CR 05-039 Approve Final Plans Street Improvements
CITY OF
March ]5,2005
m
Council Report 2005-039
HOPKINS
APPROVE FINAL PLANS AND ORDER BIDS
2005 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 04-10, 04-11
Pro Dosed Action
Staff recommends the following motion: "Move that Council adopt Resolution 2005-027. Resolution Approving
Plans and Specifications, 2005 Street and Utility Improvements - City Proiect 04-10. Lot 800 Improvements -
City Proiect 04-1 L and Authorizing Advertisement for Bids."
This action continues an assessable project for street upgrading.
Overview
At the January 18, 2005, meeting, the Hopkins City Council conducted a public hearing concerning street and
utility improvements on Madison Avenue North, Madison Circle North and South, Jackson Avenue North,
Sunnyside Lane, Van Buren Avenue and Shadyside Circle. Council authorized the project to proceed allowing
the preparation of plans and specifications.
At the September 16, 2004 meeting, the Hopkins City Council authorized SEH Inc. to prepare plans and
.pecifications for the reconstruction of Parking Lot 800. In order to minimize construction costs, staff is
proposing to combine these two projects into a single construction contract to be awarded to a single contractor.
The plans are substantially complete and staff now seeks final design approval and authorization to continue to
the bidding phase of the project.
Primarv Issues to Consider
. Scope of Improvements
. Change in implementation of Assessment Policy
. Project Schedule
. Estimated Costs and Funding
Supportin2 Information
. Project Plan Sheets
. Engineer's Estimate
. Resolution 2005-02
R. Bradford, P.E.
Wssistant City Engineer
Financial Impact: $1,428.300 Budgeted: Y/N Yes Source: Special Assessments. PIR. CIP.
and Utility funds Related Documents (CIP, ERP, etc.): CIP and Engr's Estimate
Notes:
Council Report 2004-22
Page 2
_Analvsis of Issues
. Scope of Improvements
Roadways
The street improvements include full depth milling of the existing pavement, some curb and gutter, and
concrete driveway aprons where curb is removed. The existing soil below the pavement will be excavated
to allow for placement of 6 inches of base material below the new pavement. The base material will consist
of the millings from the existing pavement and Class 5 aggregate material. The asphalt section includes a 2
inch base course and I Yz inch wear course. New concrete driveway and alley aprons will be constructed
where removed.
The elevation of the reconstructed road will closely match the existing elevation with the exception of two
areas. Monroe Place will be lowered to improve drainage conditions. Currently, there are driveways that
are lower than the street, allowing for drainage to migrate from the street to private property. Weare
proposing to lower the street approximately one foot to substantially correct this problem.
The second grade change is at Madison Avenue North from Monroe Avenue North to Madison Circle. The
current grade is steep enough to make climbing the hill very difficult in winter. Weare flattening the grade
to improve the situation.
Improvements will also be made to the intersection of Sunnyside Lane and Van Buren Avenue North to
eliminate the drop off in the northwest quadrant.
The contractor will be required to maintain access to all residences during construction.
Utilities
Storm sewer upgrades include the installation of storm catch basins on Madison Circle and Monroe Avenue
North, Flared end section replacements where needed, and riprap placement as required.
Watermain improvements include a voluntary water service replacement program. The City will replace
water services in conjunction with this project for those property owners that have requested it. The City
will cover 1/3 of the cost with the homeowner paying the remaining 2/3 through their special assessments.
Petition and Waiver forms have been received from 49 homeowners. A listing of these addresses is
attached.
Improvements to the sanitary sewer will include reconstruction of the manhole tops and several spot repairs
as indicated in the sewer televising completed this year.
Lot 800 Improvements
This parking lot will be reconstructed with new asphalt, concrete curb & gutter, and striping. The features
of the reconstructed lot include a trail head entrance with handicap stall at the north end, a 20' x 20'
landscaped area, storm water treatment structure, and brick pavers at the intersection of I st Street North and
Council Report 2004-22
Page 3
loth Avenue North extending along both loth Avenue and 1st Street. An alternate bid for concrete only along
1st Street North is included.
Additionally, lighting improvements include adding a second luminaire will be added to the City owned
poles along 1st Street by City crews, and a 12 foot arm extension and light will be added by Xcel Energy. A
new screening fence will also be added along the west side of the lot and an additional landscaped area near
the regional trail as a buffer.
The displaced users of this lot will be issued permits for unlimited parking in Lot 700 and the parking ramp.
. Change in Implementation of Assessment Policy
As discussed at the March 8, 2005 City Council Work Session, we will be applying the assessment cap to
the properties with the Regency PUD area. This has a net effect of reducing the total resources acquired
through assessments by approximately $19,000. These changes will be reflected in the Final Assessment
Role.
. Project Schedule
Bid Opening......... ............... ............... ............... .......... ......April 12, 2005
Accept Bids and Order Assessment Hearing..... ........................ ....April 19, 2005
Assessment Hearing............................................................ .May 17, 2005
Award Bid...... ............ ...... ............... ............ ............... ......May 17,2005
Construction* ............ ............ ............... ............. ........... .......June - October, 2005
* Construction of Lot 800 will not begin until after the Raspberry Festival.
