R-2020-0352 - 12/3/2020RESOLUTION NO. R-2020-0352
WHEREAS, Williamson County is beginning several projects along Hairy Man Road from
Sam Bass Road to Great Oaks Boulevard; and
WHEREAS, the City of Round Rock ("City") and Williamson County wish to enter into an
agreement regarding the relocation of a 10" wastewater line along Hairy Man Road, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City an
Agreement with Williamson County Regarding Relocation of 10" City Wastewater Along Hairy Man
Road, a copy of said Agreement being attached hereto as Exhibit "A" and incorporated herein for all
purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 5 51, Texas Government Code, as amended.
RESOLVED this 3rd day of December, 2020.
CRAI
City c
ATTEST:
Y
SARA L. WHITE, City Clerk
0112.20202-1 00460453
EXHIBIT
"A#
AGREEMENT WITH CITY OF ROUND ROCK, TEXAS AND WILLIAMSON
COUNTY REGARDING RELOCATION OF 10" CITY WASTEWATER ALONG
HAIRY MAN ROAD
This Agreement ("Agreement") is entered into by and between the City of Round Rock, Texas.
("City"), a Texas political subdivision and Williamson County, Texas ("County"), a Texas
political subdivision.
RECITALS
WHEREAS, a 10" wastewater pipeline (the "Pipeline") is currently located within the
right-of-way of Hairy Man Road i*n Williamson County, Texas; and
WHEREAS, County i*s currently advertising the construction of improvements to Hairy
Man Road (the "County Project"); and
the partiWHEREAS, es desire to incorporate into the Project the construction to relocate
approximately 130 linear feet of the Pipeline (the "Relocation Project"); and
WHEREAS, as the design of the Relocation Project was approved by the City, the County
will incoip-orate the Relocation Project
as a separate bid item in the County Project; and
WHEREAS, the parties desire to share costs for the Relocation Project as described herein.
NOW, THEREFORE, i"n consideration of the foregoing premises and the mutual
covenants and agreements herein contained, City and County agree as follows:
1. Relocation Project. This Agreement addresses the Relocation of approximately 130 linear
feet of a 10" wastewater line including 50 linear feet of jacking and boring of a 20" steel
encasement, and installation of required appurtenances associated with the Pipeline
relocation. The plans including location of the Relocation Project is attached hereto as
Exhibit "A".
Z. Construction. The County will construct the Relocation Project 40 in conjunction with the
County Project and in conformity with the CobbFendley design approved by the City. The
City will conduct inspections of the Relocation Project during construction and after
acceptance of the Relocation Project, the City will resume responsibility for operation and
maintenance of the Pipeline.
f23e32ad-6345-4e8e-8bO8-cd389d498e96
3. Payment and Costs.
a. The initial cost estimate for construction of the Relocation Project i*s expected to be
approximately $44,232.50 (the "Construction Costs"). The City agrees to be
responsible for the Construction Costs of the Relocation Project after the Relocation
Project is completed by the County and approved by the City. The engineer's
opinion of probable cost is attached hereto as Exhibit "B".
b,, Any changes to any segment or phase of the Relocation Project may affect costs.
City agrees to pay any additional costs resulting from any changes to the Relocation
9
Project, if approved in advance, in writing, by the City.
4. Communication. City and County agree to hold periodic project status information
meetings. County official point of contact for the Relocation Project i*s Terron Evertson,
CountyEngineer. City's official point of contact is Jeff Bell, Sr. Project Manager, Cityof
Round Rock. City and County agree to include these designated points of contact in the
chain of communication for all significant decisions and recommendations prepared by
design engineers and other parties and representatives,,
5. Schedule. Design and construction of the Relocation Project is expected to take
approximately 24 months. The parties acknowledge that the timefirame is estimated and is
subject to force maj*eure.
6. Liability; No Waiver of Immunities.
a. City does not assume any liability for any property damage, injuries or death in
connection with the design, engineering or construction of the Relocation Project.
