HomeMy WebLinkAboutResolution - 4660 - Agreement - Parkhill Smith & Cooper Inc - Master Drainage Plan & Drainage Manual - 11_10_1994Resolution No. 4660
November 10, 1994
Item #30
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to
execute for and on behalf of the City of Lubbock an Agreement for Engineering Services by
and between the City of Lubbock and Parkhill, Smith & Cooper, Inc., attached hereto, which
shall be spread upon the minutes of the Council and as spread upon the minutes of this
Council shall constitute and be a part of this Resolution as if fully copied herein in detail.
Passed by the City Council this
ATTEST:
betty A Johnson, 0 Secretary
AS TO CONTENT:
/.
9 � Z' //-, /�� Y--, 0�z
Larry D. IWrtel, P.E., City Engineer
APPROVED AS TO FORM:
G. Vandiver, First Assistant City Attorney
DGV:da/ccdocs/A-PARKHLres
October 25, 1994
AGREEMENT
FOR
ENGINEERING SERVICES
THIS AGREEMENT, between the City of Lubbock, Texas (hereinafter referred to as Owner) and
Parkhill, Smith & Cooper, Inc., with principal offices at 4010 Avenue R, Lubbock, Texas 79412
(hereinafter referred to as Engineer):
WITNESSETH:
WHEREAS, Owner intends to prepare a Drainage Manual and Master Drainage Plan for an
identified portion of the City of Lubbock and its Extra -Territorial Jurisdiction; and,
WHEREAS, Owner requires certain professional services in connection with the Project (hereinafter
referred to as the Services); and,
WHEREAS, Engineer is prepared to provide such Services;
NOW THEREFORE, in consideration of the promises contained herein, the parties hereto agree as
follows:
ARTICLE 1 - EFFECTIVE DATE
The effective date of this Agreement shall be
ARTICLE 2 - SERVICES TO BE PERFORMED BY ENGINEER
Engineer shall perform the Services described in Attachment A, Scope of Services, which is attached
hereto and incorporated by reference as part of this Agreement; and as described in Engineer's
proposal dated May 10, 1994 and the Owner's Request for Proposal RFP #12947, all of which are
incorporated by reference as part of the Agreement.
ARTICLE 3 - COMPENSATION
Owner shall pay Engineer in accordance with Attachment B, Compensation, which is attached hereto
and incorporated by reference as part of this Agreement.
ARTICLE 4 - STANDARD OF CARE
Engineer shall exercise the same degree of care, skill, and diligence in the performance of the
Services as is ordinarily provided by a professional engineer under similar circumstances and
Engineer shall, at no cost to Owner, re -perform services which fail to satisfy the foregoing standard
of care.
ARTICLE 5 - LIMITATIONS OF RESPONSIBILITY
Engineer shall not be responsible for actual means, methods, techniques, sequences, procedures, or
safety precautions and programs used in connection with the Project by others. Engineer shall assist
- 1 -
the Owner in the administering of its contracts with any vendor or other project participant in order
to fulfill contractual or other responsibilities to the Owner or to comply with federal, state, or local
laws, ordinances, regulations, rules, codes, orders, criteria, or standards.
ARTICLE 6 - OPINIONS OF COST AND SCHEDULE
Since Engineer has no control over the cost of labor, materials, equipment or services furnished by
others, or over contractors', subcontractors', or vendors' methods of determining prices, or over
competitive bidding or market conditions, Engineer's cost estimates shall be made on the basis of
qualification and experience as a professional engineer.
Since Engineer has no control over the resources provided by others to meet contract schedules,
Engineer's forecast schedules shall be made on the basis of qualification and experience as a
professional engineer. Engineer cannot and does not guarantee that proposals, bids or actual project
costs will not vary from his cost estimates or that actual schedules will not vary from his forecast
schedules.
ARTICLE 7 - LIABILITY AND INDEMNIFICATION
7.1 General. Having considered the risks and potential liabilities that may exist during the
performance of the Services and in consideration of the promises included herein, owner and
Engineer agree to allocate such liabilities in accordance with this Article 7. Words and phrases used
in this Article shall be interpreted in accordance with customary insurance industry usage and
practice.
7.2 Indemnification. Engineer agrees to defend, indemnify, and hold Owner whole and harmless
against all claims for damages, costs, and expenses of persons or property that may solely arise out
of, or be occasioned by, or from any negligent act, error, or omission of Engineer, or any agent,
servant, or employee of Engineer in the execution or performance of this Contract.
7.3 Defense of Claims. In the event an action for damages is filed in which negligence is alleged
on the part of Owner and Engineer, Engineer agrees to defend Owner. In the event Owner accepts
Engineer's defense, Owner agrees to indemnify and reimburse Engineer on a pro rata basis for all
expenses of defense. Owner also agrees to indemnify and reimburse Engineer on a pro rata basis
for any judgment or amount paid by Engineer in resolution of such claim. Such pro rata share shall
be based upon a final judicial determination of negligence or, in the absence of such determination,
by mutual agreement.
7.4 Employee Claims. Engineer shall indemnify Owner against legal liability for damages arising
out of claims by Engineer's employees. Owner shall indemnify Engineer against legal liability for
damages arising out of claims by Owner's employees.
7.5 Limitations of Liability. To the fullest extent permitted by law, Engineer's total liability to
Owner for any and all injuries, claims, losses, expenses or damages arising out of or in any way
related to the Project or this Agreement from any cause or causes including but not limited to
Engineer's negligence, errors, omissions, strict liability, breach of contract or breach of warranty
shall not exceed the minimum amounts required by Article 10 of this Agreement.
-2-
7.6 Other Project Indemnities. Indemnity provisions shall be incorporated into all Project
contractual arrangements entered into by Owner and shall protect Owner and Engineer to the same
extent.
7.7 Survival. Upon completion of all services, obligations and duties provided for in this
Agreement, or in the event of termination of this Agreement for any reason, the terms and conditions
of this Article shall survive.
ARTICLE 8 - INDEPENDENT CONTRACTOR
Engineer undertakes performance of the Services as an independent contractor and shall be wholly
responsible for the methods of its own performance and that of its subcontractors, agents and
employees. Owner shall have no right to supervise the methods used but Owner shall have the right
to observe such performance. Engineer shall work closely with owner in performing Services under
this Agreement.
ARTICLE 9 - COMPLIANCE WITH LAWS
In performance of the Services, Engineer will comply with applicable regulatory requirements
including federal, state, and local laws, rules, regulations, orders, codes, criteria and standards.
Engineer shall possess the licenses necessary to allow Engineer to perform the Engineering Services.
Engineer shall not be responsible for procuring permits, certificates, and licenses required for any
construction unless such responsibilities are specifically assigned to Engineer in Attachment A, Scope
of Services.
ARTICLE 10 - INSURANCE
Prior to the time Engineer is entitled to commence any part of the services under this Contract,
Engineer shall procure, pay for, and maintain the following insurance written by companies licensed
in the State of Texas or meeting surplus lines requirements of Texas law and acceptable to Owner.
The insurance requirements of Texas law and acceptable to Owner. The insurance shall be evidence
by delivery to Owner of one (1) certificate of insurance, executed by the insurer, listing coverage
and limits, expiration date and term of policy, and certifying that the insurer is licensed to do
business in Texas or meets the surplus lines requirements of Texas law, or (2) a certified copy of
each policy, including all endorsements. The insurance requirements shall remain in effect
throughout the term of this Contract.
A. Comprehensive General Liability Insurance
The Engineer shall have Comprehensive General Liability Insurance with limits of
$300,000 Bodily Injury and $300,000 Property Damage per occurrence to include:
Premises and Operations
Explosion and Collapse Hazard
Underground Damage Hazard
Products and Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury (with exclusion "C" waived)
-3-
The Owner is to be named as an additional insured on this policy for this specific job,
and copy of the endorsement doing so is to be attached to the Certificate of Insurance.
B. Comprehensive Automobile Liability Insurance
The Engineer shall have Comprehensive Automobile Liability Insurance with limits of
not less than:
Bodily Injury $250/$500,000
Property Damage $100,000
to include all owned and non -owned cars including:
Employers Non -ownership Liability
Hired and Non -owned vehicles
The Owner is to be named as an additional insured on this policy for this specific job
and copy of the endorsement doing so is to be attached to the Certificate of Insurance.
C. Worker's Compensation and Employer's Liability insurance
As required by State statute covering all employees whether employed by the Engineer
or any Subcontractor on the job with Employer's Liability of at least $100,000 limit.
D Professional Liability Insurance (including errors and omissions) with minimum limits
of $1,000,000 per claim.
Engineer shall furnish owner certificates of insurance which shall include a provision that such
insurance shall not be canceled without at least thirty days written notice to owner.
ARTICLE 11 - OWNER'S RESPONSIBILITIES
Owner shall be responsible for all matters described in Attachment C, Owner's Responsibilities,
which is attached hereto and incorporated by reference as part of this Agreement.
ARTICLE 12 - REUSE OF DOCUMENTS
All documents, including drawings, specifications, and computer software, prepared by Engineer
pursuant to this Agreement are instruments of service in respect to this Project. They are not
intended or represented to be suitable for reuse by Owner or others on extensions of this Project or
on any other project. Any reuse without written verification or adaptation by Engineer for the
specific purpose intended will be at Owner's sole risk and without liability or legal exposure to
Engineer.
ARTICLE 13 - AMENDMENT, TERMINATION, AND STOP ORDERS
This Contract may be altered or amended only by mutual written consent and may be terminated by
the Owner at any time by written notice to the Engineer. Upon receipt of such notice, the Engineer
shall, unless the notice directs otherwise, immediately discontinue all work in connection with the
performance of this Contract and shall proceed to cancel promptly all existing orders insofar as such
orders are chargeable to this Contract. The Engineer shall submit a statement showing in detail the
work performed under this Contract to the date of termination. The Owner shall then pay the
Engineer promptly that proportion of the prescribed fee which applies to the work actually performed
under this Contract, less all payments that have been previously made. Thereupon, copies of all
completed work accomplished under this Contract shall be delivered to the Owner.
-4-
The Owner may issue a Stop Work Order to the Engineer at any time. Upon receipt of such order,
the Engineer is to discontinue all work under this Contract and cancel all orders pursuant to the
Contract, unless the order otherwise directs. If the Owner does not issue a Restart Order within 60
days after receipt by the Engineer of the Stop Work Order, the Engineer shall regard this Contract
terminated in accordance with the foregoing provisions.
ARTICLE 14 - NONDISCLOSURE OF PROPRIETARY INFORMATION
Engineer shall consider all information provided by Owner to be proprietary unless such information
is available from public sources. Engineer shall not publish or disclose proprietary information for
any purpose other than the performance of the Services without the prior written authorization of
Owner or in response to legal process.
ARTICLE 15 - NOTICE
Any notice, demand, or request required by or made pursuant to this Agreement shall be deemed
properly made if personally delivered in writing or deposited in the United State mail, postage
prepaid, to the address specified below.
To Engineer: Parkhill, Smith & Cooper, Inc.
4010 Avenue R
Lubbock, Texas 79412
ATTN: C. Clayton Yeager, President
To Owner: City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
ATTN: Larry D. Hertel, City Engineer
Nothing contained in this Article shall be construed to restrict the transmission of routine
communications between representative of Engineer and Owner.
ARTICLE 16 - UNCONTROLLABLE FORCES
Neither Owner nor Engineer shall be considered to be in default of this Agreement if delays in or
failure of performance shall be due to uncontrollable forces the effect of which, by the exercise of
reasonable diligence, the nonperforming party could not avoid. The term "uncontrollable forces"
shall mean any event which results in the prevention or delay of performance by a party of its
obligations under this Agreement and which is beyond the control of the nonperforming party. It
includes, but is not limited to, fire, flood, earthquakes, storms, lightning, epidemic, war, riot, civil
disturbance, sabotage, inability to procure permits, licenses, or authorizations from any state, local,
or federal agency or person for any of the supplies, materials, accesses, or services required to be
provided by either Owner or Engineer under this Agreement, strikes, work slowdowns or other labor
disturbances, and judicial restraint.
Neither party shall, however, be excused from performance if nonperformance is due to
uncontrollable forces which are removable or remediable and which the nonperforming party could
have, with the exercise of reasonable diligence, removed or remedied with reasonable dispatch. The
provisions of this Article shall not be interpreted or construed to require Engineer or Owner to
-5-
from employing such independent consultants, associates, and subcontractors as he may deem
appropriate to assist him in the performance of the Services hereunder.
ARTICLE 22 - SUBCONTRACTORS
No work herein called for by the Engineers shall be subcontracted to a subcontractor who is not
acceptable to the owner or assigned without prior written approval of the Owner. The Engineer shall
require subcontracts to conform to the applicable terms of this Contract and include provisions which
require subcontractor compliance with Owner Rules.
ARTICLE 23 - THIRD PARTY RIGHTS
Nothing herein shall be construed to give any rights or benefits to anyone other than Owner and
Engineer.
IN WITNESS WHEREOF, the parties have executed this Agreement.
APPRO D AS TO CONTENT
Larry D. H rtel, P.E.
City Engineer
ail ��,� �` �r1�►
First Assistant City Attorney
Attest F,-tt,— )_��
tty John n
City Secretary
PARKHILL. SMITH & COOPER. INC.
By: d'_ Attest
C. Cia n Yeage , P. . JobffS. Kelley, P.E.
President Secretary -Treasurer
-7-
ATTACBAIENT A
TO
CONTRACT FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: Engineering services related to the preparation of a Master Drainage Plan
and Drainage Manual.
A DESCRIPTION OF SCOPE OF SERVICES
The scope of services for this project is as follows. Work will not proceed until Owner has
authorized Engineer in writing to proceed.
I. BASIC SERVICES ARE ATTACHED AS EXHIBIT A-1
II. SUPPLEMENTAL SERVICES
A. At the request of the OWNER, the ENGINEER will provide Supplemental Services as
included herein or upon written agreement between the OWNER and the ENGINEER
defining the extent of such Supplemental Services and the amount and manner in which
the ENGINEER will be compensated for such Supplemental Services.
B. Any work requested by the OWNER that is not included in one of the items listed in
any other place will be classified as supplemental services.
C. Supplemental services shall include, but are not limited to:
1. Additional meetings with the City Review Committee, citizen advisory groups,
and/or other special groups to discuss the project.
2. Additional appearances at City Council meetings, public meetings, public
hearings, or before special boards.
3. Supplemental engineering work related to the acquisition of aerial mapping needs
as authorized by the Owner.
4. Special consultants or independent professional associates requested or authorized
by the owner, including additional legal, financial, engineering or technical
consultants.
5. Procurement of specialized software as authorized by the City, including
associated licensing fees.
6. Additional study areas, as identified in Exhibit A-2.
A - 1
ATTACHMENT B
TO
CONTRACT FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: Engineering services related to the preparation of a Master Drainage Plan
and Drainage Manual.
COMPENSATION
For the services covered by this contract, the Owner agrees to pay the Engineer as follows:
BASIC- ENGINEERING SERVICES
SUPPLEMENTAL ENGINEERING SERVICES
BASIC ENGINEERING SERVICES
Basic engineering services include:
1. Aerial mapping coordination and assistance.
2. Coordination of City Advisory Group Meetings (8).
3. Preparation of Drainage Design Manual.
4. Preparation of Master Drainage Plan.
5. GIS InterFace Development.
The Engineer will be paid on an hourly rate basis and subcontract personnel services will be
billed at cost. Engineers and subcontractors reimbursable expenses will be billed at cost
including toll telephone charges, printing, travel, airfare, computer charges, laboratory testing
and etc.
The maximum billed for Engineers personnel services, subcontract personnel services and
reimbursable expenses for the Engineer and subcontractor is shown as follows:
Basic
Reimbursable
Aerial Mapping Assistance
$ 3,575
$ 248
Advisory Group Meetings
$ 14,165
$ 1,924
Drainage Manual
$ 97,930
$ 11,270
Master Drainage Plan
$237,885
$ 45,578
GIS InterFace
73.1
$ 13.865
TOTAL
$426,715
$ 72,885
TOTAL BASIC ENGINEERING SERVICES -- $499,600
M]
SUPPLEMENTAL ENGINEERING SERVICES
Supplemental services described in Attachment A must be authorized in writing by the Owner
(City Engineer). All of a particular service, part of the supplemental service or none of the
supplemental service may be authorized by the Owner.
Upon written authorization from the City Engineer, the Engineer will provide the following
supplemental services for additional areas to be included in the Master Drainage Plan, with
the following indicated "not to exceed" amounts to complete such work:
Areal --
$37,743
Area 2
— $35,116
Area 3 --
$22,342
Area 4
— $18,173
A map delineating these areas is attached as Attachment D to this Contract.
The Engineer will be paid on an hourly rate basis and subcontract personnel services will be
billed at cost. Engineers and subcontractors reimbursable expenses will be billed at cost
including toll telephone charges, printing, travel, airfare, computer charges, laboratory testing
and etc.
Hourly fees listed herein for Engineer's personnel services will apply until December 31, 1995
and shall be changed annually on January 1st for the upcoming twelve (12) month period.
Category of Personnel
Range
of Rates
$/HR
Principal
90
125
Project Manager
85
90
Senior Engineer
75
90
Professional Engineer
55
75
Professional Land Surveyor
70
80
GIS Specialist
45
65
Engineer -In -Training
40
55
Technician
45
50
Drafter
40
45
Clerical
30
35
A. The following expenses are reimbursable:
1. Travel, subsistence, and incidental costs.
B - 2
2. Use of motor vehicles on a monthly rental basis for assigned vehicles and on a
current mileage basis or rental cost basis for vehicles used for short periods.
3. Telegraph costs, long distance telephone costs and project "onsite" telephone costs.
4. Reproduction of reports, drawings, and specifications.
5. Postage and shipping charges for project -related materials.
6. Computer time charges including program use charges.
7. Rental charges for use of equipment.
8. Cost of acquiring any other materials or services specifically for and applicable to
only this project.
B. The Engineer agrees to use its best efforts to perform the services as defined in
Attachment A within the billing limits stated above.
C. Monthly payments shall be made to the Engineer by the Owner based on the Engineer's
statement. The statement shall be itemized to indicate the amount of work performed
and the associated reimbursable expenses and subcontract costs.
D. The uncontested amount of each statement shall be due and payable upon receipt by the
Owner. Carrying charges of 1-1/2 percent per month from the billing date, shall be due
for accounts which are not paid within 60 days after the billing date.
E. It is understood and agreed that the maximum billings of each of the above items are
based on the start of the services being authorized not later than January 1, 1995. If
start of services is not authorized by date given, it is understood and agreed that the
upper billing limit will be adjusted accordingly by a supplement to this Agreement.
F. The Engineer shall start the performance of the services within ten days of receipt of
notice to proceed and will complete the Basic Engineering Services within 15 months.
Should the supplemental engineering services identified in Attachment A-2 be authorized
by the City Engineer, an additional 3 months will be added to the completion time, for
a total performance period of 18 months. Should such supplemental services be
required, the Owner will notify the Engineer at least 90 days prior to the completion of
the Basic Engineering services.
G. The Engineer shall keep records on the basis of generally accepted accounting practices
of costs and expenses and which records shall be available to inspection at reasonable
times.
B - 3
ATTACIEIIVIENT C
TO
CONTRACT FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: Engineering services related to the preparation of a Master Drainage Plan
and Drainage Manual.
OWNER'S RESPONSIBILITIES
The Owner will furnish, as required by the work and not at the expense of the Engineer, the
following items:
1. Access to all maps, drawings, reports, records, audits, annual reports, and other data
that are available in the files of the Owner and which may be useful in the work
involved under this contract.
2. Access to public and private property when required in performance of the Engineer's
services.
3. Access to existing property, boundary, easement, right-of-way, and utility surveys and
property descriptions.
4. Full disclosure regarding the PROJECT.
5. A Project Manager fully acquainted with the PROJECT who has authority to approve
changes in the PROJECT, render decisions promptly, and furnish information in an
reasonable time frame.
6. Pay all costs for advertising and reproduction incident to advertising public meetings.
C - 1
EXHIBIT A-1
CITY OF LUBBOCK. TEXAS
MASTER DRAINAGE PLAN/DRAINAGE MANUAL
ESTIMATE OF MAN-HOURS
AERIAL MAPPING ASSISTANCE
PYnftard. ExMbFt A-1
1APAD tWK1 CNGIE Jr. . Enw. OIa TWrkhm 0401 PM e1-Oat-e4
Finn
Task
Prh
Pro4
Sr.
Pro!
Pro!
GIS
ER
Tech-
Drafter
Clerical
Total
Total
Cumulative
Total
Mgr.
EAgr.
Engr.
Land
Spec.
Widen
Hours
Extension
Total
Task
Surv.
Hours
PSC
Ilmoo
$85.00
MOO
$80.00
MOO
$5&00
$45.00
$45.00
$45.00
$35.00
HR
«««««« Ratan »»»»»»
$100A0
$0.00
SM-50
$75.00
Moo
556.00
$82.50
$47.00
$46.00
$30.00
HeM
$125 W
$80.00
$80.00
$75.00
$8U.00
$8.00
1 $55.00
$51X00
$45.00
$35.00
PSC
Revlewproposal for aeridmapping offer comments
1
8
2
e
$MOO
$MOO
FIR
8
1
7
$%&00
$1,185.OD
HeMf
0
$Q00
$1119&00
PSC
Miscellaneous coordhdioryaselatanca during mappkg
1
18
2
21
$1,89Q00
$2,885.0D
FIR
8
1
9
111moo
$3,575.00
Labor Totals by Teem Member
PSC 1 2 24 0 0 0 0 0 0 0 4
HR 0 0 14 0 0 0 0 0 0 2
Half 0 0 0 0 0 0 0 0 0 0
Reimburseables
0 $0L00 $3,676.00
30 $2.350.00 $2,38Q00
1s $1,215.00 $3,675.00
0 $Q00 $3.575.00
PSC
Plane fares
0
®
0
Persons
®
$140.00
per Person
$M00
$3,575.00
HR
0
®
0
Persons
®
$MOO
per Person
$0.00
$3,575.00
Halff
0
®
0
Persons
®
$140-00
per Person
$0.00
$3,575.00
PSC
Motel expenses - none
0
Days
0
Persons
®
$8.5.00
per Men -day
$0.00
$3.576.00
HR
0
Days
0
Persons
®
$8.5,00
per Man -day
$0.00
$3.575.00
Half
0
Days
0
Persons
®
$8.5.00
per Men -day
$0.00
$3,575.00
PSC
Perking
0
Days
0
Vehicle
®
$10.00
per Day
$0.00
$3,575.00
HR
0
Days
0
Vehicle
®
$10.00
per Day
$0.00
$3.575.00
HdR
0
Days
0
Vehicle
®
MOO
per Day
$0.00
$3,575.00
PSC
Car remd - none
0
Days
1
Vehicle
®
$5600
per Day
$0.00
$3,575.00
HR
0
Days
1
Vehicle
®
$5600
per Day
$0.00
$3,575.OD
Hallf
0
Days
1
Vehicle
®
$56.00
per Day
Saw
$3,575.00
PSC
Mileage
ISO
Miles
1
Vehicle
®
$1131
per Mile
$48.50
$3,821.50
HR
50
Mlles
1
Vehicle
®
SQ31
per Mile
$15.50
$3.837.00
Hallf
0
Miles
1
Vehicle
®
$Q31
per Mile
$0.00
$3,837.00
PSC
Blueline prim
0
Prtnb
1
Safe
®
$2.55
per Set
Saw
$3.637.00
HR
0
Prints
1
Soft
®
$2.56
per Set
$1100
S%637.00
Hallf
0
Prinb
1
Sala
®
$2.65
per Set
$0.00
$%837.00
PSC
Reproductions
w
Copies
1
Bob
®
$1118
per Set
Saw
$%84s00
Fit
w
Copies
1
Bob
®
$0.18
per Set
Koo
S%05100
How
I
1 01
Capin
I Il
Bets
1 0
1 SM181
per Set I
I
saw
863A0
18
30
48
46
PSC
Telephone
10
Culls
1
Each
®
55.00
per Coll
$50.00
$3,70100
FIR
10
Calls
1
Each
®
$5.00
per Call
111S0.00
$%753.00
Halff
Calls
1
Each
®
S5.ao
per Call
ro1100
S3,753.00
PSC
Meaels
0
De p
1
Men
a
$2&00
per Man —day
so.00
$3,75&00
FIR
0
Days
1
Men
®
$25.00
per Man —day
$0.00
S3,75&00
Halff
0
Daays
1
Men
®
$MOO
per Man —day
$0.00
53,75&00
PSC
Fax
10
Pages
1
Each
®
$1.01)
per Page
S10.00
53,783.00
FIR
10
Pages
1
Each
®
$1.0o
per Page
$la00
S3na00
Halff
0
Pages
1
Each
®
$1.00
per Page
sazao
S3na00
PSC
Post ge%hlpping
t
Months
1
Each
®
$MOO
per Month
$MOO
53,79&00
FIR
1
Months
t
Each
Q
$25.00
per Month
$25.00
$3,82&00
Halff
0
Months
1
Each
Q
$25.00
per Month
$0.00
53,82&00
PSC
CADD Charges
0
Hours
1
Operator
®
S8.00
per Hour
$0.00
53,823.00
FIR
0
Hours
1
Operator
O
S&oo
per Hour
Saoo
53,823.00
Half?
1
01
Hours
I 1
I operator
1 0
1 $0.00
Hour
$0.00
$3,82100
>: Tdd'Iahatiulss
::
l2 00
Relmburseabies breakdown and total fee prorats
PSC
First number reimbursaebWe for teem member, second number total fee for teem member
AwW
$139.50
$2,499.50
FIR
First number re imbursaebles for teem member, second number total fee for team member
Mrya
$108.50
$1,32&50
Hall!
number relmbureeables for teem member, second number total fee for teem member
Saw
$0.00
CMck pelrr�w= eblw burn" Pw M
FFirst
S2 UQ
. si9 S2SOD
CITY OF LUBBOCK TEXAS
ADVISORY GROUP COORDINATION AND MEETINOS
ESTIMATE OF MAN-HOURS BY TASK
Exhibit A-1
FYnCo d.
