HomeMy WebLinkAboutRES.1210.11-04-1996 BILL NO. 96-306 RESOLUTION NO. �`��,'�
A RESOLUTION AUTHORIZING THE CITY MANAGER TO
EXECUTE AN AGREEMENT P.R. DEVELOPERS, INC. ,
FOR THE SLOAN CREEK COMBINED SANITARY OVERFLOW
SEWER PROJECT
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CAPE GIRARDEAU,
MISSOURI, AS FOLLOWS:
ARTICLE 1. The City Manager, for and on behalf of the City of
Cape Girardeau, Missouri, is hereby authorized to execute an
Agreement with P.R. Developers, Inc. , for the Sloan Creek Combined
Sanitary Overflow Sewer Project. A copy of said Agreement is
attached to this Resolution and made a part hereof.
PASSED AND ADOPTED THIS "���1 x.':':" DAY OF ? ;,,,� rtE'�r)s..` `C �� �� � 19 `` ���'
/
I �.
A. M. Spradling, III, M r
ATTEST:
r t i_., c ,. �.�;;�.
Gayle;,�L Conrsad
Deputy City Clerk
13328 SANITARY SEWER IMPROVEMENT PROGRAM
SLOAN CREEK CSO SEWER
CITY OF CAPE GIRARDEAU
AGREEMENT
THIS AGREEMENT is dated as of the day of in the
year 19 by and between CITY OF CAPE GIRARDEAU, MISSOURI
(hereinafter called OWNER) and
PR DEVELOPERS , INC.
(hereinafter called CONTRACTOR) .
OWNER and CONTRACTOR, in consideration of the mutual covenants
hereinafter set forth, agree as follows:
ARTICLE 1. WORK.
CONTRACTOR shall complete all Work as specified or indicated in the
Contract Documents. The work is generally described as follows:
The Work consists of installing of 8-inch sanitary sewer pipe
and 15-inch storm sewer pipe. The work also includes clearing
and grubbing, seeding, removal and replacement of pavement and
sidewalk, abandoning existing pipes, constructing manholes and
inlets, and reconnecting building laterals.
The Project for which the Work under the Contract Documents may be
the whole or only a part is generally described as follows:
SLOAN CREEK CSO SEWER
ARTICLE 2 . ENGINEER.
The Project has been designed by Sverdrup Civil, Inc. who is
hereinafter called ENGINEER and will act as OWNER' S Representative,
assume all duties and responsibilities and have the rights and
authority assigned to ENGINEER in the Contract Documents in
connection with completion of the Work in accordance with the
Contract Documents.
ARTICLE 3 . CONTRACT TIME.
3 . 1 The Work will be substantially completed within 150 calendar
days from the date when the Contract Time commences to run as
provided in Paragraph 2 . 3 of the General Conditions, and completed
and ready for final payment in accordance with Paragraph 14 . 13 of the
General Conditions within 180 calendar days from the date when the
Contract Time commences to run.
3 . 2 Liquidated Damages. OWNER and CONTRACTOR recognize that time
is of the essence of this Agreement and that OWNER will suffer
financial loss if the Work is not completed within the times
specified in Paragraph 3 . 1 above, plus any extensions thereof allowed
in accordance with Article 12 of the General Conditions. They also
00500 - 1 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
SLOAN CREEK CSO SEWER
CITY OF CAPE GIRARDEAU
recognize the delays, expense and difficulties involved in proving in
a legal proceeding the actual loss suffered by OWNER if the Work is
not completed on time. Accordingly, instead of requiring any such
proof, OWNER and CONTRACTOR agree that as liquidated damages for
delay (but not as a penalty) CONTRACTOR shall pay OWNER Five Hundred
Dollars ($500. 00) for each day that expires after the time specified
in Paragraph 3 . 1 for Substantial Completion until the Work is
substantially complete. Such amount being based on penalties to be
assessed by the Federal Government and on excess engineering fees.
After Substantial Completion if CONTRACTOR shall neglect, refuse or
fail to complete the remaining Work within the Contract Time or any
proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER
Two Hundred Dollars ($200. 00) for each day that expires after the
time specified in Paragraph 3 . 1 for completion and readiness for
final payment. Such amount being based on excess engineering fees.
ARTICLE 4 . CONTRACT PRICE.
OWNER shall pay CONTRACTOR for completion of the Work in accordance
with the Contract Documents. Total of all unit and lump sum prices.
One Hundred Seventv-Four Thousand Five Hundred Seventv-Six Dollars
anc3 Nn C Pnt� ( $1 74 57h 00 )
ARTICLE 5. CHANGES IN THE WORK.
The amount of any increases or decreases in the Contract Price which
results from a Change Order shall be set forth in the applicable
Change Order.
ARTICLE 6 . PAYMENT PROCEDURES.
CONTRACTOR shall submit Applications for Payment in accordance with
Article 14 of the General Conditions. Applications for Payment will
be processed by ENGINEER as provided in the General Conditions.
6. 1 Progress Payments. OWNER shall make progress payments on
account of the Contract Price on the basis of CONTRACTOR' s
Applications for Payment as recommended by ENGINEER, on or about the
last day of each month during construction as provided below. All
progress payments will be on the basis of the number of units
completed.
6. 1. 1 Prior to Substantial Completion, progress payments will be
made, less the aggregate of payments previously made and less such
amounts as ENGINEER shall determine, or OWNER may withhold, in
accordance with Paragraph 14 .7 of the General Conditions; less a
retained amount in accordance with the following schedule:
6. 1. 1. 1 10 percent until the Work is 50 percent complete as
determined by the ENGINEER.
00500 - 2 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
SLOAN CREEK CSO SEWER
CITY OF CAPE� GIRA.RDEAU
6. 1. 1. 2 5 percent after the Work is 50 percent complete as
determined by the ENGINEER and if the character and progress
of the Work have been satisfactory to OWNER and ENGINEER.
6. 1. 2 Upon Substantial Completion, in an amount sufficient to
increase the total payments to CONTRACTOR to 100 percent of the
Contract Price, less such amounts as ENGINEER determines is
necessary to assure final completion of the Work, or OWNER may
withhold in accordance with Paragraph 14 . 7 of the General
Conditions.
6.2 Final Payment. Upon final completion and acceptance of the
Work in accordance with Paragraph 14. 13 of the General Conditions,
OWNER shall pay the remainder of the Contract Price as recommended by
ENGINEER as provided in said Paragraph 14 . 13 .
ARTICLE 7. INTEREST.
If the OWNER fails to make payment thirty (30) days after approval by
the ENGINEER, in addition to other remedies available to the
CONTRACTOR, then shall be added to each such payment interest at the
maximum legal rate commencing on the first day after said payment is
due and continuing until the payment is received by the CONTRACTOR.
The legal rate of interest shall be as specified in Section 34 . 057
RSMo. (Supp. 1991) .
ARTICLE 8 . CONTRACTOR'S REPRESENTATIONS.
In order to induce OWNER to enter into this Agreement, CONTRACTOR
makes the following representations:
8 . 1 CONTRACTOR has familiarized itself with the nature and extent
of the Contract Documents, Work, site, locality, and all local
conditions and Laws and Regulations that in any manner may affect
cost, progress, performance or furnishing of the Work.
8 . 2 CONTRACTOR has studied carefully all reports of explorations
and tests of subsurface conditions which are identified in the
Supplementary Conditions as provided in Paragraph 4 . 2 of the General
Conditions.
8 . 3 CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such
examinations, investigations, e�cplorations, tests, reports and
studies (in addition to or to supplement those referred to in
Paragraph 8 . 2 above) which pertain to the subsurface or physical
conditions at or contiguous to the site or otherwise may affect the
cost, progress, performance or furnishing of the Work as CONTRACTOR
considers necessary for the performance or furnishing of the Work at
the Contract Price, within the Contract Time and in accordance with
the other terms and conditions of the Contract Documents, including
specifically the provisions of Paragraph 4 . 2 of the General
Conditions; and no additional examinations, investigations,
00500 - 3 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
SLOAN CREEK CSO SEWER
CITY OF CAPE GIRARDEAU
explorations, tests, reports, studies or similar information or data
are or will be required by CONTRACTOR for such purposes.
8. 4 CONTRACTOR has reviewed and checked all information and data
shown or indicated on the Contract Documents with respect to existing
Underground Facilities at or contiguous to the site and assumes
responsibility for the accurate location of said Underground
Facilities. No additional examinations, investigations, explorations,
tests, reports, studies or similar information or data in respect of
said Underground Facilities are or will be required by CONTRACTOR in
order to perform and furnish the Work at the Contract Price, within
the Contract Time and in accordance with the other terms and
conditions of the Contract Documents, including specifically the
provisions of Paragraph 4 . 3 of the General Conditions.
8 .5 CONTRACTOR has correlated the results of all such
observations, examinations, investigations, explorations, tests,
reports and studies with the terms and conditions of the Contract
Documents. �
8 . 6 CONTRACTOR has given ENGINEER written notice of all conflicts,
errors or discrepancies that he has discovered in the Contract
Documents and the written resolution thereof by ENGINEER is
acceptable to CONTRACTOR.
ARTICLE 9 . CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire agreement between
OWNER and CONTRACTOR concerning the Work consist of the following:
9. 1 This Agreement
9 . 2 Exhibits to this Agreement
9. 3 Performance and Payment Bonds
9 . 4 Notice of Award
9 . 5 General Conditions
9 . 6 Supplementary Conditions
9 . 7 Specifications bearing the title, "Volume l, Sloan Creek CSO
Sewer Bidding and Contract Documents for Sanitary Sewer Improvement
Program, City of Cape Girardeau, Missouri"
9 . 8 Specifications bearing the title, "Volume 2 Master
Specifications for Phase II Projects Sanitary Sewer Improvement
Program, City of Cape Girardeau, Missouri"
9. 9 Drawings with each sheet bearing the title, "Sanitary Sewer
Improvement Program Phase II, Sloan Creek CSO Sewer, City of Cape
Girardeau"
00500 - 4 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
SLOAN CREEK CSO SEWER
CITY OF CAPE GIRARDEAU
9 . 10 Addenda numbers nne to one , inclusive
9 . 11 CONTRACTOR's Bid
9. 12 Invitation to Bid
9 . 13 Instruction to Bidders
9. 14 Applicable Regulatory requirements
9 . 15 The following which may be delivered or issued after the
Effective Date of the Agreement and are not attached hereto: All
Written Amendments and other documents amending, modifying or
supplementing the Contract Documents pursuant to Paragraphs 3 .5 and
3 . 6 of the General Conditions.
9 . 16 The documents listed in Paragraphs 9 . 2 et. seq. above are
attached to this Agreement (except as expressly noted otherwise
above) and all are incorporated by reference in this Agreement.
There are no Contract Documents other than those listed above in this
Article 9. The Contract Documents may only be amended, modified or
supplemented as provided in Paragraphs 3 . 5 and 3 . 6 of the General
Conditions.
ARTICLE 10. MISCELLANEOUS.
10. 1 Terms used in this Agreement which are defined in Article 1 of
the General Conditions will have the meanings indicated in the
General Conditions.
10. 2 No assignment by a party hereto of any rights under or
interests in the Contract Documents will be binding on another party
hereto without the written consent of the party sought to be bound;
and specifically but without limitation moneys that may become due
and moneys that are due may not be assigned without such consent
(except to the extent that the effect of this restriction may be
limited by law) , and unless specifically stated to the contrary in
any written consent to an assignment, no assignment will release or
discharge the assignor from any duty or responsibility under the
Contract Documents.
10. 3 OWNER and CONTRACTOR each binds itself, its partners,
successors, assigns and legal representatives to the other party
hereto, its partners, successors, assigns and legal representatives
in respect to all covenants, agreements and obligations contained in
the Contract Documents.
ARTICLE 11. NON-DISCRIMINATION IN EMPLOYMENT.
11. 1 CONTRACTOR will not discriminate against any employee or
applicant for employment because of race, creed, color, or national
origin. The CONTRACTOR will take affirmative action to ensure that
00500 - 5 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
SLOAN CREEK CSO SEWER
CITY OF CAPE GIRARDEAU
applicants are employed, and that employees are treated during
employment, without regard to their race, creed, color or national
origin. Such action shall include, but not be limited to, the
following: employment, upgrading, demotion, or transfer; recruitment
or recruitment advertising; layoff or termination; rates of pay or
other forms of compensation; and selection for training, including
apprenticeship.
