Plans 11x17 Grading 1-6-06
~
.. 2005 Westwood ProfessIonal Servlc... Inc.
Construction
for
Grading, Drainage
and Erosion Control
for
Pinehurst
Chanhassen, Minnesota
CITY OF CHANHASSEN
RECEIVED
JAN 0 6 2006
CHANHASSEN PLANNING DEPT
Prepared for:
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Plowshares Development, LLC.
1851 Lake Drive West
Chanhassen, Minnesota 55317
Contact: Nathan Franzen
Phone: 952-361-0B32
Fax: 952-361-0833
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Prepared by:
Westwood Professional Services, Inc.
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7599 Anagram Drive
Eden Prairie, MN 55344
"'-M: 952.937.5150 Fax: 952-937.51ZZ
Project number: 20041064.00
Contact: Chris Moehrl. PE
Vicinity Map
ST.
CRESTVIEW D .
::::r===i CRESTVIE
~ CIR.
Q3
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23
LAKE LUCY
Plans
(Not to Scale)
City Project #05-03
NO. DATE
1 04/26/05
2 07/05/05
3 09/01/05
4 01/05/06
REVISION
Revised Per City Comments (CRN)
Revised Per City Comments (CRN)
Pod Elevations (CRN)
Revised Per Replot AJM)
INDHX
SHEET NO.
1
2
3
4
5
6
SHBHTS
All
1-3 & 6
1-3
1-3
far
Construction Plans
DBSCRIPTION
COVER
GRADING DRAINAGE & EROSION CONlROL PLAN (WEST HALF)
GRADING DRAINAGE & EROSION CONlROL PLAN (EAST HALF)
GRADING DETAILS
PROFILES AND SlREET SECTIONS
STORM WAllER POLLUTION PREVENTION PLAN
Grading, Drainage
and ErOsion Control
for
Pinehurst
~~
Date: f1l/21I05 Sheet: 1 of 6
[-15 20041064C'vf'01.0WG
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Pzepued far:
Plowshares Development, LLC.
1851 Lake DrIve Welt, Salle IiSl
('h...h__, ~ 55317
Westwood Professional Services, Inc.
1599 AnIIgl'Im Driw
Eden PrJIr1e, MN 55344
Phone: '52-'17.'150 Fax: H2-U7-S&22
Call 48 Hours before diggIng:
GOPHER STATE ONE CAlL
Twin City Areo 651-454-0002
Mn. Toll free 1-800-252-1166
GENERAL GRADING &. DRAINAGE NOTE$'
. AlL CONTOURS AND SPOT ELEVAnONS ARE SHO\Wol TO FlNISHED SURfACE/GUTTER
GRADES UNLESS OTHERWISE NOlED.
. REfER TO THE SITE Pl.ANjRECORO PLAT fOR MOST CURRENT HORIZONTAL SITE
DIMENSIONS AND LAYOUT.
. THE CONTRACTOR SHAlL VERIfY THE LOCAnON AND ELEVAllON Of EXI511NG
ununES AND TOPOGRAPHICAL FEATURES WITH THE O\WolERS AND FlELD-VERlfY
PRIOR TO CONSTRucnON. THE CONTRACTOR SHAlL IMMEDlA 1EL Y NOllfY THE
ENGINEER Of ANY DISCREPANCIES OR VARlAnONS FROM PLAN.
. THE CONTRACTOR IS TO CONTACT GOPHER STATE .ONE CALL. fOR unuTY lOCAnONS
AT (651) 454-0002
. AlL CONSTRUcnON SHAlL CONfORM TO LOCAL RULES INCLUDING THE NA nONAL
POlLUTANT DISOiARGE EUMINAnON SYSTEM (NPDES) PERMIT REQUIREMENTS
. POSInVE DRAlNACE FROM THE SITE MUST BE PROVIDED AT AlL llMES
IN ACCORDANCE WITH NPDES PERMIT.
. All RETAINING WAlL ELEVAnONS REPRESENT FlNISHED GRADE Of SOIL AND DO NOT
REPRESENT BURY
. TOPSOIL RESPREAD SHAlL BE 0.5' ON PADS AND 0.5' ON OTHER GREEN AREAS.
. AlL CONSTRucnON '" DEWATEmNG SHAlL BE IN CONfORMANCE WITH NPDES
REQUIREMENTS
. AlL RETAINING WALLS SHAlL BE DESIGNED BY OTHERS
. WE11AN0 BUFFER AREAS SHAlL BE STAKED ANO SIGNED IN ACCORDANCE WITH THE
CITY'S WETLAND ORDINANCE BEFORE CONSTRUcnON
. AlL SILT fENCE AND OTHER EROSION CONTROL FEATURES SHAll BE IN-PlACE
PRIOR TO ANY EXCAVAnON/CONSTRucnON AND SHAlL BE MAINTAINED uNnL
VIABLE lURf OR GROUND COVER HAS BEEN ESTABUSHED AND SHAlL BE REMOVED
WITHIN 30 DAYS THEREAflER. EXISnNG SILT fENCE ON-SITE SHAll BE
MAINTAINED AND OR REMOVED AND SHAlL BE CONSIDERED INCIDENTAL TO THE
GRADING CONTRACT. IT IS Of EXTREME IMPORTANCE TO BE AWARE Of CURRENT
FlELD CONOlnONS WITH RESPECT TO EROSION CONTROl. TEMPORARY PONDlNG,
DIKES, HAY BALES, ETC., REQUIRED BY AGENClES/O\WolER SHAll BE INCIDENTAL TO
THE GRADING.
