Plans7
S
OR
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ON
c.
a
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r
Victoria
w
FINAL GRADING,
Chanhassen
c
Am
SUPERDOG II
CHANHASSEN, MINNESOTA
DRAINAGE, EROSION CONTROL,
WATERMAIN, STORM SEWER, &SITE
FOR
SITE MAP
NO SCALE
GOPHER STATE ONE CALL
CALL 48 HOURS BEFORE YOU DIG!
TWIN CITY AREA 651 - 454 -0002
MN. TOLL FREE 1- 800 - 252 -1166
MINIMUM CITY SETBACKS
BUILDING TO R/W 30 FEET
PARKING (CURB) TO R/W 20 FEET
PROJECT COORDINATES
N 44° 51' 23"
W 930 35' 42"
SITE AREA
134,050 S.F. =3.08 AC.
ilk e■ 11 VITZ01
T.N.H. N.W. CORNER OF
CENTURY BLVD. & 82ND STREET
ELEV. 981.07
T.N.H. ON PRIVATE PROPERTY
N. OF 82ND ST. & EAST OF HAZELTINE BLVD.
ELEV. 996.62
SANITARY SEWER,
CONSTRUCTION
SUPERDOG COUNTRY CLUB, LLC.
10104 INDIGO DRIVE, EDEN PRAIRIE, MN 55347
PHONE: (612) 239 -7024
PROJECT CONTACTS
PROJECT ENGINEER
DEVELOPER:
CITY:
NPDES OFFICER:
Ida �
KURT D. QUAINTANCE, P.E. — JAMES R. HILL, INC.
KAREN JACKSON
JOSEPH SHAMLA, P.E. — PROJECT ENGINEER — CITY OF CHANHASSEN
TEDDI SEIBRING— TROFIN — MPCA
(952)-
STORM SEWER STRUCTURE
SCHEDULE
(0)
STRUCTURE NO.
BLD.
INSIDE DIM. NEENAH
CASTING
STMH
101
6.60'
48" DIA.
(952)-
R -1642
-1165
STMH
102
6.37'
48" DIA.
(0)
R -1642
EXISTING CHAINLINK FENCE
CBMH
103
3.85'
48" DIA.
R -4342
STMH
104
5.21'
48" DIA.
PROPOSED STORM SEWER
R -1642
■
CB
105
2.50'
27" DIA.
R -4342
rn
CBMH
106
6.06'
48" DIA.
R -3067V
GOPHER STATE ONE CALL
CALL 48 HOURS BEFORE YOU DIG!
TWIN CITY AREA 651 - 454 -0002
MN. TOLL FREE 1- 800 - 252 -1166
MINIMUM CITY SETBACKS
BUILDING TO R/W 30 FEET
PARKING (CURB) TO R/W 20 FEET
PROJECT COORDINATES
N 44° 51' 23"
W 930 35' 42"
SITE AREA
134,050 S.F. =3.08 AC.
ilk e■ 11 VITZ01
T.N.H. N.W. CORNER OF
CENTURY BLVD. & 82ND STREET
ELEV. 981.07
T.N.H. ON PRIVATE PROPERTY
N. OF 82ND ST. & EAST OF HAZELTINE BLVD.
ELEV. 996.62
SANITARY SEWER,
CONSTRUCTION
SUPERDOG COUNTRY CLUB, LLC.
10104 INDIGO DRIVE, EDEN PRAIRIE, MN 55347
PHONE: (612) 239 -7024
PROJECT CONTACTS
PROJECT ENGINEER
DEVELOPER:
CITY:
NPDES OFFICER:
Ida �
KURT D. QUAINTANCE, P.E. — JAMES R. HILL, INC.
KAREN JACKSON
JOSEPH SHAMLA, P.E. — PROJECT ENGINEER — CITY OF CHANHASSEN
TEDDI SEIBRING— TROFIN — MPCA
(952)-
890
-6044
(0)
(612)-
508 -8890
E E E E
(M)
(612)-
239 -7024
EXISTING
(M)
(952)-
227
-1165
(0)
(651)-
757 -2719
________ _______________________________
(0)
I
PLANS
INDEX
TITLE SHEET
SITE INFORMATION
BOUNDARY AND TOPOGRAPHIC SURVEY /EXISTING CONDITIONS
FINAL REMOVAL PLAN
FINAL GRADING, DRAINAGE, & EROSION CONTROL PLAN
EROSION & SEDIMENT CONTROL DETAILS
FINAL UTILITY PLAN
FINAL PAVING & DIMENSIONING PLAN
FINAL LANDSCAPE PLAN
DETAILS
SCALE IN FEET
0 50 100 150
Tgiiiiia
1 inch = 50 feet
LEGEND
OEXISTING
EXISTING OVERHEAD POWER
ASPHALT SURFACE
LINE /POWER POLES
EXISTING UNDERGROUND
E E E E
EXISTING
CONCRETE SURFACE
EXISTING LIGHT POLE
EXISTING
BUILDINGS
0 EXISTING
TREE LINE /TREES
—1000--
EXISTING
CONTOUR
I I
O
G G G
EXISTING RETAINING WALL
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
— »— EXISTING ROOF DRAIN
EXISTING SOIL BORING
G EXISTING UNDERGROUND GAS LINE
�`
OHP OHP
EXISTING OVERHEAD POWER
LINE /POWER POLES
EXISTING UNDERGROUND
E E E E
ELECTRICAL LINE
(
EXISTING LIGHT POLE
❑D
EXISTING ELECTRICAL PEDESTAL
EXISTING UNDERGROUND FIBER
-UFO-UFO—UFO
OPTIC LINE
o
EXISTING TELEPHONE PEDESTAL
________ _______________________________
EXISTING CURB & GUTTER
* x x x *
EXISTING CHAINLINK FENCE
❑ ❑ ❑ ❑
EXISTING 6' HIGH CEDAR FENCE
E
0
EXISTING WIMCO
QQQ
PROPOSED CONTOUR
> 0 >
PROPOSED STORM SEWER
PROPOSED ROOF DRAIN
PROPOSED SANITARY SEWER
mw
I t I PROPOSED WATERMAIN
X PROPOSED STREET LIGHT
PROPOSED RETAINING WALL
PROPOSED CONCRETE SURFACE
PROPOSED CURB & GUTTER
PROPOSED TIP —OUT CURB & GUTTER
PROPOSED FENCE
4 c7 a PROPOSED SPOT ELEVATION
PROPOSED HEAVY —DUTY SILT FENCE
® PROPOSED CB /FES PROTECTION
(TO BE INSTALLED AFTER STORM
SEWER IS INSTALLED)
PROPOSED DITCH BLOCKING
(MnDOT TYPE 3 TO BE INSTALLED
AFTER COMPLETION OF GRADING &
STORM SEWER)
1.1
1.2 -1.3
1.4
1.5
2.1
2.2
3.1
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LEGEND -0
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EXISTING DRAINAGE PROPOSED DRAINAGE
DRAINAGE AREA
I inch = 50 feet I inch = 50 feet
T.N.H. N.W. CORNER OF
CENTURY BLVD. & 82ND STREET
ELEV. 981.07
T.N.H. ON PRIVATE PROPERTY
N. OF 82ND ST. & EAST OF HAZELTINE BLVD.
ELEV. 996.62
DRACJ WN BY
K
DATE
5/4/12
REVISIONS
7/20/12 REV. PER CLIENT
CAD FILE
22502-10SI
PROJECT NO.
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EXISTING DRAINAGE PROPOSED DRAINAGE
DRAINAGE AREA
I inch = 50 feet I inch = 50 feet
T.N.H. N.W. CORNER OF
CENTURY BLVD. & 82ND STREET
ELEV. 981.07
T.N.H. ON PRIVATE PROPERTY
N. OF 82ND ST. & EAST OF HAZELTINE BLVD.
ELEV. 996.62
DRACJ WN BY
K
DATE
5/4/12
REVISIONS
7/20/12 REV. PER CLIENT
CAD FILE
22502-10SI
PROJECT NO.
22502-10
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BUILDNG 93 )i15" RCP >@ 13.76 0
Vj\1)64'1 5' RCIP _ @ - :l'�s -� _5` -_ -: 284.55 S89015'57 'E' �
Abe /.W 5 / - -- __ D - - U- T I=L- ITY _-= DRAINAGE A EASEMENT PER PLAT /J/ / /
- - - -- � -00,
� I ` 2 I 0 I�' _ I / , ,
A, E L R I I I I I I 8I 4 I M 9
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INV 985.40 --'919
J \ \\ \� //' /// /// //1 \ \\ I I I I r
�N V 984.39 \ I ` \ \ _ _ / / i / / / / / \ \ 0� I I
I I I I
Lot 2, Block 1, ARBORETUM BUSINESS PARK 3RD ADDITION, according to the recorded plat thereof, Carver
County, Minnesota.
' 9 \ I I NOTES
\ I
` \ \ - / / / /' /' / ' / 0. \ I I I I Z ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE EAST LINE OF LOT 2, BLOCK 1,
\ OQ6, 0��� LL/ \,, \ \ \ \ \ \ \ U i i I I i ARBORETUM BUSINESS PARK 3RD ADDITION TO HAVE AN ASSUMED BEARING OF N 00 °24'58" E.
THIS SURVEY HAS BEEN PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT OR TITLE
L OPINION. A TITLE SEARCH FOR RECORDED OR UNRECORDED EASEMENTS WHICH MAY BENEFIT OR
-as : -' '.., -- -� `03 `1-1t" R
/ / f' I• S 5 :z - $
EX CB 2A 4 5� \ / ENCUMBER THIS PROPERTY HAS NOT BEEN COMPLETED BY THE SURVEYOR.
q / I _ _ ,- =; • . - 510
L L/ RE 987.84
_- 5 THE LOCATION AND INFORMATION SHOWN REGARDING UTILITIES, SERVING THIS PROPERTY OR
i, s..• ;, \ / / / / ' / is :. , ;�- �. `(,- : INV 12" 983.78
/ / I _ - EXISTING ON THIS PROPERTY AS SHOWN AS A PART OF THIS SURVEY, HAVE BEEN LOCATED BY ON-
`I INV 4" 984.28 L I SITE OBSERVATION OR TAKEN FROM PLANS PROVIDED BY OTHERS. FOR FURTHER INFORMATION
CONCERNING THESE UTILITIES PLEASE CONTACT THE CITY OF CHANHASSEN ENGINEERING
DEPARTMENT AND /OR GOPHER STATE ONE CALL.
::., ;. :1 : \ , \ I I X N B H 4 I o
-� 0
- s- 5- CONTOUR INTERVAL IS 2 FEET. ALL ELEVATIONS ARE BASED ON THE CITY OF CHANHASSEN
. s = \ V I -'9 8 . 41 /
.l °�` - +• - , -� I / / - - - -- - _ YS- _' - - I I 1 o DATUM. (NGVD 29)
N�15' 978 2 7
7 I N VZ4" b8.3. / BENCHMARK: TOP NUT HYDRANT NORTHWEST CORNER OF CENTURY BLVD. & 82ND STREET.
I (� ) ELEVATION = 981.07 FEET
VG `\' -
I I 6,. PVC PLUG / O I S y.. - h.'..., -. :,5. :1- .SS` -, -SS 'y', 4 Y,_ j S'�1 i L - I'7 Q
- I I OVERALL GROSS AREA = 134,050 S.F. =3.08 AC.
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INV. 983.4± / � ((""}}�� I
I .. Q - ADDRESS OF THIS PROPERTY IS 2910 82 STREET, CHANHASSEN, MINNESOTA
C13 213 fi -
, --1 �� M I /
. - -_�_- �' -; -_.- _ -5 :+ -- ,_ :5 -;, RIM 987.84 - :y / PID NUMBER = 250760020
loo, v INV 12" 983.46 / (`[� r�•-j r9
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---- - - - - -- - -'------------------------------------------ - - - - -- I INV 976.19(SW)
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SCALE IN FEET
0 20 40
1 inch = 20 feet
[:Y0;
T.N.H. N.W. CORNER OF
CENTURY BLVD. & 82ND STREET
ELEV. 981.07
T.N.H. ON PRIVATE PROPERTY
N. OF 82ND ST. & EAST OF HAZELTINE BLVD.
ELEV. 996.62
NOTES
1. DISTURBED SLOPES TO BE STABILIZED PER
LANDSCAPE PLAN.
2. CITY MUST BE NOTIFIED AFTER INSTALLATION OF
EROSION CONTROL AND A MINIMUM OF 48 HOURS
PRIOR TO THE COMMENCEMENT OF GRADING.
3. CONCRETE WASH AREA TO BE FIELD LOCATED AT
TIME OF CONSTRUCTION. SWPPP SHALL BE MODIFIED
TO ILLUSTRATE THE FIELD LOCATION.
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WN BY
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DATE
5/4/12
REVISIONS
7/20/12 REV. PER CLIENT
CAD FILE
22502 -10G
PROJECT NO.
22502 -10
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TEMPORARY EROSION & SEDIMENTATION CONTROL METHODS
(THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE
890
508 -8890
239 -7024
227
757 -2719
a. SEED : MnDOT SEED MIX #325 AT A RATE OF 84 LBS /ACRE.
STORM WATER PONDING AREAS.
b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE.
(CONTRACTOR) WILL HAVE RESPONSIBILITY FOR
c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED.
IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION.
4. UPLAND BUFFER SEED & MULCH (MIN. 6" TOPSOIL).
TO PROCEED.
a. SEED : MnDOT SEED MIX #328 AT A RATE OF 88 LBS /ACRE.
THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CHAIN OF
b. FERTILIZER 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE.
RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE
c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED.
SWPPP WILL BE IMPLEMENTED AS FOLLOWS:
5. TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION
CONTRACTOR
0
BUSINESS NAME
b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE.
