VOL. NO. 2 OF 2_______ 100757 P R O F E S S I O N A L E N G I N E E R L I C E N S E D S T A T E O F T E X A S P A R K H I L L S M I T H & C O O P E R , I N C . F - 5 6 0 KEVIN D. FREDLEY
KRISTINA MENA CHAIR CHAIR IVONNE SANTIAGO P.E. VICE CHAIR VICE CHAIR TERRI GARCIA SECRETARY-TREASURER SECRETARY-TREASURER CHRISTOPHER ANTCLIFF MEMBER MEMBER BRYAN MORRIS, P.E. MEMBER MEMBER CHARLIE INTEBI MEMBER MEMBER MAYOR OSCAR LEESER EX-OFFICIO MEMBEREX-OFFICIO MEMBER
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JOHN E. BALLIEW, P.E. PRESIDENT/CEO PRESIDENT/CEO MARCELA NAVARRETE, C.P.A. VICE PRESIDENT VICE PRESIDENT ALAN SHUBERT, P.E. VICE PRESIDENT VICE PRESIDENT GILBERT TREJO, P.E. CHIEF TECHNICAL OFFICER CHIEF TECHNICAL OFFICER FELIPE LOPEZ, P.E. CHIEF OPERATIONS OFFICER, CHIEF OPERATIONS OFFICER, DISTRIBUTION AND COLLECTION MARTIN NORIEGA, P.E. CHIEF OPERATIONS OFFICER, SUPPORT CHIEF OPERATIONS OFFICER, SUPPORT PAUL RIVAS CHIEF OPERATIONS OFFICER, CHIEF OPERATIONS OFFICER, PRODUCTION AND TREATMENT
1. ALL EXISTING UTILITIES CURRENTLY IN SERVICE MUST
REMAIN IN SERVICE THROUGHOUT CONSTRUCTION OF
THE NEW LINE EXCEPT AS NOTED IN THE DRAWINGS. THE
CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
EXISTING UTILITIES (INCLUDING SERVICE CONNECTIONS)
FROM DAMAGE AS A RESULT OF CONSTRUCTION
ACTIVITIES.
2. ALTHOUGH ALL EFFORTS HAVE BEEN MADE TO INDICATE
ALL MAJOR EXISTING UTILITIES ON PLANS, IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO LOCATE &
PROTECT ALL SAID UTILITIES AS WELL AS SERVICE
CONNECTIONS (WHETHER OR NOT INDICATED ON PLANS)
PRIOR TO AND DURING CONSTRUCTION. SERVICE
CONNECTIONS ARE SHOWN ON THE PLANS TO THE BEST
AVAILABLE INFORMATION. CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANIES TO FIELD LOCATE
SERVICES AND POTHOLE A MINIMUM OF 2 WEEKS PRIOR
TO CONSTRUCTION.
3. PRIOR TO BEGINNING ANY EXCAVATION, CONTRACTOR
SHALL COORDINATE WITH UTILITY COMPANIES TO VERIFY
LOCATIONS OF EXISTING UTILITIES AND CONTRACTOR
SHALL CALL THE RESPECTIVE "1-CALL" NUMBER FOR
UTILITY LINE SPOTS.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH
GAS, PETROLEUM, ELECTRIC, TELEPHONE, FIBER OPTIC,
CABLE TV, SEWER AND WATER UTILITIES OWNERS ETC.
FOR ANY RELOCATION AND/OR PROTECTION OF EXISTING
LINES OR CABLES AS REQUIRED, DUE TO CONSTRUCTION
ACTIVITIES.
5. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING
UTILITY LINES BY POTHOLING AND/OR OTHER METHODS
AT LEAST 1 WEEK AHEAD OF PIPE LAYING CREWS TO
ALLOW THE ENGINEER TIME TO INITIATE ANY NECESSARY
CHANGES IN ALIGNMENT AND/OR GRADE OF THE PIPELINE,
TO RESOLVE POTENTIAL UTILITY CONFLICTS.
6. ALL EXISTING ROADWAYS, SIDEWALKS, LANDSCAPING AND
DRIVEWAYS DAMAGED BY CONSTRUCTION ACTIVITIES
SHALL BE RESTORED TO ORIGINAL CONDITION BY
CONTRACTOR. ALL BUSINESSES, RESIDENTS, AND STREET
TRAFFIC SHALL BE PROVIDED WITH ACCESS AT ALL TIMES
INCLUDING ALL DRIVEWAYS.
7. CONTRACTOR SHALL KEEP ALL DEBRIS AND SPOIL OUT OF
DRAINS, CULVERTS, AND DROP INLETS AND ENSURE THAT
THEY DO NOT BECOME CLOGGED AS A RESULT OF
CONSTRUCTION ACTIVITIES.
8. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS
OF TPDES GENERAL PERMIT No. TXR150000.
CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES.
9. CONTRACTOR SHALL PROVIDE A MINIMUM OF 5 FT. OF
COVER FROM THE TOP OF PIPE TO FINISH GRADE FOR ALL
PROPOSED PIPE, UNLESS INDICATED OTHERWISE ON THE
DRAWINGS AND SPECIFICATIONS. WHEN CROSSING
UNDERNEATH EXISTING OBSTRUCTIONS AND/OR UTILITIES
THE NEW LINE SHALL HAVE A MINIMUM 1 FT. CLEARANCE
& BE BACKFILLED WITH 2-SACK FLOWABLE FILL AS
SPECIFIED, UNLESS NOTED OTHERWISE IN THE DETAILS
OR SPECIFICATIONS. GENERALLY, THE FLOWABLE FILL
SHALL BEGIN FROM THE TOP OF THE BEDDING ZONE AND
EXTEND UP TO THE SPRINGLINE OF EXISTING UTILITY FOR
THE FULL WIDTH OF TRENCH. WHEN CROSSING EXISTING
UTILITIES, FLOWABLE FILL SHALL EXTEND MIN. OF 5 FT.