. THE GRADING CONTRACTOR MUST BE AWARE Of All EXISnNG AND PROPOSED
ununES
. AlL STREETS DISTURBED OUmNG WORKING HOURS MUST BE CLEANED AT THE END
Of EACIi WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED
ACCORDING TO DETAILS TO REDUCE TRACKING Of DIRT ONTO PUBUC STREETS.
. STREET SWEEPING/CLEANING TO BE PERfORMED DAILY OR AS NECESSARY
. INLET PROTECnON TO BE PROVlOED fOR All STORMWA TER INLETS
. THE POND IS TO BE SEEDED WITHIN 72 HOURS AfTER FlNAL GRADE IS
ESTABUSHED
. THE SITE SHAlL BE STABIUZED WITH A SOB SEED MIX AND TYPE 1 MULCIi IN
ACCCOROANCE WITH MNDOT 2575 UNLESS OTHERWISE NOlED.
. THE SITE MUST BE KEPT IN A WELL-DRAINED CONDlnON AT AlL llMES. THE
CONTRACTOR SHAlL BE RESPONSIBLE fOR TEMPORARY DITCHES, PIPING OR OTHER
MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW
POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVlOED WITH A POSInVE
oumow.
. PUBUC STREETS USED fOR HAUUNG SHAlL BE KEPT FREE OF SOIL AND DEBRIS.
STREET SWEEPING SHAlL BE CONCURRENT WITH EARTHWORK ON SITE.
. HAUL HOURS AND ROUTES MUST BE CONFlRMED WITH THE CITY PRIOR TO
BEGINNING WORK
. AlL TEMPORARY STOCKPILES MUST HAVE SILT fENCE PLACED AROUND THEM TO
TRAP SEDIMENT
. THE PERMANENT POND USED AS A TEMPORARY BASIN SHAlL BE CLEANED OUT
AFTER FlNAL STABlUZA nON Of THE SITE.
. THE POND SHAll BE UNED WITH 2' Of a.A Y MATERIAL BELOW TOPSOIL
. AlL EXPOSED SOILS NOT TO BE GRADED fOR:
7 DA YS (~ 3: 1 SLOPES),
14 DAYS (10:1 TO 3:1), OR
21 DAYS (10:1 OR FlATTER)
SHAlL BE SEEDED AND MULCHED.
. ANY SLOPES LONGER THAN 75' IN LENGTH SHOULD BE BROKEN UP INTO SECllONS
WITH BID-ROlLS PLACED ON THE CONTOUR fOlLOWING BLANKET APPUCA nON
. BITUMINOUS" CONCRETE REMOVALS USlED ON THE GRADING PLAN WIll BE
COMPLETED UNDER THE DEMOl.JnON CONTRACT.
BENCH MARKS
TOP NUT Of H'I'ORANT LOCA lED SOUTH Of ENTRANCE ON WEST SIDE Of GALPIN
ELEVA nON=1036.62
LBGBND:
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-960-
-980_
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DENOTES SILT FENCE (TYPE I, MACHINE SlICE. SEE DETAILS)
DENOTES HEA V'f OUTY SILT FENCE (TYPE II SEE DETAIL)
DENOTES TREE PROTECllON fENCE
DENOTES EXISnNG CONTOURS
DENOTES PROPOSED CONTOURS
DENOTES PROPOSED STORM SEWER
DENOTES EXISnNG STORM SEWER
DENOTES EXlSnNG TREE UNE
DENOTES APPROXIMATE TREE
REMOVAL UMITS
DENOTES PROPOSED SPOT mVAllON
DENOTES EMERGENCY OVERFtOW
mVA nON
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(MNDOT 3885, CATAGORY 3, WOOD fiBER 2S.)
DENOTES BID-ROLL EROSION CHECKS / STRAW WATTLE
[-15 20041064GOF01.DWG
........
Dolo: 02/21/05 -= 2 OF 6
Pinehurst
Grading Drainage &:
Brosion Control Plan
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.- 01/05(06 .- No. 40853
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l'Iepued far:
Plowshares Development, LLC.
1851 LUe DrIft Welt. Saile S50
"..."......, MIDDeIota. 55317
Westwood Professional Services, Inc.
7599 AMgram Drfw
Eden PraIrie, MN 55344
Phone: ft2....J7.S15D Fax: '52-137-5122
Coli 48 Hour. before digging:
GOPHER STATE ONE CAll.
Twin City Area 651-454-0002
Mn. Toll free 1-600-252-1166
GENFRAL GRADING &. DRAINAGE NOTFS'
. ALL CONTOURS AND SPOT ELEVAllONS ARE SHOWN TO FINISHED SURfACE/GUTTER
GRADES UNLESS OTHERWISE NOTED.
. REfER TO THE SITE PLAN~ECORO PLAT fOR MOST CURRENT HORIZONTAL SITE
DIMENSIONS AND LAYOUT.
