6481-4 Construction of Cedar Street Parking Lot - Addendum 4 (Replacing Addendum 2) - PlansOLD CENTRAL PARKING LOT PREPARED BY
CONSTRUCTION DOCUMENTS
FOR
FOR
6100 WESTERN PLACE, SUITE 1001
FORT WORTH, TX 76107
T: 817.412.7155
F: 866.325.7343
TX REG. ENGINEERING FIRM F-14439
TX REG. SURVEYING FIRM LS-10193824 XT EFO
A
TS
TE ASNICHOLA S N
E
L
SON23 2 0
VICINITY MAP
COUNTY
MAPSCO
DENTON
F247X
MC KINNEYOAKLANDBOLIVARPARKWAY
WALNUTCEDAR AUSTINHICKORY
OAK
PECAN
INDUSTRIALCARROLSTROUD
SYCAMORE
MULBERRY
HICKORY
GREGG DENTONMOUNTSALICECONGRESS
377
77
MC KINNEY
DRAWING SHEET INDEX
Sheet Number Sheet Title
EX-A EXHIBIT A: COVER
EX-B EXHIBIT B: GENERAL NOTES
EXHIBIT E: DEMOLITION PLAN
EXHIBIT G1-SITE INFORMATION PLAN
EXHIBIT G3-HARDSCAPE PLAN
EXHIBIT M3-PLANTING DETAILS
EXHIBIT K3-HARDSCAPE DETAILS
EXHIBIT K4-HARDSCAPE DETAILS
EXHIBIT L-TRAFFIC CONTROL PLAN
EXHIBIT G2-DIMENSIONAL CONTROL PLAN
EXHIBIT K1-PAVING PLAN
EXHIBIT K2-PAVING DETAILS
EXHIBIT F1-EROSION CONTROL PLAN
EXHIBIT F2-EROSION CONTROL DETAILS
EXHIBIT M1-PLANTING PLAN
EXHIBIT M2-PLANTING DETAILS
EXHIBIT J4-ELECTRICAL NOTES AND SYMBOLS
EXHIBIT J1-UTILITY PLAN
EXHIBIT H3-PROPOSED DRAINAGE AREA MAP
EXHIBIT H2-PROPOSED GRADING PLAN
EXHIBIT H1-EXISTING DRAINAGE AREA MAP
EXHIBIT D: EXISTING CONDITIONS
EXHIBIT C: FINAL PLATEX-C
EX-D
EX-E
EX-F1
EX-F2
EX-M3
EX-G1
EX-G2
EX-G3
EX-H1
EX-H2
EX-H3
EX-J1
EX-K1
EX-K2
EX-K3
EX-K4
EX-L1
EX-M1
EX-M2
EX-J4
EXHIBIT K6-WAYFINDING DETAILSEX-K6
EXHIBIT N-TREE SURVEY & PRESERVATION PLANEX-N
EXHIBIT J2-UTILITY PLANEX-J2
EXHIBIT J3-CATCH BASIN DETAILSEX-J3
EXHIBIT K5-HARDSCAPE DETAILSEX-K5
BARRICADE AND CONSTRUCTION DETAILSEX-L2 - EX-L8
EXHIBIT Q1-IRRIGATION PLANSEX-Q1
EXHIBIT Q2-IRRIGATION DETAILSEX-Q2
EXHIBIT J5-ELECTRICAL DETAILSEX-J5
EXHIBIT J6-ELECTRICAL SITE PLANEX-J6
EXHIBIT J7-SITE PHOTOMETRIC PLANEX-J7
GENERAL NOTES
1.ALL WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS AND THE CITY OF DENTON STANDARD
CONSTRUCTION SPECIFICATIONS.
2.PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIAR WITH THE PLANS, ALL NOTES, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS, THE
CITY 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.
3.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 CROSSINGS. 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.
4.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLEANOUTS, VALVE BOXES, AND FIRE
HYDRANTS, ETC.. CONTRACTOR TO ADJUST TO PROPER LINE AND GRADE 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.
5.PROTECT AND MAINTAIN ROADWAY TRAFFIC THROUGHOUT THE PROJECT, PROVIDING A MINIMUM OF ONE (1) LANE OPEN IN EACH
DIRECTION;
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.
6.PRIOR TO COMMENCEMENT OF CONSTRUCTION, BONDS AND CONTRACTS SHALL BE SUBMITTED TO THE CITY AS REQUIRED.
7.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING TRENCH
SAFETY.
8.EXACT SAWCUT PAVEMENT REMOVAL AND REPLACEMENT LIMITS WITHIN THE PUBLIC RIGHT-OF-WAY IS TO BE IN ACCORDANCE
WITH THE CITY PAVEMENT REPAIR MANUAL AND INCLUDED IN THE BASE BID.
9.BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES AND LATEST UPDATES.
10.TREES, SHRUBS AND EXISTING AMENITITES TO REMAIN ARE TO BE PROTECTED AND ARE NOT TO BE REMOVED FROM THE WORK
SITE. DAMAGE TO THESE SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE.
11.CONTRACTOR SHALL PROTECT EXISTING FENCES, RETAINING WALLS, AND EXISTING IMPROVEMENTS ON PRIVATE AND CITY
PROPERTY WITHIN LIMITS OF WORK. DAMAGES DUE TO CONTRACTORS ACTION SHALL BE REPAIRED OR REPLACED AT
CONTRACTORS EXPENSE.
12.CONTRACTOR SHALL BE RESPONSIBLE TO RESET BENCHMARKS AFFECTED BY CONSTRUCTION AT NO COST TO OWNER.
13.THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS, SIDEWALKS, AND EXISTING TRAIL ADJACENT TO THE PROJECT FREE OF
MUD AND DEBRIS FROM THE CONSTRUCTION AT ALL TIMES.
14.THE USE OF WOOD FORMS FOR PAVEMENT CONSTRUCTION WILL BE PERMITTED.
15.ALL CONCRETE SHALL BE IN COMPLIANCE WITH THE SPECIFIED CLASSES OF CONCRETE IN THE STANDARD SPECIFICATIONS 5.8
"PORTLAND CEMENT CONCRETE PAVEMENT" AND 7.4.5 "QUALITY OF CONCRETE" AS AMENDED BY THE ADDENDUM TO THE NORTH
CENTRAL TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - DECEMBER 1998. ALL OTHER CONCRETE NOT
SPECIFIED IN THESE SPECIFICATIONS AND PROVISION OR IN THE PLANS AND SPECIFICATIONS SHALL BE CLASS A, DRY KILN,
PORTLAND CEMENT CONCRETE.
16.ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCES
BY THE USE OF BAR CHAIRS OR OTHER APPROVED SUPPORT.
17.WHEN PLACING PROP. TRAIL ADJACENT TO EXIST. PAVEMENT, SAWCUT EXIST. PAVEMENT IF NO EXPANSION JOINT IS LOCATED AT
THE CUT LINE. MATCH GRADES OF PAVEMENT TOWARDS EXIST. PAVEMENT CURB TO PROVIDE POSITIVE DRAINAGE AND
CONSTRUCT UNDERCUT HEADER PER PAVING DETAILS INDICATED IN THESE PLANS.
18.ALL CONSTRUCTION PROJECTS IN COPPELL ARE REQUIRED TO HAVE A COPY OF THE 2014 STANDARD CONSTRUCTION DETAILS
ON THE JOB SITE AT ALL TIMES.
DEMOLITION NOTES
1.CONTRACTOR IS TO REVIEW ALL GENERAL NOTES PRIOR TO BEGINNING WORK.
2.REMOVE ALL EXISTING PAVEMENT AND STRUCTURES WITHIN THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED.
3.SAWCUT AND REMOVE ALL EXISTING DRIVE APPROACHES (WITHIN THE LIMITS OF DEMOLITION) TWO FEET FROM BACK OF CURB.
SIDEWALKS, PAVEMENT, AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO REMAIN UNLESS OTHERWISE NOTED.
4.CONSULT THE DIMENSIONAL CONTROL PLAN. VERIFY THE PORTION OF EXISTING CONCRETE CURBS AND PAVEMENT WHICH ARE TO
REMAIN.
5.COORDINATE WITH LOCAL POWER, TELEPHONE, CABLE, AND GAS COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF
EXISTING UTILITIES.
6.UTILITIES SHOULD BE CUT AND PLUGGED IN ACCORDANCE WITH THEIR RESPECTIVE UTILITY COMPANY REQUIREMENTS AND PRIOR TO
DEMOLITION OF THE EXISTING BUILDINGS.
7.CONTRACTOR TO PLUG ALL EXISTING EXPOSED ENDS OF ABANDONED UTILITIES.
8.CONTRACTOR TO DETERMINE SOURCE OF ALL EXPOSED UTILITIES AND, IF REQUIRED, RECONNECT TO PROPOSED UTILITIES.
9.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF ALL THE UNSUITABLE MATERIALS OR MATERIALS NOT
SPECIFICALLY IDENTIFIED FOR SALVAGE OR REUSE FROM THE PROJECT SITE. CONTRACTOR SHALL CONTACT ALL LOCAL
AUTHORITIES TO DETERMINE DISPOSAL REQUIREMENTS.
10.TREES ON THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING DEMOLITION OPERATIONS UNLESS OTHERWISE NOTED.
THE TREE PROTECTION SHALL BE PLACED AROUND TREES PRIOR TO ANY DEMOLITION OR GRADING. TREE PROTECTION SHALL
REMAIN UNTIL ALL WORK IS COMPLETED. REFER TO L5.2-12 FOR TREE REMOVAL AND PROTECTION DETAILS.
11.ANY DAMAGE DONE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE
SURGEON AT THE OWNER'S DIRECTION. ROOTS EXPOSED AND/OR DAMAGED DURING DEMOLITION AND/OR GRADING OPERATIONS
SHALL BE CUT OFF CLEANLY INSIDE THE EXPOSED OR DAMAGED AREA, PAINT CUT SURFACES WITH AN APPROVED TREE PAINT, AND
TOPSOIL AND MULCH PLACED OVER THE EXPOSED ROOT AREA IMMEDIATELY.
12.CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING EROSION CONTROL MEASURES ON THE SITE IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS UNTIL THE SITE HAS BEEN STABILIZED.
13.CONTRACTOR IS RESPONSIBLE FOR SECURITY OF THE SITE DURING DEMOLITION ACTIVITIES AND UNTIL SUBSTANTIAL COMPLETION.
14.ALL WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS AND CITY STANDARD CONSTRUCTION SPECIFICATIONS.
15.THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED
BY OTHERS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITY MAINS, MANHOLES, CLEANOUTS, VALVE
BOXES, AND FIRE HYDRANTS, ETC. IN THE AREA OF DEMOLITION.
16.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING TRENCH
SAFETY.
17.BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES AND LATEST UPDATES..
18.CONTRACTOR WILL PROVIDE ON-SITE PARKING FOR WORKERS. VEHICLE PARKING WILL NOT BE ALLOWED WITHIN THE PUBLIC
RIGHT-OF-WAY.
19.CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ADEQUATE DUST CONTROL MEASURES DURING
DEMOLITION ACTIVITIES.