. Estimated Costs and Funding
The total project cost of the 2005 Street Improvements based on the engineer's estimate is approximately
$1,225,000. The project cost was estimated to be $1,161,058 in the feasibility study. This includes overhead
(engineering/administration) costs at 25% and a 10% contingency. This estimated project cost is
approximately $64,000 (5.5%) more than the feasibility study.
The total project cost of the Lot 800 Improvements based on the engineer's estimate is approximately
$203,000. The total project cost in the feasibility stage was $200,000 and the CIP budget is $250,000.
The project will be funded through a number of sources utility funds, special assessments, and PIR. Based
on the most current estimate the project funding breaks down as follows:
Council Report 2004-22
Page 4
Funding Source Estimated Allocation
PIR $523,016
Storm sewer $119,900
Sanitary/water $68,166
Special assessment $514,218
CI (Lot 800) $203,000
Total $1,428,300
· Recommendations
Staff recommends approving plans and specifications for the 2005 Street & Utility Improvements and Lot
800 Improvements and authorizing advertisements for bids with adoption of resolution 2005-027.
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PID#
19-117-21-23-0064
19-117-21-23-0065
19-117-21-23-0066
19-117-21-23-0068
19-117-21-23-0071
19-117-21-23-0073
19-117-21-23-0074
19-117-21-23-0075
19-117-21-23-0077
19-117-21-23-0078
19-117-21-23-0079
19-117-21-23-0080
19-117-21-23-0081
19-117-21-23-0083
19-117-21-24-0001
19-117-21-24-0002
19-117-21-24-0003
19-117-21-24-0004
19-117-21-24-0005
19-117-21-24-0008
19-117-21-24-0009
19-117-21-24-0010
19-117-21-24-0011
19-117-21-24-0012
19-117-21-24-0013
19-117-21-24-0015
19-117-21-24-0016
19-117-21-24-0018
19-117-21-24-0019
19-117-21-24-0020
19-117-21-24-0040
19-117-21-24-0041
19-117-21-24-0044
19-117-21-24-0045
19-117-21-24-0072
19-117-21-24-0075
19-117-21-24-0077
19-117-21-24-0081
19-117-21-24-0086
19-117-21-24-0087
19-117-21-24-0089
Property Address
329 Madison Ave N
325 Madison Ave N
321 Madison Ave N
313 Madison Ave N
301 Madison Ave N
229 Madison Cir N
225 Madison Cir N
234 Madison Cir N
226 Madison Cir N
231 Madison Cir S
227 Madison Cir S
223 Madison Cir S
219 Madison Cir S
228 Madison Cir S
514-516 Shadyside Cir
510-512 Shadyside Cir
328-330 Van Buren Ave N
320 VanBuren Ave N
509-511 Sunnyside La
505-507 Shadyside Cir
501-503 Shadyside Cir
502-504 Shadyside Cir
506-508 Shadyside Cir
501-503 Sunnyside La
505-507 Sunnyside La
510-512 Sunnyside La
506-508 Sunnyside La
402 Monroe PI
406 Monroe PI
410 Monroe PI
321-323 Van Buren Ave N
315-317 VanBuren Ave N
301 VanBuren Ave N
245 VanBuren Ave N
319 Monroe Ave N
306-308 Jackson Ave N
301 Monroe Ave N
237-239 Monroe Ave N
229 Monroe Ave N
225 Monroe Ave N
228 Jackson Ave N
19-117-21-24-0094
19-117-21-24-0096
19-117-21-24-0105
19-117-21-24-0106
19-117-21-24-0113
19-117-21-24-0114
19-117-21-24-0196
401-403 Monroe Ave N
409-411 Monroe PI
315 Monroe Ave N
309 Monroe Ave N
333 VanBuren Ave N
331 VanBuren Ave N
229 Jackson Ave N
ENGINEER'S ESTIMATE
2005 STREET AND UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 501-49400-582-0410
BMI PROJECT NO. T16.21523
PAGE 1
C:\Oocuments Md Settlngs~bladrord\Local SeltJngs\Tempora/'f Imernet Fil.s\OLKDe~eng-~l.xlslENGINEI<RS ESTIMATE
1ST
ITEM I TOTAL
NO. ITEM UNIT UNIT PRICE QUANTITY TOTAL COST
1 MOBILIZATION LUMP SUM $50,000,00 1 $50,000.00
1 ROOT CUTTING 1)(2 TREE $350.00 8 $2,800.00