REAR YARD INLET PROTECTION
VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO
CONSTRUCTION)).
EXISTING INLET PROTECTION(WIMCO)
CONTACT PERSON TELEPHONE (INCLUDE AREA CODE)
6. GENERAL NATIVE SEED & MULCH (MINIMUM 6" TOPSOIL)
PROPOSED CH INLET PROTECTION(WIMCO)
a. SEED : MnDOT SEED MIX #350 AT A RATE OF 84.5 LBS /ACRE.
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b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 120 LBS /ACRE.
CONTACT PERSON TELEPHONE (INCLUDE AREA CODE)
c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED.
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7. SOD
CONTACT PERSON TELEPHONE (INCLUDE AREA CODE)
NARRATIVE & NOTES
NPDES REQUIREMENTS
1. SUPERDOG II CONSISTS OF THE GRADING, UTILITY, & SITE CONSTRUCTION ASSOCIATED
SHOWN ON THIS SHEET.
WITH CONSTRUCTION OF TWO BUILDINGS, PARKING LOT & THE STABILIZATION OF THESE
V
AREAS
CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA
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)
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1.
TEMPORARY MULCH MnDOT TYPE 1 AT A RATE OF 2 TONS /ACRE AND DISC ANCHORED.
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ALL BEST MANAGEMENT PRACTICES (BMP'S) SELECTED SHALL HE
3. ALL EROSION & SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS
APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED
AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, TEMPORARY SEDIMENTATION
DURATION OF USE.
BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND
SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED.
a. ROCK CONSTRUCTION ENTRANCES.
A COPY OF THESE PLANS MUST HE ON THE JOB SITE WHENEVER
PART II. SUBMITTING THE APPLICATION
CONSTRUCTION IS IN PROGRESS.
c. EXISTING INLET PROTECTION.
d. TEMPORARY CULVERTS.
' ^
TRAINING REQUIREMENTS
f. STORM WATER POND CONSTRUCTION.
2.
HYDROSPREAD MnDOT TYPE 8 HYDRAULIC SOIL STABILIZER.
KURT D. QUAINTANCE, P.E.
STREET CONSTRUCTION.
PART Iv. CONSTRUCTION AcnVliY REQUIREMENTS
h. TEMPORARY SEED AND /OR MULCH.
UNIVERSITY OF MINNESOTA
i. HORIZONTAL SLOPE GRADING.
INSTRUCTORS : LEO HOLM & DWAYNE STENLUND
V /
BLANKET.
a. HYDRAULIC SOIL STABILIZER MnDOT TYPE 8 AT A RATE OF 350 LBS /1000
B. APPLICATION AN❑ DURATION OF COVERAGE
Qf
GALLONS OF SLURRY.
A. STORM WATER POLLUTION PREVENTION PLAN
p.pEWATERING AND BASIN DRAINING
F. POLLUTION PREVENTION MANAGEMENT MEASURES
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b. WATER : 875 GALLONS /1000 GALLONS OF SLURRY.
S.pr o of Coverage. For construction projects where the owner or operator changes, (e.g., on original developer sells portions of the
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property
property to various homebuilders or sells the entire site to a new owner):
a. The original /current owner shall o copy of the complete notice of termination /permit modification form (as required in Part II.C.2.b)
The Permittee(s) must implement the SWPPP and the requirements of this part. The BMPs identified in the SWPPP and in this permit must be
selected installed and maintained in an appropriate and functional manner that is in accordance with relevant manufacturer specifications and
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1.Dewatering or basin draining (e.g.. pumped discharges, trench /ditch cuts for drainage) related to the construction activity that may have
The Permittee(s) shall implement the following pollution prevention management measures on the site:
in
3.
TEMPORARY SEED &MULCH (SEASONAL)
provide
The SWPPP
accepted engineering practices.
turbid or sediment laden discharge water must be discharged to a tern orar or permanent sedimentation basin on the project site whenever
a g temporary p p
1.Salid Waste: Collected sediment, asphalt and concrete millings. floating debris, lostic, fabric, construction and demolition debris and
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a. SEED MnDOT SEED MIX 150 AT A RATE OF 40 LHS ACRE.
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to the new owner. original /current owner shall provide a to the new owner and operator that specifically addresses the
possible. Discharge from the temporary or permanent sedimentation basin must be visually checked to ensure adequate treatment is obtained
other wastes must be disposed of properly and must comply with MPCA disposal requirements.
!,
b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS /ACRE AND DISC ANCHORED.
remaining construction activity. Note: The notice of termination /permit modification forth replaces the subdivision registration, permit
forms.
B. EROSION PREVENTION PRACTICES
in the basin and that nu isonce conditions (see Minn. R. 7050.0210, subp. 2) will not result from the discharge. If the water cannot be
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transfer /modification and notice of termination
di charged ed to a sedimentation basin prior to entering the surface water, it must be treated with the appropriate BMPs, such that the
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2.Hazardous Materials: Oil, gasoline, paint and an hazardous substances must be properly stored, including secondary containment, to prevent
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e. FERTILIZER : 10 -10 -20 AT A RATE OF 200 LBS ACRE.
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b. The new owner or operator shall submit a complete and signed permit modification portion (permit modifications include subdivision
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1.The Permittee s must Ian for and implement appropriate construction basin vegetative buffer strips, horizontal sloe radio and other
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discharge does not adversely affect the receiving water or downstream landowners. The Permittee(s) must ensure that discharge points are
spills. leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of
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4.
TEMPORARY SEED & MULCH (SPRING)
registration or permit transfer of the notice of termination ennit modification form to the MPCA prior to commencing construction
9 P ) /P P 9
construction practices that minimize erosion, so that the inspection and maintenance requirements of Port IV.E. ore complied with. The
adequately protected from erosion and scour. The discharge must be dispersed over natural rock riprap, sand bogs, plastic sheeting, or other
hazardous waste must be in compliance with MPCA regulations.
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activity on site or in no case later than seven (7) days after taking ownership of the property. The new Permittee(s) are responsible for
location of areas not to be disturbed must be delineated (e.g. with Flogs, stokes, signs, silt fence etc.) on the development site before work
accepted energy dissipation measures. Adequate sedimentation control measures are required for discharge water that contains suspended
3.External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and
9
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a. SEED MnDOT SEED MIX #110 AT A RATE OF 100 LHS /ACRE.
compliance with all terms and conditions of this permit as described in Part II.8.2.
begins.
solids.
waste properly disposed of. No engine degreasing is allowed on site.
P P Y P 9 9 9
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b. MULCH MnDOT TYPE 1 AT A RATE OF 2 TONS ACRE AND DISC ANCHORED.
TONS/ ACRE
c..1 an operator or general contractor has completed their portion of work the site, n no longer in operational control of the project, and
2. All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 do after the construction
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2. All water from ring or baste draining activities must be discharged in manner that does not cause nuisance conditions, erosion in
4.Concrete washout ensite: All liquid and solid wastes generated b concrete washout operations must be contained in a leak-proof
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containment impermeable liner. A compacted cloy liner that does not allow washout liquids to enter ground water considered an
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C. FERTILIZER 10 -10 -20 AT A RATE OF 200 LJ3S /ACRE.
contractual obligations between the owner and operator tr compliance with the terms and conditions of
general contractor relating
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activity In that portion of the site has temporarily or permanently ceased. Temporary stockpiles without significant silt, clay or organic
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channels or
receiving channels or on downslope properties, or inundation in wetlands causing significant adverse impact to the wetland.
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to co a
this permit hove been met, the operator or general contractor, may transfer permit coverage bock to the owner or to o new operator
components (e. g., clean aggregate stockpiles, demolition concrete stockpiles, Bond stockpiles) and the constructed base components of roads,
tm -cable liner. The li uid and solid wastes must not contact the round, and there must not be runoff from the concrete washout
liner. The
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5.
(WINTER)
TEMPORARY SEED &MULCH WINTER
using the notice of termination /permit modification form. A signature from both the owner and operator is required.
parking lots and similar surfaces are exempt from this requirement but must comply with Port IV.C.S.
E.INSPECTIONS AND MAINTENANCE
o erations or areas. Li uid and solid wastes must be dis osed of ro erl and in com liance with MPCA re ulations. A sin must be
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in
a. SEED : MnDOT SEED MIX #100 AT A RATE OF 100 LBS /ACRE.
3.The normal wetted perimeter of any temporary or permanent drainage ditch or swole that drains water from any portion of the construction
installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities.
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b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS /ACRE AND DISC ANCHORED.
C. TERMINATION OF COVERAGE
site, or diverts water around the site, must he stabilized within 200 lineal feet from the property edge, or from the point of discharge into
1.The Permittee(s) (either the owner or operator, whoever is identified in the SWPPP) must routinely inspect the entire construction site at least
G. FINAL STABIUZA11ON
`i
FERTILIZER 10 AT A RATE OF 200 LBS
1.Permittee(s) to terminate this Notice Termination to the MPCA. Compliance this
any surface water. Stabilization of the lost 200 lineal feet must be completed within 24 hours after connecting to a surface water.
once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. Following
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e. : -10 -20 /ACRE.
wishing coverage under permit must submit a of (NOT) with
Stabilization of the remaining portions of an temporary or permanent ditches or swales must be complete within 14 do after connecting to
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an inspection which occurs within 24 hours after o rainfall event, the next inspection must be conducted within seven (7) days after that.
The Permittee(s) must ensure Final Stabilization of the site. Final Stabilization requires all of Parts IV.G.1 -5 or Part IV.G.6:
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permit is required until o NOT is submitted. The Permittee(e) coverage under this permit terminates of midnight on the postmark dote of
o surface water and construction in that portion of the ditch has temporarily or permanently ceased.Temporory or permanent ditches or
2. All inspections and maintenance conducted during construction must he recorded in writing and these records must be retained with the
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6.
HYDROSPREAD SEED, FERTILIZER, & MnDOT TYPE 6 HYDRAULIC SOIL STABILIZER.
the NOT, or on the date an online NOT is submitted to the MPCA.
swoles that ore being used as a sediment containment system (with properly designed rock ditch checks, bio rolls, silt dikes etc.) do not
SWPPP in accordance with Port III.D. Records of each inspection and maintenance activity shall include:
1.Final Stabilization requires that all soil disturbing activities at the site have been completed and all soils must be stabilized by a uniform
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a. SEED MnDOT SEED MIX #190 AT A RATE OF 10 LBS /1000 GALLONS OF SLURRY.
2.Termination of coverage scenarios:
need to be stabilized. These areas must he stabilized within 24 hours after no longer being used as a sediment containment system.
o.Date and time of inspections;
perennial vegetative cover with a density of 70R over the entire pervious surface area, or other equivalent means necessary to prevent soil
b. FERTILZER : 10 -10 -20 AT A RATE OF 50 LBS /1000 GALLONS OF SLURRY.
a. Termination of coverage for the entire project.
+.Pipe outlets must be provided with temporary or permanent energy dissipation within 24 hours after connection to a surface water.
b.Name of person(s) conducting inspections;
failure under erosive conditions.
_
�_
e. HYDRAULIC SOIL STABILIZER : MnDOT TYPE 6 AT A RATE OF 350 LBS 1000
/
1. All Permittee(s) must submit a NOT within 30 days after Final Stabilization (see Port IV.G.) has been completed on all portions of the
site for which the Permittee is responsible and all construction activity has been completed. If the site includes permanent
P Y P P
C. SEDIMENT CONTROL PRACTICES
c.Findings of inspections, including recommendations for corrective actions;
d.Corrective actions token (including dates, times, and party completing maintenance activities);
2.The Permittee(s) must ensure that the permanent stormwater treatment system meets all requirements in Part III, C. This includes but is
=:)
GALLONS OF SLURRY.
stormwater management systems. the requirements for final eleonout mointenonce must be performed as required in Final Stabilization,
9 Ys 9 / P 9
aDote and amount of all rainfall events greater than 1/2 inch (0.5 inches) in 24 hours;
not limited to, a final clean out of temporary or permanent sedimentation basins that are to be used as permanent water quality
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d. WATER 875 GALLONS /1000 GALLONS OF SLURRY.
Port IV.G.2.
1.Sediment control practices must minimize sediment from entering surface waters, including curb and gutter systems and storm sewer inlets.
f. Documentation of changes mode to the SWPPP as required in Port III.A.4; and
management basins and final construction or maintenance of infiltration basins. All sediment must be removed from conveyance systems and
ditches must be stabilized with permanent cover.
1 1
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O
ii. Permittee(s) must submit a NOT within 30 days otter selling the entire site including roads and stormwater infrastructure, and
o.Temporary or permanent drainage ditches and sediment basins that are designed as part of a sediment containment system (e.g., ditches
3. Where parts of the construction site have permanent cover, but work remains on other parts of the site, inspections of the areas with
3.Prior to submission of the NOT, all temporary synthetic and structural erosion prevention and sediment control BMPs (such as silt fence)
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7.
TEMPORARY SEDIMENTATION BASINS WITH STANDPIPE OUTLET & EMERGENCY SPILLWAY
covero a is transferred to another owner as described in Part 11.8.5.
9
Termination for
with rock check dams) require sediment control practices only as appropriate for site conditions.
permanent cover may he reduced to once per month. Where construction sites hove permanent cover on all exposed soil areas and no
P Y p p P
must be removed on the portions of the site for which the Permittee is responsible. BMPs designed to decompose on site (such as some
\
(SEE DETAIL).
b. of coverage a portion of the entire project.
All Permittee(s) must submit a NOT within seven (7) days after selling or otherwise legally transferring portions of the site to another party
h.lf the down gradient treatments system is overlooded, additional u radient sediment control practices or redundant BMPs must he installed
9 P9 P
construction activity is occurring anywhere on the site, the site must be inspected for o period of twelve (12) months (the inspections may
be ceased during frozen ground conditions). Following the twelfth month of permanent cover and no construction activity, inspections may be
compost logs) may he left in place.
