county of el paso, texas
TRANSCRIPT
COUNTY OF EL PASO, TEXASF:\19146\DWG\01_19146 - G0.0_DWG_CVR_01.dwg Time:Sep21,2020-09:48am Login:edgar Dimscale:5 LTScale:1 Images:"F:\14110\XREF\countySealColor.jpg""F:\19146\XREF\Fernie's Seal 2020-09-21.jpg""F:\19146\XREF\Seal (White BG).png"
Cardenas Inc.M ren o o
P L A N N I N G E N G I N E E R I N G P R O J E C T M A N A G E M E N T
EL PASO SAN ANTONIO
2505 E. Missouri Ave. El Paso, TX 79903 (915) 532-20919601 McAllister Freeway #207, San Antonio TX 78216 (210) 314-3553
Texas Board of Professional Engineers Registration No. F-000554
UPSALA DRIVEDRAINAGE
IMPROVEMENTS
9/21/2020
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HORIZON CITY
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HORIZON BLVD
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SOCORRO
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CLINT
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FABENS
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SAN ELIZARIO
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N KENAZO AVE
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INTERSTATE 10
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EASTLAKE BLVD
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PELICANO DR
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LOOP 375
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DARRINGTON RD
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INTERSTATE 10
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CAMELDALE DR
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ROJAS DR
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WEAVER RD
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DIAMOND SPRINGS DR
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LAS COLONIAS RD
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MARK TWAIN AVE
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OLD HUECO TANKS RD
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ALAMEDA AVE
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ARGYLE AVE
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HORIZON MESA DR
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RIFTON CT
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ALBERTON AVE
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ANDERPONT
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ASCENCION ST
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HORIZON BLVD
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N LOOP DR
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DARRINGTON RD
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PEYTON RD
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MARK TWAIN AVE
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PEYTON RD
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BRET HARTE DR
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SPARKS DR
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GRAND RIVER DR
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NONAP RD
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HARNOSE DR
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NOTRE DAME LN
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INTERSTATE 10
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UPSALA DR
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%%U LOCATION MAP
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SCALE: 1"=5000'
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SCALE: 1"=1500'
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PROJECT LOCATION
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SEPTEMBER 2020
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EL PASO COMMISSIONER'S COURT
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CARLOS LEON
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COMMISSIONER PRECINCT 1
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COUNTY JUDGE
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RICARDO A. SAMANIEGO
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CARL L. ROBINSON
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DAVID STOUT
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VINCENT PEREZ
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COMMISSIONER PRECINCT 2
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COMMISSIONER PRECINCT 3
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COMMISSIONER PRECINCT 4
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FERNANDO SANCHEZ, P.E. No. 132581
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ON SEPTEMBER 21, 2020
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DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
F:\19146\DWG\02_19146 - G1.0_DWG_GN_01.dwg Time:Sep21,2020-09:49am Login:edgar
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
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SCALE
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ENGINEER'S NOTE
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OF
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SHEET
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REVISION REMARKS
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DATE
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ENGINEER'S NOTE
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PROJECT NAME
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
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DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
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%%UGENERAL NOTES
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CIVIL
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COVER SHEET.................................................................................................... GENERAL NOTES & LEGEND............................................................................. TOPOGRAPHIC SURVEY...................................................................................... TRAFFIC CONTROL PLAN ................................................................................. DEMOLITION PLAN............................................................................................. SITE & HORIZONTAL CONTROL PLAN............................................................... GRADING PLAN.................................................................................................. GRADING CROSS SECTIONS............................................................................... OVERALL WATERSHED MAP............................................................................... TYPICAL DETAILS............................................................................................... DRAINAGE TYPICAL DETAILS............................................................................. REINFORCED CONCRETE PAYMENT LAYOUT...................................................... SW3P PLAN....................................................................................................... SW3P GENERAL NOTES..................................................................................... SW3P DETAILS TYPICAL....................................................................................
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LIST OF UTILITIES AND AGENCIES
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COMPANY NAME
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MARGARET ONTIVEROS
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(915) 543-2244
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(915) 595-5142
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(915) 680-7275
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FRANCISCO CAMPA
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DIANA McKOWN
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911
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(800) 344-8377
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-
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CONTACT PERSON
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PHONE NUMBER
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EL PASO ELECTRIC COMPANY (DISTRIBUTION DEPT.)
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TEXAS GAS SERVICE
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AT&T
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EMERGENCIES AND HAZMAT
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DIG TESS
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-
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GAS LINE
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OVERHEAD POWER LINE
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SANITARY SEWER
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STORM DRAIN
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WATER LINE
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ANCHOR
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IRRIGATION VALVE
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MANHOLE, SEWER
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MANHOLE
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POWER POLE
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WATER VALVE
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WV
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CONCRETE
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PAVEMENT
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SCREENING PAVEMENT
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BUILDING
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BRICK WALL
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CONCRETE
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CURB
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EDGE OF PAVEMENT
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POST - BOLLARD
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ROCK WALL
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SIGN
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WOOD FENCE
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IV
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W
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CHAIN LINK FENCE
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1. TRAFFIC CONTROL PLAN (TCP) FOR THE FULL PROJECT TRAFFIC CONTROL PLAN (TCP) FOR THE FULL PROJECT CONTROL PLAN (TCP) FOR THE FULL PROJECT CONTROL PLAN (TCP) FOR THE FULL PROJECT PLAN (TCP) FOR THE FULL PROJECT PLAN (TCP) FOR THE FULL PROJECT (TCP) FOR THE FULL PROJECT (TCP) FOR THE FULL PROJECT FOR THE FULL PROJECT FOR THE FULL PROJECT THE FULL PROJECT THE FULL PROJECT FULL PROJECT FULL PROJECT PROJECT PROJECT SITE SHALL BE THE RESPONSIBILITY OF THE SHALL BE THE RESPONSIBILITY OF THE SHALL BE THE RESPONSIBILITY OF THE BE THE RESPONSIBILITY OF THE BE THE RESPONSIBILITY OF THE THE RESPONSIBILITY OF THE THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE OF THE OF THE THE THE CONTRACTOR. 2. SUBMIT A TRAFFIC CONTROL PLAN TO THE EL PASO SUBMIT A TRAFFIC CONTROL PLAN TO THE EL PASO A TRAFFIC CONTROL PLAN TO THE EL PASO A TRAFFIC CONTROL PLAN TO THE EL PASO TRAFFIC CONTROL PLAN TO THE EL PASO TRAFFIC CONTROL PLAN TO THE EL PASO CONTROL PLAN TO THE EL PASO CONTROL PLAN TO THE EL PASO PLAN TO THE EL PASO PLAN TO THE EL PASO TO THE EL PASO TO THE EL PASO THE EL PASO THE EL PASO EL PASO EL PASO PASO PASO COUNTY PUBLIC WORKS DEPT. FOR REVIEW AND APPROVAL PUBLIC WORKS DEPT. FOR REVIEW AND APPROVAL PUBLIC WORKS DEPT. FOR REVIEW AND APPROVAL WORKS DEPT. FOR REVIEW AND APPROVAL WORKS DEPT. FOR REVIEW AND APPROVAL DEPT. FOR REVIEW AND APPROVAL DEPT. FOR REVIEW AND APPROVAL FOR REVIEW AND APPROVAL FOR REVIEW AND APPROVAL REVIEW AND APPROVAL REVIEW AND APPROVAL AND APPROVAL AND APPROVAL APPROVAL APPROVAL 7 DAYS OR SOONER AFTER AWARD OF CONTRACT AND TO DAYS OR SOONER AFTER AWARD OF CONTRACT AND TO DAYS OR SOONER AFTER AWARD OF CONTRACT AND TO OR SOONER AFTER AWARD OF CONTRACT AND TO OR SOONER AFTER AWARD OF CONTRACT AND TO SOONER AFTER AWARD OF CONTRACT AND TO SOONER AFTER AWARD OF CONTRACT AND TO AFTER AWARD OF CONTRACT AND TO AFTER AWARD OF CONTRACT AND TO AWARD OF CONTRACT AND TO AWARD OF CONTRACT AND TO OF CONTRACT AND TO OF CONTRACT AND TO CONTRACT AND TO CONTRACT AND TO AND TO AND TO TO TO COMMENCEMENT OF WORK. 3. THE TRAFFIC CONTROL PLAN SHALL BE SEALED BY A THE TRAFFIC CONTROL PLAN SHALL BE SEALED BY A TRAFFIC CONTROL PLAN SHALL BE SEALED BY A TRAFFIC CONTROL PLAN SHALL BE SEALED BY A CONTROL PLAN SHALL BE SEALED BY A CONTROL PLAN SHALL BE SEALED BY A PLAN SHALL BE SEALED BY A PLAN SHALL BE SEALED BY A SHALL BE SEALED BY A SHALL BE SEALED BY A BE SEALED BY A BE SEALED BY A SEALED BY A SEALED BY A BY A BY A A A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF PROFESSIONAL ENGINEER IN THE STATE OF PROFESSIONAL ENGINEER IN THE STATE OF ENGINEER IN THE STATE OF ENGINEER IN THE STATE OF IN THE STATE OF IN THE STATE OF THE STATE OF THE STATE OF STATE OF STATE OF OF OF TEXAS. THE CONTRACTOR SHALL PREPARE BARRICADES THE CONTRACTOR SHALL PREPARE BARRICADES THE CONTRACTOR SHALL PREPARE BARRICADES CONTRACTOR SHALL PREPARE BARRICADES CONTRACTOR SHALL PREPARE BARRICADES SHALL PREPARE BARRICADES SHALL PREPARE BARRICADES PREPARE BARRICADES PREPARE BARRICADES BARRICADES BARRICADES AND A TRAFFIC CONTROL PLAN ACCEPTABLE TO AND A TRAFFIC CONTROL PLAN ACCEPTABLE TO AND A TRAFFIC CONTROL PLAN ACCEPTABLE TO AND TRAFFIC CONTROL PLAN ACCEPTABLE TO AND TRAFFIC CONTROL PLAN ACCEPTABLE TO AND CONTROL PLAN ACCEPTABLE TO AND CONTROL PLAN ACCEPTABLE TO AND PLAN ACCEPTABLE TO AND PLAN ACCEPTABLE TO AND ACCEPTABLE TO AND ACCEPTABLE TO AND TO AND TO AND AND AND APPROVED BY THE PUBLIC WORKS DEPARTMENT. 4. ERECT PORTABLE MESSAGE SIGNS FOR A PERIOD OF SIX ERECT PORTABLE MESSAGE SIGNS FOR A PERIOD OF SIX PORTABLE MESSAGE SIGNS FOR A PERIOD OF SIX PORTABLE MESSAGE SIGNS FOR A PERIOD OF SIX MESSAGE SIGNS FOR A PERIOD OF SIX MESSAGE SIGNS FOR A PERIOD OF SIX SIGNS FOR A PERIOD OF SIX SIGNS FOR A PERIOD OF SIX FOR A PERIOD OF SIX FOR A PERIOD OF SIX A PERIOD OF SIX A PERIOD OF SIX PERIOD OF SIX PERIOD OF SIX OF SIX OF SIX SIX SIX (6) DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION PRIOR TO COMMENCEMENT OF CONSTRUCTION PRIOR TO COMMENCEMENT OF CONSTRUCTION TO COMMENCEMENT OF CONSTRUCTION TO COMMENCEMENT OF CONSTRUCTION COMMENCEMENT OF CONSTRUCTION COMMENCEMENT OF CONSTRUCTION OF CONSTRUCTION OF CONSTRUCTION CONSTRUCTION CONSTRUCTION ACTIVITIES. SIGNS SHALL DISPLAY MESSAGE NOTIFYING SIGNS SHALL DISPLAY MESSAGE NOTIFYING SIGNS SHALL DISPLAY MESSAGE NOTIFYING SHALL DISPLAY MESSAGE NOTIFYING SHALL DISPLAY MESSAGE NOTIFYING DISPLAY MESSAGE NOTIFYING DISPLAY MESSAGE NOTIFYING MESSAGE NOTIFYING MESSAGE NOTIFYING NOTIFYING NOTIFYING TRAVELING PUBLIC OF UPCOMING CONSTRUCTION. CONTACT PUBLIC OF UPCOMING CONSTRUCTION. CONTACT PUBLIC OF UPCOMING CONSTRUCTION. CONTACT OF UPCOMING CONSTRUCTION. CONTACT OF UPCOMING CONSTRUCTION. CONTACT UPCOMING CONSTRUCTION. CONTACT UPCOMING CONSTRUCTION. CONTACT CONSTRUCTION. CONTACT CONSTRUCTION. CONTACT CONTACT CONTACT THE PUBLIC WORKS DEPARTMENT FOR EXACT MESSAGE TO PUBLIC WORKS DEPARTMENT FOR EXACT MESSAGE TO PUBLIC WORKS DEPARTMENT FOR EXACT MESSAGE TO WORKS DEPARTMENT FOR EXACT MESSAGE TO WORKS DEPARTMENT FOR EXACT MESSAGE TO DEPARTMENT FOR EXACT MESSAGE TO DEPARTMENT FOR EXACT MESSAGE TO FOR EXACT MESSAGE TO FOR EXACT MESSAGE TO EXACT MESSAGE TO EXACT MESSAGE TO MESSAGE TO MESSAGE TO TO TO BE DISPLAYED AND EXACT LOCATION OF SIGNS. 5. BUSINESSES, RESIDENTS, EMERGENCY FACILITIES, SCHOOLS, BUSINESSES, RESIDENTS, EMERGENCY FACILITIES, SCHOOLS, RESIDENTS, EMERGENCY FACILITIES, SCHOOLS, RESIDENTS, EMERGENCY FACILITIES, SCHOOLS, EMERGENCY FACILITIES, SCHOOLS, EMERGENCY FACILITIES, SCHOOLS, FACILITIES, SCHOOLS, FACILITIES, SCHOOLS, SCHOOLS, SCHOOLS, E.M.S., AND CITY AGENCIES SHALL BE ADVISED AND/OR AND CITY AGENCIES SHALL BE ADVISED AND/OR AND CITY AGENCIES SHALL BE ADVISED AND/OR CITY AGENCIES SHALL BE ADVISED AND/OR CITY AGENCIES SHALL BE ADVISED AND/OR AGENCIES SHALL BE ADVISED AND/OR AGENCIES SHALL BE ADVISED AND/OR SHALL BE ADVISED AND/OR SHALL BE ADVISED AND/OR BE ADVISED AND/OR BE ADVISED AND/OR ADVISED AND/OR ADVISED AND/OR AND/OR AND/OR CONSULTED BY THE CONTRACTOR DURING REPARATION OF BY THE CONTRACTOR DURING REPARATION OF BY THE CONTRACTOR DURING REPARATION OF THE CONTRACTOR DURING REPARATION OF THE CONTRACTOR DURING REPARATION OF CONTRACTOR DURING REPARATION OF CONTRACTOR DURING REPARATION OF DURING REPARATION OF DURING REPARATION OF REPARATION OF REPARATION OF OF OF TCP OF TCP AND NOTIFIED PRIOR TO THE START OF OF TCP AND NOTIFIED PRIOR TO THE START OF OF TCP AND NOTIFIED PRIOR TO THE START OF TCP AND NOTIFIED PRIOR TO THE START OF TCP AND NOTIFIED PRIOR TO THE START OF AND NOTIFIED PRIOR TO THE START OF AND NOTIFIED PRIOR TO THE START OF NOTIFIED PRIOR TO THE START OF NOTIFIED PRIOR TO THE START OF PRIOR TO THE START OF PRIOR TO THE START OF TO THE START OF TO THE START OF THE START OF THE START OF START OF START OF OF OF CONSTRUCTION. 6. ACCESS TO PUBLIC AND PRIVATE PROPERTY - LOCAL ACCESS TO PUBLIC AND PRIVATE PROPERTY - LOCAL TO PUBLIC AND PRIVATE PROPERTY - LOCAL TO PUBLIC AND PRIVATE PROPERTY - LOCAL PUBLIC AND PRIVATE PROPERTY - LOCAL PUBLIC AND PRIVATE PROPERTY - LOCAL AND PRIVATE PROPERTY - LOCAL AND PRIVATE PROPERTY - LOCAL PRIVATE PROPERTY - LOCAL PRIVATE PROPERTY - LOCAL PROPERTY - LOCAL PROPERTY - LOCAL - LOCAL - LOCAL LOCAL LOCAL ACCESS SHALL BE MAINTAINED TO ALL PROPERTIES AT SHALL BE MAINTAINED TO ALL PROPERTIES AT SHALL BE MAINTAINED TO ALL PROPERTIES AT BE MAINTAINED TO ALL PROPERTIES AT BE MAINTAINED TO ALL PROPERTIES AT MAINTAINED TO ALL PROPERTIES AT MAINTAINED TO ALL PROPERTIES AT TO ALL PROPERTIES AT TO ALL PROPERTIES AT ALL PROPERTIES AT ALL PROPERTIES AT PROPERTIES AT PROPERTIES AT AT AT ALL TIMES ON ALL STREETS DURING CONSTRUCTION AND TIMES ON ALL STREETS DURING CONSTRUCTION AND TIMES ON ALL STREETS DURING CONSTRUCTION AND ON ALL STREETS DURING CONSTRUCTION AND ON ALL STREETS DURING CONSTRUCTION AND ALL STREETS DURING CONSTRUCTION AND ALL STREETS DURING CONSTRUCTION AND STREETS DURING CONSTRUCTION AND STREETS DURING CONSTRUCTION AND DURING CONSTRUCTION AND DURING CONSTRUCTION AND CONSTRUCTION AND CONSTRUCTION AND AND AND MAINTENANCE ACTIVITIES. 7. THE TRAFFIC CONTROL PLAN SHALL SHOW THE HOURS OF THE TRAFFIC CONTROL PLAN SHALL SHOW THE HOURS OF TRAFFIC CONTROL PLAN SHALL SHOW THE HOURS OF TRAFFIC CONTROL PLAN SHALL SHOW THE HOURS OF CONTROL PLAN SHALL SHOW THE HOURS OF CONTROL PLAN SHALL SHOW THE HOURS OF PLAN SHALL SHOW THE HOURS OF PLAN SHALL SHOW THE HOURS OF SHALL SHOW THE HOURS OF SHALL SHOW THE HOURS OF SHOW THE HOURS OF SHOW THE HOURS OF THE HOURS OF THE HOURS OF HOURS OF HOURS OF OF OF THE DAY AND THE TENTATIVE TOTAL NUMBER OF DAYS IT DAY AND THE TENTATIVE TOTAL NUMBER OF DAYS IT DAY AND THE TENTATIVE TOTAL NUMBER OF DAYS IT AND THE TENTATIVE TOTAL NUMBER OF DAYS IT AND THE TENTATIVE TOTAL NUMBER OF DAYS IT THE TENTATIVE TOTAL NUMBER OF DAYS IT THE TENTATIVE TOTAL NUMBER OF DAYS IT TENTATIVE TOTAL NUMBER OF DAYS IT TENTATIVE TOTAL NUMBER OF DAYS IT TOTAL NUMBER OF DAYS IT TOTAL NUMBER OF DAYS IT NUMBER OF DAYS IT NUMBER OF DAYS IT OF DAYS IT OF DAYS IT DAYS IT DAYS IT IT IT WILL BE IN EFFECT. 8. TRAFFIC CONTROL & STREET NAME SIGNS - ALL TRAFFIC TRAFFIC CONTROL & STREET NAME SIGNS - ALL TRAFFIC CONTROL & STREET NAME SIGNS - ALL TRAFFIC CONTROL & STREET NAME SIGNS - ALL TRAFFIC & STREET NAME SIGNS - ALL TRAFFIC & STREET NAME SIGNS - ALL TRAFFIC STREET NAME SIGNS - ALL TRAFFIC STREET NAME SIGNS - ALL TRAFFIC NAME SIGNS - ALL TRAFFIC NAME SIGNS - ALL TRAFFIC SIGNS - ALL TRAFFIC SIGNS - ALL TRAFFIC - ALL TRAFFIC - ALL TRAFFIC ALL TRAFFIC ALL TRAFFIC TRAFFIC TRAFFIC CONTROL OR STREET NAME SIGNS AND SIGN POSTS OR STREET NAME SIGNS AND SIGN POSTS OR STREET NAME SIGNS AND SIGN POSTS STREET NAME SIGNS AND SIGN POSTS STREET NAME SIGNS AND SIGN POSTS NAME SIGNS AND SIGN POSTS NAME SIGNS AND SIGN POSTS SIGNS AND SIGN POSTS SIGNS AND SIGN POSTS AND SIGN POSTS AND SIGN POSTS SIGN POSTS SIGN POSTS POSTS POSTS ADJACENT TO CONSTRUCTION OR MAINTENANCE WORK SITE TO CONSTRUCTION OR MAINTENANCE WORK SITE TO CONSTRUCTION OR MAINTENANCE WORK SITE CONSTRUCTION OR MAINTENANCE WORK SITE CONSTRUCTION OR MAINTENANCE WORK SITE OR MAINTENANCE WORK SITE OR MAINTENANCE WORK SITE MAINTENANCE WORK SITE MAINTENANCE WORK SITE WORK SITE WORK SITE SITE SITE SHALL BE PROTECTED FROM DAMAGE, THE CONTRACTOR BE PROTECTED FROM DAMAGE, THE CONTRACTOR BE PROTECTED FROM DAMAGE, THE CONTRACTOR PROTECTED FROM DAMAGE, THE CONTRACTOR PROTECTED FROM DAMAGE, THE CONTRACTOR FROM DAMAGE, THE CONTRACTOR FROM DAMAGE, THE CONTRACTOR DAMAGE, THE CONTRACTOR DAMAGE, THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING RESPONSIBLE FOR ANY DAMAGE TO EXISTING RESPONSIBLE FOR ANY DAMAGE TO EXISTING FOR ANY DAMAGE TO EXISTING FOR ANY DAMAGE TO EXISTING ANY DAMAGE TO EXISTING ANY DAMAGE TO EXISTING DAMAGE TO EXISTING DAMAGE TO EXISTING TO EXISTING TO EXISTING EXISTING EXISTING TRAFFIC CONTROL PLAN AND STREET NAME SIGNS AND CONTROL PLAN AND STREET NAME SIGNS AND CONTROL PLAN AND STREET NAME SIGNS AND PLAN AND STREET NAME SIGNS AND PLAN AND STREET NAME SIGNS AND AND STREET NAME SIGNS AND AND STREET NAME SIGNS AND STREET NAME SIGNS AND STREET NAME SIGNS AND NAME SIGNS AND NAME SIGNS AND SIGNS AND SIGNS AND AND AND SIGN POST. THE DAMAGE SHALL BE REPAIRED POST. THE DAMAGE SHALL BE REPAIRED POST. THE DAMAGE SHALL BE REPAIRED THE DAMAGE SHALL BE REPAIRED THE DAMAGE SHALL BE REPAIRED DAMAGE SHALL BE REPAIRED DAMAGE SHALL BE REPAIRED SHALL BE REPAIRED SHALL BE REPAIRED BE REPAIRED BE REPAIRED REPAIRED REPAIRED COMPLETELY AND TO THE SATISFACTION OF THE OWNER AND TO THE SATISFACTION OF THE OWNER AND TO THE SATISFACTION OF THE OWNER TO THE SATISFACTION OF THE OWNER TO THE SATISFACTION OF THE OWNER THE SATISFACTION OF THE OWNER THE SATISFACTION OF THE OWNER SATISFACTION OF THE OWNER SATISFACTION OF THE OWNER OF THE OWNER OF THE OWNER THE OWNER THE OWNER OWNER OWNER AND THE CITY ENGINEER WITHIN 24-HRS. AND A THE CITY ENGINEER WITHIN 24-HRS. AND A THE CITY ENGINEER WITHIN 24-HRS. AND A CITY ENGINEER WITHIN 24-HRS. AND A CITY ENGINEER WITHIN 24-HRS. AND A ENGINEER WITHIN 24-HRS. AND A ENGINEER WITHIN 24-HRS. AND A WITHIN 24-HRS. AND A WITHIN 24-HRS. AND A 24-HRS. AND A 24-HRS. AND A AND A AND A A A TEMPORARY SIGN SHALL BE PROVIDED.
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%%UPLAN FOR CONSTRUCTION AREAS
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GENERAL NOTES FOR TRAFFIC CONTROL
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%%USURVEY ABBREVIATIONS
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AC ASBESTOS CEMENT ASBESTOS CEMENT ASV ANTI-SIPHON VALVE ANTI-SIPHON VALVE CATV CABLE TV PEDESTAL CABLE TV PEDESTAL CBC CONCRETE BOX CULVERT CONCRETE BOX CULVERT CL CENTERLINE CENTERLINE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CONC CONCRETE CONCRETE DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DIA DIAMETER DIAMETER EBX ELECTRIC BOX ELECTRIC BOX FH FIRE HYDRANT FIRE HYDRANT FM FORCE MAIN FORCE MAIN FOMKR FIBER OPTIC MARKER FIBER OPTIC MARKER FT FEET FEET G GAS LINE GAS LINE GALV GALVANIZED GALVANIZED GM GAS METER GAS METER GV GAS VALVE GAS VALVE GP GUARDPOST GUARDPOST GR NATURAL GROUND NATURAL GROUND GU GUTTER GUTTER GV GAS VALVE GAS VALVE HMAC HOT MIXED ASPHALTIC CONCRETE HOT MIXED ASPHALTIC CONCRETE INV INVERT INVERT IV IRRIGATION VALVE IRRIGATION VALVE LP LIGHT POLE LIGHT POLE LT LEFT LEFT MAX MAXIMUM MAXIMUM MBX MAILBOX MAILBOX MIN MINIMUM MINIMUM MH MANHOLE MANHOLE NOM NOMINAL NOMINAL OC OF CENTER OF CENTER OCEW OF CENTER EACH WAY OF CENTER EACH WAY OD OUTSIDE DIAMETER OUTSIDE DIAMETER OFF OFFSET OFFSET PED PEDESTAL PEDESTAL PGL PROFILE GRADE LINE PROFILE GRADE LINE PL PROPERTY LINE PROPERTY LINE PP POWER POLE POWER POLE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RT RIGHT RIGHT ROW RIGHT OF WAY RIGHT OF WAY ROE RIGHT OF ENTRY RIGHT OF ENTRY SCO SEWER CLEANOUT SEWER CLEANOUT S SANITARY SEWER SANITARY SEWER SS STORM SEWER STORM SEWER SSL STAINLESS STEEL STAINLESS STEEL SP 0.2' SIGNPOST 0.2' SIGNPOSTSTA STATION STATION STD STANDARD STANDARD STRM STORM SEWER STORM SEWER TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TBX TELEPHONE PEDESTAL TELEPHONE PEDESTAL TC TOP OF CURB TOP OF CURB TD TOP OF DRIVEWAY TOP OF DRIVEWAY TG TOP OF GROUND TOP OF GROUND TMH TELEPHONE MANHOLE TELEPHONE MANHOLE TP TOP OF PAVEMENT TOP OF PAVEMENT TS TOP OF SIDEWALK TOP OF SIDEWALK TSBX TRAFFIC SIGNAL BOX TRAFFIC SIGNAL BOX TW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL W WATER LINE WATER LINE WV WATER VALVE WATER VALVE WM WATER METER WATER METER
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%%USURVEY LEGEND
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%%USHEET INDEX
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1
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1
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INDEX & GENERAL NOTES
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G1.0
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G0.0
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G1.0
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V0.0
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C1.0
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C2.0
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C3.0
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C4.0
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C5.0-C5.1
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C6.0
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C7.0-C7.2
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C8.0-C8.2
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C9.0
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C10.0
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C11.0
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(915) 791-4480
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DANIEL HERNANDEZ
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LOWER VALLEY WATER DISTRICT
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CALCULATED POINT (UNABLE TO SET)
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SET 1/2" REBAR W/CAP "B&A INC"
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(UNLESS NOTED OTHERWISE)
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ORIGINAL CORNER
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SET BIG NAIL
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INLET
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TRAFFIC SIGNAL
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CENTER LINE
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PLAT RECORDS OF EL
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P.R.E.C.
