Parking Lot Plans Updated 7-19-19PLAN SYMBOLS
EXISTING RIGHT OF WAY UNE — — — — — —
PROPOSED SETBACK _.._ .......... .... _.... .._...... y;5y1.._....
UTILITIES SYMBOLS
UTILITY POLE
GOVERNING SPECIFICATIONS
GUY OR ANCHOR
THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
STREET LIGHT
G
TELEPHONE PEDESTAL
iOE0
GAS MAIN
`;As
EXISTING WATER MAIN
I
ELECTRIC BOX
—0
TELEPHONE CABLE
TELE
ELECTRIC CABLE
su:O
EXISTING STORM SEWER
> —
EXISTING STORM MANHOLE
NO.
EXISTING SANITARY SEWER
>`
EXISTING SANITARY MANHOLE
O$
GATE VALVE
SITE PLAN, GRADING PLAN AND EROSION CONTROL (CORPORATE PLACE)
PROPOSED GATE VALVE
NO.
EXISTING HYDRANT
�.
CABLE TELEVISION BURIED —
CAN
FIBER OPTIC CABLE
FO
MAILBOX
91D
TRAFFIC SIGNAL UNE
SIG
TRAFFIC SIGNAL HAND HOLE--Q--
NO.
EXISTING CATCH BASIN
STORMTECH DETAILS
PROPOSED WATERMAIN
NO,
PROPOSED HYDRANT
OVERALL PARKING PLAN (CORPORATE PLACE)
PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
BITUMINOUS (LIGHT DUTY)
CONCRETE
PAVERS
GUTTER OUT CURB
SCALES
GOVERNING SPECIFICATIONS
PLAN—
THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
PROFILE—HORIZ.—
"STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN.
VERT.—
EXISTING CONDITIONS (ORIGINAL SITE 2970 WATER TOWER)
CROSS—SECTIONS—
0 10
PROJECT LOCATION
LIFE TIME
LOT 1, BLOCK 1 ARBORETUM BUSINESS PARK 5TH ADDITION
CONSTRUCTION PLAN FOR: PARKING LOT CONSTRUCTION, GRADING, CONCRETE CURB & GUTTER INSTALLATION,
STORM SEWER, AND OTHER RELATED WORK.
MINOR PARKING STALL ADDITION LOCATED AT: LOT 1, LOT 2, AND LOT 3 BLOCK 1
LIFE TIME FITNESS 2ND ADDITION
NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS
GOVERNING SPECIFICATIONS
BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR
THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING
"STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN.
CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER
EXISTING CONDITIONS (ORIGINAL SITE 2970 WATER TOWER)
STAT ON CA 1-800-252-1166 OR 651-454-0002
ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY
COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECTALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD,
QUALITY LEVEL D. THIS UTILITY DUALITY LEVEL WAS DETERMINED
INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS"
ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED
ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE
"STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF
SHEETING.
EXISTING SUBSURFACE UTILITY DATA."
SITE PLAN AND UTILITIES (2970 WATER TOWER)
0
INDEX
SHEET
NO.
C1.0
TITLE SHEET
SHEET
NO.
C2.0
EXISTING CONDITIONS (ORIGINAL SITE 2970 WATER TOWER)
SHEET
NO.
C3.0
INTERIM CONDITIONS (2970 WATER TOWER)
SHEET
NO.
C4.0
EXISTING CONDITIONS (CORPORATE PLACE)
SHEET
NO.
C5.0
SITE PLAN AND UTILITIES (2970 WATER TOWER)
SHEET
NO.
C6.0
GRADING PLAN AND EROSION CONTROL (2970 WATER TOWER)
SHEE7
NO
C7.0
SITE PLAN, GRADING PLAN AND EROSION CONTROL (CORPORATE PLACE)
SHEET
NO.
C8.0
LANDSCAPE PLAN (2970 WATER TOWER)
SHEET
NO.
C9.0
LANDSCAPE PLAN (CORPORATE PLACE)
SHEET
NO.
C10.D
DETAILS
SHEET
NO.
C11.0
STORMTECH DETAILS
SHEET
NO,
012.0
OVERALL PARKING PLAN (CORPORATE PLACE)
SHEET
NO.
013.0
STORM WATER POLLUTION PREVENTION PLAN
SHEET
NO.
E0.1
ELECTRICAL SITE PLAN (2970 WATER TOWER PLACE)
SHEET
NO.
EO.2
PHOTOMETRIC SITE PLAN (2970 WATER TOWER PLACE)
THIS PLAN CONTAINS 15 SHEETS
CITY OF CHANHASSEN
RECEIVED
JUL 19 2019
CHANHASSEN PLANNING DEPT
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EXISTING RIGHT OF WAY UNE — — — — — —
PROPOSED SETBACK
UTILITIES SYMBOLS
UTILITY POLE
R
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STREET LIGHT
TELEPHONE PEDESTAL
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PROPOSED HYDRANT
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BITUMINOUS (LIGHT DUTY)
BITUMINOUS (HEAVY DUTY)
REMOVE CONCRETE
NOTES:
1, THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS OF UTILITIES PRIOR TO
COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE
ONE CALL AT 1-800-252-1166 OR 651-454-0002.
2. PROTECT ALL AREAS OF DISTURBED SOIL WITH SILT FENCE AND/OR BIOLOGS AS
NECESSARY TO PREVENT THE MIGRATION OF SEDIMENT.
3. ALL DISTURBED BOULEVARD AREAS TO BE RESTORED WITH 6' TOPSOIL AND SOD.
4• OPEN EXCAVATION AREAS MUST BE PROTECTED FROM THE GENERAL PUBLIC BY
SAFETY FENCE OR OTHER MEANS NECESSARY.
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UTIOTY POLE
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.. . .... ......... . ..
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I. MZTA� 1�NAME REG. MO.STAMP
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PLAN SYMBOLS
EXISTING RIGHT OF WAY UNE — — —
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UTILITIES SYMBOLS
UTILITY POLE
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GUY OR ANCHOR
,
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any
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tJ.
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PROPOSED CATCH BASIN
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I
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I
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24" Mn
Rs fi003YC
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2970 WATER TOWER PLACE
LOT 1, BLOCK 1
ARBORETUM BUSINESS PARK 5TH ADDITION
Existrlg Zoning
PUD- Planned Unit Develapment
Proposed Use
Life Time - Parking Lot
Lot Area
2.68 acres
Ex. Building Area
WA
Prop. Building Area
WA
Ex. Impervious
21,291 sq B (2970 Water Tower)
Prop. Impervious
62,250 sq it (2970 Water Taxer)
Existing Parking
126Stz1ls(Induding2932Water Tower)
Proposed Parking
300 Stalls (including 2932 Water TaWer)
Required Parking
WA
Lot Coverage
Parting Lot
53.314
PervouMGraen Space 46.7%
II DRAWING LOG 1
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2900 CORPORATE PLACE
PIN 254280030
EXISTING PARKING (AFTER COMPLETION OF SLIMING):
301 REGULAR PARKING STALLS
8 HANDICAP STALLS
PROPOSED PARKING ADDITION:
18 REGULAR PARKING STALLS
TOTAL PARKING AFTER PROJECT:
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3 MOTORCYCLE STALLS
7 HANDICAP STALLS
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15 REGULAR PARKING STALLS
1 HANDICAP STALL
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312 REGULAR PARKING STALLS
3 MOTORCYCLE STALLS
8 HANDICAP STALLS
7.
