2-PB24TF01- LHBR Redevelopment Final Landscape Improvements Plans Issued for Bid 10-29-2025.pdf

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DEPARTMENT OF TRANSPORTATION & PUBLIC WORKS

1. CORINTH STREET - PROJECT LENGTH 1002 LF

10/24/2025

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DESIGN DRAWN DATE SCALE NOTES FILE NO.

CITY OF DALLAS, TEXAS

MS 10/24/25

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

SOUTH RIVERFRONT BOULEVARD TO UPRR

CORINTH STREET

PB 24TF01 - Longhorn Ballroom Redevelopment Project

119311D2/15

DSGN Associates, Inc.

115 West Greenbriar Lane Dallas, Texas 75208 USA www.dsgn.com 214-748-7712

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CITY OF DALLAS GENERAL NOTES

GENERAL

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) PUBLIC WORKS CONSTRUCTION STANDARDS, (FIFTH EDITION, NOVEMBER 2017), AS AMENDED BY THE CITY OF DALLAS 2021 ADDENDUM (OCTOBER 1, 2021) TO THE NCTCOG PUBLIC WORKS CONSTRUCTION

THE CITY OF DALLAS DEPARTMENT OF PUBLIC WORKS STANDARD CONSTRUCTION DETAILS (UPDATED

2. THE WORK ORDER FOR THIS PROJECT IS ESTIMATED TO BE ISSUED DURING THE MONTH OF

_____________________. THE CONTRACTOR SHALL BEGIN WORK WITHIN TEN (10) DAYS OF THE DATE SPECIFIED ON THE WORK ORDER. ANY REVISIONS/CHANGE ORDERS PROVIDED TO CONTRACTOR FOR ADDITIONAL WORK

OR REDUCTION IN WORK DOES NOT CONSTITUTE A NEW START DATE.

3. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS BEFORE ANY WORK MAY BEGIN. ALL PERMIT FEES SHALL BE CONSIDERED INCIDENTAL TO PAY ITEMS PROVIDED. STREET EXCAVATION PERMIT APPLICATIONS MUST BE SUBMITTED IN ROOM 321 OF THE OAK CLIFF MUNICIPAL CENTER, AT LEAST TWO (2) WORKING DAYS BEFORE THE START OF CONSTRUCTION. FOR MORE INFORMATION, CALL CITY OF DALLAS CONSTRUCTION

INSPECTION DIVISION (214) 948-4290.

4. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE UPDATE TO THE ENGINEER AND THE CONSTRUCTION INSPECTOR WITH THE MONTHLY PAY ESTIMATE. CONTRACTOR SHALL PROVIDE A WEEKLY

UPDATE UPON REQUEST BY THE PROJECT MANAGER AT NO ADDITIONAL COST TO THE OWNER.

5. THE CONTRACTOR WILL BE PAID ONLY FOR THE WORK WHICH IS COMPLETED IN STRICT CONFORMANCE TO THE FILE 251D-1; THE STANDARD SPECIFICATIONS; DALLAS WATER UTILITIES STANDARD DRAWINGS; AND ALL

ADDENDA AND APPLICABLE SPECIFICATIONS AS STATED IN THE SPECIAL PROVISIONS.

6. NO FINAL PAYMENT TO CONTRACTOR SHALL BE RELEASED PRIOR TO THE ACCEPTANCE OF THE FINAL INSPECTION FROM THE AUTHORIZED PERSONNEL OF THE CITY OF DALLAS DEPARTMENT OF PUBLIC WORKS

CONSTRUCTION INSPECTION DIVISION.

7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING SHOULD ANY DISCREPANCIES BE FOUND IN THE CONSTRUCTION PLANS AND/OR THE SPECIAL PROVISIONS. THE CONTRACTOR WILL NOT BE COMPENSATED FOR

ANY WORK NOT AUTHORIZED BY THE ENGINEER.

8. THE CONTRACTOR SHALL NOTIFY THE CITY OF DALLAS CONSTRUCTION INSPECTOR OR DISTRICT SUPERVISOR TWO (2) WORKING DAYS BEFORE STARTING WORK, SO THAT PROPER JOB INSPECTION CAN BE SCHEDULED.

9. THE CONTRACTOR SHALL NOTIFY THE CITY OF DALLAS CONSTRUCTION INSPECTOR OR DISTRICT SUPERVISOR ONE (1) WORKING DAY IN ADVANCE OF ANY CONCRETE PLACING OR ASPHALT LAYING OPERATION.

10. THE CONTRACTOR MUST FURNISH AT LEAST TWO (2) PHONE NUMBERS WHERE RESPONSIBLE PERSONNEL CAN BE REACHED IN CASE OF EMERGENCY DURING WORKING AND NON-WORKING HOURS. IF THERE ARE ANY CHANGES, THE INFORMATION MUST BE UPDATED IMMEDIATELY FOR THE DURATION OF THE PROJECT.

11. IF CULTURAL RESOURCES (ARCHAEOLOGICAL FINDINGS UNEARTHED) ARE LOCATED DURING CONSTRUCTION, WORK SHALL STOP IMMEDIATELY IN THAT AREA.

12. WHILE THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF PROGRESSING THE WORK, THE ENGINEER/INSPECTOR IS RESPONSIBLE TO ASSURE THAT THE MEANS AND METHODS PROPOSED ARE IN ACCORDANCE WITH THE CITY STANDARDS AND GUIDELINES, AS WELL AS, THE DETAILS IN THE PROJECT SPECIFIC PLANS AND SPECIFICATIONS. THE ENGINEER/INSPECTOR WILL DIRECT THE CONTRACTOR TO STOP ANY ACTIVITIES THAT ENDANGERS VEHICULAR TRAFFIC, PEDESTRIANS, WORKERS OR PROPERTY AND TO ASSURE THAT THE NEEDED ADJUSTMENTS/MODIFICATIONS ARE IMPLEMENTED IN A TIMELY MANNER TO

MITIGATE ANY DANGEROUS CONDITIONS OR ACTIVITIES THAT EXIST.

13. THE CONTRACTOR AND THE CITY INSPECTOR SHALL MEASURE QUANTITIES FOR REMOVAL ITEMS 201, 202 & 203.

PAVING

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING BENCHMARKS AFFECTED BY THE CONSTRUCTION

OR ESTABLISHING NEW ONES (NO SEPARATE PAY ITEM).

15. ALL CONCRETE SHALL BE PLACED IN COMPLIANCE WITH THE SPECIFIED CLASSES AND QUALITY OF CONCRETE

OTHERWISE MODIFIED BY THE PLANS AND SPECIAL PROVISIONS OF THE PROJECT. ALL OTHER CONCRETE NOT

16. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE COMPLETE CONCRETE MIX (BATCH) DESIGN AT THE PRE-CONSTRUCTION CONFERENCE AND/OR AT LEAST TEN (10) WORKING DAYS PRIOR TO THE START OF ANY CONCRETE PLACING OPERATIONS (FAX INFORMATION IS NOT ACCEPTABLE). IF VOLUMETRIC CONCRETE IS USED, THE SAME INFORMATION IS REQUIRED. (NOTE: VOLUMETRIC CONCRETE IS NOT APPROVED FOR PLACEMENT OF CONCRETE FOR STREET OR ALLEY PAVING, BUT MAY BE USED FOR SIDEWALK, CURB AND GUTTER, DRIVEWAY APPROACH, AND COMPOSITE GABION CONCRETE BEAMS. A SHEET OF TRUCK GATE SETTINGS FROM THE SUPPLIER MUST BE APPROVED BY THE ENGINEER, IN ADDITION TO THE COMPLETE

CONCRETE MIX DESIGN.)

17. ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE

CORRECT CLEARANCES BY USING BAR CHAIRS OR OTHER APPROVED SUPPORT.

18. THE USE OF WOOD FORMS FOR PAVEMENT CONSTRUCTION WILL BE PERMITTED ONLY FOR LEAVEOUTS, ALLEYS, SIDEWALKS, DRIVEWAYS, BARRIER FREE RAMPS AND INTERSECTIONS, UNLESS OTHERWISE DIRECTED

BY THE ENGINEER.

19. DUMMY JOINTS (CONTROL JOINTS) SHALL BE SAWED IN THE PAVEMENT ON THIS PROJECT, AND SHALL BE SAWED NOT LATER THAN 12 HOURS AFTER THE PLACEMENT OF THE PAVEMENT. DUMMY JOINTS WILL BE SPACED 15 FEET ON CENTERS, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. SPACING VARIATIONS SHALL BE MADE AT BLOCKOUTS, CONSTRUCTION JOINTS AND STREET INTERSECTIONS TO LINE UP WITH EXISTING PAVING JOINTS, AS DIRECTED BY THE CITY OF DALLAS. THE SPACING BETWEEN ANY JOINT SHALL NOT BE LESS

THAN 10 FEET NOR MORE THAN 20 FEET. SEE FILE 251D-1, FOR ADDITIONAL INFORMATION.

20. DRIVE APPROACHES DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED TO MATCH THE EXISTING CONDITIONS, AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE CITY OF DALLAS OR ITS REPRESENTATIVE. DRAINAGE PIPE UNDER DRIVE APPROACHES DAMAGED BY THE CONTRACTOR SHALL BE REPLACED OR REPAIRED TO EQUAL OR BETTER THAN EXISTING CONDITION, AT THE CONTRACTOR'S

EXPENSE.

21. PAY ITEM 503- GRAVEL SURFACE, IS FOR RESTORING UNPAVED DRIVES BEHIND THE PROPERTY LINE TO GRADE AND RESTORATION OF THE SURFACE TO EQUAL OR BETTER THAN THE ORIGINAL CONDITION. PAY LIMITS WILL BE MEASURED AS DIMENSIONED ON THE PLANS AND WILL NOT BE MEASURED IN THE FIELD FOR PAYMENT.

