HomeMy WebLinkAboutRC September 17, 1990
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CITY of ANDOVER
ROAD COMMITTEE MEETING
September 17, 1990
5:30 P.M.
1. MSA street Construction for 1991
- University Avenue north and south of 157th Avenue N.W.
- Alignment of 165th Avenue to 161st Avenue
2 .
- CSAH 20/157th Avenue and CSAH 9
Joint Powers Agreement Signals.
installation and ongoing costs.
(Round Lake Boulevard)
Permanent electrical
3. - CSAH 7 (7th Avenue) and Co. Road 116 Joint Powers Agreement
Signals. Temporary electrical installation and ongoing
costs.
-l35th Lane/Roosevelt and CSAH 9 (Round Lake Boulevard).
Temporary electrical installation and ongoing costs.
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CITY OF ANDOVER
ROAD COMMITTEE
September 17, 1990
AGENDA ITEM
DATE
ORIGINATING DEPARTMENT
,of.;
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1. MSA Street
Construction for
1QQ1
Engineering
~
BY: 'T'nnn ,1 H"""u::
The Road Committee is requested to review the alignment of 165th
Avenue/161st Avenue. Four (4) alternte alignments are available.
Preliminary cost estimates for Alternates 1 - 3 have been prepared
by Bonestroo and Associates. See attached letter dated September
11, 1990.
The Road Committee is also requested to discuss the construction
of University Avenue north and south of 157th Avenue.
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'3EP-12-90
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BOHESTf\:OO
JLJA Bonestroo
fII IlI!I Rosene
'I\lI Anderllk &
1 \J 1 Associates
EngIneers & Architects
Otto G. Sont.nl'OO. P.t.
~1X1't W Rot('ne. P'.E
)e,.ph C. Md.~lk. PF
M3rvln l, SQI'Y,1IJ, P.l!
R;,"~rd E TumM1, IJE
;.,mr1 C Olio", p~l ~
Glt'n" R Cook. P.l "
Them.. ~ N"l"~ PF
F:gbt'rt O. SChunlc"I, PE
Suun M Eborltrl. C P ^ .
September 11, 1990
City of Andover I
1685 Crosstown Blvd. NV
Anoka, MN 55304 1
Attn: Mr. James Schrantz
Rei File No. 17147
16lst/165th
Round Lake Blvd. to Valley Drive
Dear Jim,
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JCeItP, A GO~l,m. PE.
fo'"r1,ll'dW I'oster. '.E.
C'nn.lh:1 C aurg;Jrdt~ P.E,
Jr-rry A e'IVfO'On.p.e.
"'\.\Irk A.. .Mn~1'I, PE
1<"d (. 111!~1. f'E.
MI(I"I.el r A.lUfm.JM. F,E.
Irclbl"/1 a I>ftttl"rl~, P.E
O.wld 0 L".'<Ot;I. P!.
thOfnD' W P'e~110n. P.E.
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ASSOCIATES
P..02
Jo1m('I,tM,',md,I'e
~nnC'th Po Ancler,on, PP.
M'rl<~. ROil, Pi.
"OOon C. RVll'k. At...
ThOrno1S F. I\n91,,/1. P'E
~OW~rd A. s..,,,rOrd. p~
Oanrtl J. [C1g~n:on, pe
M3.k.... So"" PI
Phnlp J C'lWeIL PE
Ismltl M.rttn~.l!, P!i.
MJrkO \l.l.:ltul, PC'
ThOr".I~ Ii' AnI1~''tCn. A I ^
C.1i')' r Ryt,tn<1l"r. ~f
Milt". B JM)~f1.,.E
l Ptll111p GroM"IIII. PE
RI""t (' PIUlnJrt. A J A
~Jllt"oM 1hr'loJ. ~ICfl
Jmy rJ Ptl'tl\c;h. Il' &
c:.l~ 1111'1 Oll"'~' ,~
C"int"\ A. Etk'll;l()(1
Lc"oM P')Wl!'I\Il)"
lof.nl.",M Or-,on
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We have developed preliminary cost estimates for constructing a collection
roadway between Round Lake Boulevard and Valley Drive. Th~ee alignments for
the collector road~ay were reviewed. A~ternate I provides a diagonal link
from the inte~aection of Round Lake Boule~ard and 161st Avenue Northwest to
the intersection of Valley Drive and 165th Avenue Northweet. Alternatae II
provides a diagonal link from the :intersection of Tulip Street and lSlet
Avenue Northwest to the intersection of Valley Drive and 165th Avenue
Northwest. Alternate III provides fbr the construction of 16Sth Avenue
Northweet from Round Lake Boulevard to Valley Orive.
I
1he following is a summary of the preliminary cost estimates:
ALTERNATE I - I6lst Avenue &. Round Lake Blvd. to Valley Orive &. 165th
Avenue.