11. 2 CONTRACTOR will post in conspicuous places, available to
employees and applicants for employment, notices setting forth the
provisions of this non-discrimination clause.
11. 2 . 1 CONTRACTOR will, in all solicitations or
advertisements for employees placed by or on behalf of the
CONTRACTOR, state that all qualified applicants will receive
consideration for employment without regard to race, creed,
color, or national origin.
11. 2 . 2 CONTRACTOR will send to each labor union or
representative of workers with which he has a collective
bargaining agreement or other contract or understanding, a
notice, to be provided by the agency contracting officer,
advising the labor union or workers ' representative of the
CONTRACTOR's commitments under Section 202 of Executive Order
No. 11246 of September 24, 1965, and shall post copies of the
notice in conspicuous places available to employees and
applicants for employment.
11. 2 . 3 CONTRACTOR will comply with all provisions of
Executive Order No. 11246 of September 24, 1965, and of the
rules, regulations, and relevant orders of the Secretary of
Labor.
� 11.2 . 4 CONTRACTOR will furnish all information and reports
required by Executive Order No. 11246 of September 24 , 1965,
and by the rules, regulations, and orders of the Secretary of
Labor, or pursuant thereto, and will permit access to his
books, records, and accounts by the contracting agency and the
Secretary of Labor for purposes of investigation to ascertain
compliance with such rules, regulations, and orders.
11. 2. 5 In the event of the CONTRACTOR' s non-compliance with
the non-discrimination clauses of this Contract or with any of
such rules, regulations, or orders, this Contract may be
cancelled, terminated or suspended in whole or in part and the
CONTRACTOR may be declared ineligible for further Government
contracts in accordance with procedures authorized in
Executive Order No. 11246 of September 24 , 1965, and such
other sanctions may be imposed and remedies involved as
provided in Executive Order No. 11246 of September 24 , 1965,
or by rule, regulation, or order of the Secretary of Labor, or
as otherwise provided by law.
00500 - 6 AGREEMENT
• b
13328 SANITARY SEWER IMPROVEMENT PROGRAM
SLOAN CREEK CSO SEWER
CITY OF CAPE GIRARDEAU
11.2 .6 CONTRACTOR will include the provisions of Article 11
in every subcontract or purchase order unless exempted by
rules, regulations, or orders of the Secretary of Labor issued
pursuant to Section 204 of Executive Order No. 11246 of
September 24, 1965, so that such provisions will be bindinq
upon each subcontractor or vendor. The CONTRACTOR will take
such action with respect to any subcontract or purchase order
as the .contracting agency may direct as a means of enforcing
such provisions including sanctions for non-compliance:
Provided, however, that in the event the CONTRACTOR becomes
involved in, or is threatened with, litigation with a
subcontractor or vendor as a result of such direction by the
contracting agency, the CONTRACTOR may request the United
States to enter into such litigation to protect the interests
of the United States.
00500 - 7 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
SLOAN CREEK CSO SEWER
CITY OF CAPE GIRARDEAU
IN WITNESS WHEREOF, OWNER and CONTRACTOR hereto have caused this
Instrument to be executed in six (6) original counterparts as of the
day and year first above written.
(Seal) CITY OF CAPE GIRARDEAU, MISSOURI
ATTEST: (Owner)
By
(Secretary)
Michael G. Miller
C'TTV MANAC;F'R
(Witness) (Title)
(Seal)
PR DEVELOPERS, INC .
(Contractor)
By
(Secretary) P. Mitchell Parris
PRF.�T1lF.NT
(Witness) (Title)
4437 State Hwy. K
�=P C,i rar�3Pai� �MO Fi3701
(Address and Zip Code)
573-334-0001
(Telephone Number)
NOTE: Secretary of the Owner should attest. If Contractor is a
corporation, Secretary should attest.
END OF SECTION 00500
U0500 - 8 AGREEMENT
CHANGE ORDER
(Insiructions on revcrse side) No. X-O]
PROJECT Sloan Creek CSO Sewer
Sanitarv Sewer Improvement Program
DATE OF ISSUANCE EFFECTIVE DATE
OWNER Citv of Ca�e Girardeau,Missouri
OWNER's Contract No. 3524 Sloan Creek CSO Sewer
CONTRACTOR_ P R Developers Inc. ENGINEER_ Sverdrup Civil L�c.
You are directed to mal:e the following changes in the Contract Documents.
Description:Increase the Contract Price in accordance with the attached list of deletions and additions.
Reason for Change Order: Changes in Contract Price due to actual quantities of work performed/units constructed.
Over-Excavation and granular backfill was ordered to stabilize and support in-site rubbish fill encountered during sewer
trench excavation.
Attachments: (I,ist documents supporting change)List of deletions and additions,Work Change Directive No.X-O 1
and Field Orders(Numbers X-01 throu�h X-03).
CF�ANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
Original Contract Price Original Contract Times
� 174,576.00 Substantial Completion: June 20, 1997
Ready for final payment: Julv 20, 1997
da s or datcs
Net changes from previous Change Orders No._to No._ Net change from previous Change Orders No._to No.
� -�- -0-
days
Contract Price prior to this Change Order Contract Times prior to this Change Order
$_ 174,576.00 Substanlial Comp(etion: Junc 20 1997
Ready for final payment:_ Julv 20. 1997
days or dates
Net Incrcase(decrcasc)of this Change Order Net Incrcase(dccrcasc)of this Change Order
$ 135,408.10
Contract Priee with all approved Change Orders Contract Times with ail approved Change Orders
$ 309 984.10 Substantial Completion: June 20. 1997
� Ready for final payment: July 20, 1997
days or dates
i ^\ ` _ / —
RECOMI��NDED: APPRO . � __ACCEPT ����
,
By: �� . G. M i l l e r By: �' �- � �^�:,�
ngiueer(Authorized Si g nature) Owner(Au t h o r i z e d S i g n a t u r e) o n t r a c t o r(A u t h o ri z e d S i g n a t u r e)
s -I� �l �
Date: i� �� .�� r �
Data: ; Date: d ��T `"i �
�JCDC No. 1910-8-B(1990 Edition)
Prepared by Uie Engineers Joint ConVact Documenu Committee and endorsed by The Associated General Contractors of America.
C:W WIPROJEC"I�FIELDADM�WPDOCS�PH 1_COMP\W H_CSOU 1332812.42A
ATTACHMENT 1
CHANGE ORDER NO. X-01
TO CONTRACT NO. 3524
SLOAN CREEK CSO SEWER PROJECT
CAPE GIIZARDEAU SANITARY SEWER IMPROVEMENT PROGRAM
LIST OF ADDITIONS AND DELETIONS
The following changes are hereby made to the Contract Documents:
ADD:
A. 1,521.47 cubic yards of Trench Over-excavation at the Contract Unit Price of
$30.00 per cubic yard in accordance with Work Change Directive
No. X-01: +$ 45,644.10
B. 319.56 cubic yards of Granular Backfill at the Contract Unit Price of$20.00
per cubic yard in accordance with Work Change Directive
No. X-01: +$ 6,391.20
C. 2,066.13 cubic yards of Granular Backfill at the Contract Unit Price of$20.00
per cubic yard as detailed on the attached documentation for the period
ending April 3, 1997: +$ 41,322.50
D. 647.33 cubic yards of Trench Over-excavation at the Contract Unit Price of
$30.00 per cubic yard as detailed in the attached documentation:
+$ 19,419.90
E. 282.88 cubic yards of Trench Rock Excavation at the Contract Unit Price of
$100.00 per cubic yard as detailed in the attached documentation:
+$ 28. 288.00
DELETE:
F. 282.88 cubic yards of Granular Backfill from the above computation for
specification section 02200.1.3.B "Unit prices for rock excavation include
replacement with approved materials," at the Contract Unit Price of$20.00
per cubic yard: -$ 5,657.60
TOTAL INCREASE IN CONTRACT PRICE �135,408.10
Note: The total amount of over-excavation on this project amounts to 2,168.8 cubic
yards and the required amount of granular trench-backfill for over-excavated
trench equals 2,102.81 cubic yards.
X1332812.42B
WORK CHANGE DIRECTIVE
No. X-01
PROJECT: X13328 Sloan Creek CSO Sewer,Sanitary Sewer Improvement Project
DATE OF ISSUANCE: March 21, 1997 EFFECTNE DATE: March 21, 1997
OWNER: City of Cape Girardeau, Missouri
OWNER's Contract No.: 3524, Sloan Creek CSO Sewer
CONTRACTOR: PR Developers ENGINEER: Sverdrup Civil,Inc.
You are directed to proceed promptly with the following change(s):
Description:Perform trench over-excavation in accordance with section 02221.3.8 of the project specifications
and the attached inspector's record of volumes. Install additional volume of granular backfill as tabulated on the
attached spreadsheet.
Purpose of Work change Directive:Rubbish fill was encountered along the route of Line A at.Plan Station
numbers indicat�i on the attached inspector's record and ordered over-excavated. Compacted granular backfill
was ordered to stabilize/support in-situ trash.
Attachments:Inspector's record of volumes,computation of Granular Trench Backfill Installed(through March
10, 1997)and sununary of values at contract unit prices.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a
Change Order based thereon will involve one or more of the following methods of determining the effect of the
change(s).
Method of deternuning change in Method of deterrnining change in
Contract Price: Contract Times:
X Unit Prices Contractor's records
Lump Sum Engineer's records
Other Other
Estimated increase(��as�)in Contract Price: Estimated increase (decrease) in Contract Times:
$ 52,035.30 Substantial Completion: N/A days;
If the change involves an increase, the estimated Ready for final payment: N/A days. If
amount is not to be exceeded without further the change involves an increase,the estimated times
authorization. are not to be e�cceded without further authorization.
RECOMMENDED: AUTHORIZED:
Sverdrup Civil, Inc. Citv of Ca e Girardeau
�-� Engineer �� O�vuer "'
By: i{��r-;; ,_ c` . /r�..�,t.__.� By: _?.� �-� ��"�
` �.
;� (Authonzed S�gpature) (Authorized Signature)
EJCDC No. 1910-8-F(1990 Edition)
Prepared by the Engineers Joint Contract Documents Conm�ittee and
endorsed by the Associated General Contractors of America.
X1332812.34A
o a Z
;.:.
:;:.;
C — .:.
;:
'��, o = 3 � :.
;.
3 � � � ;::>
1
�� � � � UJ
� � 1
(� � � S� ((� � -: . �
v (D � � � � .;;i .,; ._-.
. � � � � C
v �
� p II� � i
� � � � W .:: . . -.
a � � � n
m � a �
� �
v�i � " � _
cD � 'n
� r+ c
� o �,
N � r.
o'
� �
� o
c� -�
o � M
Q � � :
o � �
� �
< v
o -�
� W �� �
� � � :
�
n�i �• ' � L� .
i� � ` �' � :
a � � � �
� � � L' �. :
"�>� cn
v a a� ::
� �<�, � .;.
�. � fl ; �
� O DC:.� �;'p;
� � �:C � �
� . ..T-���.� r* ����.
�<� � .(�
� .�D � �
t�;;� �'
� � � D Q :ID � x
►`� o0 3 3 -� t7 � .�
.s W � � m.:� � ,
� � � c n ::� Q
� °' � � M '� � �
c' ,� a ro :n � .�'
� r►
-i ♦� � O �
� � � �
su D y }t''-�_�:._
3 N = t� G7.>� �
_. s^ �
n � � n n
� � �' „�,� O 1SY "tl ,
A7 0 0 �-i � w Q
y
fD � n a1 �
�. . ' ...,..i
� `G f) AI
K �
C� ' >
O
� -� A
w N � �c m
c� � cfl � x
�
� A • M �
� v cn ^► a'
rn
= c�
n' � ,c :. i:
fp • .
69 � � (�
O
O No � �
�. N�
O OO � �
� n �
. �
� � ; >.
m
N � � G> O .