20.CONTRACTOR IS TO COORDINATE DEMOLITION ACTIVITIES WITH THE HAZARDOUS MATERIAL ABATEMENT CONTRACTORS'
ACTIVITIES, IF APPLICABLE.
21.THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL TEMPORARY UTILITY SERVICES REQUIRED TO COMPLETE THE SCOPE
OF WORK
25.THE CONTRACTOR SHALL DETERMINE THE LOCATION OF THE TEMPORARY CONSTRUCTION TRAILER AND TEMPORARY SPOILS PILES.
DETERMINED LOCATIONS TO BE APPROVED BY OWNER.
TREE PROTECTION NOTES
1. ALL TREES SHOWN ON THIS PLAN TO BE RETAINED SHALL BE PROTECTED DURING CONSTRUCTION WITH FENCING;
2. TREE PROTECTION FENCES SHALL BE ERECTED ACCORDING TO CITY STANDARDS FOR TREE PROTECTION, INCLUDING TYPES OF
FENCING AND SIGNAGE;
3. TREE PROTECTION FENCES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY SITE PREPARATION WORK (CLEARING,
GRUBBING, OR GRADING) AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT;
4. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN
SOIL BUILD-UP WITHIN TREE DRIPLINES OR ROOT DAMAGE;
5. FENCES SHALL COMPLETELY SURROUND THE TREE OR CLUSTERS OF TREES LOCATED AT THE OUTERMOST LIMITS OF THE TREE
BRANCHES (DRIPLINE) OR CRZ, WHICHEVER IS GREATER; AND SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROJECT IN
ORDER TO PREVENT THE FOLLOWING:
A. SOIL COMPACTION IN ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT OR MATERIAL;
B. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN 3 INCHES CUT OR FILL) OR TRENCHING NOT REVIEWED
AND AUTHORIZED BY THE CITY URBAN FORESTER;
C. WOUNDS TO EXPOSED ROOTS, TRUNK, OR LIMBS BY MECHANICAL EQUIPMENT; AND,
D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, CONCRETE TRUCK CLEANING, FIRES, AND
ANCHORING TO TREE TRUNK.
6. EXCEPTIONS TO INSTALLING TREE FENCES AT THE TREE DRIPLINES OR CRZ, WHICHEVER IS GREATER, MAY BE PERMITTED IN THE
FOLLOWING CASES:
A. WHERE THERE IS TO BE AN APPROVED GRADE CHANGE, IMPERMEABLE PAVING SURFACE, OR TREE WELL;
B. WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, ERECT THE FENCE NO CLOSER THAN EIGHT FEET (8') TO THE BUILDING;
7. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE THAT IS CLOSER THAN FIVE FEET (5') TO A TREE TRUNK, THE TRUNK
SHALL BE PROTECTED WITH STRAPPED-ON PLANKING TO A HEIGHT OF EIGHT FEET (8') ² OR TO THE LIMITS OF LOWER BRANCHING
²,1$'',7,21727+(5('8&(')(1&,1*3529,'('
8. WHERE ANY OF THE ABOVE EXCEPTION RESULTS IN AREAS OF UNPROTECTED ROOT ZONES UNDER THE DRIPLINE OR CRZ,
WHICHEVER IS GREATER, THOSE AREAS SHALL BE COVERED WITH 4 INCHES OF ORGANIC MULCH TO MINIMIZE SOIL COMPACTION;
9. ALL GRADING WITHIN PROTECTED ROOT ZONE AREAS SHALL BE DONE BY HAND OR WITH SMALL EQUIPMENT TO MINIMIZE ROOT
DAMAGE. PRIOR TO GRADING, RELOCATE PROTECTIVE FENCING TO 2 FEET BEHIND THE GRADE CHANGE AREA;
10. ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL. BACKFILL ROOT AREAS WITH GOOD
QUALITY LIGHT TOP SOIL WITHIN 24 HOURS. IF EXPOSED ROOT AREAS ARE NOT BACKFILLED WITHIN 24 HOURS, COVER THEM WITH
ORGANIC MATERIAL IN A MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZED WATER LOSS DUE TO EVAPORATION;
11. PRIOR TO EXCAVATION OR GRADE CUTTING WITHIN TREE DRIPLINES, A CLEAN CUT SHALL BE MADE BETWEEN THE DISTURBED AND
UNDISTURBED ROOT ZONES WITH A TRENCHING MACHINE OR SIMILAR EQUIPMENT TO MINIMIZE DAMAGE TO REMAINING ROOTS;
12. ALL TREES IMPACTED BY CONSTRUCTION ACTIVITIES WILL BE WATERED DEEPLY ONCE A WEEK DURING PERIODS OR HOT, DRY
WEATHER. TREE CROWNS ARE TO BE SPRAYED WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON LEAVES;
13. WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF THE TREE USE A PLASTIC VAPOR BARRIER BEHIND THE CONCRETE
TO PROHIBIT LEACHING OF LIME INTO THE ROOT ZONE;
14. INSTALLATION OF LANDSCAPE IRRIGATION WITHIN THE CRZ OF PROTECTED TREES SHALL BE INSTALLED BY HAND DIGGING WITH NO
522729(5µ,1',$0(7(5%(,1*&87
15. NO LANDSCAPE TOPSOIL DRESSING GREATER THAN THREE INCHES µ SHALL BE PERMITTED WITHIN THE DRIPLINE OR CRZ,
WHICHEVER IS GREATER, OF TREES. NO TOPSOIL OR MULCH IS PERMITTED ON ROOT FLARES OF ANY TREE;
16. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC, AND CONSTRUCTION EQUIPMENT SHALL TAKE PLACE
BEFORE CONSTRUCTION BEGINS. ALL PRUNING MUST BE DONE ACCORDING TO STANDARDS AS OUTLINED IN AMERICAN NATIONAL
STANDARD FOR TREE CARE OPERATION ² TREE SHRUB AND OTHER WOODY PLANT MAINTENANCE ² STANDARD PRACTICE (ANSI
R300-1995);
17. THE CITY URBAN FORESTER HAS THE AUTHORITY TO REQUIRE ADDITIONAL TREE PROTECTION BEFORE OR DURING CONSTRUCTION;
AND,
18. TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT TREES TO BE PRESERVED. SEE
SECTION 3.4.3 OF THIS MANUAL FOR APPROPRIATE REMOVAL METHODS.
19. DEVIATIONS FROM THE ABOVE MAY BE CONSIDERED VIOLATIONS IF THERE IS SUBSTANTIAL NONCOMPLIANCE OR IF A TREE
SUSTAINS DAMAGE AS A RESULT.
POLLUTION CONTROL GENERAL NOTES
1.THIS PLAN HAS BEEN PREPARED TO PROVIDE MEANS TO PREVENT OR MINIMIZE POLLUTION OF STORM WATER.
2.THE CONSTRUCTION ACTIVITY INCLUDED IN THIS PLAN WILL INCLUDE:
2.A.CLEARING AND GRUBBING
2.B.ROUGH GRADING
2.C.FINAL GRADING
2.D.UTILITY INSTALLATION
2.E.PAVEMENT INSTALLATION
3.THE TOTAL ESTIMATED LAND AREA TO BE DISTURBED IS 1.025 ACRES.
4.THE ESTIMATED RUNOFF COEFFICIENT UPON COMPLETION OF THE PROJECT IS 0.70.
5.THE STORM WATER EXITING THE SITE IS COLLECTED IN AN EXISTING DRAINAGE SYSTEM MAINTAINED BY THE CITY OF DENTON,TEXAS.
6.THE SOILS ON THE SITE ARE GENERALLY BIROME-URBAN LAND COMPLEX AND WILSON-URBAN LAND COMPLEX.
7.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION PROTECTION AROUND THE WORK AREA PERIMETER AND AT ALL INLET
MOUTHS PRIOR TO COMMENCING WORK AND UNTIL THE WORK AREA HAS BEEN STABILIZED.
8.THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THE SITE.
9.ALL DISTURBED AREAS WHICH WILL NOT BE RE-DISTURBED MUST BEGIN BEING STABILIZED IMMEDIATELY BY THE CONTRACTOR TO
CONTROL EROSION. THE CONTRACTOR HAS 14 DAYS TO HAVE ALL STABILIZATION AND EROSION CONTROL DEVICES IN PLACE.
10.THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE.
11.THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE AND LOCAL REGULATIONS REGARDING SEDIMENT AND EROSION CONTROL.
12.A COPY OF THIS PLAN, AS PART OF THE SWPPP, MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING THE ENTIRE
CONSTRUCTION PERIOD.
13.CONSTRUCTION SEQUENCING MUST PROVIDE FOR THE EXCAVATION OF AN ON-SITE BASIN AS A SEDIMENT COLLECTION BASIN
PRIOR TO THE DISTURBANCE OF GREATER THAN 10 ACRES OF LAND.
14.ALL FINISHED GRADES ARE TO BE HYDROMULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWTH IS ESTABLISHED ON
AND OFF-SITE.
15.A PIT OR WASH OUT BASIN SHALL BE CONSTRUCTED ON-SITE BY THE CONTRACTOR FOR THE "WASH OUT" OF CONCRETE TRUCKS.
16.A BERM OR OTHER SPILL PROTECTION MEASURE SHALL BE USED FOR ANY TEMPORARY FUEL STORAGE TANK ON-SITE.
17.IF "SUMP" PUMPS ARE USED TO REMOVE WATER FROM EXCAVATED AREAS, FILTER THE DISCHARGE TO REMOVE SEDIMENT AND
OTHER POLLUTANTS BEFORE THE WATER LEAVES THE SITE.
18.TO PREVENT DAMAGE TO VEGETATION IN DOWNSTREAM WATER COURSES, LIMIT ANY PROPOSED LIME STABILIZATION OPERATIONS
TO THAT WHICH CAN BE MIXED AND COMPACTED BY THE END OF EACH WORK DAY. GEOTEXTILE FABRIC IS NOT EFFECTIVE IN
FILTERING LIME SINCE THE GRAIN SIZE IS SMALLER THAN THE OPENING IN THE FABRIC.
19.VEHICLE PARKING AREAS, STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY
AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THE AREAS WITH PROTECTIVE MEASURES SHALL BE
NECESSARY.
20.STORE ALL TRASH AND BUILDING MATERIALS WASTE IN AN ENCLOSURE UNTIL IT CAN BE PROPERLY DISPOSED OF AT THE
APPROPRIATE OFF-SITE FACILITIES.
21.TRACKING OF SEDIMENT OFF-SITE BY TRUCK TRAFFIC SHALL BE HANDLED THROUGH REGULAR CLEANING.
22.INSPECTIONS SHALL BE CONDUCTED BY THE PERMITEE ONCE EVERY TWO WEEKS AND WITHIN 24 HOURS AFTER STORM EVENT OF
0.5 INCHES OR MORE OR ONCE PER WEEK ON A SPECIFIC PRE-DEFINED DAY. THE INSPECTIONS WILL INCLUDE:
22.A.DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN STABILIZED.
22.B.AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.
22.C.STRUCTURAL CONTROL MEASURES.
22.D.LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.
22.E.IDENTIFICATIONS OF MEASURES THAT NEED TO BE MAINTAINED, MODIFIED, OR ADDED TO CORRECT PROBLEMS.