Finn
Task
Prh
Pros
Sr.
Prof.
Prof.
GIS
ER
Tech-
Drafter
Clerical
Total
Total
Cumulative
Mgr.
Engr.
Engr.
Lard
Spec.
Nolan
Hours
Extension
Total
Surv.
PSC
$90.00
$KOO
$7&00
$80.00
$75.00
W&O0
$45.00
$45.00
$45.00
$35.00
HA
««««««PAW »»»»»»
$100.00
f10.00
$82.50
$75.00
$MOO
$56.00
$82.50
$47.00
$45.00
$=DO
HOW
1
$125.00
1 $MOO
$MOO
$MOO
$80.00
$85.00
$55,00
$50.00
$45.00
$36.00
PSC
Attend planned meetings at 3 to 4 month Intervals,
8
18
24
$2,080.00
$2,080.00
HR
estimate 2-hour briefing time per rued g
8
8
$580.00
$2,740.00
HdR
8
81
$720.00
$3,480.00
PSC
Travel time for coordination meafts
1
3
4
$345.00
$%00&00
HR
2
2
$1a&DO
53,970.00
Halo
1 12
1
81
1
20
$1,BDO.O0
M57Q00
PSC
Preparation for meetings (Notes, displays agendas,
8
24
84
14
108
M950.00
$11.520.00
HR
aplaratory materials, plots, labels), use existing material
8
2
e
$555.00
$12,075.00
Half
I to the extent possible
4
8
21
14
$950.00
$1%025,00
PSC
Meeting minutes and distribution
2
8
8
18
$1,140.00
$14,10&00
HR
0
$0.00
$14.18500
Halff
0
$0.00
$14.1a&OO
keborTotals
»17
61.
> 40
> D
. .>` 0
. ' : 18
4
, is O'
i; . 4N`:
214
!> =14.18G�00
Labor Totals by Teem Member
PSC
17
51
0
0
0
0
0
0
84
22
154
$0.51&00
$9151SOO
HR
0
0
16
0
0
0
0
0
0
2
18
$1,380.00
$10,89SOO
HaMf
0
0
24
0
0
18
0
0
0
2
42
270.00
$1418500
.
i4bOr i$reeS:8u111.
<81
< 01017777W7711
Men -Hours per Meeting (Estimate 8 Meetings)
Reimburseable expensw
27
PSC
Plane fares
0
®
0
Persons
®
$140.00
per Person
$0.00
$14,10SOO
HR
0
®
0
Persons
®
$140.DO
per Person
$0.00
$14,185.00
Half
2
®
1
Persons
®
$MOO
per Person
ww.00
$14,445.00
PSC
Motel expenses
0
Days
0
Persona
®
WOO
per Men-dey
$0.00
$14,445.00
HR
0
Days
0
Paeans
®
WOO
per Men-dey
$0.00
$14,445.00
Hallf
0
Days
0
Persons
®
WOO
per Men-daV
$D.OD
$14,445.00
PSC
Parking
0
Days
0
Vehicle
®
$10.00
per Day
$D.OD
$14,445.00
HR
0
Days
0
Vehicle
®
$10,00
per Day
WOO
$14,445.00
Halff
0
Days
1
Vehicle
®
$10.00
per Dart
$o.OD
$14,445.00
PSC
Car Rental
0
Days
0
Vehicle
®
W&O0
par Day
$D.DD
$14,44MOD
HR
0
Days
0
Vehicle
®
$56.00
per Day
WOO
$14,445.D0
Half!
0
Days
0
Vehicle
0
$MOO
per Day
$0.00
$14,445.00
PSC
Mileage
50
Mtiee
1
Vehkde
®
80.31
per Mile
81&50
814,40MOD
HR
80
Miles
1
Vehicle
®
80.31
per Mlle
81&50
814,47000
I tiff
I
1 01
Mlles
I 1
I Vehicle
1 0
1 8Q31
I per Mlle
I
I I
I 8QOO
$1 478.00
Total
Task
Hours
40
26
130
18
214
214
PSC
Slueline prim
80
Prints
1
Sam
®
$2.55
per Set
$204.OD
$14,880.DD
HR
10
Prtts
1
Soft
®
$2.55
per Set
$25.50
$14.705.50
Hdff
0
Prtts
1
Sets
®
$2.55
per Set
$0.013
$14,705.50
PSC
Reproductions
25
Copies
80
Bob
®
SQ16
per Set
$320.OD
$15,025.50
HR
25
Copies
to
Sets
®
S0.18
per Set
$84.00
$156089.50
Hd ff
10
Copies
18
Soft
®
Sp.18
per Set
$25.60
515,115.10
pSC
Telephone
15
Calls
1
Each
®
$.OD
per Call
$75.00
$156190.10
HR
15
Calls
1
Each
®
$SOD
per Coll
$75.00
s15,285.10
Hatif
8
Calls
1
Each
®
$.OD
per Call
$40.00
$15,305.10
PSC
Meade
0
Days
1
Men
®
$25.00
/Man -day
$0.013
$15,305.10
HR
0
Days
1
Men
®
$25.00
/Man -day
$O.OD
$156305.10
Hdff
0
Days
1
Men
®
$25,00
/Man -day
$0.00
$15.305.10
PSC
Fax
80
Pages
1
Each
®
$1.00
per Page
$80.00
$15638r%10
FIR
SD
Pages
1
Each
®
$1,01)
per Page
$ D.00
$15,485.10
Hdf
SD
Pages
1
Each
®
S1.013
per Page
$ D.00
$156545.10
PSC
Postage/shipping
8
Meetings
1
Each
®
$10.00
/Me"
$ D.00
$156826.10
HR
4
Meetings
1
Each
®
S10.Oo
/Meeting
$40.00
$151885.10
HaNT
4
Meetings
t
Each
®
$10.00
/Meeting
sW.00
$15,705.10
PSC
C/1DD Charges
8
Hours
8
Meetings
@
S8.00
Per Hour
$384.00
$18 089.10
HR
0
Hours
8
Meetings
®
$8.00
Per Hour
S0.00
$18,089.10
Halff
01
Hours
1 81
a
1
1 $8.001
Per Hour
$000
518,089.10
>tt.a21 0
Rdmburseeblea breakdown and total fee prorate
PSC
First number relmburseables for teem member, second numbertotd fee for teem member
Advisory
$1,158.50
$10,673.50
HR
First number reimburseeblee for teem member, second numberlotd fee for team member
Grow
$300.00
$1,880.0D
Half
First number reimburseebles for teem member, second number total fee for been member
Ordv
$485.00
$3 735.80
Chark Hebnbixseebke Sum and Total Fee . .>
S1 9¢4 01
a089 10
Lubbock Drainage Manual
Tasks and Man -Hours
rre ederd. ExhibR A-1
eu-. 00nuuru0 wv. ...a _ e._n.a_ed m.ew ou
Teem
Task
Firm
Prol.
Sr.
Prol,
Prof. Land
GIs
EIT
Tech-
Drafts
Clerical
Total
Total
Cumulative
Memberisj
PIK
Mgr.
En ,
En .
Surveyor
S
nlotan
Hours
Budget
Total
PSC
$00.00
$85.00
$75.00
Sa0.00
$76.00
866.00
$45.00
$416.00
$45.00
$35.00
(S)
(t)
MR
««« Rabe »»»>
$100.00
$0.00
882.50
$75.00
$76.00
$65.00
$62.50
$47.00
$45.00
$30.00
Ham
$126.00
$90.00
$90.00
$76.00
t80.00
$55.00
t65.00
t50.00
t45.00
t35.00
PSC
Miscellaneous coordination
10
10
24
22
a
76
$5,590.00
$5,590.00
MR
(No graphics)
a
2
10
t720.00
$6,310.00
Half
a
2
10
8790.00
S7,100.00
PSC
Review axlsling development ordinances
2
10
30
4
60
$3.960.00
t11,000.00
MR
and playa Iske treatmente
2
24
4
30
t2,300.00
t13,360.00
Nographics)
PSC
Policy Development
4
12
10
4
30
$2,120.00
$15.480.00
MR
(No graphics)
14
a
4
26
$1,875.00
$17,356.00
Half
12
a
4
24
S1,820.00
$19.175.00
MR
Submittal requlremente
2
30
24
12
74
$5,330.00
$24,505.00
No graphics)
Halfl
Hydrology and hydraulics sothvere (No graphics,
48
8
58
13,a90.00
$28,355.00
address oniv Muter Plan H&H models software
PSC
Determination of storm runoff
a
20
60
32
32
12
162
$9,140.00
t37,525.00
MR
(Use SCS curve number theory, TxDOT rational
2
2
Sa0.00
$37.585.00
Half!
coefficients, TP-40 and Hydro-35 reinlelt SCS
2
2
S70.00
$37.1155.00
Tvoo II distribution, AMC* 11 and III onki
PSC
Street and sRay drainage
2
14
40
to
5
77
$4,005.00
641,720.00
No custom gutter flow curves
PSC
Storm Drains
2
12
24
46
32
12
126
$6,570.00
8481290.00
(Basic hydraullos and criteria on
PSC
Inlets
2
a
to
28
32
a
94
84,800.00
t63,090.00
(Basic hydraulics on
HaMI
Open channels
2
10
24
54
30
12
144
$8,500.00
$61,590.00
(Basic hydraullos and criteria on
PSC
Culverts
2
a
26
40
40
a
124
t6,300.00
8671890.00
(Basic hydraullcs and criteria on
PSC
Playa lakes
12
la
30
24
44
a
134
$7.500.00
t75,470.00
MR
(Incorporate 1.4' runoff In storage before events
24
24
to
24
4
92
65,960.00
861,450,00
modeled shopina 8
PSC
Storm water pump stations for playas
1
12
24
24
4
a5
$3,410.00
864,860.00
HaMf
(Vey simple considerations for designing pump
0
t0.00
t84,860.00
stations at Waves, minimalgraphics)
PSC
Storm water quality
10
18
24
a
00
64,330.00
t89,190.00
MR
(Sediment control practloss: sits fences, hey bales,
32
12
3
47
t3480.00
t92,670.00
HaMf
etc.) --
0
$0.00
$92 670.00
Total
Task
Hour
98
90
80
74
So
166
77
128
94
144
124
220
a5
113
PSC
Appendix - Wetlands
4
1
HR
Lke copy of federal rape only, contact ODE for
latest version of dRegs
PSC
Appendix - Flood maps amendments
4
1
HR
and revislons (Use copies of FEMA materials only)
PSC
Errata revlslans based on Master
HR
Drainage Plan work
Half)
- - - - - - Delete ------
Do as additional services M
PSC
Quality Control
2
32
2E
10
Labor Totals by Team Member
PSC
E1
192
24
22E
0
0
234
0
272
91
HR
4
0
13E
5E
0
0
2E
0
24
31
relmbueaebla expeonose - Lubbock Onalrogia Menwl
6
0
$375.00
$0.00
$03,045.00
$03,045.00
b
0
$375.00
$0.00
$93,420.00
$93,420.00
0
0
0
50.00
$0.00
$0.00
$93,420.00
$93,420.00
$93,420.00
72
$4,510 00
0b0:00
161�
. s: fiYt:DS0i00?
1100 $83.125.00
281 $19.745.00
PSC
Pia a fares
0
@
1
Persons
@
8130.00
/Person
50.00
$97,930.00
HR
(No In -person coordination between Dallas and
0
@
1
Parsons
@
$130.00
/Person
SO.00
$97,930.00
Ham
Lubbocl4
0
@
1
Parsons
to
5130.00
/Person
50.00
$97,930.00
PSC
Motel expenses
0
days
1
Parson
O
$65.00
/Man -dry
$0.00
$97.930.00
Ham
(No overnight travel)
0
days
1
Parson
@
$65.00
/Man-dy
SO,00
$97,930.00
PSC
Parldng
0
days
1
@
$10.00
/Day
$0.00
$97,930.00
Ham
(No airport perking fees)
0
days
1
@
$10.00
/Day
$0.00
$97,930.00
PSC
Car rental
0
days
1
@
$55.00
/Day
SO.00
$97,93O.00
Ham
(No car rentals associated with traysq
0
days
1
@
$55.00
/Day
$0.00
$97,930.00
PSC
Mileage
500
Mlles
1
Vehicle
@
$0.31
/Mlle
$155.00
$96,O1f6.00
HR
500
Mlles
1
Vehicle
@
$0.31
/Mlle
$155.00
508,240.00
Ham
0
Miles
1
Vehicle
@
$0.31
/Mlle
$O.00
596,240.00
PSC
Bluelinsprinta
40
Prints
1
Set
@
$2.55
/Set
$102.00
S9E,342.00
HR
20
Prinb
1
Set
@
$2.55
/Set
551.00
50E,393.00
Ham
20
Prints
1
Set
@
$2.55
/Set
$51.00
$95,444.00
PSC
Reproductlons
4000
Copies
1
Set
@
so. to
/Copy
5E40.00
599,064.00
HR
2500
Copies
1
Set
Copy5400.00
$99,484.00
HaM
2500
Copies
1
Set
O
50.1E
/Copy
$400.00
590,EE4.00
b,
b
0
72
1617
1617
PSC
Telephone
120
Cafb
1
Ea
@
$6.00
/Call
Swo.W
$100.484.00
HR
80
Calls
1
Ea.
@
$6.00
/Call
$400.00
$100.884.00
Hallf
80
Calls
1
Ea
@
$5.00
/Call
$400.00
$101,204.00
PSC
Meals
0
Days
1
Man
@
$25.00
/Man —day
$0.00
$101,284.00
HR
(No overnighttraveq
0
Days
1
Man
@
$25.00
/Men —day
$0.00
$101.284.00
Hallf
0
Days
1
Man
@
$26.00
/Man —day
50.00
$101.254.00
PSC
Fax
1000
Pape
1
Ea.
@
$1.00
/Page
$1,000.00
$102.284.00
HR
(Fax essential without trwsQ
SW
Pape
1
Ea
@
$1.00
/Page
5500.00
$102,784.00
Hal"
600
Pape
1
Ea
@
$1.00
/Page
5500.00
5703,254.00
PSC
Postegefshipping
12
Months
1
Ea
@
5700.00
/Month
$1,200.00
$104.484.00
HR
(Poetage/shippinpessential without travel)
12
Months
1
Ea.
@
$100.00
/Month
$1,200.00
$105,884.00
HOBS
12
Months
1
Ea
@
$100.00
/Month
$1,200.00
$100,884.00
PSC
CADD Charges
272
Hours
1
Ea
@
$8.00
/Hour
S1,a32.00
$105,516.00
HR
24
Hours
1
Ea.
@
$8.00
/Hour
$144.00
$105,600.00
Half!
38
Hours
1
Ea
$15.00
our
5540.00
S109200.00
%1�I:R�NarlilNra�abfaa
...:
1i tBiQaa
Relmburseables by Team Member
PSG
$5,329.00
508,454.00
HR
52,1150.00
522,595.00
HaBf
$3091.00
$18151.00
t�hicicrtim. `:
>tt i 27f> o0
Clack
Total Fee Breakdown
Cumulative
PSC
First number total fee for loam member, second number a check on cumulative total
Dralrage
568,454.00
$68,454.00
HR
First number total fee for loam member, second number a check on cumulative total
falammd
522,595.00
$91,049.00
Hain
1 First number total too for team member, second number a check on cumulative total
O
$111,151.001
$100200.00
CITY OF LUBBOCK, TEXAS
MASTER DRAINAGE PLAN
ESTIMATE OF MAN-HOURS
PIM co"
C11- I I MWI AM V"I
ExhIbIIA-1
ru4upu
Firm
Took
prh.
Prol.
Sr.
Prof.
Prof.
GIs
Err
Tech-
Chaft
Clerical
Total
Total
Omulellre
Mgr.
Engr.
Engr.
Land
Spam
1cl nan
Hours
E)danol cn
TOW
�
Su
($)
PSC
$QQw
$KW
57500
$8000
57500
$%W
saw
saw
11aw
$xw
HR««««««
Rates »»»»»»
$100.00
$0.00
$0250
$7500
$7500
$%W
$0250
$47.00
$aw
$31100
Hdlt
$125.00
"awl
S"MaW
$7500
"aw.
66500
$55600.
$MW
liew.
$X00
PSC
1. Existing aerial photography
I
a
1
10
5606.00
$11M.00
HR
(No evaluation, only receive and use only as needed)
0
$0.00
$11M.00
Half
0
-50.00
S".00
PSC
2 Existing one -foot contour maps
I
a
1
10
$11M.00
$1,610.00
HR
(No evaluation, only main and use only as needed)
2
1
3
111140.00
$1,790.00
Ham
4
4
1
9.
*475.00
SZ2115.00
PSC
3. Playa loodlon map
1
3
1
5
$360.00
$Z645.00
HR
(No evaluation, only receive and use only as needed)
1
1
$7500
$2,720.00
Haft
I
I
VSW
S2.795M
PSC
4. Storm owtvar Inlets, size and flow dlredlcn
1
2
1
4
SM.00
$3,000.00
HR
(No evaluation, only receive and use only as needed)
1
1
2
111105.00
$3,195.00
HaRf
1
1
$75
$3270.00
PSC
S. FEMA 1982 and 1 ON flood insurance study
1
2
1
4
SM.00
$3,555.00
HR
(No evaluation, only receive and use only as needed)
1
1
2
$105.00
$3.070.00
Haiti
P"oped wow In study will not be re-an&N-nd)
1
2
1
4
$240.00
$3,910.00
PSC
6. Flood avert ieca a (gauge data, photos, slides
1
2
1
4
$206.00
$4,2D5.00
HR
and observations)
2
2
SIS100
$4,355.00
Helf!
No evalustlon, only receive and upon as needed)
2
2
$150.00
$4,SD5.00
PSC
7. Storm water quality monitoring results
0
S0.0D
54,W5.00
HR
(No evaluation, do not use In H&H models)
Concert
an idu
hydrokqO
k6ydroullio
VA
aer quality
be done
under sepr
0
$0.W
$4,5D5.00
Haiti
------ Dekto ------
conthmnott
needed.
760.
0
$0.00
$4,505.00
PSC
8. Right-of-way maps Vand use hfc, Willies)
2
4
6
1
1:
$915.00
$5,420.00
HR
(No evaluation, only receive and use only as needed)
I
4
1
SM.00
$5,750.W
Hallf
4
5
$=.W
$6,055.00
PSC
9. Model calibration report band an existing
Time reks!
roil"
pk" h
ke level fie
I deft
Colt r
dion not
vI
ble, W1
We
0
so. OD
I18,0115.0D
HR
Information Qhydircloglo modell
Indownsitic
.
ro
I law
phVe
1�ioelly
a
heels.
0
SQ0D
66.0115.00
Hatff
1
0,
$0.0D,
$6,0115.10
Total Hours
per Major
Task
10
22
7
7
10
a
0
23
0
............:.:..:..:..:..: ..:..:.....:..:...; .............::..:::.::. .
PSC
1. Identify plays lake loodkne and owrflowerode
t
8
24
2
35
$2,280.OD
$8,355.OD
Hui
from Clly's furnished topographic maps (1'-200)
8
1
7
$400.00
$8,845.OD
H&M
detesmins crest ek allon from map
12
1
13
$935.00
$9 780.00
PSC
2 VI" field confirmation of playa We Ioodlons and
1
2
8
1
12
$0155.00
$IQ435A0
HR
Overflow crests In ocnonoticn wlh Ham E.2.
2
8
1
9
$555.00
$111990.00
Ham
dws Halffs lakes
01
MOD
$1 990.00
<n'IDEK)'F1! iAi+RYi3ELiNEiIiIE i?IAYiKEaiil�lx(Al7EffsF1EQ
PSG
1. Convert dlgIthedtopomaps soatstoV-1,OOD'
1
4
10
60
1
78
$3,815.0D
$14605.00
Hui
and plot
0
$O.OD
$14.605.00
HWO
4
1
5
$215.00
$1 820A0
PSG
2. Delhadaand dlgMewatershed boundaries
2
20
6
6
35
52,720.0D
$17,640.00
HR
from contours
6
8
S60D.00
$14140A0
Half!
Iheste beforeplotting)
51
1 t6
28
49
$2 750.00
$24890.00
PSG
3. Calwlda total area In each playawdarshod
2
18
12
24
48
2
105
$5,740,OD
$24630.00
HR
8
8
14
1
20
$1.810.00
$24240.00
H&M
6
20
36
1
63
$3 2D5.OD
$31445A0
PSG
4, Visual field eonflematkn of bandrlee (h
0
$O.OD
$31,445.00
HR
con)unotlanwlhoverflow create flab work)
Unlikely 0
atmajw
sot km
undery
s
bean
by man
ado
0
$OAD
$31,445.00
H&M
------ DA- ------
0
$0.00
$31,445.00
PSC
S. Adjust boundaries based on field observations
0
$O.OD
$31,445.00
HR
(my markup ph-)
UnW sly 111
at major w
doW sot tm
undary
have
been
by man
ado m
0
$0.00
$31,445.00
H&M
------ Delete ------
0
$0.00
$31445DO
PSC
6. Digitize find watershed bash adjustments and
0
$O.OD
$31,445.00
Hui
check
unholy
d major
ad
dsry Ioc
ations ham,
been Mer
ed by man
ads ma
mL
0
$0.00
$31,445.00
Halff
------ Delete ------
0
$0.00
$3/ 445.00
..................................................................................
t�.>g3EN1'I�Y;fiLAY/i.t;lAl�flYlrHf:1ON1fiAliTE�<<
PSC
1. Identlly routes from 1'-200 contour maps
4
24
24
24
4
80
$5,050.OD
$34505A0
HR
Markup proposed route cross section locations
e
e
2
14
SM.00
$37,390.00
Half
12
12
24
$1550.00
$34950.00
PSC
2 Visual field co firnetlm of routes and cross
0
$0.00
$34950.00
Hui
sectlan loodlons
00In con
Ion
Itrn E.2
0
$0.00
$38.960.00
Hales
------ Odds ------
0
MOD
$38,950.00
PSC
3. Adjust routes 6 soctlons based on field obsen
0
$0.00
$38,950.00
Hui
(my markup ph-)
Do In Dan
Item E.2
0
$0.00
$34050.00
HoM
------ Delete ------
0
$0.00
MV50.00
PSC
4. Retrieve applicable culvert Mon. atkmtram
1
4
8
18
2
31
$1,700.0D
$4Q650.00
Hui
City, County and State sources whom rorAes
4
12
1
17
$1,050.OD
$41,730.00
HaIH
cross major thoroughfares only
minor cross s
0
$O.OD
$41 730.00
E `:]E1lYTY E]iWfiSB' DIfGFIE&'Ahq BWAFEI;:':;;:<:
PSC
1. Identify failures from 1'-400 oantcurmaps (in
0
$0.00
t111,73000
Hit
conkndkn wlh overflowaresh field work i
0
$0.OD
$11,73000
HaBf
------ Delds ------
0
$0.00
fH173000
65
21 76
81
95
t98
0
0
0 374
lie
0
0
48 166
0 '
PSG
2. Visual Meld cmMmatkn of structures under
2
e
e
20
1
37
i2,165.00
$43,685.00
HR
majorhoraphfarse
4
1e
1
21
i1,330.W
i45,215.00
HeMf
to do Ha6re field ocnOwn
6
1
7
64e6.00
W700.00
PSG
3. Retrieve applicable culvert Information from
0
i0.00
$456700.00
HR
City, Courrty and Side sources rshereneaded to
Saws Item
A.
0
$O.OD
$456700.00
Halff
defhe ditch flow w D.4
0
$O.OD
$4 700.00
PSG
4. Maim adjual marts based an field obserwtlms and
1
4
2
10
1
27
i1,440A0
$47,140.00
HR
O.C. check
2
e
1
11
$M.00
$47,820.00
HaMf
2
12
1
15
$M.0o
$441165.00
s':>IDEt+C!'IFV:�ND Ef�U1�ncT�:>rtl�CltiNii:lJfidtli: <:>:>::>
PSG
1. Dlgklas land use maps Iron City
0
=0.00
04Q665.00
HR
------ Dalsla ------
Ouncentri
to on IMF
P land use,
0
t.�0.O0
i4e6665.00
Him
0
$0.00
655.00
PSG
2. Visual field cmfimatim of existing land use
0
i0.00
04Q665.00
HR
------ Ddsb ------
OMOO"Ton
Mur
i lead use,
0
=O.OD
04Q665.00
HaMf
0
$01W
i44665.00
PSG
3. Incorporate changes to map dictated by field rwAsw
0
=0.00
90.665.00
HR
of existing land use and check
Cancentn
Iss on 1w1un
i land use,
0
i0.00
04Q665.00
HaM
------ Oak" ------
0
$0.00
i4e665.00
__ ................... ....__.........I..............._
..................................................................................
Si;:LDEWIIF!l SOIL#.
PSG
1. Identity hydrologic sdlgroupings, lomalclasses
1
12
to
16
2
47
62,620M
i51,2e5.00
HR
e
6
$405.00
$51,780,00
Halt
4
10
16
1
31
$1755.00
llnS45.00
PSG
2. Consolidate sdlclasses Mherehydrologlr.ally
2
e
1e
2
26
i1,050.0D
i55,105.00
HR
similar
0
$0.00
055,195.00
Half
4
12
18
1
35
i1 065.OD
$57180.00
..................................................................................
#!i fD�1�lTde (> 11Nf3:l7ORM S�YY�Rf3
PSG
1. Identity dorm sawn most Ilksly to be Impacted
2
6
4
2
14
e04o.00
$64120.00
HR
by the project study area, ndiy City of potential
0
=O.DO
$58,120.00
Half
impacts, do not analyze
e
4
1
11
$796.00
1:58,915.00
PSG
2. Set up storm swear base models for each system se
0
SOM
556,015.00
HR
applicable for analysts of deficiencies and or
Sbsn see
w moddln
I not • pan
of his pie
ining phas
1.
