11-Final Plans Fire Station 15 dated 2-11-2026.pdf

City of Arlington,Texas

SHEET No. DESCRIPTION

FOR

ARLINGTON

Project No. ____________________

VICINITY MAP

(STATION 15)

DRIVEWAY AND PAVING IMPROVEMENTS

FIRE DEPARTMENT

906 EDEN RD

ARLINGTON,TX 76001

PROJECT

LOCATION

NORTH

GENERAL NOTES

REMOVAL PLAN

CONSTRUCTION PHASING PLAN

PAVING PLAN

PAVING JOINT LAYOUT

GRADING PLAN

EROSION CONTROL PLAN

SIGNING AND STRIPING PLAN

MISCELLANEOUS DETAILS

PAVING DETAILS

EROSION CONTROL DETAILS

PROJECT SIGN DETAILS

10-13 14-15

26-0151/CMFD25001

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SHOAL CREEK DR

HAVENBROOK DRHAVENBROOK DR

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VALLEY BRANCH DR

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BIRKHILL TRAIL

TBPE Firm No. 10997 02/11/2026

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VORANIQUE V. SIMON

GENERAL NOTES

VVSRAKVVS

NO SCALE02/11/2026 1 16

TBPE Firm No. 10997 02/11/2026

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GENERAL NOTES

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CONSTRUCTION AND PAVING GENERAL NOTES

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CONSTRUCTION AND PAVING GENERAL NOTES (CONT.)