PAST EACH SIDE OF THE UTILITY/OBSTRUCTION, UNLESS
SHOWN OTHERWISE. FLOWABLE BACKFILL WILL NOT BE
REQUIRED FOR PIPES/OBSTRUCTIONS LESS THAN 6" IN
DIAMETER, UNLESS INDICATED ON THE DRAWINGS. ALL
COST TO BE SUBSIDIARY TO COST OF PIPE INSTALLATION.
10. EXCAVATED MATERIAL WILL BE PROPERLY MARKED AND
BARRICADED WITHIN STREET R.O.W. AFTER WORKING
HOURS. THE AMOUNT OF PIPELINE STRUNG OUT WITHIN
STREET R.O.W. (PARKWAY) SHALL BE LIMITED TO THE
AMOUNT OF PIPELINE THAT CAN BE INSTALLED IN ONE
DAY'S WORK. AT THE END OF EACH WORK DAY, THE END
OF PIPE SHALL BE SEALED WITH A SUITABLE WATER TIGHT
PLUG PROVIDED BY THE PIPE MANUFACTURER, MARKED,
AND BACKFILLED SO AS NOT TO LEAVE ANY OPEN
TRENCH.
11. CONTRACTOR BE AWARE THAT EXISTING UTILITIES MAY
HAVE BEEN INSTALLED SINCE COMPLETION OF THE
DESIGN OF THIS PROJECT, ANY SUCH EXISTING UTILITIES
WILL NOT BE SHOWN ON THE DRAWINGS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO COORDINATE IT'S
WORK WITH ALL APPLICABLE UTILITY COMPANIES.
12. CONTRACTOR MUST SUBMIT TRAFFIC CONTROL PLAN TO
EL PASO COUNTY FOR APPROVAL. TRAFFIC CONTROL TO
FOLLOW LATEST EDITION OF TEXAS MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS. ONCE TRAFFIC CONTROL PLAN IS APPROVED
BY EL PASO COUNTY, CONTRACTOR WILL SUBMIT AS A
SUBMITTAL TO THE ENGINEER.
13. CONTRACTOR SHALL INFORM POLICE AND FIRE
DEPARTMENT 48 HOURS PRIOR TO CLOSING ROADS OR
LANES OF TRAFFIC. CONTRACTOR SHALL MAINTAIN
ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES.
14. CONTRACTOR TO NOTIFY RESIDENTS AND BUSINESSES IN
WRITING 1 WEEK PRIOR TO CONSTRUCTION.
CONTRACTOR TO SUBMIT NOTIFICATION TO ENGINEER AS
A SUBMITTAL PRIOR TO ISSUING THE NOTIFICATION.
15. IN NON PAVED AREAS, CONTRACTOR TO REMOVE TOP 1
FOOT OF MATERIAL AND STOCKPILE SEPARATELY FROM
REMAINING OF EXCAVATED MATERIAL. CONTRACTOR TO
REPLACE 1 FOOT OF MATERIAL OVER THE EXCAVATED
AREA FOLLOWING PIPE INSTALLATION AND TRENCH
BACKFILL. AREA SHALL BE RESTORED TO ORIGINAL
CONDITION
16. CONTRACTOR MAY USE EXISTING WATER LINE OR FIRE
HYDRANT TO FILL 16" WATER LINE. CONTRACTOR MUST
USE A BACKFLOW PREVENTER FOR TESTING. COST TO BE
SUBSIDIARY TO PROJECT COST.
17. CONTRACTOR TO COORDINATE WITH DAVENPORT
ELEMENTARY SCHOOL A MINIMUM OF 7 DAYS PRIOR TO
CLOSING ANY ENTRANCES.
18. CONTRACTOR TO COMPLETE ALL WORK AND PAVE TOM
MAYS DR. BEFORE STARTING WORK ON ZINN RD.
CONTRACTOR TO COMPLETE ALL WORK AND PAVE ZINN
RD. PRIOR TO STARTING WORK ON REMINGTON DR. SEE
PAVING SEQUENCE THIS PAGE.
19. CONTRACTOR TO REPLACE ALL ROAD STRIPPING,
CROSSWALKS AND STOP BARS PER TxDOT STANDARDS.
COST TO BE SUBSIDIARY TO BID ITEM 9.
PAVING SEQUENCE
1. CONTRACTOR WILL REPAVE FROM STA. 28+70 TO STA. 34+00 PRIOR TO ANY EXCAVATION
ALONG ZINN RD. OR REMINGTON DR.
2. CONTRACTOR WILL REPAVE FROM STA. 34+00 TO STA. 44+00 PRIOR TO ANY EXCAVATION
ALONG REMINGTON DR.