0
SO.OD
MO15.00
Hat f
In pacts sea kern P Isted Prior to 1st "MMA
0
i0.00
M915.00
t .:G1iiI71ZE t7A811Nf3 i�OKint1R MAPS
PSG
1. Prepare maps for scanning. soon maps Into digital
4
12
to
i1,350.00
i64295.00
HR
forted
0
SO.00
i64295.00
Halff
6
10
18
$970.00
$61255.00
PSG
2. Impart City base map into GIS dalsbaw
1
4
1
6
$406.00
$61,730.00
HR
0
=O.OD
$61,730.00
HaMI
I
i
i
1
1 41
1 1
5
$215.00
SO1945DO
65
0
53 11e
0
0
0
84
53 147
25
0 25
34
11
PSC 3. Transpose maps to NADS3 ooardhates 1 14 1 1a $1.316.00 sa3,260.00
HR 0 $0.00 $63,260.00
Halff a 16 1 25 $1276.00 535.00 41
PSC
4. Vactorfzs soamsd maps and oonvert to 3-D fib
2
a
1
g
6725.00
s65,260A0
HR
0
$0.00
s85,2ao00
Half
0
1
7
$305.00
squaspo
1a
PSC
S. Determine registration points visually
1
2
1
4
a20ti.00
585,880.00
HR
0
$0.00
665,880.00
Hd1f
4
a
1
11
ssa6.00
W425.00
15
PSC
8. Deteanhe 000rdhates for registration points
1
2
3
$20D.00
s66,6135.00
HR
0
$0.00
s84685.00
Hal1f
a
4
10
$570.00
sa7265.00
13
PSC
7. Macellereaus datacoikctlan regarding base maps
2
8
a
a
4
1
31
61,015.00
$%170.00
HR
Hd f
a
a
a
1
1
g
17
M.00
$1 275.00
$04700.00
$7 g75.00
57 187
.. ....... .
c >ilfarilzzf? r3t�NS
PSC
1. DlpMlas soil olawlfkratlons
2
a
4
1
13
$905.00
$71.880.00
HR
0
$0.00
$71,880.00
Halff
to
24
1
43
$2255.00
S74,165.00
56
PSC
2. Dewlap GIS link to soil type
2
4
a
1
15
$915,00
$75,000.00
HR
0
i0.00
$75,060.00
,
Half
2
1
a
1
15
$836.00
s7 g1S.00
30
PSC
3. Datsrmhssoilparameters for data base
4
10
2
1a
$1,2f10,00
s77,195.00
HR
a
1
g
11IM.00
s77,88S.00
,
Halff
8
1
g
$755.00
s7a,640A0
34
PSC
4. Input soil parameters to data base
1
4
4
g
$610.00
67Q250.00
HR
Halff
2
6
a
0
16
$0.00
It9w.00
$7Q250.00
$8Q180.00
25 145
PSC
0
0
0
0
0
0
0
0
0
0
0
s0.0D
s8Q180.00
(See aerials assistance under saparats tasking)
HR
0
0
0
0
0
0
0
0
0
0
0
$0.00
$SQ 180.00
Halff
0
0
0
0
0
0
0
0
0
0
0
$0.00
s8Q180.00
0
.53
tD4.:::
- 10:i
;D.
3D0>:
6G:i
i1a25
Labor Breakdown
PSC 49 219 0 96 0 0 157 0 100 36 719 $44,430.00
HR 0 0 14 49 0 0 64 0 14 14 155 80,690.00
IialM 0 0 30 47 01 100 4a 0 192 19 45t 870.00
Nbrinh90 Total w%Ia0A0
Enter the above told In workshael LLISPLAN2.VVK1
V11- I i WPI Aftb Vkhel
CITY OF LUBBOCK, TEXAS
MASTER DRAINAGE PLAN
ESTIMATE OF MAN-HOURS
Plan Coord.
MW r
Exhlbk A-1
Jr.
U-1 0- P nm T41 AI_rW_QA nA-10PU
Finn
Task
prin.
Prof.
Sr.
Prof.
prd.
GIs
ER
Tech-
DfdW
Clerical
Told
Total
01mulatt"
Mar.
Engr.
ENr.
Lard
Spec.
nblan
Hours
FAsnelan
TOW
Sun.
Tiz-
NUOD
1I6600
$75,00
MOD
$7500
$65.00
"SOO
MOO
MOO
$35,00
HR
«««««« Flates >>>>>>>>>>>>
$100.00
$0.00
$8260
$7500
$75,00
$65.00
56250
$47.00
MOO
$MOO
HW"
$125.00
$woo.
$9400
$75.00
$Woo
566.010
MOO
$SQOO
M00
$no()
..... ......
PSC
1. Evaluate selected surface runalf hydrologic nrodale
2
20
4
6
32
$2,270.00
$2,270.00
HR
(Advarviageffiloodwrtage report on vwkxA
18
4
22
1
$1.aD5.0D
$3,m.00
Halff
models wit recorrawdstian for one to use
18
a
4
28
M150.00
$0,025.0D
PSC
2. Evalude selected open chamel hydraulic models
2
20
4
2a
82,020.0D
$8,045.00
HR
roped on varlau
18
2
20
$1,545.0D
I19,500.0D
Hallf
I models vft r000mmarxistion for one to use
6
1
7
$425.00,
$1Q015.00
PSC
3. Evaluate *Waded drom sower hydraulic models
2
10
2
14
$1,100.00
$11,115J00
HR
0
$0.00
$11,116.00
Halff
0
SOM
$11,115,00
PSC
4. Prepare draft report of analysis wid
0
$0.00
$11,115.00
HR
nKx)rmanddkne
Submit
n
A a dndL
0
$0.00
$11,115.00
at report,
Haltt
= ----- Delete ------
0
SOM
$11.116.00
PSC
S. RwA@wwlh City Statl
0
S0.0D
SOO
:1111.."115,00
HR
------ Delete ------
Deliver to
Staff, i
sport sopr
to be i
Will-
0
$0.00
Haiti
rft
0
$0.00
$11,1is.00
PSC
0. prepare fine! roped
7.b1c
0
50.00
511,115.00
:11.
HR
------ Delete ------
Not nocas
my. only I
hW report 1
o be props
0
$0.00
11 5'00
red
Ham
0
$0.00
$11,115.00
.............
1. Coordinate with City planning deparimord on
PSC
2
8
1
11
$506.00
$IZ010.00
HR
projected growth and anticipated land use
24
1
25
$2,010.00
$1402OA0
Haiti
0
$0.00
$14020.001
PSC
z Collect liturs laid use data
2
8
4
1
15
$11,075.00
$14005.00
HR
8
4
1
13
$940.00
$14035.00
Hsllf
'T
12
1
13
$815.00
$14no.00
PSC
3.Dlgktm futurefuturekind use areas replacing eximtkV
1
8
$=.00
$17,485.00
HR
lend use
0
$0.00
$17,485.00
Haff
6
12
38,
3
57
,955.00,
$2(%440,00
Mon-Houva
Per mv�or
Task
82
63
14
0
0
0 140
36
41
as
PSC
4. Build QIS link to Ind use type (aulsthg and
1
4
5
$430.00
E20,870.00
HR
heure)
0
E0.00
E20,870A0
HaW
a
12
15
$QW,O0
E21 a60.00
PSC
S. Determine lowarrwters to tie to Ind use (addhg
1
a
g
$770.00
E22,630.00
HR
and Uwe)
a
a
E6o3.00
E23,230.00
HaMf
I
I
a
0
1 10
22
$1340.00
E2 570.00
PSC
G. Input Ind use parameters (wdsth0 andLWre)
1
2
1
4
SM.00
E24,965.00
2
1
3
$195.00
E25,Oe0.00
zHR
it
2
a
4
28
1
41
E2 055.00
$27125.00
TM mmtu ?i`ii i`i`i
1. Develop times of concentration for each watershed
PSC
0
E0.00
E27,125A0
HR
for existing n" trawl condition
OWWMT
ar blur
P oondhkn
0
E0.00
E27,125.00
HaIM
------ Dskft ------
0
E0.00
$27,125A0
PSC
2. Develop runcif curve numbers for each wdersl
$O.00
$27,125.00
HR
(wMhg condllkn)
Ooncentri
In an idur
i ourullidani
4
$O.00
E27,125A0
Halff
------ Oak" ------
E0.00
$27,125.00
PSC
3. Determine separde plays We lohalns' from
2
14
30
2
48
E2,790.00
$MQ15A0
HR
from 1'-400'oontourmaps
0
$O.00
$Mg15A0
Hallf
0
E0.00
$20,915.00
PSC
4. Model stop -backwater overflow patMfor
4
32
40
74
74
2
220
E1Z210A0
E42,125.00
HR
playaovedlow elevation - discharge for each
a
16
20
1
45
E2,530.00
$44,60.00
HeMI
plays badn' us FEC-2 (wMhg charswN
14
72
60
1
147
E7,745.00
E52,400.00
PSC
S. Develop slwdion-area-dicharge tables for each
a
24
16
62
60
2
172
E9,220.011
$01,620.00
HR
playalslcs
4
14
16
1
35
E1,025.011
E63,545.00
Haar(Use
1.4'Instorage tofind 'zero'stet elwatlon
a
42
40
1
91
E4,745.00
E64290.00
PSC
6. Develop logo tree and input commands for
a
24
24
48
4
105
$6,500.00
E74,790.00
HR
mode" each playa lake badn'separdey
a
16
2
26
E1,e35.00
$74425.00
Halff
using the recommended hydrologicmodel
10
32
2
44
$2550.00
$79,005.00
PSC
7. Run model and O.C. input and results, retain
$O.00
$70,005.00
HR
each bhaln' existing condition model as basis
F.siding a
mclillons n
A being mo
deled, oon
oant.aw
fulure oar
Akins.
E0.00
$79.005.00
Half
for comparison wth future condition model
E0.00
E7Q005.00
#�; �rtURr:OSirVai�apN�i4t�tahK�>:
1. Develop this of concentration for each watershed
PSC
a
24
24
24
24
2
104
E0,2550.011
$85,255.00
HR
using paved flow paths
6
6
a
1
21
E1,215.00
E64470.00
Will
a
12
16
1
39
E2105.OD
$aAS75.00
PSC
2. Develop runoff curve numbers for each watershed
4
16
18
60
60
3
161
E8,365.00
M930A0
HR
(Niurecondition)
a
12
14
1
33
E1,a60.00
E0e,790.00
HaIN
a
22
22
1
53
E2935.00
E10162500
23
39
49 252
0
0
49
418
205
178
0 g42
154
247
PSC
3. Model hAure conditions wlhaut any hprowmrds
0
24
24
74
4
132
$7,400.00
$100,11&00
HR
for iAure Oro action' Impacts detosnhollon
0
10
2
20
$1,035.OD
0110,76000
Haile
Nos 1.4' In storage to find 'taro' storage olwadon
12
32
2
40
$2 730.00
$113 40400
PSC
4. Run model and O.C. input and results, retch
0
24
24
30
2
f15
$5,1120.00
$110,100,00
HR
sach bhaln* iMrs No Action' condition mode(
4
10
1
15
SM.00
S14D,0%00
Haile
es basis for comparison with other models
0
10
I
1
25
$1 515.00
$121 57000
PSC
5. Run stop backwater to estimate flowdgirt-af—way
2
32
40
02
40
4
200
$111030.00
$132,50000
HR
ra4Aremerdsfor nahnaioverflow paiM(no
10
10
14
2
42
$2,440.OD
t134,940.00
Half
conatnicted chamob)
10
42
40
2
102
SS 530.0o
$140 47QOo
F::::fl]EY1'�FYAFl�GiE1:f SFC�iII��IAlEfiE>EFICIENGIEf£<:
1. IderMMy to.. drains potentially affected h the
PSC
2
0
0
0
1
23
$1,446.00
5141,91S00
HR
partially developed and undeveloped areas
4
0
1
13
111=100
$142,74500
Harf
notffv City of drains potentially vie Iete►
4
0
1
13
$775.00
$143 52Q00
---- Oddw Prior 10 lot swnnmd ---
PSC
2. Model those exddhg tort. drains tnpeded by
0
110.00
$143,62Q00
HR
exiting and future oondrkn fictive to dates. ine
Sleasn dm
no not sap
totted to be
In the oWd
area
0
110.00
$143,62000
Half
the degree of defickricy of the existing dam sewer
0
$O,OD
$143,62000
---- DoMed Prior to Id suthmrM ---
PSC
3. Identify dorm drains allsotsd In M developed
0
SO.OD
$143,S2O0o
HR
areas by flow from undevelopedrfuturedsysbped
Covered it
hem P-1
above.
0
$0.00
$143,621100
Half
areas
0
SO.00
$143,620t00
---- Detetsd Prior to tat submllid ---
PSC
4. Model those exiting tort. drains In developed
0
$0 OD
5143,62000
HR
areas fa both existing and hAure oondrivs to
Moot
p dean
s
or Idled
don
o
S0.0D
5143,620.00
Half
dstesnlns the degree of ddloloncy d he exiting
0
S0.0D
$143,621100storm
satyr
---- Deleted prior to I SubmI1W ---
PSC
S. Prepare report to the City staff
Glowed
itomP—lobaw.
0
50.00
$143,621100
HR
0
S0.OD
$143,621100
Harf
0
$0.00
$143,620.00
t::E10017 CONiRC7Ll?.IANS
1. Run step —backwater analyses for the design of
PSC
0
50.00
$143,62Q00
HR
over lowchahnels r flow Is 100 ofs or greater
hood oon
tM pins I
P be
under
or davh
par subm
or aWl
lonal Cry
0
S0.OD
$143,52000
Halff
------ Delete ------
in
aheork
0
$0.00
$143 520.00
PSC
2 Analyze compnsaihgplaya dorage
hood
plena S
P be
under
Wilhor dowk
par oubmil
We or aW
tional City
0
110.00
$143,62000
HR
------ Dolete ------
n
S monk
0
S0.OD
S143,52000
Half
0
$0.00
$143 52000
---- Deleted Prior to Id submittal ---
PSC
3. Analyze economic eflcls of uncontrolled water
Flood am
IM pine I
i be
under
mWer dowk
par mAxnN
We or add
nand Cry
0
$0.00
S 143,62000
HR
surface vs. controlled water surface (reduced
anginswerk
g work
0
50.00
$143,62000
Half
taxable property with Increased parksexpenses)
0
$0.00
$143 52Q00
PSC
4. Prepare ocd analysis of proposed hhprovernents
Flood
pine I
P be
under
Wher dwh
par atibmil
bob or add
donall Cry
0
S0.00
$143,62000
HR
(compnsating storage and clhannole only)
on
work
0
$0.00
$143,62OOr
Halff
I ------ Doleh ------
0
SO.OD
$143520L0S
204 ,
120
344 F 1067
49
0
0
0
0 00
0
0
0
0
PSC
5. Rsoannwdland use within plays lake flood WAb.
4
e
4
16
$1,1e0.0D
i1M,70R00
Hi
watersheds to playas and In the overflow routes
32
32
a
72
i4,320.OD
5140,02D00
Hall}
bNwasn plaleevAnenno stn,o6,rst meaan
0
SOAD
6140,020.00
8e
conveys surfsoe overflow
PSC
a. Prepare report to the City staff
Flood
I plan 0
P be
undnIWMIW
submit
a
al Cry
0
*O.OD
8140,020,00
Fin
— — — — — — Oalde — — — — — —
work
0
*O.OD
$140,02D00
Half
0
$0.00
$14002000
0
PSC
7. Assist City wlh Master Dralnags Plan Policy
Flood ow
W plane
W be I I
pod aqwn
Inly under
Oliver devik
pw submit
or add
Small Cry
0
*O.OD
$140,02D00
Hi
doournnt
awhowli
0ark
0
SO.OD
$11411.021100
Hall
0
Ii0.00
$140020.00
0
PSC
8. City Council brfsthgs (2)
8
18
12
18
8
62
$3,700.07
$162,81a00
Hi
(Both briefings)
16
12
16
4
40
$2,010.OD
$155,72D00
Half
OnebrW
12
a
a
3
31
$1085.00
$15770500
141 220
,. .. ,. ;!OtN► . .::
tl
ii S4::
i ..; .�
> .. . 24
> .: QSf1::.
Y13
. .: `;:.::>::: 2i0M
:. t15P 1QSQU:
PSC
74
334
0
218
0
0
508
0
27e
64
1464
$04270.00
565,270A0
FIR
0
0
tie
62
0
0
134
0
120
33
487
t1201150A0
$114,42(100
Hellf
0
0
32
102
0
54
2aa
20
252
25
777
84$285A0
$157JOS00
2708
FYSkiburseablN
PSC
Plans fares
8
@
1
Persons
®
$140.00
per Person
"40.00
$155,S4500
Hi
0
®
0
Persons
®
$140.00
par Person
SO.OD
S1Sa,S4500
Haiti
a
®
1
Parsons
@
S14D.00
per Person
ia40.00
S1SD,38S00
PSC
Motel expenses
0
Days
0
Persons
®
WOO
par Mn—day
SO.OD
$159,38500
Hi
(Same day round trips, no oveunight travel)
0
Days
0
Persons
@
WOO
per Mn—day
*O.OD
6190,38.9.00
Hstff
0
Days
0
Persons
®
WOO
parMn—day
SO.OD
S159,35&00
PSC
Perking
12
Days
0
Vehicle
a
S1a00
per Day
SO.OD
S159,38So0
Fin
(Alrportparking, long days usually remit Inhvodays
0
Days
0
Vshiols
®
S10.00
per Day
SO.OD
S159,38&W
Hstff
parking charge)
12
Days
2
Vehicle
®
S1a00
per Day
$240.00
S159,62SW
PSC
Car rental
8
Days
1
Vehicle
@
SSSOO
per Day
$=.00
S1SD,U5500
Fin
(PSC wOlprwldetransport for Hdffpersonnel while they
0
Days
1
Vehicle
®
$5500
per Day
$0.00
S159,05SW
Half
we In town)
0
Days
1
Vehicle
Q
$5500
per Day
SO.OD
S150,05500
PSC
Mileage
225D
Miss
1
Vshlola
®
$0.M
per Mile
$ W.50
S16D,65250
Fin
109D
MISS,
1
Vehicle
®
$0.31
per Mile
$=.50
S1f1D,07&W
Half
SW
Miss
1
Vehicle
1a
$0.31
par Mile
$155.00
$181,13aW
PSC
BAukheprfnts
225
P"
1
Sets
0
$2.55
per Set
$673.75
$181,70675
Fin
40
Prints
1
Sets
0
$2.55
per Set
$102.00
$181,110675
PSC
ReprodaolIons
38W
Ccples
1
Sob
@
$0.16
per Set
S606.00
$102,671.75
HR
180D
Ccpbs
1
Sob
@
W t6
per Set
SM.00
$1621969.75
HaIM
32W
Ccplas
1
8e65
@
$0.18
pa Set
$512.00
$143,471.76
PSC
Telephone
ISO
Coils
1
Eaoh
@
56.W
per Call
$750.00
$164,221.75
HR
60
Calls
1
Each
@
$5.00
per Call
S400.00
$164,821.75
HdH
130
Calls
1
Esoh
@
$5.W
per Call
Sm.00
$105,271.75
PSC
Meals
0
Days
1
Men
@
$2600
per Men -day
W.W
$105,271.75
HR
(No overnlyd trawll
0
Days
1
Men
@
$MOO
per Men -clay
W.W
$105.271.75
Hal"
0
Days
I
Men
@
$MOO
per Man -day
W.W
$105,271.75
PSC
Fax
800
Pages
1
Each
@
S1.W
per Page
$8W.00
$165,071.75
HR
350
Pages
1
Each
@
$1.00
per Pape
S35D.00
Sta6,421.75
Half
500
Pages
1
Eaoh
@
$1.W
perpage
"W.00
$105.921.75
PSC
Postapehhipphg
16
Months
6
Each
@
$741W
per Month
07,5w.00
$174,481.75
HR
16
Months
1
Eaoh
@
$MOO
par Month
$1,200.W
$175.741.75
Halff
16
Months
6
Each
@
$70.00
par Month
$7,5W.W
$10,301.75
PSC
CADD Charges
438
Hours
1
Esoh
@
E6.W
per Hour
62,626.W
$165,9M76
HR
134
Hours
1
Esoh
@
S6.00
par Hour
S604.00
$166,733.75
Halff
480
Hours
1
Esoh
@
$1600
par Hour
66,900.9D
$193,6u75
PSC
Sow maps Into dIgIM toned
0
Jab
1
Each
@
W.00
par Jab
SO.DO
SI93,63375
HR
0
Jab
1
Esoh
@
WAD
per Jab
W.W
$193,6X75
Halff
1
Jab
1
Esoh
@
$7,4W.W
per Jab
$7,400.00
$201,03175
PSC
Vedorkre scanned maps and convert to 3-D file
0
Jab
1
Each
@
W.W
per Jab
WAo
$201.03175
HR
0
Jab
1
Earth
@
WAD
per Jab
$01W
$201,03175
Hallf
1
Jab
i
Each
@
$2,250.00
perJob
$2,250.0D
$203,25375
Tofa[ RNmburlltwbMa..
a45 67tl,75
From
Relnbursaables
Total Fee
Reirnburseablss breskdow and total fee share
LLIBPLAN1.WK1
Share
Share
$44,430.00
$14,78725
$144,48725
PSC
111141W
HR
Plan
$9,650.00
S3.W9.50
$4Z559.50
Halff
Cln
S25B7000
527262.00
417.00
firers
t204ea;•s:
Tdal Fes kholudhg LLw3PLIW1.VA(I sproWW" amount d UAI8O
$283.46175
Total Sgjere Mlles
71
Total Playas
62
Direct E)pahes, Pamad of Fee
18.1%
TdalFee PerScpare Mile S263,464 DWad by
71
$3,992.45
Total Foe PerPiaya $263,464 Divided by
62
S3,466.66
Total Foe per Acre S263,464 Divided by
45.440
$6.24
Total Foe per Lot (5 Lob per Acre) S263,464 Divided by
227,200
$1.25
Total Man -Hours (LUSPLANI.VN(1 and Ll)BPLAN2.VMK1)
4,033
Total Man -Hours per Square Mile 4,033 DWKW by
71 .
66.6
Total Man -Hours per Plays 4.033 Divided by
62
49.2
Total Man -Hours per Lot (5 Lots 4,033 Divided by
227,200
0.018
par A-)
CITY OF LUBBOCK, TEXAS
MASTER DRAINAGE PLAN
ESTIMATE OF MAN-HOURS
Exhibit A-1
n+rrGeaN.
Flls• 11 WPI Ann WK1 -- - at_M_ol M-17P1A
Firm
Task
Prim
Prof.
Sr.
Prof.
Prof.
GIs
EIT
Tach-
Drafter
Clerked
Total
Total
Cumulative
Mgr.
Engr.
Engr.
Land
$Pea
rfdan
Hours
Extension
Total
Suv,
t
PSG
$90.00
$85.00
676.00
$W.00
$75.00
$65.00
$45.00
trrt5.00
$45.00
Illmo0
HR
«««««« Rdm»»»»»»
$100.00
$0.00
02.60
$75.00
$75.00
SW.00
$52.50
$47.00
$45.00
$30.W
Hell
$125.00
W0.00
W0.00
$76.00
$80.00
$65.00
$55.00
$W.00
$45.00
$35.00
PSC
.....................................................................................
:>I iO18iiN1�RfAC ::;i:
2
a
2
12
frM.00
$=.00
1. Design Oracle Data Base for Hydrologic Information
HR
0
$0.00
W20.0o
Half
a. Stream Network
30
2
46
as
115,150.00
$6.770.00
b. Trbulary Tim
a Routing Locations
d. Routing Modwd
a. Rainfall Information
1. Ltrfl Slbbasinto nnofl parameters
g. Diversion Information
PSC
2. Design Oracle Data Base for Hydraulic Information
1
a
1
10
6a00.00
$7.570.00
HR
a. Stream Network
0
$0.00
$7,570.00
Hall
b. Tributary Tim
34
58
1
at
s5,sas.00
$13,465.00
a Manning W Roughness
d. Cross section storage method
a. Extend aces section Information
I. BrkV%CL"d Information
g. Other Structural Information
h. Split Flow/Diversion Information
PSC
3. Develop Import Requlremrerts
1
6
1
6
$6W.0o
$14,096.00
HR
a. Survey Data
0
$0.00
$14,005.00
Half
b. Modified BaskVfcpography
10
20
39
$2,710.00
$161905.00
a Structural Moditdlorr
d. Stream RelodIon
a. Mlscellaruan Other
1. MGE SX Sollware
PSC
4. DayslcpExport Parameters
2
2
$170.00
$18,975.00
HR
a. Computer Program
0
$0.00
$16,975.00
Half
b. Study Umh
a
a
is
$1.120.00
$18,095.00
a Digital Film
Tdd
Task
Hours
go
101
47
19
PSC
5. Other Data Bass Requlraments
2
6
1
g
11720.00
$18,815.00
H R
a. Coordinate With CMy Staff
0
$0.00
518,515.00
HaM
b. Confirmation Report
20
8
8
1
37
$2,755.00
$21,570.00
a City Revlaw of Report
d. Flraitm Report
a. Include Variable In Data Base — Do not put data
In data base
I. Irpu Data to Data Base — City Responsible
PSG
6. Develop hDL Interface for Hydrologic Program
2
10
2
14
$1,090.00
1122,860.00
H R
a. Design Editing and Dbase Interface
0
$0.00
W,560.00
HaM
b. Program Developmwt
06
29
114
2
211
$131505.00
SM,255.00
a Program Testing
d. Reviaw by City of Program and Ted
a. tnoorporate City Comnante
I. FlnaliteProgfam
PSC
7. Develop hDLInterface for HydraulicProgram
2
10
1
13
$1,060.00
$37,315.00
HA
a. Design Editing and Dbase Interface
0
$0.00
$37,315.00
HIaM
b. Program Development
tic
29
114
209
$13,525.00
SW,640.00
a Program Testing
d. RwAaw by City of Program and Ted
0. Inoorponsto City Comments
L Finalize Program
PSC
8. Dewlap NDL Interlace for Water Oualty Program
0
$0.00
$50,640.00
FIR
a. Design Editing and Dbase Interface
0
$0.00
$W,640.00
HaM
b. Program Development
0
$0.00
SW,840.00
a Program Testing
Ddde for
its phase
perbnllis
w as a sap
arde addlibruslawiricasprojed
idmureterquallity,
—lolls
need
d. Ravlowby City of Program and Ted
a. Inoorporde City Comments
I. Finalize Program
PSC
g. GIS Interface With H&HUW0 Programs
2
10
2
14
$1,090.00
$51,930.00
HR
a. Program Development
0
$0.00
651,030.00
Heat
b. Program Testing
50
33
73
156
S10,295.W
$82,225.00
a Rovlowby City of Program and Ted
d. Inoorporde City Comments
e, Flndlre Program
46
225
VI/
170
PSC
10. Design Inpw Template for Each Parameter
2
10
2
HR
a. Design Import and Dbass Interface
Haitib.