WHEN A PAY ITEM IS NOT INCLUDED IN THE PLANS, ADJUSTMENT WILL BE INCIDENTAL TO THE PROJECT.

22. BARRIER FREE RAMPS MAY BE BUILT WITH THIS PROJECT. PAY ITEMS WILL BE THOSE SHOWN ON THE PLANS.

LOCATIONS MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER TO CLEAR OBSTRUCTIONS. ALL BARRIER FREE RAMPS SHALL MEET REQUIREMENTS FOR SLOPE, TEXTURE, SURFACE FINISH AND COLOR, AS SHOWN IN THE TEXAS ACCESSIBILITY STANDARDS, AS CURRENTLY AMENDED BY THE TEXAS DEPARTMENT OF LICENSING &

REGULATION.

23. WHEN BARRIER FREE RAMPS AND/OR SIDEWALKS ARE PLACED IMMEDIATELY ADJACENT TO CONCRETE CURB AND GUTTER, THE CONCRETE FOR THE CURB AND GUTTER SHALL BE PLACED FIRST AND ALLOWED TO CURE BEFORE CONCRETE FOR BARRIER FREE RAMPS AND/OR SIDEWALKS IS PLACED. THIS SEPARATION IS NECESSARY TO SATISFY THE REQUIREMENTS FOR KEYWAY OR KEYWAY REPLACEMENT AS SHOWN IN THE FILE 251D-1. THE CONCRETE FOR THE CURB AND GUTTER SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH

OF 4,500 PSI.

24. VARIABLE HEIGHT CURB AT INTERSECTIONS AND SLOPING CURBS AT DRIVES MAY BE CONSTRUCTED TO MATCH FUTURE BARRIER FREE RAMPS, AS DIRECTED BY THE ENGINEER. WHEN A PAY ITEM IS NOT INCLUDED IN THE

PLANS, WORK SHALL BE INCIDENTAL TO THE PROJECT.

25. DURING SIDEWALK REPLACEMENT, IF ADJACENT RETAINING WALLS ARE DAMAGED OR REMOVED BECAUSE OF

LIKE-KIND MATERIAL. WHEN A PAY ITEM IS NOT INCLUDED IN THE PLANS, WORK SHALL BE INCIDENTAL TO THE

PROJECT.

26. WHEN BARRIER FREE RAMP IS PAID AS EACH, ANY RETAINING WALL BUILT ADJACENT TO THE BARRIER FREE RAMP WILL BE MEASURED AND PAID FOR UPRIGHT PORTION ONLY. THE FOOTING PORTION OF THIS SECTION OF

RETAINING WALL SHALL BE INCIDENTAL TO THE BARRIER FREE RAMP.

27. THE PROPOSED SIDEWALK ALIGNMENT MAY BE REVISED AS DIRECTED BY THE ENGINEER TO PREVENT THE

REMOVAL OF TREES, ENSURING THAT ADEQUATE WIDTH IS RETAINED FOR HANDICAP ACCESS.

28. THE STANDARD RESIDENTIAL DRIVEWAY WIDTH IS 10-FEET. ALL DRIVEWAY TURNOUTS, EXCEPT THOSE IN THE CENTRAL BUSINESS DISTRICT OR CONSTRUCTED WITH SIDEWALK PROJECTS, SHALL BE CONSTRUCTED IN THE DUST-PAN STYLE SHOWN IN THE FILE 251D-1, SHEET 1004. WHERE DRIVEWAY TURNOUTS ARE CONSTRUCTED WITH A RADIUS, THE RADIUS SHALL BE 10 FEET TO THE FACE OF CURB. VARIATIONS FROM THE STANDARDS

ARE DIMENSIONED.

29. THE STANDARD WIDTH OF ALLEY TURNOUTS IS 12-FEET. ALL ALLEY TURNOUTS, EXCEPT THOSE CONSTRUCTED WITH SIDEWALK PROJECTS, SHALL BE CONSTRUCTED IN THE DUST-PAN STYLE SHOWN IN THE FILE 251D-1, SHEETS 1009, 1010. WHERE ALLEY TURNOUTS ARE CONSTRUCTED WITH A RADIUS, THE RADIUS SHALL BE

____________ TO THE FACE OF CURB. VARIATIONS FROM THE STANDARDS ARE DIMENSIONED.

30. THE CONTRACTOR SHALL PROTECT ALL EXISTING FENCES AND MAIL BOXES. ANY DAMAGES DUE TO

HAS BEEN PROVIDED, OR AS DIRECTED BY THE ENGINEER.

31. MAIL BOXES WILL BE RESET AS DIRECTED BY THE ENGINEER. ALL MAIL BOXES TO BE REMOVED SHALL BE STORED AND RESET AS SOON AS ALLOWED BY CONSTRUCTION ACTIVITIES. ALL MAIL BOXES DAMAGED BY CONSTRUCTION ACTIVITIES (OR WHILE BEING STORED) SHALL BE REPLACED WITH MAIL BOXES OF EQUAL OR BETTER QUALITY, AND OF A SIMILAR STYLE TO THOSE BEING REPLACED. SEE THE SPECIAL PROVISION.

32. WHEN ENCROACHING MASONRY WALLS AND LANDSCAPING PLANTS AND MATERIALS ARE TO BE REMOVED, SUITABLE MATERIAL AND PLANTS WILL BE SALVAGED FOR THE PROPERTY OWNER AS DIRECTED BY THE ENGINEER. PLANTS, SHRUBBERY, LANDSCAPING, OR ANY LIVING TREES SHALL BE PROTECTED AND SHALL NOT BE REMOVED FROM THE WORK SITE. DAMAGE TO THESE MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD CONTACT THE ENGINEER PRIOR TO ANY REMOVAL.

33. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING FACILITIES IN AND AROUND THE PROJECT AREA. THESE INCLUDE TREES, PLANTINGS, CONCRETE PAVING, BENCHES, SIGNS AND OTHER FACILITIES FOUND ON SITE. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY FACILITIES DAMAGED DURING CONSTRUCTION, AT NO COST TO THE CITY, UNLESS A SEPARATE PAY ITEM HAS BEEN PROVIDED, OR AS

DIRECTED BY THE ENGINEER.

34. BEFORE THE START OF THE CONSTRUCTION, RESIDENTIAL SPRINKLER SYSTEMS MUST BE CHECKED IN THE PRESENCE OF THE PROPERTY OWNER. ANY DAMAGES TO EXISTING RESIDENTIAL SPRINKLER SYSTEMS DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, UNLESS A SEPARATE PAY ITEM HAS

BEEN PROVIDED, OR AS DIRECTED BY THE ENGINEER.

35. THE LOCATIONS OF DRIVEWAYS, STEPS, ETC., AS SHOWN ON THESE PLANS ARE APPROXIMATE. ACCURATE LOCATIONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AFTER CONSULTATION WITH THE

ENGINEER.

ENVIRONMENTAL

36. THE CONTRACTOR MUST HAVE A WRITTEN AGREEMENT WITH THE PROPERTY OWNER ON FILE WITH THE CITY OF DALLAS BEFORE THE CONTRACTOR MAY USE OR PLACE ANY MATERIALS OR EQUIPMENT ON PRIVATE PROPERTY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE A COPY OF THE TEMPORARY CERTIFICATE OF OCCUPANCY (C.O.) OR SPECIAL USE PERMIT (S.U.P.) AS REQUIRED OF THE PROPERTY OWNER, PER CITY OF DALLAS ORDINANCE NO. 22996, WHEN THE CONTRACTOR ELECTS TO PLACE EXCESS FILL ON PRIVATE PROPERTY ON A PERMANENT BASIS. LETTERS OF FINAL APPROVAL AND RELEASE FROM THE AFFECTED PROPERTY OWNER(S) MUST BE SUBMITTED TO THE CITY OF DALLAS BEFORE FINAL PAYMENT WILL BE AUTHORIZED ON THIS PROJECT. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG ANY NATURAL DRAINAGE WAY, WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN AREAS WITHOUT WRITTEN PERMISSION, DAMAGE RESULTING FROM SUCH FILL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH FILL MATERIAL SHALL BE REMOVED AT

BETTER THAN ORIGINAL CONDITION.

37. THE CITY OF DALLAS RESERVES THE RIGHT TO ISSUE THE WORK ORDER FOR PAY ITEM 101- CLEARING AND GRUBBING, SEPARATE AND APART FROM THE WORK ORDER FOR THE REMAINDER OF THE PROJECT. AFTER THE CLEARING AND GRUBBING, HAS BEEN COMPLETED TO THE SATISFACTION OF THE ENGINEER, THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR MAINTENANCE OF THE SITE, BARRICADES OR THE WARNING FACILITIES OF OTHERS UNTIL THE ISSUANCE OF THE WORK ORDER FOR THE REMAINDER OF THE PROJECT.

38. NO TREES SHALL BE CUT EXCEPT ON SPECIFIC AUTHORITY OF THE ENGINEER. TREES REMOVED WITH A DIAMETER OF LESS THAN 6 INCHES, LIMBS OVERHANGING THE BARRIER FREE RAMPS/SIDEWALK TRIMMED TO A HEIGHT OF 8 FEET FROM THE GROUND, AND SHAVING OF TREE ROOTS SHALL BE INCIDENTAL TO PAY ITEM 101- CLEARING & GRUBBING, OR INCIDENTAL TO THE PROJECT WHEN PAY ITEM 101 IS NOT PROVIDED.

39. PAY ITEM 102- UNCLASSIFIED STREET EXCAVATION, AND PAY ITEM 1405- UNCLASSIFIED CHANNEL EXCAVATION, WILL NOT INCLUDE CONCRETE WORK OR ANY OTHER MATERIAL REMOVED AS SEPARATE PAY ITEMS.

40. THE CONTRACTOR MAY EXCAVATE THE PROPOSED ROADWAY, FULL WIDTH, ONLY WITH THE PRIOR APPROVAL

41. THE QUANTITY OF UNCLASSIFIED EXCAVATION NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT IS

ESTIMATED TO BE APPROXIMATELY 5,020 CUBIC YARDS.

42. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO THE PROJECT FREE

OF MUD AND DEBRIS FROM THE CONSTRUCTION AT ALL TIMES.

43. ALL STORM WATER POLLUTION PREVENTION MEASURES SHALL BE USED IN COMPLIANCE WITH THE STANDARD

SUCCESSFUL COMPLETION OF THE PROJECT.

44. ALL WASTE MATERIAL AND/OR EXCESS EXCAVATION NOT USED AS PART OF THE WORK SHALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF IN A TIMELY MANNER AT ACCEPTABLE LOCATIONS IN ACCORDANCE WITH

ALL LOCAL, STATE AND FEDERAL REGULATIONS (NO SEPARATE PAY ITEM).

45. THE PAY LIMIT FOR GRASS SPOT OR BLOCK SODDING REPLACEMENT DUE TO STORM DRAINAGE SYSTEM INSTALLATION SHALL BE 2-FEET OUTSIDE THE EXCAVATED TRENCH. ALL OTHER GRASS DAMAGED OR DESTROYED DURING THIS INSTALLATION SHALL BE REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR.

46. THE CONTRACTOR SHALL HAVE AN ON-SITE SPILL RESPONSE KIT. CONSTRUCTION PERSONNEL SHALL BE TRAINED ON HOW TO USE THE SPILL RESPONSE KIT. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE CITY OF DALLAS ENVIRONMENTAL POLICY. NO SPILLS WILL BE ALLOWED TO ENTER THE STORM DRAINAGE

SYSTEM.

47.

DATED APRIL 10TH, 2024, FOR ANTICIPATED SUBSURFACE CONDITIONS AND DETAILS CONCERNING SUBGRADE PREPARATION. THIS REPORT SHALL BE MADE AVAILABLE TO THE CONTRACTOR DURING THE BIDDING PROCESS

48. ANY CLEARING AND GRUBBING NEEDED, AS DIRECTED BY THE ENGINEER, SHALL BE INCIDENTAL TO THE

PROJECT OR TO PAY ITEM 101- CLEARING & GRUBBING, WHEN PROVIDED.

CITY OF DALLAS, TEXAS

MS 10/24/25

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

SOUTH RIVERFRONT BOULEVARD TO UPRR

CORINTH STREET

PB 24TF01 - Longhorn Ballroom Redevelopment Project

119311D3/15

DSGN Associates, Inc.

115 West Greenbriar Lane Dallas, Texas 75208 USA www.dsgn.com 214-748-7712

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CITY OF DALLAS GENERAL NOTES

GENERAL NOTES SRTEET (CONT.):

TRAFFIC

49. THE CONTRACTOR SHALL MAINTAIN PROPER BARRICADES AND SAFETY MEASURES FOR THE PROTECTION OF THE TRAVELING PUBLIC DURING THE CONSTRUCTION OF THIS PROJECT AS COVERED IN THE STANDARD

50. ALL BARRICADES, WARNING SIGNS, LIGHTS, DEVICES, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS MUST CONFORM TO THE INSTALLATION SHOWN IN THE LATEST TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD), AS CURRENTLY AMENDED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, AND THE CITY OF DALLAS TRAFFIC BARRICADE MANUAL (2011 EDITION, OR AS CURRENTLY AMENDED BY THE CITY OF DALLAS DEPARTMENT OF PUBLIC WORKS, RIGHT OF WAY MANAGEMENT SECTION).

51. THE CONTRACTOR SHALL DEVELOP A SEQUENCE OF CONSTRUCTION, PREPARE DETAILED TRAFFIC CONTROL

BARRICADE MANUAL, AND SUBMIT THEM TO THE CITY OF DALLAS FOR REVIEW AND APPROVAL PRIOR TO

SETTING UP FOR CONSTRUCTION.

52. PAY LIMITS FOR MEASUREMENT OF PAY ITEM 1601A- TRAFFIC CONTROL, SHALL INCLUDE REMOVAL, INSTALLATION AND MAINTENANCE OF ALL TEMPORARY TRAFFIC CONTROL DEVICES (WARNING SIGNS, BARRICADES, ELECTRICAL ARROW BOARD, FLAGMEN, TEMPORARY PAVEMENT MARKINGS FOR DETOUR [IF APPLICABLE] AND ANY OTHER TEMPORARY TRAFFIC CONTROL MEASURES) IMPLEMENTED, AS DIRECTED BY THE

ENGINEER TO MAINTAIN THE NECESSARY TRAFFIC THROUGH THE PROJECT.

53. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN REMOVING AND RESETTING TRAFFIC CONTROL SIGNS. WHEN A SEPARATE PAY ITEM HAS NOT BEEN PROVIDED, PAY ITEM 1601A SHALL ALSO INCLUDE REMOVING AND RESETTING/REPLACING EXISTING UNDAMAGED TRAFFIC CONTROL SIGNS. ANY TRAFFIC CONTROL SIGNS DAMAGED OR ALTERED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S

EXPENSE.

54. THE CONTRACTOR SHALL REMOVE ALL EXISTING PAVEMENT MARKINGS IN DETOUR AREAS TO AVOID CONFLICTS WITH TEMPORARY PAVEMENT MARKINGS, AS DIRECTED BY THE ENGINEER. WHEN A PAY ITEM IS NOT INCLUDED IN THE PLANS, WORK SHALL BE INCIDENTAL TO THE PROJECT. DETOURS OUTSIDE THE PROJECT LIMITS THAT ROUTE TRAFFIC AROUND A CLOSED ROADWAY SHALL UTILIZE EXISTING PAVEMENT MARKINGS. ANY TRAFFIC

CONTROL STRIPING DAMAGED OR ALTERED DURING CONSTRUCTION SHALL BE REPLACED AT THE

CONTRACTOR'S EXPENSE.

55. TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES ON THIS PROJECT UNLESS SPECIFIED OTHERWISE IN

THE PLANS AND SPECIFICATIONS.

56. ACCESS TO ABUTTING PROPERTY WILL BE MAINTAINED BY PAVING DOUBLE DRIVES ONE AT A TIME OR BY PAVING WIDE DRIVES ONE-HALF WIDTH AT A TIME, AS DIRECTED BY THE ENGINEER. ACCESS TO ABUTTING PROPERTY DURING THE CONSTRUCTION OF THIS PROJECT SHALL BE MAINTAINED FOR EMERGENCY AND LOCAL

TRAFFIC. PAYMENT FOR A LEAVEOUT WILL NOT BE MADE.

57. STREET INTERSECTIONS WILL BE KEPT OPEN TO TRAFFIC BY PAVING ONE-HALF WIDTH AT A TIME, AS DIRECTED BY THE ENGINEER. PAYMENT FOR A LEAVEOUT MAY BE PROVIDED IN SUCH CASES. WHEN A PAY ITEM IS NOT

INCLUDED IN THE PLANS, WORK SHALL BE INCIDENTAL TO THE PROJECT.

58. THE LOCATION OF TRAFFIC SIGNAL FOUNDATIONS, BASES, CONDUIT, DETECTORS, ETC., SHOWN ON THE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL GIVE THE CITY OF DALLAS TRANSPORTATION DEPARTMENT TWO (2) WEEKDAYS NOTICE TO ESTABLISH THE FINAL LOCATION OF ANY FOUNDATION, BASE, CONDUIT, DETECTOR, ETC., AND HAVE THE LOCATION APPROVED ON THE GROUND BY THE CITY OF DALLAS TRAFFIC SIGNAL ENGINEER OR DULY AUTHORIZED REPRESENTATIVE. CONTACT CITY OF DALLAS TRAFFIC MANAGEMENT CENTER

AT (214) 670-3095 OR ALFRED.LEMON@DALLASCITYHALL.COM.

59. NO STOP OR YIELD SIGN IS TO BE RELOCATED OR REMOVED WITHOUT PRIOR APPROVAL BY THE CITY OF DALLAS DEPARTMENT OF TTRANSPORTATION (DDOT) TRAFFIC SIGNS AND PAVEMENT MARKING SECTION. THE CONTRACTOR MUST CONTACT DDOT ENGINEER OR DULY AUTHORIZED REPRESENTATIVE AND OBTAIN PERMISSION FROM DDOT TRAFFIC SIGN SHOP, 3204 CANTON STREET AT LEAST TWO (2) WEEKDAYS IN ADVANCE

FOR CHANGES IN THESE SIGNS. FOR MORE INFORMATION, CALL (469)-704-0614.

60. WHEN RIGID CONDUIT IS ENCOUNTERED, THE RIGID CONDUIT SHALL BE PUSHED UNDER EXISTING PAVEMENT

OR UNDER CONDUIT CONNECTING TO A POWER SOURCE. SEE SPECIAL PROVISION.

61. THE CONTRACTOR SHALL COORDINATE WITH DALLAS AREA RAPID TRANSIT (DART) FOR REMOVING AND RESETTING ANY DART BUS STOP AND/OR LIGHT RAIL SHELTERS, BENCHES, SIGNS OR OTHER AMENITIES.

UTILITIES

62. EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS AND DEPTHS BASED ON BEST AVAILABLE RECORDS AND LIMITED FIELD DATA. NOT ALL UTILITIES MAY BE SHOWN. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY DAMAGES TO

63. LOCATION OF ALL UNDERGROUND UTILITIES AND STORM DRAINAGE FACILITIES IN THE AREA OF STORM DRAIN CONSTRUCTION AND OTHER AREAS OF POSSIBLE CONFLICT WILL BE UNCOVERED TO DETERMINE EXACT

BEFORE THE PAY ITEM CAN BE UTILIZED, WHEN A PAY ITEM IS PROVIDED. THE CONTRACTOR SHALL PROVIDE STATION AND ELEVATION INFORMATION FOR LOCATIONS THAT ARE UNCOVERED, IN ORDER TO BE PAID.