TO THE EXTENT PERMITTED BY LAW, COUNTY HEREBY AGREES TO
INDEMNIFY, DEFEND AND HOLD CITY AND ITS DIRECTORS, OFFICERS,
EMPLOYEES AND AGENTS HARMLESS FROM AND AGAINST ANY AND
ALL LOSS, LIABILITY, CLAIM, DAMAGE, COST OR EXPENSE
(INCLUDING REASONABLE LEGAL FEES AND EXPENSES) ARISING OUT
OF OR IN CONNECTION WITH THE DESIGN, ENGINEERING OR
CONSTRUCTION OF THE RELOCATION PROJECT.
b. Nothing in this Agreement shall be deemed to waive, modify or alter to any extent
any defense or immunity available at law or in equity to City or County, or their
past or present officers, employees, or agents, nor to create any legal rights or claim
on behalf of any non-party.
7. Term. The term of this Agreement is for a period of three (3) years from the Effective Date
unless otherwise earlier terminated by the parties.
8. Entire Agreement. This Agreement represents and contains the entire agreement and
understanding between the parties with respect to the subject matter herein and supersedes
any and all prior or contemporaneous oral and/or written agreements and understandings.
9. Governing Law. This Agreement shall be construed and enforced in accordance with
Texas law. The Parties acknowledge that Subchapter 1, Chapter 271 of the Texas Local
Government Code is a legislative waiver of any sovereign immunity with the County to
this Agreement, and each party waives immunity to suit for the purpose of adjudicating
any claims under this Agreement,. Venue for the litigation of any dispute arising hereunder
shallbe in Williamson County, Texas.
10. Counterparts. This Agreement maybe executed in any number of counterparts, and I*t will
not be necessary.
11. No Joint Venture. It is acknowledged and agreed by the parties that the terms herein are
not intended to and shall not be deemed to create any partnership or joint venture among
the parties. The City, its employees, elected officials and agents, do not assume any
responsibilities or liabilities to any third party in connection with the Relocation Project.
Executed to be effective this day of , 2020 (the "Effective Date").
(SIGNATURES ON FOLL 0 WING PAGES)
WILLIAMSON COUNTY
Lion
William Gravell, Jr., County Judge
Date:
Attest:
Nancy Rister, County Clerk
ROUND ROCK, TEXAS
Craig Morgan, Mayor
Date.
Attest:
Sara
White, City Clerk
EXHIBIT A
PiPlans�p of the Relocationrojec
t
INDEX OF SHEETS
C-T:
001 TIE SHEET
a %' 0-002 GENER MAL NOT.ES AND SUMMARY OF OUANTITIES
ter) KEY MAP
C-101 PROP. 10" VWV1 PLAN AND PROFILE STA. 10*00 TO END
C-102 EROSION CONTRO134p
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C-5*02 STANDARO L)%,.TA:b[.S - SHEET 2
pEXHIBIT
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TOTAL LENGTH OF PROJECT: 130 LF
PROJECT LIMITS: 95 FT EAST OF HAIRY MAN RD./CREEK BEND BLVD. INTERSECTION, CROSSING HAIRY MAN RD.,
RELOCATION OF 10" WASTEWATER LINE, INCLUDING OPEN CUT, lNS'TALLah'r-fON CiF ASSOCIATEt3
APPURTENANCES, AND RECONNECTION TO EXISTING MAIN
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VICINITY MAP
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A
OWNER INFORMATION
0WI%4' ER
CITY OF ROUND ROCK, TEXAS
2008 ENTERPRISE DRIVE
ROUND ROCK, TEXAS 7S664
CONTAC"T.
6 JEFF BELL
SENIOR PROJECT MANAGER
512-218-7076
DESI-ONER:
COEBOB FENDLEY
5-35 E. HUNTLAND DR. SU-11TE 100
AUSlvIN., TEXAS 78752
CONTACT
STANLEY FEES. P.E.
512-834-9798
100°Jo SUBMITTAL
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GENERAL NOTES
a 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF ROUND ROCK STANDARD
ca SPECIFICATIONS MANUAL.
Ln 2. ANY EXISTING UTILITIES, PAVEMENT, CURBS, SIDEWALKS, STRUCTURES, TREES, ETC., NOT PLANNED
0 FOR DESTRUCTION OR REMOVAL THAT ARE DAMAGED OR REMOVED SHALL BE REPAIRED OR
N REPLACED AT HIS EXPENSE.
0
N 3. THE CONTRACTOR SHALL VERIFY ALL DEPTHS AND LOCATIONS OF EXISTING UTILITIES PRIOR TO
it ANY CONSTRUCTION. ANY DISCREPANCIES WITH THE CONSTRUCTION PLANS FOUND IN THE FIELD
SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER WHO SHALL BE
o RESPONSIBLE FOR REVISINC THE PLANS ARE APPROPRIATE.