717
2901 CORPORATE PLACE
PIN 254280010
EXISTING PARKING:
466 REGULAR PARKING STALLS
10 HANDICAP STALLS
"" •-•---- -PROPOSED-PARKING ADDITION:
78 REGULAR PARKING STALLS
2 HANDICAP STALLS
TOTAL PARKING -AFTER P.ROJECT:....
545 REGULAR STALLS
12 HANDICAP STALLS
PROPOSED STALLS 18' LONG X 9' MADE
DRIVE AISLES 26' WIDE
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IssuE DATE: Irmo
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Pusurwnons
LX7.5' S""BITUMINOUS WEAR COURSE
SPWEB34OF BITUMINOUS BASE COURSE
8" CLASS 5 AGGREGATE BASE
APPROVED, COMPACTED SUBGRADE
PAVEMENT SECTION (BITUMINOUS HEAVY DUTY)
BIOI 0 D TAI
I II I I III -1 I I-1 I L I I-111= I I-1 I _II I I
2' DEEP TRENCH
r SEDIMENT CONTROL LOG
FLOW
IT
PLACE IN SHALLOW TRENCH (1"-2" DEPTH)
8"-10" EMBEDMENT DEPTH
BIOLOGS:
STAKE INTO THE GROUND PATH WOOD STAKES WHERE BIOLOGS WEIGHT WILL
NOT ENSURE THE LOG REMAINS IN PLACE AND SURFACE ALLOWS. WOOD
STAKES ARE A MINIMUM OF .5' % 2" BY 16" LONG. WOOD STAKES DRIVEN
THROUGH BACK HALF OF BIOROLL OR COMPOST LOG AT AN APPROXIMATE
45' ANGLE WITH TOP OF STAKE POINTING UPSTREAM. WHEN MORE THAN 1
BIOROLL/COMPOST LOG IS NEEDED. OVERLAP ENDS A MINIMUM OF 6"
AND STAKE WHERE SURFACE ALLOWS.
BIOLOG DETAIL
WNE MESH REINFORCEMENT GEOIEXBLE f'AERIC
POST SP4�E_N
FABRIC ANCHORAGE TRENCH.
BACKFlLL WITH TAMPED
NATURAL SOL
010.EGTuIN.
0.u�N -OFF
�5" MIN.
NOTE 9 T F N 0 TAI
1. SILT FENCES CONSTRUCTED WM SUPPORT FENCES, POSTS SHALL BE
SPAGM AT 10' OR LESS, AND DRIVEN AT LEAST V INTO ME GROUND.
2L SILT FENCES CONSTRUCTED WMOUT SUPPORT FENCES, POST SHALL BE
SPACED AT l OR LESS, AND DRIVEN AT LEAST ]' INTO ME GROUND.
IWNE OR WRE BATES PLACED ON
B EDGE, BUTTED TIGHT A
POINT A MUST BE
HIGHER MAN PGNT aTWO N2' X 2' WOOD STARES OR POINT,,
'AGI BALE AND EMBEDDED
IN GROUND 10' MINIMUM.
3' EARM FlLL SIU. 1.1B5. PER
M CE POST - 6' LONG
SHOW
FENCE
SPACING FOR
ALE DITCH CHECK
IPW +GRADE SPADING FLOy
STAKE 115 TAKE
w
OPTION 1 y OPTION 2
BA HAYBA HAY OR SIRAW DR HCHECK-
TOH
BE USED WM SNOW FENCE AT LOCATIONS AS SHOWN ON PLAN SHEETS.
ALSO10 BE BY USED
ENGINEER, WMOUT SNOW FENCE AT OMER LOCATIONS AS
DIRECTEDREV: ]/2006
EROSION CONTROL DETAIL
Y' RADIUS -\ 1/2' RADIUS
3" RADIUS 1
1/2" RADIUS c
SLOPE 3/4' PER FT -
12'
T 12' 8"
CONCRETE CURB AND GUTTER 8612
3' RADIUS
I( 1�/2' RADIUS
3" RADIUS 1
-1/2" RADIUS
IR SLOPE OR MATCH 3�. n
y BINMINOUS SLOPE
A «
d• _ • .. ♦ W
CONCRETE CURB AND GUTTER 8612 (GUTTER OUT)
LX1.5' SPWEA340F BITUMINOUS WEAR COURSE
2' SPWES34OF BITUMINOUS BASE COURSE
[L B" CLASS 5 AGGREGATE BASE
APPROVED. COMPACTED SUBGRADE
PAVEMENT SECTION (BITUMINOUS LIGHT DUTY)
4" CONCRETE
4" CLASS 5, AGGREGATE BASE
APPROVED, COMPACTED SUBGRADE
SIDEWALK SECTION (CONCRETE)
5" CONCRETE
CLASS 5, AGGREGATE BASE
PAD SECTION (CONCRETE)
CONCRETE IV
GUTTER
PLAN
CLEAR ROCK (3/4" TO 1 1/2')
2 K ]'
CONCRETE
PROPER
12' THICK
MIN.
YELLOW
"NO PARKING
CURB AND GUTTER
UNE
RUNOFF WATER 18'
4' PVL OVERFLOW PIPE
AN ABRUPT TRANSITION.
6' OR 1/4 Be WHICHEVER60'
B618
MINIMUM
SEDIMENT
WM 1/2' PERFORATIONS
SECTON/FOOT
3/4" OOT
k3
COVER SLAB
D
INSTALLWITH
e' B' B'119R-1»]
3
18" 18'
PARKING
ORF 'UMNL
-SPRING LINE
AS PIM
_9 SLAB M OR APP.— E_
EXPOSEDL
B
II. L�:i «Iore°°'
_,jl�ll 1�"
II_ITII
6"
A
6
D
SEDIMENT
FILMNED WATER
-
WIRE MESH
s - '4
B
—EXPANSION JOINTS
QUADRANT TO BE
(1/2' BY 1/2')
FOR VIOLATION
POURED INTEGRALLY
IM CURB
CONCRETE IV
GUTTER
PLAN
- SUITABLE MATERIAL
2 K ]'
4- WIDE WHITE STRIPE (TYP)
OPENING
MANHOLE
PARKINSIGN
(REFER TO SIGGN DETAIL)
MIN.
YELLOW
"NO PARKING
D
BELLY FLOW CHANNEL TO FORM
SMOOTH TRAFFIC CROSSING, NOT
SIGN
WIDTH VARIES
AN ABRUPT TRANSITION.
6' OR 1/4 Be WHICHEVER60'
B618
-NO. 4 BARS 0 15' O.C.
RDN ORRCE SLAB
FOR STREET LanolrvG
SECTON/FOOT
3/4" OOT
k3
COVER SLAB
D
VEHICLE ID
e' B' B'119R-1»]
3
18" 18'
PARKING
SECTION B -B
ORF 'UMNL
CONCRETE IV
GUTTER
OR BC/B WHICHEVER \
LARGER NATURAL
ER
GRANULAR BEDDING TEP_ RirnGa ALL " Ts
SPECS. R.C.P. BARREL
SECTION
PRECAAT C... BLOCK
SEGnqu MASONRY TO BE
SE ONLY WHERE
NOTE: ALL COSTS OF EXCAVATION BELOW GRADE
AND PLACEMENT OF GRANULAR BEDDING
SHALL BE INCLUDED IN THE BID PRICES
FOR PIPE ITEMS.