PAYMENT MAY BE MADE UNDER PAY ITEMS 1651, 1652, 1653, 1654 OR 2050.

64. THE CONTRACTOR SHALL NOTIFY THE DALLAS WATER UTILITIES DISTRIBUTION DIVISION AT 311 OR (214) 670-8963 AND THE WASTEWATER COLLECTION DIVISION AT (214) 670-8011, AT LEAST TWO (2) WORKING DAYS

PRIOR TO CONSTRUCTION THAT MIGHT AFFECT THEIR FACILITIES.

65. EQUIPMENT THAT IS OVE R H20 LOADING WILL NOT BE ALLOWED WITHIN THE R.O.W. OR EASEMENT OF DALLAS WATER UTILITIES. ONLY TRACKED EQUIPMENT SHALL BE USED OVER THE PIPELINES, UNLESS OTHERWISE

APPROVED BY DALLAS WATER UTILITIES.

AC ASPHALT CONCRETE

B-B BACK TO BACK

BM BENCHMARK

CATV CABLE TV

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

CI CAST IRON

CL CENTERLINE

CLG CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONST CONSTRUCT

CONT CONTROL

CY CUBIC YARD

DI DUCTILE IRON

DTL DETAIL

E EAST / EASTING

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC

EL ELEVATION

ELEV ELEVATION

EX EXISTING

EXISTEXISTING

F-F FACE TO FACE

FH FIRE HYDRANT

FIR FOUND IRON ROD

FL FLOW LINE

FO FIBER OPTIC

STANDARD ABBREVIATIONS

FPK FOUND PK NAIL

FT FEET

GM GAS METER

HGL HYDRAULIC GRADE LINE

HP HIGH PRESSURE

INV INVERT

LBJ LONGITUDINAL BUTT JOINT

LF LINEAR FEET

LP LIGHT POLE

LT LEFT

MBC MULTIPLE BOX CULVERT

MH MANHOLE

N NORTH / NORTHING

NTS NOT TO SCALE

PC POINT OF CURVE

PED PEDESTRIAN

PI POINT OF INTERSECTION

PL PROPERTY LINE

PP POWER POLE

PT POINT OF TANGENT

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PGL PROFILE GRADE LINE

R RADIUS

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE

REBAR REINFORCED BAR

REINF REINFORCED

RFD ROCK FILTER DAM

ROW RIGHT-OF-WAY

RT RIGHT

S SOUTH

SECT SECTION

SCF SILT CONTROL FENCE

SD STORM DRAIN

SF SQUARE FEET

SIR SET IRON ROD

STA STATION

STD STANDARD

STM STORM

SW SIDEWALK

SY SQUARE YARD

T TANGENT

TC TOP OF CURB

TEL TELEPHONE

TOB TOP OF BERM

TOE TOE OF SLOPE

TP TOP OF PAVEMENT

TYP TYPICAL

TCP TRAFFIC CONTROL PLAN

VC VERTICAL CURVE

VERT VERTICAL

W WEST

WM WATER METER

WW WASTEWATER

66. NO PAVING WORK IS AUTHORIZED OVER OR IN CLOSE PROXIMITY TO DALLAS WATER UTILITIES INFRASTRUCTURE UNTIL A WRITTEN PAVING RELEASE IS ISSUED BY THE CITY OF DALLAS DEPARTMENT OF PUBLIC WORKS & CONSTRUCTION INSPECTION DIVISION. WATER LINES MUST BE SUCCESSFULLY PRESSURE TESTED AND CHLORINATED BEFORE RELEASE. WASTEWATER LINES MUST BE VIDEO INSPECTED TWICE BEFORE BEING RELEASED. NO COMPENSATION OR TIME EXTENSION WILL BE GIVEN TO THE CONTRACTOR FOR DELAY

ASSOCIATED WITH TESTING OR OBTAINING A PAVING RELEASE.

67. STORM DRAINAGE LINES MUST BE VIDEO INSPECTED ONCE AT THE END OF THE PROJECT.

68. THE STANDARD DEPTH OF STORM DRAINAGE INLETS IS 4.0' WITH THE EXCEPTION OF 14-FOOT INLETS WHICH HAVE A STANDARD DEPTH OF 4.5 FEET. IN SPECIAL SITUATIONS, INLET DEPTH MAY VARY FROM THE STANDARD, TO CLEAR UTILITIES OR SOME OTHER OBSTRUCTION, OR AS DIRECTED BY THE ENGINEER. SEPARATE PAY

ITEMS WILL BE PROVIDED FOR VARIABLE DEPTH INLETS.

69. PRIOR TO BEGINNING CONSTRUCTION IN CLOSE PROXIMITY TO SPECTRUM (TIME WARNER CABLE) / VERIZON / AT&T TEXAS / SBC / ONCOR (TXU ELECTRIC) / ATMOS ENERGY (LONE STAR GAS) FACILITIES, CALL 811 AT LEAST TWO (2) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION, SO THAT THE LOCATION OF FACILITIES CAN BE MARKED. IF NECESSARY, TEST DITCHES SHALL BE DUG TO VERIFY/DETERMINE ACTUAL FIELD LOCATIONS AND

CONDITIONS.

70. THE CONTRACTOR SHALL PROVIDE A TRENCH SAFETY PLAN PER THE STANDARD SPECIFICATIONS, ITEM 107.20.3

AT THE PRECONSTRUCTION CONFERENCE OR PRIOR TO THE START OF CONSTRUCTION. FOR MORE INFORMATION, CONTACT THE CITY OF DALLAS CONSTRUCTION INSPECTOR OR DISTRICT SUPERVISOR AT (214) 948-4290.

71. TEXAS STATE LAW, ARTICLE 1436C, MAKES UNLAWFUL THE OPERATION OF EQUIPMENT OR MACHINES WITHIN 10 FEET OF ANY OVERHEAD ELECTRICAL LINE, UNLESS CONTACT WITH HIGH VOLTAGE LINES HAS BEEN EFFECTIVELY GUARDED AGAINST, PURSUANT TO THE PROVISIONS OF THE ARTICLE. WHEN CONSTRUCTION OPERATIONS REQUIRE WORKING NEAR AN OVERHEAD ELECTRICAL LINE, THE CONTRACTOR SHALL CONTACT THE OWNER/OPERATOR OF THE OVERHEAD ELECTRICAL LINE TO MAKE ADEQUATE ARRANGEMENTS AND TO TAKE NECESSARY SAFETY PRECAUTIONS TO ENSURE THAT ALL LAWS, ELECTRICAL LINE OWNER/OPERATOR

REQUIREMENTS, AND STANDARD INDUSTRY SAFETY PRECAUTIONS ARE MET.

SIGNS AND STRIPING GENERAL NOTES

72. SIGNING AND PAVEMENT MARKINGS PLANS SHALL BE DESIGNED AND PREPARED BY A QUALIFIED ENGINEER WITH EXPERIENCE IN SIGNING AND PAVEMENT MARKINGS PLANS AND FAMILIARITY WITH THE

REQUIRED STANDARDS. THE PLANS SHALL BE SUBMITTED AS EARLY AS THE 65% PLAN REVIEW

PHASE.

73. SIGNING AND PAVEMENT MARKINGS PLANS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL CIVIL ENGINEER CURRENTLY LICENSED IN THE STATE OF TEXAS AND IN GOOD STANDING.

74. SIGNING SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE TMUTCD AVAILABLE AT

HTTPS://WWW.TXDOT.GOV/GOVERNMENT/ENFORCEMENT/SIGNAGE/TMUTCD.HTML AND THE DDOT

TRAFFIC SIGNS STANDARD; CURRENT EDITION.

75. PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE TMUTCD AVAILABLE AT HTTPS://WWW.TXDOT.GOV/GOVERNMENT/ENFORCEMENT/SIGNAGE/TMUTCD.HTML AND

THE CITY OF DALLAS STANDARDS 251D, AS AMENDED.

76. SIGNING AND PAVEMENT MARKING SHALL BE SHOWN IN THE SAME PLAN VIEW UNLESS OTHERWISE

SPECIFIED BY THE CITY OF DALLAS.

77. SIGNING AND PAVEMENT MARKING PLANS SHALL INCLUDE ALL EXISTING SIGNING AND PAVEMENT MARKINGS AT A MINIMUM OF 200 FEET PAST THE LIMITS OF CONSTRUCTION, OR TO THE NEAREST LOGICAL INTERSECTION CONNECTION, OR TO THE LIMITS OF THE TRAFFIC CONTROL TRANSITION LENGTH OR AS REQUIRED BY THE CITY FOR ADEQUATE TRANSITIONS AND TAPERS TO MAINTAIN TRAFFIC AT THE DESIGN

SPEED.

78. THE ENGINEER OF RECORD SHALL FIELD VERIFY ALL EXISTING PAVEMENT MARKINGS IMPACTED BY THE PROJECT THAT MAY NEED TO BE REFRESHED DUE TO TRACKING DURING THE CONSTRUCTION PHASE.

OBLITERATION AND RE-PAVEMENT MARKINGS OUTSIDE OF THE PROJECT LIMITS MAY BE NECESSARY AS

NOTED IN ITEM 6 ABOVE.

79. THE ENGINEER OF RECORD SHALL FIELD VERIFY ALL EXISTING ADVANCE OR APPROACH SIGNING APPLICABLE TO THE PROJECT. REFERENCE SIGNS ON PLAN SHEETS INCLUDING LOCATION OR STATION AND

NOTE STATUS OF SIGN.

80. SIGN LOCATIONS SHALL BE COORDINATED WITH EXISTING OR PROPOSED LANDSCAPING TO ENSURE

LANDSCAPING WILL NOT OBSTRUCT SIGNS AND SHALL INCORPORATE ADA REQUIREMENTS.

81.

SEE APPENDIX A.

82. CLEARLY IDENTIFY IF SIDEWALK SECTIONS ARE IMPACTED AND IF ANY SIGNS ARE IMPACTED BY THE

TEMPORARY CONDITION.