4. MANHOLE FRAMES, COVERS. VALVES. CLEANOUTS, ETC. SHALL BE RAISED TO FINISHED GRADE
PRIOR TO FINAL PAVING CONSTRUCTION.
y
O 5. THE CONTRACTOR SHALL GIVE THE CITY OF ROUND ROCK INSPECTOR AND CONSTRUCTION
Q. OBSERVER 48 HOURS NOTICE BEFORE BEGINNING EACH PHASE OF CONSTRUCTION.
I
6. ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION SHALL BE REVEGETATED IN
0
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. REVEGETATION OF ALL DISTURBED OR
0 EXPOSED AREAS SHALL CONSIST OF SODDING OR SEEDING, AT THE CONTRACTOR'S OPTION.
I HOWEVER, THE TYPE OF REVEGETATION MUST EQUAL OR EXCEED THE TYPE OF VEGETATION
V PRESENT BEFORE CONSTRUCTION. REVEGETATION SHALL BE INCLUDED IN THE MAIN ROADWAY
PLANS.
7. PRIOR TO ANY CONSTRUCTION, THE ENGINEER SHALL CONVENE A PRECONSTRUCTION CONFERENCE
I BETWEEN THE CITY OF ROUND ROCK, HIMSELF, THE CONTRACTOR, OTHER UTILITY COMPANIES, THE
0% COUNTY OBSERVER, ANY AFFECTED PARTIES AND ANY OTHER ENTITY THE CITY OR ENGINEER MAY
�
REQUIRE.
8. THE CONTRACTOR AND THE ENGINEER SHALL KEEP ACCURATE RECORDS OF ALL CONSTRUCTION
Z THAT DEVIATES FROM THE PLANS. THE ENGINEER SHALL FURNISH THE CITY OF ROUND ROCK
ACCURATE "AS -BUILT" DRAWINGS FOLLOWING COMPLETION OF ALL CONSTRUCTION. THESE
I "ASBUILT" DRAWINGS SHALL MEET WITH THE SATISFACTION OF THE ENGINEERING AND
o DEVELOPMENT SERVICES DEPARTMENT PRIOR TO FINAL ACCEPTANCE.
I 9. THE ROUND ROCK CITY COUNCIL SHALL NOT BE PETITIONED FOR ACCEPTANCE UNTIL ALL
% NECESSARY EASEMENT DOCUMENTS HAVE BEEN SIGNED AND RECORDED.
z
10. WHEN CONSTRUCTION IS BEING CARRIED OUT WITHIN EASEMENTS, THE CONTRACTOR SHALL
W CONFINE HIS WORK TO WITHIN THE PERMANENT AND ANY TEMPORARY EASEMENTS. PRIOR TO
a FINAL ACCEPTANCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TRASH AND
DEBRIS WITHIN THE PERMANENT AND TEMPORARY EASEMENTS. CLEAN-UP SHALL BE TO THE
o SATISFACTION OF THE CITY ENGINEER.
0
I 11. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL APPLY FOR AND SECURE ALL PROPER
PERMITS FROM THE APPROPRIATE AUTHORITIES.
a�
TRENCH SAFETY
H 1. IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE U. S. OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION REGULATIONS, ALL TRENCHES OVER 5 FEET IN DEPTH IN EITHER
HARD AND COMPACT OR SOFT AND UNSTABLE SOIL SHALL BE SLOPED.SHORED. SHEETED, BRACED
I OR OTHERWISE SUPPORTED. FURTHERMORE. ALL TRENCHES LESS THAN 5 FEET IN DEPTH SHALL
o ALSO BE EFFECTIVELY PROTECTED WHEN HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
E TRENCH SAFETY SYSTEMS TO BE UTILIZED FOR EACH PROJECT WILL BE PROVIDED TO
I CONTRACTOR.
0 2. IN ACCORDANCE WITH THE U. S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
r REGULATIONS. WHEN PERSONS ARE IN TRENCHES 4 FEET DEEP OR MORE. ADEQUATE MEANS OF
EXIT,SUCH AS A LADDER OR STEPS, MUST BE PROVIDED AND LOCATED SO AS TO REQUIRE NO
MORE THAN 25 FEET OF LATERAL TRAVEL.