3. CONTRACTOR SHALL PRESSURE TEST PRIOR TO PAVING.
HORIZONTAL AND VERTICAL CONTROL
WILL BE GIVEN TO THE CONTRACTOR
PRIOR TO THE START OF THE PROJECT
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INDEX, CONTACT INFOLEGEND
GENERAL NOTESABBREVIATIONS
G-002
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POWER POLE
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PP
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(915) 594-5785
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EL PASO, TX 79901
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PARKHILL
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(915) 533-6811
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501 W. SAN ANTONIO
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ENGINEER:
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EL PASO WATER
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EL PASO, TX 79925
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MR. GABRIEL GONZALEZ
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(915) 594-5527
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1154 HAWKINS
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W
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POTABLE WATERLINE
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1154 HAWKINS
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(915) 594-5532
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EPW PROJECT MANAGER:
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MR. JAIME ARRIOLA
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EL PASO, TX 79925
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EL PASO WATER
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"1 CALL" UTILITY
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LOCATING COMPANIES:
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LONE STAR (1-800-669-8344)
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TX. 1 CALL (1-800-245-4545
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1-800-DIGTESS (344-8377)
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11200 PELLICANO
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EL PASO, TX 79935
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(915) 595-5122
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MR. FRANK GONZALES
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TELEPHONE:
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AT&T
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RIGHT OF WAY
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ROW
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EL PASO WATER
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EL PASO NATURAL GAS COMPANY
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TEXAS GAS COMPANY
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EL PASO ELECTRIC COMPANY
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EPNG
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TXGAS
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EPEC
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EPW
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CMP
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VCP
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CONC.
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RCP
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VITRIFIED CLAY PIPE
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CONCRETE
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REINFORCED CONCRETE PIPE
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CORRUGATED METAL PIPE
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SCCP
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STEEL CYLINDER CONCRETE PIPE
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MANHOLE
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PROPOSED
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EXISTING
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LINEAR FEET
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ASBESTOS CEMENT
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STEEL
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DUCTILE IRON PIPE
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DIAMETER
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STL
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DIP
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AC
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LF
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MH
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DIA.
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EXIST.
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PROP.
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EXISTING WATER & SEWER LOCATIONS:
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TELEPHONE CO.
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MP
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BOP
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F
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BEGINNING OF PIPE
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FLANGE
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MARKER POST
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EOP
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END OF PIPE
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500 TEXAS, RM. 22
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AT&T
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FIBER OPTIC:
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MR. SHAWN SATHER
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(915) 449-8650
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EL PASO, TX 79949
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MR. KEVIN FREDLEY, P.E., CCM
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RW
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REUSE WATERLINE
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TEXAS DEPT. OF TRANSPORTATION
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TxDOT
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BF
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BLIND FLANGE
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PI
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POINT OF INTERSECTION
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POINT OF CURVATURE
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POINT OF TANGENT
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PT
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ISP
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PST
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SP
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CSB
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CO
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JBT
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WP
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GM
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SCP
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FP
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MON
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IP
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MH
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MHT
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ELECTRICAL METER
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GAS LINE
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STORM SEWER LINE
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OVERHEAD ELECTRICAL LINE
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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SIGN
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IRRIGATION CONTROL VALVE
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WATER VALVE
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CONCRETE
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TP
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IR
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MHS
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RECOVERED IRON REBAR
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FOUND CHISELED MARK
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WASTE WATER MANHOLE (SANITARY)
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GUY WIRE
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POWER POLE
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STORM SEWER MANHOLE
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LIGHT POLE
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JUNCTION BOX
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P/P
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JB
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MHW
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L/P
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EM
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CONTROL POINT, AS NOTED
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FOUND NAIL
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PK
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UNDERGROUND TELEPHONE LINE
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EXISTING CITY MONUMENT
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FOUND IRON PIPE
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GAS VALVE
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FIRE HYDRANT
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TELEPHONE MANHOLE
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MANHOLE
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WATER METER
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GAS METER
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SIGNAL PEDESTAL
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SIGNAL CONTROL PANEL
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CABLE TV SERVICE BOX
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ELECTRICAL JUNCTION BOX
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TELEPHONE JUNCTION BOX
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POST
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IRRIGATION STAND PIPE
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CLEAN OUT
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WOOD POST
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WATER FAUCET
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FLAG POLE
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TRAFFIC SIGNAL LIGHT POLE
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TRAFFIC SIGNAL LIGHT POLE
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BOULDER
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YUCCA PLANT
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SHRUB
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TREE
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PINE
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PALM
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WATER LINE
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SANITARY SEWER LINE
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STORM DRAIN
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UNDERGROUND ELECTRICAL LINE
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UNDERGROUND CABLE LINE
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CP
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WM
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X
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GV
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ICV
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WV
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JBE
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FH
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EXISTING EDGE OF PAVEMENT
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RIGHT-OF-WAY LINE
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TSB
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TRAFFIC SIGNAL BOX
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DRAWING NAME NAME G-001 COVER COVER G-002 INDEX, CONTACT INFO, LEGEND AND GENERAL NOTES INDEX, CONTACT INFO, LEGEND AND GENERAL NOTES G-003 LOCATION MAP LOCATION MAP C-101 NOT USED NOT USED C-102 NOT USED NOT USED C-103 PLAN AND PROFILE STA. 20+00 TO STA. 30+00 PLAN AND PROFILE STA. 20+00 TO STA. 30+00 C-104 PLAN AND PROFILE STA. 30+00 TO STA. 40+00 PLAN AND PROFILE STA. 30+00 TO STA. 40+00 C-105 PLAN AND PROFILE STA. 40+00 TO STA. 50+00 PLAN AND PROFILE STA. 40+00 TO STA. 50+00 C-106 PLAN AND PROFILE STA. 50+00 TO STA. 52+77 PLAN AND PROFILE STA. 50+00 TO STA. 52+77 C-501 DETAILS DETAILS C-502 DETAILS DETAILS C-503 TIE-IN DETAILS TIE-IN DETAILS C-601 SWPPP PLAN SWPPP PLAN C-602 SWPPP DETAILS SWPPP DETAILS C-603 BMP BMP C-604 SMALL CONSTRUCTION SITE NOTICESMALL CONSTRUCTION SITE NOTICE
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MATCH EXISTING GRADE
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MEG
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TEXAS GAS SERVICE
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4700 POLLARD ST.