GENERAL LAYOUT NOTES

1. ALL SITE FURNISHINGS AND LIGHTING SHALL AVOID DISTURBANCE OF PROPOSED

OR EXISTING UTILITIES. NOTIFY LANDSCAPE ARCHITECT IF CONFLICTS ARISE IN

FIELD.

2. REFER TO PLANS AND PLAN ENLARGEMENTS FOR EXPANSION AND CONTROL

JOINT LOCATIONS.

3. CONTRACTOR SHALL PROVIDE EXPANSION JOINTS PER APPROVED DETAIL

WHEREVER CONCRETE PAVEMENT (INCL. SUB-SLABS) MEETS BUILDINGS,

STRUCTURES, CURBING, WALLS, OTHER CONCRETE OR STONE SURFACES, ETC.

SEE ALSO HARDSCAPE DETAILS, CIVIL DRAWINGS AND SPECIFICATIONS.

4. DIMENSIONS ON PLAN REPRESENT LOCATIONS OF KEY FEATURES AND

ALIGNMENTS; REFER TO DETAILS FOR SPECIFIC DIMENSIONS AND MATERIALS.

5. ALL DIMENSIONS ORIGINATE FROM ROADWAY STATION POINT WHEN APPLICABLE.

6. ALL CONCRETE FORM WORK SHALL BE STRAIGHT AND FREE OF BULGES AND/OR

CHANGES IN ANGLE THAT ARE NOT SHOWN IN THE DRAWINGS.

7. SIDEWALK PAVING PATTERN, LANDSCAPING, AND STREET FURNITURE

SPECIFICATIONS MAY BE REVISED BASED ON CITY'S COMMENTS OR DESIGN PLANS.

LANDSCAPE NOTES

1. PLANT MATERIAL SHALL BE MEASURED AND SIZED ACCORDING TO THE LATEST

EDITION OF THE TEXAS NURSERY AND LANDSCAPE ASSOCIATION (TNLA)

SPECIFICATIONS, GRADES, AND STANDARDS OR APPLICABLE STATE THE PROJECT

IS LOCATED IN.

2. ALL PLANT SUBSTITUTIONS ARE SUBJECT TO APPROVAL BY LANDSCAPE

ARCHITECT AND MUST BE APPROVED IN ADVANCE OF SELECTION.

3. DEPTH OF PLANTING HOLE DETERMINED BY DEPTH AND FIRMNESS OF ROOT BALL

AND OTHER CHARACTERISTICS OF SITE (E.G., GRADE, SURROUND) UNLESS

OTHERWISE NOTED IN DETAILS.

4. TREES SHALL NOT BE PLANTED DEEPER THAN THE BASE OF THE "TRUNK FLARE";

BOTTOM OF FLARE SHALL BE AT OR ABOVE FINISHED GRADE, PREFERABLY TWO

TO THREE INCHES (2-3") ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED IN

THE DETAILS.

5. TREES MUST BE PLANTED THREE FEET (3') MINIMUM FROM BACK OF CURBS,

SIDEWALKS, UTILITY LINES, SCREENING WALLS, AND/OR OTHER STRUCTURES

UNLESS OTHERWISE SPECIFICALLY NOTED.

6. TREES SHALL NOT BE WATERED TO EXCESS THAT RESULTS IN SOIL SATURATION.

IF SOIL BECOMES SATURATED, THE WATER SCHEDULE SHALL BE ADJUSTED TO

ALLOW FOR DRAINAGE AND ABSORPTION OF THE EXCESS WATER.

7. NO PERSON(S) OR ENTITY MAY USE IMPROPER OR MALICIOUS MAINTENANCE OR

PRUNING TECHNIQUES WHICH WOULD LIKELY LEAD TO DEATH OF THE TREE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE,

ESTABLISHMENT, AND PERMANENCE OF PLANT MATERIAL. ALL LANDSCAPING

SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER. THIS SHALL INCLUDE,

BUT NOT LIMITED TO, PRUNING, FERTILIZING, WATERING, AND OTHER ACTIVITIES

FOR THE MAINTENANCE OF LANDSCAPE AREAS.

9. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING

CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIAL

THAT IS DAMAGED, DESTROYED, OR REMOVED, SHALL BE REPLACED WITH PLANT

MATERIAL OF SIMILAR SIZE AND VARIETY WITHIN 30 DAYS UNLESS OTHERWISE

APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. REPLACEMENT PLANT

MATERIAL SHALL BE NOTIFIED TO THE OWNER'S APPOINTED REPRESENTATIVE

BEFORE TIME OF REPLACEMENT.

10. IF AN AUTOMATIC IRRIGATION SYSTEM IS PROVIDED TO IRRIGATE LANDSCAPED

AREAS, OVERSPRAY ON STREETS AND WALKS IS PROHIBITED.

11. IF INFORMATION IN THE "GENERAL LANDSCAPE NOTES" CONFLICTS WITH THE

SPECIFICATIONS, THE SPECIFICATIONS WILL PREVAIL.

12. LANDSCAPE ARCHITECT SHALL REVIEW ALL SHOP DRAWINGS REQUESTED IN THE

LANDSCAPE DOCUMENTS, IN A TIMELY MANNER.

13. ALL PLANTS SHOULD BE HANDLED AND INSTALLED PER AMERICAN NURSERY

ASSOCIATION STANDARDS OF GOOD PRACTICE.

14. THE CONDITIONS OF THE LANDSCAPE GUARANTEE TO BE BETWEEN LANDSCAPE

CONTRACTOR AND OWNER. ONE YEAR MINIMUM SUGGESTED.

15. FOR THE GUARANTEE PERIOD, ALL PLANT MATERIAL SHALL BE MAINTAINED IN A

HEALTHY AND GROWING CONDITION IN ACCORDANCE WITH THE RESPECTIVE

GROWING SEASON.

16. THE LANDSCAPE SHOULD BE KEPT FREE OF WEEDS AND LITTER DURING THE

ESTABLISHED GUARANTEE AND MAINTENANCE PERIOD.

17. ALL LANDSCAPE AREAS SHALL BE 100% IRRIGATED, BY AN AUTOMATIC IRRIGATION

SYSTEM EQUIPPED WITH A RAIN/FREEZE SENSOR SET AT 38F.

18. PROVIDE SLEEVING TO ALL PLANTING AREAS

CONSTRUCTION TOLERANCES

1. CONSTRUCTION TOLERANCES ARE TO BE PROCURED BY THE LATEST VERSION

N.R.C.S. NATIONAL ENGINEERING HANDBOOK.

GENERAL NOTES

1. CONTRACTOR TO PROVIDE OWNER AND/OR OWNER'S REPRESENTATIVE

WITH PROJECT SCHEDULE.

2. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL

CONTROL, REFERENCE POINTS AND CONSTRUCTION STAKING AS

REQUIRED FOR THE COMPLETION OF THE PROJECT.

3. CONTRACTOR TO VERIFY ALL BOUNDARY, TOPOGRAPHIC, AND

EASEMENT INFORMATION. CONTRACTOR IS RESPONSIBLE FOR

IDENTIFYING ANY AND ALL CONFLICTS WITH THESE OR ANY OTHER

LEGAL INSTRUMENT. CONFLICTS ARE TO BROUGHT TO THE OWNER'S

REPRESENTATIVE IMMEDIATELY.

4. EXISTING UTILITIES / CONDITIONS ARE SHOWN IN AN APPROXIMATION

AND ARE BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR TO

FIELD VERIFY LOCATION OF ANY AND ALL EXISTING UTILITIES AND OTHER

FACILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE

FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR

BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL EXISTING

FACILITIES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY

BUILDING PERMITS AND FOR NOTIFICATION OF ALL AUTHORIZED

INSPECTORS, SUPERINTENDENTS AND/OR PERSONS IN CHARGE OF

PRIVATE OR PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO

COMMENCEMENT OF WORK. ALL FEES INCURRED IN OBTAINING THESE

SHALL BE PAID BY THE GENERAL CONTRACTOR UNLESS NOTED.

6. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE

LOCAL, STATE AND FEDERAL CODES. IN CASES WHERE CODES CONFLICT,

THE MORE STRINGENT INTERPRETATION SHALL GOVERN.

7. CONTRACTOR TO COMPLY WITH CONSTRUCTION PERMIT INCLUDING (IF

REQUIRED) PREPARATION OF A SWPPP AND TO PROVIDE A COPY OF THE

NOTICE OF INTENT (NOI) AND MAINTENANCE CHECKLIST TO THE CITY IN

THE CITY PROSCRIBED NECESSARY AMOUNT OF TIME PRIOR TO

COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY TO CITY ENGINEER

OR BUILDING OFFICIAL.

8. IT IS THE CONTRACTORS RESPONSIBILITY TO FAMILIARIZE THEMSELVES

WITH THE SITE AND DETERMINE THE EXTENT OF WORK TO BE DONE. NO

ADDITIONAL CLAIMS FOR PAYMENT SHALL BE ALLOWED FOR WORK THAT

SHOULD HAVE BEEN INCLUDED IN THE ORIGINAL INSPECTION.

9. IF ANY SCOPE OF WORK INDICATED ON THE DRAWINGS IS DETERMINED

TO CONFLICT WITH CONDITIONS IN FIELD, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO INFORM THE ARCHITECT FOR INTERPRETATION AND

CLARIFICATION OF WORK PRIOR TO INITIATING THE WORK.

10. DO NOT SCALE DRAWINGS, DIMENSIONS SHALL GOVERN. LARGE SCALE

DRAWINGS GOVERN OVER SMALL SCALE.

11. ALL WASTE MATERIAL AND/OR EXCESS EXCAVATION NOT USED AS PART

OF THE WORK SHALL BE REMOVED FROM THE JOB SITE AND DISPOSED

OF AT ACCEPTABLE LOCATIONS IN ACCORDANCE WITH ALL LOCAL, STATE

AND FEDERAL REGULATIONS.