Z
3. IF TRENCH SAFETY SYSTEM DETAILS WERE NOT PROVIDED IN THE PLANS BECAUSE TRENCHES
WERE ANTICIPATED TO BE LESS THAN5 FEET IN DEPTH AND DURING CONSTRUCTION IT IS FOUND
THAT TRENCHES ARE IN FACT 5 FEET OR MORE IN DEPTH OR TRENCHES LESS THAN 5 FEET IN
DEPTH ARE IN AN AREA WHERE HAZARDOUS GROUND MOVEMENT IS EXPECTED, ALL
CONSTRUCTION SHALL CEASE,THE TRENCHED AREA SHALL BE BARRICADED AND THE ENGINEER
�I NOTIFIED IMMEDIATELY. CONSTRUCTION SHALL NOT RESUME UNTIL APPROPRIATE TRENCH SAFETY
0 SYSTEM DETAILS, AS DESIGNED BY A PROFESSIONAL ENGINEER, ARE RETAINED AND COPIES
O SUBMITTED TO THE CITY OF ROUND ROCK.
STREET AND DRAINAGE
0
N I. ALL TESTING SHALL BE DONE BY AN INDEPENDENT LABORATORY AT THE OWNER'S EXPENSE. ANY
RETESTING SHALL BE PAID FOR BY THE CONTRACTOR. A CITY INSPECTOR SHALL BE PRESENT
C DURING ALL TESTS. TESTING SHALL BE COORDINATED WITH THE CITY INSPECTOR AND HE SHALL
:3 BE GIVEN A MINIMUM OF 24 HOURS NOTICE PRIOR TO ANY TESTING. TELEPHONE 218-5555
(INSPECTIONS).
0 2. BACKFILL BEHIND THE CURB SHALL BE COMPACTED TO OBTAIN A MINIMUM OF 95%MAXIMUM
E DENSITY TO WITHIN 3" OF TOP OF CURB. MATERIAL USED SHALL BE PRIMARILY GRANULAR WITH
o NO ROCKS LARGER THAN 6" IN THE GREATEST DIMENSION. THE REMAINING 3" SHALL BE CLEAN
TOPSOIL FREE FROM ALL CLODS AND SUITABLE FOR SUSTAINING PLANT LIFE.
3
I 3. DEPTH OF COVER FOR ALL CROSSINGS UNDER PAVEMENT INCLUDING GAS, ELECTRIC, TELEPHONE,
0 CABLE TV, WATER SERVICES, ETC., SHALL BE A MINIMUM OF 30" BELOW SUBGRADE.
ao
o WATER AND WASTEWATER
M
I. PIPE MATERIAL FOR WATER MAINS SHALL BE PVC (AWWA C-900. MIN. CLASS 200). OR DUCTILE
IRON (AWWA C-100. MIN. CLASS 200). WATER SERVICES (2" OR LESS) SHALL BE POLYETHYLENE
o TUBING (BLACK. 200 PSI, DR 9).
N
2. PIPE MATERIAL FOR PRESSURE WASTEWATER MAINS SHALL BE PVC (AWWA C-900, MIN. CLASS
0 150). OR DUCTILE IRON (AWWA C-100, MIN. CLASS 200). PIPE MATERIAL FOR GRAVITY
c WASTEWATER MAINS SHALL BE PVC (ASTM D2241 OR D3034, MAX. DR-26), DUCTILE IRON (AWWA
0 C-100, MIN. CLASS 200).
E 3. UNLESS OTHERWISE ACCEPTED BY THE CITY ENGINEER, DEPTH OF COVER FOR ALL LINES OUT OF
0 THE PAVEMENT SHALL BE 42" MIN., AND DEPTH OF COVER FOR ALL LINES UNDER PAVEMENT
V
SHALL BE A MIN. OF 30" BELOW SUBGRADE.
W 4. ALL FIRE HYDRANT LEADS SHALL BE DUCTILE IRON PIPE (AWWA C-100. MIN. CLASS 200).
to
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5. ALL IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH MINIMUM 8-MIL POLYETHYLENE AND
3 0 SEALED WITH DUCT TAPE OR EQUAL ACCEPTED BY THE CITY ENGINEER.
jZ 6. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTOR AT 218-5555 TO COORDINATE UTILITY
TIE-INS AND NOTIFY HIM AT LEAST 48 HOURS PRIOR TO CONNECTING TO EXISTING LINES.
