HomeMy WebLinkAbout4.J. Payment #2, 145th Street Reconstuction , ` CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: August 16, 1994
AGENDA ITEM: Payment No. 2, 145th Street AGENDA SECTiON:
Reconstruction, City Project #245 Consent Agenda
PREPARED BY: Bud Osmundson AGENDA�� � ��
City Engineer/Public Works Director
ATTACHMENTS: Payment Voucher #2 APPROVED BY:
This item requests the first payment to B.H. Heselton Company, Inc. in the amount of
5120,772.55 for construction on City Project #245, 145th Street West Reconstruction.
Work completed and represented in this amount as of July 31 , 1994 was 31 % of the
contracted work.
The project is moving along well and is on schedule. The contractor will have completed
all sanitary sewer, watermain and storm drain installation by Wednesday of this week.
The contractor will have all unsuitable material removed and replaced in the street by
Monday. NSP will take approximately 2 weeks to install the underground wiring on the
north side. Then the Class 5 and curb & gutter installation will proceed.
Attached is a copy of the Payment Voucher for your information. Staff recommends
approval of this second payment request.
RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #2 TO B.H. HESELTON
COMPANY, INC. IN THE AMOUNT OF 5120,772.55 FOR 145TH STREET
RECONSTRUCTION, CITY PROJECT #245.
COUNCIL ACTION:
1
i
.T1t�i�
May2TOri8t
Assoc�ates,Inc.
300 Park Place Center
5775 Wayzata Boulevard
Minneapolis.MN 55416-1228
612-595-5775
1-800-753-5775 -
FAX 595-5774
August 8, 1994 Engineers
Architects
Planners
Surveyors
Honorable Mayor and City Council
City of Rosemount
� 2875 - 145th Street West
Rosemount, MN 55068
Re: 145th Street West Utilities & Street Improvements
S.A.P. 208-103-08
City of Rosemount, MN
City Project No. 245
OSM Project No. 4438.80
Dear Mayor and City Council Members:
Enclosed are four (4) copies of Construction Pay Voucher No. 2 for the referenced project
in the amount of $120,772.55.
Please make payment in this amount to B. H. Heselton Company, Inc., Faribault, NIN at
your earliest convenience.
Sincerely,
ORR-SCHELEN-MAYERON
& ASSOCIATES, INC.
�
Brian J. Bourassa, P.E.
Project Manager
Enclosures
c; Bud Osmundson, City of Rosemount
B. H. Heselton Company, Inc.
nm
�:�aa�s.eo�crv►[.�co�us�voz�cnt.t�
Equal Opportunity Employer
a . . . . . � � � . � .
CONSTRUCTION PAY VOUCHER
Estimate Voucher Number: 2 Date: August 4, 1994
OSM Project Nwmber: 4438.80 Period Ending: July 31, 1994
Project: 145TH STREET WEST UTILITIES & STREET IMPROVEMENTS
S.A.P. 208-103-08
CITY OF ROSEMOUNT 245
Contractor: B. H. HESELTON CO. , INC. , ,
P.O. BOX 246
FARIBAULT MN 55021
Contract Date: Work Starteds
Completion Date: Work Completed: _ .
Original Contract Amount 647,006.00
Total Additions 0.00
Total Deductions 0.00
Total Funds Encumbered 647,006.00
Total Work Certified to Date 198,507.60
Less Retained Percentage 5.QO% 9,925.38
Less Previous Payments 67,809. 67
Total Payments Incl This Voucher 188,582 .22
Balance Carried Forward 458,423 .78
APPROVED FOR PAYMENT, THIS VOOCHER 120,772.55
APPROVALS
ORR-SCHELEN-MAYERON & ASSOCIATES, INC.
Pursuant to our field observation, as performed in accordance with our
contract, and based on our professional opinion; materials are
satisfactory and the work properly performed in accordance with the plans
and specifications and that the total work is:
31$ completed as of July 31, 1994.
We herby recommend payment of this voucher.
� �Signed: , Signed: '
Construction Observer Project Manage /Engineer °
B. H. HESELTON CO. , INC.
This is to certify that to the best of my knowledge, information, and
belief, the quantities and values of work certified herein is a fair
-approximate estimate for the period covered by this voucher.