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MR. ARNULFO (TONY) FIERRO
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(915) 680-7275
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EL PASO, TX 79930
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APPROVED
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APPR.
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PC
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SC
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SERVICE CONNECTION
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BF
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BOV
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GATE VALVE
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BUTTERFLY VALVE
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BLOW OFF VALVE
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6" WATER LINE
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8" WATER LINE
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12" WATER LINE
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16" WATER LINE
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BORING LOCATION
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8401 REMINGTON RD.
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(915) 886-6407
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CISD
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CANUTILLO, TX 79835
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DEANNA DAVENPORT ELEMENTARY
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436 E. VINTON RD.
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(915) 886-2724
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SHERIFF DEPT.
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VINTON, TX 79821
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510 E. VINTON RD.
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(915) 886-2323
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FIRE DEPT.
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VINTON, TX 79821
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601 E. VINTON RD.
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(915) 886-5282
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TRAVEL CENTERS OF AMERICA
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VINTON, TX 79821
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PROJECT BY OTHERS
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500 E. SAN ANTONIO STE. 407
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(915) 546-2015
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EL PASO COUNTY ROAD & BRIDGE
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EL PASO, TX
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MR. GILBERT SALDANA, P.E.
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1501 WESTWAY BLVD
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CUSTOM CRATE & PALLETS
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(915) 886-4985
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TXDOT
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EL PASO DISTRICT UTILITY COORDINATOR 13301 GATEWAY BLVD WEST EL PASO, TX 79928 MR. CARLOS MENDEZ (915) 790-4396
GENERAL NOTES: 1. 48" PRE-CAST MANHOLE SECTIONS SHALL BE OF REINFORCED 48" PRE-CAST MANHOLE SECTIONS SHALL BE OF REINFORCED CONCRETE CONFORMING TO ASTM C-478 AND SHALL MEET HS-20 LOADING. 2. MANUFACTURER TO PROVIDE LIFTERS OF ADEQUATE SIZE AS MANUFACTURER TO PROVIDE LIFTERS OF ADEQUATE SIZE AS NEEDED. 3. 48" ECCENTRIC CONE SECTION REINFORCEMENT IN ACCORDANCE 48" ECCENTRIC CONE SECTION REINFORCEMENT IN ACCORDANCE WITH ASTM C-478. 4. THE SUBGRADE UNDER THE BASE SHALL BE COMPACTED TO 95% THE SUBGRADE UNDER THE BASE SHALL BE COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM D-1557. 5. INSTALLATION OF VALVE & BONNET BOX/RISER TO BE WITHIN INSTALLATION OF VALVE & BONNET BOX/RISER TO BE WITHIN R.O.W. OR E.P.W. EASEMENT LIMITS AND SHALL NOT STRAY/ENCROACH BEYOND. 6. 24" MINIMUM DISTANCE BETWEEN PIPE EDGE & FOOTING EDGE. 24" MINIMUM DISTANCE BETWEEN PIPE EDGE & FOOTING EDGE. DISTANCE MAY VARY ON CASE BY CASE BASIS, REQUIRES EPW APPROVAL.
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CONSTRUCTION KEY NOTES: A. MANHOLE RING AND COVER. SET FRAME AND COVER FLUSH WITH MANHOLE RING AND COVER. SET FRAME AND COVER FLUSH WITH ROADWAY SURFACE OR FINISHED GRADE B. ALL JOINTS TO BE TONGUE, GROOVE AND SEALED WITH RAM-NEK ALL JOINTS TO BE TONGUE, GROOVE AND SEALED WITH RAM-NEK OR APPROVED EQUAL. C. 4" FLANGED GATE VALVE (NORMALLY CLOSED) WITH REMOVABLE 4" FLANGED GATE VALVE (NORMALLY CLOSED) WITH REMOVABLE HAND-WHEEL, 4″ MALE ADAPTER X MALE NPT QUICK COUPLING MALE ADAPTER X MALE NPT QUICK COUPLING (COVERED WITH FEMALE QUICK CONNECT - CAPPED AT ONE END) & 4" THREADED COMPANION FLANGE. D. 4" WELDED FLANGE OUTLET (INSTALLED BY PIPE MANUFACTURER). 4" WELDED FLANGE OUTLET (INSTALLED BY PIPE MANUFACTURER). E. 24" DIAMETER BY 2'-6" DEEP GRAVEL SUMP. 24" DIAMETER BY 2'-6" DEEP GRAVEL SUMP. F. FLANGED GATE VALVE - VERTICAL W/ 2" SQUARE OPERATOR NUT. FLANGED GATE VALVE - VERTICAL W/ 2" SQUARE OPERATOR NUT. G. GATE VALVE RISER INSTALLATION - DEPTH VARIES GATE VALVE RISER INSTALLATION - DEPTH VARIES H. BONNET BOX AND COVER BONNET BOX AND COVER J. 6" DIAMETER DRAIN HOLE FILLED WITH GRAVEL. K. 4" SCH. 40 STEEL PIPE (FLxPE) WRAPPED WITH APPROVED POLYKEN TAPE (MIN. 80 MILS) COATING. L. 4"-90° WELDED (PExPE) ELBOW (TYP.). M. 1" PREMOULDED ASPHALT EXPANSION JOINT & CEMENT GROUT.
FASTEN FABRIC TO TOP STRAND OF WELDED WIRE MESH (W.W.M.)
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BY HOG RINGS OR CORD AT A MAX. SPACING OF 15".
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HARDWOOD POSTS SHALL HAVE A MIN. CROSS SECTION OF 1.5" X 1.5".
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SOFTWOOD POSTS SHALL BE 3" MIN. DIA. OR NOMINAL 2"X4".