CLASS B TYPE
S1EP5
- SUITABLE MATERIAL
2 K ]'
4- WIDE WHITE STRIPE (TYP)
OPENING
MANHOLE
PARKINSIGN
(REFER TO SIGGN DETAIL)
F PIPE C
YELLOW
"NO PARKING
MENSION CHART
SIGN
MANHOLE TYPE
6' OR 1/4 Be WHICHEVER60'
C D F G
n' a se' tot'
w
RDN ORRCE SLAB
FOR STREET LanolrvG
IS LARGER (12" MAXIMUM)
COVER SLAB
VEHICLE ID
e' B' B'119R-1»]
OR R-,NEBN
PARKING
15.521.537.5 1A.5 ]0'
ORF 'UMNL
-SPRING LINE
AS PIM
_9 SLAB M OR APP.— E_
2 - ] MOS
RINGS /RTUR
II. L�:i «Iore°°'
PIASTER
OUTSIDE, STRIKE
SIOE CIFAN.
OR BC/B WHICHEVER \
LARGER NATURAL
ER
GRANULAR BEDDING TEP_ RirnGa ALL " Ts
SPECS. R.C.P. BARREL
SECTION
PRECAAT C... BLOCK
SEGnqu MASONRY TO BE
SE ONLY WHERE
NOTE: ALL COSTS OF EXCAVATION BELOW GRADE
AND PLACEMENT OF GRANULAR BEDDING
SHALL BE INCLUDED IN THE BID PRICES
FOR PIPE ITEMS.
CLASS B TYPE
BEDDING
MANHOLE TYPE
SN.T -T �H
�MAWW6_TRP.w�'
ANN=�.
B THRU G
a
4- WIDE WHITE STRIPE (TYP)
ACCESSIBLE ACCESS AISLE.
THESE AREAS ARE TO
PARKINSIGN
(REFER TO SIGGN DETAIL)
BE PAINTED
YELLOW
"NO PARKING
SIGN
MOTORCYCLE
Z.
PLRW -1
PARKINGxL
VEHICLE ID
PARKING
REQUIRED
II. L�:i «Iore°°'
ONLY
UP TO $200 FINE
w
FOR VIOLATION
�AAIWIxc LOT aMWNK a OTxw
VAN
ACCESSIBLE
A5 PIR INTALm 1A,o,T
ADA PARKING SIGN
MOTORCYCLE ONLY PARKING
ACCESSIBLE PARKING BOLLARD
CATCH BASIN W/O CASTING SEOIMENTATON BARRIER
EFLECTOR PLATE
OVERFLOW 1 - CENTER
OF FILTER ASSEMBLY
- OVERFLOW 2 -HOP OF
CURB BOX
— 10' FILIER ASSEMBLY
CATCH BASIN INLET PROTECTION
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o.�
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PLACF. fIOTEUND FABRIC 9�
UNDER DOG(
CASTINGS SHALL BE NEENAH R -3067-V OR EQUAL
STANDARD INLET CASTING
1.00' TO BACK OF CURB UNE
2' CLEAN BOCK NEENAH CASTING R -3067-V
70P OF GRATE
ELEV. -SEE
PLAN.
2-3 ADJUSTING RINGS
W MORTAR JOINTS - PLASTER
7T--- 0 TSIDE. STRIKE INSIDE CLEAN
PRECAST OR SEGMENTAL
BLOCK CONSTRUCTION.
NOTE: CONSTRUCTON ENTRANCE MUSTHAVE A MINIMUM HEIGHT OF 2 -FEET ABOVE
ME ADJACENT ROADWAY WIN MAXIMUM SIDE SLOPES OF 4:1
ROCK CONSTRUCTION ENTRANCE
CROSS -HATCHED AREA,
STRIPE 0 24" OC FOR
4- WIDE WHITE STRIPE (TYP)
ACCESSIBLE ACCESS AISLE.
THESE AREAS ARE TO
PARKINSIGN
(REFER TO SIGGN DETAIL)
BE PAINTED
YELLOW
"NO PARKING
SIGN
"NO PARKING'
MARKING AND 18'-0"
CROSS HATCH
9'-0' .. 9'-0"
NOTE:PARKING SPACES AND ACCESS AISLES SHALL
COMPLY WTH SECTION 302 AND HAVE SURFACE SLOPES
NOT STEEPER MAN 1:48. ACCESS AISLES SHALL BE AT THE
SAME LEVEL AS THE PARKING SPACES THEY SERVE.
ACCESSIBLE PARKING
PRECAST- 6' POURED
TYPE "B" CATCH BASIN
LIFETIME
THE HEALTHY WAY OF LIFE COMPANY
2802 CORI`OMTE RACE CWW HASSEN, MN 5St1
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SSUEDATE 07/17/19
WTC 10.00
PLBUCATIONS
APP. NUMBER:
t '..�f3-t{t._ k. .....
1. CHAMBERS SHALL BE STORMTECH SC -140.
2. CHAMBERS SHALL BE ARCH-SHAPEO ANDSHALL BE MANUFACTURED FROM VIRGIN. IMPACTAIODIFIEO POLYPROPYLENE
COPOLYMERS.
3 CHAMBERS SHALL MEET THE REWIREMENTS OF ASTM X241&1611. STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)
CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'.
4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD
IMPEDE FLDW OR LIMIT ACCESS FOR INSPECTION.
5, THE STRUCTURAL DESIGN OF THE CHAMBERS TIE STRUCTURAL SACKFLL AND THE INSTALLATION REQUIREMENTS SHALL ENSURE
THAT THE LOAD FACTORS SPECIFIED IN THE AASNTO LRFD BRIDGE DESIGN SPEC F CAT ONS. SECTION 12.12, ARE MET FOR: 1)
LONGDURATON DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE PASHTO DESIGN TRUCK WITH CONSIDERATION
FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.
6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWAELE LOAD CONFIGURgTONS DETERMINED IN ACCORDANCE WITH ASTM F2167,
•STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS•.
LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<l MIN) AAMTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)
MA%IMUM PERMANENT (T&VR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1 -WEEK) PASHTO DESIGN TRACK.
1. REQUIREMENTSFORIWIDLINGANDINSTALLATION:
TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL. -FLOCKING
STACKING LUGS.
• TOENSUREASECURE JOWT DURING INSTALIATIONAND BACKFILL THE HEIGHTOF THE CHAMBERJOINT SHALL NOTSE LESS
THAN Y.
• TOENSU 82.6 OF ASTM INTEGRITY OF MALL
HSHAPEOVRINGREQU LTION. 5WLB-N.
B)THE ARCH Db)T SS RESIST TAJMBE DEFINED IN
SECTION 8.2.8OF ASTM X2416 SHALL BE GREATER THAN OR EQUAL T0550. CHA A EAND b) TO RESIST CHAMBER DEFINED
DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE ]3• F 129' C). CHAMBERS SHALL BE PRODUCED FRpA
REFLECTIVE GIXD M YELLOW COLONS.
B. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN
ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT STRUCTURAL EVALUATION FOR APPROVAL BEFORE
DEUVERMG CHAMBERS TO TIE PROJECTSIM AS FOLLOWS:
THE STRUCTURAL EVALUATION SHALL M SEALED BY A REGISTERED PROFESSIONAL ENGINEER.
• THE STRUCTURAL EVALUATION SNALL DEMONSTRATE THAT ME SAFETY FACTORS ARE GREATER THAN OR EQUAL T01.95 FOR
DEAD LOAD ANO 1.75 FOR LIVE LOAD. THE MINIMUM REQUIRED BY ASIA F27U AND BY SECTIONS 3 AND 12.12 OF THE AAMTO
LRFD BRIGGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.
• THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN
EXCEPT THAT IT SHALL BE THE ]&YEAR MODULUS USED FOR DESIGN.