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PASO COUNTY, TEXAS
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APPARENT STORM MANHOLE
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S
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APPARENT WATER VALVE
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WV
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25. THE CONTRACTOR SHALL NOTIFY EL PASO COUNTY PUBLIC THE CONTRACTOR SHALL NOTIFY EL PASO COUNTY PUBLIC CONTRACTOR SHALL NOTIFY EL PASO COUNTY PUBLIC CONTRACTOR SHALL NOTIFY EL PASO COUNTY PUBLIC SHALL NOTIFY EL PASO COUNTY PUBLIC SHALL NOTIFY EL PASO COUNTY PUBLIC NOTIFY EL PASO COUNTY PUBLIC NOTIFY EL PASO COUNTY PUBLIC EL PASO COUNTY PUBLIC EL PASO COUNTY PUBLIC PASO COUNTY PUBLIC PASO COUNTY PUBLIC COUNTY PUBLIC COUNTY PUBLIC PUBLIC PUBLIC WORKS DEPT. IN WRITING, OF ANY PROPOSED DUMP DEPT. IN WRITING, OF ANY PROPOSED DUMP DEPT. IN WRITING, OF ANY PROPOSED DUMP IN WRITING, OF ANY PROPOSED DUMP IN WRITING, OF ANY PROPOSED DUMP WRITING, OF ANY PROPOSED DUMP WRITING, OF ANY PROPOSED DUMP OF ANY PROPOSED DUMP OF ANY PROPOSED DUMP ANY PROPOSED DUMP ANY PROPOSED DUMP PROPOSED DUMP PROPOSED DUMP DUMP DUMP SITE(S) FOR OVERBURDEN AND ANY CONSTRUCTION DEBRIS FOR OVERBURDEN AND ANY CONSTRUCTION DEBRIS FOR OVERBURDEN AND ANY CONSTRUCTION DEBRIS OVERBURDEN AND ANY CONSTRUCTION DEBRIS OVERBURDEN AND ANY CONSTRUCTION DEBRIS AND ANY CONSTRUCTION DEBRIS AND ANY CONSTRUCTION DEBRIS ANY CONSTRUCTION DEBRIS ANY CONSTRUCTION DEBRIS CONSTRUCTION DEBRIS CONSTRUCTION DEBRIS DEBRIS DEBRIS FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL REVIEW AND APPROVAL. THE CONTRACTOR SHALL REVIEW AND APPROVAL. THE CONTRACTOR SHALL AND APPROVAL. THE CONTRACTOR SHALL AND APPROVAL. THE CONTRACTOR SHALL APPROVAL. THE CONTRACTOR SHALL APPROVAL. THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL OBTAIN APPROVAL OF IT'S TRUCK ROUTE TO THE DUMP APPROVAL OF IT'S TRUCK ROUTE TO THE DUMP APPROVAL OF IT'S TRUCK ROUTE TO THE DUMP OF IT'S TRUCK ROUTE TO THE DUMP OF IT'S TRUCK ROUTE TO THE DUMP IT'S TRUCK ROUTE TO THE DUMP IT'S TRUCK ROUTE TO THE DUMP TRUCK ROUTE TO THE DUMP TRUCK ROUTE TO THE DUMP ROUTE TO THE DUMP ROUTE TO THE DUMP TO THE DUMP TO THE DUMP THE DUMP THE DUMP DUMP DUMP SITE, AS WELL AS FOR THE MATERIALS IT SHALL BE AS WELL AS FOR THE MATERIALS IT SHALL BE AS WELL AS FOR THE MATERIALS IT SHALL BE WELL AS FOR THE MATERIALS IT SHALL BE WELL AS FOR THE MATERIALS IT SHALL BE AS FOR THE MATERIALS IT SHALL BE AS FOR THE MATERIALS IT SHALL BE FOR THE MATERIALS IT SHALL BE FOR THE MATERIALS IT SHALL BE THE MATERIALS IT SHALL BE THE MATERIALS IT SHALL BE MATERIALS IT SHALL BE MATERIALS IT SHALL BE IT SHALL BE IT SHALL BE SHALL BE SHALL BE BE BE HAULING BEFORE REMOVAL OF OVERBURDEN FROM BEFORE REMOVAL OF OVERBURDEN FROM BEFORE REMOVAL OF OVERBURDEN FROM REMOVAL OF OVERBURDEN FROM REMOVAL OF OVERBURDEN FROM OF OVERBURDEN FROM OF OVERBURDEN FROM OVERBURDEN FROM OVERBURDEN FROM FROM FROM PROJECT SITE. 26. CONTRACTOR SHALL ADJUST ALL MANHOLES, WATER CONTRACTOR SHALL ADJUST ALL MANHOLES, WATER SHALL ADJUST ALL MANHOLES, WATER SHALL ADJUST ALL MANHOLES, WATER ADJUST ALL MANHOLES, WATER ADJUST ALL MANHOLES, WATER ALL MANHOLES, WATER ALL MANHOLES, WATER MANHOLES, WATER MANHOLES, WATER WATER WATER VALVES ETC. TO NEW PAVEMENT ELEVATIONS. 27. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING IT'S CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING IT'S SHALL BE RESPONSIBLE FOR SECURING IT'S SHALL BE RESPONSIBLE FOR SECURING IT'S BE RESPONSIBLE FOR SECURING IT'S BE RESPONSIBLE FOR SECURING IT'S RESPONSIBLE FOR SECURING IT'S RESPONSIBLE FOR SECURING IT'S FOR SECURING IT'S FOR SECURING IT'S SECURING IT'S SECURING IT'S IT'S IT'S WORK AREAS TO PREVENT ANY UNAUTHORIZED ACCESS. 28. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED IS RESPONSIBLE FOR ALL REQUIRED IS RESPONSIBLE FOR ALL REQUIRED RESPONSIBLE FOR ALL REQUIRED RESPONSIBLE FOR ALL REQUIRED FOR ALL REQUIRED FOR ALL REQUIRED ALL REQUIRED ALL REQUIRED REQUIRED REQUIRED ACTIVITIES TO KEEP THE TOTAL PROJECT LIMITS IN A TO KEEP THE TOTAL PROJECT LIMITS IN A TO KEEP THE TOTAL PROJECT LIMITS IN A KEEP THE TOTAL PROJECT LIMITS IN A KEEP THE TOTAL PROJECT LIMITS IN A THE TOTAL PROJECT LIMITS IN A THE TOTAL PROJECT LIMITS IN A TOTAL PROJECT LIMITS IN A TOTAL PROJECT LIMITS IN A PROJECT LIMITS IN A PROJECT LIMITS IN A LIMITS IN A LIMITS IN A IN A IN A A A CLEAN AND SAFE CONDITION. SEQUENCING OF WORK DOES AND SAFE CONDITION. SEQUENCING OF WORK DOES AND SAFE CONDITION. SEQUENCING OF WORK DOES SAFE CONDITION. SEQUENCING OF WORK DOES SAFE CONDITION. SEQUENCING OF WORK DOES CONDITION. SEQUENCING OF WORK DOES CONDITION. SEQUENCING OF WORK DOES SEQUENCING OF WORK DOES SEQUENCING OF WORK DOES OF WORK DOES OF WORK DOES WORK DOES WORK DOES DOES DOES NOT RELIEVE THE CONTRACTOR OF HOUSE KEEPING RELIEVE THE CONTRACTOR OF HOUSE KEEPING RELIEVE THE CONTRACTOR OF HOUSE KEEPING THE CONTRACTOR OF HOUSE KEEPING THE CONTRACTOR OF HOUSE KEEPING CONTRACTOR OF HOUSE KEEPING CONTRACTOR OF HOUSE KEEPING OF HOUSE KEEPING OF HOUSE KEEPING HOUSE KEEPING HOUSE KEEPING KEEPING KEEPING THROUGHOUT THE COMPLETE PROJECT LIMITS. TO INCLUDE, THE COMPLETE PROJECT LIMITS. TO INCLUDE, THE COMPLETE PROJECT LIMITS. TO INCLUDE, COMPLETE PROJECT LIMITS. TO INCLUDE, COMPLETE PROJECT LIMITS. TO INCLUDE, PROJECT LIMITS. TO INCLUDE, PROJECT LIMITS. TO INCLUDE, LIMITS. TO INCLUDE, LIMITS. TO INCLUDE, TO INCLUDE, TO INCLUDE, INCLUDE, INCLUDE, BUT NOT LIMITED TO WATER EXTRACTION, STREET NOT LIMITED TO WATER EXTRACTION, STREET NOT LIMITED TO WATER EXTRACTION, STREET LIMITED TO WATER EXTRACTION, STREET LIMITED TO WATER EXTRACTION, STREET TO WATER EXTRACTION, STREET TO WATER EXTRACTION, STREET WATER EXTRACTION, STREET WATER EXTRACTION, STREET EXTRACTION, STREET EXTRACTION, STREET STREET STREET SWEEPING, DEBRIS, REMOVAL ETC. 29. CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS SHALL COORDINATE WITH THE PUBLIC WORKS SHALL COORDINATE WITH THE PUBLIC WORKS COORDINATE WITH THE PUBLIC WORKS COORDINATE WITH THE PUBLIC WORKS WITH THE PUBLIC WORKS WITH THE PUBLIC WORKS THE PUBLIC WORKS THE PUBLIC WORKS PUBLIC WORKS PUBLIC WORKS WORKS WORKS DEPT. THROUGH THE PROJECT MANAGER FOR THROUGH THE PROJECT MANAGER FOR THROUGH THE PROJECT MANAGER FOR THE PROJECT MANAGER FOR THE PROJECT MANAGER FOR PROJECT MANAGER FOR PROJECT MANAGER FOR MANAGER FOR MANAGER FOR FOR FOR REPLACEMENT AND/OR RELOCATION OF ANY EXISTING AND/OR RELOCATION OF ANY EXISTING AND/OR RELOCATION OF ANY EXISTING RELOCATION OF ANY EXISTING RELOCATION OF ANY EXISTING RELOCATION OF ANY EXISTING OF ANY EXISTING OF ANY EXISTING ANY EXISTING ANY EXISTING EXISTING EXISTING AND/OR PROPOSED SIGNS. 30. CONTRACTOR SHALL COORDINATE AND OBTAIN PERMIT CONTRACTOR SHALL COORDINATE AND OBTAIN PERMIT SHALL COORDINATE AND OBTAIN PERMIT SHALL COORDINATE AND OBTAIN PERMIT COORDINATE AND OBTAIN PERMIT COORDINATE AND OBTAIN PERMIT AND OBTAIN PERMIT AND OBTAIN PERMIT OBTAIN PERMIT OBTAIN PERMIT PERMIT PERMIT APPROVALS FROM OWNER FOR THE REMOVAL/RELOCATION FROM OWNER FOR THE REMOVAL/RELOCATION FROM OWNER FOR THE REMOVAL/RELOCATION OWNER FOR THE REMOVAL/RELOCATION OWNER FOR THE REMOVAL/RELOCATION FOR THE REMOVAL/RELOCATION FOR THE REMOVAL/RELOCATION THE REMOVAL/RELOCATION THE REMOVAL/RELOCATION REMOVAL/RELOCATION REMOVAL/RELOCATION OF ALL ITEMS AS SHOWN ON DRAWINGS PRIOR TO ALL ITEMS AS SHOWN ON DRAWINGS PRIOR TO ALL ITEMS AS SHOWN ON DRAWINGS PRIOR TO ITEMS AS SHOWN ON DRAWINGS PRIOR TO ITEMS AS SHOWN ON DRAWINGS PRIOR TO AS SHOWN ON DRAWINGS PRIOR TO AS SHOWN ON DRAWINGS PRIOR TO SHOWN ON DRAWINGS PRIOR TO SHOWN ON DRAWINGS PRIOR TO ON DRAWINGS PRIOR TO ON DRAWINGS PRIOR TO DRAWINGS PRIOR TO DRAWINGS PRIOR TO PRIOR TO PRIOR TO TO TO COMMENCEMENT OF ANY DEMOLITION ACTIVITIES. 31. COORDINATE WITH THE PUBLIC WORKS COUNTY ENGINEER COORDINATE WITH THE PUBLIC WORKS COUNTY ENGINEER WITH THE PUBLIC WORKS COUNTY ENGINEER WITH THE PUBLIC WORKS COUNTY ENGINEER THE PUBLIC WORKS COUNTY ENGINEER THE PUBLIC WORKS COUNTY ENGINEER PUBLIC WORKS COUNTY ENGINEER PUBLIC WORKS COUNTY ENGINEER WORKS COUNTY ENGINEER WORKS COUNTY ENGINEER COUNTY ENGINEER COUNTY ENGINEER ENGINEER ENGINEER AT 915-546-2015 PRIOR TO REMOVAL/RELOCATION OF 915-546-2015 PRIOR TO REMOVAL/RELOCATION OF 915-546-2015 PRIOR TO REMOVAL/RELOCATION OF PRIOR TO REMOVAL/RELOCATION OF PRIOR TO REMOVAL/RELOCATION OF TO REMOVAL/RELOCATION OF TO REMOVAL/RELOCATION OF REMOVAL/RELOCATION OF REMOVAL/RELOCATION OF OF OF ANY EXISTING FIRE HYDRANTS, MONUMENTS, FENCES AND EXISTING FIRE HYDRANTS, MONUMENTS, FENCES AND EXISTING FIRE HYDRANTS, MONUMENTS, FENCES AND FIRE HYDRANTS, MONUMENTS, FENCES AND FIRE HYDRANTS, MONUMENTS, FENCES AND HYDRANTS, MONUMENTS, FENCES AND HYDRANTS, MONUMENTS, FENCES AND MONUMENTS, FENCES AND MONUMENTS, FENCES AND FENCES AND FENCES AND AND AND ROCKWALLS LOCATED WITHIN STREET ROW. 32. CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC SHALL INSTALL TEMPORARY TRAFFIC SHALL INSTALL TEMPORARY TRAFFIC INSTALL TEMPORARY TRAFFIC INSTALL TEMPORARY TRAFFIC TEMPORARY TRAFFIC TEMPORARY TRAFFIC TRAFFIC TRAFFIC CONTROL MEASURES AS DESCRIBED ON THE GENERAL MEASURES AS DESCRIBED ON THE GENERAL MEASURES AS DESCRIBED ON THE GENERAL AS DESCRIBED ON THE GENERAL AS DESCRIBED ON THE GENERAL DESCRIBED ON THE GENERAL DESCRIBED ON THE GENERAL ON THE GENERAL ON THE GENERAL THE GENERAL THE GENERAL GENERAL GENERAL NOTES FOR TRAFFIC CONTROL PLAN (TCP) FOR FOR TRAFFIC CONTROL PLAN (TCP) FOR FOR TRAFFIC CONTROL PLAN (TCP) FOR TRAFFIC CONTROL PLAN (TCP) FOR TRAFFIC CONTROL PLAN (TCP) FOR CONTROL PLAN (TCP) FOR CONTROL PLAN (TCP) FOR PLAN (TCP) FOR PLAN (TCP) FOR (TCP) FOR (TCP) FOR FOR FOR CONSTRUCTION AREAS. 33. CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY IS RESPONSIBLE FOR ANY TEMPORARY IS RESPONSIBLE FOR ANY TEMPORARY RESPONSIBLE FOR ANY TEMPORARY RESPONSIBLE FOR ANY TEMPORARY FOR ANY TEMPORARY FOR ANY TEMPORARY ANY TEMPORARY ANY TEMPORARY TEMPORARY TEMPORARY RELOCATION OF ANY SURFACE STRUCTURES. OF ANY SURFACE STRUCTURES. OF ANY SURFACE STRUCTURES. ANY SURFACE STRUCTURES. ANY SURFACE STRUCTURES. SURFACE STRUCTURES. SURFACE STRUCTURES. STRUCTURES. STRUCTURES. CONTRACTOR SHALL ALSO COORDINATE WITH EL PASO SHALL ALSO COORDINATE WITH EL PASO SHALL ALSO COORDINATE WITH EL PASO ALSO COORDINATE WITH EL PASO ALSO COORDINATE WITH EL PASO COORDINATE WITH EL PASO COORDINATE WITH EL PASO WITH EL PASO WITH EL PASO EL PASO EL PASO PASO PASO COUNTY OR THE ADJACENT PROPERTY OWNER(S) FOR ANY OR THE ADJACENT PROPERTY OWNER(S) FOR ANY OR THE ADJACENT PROPERTY OWNER(S) FOR ANY THE ADJACENT PROPERTY OWNER(S) FOR ANY THE ADJACENT PROPERTY OWNER(S) FOR ANY ADJACENT PROPERTY OWNER(S) FOR ANY ADJACENT PROPERTY OWNER(S) FOR ANY PROPERTY OWNER(S) FOR ANY PROPERTY OWNER(S) FOR ANY OWNER(S) FOR ANY OWNER(S) FOR ANY FOR ANY FOR ANY ANY ANY RELOCATIONS.
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1. THE CONTRACTOR SHALL VISIT AND FAMILIARIZE THE CONTRACTOR SHALL VISIT AND FAMILIARIZE CONTRACTOR SHALL VISIT AND FAMILIARIZE CONTRACTOR SHALL VISIT AND FAMILIARIZE SHALL VISIT AND FAMILIARIZE SHALL VISIT AND FAMILIARIZE VISIT AND FAMILIARIZE VISIT AND FAMILIARIZE AND FAMILIARIZE AND FAMILIARIZE FAMILIARIZE FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT SITE PRIOR TO WITH THE PROJECT SITE PRIOR TO WITH THE PROJECT SITE PRIOR TO THE PROJECT SITE PRIOR TO THE PROJECT SITE PRIOR TO PROJECT SITE PRIOR TO PROJECT SITE PRIOR TO SITE PRIOR TO SITE PRIOR TO PRIOR TO PRIOR TO TO TO SUBMITTING BIDS. 2. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE THE RESPONSIBILITY OF THE CONTRACTOR TO THE RESPONSIBILITY OF THE CONTRACTOR TO THE RESPONSIBILITY OF THE CONTRACTOR TO RESPONSIBILITY OF THE CONTRACTOR TO RESPONSIBILITY OF THE CONTRACTOR TO OF THE CONTRACTOR TO OF THE CONTRACTOR TO THE CONTRACTOR TO THE CONTRACTOR TO CONTRACTOR TO CONTRACTOR TO TO TO PROVIDE AUTOMOBILE AND PEDESTRIAN ACCESS AT ALL AUTOMOBILE AND PEDESTRIAN ACCESS AT ALL AUTOMOBILE AND PEDESTRIAN ACCESS AT ALL AND PEDESTRIAN ACCESS AT ALL AND PEDESTRIAN ACCESS AT ALL PEDESTRIAN ACCESS AT ALL PEDESTRIAN ACCESS AT ALL ACCESS AT ALL ACCESS AT ALL AT ALL AT ALL ALL ALL TIMES, INCLUDING SATURDAY, SUNDAYS AND HOLIDAYS TO INCLUDING SATURDAY, SUNDAYS AND HOLIDAYS TO INCLUDING SATURDAY, SUNDAYS AND HOLIDAYS TO SATURDAY, SUNDAYS AND HOLIDAYS TO SATURDAY, SUNDAYS AND HOLIDAYS TO SUNDAYS AND HOLIDAYS TO SUNDAYS AND HOLIDAYS TO AND HOLIDAYS TO AND HOLIDAYS TO HOLIDAYS TO HOLIDAYS TO TO TO AREA RESIDENTS AND FACILITY USERS. THIS INCLUDES, RESIDENTS AND FACILITY USERS. THIS INCLUDES, RESIDENTS AND FACILITY USERS. THIS INCLUDES, AND FACILITY USERS. THIS INCLUDES, AND FACILITY USERS. THIS INCLUDES, FACILITY USERS. THIS INCLUDES, FACILITY USERS. THIS INCLUDES, USERS. THIS INCLUDES, USERS. THIS INCLUDES, THIS INCLUDES, THIS INCLUDES, THIS INCLUDES, INCLUDES, INCLUDES, BUT IS NOT LIMITED TO DRIVEWAYS, STREETS AND ALLEYS. IS NOT LIMITED TO DRIVEWAYS, STREETS AND ALLEYS. IS NOT LIMITED TO DRIVEWAYS, STREETS AND ALLEYS. NOT LIMITED TO DRIVEWAYS, STREETS AND ALLEYS. NOT LIMITED TO DRIVEWAYS, STREETS AND ALLEYS. LIMITED TO DRIVEWAYS, STREETS AND ALLEYS. LIMITED TO DRIVEWAYS, STREETS AND ALLEYS. TO DRIVEWAYS, STREETS AND ALLEYS. TO DRIVEWAYS, STREETS AND ALLEYS. DRIVEWAYS, STREETS AND ALLEYS. DRIVEWAYS, STREETS AND ALLEYS. STREETS AND ALLEYS. STREETS AND ALLEYS. AND ALLEYS. AND ALLEYS. ALLEYS. ALLEYS. THIS REQUIREMENT IS SUBSIDIARY TO THE VARIOUS BID REQUIREMENT IS SUBSIDIARY TO THE VARIOUS BID REQUIREMENT IS SUBSIDIARY TO THE VARIOUS BID IS SUBSIDIARY TO THE VARIOUS BID IS SUBSIDIARY TO THE VARIOUS BID SUBSIDIARY TO THE VARIOUS BID SUBSIDIARY TO THE VARIOUS BID TO THE VARIOUS BID TO THE VARIOUS BID THE VARIOUS BID THE VARIOUS BID VARIOUS BID VARIOUS BID BID BID ITEMS. CONTRACTOR SHALL MAINTAIN DUST CONTROL CONTRACTOR SHALL MAINTAIN DUST CONTROL CONTRACTOR SHALL MAINTAIN DUST CONTROL SHALL MAINTAIN DUST CONTROL SHALL MAINTAIN DUST CONTROL MAINTAIN DUST CONTROL MAINTAIN DUST CONTROL DUST CONTROL DUST CONTROL CONTROL CONTROL PREVENTIVE MEASURES THROUGHOUT CONSTRUCTION. 3. ALL EXISTING WATER AND SANITARY SEWER MAINS ALL EXISTING WATER AND SANITARY SEWER MAINS EXISTING WATER AND SANITARY SEWER MAINS EXISTING WATER AND SANITARY SEWER MAINS WATER AND SANITARY SEWER MAINS WATER AND SANITARY SEWER MAINS AND SANITARY SEWER MAINS AND SANITARY SEWER MAINS SANITARY SEWER MAINS SANITARY SEWER MAINS SEWER MAINS SEWER MAINS MAINS MAINS (INCLUDING SERVICE CONNECTIONS) CURRENTLY IN SERVICE SERVICE CONNECTIONS) CURRENTLY IN SERVICE SERVICE CONNECTIONS) CURRENTLY IN SERVICE CONNECTIONS) CURRENTLY IN SERVICE CONNECTIONS) CURRENTLY IN SERVICE CURRENTLY IN SERVICE CURRENTLY IN SERVICE IN SERVICE IN SERVICE SERVICE SERVICE MUST REMAIN IN SERVICE THROUGHOUT CONSTRUCTION. REMAIN IN SERVICE THROUGHOUT CONSTRUCTION. REMAIN IN SERVICE THROUGHOUT CONSTRUCTION. IN SERVICE THROUGHOUT CONSTRUCTION. IN SERVICE THROUGHOUT CONSTRUCTION. SERVICE THROUGHOUT CONSTRUCTION. SERVICE THROUGHOUT CONSTRUCTION. THROUGHOUT CONSTRUCTION. THROUGHOUT CONSTRUCTION. CONSTRUCTION. CONSTRUCTION. RESIDENT WILL BE NOTIFIED 48 HRS PRIOR TO ANY WILL BE NOTIFIED 48 HRS PRIOR TO ANY WILL BE NOTIFIED 48 HRS PRIOR TO ANY BE NOTIFIED 48 HRS PRIOR TO ANY BE NOTIFIED 48 HRS PRIOR TO ANY NOTIFIED 48 HRS PRIOR TO ANY NOTIFIED 48 HRS PRIOR TO ANY 48 HRS PRIOR TO ANY 48 HRS PRIOR TO ANY HRS PRIOR TO ANY HRS PRIOR TO ANY PRIOR TO ANY PRIOR TO ANY TO ANY TO ANY ANY ANY SERVICE OUTAGE. SERVICE WILL BE RESTORED WITHIN 4 OUTAGE. SERVICE WILL BE RESTORED WITHIN 4 OUTAGE. SERVICE WILL BE RESTORED WITHIN 4 SERVICE WILL BE RESTORED WITHIN 4 SERVICE WILL BE RESTORED WITHIN 4 WILL BE RESTORED WITHIN 4 WILL BE RESTORED WITHIN 4 BE RESTORED WITHIN 4 BE RESTORED WITHIN 4 RESTORED WITHIN 4 RESTORED WITHIN 4 WITHIN 4 WITHIN 4 4 4 HOUR OR AS COORDINATED. 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL IS RESPONSIBLE FOR PROTECTING ALL IS RESPONSIBLE FOR PROTECTING ALL RESPONSIBLE FOR PROTECTING ALL RESPONSIBLE FOR PROTECTING ALL FOR PROTECTING ALL FOR PROTECTING ALL PROTECTING ALL PROTECTING ALL ALL ALL EXISTING WATER AND SANITARY SEWER (INCLUDING WATER AND SANITARY SEWER (INCLUDING WATER AND SANITARY SEWER (INCLUDING AND SANITARY SEWER (INCLUDING AND SANITARY SEWER (INCLUDING SANITARY SEWER (INCLUDING SANITARY SEWER (INCLUDING SEWER (INCLUDING SEWER (INCLUDING (INCLUDING (INCLUDING SERVICE CONNECTIONS) FROM DAMAGE AS A RESULT OF CONNECTIONS) FROM DAMAGE AS A RESULT OF CONNECTIONS) FROM DAMAGE AS A RESULT OF FROM DAMAGE AS A RESULT OF FROM DAMAGE AS A RESULT OF DAMAGE AS A RESULT OF DAMAGE AS A RESULT OF AS A RESULT OF AS A RESULT OF A RESULT OF A RESULT OF RESULT OF RESULT OF OF OF CONSTRUCTION ACTIVITIES. EXISTING WATER AND SEWER ACTIVITIES. EXISTING WATER AND SEWER ACTIVITIES. EXISTING WATER AND SEWER EXISTING WATER AND SEWER EXISTING WATER AND SEWER WATER AND SEWER WATER AND SEWER AND SEWER AND SEWER SEWER SEWER MAINS (INCLUDING SERVICE CONNECTIONS) DISTURBED (INCLUDING SERVICE CONNECTIONS) DISTURBED (INCLUDING SERVICE CONNECTIONS) DISTURBED SERVICE CONNECTIONS) DISTURBED SERVICE CONNECTIONS) DISTURBED CONNECTIONS) DISTURBED CONNECTIONS) DISTURBED DISTURBED DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO ORIGINAL CONSTRUCTION SHALL BE REPLACED TO ORIGINAL CONSTRUCTION SHALL BE REPLACED TO ORIGINAL SHALL BE REPLACED TO ORIGINAL SHALL BE REPLACED TO ORIGINAL BE REPLACED TO ORIGINAL BE REPLACED TO ORIGINAL REPLACED TO ORIGINAL REPLACED TO ORIGINAL TO ORIGINAL TO ORIGINAL ORIGINAL ORIGINAL OR BETTER CONDITION AT NO COST TO THE OWNER. 5. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE THE RESPONSIBILITY OF THE CONTRACTOR TO THE RESPONSIBILITY OF THE CONTRACTOR TO THE RESPONSIBILITY OF THE CONTRACTOR TO RESPONSIBILITY OF THE CONTRACTOR TO RESPONSIBILITY OF THE CONTRACTOR TO OF THE CONTRACTOR TO OF THE CONTRACTOR TO THE CONTRACTOR TO THE CONTRACTOR TO CONTRACTOR TO CONTRACTOR TO TO TO SCHEDULE AND PERFORM WORK SO AS TO PROVIDE AND PERFORM WORK SO AS TO PROVIDE AND PERFORM WORK SO AS TO PROVIDE PERFORM WORK SO AS TO PROVIDE PERFORM WORK SO AS TO PROVIDE WORK SO AS TO PROVIDE WORK SO AS TO PROVIDE SO AS TO PROVIDE SO AS TO PROVIDE AS TO PROVIDE AS TO PROVIDE TO PROVIDE TO PROVIDE TO PROVIDE PROVIDE PROVIDE PROPER PASSAGE OF ANY STORM WATER DURING THE PASSAGE OF ANY STORM WATER DURING THE PASSAGE OF ANY STORM WATER DURING THE OF ANY STORM WATER DURING THE OF ANY STORM WATER DURING THE ANY STORM WATER DURING THE ANY STORM WATER DURING THE STORM WATER DURING THE STORM WATER DURING THE WATER DURING THE WATER DURING THE DURING THE DURING THE DURING THE THE THE COURSE OF CONTRACTOR OPERATIONS. ALL LABOR, TOOLS, OF CONTRACTOR OPERATIONS. ALL LABOR, TOOLS, OF CONTRACTOR OPERATIONS. ALL LABOR, TOOLS, CONTRACTOR OPERATIONS. ALL LABOR, TOOLS, CONTRACTOR OPERATIONS. ALL LABOR, TOOLS, OPERATIONS. ALL LABOR, TOOLS, OPERATIONS. ALL LABOR, TOOLS, ALL LABOR, TOOLS, ALL LABOR, TOOLS, LABOR, TOOLS, LABOR, TOOLS, TOOLS, TOOLS, EQUIPMENT AND SUPERVISION REQUIRED TO ASSURE SUCH AND SUPERVISION REQUIRED TO ASSURE SUCH AND SUPERVISION REQUIRED TO ASSURE SUCH SUPERVISION REQUIRED TO ASSURE SUCH SUPERVISION REQUIRED TO ASSURE SUCH REQUIRED TO ASSURE SUCH REQUIRED TO ASSURE SUCH TO ASSURE SUCH TO ASSURE SUCH ASSURE SUCH ASSURE SUCH SUCH SUCH PROPER PASSAGE OF RUNOFF WATER AND ANY REMOVAL PASSAGE OF RUNOFF WATER AND ANY REMOVAL PASSAGE OF RUNOFF WATER AND ANY REMOVAL OF RUNOFF WATER AND ANY REMOVAL OF RUNOFF WATER AND ANY REMOVAL RUNOFF WATER AND ANY REMOVAL RUNOFF WATER AND ANY REMOVAL WATER AND ANY REMOVAL WATER AND ANY REMOVAL AND ANY REMOVAL AND ANY REMOVAL ANY REMOVAL ANY REMOVAL REMOVAL REMOVAL OR HANDLING OF WATER IN ORDER TO MAINTAIN DRY HANDLING OF WATER IN ORDER TO MAINTAIN DRY HANDLING OF WATER IN ORDER TO MAINTAIN DRY OF WATER IN ORDER TO MAINTAIN DRY OF WATER IN ORDER TO MAINTAIN DRY WATER IN ORDER TO MAINTAIN DRY WATER IN ORDER TO MAINTAIN DRY IN ORDER TO MAINTAIN DRY IN ORDER TO MAINTAIN DRY ORDER TO MAINTAIN DRY ORDER TO MAINTAIN DRY TO MAINTAIN DRY TO MAINTAIN DRY TO MAINTAIN DRY MAINTAIN DRY MAINTAIN DRY DRY DRY CONDITIONS SHALL BE CONSIDERED AS INCIDENTAL TO THE SHALL BE CONSIDERED AS INCIDENTAL TO THE SHALL BE CONSIDERED AS INCIDENTAL TO THE BE CONSIDERED AS INCIDENTAL TO THE BE CONSIDERED AS INCIDENTAL TO THE CONSIDERED AS INCIDENTAL TO THE CONSIDERED AS INCIDENTAL TO THE AS INCIDENTAL TO THE AS INCIDENTAL TO THE INCIDENTAL TO THE INCIDENTAL TO THE TO THE TO THE THE THE REMAINDER OF THE WORK AND SHALL BE AT THE OF THE WORK AND SHALL BE AT THE OF THE WORK AND SHALL BE AT THE THE WORK AND SHALL BE AT THE THE WORK AND SHALL BE AT THE WORK AND SHALL BE AT THE WORK AND SHALL BE AT THE AND SHALL BE AT THE AND SHALL BE AT THE SHALL BE AT THE SHALL BE AT THE BE AT THE BE AT THE AT THE AT THE THE THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL PUMP OF THE CONTRACTOR. CONTRACTOR SHALL PUMP OF THE CONTRACTOR. CONTRACTOR SHALL PUMP THE CONTRACTOR. CONTRACTOR SHALL PUMP THE CONTRACTOR. CONTRACTOR SHALL PUMP CONTRACTOR. CONTRACTOR SHALL PUMP CONTRACTOR. CONTRACTOR SHALL PUMP CONTRACTOR SHALL PUMP CONTRACTOR SHALL PUMP SHALL PUMP SHALL PUMP PUMP PUMP THE WATER OUT OF THE BASIN AFTER A STORM EVENT. WATER OUT OF THE BASIN AFTER A STORM EVENT. WATER OUT OF THE BASIN AFTER A STORM EVENT. OUT OF THE BASIN AFTER A STORM EVENT. OUT OF THE BASIN AFTER A STORM EVENT. OF THE BASIN AFTER A STORM EVENT. OF THE BASIN AFTER A STORM EVENT. THE BASIN AFTER A STORM EVENT. THE BASIN AFTER A STORM EVENT. BASIN AFTER A STORM EVENT. BASIN AFTER A STORM EVENT. AFTER A STORM EVENT. AFTER A STORM EVENT. A STORM EVENT. A STORM EVENT. STORM EVENT. STORM EVENT. EVENT. EVENT. THE PUMPING OPERATIONS AND DISCHARGE POINTS SHALL PUMPING OPERATIONS AND DISCHARGE POINTS SHALL PUMPING OPERATIONS AND DISCHARGE POINTS SHALL OPERATIONS AND DISCHARGE POINTS SHALL OPERATIONS AND DISCHARGE POINTS SHALL AND DISCHARGE POINTS SHALL AND DISCHARGE POINTS SHALL DISCHARGE POINTS SHALL DISCHARGE POINTS SHALL POINTS SHALL POINTS SHALL SHALL SHALL BE COORDINATED AND APPROVED BY THE COUNTY OF EL COORDINATED AND APPROVED BY THE COUNTY OF EL COORDINATED AND APPROVED BY THE COUNTY OF EL AND APPROVED BY THE COUNTY OF EL AND APPROVED BY THE COUNTY OF EL APPROVED BY THE COUNTY OF EL APPROVED BY THE COUNTY OF EL BY THE COUNTY OF EL BY THE COUNTY OF EL THE COUNTY OF EL THE COUNTY OF EL COUNTY OF EL COUNTY OF EL OF EL OF EL EL EL PASO. CONTRACTOR IS RESPONSIBLE FOR THE FULL CONTRACTOR IS RESPONSIBLE FOR THE FULL CONTRACTOR IS RESPONSIBLE FOR THE FULL IS RESPONSIBLE FOR THE FULL IS RESPONSIBLE FOR THE FULL RESPONSIBLE FOR THE FULL RESPONSIBLE FOR THE FULL FOR THE FULL FOR THE FULL THE FULL THE FULL FULL FULL PROJECT SITE ONCE THE NOTICE TO PROCEED IS ISSUED. SITE ONCE THE NOTICE TO PROCEED IS ISSUED. SITE ONCE THE NOTICE TO PROCEED IS ISSUED. ONCE THE NOTICE TO PROCEED IS ISSUED. ONCE THE NOTICE TO PROCEED IS ISSUED. THE NOTICE TO PROCEED IS ISSUED. THE NOTICE TO PROCEED IS ISSUED. NOTICE TO PROCEED IS ISSUED. NOTICE TO PROCEED IS ISSUED. TO PROCEED IS ISSUED. TO PROCEED IS ISSUED. PROCEED IS ISSUED. PROCEED IS ISSUED. IS ISSUED. IS ISSUED. ISSUED. ISSUED. CONTRACTOR IS RESPONSIBLE FOR THE PROPER PASSAGE IS RESPONSIBLE FOR THE PROPER PASSAGE IS RESPONSIBLE FOR THE PROPER PASSAGE RESPONSIBLE FOR THE PROPER PASSAGE RESPONSIBLE FOR THE PROPER PASSAGE FOR THE PROPER PASSAGE FOR THE PROPER PASSAGE THE PROPER PASSAGE THE PROPER PASSAGE PROPER PASSAGE PROPER PASSAGE PASSAGE PASSAGE PASSAGE RUNOFF FOR THE FULL PROJECT SITE. 6. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION CONTRACTOR SHALL COORDINATE THE CONSTRUCTION CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SHALL COORDINATE THE CONSTRUCTION SHALL COORDINATE THE CONSTRUCTION COORDINATE THE CONSTRUCTION COORDINATE THE CONSTRUCTION THE CONSTRUCTION THE CONSTRUCTION CONSTRUCTION CONSTRUCTION SCHEDULE WITH ALL UTILITIES AND ALL OTHER AFFECTED WITH ALL UTILITIES AND ALL OTHER AFFECTED WITH ALL UTILITIES AND ALL OTHER AFFECTED ALL UTILITIES AND ALL OTHER AFFECTED ALL UTILITIES AND ALL OTHER AFFECTED UTILITIES AND ALL OTHER AFFECTED UTILITIES AND ALL OTHER AFFECTED AND ALL OTHER AFFECTED AND ALL OTHER AFFECTED AND ALL OTHER AFFECTED ALL OTHER AFFECTED ALL OTHER AFFECTED OTHER AFFECTED OTHER AFFECTED AFFECTED AFFECTED AGENCIES. 7. THE CONTRACTOR SHALL COMPLY WITH ALL THE STATE THE CONTRACTOR SHALL COMPLY WITH ALL THE STATE CONTRACTOR SHALL COMPLY WITH ALL THE STATE CONTRACTOR SHALL COMPLY WITH ALL THE STATE SHALL COMPLY WITH ALL THE STATE SHALL COMPLY WITH ALL THE STATE COMPLY WITH ALL THE STATE COMPLY WITH ALL THE STATE WITH ALL THE STATE WITH ALL THE STATE ALL THE STATE ALL THE STATE THE STATE THE STATE STATE STATE STATUTES, MUNICIPAL AND LOCAL ORDINANCES, RULES MUNICIPAL AND LOCAL ORDINANCES, RULES MUNICIPAL AND LOCAL ORDINANCES, RULES AND LOCAL ORDINANCES, RULES AND LOCAL ORDINANCES, RULES LOCAL ORDINANCES, RULES LOCAL ORDINANCES, RULES ORDINANCES, RULES ORDINANCES, RULES RULES RULES AND REGULATIONS, PERTAINING TO THE LOCATION OF REGULATIONS, PERTAINING TO THE LOCATION OF REGULATIONS, PERTAINING TO THE LOCATION OF PERTAINING TO THE LOCATION OF PERTAINING TO THE LOCATION OF TO THE LOCATION OF TO THE LOCATION OF THE LOCATION OF THE LOCATION OF LOCATION OF LOCATION OF OF OF THESE UTILITY FACILITIES. THE CONTRACTOR IS FULLY UTILITY FACILITIES. THE CONTRACTOR IS FULLY UTILITY FACILITIES. THE CONTRACTOR IS FULLY FACILITIES. THE CONTRACTOR IS FULLY FACILITIES. THE CONTRACTOR IS FULLY THE CONTRACTOR IS FULLY THE CONTRACTOR IS FULLY THE CONTRACTOR IS FULLY CONTRACTOR IS FULLY CONTRACTOR IS FULLY IS FULLY IS FULLY FULLY FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE CAUSED BY HIS FOR ANY AND ALL DAMAGE CAUSED BY HIS FOR ANY AND ALL DAMAGE CAUSED BY HIS ANY AND ALL DAMAGE CAUSED BY HIS ANY AND ALL DAMAGE CAUSED BY HIS AND ALL DAMAGE CAUSED BY HIS AND ALL DAMAGE CAUSED BY HIS ALL DAMAGE CAUSED BY HIS ALL DAMAGE CAUSED BY HIS DAMAGE CAUSED BY HIS DAMAGE CAUSED BY HIS CAUSED BY HIS CAUSED BY HIS BY HIS BY HIS HIS HIS FAILURE TO LOCATE, IDENTIFY AND PRESERVE ANY AND TO LOCATE, IDENTIFY AND PRESERVE ANY AND TO LOCATE, IDENTIFY AND PRESERVE ANY AND LOCATE, IDENTIFY AND PRESERVE ANY AND LOCATE, IDENTIFY AND PRESERVE ANY AND IDENTIFY AND PRESERVE ANY AND IDENTIFY AND PRESERVE ANY AND AND PRESERVE ANY AND AND PRESERVE ANY AND PRESERVE ANY AND PRESERVE ANY AND ANY AND ANY AND AND AND ALL EXISTING UTILITIES IN THE PLANNING AND CONDUCTING EXISTING UTILITIES IN THE PLANNING AND CONDUCTING EXISTING UTILITIES IN THE PLANNING AND CONDUCTING UTILITIES IN THE PLANNING AND CONDUCTING UTILITIES IN THE PLANNING AND CONDUCTING IN THE PLANNING AND CONDUCTING IN THE PLANNING AND CONDUCTING THE PLANNING AND CONDUCTING THE PLANNING AND CONDUCTING PLANNING AND CONDUCTING PLANNING AND CONDUCTING AND CONDUCTING AND CONDUCTING CONDUCTING CONDUCTING OF EXCAVATION. THE COUNTY OF EL PASO MAKES NO EXCAVATION. THE COUNTY OF EL PASO MAKES NO EXCAVATION. THE COUNTY OF EL PASO MAKES NO THE COUNTY OF EL PASO MAKES NO THE COUNTY OF EL PASO MAKES NO THE COUNTY OF EL PASO MAKES NO COUNTY OF EL PASO MAKES NO COUNTY OF EL PASO MAKES NO OF EL PASO MAKES NO OF EL PASO MAKES NO EL PASO MAKES NO EL PASO MAKES NO PASO MAKES NO PASO MAKES NO MAKES NO MAKES NO NO NO REPRESENTATION PERTAINING THERE TO AND ASSUMES PERTAINING THERE TO AND ASSUMES PERTAINING THERE TO AND ASSUMES THERE TO AND ASSUMES THERE TO AND ASSUMES TO AND ASSUMES TO AND ASSUMES TO AND ASSUMES AND ASSUMES AND ASSUMES ASSUMES ASSUMES NO RESPONSIBILITY OF LIABILITY. THEREFORE, IF THE RESPONSIBILITY OF LIABILITY. THEREFORE, IF THE RESPONSIBILITY OF LIABILITY. THEREFORE, IF THE OF LIABILITY. THEREFORE, IF THE OF LIABILITY. THEREFORE, IF THE LIABILITY. THEREFORE, IF THE LIABILITY. THEREFORE, IF THE THEREFORE, IF THE THEREFORE, IF THE IF THE IF THE IF THE THE THE UTILITY FACILITIES ARE DAMAGED DURING CONSTRUCTION FACILITIES ARE DAMAGED DURING CONSTRUCTION FACILITIES ARE DAMAGED DURING CONSTRUCTION ARE DAMAGED DURING CONSTRUCTION ARE DAMAGED DURING CONSTRUCTION DAMAGED DURING CONSTRUCTION DAMAGED DURING CONSTRUCTION DURING CONSTRUCTION DURING CONSTRUCTION CONSTRUCTION CONSTRUCTION ALL PAVEMENT, ADJACENT UTILITIES, STRUCTURES, ETC. PAVEMENT, ADJACENT UTILITIES, STRUCTURES, ETC. PAVEMENT, ADJACENT UTILITIES, STRUCTURES, ETC. ADJACENT UTILITIES, STRUCTURES, ETC. ADJACENT UTILITIES, STRUCTURES, ETC. UTILITIES, STRUCTURES, ETC. UTILITIES, STRUCTURES, ETC. STRUCTURES, ETC. STRUCTURES, ETC. ETC. ETC. DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION OR DAMAGED AS A RESULT OF CONSTRUCTION OR DAMAGED AS A RESULT OF CONSTRUCTION DAMAGED AS A RESULT OF CONSTRUCTION DAMAGED AS A RESULT OF CONSTRUCTION AS A RESULT OF CONSTRUCTION AS A RESULT OF CONSTRUCTION A RESULT OF CONSTRUCTION A RESULT OF CONSTRUCTION RESULT OF CONSTRUCTION RESULT OF CONSTRUCTION OF CONSTRUCTION OF CONSTRUCTION CONSTRUCTION CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO BE REPLACED BY THE CONTRACTOR AT NO BE REPLACED BY THE CONTRACTOR AT NO REPLACED BY THE CONTRACTOR AT NO REPLACED BY THE CONTRACTOR AT NO BY THE CONTRACTOR AT NO BY THE CONTRACTOR AT NO THE CONTRACTOR AT NO THE CONTRACTOR AT NO CONTRACTOR AT NO CONTRACTOR AT NO AT NO AT NO NO NO ADDITIONAL COST TO THE COUNTY TO ORIGINAL OR COST TO THE COUNTY TO ORIGINAL OR COST TO THE COUNTY TO ORIGINAL OR TO THE COUNTY TO ORIGINAL OR TO THE COUNTY TO ORIGINAL OR THE COUNTY TO ORIGINAL OR THE COUNTY TO ORIGINAL OR COUNTY TO ORIGINAL OR COUNTY TO ORIGINAL OR TO ORIGINAL OR TO ORIGINAL OR ORIGINAL OR ORIGINAL OR OR OR BETTER CONDITION. UNDERGROUND/OVERHEAD UTILITY CONDITION. UNDERGROUND/OVERHEAD UTILITY CONDITION. UNDERGROUND/OVERHEAD UTILITY UNDERGROUND/OVERHEAD UTILITY UNDERGROUND/OVERHEAD UTILITY UTILITY UTILITY FACILITIES SHOWN ON THESE DRAWINGS ARE FOR SHOWN ON THESE DRAWINGS ARE FOR SHOWN ON THESE DRAWINGS ARE FOR ON THESE DRAWINGS ARE FOR ON THESE DRAWINGS ARE FOR THESE DRAWINGS ARE FOR THESE DRAWINGS ARE FOR DRAWINGS ARE FOR DRAWINGS ARE FOR ARE FOR ARE FOR FOR FOR PLANNING DESIGN PURPOSES ONLY. OTHER UTILITY DESIGN PURPOSES ONLY. OTHER UTILITY DESIGN PURPOSES ONLY. OTHER UTILITY PURPOSES ONLY. OTHER UTILITY PURPOSES ONLY. OTHER UTILITY ONLY. OTHER UTILITY ONLY. OTHER UTILITY OTHER UTILITY OTHER UTILITY OTHER UTILITY UTILITY UTILITY FACILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE MAY EXIST WHICH ARE NOT SHOWN ON THE MAY EXIST WHICH ARE NOT SHOWN ON THE EXIST WHICH ARE NOT SHOWN ON THE EXIST WHICH ARE NOT SHOWN ON THE WHICH ARE NOT SHOWN ON THE WHICH ARE NOT SHOWN ON THE ARE NOT SHOWN ON THE ARE NOT SHOWN ON THE NOT SHOWN ON THE NOT SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE DRAWINGS. THE LOCATION, DEPTH, AND SIZE OF THESE THE LOCATION, DEPTH, AND SIZE OF THESE THE LOCATION, DEPTH, AND SIZE OF THESE THE LOCATION, DEPTH, AND SIZE OF THESE LOCATION, DEPTH, AND SIZE OF THESE LOCATION, DEPTH, AND SIZE OF THESE DEPTH, AND SIZE OF THESE DEPTH, AND SIZE OF THESE AND SIZE OF THESE AND SIZE OF THESE SIZE OF THESE SIZE OF THESE OF THESE OF THESE THESE THESE UTILITY FACILITIES SHOWN ARE FOR INFORMATION FACILITIES SHOWN ARE FOR INFORMATION FACILITIES SHOWN ARE FOR INFORMATION SHOWN ARE FOR INFORMATION SHOWN ARE FOR INFORMATION ARE FOR INFORMATION ARE FOR INFORMATION FOR INFORMATION FOR INFORMATION INFORMATION INFORMATION PURPOSES ONLY AND MUST BE VERIFIED BY THE ONLY AND MUST BE VERIFIED BY THE ONLY AND MUST BE VERIFIED BY THE AND MUST BE VERIFIED BY THE AND MUST BE VERIFIED BY THE MUST BE VERIFIED BY THE MUST BE VERIFIED BY THE BE VERIFIED BY THE BE VERIFIED BY THE VERIFIED BY THE VERIFIED BY THE BY THE BY THE THE THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE IT IS THE RESPONSIBILITY OF THE IT IS THE RESPONSIBILITY OF THE IS THE RESPONSIBILITY OF THE IS THE RESPONSIBILITY OF THE THE RESPONSIBILITY OF THE THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE OF THE OF THE THE THE CONTRACTOR TO DETERMINE THE FACILITY'S EXACT DEPTH TO DETERMINE THE FACILITY'S EXACT DEPTH TO DETERMINE THE FACILITY'S EXACT DEPTH DETERMINE THE FACILITY'S EXACT DEPTH DETERMINE THE FACILITY'S EXACT DEPTH THE FACILITY'S EXACT DEPTH THE FACILITY'S EXACT DEPTH FACILITY'S EXACT DEPTH FACILITY'S EXACT DEPTH EXACT DEPTH EXACT DEPTH DEPTH DEPTH AND LOCATION BY SAFE AND ACCEPTABLE MEANS WITHIN LOCATION BY SAFE AND ACCEPTABLE MEANS WITHIN LOCATION BY SAFE AND ACCEPTABLE MEANS WITHIN BY SAFE AND ACCEPTABLE MEANS WITHIN BY SAFE AND ACCEPTABLE MEANS WITHIN SAFE AND ACCEPTABLE MEANS WITHIN SAFE AND ACCEPTABLE MEANS WITHIN AND ACCEPTABLE MEANS WITHIN AND ACCEPTABLE MEANS WITHIN ACCEPTABLE MEANS WITHIN ACCEPTABLE MEANS WITHIN MEANS WITHIN MEANS WITHIN WITHIN WITHIN THE MARKED FACILITY AREA. 8. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MUST VERIFY ALL DIMENSIONS AND MUST VERIFY ALL DIMENSIONS AND VERIFY ALL DIMENSIONS AND VERIFY ALL DIMENSIONS AND ALL DIMENSIONS AND ALL DIMENSIONS AND DIMENSIONS AND DIMENSIONS AND AND AND GRADES BEFORE PROCEEDING WITH THE WORK. THE BEFORE PROCEEDING WITH THE WORK. THE BEFORE PROCEEDING WITH THE WORK. THE PROCEEDING WITH THE WORK. THE PROCEEDING WITH THE WORK. THE WITH THE WORK. THE WITH THE WORK. THE THE WORK. THE THE WORK. THE WORK. THE WORK. THE THE THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THEIR WILL BE HELD RESPONSIBLE FOR THEIR WILL BE HELD RESPONSIBLE FOR THEIR BE HELD RESPONSIBLE FOR THEIR BE HELD RESPONSIBLE FOR THEIR HELD RESPONSIBLE FOR THEIR HELD RESPONSIBLE FOR THEIR RESPONSIBLE FOR THEIR RESPONSIBLE FOR THEIR FOR THEIR FOR THEIR THEIR THEIR CORRECTNESS. 9. VERTICAL CONTROL FOR THIS PROJECT IS BASED UPON VERTICAL CONTROL FOR THIS PROJECT IS BASED UPON CONTROL FOR THIS PROJECT IS BASED UPON CONTROL FOR THIS PROJECT IS BASED UPON FOR THIS PROJECT IS BASED UPON FOR THIS PROJECT IS BASED UPON THIS PROJECT IS BASED UPON THIS PROJECT IS BASED UPON PROJECT IS BASED UPON PROJECT IS BASED UPON IS BASED UPON IS BASED UPON BASED UPON BASED UPON UPON UPON NAVD 88 DATUM. TOPOGRAPHIC SURVEY WAS PERFORMED 88 DATUM. TOPOGRAPHIC SURVEY WAS PERFORMED 88 DATUM. TOPOGRAPHIC SURVEY WAS PERFORMED DATUM. TOPOGRAPHIC SURVEY WAS PERFORMED DATUM. TOPOGRAPHIC SURVEY WAS PERFORMED TOPOGRAPHIC SURVEY WAS PERFORMED TOPOGRAPHIC SURVEY WAS PERFORMED SURVEY WAS PERFORMED SURVEY WAS PERFORMED WAS PERFORMED WAS PERFORMED PERFORMED PERFORMED BY BARRAGAN AND ASSOCIATES INC. 10. THE BOUNDARY RIGHT-OF-WAY AND EASEMENT LINES THE BOUNDARY RIGHT-OF-WAY AND EASEMENT LINES BOUNDARY RIGHT-OF-WAY AND EASEMENT LINES BOUNDARY RIGHT-OF-WAY AND EASEMENT LINES RIGHT-OF-WAY AND EASEMENT LINES RIGHT-OF-WAY AND EASEMENT LINES AND EASEMENT LINES AND EASEMENT LINES EASEMENT LINES EASEMENT LINES LINES LINES SHOWN AREA BASED ON ACTUAL BOUNDARY SURVEY AREA BASED ON ACTUAL BOUNDARY SURVEY AREA BASED ON ACTUAL BOUNDARY SURVEY BASED ON ACTUAL BOUNDARY SURVEY BASED ON ACTUAL BOUNDARY SURVEY ON ACTUAL BOUNDARY SURVEY ON ACTUAL BOUNDARY SURVEY ACTUAL BOUNDARY SURVEY ACTUAL BOUNDARY SURVEY BOUNDARY SURVEY BOUNDARY SURVEY SURVEY SURVEY PERFORMED BY THE SURVEYOR. 11. IF THE CONTRACTOR DISTURBS ANY EXISTING COUNTY IF THE CONTRACTOR DISTURBS ANY EXISTING COUNTY THE CONTRACTOR DISTURBS ANY EXISTING COUNTY THE CONTRACTOR DISTURBS ANY EXISTING COUNTY CONTRACTOR DISTURBS ANY EXISTING COUNTY CONTRACTOR DISTURBS ANY EXISTING COUNTY DISTURBS ANY EXISTING COUNTY DISTURBS ANY EXISTING COUNTY ANY EXISTING COUNTY ANY EXISTING COUNTY EXISTING COUNTY EXISTING COUNTY COUNTY COUNTY MONUMENT, IT SHALL BE REPLACED BY A REGISTERED IT SHALL BE REPLACED BY A REGISTERED IT SHALL BE REPLACED BY A REGISTERED SHALL BE REPLACED BY A REGISTERED SHALL BE REPLACED BY A REGISTERED BE REPLACED BY A REGISTERED BE REPLACED BY A REGISTERED REPLACED BY A REGISTERED REPLACED BY A REGISTERED BY A REGISTERED BY A REGISTERED A REGISTERED A REGISTERED REGISTERED REGISTERED SURVEYOR IN THE STATE OF TEXAS AT NO COST TO THE IN THE STATE OF TEXAS AT NO COST TO THE IN THE STATE OF TEXAS AT NO COST TO THE THE STATE OF TEXAS AT NO COST TO THE THE STATE OF TEXAS AT NO COST TO THE STATE OF TEXAS AT NO COST TO THE STATE OF TEXAS AT NO COST TO THE OF TEXAS AT NO COST TO THE OF TEXAS AT NO COST TO THE TEXAS AT NO COST TO THE TEXAS AT NO COST TO THE AT NO COST TO THE AT NO COST TO THE NO COST TO THE NO COST TO THE COST TO THE COST TO THE TO THE TO THE THE THE OWNER. THE CONTRACTOR'S SURVEYOR SHALL FURNISH A THE CONTRACTOR'S SURVEYOR SHALL FURNISH A THE CONTRACTOR'S SURVEYOR SHALL FURNISH A CONTRACTOR'S SURVEYOR SHALL FURNISH A CONTRACTOR'S SURVEYOR SHALL FURNISH A SURVEYOR SHALL FURNISH A SURVEYOR SHALL FURNISH A SHALL FURNISH A SHALL FURNISH A FURNISH A FURNISH A A A CERTIFIED ELEVATION AND LOCATION FOR EACH REPLACED ELEVATION AND LOCATION FOR EACH REPLACED ELEVATION AND LOCATION FOR EACH REPLACED AND LOCATION FOR EACH REPLACED AND LOCATION FOR EACH REPLACED LOCATION FOR EACH REPLACED LOCATION FOR EACH REPLACED FOR EACH REPLACED FOR EACH REPLACED EACH REPLACED EACH REPLACED REPLACED REPLACED MONUMENT. 