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF THE CONSTRUCTION CREW AND GENERAL PUBLIC AND THE SAFETY OF PUBLIC AND PRIVATE PROPERTY. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTIES, IF NECESSARY. NOT A SEPARATE PAY ITEM. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS APPROVED OR DIRECTED BY THE OWNER. CONTRACTOR SHALL HAVE UTILITY COMPANIES LOCATE AND MARK ALL UNDERGROUND FACILITIES BEFORE BEGINNING EXCAVATION. CONTRACTOR TO PLUG ALL EXPOSED ENDS OF PRIVATE ABANDONED UTILITIES. CONTRACTOR IS TO DETERMINE SOURCE OF ALL EXPOSED UTILITIES AND IF REQUIRED, RECONNECT AS NEEDED. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND PROPER LEGAL DISPOSAL OF ALL DEBRIS AND DEMOLITION MATERIALS. ANY DAMAGE DONE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON AT THE OWNER'S DIRECTION AND CONTRACTOR'S EXPENSE, ROOTS EXPOSED AND/OR DAMAGED DURING DEMOLITION AND/OR GRADING OPERATIONS SHALL BE CUT OFF CLEANLY INSIDE THE EXPOSED OR DAMAGED AREA, THE CUT SURFACES PAINTED WITH AN APPROVED PRUNING SEAL. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING EROSION CONTROL MEASURES ON THE SITE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS UNTIL THE SITE HAS BEEN STABILIZED, OR UNTIL FINAL ACCEPTANCE. CONTRACTOR IS RESPONSIBLE FOR GRADING UNPAVED DISTURBED AREAS TO ALLOW FOR POSITIVE DRAINAGE, GRADED SLOPES ARE NOT TO EXCEED 4:1. CONTRACTOR TO REMOVE SEDIMENT FROM EXISTING ON SITE INLETS AND PROVIDE INLET PROTECTION IN ACCORDANCE WITH THE EROSION CONTROL PLAN AND DETAILS. CONTRACTOR IS RESPONSIBLE FOR SECURITY OF THE SITE DURING DEMOLITION ACTIVITIES AND UNTIL FINAL ACCEPTANCE. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS, AND THE UNT DESIGN & CONSTRUCTION GUIDELINES, UNLESS OTHERWISE NOTED. PRIOR TO ANY WORK, THE CONTRACTOR SHALL BE FAMILIAR WITH THE PLANS INCLUDING ALL NOTES, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS AND THE TXDOT STANDARDS FOR CONSTRUCTION AND ANY OTHER APPLICABLE STANDARDS AND SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO BE FAMILIAR WITH ALL STANDARDS AND SPECIFICATIONS PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY OF PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PROTECT ALL UTILITIES, MAINS, MANHOLES, CLEANOUTS, VALVE BOXES, AND FIRE HYDRANTS. THE CONTRACTOR SHALL PRESERVE AND PROTECT OR REMOVE AND REPLACE (WITH PRIOR APPROVAL OF AFFECTED PROPERTY OWNERS) ALL TREES, SHRUBS, HEDGES, RETAINING WALLS, LANDSCAPING, BUILDINGS, WALKS, ETC., IN OR NEAR PROPOSED CONSTRUCTION AREA. THIS WORK SHALL BE CONSIDERED INCIDENTAL AND NOT A SEPARATE PAY ITEM. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING TRENCH SAFETY. CONTRACTOR SHALL MAINTAIN A CITY ACCEPTABLE ALL WEATHER SURFACE AND ACCESS TO EXISTING FIRE HYDRANTS ON SITE. CONTRACTOR IS TO INSTALL A 6' TALL CHAIN LINK SECURITY FENCE AROUND THE WORK AREA DURING EACH PHASE. CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM CONSTRUCTION ACTIVITIES. CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ADEQUATE DUST CONTROL MEASURES DURING DEMOLITION ACTIVITIES. CONTRACTOR SHALL COORDINATE WITH OWNER FOR DEMOLITION PHASING SEQUENCE IN CONJUNCTION WITH TRAFFIC CONTROL PHASING WITHIN 5 DAYS OF NOTICE TO PROCEED THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE ENGINEER FOR APPROVAL OF ALL AREAS TO BE USED FOR STAGING, MOBILIZATION, EQUIPMENT, AND MATERIAL STORAGE AND GENERAL PROJECT CONSTRUCTION MANAGEMENT. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL TEMPORARY UTILITY SERVICES REQUIRED TO COMPLETE PROJECT. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. CONTRACTOR SHALL VERIFY THAT NECESSARY CROSSING CLEARANCES BETWEEN EXISTING AND PROPOSED UTILITIES EXIST PRIOR TO CONSTRUCTION OF ANY SUCH CROSSING. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. THEY MUST BE ADJUSTED TO PROPER LINE, AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PERMANENT PAVING AND GRADING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING THE CONSTRUCTION OF THE PAVING FOR THIS DEVELOPMENT. PROVIDE AND MAINTAIN INTERIM ACCESS FROM ROADWAYS CURRENTLY IN USE TO ALL DRIVEWAYS AND INTERSECTING STREETS OR ALLEYS. MAINTAIN NORMAL PROJECT DRAINAGE UNTIL NEW DRAINAGE FACILITIES ARE FUNCTIONAL, INCLUDING, WHERE NECESSARY, INTERIM REPLACEMENT OF EXISTING DRAINAGE STRUCTURES REMOVED FOR CONSTRUCTION OF NEW DRAINAGE FACILITIES. MAINTAIN ALL WORK AND MATERIAL STORAGE AREAS IN ORDERLY CONDITION, FREE OF DEBRIS AND WASTE; ON COMPLETION OF CONSTRUCTION, CLEAN UP THE PROJECT AND ADJACENT AFFECTED AREAS TO ACCEPTABLE CONDITION, ALL AS PROVIDED IN THE GENERAL CONDITIONS. BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND LATEST UPDATES. CONTRACTOR SHALL REMOVE ALL FENCES LOCATED WITHIN THE RIGHT-OF-WAY OR EXISTING EASEMENTS THAT INTERFERE WITH CONSTRUCTION OPERATIONS AND PROVIDE TEMPORARY FENCING DURING CONSTRUCTION. REMOVED FENCES, WOODEN OR CHAIN-LINKED, SHALL BE REPLACED WITH A NEW FENCE OR UNDAMAGED ORIGINAL FENCING. ALL AFFECTED PROPERTY OWNERS SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. REMOVAL AND REPLACEMENT OF EXISTING AND TEMPORARY FENCES SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT COST AND REFLECTED IN THE UNIT BID PRICES FOR VARIOUS ITEMS LISTED IN THE PROPOSAL. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS AT LEAST 72 HOURS PRIOR TO ANY WORK. TRAFFIC CONTROL MEASURES SHALL CONFORM TO PART VI OF TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. TRAFFIC CONTROL MEASURES SHALL BE INSTALLED FOR ANY WORK ACTIVITY THAT TAKES PLACE ON OR ADJACENT TO ROADWAYS, ALL TRAFFIC CONTROL PLAN TO BE DESIGNED AND SEALED BY AN ENGINEER LICENSED IN THE STATE OF TEXAS. CONTRACTOR SHALL CONTACT THE OWNER AT LEAST 48 HOURS PRIOR TO WORK THAT REQUIRES REMOVAL OR RELOCATION OF TRAFFIC SIGNS, TRAFFIC CONTROL EQUIPMENT OR OTHER TRAFFIC CONTROL APPURTENANCES. FRANCHISE UTILITY LOCATOR SERVICES: TEXAS ONE CALL AT 811, OR UTILITY LOCATOR AT 1-800-DIG-TESS. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE PROPERTY OWNER. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE AREAS WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE MATERIAL AT HIS OWN COSTS IF THE ENGINEER SO DIRECTS. CONTRACTOR TO HAVE CONTINUOUS COORDINATION WITH THE FIRE MARSHAL DURING ALL PHASES OF WORK TO INSURE THAT ACCESSIBILITY IS PROVIDED FOR EMERGENCY VEHICLES. ALL CONCRETE SHALL BE CLASS "A", (3500 PSI) 6 SACK MINIMUM, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL SUBMIT A JOINT SPACING PLAN TO THE ENGINEER FOR APPROVAL. UNLESS NOTED, EXPANSION JOINT SPACING SHALL BE 45 DEGREES MAXIMUM EACH WAY WITH NO KEYWAYS. SAWED DUMMY JOINTS SHALL BE 15' EACH WAY. TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAYS PAVING AND WHERE INTERRUPTION SUSPEND OPERATIONS FOR 30 MINUTES OR MORE. ALL PAVEMENTS TO BE REMOVED SHALL BE FULL DEPTH, SQUARE, AND MINIMUM 18" WIDE SAWCUT TO A NEAT LINE, MINIMUM 1" TO 1-1/2 " DEEP, AND THE PAVEMENT REMOVED IN SUCH A MANNER AS TO PRESERVE THE EXISTING TRANSVERSE REINFORCING STEEL TO THE MAXIMUM EXTENT POSSIBLE. ALL CURB AND GUTTER SHALL BE INTEGRAL WITH THE PAVEMENT AND HAVE THE SAME COMPRESSIVE STRENGTH. NON-FIRE LANE PAVEMENT REINFORCEMENT SHALL BE #3 BARS, SPACED AT 18" CENTER TO CENTER EACH WAY EXCEPT WHERE NOTED IN THE PLANS. ALL PAVEMENT STRIPING SHALL BE 4" WIDE, UNLESS OTHERWISE NOTED. INSTALLATION AND PLACEMENT OF IRRIGATION SLEEVES AND UTILITY CONDUITS SHALL BE IN ACCORDANCE WITH PAVING PLANS. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% AND A CROSS FALL NO GREATER THAN 2% UNLESS NOTED OTHERWISE. RAMP SLOPES SHALL NOT EXCEED 8.33%. ALL RAMPS SHALL BE CONSTRUCTED WITH CURRENT ADA STANDARDS, INCLUDING COLONIAL RED (FEDERAL COLOR NO. 20109) CAST IN PLACE DETECTABLE/TACTILE WARNING SURFACE TILE AS MANUFACTURED BY ARMOR TILE OR 4-INCHES X 8-INCHES X 2¼-INCHES ADA COMPLIANT DETECTABLE WARNING PAVERS IN ANTIQUE (SHADE NO. 32) AS MANUFACTURED BY WHITACRE-GREER OR IN RIVER RED AS MANUFACTURED BY PAVESTONE, OR APPROVED EQUAL. SIDEWALKS SHALL HAVE A MINIMUM THICKNESS OF 4-INCHES AND BE CONSTRUCTED OF CONCRETE WITH A MINIMUM CEMENT CONTENT OF FIVE AND A HALF (5.5) SACKS OF CEMENT PER CUBIC YARD OF CONCRETE, FOUR AND A HALF PERCENT (4.5%) ENTRAINED AIR (+/- 1.5%), AND A COMPRESSIVE STRENGTH OF NOT LESS THAN THIRTY-SIX HUNDRED (3,600) POUNDS PER SQUARE INCH AT TWENTY-EIGHT (28) DAYS. REINFORCING STEEL SHALL BE NO. 4 BARS ON 18-INCHES CENTERS LOCATED 2-INCHES BELOW THE TOP SURFACE OF THE SIDEWALK. ALL CONCRETE SHALL BE VIBRATED AND AS SOON AS THE CONCRETE HAS OBTAINED ITS INITIAL SET, A WHITE PIGMENTED APPROVED CURING COMPOUND SHALL BE APPLIED TO THE SURFACE.