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4' MIN. STEEL OR WOOD POSTS SPACED AT 6' TO 8' O.C.
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18" MIN.
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SUCCESSIVE REINFORCEMENT
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6 TIMES WITH HOG RINGS.
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SHEETS OR ROLLS A MIN. OF
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MAX. OPENING SIZE SHALL BE
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GALV. W.W.M. (12.5 GA. MIN.)
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2" X 4".
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FABRIC
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WOVEN FILTER
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FLOW
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CONNECT THE ENDS OF
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FLOW
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%%USECTION A-A
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BACKFILL & HAND TAMP.
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FILTER FABRIC
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A
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EMBED POSTS 18" MIN.
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OR ANCHOR IF IN ROCK.
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WOODEN POSTS (OR 4 T-CLIPS OR SEWN
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VERTICAL POCKETS FOR STEEL POSTS).
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USING 4 EVENLY SPACED STAPLES FOR
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ATTACH THE W.W.M. & FABRIC ON END POSTS
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ONLY AND MAY BE MODIFIED BY THE ENGINEER.
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7. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS
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TOE 18 IN MINIMUM
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HEIGHT FROM UPSLOPE
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BERM DEPENDENT ON RUNOFF VOLUME
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14 CALENDAR DAYS SHOULD BE STABILIZED
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TO PREVENT SEDIMENT RUNOFF.
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6. BERM THAT ARE IN PLACE FOR MORE THAN
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CHARACTERISTICS.
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MACHINE COMPACTED.
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1. SOIL USED IN BERM CONSTRUCTION SHALL BE
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%%UGENERAL NOTES:
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OF A ROADWAY SHALL BE 6:1 OR FLATTER.
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MODIFY THE DIMENSIONS SHOWN FOR THE
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5. THE ENGINEER RESERVES THE RIGHT TO
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4. GRADING SHALL BE SHOWN ELSEWHERE IN THE
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PLANS OR AS DIRECTED BY THE ENGINEER.
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3. SIDE SLOPES WITHIN THE SAFETY CLEAR ZONE
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ENGINEER.
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MODIFIED WITH PRIOR APPROVAL OF THE
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2. TOP WIDTH AND HEIGHT OF BERM MAY BE
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EXISTING OR GRADED
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GROUND
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5 FT MINIMUM
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TOP WIDTH
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1
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NOTE 3
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SEE
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2
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APPROACH TRANSITION
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APPROACH TRANSITION
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6" MIN.
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%%UPROFILE
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FOUNDATION COURSE
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6:1 MIN.
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%%UGENERAL NOTES
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%%UPLAN
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FLOW
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A MINIMUM OF 50 LBS.
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%%UBALED HAY FOR EROSION CONTROL
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B
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LAID BALE
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ANGLE FIRST STAKE
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TOWARD PREVIOUSLY
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4" MIN. TO
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1/2 HEIGHT
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OF BALE
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B
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3/8" DIA. REBAR
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OR 2" X 2"
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WOOD STAKES
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FILL VOIDS BETWEEN BALES WITH HAY
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%%USECTION B-B
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%%UPLAN VIEW
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DITCH FLOWLINE
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BALE
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TOWARD ADJACENT
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ANGLE STAKES
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%%UPROFILE VIEW
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3:1 MAX.
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OVERLAP TOPS OF HAY BALES
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POLYPROPYLENE STRING. THE BALES SHALL BE COMPOSED ENTIRELY
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THE ADJACENT BALES. THE BALES SHALL BE PLACED WITH BINDINGS
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THE FIRST STAKE SHALL BE ANGLED TOWARDS THE PREVIOUSLY
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2. HAY BALES SHALL BE BOUND BY EITHER WIRE OR NYLON OR
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4. HAY BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING
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3. HAY BALES SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4" AND
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5. HAY BALES SHALL BE SECURELY ANCHORED IN PLACE WITH 3/8" DIA.
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REBAR OR 2" X 2" WOOD STAKES, DRIVEN THROUGH THE BALES.
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6. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE
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PARALLEL TO THE GROUND.
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WHERE POSSIBLE 1/2 THE HIEGHT OF THE BALE.
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MODIFIED BY THE ENGINEER.
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OF VEGETABLE MATTER.
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LAID BALE TO FORCE THE BALES TOGETHER.
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POLYPROPYLENE
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WIRE, NYLON OR
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BINDING
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ADJACENT BALE
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ANGLE STAKES TOWARD
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OF BALE
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1\2 HEIGHT
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4" MIN. TO
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1. HAY BALES SHALL BE A MINIMUM OF 30" IN LENGTH AND WEIGH
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%%UGENERAL NOTES
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%%UBALED HAY USAGE GUIDELINES
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A BALED HAY INSTALLATION MAY BE CONSTRUCTED
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NEAR THE DOWNSTREAM PERIMETER OF A DISTURBED
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SIZED TO FILTER A MAXIMUM FLOW THRU RATE OF
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FLOWS OVER DISTURBED SOIL FOR LESS THAN
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2. WHERE THE INSTALLATION WILL BE REQUIRED
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FOR LESS THAN 3 MONTHS.
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100'. IF THE SLOPE OF THE DISTURBED SOIL
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THE BALED HAY SHOULD BE LESS THAN 50'.
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MAY BE USED AT THE FOLLOWING LOCATIONS:
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MAY BE USED TO CALCULATE THE FLOW RATE TO
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OVERLAND RUNOFF. A TWO YEAR STORM FREQUENCY
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BE FILTERED. THE INSTALLATION SHOULD BE
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5 GPM/FT OF CROSS SECTIONAL AREA. BALED HAY
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AREA ALONG A CONTOUR TO INTERCEPT SEDIMENT FROM
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1. WHERE THE RUNOFF APPROACHING THE BALED HAY
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EXCEEDS 10%, THE LENGTH OF SLOPE UPSTREAM
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3. WHERE THE CONTRIBUTING DRAINAGE AREA IS
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LESS THAN 1/2 ACRE.