O
� � � C� G�
� � � y �
� � O �
/IUSPECTo,� �� �EC.v�c7 c.f` VoLc.�Nr� -
' SVERDRUP —X 133Z8 � CqFE C�RFlRDEAt.L� /�tSSoutit S�NlTi=1QY SE.w�'ti /�✓l�,Qc✓En�E�T t'R'nG!',;i.�
//J�� / /�/� / .. SHEET NO.---.._.__/.-- .._OF.._�..__. --- _
J O B-------� C.�/��C"Z� � `�-..;
-- ----_- ------------ ------ c� 'J
DATE � _ __ �_ _ L'�/.. . -- - ...__.
COMPUTATIONS FOR �v� � �k�L'� J� � � �_�/-�Cnl'� �/i f.3C,�I,uC-TT
- B Y —___.__C H K D .----_�-.-----
:
.. .
` -�� /
_
�- �'�-�.� ►�f �-G�"I�� ; (� -�:' ��� f-- f-� -�
�,!;.
�
�� �� . ����/-� -� �� l 3 -� _ ;, �� �1/-.) �-�;� �,:��
��- �� a �. �
, r ,
I� 1 , E 5 ::� `� �;. ` -a
f I ' ,
' �
0 '
_ . � ', !
___., .
' . ; _._ , _ ;
_.. _. . __ . .
' � � ' 12� .°��/G. ;DEPTH
, ;�.,- - . _. _
, : ��
�
� � "
:_ ' <. � �' < �
. __,. . _ ..
•. - . __� _ .
� / - - ' '
�
. - __ _. � __
, : . . , � 3 : ; - _ ......_..�. ......._
i
��.a C�� �1 � � C-� % � 11 � � , a a �,�.. ds
C > y ,
_ a � _
� �Q-�rf �,�� I-�-� .� �: � �-��� -�� �-�. �� 15�`� < <,._� �� �,�� .
. . �
; JJo-�-�:- S G t��'�l n % ` /�^c+^-?�cc' /� -� c .1�,c� / 3 -1 5 `� :�o�-�/� c,v G7�vc
;
; ;
� I l ;�
._ _ . , --� L. �.
- :- , - - -- - � .
, , , _ _ .
. , � _.
: , , ;
, . ; ,
, � I
_ , . ,___ � _ _ ._
! , � ,. , . � ,...-�--- -- -'--- � . , � _
, -/ _....
..
._
;
J lO � � ' C
_ ,� ;
;.
� � �
,
_ . __ .. , .__. . . , ;
__ . ___.�_ _ _.
; . . : ;_
; , .._. _._
' ' i i � ; ; ' ! ; , � � . �. - .! • � ;
�.._ . _. .. ...i... . � �.._.... ,...._ , . . , .
. 7 i . . :.-_�.__'__' ._...:. . . . ._ ... . . .
. � - � . . f i �� � ' � .-
_ ...,. . ' : . . _ __..... .. ,- , ... . , . _ .. .;� .
/ I2� A�/G, ��PTN
� � I
. - �
/
_ , � i � � ' C �-�) C� � C %� _ : 3 �-�. �3 ,�. ds
� � _ y
, .
, .
. ,
__. .. _ . . _, , .
, , . .
• ' SVERDRUP — X 133 Z�
JOB— � IOI, N C�-��K C S O. ------ SHEET NO._�--OF----�----
--- O A T E---�// r 9�--------
COMPUTATIONS FOR��F2- E'c� `�r' �Q1�J . BY L. SA Eti1�HK� �• .BEn1n1ETT
_ : -_ _:'-. _
__ _ r .,__:, _ . - . . , ._ . -
� ._ _._ . .. :_...__ : ---
-- - --
, =____�- :_. __. .
. _ ,
.._ i_-- t. . _-
�. ' /-� i �-( . �jEE P ; �o�r-� c�ve_r� ��c� v� -�,�o,v _;
(.J_!� ; _�u��.� (�-��� S�- ' lo--F l� �'/� .�y� �.
�-h� . i /J-� 1/ �j . �� /� 01J 1-,�.v G. , _
_ _ ,
�� . �' 3 � �' � :
J = Ip� � �1 �
_ ; . - �
� , �
�___..�.___�_ __ : � .: . : __ . , _.
. . : _ . � ,
, , ,
: . �:. .... .. .. '_.._.J.._._r.__. �_ . ... �. . .�:.. _ . . ._".. .. . .: .. � : :. .... :.._.. .. ._,;. � .._
. : : � � l '�, . � � . ,' - "_. " ':
. � ; �. � � ; � �� . .. .._
; � .._... � :.__. .. :. ..._.. ._......._ . __ .._ _ . ..... . . . _
. ,. ..
... ... . ... _...____'.. _.. . .. ..
. '... . . ....
; , � 4 . . , . . .
. � � � . � � . �. :
. � �� � � �
. . . � . . . .
... �.._. :. . ......' .�..._ . -.. . - ...._ . . ... __ . _ . . - ..._.
; _.
�
: � � � C�� C u) — . ��� l. �� �, yds.
. _ . . . . - ---- -
, _
� �
� _ _: : _ : _ , : . _ .___.�: : : _ : _
._ --��� _ _
. �✓E 2 �: �`� J� ���-r�!,J 1 �J Gv. �-/�s. ,
, � ,
, _ . . .
� � �� � 3 �
.
.__._ . .
. �
� � . :
� _ _ ._ , __,_ ___. _. . . _
# �
; � �� � : �
.__ _ .__ . . . _ . . g� _ . . . _ . � __;
����� �� ' � �- . ���� 11 a ' 9 ���
� -�- 3 / � 3 � � /. -� �
. _� - _
3 � .
. . . , __.
; _ _ � / �a � . : � � � y�s
; _____ .
. : �� --� / � / ��� � �
�/�r2E�coJn-h��.l
� , yds,
; . _
; ;
. � Pa e 1 of 2
• SLOAN CREEK CSO SEWER
COMPUTATION OF GRANULAR TRENCH
BACKFILL 1NSTALLEa
DATE SCALE TICKETS WET WEIGHT CUBIC
� QUANTITY IN POUNDS YARDS
February 18, 1997 13.35 26,700 8.185
February 19, 1997 15.59 31,180 9.559
February 24, 1997 14.77 29,540 9.056
February 24, 1997 14.01 28,020 8.590
February24, 1997 15.57 31,140 9.546
Feb�uary 26, 1997 15.18 30,360 9.307
February 27, 1997 15.04 30,080 9221
February 27, 1997 14.33 28,660 8.786
February 27, 1997 14.39 28,780 8.823
February 27, 1997 14.54 29,080 8.915
February 27, 1997 15.29 30,580 9.375
February 27, 1997 15.13 30,260 9277
February 28, 1997 14.48 28,960 8.878
FebrUary 28, 1997 14.89 29,780 9.129
February 28, 1997 14.61 29,220 8.958
Febn�ary 28, 1997 13.93 27,860 8.541
February 28, 1997 � 14.71 29,420 9.019
February 28, 1997 14.86 29,720 9.111
March 01, 1997 14.44 28,880 8.853
March 01, 1997 15.62 31,240 9.577
March Oi, 1997 14.98 29,960 9.185
March 01, 1997 14.73 29,460 9.031
March 03, 1997 15.03 3Q,060 9.215
March 03, 1997 15.54 31,080 9.528
March 03, 1997 14.13 28,260 8.663
March 03, 19g7 � 15.12 30,240 9.270
March 03, 1997 14.15 28,300 8.676
March 04, 1997 ' 14.66 29,320 8.988
March 04, 1997 � 14.91 29,820 9.142
March 04, 1997 : 14.9 29,800 9.135
March O5, 1997 = 14.72 29,44D 9.025
March 05, 1997 � 15.01 30,020 9.203
March 05, 1997 14.17 28,34D 8.688
March 06, 1997 12.94 25,880 7.934
March 06, 1997 15.26 30,520 9.356
March 07, 1997 14.91 29,820 9.142
March 07, 1997 14.20 28,400 8.706
March 07, 1997 14.77 29,540 9.056
March �7, 1997 15.01 � 30,020 9.203
March 07, 1997 14.6 29,200 8.952
March 07, 1997 15.39 30,780 9.436
March 07, 1997 14.38 28,760 8.817
March 07, 1997 15.56 31,120 9.540
March 07, 1997 15.67 31,340 9.608
March 07, 1997 15.34 30,680 9.405
March 07, 1997 15_40 30,800 9.442
March 08, 1997 14.68 29,360 9.001
March 08, 1997 15.63 31,260 9.583
March 08, 1997 16.46 32,920 10.092
RAarrh (lR 1QQ7 1S 7!1 a� �nn n c�c
Pa e2of2
: � SLOAN CREEK CSO SEWER
COMPUTATION OF GRANULAR TRENCH
BACKFILL IfVSTALLED
DATE SCALE TICKETS WET WEIGHT CUBIC
QUANTITY IN POUNDS YARDS
March 10, 1997 14.49 28,980 8.884
March 10, 1997 15.85 31,700 9.718
March 10, 1997 14.90 29,800 9.135
March 10, 1997 1528 30,560 9.368
March 10, 1997 15.23 30,460 9.338
March 10, 1997 13.80 27,600 8.461
March 10, 1997 15.46 30,920 9.479
March 10, 1997 15.72 31,440 9.638
Marctt 10, 1997 12.84 25,680 7.872
March 10, 1997 14.93 29,860 9.154
March 1 Q, 1997 16.00 32,000 9.810
March 10, 1997 15.20 30,400 9.319
March 10, 1997 15.13 30,260 9.277
March 10, 1997 14.28 28,560 8.755
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000 �
- 0.000
- 0.000
- � 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000 '
- 0.000 ^
- 0.000 �
- 0.000
- 0.000
- 0.000 �
- 0.000 -
- 0.000 .
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000 �
- 0.000
- 0.000
TOTALS 951.79 1,903,580 583.562
�
O
�� � W c�a � Z
o a o a � �
o � -n � � _ � �
� � o � o a �
X 3 � c�
r �, >:.......... .>::::::
� � � �� � � � �� �
m � co m c� c� cn v m v
m � v m � c> cn � cn � '
v m • n� � � � n, �
�
v � a, � a�i o � � �'
� v �. < o c - n
� � �
a � a � y � � a c�
� o' � X m o � � � '
� a � o � � �
C�i C�j � � CD O "O
� � C C
.-. .-. _ p � � � ; �:,
O O j N � � � : -.
� �
� .� 0 O "� O
lD CD � � �• p :>O
n n
O O W m W tL] r. '' :
a a W X ,� � fD n C�
0 o v co � � w �
-., -., c � � ,
< < v �
� � ;�
0 0 .-•. . � � tn �
c c � � i� � ,c,'._
� � -• � <-, m z:
� �o � � �. a ;�
a a c°'i =� z .c �:
- ;.,
v v o � � '� c: �
�a n. n. �' sQ Q Ui —
rw p.
� � � •X W �� �
D � ,. �
�' -a � n 'o � c, n
�
� — � o ;~p �'n '<< m:
� � ' �
m:
� ' � � � � c� �''
°� � � C�
c0 a. -1:;;�
...� cp .-. f11 � Q:
� J � 00 N � '� �< {�
Ai 3 ONo � N � O D �' � 'II< �
-, N �! � � ,+. 'ti.
� � � W � � � � � O; �::
C <'>
f� (Q � G'> C� W <p = : .� � �'�:
f�D � (7 C� `C � ^' � W �-r ;:
�
¢i �`C �G �'' � � ;::CO � �: ::
� � `G Q, y "+ �;
.... � ,
—� n i::...cD. '�'>.:,:£
� � ^ N � "ti::
n Q
v Oo A ONO 0 p �:
� - N �I N � C (Tl d';.