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AutoCAD SHX Text FIRE LANES SHALL BE CONSTRUCTED OF A CONCRETE SURFACE TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES. PAVING AND SUBGRADE SHALL BE DESIGNED TO LOCAL ROAD STANDARDS AT A MINIMUM. VERTICAL CONSTRUCTION, FIRE LANES, WATER MAINS, AND FIRE HYDRANTS SHALL BE INSTALLED, OPERATIONALLY CONSTRUCTED AND ACCEPTED BY OWNER PRIOR TO ANY CONSTRUCTION ABOVE THE FOUNDATION. CONTRACTOR SHALL ENSURE THERE ARE NO OBSTRUCTIONS OR OVERHANGS TO SIDEWALKS (I.E., FIRE HYDRANTS, POWER POLES, ETC.) BARRIER FREE RAMPS (BFR) AT DRIVEWAYS: IF THERE IS NO CHANGE FROM THE SIDEWALK TO THE DRIVEWAY AND IF THE CURB IS TAPERED TO ZERO AT EACH END OF THE SIDEWALK, THEN A BARRIER FREE RAMP (BFR) IS NOT REQUIRED. ADA ACCESSIBLE PEDESTRIAN ROUTES ON PUBLIC RIGHTS-OF-WAY AND PRIVATE PROPERTY SHALL COMPLY WITH THE AMERICANS DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) AND TEXAS ACCESSIBILITY STANDARDS (TAS). DESIGN AND CONSTRUCTION OF ALL CURB RAMPS ON PUBLIC RIGHTS-OF-WAY SHALL BE IN ACCORDANCE WITH TEXAS DEPARTMENT OF TRANSPORTATION STANDARD DETAIL SHEET PED-12A. SHEETS 1 THROUGH 4. CURB RAMPS THAT ARE PART OF ACCESSIBLE ROUTES ON PRIVATE PROPERTY MAY BE CONSTRUCTED IN ACCORDANCE WITH TXDOT STANDARD DETAIL PED-12A, SHEETS 1 THROUGH 4, OR MAY BE CONSTRUCTED IN ACCORDANCE WITH A DESIGN SUBMITTED AND APPROVED BY THE TEXAS DEPARTMENT OF LICENSING AND REGULATION.

AutoCAD SHX Text DISPOSAL OF ALL RECOVERED SEDIMENTS, CONSTRUCTION DEBRIS, OR OTHER POLLUTANTS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL REGULATIONS. NO SEDIMENTS, CONSTRUCTION DEBRIS, OR OTHER POLLUTANTS SHALL BE DISPOSED OR FLUSHED INTO THE STORM WATER SYSTEM. NO SEDIMENTS, CONSTRUCTION DEBRIS, OR OTHER POLLUTANTS SHALL BE DISPOSED OR FLUSHED INTO THE STORM WATER SYSTEM. . STORE ALL TRASH AND WASTE MATERIALS IN COVERED BINS OR OTHER ENCLOSURES UNTIL PROPER DISPOSAL AT OFF- SITE FACILITIES. TRASH AND WASTE SHALL BE REMOVED FROM THE SITE AT REGULAR INTERVALS TO PREVENT OVERFLOW OF THE CONTAINERS. TEMPORARY STOCKPILING OF USEABLE OR WASTE MATERIALS SHALL HAVE APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES INSTALLED. TEMPORARY STOCKPILES SHALL BE PLACED AWAY FROM STORM WATER INLET STRUCTURES, ADJACENT PROPERTY AND PUBLIC ROADWAYS. APPLICATION OF LIME OR OTHER CHEMICAL STABILIZERS SHALL BE LIMITED TO THE AMOUNT THAT CAN BE MIXED AND COMPACTED BY THE END OF EACH WORKING DAY. STABILIZER SHALL BE APPLIED AT RATES THAT RESULT IN NO RUNOFF FROM THE SITE. STABILIZATION SHALL BE DELAYED IF RAIN IS FORECAST FOR THE WORKING DAY. NO TRAFFIC OTHER THAN WATER TRUCKS AND MIXING EQUIPMENT SHALL PASS OVER THE SPREAD STABILIZER UNTIL AFTER MIXING IS COMPLETED. HAZARDOUS MATERIALS SHALL BE STORED IN CLOSED CONTAINERS, AND THE CONTAINERS SHALL BE PLACED IN A SHELTER THAT PREVENTS CONTACT WITH RAINFALL AND RUNOFF. THE AMOUNT OF HAZARDOUS MATERIALS STORED ON- SITE SHALL BE MINIMIZED AND LIMITED TO THE MATERIALS NECESSARY FOR THE CURRENT PHASE OF CONSTRUCTION. HAZARDOUS MATERIAL STORAGE SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. SPILLS AND RELEASES OF ANYTHING OTHER THAN STORM WATER SHALL BE IMMEDIATELY REPORTED TO THE CITY OF ARLINGTON. IN ADDITION, SPILLS AND RELEASES OF HAZARDOUS MATERIALS GREATER THAN THE REGULATED REPORTABLE QUANTITY SHALL BE REPORTED TO STATE AND FEDERAL AUTHORITIES WITHIN 24 HOURS. SUPER-CHLORINATED WATER FROM WATER LINE DISINFECTION SHALL NOT BE ALLOWED TO ENTER THE STORM DRAINAGE SYSTEM. PORTABLE TOILET FACILITIES SHALL NOT BE LOCATED WITHIN 25 FT. OF ANY STORM WATER STRUCTURE AND/OR WITHIN 50 FT. OF ANY WATERCOURSE, WETLAND AREA, STREAM, FLOODPLAIN, OR LAKE. DISCHARGE FROM DEWATERING ACTIVITIES SHALL BE RELEASED THROUGH AN ON-SITE SEDIMENT TRAP OR BASIN, THROUGH AN UNDISTURBED AREA THROUGH A NON-EROSIVE OUTLET, OR INTO A DIRT BAG (12OZ. NON-WOVEN FABRIC) OR APPROVED EQUIVALENT LOCATED IN AN UNDISTURBED AREA. SMALL SITES CONSTRUCTED AS PART OF A LARGER COMMON PLAN OF DEVELOPMENT REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL SITE CONSTRUCTION. INDIVIDUAL SMALL CONSTRUCTION SITES SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR PROVIDE AN INDIVIDUAL PLAN. THE SITE SHALL BE CONSIDERED PERMANENTLY STABILIZED WHEN ALL SURFACE DISTURBING ACTIVITIES ARE COMPLETE AND A UNIFORM (E.G., EVENLY DISTURBED, WITHOUT LARGE BARE AREAS) PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS PERMANENTLY STABILIZED.