Program ImportInterfew
ti0
29
68
1f1
a Review and Ted
d. Finmlke 1 ort Fiter
.....
�a».
v
::
Labor Totals by Team Member
PSC
14
70
0
0
0
0
0
0
0
12
HR
0
0
0
0
0
0
0
0
0
0
Hat"
0
0
351
0
0
130
0
497
0
20
OIS Intedaos Relrrbraeeabke
14 $1,090.001 $83,316.00
0 so.001 $63,315.00
153 10,045.00 $73.160.00
901 $7,670.001 $7.570.00
0 $0.001 $7,570.00
PSC
Plane fares
0
@
0
Parson
@
$140.00
par Person
$0.00
$73,160.00
HR
0
@
0
Persar
@
$140.00
par Person
$0.00
$73,100.00
HaM
3
@
2
Porsorr
@
$140.00
par Person
$040.00
$74,000.00
PSC
Motel aq»rres - none
0
Days
0
Person
@
"S.00
per Man -day
io.o0
$74,000.00
HR
0
Days
0
Person
@
$55.00
per Man -day
Som
$74,000.00
Haiti
0
Days
0
Person
@
$55.00
per Man -day
i0.00
$74,000.00
PSC
Parking
0
Days
0
Vehicle
@
$10.00
per Day
9a:.00
$74,000.00
HR
0
Days
0
Vehicle
@
$10.00
per Day
1I0.00
074,000.00
HaM
3
Days
2
Vehicle
@
$10.00
per Day
i00.00
$74,000.00
PSC
Car rental - none
0
Days
1
VahlcN
@
$65.00
per Day
60.00
i74,000.00
HR
0
Days
1
Vehicle
@
555.00
per Day
$0.00
i74,000.00
Hal"
0
Days
1
Vehicle
@
$65.00
per Day
$0.00
$74,050.00
PSC
Mileage
160
Mlles
1
Vehicle
@
$0.31
per Mile
$40.50
$74,106.50
HR
0
Mlles
1
Vehicle
@
$0.31
per Mlle
$0.00
$74,106.50
Haiti
150
Mlles
1
VaNde
@
$0.31
per Mlle
$40.50
$74,153.00
PSC
Bluallneprinb
24
Prinb
1
Sets
@
$2.56
per Set
S01.20
$74,214.20
HR
0
Pdrft
1
Sets
@
$ZSS
per Sal
i0.00
$74,214.20
HaM
10
Pdh1s
1
Sets
@
$2.55
per Sat
$25.50
$74,239.70
PSC
Reproduction
250
Copies
1
Sets
@
$0.16
per Sat
$40.00
$74,279.70
HR
0
Copies
1
Sets
@
$0.16
per Set
$0.00
$74,279.70
HaM
50
copies
1
1 Sets
@
$0.10
per Set
Sa.00
$74,287.70
167
1094
PSC
Telephone
so
Calk
1
Each
®
$5.00
par Call
$250.00
$74,537.70
HR
0
calls
1
Each
®
65.00
par Call
$0.00
$74,537.70
Ham
20
calk
t
Each
$5.00
per Can
$100.00
$74,637.70
PSC
Meals
0
Days
1
Men
®
$25.00
per Man -day
$0.00
$74,637.70
HR
0
Days
1
Men
®
$25.00
per Man -day
$0.00
$74,637.70
Ham
0
Days
1
Men
®
$25.00
per Man -day
$0.00
$74.637.70
PSC
Fax
80
Pages
1
Each
®
$1.00
per Pape
$80.00
$74,717.70
HR
0
Pages
1
Each
@
$1.00
per Pape
00.00
$74,717.70
Hdfl
20
Pages
1
Each
®
$1.00
par Pape
$20.00
$74,737.70
PSC
Postage/shipping
6
Months
1
Each
®
$40.00
per Month
$240.00
$74,977.70
HR
0
Months
1
Each
®
$25.00
per Month
$0.00
$74,977.70
K* M
8
Mordhe
1
Each
®
$25.00
par Month
$150.00
i75,127.70
PSC
CARD Charges
48
Hours
1
Each
®
f6.00
per Hour
$288.00
$75,415.70
Hit
0
Hours
1
Each
®
f6.00
per Hour
$0.00
$75,415.70
HoMt
774
Hours
1
Each
@
$16.00
par Hour
$11,810.00
$67.026.70
PSC
Soon maps Into dlghal lormat
0
Jab
1
Each
$0.00
per Job
60.00
$87,025.70
HR
(Incorporated In Ilemns A-O relmbursesbles)
0
Job
1
Each
®
$0.00
per Job
t10.00
$87,025.70
Hallf
0
Job
1
Each
®
$0.00
per Job
$0.00
$67,025.70
PSC
Vedodxo seemed maps and convert to 3-D file
0
Jab
1
Each
®
$0.00
per Job
60.00
$87.026.70
HR
(Incorporated in Itemns A-O relmbursesbles)
0
Jab
1
Each
®
$0.00
per Job
$0.00
$67,026.70
Hefit
0
Jab
1
Each
$0.00
perJob
$0.00
$87 026.70
Tafaal:$ialaM/rorRlrabunelw
:: ':..
... ..
11i3,U66y0
Relmburseables And Total GIS Fee by Team Member
PSC
First number reimburseeble , for team member, second number total foe for team member (GIS Interface Phase Only)
$1,005.70
i8,575.70
HR
First number relrrburseabks for loom member, accord number total toe forleam member (GIS Interface Phase Orgy)
60.00
$0.00
HaMf
Fin1 rxamber refmbursoables for team member, second number total too forteam member GIS IrgeAewPhsse O
$12,800.00
$78,450.00
EXHIBIT A-2
CITY OF LUBBOCK. TEXAS
MASTER DRAINAGE PLAN
ESTIMATE OF MAN-HOURS
.................... ............................
...................
..... ......... bob '.0
rb. C." ExhIbRA-2
File: XTRAIA.WKI cW9.W J1. RA EM MTdWbn 31-,W-24 04'.33PM
Took
Prh.
Prof.
Sr.
Prof.
Prof.
(318
EIT
Tech-
Dr~
0WW
Tote
Tc'W
"'k's
02y'"'a""s
7
Mgr.
Engr.
Engr.
Land
Spec.
n1clan
Hours
E)danslon
TOW
Surv.
PSC
paw
Ww
$7600
"aw
$7600
"&W
$4600
saw
saw
13600
HR
«««««« Ratoo »»»»»»
*1100.00
110.00
$USO
S7600
$7600
"&W
$MSO
647.00
$4600
530.00
Hallf
$125.00.
$90L00
now
$7600
$8(100
$55.w
"Sw
$50.W
"&W
N&W
PSC
1. E)dstho aerial photography
I
I
"SOO
"Soo
HR
(No evaluation, only racelve and use only as nssd9c)
In ocnjLro1
[on wth prh
iary project
0
*0'00
W&W
HeM
1
0
$O.W
$8600
PSC
2. Existing one -fool oordour maps
I
1
2
$12D.00
5205.00
HR
(No evaluation, only receive and use only n needed)
In ocrijunal
Ion wth prh
iary prood
a
*0.00
$20600
Hat"
1
1
1
3
1 $M.00
$390.00
PSC
S. Playalcoaticnmap
0
$0.00
$Mw
HR
(No evaluation, only racelve and use only as needed)
Included Ir
primary prc
1"
0
$O.OD
S35D.00
Hal"
0
$0.00
$35O.00
PSC
4. Storm sewer Inlets, size and flaw dirsollon
0
50.00
S350.00
HR
(No evaluation, only racelve and use only as needed)
Nam In pri
Oct area
0
*0.W
111M.00
1,10111
0
Saw
111135D.W.
PSC
5. FEMA 1902 and I OW flood insurance
1
1
2
$12D.00
$470.00
HR
(No evaluation, only fecal" and use only se needed)
0
*0.00
$470.00
Hat"
Paveloped &ran In study will not be re-snalyzeco
0
$O.OD
$470.00
PSC
6. Flood event Moords (gauge dale, pivice, alklas
0
$0.00
$470W
HR
and observations)
Included 11prfmary
prc
led
a
100.00
$470.00
Hat"
(No evaluation, only receive and use only as needed)
0
$O.OD
$470.00.
PSC
7. Storm water cpalltymenkaringresufts
a
100.0D
$470.00
HR
(No evaluation. do not Los In H&H models)
0ormentri
In on kdm
i hych
q1hydroullic
Issues. W
iller quaft
Do be done
uinder
0
*0.w
$470,00
Haff!
------ Odds ------
owdracit a
s needed.
0
$O.OD
6470.00
PSC
8. Right-d-way maps (Ind use hfo, utlittlas)
1
1
2
1
5
$=.W
$8W.00
HR
(No evaluation, " main end use only as needed)
0
*0.W
$8W.00
Hat"
0
$0.00
"0D.00
PSC
9. Model odillorstion report based an salathq
Time retail
ad takdall A
rid phys b
to b" dn
P date lack
"9* Cab r
Man not to
ftiodlir wl
wlhcL
I IhIB
0
saw
$8W.w
HR
information fhydrologio modeQ
ho ..
I
id and oon
ddW an a
plare beal
I sestets a
planning A
me baehL
a
$0.00
$800.00
Half!
0
1100.00
$ew.w
Total Hours
per meior
Task
0 13
::.
PSC
1. Idanttly plays hike loc llor and overflow co
1
2
5
1
D
SM.00
:1,3DS.00
HR
from CRy's furnished topographic maps (1"-20DI
0
s0.W
$1,305.00
Hain
detahmhecrestalrAtimfrom map
0
$O.W
s13DS.W
PSC
2. Visual field oaMlamatkn of playa Isle lwdkne and
1
1
2
4
$M.00
III.. 0.00
HR
owhllowcrosls In cohj rictim with Ram E.2.
0
s0.W
s1,a3O.W
HaM
does He ffs lakes
0
$0.00
st 630. W
: p tell IFS iAN[7I7EGIN A) PI kV� E/ifEE l�Iht1LW, ".
PSC
1. Convert digtked topo maps scale to 1'.1,W0'
1
1
2
7
1
12
6615.00
$2,245.00
HR
and plot
0
s0. W
$2,245.00
HOW
1
1
2
$110.W
$2 355.00
PSC
2. Delheateand dlgttmwatershed boundaries
1
3
3
6
13
$795.00
$3.150.00
14R
from contours
0
MOD
$3.150.00
HeRfPelheate,
before Iotth
1
2
3
$155.00
s3 M5.00
PSC
3. C"Ide total eras in each playa watershed
3
4
11
16
1
35
$1,745.00
$5,050.00
HR
0
MOD
$5,050.00
Hallf
0
i0.00
s5 060.00
PSC
4. Visual ftdd oonmarnamah of boundaries (h
0
i0.00
$5.050.00
HR
oon( vdcn wlh overflow crests field warn
l nmetly
at maim w
allarished b4
undwy loc
alkine have
berm Mas
ad by mar
ads ma
ne.
0
$0.00
$5,050.00
HWH
------ Delete ------
0
$0.00
S5050.0D
PSC
5. Ad)rel boundaries based on field observations
0
SO.OD
$5.050.00
HR
(map markup phase)
UAMosly 0
at major
h
berr Mai
ad by man
ads mas
ne.
0
$0.00
$5,050.00
Hatif
------ Desk ------
0
$0.00
t5,O60.W
PSC
6. 17191tt4s 1halwateral bash ad)rstnarhM and
0
$O.W
0,050.00
HR
check
lhlgly
at major is
I Isallim
umndwy loc
showebeariallisindbymen
adamennis.
0
i0.00
$5,050.00
Hal1f
------ Delete ------
0
$0,00
$5,050.00
D:fDE >f�lAYACAKir' f1F1.13WPt0lJ1E8 s:.
PSC
1. Identify routes from 1'-200oontcurmaps
1
2
2
14
1
20
$1,045.W
86,O95.01)
HR
Mrlap proposed route crop section locations
s0.01)
S6.OAS.00
Halm
$0. W
$6 ODS. W
PSC
2. Visual field oonfimatlon of routes and cram
0
MOD
1116,005.00
HR
section locations
Do In ountaxAlan
will
i bun E.1
0
MOD
$0,O95.00
Halm
------ Delets ------
0
$O.W
$0025.00
PSC
3. Adjust routes & sectlans based on field observations
0
s0.W
1116,095.0D
HR
(map markup phase)
Do h can
usiotion wN
i Awn EA
0
MOD
$0.095. W
Ham
------ Dslate ------
0
$0.00
s6095.0D
PSC
4. Retdeveapplicable culvert Maonatknfrom
1
1
2
4
1
p
$510.00
$6,6DS.W
HR
My. County arid Stage sources where routes
0
MOD
$6,60.5. W
Half!
prose major 1h croughfres only
mho orossin
0
$0. W
s6 605. W
Ez3E3E .' :.::CHANT<DIfEBhID:3.': ` &i:`?
PSC
1.Idardmyfeeturse from y-4110contourRope (in
7-0
0
$0.W
s6.6115.W
HR
ocn)urotlon with ondlowcrssstieldwo"
MOD
s6,635.W
Haim
------ Delete ------
0
s0.W
s66D5.00
4 13
35
0
20
0
PSC
2. Visual field oonfisnatIcn d structurse under
1
1
2
a
1
11
$6W.00
$7.2DS.GD
HR
majorthoroughforse
0
$0.00
$7,205.00
Halff
(HR to do Halfre field conflim)
0
$0.00
$7.2D5.00
PSC
3. Rolden applicalble culvert 4.1cm atkn from
a
$O.GD
$7.2D5.GD
HR
City. Candy and State sources whore needed to
gas Ilan
.4.
0
$O.GD
$7,2DS.GD
Hatff
dethe d1th flow characteristics Mee D.4)
0
$0.00
$7,206.00
PSC
4. Moks adjustmarris band an field obsenrafto and
1
3
5
9
$490.00
$7,OD5.M
HR
G.C. check
$O.GD
$7,OD5.G0
HIIIII
$0.00
$7.00.00
PSC
1. Dightas land use maps frcm City
0
$0.00
$7,095.00
HR
------ DOW* ------
COODOM410
an IMP
i IwW use
0
$O.GD
$7,W5.GD
Hem
0
$O.OD
$7,00.00
PSC
2. Visual field confisnotlan of existing laid use
0
$0.00
$7,WS.GD
HR
------ Dah" ------
Canoonlin
to an billun
i IwW use
0
$0.00
$7.M.00
HAM
0
$O.OD
$7,096M
PSC
3. Incorporate changes to map dictated by field review
0
$O.GD
$7,W5.GD
HR
d existing land use and check
Cowan
an an AMP
P land use
a
$O.GD
$7.WS.GD
Hat
------ Delete
0
$0.00
$7.06.00.
.......... ........... ..............
PSC
1. Iderdify hydrologic soll groWhgs, fornal classes
0
$O.GD
$7.WS.GD
HR
Inolkided Ir
primary prc
led
0
$0.00
$7.WS.GD
Hall"
0.
$0,00
$7,W6.00
PSC
2. Candidate sell classes where hydrologically
0
$O.M
$7,1i95.M
HR
similar
Inoluded1
primary p
0
$0.00
$7,096.00
Ham
0
$O.OD
$7,895.OD
PSC
1. Identify storm sewers mad Healy to be Impacted
0
$0.00
$7,095.00
HA
by the proled Judy area, notify City of potential
Nam In pr
qed area
0
$0.00
$7.OD5.GD
Hem
Impadta, donct analyze
0-
$0.00
$7,eD5.00
PSC
2. Set Lip stan.n sower bow models for each system as
0
$O.GD
$7,aD5.GD
HR
applicable for analysis of deftlencles and or
Storm sea
w moddin
j not a per
d this p
Ing PhAM
L
0
$0.00
$7,tD5.00
Ha
Impacts ("a Nam P)Poleted Prior to 1st submh*
0
$0.00
$7,aD5.W
PSC
1. Prepare mops for scanning, scan maps hto digtW
1
2
3
SMIW
$7.955.GD
HR
formal
0
$0.00
$7,965.00
Hallf
1
1
2
$110.00
$8,055.OD
C
2. Import City bove map No GIS database
1
1
1
3
*210.00
$8,275.00
HR$0.00
$8,275.GD
Hall)
1
1
2
$GQOO
$6,355.00
9
a
a
a
PSC
3. Transpose maps to NAD03 000rdhates
1
1
1
3
$210.00
$8.555.00
Hi
0
SO.OD
6815E5.00
HdM
1
1
1
3
$145.00
$8 710.W
PSC
4. Vacta a scanned maps and convert to 3-D Mks
1
1
1
3
$210.00
68,920.00
HR
0
IBM
$8,920.00
Halm
1
1
2
S8000
$O 0W.00
PSC
S. Detemnhe registrotionn points visually
1
1
2
$120.00
$9,120.00
H9
0
$0.00
$9.120.00
Halts
1
1
1
3
$146.00
$9 255.00
PSC
6. Detannhe oaordindes for registration points
1
1
68500
$9.350.00
HR
0
SO.OD
$9,350.00
Half
1
1
2
$110.00
$94W.OD
PSC
7. Mlace laneous data oolia Lion ragardhg bass maps
1
2
2
2
1
0
$505.00
S9,95S.00
HR
0
$0.00
$9,955.00
HdM
0
SO.OD
$99%.OD
PSC
1. DlgW= soil classifications
0
$0.00
$9,955.00
HR
Included Ir
primary pvc
led
0
SO.OD
S9,955.00
HaM1
0
MW
S9955.OD
PSC
2. Develop 61S Ihk to soli type
0
SOM
S9,955.OD
HR
4mkrded
primary pled
0
$0.00
$9.955.00
Ham
I
0
$0.00
$O 905.W
PSC
3. Determhe soll parameters for data bass
0
$0.00
$9,95S.00
HR
Included ir
primary prc
led
0
$0.00
$9.955.00
HOME
0
SOM
S9 915.0D
PSC
4. Vq d soil parameters to data base
0
SOAO
69,95S.00
HR
Included
prc
led
0
SO.W
$9,95S.00
Halff
1primary,
0
SO.W
S9,955.0D
PSC
0
0
0
0
0
0
0
0
0
0
0
90.OD
59,95S.00
..................................................................................
..................................................................................
Ki:%IpOti#NiI►E N1APFyii33';NFEDH..': :;;.
(See serials assistance under separate tasking)
Hi
0
0
0
0
0
0
0
0
0
0
0
SO.W
$9,95S.00
HaIM
Of
Of
0
0
0
0
0
0
0
0
0
SO.W
$9,955.00
fall►
1:2
..
;
Labor Bnwakdawn
PSC
12
2E
0
20
0
0
52
0
23
14
155
$8,865.00
HR
0
0
0
0
0
0
0
0
0
0
0
SO.OD
Walaheet Total S9,95S.00
Enter the atave tafal In worlaheat XTMiB.W(1
0
0
0
OC
CITY OF LUBBOCK, TEXAS
MASTER DRAINAGE PLAN
ESTIMATE OF MAN-HOURS
Ai�Ip1T1 fAL:J4R 1.
Plan Coord, Jr. Exhibit A-2
File: XTRAIB.WKI Chief Enor. Hvd.Enor. Premr. GIS Tech. 31-Got-94 04:40PM
Firm
Task
Prin.
Prof.
Sr.
Prof.
Prof.
GIs
EFT
Twin-
Drafter
Cie"
Told
Told
Qmnuldlve
Mgr.
Engr.
Engr.
Laid
Speo.
Nolen
Hours
Extsnelcn
Told
Surv.
PSC
$g000
$BS00
$7500
$0000
$7500
$5S00
$4500
$4500
$4500
$3500
HR
«««««« Raise »»»»»»
$110.00
$O.00
$8250
$7500
$7500
$5500
$6250
$47.00
$4S00
$30L00
Hdff
$125.00
$00.00
$WOO
$7500
$80.00
$6500
$5500
"(100
$a00I
moo
ti'Fll!47FiClIRX3lC+NVkXtI [1RA1t1 MOCIEL fECalQli:`
PSC
1. Evaluate selected surface rune l hydrelogo models
0
i0.0D
$0.W
Hi
report on various
Included In
primary prc
jact
0
$0.00
$O.OD
Half
models wth racarrxnerddian for one to use)
0
$0.00
$0.00
PSC
2. Evalude selected open channel hydraulic models
0
1100.00
$O.00
Hi
(Advanlageffilsadvardage report an various
I eluded In
primary prc
led
0
$0.00
$O.OD
Half
models with r000mmendatk n for arse to we)
0
$0.00
50.00
PSC
3. Evaluate selected dram sewer hydraulo models
0
$0.00
$o.w
Hi
Irokxw
primp
ary
act
0
SO.00
$O.OD
Half
0
SO.OD
SOAR
PSC
4. Prepare drat report of s nalysls and
0
$0.0D
S0.0D
Hi
nvr
moawndatima
Submit
ot repn2tadrdL
0
$0.00
$O.OD
Half
------ DelaM ------
0
$0.00
$O.OD
PSC
5. Reviewwlh Cly Staff
0
$O.OD
$O.OD
Hi
------ Deleb ------
Delver to
Cft SI R,
to be i
elf-seplen0
$0.00
$0.00
Helff
0
$0.00
S0.0D
PSC
6. Prepare final report
0
$0.0D
WAD
HR
------ DefaM ------
Not neces
sary. only
ail report
be p -PIWebow
0
$0.00
$0.00
Hall
0
$0.00
$0.00
..................................................................................
1. Coordinate with City plamhg department on
PSC
1
2
5
1
g
$506.00
$596.00
Hi
projected growth and ardoipated lard use
0
$O.OD
$596.00
Half
0
$0.00
$596.00
PSC
2. Collect hAure lend use data
1
1
2
3
1
6
$465.00
$1.050.00
Hi
0
SOAD
$1,060.0D
Half
1
1
2
$100.00
a1160.00
PSC
3. Digitize future land use areas repkcIW existing
2
2
2
2
1
0
$566.00
$1,725.OD
Hi
kind use
0
$0.00
$1.725.00
Half
2
2
1
5
$256.00
$t gamm
Mn-Hours
Per Major
Task
0 0
10
14
PSC
4. Build OIS link to land use type (existing and
0
$0.00
$1,950.00
HR
future)
Included ir
primary prc
Ind
0
$0.00
S1,9D0.00
Hdh
0
$0.00
$19W.00
PSC
5. Determine parameters to Its to land use (existing
0
$0.00
S1,9D0.00
HR
and futurs)
Included
primary p
0
$0.00
$1,000.00
Hdlf
0
SO.OD
51950.00
PSC
a. Input land use parameters (sxWhg and luWre)
1
1
1
3
$210.00
$2,190.00
HR
0
$0.00
$2,190.00
Hahn
1
1
2
1
5
S24D.00
$2 430.00
Ni:>F.X�TINt3aitfifiN:.li1f1Sll+lE3ti
1. Dewlap tines of concentration for each wdenhed
PSC
0
$0.00
$2.430.00
HR
for existing n" trawl owWft ms
Oancantn
Ibe an full
aardlSan
0
50.00
$2,430.00
Hahn
------ DsMb ------
0
SO.OD
$2,430.00
PSC
2. Develop rundf curve numbers for esoh watershed
50.00
$2,430.00
HR
(existing candhlan)
Ouncerrinlacnidurecionlim
AL
SO.OD
$2,430.00
Hahn
------ Defds - - - - - -
SO.OD
$2,430.00
PSC
3. Determine separate playa Ida bhains' from
1
2
4
1
a
$475.00
$2,905.00
HR
from 1'-4W oontouf maps
0
$0.00
S2,9D5.OD
Halff
0
$0.00
$2,905.00
PSC
4. Model step-backsater overflow paths for
2
a
12
42
42
3
109
$6,455.00
Se,370.OD
HR
playa overflow elevation -dledrorgefor each
0
50.00
Se,370.OD
Hahn
playabhaIn'usinHEC-2 (odsting channels
0
$0.00
S11,370.00
PSC
S. Dewlap elevation - was- dlichargetables for each
2
a
a
1a
1a
1
51
52,705.00
$11,075.00
HR
playa Ida
0
$0.00
$11,075.00
Hank
VAs 1.4`instorage tofhd [erorstorage elevation
0
$0.00
$11,075.00
PSC
a. Dewlap logl: tree and input commands for
2
a
a
14
1
31
S1,e35.00
S1z910.00
HR
modeling each playa Wcebadn'separately
0
$0.00
S1z910.00
Hdff
using 1Mrecommended hydrologicmodel
0
S0.01)
$12910.00
PSC
7. Run model and O.C. Input and results, retain
$0.00
S1z910.00
HR
each bhaW existing amdhlan model as basis
Eudsti ng
ditiare rt
being m
fret or
lulus am
Moms.
$0.00
SIZ910.00
Hdff
for comparison with llWre condition model
$0.00
$1 910.00
..................................................................................