12. REJECTED/DEFECTIVE CURB MUST BE REPLACED IN REJECTED/DEFECTIVE CURB MUST BE REPLACED IN CURB MUST BE REPLACED IN CURB MUST BE REPLACED IN MUST BE REPLACED IN MUST BE REPLACED IN BE REPLACED IN BE REPLACED IN REPLACED IN REPLACED IN IN IN 10-FOOT LONG SECTIONS, MINIMUM AND/OR TO THE LONG SECTIONS, MINIMUM AND/OR TO THE LONG SECTIONS, MINIMUM AND/OR TO THE SECTIONS, MINIMUM AND/OR TO THE SECTIONS, MINIMUM AND/OR TO THE MINIMUM AND/OR TO THE MINIMUM AND/OR TO THE AND/OR TO THE AND/OR TO THE TO THE TO THE TO THE THE THE NEAREST EXPANSION JOINT. 13. EXPANSION JOINTS FOR MACHINE LAID CURBS SHALL BE EXPANSION JOINTS FOR MACHINE LAID CURBS SHALL BE JOINTS FOR MACHINE LAID CURBS SHALL BE JOINTS FOR MACHINE LAID CURBS SHALL BE FOR MACHINE LAID CURBS SHALL BE FOR MACHINE LAID CURBS SHALL BE MACHINE LAID CURBS SHALL BE MACHINE LAID CURBS SHALL BE LAID CURBS SHALL BE LAID CURBS SHALL BE CURBS SHALL BE CURBS SHALL BE SHALL BE SHALL BE BE BE PROVIDED AT CHANGES OF DIRECTION, AT ALL CURB AT CHANGES OF DIRECTION, AT ALL CURB AT CHANGES OF DIRECTION, AT ALL CURB CHANGES OF DIRECTION, AT ALL CURB CHANGES OF DIRECTION, AT ALL CURB OF DIRECTION, AT ALL CURB OF DIRECTION, AT ALL CURB DIRECTION, AT ALL CURB DIRECTION, AT ALL CURB AT ALL CURB AT ALL CURB ALL CURB ALL CURB CURB CURB RETURNS, WHERE CURB ABUTS OTHER MASONRY WHERE CURB ABUTS OTHER MASONRY WHERE CURB ABUTS OTHER MASONRY CURB ABUTS OTHER MASONRY CURB ABUTS OTHER MASONRY ABUTS OTHER MASONRY ABUTS OTHER MASONRY OTHER MASONRY OTHER MASONRY MASONRY MASONRY STRUCTURES, AND WHERE MACHINE STARTS AND STOPS AND WHERE MACHINE STARTS AND STOPS AND WHERE MACHINE STARTS AND STOPS WHERE MACHINE STARTS AND STOPS WHERE MACHINE STARTS AND STOPS MACHINE STARTS AND STOPS MACHINE STARTS AND STOPS STARTS AND STOPS STARTS AND STOPS AND STOPS AND STOPS STOPS STOPS LAYING CURB. 14. SCORED CONSTRUCTION JOINTS SHALL BE AT LEAST 1/4 SCORED CONSTRUCTION JOINTS SHALL BE AT LEAST 1/4 CONSTRUCTION JOINTS SHALL BE AT LEAST 1/4 CONSTRUCTION JOINTS SHALL BE AT LEAST 1/4 JOINTS SHALL BE AT LEAST 1/4 JOINTS SHALL BE AT LEAST 1/4 SHALL BE AT LEAST 1/4 SHALL BE AT LEAST 1/4 BE AT LEAST 1/4 BE AT LEAST 1/4 AT LEAST 1/4 AT LEAST 1/4 LEAST 1/4 LEAST 1/4 LEAST 1/4 1/4 1/4 THE THICKNESS OF THE CONCRETE SLAB AND SHALL BE THICKNESS OF THE CONCRETE SLAB AND SHALL BE THICKNESS OF THE CONCRETE SLAB AND SHALL BE OF THE CONCRETE SLAB AND SHALL BE OF THE CONCRETE SLAB AND SHALL BE THE CONCRETE SLAB AND SHALL BE THE CONCRETE SLAB AND SHALL BE CONCRETE SLAB AND SHALL BE CONCRETE SLAB AND SHALL BE SLAB AND SHALL BE SLAB AND SHALL BE SLAB AND SHALL BE AND SHALL BE AND SHALL BE SHALL BE SHALL BE BE BE PROVIDED EVERY 10 FEET FOR CURB AND GUTTER AND EVERY 10 FEET FOR CURB AND GUTTER AND EVERY 10 FEET FOR CURB AND GUTTER AND 10 FEET FOR CURB AND GUTTER AND 10 FEET FOR CURB AND GUTTER AND FEET FOR CURB AND GUTTER AND FEET FOR CURB AND GUTTER AND FOR CURB AND GUTTER AND FOR CURB AND GUTTER AND CURB AND GUTTER AND CURB AND GUTTER AND AND GUTTER AND AND GUTTER AND GUTTER AND GUTTER AND AND AND EVERY 5 FEET FOR SIDEWALKS. 15. ALL CONCRETE SHALL COMPLY WITH THE STRENGTH ALL CONCRETE SHALL COMPLY WITH THE STRENGTH CONCRETE SHALL COMPLY WITH THE STRENGTH CONCRETE SHALL COMPLY WITH THE STRENGTH SHALL COMPLY WITH THE STRENGTH SHALL COMPLY WITH THE STRENGTH COMPLY WITH THE STRENGTH COMPLY WITH THE STRENGTH WITH THE STRENGTH WITH THE STRENGTH THE STRENGTH THE STRENGTH STRENGTH STRENGTH SPECIFIED UNDER THE TECHNICAL SPECIFICATIONS. 16. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO BE DIMENSIONS RELATING TO REINFORCING STEEL ARE TO BE RELATING TO REINFORCING STEEL ARE TO BE RELATING TO REINFORCING STEEL ARE TO BE TO REINFORCING STEEL ARE TO BE TO REINFORCING STEEL ARE TO BE REINFORCING STEEL ARE TO BE REINFORCING STEEL ARE TO BE STEEL ARE TO BE STEEL ARE TO BE ARE TO BE ARE TO BE TO BE TO BE BE BE TO THE CENTER OF BARS UNLESS OTHERWISE SHOWN ON THE CENTER OF BARS UNLESS OTHERWISE SHOWN ON THE CENTER OF BARS UNLESS OTHERWISE SHOWN ON CENTER OF BARS UNLESS OTHERWISE SHOWN ON CENTER OF BARS UNLESS OTHERWISE SHOWN ON OF BARS UNLESS OTHERWISE SHOWN ON OF BARS UNLESS OTHERWISE SHOWN ON BARS UNLESS OTHERWISE SHOWN ON BARS UNLESS OTHERWISE SHOWN ON UNLESS OTHERWISE SHOWN ON UNLESS OTHERWISE SHOWN ON OTHERWISE SHOWN ON OTHERWISE SHOWN ON SHOWN ON SHOWN ON ON ON THE PLANS. 17. COST OF FIELD CUTTING AND BENDING OF REINFORCING COST OF FIELD CUTTING AND BENDING OF REINFORCING OF FIELD CUTTING AND BENDING OF REINFORCING OF FIELD CUTTING AND BENDING OF REINFORCING FIELD CUTTING AND BENDING OF REINFORCING FIELD CUTTING AND BENDING OF REINFORCING CUTTING AND BENDING OF REINFORCING CUTTING AND BENDING OF REINFORCING AND BENDING OF REINFORCING AND BENDING OF REINFORCING BENDING OF REINFORCING BENDING OF REINFORCING OF REINFORCING OF REINFORCING REINFORCING REINFORCING STEEL SHALL BE INCIDENTAL TO CONSTRUCTION AND NO SHALL BE INCIDENTAL TO CONSTRUCTION AND NO SHALL BE INCIDENTAL TO CONSTRUCTION AND NO BE INCIDENTAL TO CONSTRUCTION AND NO BE INCIDENTAL TO CONSTRUCTION AND NO INCIDENTAL TO CONSTRUCTION AND NO INCIDENTAL TO CONSTRUCTION AND NO TO CONSTRUCTION AND NO TO CONSTRUCTION AND NO CONSTRUCTION AND NO CONSTRUCTION AND NO AND NO AND NO NO NO ADDITIONAL PAYMENT WILL BE CONSIDERED. 18. VIBRATORY ROLLERS WILL NOT BE PERMITTED ON ANY VIBRATORY ROLLERS WILL NOT BE PERMITTED ON ANY ROLLERS WILL NOT BE PERMITTED ON ANY ROLLERS WILL NOT BE PERMITTED ON ANY WILL NOT BE PERMITTED ON ANY WILL NOT BE PERMITTED ON ANY NOT BE PERMITTED ON ANY NOT BE PERMITTED ON ANY BE PERMITTED ON ANY BE PERMITTED ON ANY PERMITTED ON ANY PERMITTED ON ANY ON ANY ON ANY ANY ANY PHASE OF THIS PROJECT. 19. THE CONTRACTOR SHALL CONTACT A NOTIFICATION THE CONTRACTOR SHALL CONTACT A NOTIFICATION CONTRACTOR SHALL CONTACT A NOTIFICATION CONTRACTOR SHALL CONTACT A NOTIFICATION SHALL CONTACT A NOTIFICATION SHALL CONTACT A NOTIFICATION CONTACT A NOTIFICATION CONTACT A NOTIFICATION A NOTIFICATION A NOTIFICATION NOTIFICATION NOTIFICATION CENTER OR THE PROPER UTILITY COMPANY 48 HRS. PRIOR OR THE PROPER UTILITY COMPANY 48 HRS. PRIOR OR THE PROPER UTILITY COMPANY 48 HRS. PRIOR THE PROPER UTILITY COMPANY 48 HRS. PRIOR THE PROPER UTILITY COMPANY 48 HRS. PRIOR PROPER UTILITY COMPANY 48 HRS. PRIOR PROPER UTILITY COMPANY 48 HRS. PRIOR UTILITY COMPANY 48 HRS. PRIOR UTILITY COMPANY 48 HRS. PRIOR COMPANY 48 HRS. PRIOR COMPANY 48 HRS. PRIOR 48 HRS. PRIOR 48 HRS. PRIOR HRS. PRIOR HRS. PRIOR PRIOR PRIOR TO PERFORMING ANY EXCAVATION.
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20. CONTRACTOR IS EXPECTED TO MAINTAIN A MINIMUM CONTRACTOR IS EXPECTED TO MAINTAIN A MINIMUM IS EXPECTED TO MAINTAIN A MINIMUM IS EXPECTED TO MAINTAIN A MINIMUM EXPECTED TO MAINTAIN A MINIMUM EXPECTED TO MAINTAIN A MINIMUM TO MAINTAIN A MINIMUM TO MAINTAIN A MINIMUM MAINTAIN A MINIMUM MAINTAIN A MINIMUM A MINIMUM A MINIMUM MINIMUM MINIMUM CLEARANCE OF TWO FEET PLUS THE WIDTH OF THE LINE OF TWO FEET PLUS THE WIDTH OF THE LINE OF TWO FEET PLUS THE WIDTH OF THE LINE TWO FEET PLUS THE WIDTH OF THE LINE TWO FEET PLUS THE WIDTH OF THE LINE FEET PLUS THE WIDTH OF THE LINE FEET PLUS THE WIDTH OF THE LINE PLUS THE WIDTH OF THE LINE PLUS THE WIDTH OF THE LINE THE WIDTH OF THE LINE THE WIDTH OF THE LINE WIDTH OF THE LINE WIDTH OF THE LINE OF THE LINE OF THE LINE THE LINE THE LINE LINE LINE BETWEEN MARKED AND UNEXPOSED FACILITIES AND THE MARKED AND UNEXPOSED FACILITIES AND THE MARKED AND UNEXPOSED FACILITIES AND THE AND UNEXPOSED FACILITIES AND THE AND UNEXPOSED FACILITIES AND THE UNEXPOSED FACILITIES AND THE UNEXPOSED FACILITIES AND THE FACILITIES AND THE FACILITIES AND THE AND THE AND THE THE THE CUTTING EDGE OR POINT OF ANY POWER-OPERATED EDGE OR POINT OF ANY POWER-OPERATED EDGE OR POINT OF ANY POWER-OPERATED OR POINT OF ANY POWER-OPERATED OR POINT OF ANY POWER-OPERATED POINT OF ANY POWER-OPERATED POINT OF ANY POWER-OPERATED OF ANY POWER-OPERATED OF ANY POWER-OPERATED ANY POWER-OPERATED ANY POWER-OPERATED POWER-OPERATED POWER-OPERATED EXCAVATING OR EARTH-MOVING EQUIPMENT. EXCAVATION OR EARTH-MOVING EQUIPMENT. EXCAVATION OR EARTH-MOVING EQUIPMENT. EXCAVATION EARTH-MOVING EQUIPMENT. EXCAVATION EARTH-MOVING EQUIPMENT. EXCAVATION EQUIPMENT. EXCAVATION EQUIPMENT. EXCAVATION EXCAVATION EXCAVATION EXCAVATION EXCAVATION SHOULD BE PERFORMED VERY CAREFULLY WITH HAND BE PERFORMED VERY CAREFULLY WITH HAND BE PERFORMED VERY CAREFULLY WITH HAND PERFORMED VERY CAREFULLY WITH HAND PERFORMED VERY CAREFULLY WITH HAND VERY CAREFULLY WITH HAND VERY CAREFULLY WITH HAND CAREFULLY WITH HAND CAREFULLY WITH HAND WITH HAND WITH HAND HAND HAND TOOLS AND WITHOUT DAMAGE AND SHALL BE DONE AT NO AND WITHOUT DAMAGE AND SHALL BE DONE AT NO AND WITHOUT DAMAGE AND SHALL BE DONE AT NO WITHOUT DAMAGE AND SHALL BE DONE AT NO WITHOUT DAMAGE AND SHALL BE DONE AT NO DAMAGE AND SHALL BE DONE AT NO DAMAGE AND SHALL BE DONE AT NO AND SHALL BE DONE AT NO AND SHALL BE DONE AT NO SHALL BE DONE AT NO SHALL BE DONE AT NO BE DONE AT NO BE DONE AT NO DONE AT NO DONE AT NO AT NO AT NO NO NO ADDITIONAL COST TO THE OWNER. 21. THE CONTRACTOR/EXCAVATOR IS CAUTIONED THAT THE CONTRACTOR/EXCAVATOR IS CAUTIONED THAT CONTRACTOR/EXCAVATOR IS CAUTIONED THAT CONTRACTOR/EXCAVATOR IS CAUTIONED THAT IS CAUTIONED THAT IS CAUTIONED THAT CAUTIONED THAT CAUTIONED THAT THAT THAT EQUIPMENT MAY DISTURB/DAMAGE FACILITIES BY ITS MAY DISTURB/DAMAGE FACILITIES BY ITS MAY DISTURB/DAMAGE FACILITIES BY ITS DISTURB/DAMAGE FACILITIES BY ITS DISTURB/DAMAGE FACILITIES BY ITS FACILITIES BY ITS FACILITIES BY ITS BY ITS BY ITS ITS ITS WEIGHT AND/OR OTHER CHARACTERISTICS. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING SHALL BE RESPONSIBLE FOR ACQUIRING SHALL BE RESPONSIBLE FOR ACQUIRING BE RESPONSIBLE FOR ACQUIRING BE RESPONSIBLE FOR ACQUIRING RESPONSIBLE FOR ACQUIRING RESPONSIBLE FOR ACQUIRING FOR ACQUIRING FOR ACQUIRING ACQUIRING ACQUIRING PERMITS FROM THE COUNTY OF EL PASO PRIOR TO FROM THE COUNTY OF EL PASO PRIOR TO FROM THE COUNTY OF EL PASO PRIOR TO THE COUNTY OF EL PASO PRIOR TO THE COUNTY OF EL PASO PRIOR TO COUNTY OF EL PASO PRIOR TO COUNTY OF EL PASO PRIOR TO OF EL PASO PRIOR TO OF EL PASO PRIOR TO EL PASO PRIOR TO EL PASO PRIOR TO PASO PRIOR TO PASO PRIOR TO PRIOR TO PRIOR TO TO TO DEMOLITION AND NEW CONSTRUCTION. THE COST OF THE AND NEW CONSTRUCTION. THE COST OF THE AND NEW CONSTRUCTION. THE COST OF THE AND NEW CONSTRUCTION. THE COST OF THE NEW CONSTRUCTION. THE COST OF THE NEW CONSTRUCTION. THE COST OF THE CONSTRUCTION. THE COST OF THE CONSTRUCTION. THE COST OF THE THE COST OF THE THE COST OF THE COST OF THE COST OF THE OF THE OF THE THE THE PERMIT WILL BE AT THE CONTRACTOR'S EXPENSE. 23. ALL EXISTING ROADWAYS, SIDEWALKS, SIGNS, ALL EXISTING ROADWAYS, SIDEWALKS, SIGNS, EXISTING ROADWAYS, SIDEWALKS, SIGNS, EXISTING ROADWAYS, SIDEWALKS, SIGNS, ROADWAYS, SIDEWALKS, SIGNS, ROADWAYS, SIDEWALKS, SIGNS, SIDEWALKS, SIGNS, SIDEWALKS, SIGNS, SIGNS, SIGNS, LANDSCAPING, DRAINAGE STRUCTURES AND DRIVEWAYS DRAINAGE STRUCTURES AND DRIVEWAYS DRAINAGE STRUCTURES AND DRIVEWAYS STRUCTURES AND DRIVEWAYS STRUCTURES AND DRIVEWAYS AND DRIVEWAYS AND DRIVEWAYS DRIVEWAYS DRIVEWAYS NOT TO BE DISTURBED AFFECTED BY CONSTRUCTION TO BE DISTURBED AFFECTED BY CONSTRUCTION TO BE DISTURBED AFFECTED BY CONSTRUCTION BE DISTURBED AFFECTED BY CONSTRUCTION BE DISTURBED AFFECTED BY CONSTRUCTION DISTURBED AFFECTED BY CONSTRUCTION DISTURBED AFFECTED BY CONSTRUCTION AFFECTED BY CONSTRUCTION AFFECTED BY CONSTRUCTION BY CONSTRUCTION BY CONSTRUCTION CONSTRUCTION CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO ORIGINAL CONDITION SHALL BE RESTORED TO ORIGINAL CONDITION SHALL BE RESTORED TO ORIGINAL CONDITION BE RESTORED TO ORIGINAL CONDITION BE RESTORED TO ORIGINAL CONDITION RESTORED TO ORIGINAL CONDITION RESTORED TO ORIGINAL CONDITION TO ORIGINAL CONDITION TO ORIGINAL CONDITION ORIGINAL CONDITION ORIGINAL CONDITION CONDITION CONDITION OR BETTER BY CONTRACTOR AT NO ADDITIONAL COST TO BETTER BY CONTRACTOR AT NO ADDITIONAL COST TO BETTER BY CONTRACTOR AT NO ADDITIONAL COST TO BY CONTRACTOR AT NO ADDITIONAL COST TO BY CONTRACTOR AT NO ADDITIONAL COST TO CONTRACTOR AT NO ADDITIONAL COST TO CONTRACTOR AT NO ADDITIONAL COST TO AT NO ADDITIONAL COST TO AT NO ADDITIONAL COST TO NO ADDITIONAL COST TO NO ADDITIONAL COST TO ADDITIONAL COST TO ADDITIONAL COST TO COST TO COST TO TO TO THE OWNER. 24. THE FOLLOWING LOCAL AGENCY PERSONNEL SHALL BE THE FOLLOWING LOCAL AGENCY PERSONNEL SHALL BE FOLLOWING LOCAL AGENCY PERSONNEL SHALL BE FOLLOWING LOCAL AGENCY PERSONNEL SHALL BE LOCAL AGENCY PERSONNEL SHALL BE LOCAL AGENCY PERSONNEL SHALL BE AGENCY PERSONNEL SHALL BE AGENCY PERSONNEL SHALL BE PERSONNEL SHALL BE PERSONNEL SHALL BE SHALL BE SHALL BE BE BE CONTACTED BY CONTRACTOR PRIOR TO COMMENCING BY CONTRACTOR PRIOR TO COMMENCING BY CONTRACTOR PRIOR TO COMMENCING CONTRACTOR PRIOR TO COMMENCING CONTRACTOR PRIOR TO COMMENCING PRIOR TO COMMENCING PRIOR TO COMMENCING TO COMMENCING TO COMMENCING COMMENCING COMMENCING WORK.
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XX XX XXSERIES OF NUMBERS ON PLANS USED TO SERIES OF NUMBERS ON PLANS USED TO OF NUMBERS ON PLANS USED TO OF NUMBERS ON PLANS USED TO NUMBERS ON PLANS USED TO NUMBERS ON PLANS USED TO ON PLANS USED TO ON PLANS USED TO PLANS USED TO PLANS USED TO USED TO USED TO TO TO CROSS-REFERENCE THE APPLICABLE TECHNICAL THE APPLICABLE TECHNICAL THE APPLICABLE TECHNICAL APPLICABLE TECHNICAL APPLICABLE TECHNICAL TECHNICAL TECHNICAL SPECIFICATION SECTION.
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%%USPECIFICATION REFERENCE
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%%U DETAIL
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2
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CXX
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SCALE
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SHEET NUMBER ON WHICH SECTION OR DETAIL IS SHOWN
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%%USECTION AND DETAIL REFERENCE
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C12.0
F:\19146\DWG\04_19146 - C1.0_DWG_TCP_01.dwg Time:Sep21,2020-09:52am Login:edgar
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19-146
SEPT 2020
F.S./E.G.
E.G.
M.M.
F.S.
Car
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c.M
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o o
P L
A N
N I
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EL
PA
SOSA
N A
NT
ON
IO
2505
E. M
isso
uri A
ve.
El P
aso,
TX
799
03
(915
) 53
2-20
9196
01 M
cAlli
ster
Fre
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#20
7, S
an A
nton
io T
X 7
8216
(21
0) 3
14-3
553
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o. F
-000
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N/A
N/A
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UPSALA DR.
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SPARKS DR.
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GRAND RIVER DR.
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VASSAR DR.
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GOUCHER DR.
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AMHERST DR.
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BEN GURION DR.
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BOWDOIN ST.
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BRANDEIS DR.
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BRYN MAWR CT.
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WAKE FOREST LN.
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PEYTON RD.
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WAKE FOREST LN.
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CLEMSON LN.
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
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SCALE
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ENGINEER'S NOTE
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OF
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SHEET
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REVISION REMARKS
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DATE
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PROJECT NAME
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
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DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
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1
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1
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TRAFFIC CONTROL PLAN
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C1.0
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100'
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50
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0
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SCALE: 1"=100'
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PLAN VIEW
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LEGEND
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PROJECT LIMITS
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WORK AREA
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NOTES: : 1. TRAFFIC CONTROL PLAN (TCP) FOR THE FULL PROJECT SITE TRAFFIC CONTROL PLAN (TCP) FOR THE FULL PROJECT SITE CONTROL PLAN (TCP) FOR THE FULL PROJECT SITE CONTROL PLAN (TCP) FOR THE FULL PROJECT SITE PLAN (TCP) FOR THE FULL PROJECT SITE PLAN (TCP) FOR THE FULL PROJECT SITE (TCP) FOR THE FULL PROJECT SITE (TCP) FOR THE FULL PROJECT SITE FOR THE FULL PROJECT SITE FOR THE FULL PROJECT SITE THE FULL PROJECT SITE THE FULL PROJECT SITE FULL PROJECT SITE FULL PROJECT SITE PROJECT SITE PROJECT SITE SITE SITE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SEE BE THE RESPONSIBILITY OF THE CONTRACTOR. SEE BE THE RESPONSIBILITY OF THE CONTRACTOR. SEE THE RESPONSIBILITY OF THE CONTRACTOR. SEE THE RESPONSIBILITY OF THE CONTRACTOR. SEE RESPONSIBILITY OF THE CONTRACTOR. SEE RESPONSIBILITY OF THE CONTRACTOR. SEE OF THE CONTRACTOR. SEE OF THE CONTRACTOR. SEE THE CONTRACTOR. SEE THE CONTRACTOR. SEE CONTRACTOR. SEE CONTRACTOR. SEE SEE SEE SEE GENERAL NOTES SHEET G1.0 FOR TRAFFIC CONTROL NOTES
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DETOUR ARROWS
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03
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o. F
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F.S./E.G.