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7. ALL MANHOLES SHALL BE CONCRETE WITH CAST IRON RING AND COVER. ALL MANHOLES LOCATED
OUTSIDE OF THE PAVEMENT SHALL HAVE BOLTED COVERS. TAPPING OF FIBERGLASS MANHOLES
SHALL NOT BE ALLOWED.
10. THE CONTRACTOR, AT HIS EXPENSE, SHALL PERFORM STERILIZATION OF ALL POTABLE WATER
LINES CONSTRUCTED AND SHALL PROVIDE ALL EQUIPMENT (INCLUDING TEST GAUGES), SUPPLIES
(INCLUDING CONCENTRATED CHLORINE DISINFECTING MATERIAL), AND NECESSARY LABOR REQUIRED
FOR THE STERILIZATION PROCEDURE. THE STERILIZATION PROCEDURE SHALL BE MONITORED BY
CITY OF ROUND ROCK PERSONNEL. WATER SAMPLES WILL BE COLLECTED BY THE CITY OF ROUND
ROCK TO VERIFY EACH TREATED LINE HAS ATTAINED AN INITIAL CHLORINE CONCENTRATION OF 50
PPM. WHERE MEANS OF FLUSHING IS NECESSARY, THE CONTRACTOR, AT HIS EXPENSE, SHALL
PROVIDE FLUSHING DEVICES AND REMOVE SAID DEVICES PRIOR TO FINAL ACCEPTANCE BY THE
CITY OF ROUND ROCK.
WATER SERVICE "W" ON TOP OF CURB
WASTEWATER SERVICE "S" ON TOP OF CURB
VALVE "V" ON FACE OF CURB
SIEVE SIZE PERCENT RETAINED BY WEIGHT
1/2" 0
3/8" 0-2
#4 40-85
#10 95-100
2. ALL CONTRACTORS CONDUCTING REGULATED ACTIVITIES ASSOCIATED WITH THIS PROJECT SHOULD
BE PROVIDED WITH COMPLETE COPIES OF THE APPROVED CONTRIBUTING ZONE PLAN (CZP) AND
THE TCEQ LETTER INDICATING THE SPECIFIC CONDITIONS OF ITS APPROVAL. DURING THE COURSE
OF THESE REGULATED ACTIVITIES. THE CONTRACTOR(S) SHOULD KEEP COPIES OF THE APPROVED
PLAN AND APPROVAL LETTER ON -SITE.
4. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, ALL TEMPORARY EROSION AND SEDIMENTATION
(E&S) CONTROL MEASURES MUST BE PROPERLY INSTALLED AND MAINTAINED IN ACCORDANCE WITH
THE MANUFACTURERS SPECIFICATIONS. IF INSPECTIONS INDICATE A CONTROL HAS BEEN USED
INAPPROPRIATELY, OR INCORRECTLY, THE APPLICANT MUST REPLACE OR MODIFY THE CONTROL
FOR SITE SITUATIONS. THESE CONTROLS MUST REMAIN IN PLACE UNTIL THE DISTURBED AREAS
HAVE BEEN PERMANENTLY STABILIZED.
5. ANY SEDIMENT THAT ESCAPES THE CONSTRUCTION SITE MUST BE COLLECTED AND PROPERLY
DISPOSED OF BEFORE THE NEXT RAIN EVENT TO ENSURE IT IS NOT WASHED INTO SURFACE
6. SEDIMENT MUST BE REMOVED FROM THE SEDIMENT TRAPS OR SEDIMENTATION BASINS WHEN IT
OCCUPIES 50% OF THE BASIN'S DESIGN CAPACITY.
7. UTTER. CONSTRUCTION DEBRIS. AND CONSTRUCTION CHEMICALS EXPOSED TO STORMWATER SHALL
BE PREVENTED FROM BEING DISCHARGED OFFSITE.
9. IF PORTIONS OF THE SITE WILL HAVE A CEASE IN CONSTRUCTION ACTIVITY LASTING LONGER THAN
14 DAYS. SOIL STABILIZATION IN THOSE AREAS SHALL BE INITIATED AS SOON AS POSSIBLE PRIOR
TO THE 14TH DAY OF INACTIVITY. IF ACTIVITY WILL RESUME PRIOR TO THE 21 ST DAY,
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS POSSIBLE.
