ,:n er 11to",
17 This teoi eneb.es sal; ,l ,t.t ire an to s ,,ivA ng # -,l nd fear modes sc,, ,il; n,,, •.,ne de,e,, e,t.tf and more. Consult Your f2uoP' f -:,t.t ,, t,,, a ,ter? re ,or al -tn ,el ae.a Ea.
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Cooper Lighting 41 <2 9
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ADF1120541
2013 -10 -01 09:53:38
Li htin
SCALE: NTS
LUMINAIRE
SINGLE LUMINAIRE MOUNTING ARM
LIGHTING STANDARD
HAND HOLE ACCESS
BASE PLATE WITH COVER
Assembly Detail
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SCALE: 1" = 30' -0"
Plan
GRAPHIC SCALE
0 30'
NORTH
edi
engineering design initiative
1112 north 5th street
minneapolis, mn 55411
ph 612.343.5965 fax 612.343.5982
www.edilimited.com
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
Jay . Hrub
Y Y
Reg. No. 40290 Date
01/30/14
Computer File Name: E1.dwg
Project Number:
Date:
Drawn By:
Checked By:
14 -002
01/30/14
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