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2
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FOR BALED HAY INSTALLATIONS IN SMALL DITCHES,
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THE ADDITIONAL FOLLOWING CONSIDERATIONS APPLY:
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1. THE DITCH SIDESLOPES SHOULD BE GRADED
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AS FLAT AS POSSIBLE TO MAXIMIZE THE
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DRAINAGE FLOWRATE THRU THE HAY.
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2. THE DITCH SHOULD BE GRADED LARGE ENOUGH
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TO CONTAIN THE OVERTOPPING DRAINAGE WHEN
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SEDIMENT HAS FILLED TO THE TOP OF THE
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STRUCTURAL INTEGRITY IS ACCELERATED.
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BALES SHOULD BE REPLACED USUALLY EVERY 2 MONTHS
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OR MORE OFTEN DURING WET WEATHER WHEN LOSS OF
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BALED HAY.
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3:1 MAX.
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COARSE AGGREGATE
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N.T.S.
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%%U TYPICAL BERM CONFIGURATION
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N.T.S.
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%%U TEMPORARY SEDIMENT CONTROL FENCE
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N.T.S.
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%%U CONSTRUCTION EXIT (TYPE 1)
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N.T.S.
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%%U BALED HAY FOR EROSION CONTROL
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1. THE LENGTH OF THE TYPE 1 CONSTRUCTION EXITS SHALL BE AS INDICATED ON THE PLANS, BUT NOT LESS THAN 50'. 2. THE COARSE AGGREGATE SHALL BE OPEN GRADED WITH A SIZE OF 4" TO 8". 3. THE APPROACH TRANSITIONS SHALL BE NO STEEPER THAN 6:1 AND CONSTRUCTED AS DIRECTED BY THE ENGINEER. 4. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE FLEXIBLE BASE, BITUMINOUS CONCRETE, PORTLAND CEMENT CONCRETE OR OTHER MATERIAL AS APPROVED BY THE ENGINEER. 5. THE CONSTRUCTION EXIT SHALL BE GRADED TO ALLOW DRAINAGE TO A SEDIMENT TRAPPING DEVICE. 6. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS AND MAY BE MODIFIED BY THE ENGINEER.
BMP
C-603
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ISSUING OFFICE:
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SUB - CONTRACTOR CERTIFICATION
GENERAL CONTRACTOR CERTIFICATION
EROSION AND SEDIMENT CONTROL
OWNER CERTIFICATION
SITE DESCRIPTION
BEST MANAGEMENT PRACTICES CONTROLS, CONT'D.
BEST MANAGEMENT PRACTICES CONTROLS
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VILLAGE OF VINTON
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16-INCH TRANSMISSION
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WATER LINE PHASE II
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1154 Hawkins El Paso, Tx. 79925 (915)594-5500
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100757
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KEVIN D. FREDLEY
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03/26/2021
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COMPLETE, REMOVE TEMPORARY CONTROLS IN 1. ABOVE
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6. WHEN ALL CONSTRUCTION ACTIVITY RELATED IN DEVELOPMENT OF THE SITE IS
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EARTHERN BERM, AND STABILIZED CONSTRUCTION ENTRANCE).
I CERTIFY UNDER PENALTY OF LAW THAT I WILL COORDINATE, EITHER THROUGH THE GENERAL
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CONTRACTOR, OWNER, OR DIRECTLY, WITH THE CONTRACTOR(S) AND/OR SUBCONTRACTOR(S) IDENTIFIED
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IN THE POLLUTION PREVENTION PLAN HAVING RESPONSIBILITY FOR IMPLEMENTING STORM WATER
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CONTROL MEASURES TO MINIMIZE ANY IMPACT MY ACTIONS MAY HAVE ON THE EFFECTIVENESS OF
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COMPANY:
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ADDRESS:
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TELEPHONE:
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I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF
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THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT THAT
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AUTHORIZES STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE
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CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.
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NARRATIVE - SEQUENCE OF CONSTRUCTION (STORM WATER MANAGEMENT) ACTIVITIES:
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ROCK BEDDING AT CONSTRUCTION EXIT (TEMPORARY)
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PRESERVATION OF NATURAL RESOURCES (TEMPORARY)
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VEGETATED SWALES & NATURAL DEPRESSIONS
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INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.
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I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION,
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SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE.
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THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION
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SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR
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TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION
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PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED
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I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE
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OWNER: NAME
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OWNER: SIGNED
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TITLE
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DATE
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DATE
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DATE
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NAME OF RECEIVING WATERS:
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COVER AND % OF EXISTING VEGETATIVE COVER:
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EXISTING CONDITION OF SOIL AND VEGETATIVE
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WEIGHTED RUNOFF COEFFICIENT
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(AFTER CONSTRUCTION):
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0.85
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THESE STORM WATER CONTROL MEASURES.
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COMPANY:
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ADDRESS:
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TELEPHONE:
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DATE:
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NAME:
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TITLE:
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SIGNED:
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TITLE:
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SIGNED:
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NAME:
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2. CUT EXISTING HMAC PAVEMENT;
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OTHER:
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VILLAGE OF VINTON 16-INCH TRANSMISSION WATER LINE PHASE II
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TOTAL AREA TO BE DISTURBED:
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MAJOR SOIL DISTURBING ACTIVITIES:
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TOTAL PROJECT AREA:
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%%PX.XX ac.