6
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and they are no longer the owner or operator. The portions of the site being sold to another party must be in compliance with the permit
to eliminate the overloadin and the SWPPP must be amended to identify these additional
g, y practices as required in Port III.A.4, o.
terminated until construction activity is once again initiated or sooner if notified in writing by the MPCA. Where work has been suspended due
4.For residential construction onl individual lots are considered final) stabilized if the structures are finished & temporary erosion protection
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8.
TEMPORARY SEDIMENTATION TRAP WITH SPILLWAY SEE DETAIL).
( )
e. all tern orar erosion protection and sediment control measures must be in lace The forth must include signatures from the
( g temporary P place). 9
through c.
g
to frozen round conditions, the required inspections and maintenance schedule must begin within 24 hours after runoff occurs at the site or
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and downgradient perimeter control has been completed and the residence has been sold to the homeowner. Additionally, the Permittee must
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original Permittee(s) and contact information for the new owner of the property.
c.ln order to maintain sheet flow and minimize rills and /or gullies, there shall be no unbroken slope length of greater than 75 feet for
prior to resuming construction, whichever comes first.
p 9
distribute the MPCA's Homeowner Fact Sheet to the homeowner to inform the homeowner of the need for, and benefits of,
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9.
ROCK CONSTRUCTION ENTRANCE (SEE DETAIL).
c. Termination of coverage obtained using a subdivision registration.
slopes with a grade of 3:1 or steeper.
4.All erosion prevention and sediment control BMPs must be inspected to ensure integrity and effectiveness. All nonfunctional BMPs must be
permanent cover.
S.For land for (e.g., land) Final Stabilization
E
W
If permit coverage was obtained using the subdivision registration process, Permittee(s) are required to submit a NOT within 30 days after
repaired, replaced, or supplemented with functional BMP9 within 24 hours after discovery, or as soon as field conditions allow access unless
construction projects on used agricultural purposes pipelines across crop or range
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achieving Final Stabilization see Port IV.G..
)for
2.Sediment control practices must be established on all down gradient perimeters before any upgradient land disturbing activities begin. These
another time frame is specified below. The Permittee(s) must investigate and comply with the following inspection and maintenance
may be accomplished by returning the disturbed land to its preconstruction agricultural use.
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10.
HORIZONTAL SLOPE GRADING (SEE DETAIL).
3.Permittee(s) that use an alternative method the Permanent Stormwater Management System as described in Part III.C.S, are prohibited
practices shall remain in place until Final Stabilization has been established in accordance with Part IV.G.
requirements:
B.A Permittee may terminate permit coverage prior to completion of all construction activity if all of the following conditions are
met in addition to Part IV.G.2 through Part IV.G.3 and where applicable, Part IV.G.4 or Part IV.G.5.
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from terminating this permit until Final Stabilization has been achieved on site and either:
3.The timing of the installation of sediment control practices may be adjusted to accommodate short -term activities such as clearing or
9 P Y 1 9
a.AII silt fences must be repaired, replaced. or supplemented when the become nonfunctional or the sediment reaches 1 3 of the height of
P P PP Y / 9
has least days.
LLJ
11.
DITCH CHECKS TYPE 3 -12" BIOROLL WITH MnDOT CATEGORY 3 EROSION
o. The two years of monitoring data required in Port III.C.5 has been submitted to the MPCA and the MPCA has determined that the required
Ye 9 9 9
grubbing, or passage of vehicles. An short -term activity must be completed as quickly as possible and the sediment control ractices must
P 9 Y Y P 9 Y P P
the fence. These repairs must be mode within 24 hours of discovery. or as soon as field conditions allow access.
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a. Construction activity ceased for at 90
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ET (S
CONTROL BLANKET (SEE DETAIL).
treatment has been achieved. The Permittee will be notified in writing within 30 do after the monitoring data has been submitted. If
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be installed immediately after the activity is completed. However, sediment control practices must be installed before the next precipitation
b. At least 90% (by area) of all originally proposed construction activity has been completed and permanent cover established
those
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the Permittee has not heard from the MPCA within 30 days after submitting the required dote, the Permittee can submit a NOT.
The if is if
event even if the activity is not complete.
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4.AII storm drain inlets must be protected by appropriate BMPs during construction until all sources with potential for discharging to the inlet
b.Temporory and permanent sedimentation basins must be drained and the sediment removed when the depth of sediment collected in the
on areas.
c. On areas where construction activity is not complete, permanent cover has been established.
➢ P P
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12.
EROSION CONTROL BLANKET MnDOT CATEGORY 3 (SEE DETAIL).
b. Permittee can submit a NOT, even the timeframe less than two ors, the MPCA determines that the alternative method is
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achieving the required treatment.
have been stabilized. Inlet protection may be removed for a particular inlet if a specific safety concern (street flooding /freezing) has been
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 Port IV.D.).
N
During the monitoring and evaluation of the alternative method, the Permittee is not responsible for other permit requirements that have been
identified and the Permittee(s) have received written correspondence from the jurisdictional authority (e.g. city /county /township/MnDOT
13.
PERIMETER SILT FENCE (SEE DETAILS).
transferred as described in Part II.B.5.
engineer) verifying the need for removal. The written correspondence must be documented In the SWPI P or available within 72 hours upon
c.Surfoce waters, including drainage ditches and conveyance systems, must be inspected for evidence of erosion and sediment deposition.
request. When written correspondence can not be obtained in o timely manner, the specific inlet protection can be removed to alleviate the
The Permittee(s) must remove all deltas and sediment deposited in surface waters, including drainage ways, catch basins, and other
14.
INLET PROTECTION (SEE
SEE DETAILS
PART IILSTORMWATER DISCHARGE DESIGN REQUIREMENTS
immediate safety concern. However, efforts to obtain written correspondence must be documented in the SWPPP and available within 72
drainage systems, and restabilize the areas where sediment removal results in exposed soil. The removal and stabilization must take place
hours upon request. Permission to remove inlet protection based on a specific safety concern must still be obtained from the jurisdictional
within seven (7) days of discovery unless precluded by legal, regulatory, or physical access constraints. The Permittee shall use all
D. RECORD RETENTION
authority within 30 days of removal.
S.Temorary soil stockpiles must have silt fence other effective sediment controls, and
reasonable efforts to obtain access. If precluded, removal and stabilization must take place within seven (7) calendar days of obtaining
PERMANENT EROSION &SEDIMENTATION CONTROL METHODS
The SWPPP (original or copies) including, all changes to it, and inspections and maintenance records must be kept at the site during
cannot be placed in surface waters, including st ormwater conveyances such as curb and gutter systems, or conduits and ditches unless there
access. The Permittee is responsible for contacting all local, regional, state and federal authorities and receiving any applicable permits,
(THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE
construction by the Permittee who has operational control of that portion of the site.The SWPPP can be kept in either the field office or in an
is a bypass in place for the stormwater.
prior to conducting any work.
d.Crior tction site vehicle exit locations must be inspected for evidence of off -site sediment tracking onto paved surfaces. Tracked
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on site vehicle during normal working hours.
6.Vehicle tracking of sediment from the construction site (or onto streets within the site) must be minimized by BMPs such as stone pads,
sediment must be removed from all paved surfaces, within 24 hours of discovery, or if applicable, within a shorter time to comply with Part
VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO
CONSTRUCTION)).
concrete or steel wash racks, or equivalent systems. Street sweeping must be used if such BMPs are not adequate to prevent sediment from
IV.C.6.
All owner(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of the NOT as
being tracked onto the street (see Part IV.E.4.d.).
..The Permittee(s) are responsible for the operation and maintenance of temporary and permanent water quality management BMP., as well
1.
GENERAL SEED & MULCH (MIN. 6" TOPSOIL)
outlined in Part II.C. This does not include any records after submittal of the NOT.
for
7.The Permittee must install temporary sedimentation basins as required in Part III.B. of this permit.
i prevention and sediment control BMPs duration for the d f th nstr k cti t th it Th P itt
p ( ) are
all as a erosion rev, uon oe construction work at se. e Permittee(s)
a. SEED : MnDOT SEED MIX #250 AT A RATE OF 70 LHS /ACRE.
1.Any other permits required the project;
2.Records of all inspection and maintenance conducted during construction (see Part IV.E. Inspections and Maintenance);
responsible until another Permittee has assumed control according to Part II.B.5 over all areas of the site that have not been finally
b. FERTILIZER : 22 -5 -10 80% W.I.N. 0% CL AT A RATE OF 350 LBS.ACRE.
3.All permanent operation and maintenance agreements that have been implemented, including all right of way, contracts, covenants and other
stabilized or the site has undergone Final Stabilization, and o NOT has been submitted to the MPCA.
binding requirements regarding perpetual maintenance; and
f. If sediment escapes the construction site, off -site accumulations of sediment must be removed in a manner and at a frequency sufficient
c. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS ACRE AND DISC ANCHORED.
TONS/ ACRE
required calculations for design of the temporary and Permanent Stormwater Management Systems.
to minimize off -site impacts a fugitive sediment in streets could be washed into storm sewers b the next rain and/or pose a safety
P ( g" g y / P y
hazard to users of public streets).
2.
POND SEED & MULCH (MIN. 6" TOPSOIL).
5.All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
a. SEED : MnDOT SEED MIX #310 AT A RATE OF 82 LBS /ACRE.
these areas are protected from compaction due to construction equipment driving across the infiltration area.
b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 120 LBS /ACRE.
c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED.
I
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3. WETLAND SEED & MULCH (MIN 1' HYDRIC TOPSOIL)
890
508 -8890
239 -7024
227
757 -2719
a. SEED : MnDOT SEED MIX #325 AT A RATE OF 84 LBS /ACRE.
STORM WATER PONDING AREAS.
b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE.
(CONTRACTOR) WILL HAVE RESPONSIBILITY FOR
c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED.
IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION.
4. UPLAND BUFFER SEED & MULCH (MIN. 6" TOPSOIL).
TO PROCEED.
a. SEED : MnDOT SEED MIX #328 AT A RATE OF 88 LBS /ACRE.
THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CHAIN OF
b. FERTILIZER 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE.
RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE
c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED.
SWPPP WILL BE IMPLEMENTED AS FOLLOWS:
5. TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION
CONTRACTOR
a. SEED : MnDOT SEED MIX #110 (SPRING) OR #100 (WINTER) AT A RATE OF 100 LHS /ACRE.
BUSINESS NAME
b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 150 LBS /ACRE.
REAR YARD INLET PROTECTION
c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED.
(SEE TIMELINE : PART IV 132 -4 & #15).
EXISTING INLET PROTECTION(WIMCO)
CONTACT PERSON TELEPHONE (INCLUDE AREA CODE)
6. GENERAL NATIVE SEED & MULCH (MINIMUM 6" TOPSOIL)
PROPOSED CH INLET PROTECTION(WIMCO)
a. SEED : MnDOT SEED MIX #350 AT A RATE OF 84.5 LBS /ACRE.
O
b. FERTILIZER : 18 -1 -8 NATURAL BASE AT A RATE OF 120 LBS /ACRE.
CONTACT PERSON TELEPHONE (INCLUDE AREA CODE)
c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS /ACRE & DISC ANCHORED.
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7. SOD
CONTACT PERSON TELEPHONE (INCLUDE AREA CODE)
NARRATIVE & NOTES
THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS
1. SUPERDOG II CONSISTS OF THE GRADING, UTILITY, & SITE CONSTRUCTION ASSOCIATED
SHOWN ON THIS SHEET.
WITH CONSTRUCTION OF TWO BUILDINGS, PARKING LOT & THE STABILIZATION OF THESE
a
AREAS
CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA
+)
)
a+
POLLUTION CONTROL N.P.D.E.S. PERMIT.
2. PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS.
0
ALL BEST MANAGEMENT PRACTICES (BMP'S) SELECTED SHALL HE
3. ALL EROSION & SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS
APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED
AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, TEMPORARY SEDIMENTATION
DURATION OF USE.
BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND
SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED.
a. ROCK CONSTRUCTION ENTRANCES.
A COPY OF THESE PLANS MUST HE ON THE JOB SITE WHENEVER
b. SILT FENCE & TREE PROTECTION FENCE.
CONSTRUCTION IS IN PROGRESS.
c. EXISTING INLET PROTECTION.
d. TEMPORARY CULVERTS.
e. TEMPORARY SEDIMENTATION BASINS, TRAPS, AND OUTFALL FACILITIES.
TRAINING REQUIREMENTS
f. STORM WATER POND CONSTRUCTION.
g. COMMON EXCAVATION AND EMBANKMENT, UTILITY INSTALLATION AND
KURT D. QUAINTANCE, P.E.
STREET CONSTRUCTION.
DESIGN OF SWPPP CERTIFICATION (2007)
h. TEMPORARY SEED AND /OR MULCH.
UNIVERSITY OF MINNESOTA
i. HORIZONTAL SLOPE GRADING.
INSTRUCTORS : LEO HOLM & DWAYNE STENLUND
i. DITCH CHECK, SILT FENCE, & EROSION CONTROL
BLANKET.
k. PERMANENT SEED AND MULCH AND /OR SOD.
4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION & SEDIMENT
CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS
AND IMPLEMENT ANY ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES
NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY.
5. ALL EROSION & SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED BY
THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY
FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE
PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE CONTRACTOR
WHEN DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL THEN
RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH
THESE PLANS AND SPECIFICATIONS.