2 REMOVE SOlLARDS EACH $50.00 12 $600.00
3 REMOVE SIGN & POST EACH $50.00 4 $200.00
4 REMOVE CURB AND GUTTER CONG & BIT 8) L1NFT $3.00 5070 $15,210.00
5 REMOVE SEWER PIPE (STORM) UNFT $20.00 227 $4,540.00
6 REMOVE CONCRETE PAVEMENT - DRIVEWAY I WALK 2 SQYD $8.00 290 $2,320.00
7 REMOVE BITUMINOUS PAVEMENT- DRIVEWAY 2) SQYD $6.00 815 $4,890.00
8 REMOVE DRAINAGE STRUCTURE EACH $400.00 6 $2,400.00
9 REMOVE STORM APRON EACH $175.00 2 $350.00
10 REMOVE CASTING EACH $75.00 35 $2,625.00
11 R.EMOVE HYDRANT & VALVE INCL. PLUG TEE EACH $1,500.00 1 $1,500.00
12 SAWING CONCRETE PAVEMENT FULL DEPTH 2 L1N FT $5.50 235 $1,292.50
13 SAWING BITUMINOUS PAVEMENT FULL DEPTH 2 L1N FT $3.50 640 $2,240.00
14 REMOVE AND SALVAGE CHAIN LINK FENCE 2 L1N FT $120.00 86 $10,320.00
15 INSTALL SALVAGED CHAIN LINK FENCE 2 L1NFT $120.00 80 $9,600.00
16 COMMON EXCAVATION EV P CUYD $16.00 5208 $83,328.00
17 DITCH EXCAVATION (INCl. INCIDENTAL CLEARING & GRUBING) EV 1 2 CUYD $50.00 40 $2,000.00
18 SUBGRADE EXCAVATION EV 1 2 CUYD $16.00 2350 $37,600.00
,. SELECT GRANULAR BORROW CV 1 2 CUYD $16.00 2350 $37,600.00
20 TOPSOIL BORROW CV 1)(2 11) CUYD $16.00 680 $1G,880.00
21 GEOTEXTILE FABRIC (lYPE V 1 2 SQYD $2.00 50 $100.00
22 EXPLORATORY EXCAVATION 1 2 HR $350.00 12 $4,200.00
23 AGGREGATE BASE CLASS 5. STREETS C CUYD $26.00 1931 $50,206.00
24 PLACE MILLED MATERIALS AS AGGREGATE BASE CV) CUYD $10.00 2135 $21,350.00
25 MIll BITUMINOUS PAVEMENT - STREETS (FULL DEPTH 80 YO $3.00 19,181 $57,543.00
26 BITUMINOUS WEAR COURSE- 3" DRIVEWAYS LV4 2 3 4 SQYD $40.00 385 $15.400.00
27 BITUMINOUS WEAR COURSE- STREETS (LV4 TON $43.00 2,255 $96,965.00
28 BITUMINOUS NON-WEAR COURSE- STREETS (L V3) TON $41.00 2,255 $92,455.00
2. BITUMINOUS MATERIAL FOR TACK COAT GAL $3.00 945 $2,835.00
30 MODULAR BLOCK RETAINING WALL SQ FT $25.00 460 $11,500.00
31 48" FES TRASHGUARD EACH $500.00 1 $500.00
32 12" RC PIPE APRON WI TRASHGUARD 7 EACH $500.00 1 $500.00
33 15" RC PIPE APRON WI TRASHGUARD 7 EACH $750.00 1 $750.00
34 48" RC PIPE APRON WI TRASHGUARD 7 EACH $3,000.00 1 $3,000.00
35 12" RC PIPE SEWER CL V DESIGN 3006 (STORM 7 UN FT $40.00 61 $2,440.00
36 15" RC PIPE SEWER CL V DESIGN 3006 (STORM 7 L1N FT $45.00 40 $1,800.00
37 48" RC PIPE SEWER CL V DESIGN 3006 STORM 7 L1NFT $150.00 76 $11,400.00
38 CONNECT TO EXISTING STORM SEWER 6 EACH $700.00 4 $2,800.00
39 CONNECT TO EXISTING SANITARY SEWER PIPE 6 EACH $100.00 6 $600.00
40 8" PVC, SDR~35 SAN. SEWER SPOT REPAIR INCl. SEWER PIPE REMOVAL L1N FT $75.00 107 $8,025.00
41 CONNECT TO EXISTING WATERMAIN (INCl. FITTINGS) 6 EACH $1,000.00 1 $1,000.00
42 HYDRANT . EACH $2,500.00 1 $2,500.00
43 GATE VALVE AND BOX 6" . EACH $700.00 1 $700.00
44 ADJUST CURB STOP BOX 1 2) EACH $150.00 13 $1,950.00
45 ADJUST GATE VALVE BOX EACH $200.00 20 $4,000.00
46 SALVAGE SPRINKLER HEAD 1 2 EACH $60.00 12 $720.00
47 INSTALL SPRINKLER HEAD 1 2 EACH $110.00 12 $1,320.00
48 6" WATERMAIN DUCTILE IRON CL 52 INCL. FITTINGS) 2 7 L1N FT $45.00 9 $405.00
4. 1" TYPE K COPPER SERVICE PIPE 1 2 7 UN FT $20.00 300 $6,000.00
50 1" CORPORATION STOP & TAPPING SADDLE INCl. CONNECT TO WMN 1 2\ EACH $"\50.00 15 $2,250.00
51 1" CURB STOP & BOX 1)(2) EACH $150.00 15 $2,250.00
52 4" POLYSTYRENE INSULATION INSUl. WMN 1)(2) SQFT $4.00 1,440 $5,760.00
53 CaNST DRAINAGE STRUCTURE DES 48-4022 EACH $1,600.00 1 $1,600.00
54 CONST DRAINAGE STRUCTURE DES 48-4024 EACH $1,600.00 1 $1,600.00
55 CONST DRAINAGE STRUCTURE DES 72-4022 EACH $5,000.00 1 $5,000.00