23.CONTRACTOR SHALL MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH,
LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER MATERIALS PRESENT
ON THE SITE TO PRECIPITATION AND TO STORMWATER.
24.PERMANENTLY STABILIZE EXPOSED SOIL, WITHIN AND ADJACENT TO THE SITE, THAT IS DISTURBED BY VEHICLES, GRADING AND
OTHER CONSTRUCTION ACTIVITIES.
25.CONTAIN ALL RUNOFF FROM MATERIAL USED IN SUBGRADE STABILIZATION.
26.MATERIAL STOCKPILES SHALL BE COVERED BY PLASTIC OR SURROUNDED BY EROSION CONTROL STRUCTURES TO CONTROL
SEDIMENT RELEASES.
27.CONTRACTOR SHALL PROTECT SLOPES IN EXCESS OF 15% IN ORDER TO MINIMIZE EROSION OF SOILS AND THE DISTURBANCE OF
SLOPES.
28.VEGETATION TO BE PRESERVED WHERE EVER POSSIBLE TO HELP REDUCE EROSION. WHERE VEGETATION MUST BE REMOVED,
PRESERVE NATIVE TOPSOIL IN ALL AREAS POSSIBLE.
29.MINIMIZE SOIL COMPACTION IN AREAS INTENDED FOR POST CONSTRUCTION PERVIOUS SURFACE.
PAVING GENERAL NOTES
1.ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISE NOTED.
2.ALL CONCRETE SHALL CONFORM TO NCTCOG ITEM 303.3.4, CLASS "A" (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS
OR STATED IN STANDARD CITY SPECIFICATIONS.
3.ALL FILL PLACED UNDER PAVING SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY IN 6 INCH LIFTS, UNLESS OTHERWISE
NOTED. REFER TO STRUCTURAL SPECIFICATIONS FOR FILL PLACED BENEATH BUILDING AREAS. ALL OTHER FILL AREAS TO BE
COMPACTED TO 90% STANDARD PROCTOR.
4.THE CONTRACTOR SHALL SUBMIT A JOINT SPACING PLAN TO THE ENGINEER FOR APPROVAL. EXPANSION JOINT SPACING SHALL BE
90' MAXIMUM EACH WAY WITH NO KEYWAYS AND SAWED DUMMY JOINTS SHALL BE 15' EACH WAY, UNLESS OTHERWISE NOTED.
5.TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAY'S PAVING AND WHERE INTERRUPTIONS SUSPEND
OPERATIONS FOR 30 MINUTES OR MORE.
6.ALL PAVEMENTS TO BE REMOVED SHALL BE SAWCUT TO A NEAT LINE, MINIMUM 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.
7.ALL CURB AND GUTTER SHALL BE INTEGRAL WITH THE PAVEMENT AND HAVE THE SAME COMPRESSIVE STRENGTH.
8.PAVEMENT REINFORCEMENT SHALL BE #3 BARS, SPACED AT 18 INCHES CENTER TO CENTER EACH WAY EXCEPT WHERE OTHERWISE
NOTED IN THE PLANS.
9.BAR LAPS SHALL BE 30 DIAMETERS IN LENGTH.
10.ALL STRIPES SHALL BE 4 INCHES WIDE, UNLESS OTHERWISE NOTED.
11.INSTALLATION AND PLACEMENT OF IRRIGATION SLEEVES AND UTILITY CONDUITS SHALL BE IN ACCORDANCE WITH LANDSCAPE
ARCHITECT AND MEP PLANS.
12.SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A
CROSS SLOPE NO GREATER THAN 2%.
DIMENSIONING & LAYOUT GENERAL NOTES
1.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS.
2.ALL IMPROVEMENTS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE
PRIOR TO CONSTRUCTION OR INSTALLATION.
3.CONTRACTOR SHALL VERIFY ALL UTILITIES SHOWN ON THE PLANS AS WELL HAVE THE SITE UTILITIES LOCATED ON THE GROUND
PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IN THE EVENT THAT THE CONTRACTOR DISCOVERS AN UNDERGROUND
UTILITY THAT IS NOT REPRESENTED WITHIN THE CONSTRUCTION DOCUMENTS OR AS MARKED ON THE SITE, HE SHALL
IMMEDIATELY CONTACT THE OWNERS REPRESENTATIVE TO DETERMINE NEXT STEPS PRIOR TO ANY CONSTRUCTION ACTIVITIES
WITHIN THE AREA OF THE NEWLY DISCOVERED UNDERGROUND UTILITY.
4.THE CONTRACTOR SHALL EXAMINE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND DETAILS.
5.ALL DIMENSIONS ARE TO BACK OF CURB AND FACE OF BUILDING UNLESS OTHERWISE NOTED.
6.HANDICAP RAMPS TO BE LOCATED AND INSTALLED AS SHOWN IN DRAWINGS. CONTRACTOR SHALL ENSURE THAT ALL TAS/ADA
GUIDELINES ARE FOLLOWED.
7.REINFORCEMENT SHALL BE PROVIDED IN THE CONCRETE IMPROVEMENTS AS SHOWN WITHIN THE CONSTRUCTION DETAILS AND
SPECIFICATIONS AND SHALL BE INSTALLED CONTINUOUS THROUGH CONTROL JOINTS, AND PER DETAIL DRAWINGS FOR THE
EXPANSION JOINTS.
8.EXPANSION JOINT AND CONTROL JOINT SPACING SHALL BE LOCATED AS SHOWN ON PLANS AND DETAILS.
9.CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT WHERE PROPOSED CONCRETE MEETS EXISTING WALKS OR CURBS.
10.GRADING IMPROVEMENTS HAVE BEEN DESIGNED WITH THE INTENT OF THE FOLLOWING GUIDELINES:
x ALL WALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% IN THE DIRECTION OF THE DOWNHILL SIDE.
x THE RUNNING SLOPE OF THE WALKS SHALL BE NO GREATER THAN 5%.
x ALL GRADES SHALL BE FINISHED TO A SMOOTH, FLOWING CONTOUR, MAINTAINING FLOW PATTERNS THAT ALLOW THE WATER
TO FLOW FROM PLANTED AREAS, ACROSS PAVED AREAS TO DRAINAGE COLLECTION POINTS AS DEPICTED IN THE
CONSTRUCTION DOCUMENTS.
11.THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION ACTIVITIES FOR THE PROJECT.
ACCUMULATION OF STANDING WATER WILL NOT BE PERMITTED.
12.THE CONTRACTOR IS TO LOCATE, DOCUMENT, AND PROTECT ALL CONTROL BENCH MARKS THROUGHOUT THE DURATION OF
CONSTRUCTION ACTIVITIES.OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
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SON23 2 0
EX-B
EXHIBIT B-GENERAL NOTES
PLANTING NOTES
1.ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
2.FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE GRADING SHALL INCLUDE THE REMOVAL OF DEBRIS,
ROCKS, ETC. FROM THE SITE AND INSURE POSITIVE DRAINAGE IN ALL AREAS.
3.THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR
IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES DURING THE COURSE OF CONSTRUCTION.
4.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS.
5.IT IS PREFERABLE THAT NO TREE BE STAKED. HOWEVER, CONDITIONS AND PLANT MATERIAL SIZE MAY NECESSITATE STAKING. THE
OWNER'S REP SHALL DETERMINE IF SUPPORT IS NEEDED AND SHALL DIRECT THE CONTRACTOR ACCORDINGLY. ALL TREE STAKING
ABOVE AND BELOW THE SURFACE SHALL BE REMOVED IN THERE ENTIRETY INCLUDING THE SECURING HARDWARE (STRAPS,
WHIRES,METAL SPIKES, ETC.) ONE YEAR AFTER TREE IS PLANTED.
6.THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS ASSOCIATED WITH
THE LANDSCAPE AND ACCESSORIES.
7.ALL PLANT MATERIALS SHALL MEET ANSI Z60.1 STANDARDS FOR CALIPER, HEIGHT AND ROOT BALL SIZE. ANY MATERIALS THAT DO
NOT MEET OR EXCEED SUCH STANDARDS SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
8.BALLED AND BURLAPPED TREES SHALL HAVE THE TOP HALF OF THE WIRE BASKET REMOVED. THE BURLAP SHALL BE REMOVED TO
THE GREATEST EXTENT POSSIBLE, USING A KNIFE TO CUT AND REMOVE THE BOTTOM HALF UNDER THE WIRE BASKET THAT REMAINS.
9.ROOT BARRIERS HALL BE RIGID PLASTIC THAT COMPLIES WITH CITY OF DENTON REQUIREMENTS AND INSTALLED PER
MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. ROOT BARRIERS SHALL BE INSTALLED WHEN ROOT BALL IS LOCATED
WITHIN 5' OF PAVEMENT.
10.QUANTITIES SHOWN FOR CONVENIENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES.
BENCH MARK LIST
VICINITY MAP
COUNTY
MAPSCO
DENTON
F247X
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
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SON23 2 0
EX-D
EXHIBIT D-EXISTING CONDITIONS
REMOVE STONE
RETAINING WALL
REMOVE BALLARDS
REMOVE ASPHALT PAVEMENT
SAWCUT AND
REMOVE CONCRETE
CURB AND GUTTER
SAWCUT,
REMOVE
CONCRETE
DRIVE
ENTRANCE
AND
PAVEMENT
REMOVE 4' CONCRETE
SIDEWALK
REMOVE 4'
CONCRETE
SIDEWALK
REMOVE AND REPLACE 4'
CONCRETE SIDEWALK
REMOVE CONCRETE SIDEWALK
ADJACENT TO 6' STONE WALL
REMOVE 4' CONCRETE
SIDEWALK
SAWCUT AND REMOVE CONCRETE
EMERGENCY VEHICLE DRIVE WAY
REMOVE STONE PLANTERS
AND SHRUBS WITHIN
REMOVE 6' CONCRETE
SIDEWALK
REMOVE EX. 10"
SWEET GUM TREE
REMOVE CONCRETE
CURB
REMOVE BRICK
RUNNER
REMOVE CONCRETE
PAVEMENT
REMOVE 22" MULTI-TRUNK
CREPE MYRTLE
REMOVE ADA RAMP
AND CONCRETE
CURB
SAWCUT AND REMOVE
CONCRETE PAVEMENT
REMOVE
CONCRETE CURB
REMOVE AND REPLACE
BRICK PAVERS
REMOVE CONCRETE CURB
REMOVE GRATE INLET
AND 6" PVC LINE
REMOVE GRATE INLET
AND 6" PVC LINE
REMOVE TRAFFIC
SIGN AND STORE
FOR REUSE
REMOVE TRAFFIC
SIGN AND STORE
FOR REUSE
REMOVE TRAFFIC
SIGN AND STORE
FOR REUSE
REMOVE FLAGPOLE
AND LIGHTING
REMOVE PARKING LIGHT POLE
AND STORE FOR REUSE
RETAIN AND PROTECT
6' STONE WALL
EXISTING SANITARY SEWER,
GREASE TRAP, ASSOCIATED
UNDERGROUND PIPING TO BE
REMOVED. CONTRACTOR TO
CAP SERVICE AT PROPERTY LINE
REMOVE PULL BOX
ELECTRIC AND STORE
FOR REUSE
WATER METER TO
BE RELOCATED AND
CONNECTED FOR
IRRIGATION USE
BRICK PAVERS TO REMAIN
LIGHT POLE TO
REMAIN
SAWCUT AND REMOVE CONCRETE
CURB AND GUTTER
RETAIN AND PROTECT
EXISTING STREET
TREES (4)
BRICK PAVING TO
REMAIN
REMOVE MILLED
ASPHALT PAVEMENT
REMOVE MILLED
ASPHALT PAVEMENT
REMOVE MILLED
ASPHALT PAVEMENT
REMOVE ADA RAMP AND
CONCRETE CURB
REMOVE 4' CONCRETE
SIDEWALK
EXISTING TREE TO REMAIN; REF.