. THE CONTRACTOR SHALl. VERIFY THE LOCAllON AND ELEVAllON Of EXIS11NG
UllUllES AND TOPOGRAPHICAL rEA lURES WITH THE OWNERS AND FIELD-VERIFY
PRIOR TO CONSTRUCllON. THE CONTRACTOR SHALL IMMEDlA TEL Y N011FY THE
ENGINEER Of ANY DISCREPANCIES OR VARlAllONS FROM PLAN.
. THE CON'!RACTOR IS TO CONTACT GOPHER STATE "ONE CAll." fOR UllUTY LOCAllONS
AT (651) 454-0002
· ALL CONSTRUCllON SHALL CONfORM TO LOCAL RULES INCLUDING THE NA l10NAL
POLLUTANT DISCHARGE EUMINAllON SYSTEM (NPDES) PERMIT REQUIREMENTS
. POSIllVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL llMES
IN ACCORDANCE WITH NPDES PERMIT.
· ALL RETAINING WALL ELEVAllONS REPRESENT FINISHED GRADE Of SOIL AND DO NOT
REPRESENT BURY
. TOPSOIL RESPREAD SHALL BE 0.5' ON PADS AND 0.5' ON OTHER GREEN AREAS.
. ALL CONSTRUC11ON ole DEWATERING SHALL BE IN CONFORMANCE WITH NPDES
REQUIREMENTS
. ALL RETAINING WALLS SHALL BE DESIGNED BY OTHERS
. WE1LAND BUFTER AREAS SHALl. BE STAKED AND SIGNED IN ACCORDANCE WITH THE
CITY'S Wl::1lAND ORDINANCE BEFORE CONSTRUCllON
. AlL SILT FENCE AND OTHER EROSION CONTROl. rEAlURES SHAlL BE IN-PLACE
PRIOR TO ANY EXCAVAllON/CONSTRUCllON AND SHALL BE MAINTAINED UNTIL
VIABLE lURf OR GROUND COVER HAS BEEN ESTABUSHED AND SHALL BE REMOVED
WITHIN 30 DAYS THEREAFTER. EXIS11NG SILT FENCE ON-SITE SHAlL BE
MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE
GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE Of CURRENT
FIELD CONDlllONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING.
DIKES, HAY BALES, ETC.. REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO
THE GRADING.
. THE GRADING CONTRACTOR MUST BE AWARE Of ALL EXISllNG AND PROPOSED
UllUllES
. ALL STREETS DISlURBED DURING WORKING HOURS MUST BE CLEANED AT THE END
Of EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED
ACCORDING TO DETAILS TO REDUCE '!RACKING Of DIRT ONTO PUBUC STREETS.
. STREET SWl::EPING/CLEANING TO BE PERfORMED DAILY OR AS NECESSARY
. INLET PROTECllON TO BE PROVIDED fOR ALL STORMWA 1ER INLETS
. THE POND IS TO BE SEEDED WITHIN 72 HOURS AfTER FINAL GRADE IS
ESTABUSHED
. THE SITE SHALL BE STABlUZED WITH A SOB SEED MIX AND lYPE 1 MULCH IN
ACCCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED.
. THE SITE MUST BE KEPT IN A VtUL-DRAlNED CONDlllON AT ALL llMES. THE
CONTRACTOR SHALL BE RESPONSIBLE fOR TEMPORARY DITCHES, PIPING OR OTHER
MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCllON. LOW
POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSIllVE
oumow.
. PUBUC STREETS USED fOR HAUUNG SHAlL BE KEPT FREE Of SOIL AND 0E8R1S.
STREET SWl::EPING SHAlL BE CONCURRENT WITH EARTHWORK ON SITE.
. HAUL HOURS AND ROUTES MUST BE CONFIRMED WITH THE CITY PRIOR TO
BEGINNING WORK
. ALL TEMPORARY STOCKPIlES MUST HA VE SILT FENCE PLACED AROUND THEM TO
7RAP SEDIMENT
. THE PERMANENT POND USED AS A TEMPORARY BASIN SHAlL BE CLEANED OUT
AfTER fiNAL STABIUZAllON Of THE SITE.
. THE POND SHALL BE UNED WITH 2' Of CLAY MATERIAL BELOW TOPSOIL
. ALL EXPOSED SOILS NOT TO BE GRADED fOR:
7 DAYS (O! 3: 1 SLOPES).
1~ DAYS (10:1 TO 3:1). OR I I I I
21 DAYS (10:1 OR fLATTER) . I . .
SHALL BE SEEDED AND MULCHED. O' 50' 100' '50'
. ANY SlOPES LONGER THAN 75' IN LENGTH SHOULD BE BROKEN UP INTO SECTIONS
WITH BID-ROLLS PLACED ON THE CONTOUR fOLLOWING BLANKET APPUCA l10N
. BllUMINOUS ole CONCRETE REMOVALS USTED ON THE GRADING PLAN WILL BE
COMPLETED UNDER THE DEMOlJ11ON CONTRACT.