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ALA
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IVE
DR
AIN
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EIM
PRO
VEM
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AS NOTED
N/A
9/21
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0
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S
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WV
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WV
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SPARKS DRIVE (90' ROW)
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GRAND RIVER DRIVE (60' ROW)
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UPSALA DRIVE (60' ROW)
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SPARK'S ADDITION UNIT 4
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SPARK'S ADDITION UNIT 4
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SPARK'S ADDITION UNIT 3
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70' D R A I N A G E R.O.W. U T I L I T Y E A S E M E N T
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70' D R A I N A G E R.O.W. U T I L I T Y E A S E M E N T
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SPARK'S ADDITION UNIT 3
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DRAINAGE R.O.W.
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LIMITS OF DEMOLITION
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00
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REMAIN UNDISTURBED
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REMOVE AND RELOCATE
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REMOVE AND REPLACE
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A
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EXISTING POWER POLE
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EXISTING CONCRETE / ASPHALT PAVEMENT STRUCTURE
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LIMITS OF DEMOLITION, SAW-CUT EXISTING PAVEMENT/SIDEWALK
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ADJUST TO NEW GRADE
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REMOVE AND PROPERLY DISPOSE OF
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EXISTING SIGN
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EXISTING CHAINLINK FENCE
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EXISTING ROCKWALL
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EXISTING CINDER BLOCK WALL
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KEYED NOTES
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EXISTING GUY WIRE
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EXISTING OVERHEAD POWER LINE
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REMOVE AND SALVAGE
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EXISTING WOODEN FENCE
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PROTECT AND COORDINATE WITH EL PASO ELECTRIC COMPANY
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PROTECT AND REMAIN UNDISTURBED
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EXISTING CONCRETE
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NOTES
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1.ALL DEMOLITION WORK SHALL BE KEPT WITHIN THE EXISTING RIGHT-OF-WAY ALL DEMOLITION WORK SHALL BE KEPT WITHIN THE EXISTING RIGHT-OF-WAY UNLESS OTHERWISE SPECIFIED ON PLANS.
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EXISTING PAVEMENT TO BE REMOVED
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EXISTING DOMESTIC WATER LINE
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EXISTING STORM SEWER LINE
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REMOVE BY OTHERS
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1+00
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EXISTING 24" DIA. CMP PIPE
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CLEAR AND GRUB
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EXISTING WOOD POST
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EXISTING BUILDING
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3XXX
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3XXX
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
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DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
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1
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DEMOLITION PLAN
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C2.0
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20'
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10'
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0
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799
03
(915
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2-20
9196
01 M
cAlli
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eway
#20
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an A
nton
io T
X 7
8216
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0) 3
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rofe
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ngin
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o. F
-000
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19-146
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F.S./E.G.
E.G.
M.M.
F.S.
UPS
ALA
DR
IVE
DR
AIN
AG
EIM
PRO
VEM
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9/21
/202
0
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SPARKS DRIVE (90' ROW)
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GRAND RIVER DRIVE (60' ROW)
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70' DRAINAGE UTILITY EASEMENT
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70' DRAINAGE UTILITY EASEMENT
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D
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EXISTING 24" CMP PIPE TO BE PROTECTED
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EXISTING FENCE TO BE PROTECTED DURING CONSTRUCTION
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EB-1
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1+00
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C8.2
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NEW GUARD RAIL............................................
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C7.1
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NEW 8-12 INCH LOOSE ROCK RIP-RAP...........................................................
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BENCHMARK
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1. FOUND NAIL WITH SHINER ON CENTERLINE OF CAMELDALE DRIVE. FOUND NAIL WITH SHINER ON CENTERLINE OF CAMELDALE DRIVE. ELEVATION 3940.68' (NAVD 88) TxDOT CONTROL POINT #5000
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C
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NEW HMAC PAVEMENT.....................................
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A
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CONTINUOUSLY REINFORCED CONCRETE PAVEMENT & REINFORCED CONCRETE.............
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NEW 6" MONOLITHIC CURB..............................
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C7.0
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NEW METAL SWING GATE.................................
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NEW METAL GUARD POST...............................
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
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DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
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1
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1
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SITE PLAN AND HORIZONTAL CONTROL
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C3.0
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20'
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10'
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0
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SCALE: 1"=20'
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S55°02'55"E 3259.09'
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F.S./E.G.
E.G.
M.M.
F.S.
UPS
ALA
DR
IVE
DR
AIN
AG
EIM
PRO
VEM
ENTS
AS NOTED
N/A
9/21
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S
AutoCAD SHX Text
S
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S
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WV
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S
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WV
AutoCAD SHX Text
WV
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SPARKS DRIVE (90' ROW)
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GRAND RIVER DRIVE (60' ROW)
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CLEMSON LANE (60' ROW)
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R.O.W.LINELINE
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R.O.W.LINELINE
AutoCAD SHX Text
R.O.W.LINELINE
AutoCAD SHX Text
R.O.W.LINELINE
AutoCAD SHX Text
R.O.W.LINELINE
AutoCAD SHX Text
R.O.W.LINELINE
AutoCAD SHX Text
R.O.W.LINELINE
AutoCAD SHX Text
R.O.W.LINELINE
AutoCAD SHX Text
0.70% SLOPE
AutoCAD SHX Text
2% SLOPE
AutoCAD SHX Text
2:1 SLOPE
AutoCAD SHX Text
C5.1
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D
AutoCAD SHX Text
C5.0
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A
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C5.0
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C
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70' DRAINAGE UTILITY EASEMENT
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SPARK'S ADDITION UNIT 3
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SPARK'S ADDITION UNIT 3
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SPARK'S ADDITION UNIT 3
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SPARK'S ADDITION UNIT 4
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SPARK'S ADDITION UNIT 4
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SPARK'S ADDITION UNIT 3
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SPARK'S ADDITION UNIT 3
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DRAINAGE R.O.W.
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SPARK'S ADDITION UNIT 3
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46
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47
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48
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49
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49
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70' DRAINAGE UTILITY EASEMENT
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PROJECT LIMITS LINE
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PROJECT LIMITS LINE
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PROJECT LIMITS LINE
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EXISTING MANHOLE TO BE ADJUSTED TO NEW PAVEMENT GRADES
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1:1 SLOPE
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1:1 SLOPE
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EXISTING 24" CMP
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1.5:1 SLOPE
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15% SLOPE
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1% SLOPE
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MATCH TOP OF REINFORCED CONCRETE WITH EXISTING ELEVATIONS
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MATCH TOP OF REINFORCED CONCRETE WITH EXISTING ELEVATIONS
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C5.0
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B
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3.5:1 SLOPE
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0.6% SLOPE
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MATCH PROPOSED ELEVATIONS WITH EXISTING GROUND
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MATCH PROPOSED ELEVATIONS WITH EXISTING GROUND
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MATCH TOP OF EXISTING PAVEMENT
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MATCH PROPOSED ELEVATIONS WITH EXISTING GROUND
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MATCH PROPOSED ELEVATIONS WITH EXISTING GROUND
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MATCH PROPOSED ELEVATIONS WITH EXISTING GROUND
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MATCH PROPOSED ELEVATIONS WITH EXISTING GROUND
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MATCH TOP OF EXISTING PAVEMENT
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MATCH TOP OF EXISTING PAVEMENT
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MATCH TOP OF EXISTING PAVEMENT
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
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SCALE
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ENGINEER'S NOTE
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OF
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SHEET
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REVISION REMARKS
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DATE
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ENGINEER'S NOTE
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KEYED LEGEND
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STREET CENTERLINE
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EXISTING RIGHT-OF-WAY
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PROJECT LIMITS
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PROPERTY LINE
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PROPOSED MAJOR CONTOUR
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PROPOSED MINOR CONTOUR
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3XXX
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3XXX
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HIGH POINT
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LOW POINT
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XXXX.XX
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SPOT ELEVATION
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NOTES
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TP TG
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TOP OF PAVEMENT TOP OF GROUND
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EXISTING MAJOR CONTOUR
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EXISTING MINOR CONTOUR
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3XXX
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3XXX
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CX.X
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A
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CROSS SECTION
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FLOW DIRECTION
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PROJECT NAME
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EXISTING PROPERTY LINE
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
AutoCAD SHX Text
DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
AutoCAD SHX Text
ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
AutoCAD SHX Text
1
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1
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GRADING PLAN
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C4.0
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20'
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10'
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0
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SCALE: 1"=20'
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E.G.
M.M.
F.S.
UPS
ALA
DR
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DR
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AG
EIM
PRO
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AS NOTED
N/A
9/21
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AutoCAD SHX Text
DRAINAGE R.O.W. LINE
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DRAINAGE R.O.W. LINE
AutoCAD SHX Text
APPROXIMATE EXISTING GROUND
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NEW 8"-12" LOOSE ROCK RIP-RAP
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EXISTING FENCE
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EXISTING WALL
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NEW REINFORCED CONCRETE RAMP
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1
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1
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NEW REINFORCED CONCRETE. SEE SHEET C8.0 FOR DETAILS.
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4
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1
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EXISTING FENCE
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DRAINAGE R.O.W. LINE
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DRAINAGE R.O.W. LINE
AutoCAD SHX Text
NEW REINFORCED CONCRETE RAMP. SEE SHEET C8.0 FOR DETAILS.
AutoCAD SHX Text
NEW REINFORCED CONCRETE. SEE SHEET C8.0 FOR DETAILS.
AutoCAD SHX Text
APPROXIMATE EXISTING GROUND
AutoCAD SHX Text
1.5
AutoCAD SHX Text
1
AutoCAD SHX Text
1.5
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
1
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DRAINAGE R.O.W. LINE
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EXISTING FENCE
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DRAINAGE R.O.W. LINE
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1.5
AutoCAD SHX Text
1
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1.5
AutoCAD SHX Text
1
AutoCAD SHX Text
APPROXIMATE EXISTING GROUND
AutoCAD SHX Text
NEW REINFORCED CONCRETE. SEE SHEET C8.1 FOR DETAILS.
AutoCAD SHX Text
NEW REINFORCED CONCRETE. SEE SHEET C8.0 FOR DETAILS.
AutoCAD SHX Text
COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS PER ASTM D1557
AutoCAD SHX Text
COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS PER ASTM D1557
AutoCAD SHX Text
EXISTING GROUND TO REMAIN UNDISTURBED
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NATIVE SOIL
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COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS PER ASTM D1557
AutoCAD SHX Text
COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS PER ASTM D1557
AutoCAD SHX Text
NEW 24" END WALL. SEE SHEET C8.0 FOR DETAILS.
AutoCAD SHX Text
NEW 24" END WALL
AutoCAD SHX Text
NEW 24" END WALL. SEE SHEET C8.1 FOR DETAILS.
AutoCAD SHX Text
EXISTING WALL
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EXISTING WALL
AutoCAD SHX Text
HIGH WATER ELEV.=3835.50
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HIGH WATER ELEV.=3835.50
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HIGH WATER ELEV.=3844.03
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
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SCALE
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ENGINEER'S NOTE
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OF
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SHEET
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REVISION REMARKS
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DATE
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ENGINEER'S NOTE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
FERNANDO SANCHEZ, P.E. #132581
AutoCAD SHX Text
ON SEPTEMBER 21, 2020
AutoCAD SHX Text
DOCUMENT WAS AUTHORIZED BY
AutoCAD SHX Text
"THE SEAL APPEARING ON THIS
AutoCAD SHX Text
ALTERATION OF A SEALED DOCUMENT
AutoCAD SHX Text
WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
AutoCAD SHX Text
1
AutoCAD SHX Text
2
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GRADING SECTIONS
AutoCAD SHX Text
C5.0
AutoCAD SHX Text
SCALE: HORIZONTAL 1"=5'
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%%U SECTION
AutoCAD SHX Text
A
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C5.0
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VERTICAL 1"=5'
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SCALE: HORIZONTAL 1"=5'
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%%U SECTION
AutoCAD SHX Text
C
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C5.0
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VERTICAL 1"=5'
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SCALE: HORIZONTAL 1"=5'
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%%U SECTION
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B
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C5.0
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VERTICAL 1"=5'
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-000
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F.S./E.G.
E.G.
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F.S.
UPS
ALA
DR
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AG
EIM
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AS NOTED
N/A
9/21
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0
AutoCAD SHX Text
UPSALA DRIVE C
AutoCAD SHX Text
L
AutoCAD SHX Text
APPROXIMATE EXISTING GROUND
AutoCAD SHX Text
APPROXIMATE EXISTING GROUND
AutoCAD SHX Text
NEW 8"-12" LOOSE ROCK RIP-RAP
AutoCAD SHX Text
NEW REINFORCED CONCRETE. SEE SHEET C8.0 FOR DETAILS.
AutoCAD SHX Text
NEW REINFORCED CONCRETE
AutoCAD SHX Text
0.70% SLOPE
AutoCAD SHX Text
2.00% SLOPE
AutoCAD SHX Text
2.00% SLOPE
AutoCAD SHX Text
0.60% SLOPE
AutoCAD SHX Text
3.80% SLOPE
AutoCAD SHX Text
2
AutoCAD SHX Text
1
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NEW END WALL
AutoCAD SHX Text
NEW END WALL
AutoCAD SHX Text
COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS PER ASTM D1557
AutoCAD SHX Text
COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS PER ASTM D1557
AutoCAD SHX Text
NEW END WALL
AutoCAD SHX Text
NEW END WALL
AutoCAD SHX Text
MATCH PROPOSED GRADE WITH EXISTING GRADE
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MATCH EXISTING
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4.50% SLOPE
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NO.
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SHEET TITLE
AutoCAD SHX Text
BY
AutoCAD SHX Text
ENGINEER'S SEAL
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SCALE
AutoCAD SHX Text
ENGINEER'S NOTE
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
REVISION REMARKS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ENGINEER'S NOTE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
FERNANDO SANCHEZ, P.E. #132581
AutoCAD SHX Text
ON SEPTEMBER 21, 2020
AutoCAD SHX Text
DOCUMENT WAS AUTHORIZED BY
AutoCAD SHX Text
"THE SEAL APPEARING ON THIS
AutoCAD SHX Text
ALTERATION OF A SEALED DOCUMENT
AutoCAD SHX Text
WITHOUT PROPER NOTIFICATION TO
AutoCAD SHX Text
THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
AutoCAD SHX Text
TEXAS ENGINEERING PRACTICE ACT"
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
GRADING SECTIONS
AutoCAD SHX Text
C5.1
AutoCAD SHX Text
SCALE: HORIZONTAL 1"=6'
AutoCAD SHX Text
%%U SECTION
AutoCAD SHX Text
D
AutoCAD SHX Text
C5.1
AutoCAD SHX Text
VERTICAL 1"=6'
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DA - X
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AutoCAD SHX Text
DA-1
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DA-2
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Qexp: 1977.14 CFS1977.14 CFS CFS
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EL PASO COUNTY WATER NON-CONTRIBUTING
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DA-3
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DA-4
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DA-9
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DA-6
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DA-5
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DA-7
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DA-8
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DA-10
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DA-11
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DA-12
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DA-13
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UPSALA DR.
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SPARKS DR.
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GRAND RIVER DR.
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NOTRE DAME LN.
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HORIZON BLVD.
AutoCAD SHX Text
DARRINGTON RD.
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EASTLAKE BLVD.
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HORIZON GOLF COURSE
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EMERALD SPRINGS RETREAT NON-CONTRIBUTING
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ESTATES AT EMERALD PARK UNIT 4
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ESTATES AT EMERALD PARK UNIT 2
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EMERALD PARK UNIT FOUR NON-CONTRIBUTING
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EMERALD ESTATES UNIT FOUR NON-CONTRIBUTING
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HORIZON HEIGHTS #6
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HORIZON HEIGHTS SUBDIVISION
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HORIZON HEIGHTS UNIT 4
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EMERALD ESTATES UNIT 3
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PROJECT DRAINAGE AREA (RUN-OFF) COMPUTATIONS
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DRAINAGE AREA NO. (1)
AutoCAD SHX Text
DRAINAGE AREA (AC) (2)
AutoCAD SHX Text
TIME OF CONCENTRATION (3)
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RUNOFF COEFF. (C) (4)
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DESIGN STORM INTENSITY I -100 YR (IN/HR) (5)
AutoCAD SHX Text
100 YEAR DISCHARGE Q100-YR (CFS) (6)
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DA-1
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
174.24
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DA-2
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-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
DA-3
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-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
DA-4
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
297.17
AutoCAD SHX Text
DA-5
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
DA-6
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
DA-7
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-
AutoCAD SHX Text
10
AutoCAD SHX Text
0.47
AutoCAD SHX Text
5.36
AutoCAD SHX Text
303.72
AutoCAD SHX Text
DA-8
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140.83
AutoCAD SHX Text
10
AutoCAD SHX Text
0.33
AutoCAD SHX Text
5.36
AutoCAD SHX Text
249.09
AutoCAD SHX Text
DA-9
AutoCAD SHX Text
169.17
AutoCAD SHX Text
10
AutoCAD SHX Text
0.33
AutoCAD SHX Text
5.36
AutoCAD SHX Text
299.24
AutoCAD SHX Text
DA-10
AutoCAD SHX Text
177.95
AutoCAD SHX Text
10
AutoCAD SHX Text
0.33
AutoCAD SHX Text
5.36
AutoCAD SHX Text
314.76
AutoCAD SHX Text
DA-11
AutoCAD SHX Text
71.03
AutoCAD SHX Text
10
AutoCAD SHX Text
0.33
AutoCAD SHX Text
5.36
AutoCAD SHX Text
125.64
AutoCAD SHX Text
DA-12
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52.05
AutoCAD SHX Text
10
AutoCAD SHX Text
0.60
AutoCAD SHX Text
5.36
AutoCAD SHX Text
167.39
AutoCAD SHX Text
DA-13
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14.27
AutoCAD SHX Text
10
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0.60
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5.36
AutoCAD SHX Text
45.89
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TOTAL
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1977.14
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
ENGINEER'S NOTE
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
REVISION REMARKS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ENGINEER'S NOTE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
FERNANDO SANCHEZ, P.E. #132581
AutoCAD SHX Text
ON SEPTEMBER 21, 2020
AutoCAD SHX Text
DOCUMENT WAS AUTHORIZED BY
AutoCAD SHX Text
"THE SEAL APPEARING ON THIS
AutoCAD SHX Text
ALTERATION OF A SEALED DOCUMENT
AutoCAD SHX Text
WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
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1
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1
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OVERALL WATERSHED
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C6.0
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(1) WATERSHED AREA IDENTIFICATION
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(3) RUNOFF COEFFICIENT => TABLE 4-5
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(4) TIME OF CONCENTRATION: TC = 10 MINUTES (MIN.)
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(2) AREA FROM DRAINAGE PLAN IN ACRES
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REFERENCE: CITY OF EL PASO DRAINAGE DESIGN MANUAL (JUNE 2008)
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SINGLE FAMILY RESIDENTIAL: C=0.60 FOR 25 YEARS & C=0.60 FOR 100 YEARS
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LEGEND
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DRAINAGE AREA BOUNDARY
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FLOW DIRECTION
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FLOOD ZONE "X"
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FIRM - FLOOD INSURANCE RATE MAP CITY OF EL PASO, EL PASO COUNTY, TX. PANEL XX OF 52 COMMUNITY - PANEL NUMBER XXXXXX XXXX X XX OF 52 COMMUNITY - PANEL NUMBER XXXXXX XXXX X OF 52 COMMUNITY - PANEL NUMBER XXXXXX XXXX X 52 COMMUNITY - PANEL NUMBER XXXXXX XXXX X COMMUNITY - PANEL NUMBER XXXXXX XXXX X PANEL NUMBER XXXXXX XXXX X MAP REVISED: XXXXXXXX XX, 19XXXXXXXXXX XX, 19XX
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AREAS OF 100-YEAR FLOOD; BASE FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED.
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HIGH POINT
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LOW POINT
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DRAINAGE AREA IDENTIFICATION
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REFERENCE DATA
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(5) 100-YR RAINFALL INTENSITY EASTSIDE REGION INTENSITY EQUATION 4-25
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(6) Q = C x A x I
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100YR
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100YR
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144.20
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(T +25.944)
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C
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I =
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0.9190
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100-YR
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L
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S
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T = 0.0078
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0.385
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C
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0.77
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NOTES
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SCALE: 1"=500'
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500'
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0
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1. FOR CONTRACTOR'S INFORMATION ONLY. FOR CONTRACTOR'S INFORMATION ONLY. 2. *STORMWATER RUNOFF GENERATED WAS OBTAINED FROM THE ESTATES AT *STORMWATER RUNOFF GENERATED WAS OBTAINED FROM THE ESTATES AT EMERALD PARK UNIT 2 SUBDIVISION IMPROVEMENT PLANS AS-BUILTS. 3. **STORMWATER RUNOFF GENERATED WAS OBTAINED FROM EMERALD SPRINGS **STORMWATER RUNOFF GENERATED WAS OBTAINED FROM EMERALD SPRINGS SUBDIVISION IMPROVEMENTS PLANS AS-BUILTS. 4. STORMWATER RUNOFF GENERATED FORM DA-4, DA-5, AND DA-6 WAS TAKEN STORMWATER RUNOFF GENERATED FORM DA-4, DA-5, AND DA-6 WAS TAKEN INTO ACCOUNT FROM EMERALD SPRINGS RETREAT SUBDIVISION IMPROVEMENT PLANS AS-BUILTS.
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BY
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ENGINEER'S SEAL
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SCALE
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OF
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SHEET
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DATE
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ENGINEER'S NOTE
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PROJECT NAME
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
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DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
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1
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2
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TYPICLA DETAILS
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C7.0
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1
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C7.0
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%%U ASPHALT HMAC PAVEMENT
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SCALE: 1"= 1'-0"
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EXISTING NATIVE SOILS
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EXCAVATION NEAT LINE
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31 05 13 SUBGRADE
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32 11 23 CRUSHED STONE BASE COURSE
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32 12 16 HOT MIX ASPHALT CONCRETE (HMAC) TYPE C
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ASPHALT PAVEMENT (HMAC) TYPE C NEAT LINE
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2
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%%U REINFORCED CONCRETE PAVEMENT
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SCALE: 1"= 1'-0"
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31 0513 SUBGRADE
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32 1313 REINFORCED JOINTED CONCRETE PAVEMENT SEE SHEETS C7.2 AND C9.0C7.2 AND C9.0 AND C9.0C9.0
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%%UGENERAL NOTES:
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1. CONTRACTOR TO PREPARE A CONSTRUCTION JOINT PLAN AND SUBMIT IT TO ENGINEER FOR REVIEW AND APPROVAL.
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EXISTING NATIVE SOILS
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%%USTANDARD 6" CURB
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32 13 13 NEW CONCRETE PAVEMENT STRUCTURE SEE DETAILS ON THIS SHEET
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2"R
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%%U MONOLITHIC CONCRETE CURB DETAIL
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4
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C7.0
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31 0513 SUBGRADE
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3/4" R
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CONTINUOUS #3 REBAR
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#4 REBAR 4'-0" O.C.
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EXISTING NATIVE SOILS
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EXISTING NATIVE SOILS
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32 13 13
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32 13 13
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32 1313
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SCALE: AS SHOWN
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C7.0
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%%U METAL SWING GATE
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3
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C7.0
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%%U TO EXISTING ASPHALT PAVEMENT
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SCALE: 1"=1'-0"
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TYPICAL CONCRETE PAVEMENT JOINT
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EXISTING NATIVE SOILS
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31 0513 SUBGRADE
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32 13 13 NEW CONTINUOUSLY REINFORCED CONCRETE PAVEMENT STRUCTURE. SEE DETAILS ON SHEET C7.2, C8.0, C7.2, C8.0, , C8.0, C8.0, , C8.1, AND C9.0, AND C9.0C9.0
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NEW ASPHALT PAVEMENT
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EXISTING ASPHALT PAVEMENT
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C7.0
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NO.