Contractor: Signed By
Date: Title
CITY OF ROSEMOUNT
Che ed y• Approved for payment:
� Autharized Rep�e�sentative
Date: Datez
PAGE 1
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f VOUCMER DETAIL IIST
Estime�te Voucher Number: 2 Project: 145TH STREET WEST UT1liTIES & STREET IMPROVEMENTS Date: AUGUST 4, 1994
OSM Pr�ject Nunber: 4438.80 CITY OP ROSEMOUNT PROJ. NO.: 245
for S.A.P. 208-103-08
� CITY OF ROSEMOUNT
� SCHED A - STREETS
I
� Contract Contract Caapleted This Month Total To Date
i ltem Spec No Description Quantity Units Unit Price Total Price Ouantity Total Quantity Total Price
---- ---•---- ---------------------•-------------- --------- ---------- ------------- ------------- --------- ------------- ----•---- ------------
. 1 2021.501 MOBIL1ZATlON 1 LUMP SUM 1,000.00 1,000.00 0 0.00 1 1,000.00
; 2 2104.501 REMOVE SEWER PIPE (STORM) 201 LIN FT 4.00 804.00 0 0.00 0 0.00
� 3 DIY 11 CLEANUP 1 LUMP SUM 5,000.00 5,000.00 0 0.00 0 0.00
4 2104.SOt REMOVE CURB AND GUTTER 3900 LIN FT 1.50 5,850.00 1500 2�250.00 1500 2,250.00
�
5 2104.503 REMOVE CONCRETE SIDE4ULK 13000 SQ FT 0.40 5,200.00 3000 1,200.00 9500 3,800.00
�6'2104.505 REMOVE CONCRETE ORIVEWAY PAVEMENT 670 SQ 1fD 3.95 2,646.50 0 0.00 350 1,382.50
� T�2104.505 REMOVE BtTUMINOUS PAVEMENT 9500 SQ YD 0.80 7,600.00 4250 3,400.00 9250 7,400.00
' � 2104.509 REMOVE MANHOIE OR CATCH BASIN 4 EACN 165.00 660.00 0 0.00 3 495.00
� 2104.509 REMOVE NANDHOLE 2 EACH 165.00 330.00 0 0.00 0 0.00
10 2104.509 REMOVE LIGHT STANDARD BASE 2 EACN 165.00 330.00 0 0.00 0, 0.00
' 11 2104.511 SAYING CONCRETE PAVEMENT (fULI 300 LIN fT 3.85 1,155.00 0 0.00 0 0.00
DEPTN)
1� 2104.513 SAWINC BIT PAVEMENT (FULL DEPTH) 360 LIN FT 2.00 720.00 0 0.00 0 0.00
, 1� 2105.501 coMMON Exc�vaTioN 1940o cu Yo 3.45 66,930.00 5800 20,010.00 5800 20,010.00
i 14` 2105.521 GRANULAR BORR061 (iV) 20200 CU YD 4.25 85,850.00 5800 24,650.00 5800 24,650.00
, 15 221i.501 AGGREGATE BASE CLASS 5 100% 1000 TON 7.80 ?,800.00 1000 7,800.00 122T 9,570.60
C.R.FOR(TEMP
16 2211.501 AGGREGATE BASE CLASS 5 100X CRUSHED 5000 TON 7.80 39,000.00 0 -0.00 0 0.00
ROCK
' 17 2211.501 AGGREGATE BASE CLASS 1 100X CRUSHED 25 TON 8.50 212.50 0 0.00 0 0.00
ROCK
18 2340.508 TYPE 41 NEARING CWRSE MIXTURE 1230 TON 18.00 22,140.00 0 0.00 0 0.00
19 2340.514 TTPE 31 BASE CWRSE MIXTURE 1800 TON 17.00 30,600.00 0 0,00 0 0.00
20 2341.521 IRREGULAR WlDTH PAVING ' 150 SO YD 9.00 1,350.00 0 0.00 0 0.00
2Y 2357.502 BITUMINOUS M11TER UL FOR TACK COAT 600 GALLON 1.00 b00.00 0 0.00 0 0.00
; 22 0422.602 NOOD RETAINING WALL 120 SQ FT 14.50 1,740.00 0 0.00 0 0.00
; 23 0504.602 ADJUST YALVE BOX 12 EACH 2O0.00 2,400.00 0 0.00 0 0.00
24.; 2506.522 ADJUST fRAME & RING CASTING 16 EACH 250.00 4,000.00 0 0:00 0 0.00
25t252}.501 4u CONCRETE WALK 16500 SQ fT 1.95 32,175.00 0 0.00 0 0.00
26 2531.501 CONCRETE CURB & GUTTER DESIGN 8618 4100 LtN FT 5.45 22,345.00 0 0.00 0 0.00
2T 2531.507 6" CONCRETE DRIVEwAY PAVEMENT 800 SQ YD 23.00 18,400.00 0 0.00 0 f 0.00
28 0563.601 TRAFFtC GONTROL 1 LUMP SUM 9,500.00 4,500.00 0 0.00 1 . 9,500.00
29 2564.531 F8I SiGN PANEIS TrPE C 18.8 So FT 20.00 376.00 0 0.00 0 0.00
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V-0 U C N E R D E T A I L L I S T �
Estimete Voucher Nunber: 2 • Project: 145TH STREET WEST UTILITIES & STREET iMPROVEMENTS Date: AUGUST 4, 1994
OSM Project Nunber: 4438.80 CITY OF ROSEMOUNT PROJ. NO.: 245
for '. S.A.P. 208-103-08
CITY �F ROSEMOUNT
SCNED A - STREETS
Contract Contract Compteted This Mo�th Total To Date
Item Spec No Description Quantity Units Unit Price Total P�ice Gua�tity Total Quentity Total Price
G.