56 CaNST DRAINAGE STRUCTURE DES 78-4022 EACH $6,000.00 1 $6,000.00
57 CONST DRAINAGE STRUCTURE DES SD-1 EACH $1,300.00 3 $3,900.00
56 CATCH BASIN CASTING ASSEMBLY R-3067 (STORM SEWER) 9) EACH $450.00 11 $4,950.00
59 MANHOLE CASTING ASSEMBLY R.1T33 SANlrARY SEWER 9 EACH $375.00 22 $8,250.00
60 MANHOLE CASTING AS$EMBL Y R*1733 STORM SEWER EACH $375.00 3 $1,125.00
61 RECONSTRUCT SANITARY MANHOLE (1)(2)(10) VERT FT $400.00 5 $2,000.00
62 RANDOM RIPRAP CL IV CUYD $75.00 36 $2,700.00
63 4" CONCRETE WALK 234 SQFT $6.00 135 $810.00
64 CONCRETE CURB AND GUTTER DESIGN B618 L1NFT $9.50 6,060 $57,570.00
65 CONCRETE CURB AND GUTTER DESIGN B618 - SPOT REPAIRS 1)(2) L1N FT $20.00 1,300 $26,000.00
ENGINEER'S ESTIMATE
2005 STREET AND UTILITY IMPROVEMENTS
CITY OF HOPKINS, MN
CITY PROJECT NO. 501-49400-582-0410
8MI PROJECT NO. T16.21523
PAGE 2
C:\Documenls and SeltinS/S~bradtord\Local Settings\Tempor3IY Internel Files\OlKD8~eng-estxlsJENGrNEERS ESTIMATE
ITEM I TOTAL
NO. ITEM UNIT UNIT PRICE QUANTITY TOTAL COST
66 6" CONCRETE PAVEMENT DRIVEWAYS 3 4 SQYD $42.00 820 $34.440.00
67 8" CONCRETE PAVEMENT VALLEY GUTTER) (3)(4 SQYD $50.00 60 $3,000.00
68 INSTALL GUARDRAil UN FT $20,00 60 $1,200.00
69 INSTAL LIGHT EACH $5,000.00 1 $5,000.00
70 TRAFFIC CONTROL LUMP SUM $5,500.00 1 $5,500.00
71 F & 1 SIGN PANEL & POST 12 SO FT $50.00 9 $450.00
72 ZEBRA CROSSWALK WHITE- LATEX SO FT $2.50 324 $810,00
73 SILT FENCE TYPE PREASSEMBLED UNFT $5.00 600 $3,000.00
74 INLET PROTECTION - FILTER AGGREGATE EACH $150.00 17 $2,550.00
75 SODDING TYPE LAWN 1 2 SQYD $3.50 4,615 $16,152.50
76 SEED FERTILIZER, AND EROSION CONTROL MAT 1 2 SQYD $2.00 1,000 $2,000.00
$891,127.00
{1} NOT SUBJECT TO MnJDOT SPEC 1903.
(2) ESTIMATED QUANTllY ONLY EXACT QUANTITIES AND LOCATIONS
TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER.
(3) INCLUDES AGGREGATE BASE CLASS s~ SEE DETAILS.
(4) CLASS SAGGREGATE BASE MAY BE SUBSTITUTED WITH
RECYCLED BITUMINOUS MilLINGS PER SPECIFICATIONS.
(6) INCLUDES FITTINGS & MATERIALS REQUIRED.
(7) INCLUDES BEDDING AND/OR ENCASEMENT MATERIAL AS REQU!RED.
(8) NECESSARY CONC/BIT SAWING IS INCIDENTAL TO REMOVAL
(9) FINAL ADJUSTMENT INCIDENTAL
(10) REMOVAL INCIDENTAL TO RECONSTRUCTION
(11) ALL DISTURED TURF AREAS ARE TO BE EXCAVATED 6" AND FILLED WITH TOPSOIL AND SOD.
EXCAVATION INCIDENTAL.
(12) ENGINEER TO VERIFY LOCATIONS OF SIGNS IN FIELD.
Internet Files\OLKD8\[FINALSEQCOSTS.xlsISEQ
CITY O_KINS
CITY P LOT RECONSTRUCTION
Cost Esti ate
SEH NO. A-HOPKN0501.00
C:\Documents and Settings~bradford\Local Settings\Temporary
REVISED: 3/9/059:54 AM
DATE: JANUARY 10, 2005
Total Est.
Cost
$5.500
$5.160
$288
-. $270
$1,5~~
$300
$1.350
,--
I $7,000
$960
$300
$2.000
$5.250
I $5,950
I $14,820
$16.800
$254 --
~--~-
$700
~-~j6,000
$500
-- '-$500
$300
$6,745
1'- $4,635
-- $10,175._
$20,000
__ $17,400 _
-~--
__ $800
$400
$1.200
~ $2.000-
--~6-
$200'
$275
$1.300
-$T5--
--
_u.__
--
-----
---
--..-
--
~-- --
~~ --
---
~-"---
.--
---- -- --
--
-
---
_n_
$153,897.00
$15,390.00
$169,287.00
$33,857.00
$203,144.00
TOTAL ESTIMATED CDST
CONSTRUCTION CONTINGENCY (10%)
TOTAL ESTIMATED CONSTRUCTION COST
INDIRECT COST (20%)
TOTAL ESTIMATED PROJECT COST
ALTERNATE COST ADDITION
ALTERNATE. REPLACE PAVERS IMEDIATELY ABUTTING 1ST STREET AND REPLACE THEM WITH A 4"
R&R EX CONe WALK AND APRON ADJACENT TO 1ST STREET
NOTE: PAVERS IN BASE BID ABUTTING NORTH EDGE OF 1ST STREET SIDEWALK ANO THE RADIAL DESIGN PAVERS TO REMAIN
CONCRETE WALK
COST ADDITION: $5200.