9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN 1509001 CERTIFIED MANUFACTURING FACILITY.
M-'<'TPh' _T_.0=£` '':.'_%IC AN1 lf'.SY€ F'[-a.^,t';>•::,': P-T-1Ft'_'_EM_
1.^ STORMTECHS0T40 CHAMBERS SHALL NOT BE INSTAUEO UNTIL THE MANUFACTURERS REPRESENTATIVE HAS COMPLETED
PRELONSTRUCTION MEETING WITH THE INSTALLERS.
2. STORMTECH SO]4D CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH ME'ETORMTECH SC-3101SC-11-C]60 CONSTRUCTION GU IDE'.
S. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.
STORMTECH RECOMMENDS 3 BACKFILL METHODS:
STONESHOOTER LOCATED OFF THE CHAMBER SED.
BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGMDE.
• BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.
4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS,
S. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.
6, MAINTAIN MINIMUM -6•(150 mm) SPACING BETWEEN THE CHAMBER ROWS.
]. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN.CRUSHED , ANGULAR STONE 3/ 4-T ODLSS mmj.
B. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN
ENGINEER.
B ADS RECOMMENDS THE USE OF'FUWITORM CATCH IT INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE
STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.
......:...............:...............................................................................
1. STORMTECH SG740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH ME'STORMTEGH SG310ISC-]4WOG]80 CONSTRUCTION GUIDE'.
2. THE USE OF CONSTRUCTION EQUIPMENT OVER SG740 CHAMBERS IS LIMITED:
• NO EQUIPMENTISALLOWEDONBARECHAMBERS.
• NO RUBBER TIRED LOADERS. WMP TRUCKS. OREXCAVATORS ARE ALLOW ED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE
WITH THE& MTELH SO31GlSC IGTG]60 CONSTRUCTION GUIDE'.
• WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN ME 'STORMTECH SC-310/SG74NDC.780 CONSTRUCTION GUIDE•.
3. FULL 36'(NO mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.
USE OF A DOZER TO PUSH EMBEDMENT STDNE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IB NOT AN
ACCEPTASLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY ME 'DUMP AND PUSH- METHOD ARE NOT COVERED UNDER THE STORMIECH
STANDARD WARRANTY.
CONTACT STORMTECH AT 1286-892.2696 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.
ACCEPTABLE FILL MATERIALS: STORMTECH SC -740 CHAMBER SYSTEMS
MATERIAL LOCATION
DESCRIPTION
AASHTO MATERIAL
UET(27)mm) UIS -(41. mm)EBN
.5• (13EOBT/SCT/OEPEOBIPL
E006/SCT40EPEWBPC
CLASSIFICATIONS
COMPACTION /DENSITY REQUIREMENT
O
FINAL FILL: FCL MATERIAL FOR LAYER OTTOM O STARTS FROM THE
Top E'C'LAYER
WISHED MOF REXIBLN
ANY SO S0ILS.OREERENGINEER'SPLgNS.
19.Y
PREPARE PER SITE DESIGN ENGINEERS PLANS. PAVED
C
AVEMEN
PAVEMENTORBAEMAFINISMED G
UNPAVED THAT
ECKPK SFRMPANATIVEMEN
CHECK PIANS FORPgVEMENT SUBGRAOE REpGREMENTS.
WA
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
1Y (300 mm)
ITEABOVE.NOTE
PAVEMENTSUBBASE AMY BE PMT OF THE'D' LAYER
:ONCRETE STRUCTURE
E15T/SC)40EPE15TPC
SC]40EPE15BISL]OOEPEISBPG
PREPARATION REQUIREMENTS.
10A'Hfii mm) 9.0'G. mm)
WRIA FILL FILL MATERIAL FOR LAVER L STARTS FROM THE
GRANULAR WEULGRADED SOIUAGGREGATE MU(LLIRE., c FINES OR
MSHTOMl45'
Ml, Aad, A3
BEGIN COMPACTIONS AFTER 12'(300 m.) OF MATERUL OVER
THE CHAMBERS IS REACHED
C
TOP OF THE EMBEDMENT STONE (11' LAYERI TO III' (IN mm)
PROCESSEDAGGREGATE.
19.T (500 mm)
COMPACT ADO TIONA LAYERS IN
R' (IN mm)MAX LIFTS TOA MIN. 95% PROCTOR DENSITY FOR
SC]40EPE24B'
ASOVE THE TOP OF THE CHAMBER NOTE THAT PAVEMENT
SUBBASE MAY BEA PART OFTHE'C LAYE0.
MOST PAVEMENT SUBBASE MATEftIgL3 CAN BE USEDMLIEU OPTIMA&
OR
WELL GRADED AUTERIA AND BS%RELATNE DENSNFOR
PROCESSED AGGREGATE MATERIALS ROLLER GROSS
LAYER
AASHTOM43'
VEHICLE WEIGHT NOT TO EXCEED 0.000 M(53 LA). DYNAMIC
3,39].4,467,5.5657,667, 88. i, TS,B. BB. e. tO
FOR CENOTTOEXCEE02B00010F(NNN).
B
EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS
FROM THE FOUNDATION STONE CA' LAYER) TO ME'C'IAYER
CLEAN. CRUSHED, ANGULAR STONE
MSMO M13'
ABOVE.
3.351.4, 481. S, 56 51
NO COMPACTION REQUIRED.
A
FOUNDATION STGTIE: FILL BELOW CHAM
SBERS FROM THE
UBGRADE UP TO THE FOOT(BOTTOM) OF THECHAMBER.
CLEAN. CRUSHEO,ANGUlA95TONE
AASHfO M43•
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.-
3.3S194fi>55657
1. TIE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR, FOR EKAMPLE. A SPECIFICATION FOR /M STONE WOULD STATE; •WEAN. CRUSHED. (gASHT01.M
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR A' LOCATION MATERIALS MEN PLACED AND COMPACTED IN 6'(IN mm) (MW LIFTS USING TWO FULL COVERAGES WITH A VISRATORYCOMPAC ED.
ANGULAR N0.4 S) STONE'.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY HARING OR DRAGGING WITHOUT COMP ACTIDNEQUIPMENT. FGR SPECIAL LOAD DESIGNS. CONTACT STGRMTECH FOR
COMPACTION REQUIREMENTS.
4. GLACE IAYER'C'IS PLACED, ANY SOILrtLATERIAL CM BE PLACED IN LAYER D' UP TO THE FINISHED GRADE, MOST PAVEMENT SUBBASE SOILS CM BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAXER 'COR'DATTIRE SITE DESIGN ENGINEER'S DISCRETION.
ADS GEOSYNTHETICS NIT NON -WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A S B LAVERS PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEFRI
Lr t
PERIMETER STONE .` `_ `- D '�M ` 9
mmvmc .
C
(SEE NOTE 5)
. - 8.1150 mm)MIN N50 mmj MIM (2A Km)
EXCAVATION WAL(CAN y
BE SLOPED OR VERTICAL)
SO
(]fi0 m)
LDEPTH OF STONE TO BE DETERMINED
SC T4O BY SITE DESIGN ENGINEER 6' (IN mm) MIN
12'(300 mm)MIN ND CAP
12' SANG SECTION
6•
(i50 300
5111295 mm1 1T 1mm)lYP
//J}
14mm)MIN
SUBGRAOSOILS J
,VOTES: (SEE No. 4) 4. 0R41NTILE
1. CHAMBERS SHALL MEETME REQUIREMENTS OF ASTM F2418-1611, STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORNN A FR COLLECTION CHAMBERS'.