EX-N FOR TREE PROTECTION
DETAILS
EXISTING SANITARY SEWER,
GREASE TRAP, ASSOCIATED
UNDERGROUND PIPING TO
BE REMOVED. CONTRACTOR
TO CAP SERVICE AT
PROPERTY LINE
EXISTING SANITARY SEWER, GREASE
TRAP, ASSOCIATED UNDERGROUND
PIPING TO BE REMOVED. CONTRACTOR
TO CAP SERVICE AT PROPERTY LINE.
CURB AND GUTTER
TO REMAIN
CURB AND GUTTER
TO REMAIN
CURB AND GUTTER
TO REMAIN
CONCRETE SIDEWALK
TO REMAIN
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
E
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SON23 2 0
EX-E
EXHIBIT E-DEMOLITION PLAN
1"=20'
GT
PBE
EV
LS
OHL
FP
SIGN
CO
WM
WV
FH
OVERHEAD UTILITY LINE
APPROXIMATE RIGHT-OF-WAY LINE
FENCE
FLOOD LIGHT
TRAFFIC SIGN
FLAG POLE
CLEANOUT
WATER VALVE
WATER METER
LIGHT STANDARD
FIRE HYDRANT
B
PP POWER POLE
6"W WATER LINE
E UNDERGROUND ELECTRIC LINE
6"SS SANITARY SEWER LINE
EXIST CONTOUR
EXIST TOP OF CURB ELEV.
EXIST GUTTER ELEV.
EXIST SPOT ELEV.
G 611.92
TC 612.39
612.39
613
GREASE TRAP
SAN. SEWER MANHOLE
ELECTRIC VAULT
PULL BOX ELECTRIC
BOLLARD
FL
UNDERGROUND GAS LINE
STORM DRAIN LINE
G
GM
SS
STM
TEL
GAS METER
STORM SEWER MANHOLE
TELEPHONE MANHOLE
EXIST TOP OF STEP ELEV.
EXIST BOTTOM OF STEP ELEV.BS 611.92
TS 612.39
X
PAINT MARK RED
PAINT MARK YELLOW
RD
Y
EXIST TOP OF VALVE ELEV.
EXIST TOP OF NUT ELEV.TN 611.92
TV 612.39
EXIST TOP OF WALL ELEV.
EXIST BOTTOM OF WALL ELEV.BW 611.92
TW 612.39
AREA OF DISTURBANCE
TREE PROTECTION FENCE, REF. 7/EX-M2
VAN25'-0"50'-0"OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
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SON23 2 0
PROPOSED CONSTRUCTION ENTRANCE
INLET PROTECTION
SILT FENCE (LIMITS OF DISTURBED AREA)
PROPOSED DRAINAGE FLOW DIRECTION
LEGEND
BIORETENTION
CELL - D
BIORETENTION
CELL - C
INFILTRATION
TRENCH
INFILTRATION
TRENCH
PLANTER
BOX
PLANTER
BOX
PLANTER
BOX
PLANTER
BOX
PLANTER
BOX
PLANTER BOX
INFILTRATION
TRENCH
EX-F1
EXHIBIT F1-EROSION CONTROL PLAN
BIORETENTION
CELL - E
BIORETENTION
CELL - A BIORETENTION
CELL - B
FILTER STRIP
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
E
L
SON23 2 0
ALTERNATE SUPPORT FOR TYPE A
CURB INLET PROTECTION
EX-F2
EXHIBIT F2-EROSION CONTROL DETAILS
DUMPSTER AREA
COLLECTION GATE
10 SPACES
8 SPACES
11 SPACES
19 SPACES 3 SPACES5
S
P
A
C
E
S4 SPACESVISIBILITY
TRIANGLE
VISIBILITY TRIANGLE
STORMWATER EDUCATIONAL
KIOSK, BY OWNER
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
VISIBILITY
TRIANGLE
VISIBILITY TRIANGLE
CONCRETE
SIDEWALK
CONCRETE
PAVERS
CONCRETE
PAVERS
VISIBILITY
TRIANGLE
VISIBILITY
TRIANGLE
10'BUFFER10'
BUFFER25'-0"25'-0"
VAN
25'-0"25'-0"25'-0"25'-0"
25'-0"25'-0"25'-0"25'-0"25'
-
0
"
25'-0"25'-0"25'-0"25'-0"25'-0"EXISTING 6' STONEWALL
EXISTING
LIGHT POLE
EXISTING
LIGHT POLE
BIORETENTION
CELL
INFILTRATION TRENCH
INFILTRATION TRENCH
INFILTRATION
TRENCH
PLANTER BOX / STREET TREE
PLANTER BOX / STREET TREE
PLANTER BOX / STREET TREE
PLANTER BOX /
STREET TREE
PLANTER BOX /
STREET TREE
BIORETENTION
CELL
8'-1"
8'-0"
8'-0"
5'-3"
TIE INTO EXISTING CURB
TIE INTO EXISTING CURB
TIE INTO EXISTING CURB
TIE INTO
EXISTING CURB
TIE INTO EXISTING CURB
TIE INTO EXISTING
SIDEWALK AND CURB
TIE INTO EXISTING
SIDEWALK
TIE INTO EXISTING
SIDEWALK
TIE INTO EXISTING
ADA RAMP
BIORETENTION
CELL
FILTER STRIP
12" MOW CURB
SYMBOL DESCRIPTION
36" PARKING LOT SCREENING FENCE
TREE GRATE
BENCH
BIKE RACK
*(1(5$/¬/(*(1'
PEDESTRIAN LIGHT POLES
6' DUMPSTER ENCLOSURE WALL
6" CONCRETE TREE WELL EDGE
ARTIFICIAL LOT LINE
8 YARD DUMPSTER (7'X6')
PARKING LOT MONUMENT SIGN ( 4'-3"X1'-1"X9'-4")
DOWNTOWN KIOSK (2'X2'X7')
TRAFFIC SIGN
WHEEL STOP
PARKING LIGHT POLES
TRASH RECEPTACLE
( 4'-3"X1'-1"X9'-4")
12 " CONCRETE MOW CURB
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
E
L
SON23 2 0
EX-G1
EXHIBIT G1-SITE INFORMATION PLAN
10'BUFFER10'
BUFFER
VAN
18'-6"24'-0"18'-0"7 SPACES @ 9'=64'-0"1'-7"7'-6"144'-6"18'-6"7 SPACES @ 9'=63'-6"
9'-0"9'-0"9'-0"
1'-3"2'-1"R2'-6"55'-7"R2'-6"
2
2
'
-
8
"
R
2
'
-
6
"
5'-0"4'-2"
4'-1"5'-0"18'-0"R3'-0"1'-0"
2'-8"24'-0"11 SPACES @ 9'=99'-0"
8 SPACES @ 9'=72'-0"15'-0"15'-0"20'-0"24'-0"20'-0"12 SPACES @ 9'=108'-0"4 SPACES@ 9"=36'-0"R
3
'
-
0
"
10 SPACES @ 9'=90'-0"R3'-0"2'-1"R10
'
-0
"R21'-0"8'-0"
R20'-
0
"
1'-6"
8'-0"
24'-0"
24'-4"
5
S
P
A
C
E
S
@
9
'
=
4
5
'
-
0
"
R3'-0"
19'-10"3 SPACES@ 9'=27'-0"R7'-0"R
3
'
-
0
"
2'-6"13'-6"5'-0"35'-0"5'-0"17'-6"17'-6"5'-0"9'-6"2'-6"17'-0"
29'
-
2
"15'-0"27'-0"15'-0"17'-0"15'-3"8'-0"14'-0"14'-0"15'-6"22'-
8"
3'-6"14'-0"7'-0"3'-6"15'-6"13'-8"6'-0"17'-0"20'-11"20'-0"19'-11"11'-8"16'-2"17'-0"20'-1"
17'-0"39'-10"8'-0"8'-0"10'-9"
6'
-
0
"4'-0"6'
-
0
"
9'-3"7'-11"30'-0"25'-0"21'-6"R2'-6"R346'-6"18'-0"4'-2"
5'-4"
4'-2"
2'-6"6'-10"2'-6"6'-10"3'-0"3'-0"R30'-
0"8'-6"2'-2"19'-6"4'-2"4'-3"8'-1"8'-5"4'-0"1'-6"8'-6"1'-6"9'-7"
8'-0"
R
3
'
-
0
"
R3'-
0"R3'-0"R
3
'
-
0
"R3'-0"
R11
'
-0
"
R11'-
0"
R3'-0"R3'-
0"
R
3
'
-
0
"24'-0"18'-0"18'-0"24'-0"20'-0"1'-0"
1'-0"
1'-0"
R
3
'
-
0
"R10'-0"8'-0"8'-0"
R
3
'
-
0
"
16'-9"7"18'-3"13'-10"1'-4"
PROPOSED 5'
FADE OUT CURB
R
6
"R4"
R4
"R4"R
4
"1'-4"8"R12'-0
"
DESCRIPTION NORTHING EASTING
N 7129340.1520 E 2386483.3600
N 7129246.3219 E 2386268.1410
N 7129239.3230 E 2386251.0886
N 7129301.3417 E 2386263.6140
N 7129303.6624 E 2386414.0828
N 7129327.7240 E 2386482.3130
N 7129409.3362 E 2386264.6983
N 7129387.1101 E 2386374.3084
N 7129242.8260 E 2386274.0848
N 7129173.4359 E 2386406.8875
N 7129463.1489 E 2386276.7165
N 7129396.9574 E 2386388.2420
N 7129235.5155 E 2386406.8234
1 DUMPSTER ENCLOSURE WALL COLUMN N 7129227.0560 E 2386368.6466
2 DUMPSTER ENCLOSURE WALL COLUMN N 7129234.0809 E 2386368.6154
3 DUMPSTER ENCLOSURE WALL COLUMN N 7129234.0809 E 2386385.6802
4 DUMPSTER ENCLOSURE WALL COLUMN N 7129221.8062 E 2386402.3487
5 DUMPSTER ENCLOSURE WALL COLUMN N 7129174.3368 E 2386386.8740
6 DUMPSTER ENCLOSURE WALL COLUMN N 7129185.8548 E 2386402.3933
7 PERIMETER FENCE COLUMN N 7129407.3497 E 2386263.4771
8 PERIMETER FENCE COLUMN N 7129381.3510 E 2386263.2161
9 PERIMETER FENCE COLUMN N 7129355.3523 E 2386262.9550
10 PERIMETER FENCE COLUMN N 7129329.3536 E 2386262.6940
11 PERIMETER FENCE COLUMN N 7129303.3549 E 2386262.4329
12 PERIMETER FENCE COLUMN N 7129361.7709 E 2386414.8491
13 PERIMETER FENCE COLUMN N 7129349.5944 E 2386437.8216
14 PERIMETER FENCE COLUMN N 7129337.4180 E 2386460.7940
15 PERIMETER FENCE COLUMN N 7129317.7253 E 2386474.4274
16 PERIMETER FENCE COLUMN N 7129291.7250 E 2386474.4701
17 CORNER OF PARKING LOT MONUMENT SIGN N 7129453.5636 E 2386267.4354
18 CORNER OF PARKING LOT MONUMENT SIGN N 7129451.1396 E 2386264.2535
19 CORNER OF PARKING LOT MONUMENT SIGN N 7129331.3390 E 2386469.5683
20 CORNER OF PARKING LOT MONUMENT SIGN N 7129328.0612 E 2386471.8610
21 DOWNTOWN KIOSK N 7129248.7140 E 2386488.6673
22 TRASH RECEPTACLE N 7129220.1552 E 2386488.4266
23 TRASH RECEPTACLE N 7129244.5672 E 2386266.3784
NORTHING/EASTING POINT SCHEDULE
EDGE OF TRASH RECEPTACLE CONCRETE PAD
TIE INTO EXISTING CURB
EDGE OF CONCRETE
EDGE OF CONCRETE
TIE INTO EXISTING RAMP
EDGE OF CONCRETE
EDGE OF INFORMATION SIGNAGE CONCRETE PAD
BACK OF CURB CORNER
BACK OF CURB CORNER
TIE INTO EXISTING CURB
TIE INTO EXISTING CURB
BACK OF CURB CORNER
TIE INTO EXISITNG CURBCALLOUT
CALLOUT
CALLOUT
CALLOUT
CALLOUT
CALLOUT
CALLOUT
CALLOUT
CALLOUT
CALLOUT
CALLOUT
CALLOUT
CALLOUT
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
E
L
SON23 2 0
ALL DIMENSIONS ARE TO
BACK-OF-CURB UNLESS
OTHERWISE NOTED.