CAPITAL IMPROVEMENTS PLAN
City of Hopkins, MN
01-CIP-S1l3
Project #
Pmjec' Name City Parking Lot Improvements
l Description
Lot 800
--:I
2004 thl''' 2008
Contact PW Director
Department Public Works: StreetslTraffi
Type Improvement
lJseful Life
'Category Trans: Parking Facilities
P,'iority o/a
Total Project Cost $250,000
Redesign and reconstruct city lot 800, north of First Street North between 10th and t 1 th Avenues North.
~tifi,:~~on -1 ~_ _ _
Lot &00 is on or approaching a critical point on a deterioration curve. Sea] coats and crack sealing will not redeem it. Mill and overlay area minimum improveme
needed. Project costs arc fOf total replacement of the bituminous pavement, curb installation, and parking lot lighting.
2003: Planning/design
2004: Bid and construction
Expenditure
Construction/Maintenance
2004
Total
2005
250,000
250.000
2006
Total
250.000
250,000
2007
2008
Funding Sources
CI ~ Capital Improvement Fund
2004
Total
2005
250.000
250,000
2006
2007
2008
Total
250.000
250,000
IOpera~on~IImpact/Other -I
Lots 500 and 600:
1999/2000 - Planning
2001 - Bid and construction
!-?ts 500 and 600 improvements based o~ ~omprehensive parking analysis.
86
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SHEET INDEX
SHEET NO ..I!TIJ;
1. TlTl.t:SHEET
2. ESTIMATED QUANT1T1ES
3. TABlES
STAN\}ARD CQ}.\SlRUCT10N D
4. TYPICAL SECTIONS
5. SANITARY SEWER k WATERWJN
6. DRAINAGE
7. EROSION CONTROL
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CITY OF HOPKINS
CONSTRUCTION PLANS FOR
2005 STREET & UTILITY IMPROVEMENTS
CITY PROJECT NO. 04-10
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NOTE:
EXrsTlNG umJiY INFORMAllON SHOWN ON THIS PlAN ItAS
BEEN PROVIDED BY THE UTIUlY OWNER_ THE CONTRACTOR
SKAlLFlELOVERlfYEXACTlOCATlONSPRIORTOCOMldENCING
CONSlRUCTlON~REOUREO BYSTAT(LAW_NOTlfY
GCIi"\1;::;1 STl\lE ONE-C>.ll1-800-252-1166 OR 612_454_0002.
, HffiDlY CDmrY "'~T THIS PlJ.N.SO[Cf1OATlOH. "" RIPOOT...'-$ ?.....AAEII
BY"'''''lNlEllllYOlR,cTruPOWoSl<tlJo.'llJmu''''ADul.llJC(HSW
I'!tOFtSSlCt<l.l ENGINEER lIHllPl ntE.......... Of THE: Sl",,'t Ofwa:;oT'"
UC-HO'~DAlt:~
IolAACllS ^" n<<ll.!/oS ~.'t.
RIOolO\W&....1'RO'/ED o~m_
I'U6UCI'It>>KSDi""'"''''
~ CITY OF HOPKINS, MINNESOTA
200_5 STREET & IJTIUTY IMPROVEMENTS
1TI1...E SHEET
~~-
CITY OF HOPKINS
\IJ:NNEPlllo;romy,W1
~SOLTON & MENK. INC.
Consultlng Engln..", ~ Su....yo""'
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sm~YEMEWS,
TYP\CPL SECTIONS
2.005
~aOl- ToN 8<. ME-Nt<. INC.
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DerAILS N01 TO sCALE - COr\,ul\\~Er\..ln~ersl!r.~Vors 2005 smp- AND lJ1\U1'< IMPRO\'E.h\EN1S r.
-
IIo~S/o..11'WW'" - ~.Wlf.>ll\\lOll\".IVlstE9"fEl't.lIllWl~\llI T(l'tCAl SECTIONS
'\'\'~"'_O!.~~ ....-""- - ..... -. ~ ~IIl'I:~It'l>.lllS.\<. ,
NORTH ADD SECOND LUMINAIRE ~AVER CIRCLE
....... TO EX LUMINAIRE & POLE RADIUS PT
ON....... SAWCUT & REPAIR SIDEWALK,
" ~S ~EQU1RED FOR PAVERS.
\. '-11, I TAL
=
10TH AVENUE
OVERHANG
PAVER
I
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:;i1.,'1;~1
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2451 3 [0
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71.
~
SIDEWALK
8
hp
DRAINAGE 0
TO ALLEY
7.?,
4" PAlNT @
~ 24" D.C.
