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HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR
MUELLER SUPER CENTURION
ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY
ING 0-d NLESS EL OR
-ALL A.11 M`IVR`I-1ETT1TpUXV.P'-
PIa_nau mxa s aan. aae pa wrrea une
scop, II P.soz.ssos
QITOP TYPICAL
O HYDRANT
INSTALLATION
ENGINEERING DEPARTMENT PI No -7,777,7771 .. 1004
/SECTION VIEW
Imum
a n,�� gme,un,as°,an e°•
nal se�.wl.OeF mmn STANDARD
SANITARY
mmo MANHOLE
ENGINEERING DEPARTMENT mNo- 2101
L IKE IILUCY
-wDY
It
61 Il
1-7
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�L�1Q1�l�OpfppMANxHOIeF CASTINGSxx
(1�rI1p
CIIIIl1lIflJL11 AND LIDS DETAIL
ENGINEERING DEPARTMENT 2111
krO
PL
VARIABLE
E1.(OLE Tl"gz 6ENi0w)D I
3
ow -LAP ON TEE 10- )-3
DECREE 6PwcD o� r
R.D
SDR -26 PIPE MIN. S -E ,/.-
L,/2 PIPE DAMETER I
PER ADT
(rvory DAskETED)
1, 11A111T RIQUIIED 11 EITY 11
11E Hill 1111 TI
4. AU. PIPE SHALL DE BEDDED VM. IRAlOiuuR i-IINGA(31-2-1) a CWRSEUHITEre
67'I'fOF I CTYPICAL SANITARY S SEWER SERVICE
( LESS THAN 16' DEEP)
NIf mmE: c:\wc\asses\aam
ENGINEERING DEPARTMENT I� 2001
1. ALL SANITARY SEWER SERVICES CONNECTED TO C900 MAIN SHALL UTILIZE AN 8'X6' C900 TEE,
C900 RISER PIPE, C900 BEND, TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB.
2. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS
OUTLINED ABOVE.
3. WATERMAIN SERVICES SHALL BE 1.0" ID PE/HDPE PIPE.
4. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL
BE STAINLESS STEEL.
5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS.
6. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT.
7. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS
CALCULATED FROM THE DOWN STREAM MANHOLES.
8. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES.
9. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE
WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED.
10. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER
AND WATER ARE IN THE SAME TRENCH.
11. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE
UNLESS OTHERWISE NOTED.
12. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY
VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT
13. THE CITY OF CHANHASSEN CURRENT ENGINEERING GUIDELINES AND SPECIFICATIONS'
SHALL GOVERN WITH THE EXCEPETION OF THE SANITARY SEWER AND WATERMAIN SERVICES.
14, INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL).
15. POLY WRAP ALL HYDRANT BARRELS
16. BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE.
17. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25).
ALL 16" WATERMAIN SHALL BE PVC C905 (DR18).
18. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS
FOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT
INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY.
19. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR
TO ANY PUBLIC SEWER/WATERMAIN CONNECTION.
20. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC
INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM
EXTENT POSSIBLE.
st et PL U.0
Var,able I E
6' Metal fencNe post Venable
tdopa6' palnteddblue.
sia �dplp andith st.�ari y rad
REVISIONS
water seice
10 PE/ryDPE or
PEX Plpe 200 P51 rating
1"Xt" Corporation Cock
Concrete briok support
3'tb,ck & 32
qI ln!
Water Main
21D D. top.
. Add 6" c,Im d Idtu�lI to curb etop.
shutoff p odurb box mall on
Ite m Id cor
3. The -Ido Ilne between be
ontinuoue se t Pipe. c uplers velli dotd tie p rmRted
4. C 'ryoratlon c e quick compression OR. as staked In sect,o
2 . o1
1.-damain epee -Irl- ee a
6. 5altltllesss a SmitM1 Blair ,3/2 a pp ved q p -H.,
U. speci6cakions.
-.11lTr r re Stem os er Detail Plate 5505.
CITIOF
TYPICAL
WATER
MJV 07/2_9/2_0
SERVICE
REVI SED'. ,2-19 ENGINEERING DEPARTMENT 1PLATENo.. 1005
W�JII
DRAWING NAME NO.
BY DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
SHEETS UTILITIES 01
MJV 07/2_9/2_0
_ _
_ _ LAYOUT REVISIONS _ _ _ _
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
��ERs soR`F
DRAWN BY
--
ERJ
- - - -
- ---------------
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
o
w N
SAT H RE-BERGQUIST, INC.