12. THE CONTRACTOR SHALL BE REQUIRED, AT ALL TIMES, DURING THE

CONSTRUCTION TO PROVIDE WARNING SIGNS, BARRICADES, AND OTHER

SAFETY DEVICES (INCLUDING TEMPORARY SAFETY FENCING AROUND

THE JOB SITE) IN ORDER TO PROTECT THE PUBLIC SAFETY AND HEALTH

UNTIL ALL OF THE WORK HAS BEEN COMPLETED AND ACCEPTED.

13. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING

FACILITIES IN AND AROUND THE PROJECT AREA. THESE INCLUDE TREES,

PLANTINGS, CONCRETE PAVING, BENCHES, SIGNS AND OTHER FACILITIES

FOUND ON SITE. THE CONTRACTOR SHALL REPAIR OR REPLACE, ANY

FACILITIES DAMAGED DURING CONSTRUCTION OF THESE

IMPROVEMENTS.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CARE OF ALL WATER

DURING CONSTRUCTION. ALL PERMANENT WORK SHALL BE

CONSTRUCTED IN AREAS FREE FROM WATER. THE CONTRACTOR SHALL

CONSTRUCT AND MAINTAIN ALL DITCHES, LEVEES, COFFER DAMS,

DIVERSIONS, PUMPS, ETC. AS NECESSARY TO KEEP THE WORK AREAS

FREE FROM WATER.

15. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND OBTAINING

ALL PERMITS THAT ARE REQUIRED FOR SITE DEMOLITION.

SITE GRADING NOTES

1. ALL WALKWAYS SHALL MEET T.A.S. REQUIREMENTS.

2. NO WALK OR RAMP CROSS SLOPES SHALL EXCEED 2.0%.

3. NO WALK LONGITUDINAL SLOPE SHALL EXCEED 5.0%.

4. NO RAMP LONGITUDINAL SLOPE SHALL EXCEED 8.33%.

5. CURB RAMPS SHALL BE CONSTRUCTED AT A MAXIMUM LONGITUDINAL

SLOPE OF 8.33% AND A MAXIMUM CROSS SLOPES OF 2.0%. LENGTH TO

BE DETERMINED IN FIELD.

6. REFER TO CIVIL ENGINEER DRAWINGS FOR GRADING WHEN APPLICABLE.

7. THE OWNER HAS A CONTINUED OBLIGATION TO BRING ANY

NON-COMPLIANT ACCESSIBILITY ISSUES INTO FULL COMPLIANCE.

8. JOINTS BETWEEN MATERIALS SHALL NOT EXCEED 1

4" LEVEL CHANGE. A

MAXIMUM OF 12" LEVEL CHANGE ACCEPTABLE ONLY IF BEVELED UP TO A

MAXIMUM OF 1:2 SLOPE.

9. SPACE BETWEEN DECKING TO BE 1/8" MAX.

GENERAL MATERIALS NOTES

1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL IMPROVEMENTS

UNTIL REVIEWED AND APPROVED BY THE ENGINEER, LANDSCAPE

ARCHITECT AND OWNER.

2. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID

ANY DISTURBANCE TO EXISTING CONDITIONS TO REMAIN AND/OR

COMPLETED `FINISH WORK' BY OTHERS. ANY DISTURBANCE AND/OR

DAMAGE SHALL BE RESTORED (REPAIRED) TO A CONDITION THAT

MEETS AND/OR EXCEEDS THE PREVIOUS NON-DISTURBED STATE

AT THE CONTRACTOR'S EXPENSE. ALL DISTURBANCES AND/OR

DAMAGES, AT THE VERY LEAST, WILL BE SUBJECT TO REVIEW AND

APPROVAL BY THE OWNER'S REPRESENTATIVE.

3. CONTRACTOR SHALL PROVIDE PAVING SURFACES THAT ARE FLUSH,

HAVE POSITIVE DRAINAGE (1% MINIMUM), PARTICULARLY AWAY

FROM ALL BUILDINGS/STRUCTURES, ARE SLIP-RESISTANT, AND

MEET SMOOTHLY AND EVENLY WITH ADJACENT SURFACES. SEE

ALSO CIVIL DRAWINGS.

4. CONTRACTOR SHALL SUBMIT SAMPLES, CUT SHEETS, AND/OR SHOP

DRAWINGS, AS REQUIRED, FOR ALL HARDSCAPE IMPROVEMENTS

AS INDICATED ON THE DRAWINGS, THE MATERIALS SCHEDULE, SITE

FURNISHINGS SCHEDULE AND/OR SPECIFICATIONS PRIOR TO

CONSTRUCTION FOR REVIEW AND APPROVAL BY THE OWNER'S

REPRESENTATIVE AND LANDSCAPE ARCHITECT.

5. CONTRACTOR SHALL CONSTRUCT MOCK-UPS, AS REQUIRED, IN THE

SIZE IDENTIFIED IN THE SPECIFICATIONS AND THE LOCATION

INDICATED BY THE OWNER'S REPRESENTATIVE, PRIOR TO

CONSTRUCTION FOR REVIEW AND APPROVAL BY THE OWNER'S

REPRESENTATIVE AND LANDSCAPE ARCHITECT. MOCK-UPS SHALL

SERVE AS THE 'FINISHES' QUALITY CONTROL FOR THE

INSTALLATION OF THE HARDSCAPE IMPROVEMENT.

6. CONTRACTOR SHALL REFER TO AND COORDINATE WITH CIVIL

ENGINEERING, STRUCTURAL ENGINEERING, MECHANICAL, LIGHTING

AND ELECTRICAL, LANDSCAPING AND IRRIGATION SYSTEM

DRAWINGS, WHICH MAY NOT BE INCLUDED WITHIN THIS SET OF

DOCUMENTS, AS REQUIRED.

7. REFER TO ELECTRICAL ENGINEER SERIES, WHEN APPLICABLE FOR

FIXTURE REQUIREMENTS, CONDUIT, WIRING AND ALL OTHER

ELECTRICAL DESIGN. FIXTURE DETAILS IN THIS SET ARE FOR

REFERENCE ONLY.

8. REFER TO DETAILS FOR DESIGN INTENT RELATED TO FIXTURE

PLACEMENT IN SPECIFIC FEATURES.

9. LOCATE PEDESTRIAN FIXTURES AS SHOWN IN PLANS; REFER TO

ALL APPLICABLE DETAILS BEFORE STARTING WORK.

10. ALL LIGHTS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE

LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

MAINTENANCE NOTES

1. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND

GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE

YEAR. PLANT MATERIAL THAT IS DAMAGED, DESTROYED, OR

REMOVED, SHALL BE REPLACED WITH PLANT MATERIAL OF SIMILAR

SIZE AND VARIETY WITHIN 30 DAYS UNLESS OTHERWISE APPROVED

IN WRITING BY THE LANDSCAPE ARCHITECT. REPLACEMENT PLANT

MATERIAL SHALL BE NOTIFIED TO THE OWNER'S APPOINTED

REPRESENTATIVE BEFORE TIME OF REPLACEMENT.

2. REPLACE DEAD OR DYING PLANTS WITH PLANTS OF SAME SIZE AND

SPECIES AS SPECIFIED.

3. REMOVE TRASH, DEBRIS AND LITTER AS WELL AS WATER, PRUNE,

FERTILIZE, WEED AND APPLY HERBICIDE AND FUNGICIDES AS

REQUIRED.

4. REMOVE CLIPPINGS AND DEBRIS FROM SITE PROMPTLY.

5. COORDINATE WITH OPERATION OF IRRIGATION SYSTEM TO ENSURE

THAT PLANTS ARE ADEQUETLY WATERED. HAND WATER AREAS NOT

RECIEVING ADEQUATE WATER FROM AN IRRGAIATION SYSTEM.

6. RESET SETTLED PLANTS.

7. REAPPLY MULCH TO BARE AND THIN AREAS.

8. ALL WASTE MATERIAL AND/OR EXCESS EXCAVATION NOT USED AS

PART OF THE WORK SHALL BE REMOVED FROM THE JOB SITE AND

DISPOSED OF AT ACCEPTABLE LOCATIONS IN ACCORDANCE WITH

ALL LOCAL, STATE AND FEDERAL REGULATIONS.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CARE OF ALL

WATER DURING CONSTRUCTION. ALL PERMANENT WORK SHALL BE

CONSTRUCTED IN AREAS FREE FROM WATER. THE CONTRACTOR

SHALL CONSTRUCT AND MAINTAIN ALL DITCHES, LEVEES, COFFER

DAMS, DIVERSIONS, PUMPS, ETC. AS NECESSARY TO KEEP THE

WORK AREAS FREE FROM WATER.

IRRIGATION NOTES

1. IF AN AUTOMATIC IRRIGATION SYSTEM IS PROVIDED TO IRRIGATE

LANDSCAPED AREAS, OVERSPRAY ON STREETS AND WALKS IS

PROHIBITED.

2. ALL LANDSCAPE AREAS SHALL BE 100% IRRIGATED, BY AN AUTOMATIC

IRRIGATION SYSTEM EQUIPPED WITH A RAIN/FREEZE SENSOR SET AT

38 DEGREES FAHRENHEIT.

3. PROVIDE IRRIGATION SLEEVING TO ALL PLANTING AREAS.

MS

DESIGN DRAWN DATE SCALE NOTES FILE NO.

CITY OF DALLAS, TEXAS

MS 10/24/25

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

SOUTH RIVERFRONT BOULEVARD TO UPRR

CORINTH STREET

PB 24TF01 - Longhorn Ballroom Redevelopment Project

119311D4/15

DSGN Associates, Inc.

115 West Greenbriar Lane Dallas, Texas 75208 USA www.dsgn.com 214-748-7712

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LANDSCAPE GENERAL NOTES

HARDSCAPE & MISC.

REFERENCE SPECIFICATIONS FOR ADDITIONAL INFO.