BENCH MARK LIST
BM#1 &876(7211257+($67&251(52),1/(7
1257+2)1257+
&85%/,1(2):0&.,11(<675((7$1'
($672)($67&85%/,1(2)
BOLIVAR STREET.
NORTHING= 7129512.41'
EASTING= 2386276.16'
ELEV= 633.59'
BM#2 0$*1$,/:,7+:$6+(56(7
1257+2)1257+&85%/,1(2):
0&.,11(<675((7$1'
($672):(67&85%/,1(2)1&('$5675((7
NORTHING= 7129390.66'
EASTING= 2386495.58'
ELEV= 638.33'
BM#99 CITY OF DENTON BRONZE CAP FOUND AT THE NORTHWEST CORNER OF AN
INLET ON THE NORTH SIDE OF W. MCKINNEY STREET, BETWEEN BOLIVAR
STREET AND N. CARROLL BOULEVARD.
ELEV= 632.07'
EX-G2
FENCE
SYMBOL DESCRIPTION QTY HEIGHT MATERIAL
ORNAMENTAL FENCE 190 LF 36"STEEL/CONCRETE
PAVING
SYMBOL DESCRIPTION QTY MATERIAL
12" CONCRETE MOW CURB 4 LF
6" CONCRETE TREE WELL EDGE 72 LF
WALL
SYMBOL DESCRIPTION QTY
DUMPSTER ENCLOSURE WALL 64 LF
SITE FURNISHINGS
SYMBOL DESCRIPTION QTY
TRASH RECEPTACLE - TO MATCH CITY STANDARDS 2
TREE GRATE - TO MATCH CITY STANDARDS 3
BENCH - TO MATCH CITY STANDARDS 3
BIKE RACK - TO MATCH CITY STANDARDS 1
PAVING
SYMBOL DESCRIPTION QTY MATERIAL
PAVERS TO MATCH CITY STANDARDS 584 SF CONCRETE UNIT PAVER
CONCRETE SIDEWALK 5,410 SF CONCRETE
TRUNCATED DOME PAVERS 126 SF
ROCK
SYMBOL DESCRIPTION QTY
RIO GRANDE COBBLE - SMALL 53.43 CY
F-01
P-03
P-04
W-101
HARDSCAPE SCHEDULE
LIMESTONE BOULDERS 24
ROOTSPACE STRUCTURAL MODULES,
BENEATH CONCRETE UNIT PAVERS APPROX. 2,500 SF, SEE DETAIL 3,4/EX-K5
& 4" REINFORCED CONCRETE
SUB-PAVING
SYMBOL DESCRIPTION
3' X 2', 2' X 2', & 2' X 1'
SEE DENTON SIDEWALK DETAILS 24
VAN
SCREEN FENCE; TYP. SEE
DETAIL 1,2,3,4/EX-K4
CONCRETE WHEEL STOP; TYP.
SEE DETAIL 6/EX-K2
CONCRETE
WHEEL STOP;
SEE DETAIL
9/EX-K2
LIMESTONE BOULDER; TYP.
SEE DETAIL 5/EX-K5
EXISTING CONCRETE UNIT
PAVERS TO REMAIN
SCREEN FENCE;
TYP. SEE DETAIL
1,2,3,4/EX-K4
PEDESTRIAN LIGHT POLE;
REF. ELECTRICAL PLANS, TYP.
CONCRETE MOW CURB,
SEE DETAIL 4/EX-K5
CONTROL JOINT, TYP.
EXISTING 6' STONE WALL
TO BE PRESERVED
THROUGH OUT
CONSTRUCTION
CONCRETE WHEEL STOP IN
COBBLE; SEE DETAIL 6/EX-K2
DUMPSTER ENCLOSURE
WALL; SEE DETAIL
1,2,3/EX-K3
DUMPSTER ENCLOSURE
WALL & GATE; SEE DETAIL
1,2,3/EX-K3 & 5,6,7/EX-K4
8 YARD DUMPSTER
(6'X7', TYP.)
DUMPSTER AREA BOLLARD;
TYP. SEE DETAIL 7/EX-K5
ENCLOSURE SIDE
GATE ENTRANCE;
SEE DETAIL
6,7/EX-K3
RAMP TYPE 1A WITH
TRUNCATED DOME PAVERS;
SEE DENTON STANDARD
DETAILS - SIDEWALK DETAILS
TIE INTO EXISTING
ADA RAMP
SCREEN FENCE; TYP. SEE
DETAIL 1,2,3,4/EX-K4
PEDESTRIAN LIGHT POLE;
SEE DISTRICT STANDARDS
PARKING LIGHT POLE, REF.
ELECTRICAL PLANS, TYP.
PARKING LIGHT POLE, REF
ELECTRICAL PLANS, TYP.
PARKING LIGHT POLE,
REF. ELECTRICAL
PLANS, TYP.
PARKING LOT
MONUMENT SIGN; SEE
DETAIL 2/EX-K5
PARKING LOT
MONUMENT SIGN;
SEE DETAIL 2/EX-K6
DOWNTOWN
SQUARE KIOSK;
SEE DETAIL 1/EX-K6
CONCRETE PAVERS TO MATCH EXISTING
STREETSCAPE; SEE DETAIL 2,3/EX-K5
CONCRETE
SIDEWALK; SEE
DETAIL 1/EX-K5
BICYCLE RACK; SEE
DETAIL 5/EX-K6
RIO GRANDE COBBLE
SMALL; TYP. SEE
DETAIL 5/EX-M2
CONTROL JOINT
EXPANSION JOINT
CONCRETE PAVERS TO MATCH
EXISTING STREETSCAPE; SEE
DETAIL 2,3/EX-K5
CONCRETE SIDEWALK;
SEE DETAIL 1/EX-K5
CONTROL JOINT
EXPANSION JOINT, TYP.
PEDESTRIAN LIGHT POLE; MATCH EXISTING POLES
ON CEDAR STREET. REF. ELECTRICAL PLANS, TYP.
CONCRETE PAVERS
TO MATCH EXISTING
STREETSCAPE; SEE
DETAIL 2/EX-K5
CONCRETE
SIDEWALK; SEE
DETAIL 1/EX-K5
CONCRETE SIDEWALK;
SEE DETAIL 1/EX-K5
RIO GRANDE COBBLE
SMALL; TYP.SEE
DETAIL 5/EX-M2
RIO GRANDE COBBLE
SMALL; TYP. SEE DETAIL
5/EX-M2
CRUSHED COBBLE; TYP.
SEE DETAIL 5/EX-M2
RIO GRANDE COBBLE
SMALL; TYP. SEE DETAIL
5/EX-M2
TREE GRATE; TO MATCH
EXISTING STREETSCAPE,
SEE DETAIL 4/EX-K5
TREE GRATE; TO MATCH
EXISTING STREETSCAPE,
SEE DETAIL 4/EX-K5
TREE GRATE; TO MATCH
EXISTING STREETSCAPE, SEE
DETAIL 4/EX-K5
BENCH; SEE DETAIL
4/EX-K6
12" CONCRETE
MOW CURB; SEE
DETAIL 6/EX-K5
CONCRETE SIDEWALK;
SEE DETAIL 8/EX-K4
LIMESTONE BOULDER; TYP.
SEE DETAIL 5/EX-K5
RIO GRANDE
COBBLE SMALL; TYP.
SEE DETAIL 5/EX-M2
RELOCATED NO
PARKING SIGN
RELOCATED STOP
SIGN
RELOCATED NO
PARKING SIGN
TREE WELL
TREE WELL
EDUCATIONAL
KIOSK, BY OWNER
RIO GRANDE COBBLE SMALL;
TYP. SEE DETAIL 5/EX-M2
CONTROL JOINT
EXPANSION JOINT
TRASH RECEPTACLE;
SEE DETAIL 3/EX-K6
TRASH RECEPTACLE;
SEE DETAIL 3/EX-K6
BENCH; SEE
DETAIL 4/EX-K6
RAMP TYPE 1B WITH
TRUNCATED DOME PAVERS;
SEE DENTON STANDARD
DETAILS - SIDEWALK DETAILS
CONTROL JOINT, TYP.
CONCRETE SIDEWALK;
SEE DETAIL 1,2/EX-K5
PARKING LIGHT POLE, REF
ELECTRICAL PLANS, TYP.