.W f1* #01 i. f) NOD�(JNfi;:
1. Develop times of concentration for each watershed
PSC
1
4
2
10
10
1
25
$1,455.00
$14395.0O
HR
using paved flowpdhs
0
50.00
$14395.00
Hallf
0
$0.0D
$14395A0
PSC
2. Dwelap nanafl curve numbers far each wdenhed
1
4
4
14
1e
1
42
$2,145.00
$106540.00
HR
(MureaorMhlm)
0
SO.OD
$106540.00
Hahn
0
$0.00
$1 540.00
a 41
109
0 109
2e
42
PSC
3. Model future conditions wthcut any Improvements
2
4
4
23
1
34
SI X0.00
S111,370.00
HR
for trturo'hoaodah'InpaotsdNaminallan
0
50.00
514370.00
Hail
on 1.4'Instorage tofind 'zerdstorage, dewdloh
0
$0.00
$t 370.00
PSC
4. Run model and O.C. Input and results, retain
1
4
4
12
1
22
1111,245.00
S1At116.00
HR
"oh bheln'trhsn"No Arlon'ccMhknmodel
0
SO.OD
51At115.00
HaMI
as basis for comparlew wills other models
0
$0.00
$t 615.00
PSC
S. Run dap backwater toeathidsflow ftd-d-way
2
8
12
2E
22
2
74
S3,QW.00
S23,515A0
HR
requiremerlsfor natural overflow pdhs(no
0
$0.00
=515A0
Haw
conslnsoted dunnels)
0
SO.OD
515.00
P..::>14EM'EIFYIGiST!QFiIYi�IVEF:OF�1Cl�i!K�S':
1. Identify for, drains palatially eBealad In tw
PSC
0
SO.OD
$4515.00
and partially developed d undswloped ens
Now In pr
Od ares
0
50.00
523,515.00
Halt
nd of drains atiN via letter
0
60.00
5t5.00
---- Delstad Prior to lot SubmI1W ---
PSC
2. Model Lose wMhg dorm drains Impacted! by
0
$0.00
$4515.00
HR
existing and talus aondtlan tows to detesrhlne
Slam dm
he not aspliolsed
Its be
In the du
Brea
0
00.00
S23,S15A0
Hall
the degree of dofkknoy of the existing dorm sower
0
50.00
S23,S15.00
---- OddW Pda 101at SubrnOM ---
PSC
3. Identify for.. dains Wooled In M developed
0
SO.OD
=515.00
HR
areas byflow from undawlopad/hAuredeveloped
i IIenP-labova
0
50.00
54515A0
Gbvered I
Half
areas
0
50.00
S23,S15.00
---- DNded Pda to lot SubrnlW ---
PSC
4. Model those existing Norm drain In developed
0
SO.OD
S2$515.00
HR
erase for bath existing and krturo oonditons to
Most
sloes
uludla4
not
0
SO.OD
$23,515.00
Hall
delsmine to degree of dNblerhoy of to existing
0
$0,00
523,515.00
Norm swver
---- Deleted Prim to lot Witsmittal ---
PSC
5. Prepare report tothe City staff
Covered I
i Item P-labova
0
WOE)$23,515.W
HR
0
SO.OD
8=515.00
Half
0
5O.00
S23,515.00
:TLOOD ('ONTROLPLAN9
1. Run step-backvreter analyses for tw design of
PSC
0
SO.OD
8=516.00
HR
overflow channels Nflow Is 1000ls or grader
Floodcon
ftl plans
be
under
w
subm
a
N City
0
SO.OD
$23,516.00
Hail
------ Dek- ------
angin
19 work
0
50.00
$23.516.00
PSC
2. Analyze oompensdingplaya storage
Foodoon
Wd plea 6
1 be
pod sopm
Issly under
millser dwh
par mbm
aadd
tiondCly
0
WOE)
$23,516.00
HR
------ Delete ------
anginessir
g wak
0
SO.OD
8=516.00
Hail
0
SO.OD
515.00
---- Dekled Prior Its 1st SubmlW ---
PSC
3. Analyze socnomlc elects of uncontrolled water
Foodoun
bmi plus I
o be
under
Witter dwk
per submill
We or aM
lknall Cly
0
$0.00
SMSI S 00
HR
surface vs. controlled water wrlace (reduced
arvineark
a wale
0
SO.OD
523, 515.00
Hall
taxable propertywilh Increased Parke ss)
0
SO.OD
$461S,00
PSC
4. Prepare oodanalysis dproposed Improvements
Flood
plus I
i to
sepurs
holy under
snsbm
a
elCly
0
SO.OD
8=515.00
HR
(compensating storage and ahernNs only)
angh
g work7
0
$0.00
$23,515.00
Half
------ DNNe ------
0
50.00
515.00
El
74
0 �0�
PSC
S. Recommend land use wlhln plays Iola flood levels,
00.00
623,51S.00
}R
watersheds to playas and In Iho overflow routes
hA ad
primaryp
ed
50.00
523,515.00
Hatlf
belwwn pfayse whom no structural measure
50.00
523 SISD0
oonvoyssurfaceoverflow
PSC
6. Prepare roped to to City do
Flood am
trd plane I
P be
under
d1her dwh
por submil
We or addl
Iltmal Cfly
0
S0.00
623,51SA0
HR
------ DMsle ------
haark
0
60.00
823,515.00
Hallf
0
S0.00
SMSIS.00
PSC
7. Amid CBy wlh Motor Drainage Plan Pdlcy
Flood owbolipbstoftbo
under
Wbor dwh
low suftrnill
or odoll
dond Cky
0
SO.oD
$23,515.00
HR
dooranard
awkwork
ahaork
0
S0.00
S23,S15.00
Hallf
0
$0.00
$23,515DO
PSC
8. City Council bddhgs(2)
1
1
1
1
1
5
6300.00
523,815.00
HR
RolhbrWhgs)
0
SOAO
623,61SA0
Hallf
Ona brldh
0
$0.00
$23,alsiao
�
. MS
�sao
PSC
20
59
0
5o
0
0
171
0
113
17
433
623,220.00
S23,220.00
HR
0
0
0
0
0
0
0
0
0
0
0
SO.oD
$23,220.00
PSC
Plane fares
0
0
1
Persons
0
$M.00
per Person
So.OD
823,815.00
HR
0
0
0
Persons
0
6140.00
per Person
S0.00
$23,815.00
Half
0
0
1
Paean
0
$140.00
par Person
W.00
$23,815.00
PSC
Motel Spores
0
Doys
0
Persons
0
66500
per Men -day
S0.0D
$ M815.00
HR
(Ser» day rand trips, no oveanlghl travel)
0
Dye
0
Persons
0
66500
por Men -day
SO.OD
$23,815.00
Half
0
Days
0
Persons
O
66500
per Man -day
So.ao
111=815.00
PSC
Parklig
0
Days
0
Vehicle
0
SI000
per Day
S0.0D
623v815.00
HR
(Airport pekhg, kng days usually resuB In two days
0
Days
0
Vs hkhle
0
61000
per Day
$0.00
411=815.00
H affl
perking charge)
0
Days
2
Vedole
0
S10A0
porDy
$0.00
823,815.00
PSC
Car rental
0
Days
1
Vehicle
0
S5S00
par Day
$0.00
$23,815.00
HR
(PSC will provide transport for Hallf personnel while they
0
Dys
1
Vehicle
0
$5S00
per Day
$0.00
$23,815.00
Halff
we In town)
0
Days
1
Vehkds
0
$MOO
per Day
$0.00
523,815.00
PSC
Mileage
180
Mlles
1
Vehicle
0
$0.31
par Mlle
M50
823,861.50
HR
0
MNee
1
Vehicle
0
$0.31
perMlle
$0.00
623,861S0
Half
0
Mlles
/
Vehicle
0
$M31
per Mile
S0.00
IlMafl150
PSC
Bluothe prhb
35
Prints
/
Sob
0
62.55
paid
S0a25
i23 M.75
Hi
0
Prink
1
Sob
0
S2.58
paid
$0.00
$23,950.75
0
0
0
PSC
Rep 'Jens
250
Capin
1
soft
@
$0.16
per Set
woo
$2401626
HR
0
Capin
1
safe
@
$a Is
per Set
SOAO
$2401025
HdM
100
Capin
1
84"
@
$0.16
per Set
shoo
$24,03225
PSC
Telephone
10
Calls
1
Each
@
85.00
per Call
$WOO
$2400226
HR
0
Cam
1
Each
@
95.00
par Call
SO.OD
$2400225
HdM
a
We
1
Each
@
WOO
per Call
$MOO
$24,11225
PSC
Mods
0
Days
1
Men
@
$2500
per Men -day
$O.00
$2411225
HR
(N0-Vdtraw1)
0
Days
1
Man
(a
$MOO
perMan-day
$O.OD
E2411225
Half
0
Days
1
Men
@
$MOO
per Men -day
s0.OD
6241122S
PSC
Fax
25
Pages
1
Esch
@
$I.O0
perPape
$25.00
$2413725
HR
0
Pages
1
Each
@
I1.00
per Pepe
WOD
$2413725
Half
20
Pages
1
Esch
@
$I.O0
perPapo
$MOO
04,15725
PSC
Posbpehhlpphp
2
MetMhs
6
Each
@
$7000
per Mon M
$W.OD
$2499725
HR
0
Months
1
Each
@
$7 OO
per M ordh
$O.OD
$2499725
H& M
1
Me, U.
6
Each
@
$7000
per Month
$420.00
s25,41725
PSC
CADD Qrarpw
130
Hours
1
Each
@
s6.OD
per Hour
$615.00
$2423325
HR
0
Hare
1
Each
@
$5.00
per Hour
s0.W
SM23325
Half
28
Hours
1
Each
@
$1S00
per Hour
642D.00
$M6025
PSC
Soar maps Into cRgIW format
0
Jab
1
Each
@
s0.00
per Job
$O.w
$2455325
HR
0
Job
1
Each
@
$0.03
perJob
$0.00
1:24M25
Half
1
Jab
1
Each
@
$850.00
per Job
$=.OD
$27,50325
PSC
1lect fte scanned maps and convert to 3-0 file
0
Jab
1
Each
@
sa00
per Job
s0A0
$27,50325
HR
0
Job
1
Each
@
$0.00
per Job
$O.OD
$27,50325
Helff
1
Jab
1
Each
@
$275.00
IrJob
$275.00
$27,77825
Tcf�i:Rlitmbtllsn4Ms ....
s�.00325
From
RaInrburseebles
Toted Fee
ReInrbuneables breakdom and total fee share
XTRAI&WK1
Share
Share
i6,635.0D
$1,106.75
934011.75
PSC
Marta
HR
Plan
saOD
SO.00
$O.OD
Half(
lir
51060.OD
s2,066.60
s3,731.SD
C1lticklrUM .:>:
OD3:2S
s317432t>
Total Fee Includhy XTRAtA "O spreadsheet mount of $9.905
•
$37,74325
Total Sclum Win,
17
Total Plays
14
Direct Expense, Peaxrt d Fee
10.9%
Total Fee Per S4rars Mlle $37,743 Divided by
17
$2,220.19
Total Fee Per Ptaya $37.743 Divided by
14
s2,m5.95
Total Fee par Acre $37.743 Divided by
10,t160 .
$3.47
Total Fee per Ld (5 Lab par Acre) $37.743 Divided by
64,400
$0.09
Toted Men -Noun Qf MIA.VVKI and XTRAIB.WKI)
.
022
Tatat Men -Fours par Sa}rare Mts E22 Divided by
17
30.6
Total Men -Hours par Plays &M Divided by
14 .
44.4
Total Men -Noun per Ld (5 Lots &m Divided by
64,4DO .
0.011
per hors)
CITY OF LUBBOCK. TEXAS
MASTER DRAINAGE PLAN
ESTIMATE OF MAN-HOURS
MOW
rim c"'d Exhibit A-2
File: XTRA2A.1NKI chh*1_ J'. RA E_ P- 08 TMWk. 31 -.Oot-94 04:42PM
Finn
Task
Prh.
Prol.
Sr.
Prof.
Prof.
GIs
Err
Tech-
Dotter
Cis"
Total
Told
Cumulative
Mgr.
Engr.
Engr.
Land
spec.
nician
Hours
Exlenslon
Total
SUN.
PSC
"QW
$85.W
$'MW
$MW
$I&W
U&M
94500
"&W
$4500
"&W
HR
«««««« Raise >>>>>>>>>>>>
11110M
$0.W
$11250
$7500
$7500
$SSW
0250
$47.00
$4500
IlMW
Halff
$125,00
$QQWI
$9Q00
$7500
$8QW
$MW
MW
I;WW
$4500
$35600
PSC
1. Existing asdal photography
In con
on wth prwki
ry pit
0
00.00
MOD
HR
(No evaluation, only reoetva and use only as needed)
I I
1
I
$7&W
W $7&
Halff
0
S0.0D
$75.00
PSC
2. Exlethgone-fact oonlour maps
In ocnjunci
on wth prin
ary prolect
0
ftoo
$7500
HR
(No evaluation, only twelve and use only as needed)
1
1
2
$1105M
$iaD.W
Hem
11
1
1
3
$145.00
$325.00
PSC
3. Plays location map
0
50.00
$=.W
HR
(No evalludlon, only receive and use only as needed)
Included I
primary prc
ject
0
1100.0D
$325.00
Hem
0
S0.0o
SM.W
PSC
4. Storm sawar hieft, size and flow direction
0
80.W
$325.00
HR
(No evaluation, only recelve and use only as needed)
Now In pr
qod area
0
$0.00
$325.00
Half
0
$0.W
$325.00
PSC
S. FEMA 1962 and I 9W flood Insuranoe study
0
$0.00
$325.00
HR
(No evaluation, only receive and use only as needed)
1
1
2
$105.00
$43D.00
HaW
0eveloped wow In study will no( be re-snabped)
0
$O.OD
$43D.00
PSC
6. Flood event records (gauge data photos, slides
0
$0 ' W
$43D.00
HR
and observations)
Included Ir
primary p
am
0
MOD
$43D.00
HatIf
(No evaluation, only receive and use only as nsacleM
0
$0.00_
$430.00
PSC
7. Storm water qualltymonitcringresults
0
1100.0D
$43D.00
HR
(No evaluation, do not use In H&H models)
Concerft
he cn Iduri
i h1ch c gi
4hydroubc
VA
Aw quality
be done
undw sap
cdo
0
$0.00
$43D.00
ocriftsol a
Halff
------ Dakft ------
s needed.
760.
0
$0.00
$430.00
PSC
8. Right-d-way maps Pond use h1c. uIllities)
1
1
2
$120.00
$59D.00
HR
(No evaluation, only reosive and use only es needed)
2
1
3
$iaD.W
$73D.00
Half
0.
SO.W.
$730.00
PSC
9. Model callbratkn report band on existing
Time feld
adasMdA
nd plays h
Ive level rim
a deft 11a*
ng. Cab r
Mon not
6��
IrisW
0
$0.
$73D.W
HR
Information ftdrolcgle model)
Ilan.
ri Irderrololt
id and mralleall
an
pkVa beal
m wall
p binning
0
80.0o
$73D.00
Half)
I
I
0
50.00
$730.00
Total Hours
per Major
Task
0 13
PSC
1. Identify playa Was locatkneand overflow create
1
1
Ilmoo
$815.00
HR
from Cllys furnished topographic maps (I1-200)
2
3
1
6
6367.50
$1,182.SD
Halo
determine chat elwatlon from map
0
SO.00
$t 1112.50
PSC
2. Visual field confirmation of playa lake iccdknm and
1
1
$6500
$1,257.S0
HR
aaAlaworats In conprrotlon with Ran E.2
1
2
3
$20D.00
s1,457.5D
Haiti
does Hafife lakes
0
SOAD
fit 457.90
:::t iTIF?f:AIiRYiiEfiNEiklE:PIA'V+IAt/iISE:iIVAI[>
PSC
1. Convert dlptl=edtopomaps "atoI*-1,000'
1
1
"SOO
$i.552.SD
HR
and plot
1
2
3
1
7
$M.00
S1,017,9D
Hall)
1
2
3
$155.00
072.50
PSC
2. Delineate and dipHze wdwWud boundaries
1
1
s6500
$2,167.50
HR
Iran contours
1
2
4
1
6
$410.00
$Z557.5D
Halff
Pellnearle before lott
2
21
4
1 $220.00
$2 787.9D
PSC
3. Calculate total wee In each plays watershed
1
1
2
$17S.00
s2,052.SD
HR
4
10
10
1
25
$1,406.00
s4,357.SD
Hdlf
0
SO.Ol1
$4 357.60
PSC
4. Visual field confirmation of boundaries (h
0
$0.00
s4,357.SD
FIR
conjunction wlh overflowcreels field work)
1hOwly I
at mya
eat km
undwy Ioc
millions ham,
been mMWw
by man
ada m
0
SO.00
S4,357.5D
Hdfl
------ Oak" ------
0
SOAO
S4 367.50
PSC
S. Adjust boundaries bawd on field observations
0
$0.00
S4,3t17.5D
HR
(map madcap phew)
Ihtflady I
at m*w
eat bA
saulary
ham,
been Mawr
by man
4nado me
na.
0
S0.00
S4,357.5D
Hal f
------ Delete ------
0
110.00
04 357.50
PSC
6. Dighbe the watershed basin adjustments and
0
SO.00
$4,367.SD
HR
check
IhNsdy I
atmalm w
W
undery Ioc
sticneh
ben alter
ad by man
-mad* m
e
0
s0A0
$4,367.SD
Hal f
------ Dunks ------
0
$0.00
$4 357.50
................................................................................. .
D >iDEr FTiFY P1AYK:EAIa :OiIEEiCiNficxJtEB
PSC
t. Identify routes from l'-200oontourmaps
1
1
$8500
$4,452.S0
HR
Markup proposed route cross section Iocatlons
2
12
1
15
$930.00
s5,382.S0
Hdif
0
$0.00
$5 352.5D
PSC
2. Visual tied confirmation d routes and crow
0
SOAO
65,382.SD
HR
section krodicne
Do In conj
Awdon will
Nan E.2
0
$0.00
$5,352.50
HAM
------ Dekh ------
0
$0.00
$S 382.50
PSC
3. AdW routes l4 sections bawd on field observations
0
$0.00
65,382.50
HR
(map markup pines.)
Do In conj
wriction wN
i Nan E.2
0
SO.OD
65,382.50
Haul
------ Oda" ------
0
s0.00
s5352.SD
PSC
4. Retrieve applicable ouMAinformation from
1
1
limoo
i5,457.50
HR
City. Cox" and State sources where routes,2
3
1
6
6367.50
SS,f135.40
Half
cress major thoroughfares only
minor crossin
0
$O.OD
$5 035.00
£ 151 1F!f>CFlMM .DITLFIE 41158iNi►if
PSC
1. Idrdfiy features from t'-40d owdow maps (in
0
$0.00
65,83S.00
FIR
oonjunotlar wlh overflow create field walo
0
SO.00
s5,t13SA0
Halfl
------ Dalde ------
0
S0.o0
s5 83SA0
4 11
0 51
16
7
PSC
2. VWW fladd oanfknatkn d strictures under
1
1
$0500
:.5,020.OD
HR
maim trorougMares
2
5
1
6
$492.50
$6,412.90
Hamto
do HaMfs field D
0
1100.OD
$D 412.50
PSC
3. Reldew applk abw cuhaA hformatkn from
0
$0.00
66,412.90
HR
C* Cary and Side sources where deeded to
See Nun
.4.
0
$0.00
$6,412.SD
Ham
clothe dkh fkwcharantadstkx D.4
0
$0.00
Se 412.SD
PSC
4. MWo adjustrnaxts bawd on field cbeervdkns and
1
1
2
$175.00
$6,557.50
HR
O.C. check
2
3
5
$W.50
56,025.OD
Half
0
$0.00
fe 025.00
T<>IGBf+IitiF"tcA1VE3. L1tJ�kliritlS%1[�ciR6ii..>
PSC
1. Digitize land use maps from Clly
0
$0.00
56,025.00
HR
------ Dakota ------
Oarmmtn
to on Uun
i lord use.
0
SO.OD
56,025.OD
Half
0
SO.OD
$6 025.00
PSC
2. Visual field mOrnatlan d existing Ind use
0
SO.OD
$6,025.OD
HR
------ Ddeft ------
Comentm
ker on SAun
i land user
0
SO.OD
$8,925.00
Haft
0
$0.00
$ot 025.00
PSC
3. lvorporde chsgeo to map dictated by field revNw
0
SO.OD
$6.925.00
HR
d existing land use and dwck
Canoontro
he on Ilullue
i lust user
0
SO.OD
$6,025.00
Halff
------ Delete ------
0
SO.00
56025.OD
................................................................................
10ENr�'Y"SOlft�
PSC
1. kdervi"drdoglo sail groupings, formal dasses
0
SO.OD
$6,025.00
HR
licluded ir
primary prc
led
0
50.00
$B4O25.OD
HaMf
0
$0.00
50 025,OD
PSC
2. Consolidate soll claesos ehsre hydrdoglcaly
0
50.00
$6,925.0D
HR
similar
Included
primary prc
lad
0
SO.OD
$6,925.00
HaMI
I
0
SO.OD
$6,WS.00
..................................................................................
11' : IDEf4TIPY k�tlS11NO f8'f M S flB
PSC
1. kdoMMy stam sooners mart likely to be Impacted
0
SO.OD
$S,025.OD
HR
by the projxi study area. noft City d pderdlel
Nana In pr
4W wee
0
SO.OD
$G.M5.OD
Half
Impacts, do not analyze
0
50.00
$6,025.00
PSC
2. Sot up storm sower base models for each systern as
0
$0.OD
t16,025.00
HR
applicable for wWysls d detclowiss and of
Stowe saw
w moddin
I not a
d fin■ pkrhp
FhM
L
0
SO.OD
$6.925.00
Ha
I n acts low stem P Iotsd Prior to 1st subm
0
SO.OD
$6 025.00
....................................................................................................................................................................
l<iOdQkTiZEiE7i1$T1NC3iC7D19T!Qlli::MARSiii!; i':ii:i'.i_i i
PSC
1. Prepare maps for scanning, scan maps Into diglW
1
1
$5SOO
$7,010.00
HR
formal
1
1
2
$12D.00
$7.130.00
HoMf
1
1
2
$110.00
$7 240.00
PSC
2. Import City bow map Into OIS database
0
SO.OD
$7.240.00
HR
1
1
$7500
$7,315.00
HaMf
t
t
$4500
$7 300.00
7 16
OO
0 0
PSC
3. Trrnposs maps to NAD83 000rdhates
1
1
"Soo
$7,445.00
HR
1
1
2
{105.00
{7,660.00
Hail
1
1
1
3
{145.00
{7 095.00
tl
PSC
4. Vedorlze scanned maps and oonved to 3-0 files
0
$0.00
$7,095.00
HR
1
1
2
{105.W
$7,ao0.o0
Half
1
1
2
ti{0,00
{7 a30.00
4
PSC
S. Datermho replatraticn pokMs visually
1
1
{ES00
$7.955.00
HR
1
1
2
$105.00
{a,o70.o0
Ham
1
1
2
$110.00
{5 /80.o0
5
PSC
a. Datennhe 000rdkuies for replstretkn paints
1
1
"S00
{8,255.W
HR
1
1
{7500
1118,340.00
Halff
1
1
2
$110.00
$8450.00
4
PSC
7. Miscellaneous dda odlscticn repardhg bass maps
1
1
2
$175.00
$3,025.00
HR
3
3
1
7
$442.60
$9,057.S0
HaIM
0
{0.00
119 057.30
�
9 l .�
..................................................................................
PSC
1. aykla solf clesaMiostlans
0
100.00
89,057.3o
HR
Included Ir
primary p
act
0
$0.00
$9.057.3o
Half
0
$0.00
$9 067.30
0
PSC
2. Develop OIS link to soll type
0
$0.00
{9,057.50
HR
kakrded ir
primary prc
led
0
60.00
S9,057.50
HeMf
0
{OAD
$9,087.50
0
PSC
3. Datenmhe sail premeten to dais bass
0
$O.00
{9,057.30
HR
Included
primary prt
led
0
{0.00
09,057.50
HaMf
I
0
$0.00
{9 007.50
0
PSC
4. Input soll parameters to dda base
0
$0.00
{91057.30
HR
Included Ir
primary prc
IW
0
$0.00
$9,057.SD
HeMf
0
$0.00
{9 057.30
f�"1
0
PSC
0
0
0
0
0
0
0
0
0
0
0
W.DO
S9,057.50
..................................................................................
(See aerials asslstarce, undr ssparde tasMnp)
HR
0
0
0
0
0
0
0
0
0
0
0
$0.00
S9,057m
HaMI
0
0
0
0
0
0
0
0
0
0
0
$0.00
{9 057.5D
0
Tctali
_ d
a:::.:..
4S
.
UO
Labor Breekdo"
PSC
3
15
0
0
0
0
0
0
0
1
19
61,500.0D
HR
0
0
0
30
1
0
45
0
10
14
105
110,357.9D
HaMI
0
0
0
0
0
t1
0
0
11
3
22
$1 120.00
Qtrck Sun ..
i. �
. .i f$
:. > . :0
'..: 3Q
. :. !
.. i.. 8
A5:
... 0:
8p':
98.:;
1M1
': 08740
Worksheet Total {9,057.SD
Erdr the above total In workshad XTRA2B. WK(
CITY OF LUBBOCK, TEXAS
MASTER DRAINAGE PLAN
ESTIMATE OF MAN-HOURS
Plan Coord. Jr. ExhibB A-2
1:16- VRA2R.W i MW r-, W-f F: n Pn.wnr as T.,a. Al-Ml-aA ru•APPN
Finn
Task
Prh.
Pf4.
Sr.
Prof.
Prof.
GIs
Err
Tedn-
DraHar
Clabal
Total
Total
Cumulative
Mpr.
Erpr.
Enpr.
Lend
Speo,
nlolan
Hours
Extanslon
Total
Sun.