PART I - Urban - Round Lake Blvd. to Tulip St. $ 251,000
PART I . Rural - Tulip St. to Val'ley Drive 418.480
TOTAL ...... ..... $ 669,480
ALTERNATE II . 161st Avenue A Tulip, Street to Valley Drive
PART I w Urban - Tulip Street '
PART II - Rural - Tulip st. to V~lley Drive
TOTAL ..... t t . . . I
& l65th Avenue.
S 13g,700
364.300
$ 498,000
ALTERNATE III - 165th - Round Lake B~vd. to Valley Drive.
PART I - Urban. Round Lake Blvd. to Tulip St.
PART II - Rural - Tulip St. to Valley Drive
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TOTAL ...........
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$ 229.000
777.640
$1,006,640
3EP-12-90 HED
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ASSOCIATES
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Alternate I provides the most direct route and would be the most desirablD
alignment for a collection street. . The City would need to work with the
property owners to determine a roa~way location that ,would fit future
development plans. The segment west of Tulip Street would require organic
material removal to! construct the,; roadway. The organic matel:'lals were
estimated at 6 feet for purposes of determining proj ect cost. SoH borings
would be necessary to get a more accurate cost estimate.
Alternate II would have a eignificant impact on the farmstead at l6lst Avenue
and Tulip Street. This alte_.late wC'.uld provide an adequate collection route
at the most economical cost. The organic materials were again estimated at 6
feet for purposes of determining project cost.
Alternate III is the 165th Avenue &1'ignment reviewed several years ago. The
street would be the most costly of the(,tl1ree alternatives. The project cost
could be reduced by $350,000 if the rOhd~a1 waD floated across the marsh. The
maintenance of the segment would be increased substantially as there could be
significant settlement over a period! of years. Anoka County used this
construction technique; on Hanson Boulevard north of C.S.A.H. 20.
Please contact this office if you have ,ny questions,
Yours very truly,
~ ' BONtSTROO, ROSENE, ANDERLIK & ASSOCIATJS, INC.
4~;e~
Glenn R.. Cook
GROll!
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LTRl7147
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7:43 BONESTROO & ASSOCIATES
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ALTERNATE I
PART I ~ URBAN SECTION - ROUND LAKE BOULEVARD TO TULIP STREET
/
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2,000 CU.yd9. Muck excavation @ $3.oo/cu.yd.
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22,000 Cu.yds. Common excavation @$2.00/cu.yd.
4,500 ton Cla9s S Aggregate bas~ @ $6.00/ton
950 Ton. 2331 Bituminous base ~ $13.00/ton
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950 Ten 2341 Bituminou9 surfa~ing @ $14.00/ton
105 Ton 6C-1 Bituminous materis1 for mixture @ $160.00/ton
,
6,600 Lin.ft. B61S concrete curb & gutter @ $S.50/1in,ft.
:~ 70 Lin.ft. 36" RCP culvert @ $50.00/lin.ft.
140 Lin.ft. 24" RCP culvert @ $40.00/lin.ft.
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2 Each 36" RCP Aprons @ $1.000.00/ea.
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4 Each 2411 RCP Aprons @ $600.00/ea.
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LUMP SUM Clear & grub trees @ $1'O,OOO.00/L.S.
,
3 Acres
Seeding w!topaoil & m~lch @ $4,OOO.00/Ac.
5% Contingency
Total Construction
25% Legal, Engineering & Administration
TOTAL PROJECT COST
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$ 6,000
44,000
27,000
12,350
13,300
i6iSOO
36,300
3,500
5,600
2,000
2,400
10,000
12,000
$191,250
9.550
$200,aOO
50,200
$251,000
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SEP-12-90 ~.~ED
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ALTERNATE I
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7:44 BO~ESTROO & ASSOCIATES
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PART II - RURAL SECTION - TULIP StREET ~O VALLEY DRIVE
25,000 Cu.yda. Muck Excavation @ $3.00/cu.yd.
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5,700 Cu.yds. Common excavation @ $2.bo/cu.yd.
25,000 Cu.ydn. Common borrow @ $s.OO/c~.yd.
4,600 Ton
620 Ton
620 Ton
Aggregate base Class 5 @ $6.00/ton
233lB!tuminoU8 binder @ $13.00/ton
2341 Bituminous wear @ ($14.00/ton
70 Ton AO-l B!turninou.. lllater~:al for mixture @ $160. oO/ton
160 Lin.ft. 36" Rep culvert @ $SO.OO/lin.ft.
.~ 160 Lin.ft. 24" RCP culvert @ $40.:00/lin.ft.
4 Each
4 Each
LUMP SUM
4 Acres
950 Ton
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LTRl7147
36" RCP apron@ $l,OOO.OO/ea.
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241 RCP apron @ $600.00/ea.
Clear & grub trees @ $7,500.00/L.8.
Seeding w/topsoil & mu~ch @ $4,OOO.00/Ac.