BENCH MARKS
TOP NUT Of H'l'DRANT LOCATED SOUTH Of ENTRANCE ON WEST SIDE Of GAlPIN
ELEVAllON-1036.62
LBGBND:
~
----
--
-980_
-980_
-..-
0--.., -0
DFNOlt$ ~0I1 RORINC:
DENOTES SILT FENCE (lYPE I, MACHINE SUCE, SEE DETAILS)
DENOTES HEAVY DUTY SILT FENCE (lYPE II SEE DETAIL)
DENOTES TREE PROTECTION FENCE
DENOTES EXlSllNG CONTOURS
DENOTES PROPOSED CONTOURS
DENOTES PROPOSED STORM SEWER
DENOTES EXISllNG STORM SEWER
DENOTES EXlSllNG TREE UNE
DENOTES APPROXIMATE TREE
REMOVAL UMITS
DENOTES PROPOSED SPOT ELEVATION
DENOTES EMERGENCY OVERflOW
ELEVAllON
DENOTES EROSION CONTROl. BlANKET
(MNDOT 3885. CA TAGORY J. WOOD FIBER 2S.)
DENOTES BID-ROLL EROSION CHEO<S / STRAW WATnE
E-15 20041064GDF02.DWG
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rv-vv-v-v--.
....30
E.O.F.
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Dote: 02/21/05 _ 3 ()11 6
Pinehurst
Grading Drainage &:
Erosion Control Plan
n....h-. ~
o 2005 Westwood Professional Services, Inc.
~~
SIAeLES
-'
. ........'":'.
~...-:.12-
.. ..
.. .. of if... ..
.. .... ..
.. TAMP DIRT
OVER MATI
BlANKET
MA TS/lllANKETS
SHOULD BE
INST ALL.ED
VERTICAllY
DOWNSlOPE .
~
.3:1 SlOpE
TYPICAL SLOPE
SOIL STABILIZATION'
ISOMETRIC \/IEW
NON- WOVEN GEOTEXTlLE
FlLTER FABRIC UNDER
TYPICAL TREATMENT
~ SLOPE LINING
NOTE:
1. SlOPE SURFACE SHAll BE FREE Of ROCKS,
CLODS, STICKS AND GRASS. MA TS/llLANKETS
SHAll HAVE GOOD SOIL CONTACT
2. LAY BLANKETS LOOSELY AND STAKE OR
STAPLE TO MAINTAIN DIRECT CONTACT WITH
THE SOIL. DO NOT STRETCH
OSlON BLANKETS
RF REINFORCEMENT
MATS SLOPE
INSTALLA1l0N
NOTE: SILT FENCE SHAU. BE ORANGE IN COLOR
Nole:
Sill fence per MNDOT
specifications, source 2000,
machine sliced woven
monofioment, 36.wicJe fastened to
sleel T-Posls with 3(50lb) l",sne
strength plosl~ zip ties per
T-Posl (Machine ~ice<!)
EROSION CONTROL
FFNCF - TYPE=: 1
Note:
Type 2 sit fence is the some os type I with hay baes ;,stolle<! os per delon.
Type 2 to be used to protect al weUond~
Zip Ties
"'It..~"""'"",
......"....---..............
Wnv,.,.!l:t...... AtlI_
I"IIIln. Depthoflll
--
................ _ U' II uw....-.
lS" MINIMUM CUT OFF BERM
TO MINIMIZE RUNOFF FROM SITE
EROSION CONTROL
FENCE - TYPE 2
"
CITY OF
CHAIBASSII
REVlSEt):2-97, 1-02, 1-aS ,1-04 DATE:
F'IL.E JIl..f.ME: 393-5300
2-'37
PI.ATt NO.:
A
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'"
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NOlE:
1. SlllAW WAT11.ES ARE TUBES MADE FROII
SlRAW BOUND wI Pl.AS1lC NETTIHG. lHEY
ARE APPROx. 8" D1A. AND 20 - JO FT. LONG.
2. SlRAW WAT11.ES TRAP SEOlIlEHT AND REIlUCE
SHEET Ie Ra.l. EROSION SY REDUQNG SLOPE
GllADlENT, INCREASING INFLTRAlION RAl!S
AND 8Y PRODUaNG A FA\IORABLE
EN'IIRONIlEHT FOR PlANT ESTABUSHMENT.
3. STRAW WATTLE ~STALlA liON REQUIRES lHE I
I'l.AC[II[NT AND SECURE STAI<ING Of' 1Ii~
:~~~ ~oFl~usi~~ti UW
ALLOWED 10 RUN UHllER OR AROUND WA mE. .
SmAW WATTLE3 I
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TYPICAL POND SBC'llON
N.T.S.
2.0' CLAY UNER
BENEATH OUTLET
ELEVATION.
I'"
, ~
,
SECTION A-A ~OW"::"DlH AS "DlCAlED
~OF'SERtrI TOP Cf'mmFlOWF/C
=t...<fm~ST~~
TO BOTTOM CF SlOPE
1.0 ~, \I.~ .3:, .\/-4X
SECTION B-II
I~~u]
3" BITUMINOUS WEAR COURSE
TYPE .1 WEA50055B
6" CL. 5 AGGREGA lE BASE
100ll: CRUSHED ROCK MnDOT 31311-l
APPROVED COMPACTED SUBGRADE
MnDOT SPEC. 2105 '" 2112
BITUMINOUS TRAIL
75"_0"'"
Eden PraIrie. MN 55344
Phone: 152."7-5150 Fo: S52-t37-S122
I ....., ..., .. ... .... _ ....... ., _ . __ ..