CONCRETE SIDEWALK;
SEE DETAIL 1/EX-K5
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
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EX-G3
EXHIBIT G3-HARDSCAPE PLAN
NO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYOLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS215 E MCKINNEY STDENTON CENTRAL BUSINESS DISTRICTOLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS217 W MCKINNEY STEX-H1EXHIBIT H1-EX. DRAINAGE AREA MAPDENTON CENTRAL BUSINESS DISTRICT
VANNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYOLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS215 E MCKINNEY STDENTON CENTRAL BUSINESS DISTRICTGRADING & DRAINAGE GENERAL NOTESOLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS217 W MCKINNEY STEX-H2EXHIBIT H2-PROPOSED GRADING PLANDENTON CENTRAL BUSINESS DISTRICTDETAILED GRADING1DATENO.REVISION
87 spacesNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYOLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS215 E MCKINNEY STDENTON CENTRAL BUSINESS DISTRICTOLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS217 W MCKINNEY STEX-H3EXHIBIT H3-PROP. DRAINAGE AREA MAPDENTON CENTRAL BUSINESS DISTRICT
VANNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYOLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS215 E MCKINNEY STDENTON CENTRAL BUSINESS DISTRICTGRADING & DRAINAGE GENERAL NOTESOLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS217 W MCKINNEY STEX-J1EXHIBIT J1-UTILITY PLANDENTON CENTRAL BUSINESS DISTRICT(PRIVATE) FRENCH DRAIN DETAIL4
VANNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYOLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS215 E MCKINNEY STDENTON CENTRAL BUSINESS DISTRICTOLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS217 W MCKINNEY STEX-J2EXHIBIT J2-UTILITY PLANDENTON CENTRAL BUSINESS DISTRICT
NO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYOLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOT
OLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS215 E MCKINNEY STDENTON CENTRAL BUSINESS DISTRICTOLD CENTRAL PARKING LOTCITY OF DENTON, DENTON COUNTY, TEXAS217 W MCKINNEY STEX-J3EXHIBIT J3-CATCH BASIN DETAILSDENTON CENTRAL BUSINESS DISTRICT
VAN
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
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PARKING AND DRIVE AREAS,
5" REINFORCED CONCRETE PAVEMENT
(CLASS "C", 3600 PSI)
DUMPSTER AREA,
7" REINFORCED CONCRETE PAVEMENT
(CLASS "C", 3600 PSI)
EX-K1
EXHIBIT K1-PAVING PLAN
BOLIVAR STREET DRIVE APPROACH,
8" REINFORCED CONCRETE PAVEMENT
(CLASS "C", 3600 PSI)
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
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EX-K2
EXHIBIT K2-PAVING DETAILS
15'-9"
31'-8"
7'-9"7'-9"
2"
3"
15'-9"
7'-9"7'-9"3"2"2"
HEAVY DUTY SECURE
STEEL GATE CLOSURE
PER SOLID WASTE
CRITERIA MANUAL
2"X4" STEEL TUBE
GALVANIZED
CORRUGATED STEEL
PANEL
8" SQUARE STEEL
TUBE SUPPORT
POST
MASONRY COLUMN WITH
6" CAST STONE CAP
7"1'-1"5'-6"6'-1"CONCRETE
FOOTING; SEE
DETAIL 2/EX-K3
ANGLE IRON TO SUPPORT
CORRUGATED PANEL
CORRUGATED METAL
PANEL ATTACHED TO
ANGLE IRON
ANGLE IRON
PANEL SUPPORTS
3"X4" STEEL TUBE
FAME
3"X4" STEEL TUBE
FAME
8" SQ. STEEL TUBE
POST
POST CAP
GATE SECTION
4"
2'-0"2'-0"8"GATE SWINGS OPEN
TOWARDS THE INTERIOR OF
DUMPSTER ENCLOSURE
1 DUMPSTER ENCLOSURE - COLLECTION GATE/SCREEN
1/2" = 1'-0"
6" CAST STONE CAP
6" CAST STONE CAP
NOTE: THE CONFIGURATION OF GATES AND
GATE OPERATORS AND DUMPSTER
ENCLOSURE SHALL FULLY COMPLY WITH
SOLID WASTE CRITERIA MANUAL, UL 325,
AND ASTM F2200-02. CONTRACTOR TO
SUBMIT SHOP DRAWINGS FOR ALL FENCING
FOR REVIEW AND APPROVAL BY OWNER'S
REPRESENTATIVE.
CAST STONE CAP COLOR TO MATCH
WAYFINDING AND SIGNAGE SYSTEM
3"X4" STEEL TUBE
FRAME
CAST STONE
CAP; 6" THICK
2'-0"
1'-10"
4'-6 1/16"
BRICK MASONRY VENEER W/
SWEPT MORTAR JOINTS-
ACME BRICK: DENTON ANTIQUE-
DTP192,JDE779447
CAST STONE
VENEER; 4" THICK
1'-0"6'-6"4'-9"4'-8"COLUMN SECTION
2 DUMPSTER ENCLOSURE - COLUMN AND GATE/SCREEN POST FOOTING
1/2" = 1'-0"
DUMPSTER
ENCLOSURE GATE;
SEE DETAIL 1/EX-K34"2"
6"
#3 TIES @ 10"
O.C. MAX
3-#6 BARS @ 12"
O.C. MAX
#3 TIES @ 10"
O.C. MAX
3-#6 BARS @ 12"
O.C. MAX
GALVANIZED
MASONRY TIES
BRICK PATTERN:
RUNNING BOND
#5 BAR @ 24" CTRS
12" THICK
ENCLOSURE WALL;
SEE DETAIL 3/EX.K4
8" SQUARE STEEL
TUBE SUPPORT POST
4'-2"#5 BAR @
24" CTRS
GALVANIZED
MASONRY
TIES
1'-8"1'-0"1'-0"(5)#5 VERT BAR
EVENLY SPACED
NOTE:
1.COMPACTED SUBGRADE - COMPACT TO 95% STANDARD PROCTOR DENSITY AT 0 TO +/- 2%
OPTIMUM MOISTURE CONTENT AS PER ASTM D 698 (TYP.)
2.EXPANSION JOINTS & CONTROL JOINTS SHALL BE LOCATED ACCORDING TO THE FOLLOWING.
EJ: CHANGES IN DIRECTION, MAX 75' O.C., AGAINST CURBS, BUILDINGS, AND MANHOLES.
CJ: SPACED EVENLY TO PRODUCE SQUARE MODULES UP TO 8' O.C. MAX
COMPACTED
SUBGRADE
COMPACTED
SUBGRADE
COMPACTED
SUBGRADE
WICKER WEEPS, 1 PER SIDEWICKER WEEPS,
1 PER SIDE
3 MASONRY COLUMN & GATE/SCREEN POST
1-1/2" = 1'-0"
5"
BRICK MASONRY- ACME BRICK:
DENTON ANTIQUE-
DTP192,JDE779447
2"
8" SQUARE STEEL
TUBE SUPPORT POST
4"X3" STEEL
TUBE FRAME
GATE HINGE
1" AIR GAPGALVANIZED STEEL
MASONRY TIE
#4 REBAR TO TIE TO
CONCRETE FOOTING
6"X8"X8" CONCRETE
MASONRY UNIT
5"OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
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EX-K3
EXHIBIT K3-HARDSCAPE DETAILS
1'-0"6'-0"1'-3" CAST STONE
CAP; 6" THICK
BRICK MASONRY VENEER W/
SWEPT MORTAR JOINTS-
ACME BRICK: DENTON ANTIQUE-
DTP192,JDE779447
CAST STONE
VENEER; 4" THICK
#3 TIES @ 10"
O.C. MAX
3-#6 BARS @
12" O.C. MAX
STREET R.O.W.ENCLOSURE
INTERIOR
5 DUMPSTER ENCLOSURE WALL SECTION
1/2" = 1'-0"
GALVANIZED
MASONRY TIES
#5 BAR @ 24" CTRS
RIO GRANDE
COBBLE-SMALL
8" CUM WALL W/
GROUTED CORE
3"2'-6"
COMPACTED
SUBGRADE
24'-0" TYP.
2"3'-6"6"1.5" SQUARE WROUGHT IRON
BOTTOM RAIL
2" SQUARE WROUGHT IRON POST,
SPACED 8' O.C. WITH POWDER COAT
BLACK FINISH
1'-10"1'-10"
8'-0"
SEE PLANS SEE PLANS
CONCRETE FOOTING; SEE
DETAIL 2/EX-K4
CONCRETE PIER; SEE
DETAIL 3/EX-K44"8"6"3'-0"BRICK MASONRY VENEER W/ SWEPT
MORTAR JOINTS-
ACME BRICK: DENTON ANTIQUE-
DTP192,JDE779447
6" CAST STONE BASE
TO MATCH WAYFINDING
AND SIGNAGE SYSTEM
4" CAST STONE CAP
FENCE/SCREEN PLAN
1 PARKING LOT FENCE/SCREEN
1/2" = 1'-0"
2"
8'-0"8'-0"
FENCE/SCREEN ELEV.
4" CAST STONE CAP
TO MATCH WAYFINDING
AND SIGNAGE SYSTEM
1.5" SQUARE WROUGHT IRON
TOP RAIL
1.5" SQUARE WROUGHT IRON
TOP RAIL
2" SQUARE WROUGHT IRON
POST CAP
2 WROUGHT IRON FENCE POST FOOTING
3/4" = 1'-0"
1'-1"2'-2"6"PARKING LOT
PAVEMENT
3,000 PSI CONCRETE
FOOTING
PEDESTRIAN
SIDEWALK
SHEET FLOW
4"1'-1"3'-0"SET 12" SONOTUBE IN
GRANULAR FILL, POUR
FOOTING
RIO GRANDE COBBLE2'-4"12"
CORE 5" WIDE X 12" DEEP
HOLE TO SET POSTS IN
NON SHRINK GROUT6"4 FENCE MASONRY COLUMN
1-1/2" = 1'-0"
BRICK MASONRY VENEER W/
SWEPT MORTAR JOINTS-
ACME BRICK: DENTON ANTIQUE-
DTP192,JDE779447
1." SQUARE
WROUGHT
IRON RAIL
2" AIR GAP
GALVANIZED STEEL
MASONRY TIE
#4 REBAR TO TIE TO
CONCRETE FOOTING
8"X8"X8" CONCRETE
MASONRY UNIT
RAIL
ATTACHMENT
1
2" WROUGHT IRON
PICKCET
3 FENCE MASONRY COLUMN SECTION
3/4" = 1'-0"
GALVANIZED MASONRY
TIES
PARKING LOT
PAVEMENT
PEDESTRIAN
SIDEWALK
8"X8"X8"
CONCRETE
MASONRY
UNIT
BRICK MASONRY VENEER W/ SWEPT MORTAR JOINTS-
ACME BRICK: DENTON ANTIQUE-
DTP192,JDE779447
3'-6"4"
4" CAST STONE CAP
6" CAST STONE VENEER
EXPANSION JOINT
8"2'-6"
(2) #5 L BARS 12"X24"
2" AIR GAP
NOTE:
1.COMPACTED SUBGRADE -
COMPACT TO 95% STANDARD
PROCTOR DENSITY AT 0 TO +/-
2% OPTIMUM MOISTURE
CONTENT AS PER ASTM D 698
(TYP.)
2.EXPANSION JOINTS & CONTROL
JOINTS SHALL BE LOCATED
ACCORDING TO THE FOLLOWING.
EJ: CHANGES IN DIRECTION,
MAX 75' O.C., AGAINST CURBS,
BUILDINGS, AND MANHOLES.