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EXISTING CONDITIONS:
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PROJECT NAME AND LIMITS:
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PROJECT DESCRIPTION:
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OTHER:
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SEDIMENT TRAPS
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SEDIMENT BASINS
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STORM INLET SEDIMENT TRAP
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STONE OUTLET STRUCTURES
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CURBS AND GUTTERS
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STORM DRAINS
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VELOCITY CONTROL DEVICES
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CONCRETE FLUMES
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TIMBER MATTING AT CONSTRUCTION EXIT
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CHANNEL LINERS
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X
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PIPE SLOPE DRAINS
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SILT FENCES (TEMPORARY)
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DIVERSION, INTERCEPTOR, OR PERIMETER DIKES
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DIVERSION, INTERCEPTOR, OR PERIMETER SWALES
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DIVERSION DIKE AND SWALE COMBINATION
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HAY BALES
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ROCK BERMS
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STRUCTURAL PRACTICES:
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X
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BUFFER ZONES (TEMPORARY)
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SOIL RETENTION BLANKET
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PERMANENT PLANTING, SODDING, OR SEEDING
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TEMPORARY SEEDING
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MULCHING
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SOIL STABILIZATION PRACTICES
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MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED
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IN ADDITION TO THE STABILIZED CONSTRUCTION ENTRANCES, THE FOLLOWING MEASURES SHALL BE
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WILL BE CONDUCTED MONTHLY, BEST MANAGEMENT PRACTICES AND POLLUTION CONTROL
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OF 0.5 INCHES OR MORE. INSPECTION IN FINAL STABILIZED AREAS OR DURING ARID PERIODS
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WITHIN 24-HOURS PRIOR TO ANTICIPATED STORM EVENT AND FOLLOWING A STORM EVENT
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ALL POLLUTION PREVENTION MEASURES SHALL BE INSPECTED AT LEAST ONCE A MONTH OR
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F. MEASURES SHALL BE TAKEN TO PREVENT A SPILL FROM REOCCURRING.
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E. ANY SPILL SHALL BE REPORTED TO THE APPROPRIATE GOVERNMENTAL AGENCY.
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D. SPILL AREA SHALL BE WELL VENTILATED AND APPROPRIATE CLOTHING WILL BE WORN.
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C. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.
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B. MATERIALS AND EQUIPMENT NECESSARY FOR CLEANUP SHALL BE KEPT IN THE
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POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES.
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A. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP SHALL BE CLEARLY
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USED ON-SITE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATION.
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IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES
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XI. OFFSITE VEHICLE TRACKING:
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- STABILIZED CONSTRUCTION ENTRANCE
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- EXCESS DIRT ON ROAD SHALL BE REMOVED IMMEDIATELY
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- LOADED HAUL TRUCKS SHALL BE COVERED WITH TARPAULIN
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- HAUL ROADS SHALL BE DAMPENED FOR DUST CONTROL
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OBSERVED DURING CONSTRUCTION:
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- OTHER:
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X. REMARKS:
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IX. MAINTENANCE AND INSPECTION PROCEDURES:
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VIII. SPILL CONTROL PRACTICES:
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PROCEDURES SHALL BE INSPECTED FOR ADEQUACY.
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MATERIAL STORAGE AREA ON-SITE.
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ALL ON-SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE
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C. DISPOSE SURPLUS PRODUCT IN ACCORDANCE WITH MANUFACTURER'S
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B. RETAIN ORIGINAL LABELS, PRODUCT INFORMATION AND MATERIAL
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A. KEEP PRODUCTS IN THEIR ORIGINAL CONTAINER IF AT ALL POSSIBLE;
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F. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL.
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E. USE ENTIRE CONTENTS OF A PRODUCT BEFORE DISPOSING THE CONTAINER.
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D. DO NOT MIX SUBSTANCES WITH ONE ANOTHER, UNLESS OTHERWISE
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B. NEATLY STORE MATERIALS ON-SITE IN AN ORDERLY MANNER.
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THE FOLLOWING PRACTICES SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL
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ALL SANITARY WASTE SHALL BE COLLECTED FROM THE CONSTRUCTION PORTABLE UNITS AS NECESSARY
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OR AS REQUIRED, CHAPTER 18.08 (BUILDING CODE), BY A LICENSED SANITARY WASTE MANAGEMENT
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CONTRACTOR. ALL WASTE MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
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CONTRACTOR SHALL TAKE IMMEDIATE ACTION AND CONTACT THE FIRE DEPT. AND TCEQ.
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SPILL STABILIZATION, CURING COMPOUNDS AND ADDITIVES. IN THE EVENT OF A SPILL WHICH MAY BE HAZARDOUS, THE
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PAINT, ACIDS FOR CLEANING MASONRY SURFACES, CLEANING SOLVENTS, ASPHALT PRODUCTS, CHEMICAL ADDITIVES FOR
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AT A MINIMUM, ANY PRODUCTS IN THE FOLLOWING CATEGORIES SHALL BE CONSIDERED HAZARDOUS:
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DUMPSTER SHALL BE EMPTIED AS NECESSARY OR AS REQUIRED BY ORDINANCE 9.04 (SOLID WASTE MANAGEMENT) AND
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COMPLY WITH ORDINANCE 18.52.010 (ENCLOSURE AND REMOVAL OF WASTE MATERIALS DURING CONSTRUCTION). THE
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ALL WASTE MATERIALS, INCLUDING CONSTRUCTION DEBRIS, SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED
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METAL DUMPSTER. NO CONSTRUCTION WASTE MATERIAL SHALL BE BURIED ON SITE. THE TRANSIT DUMPSTER SHALL
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VII. PETROLEUM PRODUCTS:
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VI. HAZARDOUS PRODUCTS:
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V. GOOD HOUSEKEEPING:
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IV. SPILL PREVENTION:
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III. SANITARY WASTE:
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OR LOCAL & STATE RECOMMENDED METHODS.