?JJW~-
CIrlI ~PJl.
J:-. IU/"J6/05 ~ .... oC08S3
Westwood Professional Services, Inc.
-
04,flt/bO ~ Pw at, OonwnIntll (CRN)
NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK
TO STOP MUD MIGRATION THROUGH ROCK.
SILT
FENCE
.
CITY OF
CHAIBIBSBI
ROCK
CONSTRUCllON
ENTRANCE
530l
5300
R&lSED: 1-18
2-97
PlATE NO.:
0Arr,
Fl.E NAWt:: 393_5301
LOT CORNER ElEVA liON
LOT NUM8ER
DRAINAGE ARROW
FINISH GROUND E1.EVATlON
AT REAR a' P^D
( If' APPlICABlE )
MINllIUM 8ASEMENT FLOOR
ELEVAlION
FRONT GARAGE SlAB ElEVA liON
DRIVEWAY
LO - GRADED FOR 8.0' otF'FDlENCE FROII
FINISH GROUND ElEVAlION AT REAR a' PAD
10 FRONT GARAGE SlAB ElEVATION.
WOo SWO - GRADED FOR 8.0 ' OR 10.0' DlFFEREHCE FROII
FINISH GROUND ElEVAnON AT REAR a' PAD
TO FRONT GARAGE SlAB ElEVA liON.
NOTE:
1HE (1) ~DlCAl!S lIlAT 1HE GARAGE IS AN
AODmONAL 1 BLOCK OR 0.7 FEET 8ELOW 1HE
FIRST FlOOR ElEVAlION.
1HE (2) ~D1CA l!S lHA T lHE GARAGE IS
AN AblitllONAL 2 BLOCl<S 00 1.4 rtt:T
Oa.oW lilt: I1R3T FLOOR fUVA nOH.
lIll - WAI.KOUT
LO - LOOKOUT
. - IWIUR
U - SIDE LOOKOUT
.., - SIDE WAI.KOUT
L ~LOT I
!. 6"-3A32 CONCRETE
." CL 5
COMPACTED SUBGRADE
CONCRETE WALKWAY
NOTE:
Silt fence per MNDOT
specifications, source 200.
machine sliced woven
monofilament, 36" wide
fastened to steel T -Posh
with 3(50Ib) tensile strength
plastic zIp ties per
T-Post.(machine sliced)
SECTION AA
"
CITY OF
CHIIBASSII
OFF ROAD CB
FILTER BARRIER
REVIS[D:1-04
..rr,
PLAt[ NO.:
2 01
5302
FllENIoME:
l'
(VAllES)
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STREET PROFJtE
W ALK"()UT CWO)
N.T.S.
LOOK"()UT ..<W1
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Call 48 Hours before dIggIng:
GOPHER STAlE ONE CALL
Twin CIty Area 651-454-0002
Mn. Toll Free 1-800-252-1166
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0.5' DlREClION a' FLOW ON STREET
{O'S'
R.o.w
SUlTAEIl[ BEARI<<i SOIL (T'IP.)
1 .
F1HlSED GMDE N1m to.J9!
R.o..
9.lTA8lE BEARING SClL (T'IP.)
R.O..
~ FlNJSHED GRADE AFlU< HOUSE
~ f'NSHQJ GRADE FOR PAD
RAMBLER au
N.T.S.
-. . CIN
od..Ir CJDI
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Prepued far:
Plowshares Development, LLC.
1851 Lab DrIft Welt, Suite 5Sl
~ ~ S5317
EN<lIN[(R[J) ru.
ENClHEIRED ru.
SUITABlE: BEARlNQ SOL (TlP.)
Pinehurst
0....11_. Ulft_
,,":-
ENGlNEERm FU
C. ROADWAY
" ROADWAY
LOTIlENCHNO
C. ROIDWAY
~
GRADING GRADE TO
MATCH BACK INTO
LTIMAlE FINISH
GRADE NO CLOSER
THAN 10' FROM ROW
FOR SMALl UTlUTY
INSTALLATION.
Date: 02/'Z1/OS _ 4. OF 6
(-15 20041064DGF01.DWG
Grading
Details
c 2005 Westwood Professlonol ServIces, Inc.
II
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N UV.. IOUII
.........
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;; EXISTING CIL GRADE (TYP)
a;
--... i_PROPOSED CIL GRADE (TYP)
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NITA.......m
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NaTA_.+OCl
NIUV_Io.t1N
~...-l.."
HEMLOCK LANE
BDGBWOOD COURT
TYPICAL LOCAL STREET SECTION
(31' BACK TO BACK)
AMBERWOOD LANE
REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION
....
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3.0% SLOPE
30' ROW
15.5'
30' ROW
15.5'
'r::
8.5'
BOULEVARD
2.0% SLOPE
---, .4
10'
g
~
~
1-1/2" - MnDOT 2350 lVWE35030B WEAR COURSE
MnDOT SPEC. 2357 BITUMINOUS TACK COAT
2" - MnDOT 2350 lVNW35030B BASE COURSE
12. - ClASS 5 AGGREGATE BASE, 100% CRUSHED STONE
24" MnDOT 3149.2B SELECT GRANUlAR BORROW
COMPACTED SUBGRADE
DRAINAGE & UllUTY
EASEMENT
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..... D4/2f>I05 ~ .... 40853
-
04/20ftJ5 ...... Pw at,. CarnnMnte (0lN)
Westwood Professional Services,lnc.