\~ PAINTED ISLAND.
. 4" WHITE STRIPE
@ 24" D.C.
Y2.s,f
I
I~.
'V.
DRAINAGE DIY
;0
"S2'2.
EXISTING & PROPOSED
WOODEN FENCE
3.3' CONCRETE STRIP
N
<D
vi
;0
<D
1.
11:: 11
l~\
'N
1
"
N
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CB ~
'29'~6 1
CURB CUT
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~ TOE OF CURB _ I
"'(t F ACE OF CUR~
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~~
. ,
I. 0;-
1
0">
~
-
NOTE: RECLAIM ALL EX BITUMINOUS
2' VEHICLE OVERHANG
ALTERNATE BID (SEE BID FORM)
REPLACE PAvERS PARALLEL WI
AND ADJACENT TO iST STREET N
WITH CONC WALK. REMOVE AND
REPLACE CONG WALK ALSO ALONG
L5I. 1.
PAINTED
ISLAND
24
"
~
20 0
~ ~
scole to
EX BIT EDGE -----.....
EX WOOD NeE -
EX CB I
6' B 1
~ ~ ,-
931.20x
vi -.,.
,
,
PL1
,
PL3
nLEHI
'_H~'
DATE
no
SITE PLAN & GRADING
PARKING LOT 800
1st STREET N. &
10th AVE NORTH
OSHORf ELLlOn oa:>01""'S(lN 2<>0<. "" USE OR RruS!: 0; fHSj '''''RBlY C<';UY 'HAT H,S ....~~ w..s P"'P....~o "I j,
"'N,"R"IN"_l...C(JRll,'.ll'<Ol""C",",,,lE~'IOf:O "'"OR"""""......_Cl.L.O'ER.lSlO><moT><AT'...
OESIO'''''""'"",, ~Il" "ITH",. Tlf' .><po." """TEN C(OIS'. ."....y ",a~..'o """"'''''''"''- 'HOIN~.. U"",. J~
"',SE., " Pfi'.lIel'(O. SE. ,......, I<Ol BE ~Es.""Slact'''''. ~"t-~WS '" ,,11:$""01' ""'f,?,'" ..7....... ~\..l>""':::I.tl>\l'~t.~""
~~~~u~r.i~i~G Ui~,~,:~~" OF T1f~SE ....'E~I.lS. 011 ..,,~-.. ~. ..._'""':":": - SEH ~;2O::~~~i:;.:;i'?'12-20<1'
.~~ - ""&00,,.._';157
RtV(~IOH;
NO.lsy
~
ey,~
~y~
DoSIGN 1-,;.~
,
I
l-
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o
z
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w
w
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l-
V)
?AVER CIRCLE
SEE DETAIL
ON SHEET PL'
j
<
~
e
m
o
~
~
m
x
w
WHERE NEW SIDEWALK IS CONSTRUCTED
NORTH ADJACENT TO ExiSTiNG TURF AREAS. At
'9\SlURBED AREAS SHALL BE SODDED AS
')"ECESSARY TO MATCH INTO EXISTING
M OR A MIN1MIJM Or 2' Iw1D1\\1 OF SOl).
ADD A SECOND LUM1NAIRE TO
EX POLE AND LUMINAIRE
RELOCATE ExHC SIGNSJ
TO NEW He STAlLS
GAL
GAL
IZ) REDMOND L lNDEN. 2u 'a/B.
65 LIATRIS 'KOBOLD' 1 GAL.
35 OAYLlLIY 'LAVENDER BLUSH'
30 Oil.YLlLY 'LEMON LIJLLYPOP'
DAYlILIES PLACED ADJACENT TO
'fIALK. LlATRlS ADJACENT TO C&G.
SHREDDED MULCH BED. GRADE TO
DRAIN TO WALK
SIDEWALK
EA
EXlSTlNG B1TU",NOUS~
AVENUE
21
LR'"DYE BDLLARDS
OTH
~
INSTALL 21" CB
GRATE'" S29.<l6
INV'" 926.46
CONNECT TO EX ca
WITH 20 LF 12" CL v RCP
@ 2.30'1.. !NV = 926.00 AT Ex CB
,
~'~ SALVAGE 4 REINSTALL
~ ALL EX SIGNS
ADJUST MH CASTING AS REO D.
CASTING SHALL NOT LlE IN CAG
EX ca. SJ>.L'I//>..G't. C/l.S-I\l'\u
&.PLACE ON 27" CB
INSTALL R-4342 CAST/NG
AND ADJUST RIM TO
E.LEY"'929.6
INYIEEXJ"'923.29
\NV{\!l EX): 323.25
INSTALL 72" DIA.
STORMCEPTDR OR
E.DUIVALENT SINGLE
STRUCTURE STORM
WATER DUALITY MH
filM: 930.00
INVtWl= 922.13
INV(El= 922.80
!NV(SUMPl= 918.
1
C8l11iN-l<S
RJwc929.11
JNV ~ 918.23
RCPS10llW
+
(f)
~
ADD A SECOND LUMINAIRE TO
~i~gVi'~;iSTJNG\'X ?OL' A"C LVMlN"R'
INSTALL WOODEN FENCE. SEE
DETAIL ON SHEET PL3
--
REMOVE All BITUMINOUS FROM ALL
PLANTED AREAS. SCARIFY COW'ACTED
SaLLS TO A OEPTH OF 3'. PLACE
TOPSOIL 4" THICK ON SURFACE.