10. THE FOLLOWING RECORDS SHOULD BE MAINTAINED AND MADE AVAILABLE TO THE TCEQ UPON
REQUEST:
THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR
THE DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A
PORTION OF THE SITE; AND THE DATES WHEN STABILIZATION MEASURES ARE INITIATED.
Austin Regional Office 12100 Park 35 Circle, Building A Austin, Texas 78753-1808 Phone (512)
339-2929 Fox (512) 339-3795 Son Antonio Regional Office 14250 Judson Road Son Antonio,
Texas 78233-4480 Phone (210) 490-3096 Fax (210) 545-4329
1. BEARING VALUES BASED ON THE TEXAS STATE PLAN COORDINATE SYSTEM. NAD-83. CENTRAL
(4203). COORDINATES ARE SURFACE VALUES BASED ON A COMBINED SURFACE ADJUSTMENT
FACTOR OF 1.00011. ELEVATIONS BASED UPON GEOID 2012A, PER WESTERN DATA GPS
REFERENCE NETWORK.
505
Encasement Pipe. 20" Dia., Steel (ASTM A134)
50 LF
506 WW
Drop Manhole wICIP Base, 5' Dia.
1 EA
509
Trench Safety Systems (All Depths)
83 LF
510-VWV
Pipe, 10" Dla. PVC SDR-26 (All Depths)
83 LF
559
Concrete Box Curt, 4 R. x 4 f. for temporary
bypass
13 VF
506-6038
TEMP SEDMT CONT FENCE (INSTALL)
165 LF
506•b039
TEMP SEDMT CONT FENCE (REMOVE)
-75
165 LF
ISP508-BPWW
Temporary Wastewater Bypass Pumping
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MOW STRIP TO BE REPLACED
DURING ROADWAY
CONSTRUCTION
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CONNECT TO EX. 48" 0 WWMH.
INSTALL 79 LF 10" PVC WWL. /
CONTRACTOR TO RE -COAT
MANHOLE INTERIOR AND
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10+83.37 END PROP-HMR-WWL
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c - 275+26.83 HMR CL
5' WWMH "Al"
CONNECT TO INTERNAL 10" PVC WWL. CONTRACTOR SHALL DETAIN/iNTERCEPT WW FLOW AT
• 1 - 60" 0 CIP WATERTIGHT DROP WWMH THIS LOCATION WHEN REMOVING THE 4'X4' CONC. BOX
W/ qP BASE. CULVERT SUCTION T AND INSTALLING NEW SEC ON
I PI 1 I n
OF 10" PVC DR 26 WHERE THE SUCTION PIT WAS
�' o•. LOCATED. CONTRACTOR SHALL SUBMIT A BYPASS
PUMPING PLAN FOR APPROVAL PRIOR TO BEGINNING
THIS OPERATION.
MAKE WATERTIGHT.
10+90.90 PROP-HMR-WWL
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275+27.15 HMR CL rO
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A. / J Ih a ` 1 - 4'x4' CONC. BOX CULVERT
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9+99.96 PROP-HMR-WWL
= 275+23.25 HMR CL
INSTALL TEMP. BYPASS CONNECTION.
95 LF 4" HDPE PIPE, INCLUDING
TEMP. PAVEMENT REPAIRS.
10+25.20 PROP-HMR-WWL
= 275+24.32 HMR CL
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TO BE REMOVED _
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a ' I RIM = 756.13 "
�• 10+75.87 PROP-HMR-WWL FL (IN, NW) - 737.40 ��
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f' -/ - FL IN E = 737.83
i•. t- \ 1 1 I END 20 X A" STEEL CASING ( } e
1 i I (OPEN TRENCH) FL (OUT, S) = 737.20
(PER SURVEY)
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ROW LOCATION (BY OTHERS) '
GUARD RAIL TO BE ' ^ EX. ROW `.
REPLACED DURING
ROADWAY ` 1
CONSTRUCTION (BY / j �` •,
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/ (LINE S14-C3)
EX. ROW
R
144
742
740
738
736
734
730
726
11 +50
NOTE:
CONTRACTOR MUST MEET/EXCEED THE EXISTING PAVEMENT
SECTION WHEN PERFORMING PAVEMENT REPAIRS.