Aggregate base for shoulders @ $8.00/ton
5% Contingency
Total Construction
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25% Legal, Enginearing:<< Administration
TOTAL PROJECT COST
. 'If. ...........,.... ....,.. .....
TOTAL 'ALTERNATE
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P...05
$ 75,000
11.400
125,000
27,600
9,060
8,690
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11,200
8,000
6,400
4,000
2,400
7,500
16,000
7.600
$318,840
15.940
$334,780
83.700
$418,480
$659,500
SEP-12'-90 WED
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7:44 BONEST~OO & ASSOCIATES
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ALTERNATE II
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PA~T I - URBAN SECTION - 1615T AVENUE TO 163RD AVENU~
4,200 CU.ydB. Muck excavation @ $3.0~/CU.yd.
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.7,500 Cu.yds. Common excavation @$2.00/cu.yd.
2,100 Too
Class 5 Aggreg,..te basil @ $6.00/ton
2331 Bituminous base @ $13.00/ton
j
2331 ~ituminous wear @ $14.00/ton
450 Ton
450 Ton
,
50 Ton AC-1 Bituminous material for wear @ $l60.00/ton
3.000 Lin.ft. B618 concrete curb & gutter @ $5.S0/1in.ft.
~~ 70 Lin.ft. 36" RCP culvert @ SSO.OO/lin.ft.
70 Lin.ft. 24" RCP culvert @ $40.00/lin.ft.
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2 Each 36" RCP Aprons @ $l,OOO.OO/ea.
2 Each 24" RCP Aprons ~ $600.~O/ea.
LUMP SUM
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Clear & grub trees @ ~7,SOO.00/L.S.
I,
Seeding w/topsoil & muich @ $4,OOO.00jAc.
2 Acres
5% Contingency
Total Construction
25% Legal, Engineering ',& Administration
TOTAL I PROJECT COST.. 0'...........................
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3.
LTR17147
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P.06
$ 12,600
15,000
12,600
S,850
6.300
S,01).O.
16,500
3,500
2,600
2,000
1,200
7.500
B.OOO
$101,B50
5.100
$106.950
26,750
$133,700
iSEP-i::'1:-90 WED
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ALTERNATE II
7:45 BONEST~OO & ASSOCIATES
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PART II - RURAL SECTION - 163RD - TULIP STREET TO VALLEY DRIVE
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LTRl7147
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Muck Excavatiou @ $3.QO!cu.yd.
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Common excavation @ $2.00/cu.yd.
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Common borrow @ $5.00)cu.yd.
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Aggregate base Class 5 @ $6.00/ton
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2331 Bituminous binder @ $13.00!ton
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2341 Bituminous wear @ $14.00/ton
AC-l Bitumi.nous mated,1ll for mixturo @ $160.00/ton
36h ~CP culvert @ $SO.OO/lin.ft.
24" RCP culvert @ $40.00/1i.n.ft.
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35" RCP apron @ $l,OOO.OO/ea.
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24" Rep apron @ $ooO.OOlea.
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Clear & grub trees @ $7,SOO.OO/L.S.
Seeding w/topsoil & mulch @ $4.000.00/Ac.
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Aggregate base for shoulders @ Sa.OO/ton
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5% Codtingency
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Total Construction
25% Legal, Engineering & Administration
TOTAL PROJECT COST
. . . ~ . , . . . . . . . . . . . . . . . . . . ... . . . .
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TOTAL ALTERNATE It
. . /1.. . . . . . . . . . . . . . . . . . . . . . . . . . .
4.
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P.07
$ 50,000
11.000
100,000
27,000
7,930
8,540
11,20'0
8,000
6,400
4.000
2.400
7,SOO
16.000
7.600
$277.570
13.880
$291,450
72.85Q.
$364,300
$498,000
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7:45 BONES~ROO & ASSOCIATES
ALTERNA'!! III
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PART I - URBAN SECTION - 16STH - ROUND ,LAKE BLVD. TO TULIP ST.
2,000 Cu.yds. Muck excavation @ $3.00/cu.yd.
24,000 Cu.yds.
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Common excavation @ $2:00/cu.yd.
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Class S Aggregate baB~,@ $S.SO/ton
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3,300 Ton
4,800 Lin.ft. E61S Concrete curb 7 gutter @$5.S0/1in.ft.
700 Ton
2331 Bituminous binder.course @ $13.00/ton
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2331 Bituminous wear qourse @ $14.00/ton
ACw1 Bituminous material for wear @ $l6D.OO/ton
700 Ton
75 Ton
140 Lin.ft. 36" Rep culvert @ $SO,OO/1in.ft.
140 Lin.ft. 24" Rep culvert: @ $40.,00/lin.ft.
4 Each 36" RCP Aprons @ $l,009.00/ea.
4 Each 24" ReF Aprons @ $GOO.~O/ea.
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LUMP SUM Clear tc grub trees @ ho,ooo.OO/L.s.
4 Acres Seeding w/topsoil & mulch @ $4,OOO.00/Ac.
5% Contingency
,
Total Construction
, .
