HomeMy WebLinkAbout2002-13-12-09 CC Meeting Packet Enclosure f r
Oak Park Hei
FIL E
3
OPY
Re for Council Action
Meetin Date March 12, 2002
A Item Title Oak Park Stati — Phas I Time Re 5 minutes
A Placement Old B
Ori Department/ Reques , t or EnoJneerin M. Postler
Re Si
4D
Action Re App Plans Sp e . c i.fi c , a tions and Authorize Advertisement for Bids
Back (Please indicate an previous action, financial implications includin
bud information and recommendations).
At its December 11, 2001 meetin the Cit Council directed en to prepare plans,
specifications and cost estimates for the public improvements portion of Oak Park Station —
Phase 1. Attached are reduced draft plans of selected sheets and an en estimate for this
pro The estimated construction cost of these improvements is approximatel $119,650 with a
total estimated project cost of $143,600. All costs associated with these improvements are bein
funded b the developers (Jacob Holdin of Stillwater L.L.C., Conrad A. Shoemaker, Calvin J.
Brookman, and Ruth M. Brookman via a Developer's A
Plans and specifications were read to be presented to the Cit Council at their Januar 8, 2002
meetin however, the developer(s) had not y et executed the Development A or si
and recorded the final plat for this development at that time.
We are now askin the Cit Council to approve the plans & specifications and authorize the Cit
En to advertise the project for public bids. If authorized, we anticipate public advertisin
Z)
commencin March 15, 2002 with bids bein opened on April 3, 2002 and seekin Cit Council
approval of the lowest responsible bid at the April 9, 2002 meetin
In Prooress'Council Action Re Form revi- approve P & S 3-4-02.doc
OAK PARK STATION - PHASE I
Bonestroo Tile No. 55-01 -117
Rem [nits cit UIiit PI "1ce Total Price E t.nit Price FE Total Price.
Part I -
I ilklobi lizatioil LS 1 S2,000.00 52,000.00
? Trat't is control LS I S S S1,000-00 S 1.000.00
3 Temporary rock construction entrance TN 50 S S S18-00 5900.00
4 8" PVC Sanitary Sewer Pipe, SDR 35, 0' -8' LF 20 S S S13-00 5260.00
deep
S 8" P sanitary sever, SDR 35. T -10' deep LF 30 S S S15-00 5450.00
G 8" PVV sanitary sewer, SDR 35, 10' -I T LF 195 S S S16-00 53,120,00
deep
7 8" PVC sanitary sever, SDR 35, I2' -1 4' LF 490 S S S18-00 58,820.00
deep
8 4' diameter sanitary 1 101 - I. T deep, Mel R- Eel 3 S S S1,375.00 S "',125.00
10142 -B cstg &. FIDPE adj rings
9 C01IStFUCt MI-I over existin4 pipe EA 1 S S 52,000.00 52,000.00
10 4' diameter sanitary manhole ov erdepth LF 17.2 S S S100-00 S I.720.00
11 8" x 6" PVC wye, SDR 35 EA I S S S75.00 S 5.00
I? 8" PVC I)lu(7 E:l 1 S S 550.00 55001
13 Improved pfpe loundati011 LF 735 S S ______ S1.00 5 35.00
14 Closcct circuit `I'V 111spection LF 735 S S S I .UCH
15 Scedilic AC 0.5 S S S 1,500-00 S7
Total Part 1- Sanitary Server S26,7�0.00
Part 2- Water iV'lain
1.6 Remo e Ntuminous pavement SY 80 S S 52.20 S 1 "0.00
17 Restore bituminous road SY 8U S S S30.00 52.
18 8" x 1 2" wet tap EA 1 S S S 1,800.00 S I.500.00
19 8" DIP water main, Class 52 LF 420 S S 524.00 S 10, 0lx} 0.00
2 0 6" DIP water main, Class 52 LF 60 S S 527.00 S 1.370.00
21 6" mate valve and box Eel 3 S S S550.00 S 1.0513.00
� 7 I nstal l hydrant EA 3 S � S S L700.00 5. 1;i0 00
23 Ductile iron iittilles LB 1720 S S 52.00 S3.440.00
2s Seedi110 AC 0.1 S S S 1,500.00 S ± 50.00
Total fart 2- Water Mein S20.1 > U.i: =0
%100 1 O IdFc'.rm EJCDC 00410 -1 BID ; urn 1
.. ........ .. ... .....