6. THE CONTRACTOR SHALL PROVIDE OR CONSTRUCT TEMPORARY
STORM WATER DRAINAGE FACILITIES AS MAY BE REQUIRED TO ALLOW
THE CONTRACTOR TO CONDUCT CONSTRUCTION OPERATIONS WITHIN THE
PONDING AREAS AS SHOWN ON THE PLAN AND AT THE SAME TIME
DEVELOPMENT SUMMARY
TOTAL LOT AREA 3.08 AC.
TOTAL DISTURBED AREA 1.13 AC.
EXISTING IMPERVIOUS AREA 0.90 AC.
TOTAL OVERALL IMPERVIOUS AREA 1.42 AC.
MAINTAIN STORM WATER DRAINAGE THROUGH THE SERIES OF AFFECTED
890
508 -8890
239 -7024
227
757 -2719
,1L:'. F'., i'7'
STORM WATER PONDING AREAS.
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11 , ,J-1'. .. ". .,,..I:.I + .
:... s , ,X.
7. DO NOT DISTURB ANY AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION
7/20/12 REV. PER CLIENT
.:
-
TO PROCEED.
PROPOSED EROSION /SEDIMENT CONTROL QUANTITIES
B. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS, AND OTHER
HEAVY -DUTY SILT FENCE
364 LF
VEGETATIVE COVER TO HELP FILTER RUNOFF.
MnDOT #250 SEED & MULCH (GENERAL)
0.39 AC
a
MnDOT TYPE 3 DITCH CHECK
5 EA
9. COVER OR STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE
REAR YARD INLET PROTECTION
3 EA
(SEE TIMELINE : PART IV 132 -4 & #15).
EXISTING INLET PROTECTION(WIMCO)
2 EA
N
PROPOSED CH INLET PROTECTION(WIMCO)
1 EA
10. TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL
CLIMATE CHANGES OR WEATHER EVENTS.
11. DELAY CONSTRUCTION OF INFILTRATION MEASURES UNTIL THE END OF PROJECT COORDINATES
THE CONSTRUCTION PROJECT WHEN UPSTREAM DRAINAGE AREAS HAVE
BEEN STABILIZED. N 44° 51' 23"
W 93' 35' 42"
12. DO NOT REMOVE TEMPORARY PERIMETER CONTROLS UNTIL AFTER ALL
UPSTREAM AREAS ARE FINALLY STABILIZED.
13. IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO KEEP PUBLIC
STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR
INGRESS TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DIRT
AND OTHER DEBRIS WHICH RESULTS FROM SAID CONSTRUCTION.
COST FOR THIS SHALL HE CONSIDERED INCIDENTAL TO THE CONTRACT.
14. ADEQUATE CONTROL OF DUST SHALL BE MAINTAINED BY THE CONTRACTOR;
NO PAYMENT FOR DUST CONTROL WILL BE MADE.
15. ALL DISTURBED AREAS NOT SPECIFICALLY MENTIONED IN THE FOLLOWING
NPDES REQUIREMENTS PART IV. B. MUST BE STABILIZED WITHIN ONE WEEK
OF THE COMPLETED CONSTRUCTION OPERATION.
UNDISTURBED VEGETATION
1
tlNt DIVERSION
1
1 %„
.�!v „r .
- '�� :\
-�;
SLOPE � `: � �, ./� i �� -G. I
DOZER TREADS CREATE X�� ^�� V+.
GROOVES PERPENDICULAR TO
SLOPE DIRECTION
HORIZONTAL SLOPE GRADING
2 "x2 "x18" MIN. WOOD STAKE
-2' MAXIMUM SPACING
CROSS SECTION
L
3.
1
PLAN VIEW Iv + i
!'¢�<f ttkd
Ir - 6
F__� 1
;K
1
D 17 GEOTEXTILE FABRIC
\ NOTE:
`1R MIN. REVERSE GRADIENT 0 = 3' MIN., 5' MAX.
A -A W = 10' MIN., 20' MAX.
MINIMUM SIZE - 1800 CU. FT. OF STORAGE VOLUME
FOR EACH ACRE DRAINING TO THE TRAP
TEMPORARY SEDIMENT TRAP
1' Spacing on upper end
�,_4" Overlap
p
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'0*"* 3>
•
3 1' Spacing
Minimum on Staples
level
6"
6"
Anchor slot *MINIMUM ANCHORING SHOWN
alternative
Fold under 6 "-
EROSION CONTROL BLANKET - CATEGORY 3
(TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS)
12" BIOROLL
N1 WATER
FLOW
PROFILE VIEW
DITCH CHECK - MnDOT TYPE 3
MnDOT CATEGORY 3
EROSION CONTROL BLANKET
- STAPLED & TRENCHED IN
DITCH GRADE
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FILE yAif. i.x F'#ti7PmL;9k.a.' ,
PROJECT CONTACTS
PROJECT ENGINEER
DEVELOPER:
CITY:
NPDES OFFICER:
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amm ENTRANCE
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KAREN JACKSON
JOSEPH SHAMLA, P.E. - PROJECT ENGINEER - CITY OF CHANHASSEN
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REVISIONS
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CAD FILE
22502 -10ERC
PROJECT NO.
22502 -10
2.2
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0__________________ ______
EX. SSMH
FRE 1006.33
INV 992.66
T
�T _ �T
T
I -r- T T
33' 8" PVC
�@ 2 .00%
I /-\ --F
L _ \,_/
- -- INV 984.39
A,
A,
- -- - -- - -- -- - --
STORM SEWER STRUCTURE
SCHEDULE
EX. SSMH
BLD.
RE 998.00
CASTING
INV 985.40
101
EX. SSMH
FRE 1006.33
INV 992.66
T
�T _ �T
T
I -r- T T
33' 8" PVC
�@ 2 .00%
I /-\ --F
L _ \,_/
- -- INV 984.39
A,
A,
- -- - -- - -- -- - --
1
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�@ 14.13%
11
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RE 986.60
INV 12" 984.10
INV 4" 984.60 0 41
U IV LJ°
EX CI3 2A
LL
\ I
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r. RE 987.84(PEA ROCK) 551 \
_ ... ,} INV 12" 983.78
h }, ,.
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INV 4" 984.28 .5.`•5::,.:x',; ��
4. a 75 LF -12 PVC
A 5 a ' �{ SDR 26 @ 0.42% }
I � I.. 0 .5 I ti 5 ,_ 5_ <, . <, _ _ F f5 5 `5 � h .jF` }_ •,. .5 _' ._ :� .I
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5. , }, 4 PVC SCH40 RISER
ROOF DRAIN W /OPEN S
GRATE & 90° BEND 77' -12" PVC 5
15
I i - - - - - -- oy }I
-� RIM 989.20 ^ 5'.. 55:5 5h...5.'. '}. ':h. .:5 `T�`•5 _ly -.�}. 5_�4 @ 0.42/ '7 /
I 6" PVC PLUG ^' 5 5. Z: y5.. _} .. 5S 5 5 }
r \ INV. 983.4f INV 986.00 `} . .55 .i' % j
42 LF -4" PVC SCH40 y' SSs :K.. I:., } _�- - -- :Sti.l -7
0 0 @ 3.33% .I • . '- ., '.� 5. I EX CB 2B
RIM 987.84(TURF)
} .
6 LF -12 PVC �/ INV 12" 983.46 i
STMH 104 INV 4" 983.96 5 1
}� S R.,.�6 .@ 0.62% j 46 LF -12 PVC
4 PVC SCH40 RISER RE 989.00 5- :I.; .. ti,. . : -...P
ff _ 5 , } SDR 26 _ @ 0.63%
ROOF DRAIN W /OPEN INV 12 983.79 EXISTING BUILDING
ti GRATE & 90 BEND INV 4 985.50 77 �5 '
L I - RIM 989.20 CBivIFi 103 FFE 989.2
INV 986.00 `� V RE 987.60 ,� ` TV -1' ' /
15 LF -4 PVC SCH40-----------
CH40 .J INV 983.75 = `.4 ..
/1 w a @ 3.33% EX STMH 2C y 6c?-'- 12 PVC
RE 991.57 _� x @ 0.71% �'`':ti:l
CUT INTO EX CB 2B & CONNECT
INV E/S 983.02 } WITH 12 PVC
55 . 'I
G 1.5 1SS: 4.' ': •51
4ti -.y,1 „ PLUG EXISTING �.___�._ .:':
4 PVC SCH40 RISER If } < .1 INV W 983.46(EX DOGHOUSE)
< » , 6 x 6 TEE \ I.. 5 :I
/� DRAIN WB BEND N FFE 989.2 NV 985.69 \ `'S° INV S 983.46(CUT NEW DOGHOUSE) }
F
RIM 989.20 5..
ff f
l 4 PVC SCH40 RISER - . � 6" DO
INV 986.00 ROOF DRAIN W /OPEN 6" -22 1/2° ` ` 5 REMOVE EXISTING 6" PLUG &
/ ° 9 LF -4" PVC SCH40 O Q BEND \ .5�{ CONNECT TO EXISTING 6 DIP WITH ------ . ` .
r GRATE & 90 BEND ;T 1 ..q
I I @ 5.56% RIM 989.20 4A 5+ 6 " -22 1/20 BEND(MAY REQUIRE
INV 986.00 5.`
,( 4x4 WYE 5. \ SLEEVE). CONTRACTOR TO VERIFY
7 LF -4" PVC SCH40 INV 985.87 K -;.; EXISTING LOCATION & ELEVATION. k.-
I '
04.43%
4 PVC SCH40 RISER 4 PVC SCH40 RISER �..:'•, ,: K :I I . 1
63' -12" PVC OOF DRAIN W /OPEN
ROOF DRAIN W /OPEN 5' S
o GRATE & 90 BEND A GRATE & 90 BEND ;: .1 L J
° @ 1.22% ° f . j. ..l
i Y� t NOTE : CONTRACTOR TO COORDINATE - PROPOSED
_ RIM 989.20 I IM 989.20 5...
sO INV 986.00 INV 986.00 -- -__ ___ 5 STORM SEWER AND WATERMAIN INSTALLATION AND
EX CBMH 2 ' ___- __= k ..;...s l,
55 LF -4 PVC SCH40 RIM 988.98 - 10 LF -4 PVC SCH40 - ; }55ti.:.fis CONNECTION, AND ABANDONMENT /REMOVAL OF
INV 982.78(E) @, 1.30% .':}':y }..
;��. @ 0.91 <, .I - EXISTING UTILITIES WITH OWNER TO MINIMIZE
.65 LF -6 PVC SDR26 @ 1.0011 - - - -- ,:•
INV 982.48 INV. 982.25 4.: I,I
'(INSULATE AS NECESSARY -4" .o` y FF 989.2 ,o.o` °- ; ;�' 5:5�y DISRUPTION OF SERVICE TO EX _NG. UILDING.
MIN. THICKNESS 5--- }. -..` �r;8r -- - -- S;.il
4 PVC SCH40 RISER E I , P PL ^
i
N HI:: i ..1 ''j_ ��.�_ _� 1
ROOF DRAIN W /OPEN INV; 983. ® ti'I - 5 5111
55'..4.'55• :.4 5_(,'!4.�'•r 5;��: ,('S..'.45'_.(`I �` ±� o GRATE & 90° BEND �I �, _ v�<° ;;`•5 5i; �5.y�� �;�
5'S I I I. I 111 Qf'_ O ________ - -; �I. S:.,.: , I- j'f,:�I II
RIM 989 20 � I •00 < o `� 1 I EX 6" PVC PLUG I
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INV 986.00 5.0' » I ^ v) I INV. 983.20- ESTIMATE ..�
�. }'. K..: ,., -4" PVC SCH40 Y 6 445° BEND y "; 5.. I
F
CUT 8 x 6 WYE INTO EXISTING 8 oy -10 -6 CL52 r----- - - - - -- y, }: n
@ 6.62/0 ff V, „ -
42 L�' +12 PVC --- - - - - --
SANITARY SEWER & CONNECT. DIP & 6 PIV Yo
1 .5 %.i 6"x 6" TEE v °SDR¢ @ 1.56% V i II}.5 S.I
STA 1 +00, INV 981.50 ; ::, li �_- - - - - -- 3.0• - -- - - - "� I
CONTRACTOR TO VERIFY EXISTING ; 4< < : - -- - - --
1...} .5. Y1 I k .<, < I.S; :'.yV' -4 S1.:....' \ \ /� .`. ..\ }. - %%I .41 \. } R,. 5 ,� -: }_' S •5.•: 5.'.5:'.}. ...}.: -. ri -T ^5._ __ ______�� \ II
:LOCATION _. & ELEVATION. i
< �4.