Crl,
25% Legal, Engineering & Administration
TOTAL PROJECT COST
, , . , . . . . " . " " , . . . , . . . , . . " . " . " . "
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LTRl7147
P.08
$ 6,000
48,000
18,150
26,400
9,100
9;1300
12,000
7,000
5,600
4,000
2,400.
10,000
16.000
$174,450
8.750
$183,200
45,600
$229,000
'> E p'- 1:2'- '9 121 "'J E D
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ALTERNATE III
7:46 BONESTROO & ASSOCIATES
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PART II " 165TH M TULIP ST. TO VALLEY DRIVE
5,000 Cu.yds. Common excavatir 1 @ $2.,00/cu.yd.
60,000 Cu.yds. Muck excavation @1$3.00/cu.yd.
,
60,000 Cu.yds. Common borrow @$5.00/cu.yd,
4,200 Ton
900 Ton
570 Ton
570 Ton
6S Ton
, j
Class 5 Aggregate base @ $6.00/ton
,
'I
Aggregate baBe for shoulders @ Sa.OO/ton
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2~41 Bituminous binder @ Sl~.OO/ton
2341 Bituminous wear @.' $14.00/ton
AC-l Bituminous material for wear @ $160.00/ton
160 Lin.ft. 36" RCP cUlvert @ $50.~0/lin.ft.
160 tin. ft:..
4 Each
4 Each
LUMP SUM
4 Ac.es
LTRl7147
24M MP culvert
36" adp A~rons @
.I
@ $40.00/Hn.ft.
I
$1,OOO.00/ea.
"
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24" RCP Aprons @ S600.0?/ea.
Clear t. grub trees@ $7,SOO.OO/L.S.
,
Seeding w/topsoil & mulch @ $4,OOO.00/Ac.
5% Contingency
.
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~, ,;
Total Construction
25% Legal, Engineering;& Administration
TOTAL PROJECT COST
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TOTAL ALTERNATE III
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P_I2I'9
$ 10,000
180,000
300,000
25,200
7,200
7,410
7,9ao,
"
10,400
a,ooo
6,400
4,000
2,400
7,500
16,000
$592,490
29.620
$622,110
155.530
$777,640
$1,006,640
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CITY OF ANDOVER
ROAD COMMITTEE .
September 18, 1990
DATE
AGENDA ITEM
ORIGINATING DEPARTMENT
2. Recommend Joint
Powers Agreement/Traffi
Engineering
~*'
The Road Committee is requested to review and recommend approval
of the Joint Powers Agreement to the City Council for a traffic
control signal at CSAH #9 (Round Lake Boulevard) and CSAH #20
(157th Avenue), and the resolution approving the expenditures of
the Municipal State System onto the County State Aid Highway
System within the City of Andover.
The total estimated city participation in the cost of the signal
is $43,200. MSA funds would be used to pay for the signals.
A copy of the agreement is in the City Council packet.
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DATE
CITY OF ANDOVER
ROAD COMMITTEE
. .
September 17, 1990
AGENDA ITEM
ORIGINATING DEPARTMENT
3. Approve Joint Powers
Agreement/Traffic
!':; ~""" "" 1('; tu n-F " .'.'
Engineering
~
BY:
'T'n..'!..'!:1 ft",,,,,,,
The Road Committee is requested to review and recommend approval
of the Joint Powers Agreement with the City of Anoka to the City
Council for installation of electric facilities and the ongoing
energy and maintenance cost for the following locations for
signals:
1. Round Lake Boulevard (CSAH 9)
and 135th Avenue/Roosevelt Street NW
2. CSAH 7 and County Road 116
Both intersections for the present time will have temporary
signals.
The cities of Andover and Anoka will share the cost equally for
providing electric service and maintenance of the electrical
service. Electric energy cost - Andover will pay for the cost of
electricity at 135th and Round Lake Boulevard and Anoka will pay
the electrical energy cost for CSAH 7 & CR 116.
A copy of the agreement is in the City Council packet.
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CITY of ANDOVER
ROAD COMMITTEE MEETING
September 17, 1990
5:30 P.M.
1. MSA Street Construction for 1991
- University Avenue north and south of 157th Avenue N.W.
(7 r.7uv\~
- Alignment of 165th Avenue to 161st Avenue tl~
Rjl.-tJ
2.
- CSAH 20/157th Avenue and CSAH 9 (Round Lake Boulevard)
Joint Powers Agreement Signals. Permanent electrical
installation and ongoing costs.
3.
- CSAH 7 (7th Avenue) and Co. Road 116 Joint Powers Agreement
Signals. Temporary electrical installation and ongoing
costs.
-l35th Lane/Roosevelt and CSAH 9 (Round Lake Boulevard).
Temporary electrical installation and ongoing costs.