. . ��� �������� .������������������������������������ ��������� ���������� ��.����������� ��������.����� ��������� ������������� ��������� . ������������
3� 0564.603 4" SOLID LYNE WNITE-PAINT 417 LIN FT D.70 291.90 0 0.00 0 0.00
31 0564.603 24" SOLiD L1NE.YELLOW-PAINT 86 LIN PT 2.60 223.60 0 0.00 0 0.00
32 0564.603 36" SOLiD LiNE WHITE-PAINT 54 LIN FT 5.20 280.80 0 0.00 0 0.00"
33-0564.603 4" DOUBLE SOLID LINE YELLON-PAtNT 2100 LIN FT 1.40 2,940.00 0 0.00 0 0.00
34 0565.603 1NSTALL 4° RIGID STEEL CONDUIT 400 LIN FT 7.50 3,000.00 A 0.00 0 0.00
35 2571.SOt SPRUCE,COLORADO BIUE 5� NT B�B 3 TREE 180.00 540.00 0 0.00 0 0.00
36 25Tt.502 ASH,SUMMIT 1.5° CAL e&B 6 TREE 180.00 1,U80.00 0 0.00 0 0.00
37 2571.505 SPIREA,fROEeEI 18�� Nf BR 6 SHRUB 35.00 210.00 0 0.00 0 0.00
38 2575.505 SODDING TYPE LA�lN 10000 SQ YD 2.20 22,000.00 0 0.00 '' 0 0.00
39 25T3.501 BALE CHECK 65 EACH 5.00 325.00 0 0.00 0 0.00
TOTAC SCHED A - STREETS f 407,605.30 S 59,310.00 S 80,058.10
SCHED B - STORM SENER
Contract Contract Campleted This Month Total To Date
Item Spec No Description Quantity Units Unit Price Total Price Duantity Total Guantity Total Price
40 2105.543 STABIlI21NG AGGREGATE 200 TON 9.00 1,800.00 0 0.00 0 0.00
61 2503.541 12" RC PtPE SE11ER DESIGN 3006 CL V 25 LIN fT 20.00 500.00 0 0.00 0 0.00
42 2503.541 15u RC PIPE SE41ER DESIGN 3006 CL Y 742 UN FT 2T.25 15,767.50 0 0.00 0 0.00
43 2503.541 18" RC PIPE SENER DESIGN 3006 CL V 77 LiN FT 23.00 1,771.00 0 0.00 0 0.00
4'�► 2503.541 21" RC PIPE SEWER DESIGN 3006 CL Ili 113 11N PT 25.00 2,825.00 0 0.00 0 0.00
45 2503.541 24" RC PIPE SEWER bESIGN 3006 CL III 425 LiN FT 27.50 11,68T.50 220 6,050.00 220 6,050.00
46 0503.602 CONNECT TO EXISTIN6 MANNOLES 2 EACH 350.00 700.00 0 0.00 0 0.00
47 2506.508 CONSTRUCT MANHOLE DESIGN 4006 3 EACH 765.00 2,295.00 0 0.00 0 0.00
48 2506.508 CONSTRUCT MANNOIE DESIGN 48-4020 5 EACH 950.00 4,750.00 0 0.00 0 0.00
49 2506.509 CONSTRUCT CATCH BASIN (2' X 3� BOX) 8 EACH 700.00 5�600.00 0 0.00 0 0.00
50 2506.509 CONSTRUCT CATCH BASIN DESIGN 48-4020 5 EACN 1,200.00 6,000.00 1 1,200.00 1 1,200.00
TOTAL SCHEO e - STORM SEWER S 53,696.00 S 7,250.00 S 7,250.00
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VOUCHER DETAIL L1ST
EstimAte Voucher Nunber: 2 • Project: 145TH STREET WEST UTILITIES & STREET IMPROYEMENTS Date: AUGUST 4, 1994 �
OSM Project Number. 4438.80 C1TY Of ROSEMOUNT PROJ. NO.: 245
for S.A.P. 208-103-08
CITY OF ROSEMOUNT
SCHEO C - NATERMAIN
Contract Contract Completed This Month Total To Oate
Item Spec No Description Guantity Units Unit Price Total Price Guantity Totel Ouantity Total Price
