2.0 072924 Comments - Waterview U&S Plan - SBI Responses 080824T-
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PROPOSED CDS CREATION
E ETA END RBTINN� +1-2,235SF / ti
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1. CUL-DE-SAC TO BE CONSTRUCTED TO MEET CITY STANDARD CUL-DE-SAC
DESIGN (CITY DETAIL PLATE # 5205)
2. SAWCUT & MILL STREET TO CENTERLINE AS SHOWN.
3. FULL STREET SECTION TO BE INSTALLED (CITY DETAIL PLAT # 5200 )
2"-MNDOT2360SPWEA240C
TACK COAT
2"-MNDOT2360SPNWB330C
IT CLASS 5 AGGREGATE BASE
24" MNODT 3149.213 SELECT GRANULAR BORROW
1. PROPOSED LOTS TO UTILIZE EXISTING SEWER & WATER SERVICES, EXISTING SERVICE
ELEVATIONS ARE TO BE FIELD VERIFIED
2. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS
CALCULATED FROM THE DOWN STREAM MANHOLES.
3. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES.
4. THE CITY OF CHANHASSEN CURRENT "STANDARD SPECIFICATIONS AND DETAIL PLATES" SHALL
GOVERN.
5. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DIVISION AT THE CITY AT LEAST 48
HOURS PRIOR TO ANY PUBLIC SEWERWATERMAIN CONNECTION, (952)-227-1300.
6. ALL FES INLET AND OUTLETS SHALL BE MARKED WITH WITNESS POSTS, TO BE FURNISHED BY
THE CITY.
7. LOT 2 SEWER SERVICE WILL NEED TO BE EXTENDED TO THE ROW, MEETING CITY STANDARDS
(CITY DETAIL PLATE # 2001 )
S. LOT 3 SERVICES TO BE INSTALLED AS SHOWN ON THE PLAN
9. ALL SANITARY SEWER SERVICES TO BE TELEVISED PRIOR TO THE HOUSE BEING BROUGHT ON
LINE,
10. ALL WATER SERVICES TO BE INSPECTED BY CONTRACTOR/CI FY STAFF PRIOR TO ISSUANCE OF
BUILDING PERMITS.
9- °NYa4
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MINNWASHTA
ID #: 10-9P
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DETAa PLATE z1os 11 ® 1
Box ANO TRADE WIRE
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OVERUP ON TEEPo --N-
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" E IQI To of
RuaeaR CAsxErEo PER A PLAN
sTM c44s
URNEw MAcrve I
O MPHDR- ROINmNGANmERo
oa PEx PIPE z0x Psl annxu ',
I- s
s
- MANxOLE STEPS SHALL BE NEErva
HRLE I HA
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OIAMrTra AxO SEOPE rownxoo1en1uiur�aiER
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WATER MAIN mm.IRI E3 THICKArvOa''sQ. IN.
P I-
SECTION
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YSEWER
GnnVltt MAIN
cuae siov, Irvusnc ssavlcE usEENo
fAv/vwf R e[xoOP�vEUnvea nNNED v[ENDTAILToMARKERREQLIRaO
E QNEaONN
MAIN mPEN
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WATEaepu[nE
IDE ANDounlDS Txss0uc7uaE.
Vzeo,an Dlm nsuwPDEPrH or4 sRALL aE comsrnucTE9 aELOw THE LowasT
IN NTRrv-A
T-1wlRrACCIAbooxrsTQar QCANE aV arAL INa`ANCE C SINCAeTID,w r APPI ar_34
OSTE uoassc
[I[ANOun SHALL
ALLINNI9E 9moaoQ
E Ma��9199 m'Rx
uT�OaE i�OvaauPmETALTEE POST 11 z.`w000
NOT BE In`nTEO WITHIN THE PUBu[ RIGM OF WAY
eEU .INx90 aLxe.x n)ox couxsE rLL ex
LASE or siamLEss sIEEL SA
1ADDLT, "ALLtRI APPRnvEOLEQ wL AS PERSE[:noN f. 1,I 1ETHE
ApN INEERQF REWRDTHA
THE OaU EASEMENT Wrt TIE
- ENQINEERS AINA-L. avtcE MAY BE ExTErvoa9lPlio
TYPICAL WATER SERVICETEN
01
TYPICAL 4' DIAMETER
CATCH BASIN MANHOLE
01
TYPICAL SANITARY SEWER SERVICE
(LESS THAN 16' DEEP)
Q 1005
TEN
N 3102
Q 2001
It
04 ' 50 25 0 25 50 100
�®DDO
SCALE IN FEET
NORM
FILTRATION BASIN NOTES:
1. the basin shall be tlug 2.0'below the fnishetl final gratle aker(he site has reachetl final Stabilization(Final stabilization shall be as defirxxl by Ne NIECES XrRit)
2. Thefl(rafion basin metlia will be installetl aker the site has reachetl foal stabilization. Final stabilizaton shall be as tlefinetl by the NPDES pernit
3. To preven[soil compaction, heavy equipment shall not beallowed within the bsinsatany lime.
4. The bottom M the fil.fion basinshall bB JII da minimumofl2- prior to placing ftlIBztionsoil.
5. Relatively light equipment With tracksshall beusetl to excavate the III INBMB
8. Immediately upon completion of grading the filtrafion basin, silt fence shall be installed per the plan to establish penme[ercmMld.