CJ: SPACED EVENLY TO
PRODUCE SQUARE MODULES UP
TO 8' O.C. MAX
COMPACTED
SUBGRADE
WICKER WEEPS, 1 PER SIDE
20"(2) #5 L BARS 12"X36"
12" X 22" TALL
SONOTUBE
FORMED CONCRETE CAP
1'-0"6 DUMPSTER ENCLOSURE - SIDE GATE
1/2" = 1'-0"
2"X4" STEEL TUBE
FRAME
2"2"
5"
#3 TIES @ 10" O.C. MAX
3-#6 BARS @ 12"
O.C. MAX
BRICK PATTERN:
RUNNING BOND
12" THICK
ENCLOSURE WALL;
SEE DETAIL 3/EX-K3
5"1'-0"CORRUGATED
METAL PANEL
4" SQUARE STEEL
TUBE SUPPORT
POST
4" SQUARE
STEEL TUBE
LATCH POST
6"6"12"2"2"
6" CAST STONE CAP
12" CAST STONE
BASE; 4" THICK
COLOR TO MATCH
WAYFINDING AND
SIGNAGE SYSTEM4'-6"5'-6"CORRUGATED
METAL PANEL
6" CAST STONE CAP
4" SQUARE
STEEL TUBE
LATCH POST
2"X4" STEEL TUBE
FRAME
STEEL BRACKET TO
ATTACH PANEL TO
FRAME
BRICK PATTERN:
RUNNING BOND
4'-0"2'-8"8"
NOTE:
1.COMPACTED SUBGRADE - COMPACT TO 95% STANDARD PROCTOR
DENSITY AT 0 TO +/- 2% OPTIMUM MOISTURE CONTENT AS PER
ASTM D 698 (TYP.)
2.EXPANSION JOINTS & CONTROL JOINTS SHALL BE LOCATED
ACCORDING TO THE FOLLOWING.
EJ: CHANGES IN DIRECTION, MAX 75' O.C., AGAINST CURBS,
BUILDINGS, AND MANHOLES.
CJ: SPACED EVENLY TO PRODUCE SQUARE MODULES UP TO 8'
O.C. MAX
COMPACTED
SUBGRADE
#5 BAR @
24" CTRS
HEAVY DUTY
SECURE STEEL GATE
CLOSURE PER
SOLID WASTE
CRITERIA MANUAL
7 MASONRY WALL COLUMN & SIDE GATE POST
1-1/2" = 1'-0"
3"
BRICK MASONRY VENEER W/
SWEPT MORTAR JOINTS-
ACME BRICK: DENTON ANTIQUE-
DTP192,JDE779447;
BRICK VENEER TO FACE
TOWARDS R.O.W.
2"
4" SQUARE STEEL
TUBE SUPPORT POST
4"X3" STEEL
TUBE FRAME
GATE HINGE; GATE
SHALL ROTATE IN
TOWARDS
ENCLOSURE
INTERIOR
1" AIR GAP
GALVANIZED STEEL
MASONRY TIE
#4 REBAR TO TIE TO
CONCRETE FOOTING
6"X8"X8" CONCRETE
MASONRY UNIT
BACKER ROD & JOINT SEALANT
1"SWEPT MORTAR JOINT
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
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EX-K4
EXHIBIT K4-HARDSCAPE DETAILS
4 TREE WELL WITH TREE GRATE
3/4" = 1'-0"
FLUSH CONCRETE
CURB; 12" DEPTH
4" CONCRETE
SLAB; SEE
DETAIL 8/EX-K4
TREE GRATE TO MATCH
CITY STANDARDS
1/2" PREMOLDED EXPANSION
JOINT MATERIAL W/ 1/2" JOINT
SEALANT. #3 SMOOTH BAR, 18"
O.C. W/PVC SLEEVE PIPE
6"ADJACENT STREET
CURB AND GUTTER
UNDERGROUND STAKE;
SEE PLANTING DETAIL
1/EX-M2
SHEET FLOW
5'-0"
1 3
4"X 1 3
4"X 1
4" STEEL
ANGLE FRAME
3/8" NELSON STUD
6"
TREE ROOTBALL
1/2" PREMOLDED EXPANSION
JOINT MATERIAL W/ 1/2"
JOINT SEALANT. #3 SMOOTH
BAR, 18" O.C. W/PVC
SLEEVE PIPE
ROOTSPACE STRUCTURAL
SUPPORT MODULES; REF.
DETAIL 3/EX-K5
1'-6"2'-0"7 TRASH COLLECTION AREA BOLLARD
3/4" = 1'-0"
CONCRETE CAP
6" STD. GALV. STEEL PIPE
FILLED W/ CONCRETE (APPLY
TWO COATS YELLOW PAINT)
MIN 0.188" WALL THICK
PAVING REF. CIVIL3'-0"SLOPE CONCRETE BASE
COMPACTED BASE
CONCRETE FOOTING2"CONCRETE PAVERS - PEDESTRIAN
3/4" = 1'-0"2
4" CONC. SUB BASE
COMPACTED SUBGRADE
1" SAND SETTING BED
PAVERS, REF. PLANS AND SCHEDULE FOR
PAVER TYPE
BUTT JOINTED, SWEPT W/ POLYMETRIC SAND
CONCRETE PAVING REF. PLANS FOR TYPE.
PAVERS @ CONCRETE PAVING
CURB & GUTTER, REF.
CITY STANDARD DETAILS
NOTE:
1.COMPACTED SUBGRADE - COMPACT TO 95% STANDARD PROCTOR DENSITY AT 0 TO +/- 2%
OPTIMUM MOISTURE CONTENT AS PER ASTM D 698 (TYP.)
2.EXPANSION JOINTS & CONTROL JOINTS SHALL BE LOCATED ACCORDING TO THE FOLLOWING.
EJ: CHANGES IN DIRECTION, MAX 75' O.C., AGAINST CURBS, BUILDINGS, AND MANHOLES.
CJ: SPACED EVENLY TO PRODUCE SQUARE MODULES UP TO 8' O.C. MAX
ROOTSPACE STRUCTURE, ONE
MODULE DEEP - FIVE MODULES
ACROSS. LOADED WITH
SCREENED SANDY LOAM SOIL
MIX, ORGANIC 4-8% BY
VOLUME. REF. PLAN FOR AREAS
OF INSTALLATION
CONCRETE PAVERS, REF.
DETAIL 2/EX-K5
4" CONCRETE PAVING,
REF. DETAIL 1/EX-K5
ARBORVENT - INLET AERATION
COMPACTED SUBGRADE
GRAVEL DRAINAGE LAYER
CURB & GUTTER, REF.
CITY STANDARD DETAILS
4" CONC. SUB BASEFILTERGRID HEAVY GRADE
NON-WOVEN FILTER
FABRIC WITH REINFORCING
GRID TO TOP SURFACE OF
ROOTSPACE MATRIX, AND
FOLDED TO LINE OUTER
EDGE OF MATRIX TO
DEPTH OF 12" INCHES.
CONCRETE PAVING & PAVERS ON STRUCTURAL SUPPORT MODULES
3/4" = 1'-0"3
NOTE:
"ROOTSPACE" STRUCTURAL SUPPORT MODULES OR
APPROVED EQUAL TO BE INSTALLED PER
MANUFACTURERS SPECIFICATIONS
CONTACT:
GREENBLUE URBAN
JEREMY BAILEY
T. 1866 282 2743
E. JEREMY.BAILEY@GREENBLUE.COM
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
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EX-K5
EXHIBIT K5-HARDSCAPE DETAILS
CONTROL
JOINT
EXPANSION
JOINT
NOTE:
1.COMPACTED SUBGRADE - COMPACT TO 95% STANDARD PROCTOR DENSITY AT 0 TO +/- 2%
OPTIMUM MOISTURE CONTENT AS PER ASTM D 698 (TYP.)
2.EXPANSION JOINTS & CONTROL JOINTS SHALL BE LOCATED ACCORDING TO THE FOLLOWING.
EJ: CHANGES IN DIRECTION, MAX 75' O.C., AGAINST CURBS, BUILDINGS, AND MANHOLES.
CJ: SPACED EVENLY TO PRODUCE SQUARE MODULES UP TO 8' O.C. MAX
* CONTRACTOR SHALL BE REQUIRED TO USE
CHAIRS TO ENSURE CONSISTENT DEPTH OF
BARS IN THE SLAB
CONCRETE MIXTURE:
A.COMPRESSIVE STRENGTH 28 DAYS, 4,000 PSI.
B.MAXIMUM WATER-CEMENTITOUS MATERIALS RATIO AT POINT OF PLACEMENT 0.45.
C.SLUMP LIMIT: 5 INCHES PLUS OR MINUS 1 INCH
D.AIR CONTENT: 5-1/2 PERCENT PLUS OR MINUS 1.5 PERCENT
E.MEASURE, BATCH, AND MIX CONCRETE MATERIALS AND CONCRETE ACCORDING TO ASTM
C 94/C 94M.
F.NATURAL GREY, HEAVY MEDIUM FINISH, PROVIDE SAMPLES PER SPEC
CONCRETE PAVING SECTION
3/4" = 1'-0"
PVC SLEEVE CAP
#3 REBAR @ 18" O.C.E.W.
4" CONC. PAVING (4,000 PSI)
COMPACTED SUBGRADE
1/2" PRE-MOLDED ASPHALTIC EXPANSION
JOINT MATERIAL WITH
1/2" JOINT SEALANT WITH #3
SMOOTH BAR @ 18" O.C.
1/4" X 1" SAW-CUT JOINT
1
CONCRETE MOW CURB
1" = 1'-0"
NOTE:
CONTROL JOINTS @ 10' O.C.
SEALED EXPANSION JOINTS @ 30' O.C.
CONCRETE MOW CURB
#4 REBAR, CONT.
FINISH GRADE
WIDTH PER PLANS
1/2" RADIUS, TYP.
6BOULDER-SECTION
1/2" = 1'-0"
LIMESTONE BOULDER
FINISH GRADE BEYOND
6" COMPACTED SUBGRADE
SET BOULDER +/- 2" INTO
GROUND AT LOWEST ADJACENT
POINT OF FINISH GRADE
5
8. CONTRACTOR'S NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info
REFERENCE NUMBER 017-258.
www.dumor.com
DU MOR, INC.
15 INDUSTRIAL CIRCLE, P.O. BOX 142
MIFFLINTOWN, PA 17059-0142
TOLL FREE: 1-800-598-4018
PHONE: (717) 436-2106
FAX: (717) 436-9839
7. RECEPTACLE FULLY ASSEMBLED AT FACTORY.
6. LATCH PROVIDED W/ KEY, USE OF KEY OPTIONAL.
5. SIDE OF RECEPTACLE HINGES OPEN FOR REMOVAL OF LINER.
SIDE VIEW
PLAN VIEW
ISOMETRIC VIEW
OPENING
3/8" THK. STL.
COVER PLATE
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
3. ALL STL. MEMBERS COATED W/ ZINC RICH EPOXY THEN FINISHED W/ BLACK POLYESTER COATING.
4. 1/2" X 3-3/4" EXPANSION ANCHOR BOLTS PROVIDED.4 3/4"36"2"
LATCHING
DEVICE
1/4" X 2"
STL. BAR 2" X 2" X 1/4" STL. ANGLE
ANCHORING PADS ( 3 PLACES )
3/8" THK.
STL. PLATE
1/2" X 1"
STL. PICKETS
4 1/4" O.D. X 3/4" THK.