I S
I I 1
I I 1 I_� __ _____ ______ _ _ _ ____ _________'_f' _ •_____ ______ ____ __ �_5_ 5'_- _i'L__ -`,_ _ ____- II 1 I
}. �•" :. ti ,5... 'j :_4`. �` ',.. .Sf'' §51 1:5. ' S I� II _____(_I__,__( _ �_1_�_I______ ____, _____ -_`_ _`__ _ ___ _________ , _-
.. r
• 5`'� :`"�. :` }: 'Sj•1 I'.5r 111 II II 1 / / /^ I II II II
T
CONNECT TO EXISTING 6 DIP
WITH 6" -11 J° BEND. ADJUST 0 \P Ali 6 " -22 1/20-
}} �
/ GATE VALVE BOX TO PROPOSED 6 �� BEND
I Y\ !/ 1 I I I I/ / I I I I I I I I I \ \♦ ///
GRADE. CONTRACTOR TO VERIFY
EXISTING LOCATION & ELEVATION. 2 l'I5 STMH 101 STMH 102
U 52 LF -12 PVC
1 1 5 I /� I > RE 987.78 RE 988.21 EX CBMH 3
" INSTALL 6 "'x; 6" TEE SDR 26 @ 1.56% » RIM 986.62
i ■ INV 12 981.18 INV 981.84
G I }' I i -
& SALVAG Ib FIRE N CONNECT TO EX CBMH 1 INV 4 984.28 INV 975.24
HYDRANT 6 GV. `� tV WITH 12" PVC
GND ELEV ; 88.00 0 @ INV 980.37 -
11 00
> >
37' -24" RCP 1 ! 5 R.j -;; ------------------ --------------------------------------- - - - - -- > -- >
� 11 1.'41 y 11, ________________________ _ _ _���
@ 3.57% _ ��> > -,_ --- ______________________ --------------- - - - - -- =''
b 401' -24" RCP @ 2.54%
EX CBMH 1
> >�> > 6" DIP PLUG
RIM 985.77
N > § > 36' -24" RCP
\ II CUT INTO EXISTING 24 STORM , 1, INV 979.17 „, - I �I (SIZE NOT VERIFIED)
@ 4.69% -
- EWER & CONSTRUCT CBMH 106 INV 980.37(N -EX DOGHOUSE)
O 0/UP vP ��P 5 OHP OHP --OVER EXISTING PIPE aH 5 HP OHP� -OHP OHP OHP OHP
_ T RE 986.06 _ T T �. -
O �� - -- - - - -- --INV 980.00 T T T' T- Fn- -T r:.;. T °` \ti ST T T T -FEE E E -E
N ONTRACTOR TO VERIFY EXISTING- - 5} ;\ _:...� UFO - UFO - - -IFS - _ _1F0 `'. > uFO-�F
0o LOCATION &ELEVATION. _ _ - - ;; uFO - - UFO Fu o r
- 1- .�.. -i s -5- - - -- - - - - -- -.� -\\\` - -- -- - - - - -- - - -- - -- \ \�'� - - � 244'-8" PVC @ 1 93% F /, � / uF ��� � _TF T UFO UFO
T 5y \ .. T - \r. `� o UFO
_ S_S.
-- - - - - -- - LL -, -= UFO
}
F.0
i
- - -- -- UFO
_ -- - -- -- -- �� .' .. .......; 5 UFO UFO OF
___35�_}.iy -_ i__�i _ _ri ��'\\ -_ ' } }' '.1 }`•. '4,: _5 VAULT
IEX. CBMH `--------------------------- - - - - -- - - - - - -> - ---------- - -� -TC - -- ____ _______________ _____________________- _________ F •_�5 - -5 ;- 5`' -__ _ 5 5 5 - -_ ____ -----------------------------------------------
_ _
RE 989.45 EX. SSMH 183' -15" RCP 2.75%
INV 982.95 EX. CBMH EX. SSMH �■� �� -- -
3 o RE 988.25 EX. CBMH > 138' -27" RCP @ 0.82%
RE 986..0 8 2ND STREET EX. IN 983.33 97
-° INV 979.90 RE 983.21 � v
INV 983.00 EX. INV W 975.20
D CO INV 977.96 00 EX. INV S 975.13
I
_ - EX. INV N 975.33 N
�V
77
V
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NOTES1 ,
0'
I
I
F; 1. ALL STORM SEWER INSTALLATION PER CITY OF
CHANHASSEN SPECIFICATIONS. CONTACT GORDY
STAUFF(952- 227 -1166) 48 HOURS PRIOR TO
CONNECTING TO THE STORM SEWER.
EX. STMH 2. ALL SANITARY SEWER AND WATER INSTALLATION &
RE 994.19
INV 984.34(N) TESTING REQUIREMENTS PER CITY OF CHASKA
INV 984.24(S) SPECIFICATIONS. 48 HOUR NOTICE REQUIRED FOR ALL
INSPECTIONS. CONNECTION PERMITS MUST BE FILED
WITH THE CITY OF CHASKA. HYDROSTATIC TESTING FOR
THE WATER LINES WILL BE A 200 PSI TEST. FLUSHING
WILL BE ACCOMPLISHED WITH 3" MINIMUM DIAMETER
I I
I I
HOSE.
I
3. ALL REAR YARD CATCH BASINS MUST HAVE INLET
j PROTECTION INSTALLED ON THEM IMMEDIATELY AFTER
INSTALLATION.
I I
4. INLET PROTECTION (WIMCO) MUST BE INSTALLED IN
ALL PARKING LOT CATCH BASINS UPON COMPLETION
OF PARKING LOT.
5. ALL HYDRANTS TO BE WATEROUS PACER
WB -67 -250 PER CITY OF CHASKA SPECIFICATIONS.
HYDRANT THREADS TO MATCH CITY OF CHANHASSEN
SPECIFICATIONS.
X303' -15" RC J, 6. ALL EXISTING SANITARY SEWER & STORM SEWER RIM
&INVERT ELEVATIONS NEED TO BE VERIFIED BY THE
@ 5.10%
CONTRACTOR PRIOR TO CONSTRUCTION.
I I
I
7. ALL STORM SEWER TO BE PRESSURE TESTED PER
CITY OF CHANHASSEN REQUIREMENTS.
SEX CBMH 4 L �_
RIM 987.41
INV 15 978. 2 <
INV 4" 983.5 / 1
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RE 983.36
N
INV 972.78(W)
v INV 968.78(S,N)
H
1*1
~EX. CBMH
RE 981.17
INV 976.19(SW)
INV 967.09(NW,E)
J
�o ELEC
- - - AULT
q T �J
UFO UFO UFO _
_
FO
_
UFO UFO- - - -UF(T_ - UFO
---- - - - - --
S
EX. CBMH
RE 981.03
INV 976.83
SCALE IN FEET
0 20 40 60
1 inch = 20 feet
T.N.H. N.W. CORNER OF
CENTURY BLVD. & 82ND STREET
ELEV. 981.07
T.N.H. ON PRIVATE PROPERTY
N. OF 82ND ST. & EAST OF HAZELTINE BLVD.
ELEV. 996.62
■
STORM SEWER STRUCTURE
SCHEDULE
STRUCTURE N0.
BLD.
INSIDE DIM. NEENAH
CASTING
STMH
101
6.60'
48" DIA.
OZ
R -1642
�j IZ
STMH
102
6.37'
48" DIA.
1-I
E-4
R -1642
w
CBMH
103
3.85'
48" DIA.
R -4342
STMH
104
5.21'
48" DIA.
R -1642
■
CB
105
2.50'
27" DIA.
R -4342
rn
CBMH
106
6.06'
48" DIA.
I--r
R -3067V
1
64' -15" RCP
�@ 14.13%
11
n i
CB 105
RE 986.60
INV 12" 984.10
INV 4" 984.60 0 41
U IV LJ°
EX CI3 2A
LL
\ I
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\ i1 ; 45 ._ ;,
r. RE 987.84(PEA ROCK) 551 \
_ ... ,} INV 12" 983.78
h }, ,.
}
INV 4" 984.28 .5.`•5::,.:x',; ��
4. a 75 LF -12 PVC
A 5 a ' �{ SDR 26 @ 0.42% }
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GRATE & 90° BEND 77' -12" PVC 5
15
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RIM 987.84(TURF)
} .
6 LF -12 PVC �/ INV 12" 983.46 i
STMH 104 INV 4" 983.96 5 1
}� S R.,.�6 .@ 0.62% j 46 LF -12 PVC
4 PVC SCH40 RISER RE 989.00 5- :I.; .. ti,. . : -...P
ff _ 5 , } SDR 26 _ @ 0.63%
ROOF DRAIN W /OPEN INV 12 983.79 EXISTING BUILDING
ti GRATE & 90 BEND INV 4 985.50 77 �5 '
L I - RIM 989.20 CBivIFi 103 FFE 989.2
INV 986.00 `� V RE 987.60 ,� ` TV -1' ' /
15 LF -4 PVC SCH40-----------
CH40 .J INV 983.75 = `.4 ..
/1 w a @ 3.33% EX STMH 2C y 6c?-'- 12 PVC
RE 991.57 _� x @ 0.71% �'`':ti:l
CUT INTO EX CB 2B & CONNECT
INV E/S 983.02 } WITH 12 PVC
55 . 'I
G 1.5 1SS: 4.' ': •51
4ti -.y,1 „ PLUG EXISTING �.___�._ .:':
4 PVC SCH40 RISER If } < .1 INV W 983.46(EX DOGHOUSE)
< » , 6 x 6 TEE \ I.. 5 :I
/� DRAIN WB BEND N FFE 989.2 NV 985.69 \ `'S° INV S 983.46(CUT NEW DOGHOUSE) }
F
RIM 989.20 5..
ff f
l 4 PVC SCH40 RISER - . � 6" DO
INV 986.00 ROOF DRAIN W /OPEN 6" -22 1/2° ` ` 5 REMOVE EXISTING 6" PLUG &
/ ° 9 LF -4" PVC SCH40 O Q BEND \ .5�{ CONNECT TO EXISTING 6 DIP WITH ------ . ` .
r GRATE & 90 BEND ;T 1 ..q
I I @ 5.56% RIM 989.20 4A 5+ 6 " -22 1/20 BEND(MAY REQUIRE
INV 986.00 5.`
,( 4x4 WYE 5. \ SLEEVE). CONTRACTOR TO VERIFY
7 LF -4" PVC SCH40 INV 985.87 K -;.; EXISTING LOCATION & ELEVATION. k.-
I '
04.43%
4 PVC SCH40 RISER 4 PVC SCH40 RISER �..:'•, ,: K :I I . 1
63' -12" PVC OOF DRAIN W /OPEN
ROOF DRAIN W /OPEN 5' S
o GRATE & 90 BEND A GRATE & 90 BEND ;: .1 L J
° @ 1.22% ° f . j. ..l
i Y� t NOTE : CONTRACTOR TO COORDINATE - PROPOSED
_ RIM 989.20 I IM 989.20 5...
sO INV 986.00 INV 986.00 -- -__ ___ 5 STORM SEWER AND WATERMAIN INSTALLATION AND
EX CBMH 2 ' ___- __= k ..;...s l,
55 LF -4 PVC SCH40 RIM 988.98 - 10 LF -4 PVC SCH40 - ; }55ti.:.fis CONNECTION, AND ABANDONMENT /REMOVAL OF
INV 982.78(E) @, 1.30% .':}':y }..
;��. @ 0.91 <, .I - EXISTING UTILITIES WITH OWNER TO MINIMIZE
.65 LF -6 PVC SDR26 @ 1.0011 - - - -- ,:•
INV 982.48 INV. 982.25 4.: I,I
'(INSULATE AS NECESSARY -4" .o` y FF 989.2 ,o.o` °- ; ;�' 5:5�y DISRUPTION OF SERVICE TO EX _NG. UILDING.
MIN. THICKNESS 5--- }. -..` �r;8r -- - -- S;.il
4 PVC SCH40 RISER E I , P PL ^
i
N HI:: i ..1 ''j_ ��.�_ _� 1
ROOF DRAIN W /OPEN INV; 983. ® ti'I - 5 5111
55'..4.'55• :.4 5_(,'!4.�'•r 5;��: ,('S..'.45'_.(`I �` ±� o GRATE & 90° BEND �I �, _ v�<° ;;`•5 5i; �5.y�� �;�
5'S I I I. I 111 Qf'_ O ________ - -; �I. S:.,.: , I- j'f,:�I II
RIM 989 20 � I •00 < o `� 1 I EX 6" PVC PLUG I
5'..4. .55 .. 5} _ " }. .., . }.. .5 �'•" j' l I ... 1 I I IF. }!' ._�
INV 986.00 5.0' » I ^ v) I INV. 983.20- ESTIMATE ..�
�. }'. K..: ,., -4" PVC SCH40 Y 6 445° BEND y "; 5.. I
F
CUT 8 x 6 WYE INTO EXISTING 8 oy -10 -6 CL52 r----- - - - - -- y, }: n
@ 6.62/0 ff V, „ -
42 L�' +12 PVC --- - - - - --
SANITARY SEWER & CONNECT. DIP & 6 PIV Yo
1 .5 %.i 6"x 6" TEE v °SDR¢ @ 1.56% V i II}.5 S.I
STA 1 +00, INV 981.50 ; ::, li �_- - - - - -- 3.0• - -- - - - "� I
CONTRACTOR TO VERIFY EXISTING ; 4< < : - -- - - --
1...} .5. Y1 I k .<, < I.S; :'.yV' -4 S1.:....' \ \ /� .`. ..\ }. - %%I .41 \. } R,. 5 ,� -: }_' S •5.•: 5.'.5:'.}. ...}.: -. ri -T ^5._ __ ______�� \ II
:LOCATION _. & ELEVATION. i
< �4.