PSC
iW00
$116W
i7&00
imoll
W&W
"Soo
i4S00
i4S00
i4S00
$Mel
HR
«««««« Rate »»»»»»
$10100
W.W
68250
i7S00
87S00
i515,00
t1MW
$47.00
MOO
i30,00
Half
$125.00
mQ00
60000
i7&00
"aw
"Soo
$5500
ll;MW
$45.00
$35.00
�1F7PC1FAfiIC > :. , , :iNO�ECr'710FI:
PSC
1. Evaluate selected sudace r ndt hydrdopb models
0
W.00
W.00
HR
(AdvantapaMleadvardage report on vrlous
holuded ir
perry prc
kid
0
W.OD
W.00
Half
models wth recommaMdlm for one to use)
0
W.W
$0.00
PSC
2. Evaluate selected open clun al hydraulic models
0
W.00
W.OD
HR
(AdvantapeMisadva tape report on varkus
Included
primary prc
Ject
0
W.OD
W.OD
Half
I models wth raoatvranddlm for one to use)
1
0
$0.00
S0.0D
PSC
3. Evaluate sWacted Strom saner hydraulic models
0
W.W
110.00
HR
Included ir
primary prc
led
0
W.00
W.00
Heil
0
W.W
W.W
PSC
4. Prepare draft report of wm yW and
0
W.W
W.00
HR
soorrme nddlo ns
Submk
npaetnmiladnift
0
WAO
W.00
Haff
------ DeleM ------
0
$0.00
W.OD
PSC
S. RvAew wth City Sidi
0
$0.00
W.00
HR
------ Delete ------
Delver to
Cky Staff. i
sport ape
ftd to be
MOW
dory.
0
W.W
1110.00
Half
0
$0.00
60.00
PSC
a. Prepare that report
0
W.W
W.OD
HR
------ Delete ------
Not necasi
my, only
al sportI
o be prepsabove
0
W.W
W.00
Half
0
W.W
W.00
itµ <*ooltto > AN u
1. Coordhate wth Clly plamhy department on
PSC
1
1
1
3
8210.00
$210.00
HR
protected pro*1h and anticipated land use
2
1
3
$180.00
i30D.W
Haiti
0
W.OD
$300.00
PSC
2. Coiled future land use data
1
1
2
812100
$510.00
HR
1
2
3
$200.00
i710.00
Half
1
1
2
$100.00
$810.00
PSC
3. DiyRme future land use arose raPbohp oMhp
1
1
2
$120.00
i93D.00
HR
land Los
1
2
1
4
111105.00
$1,125.00
Haft
1
2
1
4
S190.W
i131S.00
Men -Hours
Per Motor
Task
0
0
0
0
0
0��
a
7
10
PSC
4. Build 0181hk to land use type (existing and
0
MOD
$1,315.00
HR
future)
Included
prlmrypled
0
MOD
$1,315.OD
Hem
0
$0.00
$1315.00
PSC
S. Determine prarneterstotleto land use (exislhg
0
$O.OD
$1,315.OD
HR
and future)
Included
primary prt
loot
0
$0.00
$1,315.OD
Halff
I
0
$0.00
$1315.00
PSC
6. kpul land use pow. store (exielhg and future)
0
$0.OD
$1,315.OD
HR
1
1
2
$105.00
$1,420.OD
Halff
1
1
2
1
5
$240.00
$1660.00
)!1asF.XI�TH!lGii30f!1Ei11iQNi#i�f�f7ELIhIQ':'?i?: is::i::::?:i::::<?:?:':;?:i:
1. Develop throe of concentration for each watershed
PSC
0
SOD
$1,660.00
HR
for existing marraff trawl oondkkns
Concentra
Is an AM
candMhan
0
SMOD
$1,660.00
Hal f
------ DeMe ------
0
$0.00
$1 aso.oD
PSC
2. Develop nandf curve numbers for each walarMred
$O.OD
$1,650.OD
FIR
(wMhg condklm)
Concentm
to an AMin
i oundOMI
L
$0.00
$1,650.OD
Halll
------ Delde ------
$0.00
$1,MO.00
PSC
3. Determine separds plays lake WmW from
1
1
"Soo
$1,745.0D
HR
from 1'-40D' oontcur maps
2
3
1
6
SW.50
$2,112.90
Halff
0
$'0.00
$2,112.90
PSC
4. blcdel stop -back Atw overflow palhe for
1
4
2
7
f1500.00
62,612.90
HA
playa ovarllow elevation -discharge for esoh
10
30
30
2
72
S4,035.00
$6.647.50
Hdff
abhaln' using FEC-2 (wMhg chapels
0
$0.00
$6,647.SD
PSC
S. Develop alwatlan-area-diroFwgetables for each
1
1
2
$12D.00
$6,757.SD
FIR
plays, take
4
16
16
1
30
$2.175.O0
$6,042.50
Hakf
se 1.4' In storage to find Ywd storage elevation
0
$O.00
$6,942.50
PSC
6. Develop logb tree and hput oammande for
1
1
2
$12D.00
$9,052.W
FIR
modeling each playa lakebheh'separately
5
16
1
22
$11405.00
$10,467b0
Halfl
using therecommended hydrologicmodel
0
$0.00
$1 467.60
PSC
7. Run model and O.C. Input and results, relah
MOD
$1440750
FIR
each bhah' existing oondflkn model as basis
EOMhg a
molklat n
being mi
con
unUuM
*Awn Oon
MUMIL
MOD
$1440750
H*W
for comparison wih future oondklan model
f10.00
$1 467SO
':FFjfiJR£ Nis M3►I'M9(IN
1. Develop tines of concentration for each watershed
PSC
1
1
2
$12D.00
SI QS87SO
Fit
using paved flow path*
4
6
6
1
21
$1,190.OD
$11,77750
Flaif
0
$0.00
$11 MSO
PSC
2. Develop rundf curve numbers, for each wMerNed
1
1
1
2
$175.00
$11,95250
HR
(fukrrecardflkn)
6
12
12
1
31
$1,770.00
$13,72250
Hslf
0
$0.00
$13.722SO
7
0 151
23
33
PSC
3. Model future oondflane wWW any tnpmwrnents
1
1
58500
$13680750
HR
for tAure 'no aotfon' Impacts deteanhdlon
4
10
12
1
27
$11406A0
S1$30250
Hall
Wee 1.4' In stongle to find 'Y•rd' elevation
0
50.00
it 30250
PSC
4. Run model and O.C. Input and resuha, rstah
1
1
55500
f15,38750
HR
eachbhaln'iAure 'No Action" oondllanmodal
4
12
1
17
51,050.00
61446750
Half
as basis for oanparlson wth ofwrmodels
0
$0.00
llis,467.50
PSC
S. Run step backwater to ettnate flow righl-d-way
2
2
1
5
$=.00
SIASUSO
HR
requirements for natural overflow pafw(no
14
22
22
1
So
$3,446.00
52Q20750
Hall
constructeddwrxwls)
0
$0AD
52Q297b0
Ps�F9Ei+liFXJF1ERSTClFlK4�1lYEE :i1FFI�lE1!li{E8:s
1. krdlfy tam drahs potentially affected In fw
PSC
D
Som
$20,207.50
HR
padWty developed and undeveloped seas
None In pr
49d era
0
50.00
SM20750
Halff
WHY Clhj of drains Potentially Irnpamted via Isdr
0
50.00
M297.50
---- DeMlad Prior to l et 9rbmMal ---
PSC
2 Model thane existing tarn drat a tnpsoted by
0
50.00
$24297.50
Hit
existing and future oondltian flows to dstaankne
84m
s not
to
The
area
0
Sow
$2420750
Half
the dinme of defIclancy of to axIdIng storm sews
0
SO.OD
$M227.S0
---- DWUd Prior to last tbrhrnMW ---
PSC
3. Identity storm drape affected in he developed
0
SO.OD
SM2o7S0
Fit
areas byflow from undeveicpedlhrluredeveloped
Coavadi
i harnP-labova.
0
SO.OD
$2Q29750
Half
rass
0
$O.OD
$2Q297.50
---- Delisted Prior to stet S+bnM d ---
PSC
4. Model those edthg storm drWm In developed
0
$0.00
SM29750
HR
areas for both exbft and future conditions to
Mad =dW
Ing stown i
rahm ohm
IV sludl"
do not mo
ImIL
0
$0.00
f2Q297.50
Half
detrmine the degree of ddblancy of the existing
0
i0.00
SM29750
tam sewn
---- Delisted Prior to let INArnNal ---
PSC
5. Prepare report to fw City staff
Cowed I
i than P-1
above
D
$0.00
S24207b0
HR
0
$0.00
52Q297S0
Half
0
$0.00
524297.50
Q:::FE.OGD trONiROLAlAN9 <:. ; .
1. Run tap -backwater analyses for the doWSp of
PSC
0
50.00
$2420750
HR
overflow ohannals i flaw Is 100ds or gmdw
Flood can
M plane b
P be
pod separm
Isly under
Willer
submit
or &M
donal City
0
50.00
52429750
Heft
------ Delete ------
stiOlneark
a work
0
$0.O0
SM297.SO
PSC
2 Analyzeoompensting plays slarag•
Flood can
M plan• t
s be
pad empan
ftly under
dfm
submit
or
tYy
0
$0.00
$2Q297.50
Fit
------ Delete ------
engh
work7
0
SD.OD
C2429750
Half
0
$0.00
29750
---- Deleted Prior blet BubmMW ---
PSC
3. Analyze soonomb elscb of uroaMrdNd water
flood can
but plans I
i be
under
fter desk
per submit
or add
knot Cky
0
$0.00
SM29750
HR
surface vs. controlled water surface (reduced
armhawk
10 work
D
50.00
SM207ZO
Hall
taxable Property with increased psft s ness)
0
$0.O0
29750
PSC
4. Prepare cad andyals d proposed "ravernents
Flood can
krdl plane
be
under
subm
a
City
0
$0.00
SM207S0
Fit
(oanpansating storage and drrnsis only)
Wwh
work7
0
50.00
52Q29750
Half
------ Delete ------
0
So.00
52Q297S0
28
18
84 1EE
0
0
PBC
5, Rsoarsnsnd Ind use within ploys Ww flood Wmb,
W.00
'29750
HR
walenheds to playa and In the overflow mutes
InoWw
primary P.
S0.00
SM29750
Haiti
behvmn playes where no strtroilurai measure
$0.00
SM297W
oonvoys surface overflow
PSC
e. Prepare report to the City we
Flood am
W plans I
s he
undM
dbw domA
pw submit
or
ai C♦ y
0
$0.00
t2429750
HR
------ OaMla ------
work
0
50.03
SM20750
Hail)
0
$0.00
$2420750
PSC
7. Assist City wlh Meister Drainage Plan Pdloy
Floodoon
W plans I
i be
under
Over dwA
persuI I
Wis or w4di
tional Cly
0
$0.00
SM29750
HR
document
wvkwwb
awork
0
$0.03
SM29750
HaMI
0
$0.00
$M297.50.
PSC
5. City Council briefings (2)
2
2
1
5
S355.00
S20,652b0
HR
(Both btiofhgs)
4
4
4
1
13
SM.00
$21.47250
HaMf
One brlei
0
5000
.50r
$21472
Taai
...::.. 4tl
$:;;;
1
21 iit0i>
PSC
7
10
0
0
0
0
0
0
0
10
35
$2,510A0
52,510A0
HR
0
0
4
50
0
0
137
0
106
14
319
$14432.50
SM942.50
Helff
0
0
0
0
0
3
0
1
4
3
11
S5W.00
$21,472.50
PSC
Plansfarsa
0
Q
1
Persons
0
5140.00
per Person
50.00
$21,472.50
HR
0
0
Persons
Q
$140.00
per person
$O.OD
$21,47250
Half
0
®
1
Persons
®
$140.00
par Person
50.00
$21,47250
PSC
Motel epnses
0
Days
0
Perecne
@
$MOO
parMan-day
S0,00
$21,47250
HR
(Sams day round trips, no ovenlght trawe7
0
Days
0
Persons
®
$MOO
pw Men-dy
SO.OD
$21,47250
Halff
0
Days
0
Persons
®
WOO
per Mn-day
SOAD
$21,47250
PSC
Pwkhg
0
Days
0
Vehicle
Q
S100O
perOy
SO.OD
$21,47250
HR
(Airport parking, lap days usually result In two days
0
Days
0
Vehicle
®
$7000
pwDy
$0.00
$21.47250
Halfl
parking charge)
0
Do"
2
Vehicle
®
51(100
par Day
$0.03
$21,47250
PSC
Car rental
0
Days
1
Vehicle
Q
$55.00
per Day
$0.00
$21,472.50HR
(PSC will proidetrnpersonnel y transport
0
Dys
1
Vehicle
®
$MOO
porDy
SOAD
$21.47250
Half
are In town)
0
Days
1
Vehicle
®
$55,00
per Day
$0.00
$21,47250
PSC
Mleage
25
Mies
1
Vehicle
@
$0.31
per MIS
$7.75
$21.48025
HR
125
Mies
1
Vehicle
®
$0.31
par Mile
$3475
$21,519.00
Haiti
0
Mies
1
Vehicle
®
$0.31
per Mlle
$0.00
)
WAWA)
PSC
Blualheprints
t1
Prints
1
846
®
$2.55
per Set
$1530
$21,634.30
HR
35
Prints
1
Seb
tB
$2.55
per Set
$W25
$21,623.55
0
0
0
15
PSC
Reprod+otlane
30
Copies
/
Sete
a
$0.16
pastl
64.00
$21,864.05
HR
200
Copies
1
Be"
a
50.16
per Be
Suw
$21,806.05
HdM
5o
Copies
1
see
a
$0.16
par Set
$8.00
$21,7M,05
PSC
TaMphone
6
Calla
1
Each
a
$5.00
par Call
Smw
$21,734.05
HR
6
Calk
1
Each
a
$5.00
par Call
Smw
$21,764.05
HeIM
6
Cde
1
Each
a
$5.00
per Call
S3010O
521,7W.05
PSC
Made
0
Days
1
Man
a
$2&W
per Man -day
$0.00
$21,794.05
Hi
(Nooverdh)rttmvsq
0
Do"
1
Man
®
$MOO
par Man -day
$0.00
$21,794A5
HdM
0
Days
1
Man
0
W&W
par Man -day
$0.00
$21,7W.05
PSC
Fax
20
Peg"
1
Each
a
$1.00
per Papa
S2a0O
$21,614.05
HR
20
Pages
1
Each
a
S1.OD
p*rPago
$20.00
$21,t134.05
Hetf
20
Pages
1
Each
fay
i1.W
parPaOe
S20LW
$21,11MOS
PSC
PoalagsMIpph0
1
Mona
0
Each
(a?
$70.00
per Month
S42D.W
$2Z274.05
HR
2
Manta
1
Each
®
$7400
par Month
$140.00
S2Z414A5
HAIR
1
MoMhe
0
Each
®
$7aw
p«Mmlh
$420.00
S2Z634A5
PSC
CARD Charges
0
Haun
1
Each
a
66.00
per Hour
$0.00
S2Z634A5
HR
124
Haan
1
Each
fay
bb.W
par Hour
$744.W
SM576.05
HdM
26
Hakim
1
Each
®
$1500
per Hour
6300.W
523,056A5
PSC
Scar maps hto dlObd format
0
Jab
1
Each
a
SO.W
per Jab
$0.00
i23,066.05
HR
0
Jab
1
Each
a
SOAO
per Jab
$0.00
S23,066A5
Hal"
1
Jab
1
Each
0
5M,W
per Jab
SO60.00
$24046.05
PSC
Vaotariza scared maps and caned to 3-0 fie
0
Jab
1
Each
0ll
SOAO
par Jab
SOAO
$24948.05
HR
0
Jab
1
Each
0
SO.OD
per Job
SOAR
$24948.05
Hahl
1
Jab
1
Each
@
$300.00
porJob
$300.00
t25,246A5
ra.[ lratlbar..�awe
: <
r its
From
Reh-bursembee
Tad Fee
RaImburemablesbnekdomand tddlee them
XTRA2A.1VK1
Stoma
Sham
$1.500.00
SWAS
S4,567.65
PSC
mmisw
HR
Plan
$0,367.50
$1,004.W
$4894.00
HatM
t7rr
51120.OD
62163.70
i3633.70
Told Fee Inckdh0 XTRA20LWK1 spreadthoM amount of $9,057.W
$34315.55
Taal Sgrare Mlles
12
Tad Playas
11
Direct Expow, Pamart of Fees
11.0%
Total Fee Per Sgjam We $34316 DMded by
12
$2,650.63
Total Fee Par Peya W310DfAdedby
11
S3,110.6D
TaW Fee par Acre 534310 DMded by
71660
$4.47
Tool Fee par Let (5 Lod per Acre) $34310 Dkrlded by
36,4DO
SO.SD
Total Mn-Haan MRA20LVN(1 end XMA2B.WK1)
.
514
Taal Mn-Hour par square WW 514 Dlvked by
12
42.6
Tad Mn-Hours per Playa 514 Dlvked by
11
40.7
Tad Mn-Hours par Let (5 Lois 514 Divided by
36,4DO
0.013
per Acre)
OD F ADDITIONAL AREA 1 NOT ALRO DOPE CONCURRENTLY (Sane ondsp wlh Area 1 5600.0
rill have to bs pbked up)
'dal 6Area 1 not also done dw to OnfWP
CITY OF LUBBOCK. TEXAS
MASTER DRAINAGE PLAN
ESTIMATE OF MAN -HOURS
............ ..............
Exhlbk A-2
OR- rMA3A1MC1 AI -1-W-aA Ad.cl OU
Firm
Task
Prh.
Prcl,
Sr.
Sr.Tng
rof.
Prof.
Prof.
GIs
ER
Tech-
Drallar
Clarlod
Told
Told
oxmidift
Mgr.
Engr.
Engf.
Engr.
Land
Spfc-
niolan
Hours
Extension
Told
Surv.
PSC
"Q00
W00
MIX
w
"QW
$7&W
1115100
$4&W
MW
MOO
$AW
HR
Rdes>>>>>>>>>>>>
MOM
$O.OD
$8250
"
$76w
$7&W
"Sao
$6250
SAIM
M00
$MW
Hdff
$12S.W
$$9Qw
$9aw
$76w
$saw
"100
$5rxW
MW
M00.
W&W
PSC
1. EyJsthg serial photography
I
In con M'd
ion wHh p&
wiry project
ry
1
$8&00
O&W
HR
(No evaluation, only recelve mid use only as needso
1
1
MW
$100.00
Half!
0
$0.00
$100.00
PSC
2. ExIsthgone-foal contour maps
in oonjurve
Ion wflh pit
isfy project
0
$0.00
$18100
HR
(No evaluation, only receive and use only as nesclecl)
1
1
2
$105.00
$205.00
Hdff
1
1
1
31
$145.00
$410.00
PSC
3. Playa location map
0
$0.00
$410.00
HR
(No evaluation, only recallve and use only as needed)
inoluded In
primary prc
Ject
0
$0.00
$410.00
Hdff
0
$0.W
$410.W
PSC
4. Storm w~ inlets, size and Nov direction
0
$0.w
S00.00
HR
(No evaluation, only rec" and use only as nsadsM
None In pri
Ject area
0
S0.00
9410.00
Ham
0
som
$410.00
PSC
S. FEMA 1982 and I OW flood insurance study
I
I
MW
$495 * 00
HR
(No evaluation, only receive and use only as nesclec!)
1
1
2
$105.00
11;8W.00
Hafff
0eveloped areas In study will not be rs-sn&N7eM
0
$0.00
m.00
PSC
8. Flood event rewrote (gauge data, photon, alkles
0
$0.00
"W.00
HR
aid observations)
holudecl Ir
primary pKr
0
$0.00
"W.00
Halff
No evaluation, only receive end use only as neetclec(i
0.
$0.00
$aw.w
PSC
T. Storm *der quality montleft reaults
0
$O.OD
S000.00
HR
(No evaluation, do not use In H&H models)
dlillurt
i hydrologirydrasille
lesues. VA
ber quaft
b be done
saw
calls
0
SO=
116W.00
=enedsd
Halff
= ----- Delete -~-
0
$0.00
$810.00
PSC
6. Right-d-way maps Qand use Wo6 utilftles)
1
1
2
$1120,00
$720.00
HR
(No evaluation, only reosive end use only as needed)
1
1
2
$105.00
uz.w
KWN
0
$0.00
5025.00
PSC
9. Model osibration report based an existing
Time rells!
edeairfd
playa b
ke k" do
B data
end
balfy
Willim
t lhb
0
$0.60
$oz.w
HR
information ftdrologic, model)
kft
lawn
and Wn
died an a
playa bad
1ore vvs9
Plenlrg
barN
0
$0.00
tM.00
Ham
T
r
0
$0.00
"Z.00
Total Hours
per Major
Task
2
5
0
0
3
0
0
4
0 14
PSC
1.Ideriftplays Weloodlonsand o+edloworaads
1
1
"S00
$910.00
Fie
from Clyts furniN»dtapogryhlo maps (1•-200)
1
1
1
3
f167.50
$1,O77.S0
HW
datarmine creel elevation from map
0
sO.00
st 077.SD
PSC
2. Visual fled owflornatkn of playa lake locations and
1
t
saw
$1,162.50
Fie
overflow, - I In ccnjrction wth Mom E.2
1
1
2
$137.50
s1,30O.00
HaMf
Mdoas Hallfs lakes
1
1
01
1110.00
$1 300.00
>17EAf7]F'�:Ai+Ri:'T7EEi[WW F1,ikVA uw iNAlER9kiE0
PSC
I. Convert digitized topo mape scale to Il.1,000'
1
1
s5500
$1,355.0O
HR
and plot
1
1
2
4
s227.50
$1,612.50
HatM
1
1
2
$110.00
$t 722.50
PSC
2. Delineate and diglizewatershed boundaries
1
1
$MW
$1,607.SD
HR
from oordoure
1
2
2
5
$M).00
S$O97.SD
HaMf
Palliedebeforo loft
1
1
1
2
$110.00
52207.SD
PSC
3. Calculate total area In each plyawatershed
1
1
2
6175.00
s2,352.SD
Fie
2
6
6
1
15
5523.00
s3,2D7.SD
Haiti
0
s0.00
53207.SD
PSC
4. Visual flald ocnfisnafim of boundries (h
0
SOM
s3,2D7.50
Flu
conjunction wlhamhtmcrests field woriq
lhf@els I
at major w
dershed km
undery loc
ham,
been
by man
ado me
no.
0
s0.0D
s3,2D7.SD
Haiti
------ Odd* ------
0
S0.00
s3207.50
PSC
S. Adjust boundaries based on field observations
0
60.00
$3,2D7.50
Fit
(map,marlkupphses)
lhMrly I
aatmejor
1.
Won.h
been k
by man
edam
s.
0
SOM
s3,2a7.SD
H&W
------ Delete ------
Tershad
0
50.00
53277.SD
PSC
6. Dighton Thal watershed basin ad)rslmvm and
0
SO.DD
s3,21]7.50
HR
chsok
thMP* 9
at rnarjmr is
darwhed Im
wumnclawy loo
a have
been Met
ad by man
o& me
ns.
0
SOM
$3,207.SD
Hallf
------ Dokte ------
0
$0.00
S32D7.SO
D'::IC1Et+kTtptrPUlYll6lil�:OVERe:'tl.1GYfi 8.:<
PSC
1. Identify routes from 1'•200 cantcur maps
1
1
2
$175.00
1113,352.9D
Fie
MwIkup proposed route cress section tocadlone
2
5
1
6
$462.50
63,675.W
Haiti
0
$0.00
$3 675.00
PSC
2. Visual fitld oonflanatim of routes and oroes
0
sO.OD
$3,675.00
HR
section bcallcns
Do In conj
xmAkn vM
i hrrr E.2
0
$0.00
s3,675.OD
Ha1M
------ Odle ------
0
s0.0D
53 875.00
PSC
3. Adjust routes & sections based on fitld obseridlow
0
60.W
53,675.OD
Fie
(map marlaup phase)
Do In can
mcklon
Mrs E.2
0
sO.00
s3,675.0O
HoW
------ Delete ------
0
SO.OD
$3 675.OD
PSC
4. Retrieve applicable culvert Information from
1
1
$&r w
s3,06D.OD
Fie
City, County and State sources whom routes
1
3
1
S
S292.50
$4,252.50
Halff
cross major thoroughfares only
mbar oroasln
0
50.00
$4 252.50
-Poare
E:>�N!(Y;:GHSNI:f
PSC
1. Identify features from 1ti.400' oonlour maps (in
0
SOM
L/,252.60
Hui
oon)uotknwlhoverflow oraatslledwo"
0
sO.W
$4,252.SD
HaMf
------ palate -------
0
s0.00
S4 w- SO
3
17
0 32
10
6 /6
PSC
2. Vlaud field oordWmtl n d shuchirse under
t
1
MOO
t4,307.60
►#t
rrNjort101OUgfhfares
1
3
1
6
t292.60
$4,030.00
Half
to do Helffs fldd oonflim
0
t0.00
64 4130.00
PSC
3. Retrieve applicable culvert Information from
0
60.00
14,1t30.OD
FR
CRy, County and Side sources whersneoded to
See tan
A.
0
t0.OD
t4,030.OD
HaW
clothe ditch flow characteristics es O.4
0
$0.00
$4,690.00
PSC
4. Motu adjustmants based on field observations and
1
1
2
$120.00
64,750.00
FR
O.C. check
1
2
3
t20D.00
$4,060.00
Halff
0
t0.00
t4 960.00
f.? MIi'1�1'tihkll�1;11TE:�tlt3'E'iti�f#
PSC
1, DlgRms land use maps from City
0
t0.O0
t4,060AD
FR
------ Delst------
Ouricenlin
to on Uuo
o land us&
0
$O.OD
64,060.00
Helff
0
$0.00
t4,060.00
PSC
2. Visual tied conflenstior of existing land use
0
SO.OD
t4,950.OD
FR
------ 041114111111 ------
an Sduv
o tend uses
0
$0.00
64,960.OD
Helff
1
0
MOD
$4 960.00
PSC
3. Incorporate charges to map dictated by field rwNw
0
tO.OD
t4,96o.OD
tR
of existing land use end check
Onnowntm
to an %du
tend use►
0
$O.OD
64,950.OD
Hdff
------ Ddds ------
0
$0.00
$4 960.00
..................................................................................