� � 0o W O� � At X
C7 CD OD W OD W � �-+ �
�
n �I C� C� (� � II�
� `��G �G v `� `G
�
n
lD
.. �
� � N � C �
O � p � � �
O �
O � O � � y
n n � n n �
� �G �G CD
b4 Efl I `'
m
f» � � x
w w � c�n � m o ' ;: ':
W N ia � W (7 G�
O
N Oo t0 � N N
,
W O Cfl � (1i .-► ;:
O O O O O
�
Pa e 1 of � '
SLOAN CREEK CSO SEWER
COMPUTATION OF GRANULAR TRENCH
BACKFILL INSTALLED
DATE TICKET NUMBER SCALE TICKETS WET WEIGHT CUBIC
QUANTITY IN POUNDS YARDS
March 11, 1997 399753 13.05 26,100 8.001
March 11, 1997 399773 14.61 29,220 8.958
March 11, 1997 399806 13.80 27,600 8.461
March 11, 1997 377794 15.34 30,680 9.405
March 11, 1997 399819 16.28 32,560 9.982
March 11, 1997 399841 15.95 31,900 9.779
March 11, 1997 399858 15.48 30,960 9.491
March 11, 1997 399873 15.57 31,140 9.546
March 11, 1997 399892 15.64 31,280 9.589
March 11, 1997 399923 15.79 31,580 9.681
March 11, 1997 399949 14.81 29,620 9.080
March 11, 1997 399983 14.46 28,920 8.866
March 11, 1997 400005 15.00 30,000 9.197
March 11, 1997 400024 15.33 30,660 9.399
March 12, 1997 400041 13.76 27,520 8.437
March 12, 1997 400042 16.10 32,200 9.871
March 12, 1997 400063 15.40 30,800 9.442
March 12, 1997 400076 14.63 29,260 8.970
March 12, 1997 400082 14.75 29,500 9.044
March 12, 1997 400110 14.99 29,980 9.191
March 12, 1997 400112 14.63 29,260 8.970
March 12, 1997 400138 15.82 31,640 9.700
March 12, 1997 400139 15.36 30,720 9.418
March 12, 1997 400159 15.46 30,920 9.479
March 12, 1997 400166 14.72 29,440 9.025
March 12, 1997 400184 14.85 29,700 9.105
March 12, 1997 400187 14.75 29,500 9.044
March 12, 1997 400204 12.72 25,440 7.799
March 12, 1997 400213 15.54 31,080 9.528
March 12, 1997 400215 14.79 29,580 9.068
March 12, 1997 400236 12.00 24,000 7.357
March 12, 1997 400238 15.84 31,680 9.712
March 12, 1997 400261 15.58 31,160 9.552
March 12, 1997 400263 11.58 23,160 7.100
March 12, 1997 400280 14.77 29,540 9.056
March 12, 1997 400283 12.12 24,240 7.431
March 12, 1997 400265 15.43 30,860 9.460
March 12, 1997 400286 15.34 30,680 9.405
March 12, 1997 400301 14.65 29,300 8.982
March 12, 1997 400304 11.44 22,880 7.014
March 12, 1997 400306 15.34 30,630 9.405
March 12, 1997 400320 14.79 29,580 9.068
March 12, 1997 400323 15.31 30,620 9.387
March 12, 1997 400326 12.21 24,420 7.486
March 12, 1997 400340 14.63 29,260 8.970
March 12, 1997 400341 15.60 31,200 9.565
March 12, 1997 400344 12.62 25,240 7.738
March 12, 1997 400356 15.55 31,100 9.534
March 12, 1997 400361 16.58 33,160 10.166
March 12, 1997 400362 12.75 25,500 7.8�7
March 12, 1997 400372 14.95 29,900 9.166
Contractor: PR Developers GRA13-21.XLS Sverdrup Civil, Inc.
Pa e 2 of 5
SLOAN CREEK CSO SEWER
COMPUTATION OF GRANULAR TRENCH
BACKFILL INSTALLED
DATE TICKET NUMBER SCALE TICKETS WET WEIGHT CUBIC
QUANTITY IN POUNDS YARDS
March 12, 1997 400378 16.16 32,320 9.908
March 12, 1997 400381 11.80 23,600 7.235
March 12, 1997 400393 14.56 29,120 8.g27
March 12, 1997 400203 13.23 26,460 8.112
March 12, 1997 400235 13.23 26,460 8.112
March 12, 1997 400264 14.43 28,860 8.847
March 12, 1997 400285 13.29 26,580 8.148
March 12, 1997 400305 14.23 28,460 8.725
March 12, 1997 400329 13.77 27,540 8.443
March 13, 1997 400417 14.47 28,940 8.872
March 13, 1997 400423 14.55 29,100 8.g21
March 13, 1997 400429 14.68 29,360 9.001
March 13, 1997 400438 15.09 30,180 9.252
March 13, 1997 400450 15.35 30,700 9.411
March 13, 1997 400456 15.46 30,920 9.479
March 13, 1997 400466 15.25 30,500 9.350
March 13, 1997 400467 14.57 29,140 8.933
March 13, 1997 400472 13.82 27,640 8.473
March 13, 1997 400477 14.61 29,220 8.958
March 13, 1997 400478 15.10 30,200 9.258
March 13, 1997 400486 14.95 29,900 9.166
March 13, 1997 400492 14.01 28,020 8.590
March 13, 1997 400503 15.08 30,160 9.246
March 13, 1997 400504 14.03 28,060 8.602
March 17, 1997 400775 14.71 29,420 9.019
March 17, 1997 400785 14.77 29,540 9.056
March 17, 1997 400815 15.00 30,000 9.197
March 17, 1997 400826 15.18 30,360 9.307
March 17, 1997 400829 14.56 29,120 8.927
March 17, 1997 400837 15.00 30,000 9.197
March 17, 1997 400839 15.12 30,240 9.270
March 17, 1997 400846 15.01 30,020 9.203
March 17, 1997 400851 15.50 31,000 9.503
March 17, 1997 400859 15.03 30,060 9.215
March 18, 1997 400939 13.99 27,980 8.578
March 18, 1997 400954 14.03 28,060 8.602
March 18, 1997 400972 14.09 28,180 8.639
March 18, 1997 400991 13.85 27,700 8.492
March 18, 1997 401104 13.54 27,080 8.302
March 18, 1997 401121 14.65 29,300 8.982
March 18, 1997 401127 14.66 29,320 8.988
March 18, 1997 401132 14.94 29,880 9.160
March 18, 1997 401138 14.64 29,280 8.976
March 18, 1997 401146 14.34 28,680 8.792
March 18, 1997 401160 14.34 28,680 8.7g2
March 18, 1997 401173 14.77 29,540 9.056
March 19, 1997 401203 14.47 28,940 8.872
March 19, 1997 401213 14.04 28,080 8.608
March 19, 1997 401225 14.26 28,520 8.743
March 19, 1997 401237 14.29 28,580 8.761
March 19, 1997 401249 14.49 28,980 8.884
Contractor: PR Developers GRA13-21.XLS Svercirun Civil Inc
Pa e 3 of 5 �
SLOAN CREEK CSO SEWER
COMPUTATION OF GRANULAR TRENCH
BACKFILL INSTALLED
DATE TICKET NUMBER SCALE TICKETS WET WEIGHT CUBIC
QUANTITY IN POUNDS YARDS
March 19, 1997 401208 14.47 28,940 8.872
March 19, 1997 401220 14.87 29,740 9.117
March 19, 1997 401226 14.65 29,300 8.982
March 19, 1997 401238 14.57 29,140 8.933
March 19, 1997 401250 15.42 30,840 9.454
March 19, 1997 401265 15.23 30,460 9.338
March 19, 1997 401283 15.57 31,140 9.546
March 19, 1997 401288 14.49 28,980 8.884
March 19, 1997 401303 14.36 28,720 8.804
March 19, 1997 401304 14.81 29,620 9.080
March 19, 1997 401315 15.23 30,460 9.338
March 19, 1997 401314 14.53 29,060 8.909
March 19, 1997 401321 14.62 29,240 8.964
March 19, 1997 401322 14.18 28,360 8.694
March 20, 1997 401329 14.94 29,880 9.160
March 20, 1997 401334 14.35 28,700 8.798
March 20, 1997 401338 14.20 28,400 8.706
March 20, 1997 401343 14.34 28,680 8.792
March 20, 1997 401352 15.75 31,500 9.657
March 20, 1997 401360 14.41 28,820 8.835
March 20, 1997 401377 14.46 28,920 8.866
March 20, 1997 401351 14.71 29,420 9.019
March 20, 1997 401359 14.51 29,020 8.896
March 20, 1997 401376 14.62 29,240 8.964
March 20, 1997 401402 14.42 28,840 8.841
March 20, 1997 401414 14.45 28,900 8.860
March 20, 1997 401433 14.52 29,040 8.903
March 20, 1997 401403 15.12 30,240 9.270
March 20, 1997 401415 15.43 30,860 9.460
March 20, 1997 401425 15.31 30,620 9.387
March 20, 1997 401508 15.28 30,560 9.368
March 20, 1997 401509 14.10 28,200 8.645
March 21, 1997 401512 14.20 28,400 8.706
March 21, 1997 401513 14.89 29,780 9.129
March 21, 1997 401529 14.98 29,960 9.185
March 21, 1997 401532 14.42 28,840 8.841
March 21, 1997 401545 15.63 31,260 9.583
March 21, 1997 401553 13.52 27,040 8.289
March 21, 1997 401567 15.00 30,000 9.197
March 21, 1997 401572 14.49 28,980 8.884
March 21, 1997 401584 14.28 28,560 8.755
March 21, 1997 401590 14.76 29,520 9.050
March 21, 1997 401599 14.64 29,280 8.976
March 21, 1997 401610 15.19 30,380 9.313
March 21, 1997 401620 15.23 30,460 9.338
March 21, 1997 401641 14.98 29,960 9.185
March 21, 1997 401643 14.61 29,220 8.958
March 21, 1997 401741 17.27 34,540 10.589
March 21, 1997 401771 16.24 32,480 9.957
March 21, 1997 401776 14.42 28,840 8.841
March 21, 1997 401781 14.66 29,320 8.988
Contractor: PR Developers GRA13-21.XLS Sverdrup Civii, Inc.
Pa e 4 of 5
SLOAN CREEK CSO SEWER
COMPUTATION OF GRANULAR TRENCH
BACKFILL INSTALLED
DATE TICKET NUMBER SCALE TICKETS WET WEIGHT CUBIC
QUANTITY IN POUNDS YARDS
March 22, 1997 401826 14.81 29,620 9.080
March 22, 1997 401831 14.52 29,040 8.903
March 22, 1997 401882 15.26 30,520 9.356
March 22, 1997 401886 15.33 30,660 9.399
March 22, 1997 401908 14.13 28,260 8.663
March 22, 1997 401909 14.53 29,060 8.gpg
March 22, 1997 401937 15.24 30,480 9.344
March 22, 1997 401965 15.09 30,180 9.252
March 22, 1997 401979 15.66 31,320 9.601
March 22, 1997 401988 14.78 29,560 9.062
March 24, 1997 402022 14.68 29,360 9.001
March 24, 1997 402023 15.11 30,220 9.264
March 24, 1997 402037 15.35 30,700 9.411
March 24, 1997 402039 15.64 31,280 9.589
March 24, 1997 402040 14.50 29,000 8.890
March 24, 1997 402053 14.64 29,280 8.976
March 24, 1997 402054 15.28 30,560 9.368
March 24, 1997 402068 15.27 30,540 9.362
March 24, 1997 402077 15.88 31,760 9.736
March 24, 1997 402089 15.72 31,440 9.638
March 24, 1997 402092 15.12 30,240 9.270
March 24, 1997 402099 15.84 31,680 9.712
March 24, 1997 4021Q2 15.92 31,840 9.761
March 24, 1997 402110 15.22 30,440 9.332
March 24, 1997 402148 16.04 32,080 9.834
March 24, 1997 402167 17.65 35,300 10.822
March 24, 1997 402176 15.83 31,660 9.706
March 24, 1997 402205 15.21 30,420 9.326
March 24, 1997 402206 16.70 33,400 10239
March 24, 1997 402224 15.48 30,960 9.491
March 24, 1997 402226 15.35 30,700 9.411
March 24, 1997 402244 15.68 31,360 9.614
March 24, 1997 402249 16.02 32,040 9.822
March 24, 1997 402255 14.78 29,560 9.062
March 25, 1997 402258 15.42 30,840 9.454
March 26, 1997 402409 15.36 3Q,720 9.418
March 26, 1997 402417 14.13 28,260 8.663
March 26, 1997 402427 14.13 28,260 8.663
March 26, 1997 402437 14.58 29,160 8.939
March 26, 1997 402451 14.20 28,400 8.706
March 26, 1997 402463 14.59 29,180 8.945
March 26, 1997 402471 14.24 28,480 8.731
March 26, 1997 402481 14.50 29,000 8.890
March 26, 1997 402485 14.53 29,060 8.909
March 26, 1997 402491 14.49 28,980 8.884
March 26, 1997 402496 14.93 29,860 9.154
March 26, 1997 402505 15.14 30,280 9.283
March 26, 1997 402515 14.47 28,940 8.872
March 27, 1997 402688 13.33 26,660 8.173
March 27, 1997 402732 14.07 28,140 8.627
March 28, 1997 402763 8.53 17,060 5.230
Contractor: PR Developers GRA13-21.XLS Sverdrun Civil. Inc_
Pa e 5 of 5 �
SLOAN CREEK CSO SEWER
COMPUTATION OF GRANULAR TRENCH
BACKFILL INSTALLED
DATE TICKET NUMBER SCALE TICKETS WET WEIGHT CUBIC
QUANTITY IN POUNDS YARDS
March 28, 1997 402778 14.92 29,840 9.148
March 28, 1997 402791 14.49 28,980 8.884
March 28, 1997 402810 12.72 25,440 7.799
March 28, 1997 402831 14.65 29,300 8.982
March 28, 1997 402852 14.07 28,140 8.627
April 01, 1997 403341 13.70 27,400 8.400
April 01, 1997 403367 15.51 31,020 9.510
April 01, 1997 403380 14.54 29,080 8.915
April 01, 1997 403391 14.02 28,040 8.596
April 01, 1997 403421 14.36 28,720 8.804
April 01, 1997 403481 15.39 30,780 9.436
April 02, 1997 403501 14.43 28,860 8.847
April 02, 1997 403516 13.44 26,880 8.240
April 02, 1997 403531 14.87 29,740 9.117
April 02, 1997 403547 14.87 29,740 9.117
April 02, 1997 403566 14.99 2g,ggp g.1 g1
April 02, 1997 403585 14.56 29,120 8.927
April 03, 1997 403767 15.02 30,040 9.209
Aprii 03, 1997 403837 14.01 28,020 8.590
April 03, 1997 403816 14.26 28,520 8.743
April 03, 1997 403836 14.48 28,960 8.878
April 03, 1997 403848 14.71 29,420 9.019
April 03, 1997 403862 15.19 30,380 9.313
April 03, 1997 403931 1528 30,560 9.368
April 03, 1997 403959 15.69 31,380 9.620
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
- 0.000
GRAND TOTALS GRAND TOTALS 3369.85 6,739,700 2066.125
Contractor: PR Developers GRA13-21.XLS Sverdrup Civil, Inc.