I S
I I 1
I I 1 I_� __ _____ ______ _ _ _ ____ _________'_f' _ •_____ ______ ____ __ �_5_ 5'_- _i'L__ -`,_ _ ____- II 1 I
}. �•" :. ti ,5... 'j :_4`. �` ',.. .Sf'' §51 1:5. ' S I� II _____(_I__,__( _ �_1_�_I______ ____, _____ -_`_ _`__ _ ___ _________ , _-
.. r
• 5`'� :`"�. :` }: 'Sj•1 I'.5r 111 II II 1 / / /^ I II II II
T
CONNECT TO EXISTING 6 DIP
WITH 6" -11 J° BEND. ADJUST 0 \P Ali 6 " -22 1/20-
}} �
/ GATE VALVE BOX TO PROPOSED 6 �� BEND
I Y\ !/ 1 I I I I/ / I I I I I I I I I \ \♦ ///
GRADE. CONTRACTOR TO VERIFY
EXISTING LOCATION & ELEVATION. 2 l'I5 STMH 101 STMH 102
U 52 LF -12 PVC
1 1 5 I /� I > RE 987.78 RE 988.21 EX CBMH 3
" INSTALL 6 "'x; 6" TEE SDR 26 @ 1.56% » RIM 986.62
i ■ INV 12 981.18 INV 981.84
G I }' I i -
& SALVAG Ib FIRE N CONNECT TO EX CBMH 1 INV 4 984.28 INV 975.24
HYDRANT 6 GV. `� tV WITH 12" PVC
GND ELEV ; 88.00 0 @ INV 980.37 -
11 00
> >
37' -24" RCP 1 ! 5 R.j -;; ------------------ --------------------------------------- - - - - -- > -- >
� 11 1.'41 y 11, ________________________ _ _ _���
@ 3.57% _ ��> > -,_ --- ______________________ --------------- - - - - -- =''
b 401' -24" RCP @ 2.54%
EX CBMH 1
> >�> > 6" DIP PLUG
RIM 985.77
N > § > 36' -24" RCP
\ II CUT INTO EXISTING 24 STORM , 1, INV 979.17 „, - I �I (SIZE NOT VERIFIED)
@ 4.69% -
- EWER & CONSTRUCT CBMH 106 INV 980.37(N -EX DOGHOUSE)
O 0/UP vP ��P 5 OHP OHP --OVER EXISTING PIPE aH 5 HP OHP� -OHP OHP OHP OHP
_ T RE 986.06 _ T T �. -
O �� - -- - - - -- --INV 980.00 T T T' T- Fn- -T r:.;. T °` \ti ST T T T -FEE E E -E
N ONTRACTOR TO VERIFY EXISTING- - 5} ;\ _:...� UFO - UFO - - -IFS - _ _1F0 `'. > uFO-�F
0o LOCATION &ELEVATION. _ _ - - ;; uFO - - UFO Fu o r
- 1- .�.. -i s -5- - - -- - - - - -- -.� -\\\` - -- -- - - - - -- - - -- - -- \ \�'� - - � 244'-8" PVC @ 1 93% F /, � / uF ��� � _TF T UFO UFO
T 5y \ .. T - \r. `� o UFO
_ S_S.
-- - - - - -- - LL -, -= UFO
}
F.0
i
- - -- -- UFO
_ -- - -- -- -- �� .' .. .......; 5 UFO UFO OF
___35�_}.iy -_ i__�i _ _ri ��'\\ -_ ' } }' '.1 }`•. '4,: _5 VAULT
IEX. CBMH `--------------------------- - - - - -- - - - - - -> - ---------- - -� -TC - -- ____ _______________ _____________________- _________ F •_�5 - -5 ;- 5`' -__ _ 5 5 5 - -_ ____ -----------------------------------------------
_ _
RE 989.45 EX. SSMH 183' -15" RCP 2.75%
INV 982.95 EX. CBMH EX. SSMH �■� �� -- -
3 o RE 988.25 EX. CBMH > 138' -27" RCP @ 0.82%
RE 986..0 8 2ND STREET EX. IN 983.33 97
-° INV 979.90 RE 983.21 � v
INV 983.00 EX. INV W 975.20
D CO INV 977.96 00 EX. INV S 975.13
I
_ - EX. INV N 975.33 N
�V
77
V
V
V
v
Y
NOTES1 ,
0'
I
I
F; 1. ALL STORM SEWER INSTALLATION PER CITY OF
CHANHASSEN SPECIFICATIONS. CONTACT GORDY
STAUFF(952- 227 -1166) 48 HOURS PRIOR TO
CONNECTING TO THE STORM SEWER.
EX. STMH 2. ALL SANITARY SEWER AND WATER INSTALLATION &
RE 994.19
INV 984.34(N) TESTING REQUIREMENTS PER CITY OF CHASKA
INV 984.24(S) SPECIFICATIONS. 48 HOUR NOTICE REQUIRED FOR ALL
INSPECTIONS. CONNECTION PERMITS MUST BE FILED
WITH THE CITY OF CHASKA. HYDROSTATIC TESTING FOR
THE WATER LINES WILL BE A 200 PSI TEST. FLUSHING
WILL BE ACCOMPLISHED WITH 3" MINIMUM DIAMETER
I I
I I
HOSE.
I
3. ALL REAR YARD CATCH BASINS MUST HAVE INLET
j PROTECTION INSTALLED ON THEM IMMEDIATELY AFTER
INSTALLATION.
I I
4. INLET PROTECTION (WIMCO) MUST BE INSTALLED IN
ALL PARKING LOT CATCH BASINS UPON COMPLETION
OF PARKING LOT.
5. ALL HYDRANTS TO BE WATEROUS PACER
WB -67 -250 PER CITY OF CHASKA SPECIFICATIONS.
HYDRANT THREADS TO MATCH CITY OF CHANHASSEN
SPECIFICATIONS.
X303' -15" RC J, 6. ALL EXISTING SANITARY SEWER & STORM SEWER RIM
&INVERT ELEVATIONS NEED TO BE VERIFIED BY THE
@ 5.10%
CONTRACTOR PRIOR TO CONSTRUCTION.
I I
I
7. ALL STORM SEWER TO BE PRESSURE TESTED PER
CITY OF CHANHASSEN REQUIREMENTS.
SEX CBMH 4 L �_
RIM 987.41
INV 15 978. 2 <
INV 4" 983.5 / 1
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RE 983.36
N
INV 972.78(W)
v INV 968.78(S,N)
H
1*1
~EX. CBMH
RE 981.17
INV 976.19(SW)
INV 967.09(NW,E)
J
�o ELEC
- - - AULT
q T �J
UFO UFO UFO _
_
FO
_
UFO UFO- - - -UF(T_ - UFO
---- - - - - --
S
EX. CBMH
RE 981.03
INV 976.83
SCALE IN FEET
0 20 40 60
1 inch = 20 feet
T.N.H. N.W. CORNER OF
CENTURY BLVD. & 82ND STREET
ELEV. 981.07
T.N.H. ON PRIVATE PROPERTY
N. OF 82ND ST. & EAST OF HAZELTINE BLVD.
ELEV. 996.62
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SITE DATA
EXISTING /PROPOSED ZONING
PUD
CENTURY BLVD. & 82ND STREET
SITE AREA
3.08 AC.
134,050
S.F.
EXISTING BUILDING COVERAGE
BLVD.
ELEV. 996.62
KENNEL BUILDING
12.5%
16,711
S.F.
TOTAL OVERALL BUILDING COVERAGE
O
Lo
VET. CLINIC & KENNEL BUILDING
18.7%
25,121
S.F.
EXISTING PARKING COVERAGE
13.0%
17,388
S.F.
TOTAL OVERALL PARKING COVERAGE
20.3%
27,235
S.F.
EXISTING IMPERVIOUS
29.3%
39,243
S.F.
TOTAL OVERALL IMPERVIOUS
46.2%
61,890
S.F.
PARKING DATA
-1 / PARKING STALL RATIOS:
L _ - OFFICE (1 STALL PER 200 SF)
VET. CLINIC (1 STALL PER 150 SF)
I _I
�`_ / \'�\ / KENNEL (1 STALL PER 1,000 SF - FIRST 10,000 SF)
< I (1 STALL PER 2,000 SF - REMAINDER)
•
CENTURY BLVD. & 82ND STREET
ELEV. 981.07
T.N.H. ON PRIVATE PROPERTY
N. OF 82ND ST. & EAST OF HAZELTINE
BLVD.
ELEV. 996.62
NOTES
1. ALL DIMENSIONS SHOWN ARE TO THE
BACK
OF CURB UNLESS OTHERWISE NOTED.
O
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18.5' X 9'
W
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18.5' X 9'
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23.6 5.0' RAD ENCLOSURE.
\ I 23.4' -y
f C-�- . 5.. �5 I \
\ 5 ; `; .:, _. ,. 5 °'4, \ OFFICE 711 SF(EXISTING) + 150 SF(PROPOSED) = 4 STALLS
1 \ I .��` 36.7 I \ ,� 5'.� � 5:' S 5
S:' O N
- C T -
Ii_ 5 VET. CLINIC 4 050 SF(PROPOSED) - 27 STALLS o
N KENNEL
�- 'ciLl .<! h ,�_\ 5?. f: !_ i5 :'..5 :. �� , = O i U
KENNEL 16,000 SF EXISTING + 4,210 SF PROPOSED 15 STALLS N 3 ° ° z
'�.. SF( ) SF( PROPOSED) -° +-� •(n (n Q
J C f \\ J o 3
' 77.3
IS I J_ ' b -;',y ; L J REQUIRED PARKING STALLS: .� 0 a ` N
O•~ 5.8' f- M 1.3' 1 55. .I 1. 5. :I T L L u .
r \ 1 v____,__T�. _ TOTAL PARKING STALLS REQUIRED 46 STALLS >
26.5 -y ( --- ; . J^',.: �- 7777 -- ..5 '. �� 7 C ' a�i
------------
/ 1 8.0' </ ' 5.. .' Sr 4.3' `�' _ S 5 "t: 'T :, 'S -'11 / _ _ +(.: .5 __r_ 5_ _ _ _ J "4 U ° � a 0 � g Y
x_18.5 .0�- 5ti_•.L .. s. 5S' :5' 55 5 - HANDICAP PARKING STALLS REQUIRED 2 STALLS ° - CL
k 11
10.0 ':'':.. 5 `,15:5 ,.._51 - -' - -4 {I�}`
TYP CONSTRUCT CONCRETE y 5; :Kf•: :... 4. - `- K.. 'SI L T N
0 0 0 0_r < rn '.`` :'�.5� ,.'.5(',' �$ -' �'. ; ,� / REGULAR PARKING STALLS REQUIRED 44 STALLS
PEDESTRIAN RAMP -TYPE 2 ti 15ti. 5 I 5 h: 4� / 4 ( 1
013- (6 PROVIDED PARKING STALLS:
TOTAL PARKING STALLS PROVIDED 46 STALLS
/ 3.0'
5.3'
a.'.
r....... ... 5 '� - G I I y . 1 :
55 ' HANDICAP PARKING STALLS PROVIDED 3 STALLS
KENNEL/DOG EXISTING REGULAR PARKING STALLS PROVIDED 43 STALL
S
I
°10 DAYCARE /VET 40' < <� KEN N E� /DOG V >
4 ,L - - / s: 54; i Y� L PARKING LOT ISLAND CALCULATION:
5.0' RAD F55 5`5 4.'S 5
CLINIC o rr L--=- z' -:�` :' DAYCARE 55: ti9 1 -10 WIDE ISLAND PER 6000 SF OF IMPERVIOUS PARKING SURFACE
oi
27,235 SF = 5 ISLANDS
M (82410 SE o 1 06 4 GATE
I
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5.51 ..5•' '
-
8 GATE \ / `sA '
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26.5 * , /
- -_--�- 7777 --
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... '...5 5' - CONSTRUCT CONCRETE ----- 7777 --
..4.�.5'. 1.. St� 5 III III
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4.4 PEDESTRIAN RAMP
35.0' RAD o o CONSTRUCT CONCRETE 5.0' RAD 2.0' RAD
PEDESTRIAN RAMP
00
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N> > __/ ______________________
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Fo AMP " .`; - ' OF \ \ UFO T
r, . 5... 5_��5. ___ ___ ____.:�____. -4) _T_q ~y. • - -5 77.7.7 7777 -- 7777 -- -s. �' p ��IfF.O UFO T UFO UF-6 UFOT T
L.
5:. UFO UFO
3 l MATCH EXISTING BITUMINOUS PATH 4, :5. _ _ _ ___ __ _ uFO�-
.,.. i -� --
-- 77 77-- _ - -_ -- - _-- �5- - _S__ti -� -_ �_ - -_ -- 7777 -- S .4 X5.5. �� 45.T5. ..5. 'S .5`+ -- T\�`�
--- 7777 -- 7777 -- _ /3i_`_4 -5 A54. /,5` }�.5t'. 5 '\ OF UFO UFO UFO UFO UFO -
-- - -- 1717- -- ' { -- -- -- - - `1\\5 '-- ---- - - - - -- 7777- J/j l:d 5_ UFO 7F0- UFO
>� - --- - -- - - - -- 7777 - -- -- - -- ___ 7777 7777- 7777 - - 5`\ \ 7777 77 77- 7777 --
Q- - - - - -- 7777 -� - - - - -- 7777 -� ------ - - - - -> 7777 -- _ -= ;- �.�.� -- --- - -\ -
-
-- ---------------------- - - >- - - - - -- - - 7777 -- ------------------------------- 7777 --
- --
0 25.0' RAD 82ND STREET
N
o -
Ln - IN
N
SCALE IN FEET
0 20 40 60
1 inch = 20 feet
T.N.H. N.W. CORNER OF
CENTURY BLVD. & 82ND STREET
ELEV. 981.07
T.N.H. ON PRIVATE PROPERTY
N. OF 82ND ST. & EAST OF HAZELTINE
BLVD.
ELEV. 996.62
NOTES
1. ALL DIMENSIONS SHOWN ARE TO THE
BACK
OF CURB UNLESS OTHERWISE NOTED.
2. ALL PARKING STALLS AGAINST CURB
ARE
18.5' X 9'
3. ALL HANDICAPPED PARKING STALLS
ARE
18.5' X 9'
4. B612 CONCRETE CURB & GUTTER (TYP.)
Z
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DATE
5/4/12
REVISIONS
7/20/12 REV. PER CLIENT
CAD FILE
22502 -10PAV
PROJECT NO.
22502 -10
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ENTRY K TREES. ADD ROCK MULCH AND
III 2 9 ' }1 \/ 1/ 1 I j
ROCK MULCH FROM I H A , .;.11 IRRIGATION BELOW MULCH. f 1 I
BACK OF CURB TO 1 - �0 RELOCATE �2) EXISTING ! _ _ --i + / I '
4W EVERGREEN TREES TO . , , I � ;;7Fn: i- -j, ..� `; / I I I
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TREES. SEE NOTES. i 11 . H I <.til l F ". ;i 1, ti;M1 I I
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Landscape Notes:
1. Tree saucer mulch for trees outside plant beds, shall be four inches (4 ") depth natural single -shred hardwood bark
2. Refer to civil plan sheets for grading & erosion control.
3. All plant material shall comply with the latest edition of the American Standard for Nursery, American Association of Nurserymen. Unless noted otherwise,
deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified.