CHECKED BY
-
-
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
150 SOUTH BROADWAY .1, MN. 55391 (952) 47fi-6000
RSM
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING�y-
DATE
FROM ILLEGITMATE USE.
ROBERTS. MOLST P.E.
-LO
07/08/20
Date: 07 08 Lic. No.
CITY
HANHASSEP
MINNESOTA
100 50 0 50 100 200
-� r 11 11 11❑
i � �I SCALE IN FEET
NQRj�
FILE NO.
SEWER AND WATERMAIN PLAN 3120-079
THE BLUFFS AT LAKE LUCY 5
CHAN THREE DEVELOPMENT, INC. 23
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EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY
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15"STRM X-ING EG
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BLD: 13:0,
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2+00
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EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY
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15"STRM X-ING EG
/
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MINI 27" STRM X-ING HYDRA
'\ DEPTH '', T-978.1
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ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE
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P
ADA TOR ',
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'\ DEPTH '', T-978.1
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ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE
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$ ,
,
980
C900 pVC byM CBMH 19 STRICT 8"x6" TEE
BOT T-974.48„WM
_ _',
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
-968.6 T-974 1
T-982.8',
AND ALL EXISTING UTILITIES.
14o.5 LF @ zia%
B' pVC SDR 35 g o
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NAL DRILL UNDER
8,. PVC SDR
128.6 F @ 2.10°h w w
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$ $ T4376 2
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960
4 - 45° BENDS
960
0+00
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8+00
9+00 10+00
11+00
12+00 13+00 14+00
14+50
-1+00
DRAWING NAME
NO.
BY DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITMATE USE.
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I�
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
S ,_ /j�
"� ��
o
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m yRSM
107
Ha v�
SAT H RE-BERGQUIST, INC.
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000SATHRE-BERGQUIST,
CITY PROJECT NO.
S E W E R AND WATE RMAI N PLAN
THE BLUFFS AT LAKE LUCY
CHAN THREE DEVELOPMENT, INC.DATE
FILE NO.
3120-079
SHEETS UTILITIES 01
MJV 07/2_9/2_0
_ _ _ _ _LA_YO_UT_REVISIONS _
_ _
-
-
DRAWN BY
CHANHASSEN,
MINNESOTA
ERJ
L23
CHECKEDBY
ROBERT S. MOLST P.E."4•Fo",
Dale: 07 08 -LO Lic. No. �- 4Z8
07/OSY20
1 I 4am. i 'per I Inv -993.83
V
LAKE LUCY RIDGE ,m Bid -16.81
1
s I aI it I s LL m oo� - Pomo o 0 3
ASHLING MEADOWS 2nd ADD
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BY DATE
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1000
T-1003.0
T-1002.5 S" 11.25° S 22.5° BEND
_ _ _ _ _LAYOUT _REVISIONS _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
—
— — — — — — — — — — — — — — — —
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DRAWN BY
T-1001.1
ERJ
7
7�
L
CHECKEDBY
8" PVC SDR 35
DATE
ROBERTS. MOLST P.E.
Date: 07 08 -LO Lic. No. �— Lizg
e" PVC SDR 35
108.9 LF@0.46%
320.9 LF @ 0.49%
999
z
990
m'�
3+00
4+00
5+00 0+00
980
'zz
50 25 0 25 50 100
0 0 0 0
980
980
scALEINFEE r
5+00 4+00 3+00
2+00 1+00 0+00
-0+50
')'ORS
DRAWING NAME NO.
BY DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITIMATE USE.
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
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SAT H RE—BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47fi-6000
CITY PROJECT NO.
SEWER AND WATE RMAI N PLAN
THE BLUFFS AT LAIKE LUCY
CHAN THREE DEVELOPMENT, INC.
FILE NO.
3120-079
SHEETS UTILITIES 01
MJV 07/2_9/2_0
_ _ _ _ _
— — — — —
_ _ _ _ _LAYOUT _REVISIONS _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
—
— — — — — — — — — — — — — — — —
—
DRAWN BY
CHANHASSEN,
MINNESOTA
ERJ
7
7�
L
CHECKEDBY
_
RSM
DATE
ROBERTS. MOLST P.E.
Date: 07 08 -LO Lic. No. �— Lizg
—
07/08Y20