(2 1/~ J~
. T~ P-r ~j~ce F/:~7J 4-, ~~
r't ) - k 151 ~ ,411 (?-0
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CITY OF ANDOVER
ROAD COMMITTEE .
September 17, 1990
AGENDA ITEM
DATE
ORIGINATING DEPARTMENT
~. ":."!
...:..
Engineering
~
1. MSA Street
Construction for
1 qq1
BY: 'l'nnn ,1 u"""
The Road Committee is requested to review the alignment of 165th
Avenue/161st Avenue. Four (4) alternte alignments are available.
Preliminary cost estimates for Alternates 1 - 3 have been prepared
by Bonestroo and Associates. See attached letter dated September
11, 1990.
The Road Committee is also requested to discuss the construction
of University Avenue north and south of 157th Avenue.
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... .._......... .. ."_ - .._ ,. ...... '-0 ._.. .'_ ,"._____ _ -...;-..-.. -...__"._.
SEP-12-90 WED
7:42 BONEST~OO & ASSOCIATES
P.02
u
,'-,
,.J
,)
J[lA Bonestroo'
III 1M Rosene
~ Anderffk &
1 \J 1 Associates
Otto C. DOl'ltnt'Oo. '.r
~b<~ W Ro,."t. ~E
JO't~n c. ..."".~It. PF
M3Mn L_ Sol"v.1IJ. P.'
Iti(NI"d f l\.rmm.'~
J.mr1 C OflOr1. ,,1 ."
G~"" If Coot. P.l ~
ThcmJlC f N~", "
Robert 0 l<,,",,~"t. Pf
Sllun M EtI",,,,. C P ^ .
I
EngIneers & Architects
September 11, 1990
City of Andover I
1685 Crosstown Blvd. NY
Anoka, HN 55304 i
Attn: Mr. James Schrantz
ReI File No. 17147
161st/16Sth
Round Lake Blvd. to Valley Drive
Dear J Un,
keN' A Go~\H"Io "I.
,l{ICn.lI'd VI 'oster, 1'.(.
[>on.lld C 8uro~rdt: P.E.
J<If'f'" .....on. ~E.
Mtr1l 1\. ttJnton. PE
l<'d K. ,..H Pi.
MICt'lft' r l.t1.l'ftn.lM, P.E.
"<lbo'. R """<nt. P.E
O.wltt 0 ll'IWU. 'e.
'!'\OmI\ w ~~l1on. PoE.
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Jo1/'nC'S ,.. tvr.'.Jnl\,.e:
~nn~(h " Mt1,mon. '1:
M~'" ~. ~od, 'E.
llQetn C. RUll'l. ^ I.^
ThOrN, f. ""'IuL PE
How.1d ^. loWOrd. '1
can~1 J [.goncn. .e
M.rk A. Sotp, '!
PI\lI1P J CllwrlL P E
1\moI" M.rtIn~,. It!,
Marl< 0 w..rnl PE
rhOl'"~~ R ArwsC'I'C1'\ A I ^
Ca')' r RY,no$M'. PF
Mflt"\8 JM)l'f1.'!
l "Mllp Gr....... 1/1. PE
Rr-t'Jt' C Prufft.M'l. AlA
^JI'lt\ M Rln.J. AI'I'
ktry rJ PtI't.nc;I1. P&
e""lltr, UhvtO' ,~
Ch4rlt'\ .... Etlrllson
t.rg M '.hWl~)'
H.IfI.."M 01\011
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.............,.
............
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We have developed preliminary cost estimates for constructing a collection
roadway between Round Lake Boulevard and Valley Drive. Three alignments for
the collector roadway were reviewed. A~ternate I provides a diagonal link
from the intersection of Round Lake Boulevard and 161st Avenue Northwest to
the intersection of Valley Drive and 165th Avenue Northwest. A1ternatae II
provides a diagonal link from the :intersection of Tulip Street and 161st
Avenue Northwest to the intersection of Valley Drive and 165th Avenue
Northwest. Alternate III provides fbr the construction of 165th Avenue
Northwest from Round Lake Boulevard to Valley brive.
I
The following is a summary of the preliminary cost estimates:
ALTERNATE I - 16lst Avenue & Round Lake Blv-d. to Valley Itrive r. 165th
Avenue.
PART I - Urban - Round Lake Blvd. to Tulip St. $ 251,000
PART I - Rural - Tulip St. to Val'ley Drive 418.480
TOTAL . . . . . . . . . . . $ 669.480
.
ALTERNATE II . 161st Avenue A Tulip. Street to Valley Drive
PART I Urban Tulip Street . .
PART II - Rural - Tulip St. to V~lley Orive
TOTAL ...........
& 16Sth Avenue.
S 133,700
364.300
$ 498.000
ALTERNATE III. 16Sth . Round Lake B~vd. to Valley Drive.
PART I Urban Round Lake Blvd. to Tulip St.
PART II - Rural. Tulip St. to Valley Drive
j
TOTAL ...........
LTR17147
Page :'1. .
,.
