Final Storm Sewer Plan 5 of 12I
_—_— —_
C.S.A.H NO. 18 {LYMAN BLVD)
900
890
-1+00
ISI i6 I
I PON 1
III NWL 893
15 III IIII'888
- - - I 1111111 I I
Wil
I
0+00 1+00 -0+50 0+00 two
930
BMHB Ee.l
TC 91]8 _ �WNp
930
TC: 913 51
BLD 4 B
TO 9135
BLD: 4.5'
920
TYPE
DIAMETER
RIM
10.5'-12"RCP
/ i
2
CLS ®1.00%
450'-1511
90
p'p
CL 4 @070%
CL5@-1.
1%
CBMH
910
880
4z
90.] R -1642A
870
CBMH
48'
9
m8
90.0 1-4342
5
CBMH
900
9114
41'
890
0+00 1+00 -0+50 0+00 two
930
BMHB Ee.l
TC 91]8 _ �WNp
Shudure Name
910
24- APRON
2 CYCL3
C 8964
BLD.45
TYPE
DIAMETER
RIM
900
/ i
2
285'24 -ROP
450'-1511
90
p'p
CL 4 @070%
CL5@-1.
1%
CBMH
40'
880
82'
90.] R -1642A
870
0+00 1+00 -0+50 0+00 two
930
BMHB Ee.l
TC 91]8 _ �WNp
TC'. 9135 MH 5 -- --- — 920
BLD'. 4.0' Fwd
GPW Np
Shudure Name
BCD:4.1'
STRUCTURETABLE
STRUCTURENAME
TYPE
DIAMETER
RIM
BUILD
INV CASTING NOTES
2
STMH
40°
8973
48'
892.5 R -1642A
3
CBMH
40'
9069
82'
90.] R -1642A
4
CBMH
48'
9090
40
90.0 1-4342
5
CBMH
48'
9114
41'
9073 R-4342
6
CBMH
48'
91]8
9S
900.2 R-4342
]
CB
2]'
9135
4.0'
90S R-4342
B
CBMH
48"
9135
45'
9090 RA08)
9
CBMH
48"
914.1
4.1'
9100 RJ0>
10
CBMH
40"
914.9
4.1'
9108 Rd0]
11
CBMH
40"
9160
43•
911.7 R4342
12
CBMH
40"
9169
47'
9122 Ill
13
CB
2'X3'
9168
40'
912.6 R-30]
14
CB
253'
9135
40'
9085 R3067 DRIVE OVER CASTING
TC'. 9135 MH 5 -- --- — 920
BLD'. 4.0' Fwd
GPW Np
Shudure Name
BCD:4.1'
INV
BLO 400'•
Slmdme Name
TYPE
TO
908
INV
CY. RIP PAP
IF
ES
24
8920
12 C.Y.
15
FEB
24
092.0
9 C.V.
910
OUTLET STRUCTURE TABLE
Shudure Name
FES TABLE
INV
DETAIL
Slmdme Name
TYPE
SIZE(IN.)
INV
CY. RIP PAP
IF
ES
24
8920
12 C.Y.
15
FEB
24
092.0
9 C.V.
OUTLET STRUCTURE TABLE
Shudure Name
TYPE
INV
DETAIL
892'0
16
OS
692.20
SEE STRUCTURE DETAIL
CP
CL5 10R4 % 1128'-15RCP
Nug, CLS @600% 1003'-15RCP
m CLS ®2.12% 63.1'-15'ROP
CL a DAM 900
^^ az $$$
4, > i
- 690
085
0+00 1+00 2+00 3+00 4+00 5+00 5+25
930 920 920
=.'D. /Eusr NG
MM 11 ✓ �—
BMH9 BMHB
TC 914.9 _ BLO: 1 TLD4,5' 'BL0:02' 920 910 p�l��ax FINS
T5T09)3 910
C'910.0
ATT
TT
i9 HNISHFD BLD 43'
7 cxpux0 BL0:41' BLD: 4.1' LD'4-5'- TC90B9 ENHmv
- _ GPW Np - BLD 48'
GoTING
1487 CLS@o" % 910 900 900
CL5�034% at' 08445"
'RCP 24 APRON
4YRCP CL5@0.93% 520'-15"RCA12 CY CL3
DL.5@1.15% 1238'-t5•'RC
®131% 37.1'-16POP 2.3'45'RD CLS
9.20%
0o CL.5 9243% oo oa L5�969 000
d o S R$ 900 890 $ 1 9' -24 -RCP 890
C 1®251%
atio, 41
Ill l2in .
^^ ^^ > �.... ^I^^ w^m
In an $m
890 880' � � 880
1+00 2+0 3+0 4+00 4+2080 874HSO 0+00 1+0 2+0070
I 1 1 1 I
WARNING
i1 sLor 1Nv-a14.3 i
I HIGH PRESSURE PIPELINE
50'
t3 acv � Fxwvalion andlor Construction Prohibited 'MOR1�
INLET i]'RCP
NWL 391A
Go
Without compliance with State One -Call, AND
�—° Without Written Permission Fmm 80 25 0 25 5B 100
EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT MAGELLAN PIPELINE, L.P. Rossi
■ •N FEET
SG1LE IT.
ANY
ANDALL DAMAGES
ALL RISING INGOUT UTILIOFHI FAILURE RE
K. AND HE AGREES TO BE FULLYRESPONSIBLEEXISTING LE FOR 'AMAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(5)�
ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PREBERVEANYAND ALL EXISTING UTILITIES. i DRAWING NAME NO. BY DATE REVISIONS USE(INCWDING COPYING, DISTRIBUTION, MOTOR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PIAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO.
EKLO BASE 0 By 09IW1fi WATER REUSE REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT EEPs aKR t FINAL STORM SEWER PLAN 23605-001
DRAWN BY 07 MGM 0)115116 REVISED EASEMENTS SATHRE-BERGQUIST,INC'SEXPRESSWRITTENAUTHOBRATION. USEWITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
IJW GO MOM 0]119116 REVISEOSHEETS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATEUSEANOSH4ILTHEREBY LAWS 0FTHE STATE OFMINNESOTp �' „ SATHRE-BERGQUIST, INC.
INDEMNIFY SATHRE-BERGOUIST, INC.OFALL RESPONSIBILITY. J q /' HAN HASSEN ARBOR GLEN )
CHECKED BY 0 DLS 0]hBNfi WATERSHED REVISIONS VdL,/O" J.L 150800TH BROADWAY WAYZATA, MN.55391 (852)4]&60W
OLS 10 MOM 0]f2611fi GRADING REVISIONS SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGmMATE ,—A Ap
pq� OL6 01 WATERSHEDDISTRICT REV. USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING parcel ScSmMt P.E. V4y i" MINNESOTA ARBOR GLEN CHANHASSEN, LLC �Q
FROM ILLEGITIMATE USE. a63 p�N
04ma115 1—PLAN SUBMITTAL Data 01-11-17 Lic. No. 26147