13.: tOENtFI'>t3c7lla
PSC
1. ldwdifyhydrdogloadlgmuphg+,famdclaasea
01
t0.00
64,950.0D
FR
Included Ir
primary prc
led
0
SO.OD
t4,060.OD
Ham
0
$0.00
to 960.00
PSC
2. Consdidde sdi dessee vk here hydrciookely
0
t0.00
t4,960.00
HR
similar
Included
primary prt
fact
0
SO.OD
t4,960.0D
Halfl
0
t0.00
t4 960.00
}! >fa>ENT1wY IIN1987F�FiM�AB ;:
PSC
1. Identify storm sewersmost Ilk* to be impacted
0
SO.OD
$4,960.0D
HR
by the project shady area, notify City of potential
None inp
esa
0
t0.00
t4,950.00
Half
Impacts, do not analyze
0
t0.00
t4 950.00
PSC
2. Sat up dorm sewer ban m odels for each system 841
0
MOD
600
$4,9.0D
FR
applicable for andysls of deficiencies end or
Skala" esiernot
roodellin
•
of this
thg
0
t0.OD
t4,060.0D
HaRI
Impacts, sea Ram P letad Prior to t at arabm
t0,00
t4 950.00
1'wlz{z�.xtsill:t',.a
PSC
1. Prepee maps for wemkg, scan maps Into dlghol
1
1
$S600
$S,035.OD
FR
1
lonnd
1
1
tMOO
$S,110.00
Half
1
1
2
$110.00
$5220.00
PSC
2. Import City base map hto OIS dafebese
0
t0.OD
$S,220.OD
FR
1
1
2
$105.00
t5,326.110
NaMf
t
1
2
$SO00
S5 406.00
e
0
6 11
0
0
OCR
0
0�
0
0 �uJ
4
4
PBC
3. Transpose maps to NAD63 ... hates
1
1
10t1500
SS,4D0.00
HR
1
1
2
$105.00
$5,595.00
H# M
1
1
2
$110.00
S5 705.OD
S
PSC
4. Vectofte scanned maps and oonvert to 3-D filar
0
$0.00
$5,705.00
HR
1
1
2
$105.00
$5,810.00
Hslff
1
1
S4S00
$5 E55.OD
3
PSC
S. Determine registratton points visually
1
1
MOO
S6,940.0D
HR
1
1
$75,00
50,015.OD
Ham
/
1
2
$110.00
$6,125.00
4
PSC
G. Determine 000rdhates for registration points
0
$0.00
$0,125.00
HR
1
1 1
$75.00
$6,200.OD
HWN
1
1
2
S1 t0.00
$6 310.00
3
PSC
7. Mlscalla eo us data callactlon regarding base maps
1
1
$6500
S0,3DSA0
FIR
1
2
1
4
$M.00
$0.025.00
Hal"
0
$0.00
Sa 025.00
S �J
..................................................................................
PSC
1. Digests soil classifications
0
SO.OD
t61625.00
HR
Included Ir
pAmary pfc
led
0
SO.OD
$0.025.00
HaMf
0
$0.00
Sa 625.OD
0
PSC
2. Develop OIS link to voll type
0
SD.OD
$6,025.0D
HR
Inokuded Ir
prImary prt
led
0
SD.00
$0,025.00
Hant
0
$0.00
$D 025.0D
0
PSC
3. Determine soil parameters for data bass
0
$0.00
$4,025.00
HR
Included
prImary prc
led
0
MOD
$6,025.00
HOME
I
0
MOD
S0 025.00
0
PSC
4. Input ad[ parameters to data bass
0
$0.00
$6,025.00
HR
incl uded
p6mary prc
IW
0
$0.00
$0,025.OD
HaMf
0
SO.OD
$6 625.OD
0 �
PSC
0
0
0
0
0
0
0
0
0
0
0
S0.00
56,025.00
................................................................................. .
..................................................................................
:tS:::)19D1L1iNIAEflAAPFMVi3PEFA$
(See aerials assistance under separate hrldng)
Hai
0
0
0
0
0
0
0
0
0
0
0
SO.Oo
$6,025.00
HaMf
0
0
0
0
0
0
0
0
0
0
0
SO.00
$6 626.00
0
ii D
D....
1!k
.iz 16
?:i 106
02S.tYF:
106
Lobar Breakdown
PSC
2
10
0
0
0
0
0
0
0
2
20
$1,610.00
HR
0
0
0
21
1
0
26
0
10
12
70
54,0115.00
Hatif
0
0
0
0
0
7
0
0
0
2
16
SM.00
.0
xt
:>
za
Worlohest Total S6,02S.00
Feder the above total In walphem XTRA38.VOK1
CITY OF LUBBOCK. TEXAS
MASTER DRAINAGE PLAN
ESTIMATE OF MAN-HOURS
"MOW.
Pion Coord. Jr. Exhibk A-2
File: XTRA38.VWI Chlef Enar. Hvd. Error. Prarmr. GIS Tech. 31-W-94 06:01 PM
Firm
Task
Pfh.
Prof.
Sr.
Prof.
Prof.
GIs
ER
Tech -
Drofter
Clarlod
Told
Told
QrmuldM
Mgr,
Engr.
Engr,
Lend
spea.
Nolen
Hours
E)denslon
Total
Su
SUN.
PSC
WOOD
WOO
$7&00
$ftw
$7&00
limoo
$4&00
MW
*4&00
O&W
HR
-c<<<<<<<<4<<RdQs>>>>>>>>>>>>
Siw.w
$O.OD
$41250
$7&00
$7600
$MW
W260
$47.00
Saw
"QW
$125.00
11MW
WaW
$7a00
liflaw
maw
$5&00
$MW
$4600
$MW
PSC
1. Evaluate "laded surface rundf hydrologio models
0
SOM
60=
HR
(Advantageffilvadvantage report on vwlouo
kwkxiod In
primary pvc
led
0
$0.00
som
Ham
models willin recommendation for am to use
0
11000.
$0.00
PSC
2. Evaluate selected open charnel hydrsuilo models
0
$0.00
60.0D
HR
(Advantagaidbmatwentage roped on various
kxkxlod In
primary px
0
S0.0D
SO=
HaM
models will recornowndolkin for one to use
0
80.w
$0,00
PSC
3. Evaluate selected dram sawerhydrsuilomodais
0
$0.00
60.00
HR
included Ir
primary pr(
lead
0
MOD
SO=
Ham
0
$O.OD
SO.W.
PSC
4. Prepare drall roped of analysis and
0
$0.00
60.00
HR
recommerwatia
SubmIllindrepotn3tedralL
0
MOD
Saw
Haiti
------ Delete ------
0
$0,00
100.00
PSC
S. ReviewwRi City Stets
0
$0.00
110.00
HR
------ Delre ------
Defter to
City S110. i
apart cape
Aled to be i
-explan
0
$O.OD
SO
Haiti
0
$0.00
$0.00.
PSC
0. Prepare fhal report
0
$0.011
$O.OD
HR
------ Oak" ------
Not neces
wwy. any
all report
a be p
shwa
0
S0.00
SOM
Hallf
0
$O.OD
$0.W
. 00)0�yi�
1. Coordinate vM City plarming department an
PSC
1
I
118aw
tnw
HR
prolactedg.owd and antiolpated lend use
2
1
3
MOM
$205.00
Halts
0.
S0.00
$M.00
PSC
2. Caller.4 future land use data
1
I
M130
5350.00
HR
1
1
2
$137.50
$W.50
Halff
1
1
2
$100.W
$567.50
PSC
3. Dighbo luture Wrod use woo repisaft wjsft
I
I
saw
S87250
HR
land use
I
1
1
3
$19D.00
$1122.50
Half
1
1 I
1
3
$145.00
"am
Men -Hours
Per Major
Took
0 CJ
PSC
4. Build GIB link to land use type (existing and
0
50.00
$W'50
HR
future)
Inoluded ir
primary prc
IW
o
SO.00
$99.50
Help
o
50.00
SM.50
PSC
S. Datermhe pramaters to He to Ind use (exMthg
0
$0.00
SD67.50
HR
and futuro)
Included I
primary pit
led
0
50.00
5067.50
Hntff
0
$0.00
$W.50
PSC
6. input land use parematers (wMhg and futum)
0
$0.00
$W.50
HR
1
1
2
$105.00
$1,072.90
HEM
1
1
1
1
4
$105,00
$I.M7.SD
N:>F.XIBTN!Ip:CQNQfiiAN;#i1f7DELIMQ:<'::>?:>':s>;::?: ::>
1. Develop them ofoancrrtratlar for eaoh watershed
PSC
0
SOAO
$1,257.50
HR
for wising r nap Inwol cordnion s
Ocnoentn
to an fulu
oondMm
0
=0,00
$1,257.90
Half!
------ Dome ------
0
$0.00
St 257.SD
PSC
2. Develop neap curve numbers for sech waterated
SO.00
31,257.SD
Hi
(existing condition)
an liuUm
i condlillow
$D.00
$1,257.90
Hale
------ Dah" ------
$0.00
$1,257.90
PSC
3. Determine separate playa lakebhains'from
0
50.00
$1,257.99
H1
from 1'.400'oontourmaps
1
2
1
4
5230.00
S1,407.M
Hale
0
S0.0D
111,407.50
PSC
4. Model step-backwatroverflow patMfar
1
1
1
3
$210.00
51,707.50
HR
playa owAloweteration-disdhargefor each
6
15
13
2
36
S$162.9D
$3,aG0.00
Ha1p
playalchaW using HEC-2 (existing channels
0
50.00
S3,1190.00
PSC
S. Develop elevation-area-d1wharge tables for each
1
2
1
4
5205.00
S4,165.00
Hi
playa lake
3
g
g
1
22
$1,222.50
55,407.90
Hapf
se 1.4' in storage to the 'trd storage slevetion
0
$0.00
55,407.50
PSC
S. Develop login tree and h xd commands for
1
1
1
3
$210.00
55,617.50
HR
modeling sack playa latro badn'seprdaly
4
7
1
12
$707.50
$0,355.00
H&M
using the moommnded hydrologic model
0
$0.00
$B 355.00
PSC
7. Run model and O.C. input end results, retain
$0.00
$6,355.00
Hi
each badn• existing oandRlon model as basis
EWMN a
inciltions n
it being m1daled,
oon
nenhade
bum
S.
50.00
$6,355.00
Hap!
for oars rison with AAuro condition model
50.00
SD 355.OD
O :FtliFJl1EGP►+�k K3N:!"O1>E1d(4fs::
1. Develop Ones of concentration for each watershed
PSC
1
1
2
$120.00
SO,9D5.00
HR
using paved flow paths
2
6
3
1
12
$OW.00
$7,195.00
Half
0
$0.00
S7 195.00
PSC
2. Dewlap runoff curve numbers for each watershed
1
2
3
$2W.00
S7,4S5.00
HR
(luhue condition)
2
6
7
1
16
S0g5.00
$8.450.00
Hem
0
$O.00
118,450.DD
6��
41
20
15
OCR
14
21
PSC
3. It,,' future ocndllon wlhaut any hprovanwft
1
1
1
3
$210.00
fe,WO.OD
HR
fortuhurohho ahcUon' Irnpaots daferrhhdkn
3
5
5
1
11
87w.60
$9,15ISD
Half
se 1.1' h vlonw to fhd 'zero' doraite elevator
0
$0.00
Sg 16ZW
PSC
1. Ruh model and O.C. Input and result, retain
1
1
2
S12D.00
S9,572.50
HR
asohthah'trbuoe NoAolion'ocndllalmodel
2
5
1
a
S102.50
$14005.00
Haiti
as bash for adsan wth other models
1 0
$0.00
$1 O55.00
PSC
S. Run step backwater to estlrrde flow VA-d-wart
1
3
1
5
SM.00
610,115.00
HR
reciArementsfor nesluurdoverflow pdfs(no
e
a
10
1
27
61,Sa0.OD
S1Z025.00
Halt
conatnatedchannels)
0
i0.00
St 025.00
..................................................................................
P:dE1Ef+f�IFYJd�GT£[f:�'i!ORFE�ETNfft#1EFlCEd�IfYE3>:
1. Identify dorm drains potentially affected In tee
PSC
0
SO.OD
61Z025.00
HR
parody developed and uhdayslcped woes
None In pr
Od area
0
00.00
SIZ02SJW
Hdll
notly CIV of drains poterAtelly Irnpaoted via letter
0
50.00
11 025.00
----- Dddod Prior to 1st tiuI Wall ---
PSC
2. Model than existing storm drains Impacted by
0
SO.OD
$IZ025.00
Fit
existing and trhure ocndhlah flaws to ddamlw
Store drs
no not sep
soled b be
In M slud
p sea
0
SO.OD
61Z025.00
Half
the degree d dadld d tee ehrkt done sewer
0
60.00
$IZ026.00
---- Ddded Pdor l01st SAwn lid ---
PSC
3 Identify darn drains aftsord In M developed
0
S0.0D
St Z025.00
HR
seas by flow from undevdopedpuhrodeveloped
Ouvaled i
i flanP-1aArose
0
Saw
61Z025.00
Heiff
areas
0
$0.00
$IZ025DO
---- Ddded Prior told Subrahlllal ---
PSC
1. Model Chow existing dam drains In developed
0
$0.00
S1Z025.00
HR
arose for both exiting and future oondhk ns to
Most exist
Ing Own c
nahe akw
IV dudled,
not ma
Id.
0
100.0o
S1Z025.00
Halt
ddeanine the degree d delblahcy of tw ex`ikhg
0
SO.OD
:12025.00
storm sewer
---- Deleted Prior to 1st SLAwn tlal ---
PSC
S. Prepare report to 1fro Chy stall
Covered
llwn P-1
above
0
SO.OD
a1Z025.00
HR
0
SO.OD
t1Zo25.00
Haft
0
50.00
111Z025.00
1::FlOCDCQM�dCit P.UiN$
1. Run stop -backwater analyses for the design of
PSC
0
50.00
61ZO25AO
HR
overflow channels N flow Is 100 eh or greater
Flood oan
kWrd plans
be
under
Wher dwh
pewr subm
or add
d Cty
0
$0.00
61Z025.00
Hdfl
------ Odde ------
arwhowt
G walk
0
50.00
S1Z025.00
PSC
2. An*zecanpensdYpplays storage
Flood can
tral plane 111
be I
pod sepera
bely under
devic
per subm7
or vaid
flandCty
0
SOAD
$IZ025.00
HR
------ Ddde ------
anginewbigworlc
7
0
SO.OD
$IZ025.00
Hal(
0
60.00
S1Z025.00
---- Oddest Palo to let tlh#anlMal ---
PSC
3. Analyse sooncmio affects of uncontrolled order
Flood am
Wei plane I
P be
under
Wlhw desk
per submill
We or addl
&xual Cty
0
SO.OD
S1 Z025.00
HR
surface vs. controlled wager surface (reduced
angh
p work
0
SO.OD
$IZ025.00
Half
taxable property whh Increased parks arws)
0
SO.OD
$12026.00
PSC
1. Prepare cod andysis d proposed htprovaments
Floodam
M plans Ii
P be I
ped esperr
laily under
Am dwhaarbanI
We or add
ftnal Cty
0
$0.00
$IzM.00
HR
(oonpensdkv doWe and charwis only)
armhowk
9work
0
WOD
S1Z025.00
Hall
------ DON" ------ I
I
0
SO.OD
$1 025.00
17
10
32
0
0
0
0
oF-o
0
0
0
0
PSC
S. Reoomrnand land use within plays Was flood levels,
SO.W
S1Z025.00
HR
watersheds to plays and In he overflow rcutse
Included
P*nrtr P
$D. W
$1 Z025.00
Halff
balwrrplaymewheroradruoturdmeeeuro
$0.00
s1Z025A0
s surlsoe overflow
PSC
a. Prepare report to he City dO
Flood can
W plans
be
under
eMw deak
timer submit
or addl
Nmal Cly
0
SO.W
s1Z025A0
Fin
------ Dalels ------
antes
0 asorlr
0
$0.00
S1ZO25.W
H&M
0
$0.00
$1 025.00
------ Delsb ------
PSC
7. Assist City wih Master Dreinepe Plan Policy
Flood oem
Wd plena 11
P be I
ped mom
lely under
r dwh
per submil
We or addl
Umd Cly
0
sO.W
s1Z025.00
HR
dooumard
arvin
paaork
0
SO.W
1111Z025.00
HaMf
o
$0.00
$1 025.00
q
6. City Council briefings (2)
2
2
2
E
5420.0o
S1Z445A0
(Boh brieftgs)
4
3
3
2
12
$712.50
=13,1S7SO
1]rw brief
0
SO.OD
51 15750
:.:.:ore
>.
"17
PSC
a
17
0
0
0
0
0
0
0
9
34
$2,4B0.OD
S2,4B0.0D
HFI
0
0
4
35
0
0
0
51
15
177
S1Q237b0
SIZ717SO
Halft
0
0
0
0
0
3
0
1
2
3
9
$440.00
s1a1ST.50
PSC
Plane Was
0
@
1
Person
a
$M.W
per Person
So.W
S1a157.50
HR
0
a
0
Persons
a
s140.W
par Person
SD.W
$1315750
HONI
0
a
1
Person
a
s14D.00
par Person
$0.00
$13157.50
PSC
Motelswpvnw
0
Days
0
Persons
a
$SSW
par Man -day
SO.W
i13157.50
HR
(Some day round trips, no ovanipht travel)
0
Days
0
Persons
a
$6SW
per Man -day
$D.00
$1a 15750
Haiti
0
Daye
0
Persons
a
$a&W
per Man -day
SO.W
s13,157.50
PSC
Perkily
0
Daps
0
Vehicle
a
MOO
par Day
SOAR
s13k157M
HR
(Airport parking, long days usually real in two days
0
Days
0
Vehicle
a
s1QW
per Day
$0.00
$13,167.50
Hem
parl(npcha99)
0
Days
2
Vehicle
a
s1QW
per Day
SO,W
S13k157.50
PSC
carrvMal
0
Days
1
Vehicle
a
S6 W
per Day
SO.W
s1a157.50
HR
(PSC will provide transport tar Hsllf personal while they
0
Days
1
Vehicle
a
$SSW
per Dal,
$0. W
$1 a 15750
HW
wehtown)
0
Days
1
Vehicle
a
MOO
par Day
SO.W
$1a157.50
PSC
Mlleapa
25
Miss
1
Vehicle
a
$0.31
per Mile
$7.75
St a 15525
Fit
50
Mlles
1
Vehicle
a
$0.31
per We
$2450
sia1t10.05
Halif
0
Miles
1
Vehicle
a
$0.31
per Mile
$0.00
S13,190.OS
PSC
BMiWheprints
4
Prints
1
Sets
a
US
per Set
$1020
1111a20025
Fit
24
Prints
1
Sob
a
$265
per Sat
$61.20
S136251AS
0
0
0
PSC
Roprodictlora
25
Copies
1
Sea
a
$0.16
per set
i4.0D
i13,200A5
HR
Bo
Copies
1
Sorts
a
$0.18
per Set
Sam
i136304A5
HaIM
25
Copies
1
sots
a
$0.18
per sal
$4.00
$13,30806
PSC
Tataphcne
4
Calls
1
Each
a
$5.00
per Call
11120o0
$136328.06
HR
4
Calla
1
Each
a
$5.00
perCah
$2000
6136340.05
Halff
4
Calls
1
Each
a
65.OD
par Call
11120O0
613ANDS
PSC
µ•ale
0
Days
1
Man
a
i25.00
per Men -day
i0.00
6136366A5
HR
(No overnight travel)
0
Dye
1
Man
a
1112600
par Men -day
$O.OD
6136366.05
Halff
0
Dye
1
Man
a
$Moo
per Men -day
$O.OD
613,368A5
PSC
Fax
6
Pages
1
Each
a
$1.00
perpage
i6.00
i136370.05
HR
10
Pap"
1
Eech
a
$1.01)
psrPage
i100D
$136386.05
Halff
10
Pap"
1
Each
a
S1.OD
per Pape
$1000
613,306A5
PSC
PostagaArMdpphg
1
Months
0
Eeoh
a
i70.00
par Month
642D.00
i136816.05
HR
1
Months
1
Each
a
$7000
per Month
t70Oo
6136806.05
Halff
1
Mwft
0
Each
a
$7000
per Month
$420.00
i14,305A5
PSC
CARD Charges
0
Hears
1
Each
a
$5.00
par Hex
*O.OD
$14305,05
HR
61
Hours
1
Each
a
$8.00
per Hour
$W.00
614672.05
Halff
21
Hours
1
Each
a
S1500
per Hour
$316.00
$14967.05
PSC
Seen maps into digital format
0
Jab
1
Each
a
$0.00
poi Jab
$O.OD
$14967.05
HR
0
Jab
1
Each
a
$0.01)
par Jab
$O.OD
$14,967,05
Halff
1
Jab
1
Each
a
050D.00
par Jab
i560.00
$15,547.05
PSC
Vactorize scared maps and convert to 3-D fib
0
Jab
1
Each
a
$0.00
par Jab
$O.OD
i156547.05
HR
0
Jab
1
Each
a
SO.OD
per Jab
$O.OD
i15,547.05
Halff
1
Jab
1
Each
a
$170.00
perJob
$170.00
i15,717.05
.
>. TofailiiMnbgtMwAMlt
->
s`Ii755G.fi6'
From
Roinburs"bles
Total Fes
Rahrburesables breakdosn and total too share
XTRA6A.WK1
Share
Share
i1,610.OD
i46D.95
$4,559.95
PSC
Neater
HR
Plan
S4,055.0D
S500.00
61488250
He["
I
i2,a9G.00
Ctfackaum >.
`'<
:'
-:
55g.5t
i 942J>51
Total Fee Includhg XTRA3AWK1 spreadsheet amount of S6,025.OD
i2Z342.05
Total Square Miles (Equlvalwd study I n oWsment)
•
O
Tate) Playas (Equivalent study hvolvened)
7
Direct Expanse, Percent of Fee
.
11.9%
Total F" Per Square MIN 62Z342 DWlded by
0 .
$2,482.45
Total Fee Par Plays, i2Z342 Divided by
7
$3,191.72
Tote) Fes per Acre i2Z342 Divided by
5,70D .
WAS
Total F" per Lot (S Lots per Acre) i2Z342 Divided by
28,800 .
$0.78
Total Man -Hours Q(TRA2A.VYK1 and XTRA2B.VdK1)
328
Total Mar -Hours per Square Mile 326 Divided by
g .
36.4
Total Man -Hours per Playa 320 Divided by
7 .
46.9
Total Man -Hours per Lot (5 Lots 328 Divided by
26,800 +
0.011
per Acre)
CITY OF LUBBOCK, TEXAS
MASTER DRAINAGE PLAN
ESTIMATE OF MAN. -HOURS
.. .......... ...
Pk. 00" Exhlbk A- 2
Cl.- YMAAA%Wi ne.n.nu
Flan
Task
Prh.
Prof.
Sr.
Prof,
Prof.
Gts
EIT
Tach-
Drafter
Clerical
TOW
Total
Oxnuldlve
Mgr.
Engr.
Engr.
Land
Spec,
niolan
Hours
Extension
TOW
Surv.
-PSC
11woo
Woo
$7&00
$dQ00
MOO
moo
64500
$4500
MOO
$3&00
HR
««««««Rats»»»»»»
$100.00
50.00
$8250
$7500
$7500
MOO
$8250
$47.00
$4500
1I3Q00
Hallf
$125.00
$9aw
MOO
$7&00
$OQOO
Moo
"Soo.
Moo
"SOO
$3500
PSC
1. Existing aerial photography
i
1
2
$12D.00
$120.00
HR
(No evaluation, only too" and use only as needed)
In ocnMW
Ion with prin
iary project
a
00.00
S12D.00
HaM
0
$0.00
$120.W
PSC
2. Eideting ane-foot contour maps
1
I
Moo
$205.00
HR
(No evaludicn, only receive and use only as needed)
In oonjuncl
lon wilh prin
isty prosof
0
$0.00
$205.00
1-181111
1
1
1
3
$145.00
SMOD
PSC
3. Playa location map
0
50,00
$39D.00
HR
(No evaluation, only receive and use only am needed)
hckxW ir
primary pm
jec
0
$O,OD
$=.00
Hsffl
0.
$0'00
$39D.00
PSC
4. Storm sewer inlets, site and flow direction
0
00,00
5390.00
HR
(No evaluation, only receive and use only as needed)
None In pri
Jed area
0
$O.OD
$=.00
Hem
0
$0.00
$390.00
PSC
5. FEMA 1982 and I M flood Insurance study
1
1
2
$130.00
$480.00
HR
(No evaluation, only receive and use only sa neadso
0
80.00
$441D.00
Haiti
(Developed woo In study wAllnot be re-ve
0
$0.0D
Mom.
PSC
G. Flood evert rom a (gauge date, photo, slides
0
50.00
$40D.00
HR
and observations)
Included
plftwqp
0
$O.OD
$480.00
Hat"
(No evaludicn, only receive and use only se neadedi)
I
$0,00
$480.0 13
PSC
7. Storm water cpality ankoring results
0
$0.00
948D.00
MR
(No evaluation, do not use In H&H models)
Cwwxwft
to on AMP
i hydrallogi
0oldrauft
lasues. W
Aw quallity
be done
wider our
0
$O.OD
$48D.00
H&A
------ Delete
contract a
a needed.