SVERDRUP
� SHEET NO.___.�_-/--__ OF_ __�"�_______
�oB._____��� �_._C2��u _ __c S__o-- . _ --- Q
_ �ATE ._._ _.�/O _/ 9 �
� - --._..
COMPUTATIONS FOR---O V�lC�--�'-(X�`-��' ����,,J_ BY.f-_'. S/-��!-1'ZCHKD �\ (L� -__-------
� �� r�l_ '� -�. /� -� �S, 8� �1�� -� s-� l� -� � �3�--�i�
o � � ,��
.—�- / c��", �v �
: ,
. _ _ _ ;
�i �i� 6i �
, ,
�, , , _
____ . . i _
I " 1� _ �
�
, , �
: � � . I6 /-�V6 �EP-r'H
� ,, /,i
, ,
, � ,
, {
� , ,
; , :
>. ._... ! . _,, . _ i :
; , i ;, ..
: /
.. , _ . .__._ _ ,._ ,_.. .. _ __ ,
_._ .
»
l � � ��� � ���� �a� C% _ � � � ii �.��.
: . . . . �---
E
, � —
; :_ . -�
F- -_� _ : ,
� �-��� � _ : �
' �-� /� �- � /. � o ��i� -� =� . /� �-��. 3���-�
L_ '''. . . _... .. '
: _ : �lJ � r �-� �
: —�% �
; /O S
�
; . ,
: ,
. ;
� . . _. ..�. ...... E ....._. �.... .. . . . . . .. . . - �.
, � . . ... .. . . . ..,. . . .. ..,..... ..... i. :....... i ... ........�
, 5� �, 5� �
. _ _.., �,__. �.___.. ___
: ; _
= /�f' AY6 DE PTN
�_ �.__.< _� ; _ . , _ ; ':_ _ , __;
, � , � , ; , ;
E ' i ,
� �� �
}.. __ l 0 5" �5"� � i�) ��� �r? � .- o2 � a. �-� �.yds.
�
; _ _.�. a �
, . , . _
: __� _ _ _ . .
, . : , � �
SVERDRUP
lC�� � n r F' )� SHEET NO.______'��._..OF �.__.___.._�--
JOB ----�-!._.----- _ __C /` C,�C C
__-- - ------ ___�_ ,�/ g q �
DATE ----- --_ - -/_ __ -_... _----
COMPUTATIONS FOR —.__._� V� � ��C�1C�A`��r'U B�,L- S� �^�ZCHKD.-
��'i /� � � cJ n��--�D ti1 /�l G�-�. �S_
--� � D�� � y
.—�- ,� -� ��
—� � �� �� -� � �� . ��
� __ .
.
. _� :� � -�i �. � � �. y�s_
;
_ � � �
: . _ . � _ � ---��-�L_ _ _ � ��� 3�
c�v��E`x��v�-:��oti1
. . G�, yd_<
� :
_ _ :____Y__r__ � _: : _ _ . _
_ . ____ _ __ . ._
� �
�
: .
.
:__ __.___ _ ._ � .�_ . _: . : � _ : _ . __ _.
�
r___ _ _ _� _ _ � _. : _ : . . . _.
, .
t ;
:_.. _ . �_, _ .. : : ._ ; . , � _
. ., , E . � . . . � � � . ��, ; ���.
;� ,.... ....... ...{.. . .. ,. �. i. � . ' _ , ' '. ' ... . _.. . . . ....
... . . ......... , . ...... .._.;''._ .__._... � � �
".� _. ... . ._.r. � ..:... .. .'.. -i
}
, . . , _ . i , ' .. � : .' _ .
�� � � '� . ��. : . ; . . � , �.
. , ..._.. _..t. :. ;, . . .;,.. ;. . _ ,.. . . . . ....._�.. :....... ... .. . . ' .... . _._. . .
..._. _ ... ._. .... ... ..... ........ :. ,.« ...:.. �
. , , . '. ` _ . ��. 7 . .
. _ ��. _ . ', 3 ' � i ; ��..
t i
t
' . � ..: �..... . ..: .j. : ... , ..... .. , ......._ ..:
� i �
� ' ' .7. :.. � i
� `
:
. .i.. � .. . ...,... .. _.. .:...... .. ... . . .._..... . ., . . .....:. �...__... . . .__ .
, �
. :- .. .. . �._ . . ', , E . .
, � ; ,
r j
_ � < < i
.._.}...__ '� _._._.. . . , _�. _. .; ... . ... .. � . .. . . �. . . ,
,.' : . . . . _ ... +-. .. ._ � . , � .:._.. ..,i
� : � : , : . : ___... .. . r ._.. . ._ . ..
' . , ... . . . .. . . . ' j . . �
� . �: . , � � ..
, � . � � . � . '. ' .
.. ' . . _ � . ..� � .. ... . � .._ : . . . . � .
.... . .;-._ .._l._. . . ... :. ; ', ' ' . ' �
, . , . , . _ . . 1 ... ._ .. _._ .. i
�, .. . . ; : � � : ; .
. , : : . : . ��. .
�
,.. . .. . . . r . ` . :. . . .; .. ' � �. . i ' # . I .
� � ' . • • '. . � ��. t . . ... , . i...- .
.... . ....... ..... . . . . . . , ` . . .
. . : . . , .. . . . ......} . . .. .... .. .:... ;... . ; i . ; �.
. 1 . �.. ., . � � � . ,
". . ........_�. . .>_._.._ . . .: . f . { f. .. . ; . ..'. . ... . . . .... . .. .. : ! _. . _._... . . .... .....
,� ...."__.... ......x � ...,. ... ...:... .ri
. ' . i . � , � , �
. . . . . �..... ... . ... . .
i � . . : ' �, . i . .. � .
,. ... ... ...__�......-...... ..... . :........ - . . - ' ' ' � ' � �'
..... . . . � ' '.
. � � . . . .._.' . , . . . i . .: . . . ., '
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
w w w w w w w w w w w w w w w w �
� � � � � � � � � � � � � � � �
�7 N N N N N N N N N N N N N N N --� �
O V �l � � � � .A A N N ---' .--• .Y
c�D c�D c�D c�D � c�D c�0 c�D c\p c�D (�O C�D C�p c�D c�D t�0 �
� �! �! V �! �1 �l �J V �! V �I �! V �i �! �!
��
�
�
' � ' i:
X n
r � <� U� C1� .A. A .? .P W 2 W W W W N N N N (n
t t t t t t t N t t t t �} + t �} � �
--� O O� � la -+ CD CT� CT� N --� t0 � .A W �.: �i;:;:<.:i:::
W � � 00 N � O CO A CO (T O U'� O O �:
W �! �l �! �! �l �I + 0� c0 (h Ui (Ji (T CT CT � ;CA:;::�::
� � �'.
� --� �:<
�:
i'C; "�:
�I<_C�?._:
C�:; CD<:
�: �::
0 �3; C}:
� N -� N N N N � � N -� N N N -� (p � �
� (n W O> � 6) � Cn t+. Cn Cn Cn O �.-r.�. .�;>,:�;:
� O O O O O U � �''� O O O O O O � �� �` ��`
O O O O O O � � O O O O O O �. � �::
C) �` CD':
CD': X:.. .:
t?:: �
i11 ' tB;
<';`t`
A3
<'-.:>:::;s;
II
�; �
'O::
w w w w w cn -' -' -' -' -' -' -� -� -� n`
-� � -� -� o -� o o ? �'
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � d
0 0 0 0 0 0 0 0 0 � �p,.,
>;
� _':
:.-r,
�
�
n�
�
� ........
, 'D';
_<;
c�:
�
a�>
cQ<
, , � , � � � � �
0 0 0 o w w w w �. oo � � .� o o � o o �
0 0 0 0 0 0 0 0 0 0 '�<
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � O`'
:t"�'<
<7C';;
Q..
'�D'''
�;:
.-r,;:;
;�:
,"�;:
,-t >
fD
�ii:
N N N N N W W c0 W W W W W W W n::;
CJ� CT� CT Ut (T Cfl Ut O CT Ui CT Ch U7 (Tl CI� 0 ��'
O O O O O O O O O O O O O O O
�::
:Q`:
�'<:
N W
n �
W ---' W W �! � N W W �I W --� W W W CD ..::.
N N cD O� N � O W � .A. tD Cn A N ='
O � W J� � N N (D � O (T O O � O A � �,�: ..�:
W � --� N � CJi O �I N Cn .A. N O Ja
,..�, � O O O O W � � N � N �! O -0- V Cn Oo V �l O n : a
� -� W .A. -� N N cD J� O O V U� � V I�. �l ;:O;
_ A w � -� tv � rn o o � � cn .A � o �. "'�>'
Cp W Ja --. N � N �! O Ja V Cr N �! �J O �> >V�:
� W �A --► N tD A. O O V CJi --� �I .A v �
� Ca .t'- -� N �''� O� � O V N � cl� Oo � 1+. Ll. �':
� �:
'N;;
FIELD ORDER
FIELD ORDER NO: X-01 PROJECT NO: x13328
DATE: February 18, 1997
This fom�is to be used only for emergency instructions to a contractor where the time required for preparation and execution
of a formal Change Order would result in delay or stoppage of the work, in accordance with Articles 1.19 and 9.5 of the
contract.
PROJECT Sloan Creek CSO Se���er
Sanitarv Se�ver Improvement Program
Cape Girardeau_Missouri
TO CONTRACTOR_ PR Developers,Inc. CONTRACT DATE_ _ Januarv l0, l 997
You are hereby authorized to make the following changes in your contract for the above project.