51' 2104.501 REMOYE WATER MA1N 160 LIN FT 3.00 480.00 0 0.00 0 0.00
52 2104.523 SALVAGE NYDRANT 4 EACH 250.00 1,000.00 3 750.00 3 750.00
53 0504.602 CUT-IN 6" GATE YALVE AND BOX 3 EACH 1,050.00 3,150.00 0 0.00 0 0.00
54 0504.602 CUT-1N 8" GATE VALVE 2 EACN 1,160.00 2,320.00 0 0.00 0 0.00
5S 0504.602 CUT-IN 12" GATE VALVE 1 EACH 1,500.00 1,500.00 0 0.00 0 0.00
56 0504.602 CONNEGT TO EXiSTiNG WATER MAIN ' 7 EACN 630.00 4,410.00 7 4,410.00 7 4,410.00
5T 0504.602 HYDRANT 4 EACH 1,350.00 5,400.00 2 2,700.00 3 4,050.00
58 0504.602 1" CORPatAT10N STOP 40 EACN 65.00 2,600.00 21 1,365.00 21 1,365.00
59 0504.602 6" GATE VALVE AND BOX 7 EACH 450.00 3,150.00 0 0.00 Z 900.00
60 0504.602 12° GATE VALVE ANO BOX 3 EACH 910.00 2,730.00 0 0.00 1 910.00
6t 0504.602 1" CURB STOP & BOX 41 EACH 120.00 4,920.00 21 2,520.00 21 2,520.00
62 0504.603 LOWER WATERMAIN 45 U N PT 25.00 1,125.00 0 0.00 0 0.00
63 0504.603 1�' TYPE K COPPER PIPE 1650 lIN fT 10.00 16,500.00 600 6,000.00 600 6,000.00
64 0504.603 6" WATER MAIN-DUC7 1RON CL 52 370 LIN FT 16.60 6,142.00 20 332.00 40 664.00
65 0504.603 12° WATER MA1N-DUCT IRON CL 50 1935 L1N FT 25.50 49,342.50 700 17,850.00 1415 36,082.50
66 0504.605 4" POLYSTYRENE INSULATION TO SQ YD 14.50 1,015.00 0 0.00 0 d.00
6T 0504.620 DUCTILE IRON fITTINGS 4100 POUND 2.00 $,200.00 0 0.00 0 0.00
68 DIV II EXPLORATORY EXCAVATION` 15 EACN 225.00 3,375.00 0 0.00 0 0.00
TOTAL SCNED C - WATERMAIN ' f 117,359.50 f 35,927.00 S 57,651.50
$ t
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� The O.H.W. level of the basin is based on the average reduced elevation of the 6 best trecs of the
7 which we documented(oak, elm, cottonwood, red pine, and white pine). We also recorded a
distinct stainline at 898.2, a recent washline at 898.1, and a toe in the lake at 895.5.
� 1 ca d neaz the storm sewer inlet on the SE side of the basin. The
We also tied in a lake gauge o te
bottom of the gauge reads 898.00, and the top rea.ds 9a4.00. Our elevation at the bottom of the
,� gauge was 897.91.
In conjunction with our work on Basin 19-224W we also obtained these elevations:
� .
Water level, Long Lake(19-22) 902.31
Present runout of Long Lake (on rocks 11'upstream of box
� culvert under C.S.A.H. 31) 9�2•2
Water level, Farquar Lake�(19-23) 898.17
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DRAINAGE PLAN UPDATE
SHANNON OAKS DISTRICT
_�. CITY OF ROSEM4UNr
� EXECUTIVE SUMMARY
The purpose of the Shannon Oaks District Drainage Plan Update was to review the existing
'_ � drainage Plan for the Shannon Oaks District and to develop a plan for providing flood
� protection at Ponds SHA 75, SHA 73A and SHA 73B.