0
50.00
$480.00
PSC
8. Alght-d-way maps (lend use Ho, utilit")
1
1
1
1
4
$2M.00
5790.00
HR
(No evaluation, only receive and use only as needed)
0
100.00
$750.00
Hem
0
$0.00
$780.00
PSC
9. Model calibration report based on wdsting
Tine vdd
ad retritaill i
nd ptels h
ke 5wal rim
a aide Wok
hg. Cab r
Won not to
fttully VI
ible wAftc&
I lhb
0
$O.OD
$780.00
HR
information (hydrologic model)
Intowns"ork
Y IN
id and oan
dated on a
plare bad
an ellplanning
i
ires beats.
0
$0.00
$793.00
Haft
I
1
0,
110.00
$79D.00
Total Hours
per Major
Task
2
4
0
2
0
0
4
0 12
p.
PSG
1. kfsntMy plays We lwdkro end overflow orssb
1
1
2
4
I M.00
$1,045.00
HR
from CWs furnished topographic maps (1'-200)
0
MOO
$1,045.00
Hap
detsamhe crest sla%*Iw from map
0
$0.00
$1045.00
PSG
2. Visual field oordbnailonofplays law locations and
1
1
2
4
$235.00
$1,290.00
HR
overflow crests In oonjJmCllon with Ram E.2
0
$0.00
$1,290.00
Hap
dow Hdf7s Was
0
$0.00
St 2I0.00
S:.�PETIF?i.iIANF)i3E1lt�AtT£ (?1`AYAt F,:1il�YWtilEi9kiEE?
PSG
1. Canwrtdigihedtapomapssoalatot•-1,000'
1
1
1
1
1
5
$300.00
$1,590.00
HR
and plot
0
$0.00
$1.550.00
Hem
1
1
2
$110.00
$1000.00
PSC
2. Delineate and dlgRbe watershed boundaries
1
1
1
2
5
$325.00
$2,015.00
HR
from contours
0
$0.03
$2,015.OD
HaMf
kheate before Icflh
1
1
2
$110.00
l62125.OD
PSG
3. Calculate total ase In each plays watershed
1
2
6
6
15
$745.00
$2,670.00
HR
0
00.00
$Z670.00
Help
0
$0.00
$Z670.00
PSG
4. Visual field carfimatkm of bcundwiw (h
0
$O.OD
$2,670.00
HR
conjuriOl n with ovedkxv crest field work)
thNady I
at major a
W
undary too
Mons hamm
been allies
ad by man
ede me
na.
0
$O.OD
$2,670.00
Hoff
------ Dalie ------
0
$O.OD
$2,670.00
PSG
S. Adjust bowdarke based on field observations
0
$O.OD
$2,570.00
HRi
(map markup phase)
ihNady I
at major wromhod
Im
wndwy
hsav
been aller
by man
me
ne.
0
f0.00
62.UM.00
Hdp
------ Dwells, ------
0
$0.00
t2 670.OD
PSG
0. DlgRtm that watershed basin adj stnarb and
0
SO.00
tI2 670.00
HR
check
thOaty
ad maim
ersha d
day
sin
been
by man
edam
a
0
00.00
t2,670.OD
Hap
------ Ddab ------
0
50.00
t:2 870.00
d aisi'Iki+i�urAEAlEb4Efie
PSG
1. IdentNy routes from 1'-2W contour maps
1
1
1
5
6
$400.00
$3.330.00
HR
Markup proposed route cross section locations
$0.00
$3,330.00
HsIff
I
1
1
$0.03
$31330.0D
PSG
2. Visual fleid conflmatlon of routes and crow
0
$0.00
$3.330,00
HR
section locdlaw
Do In can
xmtkn ell
i Nan E.2.
0
$0.00
$3,330,00
Hallf
------ Delde
I
$0.30
$3,330.00
PSG
3. Adjust routes & ssctiva based on field observations
0
$0.00
S3,330.00
HR
(map markup pima)
Do In con
Nan E.2
0
$O.OD
$3,330.00
Hal f
------ Dalde ------
0
SO.OD
Ii3 330.OD
PSG
4. Retrleweapplicable oulwrttrformatlarfrom
1
1
3
5
i26D.00
$3,610.00
HR
City, County end Side swrcse Man routes
0
$0.03
S3,610.00
HdM
crow major Rrorcugfdarss only
minor oroasin •
0
SO.M
$3 010.OD
E;14ENiFIFYCHiWF'71iCHES�i!!IQ89YAi[E�>^;>';>:?
PSG
1. klatpyfwluaefrom l'-4odcatournaps (in
0
$0.00
$3,010.00
HR
oonjrsr kn with overflow orsds field work)
0
$0.00
t3,610.03
HdM
------ D.I.I. ------
0
$O.OD
$3 610 OO
4� al
1S
M�I
5 13
PSC
2. Visual field oo flmaticn of structures under
1
1
2
4
$M.00
$3,015.OD
HR
-Icr thoroughfares
0
$0.00
$3,845.00
HaN
M to do Haitfe field oonfim
0
$O.OD
1113,545.01)
PSC
3. Retrieve applicable culvert Infomratlonfrom
0
$0.00
$3,845.00
HR
Clty, Canty and State sources where needed to
Sea ltmn
A.
0
60.00
$3,845.00
Hem
define dhch flowcharacteristbs D.41
0
60.OD
$3,845.00
PSC
4. Make adjustments bend on flold observations and
1
1
2
4
S235.00
$4,080.OD
HR
O.C. check
$0.00
$4,050.00
Ham
$0.00
$4,080.OD
R< lIlfkY';fdWD: I�N�Af$: iffiWii�U3:
PSC
1. Dlghtm land use maps from City
0
60.00
$4.050.00
HR
------ Delete ------
Conosedn
to on Iluluin
i land use
0
$0.00
$4,000.00
Haiti
0
SO.OD
$4,000.00
PSC
2. Visual field ooMimatlon of exlstkg lend use
0
MOO
$4,050.00
Hp
------ Delete ------
Cmwmtn
Is, on lutur
i lend use
0
$0.00
$4,000.00
Hat11
0
$0.00
$4 050.00
PSC
3. Irx:orporete changes to map dictsted by field reviev
0
$0.00
$4,050.00
HR
of exIsting land use and check
Owwmtn
to on Oullur
i land use
0
$0.00
$4,08000
Hot"
------ Dalsie ------
0
$0.00
S4,050.00
l9 `:lDEN71FY 'SOIf 9... s
PSC
1. IdentHyhydrologic sell grouphgs,fomdclasses
0
SO.OD
$4,080.OD
HR
Included Ir
primary prc
led
0
SO.OD
$4,050,OD
Halff
0
SOM
S4 050.0D
PSC
2. Consolidate soil classes vherehydrologically
0
SO.OD
$4,000.00
HR
similar
Included
prinryp
ect
0
$O.OD
$4,050.0D
HaIM
0
$O.OD
$4,050.00
} i>;ar:Ct'ittvijtIt311Nd& fa:
PSC
1. Identity stain sawers mod likelyto be impacted
0
$O.OD
$4,050.00
HR
by the projaol study area notify City of Potential
Nona In pp
Jed wee
0
60.OD
$4,080.13D
Ha lff
Impacts, do not anslyze
0
$O.OD
S4 050.OD
PSC
2. Set up storm sewer base models for each system as
0
$0.00
$4,080.0D
HR
applicable for analysis of deficiencies and or
Stain sen
w modelin
a not • per
o4 this pie
ming phas
L
0
MOD
$4,050.0D
Hem
in acts see Ron P leted Prior to 11stsubmthall
0
$0.00
$4,080.00
l >DIt3fl'42E-7QSTtl`K� i?DIV COGR �AIIP,B
PSC
1. Prepare maps for scanning, scan maps into digllsl
1
1
$8500
$4.165.00
HR
formal
0
$0.00
$4,155.00
Hem
1
t
2
$110.00
84,275.01)
PSC
2. Impert City base map Into OIS database
1
1
$SSW
$4,300.00
F#i
0
$0.00
$4,300.00
Haitf
1
1
2
$8a00
$4 440.OD
4
0
4�" el
0
0
0��
0
0��
0
0
3
3
PSC
3, Transpose maps to NADE3 coordhates
1
1
SaS00
S4.MS.00
HR
0
SO.OD
S4,6E5.0D
H& M
1
1
2
5110.00
64 a35.OD
3
PSC
4. Voctorha soarmad maps and convert to 3—D files
1
1
2
$12D.00
$4,755.OD
HR
0
SO.OD
$4,755.OD
Haiti
1
1
2
Sa000
$41135.00
4
PSC
S. Determhe registration pob* visually
1
1
2
$12D.00
$4,055.OD
HR
0
SO.OD
$4,055.00
HeIM
1
1
1
3
$145.00
$5100.00
5
PSC
a. Determheccordindesfor registration pokft
1
1
$SS00
55,iSS.OD
HR
0
SO.OD
$5,185.00
HaMf
1
1
2
$110.00
$5 29G.00
3
PSC
7. Mlaceltnacusdads collection regwdhgboo maps
1
1
2
1
5
$30D.00
S5,5D5.OD
HR
Halts
0
0
SO.OD
SO.OD
$5,595.00
SS SD5.00
5
................._...._......_._......_._...._...
ai1G1Tt St�RS 11AAPS": _....
PSC
1. Digitize soil classifications
0
$0,00
S5,595M
HR
Included Ir
primary prc
led
0
$0.00
SS,SD5.00
Haiti
0
$0.00
$5 SDS,OD
0
PSC
2. Develop GIS Ihk to soil type
0
SO.OD
S5,595.00
HR
hokxied
primary prc
led
0
$0.00
S5,SD5.00
Haiti
I
0
$0.00
$5,805.00
0
PSC
3. Determine soil parameters for data base
0
MOD
S6•SD5,00
HR
hcluded Ir
primary prc
led
0
$0.00
SS,SD5.00
r
Haiti
0
SO.OD
S5 5PS.OD
0
PSC
4. Input soil parameters to data bass
0
SO.OD
SS,SDS.OD
HR
included
Primary p
0
SOAO
S5,SD5.00
Haiti
I
0
SO.OD
S5 SDS.OD
�
0
PSC
0
0
0
0
0
0
0
0
0
0
0
SO.OD
95,SD5,00
..................................................................................
K- AODn7ONALMAPPMVG:NEMO `.
(See aerials assistance urdsr separate taking)
HR
0
0
0
0
0
0
0
0
0
0
0
S0.00
SS,SD5,00
Haiti
0
0
0
0
0
0
0
0
0
0
0
$0.00
SS SD5.00
0
sDa,ao
Da
Labor Breakdown
PSC
a
20
0
11
0
0
26
0
7
a
75
$4,59S.00
HR
0
0
0
0
0
0
0
0
0
0
0
$0.00
Hallf
0
0
0
0
0
7
0
0
D
4
20
51000,00
Vkdcbheet Taal $5, SD5.00
Enter the above total In workshost XTRA413.YNCt
CITY OF LUBBOCK, TEXAS
MASTER DRAINAGE PLAN
ESTIMATE OF MAN-HOURS
.....O C1#iNA .Aft
Plan Coord. Jr. Exhibit A- 2
Finn
Task
Prin.
Prol.
Sr.
Prof.
Prof.
GIs
EfT
Tech-
Drafter
Clerical
Tctd
Total
Cnmulative
Mgr.
Engr.
Engr.
Land
Spec.
nbian
Hours
Eudealon
Total
Surv.
PSC
"Q00
WOO
57500
Ie60.00
$7500
$MOD
SAS00
S4S00
WDO
$36W
HR
«««««« Rates »»»»»»
$100.00
$0.00
$6250
$7500
WS00
$MOO
$M50
$47.00
S4S00
53000
Hell
$125.00
Ilmoo
$WOO
S7S00
$8000
$5&00
$MOO
$5000
SIS00
$3500
:HYDRCft::iRIC_ii1�F':k►kt>F1A�L,1G:lilIDDEE BEEECTiR1+1:?:
PSC
1. Evaluate selected surface eunott hydrologic models
0
SO.OD
$O.00
HR
(Advardagehdlsadvantage report on varlow
Included Ir
primary prc
led
0
$0.00
100.00
Half
models with recommendation for one to use
0
$0.00
50.00
PSC
2. Evaluate selected open channel hydraulic models
0
$0.00
$0.00
Hi
(AdvantageMi advantage report on venous
incituied1primarypnisol
0
II0.00
$0.0D
Hall
models with recommendation for one to use)
0
SO.OD
50.00
PSC
3. Evaluate selacted strum wow hydraulic models
0
SO=
SMOD
HA
Included ir
primary prt
led
0
SOAD
50,00
Hat8
0
SOAD
SO.OD
PSC
4. Prepare draft report of analysis and
0
$0.00
$0.00
HR
recormmenda tkrue
Submit 111h
W sport
a dreN.
0
$O.OD
$0.00
Halff
- - - - - - Delete - - - - - -
0
50.00
$0.00
PSC
5. Review with Cly Still
0
$0.00
$0.00
HR
------ Oak" ------
Deaver to
CRY SW
to
-sup
0
$0.00
50.00
Hem
0
$0.00
50.00
PSC
6. Prepare final report
0
SO.00
50.0D
HR
------ Detata ------
Nd neces
only I
halrepov!
o be props
red above.
0
50.0D
SO.OD
Half
0
S0.OD
$0.00
M:: N7El1ji1FK:FU111ft$ LAND tlSE
1. Coordinate with Ctty planning departrnerd on
PSC
1
1
2
S12D.00
$121.00
HR
projected growth andanticipatedlanduse
0
$0.00
SIM=
Half
0
$o.w
S12D.00
PSC
2. Coflact luture land use data
1
1
WIX)
5205.00
HR
0
50.00
$205.00
Halt
1
1
2
$100.00
$305.00
PSC
3. Diglis future land use areas replacing existing
1
1
1
3
5220.00
$525.00
HR
landuse
0
SO.OD
5525.00
Hell
1
1
2
$110.00
SM.00
Man -Hours
Per Major
Task
0
0
0
0
0 � a
0�
2
3
5
PSC
4. Build OIS link to Ind use type (sxhdhg and
0
$0.00
SM.00
HR
future)
Included Ir
primary p
0
$0.00
$M.00
Hya
0
$0,00
$a36.00
PSC
6. Determine paraneters to as to lad use (existing
0
$0.00
$a36.00
HR
and 14ture)
Included
primaryp
0
$0.00
$a36.00
HaM
0
$0.00
$a36.00
PSC
8. Input land use parameters (existing and future)
1
1
2
$175.00
$810.00
HR
0
$0.00
$810.00
Half
1
1
1
3
$160.00
$970.00
1!1:<>EX�11NCi�I�D1'iiGM!i;#i10l7EUNQ asiii:;'`:'?:3 :??'::%i>`
1. Develop Ornee of concentration for each watershed
PSC
0
$0.00
$970.00
HR
for witting r ndf trawl conditions
Concantn
keen idu
ocn --a-
0
$0.00
$970.00
Hem
------ Delds ------
0
$0.00
$970.00
PSC
2 Develcp r nolf curve numbers for each welershsd
50.00
$970.00
HR
(existing condition)
CorNMI11110
an idup
i cardltlan
$O.OD
5970.00
►taMf
------ Delete, ------
$0.00
$970.00
PSC
3. Determine Wards playa Wo thainefrom
1
2
1
4
$210.00
S1.160.00
HR
from t'-4(Vcontourmaps
0
SO.00
s1,180.00
HaMI
0
$O.00
$1,180.00
PSC
4. Model step-beckeeter overflow paths for
2
4
a
18
14
3
45
S2,335.00
$3,515.00
HR
playmoverflowelardion-dladragatoreach
0
SO.OD
$3,515.01)
Haul
playa'badn'u HEC-2 (wi0bg ohennels
0
50.00
$3.515.00
PSC
5. Develop slavatlon-area-ditchargetsblsa for each
1
2
2
a
a
1
22
$1,135.00
$400.00
HR
plays take
0
MOD
$4,060.00
Ham
se 1.,P In storage to find '7oro' storage elevation
0
$O.OD
S4.060.00
PSC
8. Develop logb tree and Input commands for
1
2
2
a
1
12
$a86.00
S5,335.00
HR
modeling each playa lake lohaln' asperdey,
0
$0.00
$5,335.OD
HafM
using the recomrnardad hydrologic model
0
$0.00
$5 335.OD
PSC
7. Run model and Q.C. Input and nisuMs, rotah
$0.00
S5,335.OD
HR
each thaW existing candMlon model as beefs
6 Akin o
mdkkne n
A being mi
dallied. con
frets
luUre
Jiltions.
$0.00
S5,335.0D
Ha1M
for comparison with luluro condition model
$O.OD
$5,335.00
O'; eOM7f77of :AN) IRVf#
1. Develop twee of conowrlrslton for each watershed
PSC
1
1
6
4
1
12
$M.00
S5,920.0D
MR
using paved flow paths
0
$0.00
$5,920.00
HaMf
0
$O.OD
$5 92o.OD
PSC
2 Develop runoll curve numbers for Win walsrshsd
1
1
1
a
a
1
19
SM.00
$6,675.0D
HR
(ituracondMlon)
0
$0,00
$8,875.00
HIM
0
MOD
$6 675.00
5 15
HWff
as basis for comparison wNi Wier models
0
$O.OD
$8.950.W
I . Identify stom drains potentially affected In the
PSC
0
SID.00
$9,850.00
HR
pwWly developed aid undeveloped wass
None In pr
4oct area
0
SIMOD
S9,11110.00
HWH
ft degree of cleficlar,41 d the calving storm sewer
0
$010D
so,aso.00
PSC
3. Identify storm drains offeclod in tie developed
0
00.00
$9.1150.00
HR
area by flow from undwistalaKftlure developed
Covered 11
k Horn P— 1
0
00.00
$9,850.00
I-IR
arees for both "Ming and krture oendkkms to
Most esdol
Ing Mom
ohm
ly Wisclied
do not uno
led.
0
WOO
S9.415O.W
70
storm sawo(
---- Deleted Prior to Ist BubmMW ---
PSC
S. Prepare report to It* City staff
Covered A
i Non P— I
above.
0
*D.OD
S9,1150.0D
HR
overflow olhannols If flow Is 100 door grower
Flood ow
trol piano 6
P be dowel
pod sopon
1* under
Over d-+-
usbml
We or addil
Banal City
0
$O.W
$Q,a9O.OD
PSC
2 Analyze compensellng playa storage
Flood
rolplanaftla
imclor
or dovk
per submil
U& or a"
Sonal Cft
0
$0.00
I-IR
------ Dolde ------
-44*4
Work
7
0
$0.00
so,aso.00
Halff
0.
$O.W
ss,asom
---- n , prior to lot &AIRRI111011 ---
PSC
3. Analyze soanornio effacdg d unouctrolled water
Flood am
trot piano I
o be
pad separd
loly under
oNhor drA
par submit
We or add]
Hand City
0
$O'W
lls,asuo
PSC
4. Prepare cost onslysle, d proposed horavements
Flood oan
Wol piano I
P be
under
Witter dwA
por uslarrill
We or aM'*,
CRY
0
SID.00
$9,1111MOO
7
1`14111
------ Delete ------
0
$o.m
so,aso.00
m
»L'-____�J
PSC
HR
Halff
5. Reoarnrnand lend use wlhin plays laity flood Wnb.
wele. eheds to plays and in the overflow route
betwwn plays where no structural measure
convoys sudeoe overflow
PSC
6. Prepare report to the CRY dell
Flood can
trof plane I
HR
------ bids ------
angs
Y sork
HaIH
PSC
------ Odds ------
7. MNal CITY wlh Meter Drainage Plan Polkv
Floodcan
W plans I
HR
dcouaneM
anglineask
p wodc
Hal f
PSC I 8. City Council briefings (2) I 21 2
FFi " briefings)
$0,OD
$9,860.0D
kroWed
primary p
eot
SO.OD
119,880.0D
SO.OD
119,880.0D
0
ed aspen
bely ruder
Wilher drA
per sullmill
We or wN
land COy
0
SO.OD
S9,880.0D
0
SO.OD
$9,880.OD
0
100.0D
$9 880.00
0
red
under
Wher dwk
per autmill
We or add
danallC"
0
SOAO
$9,880.OD
0
SO.OD
So,88om
0
$0.00
S9 880.00
0
2
2
2
10
$M.00
$IQ480.00
0
S0.0D
$IQ480.00
0
S0.00
Si 480.00
10 10
"3C 12 23 0 22 0 0 71 0 48 14 188 $IQ110A0 S1Q110A0
10.00
lam l O) OI OI 0 0 3 0 01 2 11 7 $370.00 $IQ1480DO
PSC
Plane fares
0
@
HFI
0
@
Haltf
0
Q
PSC
Motel e9anses
0
Days
HR
(Same day round trips, no ovenlght traveq
0
Deye
HaR1
0
Days
PSC
Parking
0
Days
HR
(Airport parking, Zang days usually remit In two days
0
Days
Half
parking charge)
0
Days
PSC
Cr rental
0
Days
HR
(PSC will provide transport for HaRf personnel while they
0
Days
Half
are in town)
0
Days
PSC
Mileage
80
Mlles
HR
0
Mlles
Ha1R
0
MNe
PSC
Bknlhe prMa
15
Prints
HR
0
Prints
1 Persons
@
$140.00
per Person
0 Persons
@
$140.00
par Person
1 Persons
@
$140.00
par Person
0 Persons
@
E8500
per Men -day
0 Penes
@
E8500
par Men -day
0 Perms
@
$6&00
per Mon -day
0 Vehicle
@
S1a00
perDy
0 Vehicle
@
S10.00
per Day
2 Vehicle
@
S1naO
per Day
1 Vehicle
@
"SOO
per Day
1 Vehicle
@
IlMOO
per Day
1 Vehicle
@
$MOO
par Day
1 Vehicle
@
$0.31
per Mils
1 Vehicle
@
S0.31
per Mlle
1 Vehicle
@
$0.31
par Mlle
1 Soft
@
WAS
perSet
1 Soft
0
$256
per Set
$0.00 $14480.00
E0.0D $14460.00
S0.0D $14460.00
S0.OD $14480.00
SO.OD $14480.00
SO.OD *1Q480.00
WOO $IQ480D0
SO.OD $IQ480D0
S0.OD $IQ480.00
$0.00 $IQ480D0
$0.00 $IQ480.00
S0.OD $IQ480D0
S1E80 $IQ498.60
EO.OD S1Q498.60
S0.OD S1Q498.80
$X25 $IQ636.85
S0.OD $IQ536.65
1fi5
PSC
Reprodxdlons
100
Copps
1
Sob
®
$0.16
parSot
Maw
$14576.36
HR
0
Copies
1
Sao
0
We
porSot
60.00
614576.36
HONE
40
Copies
1
Sob
0
$0.16
par Sot
SeAD
S1Q664.75
PSC
Telephone
4
Calls
1
Each
0
$5.00
per Call
Smw
S1Q604.75
HR
0
Calls
1
Eaoh
0
$5,00
per Call
SO.OD
S1Q604.7S
HOW
2
Calls
1
Esoh
0
SS.OD
per Call
S10.00
S1Q614.7S
PSC
Meals
0
Days
1
Men
0
$2500
per Men -clay
60.00
$14614.75
HR
(No "might tranQ
0
Days
1
Men
0
$2600
par Men -day
$0.6o
$14614.75
Hollf
0
Days
1
Men
0
MOD
per Men -day
60.00
$14614.75
PSC
Fax
20
Pages
1
Each
0
$I.OD
par Pape
62000
S1Q634.75
HR
0
Pages
1
Eaoh
0
$l.OD
porPage
60.00
614634.75
Halff
15
Peg"
1
Eaoh
0
S1.OD
par Page
$1S00
$IQ640.75
PSC
Postagophlpphg
1
Months
6
Eaoh
0
$7400
par Month
S420.00
611,000.75
FtF1
0
Months
1
Each
0
670000
par Month
SO.OD
611,060.75
HWH
1
Mordhs
6
Each
0
67400
per Month
$420.00
$11.459.75
PSC
CARD Charges
53
Hours
1
Each
0
66AD
per Hour
$316.00
$11.807.75
HR
0
Hours
1
Each
0
Saw
per Hour
SO.CD
$11.807.75
H&W
21
Hours
1
Each
0
S15.00
per Hour
S315.00
61Z122.75
PSC
Scan maps into digital format
0
Jab
1
Each
0
60.01)
per Jab
SO.CD
61Z122.75
HR
0
Jab
1
Each
0
60.01)
per Jab
SOAR
61Z122.75
HaBf
1
Jab
1
Each
0
6350.00
per Jab
S350A0
61Z472.75
PSC
Vadorizescanned maps and convertto3-Dfile
0
Jab
1
Eaoh
0
$MOD
par Jab
60.01)
SO.OD
SIZ472.75
S1Z472.75I
HR
HAIR
0
1
Jab
Jab
1
1
Eaoh
Each
0
dD
00.00
$105.00
per Job
oerJob
6106.00
$IZ577.75
From
Raimbursesbles
Total Fes
Retmburaoebles breakdosn and total fee shave
XIAA4A.WKI
Share
Share
PSC
No"
S4.SOSAD
$=.as
61S,SSSAS
HR
PIS
SO.OD
$0,00
$0.00
HWR
Onlif
S1ODO.00
$1246.00
$2,610.90
00775
St 1J2,75.
Teiwl Pea Includhe XrR/UAWKt eorandsheed amount d $5.505
614172.75
Total Sgaare Mies
5
Total Pleyse
6
Dired Expense, Percent of Fee
11.5%
Total Fee PerSgxare Mle
$14173 Divided by
5
63,04.56
Total Fee Per Plays
$14173 Divided by
6
$3,028.79
Total Fee par Acre
$14173 Divided by
3,20D
Wall
Total Fee per Lot (5 Lob par Acre)
614173 Divided by
16,wo
$1.14
Total Mn-Hours Q(fAA1A.WK1 snot XTRAIB.WK1)
.
201
Total Mn-Hours par Square Mile
201 DMdd by
5 .
S6.2
Total Mn-Hours par Playa
201 DMded by
6 .
46.5
Total Man -Hours per Lot (S Lab
291 Dlvldd by
16,t100
0.016
Pa fie)
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