Due to the erroneous elevations shown for the existing manhole desi�nated as SCEM-Al on
plan and profile Sheet No. SC-0O2 of the contract documents adjust the invert elevations and r�ade
of the new 8-inch diameter sewer pipe from SCEM-A1 to SCMH-A2 as follows�
224.46 feet of 8-inch�ipe at 2.352%
Existin� invert elevation at SCEM-Al = 335 22 feet
_ New 8-inch pipe (in.) at SCEM-Al = 339.56 feet
Existin�top�rim� elevation at SCEM-AI = 348 92 feet
Also, due to the close proximity of structures at proposed manhole No SCMH-A3 as shown
on sheet SC-0O2, move said manhole to plan station 3+05 and chan e� the grade of the 8-inch pipe
between manholes SCMH-A2 and SCMH-A3 as follows-
80.54 feet of 8-inch pipe at 1 900%
Invert (out) elevation at SCMH-A3 = 346 37 (+/-) feet
Invert at SCMH-A2 shall remain at elevation 344 84 feet
The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not
involve an adjustment in the contract price or the contract times and is compatible with the design
concept of the completed project as a functioning whole as indicated by the contract documents.
�-�
; - ,� � � � � .
�\.�`�L�F Z /t� �. t.�t�:.-c.-C�! �` � ,/
�FOR TI�ENGINEER FOR THE CiIY OF CAPE GIRARDEAU FOR TI�CONIRACTOR
DISTRIBUTION: City of Cape Girardeau
Engineer
Concractor
� Inspector
\I332812.33A
F]ELD ORDER
FIELD ORDER NO: X-03 PROJECT NO: x13328
DATE: April 24, 1997
This fonn is to be used only for emergency instcuctions to a conh-actor where the time required for preparation and execution
of a formal Change Order would result in delay or stoppage of the work,in accordance with ArticIes 1.19 and 9.5 of the
contract.
PROJECT Sloan Creek CSO Sewer
Sanit Sewer Im rovement Proeram
Ca e Girardeau 'ssouri
TO CONTRACTOR PR Developers Inc CONTRACT DATE_ Januarv 10 1997
You are hereby ORDERED to comply with Specification Section 02700.3.13.B.3 in your contract
for the above referenced project, to wit: --
After extensive ins ection and testin as re uired b Section 02700.3.13.B of the ro'ect
specifications. it has been determined that the newlv installed �pin� on the above referenced project
does not pass the lamp test requirements at the followm�locations� MH A3 to MH A4 MH A4 to
MH-AS and MH-Al l to MH-Gl as shown on the lans ofthe contract documents. Visual ins ection
ofMH-A3 through MH-AS revealed extensive deformation of the 8 inch diameter PVC i�e which
will obviously not pass the reQuired Mandrel Tests The se�ment from MH Al 1 to MH Gl had
previouslv failed the mandrel test
In accordance with Section 02700.3.13.B.3 and 4 the Contractor is ordered to re lace the
defective piping between the nreviouslv referenced manholes using new materials and repeat
mspections and tests until defects are witlun allowances specified �
The foregoing field order is issued in accordance with Section 9.6 of the Contract and does not
involve an adjustment in the contract price or the contract times and is compatible with the design
concept of the completed project as a functioning whole as indicated by the cont ct documents.
-� , -, „
� /I I / �,
/��i °��- ���� � �iC.rLac.:��� ,�..-�'`,C_�(, �� �lM��.1
`�OR Tf-IE ENGINEER F Tf-�CITY OF CAPE GIRARDEAU FOR Tf�CONTRACTOR
DISTRIBUTION: City of Cape Girardeau
Engineer
Contractor
L" Inspector
X1332812.33f
FIELD ORDER
FIELD ORDER NO: X-02 PROJECT NO: x13328
DATE: April 9, 1997
This form is to be used only for emergency instructions to a contractor where the time required for preparation and execution
of a formal Change Order would result in delay or stoppage of the work,in accordance with Articles 1.19 and 9.5 of the
con[ract.
PROJECT Sloan Creek CSO Se��er
___ Sanitarv Sewer Imnrovement Propram
Caoe G�rardeau,Missouri
TO CONTRACTOR_ PR Developers,Inc. CONTRACT DATE January 10, 1997
You are hereby ORDERED to comply with Section 02221.3.10 in your contract for the above
referenced project, to wit:
Due to the Contractor's failure to provide the required field densitv tests as stipulated in the above
referenced section of the contract documents it is ordered that granular backfill be placed in lifts not
to exceed 8-inch loose thickness and compact each lift to 95 percent of maximum drv densi at
optimum moisture content as deternuned bv ASTM D 698 in the presentl�open excavation from plan
station 2+95 to 3+30 on Line"A"as shown on the contract drawin�s Moisture/Density Tests shall
be performed in accordance with Section 02221 3 10 Excavation and bacldll operations shall not
pro�ress bevond the limits of Station 2+95 to3+30 until the required densit�f�ranular trench
backfill is obtained a full reoort and inspection from the contractor's testin� a�ency verifies that
backfill is in compliance with the Contract Documents
NSTIFICATION: The Contractor has not provided any field densitv test results since March 10
1997. Smce that date considerable utiltv trench excavation and backfill work has been performed
w�th no test results observed bv Citv Inspector Ludo Saenz
The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not
involve an adjustment in the contract price or the contract times and is compatible with the design
concept of the completed project as a functioning whole as indicated by the contract documents.
�--�' ,l� , � .�1, (/_/�/,' ��(/'�/- ���� /-��
��7 �-"I LJ"LC._��_(� �C�_�� I .f`_-�\ //�-. %. /
L� ♦'/ � � �l..Y.s�
/ � ' .
FOR TI-IE ENGINEER FOR TI-lE CITY OF CAPE GII2ARDEAU FOR TI-�CONTRACTOR
DISTRIBUTION: City of Cape Girardeau
Engineer
Contractor
��" Inspector
,\''1332812.33c
R
w
C�iANGE ORDER
(Instructions on reverse side) No. X-02(Final)
PROJECT Sloan Creek CSO Sewer
Sanitarv Sewer I�rovement Pro ag�m
DATE OF ISSUANCE EFFECTIVE DATE
OWNER Citv of Cape Girardeau Missouri
OWNER's Contract No. 3524 Sloan Creek CSO Sewer
CONTRACTOR P R Developers Inc ENGINEER Sverdrup Civil,Inc.
You are directed to make the following changes in the Contract Documents.
Description: Decrease the Contract Pnce in accordance with the attached list of deletions and additions and increase
the Contract time by sixty(60)calendar days.
Reason for Change Order: Changes in Contract Price due to actual quantities of work performed/units constructed and
additional pavement replacement due to the age and previous condition as detennined by the City Engineer. Extension
of Contract time to allow turf restoration work to be completed during a more favorable season.
Attachments: (List documents supporting change) [1]List of deletions and additions,[2]List of as-built pipe footages
and other final measurements and[3� Letter dated January 28,2000 from Mark A.Lester,P.E.,City Engineer.
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIIvIES:
Original Contract Price Original Contract Times
$ 174,576.00 Substantiai Completion: June 20, 1997
Ready for final payment: Julv 20 1997
days or dates
Net changes from previous Change Orders No.0 to No.X-01 Net change from previous Change Orders No._to No._
� 135,408.10 "�-
days
Contract Price prior to this Change Order Contract Times prior to this Change Order
$ 309 984.10 Substantial Completion: June 20,1997
Ready for final payment: Julv 20 1997
days or dates
Net Increase of this Change Order Net Increase(dccrcase)of this Change Order
60 Calendar Davs
� +9.779.80
Contract Times with all approved Change Orders
Contract Price with all approved Change Orders
� 319 763.90 Substantial Completion: Auuust 19.1997
Ready for final payment: Sentember 18.1997
days or dates
RECONIIv1ENDED: APP OVED: ACCEPTED:
By: �/4.. ' � �rrr``' y: BY�
Engineer(Authorized Signature) Owner(Authorized Signature) Co rac or(Authorized Signature)
Michaae G.Miller � �/��
Date: Z/�/��� Date: �7 -��6 - Date: �
EJCDC No. 1910-8-B(1990 Edition)
Prepared by the Engineers Joint ConVad Documents Committee and endorsed by The Associated General Contractors of America.
C:�FIELDADIvnWPDOCS�PHASE 2VSLAANCSOV{1332812.42X
t
t
ATTACHMENT 1
CHANGE ORDER NO. X-02
TO CONTRACT NO. 3524
SLOAN CREEK CSO SEWER PROJECT
CAPE GIItARDEAU SANITARY SEWER IMPROVEMENT PROGRAM
LIST OF ADDITIONS AND DELETIONS
The following changes are hereby made to the Contract Documents:
ADD:
A. 68.1 lineal feet of 8" Gravity Sanitary Sewer Pipe 0 to +$ 1,362.00
10 foot depth at the Contract Unit Price of$20.00 per
lineal foot.
B. 2.5 lineal feet of 15" Storm Sewer Pipe at the Contract +$ 100.00
Unit Price of$40.00 per lineal foot.
C. 202.5 lineal feet of 12" Pipe Abandonment at the Contract +$ 3,037.50
Unit Price of$15.00 per lineal foot.
D. 197.35 square yards of PCC Pavement Replacement at
the Contract Unit Price of$50.00 per square yard. +$ 9,867.50
DELET'E:
D. 71.8 lineal feet of 8" Gravity Sanitary Sewer Pipe 10 to 15 -$ 1,795.00
ft. Depth Contract Unit Price of$25.00 per lineal foot.
E. 28.06 cubic yards of Granular Backfill at the Contract -$ 561.20
Unit Price of$20.00 per cubic yard.
F. 188.5 lineal feet of 8" Pipe Abandonment at the Contract -$ 1,885.00
Unit Price of$10.00 per lineal foot.
G. 3.0 lineal feet of 15" Pipe Abandonment at the Contract -$ 66.00
Unit Price of$22.00 per lineal foot.
H. 7.O lineal feet of 27" Pipe Abandonment at the Contract -$ 280.00
Unit Price of$40.00 per lineal foot.
TOTAL INCREASE IN CONTRACT PRICE +$ 9,779.80
NOTE: The above changes result from measurement of actual installed quantities as
determined by City of Cape Girardeau Engineering Department Personnel.
X13328I2.42W
SLOAN CREEK CSO SEWER AS-BUILT PIPE FOOTAGES
STAGE -EXCAVATION
0-10 FT. 10-15 FT.
8" DIAMETER SEWER SEGMENT DEPTH DEPTH TOTAL
EMMH-A1 TO MH-A2 0.00 228.70 228.70
MH-A2 TO MH-A3 0.00 83.00 83.00
MH-A3 TO MH-A4 81.60 0.00 81.60
MH-A4 TO MH-A5 127.30 0.00 127.30
MH-A5 TO MH-A6 261.00 0.00 261.00
MH-A6 TO MH-A7 97.20 0.00 97.20
MH-A7 TO MH-A8 76.30 210.40 286.70
MH-A8 TO MH-A9 55.70 89.10 144.80
MH-A9 TO MH-A10 51.10 0.00 51.10
MH-A10 TO MH-A11 95.10 310.70 405.80
MH-A11 TO MH-Al2 175.30 0.00 175.30
MH-Al2 TO MH-A13 51.60 19.40 71.00
LAT. MAINS: MH-A2 TO MH-B1 96.20 0.00 96.20
MH-A6 TO MH-C1 38.70 0.00 38.70
MH-A8 TO MH-D1 45.70 0.00 45.70
MH-A10 TO MH-E1 188.90 0.00 188.90
MH-E1 TO MH-E2 34.00 140.80 174.80
MH-E2 TO CO-E3 68.00 0.00 68.00
CO-E3 TO CO-E4 81.40 0.00 81.40
MH-A11 TO MH-F1 28.60 0.00 28.60
MH-A11 TO MH-G1 42.00 4.80 46.80
MH-G1 TO MH-G2 21.90 0.00 21.90
MH-Al2 TO MH-H1 50.00 64.30 114.30
MH-J1 TO MH-J2 20.00 0.00 20.00
MH-J2 TO MH-J3 27.50 0.00 27.50
TOTALS: (IN LF) 1815.10 1151.20 2966.30
Scs_pipe.xis Page 1 1/31/00
E
a
0.
a a
w
� w �
�]W >. >, i+ T j, � y i. T T Y, T T � � 0�
a, z on an m an on .,r M y� p vi N N O p � �C
O(((rrr i,,,� N �D � fV O� O y� p O fV N O Y7 O S
�� .-. �V N a N P � � t��1 N � � v�i �.Nj 1!l �-�-,
M
L
zd �
� �
a
T
V�l
� �
Q A /� �� �\ l` r� O
a x^ x �, N T
O .� T T >' v. >+ vi T j� oi T M oi
N N � �D N I� y N y � � H N
�
W Z O M � � � '� � '� � °° � � X �
W �l ... � N °� '^ • �c o ,,,, r II � >,
Q ^' 11 11 N .. [� O, � ��. N °�' an
� W II II � P. a a y� II II �� II U a T ai O p O
CL 6. V C.) U C� Q W p, p, 0. Q eo v O
�j „aj � oUU.. a oU, a aU• a,.,,,' � Q ¢ Q Q N ¢ > :_. � N N
C. A � �''. ;n o oa ,� � .: b� p en
O W W b N N r + o o v �,, b, r+ c,, X
CC Z X � �., X X x X X x U
L, Q
G F Q 'vi 'vi � N x x p �o 'v' ;n �n o v
CL W Ca, � � � v n'
W � U
U
� � c.