2. SC-]40CHAMBERS SHALBEDESIGNEDINACCORDANCEWITHASTMF2ie]STINDAPDPRACTGEFORSTRLK:TU--IIGNOFTHERMOPLASTICCORRUGATEDWALSTORMWATERCOLLECTIONCHAMBERS'.
S. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWASLE BEARING CAPACITY) OF ME SUBGFUGE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FON THE RANGE OF EXPECTED SOIL MOISTURE M-
4. PERIM
ONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATON WALLS.
5. REDUIREMENTS FOR HANDLING AND INSTALLATION:
• TO MAINTAIN THE WIDTH OF CHAMBERS WRING SHIPPING AND HANDLING, CHAMBERS SHAL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
• TO ENSU RE A SECURE JOINT DURING INSTA ATION AND BACKFILL THE HEIGHT OF ME CHAMBER MINT RHAI I NOT PF1F 11..Nr
TOE SURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANTAS DEFINED IN SECTION 62.8 OF ASTM X2418 SHALL BE GREATER THAN OR EQUAL TO 550
LRS/INSN. AND D) TO RESIST CHAMSER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73' F / 23• C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE SOLD OR YELLOW
COLORS.
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
INSPECTION PORTS OF PRESENT)
A.1. REMOVEOPEN LID ONNYLOPLASTINLINEDRAIN
AL2. REMOVEANOCLEANFUE STORMFILTERIFINSTALED
AS USING A FLASHLIGHT LAID STAOU ROD. MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
B. A
0.5. LLIF SEDIMENT IS AT. OR ABOVE 3• (80 mm) PROCEED TO STEP 2. IF NOT. PROCEED TO STEP 3.
REO ERROWS
B.1 REMOVE COVERFHOM SSPECTDOWN UE IEPM EN DOW ISOLATOR ROW
B2 USINRRORSO POLES
INSPECT MAY'S U89D TO AV ID A CONFINED
PPE
SPCC
FGUORSONPOLESORCA &FOR AMY FINED SP CEENTDACONFNEO SP ANHOLERY
i) FOLLOW OBRA. OR AE TIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
8.3. IF SEDIMENT IS AT OR ABOVE. 3' (60 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLFANOUTISOL- ROw USINGTHEJETVACPROCESS
A FIXED CULVERT CLEANING NOELE WITH REM FACING SPREAD OP 65' (1.1 m) OR MORE IS PREFERRED
B. APPLY NULTPLE PASSES OF IETVAC UNTIL --US. WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REWIRED
STEP 3) REPLACE ALL COVERS. GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1. INSPECT EVERY 6 MONTHS DURING TME FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OSSERV CNS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2. CONDUCTJETTNGANDVACTORB4 NUALLYORNHENINSPECTIONSHOWSTHATMANTENANCEISNECESSARY.
COVER ENTIRE ISOLATOR ROW WITM AOS
GEOSYNTHETICS WIT NON -WOVEN GEOTEXTILE
S' OA ml MIN WIDE
STORMTECH HIGHLY RECOMMENDS
FLE%STORM PURE INSERTS IN AHV UPSTREAM
STRUCTURES WITH OPEN GRATES
SC -740 TECHNICAL SPECIFICATION
N.
Imo- II 12504 mm) ACTUAL LENGTH -1
A,btiA
OPTIONAL INSPECTION PORT
3D.o•
nee mm)
1
(1295 mm) -•I
NOMINAL CHAMBER EPECIFICATGNS
SIZE(W X H X INSTALLED LENGTH) 51.0' X 30.0'XBSA• (1295 mm X 182 mm X 2189 mm)
CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m•)
INIMUM INSTALLED STORAGE' ]4.9 CUBIC FEET (2.12 m'1
WEIGHT 150 E6. (33.6 N9) _I -I
•ASSUMES 6- M mm) STONE ABOVE, BELOW AND BETWEEN CHAMBERS'1 A I` A -1
1 1 1
S
PRE -PAS STUBS AT BOTTOMOF END CM FOR PART NUMBERS ENDING
6
PRE FPB SLABS AT TOP OF END CAP FOR PART NUMBERS ENDING YRTN-IT T
PART STUB A B C
E06T/SCl40EPE06TPC
I SC]40EPEOBBPC
fi'(150 mm)
UET(27)mm) UIS -(41. mm)EBN
.5• (13EOBT/SCT/OEPEOBIPL
E006/SCT40EPEWBPC
8'(200 mm)
12.2(910 mm)
'(16EtOT/SCT4BEPEIOTPC
B
1P D50 mm)
19.Y
MANIFOLD
C
24'X 24 -ED ADS N-12 ------�-
(940(STEtOB/SCT4BEPE108PC
PIPE CONNECTION
Et2TISCT40EPE12lPC
1Y (300 mm)
M.]'(9i3 mm) I—(318E12B/$C]40EPE12BPC
:ONCRETE STRUCTURE
E15T/SC)40EPE15TPC
SC]40EPE15BISL]OOEPEISBPG
iS 13T5 mm)
10A'Hfii mm) 9.0'G. mm)
1.1'193 mm1
SC140EPEteTISC]IOEPEIBTPC
10'(450
(121
ADERDRAIN
SCT40EPE18B/SCT40EPE18BPC
mm)
19.T (500 mm)
SC]40EPE24B'
24'(600 mm)
18.5'(410 mm)
0.1•(3 mm)
THE STUB IS FLUSH WITH THE SOTTOM OF THE END W. FGR ADDITIONAL INFOR IATION CONTALi STORMTECH AT ER OF
1288292-2884.
' FORTHE SCT40EPE24B THE 24' (fi00 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPRO%IMATELY 1.15' (N mm).
BACKFILL MATERIA SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO TAUT THE FITTING SITS LEVEL,
NOTE: PLL DIMENSIONS ARE NOMINAL
SC -740 ISOLATOR ROW DETAIL
NTS
\\
ISEE o6T
=ton ICI 1 Ay
PL•3{.'EM
LE t25P DFAo5 GEo9YMHEttc3915W11cWwEN 6 •• ^•`" •^,•.• :' .� •,-- ,,,., ..„,„ .„,. ... .. „,. ^-
OEDiEXiIEOWRBEooNCSTBNENIDUIIDERlEATH CHAMBER 0 ,
_ ..L.3
SG740 END CAP
TWO LAYERS OF ADS GEOSVNTHETICS 315WTK -
G OTEKTILE
OVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
V 0.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
PARTTYPE
ITEM ON
LAYOUT
DESCRIPTION
INVERT' MAXFLOW
PREFABRICATED END CAP
A
24'8 TTOM PREFABRICATED END CAP/TYP OF ALL 24- BOTTOM CONNECTIONS AND
ISOLATOR ROWS
0.10 -
MANIFOLD
B
24 X 24- BOTTOM, ADS N-12
0 10-
MANIFOLD
C
24'X 24 -ED ADS N-12 ------�-
0.10"
PIPE CONNECTION
D
24- BOTTOM CONNECTION
0.10•
:ONCRETE STRUCTURE
E
OCS (DESIGN B ENGINEER / PROVIDED BY OTHERS)
14.0 CFS OUT
:ONCRETE STRUCTURE WPNEIR
F
(D SIGN ENGIN ER i PROVID O ByOTHERS)
28.8 CFS IN
ADERDRAIN
G
6-ADSN-12 DUAL WALL PERFORATED HDPE UNDERORAIN
2902 CORPORATE PNCE CHAMASSEN, MN
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Storm Water Pollution ut on Pr
evention Plan
Life Time Parking Lot Addition
Life Time - Healthy Way of Life Company
Project Site Address:
2970 Water Tower Place, Chanhassen, MN
2900. 2901, 2902 Corporate Place, Chanhassen, MN
In County. Hennepin Co t Minnesota
Section 16, Township 116N, Range 23W
Project Owner: Life Time - Healthy Way of Life
2902 Corporate Place
Chanhassen, MN 55317
I. Introduction
The purpose of this project is to construct a parking lot addition at 2970 Water Tower Place
in Chanhassen, MN, The impervious surface will increase as a result of the new parking lot
pavement.