�_ The results of the Draina e Plan U d
, � g p ate mdicate that m the exist�ng development condition
! the critical 100-year event would produce a high water level (HWL) in Pond SHA 75 of
� � 918.4 and in Ponds SHA 73A and SHA. 73B of 938.6. As development in the Drainage
District occurs, these HWL's will increase. These elevations are unacceptable because of
€ the flooding that will occur at Pond SHA 75 (existing house elevation 917.5) and at Ponds
� "� SHA 73A and SHA 73B (yard areas flooded).
;
...�
Several alternatives were analyzed for providing flood protection of Ponds SHA 75, SHA
,� � 73A and SHA 73B. Alternative 2 is the recommended alternative, which consists of
. lowering the ditch outlet and culvert at Pond SHA 73B, installing an equalizer culvert
between Ponds SHA 73A and SHA 73B and constructing a lift station and farcemain system
� , capable of pumping 2 cfs at Pond SHA 75.
. �
The total estimated project cost for Alternative 2 is $307,200 (does not include easement
� � acquisition costs).
The cost of the project is proposed to be recovered through the Storm Water Utility Fund.
�' Construction could begin in the spring of 1994 with completion in the summer of 1994.
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�--
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�w -�-
. FIGUftE 4
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- Orr
Schelen 300 Park Place Center 612-595-5775
� btayeron& 5775�vayzata Boulevard 1-800-753-5775
tLS,sociates,[nc. Mtnneapohs.A-W 55416-1228 FAX 595-5773
�
� TO: Bud Osmundson
City Engineer, City of Rosemount
� FI�ON1: Peter R Willenbring, P.E. ����S .
OSM & Associates, Inc. ��
:� DATE: December 28, 1993
� SIT�JECT: Information Concerning Impacts of Limiting Discharge Rate from the SHA
District and BIR District to 2 cfs
OSM Project No. 4942.20
�
� As re ue v m le e h r 1 �ic anal is of the drainaae areas within
q sted, we ha e eo p t d a yd o oa ys a
Rosemount that are tributary to Farquar Lake in Apple Valley. This includes the
� drainage areas referred to as the SHA and BIR Districts in the City of Rosemount
Drainage Plan.
� 3'he hydrologic analysis that was completed predicts stormwater run-off vQlumes
generated from these two drainage districts under ultimate development conditions for
rainfall events having a 1, 10 and 100-year return frequency, and 1, 5, and 10-day
� durations. The number of inches of rainfall occurring during these events, the run-off
volumes generated, the storage required, and the time to drain for pumpina rates of 2, 4,
8, 16, 24 and 30 cfs is provided on the attached table. Similar information is provided
� for a 100-year 10 day snowmelt event.
� Based on the data shown on this table, the following observations are made given the
maximum pumping rate is limited to 2 cfs:
�' 1. In a typical year, 3.86" of rain should occur over a 10-day period. This will
generate 117 acre feet of run-off, will require 77 acre feet of storage, and water
elevations within the basins will not be able to return to normal for at least 29
� days. (This assumes no rainfall occurs during the 19 days following this event).
2. For any given year, there is a 1 in 10 chance that 6.72" of rainfall will occur over
� a 10-day period, 264 acre feet of water need to be stored, and it will take at least
76 days for water to be pumped back down to normal water ele�ations provided
no additional rainfall occurs in the foilowing 66 days.
�
. FIGURE 5
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Mr. Bud Osmundson
December 28, 1993
� Page 2
� 3. For a given year, there is a 1 in 100 chance that 9.1" of rainfall will occur over a
10-day perio�i. This will require 438 acre feet of storage and it will take
approximately 119 days {4 months) for water to be pump�d back down to normal
� water elevations provided no additional rainfall occurs in the following 110 days.
� 4. There is also a 1 in 100 chance that in any given year, a 10-day snowmelt will
occur during which time 560 acre feet of run-off will be generated in a 10-day
period. Based on a 2 cfs pumping rate, it r��ill take 150 days (5 months) to bring
� water elevations�back to normal assuming no additional precipitation occurs for
the next 140 days.