NlrA_JO+IlI
"IUV_~
AA. .......
lC .1...
MANCHESTER DRIVE
Coli 48 Hours before digging:
GOPHER STA 1E ONE CALL
Twin City Area 651-454-0002
IAn. Toll free 1-800-252-1166
u.II.tV_,~
l,AtT,............
NS1Ill.....+OO
1"WDL'I_1lHLII
........ .
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ADBR WAY
TYPICAL PRIVATE DRIVE SECfION W/PARKING ON ONE SIDE
(28' BACK TO BACK)
a.
Sl.llPE VARIES
1'~~
IO'~Te.OO'~
PARKING
AREA
SLOPE VARIES
.'
..
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. '~'.'~"":' ., ~:; ::.. ,', ~'. .,-... ~'."'... ~." .;~. ~.~. .....-". .'-
1-1/2" llnDOT sPEC. = L~ _ COURSE
IInIlOT SPEC. ~7 1ll1UlllNOUSTAa< COAT
r IInIlOT SPEc. = L~ BASE COURSE
." IInIlOT SPEc. 2211 a.ASS ll, lOOll: CRUSHED STONE AOOREGAlt BASE
24" MnllOT SPEc. ~49.28 SElLCT GRANlJlM BORROW
COMPAClED SI.JIlOIlAIlE
PL
TYPICAL PRIVATE DRIVE SECI'ION
(20' BACK TO BACK)
5'
SIDEWALK l
10'
DRAINAGE & UllUTY
EASEMENT
1'~00'
Sl.llPE VARIES
;,"
~, ". 'u' : '~" .. ,":~: . .
o
o 0
o
NOTE: PRIVATE UTIUTIES WIll HAVE TO
BE INSTAllED IN lHE ROW IN SOME
CASES DUE TO RETAINING WAll
RESTRICTIONS.
E PLAN VIEW fOR SPECIFlC
SIDE fOR SIDEWALK
_. . c:mf
~ CD(
.... aN
.... DmwIM ...,....
Prepued foe
Plowshares Development, LLC.
1851 Lake Drift W.. Safle li50
n..,,'h~ J.fbaDMOta 553J7
7599_ on..
Eden Prolr1o. MN 55344
Phone: tsMJ7-S1SO Fo:: tn-tUooSl22
'j
SlOPE VARIES
1-1/2. MoDOT SPEc. = LVlIE_ _ COURSE
IInIlOT SPEc. 2m 1ll1UlllNOUS TAa< COAT
2" MoIlOT SPEC. = LIo1<1m03OB BASE COURSE
.. MnIlOT SPEC. 2211 a.ASS ll, lOOlC CRUSHED STONE AGGREGAlt BASE
24" MnDOT SPEc. 3148.28 SElLCT GRANULAR BORROW
COMPACml Sl.8<lRADE
[-15 20041064DGF02DWG
iloilo: 02/21/OS _ 5 OF 6
Pinehurst
Promes
and Street Sections
C'hfth--. ~
02005 Westwood Professional ServIces, Ino.
Coli 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-45-4-0002
Mn. Toll Free 1-800-252-1186
DITCH GRATE. STOOL TYPE.
NEENAH R-4341-A OR EQUAL
SECURE TO RISER SECTlON
Vt1TH 4 BRACKETS
EROSION CONTROL SCHBDULB
GIlJBJIC' TO OIANGIO
".--............
". I
// / ,
/ ,
,/ / PRE-CONSTRUCTION \
I ,~'''' ."",." (""~
I '~F---;~--( --{-- ~---'~
ICONSTRUCT DIVERSION B ~ IA '\ { p~. \ Q.~ f \
&rli~~~;r =:.jI" ~~~ ~ '" ~~ II (#. J ' [r
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1 r 7'/J ~ ~\ '[(L \.~ fr~---_ _ )~
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(~~\ r,:;:
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in
cx:i
(1) INSTAll SILT FENCE
(2) GRADE SITE
(3) FINAL STABIUZATION
05/01/05 -- 05/08/05
05/09/05 -- OS/29/05
05/30/05 -- 05/31/05
1015.0
24" DIA. CMP OR
RCP PIPE RISER
12" DIA. PIPE
~:;--...:.:,;..~;;"" ..:':. ~~..;~~:,....~:.~ 'a;,;t..
-1014.0
TEMPORARY
PERFORATED OUTlET
(24- RISER)
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PIepU'ed far:
Plowshares Development, LLC.
1851 Lab Drift Ws, SuIte 550
l"'h.aft'h.a-.tl MhmeIota ~
Westwood Professional Services,lnc.