Minor parking stall additions are also proposed on 2902, 2901, and 2900 Corporate Place.
Project Area -
Total Project Size (Disturbed Area) - 2.51 acres
Existing Area of Impervious Surface - 26,259 sq, ft.
Post Construction Area of Impervious Surface - 88,083 sq. ft.
Total New Impervious Surface Area Created - 61,824 sq. ft.
Stormwosr Des— _Reef o -'on=
2970 Water Tower Place:
Drainage Area - 2.68 acres
Existing Discharge Rate Proposed Discharge Rate
2 -Year 3.81 cfs 0.96 cfs
10 -Yea 7.04 cfs 3.37 cfs
100 -Year 13.47 cfs 11.43 cfs
Filtration Basin - 100 -Year HWL - 999.40
Planned Construction Start Date - Summer 2019
Planned Construction Completion Date - Fall 2019
Discharge rates remain unchanged for parking atoll additions at the Corporate Place complex.
Special EnvironmentalConsiderations'
Was an environmental review required for this project or any part of a common
yim Storm ate
plan of development or sale that includes all or any portion of this project?
NO
Does any portion of the site have the potential to affect threatened or
a•acNpxm PoIIWrrlls)
endangered species or their critical habitat?
NO
Does any portion of this site discharge to a Calcareous fen and the letter of
approval from the DNR is located in the Project Manual?
NO
Will any portion of the site potentially affect properties listed on the National
wNm saw u•wy_ aA,w
Register of Historic Places or known or discovered archeological site?
NO
Have any Karst features been identified in the project vicinity?
NO
Is compliance with temporary or permanent storm water management design
�ovNlfran
requirements Infeasible for this project?
NO
Has the MN DNR promulgated "work in water restrictions' for any Public Water
aR •beeroin°
this site discharges to during fish spawning?
NO
All requirements listed in Part III of the Permit for the design of the permanent stormwater
management systems and discharge have been included in the preparation of this SWPPP.
These include but are not limited to:
1. The expected amount, frequency, intensity, and duration of precipitation.
2. The nature of stormwater runoff and run-on at the site.
3. Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream
channel and stream bank erosion.
4. The range of soil particle sizes expected to be present on the site.
Responsible Parties
• Owner - Life Time
• SWPPP Designer - Elfering & Associates. Contact: Kristina Elfering; Phone
763-780-0450
Training - University of Minnesota - Design of Construction SWPPP (May 31 2022)
• Contractor - To be determined
• Site Manager - To be determined
• Responsible Party for Long Term 0&M - Life Time
Copies of a current Erosion and Stormwater Management card issued by the University of
Minnesota shall be attached to the SWPPP as documentation of training,
II. SWPPP Coordination and Duties
The Contractor shall establish a chain of responsibility for their operations and their
subcontractors' operations to ensure that the Storm Water Pollution Prevention Plan is
implemented over the life of the contract. The Contractor shall furnish a certified Erosion
Control Supervisor. This supervisor shall be identified by name at the preconstmction conference
and a contact number provided. Issues that arise during construction that impact the permit
will beaddressed, and if necessary, the supervisor will notify the proper regulatory official.
It will be the responsibility of the Erosion Control Supervisor to Implement the SWPPP during
construction and maintain a quality control program. In addition, the Erosion Control Supervisor
will:
• Oversee maintenance practices identified as BMP's.
• Conduct or provide for inspection and monitoring activities.
• Identify other potential pollutant services and add them to the plan.
• Ensure that any changes in construction plans are addressed in the SWPPP.
The City will have their inspector monitor and inspect the activities as well, which in no way
relieves the Contractor from performing these duties.
SWPPP Amendments:
Permitee must amend the SWPPP as necessary to include additional requirements to correct
problems identified or address the following situations:
1. There is a change in design, construction, operation, maintenance, weather or seasonal
conditions.
2. Inspections or investigations by site owner or operations, USEPA or MPCA officials
determine the SWPPP is not minimizing discharge of pollutants to surface waters or
underground waters or discharges are causing water quality standards exceedonces.
3. The SWPPP is not achieving the objectives of minimizing pollutants in stormwater
discharges associated with construction activity, or the SWPPP is not consistent with
the terms and conditions of the permit.
4. The MPCA determines that the project's stormwater discharges may cause, have
reasonable potential to cause, or continue to non -attainment of any applicable water
quality standard, or the SWPPP does not incorporate the applicable requirements of the
permit.
III. Project Description
A. Existing Conditions/ Site Location
The existing site use is on outdoor training facility (Alpha Field). The existing impervious
surface consists of concrete pads and walks. The existing site at the location of the parking
stall additions at the Corporate Place complex is landscaped area.
B. Construction Type
The project includes the removal of the existing training infrastructure and construction of a
All sediment and erosion control measures consist of installation of silt fence, a rock
construction entrance, and other methods, if necessary, to prevent the migration of sediment
and material. Restoration shall be completed by hydroseeding the disturbed vegetated areas
upon completion of the grading operations.
Erosion Control Plan Sheet - Sheet C6.00 and C7.00
C. Dewatering and Basin Draining:
Dewatering is
not anticipated but if necessary turbid
or sediment laden waters related to
dewatering or basin draining shall be discharged to a temporary sedimentation basin on the
project site. The site will be determined by the Contractor and approved by the Engineer prior
to the start of dewatering operations. The area shall be excavated as a temporary measure to
allow for collection of sediment laden water prior to discharge during construction of the
project. The temporary basin may discharge to surface waters if the basin water has been
visually checked to ensure adequate treatment has been obtained and that the nuisance
conditions will not result from the discharge. Discharge points shall be adequately protected
from erosion and proper velocity dissipation provided. The temporary basin shall be restored by
the Contractor (incidental).
All water from dewatering or basin -draining activities must be discharged in a manner
that does not cause nuisance conditions, erosion, or inundation of down stream waters.
Discharge shall be clear, sediment free water on to a grassed area if discharged downstream or
pumped and used on site in a manner that does not cause erosion.
0. Sediment Control Practices
Silt fence and/or biologs shall be placed at the downstream side of the disturbance area
of the project.
IV. Identification of Potential Storm Water Contaminants
The purpose of this section is to identify pollutants that could impact storm water during
construction operations. The possible pollutants that could be present in the storm water are
listed in the following table.
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V. Potential Areas for Storm Water Contamination
The following potential areas were identified as possible storm water contamination areas:
• Areas of pavement disturbance
• Areas of draintile installation
VI. Storm Water Management Controls
The controls will provide soil stabilization for disturbed areas and structural controls to divert
runoff and remove sediment. Care will be taken to provide restoration as soon as grading
operations cease.