$ 229.000
117.640
$1,006.640
::EP-12-90 ~.JED
7:43
BOHESTROO
~
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ASSOCIATES
P.03
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Alternate I provides the most direct route and qould be the most desirable
alignment for a collection street. . The City would need to work with the
property owners to determine a roaaway location that ,would fit future
development plans. The segment west of Tulip Street would require organic
material removal to! COnstruct the,; roadway. The organic materials were
estimated at 6 feet for purposes of determining project cost. Soil borings
would be necessary to get a more accurate cost estimate.
,
Alternate II would have a significant 1mpact on the farmstead at 161st Avenue
and Tulip Street. This alte_~ate w~uld provide an adequate collection route
at the most economical coat. The organic materials were again estimated. at 6
feet for purposes of determining project cost.
Alternate III is the 163th Avenue tngnment reviewed several years ago. The
street would be the moet costly of the\three alternatives. The project cost
could be reduced by $350,000 if the roadway was floated across the marsh. The
maintenance of the segment ~ould be increased substantially AS there could be
significant settlement over a period' of years. Anoka County used this
construction technique, on Banson Boulevard north of C.S.A.H. 20.
Please contact this office if you have !ny questions,
Yours very truly,
.............."
, BONESTROO, ROSENE, ANDERLIK & ASSOCIATJS, INC.
4~,eu
Glenn R. Cook
GRC lli
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Encl.
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LTRl7147
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Pa~e 2.
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SEP-12-90 l-~ED
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C)
ALTERNATE I
\
7:43 BONESTROO ~ ASSOCIATES
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PART I - URBAN SECTION - ROUND LAKE BOULEVARD TO TULIP STREET
f
,
2,000 Cu.yds. Muck excavation @ $3.00/cu.yd.
I
22.000 Cu.yds. Common excavation @$2.00/cu.yd.
4.500 Ton
950 Ton.
9S0 Ten
105 Ton
Class 5 Aggregate base' @ $6,OO/ton
2331 Bituminous base ~ $13.00/ton
I \
2341 Bituminous sUrfa~ing @ $14.00/ton
AC-l Bituminous materia! for mixture @ $160.00/ton
6,600 Lin.ft. B6la concrete curb & gutter @ $S.SO/lin.ft.
'-j 70 Lin.ft. 361 RCP culvert @ $SO.OO/lin.ft.
'./
140 tin.ft. 24" RCP culvert @ $40.00/lin.n.
2 Each
4 Each
LUMP SUM.
3 Acres
, 'J
,~
LTRl1147
,
36" Rep Aprons @ $l.aOO,ao/ea.
\
24" RCP Aprons @ $600.00/ea.
,
,
Clear & grub trees @ $i0,OOO.OO/L.S.
,
Seeding w/topsoil & m~lch @ $4.000.00jAc.
5% Contingency
Total Construction
25% Legal, Engineering & Administration
.
TOTAL PROJECT COST
.f
. . ,I, .. . . . . . . .. .. , . . . . . .. . . . . . . . .. . .
1.
,
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P.04
$ 6,000
44,000
27,000
12,350
13,300
16 j 80,0
36,300
3,500
5,600
2,000
2,400
10,000
12.000
$191,250
9.550
$200.800
50,200
$251,000
SEP-12-90 l-JED
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ALTERNATE I
7:44 BO~ESTROO & ASSOCIATES
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PAaT II - RURAL SECTION - TULIP STREET ~O VALLEY naIVE
25,000 Cu.yds. Muck Excavation @ $~.OO/cu.yd.
I
5,700 Cu.yds. Common excavation @ $2.bo/cu.yd.
25,000 Cu.y~s. Common borrow @ $5.00/c~.yd.
4,600 Ton
620 Ton
620 Ton
Aggregate base Class 5 @ $6.00/ton
2331 Bituminous binder @ $13.00/ton
2~41 BUuminous wear @ '$l4.00/ton
70 Ton AC-1 Bituminou_ mated.a1 for mixture @ $160. OO/ton
,
160 Lin.ft. 36" lCP culvert @ $50.oo/lin.ft.
'. ) 160 Lin.ft. 24" RCP culvert @ $40':OO/lin.ft.
4 Each
4 Each
LUMP SUM
4 Acres
950 Ton
~
J
L'IRl7147
36" RCP apron @ $l,OOO.oo/ea.
I
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24ft RCP apron @ $600.00/ea.
Clear & grub trees @ $7,SOO.OO/L.S.
Seeding w/topsoil & mu~ch @ $4,OOO.00/Ac.
Aggregate base for shoulders @ $a.O~/ton
5% Contingency
Total Construction
. ,
I
25% Legal, Engineering.' & Administration
TOTAL PROJECT COST
.... ..............1....... .....
,
,
. T .
TOTAL ALTERNA E II . . . . . . . . . . . . . . . . . . . . . . . . . . 4. . . . .