W a
� 0.
�
a
F O
,,,, U u
Q W v� . �
v� W z � � �
Q U � c � � 'A �
W Z � o a c c y ria
Q � a � w � � � d � � � ' = -�
a 0 U °' � d � d cU' � '�i. � .��. .."�. � .��. � w �Z a cWi�
:a °' 'J b
.] � � o �a �n v� v� m F'"
GC � W N � v� in v� �° F w ❑ � � ` ,� v� t0 v O a
C9 e .se .5 .E .5 :s'e a �S � �c v v � c F, E' �
W Z � �y m A A � U c � t t rn �v_ ,� :` U p- i�
a p �a a � � � a, � '� �o � � � � °' a ¢, 4
i� �
U U � � � ._ �
O ' �
', � o
U
T
.�
j �
C �
� �
O •�
�K a
N �
ti f�1 C 'N r�
ry �n p iy 0.
OQ U `rC —N, —�, W � � C! I"" W � U W Q a�i � �
H , - - � z � _
¢ ¢ aC ^ ^ w oo � C 4 � 4 � w o 'a Y
� a o �
_, �
� d
_ _
N C
u �a
'v n.
� Q
V
C
a
J
Middle Street
SCMHAI3 �P
v
.�
���S
y���
SCMHAI2
SCMHGI
Middle Street
SCMHF�1 MH-S
Ar,ea = 32 yd^2
- - _ �
..
Park Street
SCMHA6 SCMHCI
Area = 47.2z YD"2
Fountain and Park
SCEMDI
Area = 113,03 yd^2
CMHA8
Main Stree �
SCMHJ2 SCMHJI
A+^ea = 90.69 yd^2
EXT, MH
SCMHJ3
' CHANGE ORDER X-02 CAPE GIRARDE4U S.S.I.P. PROJECT NO.X13328
SLOAN CREEK CSO SEWER
COh7PUTAT(Of� OF GRANULAR TRENCH
BACKF(LL INSTALLED
DATE/TICKET NO. SCALE TICKETS WET WEIGHT CUBIC
QUANTITY IN POUNDS YARDS
04J04/97#403975 15.29 30,580 9.375
04/04/97#403978 14.95 29,900 9.166
04/04/97#403987 16.4 32,800 10.055
04/04/97#403996 15.61 31,220 9.571
04/04/97#404012 15.86 31,720 9.724
04/04/97#404023 16.57 33,140 10.159
04/04/97#404066 �S.gg 3��72p g 724
04/04/97#404082 14.91 29,820 9.142
04/04/97#404151 15.76 31,520 9.663
04J07/97#404317 16.7� 33,�80 '10264
04/07/97#404320 16.51 33,020 10.123
04/07/97#�0436s 16.11 32,220 9.877
04/07/97#404232 9 6.62 33,240 10.190
__04/07/97#404249 16.65 33,300 10.208
04J07/97#404263 16.24 32,480 9.957
04/07/97#404280 19.59 39,180 12.011
SU3TOTALS: 259.67 519,340 159.209
Less: pipe bedding Sta. 14+36.8 to 17+66.3 329.5 LF x 5.65SF/LF -68.950
Less: 7"PCC Bas�and 7"As�halt Bas� 570.98 SY x 0.194 yd. -1'l0.580
Less: pipe bedding Sta. 10+12 to 10+49 37 LF x 5.65 SF/LF -7.740
GRAIUD TOTAL: (2E.OS1)
._ _ ____ ______.____ _ _ _J__ ____________ _ ___ ___ ____ __ i
__�_ ____ _ _
:
SVERDRUP
- � /O n `) �� /��j GS� SHEET NO. � OF `
JOB ! �'�'_7/\! I��f"i _ Q �5/ / �
OATE--=' !
COMPUTATIONS FOR ���v�G� w�� ��C����S BY�� 5����CHKD
..___ ._-� _ _.. - - _ -_ _ --_ --r-=-- -- _ -_
r ....,.---- T- �-.. . ._:. :... , '
._ ... _" '_...
..
. ; .. '.. .. .; . . . T I
1 . , �� . , � : I
i + � i � �' � � � : i �' i
i � �
_.�.—''--"._ _-_�-.. _..-;—�Y-.--.':-_ •.-.-..-��-- � - - - -� --�-- -- --- - -- '�--y
�_ � �
; ? ' ` -�/� 1-�,'� ,� � ' � i � ti.1 ��' CnP�) i
L
: . :_ _; _-- --�- ---�----E
_ _ _ - .
.
=---�i_
�;_`_� _ :__ i I ' ' _ I ;
�J:
, , , , ;
' ' ! � � ( ' ' -- '---- -- - -- ' i
. : �-- ._.__--- - -- � - _ � .. � ._ _ _ - -- -- --
;
,
_ . . ., _ ', �
--- - , _�---- - � � ,
� � _ l '� �-�i5 a: 3' o :� ' -- -' ---{�� g � ; ;
� � ; ! - - - � -
: : _.
� -- - --
-- _ _
�_-_ —�__ - � � ! _ _ -- - ' �---
,
; �
� � �
:
� T__..1__. �. _• ___ -- - . �- -`------- --. . 1._--. ._.-- - - _ ' w
_ + t- +
_ . — � _ -. i
__ ,
I '
; 1 � i g -f- �i S� 3 0 ! /1� , I g �' �
, , � ; ,
;
; , ; . ; - - . - - ------ -
, �
�_;_.�_�_-._- - ;--- __ _ ___--------------, __._-� - - -- --
, _L r r ;
a i , � � � � � '
: : �
i � ,
" --- � ; , , l i � ; � : �
` i I �
° ' � ---- � _ ,__._1_--�--- ---- -_ � — ' --- -- � — -- ----
I
i-_ .---t-_ �__i i.� �_- ;3 ' ' p ; ; i I � ' ' �! -� j i i f_ I f '-�.
, � ; , _-f-�I . 3 � �_ ;�� '--- � -- � - -- � 5-- -
. i _ ._._._4--._�_ ' --.a_..-' _—"_ }_.___'i_' ._-r ' -a.._ . _.._. ..
'-' - { • I I �.. �
-,- - � �- � i I I � , � 1 ! i � �
� � � . ' ' � ! 1 1 1
i I � i i ' �
-:- � -->-- --'-�._. ---- + � ----=-'-� -r----- . - -' - i--- ' - - .
, , O �
~
, , , f___� , �__-J- ; �;
, � ` + --� �'--�-d� � - - -- -- -� __�--�
, . -- -- 5 - -�-
i
': _--�- __ _ _ --� -- -- ' ,
� ; ; , � , ' �' �- -f -�- � �
: i : j _
, , .
. ;
.�
. � � , ; __ _ _ ;__ _ �_- - ---
� 1 . ---- �--_ --- -- -----_-_ ;
- - --�- � �.. 1 {- ; i ;i � ;
� 1 � !� � g : g ' `� o � � � I �_/�; ; _ I ' _�,�� ; I , fl: I
, _��_,_ �_ - --- -- --,---=---a--�--; - --�--a--- --�------- ----, ; -.--
� �- : � ;
' ' i I i
, � � ; i �
� � � -� ; - -----�--1 =-- -'---�--- ---� �--- 'I--i- --+--.-�- �
�
__y.__ _ I O i � '� i • 1
i V ,
� i ; , '3 �- � � �. ��_ _ __ � _ �__ � �' 1- ; - �- �--� ----;-� : �
;
r—'--1 --- • � —---7--, ;— :—}- ; — �--1 ; f --� ; � — {
� � ; l j i �
� ' ' � � � � i �_ ' ' ; � I I - - � { - '----
�---- �--�- -�------r------ --_,__ � ! _- -- - -- --_- �
,--a- -, -: ,- � ;� � �
' � ' S' -� iO'�l : g � O ' - � ,� ' i Q ; . ;
�� , � � ;
� -- , _ -- -- -----
.: —:----a—; ;— ;—---� ; — _ _. ' , � , —r— , �
� � . ____ a .; '
� � �
, , . . ,
� 1 --, ------ --i- -- - ,- - - ---
' ( � � � _!-... i ' � � �. � ._ i _�_-. ' I . -1---
. __-J..._ ._ ._�.___... .- :
' i
� � � � � �� „ ; ; " i
� , �;� � �
,
r
, , .
� • __ _ _ _. _ .
; . , _
� �
�; ' '_.;_ , ---� ��-- -'------, J--- ---_ .j N � , ti , �
----�- . � ,
A; ' l I ;
, , ; , . . .
� ( � ; : ; ; , { ' ' ! ; i i ' + ' � :
� f � i _.._ , - - ---�
-. ._:—� --- - L--- -- t- -- -- -- - l
' ! � ; 'O� �i ; � �i ; ; _. �� —.. i _ ��'. �-� ;
, , �
. ,
� � �— _;- , .. __ , _; � _- - -- - _ _ - -- �._.1_—,
l ;
_ --- - - �
; : .
;
� � ; ; , , ; , � � ; i ; ;
. , � , , , :
, , 1
. � � � �--'.�____ .... .1-. - __! ...... J _._i _ .... _.. _. _'_".' __ _y � {
. ' i � : i ; . 1 �
� : � ! � �
� 1 � , I �
!� � I i �
____:--' q__.�..__ ___._._i ,_.__ ,__ • _.1 __._ . .__ ... __ .._ __. _ .. _ __,
.. . ... "i � �
( '
t i
1 ' '
� i '_'
, _ _ 1 :_ . ; . __ _ ---- - -- ----- - --� - - - _ _
.
__. : . : ; -i - -
J ' I ':
� ; , ; ,
. _
,
, , ; ,
_. � . ,_
�
_ . : �
, � ; I �
' • ' � ' + :._ ; : . : j_ _J : _ � _ 1 .. _ _ _.1- -- ---
�---'._�__ .-;- -- ---- �._...__ . __ _ : �
� ,
�
� � � � -- — — � ._ i I �^
. ;
; __. _.;_.... � _ � i ;__._ ; - =- - --- ---- ; --- --- — - -- -._.. . _.._
�
, � ; � � ; j
, ,
� f � T ��
�__ -_-- 1_ __1- -1 .__ ,___ ,. _ . ; � : _ ; t_ _ : . _ --
� , � ; , : . i � � ' � :
�
-- -�... �- - -- �� - -- --...._: __i_ __ _'-_i___ i �-----;-- -=- -..-;- -- -- - - --- -�--} ---
� � I
! � . , I � � I ; I � i i i
� � I I � i i � ---'- !^ -- - - - - - � -�--
_ __. __ - '___ . __ '
I I I '� ' � � �. . . � � .- r � I 1 ' �
i ,,, . . .. ' I � . : � � { J
__ ;
! � '-- -- . i-'_I-;'--' -;'--�-• --'._.�.. __1..---�. ...�--- - .'- ._.--,�- --- --- - � - -i . � ---�--- ---"1
_ �
� i i
� � � �': ! � , ! � : � ��� �. , ' �. ' i
� ' � I ': I .. ' _ _ _ -_ _ _'.__ _ _".'___. _- _ '__ ''___ ' ._._ _-_.
' • � + ......"' ""'
. �_" '_""�"__ "_ -'- I '- - :
1 �
�=--�----�-- +- - ;--- .._.__ . r-_ ;.. � -� (_ �
_: ,
f--� � , � + ; � ;
, , , I
� � � ' --- _..