A. Temporary Erosion Control
The estimated quantities for the erosion prevention and sediment control items are as
follows:
ITEM
QUANTITY
Silt Fence iolo s
2,400 - Linear Feet
Rock Construction Entrance
1 - Each
Inlet Protection
14 - Each
IlL E
aISQOSE. asM T
IN
OMERWISEn IKE ININYWAY
ANITHING EIINER w
Vegetation in areas not needed for construction shall be preserved. The allowable amount
of time a site can remain without stabilization when not being worked on is 7 days. In the case
where construction activity temporarily ceases for the amount of time listed above, stockpiles
and disturbed portions of the site will be stabilized with temporary sed and mulch. The
e
temporary seed shall be Mn/DOT Mixture 21-113 for seeding between May 1 and August 1 and
Mn/DOT Mixture 100 after August 1. The Contractor will prepare each area for permanent
restoration as soon as construction in that area is completed.
VII. Best Management Practices
A. Site Wide Control Measures
To prevent soil from being transported off site, for both the undisturbed and disturbed
areas of the site, the following BMPs will be implemented onsite:
• Construction sequencing will allow areas to be undisturbed until necessary for
construction.
• The smallest vegetated area possible will be disturbed during construction.
• After construction in an area is completed, the Contractor shall immediately restore that
area to its existing condition.
• Topsoil stockpiles will be stabilized with temporary seed and mulch no later than 3 days
from the last construction activities that formed the stockpiles. The Rapid Stabilization
Method 3 will be used to stabilize the topsoil. The Rapid Stabilization method includes
quick temporary seed and quick release fertilizer. If necessary, this work shall be
incidental to the project.
• A weekly written erosion control schedule will be required. it will discuss, among other
items listed in the Construction Specifications, how related work to offsite drainage will
be incorporated into the weekly erosion plan schedule, how the SWPPP is functioning and
any necessary changes that need to be discussed. A fine of $1000 per day will be
enforced if the Contractor fails to perform as outlined in the SWPPP and/or
Specification.
• Remove all soils and sediments tracked or otherwise deposited onto public streets outside
of the project area. If tracking occurs the City may order sweeping to be completed at
no cost with a pick-up broom sweep.
• All measures contolned in this document shall be completed by the contractor at no
cost unless specific bid items are included.
B. Construction Practices to Minimize Storrs Water Contamination
The Contractor's Erosion Control Supervisor will instruct all personnel by regarding the
correct procedure for waste disposal. Good housekeeping and spill control practices will be
followed during construction to minimize storm water contamination from petroleum products,
fertilizer, and concrete.
• All nonhazardous waste materials will be collected and stored in a secure dumpster or
another approved containment method at the end of each day.
• All trash and construction debris from the site will be deposited in the dumpster.
= No construction materials will be buried onsite.
• A licensed sanitary waste management contractor will collect all sanitary waste from any
portable units at a rate necessary to maintain designated function.
• Partially used fertilizer bags will be transferred to a sealable bin to prevent spills.
• All vehicles left onsite will be monitored for leaks to reduce the chance of contamination.
• Petroleum products will be stored in tightly sealed, properly labeled containers. An effort
will be made to store only enough product required to complete the job.
• Products will be kept in their original containers with the original manufacturers label.
uaa.b,.Fi--, r....__..,Ha 1_. ra. ,. r,...r .......,d -a....0 -1 r.. R,.i a,
• Materials and equipment necessary for spill cleanup will be kept in the temporary material
storage trailer onsite.
• All spills will be cleaned up immediately upon discovery. Spills large enough to reach the
storm conveyance system will be reported to the MPCA State Duty Officer at
1-800-422-0798.
• The Contractor shall comply with applicable State and local waste disposal, sanitary
sewer, or septic system regulations. In the event of a conflict with other government
laws, rules and regulations, the more restrictive laws, rules or regulations shall govern.
VIII. Coordination of BMPs with Construction Activities
Structural BMPs shall be in place prior to construction. The following is a sequence of the
major activities on the project:
1. Silt Fence shall be installed before any grading begins.
2. Utility installation
3. Complete grading
4. Construct parking lot
5. Stabilize disturbed areas as soon as possible according to the SWPPP.
6. Permanent erosion control measures shall be installed (hydroseeding) by the Contractor.
7. Remove temporary erosion control materials once construction has ceased.
Construction is anticipated to begin in Summer 2019. Final completion is set for Fall 2019.
IX. Maintenance/Inspection Procedures
Inspections
The following inspection and maintenance practices will be used to maintain erosion and
sediment controls:
• All erosion control measures shall be inspected at least once per week and within 24
hours of all storm events greater than 0.5 inches. All measures will be maintained in
goodworking order.
• Built up sediment shall be removed from silt fence within 24 hours when it has reached
1/3rd the height of the fence.
• Temporary and permanent seeding and/or planting will be inspected for bare spots and
washouts.
• The outlets of all culverts are intact and functioning as designed.
• A maintenance inspection report will be completed by the Contractor and submitted to
the Engineer for each inspection.
• If construction activities or design modifications are made to the site plan that could
impact storm water, this SWPPP will be amended appropriately. The amended SWPPP will
have a description of the new activities that contribute to the increased pollutant loading
and the planned source control activities.
X. Soil Types
Soil borings indicate that the existing soils are fill over sandy lean clay (CL). The soils
have been classified as Hydrologic Group D.
XI. Construction Notes
• Natural topography and soil conditions must be protected, including retention onsite of
native topsoil to the greatest extent possible.
• All temporary erosion and sediment control BMPs must be maintained until completion of
construction and vegetation is established sufficiently to ensure stability of the site, as
determined by the Watershed District.
• All temporary erosion and sediment control BMPs must be removed upon final
stabilization.
• Soil surfaces compacted during construction and remaining pervious upon completion of
construction must be decompacted to achieve a soil compaction testing pressure of less
than 1,400 kiloposcals or 200 pounds per square inch in the upper 12 inches of soil.
• Utilities, tree roots, and other existing vegetation must be protected until final
revegetation or other stabilization of the site.
• The Watershed permittee must, at a minimum, inspect, maintain and repair all disturbed
surfaces and all erosion and sediment control facilities and soil stabilization measures
every day work is performed on the site and at least weekly until land -disturbing activity
has ceased. Thereafter, the permittee must perform these responsibilities at least weekly
until vegetative cover is established. The permittee will maintain a log of activities under
this section for inspection by the Watershed District on request.
• Final site stabilization measures require that a minimum of at least 6' of topsoil or
organic matter be spread and Incorporated into the underlying soil during final site
treatment wherever topsoil has been removed.
Receiving waters, including surface water, wetlands, and Public Waters are identified within one mile of the project boundary.
Impaired Water USEPA
Name of Water Body Twe Aooend'x A Special Water within 1 M'le Ap roved TMO
Lake Minnewashto Lake 10000900 No No N/A
Big Woods Lake Lake 10024900 No No N/A
Bluff Creek Creek No Yes Yes, Fish Biomass
Mise Storm Ponds Ponds No No N/A
_OCATION
Lire 1 imc
HEALTHY WAY OF LIFE
190200-1 TE FIFCE CHIN
HASSFN, xW SSGt
CONSMTMT
lVal 6 & ARGAM
10082 FLANDERS CT NE
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GENERAL NOTES
ARANNFS . BE FED FROM PANEL 1-2,8
. UGIT POLES TO BE LOCATED NO CLOSER 1HM 2'-P FRDM FACE OF CURBS.
KEY NOTES
:. MOONNECT ANG PDONE EYJS " POLE AND WE. CONIULTORS To BE
RENPTD.
2, -N' UGIT POLE AND WE To RFMNM.
). WEANDCN FAISTNG COLIDuT TO OENxv. POLES SAF TNR POINT.
4 DGCONNECf FXJSINC UCNT FlXIIIRES NGUNTED TO fGCE CONWLTORS 1C BE
BENDYID.