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OF
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SHEET
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REVISION REMARKS
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DATE
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ENGINEER'S NOTE
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PROJECT NAME
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
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DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
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TYPICAL DETAILS
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C7.1
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SCALE: AS SHOWN
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C7.1
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%%U GUARD RAIL DETAIL
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C7.1
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%%U METAL GUARD POST DETAIL
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NO TRESPASSING WARNING SIGN 2-43
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VIOLATORS WILL BE PROSECUTED
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COUNTY OF EL PASO
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30"
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1 3/4"
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3 1/2"
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1 1/2"
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3 1/2"
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1 1/2"
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1 1/2"
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3 1/2"
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1 1/2"
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3 1/2"
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1 3/4"
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6 1/2"
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30"
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1"
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3"
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1"
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3 1/2"
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3/4" WIDE LETTERS
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WHITE ON BLACK
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BACKGROUND
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5/8" WIDE LETTERS
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WHITE ON BLACK
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BACKGROUND
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3/4" WIDE LETTERS
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WHITE ON BLACK
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BACKGROUND
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5/8" WIDE LETTERS
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WHITE ON BLACK
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BACKGROUND
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BLACK LETTERS ON
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WHITE BACKGROUND
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3/4" WIDE BORDER
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(WHITE)
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%%UNO TRESPASSING WARNING SIGN
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SCALE: AS SHOWN
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3
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C7.1
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%%U NO TRESPASSING SIGN DETAIL
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GENERAL NOTES:
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1. THE TYPE OF POST (STEEL POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF THE TYPE OF POST (STEEL POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF TYPE OF POST (STEEL POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF TYPE OF POST (STEEL POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF OF POST (STEEL POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF OF POST (STEEL POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF POST (STEEL POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF POST (STEEL POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF (STEEL POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF (STEEL POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF POST) WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF WILL BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF IN THE PLANS. THE EXACT POSITION OF MBGF IN THE PLANS. THE EXACT POSITION OF MBGF THE PLANS. THE EXACT POSITION OF MBGF THE PLANS. THE EXACT POSITION OF MBGF PLANS. THE EXACT POSITION OF MBGF PLANS. THE EXACT POSITION OF MBGF THE EXACT POSITION OF MBGF THE EXACT POSITION OF MBGF EXACT POSITION OF MBGF EXACT POSITION OF MBGF POSITION OF MBGF POSITION OF MBGF OF MBGF OF MBGF MBGF MBGF SHALL BE SHOWN IN THE PLANS OR AS DIRECTED BY THE ENGINEER. STEEL POSTS TO BE PLANS OR AS DIRECTED BY THE ENGINEER. STEEL POSTS TO BE OR AS DIRECTED BY THE ENGINEER. STEEL POSTS TO BE OR AS DIRECTED BY THE ENGINEER. STEEL POSTS TO BE AS DIRECTED BY THE ENGINEER. STEEL POSTS TO BE AS DIRECTED BY THE ENGINEER. STEEL POSTS TO BE DIRECTED BY THE ENGINEER. STEEL POSTS TO BE DIRECTED BY THE ENGINEER. STEEL POSTS TO BE BY THE ENGINEER. STEEL POSTS TO BE BY THE ENGINEER. STEEL POSTS TO BE THE ENGINEER. STEEL POSTS TO BE THE ENGINEER. STEEL POSTS TO BE ENGINEER. STEEL POSTS TO BE ENGINEER. STEEL POSTS TO BE STEEL POSTS TO BE STEEL POSTS TO BE POSTS TO BE POSTS TO BE TO BE TO BE BE BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING SPEC." 2. RAIL ELEMENT SHALL MEET THE REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD RAIL ELEMENT SHALL MEET THE REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD ELEMENT SHALL MEET THE REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD ELEMENT SHALL MEET THE REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD SHALL MEET THE REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD SHALL MEET THE REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD MEET THE REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD MEET THE REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD THE REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD THE REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD REQUIREMENTS OF SPEC NO. 05 53 00," METAL BEAM GUARD OF SPEC NO. 05 53 00," METAL BEAM GUARD OF SPEC NO. 05 53 00," METAL BEAM GUARD SPEC NO. 05 53 00," METAL BEAM GUARD SPEC NO. 05 53 00," METAL BEAM GUARD NO. 05 53 00," METAL BEAM GUARD NO. 05 53 00," METAL BEAM GUARD 05 53 00," METAL BEAM GUARD 05 53 00," METAL BEAM GUARD 53 00," METAL BEAM GUARD 53 00," METAL BEAM GUARD 00," METAL BEAM GUARD 00," METAL BEAM GUARD METAL BEAM GUARD METAL BEAM GUARD BEAM GUARD BEAM GUARD GUARD GUARD FENCE" EXCEPT AS MODIFIED IN THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF EXCEPT AS MODIFIED IN THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF EXCEPT AS MODIFIED IN THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF AS MODIFIED IN THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF AS MODIFIED IN THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF MODIFIED IN THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF MODIFIED IN THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF IN THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF IN THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF CONTRACTOR MAY FURNISH RAIL ELEMENTS OF CONTRACTOR MAY FURNISH RAIL ELEMENTS OF MAY FURNISH RAIL ELEMENTS OF MAY FURNISH RAIL ELEMENTS OF FURNISH RAIL ELEMENTS OF FURNISH RAIL ELEMENTS OF RAIL ELEMENTS OF RAIL ELEMENTS OF ELEMENTS OF ELEMENTS OF OF OF 25'- 0", OR 12'- 6" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" 0", OR 12'- 6" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" 0", OR 12'- 6" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" OR 12'- 6" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" OR 12'- 6" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" 12'- 6" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" 12'- 6" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" 6" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" 6" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-11/2" MAY HAVE SLOTTED HOLES AT 3'-11/2" MAY HAVE SLOTTED HOLES AT 3'-11/2" HAVE SLOTTED HOLES AT 3'-11/2" HAVE SLOTTED HOLES AT 3'-11/2" SLOTTED HOLES AT 3'-11/2" SLOTTED HOLES AT 3'-11/2" HOLES AT 3'-11/2" HOLES AT 3'-11/2" AT 3'-11/2" AT 3'-11/2" 3'-11/2" 3'-11/2" C-C OR 6'-3" C-C. A SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE OR 6'-3" C-C. A SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE OR 6'-3" C-C. A SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE 6'-3" C-C. A SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE 6'-3" C-C. A SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE C-C. A SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE C-C. A SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE A SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE A SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE A SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE MAY BE MANUFACTURED TO ACCOMMODATE THE MAY BE MANUFACTURED TO ACCOMMODATE THE BE MANUFACTURED TO ACCOMMODATE THE BE MANUFACTURED TO ACCOMMODATE THE MANUFACTURED TO ACCOMMODATE THE MANUFACTURED TO ACCOMMODATE THE TO ACCOMMODATE THE TO ACCOMMODATE THE ACCOMMODATE THE ACCOMMODATE THE THE THE DOWNSTREAM ANCHOR TERMINAL (DAT) AND THE TRANSITION SECTIONS OF GUARDRAIL. 3. BUTTON HEAD "POST" BOLTS (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH BUTTON HEAD "POST" BOLTS (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH HEAD "POST" BOLTS (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH HEAD "POST" BOLTS (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH "POST" BOLTS (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH "POST" BOLTS (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH BOLTS (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH BOLTS (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH BE OF SUFFICIENT LENGTH TO EXTEND THROUGH BE OF SUFFICIENT LENGTH TO EXTEND THROUGH OF SUFFICIENT LENGTH TO EXTEND THROUGH OF SUFFICIENT LENGTH TO EXTEND THROUGH SUFFICIENT LENGTH TO EXTEND THROUGH SUFFICIENT LENGTH TO EXTEND THROUGH LENGTH TO EXTEND THROUGH LENGTH TO EXTEND THROUGH TO EXTEND THROUGH TO EXTEND THROUGH EXTEND THROUGH EXTEND THROUGH THROUGH THROUGH THE FULL THICKNESS OF THE NUT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT FULL THICKNESS OF THE NUT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT FULL THICKNESS OF THE NUT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT THICKNESS OF THE NUT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT THICKNESS OF THE NUT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT OF THE NUT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT OF THE NUT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT THE NUT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT THE NUT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT NUT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT NUT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT (ASTM A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT A563) AND TYPE A (1 3/4" O.D.) WASHER AND NOT AND TYPE A (1 3/4" O.D.) WASHER AND NOT AND TYPE A (1 3/4" O.D.) WASHER AND NOT TYPE A (1 3/4" O.D.) WASHER AND NOT TYPE A (1 3/4" O.D.) WASHER AND NOT A (1 3/4" O.D.) WASHER AND NOT A (1 3/4" O.D.) WASHER AND NOT (1 3/4" O.D.) WASHER AND NOT (1 3/4" O.D.) WASHER AND NOT 3/4" O.D.) WASHER AND NOT 3/4" O.D.) WASHER AND NOT O.D.) WASHER AND NOT O.D.) WASHER AND NOT WASHER AND NOT WASHER AND NOT AND NOT AND NOT NOT NOT MORE THAN 1" BEYOND IT. BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" THAN 1" BEYOND IT. BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" THAN 1" BEYOND IT. BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" 1" BEYOND IT. BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" 1" BEYOND IT. BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" BEYOND IT. BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" BEYOND IT. BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" IT. BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" IT. BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" HEAD "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" "SPLICE" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" BOLTS (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" (ASTM A307) ARE 5/8" x 1 1/4" (OR 2" A307) ARE 5/8" x 1 1/4" (OR 2" A307) ARE 5/8" x 1 1/4" (OR 2" ARE 5/8" x 1 1/4" (OR 2" ARE 5/8" x 1 1/4" (OR 2" 5/8" x 1 1/4" (OR 2" 5/8" x 1 1/4" (OR 2" x 1 1/4" (OR 2" x 1 1/4" (OR 2" 1 1/4" (OR 2" 1 1/4" (OR 2" 1/4" (OR 2" 1/4" (OR 2" (OR 2" (OR 2" 2" 2" LONG AT TRIPLE RAIL SPLICES) WITH A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM AT TRIPLE RAIL SPLICES) WITH A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM AT TRIPLE RAIL SPLICES) WITH A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM TRIPLE RAIL SPLICES) WITH A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM TRIPLE RAIL SPLICES) WITH A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM RAIL SPLICES) WITH A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM RAIL SPLICES) WITH A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM SPLICES) WITH A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM SPLICES) WITH A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM WITH A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM WITH A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM A 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM 5/8" DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM DOUBLE RECESSED NUT (ASTM A563). THRIE BEAM RECESSED NUT (ASTM A563). THRIE BEAM RECESSED NUT (ASTM A563). THRIE BEAM NUT (ASTM A563). THRIE BEAM NUT (ASTM A563). THRIE BEAM (ASTM A563). THRIE BEAM (ASTM A563). THRIE BEAM A563). THRIE BEAM A563). THRIE BEAM THRIE BEAM THRIE BEAM BEAM BEAM "CONNECTION" 7/8" DIA. (ASTM A325) HEX BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND 7/8" DIA. (ASTM A325) HEX BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND 7/8" DIA. (ASTM A325) HEX BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND DIA. (ASTM A325) HEX BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND DIA. (ASTM A325) HEX BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND (ASTM A325) HEX BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND (ASTM A325) HEX BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND A325) HEX BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND A325) HEX BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND HEX BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND HEX BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND SHALL BE OF SUFFICIENT LENGTH TO EXTEND SHALL BE OF SUFFICIENT LENGTH TO EXTEND BE OF SUFFICIENT LENGTH TO EXTEND BE OF SUFFICIENT LENGTH TO EXTEND OF SUFFICIENT LENGTH TO EXTEND OF SUFFICIENT LENGTH TO EXTEND SUFFICIENT LENGTH TO EXTEND SUFFICIENT LENGTH TO EXTEND LENGTH TO EXTEND LENGTH TO EXTEND TO EXTEND TO EXTEND EXTEND EXTEND THROUGH THE FULL THICKNESS OF THE RAIL, WASHERS, AND NUTS. 4. FITTINGS (BOLTS, NUTS, AND WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING FITTINGS (BOLTS, NUTS, AND WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING (BOLTS, NUTS, AND WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING (BOLTS, NUTS, AND WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING NUTS, AND WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING NUTS, AND WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING AND WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING AND WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING SHALL BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING BE GALVANIZED IN ACCORDANCE WITH "GALVANIZING GALVANIZED IN ACCORDANCE WITH "GALVANIZING GALVANIZED IN ACCORDANCE WITH "GALVANIZING IN ACCORDANCE WITH "GALVANIZING IN ACCORDANCE WITH "GALVANIZING ACCORDANCE WITH "GALVANIZING ACCORDANCE WITH "GALVANIZING WITH "GALVANIZING WITH "GALVANIZING "GALVANIZING "GALVANIZING "GALVANIZING SPEC." FITTINGS SHALL BE SUBSIDIARY TO THE BID ITEM. 5. CROWN SHALL BE WIDENED TO ACCOMMODATE THE METAL BEAM GUARD FENCE. CROWN SHALL BE WIDENED TO ACCOMMODATE THE METAL BEAM GUARD FENCE. 6. THE LATERAL APPROACH TO THE GUARD FENCE, SHALL HAVE A MAXIMUM SLOPE OF 1V:10H. THE LATERAL APPROACH TO THE GUARD FENCE, SHALL HAVE A MAXIMUM SLOPE OF 1V:10H. 7. IF SHOWN ELSEWHERE IN THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY IF SHOWN ELSEWHERE IN THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY SHOWN ELSEWHERE IN THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY SHOWN ELSEWHERE IN THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY ELSEWHERE IN THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY ELSEWHERE IN THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY IN THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY IN THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY BY THE ENGINEER, THE GUARD FENCE MAY BY THE ENGINEER, THE GUARD FENCE MAY THE ENGINEER, THE GUARD FENCE MAY THE ENGINEER, THE GUARD FENCE MAY ENGINEER, THE GUARD FENCE MAY ENGINEER, THE GUARD FENCE MAY THE GUARD FENCE MAY THE GUARD FENCE MAY GUARD FENCE MAY GUARD FENCE MAY FENCE MAY FENCE MAY MAY MAY BE FLARED AT A RATE OF 25:1 OR FLATTER. 8. UNLESS OTHERWISE SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL UNLESS OTHERWISE SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL OTHERWISE SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL OTHERWISE SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL FENCE PLACED IN THE VICINITY OF CURBS SHALL FENCE PLACED IN THE VICINITY OF CURBS SHALL PLACED IN THE VICINITY OF CURBS SHALL PLACED IN THE VICINITY OF CURBS SHALL IN THE VICINITY OF CURBS SHALL IN THE VICINITY OF CURBS SHALL THE VICINITY OF CURBS SHALL THE VICINITY OF CURBS SHALL VICINITY OF CURBS SHALL VICINITY OF CURBS SHALL OF CURBS SHALL OF CURBS SHALL CURBS SHALL CURBS SHALL SHALL SHALL BE POSITIONED SO THAT THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF POSITIONED SO THAT THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF POSITIONED SO THAT THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF SO THAT THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF SO THAT THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF THAT THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF THAT THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF DIRECTLY BELOW OR BEHIND THE FACE OF DIRECTLY BELOW OR BEHIND THE FACE OF BELOW OR BEHIND THE FACE OF BELOW OR BEHIND THE FACE OF OR BEHIND THE FACE OF OR BEHIND THE FACE OF BEHIND THE FACE OF BEHIND THE FACE OF THE FACE OF THE FACE OF FACE OF FACE OF OF OF THE RAIL. RAIL PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED RAIL. RAIL PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED RAIL. RAIL PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED RAIL PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED RAIL PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED BE INSTALLED SO THAT THE POST BOLT IS LOCATED BE INSTALLED SO THAT THE POST BOLT IS LOCATED INSTALLED SO THAT THE POST BOLT IS LOCATED INSTALLED SO THAT THE POST BOLT IS LOCATED SO THAT THE POST BOLT IS LOCATED SO THAT THE POST BOLT IS LOCATED THAT THE POST BOLT IS LOCATED THAT THE POST BOLT IS LOCATED THE POST BOLT IS LOCATED THE POST BOLT IS LOCATED POST BOLT IS LOCATED POST BOLT IS LOCATED BOLT IS LOCATED BOLT IS LOCATED IS LOCATED IS LOCATED LOCATED LOCATED APPROXIMATELY 25 INCHES ABOVE THE GUTTER PAN OR EDGE OF SHOULDER. 9. IF SOLID ROCK IS ENCOUNTERED WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, IF SOLID ROCK IS ENCOUNTERED WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, SOLID ROCK IS ENCOUNTERED WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, SOLID ROCK IS ENCOUNTERED WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, ROCK IS ENCOUNTERED WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, ROCK IS ENCOUNTERED WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, IS ENCOUNTERED WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, IS ENCOUNTERED WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, ENCOUNTERED WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, ENCOUNTERED WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, 0 TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, TO 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, 18" OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, OF THE FINISHED GRADE, DRILL A 22" DIA. HOLE, THE FINISHED GRADE, DRILL A 22" DIA. HOLE, THE FINISHED GRADE, DRILL A 22" DIA. HOLE, FINISHED GRADE, DRILL A 22" DIA. HOLE, FINISHED GRADE, DRILL A 22" DIA. HOLE, GRADE, DRILL A 22" DIA. HOLE, GRADE, DRILL A 22" DIA. HOLE, DRILL A 22" DIA. HOLE, DRILL A 22" DIA. HOLE, A 22" DIA. HOLE, A 22" DIA. HOLE, 22" DIA. HOLE, 22" DIA. HOLE, DIA. HOLE, DIA. HOLE, HOLE, HOLE, OR DRILL TWO 12" DIA. FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK DRILL TWO 12" DIA. FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK DRILL TWO 12" DIA. FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK TWO 12" DIA. FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK TWO 12" DIA. FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK 12" DIA. FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK 12" DIA. FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK DIA. FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK DIA. FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK TO BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK BACK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK OVERLAPPING HOLES, 24" INTO THE ROCK. IF SOLID ROCK HOLES, 24" INTO THE ROCK. IF SOLID ROCK HOLES, 24" INTO THE ROCK. IF SOLID ROCK 24" INTO THE ROCK. IF SOLID ROCK 24" INTO THE ROCK. IF SOLID ROCK INTO THE ROCK. IF SOLID ROCK INTO THE ROCK. IF SOLID ROCK THE ROCK. IF SOLID ROCK THE ROCK. IF SOLID ROCK ROCK. IF SOLID ROCK ROCK. IF SOLID ROCK IF SOLID ROCK IF SOLID ROCK SOLID ROCK SOLID ROCK ROCK ROCK IS ENCOUNTERED BELOW 18", DRILL A 12" DIA. HOLE, 12" INTO THE ROCK OR TO THE STANDARD INTO THE ROCK OR TO THE STANDARD THE ROCK OR TO THE STANDARD THE ROCK OR TO THE STANDARD ROCK OR TO THE STANDARD ROCK OR TO THE STANDARD OR TO THE STANDARD OR TO THE STANDARD TO THE STANDARD TO THE STANDARD THE STANDARD THE STANDARD STANDARD STANDARD EMBEDMENT DEPTH, WHICHEVER MAYBE LESS. ANY EXCESS POST LENGTH, AFTER MEETING THESE DEPTH, WHICHEVER MAYBE LESS. ANY EXCESS POST LENGTH, AFTER MEETING THESE DEPTH, WHICHEVER MAYBE LESS. ANY EXCESS POST LENGTH, AFTER MEETING THESE WHICHEVER MAYBE LESS. ANY EXCESS POST LENGTH, AFTER MEETING THESE WHICHEVER MAYBE LESS. ANY EXCESS POST LENGTH, AFTER MEETING THESE MAYBE LESS. ANY EXCESS POST LENGTH, AFTER MEETING THESE MAYBE LESS. ANY EXCESS POST LENGTH, AFTER MEETING THESE LESS. ANY EXCESS POST LENGTH, AFTER MEETING THESE LESS. ANY EXCESS POST LENGTH, AFTER MEETING THESE ANY EXCESS POST LENGTH, AFTER MEETING THESE ANY EXCESS POST LENGTH, AFTER MEETING THESE EXCESS POST LENGTH, AFTER MEETING THESE EXCESS POST LENGTH, AFTER MEETING THESE EXCESS POST LENGTH, AFTER MEETING THESE POST LENGTH, AFTER MEETING THESE POST LENGTH, AFTER MEETING THESE LENGTH, AFTER MEETING THESE LENGTH, AFTER MEETING THESE AFTER MEETING THESE AFTER MEETING THESE MEETING THESE MEETING THESE THESE THESE DEPTHS, MAY BE FIELD CUT TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A MAY BE FIELD CUT TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A MAY BE FIELD CUT TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A BE FIELD CUT TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A BE FIELD CUT TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A FIELD CUT TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A FIELD CUT TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A CUT TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A CUT TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH A MOUNTING HEIGHT. BACKFILL WITH A MOUNTING HEIGHT. BACKFILL WITH A HEIGHT. BACKFILL WITH A HEIGHT. BACKFILL WITH A BACKFILL WITH A BACKFILL WITH A WITH A WITH A A A COHESION LESS MATERIAL. 10. POSTS SHALL NOT BE SET IN CONCRETE, OF ANY DEPTH. POSTS SHALL NOT BE SET IN CONCRETE, OF ANY DEPTH. 11. SPECIAL FABRICATION WILL BE REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN SPECIAL FABRICATION WILL BE REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN FABRICATION WILL BE REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN FABRICATION WILL BE REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN WILL BE REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN WILL BE REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN BE REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN BE REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN AT INSTALLATIONS HAVING A CURVATURE OF LESS THAN INSTALLATIONS HAVING A CURVATURE OF LESS THAN INSTALLATIONS HAVING A CURVATURE OF LESS THAN HAVING A CURVATURE OF LESS THAN HAVING A CURVATURE OF LESS THAN A CURVATURE OF LESS THAN A CURVATURE OF LESS THAN CURVATURE OF LESS THAN CURVATURE OF LESS THAN OF LESS THAN OF LESS THAN LESS THAN LESS THAN THAN THAN 150 FT. RADIUS. 12. THE DETAIL SHOWN IS THE MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A THE DETAIL SHOWN IS THE MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A DETAIL SHOWN IS THE MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A DETAIL SHOWN IS THE MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A SHOWN IS THE MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A SHOWN IS THE MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A IS THE MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A IS THE MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A THE MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A THE MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A MINIMUM LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A LENGTH OF NEED (LON) FOR A DAT CONNECTED TO A OF NEED (LON) FOR A DAT CONNECTED TO A OF NEED (LON) FOR A DAT CONNECTED TO A NEED (LON) FOR A DAT CONNECTED TO A NEED (LON) FOR A DAT CONNECTED TO A (LON) FOR A DAT CONNECTED TO A (LON) FOR A DAT CONNECTED TO A FOR A DAT CONNECTED TO A FOR A DAT CONNECTED TO A A DAT CONNECTED TO A A DAT CONNECTED TO A DAT CONNECTED TO A DAT CONNECTED TO A CONNECTED TO A CONNECTED TO A TO A TO A A A CONCRETE RAIL. 13. HALF ANGLE BRACKET. THE RAIL ELEMENT IS NOT ATTACHED TO THE END POST. HALF ANGLE BRACKET. THE RAIL ELEMENT IS NOT ATTACHED TO THE END POST. 14. THE FOUNDATION TUBES SHALL NOT PROJECT MORE THAN 3 3/4" ABOVE THE FINISHED GRADE. THE FOUNDATION TUBES SHALL NOT PROJECT MORE THAN 3 3/4" ABOVE THE FINISHED GRADE. 15. ALL HARDWARE FOR DAT SHALL BE ASTM A307 UNLESS OTHERWISE SHOWN.ALL HARDWARE FOR DAT SHALL BE ASTM A307 UNLESS OTHERWISE SHOWN.
F:\19146\DWG\09_19146 - C7.0_DWG_TYPICAL DETAILS.dwg Time:Sep21,2020-10:17am Login:edgar
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JOB No.
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DesignDivisionStandard
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9/21
/202
0
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
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SCALE
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ENGINEER'S NOTE
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OF
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SHEET
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REVISION REMARKS
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DATE
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ENGINEER'S NOTE
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PROJECT NAME
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
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DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
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2
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2
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TYPICAL DETAILS
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C7.2
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SCALE: AS SHOWN
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1
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C7.2
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%%U CONTINUOUSLY REINFORCED CONCRETE PAVEMENT DETAIL
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DN:
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CK:
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DW:
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CK:
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FILE:
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JOB
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COUNTY
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SECT
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DIST
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HIGHWAY
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SHEET NO.
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CONT
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TxDOT
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CRCP(1)-17
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REVISED JULY, 2013 (VP)
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AN
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crcp117.dgn
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REVISIONS
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10/10/2011 ADD GN #12
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04/09/2013 REMOVE 6" AND 6.5"
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ADD CTE REQUIREMENTS
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ONE LAYER STEEL BAR PLACEMENT T - 7 to 13 INCHES
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SHEET 1 OF 2
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REGULAR
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SLAB THICKNESS AND BAR SIZE
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T (IN.)
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BAR SIZE
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SPACING
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2 x c
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(IN.)
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SPACING
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c
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(IN.)
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LENGTH
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L
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(IN.)
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#5
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3 TO 4
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TABLE NO.1 LONGITUDINAL STEEL
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13
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STEEL BARS
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FIRST SPACING AT EDGE OR JOINT
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50
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7.0
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6.5
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Z
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Y
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Y
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Z
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TRAVEL LANE
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OR SHOULDER
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TRAVEL LANE
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TRAVEL LANE
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TRAVEL LANE
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OR SHOULDER
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PAVEMENT OR
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SHOULDER EDGE
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PAVEMENT OR
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TRANSVERSE
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LONGITUDINAL
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c
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c
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c
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c
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SHOULDER EDGE
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X
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X
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STEEL
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STEEL
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SINGLE PIECE TIE BARS
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TIE BARS
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ADDITIONAL STEEL BARS AT TRANSVERSE CONSTRUCTION JOINT (SECTION X-X)
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TRANSVERSE STEEL
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TABLE NO.2 TRANSVERSE STEEL AND TIE BARS
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TIE BARS AT LONGITUDINAL CONSTRUCTION JOINT (SECTION Y-Y)
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TIE BARS AT LONGITUDINAL CONTRACTION JOINT (SECTION Z-Z)
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#5
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48
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BAR SIZE
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SPACING (IN.)
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SLAB THICKNESS (IN.)
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BAR SIZE
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BAR SIZE
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SPACING (IN.)
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SPACING (IN.)
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48
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24
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7.0 - 7.5
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c
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SPACING (IN.)
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TRANSVERSE BARS
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L
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2
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T
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2
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T
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ADDITIONAL STEEL BARS
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L=50"
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LONGITUDINAL BARS
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NO SPLICES ALLOWED WITHIN 10 FT OF THE JOINT.
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JOINT SEALING MATERIAL
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c
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c
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T
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2
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T
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c
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c
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LONGITUDINAL BARS
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TRANSVERSE BARS
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TIE BARS MAY BE IN SAME PLANE AS TRANSVERSE BARS
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25" FOR #6 BAR 21" FOR #5 BAR
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50" FOR #6 BAR, 42" FOR #5 BAR
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TIE BARS,SINGLE OR MULTIPLE-PIECE
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JOINT SEALING MATERIAL
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SAW CUT
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T
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2
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T
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c
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c
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c
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c
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TRANSVERSE BARS
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50" FOR #6 BAR, 42" FOR #5 BAR
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25" FOR #6 BAR 21" FOR #5 BAR
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SINGLE PIECE TIE BARS SHOULD BE IN SAME PLANE AS TRANSVERSE BARS FOR 7.0 IN. TO 9.5 IN. SLABS. MAY BE PLACED ABOVE LONGITUDINAL BARS FOR 10.0 IN. TO 13.0 IN. SLABS.
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JOINT SEALING MATERIAL
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c
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2
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2
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/
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2
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/
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c
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c
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LONGITUDINAL
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CONTRACTION JOINT
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LONGITUDINAL
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CONSTRUCTION JOINT
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LONGITUDINAL CONTRACTION JOINT
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SECTION Z - Z
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3
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T
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LONGITUDINAL BARS
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LONGITUDINAL
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c
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/
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2
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c
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/
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2
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TYPICAL PAVEMENT LAYOUT
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PLAN VIEW (NOT TO SCALE)
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LONGITUDINAL
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ADDITIONAL STEEL BARS
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TRANSVERSE
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CONSTRUCTION
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JOINT
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48"
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24"
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48"
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24"
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24"
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48"
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MIN.CLEAR
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2"
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DN:
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CK:
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DW:
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CK:
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FILE:
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JOB
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COUNTY
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SECT
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DIST
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HIGHWAY
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SHEET NO.
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CONT
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TxDOT
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CONTINUOUSLY_
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CRCP(1)-17
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REVISED JULY, 2013 (VP)
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AN
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crcp117.dgn
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REVISIONS
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CONCRETE_
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ONE LAYER STEEL BAR PLACEMENT T - 7 to 13 INCHES
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REGULAR
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SLAB THICKNESS AND BAR SIZE
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T (IN.)
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BAR SIZE
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SPACING 2 x c (IN.)
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SPACING c (IN.)
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LENGTH L (IN.)
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STEEL BARS
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FIRST SPACING AT EDGE OR JOINT
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#5
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3 TO 4
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50
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7.5
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15
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7.0
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ADDITIONAL STEEL BARS AT TRANSVERSE CONSTRUCTION JOINT (SECTION X-X)
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SPACING (IN.)
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EXPOSED EXISTING STEEL BARS
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IN THIS AREA, THE BREAKING OF THE EXISTING CONCRETE WILL BE ACCOMPLISHED BY LIGHTWEIGHT JACK HAMMERS AS APPROVED BY THE ENGINEER.
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OPTION B: BREAKBACK AND LAP
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PARTIAL DEPTH SAWCUT
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NEW LONGITUDINAL STEEL BARS
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EXISTING CRCP
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NEW CRCP
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T
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T/2
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EXISTING CRCP TO NEW CRCP
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TRANSVERSE TIE JOINT DETAIL
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MIN.36"
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EDGE OF CRCP PAVEMENT
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OR LONGITUDINAL JOINT
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EXISTING CRCP
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MIN.10"
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NEW CRCP
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MIN.30"
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TRANSVERSE CONSTRUCTION JOINT
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PLAN VIEW ( NOT TO SCALE)
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OPTION A: DRILL AND EPOXY
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FREE LONGITUDINAL JOINT DETAIL
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CONCRETE
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PAVEMENT
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VARIES
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SEE CONCRETE BARRIER STANDARD FOR ANCHORAGE DETAILS. ALL TIE BARS IN ANY CONTINUOUS PIECE OF CONCRETE TRAFFIC BARRIER SHALL BE ON THE SAME SIDE OF THE JOINT.
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TWO LAYERS OF 30 LB ROOFING FELT OR 1/2" PREFORMED BITUMINOUS FIBER MATERIAL MAY BE USED ON THE FREE SIDE OF JOINT.