.. . . .. .......
0 Item Units Q t y Unit Price Total Ili-ice EE Unit Price EE Total Price
.. .. . .. ... .......... ...... .......... ....... ...... .................. ..... ....... ... .... . ........... . .. .... . ......... ... .. ... .. .... . ......... ........ .. .... ..... ......... .
Part 3- Services
6" PVC. Sch. 40 service 1 )' LF 30 S S15.00 5450.00
I 1pe
2) 6 6" DIP water set-vice, Cl 52, common LF 40 S S12,00 5480M
trench
27 6" Gate Valve & Box LA I S 5550.00 5550.00
28 Ductile iron fittin LB 50 S -S 52.00 S 1003 00
Total Part 3- Services S1,580.00
Part 4- Storm Sewer
29 15" RCP storm sewer, Class 5, 0' -8' deep LF 130 S S 550-00 56,500.00
30 15" RCP flared end section, incl trash EA 4 S S S875.00 53,500,00
guard
31 Class III random r1prap, hand placed CY 24 S S S75.00 S1,800.0o
Sodding, lawn type SY 170 S S S4.50 5765.00
-Dotal Part Jr- Storm Sewcr S 2,565.00
Part 5- SLI-ec't 1111 I )I-Ovelliellts
33 Sub(yrade excavation Cy 150 S 55.00 5750.00
34 Common excavation - trail or sidewalk CY 50 S S 53.00 S150.00
Subarade preparation SY 1905 -S S S31 00 S5.7 I DA
Select g ranular borrow TN 435 S S 58.00 53,480.00
Aggregate base, Class 5 TN 970 S S S12.00 S 11,640.00
38 A base, Class 5 - trail TN 90 S $12-00 S1,080.00
39 Bituminous base course T 31 B TN 215 S S 536.00 57
40 BitumillOUS wear course, T 41 B (2003) TN 160 S S40.00 56,400.00
Molls Weal TN 545.00 S 1,800,00
131tum' - course, Type 4 1 A, 40 S S
Pathway
4 -) Preparation ofbItU1711111OLIS base I-S 1 S S S1,000.00 1") 1,000.00
1.3itummous material Jor tack coat GAL G5 S S S 1 .25 581.25
44 Saw and sea] transverse J oints In LF 195 S S 52.25 5438.75
bituminous wear course
45 Pedestrian curb ramp EA 4 S 'S 5200,00 5800.00
46 7 concrete drivewa pavement SY 100 S S S30.00 53,000-00
00410-2) BID FORIM
. ..... .. .......
No. Units Q t y Unit Price Total Price EE Unit Price EE Total Price
. . . . .......... . b .................................. .............,.,.,,...,........ ..... .... ...... .............. ... . ... ....... ......... ............. .......
47 B6 concrete cm and �2LIUCI- LF 450 S S S12-50 S5,625; -00
48 S10,11 panels, T C, high intensity SF 6.25 S S 525-00 S156.
49 T III barricade EA 2 S S $250.00 5500.00
50 Street Sweeper with pick up broom with HR 4 $ S $85-00 S340.00
Operator
51 Skidsteer (bobcat) with operator 1-1 4 S $ S75.00 S3
52 see(IMLY AC 0.25 S S 51,500.00 S-1 7
5 3 Silt IClWe. I-COU'1111- LF 300 S S S2,00 S60000
54 Soddin lawn t SY 150 S S4.50 S675
Total Part 5- Street Improvements S 5 2,6 4 6.2 5
Total Base 131d
Part I- Sanitar Sewer S26-7140M
1)w-t 2 - Water MaIll 6. 0
Part 3 - Services S Lf'so.,00
Part 4- Storm Sewer S 12.565-00
Part 5 - Street Improvements $ 5 2 .6 4 6 -2 5
Total Base Bid S 119,6 4 7 -215
20% s Eno-/Insp/Legal/Admin S2
11
Total Estimated Project Cost S143,600-00
B I D F R IN I
00410-3
N 10 0.4 10 9 1 d Form- EX DC I
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CrrY COU NCIL 2002
DAME BEAUDET . . . . . . . . . . . . . MAYOR INCLUDING. SANITARY SEWER, WATERMAIN, STORK
LYNAE BYRNE . . . . . . . . . COUNCIL .MEMBER
SEWER, AGGREGATE BASE, BiT'UMINQUS SURFACING, c <
JACK DflERR COUNCIL CONCRETE CURB AND GUTTER, AND RESTORATION o
MARY McCOMBER . . . . . . . COUNCILMEMBER Q
MARK SWENSON . . . . . . . COUNCILMEMBER G1.01 TITLE SHEEP
01.01- LOCATION PLAN AND TYPICAL SECTION
KIMBERLY KAMPER. CITY ADMINISTRATOR 02.01- EROSION CONTROL PLAN