� The attached table provides similar information on time to drain and storage required if
the pumping rate to Farquar Lake was increased to 4, 8, 16,24, or 30 cfs. As can be
observed from this table, time to drain begins working its way down to about a 30-day
� period when the pumping rate is maintained at 8 cfs. This would assume that no
additional precipitation would occur for between 20 and 30 days fallowing these rainfall
or run-off events. It is further noted that between 300 and 400 acre feet of storage
� would be required during this period of time. A more reasonable average discharge rate
would be that associated with the 16 cfs outlet scenario. This would reduce the draw
down time to about 15 to 20 days and would reduce the amount of storage required by
� approximately 100 acre feet. It is also noted, that the 16 cfs scenario reduces the critical
duration storm from a 10-day to a 5-day event if you do not consider the snowmelt
� occurrence. •
Based on the above information, a discharge rate of $-16 cfs from this drainage system
would be considered a reasonable stQrmwate management scenaria This discharge rate
� scenario will still require between'2�0_and 4�0 acre feet for storage to be available in the
downstream basins of t�e Shannon and Birger Drainage Districts. These basins currently
� provide�344 acre feet � the Birger Pond is at its high water elevation of 900, and the
Shannon Basin is at its high water elevation of 915.5. I� the Birger Pond elevation
reaches 903, 445 acre feet of storage is available. Limiting the discharge rate to 2 cfs
� will likely result in steadily increasing water elevations for a year or more on the average
of once every 5 to 10 years.
� If you have any questions concerning this information, please do not hesitate to contact
me at 595-5767.
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Attachment
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� N:�[ASRVR\8! WK[FR PR M�1/0S 4�12?880
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CIN OF ROSEMOUNT
RUN-OFF VOLUME iNFORMATION FOR THE COMBINfD SHANN�N AND BIRGER
DRAINAGE DISTRICTS
Rolntall Event Inchas sat Run-otf Rays to; Storpge �qys,tQ Sf�s►qge [�says t� ;Stcxc�e DC�ys?a Sfor�a�e C)ay�4o St�rc�ge f�aystt� Sf�rq� ESpys tp, SEorage,
(Retum Frequency• Rain . �Volurrie Drain� ' Req ; t�ain� Req prafn� �Req C�rai�r�D f#eq thatra� i R�q '' C�t'cairt�D l�a� prciin�9 �Req, .;
DuiatioN ' Ac:Ft. 2 cfs Aa FfR 4 cfs Ac�Ft „.18�fs ::A�,ft '; �1�1 cf3 . A�-Et.. T6�� ��.F# :; '�Q�t��� .h�.^� ..�b;�� Ac•Ft,
1 Yr.-24 Hour 2.26 36 9 32 5 28 2 20 2 16 1 4 - -
t Yi.-5 Da 3.l9 80 20 50 10 40 5 - 4 3 - - -
1 Yr.-10 Da 3.86 117 29 77 16 37 8 - 6 - 4 - -
10-Yr.-2A Hour 4.08 130 33 126 i 7 122 8 114 7 110 4 98 2J 82 2.1 JO
10-Yr.-5 Da 5.55 224 56 204 28 184 14 144 11 124 7 64 0 0 0 0
10-Yr.-10 Da 6J2 304 76 264 38 224 19 144 15 104 10 0 0 0 0 0
100 Yc-24 Hour 5.76 237 60 233 30 719 15 221 12 197 8 205 5 189 4 177
100 Yc-5 Do 7.63 370 92 350 46 330 23 290 19 270 12 210 1.5 130 1.2 70
100 Yr.-10 Da 9.1 478 119 438 59 398 30 318 24 278 15 158 - - - -
100 Yr.-10 Day bpp 150 560 75 480 38 440 30 4�0 19 280 120 - -
Snowmedt
'7.2'Run-off over 10 day period(.72'/Day)
- Time requlred to draln Is less than ihe duration of the storm.
OSM ProJ.#4942.20
� ��
� T A B L E 1
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� DRAINAGE REQUIREMENTS
� BIRGER POND DISTRICT
�
� �� 100•Year
!I
Su6watershed Orainage Normal Peak Peak Storage Low Fioor
�� Area flevation Elevation Discharge Volume Building
! (acres) (ft) (tt) (cis) (ac-ft) Elevation
� t
�j BfR1�8 10.� 958.1 959.6 2.8 1.5 96i.6
BIR149 A2.6 9�6.0 95�.7 ii 5.8 956.7
� ; BIR147 30.8 -- -- 100 -
�, BIR145 16.3 .. 67 _. ..
BIR146 167.9 924.6 �93�.4 12 41 936.4 `
� B1R135 13.9 " •• 41 -- ..