7599 Anagram Dr'ive
Eden _ "" 55344
PhoM: 1S2..IJ7.5150 'me Hl..gu.512.2
. _ NARRAlI\t:
THE SllE CONS1RUClIGN WILL. CONSIST GF CRADlNG fllR ROADS AND SlNCU FAIlIlY Rf:SlOEN'l1A1. llE\'ElCFIIENT. lHE lIOST
CXlNCENlRAlED SEDIIotENT DlSQiARGE POlENlIAI. IS AT lHE SOUlHYoEST lXlANER GF THE SllE _ AN EXIS11NG RAVINE
DRAINS 1HE WEStERN PlJl110N CF THE SllE TO 1HE SOU1H. THE SECOND SEDIIIENT DlSOlARGE LOCA1ION WIU. BE THE
CENTRAL SOU1HERl Y PROPERY IlClUNDARY. A PROPOSED POND IIlLL M:CEM: WAtER FROM 1HE MAJORITY CF THE SllE IJNOER
PROPOSED ANO EXIS11NG CONllIlIONS. EmlRTS _ PROPOSED TO AEDUC:E 1HIS POlENlIAI. WllH SIlT FENCE. 1lIO-ROU.
EROSION 0iED<S, A TEMPORARY W1ln fllR 1HE POND AND EROSION CON1ROL 1lI.ANKET. 1HE STOflIj SEWER WILL.
ULlIWATElY CONVEY 1HE MAJORITY CF lHE SI1E DRAINAGE TO A 00lINS1REAIl POND.
SILT fENCE WIll. BE INSTAUED FIlST AROUND 1HE PRO,ECT PERIIlElER CF THE SIlEo ONCE !HE SILT fENCE IS INSTAUED,
1HE PROPOSED POND SHAll. BE CONSTRUClm AND CONNECTED TO THE oa511NG STalIl SEWER S1UB IN lIANCHESlER
S1REET WllH A 'IEMPaWlY W1ln laSER ANO OU1lLT PIPE PIllDR TO GRADING THE AEllAlNINO POR1IONS CF lHE SIlEo
ONCE 1HE SI1E HAS IlEEH STABIUZEO. lHE TEMPORARY EROSION CON1ROL lIEASURES MAY BE AEII<MO.
WESTWOOD PROI'ESSIONAI. SERVICES WIll. ASSIST THE OWNER WllH REPORlING AND f1EI.D GIlSEIlVA'llGNS. YIESlWOOO CAN
ALSO MAI<E M:CGWENDA1IONS TO 1HE OWNER F OIANGES _ NEEDED IN 1HE f1EI.D TO HnP IlEDUCE EROSION PO'IENlIAL
CF lHE Sl1E. ALL OIREClION fllR 0lANGES DR REPAIRS TO EROSION CON1ROL SHALL BE ROUlED 1HROUGH llES1'tIOOO.
WESTWOOD WIU. COGRDINAlE ANY CHANGES WllH 1HE otHER AND CON'lRACTOR.
M..LUlICW PRF'VI='N"nON "ANAr.nENT WF"'~~
SOLD WASlE: C<lW:CTED SEDIIIENT, ASPHAl.T AND CONalElE IllUJNGS, FLOAlING IlEIlRIS. PAPER. PLAS11c, FAllRIC,
GONS1RUC1ION AND OEIIOU'IlON 0EIlRlS AND OlHER WASlES IlUST BE DISPOSED CF PROPERLY AND MUST COIIPL Y WIlll IIPCA
M:ClUlREllEN1s.
HAZARDOUS MATERIALS: OILS. GASa.tlE. PAINT ANO ANY HAZARllOUS SUBSTANCE IlUST BE PROPERLY STORfD, INQ.UOING
SECONDARY CONTAINMENT. TO _T SPILlS, LfAKS OR OlHER llISQ1AR(;E. RES1RICTED ACCESS TO SlalAGE AIlDS MUST
BE PROVIOEO TO _T VANDAlJSII. STORAGE ANO DISPOSAl. CF HAZARDOUS WASlE WST BE IN COIIPUANCE WllH IIPCA
M:GULAlIONS.
EXlERNAI. WASHING CF 1RUQ(S AND OlHER CONS1RUClIGN 1itHla.ES IS NOT ALl.O'M:D ON SIlEo NO ENGINE OEGREASING IS
ALLOllEIl ON SIlEo
EROSION CONTROL NOTES:
3:
· ALL SILT fENCE AND OlHER EROSION CON1ROL f'EAlIJRES SHALL BE IN-PLACE PRIGR TO ANY EXCAVAlION/CONSlRUClION
AND SHALL BE MAINTAINED UNlIL VlAIlLE tuRF DR GRlUlO CCMR HAS ~ ESTAIlUSHEO. EXISTING SILT FENCE ON-SllE
SHALL BE MAINTAINED AND OR ADKlVED ANO SHALL BE CGNSlIlERfIl INGIllENTAI. TO 1HE GRADING CGNlRACT. IT IS OF
EX1IlDlE lIlPORTANCE TO BE AW_ CF CURRENT f1ELD CONDlnONS WllH RESPECT TO EROSION CONlRa.. 'IEMPaWlY
PONIlINC. DII<ES, HAY BALES, ETC., M:QtMRED BY 1HE aTY SHALL BE INQOENTAI. TO THE GRADING CONlRACT.
. ALL S1REETS DlSlURBED DURING WORKING HOURS MUST BE Q.EANED AT THE END CF EACH IIORKING DAY. A ROCK
ENTRANCE TO THE SllE llUST BE PROVIDED ACCORDING TO llETAD.S TO REDUCE lRAa<JNG CF DIRT ONTO PUBlJG S1REETS.