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AutoCAD SHX Text CONSTRUCTION ACTIVITY IN THE CITY OF ARLINGTON SHALL COMPLY WITH THE REQUIREMENTS OF THE TPDES GENERAL PERMIT TXR150000 AND ALL APPLICABLE CITY OF ARLINGTON ORDINANCES. NO CONSTRUCTION RELATED ACTIVITIES MAY BEGIN ON THE PROJECT SITE UNTIL A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN ACCEPTED BY THE CITY, AND THE CITY AND/OR CONTRACTOR SITE NOTICES ARE POSTED ON SITE. SWPPP DOCUMENTATION AND RECORDS SHALL BE MAINTAINED ON SITE THROUGHOUT CONSTRUCTION. IF FIVE (5) ACRES OR GREATER WILL BE DISTURBED, A NOI MUST BE SUBMITTED TO TCEQ AND THE CITY PRIOR TO THE START OF CONSTRUCTION RELATED ACTIVITIES. REVISIONS TO THE SWPPP SHALL BE DATED AND INITIALED BY THE PERMITTEE OR HIS REPRESENTATIVE. AREAS TO REMAIN UNDISTURBED AND/OR TO BE PROTECTED DURING CONSTRUCTION (INCLUDING ALL WATER BODIES, WETLAND AREAS, EROSION CLEAR ZONES, DRIP LINE OF TREES TO REMAIN AFTER CONSTRUCTION, NATURAL AREAS, ETC.) SHALL BE CLEARLY DELINEATED PRIOR TO THE START OF CONSTRUCTION. SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED AND FUNCTIONING PRIOR TO ANY EARTH DISTURBING ACTIVITIES. THEY SHALL REMAIN IN PLACE UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND/OR UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. REFER TO THE CITY OF ARLINGTON DESIGN CRITERIA MANUAL AND THE ISWM CONSTRUCTION CONTROLS MANUAL FOR SELECTION AND DESIGN OF STORM WATER CONTROLS. ARLINGTON DESIGN CRITERIA MANUAL AND THE ISWM CONSTRUCTION CONTROLS MANUAL FOR SELECTION AND DESIGN OF STORM WATER CONTROLS. CONSTRUCTION WASTE, DEBRIS AND SOIL BLOWN, TRACKED OR WASHED FROM THE SITE DURING CONSTRUCTION ACTIVITY SHALL BE CLEANED UP DAILY. EROSION CONTROL PLANS ARE CONSIDERED MINIMUM REQUIREMENTS. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND SEDIMENTATION. WETLANDS AND STREAMS SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION WITH EROSION AND SEDIMENT CONTROLS AS WELL AS NATURAL BUFFERS. ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO CONSTRUCTION IN FLOODPLAIN, WETLANDS AND/OR STREAMS. ANY WORK IN A FLOODPLAIN AND/OR STREAM SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS AND PERMITS. IF SOIL DISTURBANCE IS OCCURRING WITHIN A CITY OF ARLINGTON EASEMENT, AN EASEMENT USE AGREEMENT MUST BE OBTAINED PRIOR TO CONSTRUCTION. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AND MAINTAINED ON THE PROJECT SITE. STORM WATER INLET PROTECTION SHALL BE PROVIDED FOR ALL INLETS (UPSTREAM AND DOWNSTREAM) WITHIN 50 FT. OF THE CONSTRUCTION ENTRANCE (ON BOTH SIDES OF THE PUBLIC ROADWAY). TO SECURE THE PROJECT SITE, LOCATE LIMITS OF CONSTRUCTION, PROTECT AREAS THAT ARE TO REMAIN UNDISTURBED, AND PREVENT MIGRATION OF CONSTRUCTION DEBRIS. CARE SHALL BE TAKEN WHEN INSTALLING STORMWATER CONTROLS TO NOT OBSCURE ONCOMING TRAFFIC AT INTERSECTIONS, ADJACENT DRIVEWAYS AND THE PROJECT CONSTRUCTION ENTRANCE. A QUALIFIED REPRESENTATIVE OF EACH OPERATOR SHALL INSPECT THE CONSTRUCTION ACTIVITY EITHER ONCE EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS OF A STORM EVENT OF ½-INCH OR GREATER OR WEEKLY AT A SPECIFIED DAY AND TIME REGARDLESS OF PRECIPITATION. A WRITTEN SWPPP INSPECTION REPORT SHALL BE COMPLETED FOR EACH INSPECTION. AT A MINIMUM, SEDIMENT SHALL BE REMOVED FROM CONTROLS WHEN THEIR CAPACITY IS REDUCED BY 50% UNLESS MORE FREQUENT CLEANING IS SPECIFIED IN THE SWPPP. IF ANY CONTROL IS FOUND TO BE INEFFECTIVE, INSTALLED INCORRECTLY, OR DAMAGED, IT SHALL BE MODIFIED OR REPLACED WITHIN 7 DAYS OF INSPECTION OR AS REQUIRED BY THE CITY. ALL EXISTING AND NEW STORM WATER STRUCTURES, AFFECTED BY THIS PROJECT, SHALL BE INSPECTED AND MAINTAINED ON THE SAME SCHEDULE AS THE STORMWATER CONTROLS. SEDIMENT DISCHARGED INTO THE MUNICIPAL SEPARATE STORM SEWER SYSTEM (STREETS, GUTTERS, STORM DRAINS, FLUMES, CHANNELS, ETC.) FROM THE CONSTRUCTION ACTIVITY SHALL BE NOTED IN THE SWPPP INSPECTIONS AND SHALL BE REMOVED WITHIN 7 DAYS OF INSPECTION OR AS REQUIRED BY THE CITY. DURING DRY AND WINDY PERIODS, DISTURBED SOIL SHALL BE SPRINKLED WITH WATER UNTIL DAMPENED AND REPEATED AS NEEDED TO PREVENT DUST GENERATION. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED. THE CONTRACTOR SHALL DESIGNATE AN AREA TO BE USED FOR CONCRETE WASH WATER. A PIT LARGE ENOUGH TO CONTAIN THE WASH WATER WITHOUT OVERFLOWING SHALL BE EXCAVATED. IF CONCRETE PLACEMENT WILL OCCUR OVER A PERIOD OF TIME GREATER THAN A WEEK, A SIGN DESIGNATING THE AREA AS THE CONCRETE WASHOUT AREA SHALL BE POSTED IN A LOCATION VISIBLE FROM THE STREET. SLURRY FROM CONCRETE SAWCUTTING SHALL BE VACUUMED OR RECOVERED BY OTHER MEANS FOR PROPER DISPOSAL. IF A CURB INLET IS NEAR THE PAVEMENT TO BE CUT, THE INLET SHALL BE BLOCKED WITH SANDBAGS DURING SAWCUTTING TO PREVENT SLURRY FROM ENTERING THE STORM DRAIN. TEMPORARY CONSTRUCTION CROSSINGS IN OR ACROSS ANY WATER BODY OR WETLAND SHALL NOT BE INSTALLED WITHOUT THE PRIOR APPROVAL OF THE APPROPRIATE RESOURCE AGENCIES AND THE CITY.