2'9EA
REMOVE EXISTING
WOOD FENCE
FllrNO.
'-ll~'~1
DATr
n!
REMOVALS, STORM SEWER,
LANDSCAPING, FENCING,
& LIGHTING PlAN
PARKING LOT 800
1s1 STREET N. &
101h AVE NORTH
OSHOllf <,,-0;171 0<(....="" '1004. ANY uS;!: OIl ROIS[ Of 1l<Sj ,""COO ..." ,~, ,," ,,, "~-'"'I j,
PI....../CR..,l<(: .."" T"t COORESJ'o><OING COO"YTt.R .IO,~ '" Cfi <.>or. "" """C! Si.<'ffiInS>:)N ...., 'AA' ,.....
.''''"''''''''"0(: _Il.' -'l1~WT ~~'- t>:>"'-"" '<II""" ~",",,"i-.. .. OlU ,,<:~ ...",<..-... ""'"'<!~ .......
Of ".. I' 'RI)4ISITtD. S,H S~'ll HOT 5E FlESP<lNSU<E: F<1Il .;.,4:T;:~ or '''' STATC Of lOI<NESot.. ~ ~'.ED CIIl~lE 0"'0'1: "00
""UN.<Ul~"'IIEO"', '" l......,..~,,_ """- I::H _1"",,,uN"5"~""'"
"w.CiS"'-'Ul.TI"G'~' "",":,:",,~ S~_ ;::m~!:i?;;O'~I,,,,g52.gt2'200!;
R.VISIONS
~
20 0 20
Iii ~ iii
scale 10
INSTALL 'tIOOOEN FENCE. SEE [}l
REMOVE EXISTING
WOOD FENCE
!
~
C61M24-l45
RII.t_929.11
tNV_glS.23
PESlCNER'~
cH.CKroBY:~
SAPP~OVEDBr~
\:;; ~TEAU NO.BrO"'1
BOlLARDS
0' WIDE CONCRETE ALLEY
BLACK HILLS SPRUCE. 6' B/B
,>:JSTlNG
.CE
REDMOND LINDEN. 2' B/B
~
EX SIDWALK .g
{PROTECTl ==-;:
I'AVER STRIP\ '
. GUTTER~. .\
lOT_~_
TREE
EX BOULEVARD
(PROTECT)
41A WEAR BITUMINOUS PAVEMENT
.ASS 1 AGGREGATE
TBAJJ_PAVEMENT SECTION
1.5" ~tA wEAR1NG COURSE
Z.O" 318 WEAR BITUMINOUS PAVEMENT
6~ CLASS 7 AGGREGATE
SIIJ.?ED AND CDMP:'CTEC SUBGRADE 6618 cuRB
CURB l. GUTTER
;66\6
::';"1-
'::,::::,,~~
D1"h AVEN.UE~.
PARKING
PARKING LDLPAVEME!'!I.2E.CTlON
NTS
DEEP REVEAL
:"
" CEDAR TOP CAP
J 1x6 CEDAR CROSS 2x6 CEDAR CROSS
MEMBER TO? AND MEMBER TOP AND
BOTTOM BOTTOM
- j
, '-
, [-;"'1 fZu oIA. CONCRETE lx5 CEDAR PICKETS
, L lPtCKETS OVERLAP
, I FOOTiNG @ 42" 6 t,{ ON EACH SIOEI.
, , BELOW GRADE - TYP.
, ,
, ,
, ,
, , WOOD FENCE NOTES:
, ,
'--........1 \, /l.LL WOOD MATERIALS SHAll BE CEDAR
CONSTRUCTION GRADE FOR ALL POSTS.
MEMBERS. AND PICKETS.
,. NAILS AND FASTENERS: 16 PENNY GALV.
CASING NAILS - 3 PER PICKET. GALV. BOX
~AILS FOR NOM-VISIBLE COliNECTlONS.
TOENAIL CROSS MEMBERS TO POSTS
WITH i~2" GALV. SCREWS.
OTH_A'l
4x6 CEDAR POST
@
RAO POINT
GRADE
RN
PRECAST
CONCRETE
PAVERS
p'. 'NGLE IRON OR pve 'NGLE , ,
ALONG ENTIRE QPEN E.OGE Of
PAVERS. 12" SPIKE THROUGH -...+-
ANGLE 1a~ D.C.
~SHAPEDANDCOMPACTED
su6GRADE
DAIL
NTS
3
PARKING LOT
J; CD
-
SIDEWALK 0 l
ST STREET NORTH
CONCRETE PAVE
NTS
2" CLEAN SANO-....:;-
e," CL T AGGR~
4"X8"
BE
DETAIL - ALLEY
(NT$l
KEYED NOTES:
CD 32" W1DE ARC OF SOLDIER
COURSE 8 CM THICK CONCRETE
PAVERS 4" X a" OR LARGER.
@ HERRINGBONE PATTERN CONCRETE
PAVERS INS IDE ARC TO BE
PERPENDICULAR AND PARALLEL
WllH 1S1 STREET NORTH.