. 1HE SllE MUST BE STABlUzm WllH A &lIl SEED lIIX .. T'/PE I WLCH IN A<XXlROANCE WllH IofNOOT 2515 UNUSS OlHER'MSE
NOlED.
. ALL 1EIlPORARY STOCI(PlLE$ llUST HA\t: SILT fENCE PLACED AROUND THEIl TO 1RAP SEDlNENT.
. 1HE SllE SHALL BE STABILIZED Wl1HIN 48 HOURS CF FINAl. GRADE COIIPI.E1IOH.
. SllE SOILS _ T'/PE "B'
. A PERSON KNOWl.EOGEAIllE IN EROSION AND SEDIIotENT CON1ROI. MUST BE APPOlNlED BY 11lE CONlRACTOR TO O'otllSEE 1HE
IlolPLnlENTAlION CF 1HE STOflIj WAlER P<X.LUlION _lION PlNI PRIOR TO 1HE START CF CONS1RUC1IGN; PROVIDE
INSPEC11ONS, AND INSURE MAIN'l[NANCE CF BIlPS; ADO AOOI1IONAI. IlIlPS AS NECESSARY; PROVIDE awN CF RESPONSlBlUlY.
. ALL CONSlRUC1ION SHALL CONFORII TO LOCAL AND STAlE IMES INa.uDCNG lHE NAlIONAL POUUTANT DISCHARGE
ELIIlINA liON S~ (NPOES) PDlWlT REQUlREMEN1s.
. INLET PROlEGlION TO BE PROVlOED fllR ALL STalIl WAlER INlETS
. ALL EXPOSEIl SOILS NOT TO BE GRADED FOR:
7 DAYS {~ J: 1 Sl.GPES~
14 DAYS 10,1 TO 3:1). OR
21 DAYS 10,1 OR FLAYlER)
SHALL BE SEEDED AND IlULCHED.
. POSI1I\t: DRAINAGE FROM 1HE SI1E llUST BE PROVIOEO AT ALL lilIES IN AGCORDANCE WllH HOPES
. 11lE SllE llUST BE KEPT IN A 1lW.-DRAlNfD CONDI1ION AT ALL 1tI/ES. THE CON1RACTOR SHALL BE AESPONSIBLE fllR
1EIII'ORARY DITCHES. PtPINC OR OlHER lIEANS M:QtMRED TO INSUAE PROPER DRAINAGE DURING CONS1RUC11ON. LOW POlNlS
IN ROADWAYS DR BUlI1llNG PADS MUST BE PROIIlOED WllH A POSIlNE 0Ull'LDW.
. PUBlJG S1REE1S USED fllR HAULING SHAll. BE KEPT FREE GF SOIL AND 0E!IRls. S1REET SllEEPlNG SHALL BE CONCURRENT
WITH EARTHllORK ON Sl1E.
. HAUUNG HOURS MUST BE CONFIRIIED 'MlH 1HE Q1Y PRIGR TO IlEQNNNG WORK.
· TOPSOIL RESPREAD SHALL BE D.S' ON PADS AND O.$' ON OlHER CREEN NIEAS.
. DEWATERING SHALL BE PERFDRIolm F NECESSARY .. WllH FLOAlING PUIIPS TO REDUCE llISOlARGE CF SEDlIIENT.
· CONSlRUClION SllE ACCESS SHALL BE MAINTAINED FRGII GAlPIN BLW- A ROCK GONS1RUC1ION EN1RANCE SHAll. BE
MAINTAINED lHROUCHOUT CONSTRUClIOH. EXIS11NG BllUI/lNOUS ACCESS SHALL BE MAINTAINED AND SI/fPT / Q.EANED AS
NEEDED TO MINllotJIE MATERIAL FROM BEING lRAQ(EJ) ON TO GALPIN BLVD.
tI.QJl;: ADIlIlIONAL EARlHMlRK RElAlED TO lHE CONSTRUClION CF THE TEIotPORARY BASIN IS INQDENTAI. TO THE CONlRACT
LBGBND:
~ DENOTES SOIL BORING
DENOTES SILT FENCE
---- DENOTES HEAVY DUlY SILT FENCE
-980- DENOTES EXISTING CONTOURS
-980_ DENOTES ULTIMATE CONTOURS
-980_ DENOTES TEMPORARY CONTOURS
o--~-iJ DENOTES EXISTING STORM SEWER
-..- DENOTES PROPOSIED STORM SEV.ER
~ DENOTES EXISTING TREE UNE
~ DENOTES APPROXIMATE TREE
REMOVAL UMITS
)( 856.3 DENOTES EXISTING SPOT ELEVATION
~ DENOlES PROPOSED SPOT ELEVATION
.,.....,., DENOTES BIO-ROLl EROSION CHECKS
E.O,F. DENOTES EMERGENCY OVERFLOW
ELEVATION
f:..r..r.....j DENOTES TEMPORARY
EROSION CONTROL BLANKET
.. .. ...
-~- DENOTES TEMPORAAY DITCHING O'
-~~- DENOTES TEMPORARY STORM SEVtER
)(
I
100'
200'
I
300'
E-15 200.1064ECFOf.DWG
Dele: 02/21/05 _ 6 OF 6
Pinehurst
Storm Water Pollution
Prevention Plan
n..ft"~ Mbmeeota