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STORM WATER POLLUTION CONTROL GENERAL NOTES

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DESIGNED BY:

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DRAWN BY:

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CITY OF ARLINGTON, TEXAS

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SHEET____OF_____

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DATE:

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ARLINGTON FIRE DEPARTMENT STATION 15

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906 EDEN RD, ARLINGTON, TX 76001

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SANITARY SEWER MANHOLE

W FL = 643.79'

E FL = 643.66'

S FL = 643.82'

RIM = 650.903'

FIRE STATION NO. 15

SINGLE STORY BRICK

BUILDING

906 EDEN RD. ARLINGTON,

TX 76001

SANITARY SEWER MANHOLE

W FL = 641.691'

E FL = 641.636'

S FL = 641.637'

RIM = 648.405'

SANITARY SEWER MANHOLE

RIM ELEV = 652.58'

MANHOLE IS BOLTED

EDEN RD.

(120' RIGHT-OF-WAY)

REMOVE 2564 SY OF

CONCRETE PAVEMENT

REMOVE 153 LF OF

CURB

REMOVE 488 LF OF

CURB

REMOVE 74 SY OF

SIDEWALK

REMOVE 489 LF OF

CURB

REMOVE 99 SY OF

SIDEWALK

REMOVE 60 LF OF

CURB

REMOVE SIGN

(EXISTING POLE

TO REMAIN)

EXISTING BOLLARDS

(TO REMAIN)

EXISTING BOLLARDS

(TO REMAIN) REMOVE EXISTING

CURB RAMP

20'

SCALE: 1" = 20'

0 40'

LEGEND

REMOVAL PLAN

RAK VVSVVS

AS SHOWN02/11/2026

NOTES:

1. QUANTITIES ARE PROVIDED AS REFERENCE ONLY.

2 16

REMOVE CONCRETE

PAVEMENT

REMOVE SIDEWALK

REMOVE CURB

TBPE Firm No. 10997 02/11/2026

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AIR CONDITIONING UNIT

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AIR CONDITIONING UNIT

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AIR CONDITIONING UNIT

AutoCAD SHX Text FIRE STATION NO. 15 SINGLE STORY BRICK BUILDING 906 EDEN RD. ARLINGTON TEXAS 76001

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WATER METER

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WATER VALVE

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IRRIGATION CONTROL VALVE

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WATER METER

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FIRE HYDRANT

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SIDEWALK

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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SIDEWALK

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6FT CHAIN LINK FENCE

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6FT CHAIN LINK FENCE

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6FT WOOD FENCE

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6FT WOOD FENCE

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SIDEWALK

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SIDEWALK

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SIDEWALK

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MONUMENT SIGN

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IRRIGATION CONTROL VALVE

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CP1 5/8 IRFC CEC CONTROL

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6FT CHAIN LINK FENCE

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6FT CHAIN LINK FENCE

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IRRIGATION CONTROL VALVE

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WEEP HOLES THROUGH CURB

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WEEP HOLES THROUGH CURB

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ASPHALT

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CONCRETE

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CONCRETE

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PLAT LOT 16 T.O. HARRIS ADDITION CABINET B, SLIDE 1188 P.R.T.C.T.

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PLAT REVISION LOT 13 SOUTH COOPER BUSINESS PARK CABINET A, SLIDE 5185 P.R.T.C.T.

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PLAT REVISION LOT 13 SOUTH COOPER BUSINESS PARK CABINET A, SLIDE 5185 P.R.T.C.T.

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CP2 X-CUT

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CALLED 20' X 30' UTILITY EASEMENT (B-1188)

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CALLED 20' DRAINAGE & UTILITY EASEMENT (B-1188)

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CALLED 20' DRAINAGE & UTILITY EASEMENT (B-1188)

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DESIGNED BY:

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DRAWN BY:

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CHECKED BY:

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CITY OF ARLINGTON, TEXAS

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SHEET____OF_____

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DATE:

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ARLINGTON FIRE DEPARTMENT STATION 15

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906 EDEN RD, ARLINGTON, TX 76001

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C

EDEN ROAD

SANITARY SEWER MANHOLE

W FL = 643.79'

E FL = 643.66'

S FL = 643.82'

RIM = 650.903'

FIRE STATION NO. 15

SINGLE STORY BRICK

BUILDING

906 EDEN RD. ARLINGTON,

TX 76001

SANITARY SEWER MANHOLE

W FL = 641.691'

E FL = 641.636'

S FL = 641.637'

RIM = 648.405'

SANITARY SEWER MANHOLE

RIM ELEV = 652.58'

MANHOLE IS BOLTED

EDEN RD.

