HomeMy WebLinkAbout13.D.3. CSAH 101 Bridge Enhancements
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CITY OF SHAKOPEE
Memorandum
CASE NO.:
TO: Honorable Mayor and City Council
Mark McNeill, City Administrator
FROM: R. Michael Leek, Community Development Director
SUBJECT: CSAH 101 Bridge Enhancements
MEETING DATE: September 18,2007
REVIEW PERIOD: NA
INTRODUCTION:
In order to move forward with final design of the CSAH 101 bridge, Scott County staff has asked
for final direction from the City regarding the message(s) that would be placed on the wing walls,
and has suggested that the City revisit the choice of lighting standard because the initial choice
would, as it rusts, result in significant staining of the concrete (such as that visible on the 101
bridge.
DISCUSSION:
Light Poles:
Council's original direction was to go with the Cor-Ten steel light poles like those that are already
used on CSAH 101 and the 1011212 bridge. Cor-Ten steel is a product that surface rusts to a certain
extent, resulting in a permanently sealed surface. Scott County staff has pointed out that this style
of light pole does result in significant concrete staining (see attached picture). An alternative would
be to use the type of painted light pole used on the TH 169/CSAH 79 pedestrian bridge. On the
existing bridge, the poles are painted green. This color could be used, or perhaps a brown that ties
into the color of the existing Cor-Ten poles, as well as the Huber Park monument structures. The
painted surface would not result in the type of staining depicted on the attachment.
Wing Wall Message:
Two of the wing walls (one on the north side of the bridge visible to west bound traffic, and one on
the south side visible to traffic heading east) are to have messages. On the attached drawing one
option is depicted. Other options might include;
. WELCOME TO SHAKOPEE (north side)
. THANK YOU FOR VISITING SHAKOPEE (south side)
. CITY OF SHAKOPEE (BOTH SIDES)
. SHAKOPEE, MINNESOTA
H:\CC\2007\09-18\CSAH 101 enhancements 09132007.doc 1
Any of the options could include or not include the City logo. Staff would suggest that the font be
the same as that found on the Huber Park entrance monuments for continuity.
STAFF RECOMMENDATION:
Staff recommends amending the light pole choice to use a painted pole similar to that used on the
CSAH 79 pedestrian bridge, but does not have a specific color recommendation. The wing wall
message is a fairly subjective choice, but staff would suggest that what is depicted on the existing
drawing is a) useable on both wing walls, and b) ties in well to the Downtown monument found at
Sommerville and CSAH 101.
VISIONING RELATIONSHIP:
The bridge project and enhancements, by improving transportation infrastructure and the aesthetics
of this entry into the older developed core of the City relates to Goal B, High Quality of life.
ACTION REQUESTED:
Offer and pass a motion giving City and County staff direction regarding a) revised choice in
lighting for the CSAH 101 bridge, and b) message(s) to be added to the wing walls on the north and
south sides of the bridge.
d~
R. Michael Leek
Community Development Director
H:\CC\2007\09-18\CSAH 101 enhancements 09132007.doc 2
BILL OF REINFORCEMENT FOR EAST ABUTMENT SUMMARY OF QUANTITIES
BAR NO. LENCiTH SHAPE: LOCATION 1'-0" FOR EAST ABUTMENT
3S "7~-9" STRUCTURAL CONCRETE l1A-43J CU. YD. 120
81901 FOOTING. LONe. TOP &. BOT. 2'-B" STRUCTURAol CONCRETE t3Y43) cu. YD. 102
BI902 IB 20'-2" WING rOOTING. LONG. TOP" BOT. ~ REINrORCEMENT BARS PQLND 6930
8J903 I. 22'.0" WiNG rOOTING. LONG. TOP" BOT. I 2'~O" REtNFORCEMtHl BARS 'EPOXY eDATtD) POUNO .535
81904 18Z T'-~' rOOTlNtl, TRANS. TOl' . 80T. 2'-J" 83 SlEEL H-PllING DELIvERED 12" LIt/. n. 1"00
81905 .. 8'..J" WiNG fOOTING. TRANS. TOP & BOT. ~~~/ SlEEL H-PILlNG DRIVEN J2" LIN.rT. 1400
816061: IBI 6'-T" --J rOOTING. r F.. BF. DOWELS 3'-S" STEE:'L H..TEST PIL.E 6.0 fT.lOIIIG 12" EACH 2
BISOTE 4S 5'-6" --J wING rOOTING. r.r. OOWELS ~ ~6W PILE TIP PROTECTlON 12" EACH 30
8220BE 35 6'-10" --J .ING rOOTING, B,r. DowELS 5'-9" BISOSE PREBORING lEARTH) tIN.n. 90
12 ARCHITECTURAL SURFACE FINISH (~UL. TI COlOfU SQ. fT. 405
BI609E 8. S'-6" = ABUTMENT TIES 4'..8" Bl60lt tl tl ~I tl n w ARCH(lEcrURAl CONe. TEXTURE (BRICK) SD.n. 405
BI6101: 8B 7'-7" = ABUTMENT TIES .. RANDOM RJPRAP CLASS nr cu. YO. 280
.ISIIE 12 30'-81'1 ABUTMENT HORIZ. e.r. 5'..8" B2208E GRANULAR FU. lER Cu. Va. 140
81612E. 8 SO'-Oll --/ l.SUTMENT HORIZ.r.f. It. TOP 0 '-Pl Y JOINT WA TE'RPROOnNG L1N. n. 92
Blsm B 50'-011 --/ ABUTMENT HORIZ. f.f. & TOP
BI314E 45 5'-0. = PEDESTAL TIES BI606E.BI607E.B2208E ~
BI315E 3S 5'-8" = PEats T AI. TIES BI609(. B1610E. B13101E CD DOES NOT INCWDE TEST PILES.
