HomeMy WebLinkAbout5.C.2. CR 101 Change Order for Bluff Avenue Storm Sewer Yr „„ '.
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" 5*' 4 ;/ / / INSTALL EROSION CONTROL BLANK ° , , , E• - . AS DIRECTED BY THE ENGINEER *_ " ' - { 4 9 V AS DIRECTED BY THE ENGINEER
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_ ♦ 3;. FINAL APRON LOCATION CAN BE ADJUSTED Y , .
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�' - "T I " IN THE FIELD BY THE ENGINEER TO " ' BEST FIT'
CY . INPLACE_CONDITIONS x r"
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,., { _ CLEAR & GRUB TREES AS DIRECTED BY�THE ENGINEER I
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m REMOVE DEBRIS &CONCRETE CHUNKS / OLD CURB td NOTES
'A THAT WAS PLACED IN THE EXISTING DITCH
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AS DIRECTED BY E I
€ 1. MATCH . STREET WILL BE DVER DISTURBED STREET EPAVED
FILL IN DITCH OVER INSTALLED NGINEER REMOVE. LOWER. REPLACE & RECONNECT I
PIPE WITH COMMON BORROW &? :I WITH CSAH 101 PROJECT.
00 WATER SERVICE TO CURB STOP LOCATION & TO EX. CORP STOP ON EX. MAIN ..
1 6" TOPSOIL BORROW. INSTALL '. 1 , VERIFY SIZE
r < < t`;- r I Ur c4 , 1 ' , 1 !, ? ' ' = 2. LIMITS OF CONSTRUCTION SHALL STAY WITHIN
EROSION CONTROL BLANKET &- r' INSTALL 4 SY SHEET INSULATION OVER WATER SERVICE AT STORM CROSSING; r`, , : 831 PROPERT Y. OR ACQUIRED CO IRE
SILT FENCE AS DIRECTED BY '° �
D RIGHT OF ENTRYS
HE ENGINEER -. / _� z ; i
ry / COORDINATE RELOCATION DR SUPPORTING OF '
3. USE SPECIAL CONSTRUCTION TECHNIQUES. SUCH AS
I / EXISTING GAS. PHONE 6 CABLE TV (INCIDENTAL) TRENCH BOX. ETC. TO STAY WITHIN CONSTRUCTION
ALONG PARKING LOT EDGE AS fr � ��
CONSTRUCT 1 FOOT HIGH BERM -•, - LI qi, S
' INSTALL ROLLED BITUMINOUS CURB ALONG F
> DIRECTED BY THE ENGINEER 3S' THE BACK SIDE OF THE PROPOSED CATCH' 1 LIMITS.
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- J'' BASIN CASTINGS. EXTEND 6' EACH SIDE _ - L l
— — — — — (TYPICAL) INSTALL WITH PAVING PROJECT — — —
- . M A W a w -
viii 1 ---P" oG 00 � I 15+0 0 4— L0 „1 • ' 1_7_ 0 __ _ _ �� 113 .
�� Do 2 U; f— 4+
X;I. =f. - - - - — — — — — — — — — — - f. - - - - ____ A _ r - _ — _ _ - — #— '_ —_ —_ --- _ — �a , ...: =-- ,ea.-. — -_. -- — -- ..._.- _--- _, —s — =— - --
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— 0 „ GRADE DITCH TO DRAIN TO CB I A
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S DIRECTED BY THE ENGINEER
PROTECT EXISTING DIP SANITARY SEWER SAWCUT. REMOVE AND REPLACE BITUMINOUS DRIVEWAY PAVEMENT (APPROX 10 SY)
S. DIP WATER MAIN AND SERVICES. AS DIRECTED BY THE ENGINEER
740 - - SEE RECORD DRAWINGS FOR INFORMATION ON 740
THESE UTILITIES. VERIFY DEPTH (INCIDENTAL)
735 735
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c, o 0 0 O - ti •
730 o a o 0 01-- 730
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725 1!1 cc - _ ,�
725
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723. 73' N
720 Xr721.61 721.95 N E 125 LF 24 RCP 723.42 S 721.95 N E 723.09 S 720
N GL IIL_@ 0.307 7 22:34 W 29 LF 18” RCP 31 LF 15" RCP
/ 721.72 S
CL I11 @ 0.99% CL V @ 1.00%
718.95. ( SUMP) 718.97. (SUMP ). . . . - - - - - - - - - - - - - -
715 38 LF 24" 715
715.20 715.91 N
C L 11I @ 0 RCP . 60%
720:10 S
- - - - - - - - - - - .30 LF 24" RCP CL III @ 5.11%
z 710 TIE ALL JOINTS (INCIDENTAL) 710
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0 38 LF 24" RCP CL III @ 1.88%
% TIE ALL JOINTS (INCIDENTAL)
31 ::: 700
by No SHEET
N0. DATE BY DIN REVISIONS Des i g n B y : 1 HEREBY' CERTIFY THAT THIS PLINK SPECIE [CATION. DR REPORT •p5 PREPpfEO BY OR UNDER ..
T NY DIRECT SUPERVISION AND WE I NA p DULY LICENSED PROFESSIONAL ENGINEER UTOER 701 Xenia Avenue South, Suite 300 CITY OF S H A K O P E E, MINNESOTA
CWK THE D RESD . Bluf Avenue I mprovements — D PI
m 0 Plan B ��//�1� Minneapolis, M N 55 416
�� Checked By: r�/J Wbe�m OF
TV CERTIFIED Dr
[ \) I, DRAINAGE PLAN TOT
m 4 LI D PR E SIGNAL ENDINEE - DONALD B. SIENNA. P.E. & ARR iot¢.v,1nc SHAKOPEE C i t y o Sh a k opee, Mi nneso t a
Approved By: „� 761541 -0000 -Fa 751541 -1100
p ; DWS 0cc: 06 /02/11 LID. NO: 19 103 INFRASTRUCTURE. ENGINEERING. PLANNING.CONSTRUCTION SHEET