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CAST-IN-PLACE CONCRETE TRAFFIC BARRIER
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1/2" MIN. ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO ASTM D 994.
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LONGITUDINAL WIDENING JOINT DETAIL
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CONCRETE CURB TO BE
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REMOVED (IF APPLICABLE)
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MIN
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EXISTING PAVEMENT EDGE PROPOSED PAVEMENT
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JOINT SEALING MATERIAL
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10"
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25" FOR #6 BAR
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21" FOR #5 BAR
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TIE BARS
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TYPE III,CLASS C EPOXY
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DRILL & GROUT WITH
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1.BEFORE WIDENING WORK, DEMONSTRATE THAT THE BOND STRENGTH OF THE EPOXY-GROUTED TIE BARS MEETS THE REQUIREMENTS OF PULL-OUT TEST SPECIFIED IN ITEM 361. 2.SPACE TIE BARS AT 24" SPACING. USE #6 TIE BARS FOR 8" AND THICKER SLABS, USE #5 TIE BARS FOR LESS THAN 8" THICK SLABS.
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T
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T/2
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1 " EXPANSION JOINT (SEE NOTE 12)
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TRANSVERSE EXPANSION JOINT DETAIL
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AT BRIDGE APPROACH
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CONCRETE PAVEMENT
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T
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T
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HMAC(UNDERLAYMENT)
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BRIDGE APPROACH SLAB
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SAWED CONTRACTION JOINTS T/3 SAW CUT DEPTH
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10 FT
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15 FT
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TWO LAYERS 30 LB ROOFING FELT
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2"
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LOCATION OF THE JOINT WILL BE AS DIRECTED BY THE ENGINEER.
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FREE LONGITUDINAL JOINT (JOINT WITHOUT TIE BARS)
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EDGE OF CRCP PAVEMENT OR LONGITUDINAL JOINT
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12-FT WIDTH BY 2-FT LENGTH
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12-FT WIDTH BY 2-FT LENGTH
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STAGGER THE LAP LOCATIONS SO THAT NO MORE THAN 1/3 OF THE LONGITUDINAL STEEL IS SPLICED IN ANY GIVEN 12-FT. WIDTH AND 2-FT. LENGTH OF THE PAVEMENT. ANY OTHER LAP CONFIGURATION MEETING THIS REQUIREMENT WILL BE ALLOWED.
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EXAMPLES OF LAP CONFIGURATION
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PLAN VIEW ( NOT TO SCALE)
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LONGITUDINAL REINFORCING STEEL SPLICES
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DRILL AND GROUT WITH TYPE III, CLASS C EPOXY. DEMONSTRATE THAT THE BOND STRENGTH OF THE EPOXY-GROUTED LONGITUDINAL BARS MEETS THE REQUIREMENTS OF PULL-OUT TEST SPECIFIED IN ITEM 361.
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SHEET 2 OF 2
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HC
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LONGITUDINAL CONSTRUCTION JOINT
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SECTION Y - Y
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TRANSVERSE CONSTRUCTION JOINT
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SECTION X - X
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CONTRACTION JOINT
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CONSTRUCTION JOINT
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DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use.
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-6
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GENERAL NOTES
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-6
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C TxDOT:
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05/05/2017 CoTE AS RATED 4.3
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a
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a
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a
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a
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a
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a
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C TxDOT:
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HC
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a
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1. DETAILS FOR PAVEMENT WIDTH, PAVEMENT THICKNESS AND THE CROWN CROSS-SLOPE SHALL BE SHOWN ELSEWHERE IN THE PLANS. PAVEMENTS WIDER THAN 100 FT. WITHOUT A FREE LONGITUDINAL JOINT ARE NOT COVERED BY THIS STANDARD. 2. USE COARSE AGGREGATES WITH A RATED COEFFICIENT OF THERMAL EXPANSION (CoTE) OF NOT MORE THAN 5.5 x 10 IN/IN/ ^F AS F AS LISTED IN THE CONCRETE RATED SOURCE QUALITY CATALOG (CRSQC). 3. ALL THE REINFORCING STEEL AND TIE BARS SHALL BE DEFORMED STEEL BARS CONFORMING TO ASTM A 615 (GRADE 60) OR ASTM A 996 (GRADE 60) OR ABOVE. STEEL BAR SIZES AND SPACING SHALL CONFORM TO TABLE NO.1 AND TABLE NO.2. 4. WHEN COARSE AGGREGATE WITH A RATED CoTE OF NOT MORE THAN 4.3 x 10 IN/IN/ ^F IS USED, TABLE NO.1A MAY BE USED FOR F IS USED, TABLE NO.1A MAY BE USED FOR LONGITUDINAL STEEL AS APPROVED BY THE ENGINEER. 5. STEEL BAR PLACEMENT TOLERANCE SHALL BE +/- 1 IN. HORIZONTALLY AND +/- 0.5 IN. VERTICALLY. CALCULATED AVERAGE BAR SPACING (CONCRETE PLACEMENT WIDTH / NUMBER OF LONGITUDINAL BARS) SHALL CONFORM TO TABLE NO.1 OR TABLE NO.1A. 6. PAVEMENT WIDTHS OF MORE THAN 15 FT. SHALL HAVE A LONGITUDINAL JOINT (SECTION Z-Z OR SECTION Y-Y). THESE JOINTS SHALL BE LOCATED WITHIN 6 IN. OF THE LANE LINE UNLESS THE JOINT LOCATION IS SHOWN ELSEWHERE ON THE PLANS. 7. THE SAW CUT DEPTH FOR THE LONGITUDINAL CONTRACTION JOINT (SECTION Z-Z) SHALL BE ONE THIRD OF THE SLAB THICKNESS (T/3). 8. WHEN TYING CONCRETE GUTTER AT A LONGITUDINAL JOINT, THE TIE BAR LENGTH OR POSITION MAY BE ADJUSTED. PROVIDE 3 IN. OF CONCRETE COVER FROM THE BACK OF GUTTER TO THE END OF TIE BAR. 9. REPLACE MISSING OR DAMAGED TIE BARS WITHOUT ADDITIONAL COMPENSATION BY DRILLING MIN.10 IN. DEEP AND GROUTING TIE BARS WITH TYPE III, CLASS C EPOXY. MEET THE PULL-OUT TEST REQUIREMENTS IN ITEM 361. 10. OMIT TIE BARS LOCATED WITHIN 18-IN. OF THE TRANSVERSE CONSTRUCTION JOINTS (SECTION X-X). USE HAND-OPERATED IMMERSION VIBRATORS TO CONSOLIDATE THE CONCRETE ADJACENT TO ALL FORMED JOINTS. 11. LONGITUDINAL REINFORCING STEEL SPLICES SHALL BE A MINIMUM OF 25 IN. STAGGER THE LAP LOCATIONS SO THAT NO MORE THAN 1/3 OF THE LONGITUDINAL STEEL IS SPLICED IN ANY GIVEN 12-FT. WIDTH AND 2-FT. LENGTH OF THE PAVEMENT. 12. THE DETAIL FOR THE JOINT SEALANT AND RESERVOIR IS SHOWN ON STANDARD SHEET "CONCRETE PAVING DETAILS, JOINT SEALS."
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TABLE NO.1A LONGITUDINAL STEEL FOR LOW CoTE CONCRETE AS APPROVED BY THE ENGINEER
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VP/KM
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VP/KM
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May 2017
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May 2017
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PAVEMENT
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REINFORCED
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CONTINUOUSLY_
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CONCRETE_
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PAVEMENT
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REINFORCED
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SCALE: AS SHOWN
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2
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C7.2
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%%U CONCRETE JOINTS DETAIL
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E
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M
A N
A G
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E N
T
EL
PA
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NT
ON
IO
2505
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isso
uri A
ve.
El P
aso,
TX
799
03
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9196
01 M
cAlli
ster
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eway
#20
7, S
an A
nton
io T
X 7
8216
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553
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as B
oard
of P
rofe
ssio
nal E
ngin
eers
Reg
istr
atio
n N
o. F
-000
554
19-146
SEPT 2020
F.S./E.G.
E.G.
M.M.
F.S.
UPS
ALA
DR
IVE
DR
AIN
AG
EIM
PRO
VEM
ENTS
AS NOTED
N/A
9/21
/202
0
AutoCAD SHX Text
UPSALA DRIVE (60' ROW)
AutoCAD SHX Text
3.8% SLOPE
AutoCAD SHX Text
0.6% SLOPE
AutoCAD SHX Text
2.0% SLOPE
AutoCAD SHX Text
UPSALA DRIVE C
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L
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#5 @ 12" O.C. VERTICAL E.F.
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NEW 8" TO 12" LOOSE ROCK RIP-RAP
AutoCAD SHX Text
NEW REINFORCED CONCRETE
AutoCAD SHX Text
#5 @ 12" O.C. VERTICAL E.F.
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NEW REINFORCED CONCRETE
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NEW REINFORCED CONCRETE PAVEMENT
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APPROXIMATE EXISTING GROUND
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COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS PER ASTM D1557
AutoCAD SHX Text
2
AutoCAD SHX Text
C7.0
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2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
C8.2
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NEW GUARD RAIL
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1
AutoCAD SHX Text
C7.1
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NEW 2.50' END WALL
AutoCAD SHX Text
NEW 2.50' END WALL
AutoCAD SHX Text
NEW REINFORCED CONCRETE
AutoCAD SHX Text
0.0% SLOPE
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APPROXIMATE EXISTING GROUND
AutoCAD SHX Text
NEW CONCRETE LINED SLOPES
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NEW CONCRETE LINED SLOPES
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NEW CONCRETE LINED MAINTENANCE ROAD
AutoCAD SHX Text
NEW CONCRETE LINED SLOPES
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COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS PER ASTM D1557
AutoCAD SHX Text
R.O.W.
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R.O.W.
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1.5
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1
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2
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1
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1.3
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1
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0.0% SLOPE
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2% SLOPE
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EXISTING 24" STORM SEWER PIPE (BEYOND)
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NEW 2.50' END WALL
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MATCH EXISTING GROUND
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MATCH EXISTING GROUND
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EXISTING WALL
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MATCH EXISTING GROUND
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
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SCALE
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ENGINEER'S NOTE
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OF
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SHEET
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REVISION REMARKS
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DATE
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ENGINEER'S NOTE
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PROJECT NAME
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FERNANDO SANCHEZ, P.E. #132581
AutoCAD SHX Text
ON SEPTEMBER 21, 2020
AutoCAD SHX Text
DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
AutoCAD SHX Text
THE RESPONSIBLE ENGINEER IS AN
AutoCAD SHX Text
OFFENSE UNDER THE
AutoCAD SHX Text
TEXAS ENGINEERING PRACTICE ACT"
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
DRAINAGE DETAILS
AutoCAD SHX Text
C8.0
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text
C8.0
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B
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SCALE: 1"=10'
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1
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C8.0
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%%U SECTION A
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SCALE: 1"=10'
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10
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0
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C8.0
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A
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SCALE: 1"=3'
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%%U SECTION B
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NOTES: : 1. CONCRETE LINING INVERT MUST MATCH MAINTENANCE GRADE CONCRETE LINING INVERT MUST MATCH MAINTENANCE GRADE LINING INVERT MUST MATCH MAINTENANCE GRADE LINING INVERT MUST MATCH MAINTENANCE GRADE INVERT MUST MATCH MAINTENANCE GRADE INVERT MUST MATCH MAINTENANCE GRADE MUST MATCH MAINTENANCE GRADE MUST MATCH MAINTENANCE GRADE MATCH MAINTENANCE GRADE MATCH MAINTENANCE GRADE MAINTENANCE GRADE MAINTENANCE GRADE GRADE GRADE AND WIDTH OF CHANNEL. 2. CONCRETE LINING SHALL BE PLACED 5' UPSTREAM AND 15' CONCRETE LINING SHALL BE PLACED 5' UPSTREAM AND 15' LINING SHALL BE PLACED 5' UPSTREAM AND 15' LINING SHALL BE PLACED 5' UPSTREAM AND 15' SHALL BE PLACED 5' UPSTREAM AND 15' SHALL BE PLACED 5' UPSTREAM AND 15' BE PLACED 5' UPSTREAM AND 15' BE PLACED 5' UPSTREAM AND 15' PLACED 5' UPSTREAM AND 15' PLACED 5' UPSTREAM AND 15' 5' UPSTREAM AND 15' 5' UPSTREAM AND 15' UPSTREAM AND 15' UPSTREAM AND 15' AND 15' AND 15' 15' 15' DOWNSTREAM OF LINE OF DISCHARGE PIPE (48" MAXIMUM). 3. ALL CONCRETE TO BE 3000 PSI @28 DAYS. ALL CONCRETE TO BE 3000 PSI @28 DAYS. 4. CHANNEL SECTIONS SHALL BE POURED MONOLITHICALLY FROM CHANNEL SECTIONS SHALL BE POURED MONOLITHICALLY FROM SECTIONS SHALL BE POURED MONOLITHICALLY FROM SECTIONS SHALL BE POURED MONOLITHICALLY FROM SHALL BE POURED MONOLITHICALLY FROM SHALL BE POURED MONOLITHICALLY FROM BE POURED MONOLITHICALLY FROM BE POURED MONOLITHICALLY FROM POURED MONOLITHICALLY FROM POURED MONOLITHICALLY FROM MONOLITHICALLY FROM MONOLITHICALLY FROM FROM FROM TOP OF SLOPE TO TOP OF SLOPE.
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03
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9196
01 M
cAlli
ster
Fre
eway
#20
7, S
an A
nton
io T
X 7
8216
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0) 3
14-3
553
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as B
oard
of P
rofe
ssio
nal E
ngin
eers
Reg
istr
atio
n N
o. F
-000
554
19-146
SEPT 2020
F.S./E.G.
E.G.
M.M.
F.S.
UPS
ALA
DR
IVE
DR
AIN
AG
EIM
PRO
VEM
ENTS
AS NOTED
N/A
9/21
/202
0
AutoCAD SHX Text
UPSALA DRIVE C
AutoCAD SHX Text
L
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APPROXIMATE EXISTING GROUND
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NEW REINFORCED CONCRETE PAVEMENT
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2
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C7.0
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NEW REINFORCED CONCRETE
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#5 @ 12" O.C. VERTICAL E.F.
AutoCAD SHX Text
#5 @ 12" O.C. VERTICAL E.F.
AutoCAD SHX Text
COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS PER ASTM D1557
AutoCAD SHX Text
1.1% SLOPE
AutoCAD SHX Text
MATCH PROPOSED GRADE WITH EXISTING GRADE
AutoCAD SHX Text
NEW GUARD RAIL
AutoCAD SHX Text
NEW REINFORCED CONCRETE
AutoCAD SHX Text
APPROXIMATE EXISTING GROUND
AutoCAD SHX Text
NEW CONCRETE LINED SLOPES
AutoCAD SHX Text
NEW CONCRETE LINED SLOPES
AutoCAD SHX Text
1.5
AutoCAD SHX Text
1
AutoCAD SHX Text
1.5
AutoCAD SHX Text
1
AutoCAD SHX Text
2% SLOPE
AutoCAD SHX Text
2% SLOPE
AutoCAD SHX Text
2.1% SLOPE
AutoCAD SHX Text
1.6% SLOPE
AutoCAD SHX Text
R.O.W.
AutoCAD SHX Text
R.O.W.
AutoCAD SHX Text
EXISTING FENCE
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COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS PER ASTM D1557
AutoCAD SHX Text
NEW 2.50' END WALL
AutoCAD SHX Text
NO.
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SHEET TITLE
AutoCAD SHX Text
BY
AutoCAD SHX Text
ENGINEER'S SEAL
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
ENGINEER'S NOTE
AutoCAD SHX Text
OF
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SHEET
AutoCAD SHX Text
REVISION REMARKS
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DATE
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ENGINEER'S NOTE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
FERNANDO SANCHEZ, P.E. #132581
AutoCAD SHX Text
ON SEPTEMBER 21, 2020
AutoCAD SHX Text
DOCUMENT WAS AUTHORIZED BY
AutoCAD SHX Text
"THE SEAL APPEARING ON THIS
AutoCAD SHX Text
ALTERATION OF A SEALED DOCUMENT
AutoCAD SHX Text
WITHOUT PROPER NOTIFICATION TO
AutoCAD SHX Text
THE RESPONSIBLE ENGINEER IS AN
AutoCAD SHX Text
OFFENSE UNDER THE
AutoCAD SHX Text
TEXAS ENGINEERING PRACTICE ACT"
AutoCAD SHX Text
2
AutoCAD SHX Text
3
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DRAINAGE DETAILS
AutoCAD SHX Text
C8.0
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PLAN VIEW
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text
C8.1
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D
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SCALE: 1"=10'
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1
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C8.1
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%%U SECTION C
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SCALE: 1"=10'
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10
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C8.1
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C
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SCALE: 1"=3'
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%%U SECTION D
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19-146
SEPT 2020
F.S./E.G.
E.G.
M.M.
F.S.
Car
dena
s In
c.M
ren
o o
P L
A N
N I
N G
E
N G
I N
E E
R I
N G
P
R O
J E
C T
M
A N
A G
E M
E N
T
EL
PA
SOSA
N A
NT
ON
IO
2505
E. M
isso
uri A
ve.
El P
aso,
TX
799
03
(915
) 53
2-20
9196
01 M
cAlli
ster
Fre
eway
#20
7, S
an A
nton
io T
X 7
8216
(21
0) 3
14-3
553
Tex
as B
oard
of P
rofe
ssio
nal E
ngin
eers
Reg
istr
atio
n N
o. F
-000
554
N/A
N/A
9/21
/202
0
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NEW REINFORCED CONCRETE PAVEMENT
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2
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C7.0
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APPROXIMATE EXISTING GROUND
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NEW ASPHALTIC PAVEMENT
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1
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C7.0
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NEW ASPHALTIC PAVEMENT
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1
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C7.0
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5.4% SLOPE
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2.0% SLOPE
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1.6% SLOPE
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6.1% SLOPE
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MATCH PROPOSED PAVEMENT WITH EXISTING GRADE
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3
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C7.0
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TRANSITION FROM REINFORCED CONCRETE PAVEMENT TO ASPHALT
AutoCAD SHX Text
3
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C7.0
AutoCAD SHX Text
COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS PER ASTM D1557
AutoCAD SHX Text
MATCH PROPOSED PAVEMENT WITH EXISTING GRADE
AutoCAD SHX Text
3
AutoCAD SHX Text
C7.0
AutoCAD SHX Text
TRANSITION FROM REINFORCED CONCRETE PAVEMENT TO ASPHALT
AutoCAD SHX Text
3
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C7.0
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60 R.O.W. DEDICATED BY PLAT (BOOK 19, PG. 7)
AutoCAD SHX Text
S
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6" P.V.C.
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6" P.V.C.
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UPSALA DRIVE (60' ROW)
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
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SCALE
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ENGINEER'S NOTE
AutoCAD SHX Text
OF
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SHEET
AutoCAD SHX Text
REVISION REMARKS
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DATE
AutoCAD SHX Text
ENGINEER'S NOTE
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
AutoCAD SHX Text
DOCUMENT WAS AUTHORIZED BY
AutoCAD SHX Text
"THE SEAL APPEARING ON THIS
AutoCAD SHX Text
ALTERATION OF A SEALED DOCUMENT
AutoCAD SHX Text
WITHOUT PROPER NOTIFICATION TO
AutoCAD SHX Text
THE RESPONSIBLE ENGINEER IS AN
AutoCAD SHX Text
OFFENSE UNDER THE
AutoCAD SHX Text
TEXAS ENGINEERING PRACTICE ACT"
AutoCAD SHX Text
3
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3
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DRAINAGE DETAILS
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C8.2
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SCALE: 1/2"=1'-0"
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%%U LOOSE ROCK RIP-RAP DETAIL
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1. STONE FOR RIP-RAP SHALL BE 6" TO 8" AS NEARLY UNIFORM IN SECTION AS PRACTICABLE. STONE SHALL BE QUARRIED; FRACTURED RIVERROCK SHALL NOT BE PERMITTED. 2. REFER TO SITE PLAN FOR DIMENSIONS.
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%%UGENERAL NOTE:
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%%U PLAN
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8" TO 12" THICK LOOSE ROCK RIP-RAP
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2
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C8.2
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SCALE: 1"=3'
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%%U SECTION E
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PLAN VIEW
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SCALE: 1"=10'
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1
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C8.2
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SCALE: 1"=10'
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10
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0
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NOTES: : 1. SEE SHEET C8.0 AND C8.1 FOR POINTS, DESCRIPTION AND SPOT SEE SHEET C8.0 AND C8.1 FOR POINTS, DESCRIPTION AND SPOT SHEET C8.0 AND C8.1 FOR POINTS, DESCRIPTION AND SPOT SHEET C8.0 AND C8.1 FOR POINTS, DESCRIPTION AND SPOT C8.0 AND C8.1 FOR POINTS, DESCRIPTION AND SPOT C8.0 AND C8.1 FOR POINTS, DESCRIPTION AND SPOT AND C8.1 FOR POINTS, DESCRIPTION AND SPOT AND C8.1 FOR POINTS, DESCRIPTION AND SPOT C8.1 FOR POINTS, DESCRIPTION AND SPOT C8.1 FOR POINTS, DESCRIPTION AND SPOT FOR POINTS, DESCRIPTION AND SPOT FOR POINTS, DESCRIPTION AND SPOT POINTS, DESCRIPTION AND SPOT POINTS, DESCRIPTION AND SPOT DESCRIPTION AND SPOT DESCRIPTION AND SPOT AND SPOT AND SPOT SPOT SPOT ELEVATIONS.
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ON
IO
2505
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isso
uri A
ve.
El P
aso,
TX
799
03
(915
) 53
2-20
9196
01 M
cAlli
ster
Fre
eway
#20
7, S
an A
nton
io T
X 7
8216
(21
0) 3
14-3
553
Tex
as B
oard
of P
rofe
ssio
nal E
ngin
eers
Reg
istr
atio
n N
o. F
-000
554
19-146
SEPT 2020
F.S./E.G.
E.G.
M.M.
F.S.
UPS
ALA
DR
IVE
DR
AIN
AG
EIM
PRO
VEM
ENTS
9/21
/202
0
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(CJ)
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(EJ)
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(CJ)
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CLEMSON LANE (60' ROW)
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B
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D
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D
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E
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A
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A
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F
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F
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G
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G
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G
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E
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H
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H
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H
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B
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I
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I
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J
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H
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CONCRETE PAVEMENT JOINT TO EXISTING ASPHALT PAVEMENT.
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3
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C7.0
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CONCRETE PAVEMENT JOINT TO EXISTING ASPHALT PAVEMENT.
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3
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C7.0
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CONCRETE JOINT DETAIL
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2
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C7.2
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CONCRETE JOINT DETAIL
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2
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C7.2
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
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SCALE
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ENGINEER'S NOTE
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OF
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SHEET
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REVISION REMARKS
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DATE
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ENGINEER'S NOTE
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KEYED LEGEND
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STATIONING AND PROPOSED GRADE CENTERLINE
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PROJECT LIMITS
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EXISTING RIGHT-OF-WAY
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1+00
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C8.2
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2
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NEW GUARD RAIL............................................
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C7.1
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1
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NEW 8-12 INCH LOOSE ROCK RIP-RAP...........................................................
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C
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D
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NEW HMAC PAVEMENT.....................................
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A
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C7.0
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1
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CONTINUOUSLY REINFORCED CONCRETE PAVEMENT & REINFORCED CONCRETE.............
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B
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C8.0
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1
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PROJECT NAME
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NEW 6" MONOLITHIC CURB..............................
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C7.0
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4
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E
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NEW METAL SWING GATE.................................
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C7.0
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5
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C7.0
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2
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F
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NEW NO TRESPASSING SIGN...........................
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C7.1
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3
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G
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C8.1
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1
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NEW METAL GUARD POST...............................
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C7.1
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2
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H
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NEW CONSTRUCTION JOINT..............................
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I
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NEW EXPANSION JOINT....................................
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J
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C7.2
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1
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C7.2
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1
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
AutoCAD SHX Text
DOCUMENT WAS AUTHORIZED BY
AutoCAD SHX Text
"THE SEAL APPEARING ON THIS
AutoCAD SHX Text
ALTERATION OF A SEALED DOCUMENT
AutoCAD SHX Text
WITHOUT PROPER NOTIFICATION TO
AutoCAD SHX Text
THE RESPONSIBLE ENGINEER IS AN
AutoCAD SHX Text
OFFENSE UNDER THE
AutoCAD SHX Text
TEXAS ENGINEERING PRACTICE ACT"
AutoCAD SHX Text
1
AutoCAD SHX Text
1
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REINFORCED CONCRETE PAVEMENT LAYOUT
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C9.0
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5'
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2.5
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0
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SCALE: 1"=5'
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isso
uri A
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aso,
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799
03
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9196
01 M
cAlli
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eway
#20
7, S
an A
nton
io T
X 7
8216
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14-3
553
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as B
oard
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ngin
eers
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istr
atio
n N
o. F
-000
554
19-146
SEPT 2020
F.S./E.G.
E.G.
M.M.
F.S.
UPS
ALA
DR
IVE
DR
AIN
AG
EIM
PRO
VEM
ENTS
AS NOTED
N/A
9/21
/202
0
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S
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S
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WV
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S
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WV
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WV
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SPARKS DRIVE (90' ROW)
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GRAND RIVER DRIVE (60' ROW)
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70' DRAINAGE UTILITY EASEMENT
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UPSALA DRIVE (60' ROW)
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SPARK'S ADDITION UNIT 3
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SPARK'S ADDITION UNIT 3
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SPARK'S ADDITION UNIT 3
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SPARK'S ADDITION UNIT 4
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DRAINAGE R.O.W.