5. PRONDE HOMERUN FROM EXSTIN'G PANE M NEW POLE IOCARON. ROUTE
THROUGH FVSRN: UGHRNC CgBROL PMD M PW. WM CONTROL AS
EXISTING LIGHT POLES,
6. PRO`fiDE NET 20A -2P BRTAER IN COSTING SIEMENS PMELBONAD. AT POLES
SHTAN ON PLAN. LP641E CKLT DIRECTORY.
]. PCUVDE 3r CONCRETE BASE NNMWN 25' TOTAL NEW SNILM TO OTHER
POLES.
LIGHT FIXTURE SCHEDULE
FT)(1,
TYPE OESCHIPTON
WERIOR LIGHT POLE WITH SINGLE HEAD, FIXTURE AND POLE TO BE BRONZE FINISH, DIE-CAST
PI ALUMINUM FIXTURE HOUSING, SILICONE OPTCS. TYPE FORWARD THROW DISTRIBUTION,
22'-01. 4- STRAIGHT SQUARE STEEL POLE BASE COVER, HOUSE -SIDE SHIELD
E(", IIOR LIGHT POLE WITH DOUBLE MUGS, FIXTURE AND POLE TO BE BRONZE FINISH, DIE-CAST
P2 ALUMINUM FIXTURE HOUSING, SILICONE OPTICS, TYPE 5 WIDE DISTRIBUTION,
27'-O', 4- STWJGHT SQUARE STEEL POLE BASE COVER
GENERAL MOIL
LAMPS
VOLTAGE
TYPE
460 LED
4000K
460 IED
4DOON
VA/
"XT.
71]
494
MANUFgCTUp
EA CATALOG NUMBER NOTES
LSI INDUSTRIES MRM-IID-]6L-SIL-R-HV-qO-]OCRI-BR2-IL
QTV!
Fl%T.
N/A
N/A
LSI INDUSTRIES (2) MRM-LED-30L-SIL-5W-W-40-70CRI-BRZ
A ELECTRICAL. CONTRACTOR SWILL BE RESPONSIBLE FOR VERIFYING FIXTURE LOCATIONS, MOUNTING, ANO RECIIREMENTS WITH ARCHTECNRAL PLANE, SECTIONS, ELEVATONS, AND REFLECTED CEIUNG PLANS PRIOR TO ORDERING FIXTURES,
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GENERAL NOTES
A UGIT I1VE15 SHOWN IRE WJNTNNEO. LIGHT LOSS FILTON I
0.85 WAS WPLIFD TO .ACCOUNT FOR LUMEN )UMMRGN.
8. -T PERES TO RE L=710 NO CIDSTR i 2'4 FROM
FILE OF CURBS.
C. RMRE PI N HAVEL 3E CONCRETE aASE RATHER TIVN 21
TOT. PoiE HEIGHT NEMNNS 25'.
2 LIL1P1 I F'VLG MAZOM Ut I RAIL
NO SCALE
C-almillI PVP2 Prgj .:
o
PrepaTe41)3y Date •
Mirada Medium - MRM
Outdoor LED Area Light
Features & Specifications
LIGHT FIXTURE SCHEDULE
flX1.
BHT 9
• State -of -the -Art one piece silicone optic sheet delivers industry leading
o gcal control with an isea,.
p integrated Basket to provide IP66 rated sealed optlWl
AMPS
chamber in i component.
TYPE eESCRIPIION
• Proprietary silicone refractor optics provide exceptional coverage and
uniformity, in IES Types 2.3, 5W, FT and FTA
-TAGS
• Silicone optical material does not yellow or crack with age and provides a
VN YANUFACIVIR
OTYI CATALOG NUMBER NOTES
typical light transmittance of 93%.
-i
N4trrs1 !'�- Minimum pole ria 3"
• Zero uplight.
TYPE
Fl%T. ER
nM.
ExTFApR UCm POLE WITH SINGLE HFM, n%NPE M'0 PClE 10 & BRONZE i1ASH. OIE-VBt b0 LED N/A 31] 31 INDUSTRIES NHM-IEO-S6L-SL-i7-NV-aO-)OCgI-eqi-IL
Pi .IIMIMIM faINRE HWSING. SIUGONE OPTICS, - FG- TNR.
-.U-. 0,0,22'd,
1• STRNGHi SWARE STEEL PIX£ BASE CW m, HOUSE -90E
.11.
EXIERpR LiGM PO's WUH DOUBLE HEIOS, -RE AND POLE TO
P2 .IWAUM nNTURE HOUSING, EUGENE OPTICS. tt 5 WIDE OISTRIBUTICN,
BE BRONZE nNISH. OE-C•Sr 180IFO N/A 194 ISI we,A7RIE5 (2) WiM-LE0.-SL-SW-NY-10-)OCRI-BRZ
10WN
23'-P, 1' STRUGHT SOUNRE STES_ POLE WE COMM
GE'_NOTES:
A ELEYTS CGHT-R SNNL BE RESPONGIII NR YFBIMNG FINNRE LG
IONS NOIWNING, AND REOUIREMENR lWni ARUEIECTUR. PIANS, SECTIONS. EIfVIRONS, - 1r1LECR0 CEILING PUNS PRIOR -G -TRIG -RES.
C-almillI PVP2 Prgj .:
o
PrepaTe41)3y Date •
Mirada Medium - MRM
Outdoor LED Area Light
Features & Specifications
/^1 JIM+y5 ARRAA
optical system
BHT 9
• State -of -the -Art one piece silicone optic sheet delivers industry leading
o gcal control with an isea,.
p integrated Basket to provide IP66 rated sealed optlWl
I
A I 1
chamber in i component.
��,•„
�
• Proprietary silicone refractor optics provide exceptional coverage and
uniformity, in IES Types 2.3, 5W, FT and FTA
Product Dimensions
• Silicone optical material does not yellow or crack with age and provides a
i1 13.18 i
typical light transmittance of 93%.
-i
N4trrs1 !'�- Minimum pole ria 3"
• Zero uplight.
I . m
•Available in MOCK, 4000K, 3000K and 2700K color temperatures per ANSI
C78.377. Also Available in Phphor osCnnAmber with Peak intensity
a•
1.2"(3gmm1
.1verted
(isi�
at610nm.f
2./y81min
•Minimum CRI of 70.
T
• Integral Louver (IL) option available for improved back -light control without
sacrificing street side performance. See page 5 for more detalls.
L. ..................... 31.3' ........_..........,,
Electrical
1795mmj
• High-performance driver features over-voftage, under -voltage, short-circuil
and °ver temperature protection.
• 0.10V dimming (10%-100%) standard.
• StarOrd Universal Voltage (120-277 Vac) Input 50/60 H2 4r optional High
Voltage (347-480 Vac).
• L30 Calculated Ufa: >I0ok Hours (See Lumen Maintenance on Page 2)
• Total harmonic distortion: <20%
• Operating temperature: -40•C to H500C (-409F to +1220F). 42L lumen
package rated to AM.
• Power factor. >,90
• Input power stays constant over lh.
aM ITwre a
• Field replaceable surge protection device meets a minimum Category C Low
'114-
operation (per ANSUIEEE Cl
phW Cana
• High -efficacy LEDs mounted to metal -core circuit board to maximize heat
"" ...... .1-
RN."d.
dissipation
T -r ®.. .....7_
• Terminal block provided accepts up to toga wire.
11!1 a
• C4rnponems arefully encased in potting material for moisture resistance.
.•••_ (11
.............._V..
Driver complies with FCC slandards. Driver and key electronic compononts
on easily be accessed.
it "Vita Top View
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