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SAFETY DATA SHEETS (MSDS); AND
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PRACTICES USED TO REDUCE RISKS:
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RECOMMENDED BY THE MANUFACTURER.
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C. KEEP PRODUCTS IN THEIR ORIGINAL CONTAINER.
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A. STORE ONLY ENOUGH PRODUCTS REQUIRED TO DO THE JOB.
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EXPOSURES OF MATERIALS TO STORM WATER RUNOFF.
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II. HAZARDOUS WASTE:
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I. WASTE MATERIALS:
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THE TRASH SHALL BE HAULED TO A LICENSED LANDFILL.
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%%P1.11 ac.
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G. NO PERSON SHALL INTRODUCE OR CAUSE TO BE INTRODUCED INTO THE MUNICIPAL SEPARATE STORM
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SEWER SYSTEM (MS4) OR WATERS WITHIN JURISDICTION OF THE CITY ANY DISCHARGE THAT IS NOT
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COMPOSED ENTIRELY OF STORMWATER.
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H. IT IS AN AFFIRMATIVE DEFENSE TO ANY ENFORCEMENT ACTION FOR VIOLATION OF SUBSECTION "A" OF
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THIS SECTION THAT THE DISCHARGE WAS COMPOSED ENTIRELY OF ONE OR MORE OF THE FOLLOWING
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CATEGORIES OF DISCHARGES:
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1. A DISCHARGE AUTHORIZED BY, AND IN FULL COMPLIANCE WITH, AN NPDES PERMIT (OTHER THAN
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THE NPDES PERMIT FOR DISCHARGES FROM THE MS4); AND
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2. A DISCHARGE RESULTING FROM FIREFIGHTING.
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I. NO PERSON SHALL RELEASE OR CAUSE, ALLOW, OR PERMIT TO BE INTRODUCED ANY OF THE FOLLOWING
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SUBSTANCES INTO THE MS4 NOR THE WATERS WITHIN THE JURISDICTION OF THE CITY SUCH THAT THE
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SUBSTANCE MAY ENTER THE AIR OR GROUNDWATER:
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1. ANY USED MOTOR OIL, ANTIFREEZE, OR ANY OTHER MOTOR VEHICLE FLUID;
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2. ANY INDUSTRIAL WASTE; AND
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3. ANY HAZARDOUS WASTE, INCLUDING HAZARDOUS HOUSEHOLD WASTE.
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3. EXCAVATION FOR WATER LINE INSTALLATION; AND
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4. INSTALLATION OF NEW WATER LINE; AND
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LEGAL DESCRIPTION:
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CITY OF EL PASO, EL PASO COUNTY, TEXAS
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THE SITE IS LOCATED TO THE EAST SIDE OF THE INTERSECTION OF IH-10 AND WESTWAY BOULEVARD.
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ACCORDING TO THE SOIL SURVEY OF EL PASO COUNTY,
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TEXAS THE SOILS IN THIS AREA ARE WITHIN THE DELNORTE-CANUTIO ASSOCIATION, UNDULATING (DCB):
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NEARLY LEVEL TO STEEP SOILS THAT ARE SHALLOW OR VERY SHALLOW OVER CALICHE OR THAT ARE DEEP
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AND GRAVELLY THROUGHOUT; MAINLY ON AND NEAR FOOT SLOPES OF THE FRANKLIN MOUNTAINS.
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5. BACKFILL TRENCH AND INSTALL NEW HMAC PAVEMENT; AND
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X
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1. STRUCTURAL MEASURES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT IN EFFECTIVE OPERATING CONDITION. 2. DOCUMENTATION OF MAINTENANCE ACTIVITIES INCLUDING FREQUENCY, LOT DESIGNATION, INSPECTION OF STRUCTURAL CONTROLS, MATERIAL STORAGE AREAS, VEHICLE ENTRANCES AND EXITS: ACTIONS TAKEN AND INSPECTION NAME. 3. CONSTRUCTION SITE NOTICE WILL BE MAINTAINED ON SITE. 4. COPY OF SWPPP SHALL BE KEPT ON SITE. 5. PERMITTEE MUST RETAIN THE SWP'S NOI AND INSPECTION LOG FOR A MINIMUM OF 3 YEARS FROM THE TERMINATION AND FINAL STABILIZATION OF PROJECT.
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STORM RUNOFF WITHIN THE SITE WILL SURFACE FLOW ALONG CURB AND GUTTER WITHIN THE ROADWAY AND
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INTO NATURAL DISCHARGE PATH SOUTH OF WESTWAY BLVD. AND TOM MAYS DR. INTERSECTION.
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DATE:
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DISPOSAL AREAS, STOCKPILES, AND HAUL ROADS SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE AND CONTROL THE AMOUNT OF SEDIMENT THAT MAY ENTER RECEIVING WATERS. DISPOSAL AREAS SHALL NOT BE LOCATED IN ANY WETLAND, WATERBODY OR STREAMBED. CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE AREAS SHALL BE CONSTRUCTED BY THE CONTRACTOR IN A MANNER TO MINIMIZE THE RUNOFF OF POLLUTANTS. ALL WATERWAYS SHALL BE CLEANED AS SOON AS PRACTICABLE OF TEMPORARY EMBANKMENT, TEMPORARY BRIDGES, MATTING, FALSEWORK, PILING DEBRIS OR OTHER OBSTRUCTIONS PLACED DURING CONSTRUCTION OPERATIONS THAT ARE NOT A PART OF THE FINISHED WORK.