C 4.01- SMITARY SEWER AND WATER MAiN
MARK VIERLING . . . . . . . . . . .ATTORNEY C6.01- STREEE-7 CONSTRUCTION AND STORM SEWER
CS.01 -- STANDARD DETAILS
C8,02- STANDARD DETAILS
C8.03-- STANDARD DETAILS
G1.01
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OAK PARK HEIGHTS MINNESOTA Bonestr 5t. Paul Office I HER PRE CERFIFY T R U DER Y D- 4, 3GITION. OR REPORT Si}RVfY
WAS PREPARED BY idE OR UNDER iTY fD"F:ECT S:f ?ER.;SI01i
N l�osene 2335 1 Jest Fil h►va 35 &10 TENT s AM A OUir L3CENSEG PROFESSIONAL 04LI ER ERRAWN Un
.w� - Highway UNDER TF lE LAWS OF P E STATE Of Al NNESOT� , GES1CtiEG KSS
OAK PARK STATION ~`- PHASE 1 Anderl+k & St. Paul, MN 55113 pgW [:AUE: OFU M- PDSFLER
UTILITY AND STREET IMPROVEMENTS ER�7S Associates Phone: 651 636 -4600 APPFOYED our
Er�r�ineers AEYhi[c r ;s Fax: 651.636 -2311 SMATURE: rk7EJAI,uA.4r s. 7[7 7
SITE. PAN ! rr: F n� 0.�7F._._ — !.]C- 176. 22i ;1i _ . ^ ._._.- f � P". No 5 -01 -117
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58th Street North 8%112' WET—TAP
8" GV & BOX rA
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lNSULATE BETWEEN WATER MAIN - ----- -
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--------------------- ------ - AS - NECESSARY - - - - -- — ----------------------------------------- - --------
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0
400'
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8--Ys SEND
1 FITTI _17FIT17
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6 GV sc Box 1%
CONSTRUCT MH-1 OVER 0
H"I'D 0 EL_ 943.29
EXISTING 8" PVC = .��1.: �� .` : i �¢+
SANITARY SEWER
:5+10
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NOTE 30'-6" PVC
1.) ALL WATER MN SHALL HAVE 7.5 6' PVC PLUG 50 100
FOOT MINIMUM COVER-
k -X6- TEE Scala in feet
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g 2.) ALL WATER MAIN SHALL BE CL_ 52 co 6 cv. sc 80 X
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DIP. % 4V-6' DIP-- r e ) _e
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6' DIP PLLPG• -' _l ;
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.3.) ALL $- pvc SHALL p BE SCHEDULE SDR 35 UNLESS OTHERWISE C#) _b
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NOTED. N C') {.!` TcF_ ll�l
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T 34'-6' DIP
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4.) ALL SANITARY SEWER SERVICES SHALL 4p CL 2j
6" GV & BOX m c- X
BE 6" ISCH 40 PVC UNLESS OTHERWISE i
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NOTED. HYD 0 EL 942.19 - R
A
LL EXISTING UTIUTIES PRIOR TO I
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5.) VERIFY LOCATION AND ELEVATION OF A
CONSTRUCTION
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6.) REMOVE AND REPLACE C(IS71NG
E31TUMINOUS STREET TO THE FOLLOWING 12'-6' DIP
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TYPICAL SECTION, MINIMUM: lX_ 6" GV & SOX W w cu 0
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COURSE, 12' CLASS 5 GRAVEL, 12* 8 PLUG AT TEE LL ca BITUMINOUS WEAR COURSE, 3" BrPJMINOUS HYD 0 EL 941.5
0 0 l LA
BASE CO ' 'd 8 . Z <
SELECT GRANULAR BORROW (MODIFIED, AS
4,
:p DIRECTED BY THE ENGINEER). THE TOP 4;ti-
OF THE GRAVEL SHOULDERS SHALL BE Lu
REPLACED Wr-lH 4 V CLASS 2, 100% SANITARY SEWER AND WATER MAIN
CRUSHED UMESTONE-
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