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2~
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P.05
$ 75,000
11.400
125,000
27,600
8,oeO
8,680
"""
11,200
8,000
6,400
4,000
2,400
7,500
16.000
7.600
$318,840
15.940
$334,780
8~,700
$418,480
$659,500
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7:44 BONESTROO & ASSOCIATES
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SEP-12-90 WED
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ALTERNATE II
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PART I - URBAN SECTION - 161S1 AVENUE TO 163RD AVENUt
4,200 Cu.yd9~ Muck excavation @ $3.00fCU.yd.
ii'
.7,500 Cu'.yds. Common excavation @$2.00/cu.yd.
2,100T01\
C1aoo 5 Aggre~..te baSil @ $6. OO/ton
,
450 Ton
2331 Bitum'inouo base @ $13.00/ton
2331 ~ituminouo wear @ $14.00/ton
450 Ton
;
SO Ton AC.1 Bituminous material for wear @ $160.00/ton
3.000 tin.ft. B618 concrete curb << gutter @ $5.50/1in.ft.
~_~ 70 Lin.ft. 36" Rep culvert @ $SO.OO/lin.ft.
70 Lin.ft. ~4" RCP culvert @ $40.00/lin.ft.
, .
, )
2 Each 36" RCP AProns @ $l,OOO.OO/ea.
2 Each 24" RCP Aprons ~ $600.~0/ea.
LUMP SUM
I
'I
Clesr << grub trees @ $7,500.00/L.8.
. i.
Seeding w/topsoil << muich @ $4,OOO.00/Ac.
2 Acres
5% Contingency
Total Conetruction
25% Legal, Engineering ',& Administration
TOTAL i PROJECT COST .."...........................
I
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I
3.
LTRl7147
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P.06
$ 12,600
15,000
12,600
5,850
6.300
a.ooo.
16,500
3.500
2.800
2,000
1,200
7,500
8.000
$101,850
5.100
$106.950
26,750
$133,700
SEP-i::2-'S'0 WED
7:45 BONEST~OO & ASSOCIATES
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I,;
ALTERNATE II
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PARt II - RURAL SECTION - 163RD - TULIP STREET TO VALLEY DRIVE
.
20,000 . Cu.yda. Muck Eltcavatiol4 @ $3.00/cu.yd.
5,500 Cu.yda. \ .
Common excavation @ $2.00/cu.yd.
.
20,000 cu.yds. Common borrow @ $5.00)cu.yd.
i
4,500 Ton Agg~egate base Class 5 ~ $6.00/ton
I $13.00/ton
610 Ton 2331 Bituminous binder @
.
I
610 Ton 2341 Bituminous wear @ $14.00/ton
10 Ton AC-l Bituminous mated.1ll for mixture @ $160.00/ton
160 Lin.ft. 36" 1tCP culvert @ $SO.OO/lin.ft.
\ 160 Lin.ft. 24" RCP culvert @ $40.00/lin.ft.
J .
I
4 Each 36" RCP apron @ $l,OOO.OO/ea.
,
,
4 Each 24" RCP apron @ $600.00/ea.
\
LUMP SUM Clear & grub trees @ $7,SOO.OO/L.S.
4 Acres
. Seeding w/topsoil & mulch @ $4,OOO.00/Ac.
" .
,
Aggregate base for shoulders @ $S.OO/ton
I
950 Ton
,
5% corltingency
/.
'total Construction
25% Legal, Engineering << Administration
TOTAL PROjECT COST ...,..........................
I
.
.
TOTAL ALTERNATE It ..~...........................
')
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4.
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LTR17147
P.07
$ 60,000
11,000
100,000
21,000
1,930
'8.540
"
11,200'
8,000
6,400
4,000
2,400
1,SOO
16.000
7.600
$277,570
13.880
$291,450
72.850
$364,300
$498,000
, .
SEP-12-90 WED
-~
7:45 BONES~ROO & ASSOCIATES
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\.- .J
ALTERNATl!l III
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PART I - URBAN SECTION - 165T8 - ROUND ,LAKE BLVD. TO TULIP ST.
2,000 . Cu.yds. Muck excavation @ $3.00/cu.yd.
24.000 Cu.yds.
,
., .
Common excavation @ $2.00/cu.yd.
\
Class S Aggregate basd,@ $S.SO/ton
,
3,300 Ton
4,800 Lin.ft. B61B Concrete curb 7 gutter @$S.SO/lin.ft.
700 Ton
2331 Bituminous binder.course @ $13.00/ton
I .
2331 Bituminous wear qourse @ $14.00/ton
AC-l Bituminous material for wear @ $160.00/ton
700 Ton
75 Ton
140 Lin.ft. 36" RCP culvert @ $SO;OO/lin.ft.
140 Lin.ft. 24" RCP culvert @ $40'.,OO/lin.ft.
4 Each 36" RCP Aprons @ $l,OO?OO/ea.
4 Each
24" Rap Aprons @ $600.00/ea.