(120' RIGHT-OF-WAY)

PHASE 1

PHASE 2

PHASE 3

PROVIDE TEMPORARY

ADA RAMPS DURING THE

CONSTRUCTION OF PHASE 2

18' 18'

35' 25'

26'

16'35'

5' 5'

63'

17'26'

20'

SCALE: 1" = 20'

0 40'

CONSTRUCTION PHASING PLAN

RAK VVSVVS

AS SHOWN02/11/2026 3 16

TBPE Firm No. 10997 02/11/2026

LEGEND

PHASE 1

PHASE 2

PHASING NOTES

GENERAL

1. CONTRACTOR TO MAINTAIN EMERGENCY EXIT FROM

EXISTING BUILDING DURING CONSTRUCTION.

PHASE 1

1. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT

2. REMOVAL OF EXISTING CONCRETE SIDEWALK

3. REMOVAL OF CURB TO BE REPLACED

4. CONSTRUCTION OF NEW SIDEWALK

5. INSTALL NEW CONCRETE CURB

6. EXISTING JOINTS AND CRACKS CLEANED AND SEALED

7. INSTALL NEW CONCRETE PAVEMENT

PHASE 2

1. CONSTRUCTION ENTRANCE AT EDEN RD.

2. REMOVAL OF EXISTING CONCRETE PAVEMENT

3. REMOVAL OF EXISTING CONCRETE SIEWALK

4. REMOVAL OF CURB TO BE REPLACED

5. CONSTRUCTION OF NEW CONCRETE SIDEWALK

6. INSTALL NEW CONCRETE CURB IN REPLACEMENT AREAS

7. INSTALL NEW CONCRETE PAVEMENT

PHASE 3

1. CONSTRUCTION ENTRANCE AT EDEN RD.

2. REMOVAL OF EXISTING CONCRETE PAVEMENT

3. EXISTING JOINTS AND CRACKS CLEANED AND SEALED

4. INSTALL NEW CONCRETE PAVEMENT

PHASE 3

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AIR CONDITIONING UNIT

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AIR CONDITIONING UNIT

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AIR CONDITIONING UNIT

AutoCAD SHX Text FIRE STATION NO. 15 SINGLE STORY BRICK BUILDING 906 EDEN RD. ARLINGTON TEXAS 76001

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WATER METER

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WATER VALVE

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IRRIGATION CONTROL VALVE

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WATER METER

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FIRE HYDRANT

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WATER VALVE

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SIDEWALK

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SIDEWALK

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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SIDEWALK

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6FT CHAIN LINK FENCE

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6FT CHAIN LINK FENCE

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6FT WOOD FENCE

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6FT WOOD FENCE

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SIDEWALK

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SIDEWALK

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SIDEWALK

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SANITARY SEWER MANHOLE W FL= 643.79 E FL= 643.66 S FL= 643.82 RIM= 650.903

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SANITARY SEWER MANHOLE RIM ELEV=652.58 MANHOLE IS BOLTED

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SANIRARY SEWER MANHOLE W FL= 641.691 E FL= 641.636 S FL= 641.637 RIM= 648.405

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MONUMENT SIGN

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IRRIGATION CONTROL VALVE

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CP1 5/8 IRFC CEC CONTROL

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6FT CHAIN LINK FENCE

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6FT CHAIN LINK FENCE

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IRRIGATION CONTROL VALVE

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WEEP HOLES THROUGH CURB

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WEEP HOLES THROUGH CURB

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ASPHALT

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CONCRETE

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CONCRETE

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PLAT LOT 16 T.O. HARRIS ADDITION CABINET B, SLIDE 1188 P.R.T.C.T.

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PLAT REVISION LOT 13 SOUTH COOPER BUSINESS PARK CABINET A, SLIDE 5185 P.R.T.C.T.

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PLAT REVISION LOT 13 SOUTH COOPER BUSINESS PARK CABINET A, SLIDE 5185 P.R.T.C.T.

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CP2 X-CUT

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CALLED 20' X 30' UTILITY EASEMENT (B-1188)

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CALLED 20' DRAINAGE & UTILITY EASEMENT (B-1188)

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CALLED 20' DRAINAGE & UTILITY EASEMENT (B-1188)

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DESIGNED BY:

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DRAWN BY:

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CHECKED BY:

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CITY OF ARLINGTON, TEXAS

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SHEET____OF_____

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DATE:

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ARLINGTON FIRE DEPARTMENT STATION 15

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906 EDEN RD, ARLINGTON, TX 76001

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EDEN ROAD

SANITARY SEWER MANHOLE

W FL = 643.79'

E FL = 643.66'

S FL = 643.82'

RIM = 650.903'

FIRE STATION NO. 15

SINGLE STORY BRICK

BUILDING

906 EDEN RD. ARLINGTON,

TX 76001

SANITARY SEWER MANHOLE

W FL = 641.691'

E FL = 641.636'

S FL = 641.637'

RIM = 648.405'

SANITARY SEWER MANHOLE

RIM ELEV = 652.58'

MANHOLE IS BOLTED

PROP 7" CONC

(SEE DETAIL A MISCELLANEOUS DETAILS

SHEET)

EDEN RD.

(120' RIGHT-OF-WAY)

BEGIN PROP VERTICAL MOISTURE BARRIER (206 LF)

(SEE DETAIL C MISCELLANEOUS DETAILS SHEET)

BEGIN PROP VERTICAL MOISTURE BARRIER (108 LF)

(SEE DETAIL C MISCELLANEOUS DETAILS SHEET)

PROP CONC

CURB (488 LF)

PROP 5' CONC

SIDEWALK

(MATCH EXIST)

PROP CONC

CURB (153 LF)

PROP CONC

CURB (60 LF )

PROP 5' CONC

SIDEWALK

(MATCH EXIST)

PROP CONC

CURB (489 LF)

END PROP VERTICAL MOISTURE BARRIER (206 LF)

(SEE DETAIL C MISCELLANEOUS DETAILS SHEET)

END PROP VERTICAL MOISTURE BARRIER (108 LF)

(SEE DETAIL C MISCELLANEOUS DETAILS SHEET)