REFERENCE MANUFACTURER FOR INSTALLATION

UNLESS OTHERWISE NOTED.

HARDSCAPE TYPE 1A:

INTEGRAL COLOR CONCRETE WALKWAY -

PEDESTRIAN THICKNESS

FINISH: MEDIUM ROCK SALT WITH SAWCUT JOINTS

COLOR: PEWTER, SIKA COLOR 100P ADMIXTURE

CONTRACTOR TO PROVIDE 6'x6' SAMPLE FOR

REVIEW BY LANDSCAPE ARCHITECT PRIOR TO SITE

POURS

HARDSCAPE TYPE 1B:

INTEGRAL COLOR CONCRETE WALKWAY -

PEDESTRIAN THICKNESS

FINISH: LIGHT SANDBLAST WITH SAWCUT JOINTS

COLOR: PEWTER, SIKA COLOR 100P ADMIXTURE

CONTRACTOR TO PROVIDE 6'x6' SAMPLE FOR

REVIEW BY LANDSCAPE ARCHITECT PRIOR TO SITE

POURS

HARDSCAPE TYPE 2A:

INTEGRAL COLOR CONCRETE WALKWAY -

VEHICULAR THICKNESS

FINISH: MEDIUM ROCK SALT WITH SAWCUT JOINTS

COLOR: PEWTER, SIKA COLOR 100P ADMIXTURE

CONTRACTOR TO PROVIDE 6'x6' SAMPLE FOR

REVIEW BY LANDSCAPE ARCHITECT PRIOR TO SITE

POURS

HARDSCAPE TYPE 2B:

INTEGRAL COLOR CONCRETE WALKWAY -

VEHICULAR THICKNESS

FINISH: LIGHT SANDBLAST WITH SAWCUT JOINTS

COLOR: PEWTER, SIKA COLOR 100P ADMIXTURE

CONTRACTOR TO PROVIDE 6'x6' SAMPLE FOR

REVIEW BY LANDSCAPE ARCHITECT PRIOR TO SITE

POURS

HARDSCAPE TYPE 2C:

INTEGRAL COLOR CONCRETE WALKWAY -

VEHICULAR THICKNESS

FINISH: MEDIUM ROCK SALT WITH SAWCUT JOINTS

COLOR: PEWTER, SIKA COLOR 100P ADMIXTURE

CONTRACTOR TO PROVIDE 6'x6' SAMPLE FOR

REVIEW BY LANDSCAPE ARCHITECT PRIOR TO SITE

POURS

HARDSCAPE TYPE 3:

CONCRETE PAVERS ON PEDESTRIAN CONCRETE

BASE

MANUFACTURER: KEYSTONE HARDSCAPES

VERONA SERIES - 4"x8"x80mm

FINISH: PLATINUM FINISH

COLOR: CHARCOAL

CONTRACTOR TO PROVIDE SAMPLE FOR

APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO

BULK PURCHASE

HARDSCAPE TYPE 4:

CONCRETE PAVERS ON VEHICULAR CONCRETE

BASE

MANUFACTURER: KEYSTONE HARDSCAPES

VERONA SERIES - 4"x8"x80mm

FINISH: PLATINUM FINISH

COLOR: CHARCOAL

CONTRACTOR TO PROVIDE SAMPLE FOR

APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO

BULK PURCHASE

HARDSCAPE TYPE 5:

STANDARD GRAY CONCRETE WALKWAY -

PEDESTRIAN THICKNESS

FINISH: LIGHT BROOM FINISH WITH SAWCUT JOINTS

COLOR: NATURAL

CONTRACTOR TO PROVIDE 6'x6' SAMPLE FOR

REVIEW BY LANDSCAPE ARCHITECT PRIOR TO SITE

POURS

ABBREVIATION GLOSSARY

ABV. - ABOVE

A.D. - AREA DRAIN

A.D.A. - AMERICANS WITH

DISABILITIES ACT

ALUM. - ALUMINUM

ANCH. - ANCHOR

ARCH. - ARCHITECT

ASPH. - ASPHALT

@ - AT

BC - BOTTOM OF CURB

BD. - BOARD

BLDG. - BUILDING

BLK. - BLOCK

BM. - BEAM

BO - BY OTHERS

BOT. - BOTTOM

BRKT. - BRACKET

B.S. - BOTTOM STEP

B.W. - BOTTOM OF WALL

CEM. - CEMENT

C.J. - CONSTRUCTION JOINT

C OR C.L. - CENTER LINE

CLG. - CEILING

CLKG. - CAULKING

CLOS. - CLOSET

C.M.U. - CONCRETE MASONRY UNIT

C.O. - CLEAN OUT

COL. - COLUMN

CONC. - CONCRETE

CONT. - CONTINUOUS

CONTR. - CONTRACTOR

CTR. - CENTER

DET. - DETAIL

D.F. - DRINKING FOUNTAIN

DIA. - DIAMETER

DIM. - DIMENSION

DN. - DOWN

DR. - DOOR

D.S. - DOWNSPOUT

DWG. - DRAWING

EA. - EACH

E.J. - EXPANSION JOINT

EL. - ELEVATION (HEIGHT)

ELEC. - ELECTRICAL

ELEV. - ELEVATION (DRAWING)

EQ. - EQUAL

EQUIP. - EQUIPMENT

E.W. - EACH WAY

EXIST. - EXISTING

EXT. - EXTERIOR

F.F. - FINISH FLOOR

F.G. - FINISHED GRADE

FIN. - FINISH

F.S. - FINISHED SURFACE

FWC - FABRIC WALL COVERING

GA. - GAUGE

GALV. - GALVANIZED

GEN. - GENERAL

HDW. - HARDWARE

HORIZ. - HORIZONTAL

H.P. - HIGH POINT

HT. - HEIGHT

I.D. - INSIDE DIAMETER

IN. - INCH

INSUL. - INSULATION

INT. - INTERIOR

JST. - JOIST

JT. - JOINT

LAM. - LAMINATE

LBL. - LABEL

L.F. - LINEAR FOOT

LNTL. - LINTEL

LOC. - LOCATION

L.P. - LOW POINT

LT. - LIGHT

MANUF. - MANUFACTURER

MAS. - MASONRY

MATL. - MATERIAL

MAX. - MAXIMUM

MECH. - MECHANICAL

M.H. - MANHOLE

MIN. - MINIMUM

MISC. - MISCELLANEOUS

N.I.C - NOT IN CONTRACT

NO. - NUMBER

NOM. - NOMINAL

N.T.S. - NOT TO SCALE

O.A. - OVER ALL

O.C. - ON CENTER

O.C.E.W. - ON CENTER EACH WAY

O.D. - OUTSIDE DIAMETER

OPP. - OPPOSITE

PIP - POURED IN PLACE

PL. - PLATE

P.L. - PROPERTY LINE

PNL. - PANEL

POB. - POINT OF BEGINNING

POL. - POLISHED

PROP. - PROPERTY

PT. - POINT

QTY. - QUANTITY

RAD. - RADIUS

RE - REFERENCE

REINF. - REINFORCE

REQD. - REQUIRED

REF. - REFERENCE

REV. - REVISED

R.O.W. - RIGHT OF WAY

SCH. - SCHEDULE

S.D. - STORM DRAIN

SECT. - SECTION

SHT. - SHEET

SIM. - SIMLAR

SPEC. - SPECIFIED

SQ. - SQUARE

S.S. - STAINLESS STEEL

STD. - STANDARD

STL. - STEEL

STRUCT. - STRUCTURAL

SURF. - SURFACE

TC - TOP OF CURB

TEL. - TELEPHONE

THK. - THICK

THRES. - THRESHOLD

T.O. - TOP OF

T.O.C. - TOP OF CURB

T.O.G. - TOP OF GUTTER

T.O.S. - TOP OF STEEL

TP - TOP OF CONCRETE CURB

T.PI. - TOP PLATE

TR. - TREAD

T.S. - TOP OF STEP

T.T.D. - TOILET TISSUE DISPENSER

T.W. - TOP OF WALL

TYP. - TYPICAL

U.N.O. - UNLESS OTHERWISE NOTED

VAR. - VARIES

VER. - VERIFY

VERT. - VERTICAL

V.I.F. - VERIFY IN FIELD

WD. - WOOD

WDW. - WINDOW

WT. - WEIGHT

YD. - YARD

MS

DESIGN DRAWN DATE SCALE NOTES FILE NO.

CITY OF DALLAS, TEXAS

MS 10/24/25

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

SOUTH RIVERFRONT BOULEVARD TO UPRR

CORINTH STREET

PB 24TF01 - Longhorn Ballroom Redevelopment Project

119311D5/15

DSGN Associates, Inc.

115 West Greenbriar Lane Dallas, Texas 75208 USA www.dsgn.com 214-748-7712

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LANDSCAPE DESIGN SELECTION SUMMARY

STREETSCAPE LANDSCAPE SUMMARY OF ITEMS

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SHEET

LX-02

SHEET

LX-03

SHEET

LX-01

MATCH LINE LX-02

MATCH LINE LX-01

MATCH LINE LX-03

MATCH LINE LX-02

MS

DESIGN DRAWN DATE SCALE NOTES FILE NO.

CITY OF DALLAS, TEXAS

MS 10/24/25

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

SOUTH RIVERFRONT BOULEVARD TO UPRR

CORINTH STREET

PB 24TF01 - Longhorn Ballroom Redevelopment Project

119311D6/15

DSGN Associates, Inc.

115 West Greenbriar Lane Dallas, Texas 75208 USA www.dsgn.com 214-748-7712

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OVERALL SHEET LAYOUT PLAN

OVERALL SHEET LAYOUT PLAN

SCALE 22"x34": 1" = 60'-0"

SCALE 11"x17": 1" = 120'-0"

MATCH LINE L3-02

MATCH LINE L3-01

C O

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S. RIVERFRONT BLVD

S. RIVERFRONT BLVD

C O

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IN

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IMPROVEMENTS BY PROPERTY

OWNER, NIC

MS

DESIGN DRAWN DATE SCALE NOTES FILE NO.