� 81 R131 32.S 946.3 952.5 9.3 6.7 95�.5
81R138 7.1 935.0 938.2 6.7 2.9 940.2
BIR139s 18.6 899.5 904.3` 5.5 6.2 904.3
� B I R136 29.2 928..4 931.1 5.3 �.9 933.1
�
BIR140 56.3 -- -- 240 -- --
� BIRld4 21.1 920.3 923.6 6./ 2.9 425.6
� BIR1436 13.5 916.0 918.8 5.4 1.8 920.8
BIR143A• 21.6 800.0 90).5' 30 2.1 909.5
BIR142` 78.6 888.3 90/.3` 0 270 909.3
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2319132/ROSEDP.WP/PLS
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TABLE 2
� B/RGER POND Ot1TLFT STU�Y
ALTERNAT/VE"AA
� PREL/M/NARY COST ESTIMATE
LfFf STATION&APPURT. LS 1 S170,000 $170.000
� fOR EM
C AIN
lbu PVC LF 83(�C) S30 5249,000
� GRAVtiY UNE
]5"RCP LF 3200 S25 580.000
� MH'S&OUTLET EA 9 S1,500 513,5�
RESTORATION
� STREET LS 1 S60.fl00 S60,000
DRIVEWAYS LS 1 $5,000 $5,�0
TURF LS 1 S80.0� 580,0�
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SUBTOTAL $658,000
159G CONTINGENCIES Sqq,ppp
� SUBTOTAL S757,�0
30%ENGINEERING, LEGAL,&ADMINISTRATIO $227,OOp
SUBTOTAI $984,000
� EASEMENTS TEMPORARY ' AC 1.5 S20,000 S30,000
PERMANENT AC 0 S25,�0 SO
� SUBTOTAL S30.000
ALTERNATIVE"A"TOTAL PROJECT COST S 1.014,000
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TABLE 3
� B/RGER POND OUTLET STUDY
ALTERNATIVE"8"
� PREUM/NARY COSl ESTtMATE
LIFT STATION &APPURT. LS T S210,000 $210,000
� MODIFY A.V.LIFT STATION LS 1 $45,000 $45,�
� FORCEMAIN
16"PVC LF 38� 540 $152.0�
� GRAVITY LINE
15"RCP !.F 330 $25 S8,250
18°RCP LF 25� S3� $75,(�0 '
21"RCP LF 1730 $40 S69,200
� 24"RCP LF 1150 S55 $63;250
MH'S LF 200 $200 $40,�0
� APRON W/RIPRAP EA 3 $2.000 $6,000
RESTORATION/ESMTS
� STREET LS 1 $48,000 $48,(�0
TURF LS 1 $58.000 S58.000
MISC. LS i S20.000 S20,000
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SUBTOTRL S794,7�
15%CONTINGENCIES 5119,000
� SUBTOTAL S914,000
30`�ENGINEERING, LEGAL,&ADMINISTRATION $274,E�0
SUBTOTAL S 1,188,000
� EASEMENT
S TEMPORARY AC 2A $20,000 540,000
PERMANENT AC 0.2 S25,OQ0 S5,000
� SUBTOTAL $45.�0
ALTERNATIVE"B"TOTAL PROJECT COS $1,233,�0
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� TABLE 4
� B/RGER POND OUTtET STUDY
ALTERNATIVE"C"
� PREL/M/NARY COST EST/MATE
SEGMENT 1 BIRGER TO DALY
LIFT STATION &APPURT. LS 1 $300,000 $300,000
� FORCEMAW 16"PVC LF 44� $40 5176,000
� GRAVIN LINE 21"RCP LF 2000 $30 $6p,p�
MH'S&OUTLET EA 7 $2,000 $14,000
� RESTORATION
STREET LS 1 $136,000 $136,�0
DRIVEWAYS LS 1 $7,5Q0 $7,500
� TURF LS 1 $28,500 S28,500
SEGMENT 1 -TOTAL CONSTRUCTION COSTS 5722000
� 1596 CONTINGENCIES 5108,000
SUBTOTAI $g,3p,p�
30%ENGINEERING, LEGAL,&ADMINISTRATI�N $249,000
SUBTOTAL $1,079,000
�
EASEMENTS TEMPORARY AC 3 $20,000 $60,000
PERMANENT AC 2.40 $25,�0 560,000
� SUBTOTAL $120,000
SEGMENT 1 -TOTAL PROJECT COSTS $1,199,0�
� SEGMENT 2
DALY TO ROSE (FM/LS)
LIFT STATION &APPURT. LS 1 $250,(�0 $250,000