4. Plan takes precedence over plant schedule if discrepancies in quantities exist.
5. All proposed plants shall be located and staked as shown unless built conditions vary from plan.
6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant
changes may require city review and approval.
7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after
installation. Schedule plant deliveries to coincide with expected installation time within 36 hours.
8. All plant materials shall be fertilized upon installation as specified.
9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements.
10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might
negatively affect plant establishment, survival or guarantee, they must bring these deficiences to the attention of the landscape architect & client prior to bid
submission.
11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site.
12. Fencing:
a. Atop Retaining Walls: 6' Black Vinyl Chain Link, to match existing on -site from Phase I.
b. Surrouding Dog Yard & Street / Sideyards: 6' Cedar Privacy, with lattice top 2', to match existing on -site from Phase I.
13. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. Any acts of vandalism or damage which may
occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not
limited to, pruning, fertilization and disease /pest control.
14. The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 10%
die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer /rodent protection measures
for the plantings during the warranty period.
15. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city
based on applicant information, public input, council decisions, etc. The landscape contractor is responsible for utility location verification.
16. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process and
coordinating their work scope with the general contractor.
17. Plant size & species substitutions must be approved in writing prior to acceptance in the field
18. The landscape contractor shall furnish an Irrigation Layout Plan for head -to -head coverage of all turf and shrub planting areas. Use commercial -grade irrigation
equipment and provide product cut - sheets and (4 ) copies of the proposed layout plan to the landscape architect for review and a pp roval. Coordinate irrigation
connection point, controller, backflow and valving locations with the architect & general contractor. Irrigation is not required within the native seeding areas.
Connect to Phase I irrigation system and ensure no gaps in water coverage.
19. Trees shown for relocation shall be moved by a mechanical tree spade and are to be fertilized and mulched with a 3' saucer of single -shred hardwood mulch
upon relocation. Insure spaded trees receive water for the first 2 weeks of transplant.
20. Native Seed Area Mix:
MnDOT #350 Urban Prairie
®
Rate: 40 lbs. per acre
Application: Drill into compacted seed bed and anchor with MnDOT Type 1 mulch at 2 tons /acre
21. All proposed shrub beds shall receive 4" depth of 1" dia. washed river stone mulch, to match existing at main building. Place over non -woven weed mat.
Planting Palette:
TREES:
Qty.
Key
Scientific Name
Common Name
Size
Root
Notes
2
A
Acer x freemanii'Jeffersred'
Autumn Blaze Maple
2.5" Cal.
B &B
Specimen
3
B
Quercus bicolor
Swamp White Oak
2.5" Cal.
B &B
Spring Dug
3
1 C
Malus x 'Prairie Rose'
Prairie Rose Crabapple
1.5" Cal.
B &B
Specimen
5
D
Amelanchier X grandiflora 'Autumn Brilliance'
Autumn Brilliance Serviceberry
6' Hgt.
B &B
3 -Cane Clump
2
E
Picea glauca densata
Black Hills Spruce
6' Hgt.
B &B
Full Form
SHRUBS:
Qty.
Key
Scientific Name
Common Name
Size
Root
Notes
3
G
Taxus x media 'Tauntonii
Taunton Spreading Yew
#2
POT
Healthy/Full
42
H
Juniperus Sabina
Savin Juniper
#3
POT
Healthy/Full
11
I I
Aronia melanocarpa 'Morton'
Iroquois Beauty Chokeberry
#5
POT
Healthy/Full
10
J
Cornus stolonifera 'Farrow'
Arctic Fire Dogwood
#5
POT
Healthy/Full
29
K
Spiraea japonica 'Neon Flash'
Neon Flash Spirea
#2
POT
Healthy/Full
52
L
Calamagrostis x acutiiflora 'Karl Foerster'
Karl Foerster Feather Reed Grass
#2
POT
Healthy/Full
(MINIMUM WIDTH
ALL
CLAMING HOLE
DOES NOT APPLY
ARE AS
A
DIMENSIONS
N MASS PLANING
OL
FOLLOWS
BEDS)
A A A C
�LPNTING Po NPNG LOOSENED
SOL
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vAp q BLE 1z'
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STOCK STIXX STOCK MACHINE - TRANSPLANT
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PLANTING DETAIL FOR STEEP SLOPES�C
sigrvwARDPUNT NO'ETAILSE(ry
o PAREOPU rvD �ACK
REUT LEESErvE
FlMISHED GRADE
PLANTING DETAIL FOR MPJSS PLANING BEDS
N IiF a�nrvilry l�ry EgLL, EEn15 MUST aE
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ulrzEmErvrs. THE EELLEWIrvc
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vuROHncce FEW LINIErv, °ROn°ru 11
APPLE, PLUIwcHE-
EASE, AND SUMAC.
W- INDICATES PROJECT LOCATION
SPRING FALL
KEV
13 uNE is MAY IT JUNE, MAVlT NOVA is SECT. is
OPTIMUM PLANING DATE ZONES IN MINNESOTA
.. : .'
INSTALL GRANULAR FILTER
_ HERTH,N
EIrvISHED .RASE.
,:•gDnERa'DIgYE
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LADDER
sgrvD ArvD ssN INPLACE SOIL
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APPREVED `YTHE Erv0 EER 'AN
nrvc ACC ETE
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INSTALL MINI -BERM
OR aED VSTHE DEPTH OE
THE REET Mgss.
PLAN OR CTE
PINTIrvc DETAIL (I EACC
t.�FOM A DDLEE -GWERED CHUNDER USING G3]' GRID 1.T pWEt ME roP EDCE F
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STAIi4 INTO 1HE .I' OP Y FROM 111E FH1EN F ME ME SIDE TABS ON THE WINDS OF
TIEE SIEY. ME CRaE.
1K' MIN MT. FOR DECIDUOUS
1��9El1URE 1E IE911 CILHOER TO 111E OUTSIDE F THE LEES ANE 11' YX. XT. i0R ME MINCES AHD FAN
STAKES USING 0TER SCREWS AND WA HMS OR NNE TREES 1wNl ME 1 /.' SD SERE
R TOET- LDCAHG TICS NAND 111E OWEILM. ,5Q STAIEG YM MOOf FIN 111E
APPROOIIAIELY 9' W �NIER NARG IIIE OWERAP. MINCES IHIEfl IECT IIIE „OFE
_. FALy SE ROUND MEAD ON.VNIIZED 1 /B• qA •
J /9' LWG WM WASHERS AML ff THE NNE NY RNMnE „oW
TOWARDS ME INEI F TIE „LIRE.
SERE YE9H
♦. PUSH ME STAKE INTO IS °IWIO,
O�IUI[MET -LOG( lE3 SMNL BE Httq! NID AT ,EAST! A MHIYIA F 11'. O E M SIX
LWG STALE
L•9YED THE LOWER EDGE F ME MESH CSIINIER 1' LANDSCAPE TAB ((E' CENOM, z
ER TAB MRW W THE MOFS IN
FLOW nE SILL SURFACE WMWT DISTURBING ME FREE HE ] TO K TAPS AT OPPE TO
ROOTS ACES TO SEOUSE 111E M0E ro
1NE WOUND.
III COME SELL NOT BE PERMTIEO AT ME TOP OF
CWIIMDER. WT ME STAKE FLU M WITH ME TOP F ME & -MI WILMH ME CYLHFR SMNL
CILWCEIR. HOT D(CEEI ] DEPM AND SMALL BE
P...YULW YMX ME CYLINDER SINL HOT DI® Y PULLED BACK FROM ME MURK AS
DEPM AMID SMNL BE PLUID BACK FROM TIE MUIK AS 1 YIN S E FED IH MULCH PLACEMENT
SPECIFIED IN MLLW PLACEMENT DETJLL. DETAIL.
1.��ME BOTTOM WHORL F PINE BRAN YAY MAZE ro ff LAME BORON Yldi F NNE
QHTS
REMOSED ro PERMT INSTALLATION F 12 YIN. M°WT BRANCHES MAY RASE TO BE
RODENT GUARDS. REYDWEO ro ERYT IXSTNLATOX
F tY WIN. HEIGHT RODENT WARDS
IHSTNL ON ALL DECIDUOUS AMID NNE TREE DO HOT INSTWE
S
OX TRUCE TREES HSTNL O NL DECIDUOUS A
NNE 11EE3 DO HOT INSTALL ON N
TRUCE 1RfES
RODENT PROTECTION DETAIL (OPTION 1)
' 1DI 9E FOR
CEtlD0009 TREES;
,Ie W MT FDR DE°g1g15 GENERAL NOTES
FEES AND 1Y YIN. MT. FOR
NNE TREES t ' ME SPECK. PROMSINS FOR SPECIFIC PROJECT REWMEYENTSE
1/9. ON.VANREO WE THE PLANTING DETAILS REPRESENT ACEWAIELY WANED �L
STNS YM NOOK LWgTIOHS 111E CONTRACTOR SIOLLD EJERtlSE OStlREIIW IN
SETTING PLANTS 1' -S HIGHER IN POORLY DRNNED SOLS W USING
N.TERHATISE RANTING DETNLS ON SHEET S
R.NInXG MORE NA
130 LBS -MGM DD19 BED WLTIVATOX ME CONTRACTOR IS RESPONSIBLE iW PRONGING ADEQUATE DRNHA(E
IH MEAW POORLY ORNXED OR IMERMOUS SELS.
BROW! WH�L'NLLOR LOOSEN AL IS "LED TREE "HTHG LOGTWS NIG RNInXC FOS
CEPM F 1Y. SDL NEHDIEHIS 91NL SE APFVED
TO A G CULTIVATION.
IF PER TAS LANDSCAPE STARE DuYHC aLnvAnW.
10' Y . 1 PEN TAB USE LLLTVAIED TURD AMENDED SOL E%GVAIED FROM PLNRTHC HOLES.
aACI6LL SOL REMOSE Au IEBYS INIxuMHO ROCKS LMfEIR MAIN ]• MEAETER.
,��
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JIH TbB1
TOP TAB COMPOST
Jil/WT ]BGO
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YLLW MAIEYN. Mn Or SB31 Il£E O UNLESS OTHERWISE SPECIFIED.
UHF N
S PREPARE PLANT TAMING F _ W LESS. R.NIT IN STAG ROUS
ON THE EWLEIER FIRST MEN UNFWILY NLL IN YM
MENUMNS OUAHTItt. U IRIAMGLLM TACIHG. UNLESS 5E(FEO
OTHERWISE. PROWDE 5�RMUS CIEAR OF 9RU11 AROUND EACI
MASS PLANTING DECIDUO S IFE A B' RADIUS AROUHO EAW EARGR EEH TREE MG
4 �Xp
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TREE PLANTING PNXT TREE CIRCUYPERNICE FROM .ROUND UNE TO FIRST MAJOR
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RAtlET CIGHOC TIES ATTACHED TO A
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SEEDLING TREE SHELTER DETAIL
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RODENT PROTECTION DETAIL
HOLES
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GUIDELINES
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ENGINEERING
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5309
PLANTING DETAIL
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ENGINEERING
DEPARTMENT
I PLATE
5310
PLANTING DETAIL
(11701
FILE HAMS
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REVISE°'
ENGINEERING
DEPARTMENT
PLATE
5311
PLANTING DETAIL
q
Landscape Requirements:
City required landscape materials are calculated as follows:
Total Project Budget: $2.5M = $40,000 Req. Landscaping
1,300 SF Retaining Wall: $20,000 Est. Cost
325 LF Fencing: $10,000 Est. Cost
Plant Materials: 10 000 Est. Cost
$ i
SCALE IN FEET
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DRAWN BY
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DATE
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REVISIONS
7/18 UPDATED SITE PLAN
CAD FILE
22502 -10L
PROJECT NO.
22502 -10
5.1
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DATE
5/4/12
REVISIONS
7/18 UPDATED SITE PLAN
CAD FILE
22502 -10L
PROJECT NO.
22502 -10
5.1
GENERAL GRADING NOTES:
1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE
MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE
"GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER
MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY
EXCAVATION (PHONE 651 - 454 -0002 IN THE TWIN CITIES METRO AREA OR
TOLL FREE 1- 800 - 252 - 1166).
3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF
ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES
PRIOR TO CONSTRUCTION.
4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS
SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS.
5. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE
OFF -SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS
WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE
DESIGNATED BY THE ENGINEER.
6. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO
THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO
THE OWNER DURING AND UPON COMPLETION OF THE PROJECT.
7. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN
THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET
OF STREET TRAVEL WAYS OR PARKING LOT SUBGRADE THE CONTRACTOR
SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT
OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND
THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY
BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF
THE STREETS TRAVEL WAYS OR PARKING LOTS THE CONTRACTOR SHALL
INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS
OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND
THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY
BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE
WITHIN 0.1't.
8. LOT GRADING AND /OR THE PREPARATION OF BUILDING PADS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.
THE GRADING TOLERANCE SHALL BE 0.3't. ALL EARTHWORK OPERATIONS
SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET
79G "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK ", PROVIDING
FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED
BY THE GEO- TECHNICAL ENGINEER.
9. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL
AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED
WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION
ELEVATIONS A HIGHER MINIMUM OF 98% SHALL BE ATTAINED
10. BUILDING PADS SHALL BE CONSTRUCTED BASED ON BUILDING FOOTPRINT
SHOWN ON PLAN. IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A
PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE
RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE
CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS.
11. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0.1' FOR
STREETS /PARKING LOTS AND 0.3' FOR LANDSCAPED /OPEN AREAS.
0ia2r 12rzej1."_ r r•�r
1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS
WERE PROVIDED BY JAMES R. HILL INC. ON OR ABOUT 03/17/08 & 10/5/09.
THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN
IS EQUAL TO t ONE HALF THE CONTOUR INTERVAL.
GENERAL UTILITY CONSTRUCTION NOTES:
1. SPECIFICATIONS: THE WORK SHALL BE DONE IN ACCORDANCE WITH
THE CITIES OF CHANHASSEN & CHASKA, MINNESOTA.
2. EXISTING FACILITIES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE LOCATION OF ALL EXISTING UTILITIES BEFORE STARTING
CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO SANITARY AND
STORM SEWER, WATERMAIN, NATURAL GAS, ELECTRIC, TELEPHONE AND CABLE
TELEVISION SERVICES.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN
THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER IN
COOPERATION WITH THE UTILITY COMPANIES, SHALL DETERMINE THE NECESSITY
FOR ANY RELOCATION OF THESE FACILITIES.
THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES SO
THAT THEY WILL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH
DURING CONSTRUCTION AND IN THE FUTURE. ANY SUPPORTING STRUCTURE
THAT MAY BE REQUIRED BECAUSE OF THE CONTRACTOR'S OPERATION SHALL
BE PROVIDED BY HIM.
THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY
CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES EXISTING PRIOR
TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATION HAS COMMENCED, IT
WILL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTILITIES HAS BEEN
CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL BE HIS
RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS.
3. CONTRACTOR RESPONSIBILITIES:
ARRANGEMENTS FOR RECEIVING WATER FROM PUBLIC OR PRIVATE SOURCES
AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES. ALL CITY
WATER SHALL BE METERED. DISPOSAL OF ANY WASTE WATER OR ANY TEST
WATER INTO THE CITY SANITARY SEWER SYSTEM IS SUBJECT TO CITY CHARGE.
CONTRACTORS ARE NOT TO OPERATE GATE VALVES OR HYDRANTS ON CITY
WATER SUPPLY.
THE CITY ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR
TO COMMENCING WORK. CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF
PROPER NOTIFICATION IS NOT GIVEN TO THE ENGINEER.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND LEAVE
UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR THE SUBDIVISION OF
LAND.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE
"GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER
MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY
EXCAVATION (PHONE 454 -0002 IN THE TWIN CITIES METRO AREA OR TOLL
FREE 1- 800 - 242 - 8511).
4. COMPACTION: DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES
WITHIN THE STREET /PARKING LOT CROSS SECTION AND THE BUILDING PAD
AREAS TO EVALUATE THE COMPACTION ACHIEVED DURING UTILITY
CONSTRUCTION. WITHIN THE UPPER 3 FEET OF STREET /PARKING LOT
SUBGRADE THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE
THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR
OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100
% OF STANDARD PROCTOR DENSITY (AASHTO T -99) BE PROVIDED. WITHIN
UTILITY TRENCHES IN OPEN SPACE AREAS (PAD AREAS) AND AREAS BELOW
THE UPPER 3 FEET OF STREET /PARKING LOT SUBGRADE, THE CONTRACTOR
SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE
POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT,
AND THAT COMPACTION TO A MINIMUM OF 95 % OF STANDARD PROCTOR
DENSITY BE PROVIDED. THE SURFACE OF ALL UTILITY TRENCHES SHALL BE
FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO
WITHIN A TOLERANCE OF t0.3' IN OPEN SPACE AREAS AND t 0.1' WITHIN
STREET /PARKING LOT AREAS. THE DENSITY WILL BE TESTED BY AN
APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH
UTILIZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS.
r2 THE LOCATION OF THE TESTS WILL BE AT THE DIRECTION OF THE ENGINEER.
N THE OWNER SHALL BEAR ALL COSTS OF THE TESTING.
M FAILURE TO MEET THE COMPACTION REQUIREMENTS OUTLINED IN THIS SECTION
O SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. ALL COSTS FOR ANY-
RE-TESTING ASSOCIATED WITH ANY CORRECTIVE WORK SHALL BE AT THE
N EXPENSE OF THE CONTRACTOR.
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* am=
CONCYETE VAL -EY GUTTEP.
FILE 4wc! ,SSO6 ENGINEERIHG OEP.4RTMC7 5206
B/C
VARIES
n RL
VAR "Anlr 10'
VARIABL_
V:RTADIF
1'X "' WOOD rEnCE
(PA rJ HD BI UI-)
C..RB TOP :,ID RC%
(AU.USI IU 1" &LV.'
FINI - ;H GR•ADF;
l
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-' MRP']R ^.T "D'J SR']P 11 IY PE K' GONER -
� 2C
WIJ•_IiE E t!Lf:CK 5.. 'V'CIEI --
! .M11313 h' PIK F'ml IF
I Clil' PEU = \U.
WA I LIZ r•YA.N J
'10 -C FUR SERVICES LARGER � IAN 1" A TAPPING
SI mr "F Rr IRRro. RCCKwn - �Pr?'D r. ii
4
!: k':IF ','fl H IAP IikF•Al]FI] F[:k .M1PPk[:P'R I.S F
SIZE CLIPPER CCIiPOIiA I ION S 10 Ivli =QLAL)
CORPORATION s -TOP CURB S�4 CLRB BC%
h11IFI FR D- ]SR.r.l, '111F1I FR n -]5-G4 �1llFl FR - 1D�r,l f]R -1DTn'
FORD FE {UD.e UR.fi FORD B11-,44N •]R- hetf•1 -ORU = N2- +S -!fik Uk Er•11 .'1-SIR
A.". •1CUL'NRLL' 4N1 -t! A.". •1CW W LL] 6104 A.Y. •,CUUNAL-' >bl `_ UR 5b14
\[]I ES' 1. OJRB BO %SF.1LL F.11'E .1 SIA .OFLViY kUU
2. CL RB BOX SHALL EXTE'1 C FROM 78' TO 91".
3. ALL PIPE Ll IALL C C GC IX,_ ❑ I'1 ORA'1 L L.R CORROW '.11:•.213- EXCEPT 7 C
L.T ITN FF rT I'll IrRr -OARSr RI -FP. 1.1.RrGATr p-ln.',I I' w-I I Or
ki-qu HFII.
1.:F CURB 5TCP:S I'I DRIYE'WAY. CONTRACTOR NUS -IP.s -TALL A FORD R 1
fATIN[? NA RKrn WT1 l' L',ATT R' n1 TD.
i. �I. RR PCX I ID IF Al I F. NI.R IFR. 9375 C R F•Q...Al.
Va'ATER SERVICE CONNECTION
:FRTI T.fl•,
Bonestroo
CHASKA,MINNE50TA
SERr 2
92,3 -0 &DWG
l:•,1
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PIPE HLDDING
=DR f .V.C. PIPE
RE145m: r,v ENGINEERING DEPARTh1ENT PIAIE HD.:
22C�
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11 '.:1 -'r lilt......
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CURB FANIP
P.EJSE3. 1 -18 PL4E N0.:
ENGINEERING DEBAR -IdEN- ;215
FIIF NAYF•D',fHf.1S�Ff:91,F215
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SETBACK LINE
r6" TOPSOIL
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rFINISHED GRADING GRADE picJE io
�STRUCTURAL N,
BACK FILL
UNSUITABLE tl
MATERIAL ))
SUB -GRADE CORRECTION
LIMITS
NON- STRUCTURAL BACKFlLL MATERU
SUITABLE �(
MATERIAL
BOTTOM OF UNSUITABLE MATERIAL
(TO BE VERIFIED BY SOILS ENGINEER
PRIOR TO PLACEMENT OF STRUCTURAL MATERIAL)
STRUCTURAL
BACKFlLL
O
O
NQ bS! CORE BLUE BOLIS REQL1iEU FOR,ILL
1 CCI AN -CAL rl- I'JGS. ANTI -CORIOSVL
DRCPITD r.C.AT "VG Rrq..TRFD ON ^.1I r0l T: AID T "F
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FP[] %Y [1:�'.I FI] r•IF[:•V .I[: [[:R F:11..M1I;
GRADE HIiUS RES PAIN S.
TCIF GR41 &. D]x I ❑ NF SF I IC
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HIM 1 FR NC. H- 11D:3,1 26' -�[LR 10. 3860 h1UCLLCR NO.
BIBBI SE C',O:X NC. V' D2 2!'
F100- CA -E VALVE FOX.
SC RLS'i -'FC, 3 PICL.S 1'
Eli- ENS:CN =X LAD D. .5 R•']U'AD N.�
I"U=R NO. SH 14'
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NO '9 K. D:STAhCC TRION TI IC -OF 1U-
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EE URE.M1I Ek H•AN 8'.
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r �rr1 L!' "TI FR!]r T
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Bonestroo
CHASKA, MINNESOTA YJAT -1
99.x- 01.OWG
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VARIES
(SEE PLANS)
2
L 6" CONCRETE
4" CLASS 5 BASE
CONCRETE SECTION
12 "x18 "x1/8" ALUMINUM SIGN
WITH WHITE LETTERS ON BLUE
BACKGROUND REFLECTIVE
(R7 -8m)
O 5 SIDED POST OR 1 1/2"
�j DIA. GALVANIZED POST.
DRIVE 5 SIDED POST INTO
GROUND OR SET PIPE
POST IN CONC. BASE
HANDICAPPED PARKING SIGN DETAIL
rill L' ,':A Ell Fl All, B_Ii.EU LESS WIN
7.5' TO BE APP'OV:E! FY OWNER
U1,11; 'J CI: EMS _NU GRADE
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PL"E No.. 22D2
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FILE YAHE: c: W
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VARIES
(SEE PLANS)
2
L 6" CONCRETE
4" CLASS 5 BASE
CONCRETE SECTION
12 "x18 "x1/8" ALUMINUM SIGN
WITH WHITE LETTERS ON BLUE
BACKGROUND REFLECTIVE
(R7 -8m)
O 5 SIDED POST OR 1 1/2"
�j DIA. GALVANIZED POST.
DRIVE 5 SIDED POST INTO
GROUND OR SET PIPE
POST IN CONC. BASE
HANDICAPPED PARKING SIGN DETAIL
rill L' ,':A Ell Fl All, B_Ii.EU LESS WIN
7.5' TO BE APP'OV:E! FY OWNER
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POLYETFELE'1E [CLOSED
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CELL] INSULATION
0 1 L o 2 N 0
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WV ER OVER FIPC -A. varm I Or IVSJLA ='1G CICIFRL: - B
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Bonestroo
CHASKA,MINNE50TA
GEN�S
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1.5" -2360 BITUMINOUS WEARING COURSE LVWE4503OB
2357 TACK COAT
2" -2360 BITUMINOUS BASE COURSE (LVNW350308)
6" CLASS 5 BASE
APPROVED SUBGRADE
PARKING LOT PAVEMENT SECTION
PARKING
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
R7 -8m
12" x 18"
HANDICAPPED PARKING SIGN
CL PL
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2. SLC FE - •1" FIR TOOT MININ..M.
3. 1._PI=_Q AIS SHALL BE \i]N CP'K =IED SCL' :E \I':,'ELL) "PE.
4. ALL PIPE SHALL BE BEDDED :N C6AWL L✓<R B""`C' d 3145•.26=
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ENGINEE' < <ING DEPARl,1ENT 3105
FIE VWEC: HC SPECS ]Z1W
SITE ACCESS TO HDCP. RAMP
SHALL MEET 1:20 SLOPE
HDCP. CURB RAMP SHALL
MEET 1:12 SLOPE
DIMENSIONS SHOWN ARE BASED
ON A 6" CURB HGT., ADJUST AS REQ'D
a a
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BEGIN DROP SLOPE UP SLOPE UP END DROP ° °
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1.5" -2360 BITUMINOUS WEARING COURSE LVWE4503OB
2357 TACK COAT
2" -2360 BITUMINOUS BASE COURSE (LVNW350308)
6" CLASS 5 BASE
APPROVED SUBGRADE
PARKING LOT PAVEMENT SECTION
PARKING
VEHICLE ID
REQUIRED
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FOR VIOLATION
R7 -8m
12" x 18"
HANDICAPPED PARKING SIGN
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"RI:IAI!LE
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2. SLC FE - •1" FIR TOOT MININ..M.
3. 1._PI=_Q AIS SHALL BE \i]N CP'K =IED SCL' :E \I':,'ELL) "PE.
4. ALL PIPE SHALL BE BEDDED :N C6AWL L✓<R B""`C' d 3145•.26=
IXCCPTIIC LA.�ZN RC -1'il CFL CC�F.RSC -:LTCR AGGRCGAZ
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ENGINEE' < <ING DEPARl,1ENT 3105
FIE VWEC: HC SPECS ]Z1W
SITE ACCESS TO HDCP. RAMP
SHALL MEET 1:20 SLOPE
HDCP. CURB RAMP SHALL
MEET 1:12 SLOPE
DIMENSIONS SHOWN ARE BASED
ON A 6" CURB HGT., ADJUST AS REQ'D
a a
z
W
BEGIN DROP SLOPE UP SLOPE UP END DROP ° °
3 z
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TO BE SAME
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FACE U ..
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DATE
5/4/12
REVISIONS
7/20/12 REV. PER CLIENT
CAD FILE
22502 -10D
PROJECT NO.
22502 -10
6.1
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DRAWN BY
CJK
DATE
5/4/12
REVISIONS
7/20/12 REV. PER CLIENT
CAD FILE
22502 -10D
PROJECT NO.
22502 -10
6.1