Q) LANDSCAPED AREA (SHEET PL 2).
@REMOVE EX. SIDEWALK TO
NEAREST JOINT. AFTER CONCRETE
PAVERS ARE LAID REPLACE
SIOEYlI;LK.
~I @36" PAVER STRIP OF BASKET
WEAVE eCM THICr. CONCRETE
PAVERS 4" X 8" OR LARGER.
@ MATCH EX. PEDESTRIAN RAMPS.
6' MAX
SPAC]NG
EOUA
o
~
"
.
<
~
z
I'i
z
o
~
"
CD
PAVER NOTES:
1. COLOR:
SOLDIER COURSE =0 (:lUFF
HERRINGBONE =0 50'!. RED
25'1. BROWNICHARCOA\../BUFF
25'1. Rf:O/CHl\RCO/l.L
2. SIZE:
SOLDIER COURSE SHALL BE
OR LARGER
HERRINGBONE PAVERS SHALL
4" X8". 6CM fMIN).
-
A\..L F1E?ETl1IVE UNIT PAVER CUTS
SHI;LL BE fACTORY CUT.
FIELD CuTTING UNIT pAVERS SHALL
KEPT IlT A MINIMUM.
3.
4.
CWALEENCE JJ.UALl5
NTS
CON_CBJULP A VEiLD-E.IA_I.L
NTSl
PL3
PL~
DATE
111
TYPICAL SECTIONS &
MISC. DETAILS
PARKING LOT 800
1st STREEf N. &
10th AVE NORTH
-'I1I:Rf:"Y <:ERin THAT litiS--;;r.;;:;<"-.. PR,._i> "t).
~EOIlt.o'.tlr""'_C1SUP,.""""".owTHAT'''''
AC<I'.y,a:,.srn""Of<'''''_<NG''''''"o.oIOi:"
;><I:c'"Sor;If:STAlI'"'~''"'tWl''' ~IIIOOI"'OcR"'fO""'E'2()o
C"Of"', """'_ """"""""..tm""~.~O
.-...~"-~:....-_ SEH ::::~t~~/m:"'m..t?-2"'"
OSHOll'[w"n>ENPFl(;K=.OO....."" U5tOR=OF TH1S
pu""'....m.AI<OIHEc'"'"'5.=I~GC"""UT[".,OlP
""'''"IO".,.t!"~ flen >1"'_ 'fl<t '>Pl<i.'" "l'f"R Coo.;,N.
~S<". lS."CW<lBITEO. SI:" S"..., NOl "'"".ONSI",tFOIl
_...",lHORIZ'OuSEORREU","'lHt>."'''"IAl.S.OII
P""'<""'SUl.1I"<1Hl:"E'RDIl.
RE"ISID:<S
MAXIMUM AL.LOWABLE GAP SIZE
SHALLBE3'IG"'
"
~
CHE;CKe:oaY'~L-
ArPRoVe:oBY~
OESICN1HJ.'-
5.
"
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION NO. 2005-027
RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING
ADVERTISEMENT FOR BIDS 2005 STREET AND UTILITY IMPROVEMENTS, AND
LOT 800 IMPROVEMENTS
CITY PROJECT NO. 04-10, 04-11
WHEREAS, pursuant to a resolution of the City Council adopted the 18th day of January
2005, plans and specifications were developed for improvements on Madison Avenue North,
Madison Circle North and South, Jackson Avenue North, Sunnyside Lane, Van Buren Avenue
and Shadyside Circle, including concrete curb and gutter installation and storm sewer
improvements and all necessary appurtenances, and
WHEREAS, pursuant to a resolution of the City Council adopted the 16th day of
September, 2004, plans and specifications were developed for improvements to parking lot 800,
and
WHEREAS, plans and specifications for City Project No. 04-10 have been prepared by
Bolton & Menk, Inc. and have been presented to Council for approval, and
WHEREAS, plans and specifications for City Project No. 04-11 have been prepared by
SEH, Inc. and have been presented to Council for approval.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Hopkins,
Minnesota:
1. Such plans and specification, a copy of which are attached hereto and made a part
hereof; and hereby approved and ordered placed on file in the office of the City
Clerk.
2. The City Clerk shall prepare and cause to be inserted in the official paper and in the
Construction Bulletin an advertisement for bids upon the making of such
improvement under such approved plans and specifications. The advertisement shall
be published three times, at least three weeks before date set for bid opening, shall
specify the work to be done, shall state that bids will be received by the clerk until
10:00 a.m., on the 1ih day of April, 2005, at the City Hall and that no bids shall be
considered unless sealed and filed with the clerk and accompanied by a certified
check or bid bond, payable to the City of Hopkins, Minnesota for 5% of the amount of
such bid.
3. The clerk and city engineer are hereby authorized and instructed to receive, open,
and read aloud bids received at the time and place herein noted, and to tabulate the
bids received. The Council will consider the bids and award of contract at the regular
City Council meeting of May 17, 2004, in the Council Chambers.
Adopted by the City Council of the City of Hopkins this 15th day of March 2005.
By
Eugene J. Maxwell, Mayor
ATTEST:
Terry Obermaier, City Clerk