THE CONTRACTOR SHALL HAVE FULL TIME (24 HOUR), ONSITE
QUALIFIED PUMP PERSONNEL INCLUDING SUPERVISION FOR
MONITORING THE ENTIRE BYPASS INSTALLATION WHILE IT IS IN
OPERATION. THE ENTIRE LENGTH OF BYPASS PIPING SHALL BE
WALKED AND INSPECTED HOURLY TO MONITOR FOR LEAKS.
HIGH LEVEL ALARM NOTIFICATION TO CELL PHONES SHALL NOT
ELIMINATE THIS REQUIREMENT. WHERE BYPASS PUMPING
SYSTEMS EXCEED 1,500 FEET IN LENGTH CANNOT BE
COMPLETELY OBSERVED FROM THE BYPASS PUMP LOCATION,
AT LEAST ONE ATTENDANT SHALL BE ASSIGNED TO THE PUMP
OPERATION, AND ONE ADDITIONAL ATTENDANT SHALL BE
ASSIGNED TO WALK AND MONITOR THE PIPELINE.
ONCE ALL WORK IS COMPLETED AND THE BYPASS PUMPING
OPERATION IS NO LONGER REQUIRED, THE CONTRACTOR MUST
DISINFECT AND DRAIN THE ENTIRE BPP SYSTEM IN
ACCORDANCE WITH APPROVED SUBMITTAL.
{B
WWW STA 10+00TO STA 10+83.37 WITH A 20% SAFETY FACTOR
PEAK WET WEATHER FLOW CAPACITY: 34S,600 GPD /240 GPM / 0.64 CFS
VELOCITY IN 10" PIPE @ 0.5% SLOPE: 2.18 FPS
DEPTH IN 10" PIPE @ 0.5% SLOPE: 0.38 FT
C
WWMH STA 10+00 TO STA 10+83.37 WITH FLOW OF 85% FLOW
PEAK WET WEATHER FLOW CAPACITY: 864,000 GPI / 600 GPM / 1.61 CFS
VELOCITY IN IW PIPE @ 0.5% SLOPE: 2.88 FPS
DEPTH IN 10'' PIPE @ 0.5% SLOPE: 0.66 FT
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55
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WOO Wes- EXIST. WIN LINE
SD SD STORM DRAIN
G G EXIST. GAS LINE
UT U.G. TELECOM
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(TO REMAIN WITH PROTECTIVE
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GENERAL
NOTESe
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES
•
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ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
TO RESPONSIBLE FOR ALL.
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AGREES BE FULLY ANY AND
DAMAGES THAT MIGHT BE OCCASIONED BY THE FAILURE
TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
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UNDERGROUND UTILITIES. WHEN THE CONTRACTOR IS
USING TRENCHLESS INSTALLATION METHODS. THE
CONTRACTOR SHALL LOCATE ALL UTILITIES FOR THE
ENTIRE LENGTH OF THE INSTALLATION PRIOR TO ANY
ACTIVITIES.
2. CONTRACTOR TO MAINTAIN 48" MINIMUM COVER OVER
W
a w
d.
Q
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PROPOSED WASTEWATER LINE IN THE STREET AND 42" I
UNPAVED AREAS. CONTRACTOR TO MAINTAIN MINIMUM 18"
VERTICAL AND 5' HORIZONTAL CLEARANCE BETWEEN
PROPOSED AND EXISTING UTILITIES UNLESS OTHERWISE
SHOWN ON THE PLANS.
3. ANY DISCREPANCIES FROM WHAT IS SHOWN SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR
TO BEGINNING WORK.
4. EXISTING WASTEWATER MAINS CONNECTED TO PROPOSED
BYPASS CONNECTION. AND TO EXISTING MANHOLE AT STA,8-'�'.
10+00 ARE TO BE PROTECTED AND REMAIN IN SERVICE.,.
UNTIL THE NEW MAINS ARE CONSTRUCTED. TESTED.,
, �'
APPROVED AND SERVICE LINES RECONNECTED AND THE%
NEW MAIN IS PLACED IN SERVICE.
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PROD. NO. 1703-011-10
EXISTING DESIGN: K. VAN HOOSIER
DRAWN: H. BYRNE
CHECK: L. PRINCE
APPR: S. FEES
PROPOSED DATE: OCTOBER 7. 2020
OF TF�q
w STANLEY RAY FEES
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Q
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W
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