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SPARK'S ADDITION UNIT 3
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46
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47
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48
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49
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70' DRAINAGE UTILITY EASEMENT
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SILT
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SILT
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SILT
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SILT
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SILT
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SILT
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SILT
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NOTICE OF INTENT
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CONSTRUCTION ENTRANCE/EXIT
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STAGING AREA (AREA TO BE DETERMINED AND APPROVED BY OWNER)
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CONCRETE TRUCK WASH (AREA TO BE DETERMINED BY CONTRACTOR AND APPROVED BY OWNER)
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PORTABLE TOILETS
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SILT
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SILT
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SILT
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SILT
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SILT
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CONSTRUCTION ENTRANCE/EXIT
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
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SCALE
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ENGINEER'S NOTE
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OF
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SHEET
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REVISION REMARKS
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DATE
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ENGINEER'S NOTE
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PROJECT NAME
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
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DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
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1
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1
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STORMWATER POLLUTION PREVENTION PLAN
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C10.0
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20'
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10'
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0
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SCALE: 1"=20'
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NOTES
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LEGEND
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STAGING AREA
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1. STABILIZED CONSTRUCTION EXITS TO BE PLACED AT ACCESS POINTS STABILIZED CONSTRUCTION EXITS TO BE PLACED AT ACCESS POINTS CONSTRUCTION EXITS TO BE PLACED AT ACCESS POINTS CONSTRUCTION EXITS TO BE PLACED AT ACCESS POINTS EXITS TO BE PLACED AT ACCESS POINTS EXITS TO BE PLACED AT ACCESS POINTS TO BE PLACED AT ACCESS POINTS TO BE PLACED AT ACCESS POINTS BE PLACED AT ACCESS POINTS BE PLACED AT ACCESS POINTS PLACED AT ACCESS POINTS PLACED AT ACCESS POINTS AT ACCESS POINTS AT ACCESS POINTS ACCESS POINTS ACCESS POINTS POINTS POINTS COORDINATED WITH AND APPROVED BY THE STREET DEPARTMENT. 2. SW3P SIGN SHALL BE LOCATED WITHIN ON-SITE OFFICE. SW3P SIGN SHALL BE LOCATED WITHIN ON-SITE OFFICE. 3. CONTRACTOR TO POST T.C.E.Q. CONSTRUCTION SITE NOTICE ON THE JOB SITE. CONTRACTOR TO POST T.C.E.Q. CONSTRUCTION SITE NOTICE ON THE JOB SITE. 4. SEDIMENT CONTROL FENCE AND ROCK FILTER DAMS TO BE LOCATED SEDIMENT CONTROL FENCE AND ROCK FILTER DAMS TO BE LOCATED CONTROL FENCE AND ROCK FILTER DAMS TO BE LOCATED CONTROL FENCE AND ROCK FILTER DAMS TO BE LOCATED FENCE AND ROCK FILTER DAMS TO BE LOCATED FENCE AND ROCK FILTER DAMS TO BE LOCATED AND ROCK FILTER DAMS TO BE LOCATED AND ROCK FILTER DAMS TO BE LOCATED ROCK FILTER DAMS TO BE LOCATED ROCK FILTER DAMS TO BE LOCATED FILTER DAMS TO BE LOCATED FILTER DAMS TO BE LOCATED DAMS TO BE LOCATED DAMS TO BE LOCATED TO BE LOCATED TO BE LOCATED BE LOCATED BE LOCATED LOCATED LOCATED DOWNSTREAM ROW LINE OR AT PROPOSED GRADING LIMITS OR AS PER ROW LINE OR AT PROPOSED GRADING LIMITS OR AS PER ROW LINE OR AT PROPOSED GRADING LIMITS OR AS PER LINE OR AT PROPOSED GRADING LIMITS OR AS PER LINE OR AT PROPOSED GRADING LIMITS OR AS PER OR AT PROPOSED GRADING LIMITS OR AS PER OR AT PROPOSED GRADING LIMITS OR AS PER AT PROPOSED GRADING LIMITS OR AS PER AT PROPOSED GRADING LIMITS OR AS PER PROPOSED GRADING LIMITS OR AS PER PROPOSED GRADING LIMITS OR AS PER GRADING LIMITS OR AS PER GRADING LIMITS OR AS PER LIMITS OR AS PER LIMITS OR AS PER OR AS PER OR AS PER OR AS PER AS PER AS PER PER PER DIRECTION OF THE ENGINEER. 5. LOCATION OF CONSTRUCTION EXITS ARE PRELIMINARY AND ARE TO BE LOCATION OF CONSTRUCTION EXITS ARE PRELIMINARY AND ARE TO BE OF CONSTRUCTION EXITS ARE PRELIMINARY AND ARE TO BE OF CONSTRUCTION EXITS ARE PRELIMINARY AND ARE TO BE CONSTRUCTION EXITS ARE PRELIMINARY AND ARE TO BE CONSTRUCTION EXITS ARE PRELIMINARY AND ARE TO BE EXITS ARE PRELIMINARY AND ARE TO BE EXITS ARE PRELIMINARY AND ARE TO BE ARE PRELIMINARY AND ARE TO BE ARE PRELIMINARY AND ARE TO BE PRELIMINARY AND ARE TO BE PRELIMINARY AND ARE TO BE AND ARE TO BE AND ARE TO BE ARE TO BE ARE TO BE TO BE TO BE BE BE LOCATED AS PER DIRECTION OF THE ENGINEER. 6. EXISTING INLETS TO BE PROTECTED WITH SILT FENCE DURING CONSTRUCTION EXISTING INLETS TO BE PROTECTED WITH SILT FENCE DURING CONSTRUCTION INLETS TO BE PROTECTED WITH SILT FENCE DURING CONSTRUCTION INLETS TO BE PROTECTED WITH SILT FENCE DURING CONSTRUCTION TO BE PROTECTED WITH SILT FENCE DURING CONSTRUCTION TO BE PROTECTED WITH SILT FENCE DURING CONSTRUCTION BE PROTECTED WITH SILT FENCE DURING CONSTRUCTION BE PROTECTED WITH SILT FENCE DURING CONSTRUCTION PROTECTED WITH SILT FENCE DURING CONSTRUCTION PROTECTED WITH SILT FENCE DURING CONSTRUCTION WITH SILT FENCE DURING CONSTRUCTION WITH SILT FENCE DURING CONSTRUCTION SILT FENCE DURING CONSTRUCTION SILT FENCE DURING CONSTRUCTION FENCE DURING CONSTRUCTION FENCE DURING CONSTRUCTION DURING CONSTRUCTION DURING CONSTRUCTION CONSTRUCTION CONSTRUCTION UNTIL REMOVAL.
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CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN AREA TO BE USED FOR STAGING.
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FLOOD ZONE "AE"
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FIRM - FLOOD INSURANCE RATE MAP CITY OF EL PASO, EL PASO COUNTY, TX. THIS PROJECT IS LOCATED WITHIN ZONE "AE" AS DESIGNATED IN PANEL NO. 480212-0237 B, DATED SEPTEMBER 4, 1991 OF THE FLOOD INSURANCE RATE MAPS IN THE AREAS OF CITY OF EL PASO, EL PASO COUNTY, TEXAS.
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BASE FLOOD ELEVATIONS DETERMINED.
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TEMPORARY SEDIMENT CONTROL FENCE
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FLOW DIRECTION
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STABILIZED CONSTRUCTION ENTRANCE/ EXIT
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SILT
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CONCRETE TRUCK WASH OUT
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NOTICE OF INTENT
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PORTABLE TOILETS
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STAGING AREA
F:\19146\DWG\13_19146 - C11.0_DWG_SWPPP NOTES.dwg Time:Sep21,2020-10:37am Login:edgar
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ENTS
19-146
SEPT 2020
F.S./E.G.
E.G.
M.M.
F.S.
Car
dena
s In
c.M
ren
o o
P L
A N
N I
N G
E
N G
I N
E E
R I
N G
P
R O
J E
C T
M
A N
A G
E M
E N
T
EL
PA
SOSA
N A
NT
ON
IO
2505
E. M
isso
uri A
ve.
El P
aso,
TX
799
03
(915
) 53
2-20
9196
01 M
cAlli
ster
Fre
eway
#20
7, S
an A
nton
io T
X 7
8216
(21
0) 3
14-3
553
Tex
as B
oard
of P
rofe
ssio
nal E
ngin
eers
Reg
istr
atio
n N
o. F
-000
554
N/A
N/A
9/21
/202
0
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
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SCALE
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ENGINEER'S NOTE
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OF
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SHEET
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REVISION REMARKS
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DATE
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ENGINEER'S NOTE
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PROJECT NAME
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
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DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
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1
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1
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SWPPP NOTES
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C11.0
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PROJECT NAME AND LIMITS:
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%%USITE DESCRIPTION
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PROJECT DESCRIPTION:
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EXISTING CONDITIONS:
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MAJOR SOIL DISTURBING ACTIVITIES:
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TOTAL PROJECT AREA:
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TOTAL AREA TO BE DISTURBED:
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WEIGHTED RUNOFF COEFFICIENT
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(AFTER CONSTRUCTION):
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EXISTING CONDITION OF SOIL AND VEGETATIVE
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COVER AND % OF EXISTING VEGETATIVE COVER:
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NAME OF RECEIVING WATERS:
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%%UEROSION AND SEDIMENT CONTROL
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SOIL STABILIZATION PRACTICES
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TEMPORARY SEEDING
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PERMANENT PLANTING, SODDING, OR SEEDING
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MULCHING
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SOIL RETENTION BLANKET
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BUFFER ZONES
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PRESERVATION OF NATURAL RESOURCES
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OTHER:
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STRUCTURAL PRACTICES:
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DIVERSION DIKE AND SWALE COMBINATION
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DIVERSION, INTERCEPTOR, OR PERIMETER SWALES
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DIVERSION, INTERCEPTOR, OR PERIMETER DIKES
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HAY BALES
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SILT FENCES
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ROCK BERMS
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ROCK BEDDING AT CONSTRUCTION EXIT (TEMPORARY)
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CHANNEL LINERS
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TIMBER MATTING AT CONSTRUCTION EXIT
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CONCRETE FLUMES
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PIPE SLOPE DRAINS
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VEGETATED SWALES & NATURAL DEPRESSIONS
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VELOCITY CONTROL DEVICES
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STORM DRAINS
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CURBS AND GUTTERS
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STONE OUTLET STRUCTURES
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STORM INLET SEDIMENT TRAP
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SEDIMENT BASINS
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SEDIMENT TRAPS
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OTHER:
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NARRATIVE - SEQUENCE OF CONSTRUCTION (STORM WATER MANAGEMENT) ACTIVITIES:
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%%UBEST MANAGEMENT PRACTICES CONTROLS
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I. WASTE MATERIALS:
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IN A SECURELY LIDDED METAL DUMPSTER. NO CONSTRUCTION WASTE MATERIAL SHALL BE
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ALL WASTE MATERIALS, INCLUDING CONSTRUCTION DEBRIS, SHALL BE COLLECTED AND STORED
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BURIED ON SITE. THE TRANSIT DUMPSTER SHALL COMPLY WITH ORDINANCE 18.52.010 (ENCLOSURE
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AND REMOVAL OF WASTE MATERIALS DURING CONSTRUCTION). THE DUMPSTER SHALL BE EMPTIED
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AS NECESSARY OR AS REQUIRED BY ORDINANCE 9.04 (SOLID WASTE MANAGEMENT) AND THE TRASH
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SHALL BE HAULED TO A LICENSED LANDFILL.
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II. HAZARDOUS WASTE:
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AT A MINIMUM, ANY PRODUCTS IN THE FOLLOWING CATEGORIES SHALL BE CONSIDERED HAZARDOUS:
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PAINT, ACIDS FOR CLEANING MASONRY SURFACES, CLEANING SOLVENTS, ASPHALT PRODUCTS, CHEMICAL
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ADDITIVES FOR SPILL STABILIZATION, CURING COMPOUNDS AND ADDITIVES. IN THE EVENT OF A
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SPILL WHICH MAY BE HAZARDOUS, THE CONTRACTOR SHALL TAKE IMMEDIATE ACTION AND CONTACT
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THE FIRE DEPT. AND TNRCC.
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CONTRACTOR. ALL WASTE MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
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OR AS REQUIRED, CHAPTER 18.08 (BUILDING CODE), BY A LICENSED SANITARY WASTE MANAGEMENT
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ALL SANITARY WASTE SHALL BE COLLECTED FROM THE CONSTRUCTION PORTABLE UNITS AS NECESSARY
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III. SANITARY WASTE:
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IV. SPILL PREVENTION:
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THE FOLLOWING PRACTICES SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL
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EXPOSURES OF MATERIALS TO STORM WATER RUNOFF.
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V. GOOD HOUSEKEEPING:
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A. STORE ONLY ENOUGH PRODUCTS REQUIRED TO DO THE JOB
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B. NEATLY STORE MATERIALS ON-SITE IN AN ORDERLY MANNER
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C. KEEP PRODUCTS IN THEIR ORIGINAL CONTAINER
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D. DO NOT MIX SUBSTANCES WITH ONE ANOTHER, UNLESS OTHERWISE
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RECOMMENDED BY THE MANUFACTURER
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E. USE ENTIRE CONTENTS OF A PRODUCT BEFORE DISPOSING THE CONTAINER
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F. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL
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VI. HAZARDOUS PRODUCTS:
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PRACTICES USED TO REDUCE RISKS:
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A. KEEP PRODUCTS IN THEIR ORIGINAL CONTAINER IF AT ALL POSSIBLE
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B. RETAIN ORIGINAL LABELS, PRODUCT INFORMATION AND MATERIAL
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SAFETY DATA SHEETS (MSDS)
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C. DISPOSE SURPLUS PRODUCT IN ACCORDANCE WITH MANUFACTURER'S
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OR LOCAL & STATE RECOMMENDED METHODS
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VII. PETROLEUM PRODUCTS:
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ALL ON-SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE
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MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED
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IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES
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USED ON-SITE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATION.
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VIII. SPILL CONTROL PRACTICES:
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A. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP SHALL BE CLEARLY
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POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES:
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B. MATERIALS AND EQUIPMENT NECESSARY FOR CLEANUP SHALL BE KEPT IN THE
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MATERIAL STORAGE AREA ON-SITE:
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C. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY
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D. SPILL AREA SHALL BE WELL VENTILATED AND APPROPRIATE CLOTHING WILL
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BE WORN:
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E. ANY SPILL SHALL BE REPORTED TO THE APPROPRIATE GOVERNMENTAL AGENCY
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F. MEASURES SHALL BE TAKEN TO PREVENT A SPILL FROM REOCCURRING
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IX. MAINTENANCE AND INSPECTION PROCEDURES:
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ALL POLLUTION PREVENTION MEASURES SHALL BE INSPECTED AT LEAST ONCE A MONTH OR
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WITHIN 24-HOURS PRIOR TO ANTICIPATED STORM EVENT AND FOLLOWING A STORM EVENT
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OF 0.5 INCHES OR MORE. INSPECTION IN FINAL STABILIZED AREAS OR DURING ARID PERIODS
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WILL BE CONDUCTED MONTHLY, BEST MANAGEMENT PRACTICES AND POLLUTION CONTROL
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PROCEDURES SHALL BE INSPECTED FOR ADEQUACY.
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X. REMARKS:
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AREAS AND VEHICLE MAINTENANCE AREAS SHALL BE CONSTRUCTED BY THE CONTRACTOR IN A
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AREAS SHALL NOT BE LOCATED IN ANY WETLAND, WATERBODY OR STREAMBED. CONSTRUCTION STAGING
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MINIMIZE AND CONTROL THE AMOUNT OF SEDIMENT THAT MAY ENTER RECEIVING WATERS. DISPOSAL
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DISPOSAL AREAS, STOCKPILES, AND HAUL ROADS SHALL BE CONSTRUCTED IN A MANNER THAT WILL
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MANNER TO MINIMIZE THE RUNOFF OF POLLUTANTS. ALL WATERWAYS SHALL BE CLEANED AS SOON
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AS PRACTICABLE OF TEMPORARY EMBANKMENT, TEMPORARY BRIDGES, MATTING, FALSEWORK, PILING
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DEBRIS OR OTHER OBSTRUCTIONS PLACED DURING CONSTRUCTION OPERATIONS THAT ARE NOT A PART
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OF THE FINISHED WORK.
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XI. OFFSITE VEHICLE TRACKING:
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IN ADDITION TO THE STABILIZED CONSTRUCTION ENTRANCES, THE FOLLOWING MEASURES SHALL BE
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OBSERVED DURING CONSTRUCTION:
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- HAUL ROADS SHALL BE DAMPENED FOR DUST CONTROL
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- LOADED HAUL TRUCKS SHALL BE COVERED WITH TARPAULIN
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- EXCESS DIRT ON ROAD SHALL BE REMOVED IMMEDIATELY
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- STABILIZED CONSTRUCTION ENTRANCE
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- OTHER:
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UPSALA DRIVE DRAINAGE IMPROVEMENTS
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0.33
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X
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2. CLEARING, DEMOLITION AND EXCAVATION OF PROJECT AREA,
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4. NEW CURB AND GUTTER, HEADWALLS WITH WING WALLS, GABION BASKETS,
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1. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROLS (e.g. SILT FENCE AND/OR
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STABILIZED CONSTRUCTION ENTRANCE).
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5. WHEN ALL CONSTRUCTION ACTIVITY RELATED IN DEVELOPMENT OF THE SITE IS
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COMPLETE, REMOVE TEMPORARY CONTROLS IN 1. ABOVE
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X
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3. SUBGRADE PREPARATION,
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BEGIN DATE: 10-2020 (APPROXIMATE)
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END DATE: 03-2021 (APPROXIMMATE)
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THE PROPOSED PROJECT CONSISTS OF THE REPAIR AND IMPROVEMENT OF THE
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MAJOR SOIL DISTURBING ACTIVITIES WILL CONSIST OF GRADING ALONG
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THE EMBANKNENTS ON BOTH SIDES OF UPSALA DRIVE.
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0.40 ACRES ±
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0.40 ACRES ±
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THE CROSSING CONSISTS OF NATURAL ARROYO.
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X
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X
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X
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XCXXXXXXXXXXXXXXXX
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EXISTING DRAINAGE CROSSING ACROSS UPSALA DRIVE.
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WUECO-WINK ASSOCIATION PER NRCS (EL PASO COUNTY). NEARLY LEVEL AND GENTLY SLOPING SOILS THAT HAVE A FINE SANDY LOAM SUBSOIL AND ARE MODERATELY DEEP OVER CALICHE.
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LOCATED IN EAST EL PASO COUNTY, TEXAS, THE PROJECT LIES NEAR THE RESIDENTIAL AREA KNOWN AS
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SPARKS, APPROXIMATELY 4,500 FEET NORTH OF THE I-10.
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THE UPSTREAM OPENING LIES DIRECTLY ON THE GROUND AND CONVEYS THE WATER ACROSS UPSALA DRIVE. AT THE DOWNSTREAM END, THE OPENING THE ROADWAY IS EARTHEN EMBANKMENT WITHOUT ANY PROTECTION AND/OR RIP RAP THUS RESULTING IN EROSION OF THE EMBANKMENT. UPSALA DRIVE DOES NOT HAVE ANY CURB OR GUTTER AND CONTRIBUTES TO THE EROSION OF THE EMBANKMENT AND LOSS OF SUBSOILS AT RUNOFF CONCENTRATION POINTS.
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ALA
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IVE
DR
AIN
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EIM
PRO
VEM
ENTS
19-146
SEPT 2020
F.S./E.G.
E.G.
M.M.
F.S.
Car
dena
s In
c.M
ren
o o
P L
A N
N I
N G
E
N G
I N
E E
R I
N G
P
R O
J E
C T
M
A N
A G
E M
E N
T
EL
PA
SOSA
N A
NT
ON
IO
2505
E. M
isso
uri A
ve.
El P
aso,
TX
799
03
(915
) 53
2-20
9196
01 M
cAlli
ster
Fre
eway
#20
7, S
an A
nton
io T
X 7
8216
(21
0) 3
14-3
553
Tex
as B
oard
of P
rofe
ssio
nal E
ngin
eers
Reg
istr
atio
n N
o. F
-000
554
N/A
N/A
9/21
/202
0
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NO.
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SHEET TITLE
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BY
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ENGINEER'S SEAL
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SCALE
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ENGINEER'S NOTE
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OF
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SHEET
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REVISION REMARKS
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DATE
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ENGINEER'S NOTE
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PROJECT NAME
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FERNANDO SANCHEZ, P.E. #132581
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ON SEPTEMBER 21, 2020
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DOCUMENT WAS AUTHORIZED BY
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"THE SEAL APPEARING ON THIS
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ALTERATION OF A SEALED DOCUMENT
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WITHOUT PROPER NOTIFICATION TO
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THE RESPONSIBLE ENGINEER IS AN
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OFFENSE UNDER THE
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TEXAS ENGINEERING PRACTICE ACT"
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1
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1
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SWPPP DETAILS
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C12.0
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6:1 MIN.
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COARSE AGGREGATE
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36" MAX
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18" MIN.
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FLOW
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FLOW
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BACKFILL & HAND TAMP.
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FILTER FABRIC
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EMBED POSTS 18" MIN.
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OR ANCHOR IF IN ROCK.
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TEMPORARY SEDIMENT CONTROL FENCE
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CONSTRUCTION EXIT (TYPE 1)
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ISOMETRIC VIEW
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SCALE NOT NEEDED
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GENERAL NOTES: : 1. THE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE THE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE THE TYPE 1 CONSTRUCTION EXIT SHALL BE THE TYPE 1 CONSTRUCTION EXIT SHALL BE TYPE 1 CONSTRUCTION EXIT SHALL BE TYPE 1 CONSTRUCTION EXIT SHALL BE 1 CONSTRUCTION EXIT SHALL BE 1 CONSTRUCTION EXIT SHALL BE CONSTRUCTION EXIT SHALL BE CONSTRUCTION EXIT SHALL BE EXIT SHALL BE EXIT SHALL BE SHALL BE SHALL BE BE BE AS INDICATED ON THE PLANS, BUT NOT LESS THAN 50'. 2. THE COARSE AGGREGATE SHOULD BE OPEN GRADED WITH A THE COARSE AGGREGATE SHOULD BE OPEN GRADED WITH A COARSE AGGREGATE SHOULD BE OPEN GRADED WITH A COARSE AGGREGATE SHOULD BE OPEN GRADED WITH A AGGREGATE SHOULD BE OPEN GRADED WITH A AGGREGATE SHOULD BE OPEN GRADED WITH A SHOULD BE OPEN GRADED WITH A SHOULD BE OPEN GRADED WITH A BE OPEN GRADED WITH A BE OPEN GRADED WITH A OPEN GRADED WITH A OPEN GRADED WITH A GRADED WITH A GRADED WITH A WITH A WITH A A A SIZE OF 4" TO 8". 3. THE APPROACH TRANSITIONS SHOULD BE NO STEEPER THAN THE APPROACH TRANSITIONS SHOULD BE NO STEEPER THAN THAN 6:1 AND CONSTRUCTED AS DIRECTED BY THE ENGINEER. 4. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE EXIT FOUNDATION COURSE SHALL BE EXIT FOUNDATION COURSE SHALL BE FOUNDATION COURSE SHALL BE FOUNDATION COURSE SHALL BE COURSE SHALL BE COURSE SHALL BE SHALL BE SHALL BE BE BE FLEXIBLE BASE, BITUMINOUS CONCRETE, PORTLAND CEMENT BASE, BITUMINOUS CONCRETE, PORTLAND CEMENT BASE, BITUMINOUS CONCRETE, PORTLAND CEMENT BITUMINOUS CONCRETE, PORTLAND CEMENT BITUMINOUS CONCRETE, PORTLAND CEMENT CONCRETE, PORTLAND CEMENT CONCRETE, PORTLAND CEMENT PORTLAND CEMENT PORTLAND CEMENT CEMENT CEMENT CONCRETE OR OTHER MATERIAL AS APPROVED BY THE OR OTHER MATERIAL AS APPROVED BY THE OR OTHER MATERIAL AS APPROVED BY THE OTHER MATERIAL AS APPROVED BY THE OTHER MATERIAL AS APPROVED BY THE MATERIAL AS APPROVED BY THE MATERIAL AS APPROVED BY THE AS APPROVED BY THE AS APPROVED BY THE APPROVED BY THE APPROVED BY THE BY THE BY THE THE THE ENGINEER. 5. THE CONSTRUCTION EXIT SHALL BE GRADED TO ALLOW THE CONSTRUCTION EXIT SHALL BE GRADED TO ALLOW CONSTRUCTION EXIT SHALL BE GRADED TO ALLOW CONSTRUCTION EXIT SHALL BE GRADED TO ALLOW EXIT SHALL BE GRADED TO ALLOW EXIT SHALL BE GRADED TO ALLOW SHALL BE GRADED TO ALLOW SHALL BE GRADED TO ALLOW BE GRADED TO ALLOW BE GRADED TO ALLOW GRADED TO ALLOW GRADED TO ALLOW TO ALLOW TO ALLOW ALLOW ALLOW DRAINAGE TO A SEDIMENT TRAPPING DEVICE. THE GUIDELINES TO A SEDIMENT TRAPPING DEVICE. THE GUIDELINES TO A SEDIMENT TRAPPING DEVICE. THE GUIDELINES A SEDIMENT TRAPPING DEVICE. THE GUIDELINES A SEDIMENT TRAPPING DEVICE. THE GUIDELINES SEDIMENT TRAPPING DEVICE. THE GUIDELINES SEDIMENT TRAPPING DEVICE. THE GUIDELINES TRAPPING DEVICE. THE GUIDELINES TRAPPING DEVICE. THE GUIDELINES DEVICE. THE GUIDELINES DEVICE. THE GUIDELINES THE GUIDELINES THE GUIDELINES GUIDELINES GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE AND MAY BE MAY BE MAY BE BE BE MODIFIED BY THE ENGINEER.
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6" MIN. FOUNDATION COURSE
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C11.0
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2
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C11.0
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B
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C11.0
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1
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C11.0
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B
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%%UPROFILE
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%%UPLAN
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%%USECTION
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APPROACH TRANSITION
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APPROACH TRANSITION
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FASTEN FABRIC TO STOP STRAND OF WELDED WIRE MESH (W.W.M.) BY HOG RINGS OR CORD AT A MAX. SPACING OF 15".
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WOVEN FILTER FABRIC
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PLACE 4" TO 6" OF FABRIC AGAINST THE TRENCH SIDE AND APPROX. 4" ACROSS TRENCH BOTTOM IN UPSTREAM DIRECTION. MINIMUM TRENCH SIZE SHALL BE 5" SQUARE. BACKFILL AND HAND TAMP.
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ATTACH THE W.W.M. & FABRIC ON END POSTS USING 4 EVENLY SPACED STAPLES FOR WOODEN POSTS (OR 4 T-CILPS OR SEWN VERTICAL POCKETS FOR STEEL POSTS).
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GALV. W.W.M. (12.5 GA. MIN.) MAX. OPENING SIZE SHALL BE 2" x 4".
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4' MIN. STEEL OR WOOD POSTS SPACED AT 6' TO 8' O.C. SOFTWOOD POSTS SHALL BE 3" MIN. DIA. OR NORMAL 2"x 4". HARDWOOD POSTS SHALL HAVE A MIN. CROSS SECTION OF 1.5" x 1.5".
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CONNECTS THE ENDS OF SUCCESSIVE REINFORCEMENT SHEETS OR ROLLS A MIN. OF 6 TIMES WITH HOG RINGS.
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DISTURBED AREA
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LOGS SHALL BE SECURED IN PLACE USING SANDBAGS IN LIEU OF DOWELING STAKES INTO THE EXISTING PAVEMENT.
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GENERAL NOTES: 1. LENGTHS OF EROSION CONTROL LOGS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS DIRECTED BY THE ENGINEER. 2. UNLESS OTHERWISE DIRECTED, USE BIODEGRADABLE OR PHOTODEGRADABLE CONTAINMENT MESH ONLY WHERE LOG WILL REMAIN IN PLACE AS PART OF A VEGETATIVE SYSTEM. FOR TEMPORARY INSTALLATIONS, USE RECYCLABLE CONTAINMENT MESH. 3. STUFF LOGS WITH SUFFICIENT FILTER MATERIAL TO ACHIEVE DENSITY THAT WILL HOLD SHAPE WITHOUT EXCESSIVE DEFORMATION. 4. STAKES SHALL BE 2" X 2" WOOD OR #3 REBAR, 4' LONG, EMBEDDED SUCH THAT 2" PROTRUDES ABOVE LOG, OR AS DIRECTED. 5. DO NOT PLACE STAKES THROUGH CONTAINMENT MESH.
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EROSION CONTROL LOGS
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C11.0
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3
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NOT TO SCALE
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SECURE END OF LOGS TO STAKES AS DIRECTED
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END SECTION RAP DETAIL
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NOT TO SCALE
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STAKE DETAIL
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NOT TO SCALE
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LAP DETAIL
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NOT TO SCALE
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SECURE ENDS OF STAKES AS DIRECTED
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SECURE ENDS OF STAKES AS DIRECTED
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DIRECTION OF FLOW