I
I. .
Clear & grub trees @ ~lo,ooo.OO/L.S.
Seeding w/topsoil & mulch @ $4,ooo.OO/Ac.
LUMP SUM
4 Acres
5% Con,tingency
Total Construction
,
~(, .
25% Legal, Engineering & Administration
TOTAL PROJECT COST
. . . .t . . . . . . . . . t . . . . . . . . . . . . . , . .
,.
I...
I,
LTR17147
~
'.'
P.08
$ 6,000
48,000
18,150
26,400
)
9,100
9 ;aoo
12,000
7,000
5,600
4,000
2.400.
10,000
16.000
$174,450
8.750
$183,200
45.800
$229,000
;;: E P - 12'- '9 0 I-J ED
,- '\
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/"-"
'~j
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/
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ALTERNATE III
7:46 BONESTROO & ASSOCIATES
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I
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PART II ~ 16STH ~ TULIP ST. TO VALLEY DRIVE
5,000 Cu.yds. COlllInon excavati(" 1 @ S2',PO/cu.yd.
60,000 Cu.yds. Muck excavation @1$3.00/cu.yd.
,
60,000 Cu.yds. Common borrow @$5.00/cu.yd.
4,200 Ton
900 Ton
570 Ton
570 Ton
65 Ton
160 Lin.ft.
160 Un.ft.
4 Each
4 Each
LUMP SUM
4 Acres
LTRl7147
i
Class 5 Aggregate base @ $6.00/ton
/
"
Aggregate baBe for shoulders @ Sa.OO/ton
I
2341 Bituminous binder @ $13.00/ton
2341 Bituminous wear @:$14.00/ton
AC-1 Bitwid.nous lllaterial for wear @ $160. OO/ton
36" RCP cUlvert @ $50.~0/lin.ft.
.'
24- RCP.culvert @ S40.00/Hn.ft.
36"
I
RCP A~rons
I
RCP Aprons
@ $600.09/ea.
@ $l,OOol.oo/ea.
t,
24"
Clear & grub trees J $1,500.00/L.S.
,
Seeding w/topaoil & mulch @ $4,OOO.00/Ac:.
S% Contingency
,.
~ ,;
Total Construction
25% Legal, Engineering;& Administration
TOTAL PROJECT COST
. . .. . . . . . . . . . . . . . . . . .. . . . . . . ,-. . .
,
TOTAL ALTERNATE III
,
I.
.. . .'. . . . . . . . . . . . . . . . . . . . . . . . .
6.
P.0'9
$ 10,000
180,000
300,000
25.200
7,200
7,410
7,9$0.,
',- '
10,400
a.ooo
6,400
4.000
2,400
7,500
16.000
$5g2.490
29.620
$622,110
155.530
$777.640
$1,006,640
r
1'0
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AGENOA ITEM
CITY OF ANDOVER
ROAD COMMITTEE ~
September 18, 1990
OATE
ORIGINATING OEPARTMENT
Engineering
2. Recommend Joint
P~wers Agreement/Traffi
BY:
~
The Road Committee is requested to review and recommend approval
of the Joint Powers Agreement to the City Council for a traffic
control signal at CSAH #9 (Round Lake Boulevard) and CSAH #20
(157th Avenue), and the resolution approving the expenditures of
the Municipal State System onto the County State Aid Highway
System within the City of Andover.
The total estimated city participation in the cost of the signal
is $43,200. MSA funds would be used to pay for the signals.
A copy of the agreement is in the City Council packet.
. . .__ _. n_ ....._~ '.. ._.. _.__ ...____ _ .._.._ . _._ _,.__"'_' .
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'/-)
1 '"
"~('*
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"'\
)
I"
CITY OF ANDOVER
ROAD COMMITTEE
September 17, 1990
DATE
AGENDA ITEM
ORIGINATING DEPARTMENT
3. Approve Joint Powers
Agreement/Traffic BY'.
"~~n."',,, (,..~+-.. ,,~ lI.n,,!..,,'
Engineering
~
."T
The Road Committee is requested to review and recommend approval
of the Joint Powers Agreement with the City of Anoka to the City
Council for installation of electric facilities and the ongoing
energy and maintenance cost for the following locations for
signals:
1. Round Lake Boulevard (CSAH 9)
and 135th Avenue/Roosevelt Street NW
2. CSAH 7 and County Road 116
Both intersections for the present time will have temporary
signals.
The cities of Andover and Anoka will share the cost equally for
providing electric service and maintenance of the electrical
service. Electric energy cost - Andover will pay for the cost of
electricity at 135th and Round Lake Boulevard and Anoka will pay
the electrical energy cost for CSAH 7 & CR 116.
A copy of the agreement is in the City Council packet.
. . ...--............ ..,. ...-.....
.. -..'....-. .. '. ..... _. ..- "-',-. -.. ._.. ,.-- "'-"---"- .. ...~ . _.~ -"--".'