� fORCEMAIN 18"PVC LF 3300 45 148 500
S S ,
18"PVC JACKED 1� S200 520,000
� GRAVITY LINE 21" RCP LF lb� $35 S56,000
MH'S&OUTLET EA 5 $2000 510,000
� RESTORATION
STREET LS 1 $50,000 550,000
TURF LS 1 S22000 $22,000
� SEGMENT 2-TOTAI CONSTRUCTION COSTS S556,500
15%CONTINGENCIES $83,000
� SUBTOTAL 5640,000
30�ENGINEERING, LEGAL.&ADMINISTRATION $192,0�
SUBTOTAI S832,0�
� EASEMENTS TEMPORARY AC 1.8 $20,OQ0 S36,000
PERMANENT AC 0.8 525,�0 $20,OOQ
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V O U C H E R D E T A I L L I S T
Estimate Voucher Number: 2 Project: 145TH STREET WEST UTILITIES & STREET IMPROVEMENTS Date: AUGUST 4, 1994 -
OSM Project Nunber: 4438.80 CITY OF ROSEMWNT PROJ. NO.: 245
for S.A.P. 208-103-08
CiTY OF ROSEMOUNT
SCNED D - SANITARY SEWER
Contract Contrect Compteted This Month Totat To Date
Item,Spec No Description Quantity Units Unit Price Totat Price Quantity Total Quantity Total Price
69 2105.543 STABILIZING AGGREGATE 200 TON 8.50 1,T00.00 12 102.00 24 204.00
TO 2503.511 4° PVC PIPE SEWER 1600 ltN fT 10.00 16,000.00 700 7,000.00 814 8,140.00
71 2503.511 8u PVC PIPE SEWER SOR 35 1539 LiN FT 17.00 26,163.00 700 11�900.00 1463 24,8T1.00
72 2503.511 10" PVC PIPE SEWER SDR 35 385 LIN FT 19.00 7,315.00 0 0.00 322 6,118.00
73 2503.511 10" PVC PIPE SEb1ER DR 18 70 liN FT 24.00 1,680.00 0 0.00 70 1,680.00
74 0503.602 GONNEGT TO EXISTING SANITARY SEWER 2 EACH 300.00 600.00 0 0.00 2 600.00
75 0503.602 CONSTRUCT OUTSIDE DROP 1 EACN 1,100.00 1,100.00 0 0.00 1 1,100.00
76 0503.602 CONNEGT TO EXISTING MANHOLES 2 EACH 575.00 1,150.00 2 1,150.00 2 1,150.00
T7 0503.602 8°X4° PVC NYE 42 EACH 40.00 1,680.00 26 1,040.00 42 1,660.00
78 0503.602 10"X4" PVC NYE 5 EACH 65.00 325.00 0 0:00 5 325.00
79'D1V 1! 4� DIA MANHOLE (0-10�) 6 EACN 1,150.00 6,900.00 3 3,450.00 b 6,900.00
80 DIV Ii EXCESS DEPTH 4.08 LIN FT 40.00 367.20 0 0.00 2 180.00
81 2104.509 REMOVE MANHOLE 5 EACH t50.00 750.00 0 0.00 4 600.00
TOTAL SCNED D - SANITARY SEWER S 65,T30.20 f 24,642.00 S 53,548.00
,,,
SCHED E - MISCEILANEOUS ITEMS (fURNISH ONIY)
Contract Contract Completed This Montb Total To Date
Item Spec No Description Quantity Units Unit Price Total Price Duantity Total Guantity Total P�ice
8 0504.602 NYDRANT 1 EACN 1,025.00 1,025.00 0 0.00 0 0.00
8� 0504.b02 6N WATER GATE VALVE 2 EACN 215.00 430.00 0 0.00 0 0.00
84 0504.602 12° WATER GATE VALVE 1 EACH 650,00 650.00 0 0.00 0 0.00
85 2506.516 CASTING ASSEMBLIES TYPE "A° 2 EACH 145.00 290.00 0 0.00 0 0.00
86 2506.516 CASTING ASSEMBLIES TYPE "e'� 1 EACN 220.OU 220.00 0 0.00 0 0.00
TOTAL SCHED E - MISCELLANEOUS [TEMS (fURNISH ONLY) S 2,615.00 t 0.00 S 0.00
. . . . . . .. � _ne_na__=aee=__eea_a �aae�sao��sax_sax�_a . � ---�xxsssszasasamsx .
GRAND TOTAL E 647,006.00 S 127,129.00 S 198,SO7.b0
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