CITY OF DALLAS, TEXAS

MS 10/24/25

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

SOUTH RIVERFRONT BOULEVARD TO UPRR

CORINTH STREET

PB 24TF01 - Longhorn Ballroom Redevelopment Project

119311D7/15

DSGN Associates, Inc.

115 West Greenbriar Lane Dallas, Texas 75208 USA www.dsgn.com 214-748-7712

PLANTING LEGEND

LH

LOWERY'S LEGACY TEXAS SAGE

Leucophyllum langmanii 'Lowery's legacy'

GULF MUHLY

Muhlenbergia capillaris

WRIGHT'S PURPLE SKULLCAP

Scutellaria wrightii

TEXAS LANTANA

Lantana horrida

SOFTLEAF YUCCA

Yucca recurvifolia

SIDEOATS GRAMA

Bouteloua curtipendula

CEDAR ELM

Ulmus crassifolia

AMERICAN SYCAMORE

Planatus occidentalis

DWARF WAX MYRTLE

Myrica pusilla

BERMUDA GRASS HYDROMULCH

BERMUDA GRASS SOD

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STEEL EDGING

N

PLANTING PLAN

PLANTING PLAN

SCALE 22"x34": 1" = 20'-0" SCALE 11"x17": 1" = 40'-0"

MATCH LINE L3-02

MATCH LINE L3-01

MATCH LINE L3-03

MATCH LINE L3-02

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PLANTING PLAN

N

PLANTING PLAN

MS

DESIGN DRAWN DATE SCALE NOTES FILE NO.

CITY OF DALLAS, TEXAS

MS 10/24/25

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

SOUTH RIVERFRONT BOULEVARD TO UPRR

CORINTH STREET

PB 24TF01 - Longhorn Ballroom Redevelopment Project

119311D8/15

DSGN Associates, Inc.

115 West Greenbriar Lane Dallas, Texas 75208 USA www.dsgn.com 214-748-7712

PLANTING LEGEND

LH

LOWERY'S LEGACY TEXAS SAGE

Leucophyllum langmanii 'Lowery's legacy'

GULF MUHLY

Muhlenbergia capillaris

WRIGHT'S PURPLE SKULLCAP

Scutellaria wrightii

TEXAS LANTANA

Lantana horrida

SOFTLEAF YUCCA

Yucca recurvifolia

SIDEOATS GRAMA

Bouteloua curtipendula

CEDAR ELM

Ulmus crassifolia

AMERICAN SYCAMORE

Planatus occidentalis

DWARF WAX MYRTLE

Myrica pusilla

BERMUDA GRASS HYDROMULCH

BERMUDA GRASS SOD

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STEEL EDGING

MATCH LINE L3-03

MATCH LINE L3-02

C O

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MS

DESIGN DRAWN DATE SCALE NOTES FILE NO.

CITY OF DALLAS, TEXAS

MS 10/24/25

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

SOUTH RIVERFRONT BOULEVARD TO UPRR

CORINTH STREET

PB 24TF01 - Longhorn Ballroom Redevelopment Project

119311D9/15

DSGN Associates, Inc.

115 West Greenbriar Lane Dallas, Texas 75208 USA www.dsgn.com 214-748-7712

PLANTING LEGEND

LH

LOWERY'S LEGACY TEXAS SAGE

Leucophyllum langmanii 'Lowery's legacy'

GULF MUHLY

Muhlenbergia capillaris

WRIGHT'S PURPLE SKULLCAP

Scutellaria wrightii

TEXAS LANTANA

Lantana horrida

SOFTLEAF YUCCA

Yucca recurvifolia

SIDEOATS GRAMA

Bouteloua curtipendula

CEDAR ELM

Ulmus crassifolia

AMERICAN SYCAMORE

Planatus occidentalis

DWARF WAX MYRTLE

Myrica pusilla

BERMUDA GRASS HYDROMULCH

BERMUDA GRASS SOD

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STEEL EDGING

PLANTING PLAN

N

PLANTING PLAN

ROOTBALL. SET ON

UNDISTURBED

EXISTING SOIL

PEDESTAL.

BACKFILL WITH

PLANTING SOIL AS

PER

SPECIFICATIONS.

UNDISTURBED

SUBGRADE.

3" DARK BROWN

DYED MULCH AS

PER

SPECIFICATIONS.

SPREAD EVENLY

ACROSS BED.

SOIL RING AT EDGE

OF TREE PIT.

SCARIFY SIDES OF

TREE PIT FOR

DRAINAGE.

EXPOSE ROOT

FLARE PLANT TREE

AT 1"-2" ABOVE

FINISH GRADE.

PIT WIDTH IS 3 TIMES ROOTBALL

REFERENCE

BELOW GROUND

SAFETY STAKE

DETAIL FOR

STAKING

INFORMATION.

1. SET TREE IN PLANTING PIT, PLACE

ANCHOR WITH RING SIDE DOWN

AGAINST TOP OF ROOTBALL, CENTER

INNER RING(S) OF ROOT ANCHOR

AROUND TRUNK OF TREE, ALIGN DRIVE

ROD AS CLOSE AS POSSIBLE TO

OUTSIDE EDGE OF U-BRACKET

2. DRIVE ANCHOR STRAIGHT INTO

UNDISTURBED SUBBASE SOIL TO

RECOMMEND DEPTH AS PER TREE SIZING

CHART

3. REMOVE DRIVE ROD, REPEAT STEPS

1 AND 2 FOR ALL THREE (3) ANCHOR

LOCATIONS, PULL BACK ON STRAP

APPROXIMATELY 3" FOR THE V-68

ANCHOR OR 6" FOR THE V-88 ANCHOR

TO SET ANCHOR INTO A HORIZONTAL

OR LOCKED POSITION (FULCRUM MAY

BE REQUIRED TO ASSIST IN SETTING

ANCHOR), PLACE "S" HOOK OVER END

OF U-BRACKET PULL STRAP(S) UP

VERTICALLY UNTIL ROOT BALL AND

U-BRACKETS ARE FLUSH ON TOP OF

ROOT BALL, TIE EXCESS STRAPS OFF

U-BRACKET ALLOWING ENOUGH

REMAINING STRAP TO ADJUST TREE

IF NECESSARY

"S" HOOK

U-BRACKET

ROOT ANCHOR

TREE TRUNK

ROOTBALL

PLANTING HOLE

"S" HOOK

TIGHTENING STRAP

DRIVE ROD

ANCHOR

2"

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12" #4 REBAR PINS PLACED AT 30" O.C.

DRIVE INTO SOLID GRADE AND TACK WELD

IN PLACE AT A MIN. OF TWO POINTS.

ALL ANGLES MAY BE EITHER

BUTT-JOINTED OR MITERED WITH A

CONTINUOUS WELD THAT IS GRINDED

SMOOTH.

ALL SEEMS TO BE CONTINUOUSLY

WELD AND GRINDED SMOOTH

STEEL EDGING TO BE MADE OF

UNFINISHED 1/4" STEEL PLATE

MATERIAL

1"

3" MULCH AS PER

SPECIFICATIONS. SPREAD

EVENLY ACROSS BED.

SCARIFY SIDES

OF SHRUB PIT

FOR DRAINAGE.

REMOVE 12" OF EXISTING

SOIL AND BACKFILL WITH

PLANTING SOIL AS PER

THE SPECIFIED BID ITEM

UNDISTURBED

SUBGRADE

X

X

X X

12" TYP.

NOTE:

A. REFER TO PLANTING PLAN FOR SPACING "X"

B. LANDSCAPE SOILS THAT HAVE COMPACTED DURING CONSTRUCTION

ACTIVITIES SHALL BE LOOSENED AND ALTERED TO A DEPTH OF AT

LEAST 6" BEFORE PLANTING.

SUPPLEMENT PLANTING SOIL

WITH COMPOST IN THE

AMOUNTS SPECIFIED

MS

DESIGN DRAWN DATE SCALE NOTES FILE NO.

CITY OF DALLAS, TEXAS

MS 10/24/25

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

SOUTH RIVERFRONT BOULEVARD TO UPRR

CORINTH STREET

PB 24TF01 - Longhorn Ballroom Redevelopment Project

119311D10/15

DSGN Associates, Inc.

115 West Greenbriar Lane Dallas, Texas 75208 USA www.dsgn.com 214-748-7712

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PLANTING DETAILS AND SCHEDULE

TREE PLANTING DETAIL NOT TO SCALE

TREE SAFETY STAKE DETAIL NOT TO SCALE STEEL EDGING DETAIL NOT TO SCALE SHRUB PLANTING DETAIL NOT TO SCALE

PLANTING SCHEDULE

DRIP

MATCH LINE L4-02

MATCH LINE L4-01

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S. RIVERFRONT BLVD

S. RIVERFRONT BLVD

C O

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IN

T H

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R E

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4" SCH. 40 SLEEVE

2" SCH. 40 SLEEVE

1" DOUBLE CHECK VALVE

ASSEMBLY

1" WATER METER / POC,

REF. CIVIL

1" ISOLATION VALVE

1" MASTER VALVE

IRRIGATION CONTROLLER,

REQUIRES 120 VOLT ELECTRICAL,

CONTRACTOR TO PROVIDE

RAIN / FREEZE SENSOR

4" SCH. 40 SLEEVE

4" SCH. 40 SLEEVE

IRRIGATION WIRE PULL

AND SPLICE BOX

MS

DESIGN DRAWN DATE SCALE NOTES FILE NO.

CITY OF DALLAS, TEXAS

MS 10/24/25

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

SOUTH RIVERFRONT BOULEVARD TO UPRR

CORINTH STREET

PB 24TF01 - Longhorn Ballroom Redevelopment Project

119311D11/15

DSGN Associates, Inc.

115 West Greenbriar Lane Dallas,…