� � � �
--... _�-t_ _i_. , ,_ _ , _ .. . , . � : _� __ .... . .._._ � --- ---- -- -- --- -- -�-i
-+ �
L;.
�_-. ', � � t I i � � � +
I �
I - - -
' , , _ . I _ � -- ---
�---- --+- � ; .. . , . __ - --- --
, ; � � : �
,
I , , � � , ! - --
; . , I ' ' , : __f _ 1
- --'--�--+ ._ , , _� � , , : , ; . . . _ __ _.
�--- '
i ; � ; � : � ; : ; ^
,
, , �
,
� � � � ; i , ; � ! � l �
�----------- �- --• - .� . � _, ._ .� ; , � ; _ . . .: � - -. - - �---- - -+__--. -- ------�1 i
. , ,
, . .
SVERDRUP
JOB �` ��� � "�EL GSO SHEET NO. ' OF `
n / / DATE � �/9 �
�p� hrJ[GS d15-f/-lc�L�. '.G�tE.Gi�z
COMPUTATIONS FOR BY '� CHKD
----- -
-_-- 7 --, ; - -- -=-r=t-�--=;-- --f:--- ;_-;-- -__�-- _,= -�T=-�=r=-;-,_ - �rq
, ;- � , f i I =�- -�--- ; � i , �
_ �----
; , , �
� � � ; � i � ! �
—' � �l , A � -+ �. � , j ---;
,--�-�c �- �-'--- '�-�3 �---- __��-�. iN�I� 3� Ci+_� t������_�-�) I-=I _�� �- -g;'
: � -t � -� ; � - ; : + �-; - ;
� ; , � ; � , , ; , , � � �
� � � �_J._ , , ' i . . � � ,
-- , , _ __ ; -,--- -- , �----;-. ; -;---_- �_. ._1.-- ' - -- --- -- - {'
, ��-- � ! � � i �� � _�,
..__, sc. �r�-!���� __ :-_�-�_��-� M�ti _��1_������s �� i= � �,. � _� �a.
--� � �----�--- - - ,
, , ; ;---{-� ;- , ;- ; ,- ; -� , � : � ;-
. .
. ;
.
,
--- ----- ' -- -- -- - - - -- -- - -
; _ � � _ I � '__.� � .i ' �. �-- -�---\'- ; --�— i � -4r
' s C M(-� F I� � ' �-� U�,��c'� M 1�.��Fl�l I�-'1����E s-/1 — i � �I i
— ,
�— _..._..__. - --- - - --- - - _ �-- --- ----
;- ; --- , -- -- � -,-- � =�_ ' —�-- _,_ �� _�
� . '--- _._�-_ �---- —�''-l-i- ' - - i--- ---;-- '---�-- �-- ' --;_ � i.-- -- �—ic
: —! S c :� i��� °—r?— ,i-y YL��y_M�f �,_��cs.�. a�ro���,�,; s� =T !l 5 -�j' � 1 � !
.i_ i _�T_. � , � .�^� _ _� _ --�
' ' � � I i , � ; , -1-i----, �
' -'- -- �/f-i-- --;�- -j--�--'- �- - --- •--�j--. i----I ' � - � - -; - -- --i
; � �-� '�, ��L, „c� I I —�— I I ,� " � � ; j � + � � � �(
� __� :
.—,._....--�-- ----- ---- - - - �
1_ � �._ �-- - ---�--�- — --�----
� . , � , , —� ; -; . , ;--- ; � - ;
,
i • '
. � ' j � � �-_ : � i: � Z ! ' �
� �
— ' ----- - - = - f - --. - —�— � -._ � __- '- '--- -- ---�
�. , __ t_._ ._ � _ > >
;
, : ; ! --i � ;___� "I 7 , i -! ,
-. � :
, �-
�--'----.,_ _ .. _.L- ..�-- -' -!-------- , __ � ` ---'- — -�-- ' ---, -' —' • -—.. i_.-� — --� I
� � ----- _ � �
; , : � � i ' ; ' , j '_- ; T � +
. , ;
�_.i---`--�— - - -- ` --_,__i _ � -�-- --�--; ;. ' , _ � ' '__ i_-- ---'---'----,--- { � �� I
�� S � +•4 ( ' ��: � � P�11aJ 23. � ' � � � ; -�---�--- g �
� ,
;��- - ----1��� —1---; �--- �---�--f - --:—�-- - � - --- - � , ; --- - �
t � � ; f ;- �- —; �--� i , -i—r s—�-- � —j—i
, ; , ' ;
, ?
; : , � � I 1 , i i i � _ ! � i
.._ J _ __-�.___-_.._. I _ _, __
_-- - --. __ '
. , � �-- -! - --- ; -� �---�-� -�--�(
, S
:; c � i� � 3 "� � � �x-/�I������('•�s��- r������ � � 1 �-- �a �
: . !� ,
--�, .-----
��.__.. i � , i----�---�- -_ _ __ � . _. - --#- ---�-3-- - -- -;---
� � � i � : � ' �
; �
� ._ c S r' L! ' ! '�-� ��-�. ;_�1_-�- ;�;J -���� -�; - � _ -� --r-- -�-�i
:
, ,
° , .
,
�--_--s_: . . . .-- �� �----.- , : r� �� ( _ � _ _�_ _ _/a . ��� �
_. __ - - . - --- - : . - - --
, ,- ; , _;_�------- , !_ �_ : . � �
, : , � � � � ;
, . ' �
: , , ; i
�—=— '-- --- --- ----- -- — -- - - ___ _ ---- -
, : j ` � � --;---i
, ,
j—� SC ' E !-'f S� � � � ` —
. . : , �; ��f �,� �,� 5-��
. ;
.------_ . - , ----- , _ : �--,-. ; : _ - - - - --- -- - - -- ----
._. , � i��,�, '- y s
. _.
; ; ; � ; _� , _� , � ; i_ , _� �;5 I�
: ; :
, ; � ; , � �
L , ' � �
�---- `- - - --- ,_.- ' ---
' i � , _ ' :_._.._--- . I - -_i. __ _ _ �.—;.__ '' '
— s �� ��-!- s 3 ; , ; � � � ���-�� � s�� ; � �2
I-----�--._ ; . __.�_� _.,_ ;__- �-- � - _ - --- �'!�-� -- -- --- ------ --
;
. .
�� , , ��
1
. ' , I . � � �. I ' '
; ' � i
, , .
, � ; , , , �
, ; :
'— --..._. . . :.._. . :- ---- ' i ; I
� �. .s !`- -'-- -�. ,___.�.---'-- � .. _-.i.. . _ _ _-a __ _'
r ; , i , ' ; _ ' - -- ,-- � .-- '--- -- i
. : � ;
- �-- - _.. . —;-- --. ___..... __..... _ i.. ,. j I .��..
. J. .' ....� . .. ... ...�
' i
. I
; , ; ; � ' I �
;... _ _.__ , ;__ : .' : . ._ - -- -- - -- ---__ _
. , I ;
_. ,_ _ _ . ----- -- -- -± - --- - - - - - - - �
; ! ; ' -i f- -i j �. 1 _;.
; . , ,
E-- ---__. .: . _� _ ;.. _ . ; �__ _. : _ : _ _ _ _ _1__. _.J _-- — --
. � � 1 } � � �
. � , i 1 j ;
;
�
i . : � i ; . � � . � ; i � � �
�'_ '_._. ._ _. . �._. _.,... i__.._ � . � . _ __'_. ._ ' _' __"' -� '—__'.�— __ '._
.. -. ._.._ '__.. '._... . :-.. _ _
i . , < j- ; � --� -}
,
: ;
; , ,
� _, .�_.- -- . ; . , j _�_ � i I �
_ . . _ _.
�- . , I � -t- -� --- --- --- - - --+—j--- ---- �-- ,--- --
� � � �
. �
� ' � ' � i ; ; � �
f�------*---,-- � ; ' ---+--= - ---�--- - ' - ! -- --�--- ---.xJ---- --
� � � i � -�- .�_. ' I i_ � i T i � �
�
.
1 I ' � ' ' i i ' � � � �
, � i i j
�--,---- - --,--- -� ---;- -�--_+ _� i.._ _ _ ___ — ; - -- -------�---�---1----- —; - -� —
� �
, � I i � ; � , � ,
, ,
� ' {_ ' ,
___.._. .: .. _ . : , _.; , _ � � _ � - - - - --- ---- --
I ! �--�--�— T
, . _..
f � � { a ' � �
,
, �
�._�;..__.._ ; . ; j__ . .. -- ' + : j _ . j i __- --- ---- _- ---+ ---
,
.
, . � ,
, ,
. ,
; � � i , ! ' �
.
. � � � � � i .
.
�-- _...._ _ .... , . � ;
( _
, . — -- --
, , ; : ; ;.
, ; ; ,
..
, , , � , _ � , � � �
, � I
, ,
' �
.
. � ; a : . ; . � __ _ - --- - -- -- -
: � . � ; ; ; ; 1 : + . i �
...
CITY OF CAPE GIRARDEAU
OFFICE OF THE � CITY HA�L
CITY ENGINEER 401 INDEPENDENCE
�5���4�20 January 28, 2000 a.o.sox s»
CAPE GIRAROEAU,MO 63702�i,6t7
FAX(573)651-0860
Mr. Rich Vedder
Sverdrup Civil
13723 Riverport Drive
Maryland Heights, MO 63043
Dear Rich,
In response to a request from the Mayor and City Manager, I am sending a
change order to you for the Sloan Creek CSO project. As you may recall, Mitch Parris
asked to be compensated for additional pavement removai and repiacement work. I
have reviewed his request, the inspector's notes and John Bennett's concerns and have
arrived at the attached change order.
If you could have this put in your format and send it back down so it can be
signed I would appreciate it. I am writing Mitch a letter informing him of the remaining
items that he still needs to submit to close out this project.
If you have any concerns please fet me know.
Sincerely, /r �
��,i � ��=.
L�'~� � -
Mark A. Lester, P.E.
City Engineer
��
Pavement Replacement Calculations
College Parking Lot:
Submitted: 166.55 S.Y.
Actual Parking Lot Size: 40 x 50 = 222.22 S.Y.
Less Coilege pavement 55.56
Less pvmt previous paid 55.67
Excess pavement 110.90 S.Y.
Intersection Park & Fountain 86.36
Total Excess Pavement 197.35
197.35 S.Y. @ $ 50.00/ S.Y. _ $ 9,867.50
Pay $ 9,867.50
.i'
�.i �-':
`�
����`' SLOAN CREEK CSO SEWER
CITY OF CAPE GIRARDEAU
ADDENDUM NO. 1
" October 7, 1996
The following interpretations, deletions, changes or additions to the Contract Drawings and
Specifications shall be an integral part of the Contract for the above referenced project and must
be taken into account in rendering any proposal for this work.
This Addendu►n consists of 2 pages and 2 attachments (attachment #1 is a sketch of the drawing
revision; attachment #2 is Page 4 and 5 of the bid form).
SPECIFICATiONS
t,�rNn�inti�i ur nnlUnMl tiCJUUttLW
Section 00300 Bid Form A P P R � V � D
Revise Original Unit Price Schedule as follows: `3 � 1996
B. MANHOLES �� � �
1. Standard - 0 to 10 foot
depth 16 EA -
2. Standard - 10 to I S foot
deptll 3 EA
3. Outside Drop - 0 to 10
foot depth 2 EA
4. Outside Drop - 10 to 15
foot depth 2 EA
Add to the Original Unit Pi-ice Scfledule as follows:
1. PIPE ABANDONMENT
4. 27" Pipe 60 LF
Two copies of Pages 4 and 5 of the bid form are included with this Addendum No. 1 for use with
this bid. T11is copy will replace Pages 4 and 5 as issued for bid.
DRA��'INGS:
Sheet SGC03
IZe��ise detail per Attachment 1
This detail shows the revised sewer line between Manholes G1 and G2.
The revised slope is 5.34% and tlle invert of this influent sewer at Manhole G1 is
406.21. Manhole G l is a "Drop-In Manhole".
----END OF ADDENDUI�9 NO. 1----
(All hiddcr.nni,l acl:i�<����Icd��rccci��t ��f�thi,/�ddendiun in the apj�ropriate loc�tions on t]�e I3id Proposal FoiTn)