TRIM TREES ALONG

ACCESS ROAD (314 LF)

CURB TRANSITION

(SEE DETAIL D MISCELLANEOUS

DETAILS SHEET)

CURB TRANSITION

(SEE DETAIL D

MISCELLANEOUS

DETAILS SHEET)

CURB TRANSITION

(SEE DETAIL D

MISCELLANEOUS

DETAILS SHEET)

CURB TRANSITION

(SEE DETAIL D

MISCELLANEOUS

DETAILS SHEET)

PROP CURB

RAMP (TYPE 2 )

20'

SCALE: 1" = 20'

0 40'

LEGEND

PAVING PLAN

RAK VVSVVS

AS SHOWN02/11/2026

NOTES:

1. PROPOSED SIDEWALK LUG RUNS THE LENGTH OF CURB

CONNECTING CURB TO SIDEWALK. SEE DETAIL B ON

MISCELLANEOUS DETAILS SHEET FOR MORE DETAILS.

2. SEE MISCELLANEOUS DETAILS SHEET FOR PAVEMENT

STRUCTURE. IN ADDITION, REFER TO GEOTECHNICAL

INVESTIGATION REPORT PROJECT NO. 257114G FOR PAVEMENT

AND TREE ROOT RECOMMENDATION.

3. CONCRETE STRENGTH SHOULD BE AT 3,600 PSI AT 28 DAYS AND

PAVING SHOULD BE REINFORCED WITH A MINIMUM OF #4 BARS

AT 24-INCHES ON-CENTER EACH WAY. A MINIMUM CLEAR

DISTANCE OF 3-INCHES SHALL BE BETWEEN THE SOIL AND STEEL.

4. CONTRACTOR TO CUT ROOTS OF TREES BEHIND CURB AND

INSTALL VERTICAL MOISTURE BARRIER TO PREVENT ROOTS

FROM GROWING BEYOND THE CURBLINE. IN ADDITION,

CONTRACTOR TO TRIM TREES, WITHIN LIMITS OF MOISTURE

BARRIER. TREES SHALL BE TRIMMED TO ELIMINATE CANOPY

BEYOND CURBLINE.

4 16

7" CONCRETE

4" CONC SIDEWALK/BUILDING

ENTRANCE

PROP CURB

TBPE Firm No. 10997 02/11/2026

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AIR CONDITIONING UNIT

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AIR CONDITIONING UNIT

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AIR CONDITIONING UNIT

AutoCAD SHX Text FIRE STATION NO. 15 SINGLE STORY BRICK BUILDING 906 EDEN RD. ARLINGTON TEXAS 76001

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WATER METER

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FIRE HYDRANT

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SIDEWALK

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CONCRETE

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6FT CHAIN LINK FENCE

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MONUMENT SIGN

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IRRIGATION CONTROL VALVE

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CP1 5/8 IRFC CEC CONTROL

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6FT CHAIN LINK FENCE

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6FT CHAIN LINK FENCE

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IRRIGATION CONTROL VALVE

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WEEP HOLES THROUGH CURB

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ASPHALT

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CONCRETE

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CONCRETE

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PLAT LOT 16 T.O. HARRIS ADDITION CABINET B, SLIDE 1188 P.R.T.C.T.

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PLAT REVISION LOT 13 SOUTH COOPER BUSINESS PARK CABINET A, SLIDE 5185 P.R.T.C.T.

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PLAT REVISION LOT 13 SOUTH COOPER BUSINESS PARK CABINET A, SLIDE 5185 P.R.T.C.T.

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CP2 X-CUT

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CALLED 20' X 30' UTILITY EASEMENT (B-1188)

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CALLED 20' DRAINAGE & UTILITY EASEMENT (B-1188)

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CALLED 20' DRAINAGE & UTILITY EASEMENT (B-1188)

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DESIGNED BY:

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DRAWN BY:

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CHECKED BY:

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CITY OF ARLINGTON, TEXAS

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SHEET____OF_____

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DATE:

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ARLINGTON FIRE DEPARTMENT STATION 15

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906 EDEN RD, ARLINGTON, TX 76001

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EDEN ROAD

SANITARY SEWER MANHOLE

W FL = 643.79'

E FL = 643.66'

S FL = 643.82'

RIM = 650.903'

FIRE STATION NO. 15

SINGLE STORY BRICK

BUILDING

906 EDEN RD. ARLINGTON,

TX 76001

SANITARY SEWER MANHOLE

W FL = 641.691'

E FL = 641.636'

S FL = 641.637'

RIM = 648.405'

SANITARY SEWER MANHOLE

RIM ELEV = 652.58'

MANHOLE IS BOLTED

EDEN RD.

(120' RIGHT-OF-WAY)

EQ

. S

PA

C

ES

5'

0'

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0'

12' 12'

12' 12'

8' 15' 15'4'

EQ

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C

ES

5'

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. S

PA

C

ES

5'

6 EQ. SPACES @ 15' = 90'

6 EQ. SPACES @ 15' = 90'

12'12'

13' 12'

13' 12'

5 EQ. SPACES @ 15' = 75'

5 EQ. SPACES @ 15' = 75'

14'

14'

5 EQ. SPACES @ 15' = 60'

17'

17'17'

17'

12'12'

12'12'

17'17'12'12'

17'17'12'12'

17'17'

20'

SCALE: 1" = 20'

0 40'

PAVING JOINT LAYOUT

RAK VVSVVS

AS SHOWN02/11/2026 5 16

TBPE Firm No. 10997 02/11/2026

LEGEND

TRANSVERSE

CONSTRUCTION JOINT

EXPANSION JOINT

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AIR CONDITIONING UNIT

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AIR CONDITIONING UNIT

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AIR CONDITIONING UNIT

AutoCAD SHX Text FIRE STATION NO. 15 SINGLE STORY BRICK BUILDING 906 EDEN RD. ARLINGTON TEXAS 76001

AutoCAD SHX Text

WATER METER

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WATER VALVE

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IRRIGATION CONTROL VALVE

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WATER METER

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WATER VALVE

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FIRE HYDRANT

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WATER VALVE

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SIDEWALK

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SIDEWALK

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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SIDEWALK