7. The filtration soil withiMDR, basins Will be 2.0'deep With a(-tlraimbleal(he DR-M. filUatm metlia.
8. Maximum 45- bend allowed in drzinele
9. Install cleanouts al aII pipe entls
10. Cleanout risersshall be left 2kabove grade.
11. Draintile shall be 3 hole, 120" perforation Patlem, no sock. BEDDED IN COARSE FILTER AGGREGATE (SPEC MNDOT 3149.2)-SEE DETAIL
DETAIL
cone,at1 omlm sj0,nx,a•
HI See tletal
1$ r __ __ __ _ _ i 90
T r , T r r r , r , I r
Nwt TOP ELreR EDA D matla a
DIuwD NELEVA oN--_____-_____-____ ��r____
10 LI__ i __ bnttamafinede LI 10
e°Pv�scH ao'IPadO.a,ap Dlamma
Basinbba linetl w%M1 on site lnalenal BEDDED INCOAREEFILTERAGGREGATErSPEC MNDOT 3149.2)-BEH DETAIL
___ GmunL Fill- sp�df(__
4
$`-----LI-----'-----`-----`----'----- '-----I 5
etlia 2.a rasp,%): _____I I
I I I D heath m 6eldw I I I
J 0 0+00 0+10 L 0+20 0+30 0+40 J 0+50 y 0+60 J 0+70 y 0+80 0+9 0
`FILTRATION BASIN MIX
Mix D (MAR PCA- MN Stormwa[er ManuaO
Biorelet III. Soil Mix NN soil shall be a mixture of coarse santl, compost antl topsoil in pmpodions which meet Nefolloxirg:
silt plus clay (cembinetl): 25 [0 40 percent, by tlry weigh[
b. total santl: 60 to 75 percent, by tlry weight
total coarse antl metlium sand: minimum of 55 percent of total santl, by tlry weight
d. fine gravel less than 5 millimeters:upl012 percent by tlry weight(calculatetl separately tram sa.&BIvclaytotal)
organic matter content: 2l0 5 percent, percent loss on ignition by tlry weight; MME OT Gratle 2 compost (See Specification MK) is-NRNNNMed.
i. sa[ure[ed hydraulic conductivity: l IN 4 inches per hour ASTM F 1815. Note III althoughthis infilt.d., rate is generally applicable a[ 85 percent compaction,
Standartl Pmclor ASTM D968, this is an infll t.b rate stantlard antl not. compaction Bbld.Rd. Therefore, this infll t.b rate may be melat 1-levels of
compactim.
OUTLET STRUCTURE -BASIN #1
2T'GRATE TOP BACK 971.1
EOF-971.25
TOP FRONT-970.6
TOP SAND - 970.0
990
980
970
960
950
12"-RCR7.6
990
980
970
960
950
3+00 2+00 1+00 0+00 -0+50
CB3
STMH2
DIA: 27
TC: 974 5
BLD: 3.7'
EG
FES 1
INV: 970.0
NU
112.6'-12"RCP-
CL.5 @ 1.61%
94.6'-12"RCP
CD
w CL.5 @ 0.85%
z
Z Z
990
980
970
960
950
1+00
OUTLET STRUCTURE -BASIN #2E
27' GRATE
TOP BACK 978.5
0.6 EOF-979.0
TOP -FRONT -978.0
5" CIRCULAR ORIFICE
977.2
TOP SAND-9760
-
12"-RCP-973.0
fi' DTILE
0.50'
EX.
B 4
71.2SEE
JTC
DETAIL:
3.7'2'
EG
10.4'-12"RCP
o
z
0+00
990
980
- 970
- 960
950
-1+00
EXISTING UTILITIES SHOWN
LOCATION OF ANY AND ALL
AND ALL DAMAGES ARISING
ARE SHOWN IN AN APPROXIMATE WAY ONLY.
EXISTING UTILITIES BEFORE COMMENCING WORK.
OUT OF HIS FAILURE TO EXACTLY LOCATE AND
THE CONTRACTOR SHALL DETERMINE THE EXACT
HEAGREESTOBEFUUYRESPONSIBLEFORANY
PRESERVE ANY AND ALL EXISTING UTILITIES.
DRAWING NAME
NO.
BY
I DATE
REVISION
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
sU"
CITY PROJECT NO.
FILE NO.
WATERVIEW
1
RSM
07/09/24
City Comments - 6/28/24
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
�E"Is
UTILITY & STREET PLAN
9745-166
DRAWN
2
RSM
07/10/24
Lot Width Adjustments
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
W
o
SATHRE-BERGQUIST INC.
ERJ
3
ERJ
07/16Y24
PC Packet Comment Revisions
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
N °
CHAN HASSEN,
WAT E RV I E W
cNEcla=D
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
m
1400025TH AVE N#120 PLYMOUTH, MN. 55447 (952)47fi-6000
A
RSM
DATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGRO
FROM ILLEGITIMATE USE.
D, P.E.
FRS
4�
p�P
M I N N E SOTA
WOODDALE BUILDERS
06-14-24
Date: 0 114/24MOLS
Dale: 06/14/24No.Z�,t-/Z8
Lic.