816161: 12 19'-2' N.E." S.E. W.W. HORrl. r.F. BI31SE a. B1329E o TO BE INCLUDED IN PRICE BID rOR OTHER ITEMS.
BISIYE 2_ 19'-1" N.E." 5.E.. w.w. HORI2. E.r.
BI61BE 10 IT'-IO" N.E.. 5.E. W.W. VERT. r.r. ;]IZ 'tL
B2219E 6 IT'-ID" N,E," SoE. W... VERT. BF. :L
BI6l!OC 36 11'''2- N.E." S.E. W.W. VERT. r.F.
B2221E 5 11'...... N,E." S.E. W.'. VERT. BF.
B16221: 6 11'-"''' N.E," SoE. .... VERT. r.r. Wsy."
82223E 3A IT'-2' NL.. 5.E.....VERT.8F. W W
81S24E 7 S'-5" r- N.E. w.W. HQRI2. TIE EAST ABUTMENT
81625E 14 ~'-3. " N.E." S.E. w.w. HORIZ. TIE COMPUTED PILE LOAD . TONS/PlI.E
B16261: 12 8'-10" --C> N,E." S.E. W... TIE r ACTOREO DEAD LOAD . 79.1
BI327E 3B 9'-5' D N,E.' S.E. '.W. TIE .a1iUL .wwt. m.2m. EARTH PRESSURE
81S28E T ""-11" " S,E. '.W. HORIZ. TIE r ACTOREO LIvE lOAD 14.9
81329E 32 ~'-O" = wlNGWAlL flES
~ *' r ACTORED DESIGN lOAD 9....0
I' 2'-2" I '* 8A'SEO ON S TRENCTK I lOAD COMBINATION.
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NOTESI [D EAST ABUTMENT
F.r.DEIIOTES FRONT rACE. RtOUIRtD NOIIINlL PILE BEARING
B.r.IlENO'ES BM:~ rACE. I 2'-6" ,G> W RESISTANCE Rn " TONS/PILE
E.r. DENOTES EACH rAC.. nELD CONTROL M.THOD I 0 dyn I !if Rn
POA I 0.6 I 156,7
""'DOT I 0.4 I 235.0
mm. .w..mE.. ~ !if Rn . !FACTORED llESIGN LOADlI 0 dyn
GENERAL PILE NOTES
2 STEEL H-TEST PILES 60 n. LONG
211 STEEL H-PILES EST. LENGTH 50 rT.
30 STEEL H.PllES REC'O fOR EAST ABUT.
PILE SPACING SHO'N IS AT BOTTOM OF FOOTING.
PILES MARKED THUS H- TO Ill: BATTERED 3' f'[R
I;> rOOT IN DIRECTION SHOWN.
;. ARCHITECTURAL CONCRETE AlL PILES TO BE. HP-12 x 53
- '/ tEXTURE <BRICK)
rOR PILE SPLICE OETAILS SEE DETAIL B202,
ip .. :..I HISTORIC
... SHAKOPEE
~ I SMOOTH
I 2'-8" 10'-0" 2'.B" I
MONUMENT ELEVATION ~ :~T~~fE:: ANDfRt.IK & ASSOCIATES TITLE. EAST ABUTMENT DETAILS
r CERTlFIEG BV. 1\]1 Englne'l'1I 1 ~hs~tf DES, TRS I OR~ PHIl APPROVED: I BRIDGE NO.
St., POlll. MinnnoUl CHKI MDJ I CHKI TRS
L1tfHSEDl'IlOfE$IDtfIlLt:I<<iIIEE1l DATE SHEET NO. 17 OF 36 SHEE T S I 70542
NAMEI TOOO R. SlEVE.NS lIC. NO.: 2J312 S.A.P. 70-701-03
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