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6FT CHAIN LINK FENCE

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6FT CHAIN LINK FENCE

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6FT WOOD FENCE

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6FT WOOD FENCE

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SIDEWALK

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SIDEWALK

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SIDEWALK

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SANITARY SEWER MANHOLE W FL= 643.79 E FL= 643.66 S FL= 643.82 RIM= 650.903

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SANITARY SEWER MANHOLE RIM ELEV=652.58 MANHOLE IS BOLTED

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SANIRARY SEWER MANHOLE W FL= 641.691 E FL= 641.636 S FL= 641.637 RIM= 648.405

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MONUMENT SIGN

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IRRIGATION CONTROL VALVE

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CP1 5/8 IRFC CEC CONTROL

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6FT CHAIN LINK FENCE

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6FT CHAIN LINK FENCE

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IRRIGATION CONTROL VALVE

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WEEP HOLES THROUGH CURB

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WEEP HOLES THROUGH CURB

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ASPHALT

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CONCRETE

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CONCRETE

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PLAT LOT 16 T.O. HARRIS ADDITION CABINET B, SLIDE 1188 P.R.T.C.T.

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PLAT REVISION LOT 13 SOUTH COOPER BUSINESS PARK CABINET A, SLIDE 5185 P.R.T.C.T.

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PLAT REVISION LOT 13 SOUTH COOPER BUSINESS PARK CABINET A, SLIDE 5185 P.R.T.C.T.

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CP

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CP

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CP2 X-CUT

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CP3 X-CUT

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CP4 X-CUT

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CALLED 20' X 30' UTILITY EASEMENT (B-1188)

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CALLED 20' DRAINAGE & UTILITY EASEMENT (B-1188)

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CALLED 20' DRAINAGE & UTILITY EASEMENT (B-1188)

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DESIGNED BY:

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DRAWN BY:

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CHECKED BY:

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CITY OF ARLINGTON, TEXAS

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SHEET____OF_____

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DATE:

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ARLINGTON FIRE DEPARTMENT STATION 15

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906 EDEN RD, ARLINGTON, TX 76001

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SCALE:

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E

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XXX

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G G G G

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C

EDEN ROAD

SANITARY SEWER MANHOLE

W FL = 643.79'

E FL = 643.66'

S FL = 643.82'

RIM = 650.903'

FIRE STATION NO. 15

SINGLE STORY BRICK

BUILDING

906 EDEN RD. ARLINGTON,

TX 76001

SANITARY SEWER MANHOLE

W FL = 641.691'

E FL = 641.636'

S FL = 641.637'

RIM = 648.405'

SANITARY SEWER MANHOLE

RIM ELEV = 652.58'

MANHOLE IS BOLTED

EDEN RD.

(120' RIGHT-OF-WAY)

652.90

653.00

652.70

TC=652.60

652.77 652.83

TC=653.25

652.90

TC=653.00

651.00TC=653.00

MATCH EXIST.

ELEVATION

651.90

653.00 653.00653.00

652.90

TC=652.90 TC=652.90

MATCH EXIST.

ELEVATION

MATCH EXIST.

ELEVATION

MATCH EXIST.

ELEVATION

MATCH EXIST.

ELEVATION

652 65

-3 .3

-2.4%

-1.6%

-2.7%

-4.

8%

TC=653.00 TC=653.00

TC=652.50 TC=652.50

652.00

EXIST. CURB

INLET

20'

SCALE: 1" = 20'

0 40'

LEGEND

GRADING PLAN

RAK VVSVVS

AS SHOWN02/11/2026

NOTES:

1. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A

RUNNING SLOPE NO GREATER THAN 5% (UNLESS

OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER

THAN 2%

2. CONTRACTOR TO MAKE SURE PAVEMENT MAINTAINS

POSITIVE FLOW SO NO PONDING OCCURS.

6 16

TBPE Firm No. 10997 02/11/2026

2.5%

590.78

EXIST. CONTOUR

PROPOSED CONTOUR

PROPOSED SLOPE

PROPOSED SPOT ELEVATION

TOP OF PAVEMENT (UNLESS

OTHERWISE NOTED)

EXISTING SPOT ELEVATION

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AIR CONDITIONING UNIT

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AIR CONDITIONING UNIT

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AIR CONDITIONING UNIT

AutoCAD SHX Text FIRE STATION NO. 15 SINGLE STORY BRICK BUILDING 906 EDEN RD. ARLINGTON TEXAS 76001

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WATER METER

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WATER VALVE

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IRRIGATION CONTROL VALVE

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WATER METER

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FIRE HYDRANT

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SIDEWALK

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CONCRETE

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CONCRETE

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SIDEWALK

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6FT CHAIN LINK FENCE

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6FT WOOD FENCE

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6FT WOOD FENCE

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SIDEWALK

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SIDEWALK

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MONUMENT SIGN

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IRRIGATION CONTROL VALVE

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CP1 5/8 IRFC CEC CONTROL

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6FT CHAIN LINK FENCE

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IRRIGATION CONTROL VALVE

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WEEP HOLES THROUGH CURB

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ASPHALT

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CONCRETE

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CONCRETE

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PLAT LOT 16 T.O. HARRIS ADDITION CABINET B, SLIDE 1188 P.R.T.C.T.

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PLAT REVISION LOT 13 SOUTH COOPER BUSINESS PARK CABINET A, SLIDE 5185 P.R.T.C.T.

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PLAT REVISION LOT 13 SOUTH COOPER BUSINESS PARK CABINET A, SLIDE 5185 P.R.T.C.T.

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CALLED 20' X 30' UTILITY EASEMENT (B-1188)

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CALLED 20' DRAINAGE & UTILITY EASEMENT (B-1188)

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CALLED 20' DRAINAGE & UTILITY EASEMENT (B-1188)

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DESIGNED BY:

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DRAWN BY:

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CHECKED BY:

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CITY OF ARLINGTON, TEXAS

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SHEET____OF_____

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DATE:

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ARLINGTON FIRE DEPARTMENT STATION 15

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906 EDEN RD, ARLINGTON, TX 76001

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VORANIQUE V. SIMON

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591.96

EDEN RD.

(120' RIGHT-OF-WAY)

140 LF OF SEDIMENT

CONTROL FENCE

INLET PROTECTION

BIODEGRADABLE EROSION

CONTROL LOGS

(TYP)

288 LF OF SEDIMENT

CONTROL FENCE

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