CASTING
3/8" THK.
STL. PLATE
3/8" THK.
STL. PLATE
32 GAL.
PLASTIC
LINER
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
www.dumor.com
DU MOR, INC.
15 INDUSTRIAL CIRCLE, P.O. BOX 142
MIFFLINTOWN, PA 17059-0142
TOLL FREE: 1-800-598-4018
PHONE: (717) 436-2106
FAX: (717) 436-9839
6. CONTRACTOR'S NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info
REFERENCE NUMBER 017-302.
4. 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED.
5. CUSTOM LETTERING AVAILABLE FOR RECESSED SIDE PANEL (37 TOTAL SPACES).
CUSTOM LETTERING (37 SPACES) ________________________________
6' LENGTH
SELECT DESIRED LENGTH
8' LENGTH
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
3. ALL STL. MEMBERS COATED W/ ZINC RICH EPOXY THEN FINISHED W/ POLYESTER POWDER COATING.
95.15 ( 58-60 )
97" ( 58-80 )
71 3/4" ( 58-60 )
95 3/4" ( 58-80 )
1 1/8"
( TYP. )
1/4" X 1 1/2"
STL. BAR
3/4" SCH. 40 STL.
PIPE (1.050 O.D.)
2 3/8" O.D.
STL. PIPE
ISOMETRIC VIEW
FRONT VIEW 14 5/8"1/2" X 2 1/2"
S.STL. FLAT
HD. CAP SCR.
DuMor INC.
CAST LEG
+2/(6
27 9/16"
17"17" 1/16"SIDE VIEW
NOT TO SCALE
NOT TO SCALENOT TO SCALE
112 1/2" LG.
87 1/2" LG.
62 1/2" LG.
37 1/2" LG.
DIM 'A'PEAKS
5
4
3
2
MODEL NO.
125-50
125-40
125-30
125-20
ANCHOR CIRCLE
2 1/2" SCH 40 STL.
PIPE (2 7/8" O.D.)
10 GA. COVER PLATE FOR
SURFACE MOUNT OPTION ONLY
5/8" X 1 1/2" S.STL. FLT
SKT HD CAP SCR
3/8" X 6" DIA. STL. PLATE
S-2 SURFACE MOUNT2"35 1/4"24"36"
DIM "A"R 6 1/4"S-1 EMBEDMENT
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
HOT DIPPED GALVANIZED
SELECT DESIRED FINISH OPTION
COATED W/ ZINC RICH EPOXY THEN FINISHED W/ POLYESTER POWDER COATING
3. 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED FOR OPTION S-2.
ISOMETRIC VIEW
www.dumor.com
DU MOR, INC.
15 INDUSTRIAL CIRCLE, P.O. BOX 142
MIFFLINTOWN, PA 17059-0142
TOLL FREE: 1-800-598-4018
PHONE: (717) 436-2106
FAX: (717) 436-9839
REFERENCE NUMBER 017-411.
4. CONTRACTOR'S NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info
NOT TO SCALE NOT TO SCALE
NOT TO SCALE OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
E
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SON23 2 0
NOTE:CONTRACTOR TO REFERENCE CITY OF DENTON
WAYFINDING AND SIGNAGE SYSTEM AND SUBMIT SHOP
DRAWINGS FOR ALL SIGNS, MONUMENTS, AND KIOSKS.
SHOP DRAWINGS TO INCLUDE PHOTO READY ART AND
STRUCTURAL ENGINEERING AS NECESSARY.
SITE FURNITURE TO BE APPROVED BY OWNER.
1 DOWNTOWN KIOSK
NOT TO SCALE 2 PARKING LOT MONUMENT SIGN
NOT TO SCALE
3 148-32 FTO INDOOR/OUTDOOR RECEPTACLE
NOT TO SCALE 4 58 SERIES STEEL BENCH
NOT TO SCALE 5 125 SERIES BIKE RACKS
NOT TO SCALE
EX-K6
EXHIIBIT K6-WAYFINDING DETAILS
87 spaces
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
E
L
SON23 2 0
TRAFFIC CONTROL GENERAL NOTES
1. TRAFFIC CONTROL SIGNS AND DEVICES SHALL COMPLY WITH THE TEXAS DEPARTMENT OF
TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
2.TEMPORARY WARNING SIGNS, CHANNELIZING DEVICES AND BARRICADES SHALL COMPLY
WITH TEXAS DEPARTMENT OF TRANSPORTATION STANDARD PLAN SHEETS BC(1)-07 THRU
BC(12)-07.
3.SIGN SPACING DISTANCES SHOWN ON PLANS ARE THE MINIMUM REQUIREMENT.
CONTRACTOR TO EVALUATE SIGHT DISTANCE CONDITIONS ON THE GROUND AT TIME OF
INSTALLATION AND INCREASE SIGN SPACING AS REQUIRED.
4.THE PROPOSED TRAFFIC CONTROL PLAN IS BASED UPON THE TMUTCD TRAFFIC CONTROL
PLAN GUIDELINES TA-11 AND . SIGN SPACING IS BASED ON TABLE 6H-3, UTILIZING ROAD
CLASSIFICATION "LOW TRAFFIC VOLUMES."
5.ALL TRAFFIC CONTROL MEASURES ARE TO ALLOW FOR MINIMUM ONE LANE IN BOTH
DIRECTIONS AT ALL TIMES.
6.THE USE OF TRUCK MOUNTED ATTENUATOR AND FLAG MEN ARE OPTIONAL.
7.ALL TRAFFIC CONTROL DEVICES SHOWN ON THIS PLAN ARE TEMPORARY AND ARE TO BE
REMOVED BY THE CONTRACTOR DURING NON-WORKING HOURS.
8.AFTER COMPLETION OF SIDEWALKS AND CURBING, TRAFFIC CONTROL DEVICES SHOULD
BE REMOVED FOR THE REMAINDER OF THE PROJECT.
END
ROAD WORK
ROAD
WORK
AHEAD
UNEVEN
LANES
EX-L1
EXHIBIT L1-TRAFFIC CONTROL PLAN
EX-L2
EX-L3
EX-L4
EX-L5
EX-L6
EX-L7
EX-L8
VAN
3
QF
QF
3
3
QF
VC
3
31
EP2
VC
1
SG
3
HP
5
LCR
2
FE
3
3
MD
3
RD
3
FE
HP
2
LCR
3
FE
2
2
LCRMR
2
1
HP
1
AP1
YR
LC
2
LCR
2
HP
1 IN
2
1
MD
1
MD
1
AP
1
LC
RD
1HP
1
LC
1
AP
1
FE
2
AP
4
LCR
2
3
FE
3
LCR
2
AP
1
RD
YR
2
MR
7
LCR
3
LC
2
AP
2 FE
8
IN
2
FE
4
AP
3
1
RD1
HP
FE
9
LC
3
EP2
21
JM
12
29
JM
3
IN
EP2
11
6
FE
1
HP
1
YR
IN
3
4
AP
1
MR
1
YR
LC
1
2
AP
11
EP2
AP
1 MD
1
HP
3
HP
1
1
RDJM
17
1
HP
1
SG
EP2
22
MD
3 IN
1
1
AP
CP2
33
HP
2
1
HP
1
HP
RD
1
LS2
13
1
FE1
RD
1
DW
1
FE
1
AP
3
FE
1
DW
JM
10
EP2
7
1
RD
1
YR
JM
18
49
EP27
LS2
LS2
9
43
LS2
ROOT BARRIER, TYP.
ROOT BARRIER, TYP.
ROOT
BARRIER, TYP.
ROOT
BARRIER, TYP.
ROOT
BARRIER, TYP.
4
MR
EP2
31
23
JM
9
LS2
1
MR
3
FE
2
RD
JM
15HP
1
TREES CODE QTY BOTANICAL NAME
QF 9 QUERCUS VIRGINIANA `ESCARPMENT`
LIVE OAK `ESCAPRMENT`
VC 6 VITEX AGNUS-CASTUS `SHOAL CREEK`
CHASTE TREE
SHRUBS CODE QTY BOTANICAL NAME
IN 11 ILEX VOMITORIA `NANA`
DWARF YAUPON
LCR 17 LANTANA CAMARA `ROBPATRAI`
PATRIOT RAINBOW COMPACT LANTANA
LC 10 LEUCOPHYLLUM CANDIDUM `COMPACTA`
DWARF TEXAS SAGE
MD 9 MALVAVISCUS DRUMMONDII
TURK`S CAP
RD 13 ROSMARINUS OFFICINALIS ` BLUE SPRIES`
ROSEMARY
SG 4 SALVIA GREGGII
AUTUMN SAGE
ANNUALS/PERENNIALS CODE QTY BOTANICAL NAME
AP 23 ARTEMISIA X `POWIS CASTLE`
POWIS CASTLE ARTEMISIA
CACTI/SUCCULANTS CODE QTY BOTANICAL NAME
DW 2 DASYLIRION WHEELERI
GREY DESERT SPOON
HP 22 HESPERALOE PARVIFLORA
RED YUCCA
YR 6 YUCCA RECURVIFOLIA
SOFT LEAF YUCCA
ORNAMENTAL GRASSES CODE QTY BOTANICAL NAME
FE 47 FESTUCA GLAUCA `ELIJAH BLUE`
BLUE FESCUE
MR 15 MUHLENBERGIA CAPILLARIS `REGAL MIST` TM
PINK MUHLY
GROUND COVERS CODE QTY BOTANICAL NAME
CP2 68 CAREX X `PHOENIX GREEN`
ICE DANCE SEDGE
CV 45 COREOPSIS VERTICILLATA `MOONBEAM`
THREADLEAF COREOPSIS
EP2 148 ECHINACEA PURPUREA
PURPLE CONEFLOWER
JM 124 JUNIPERUS HORIZONTALIS `MOTHER LODE`
CREEPING JUNIPER
LS2 125 LAMPRANTHUS SPECTABILIS
TRAILING ICE PLANT
PLANT SCHEDULE
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
E
L
SON23 2 0
EX-M1
EXHIBIT M1-PLANTING PLAN
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
E
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SON23 2 0
MULT-TRUNK TREE PLANTING
3/4" = 1'-0"
EDGE OF ROOTBALL
MULCH WITHIN
CONTAINMENT
EDGE OF HOLE
NOTE: DO NOT CREATE
WATERING RING (SAUCER)
AROUND TREE PIT
LEAVE TRUNK FLARE
EXPOSED, SET ROOT
BALL 2" ABOVE
FINISHED GRADE
3" COBBLES, REF. SCHEDULE
BACKFILL WITH SOIL
FROM TREE PIT
EXCAVATION, TAMP
LIGHTLY & WATER IN
6" LIFTS, ADD
AMENDMENTS AS
SPECIFIED
TREE PIT MIN 2X
WIDTH OF ROOT BALL
SCARIFY EDGES
TAMPED MOUND
UNDISTURBED SOIL
2
TREE PLANTING AT COBBLE MULCH
1" = 1'-0"
COBBLES, REF. SCHEDULE
FILTER FABRIC, TURNED
UP AT EDGES
TREE PLANTING, REF.
THIS SHEET
4
SHRUB PLANTING IN COBBLE MULCH
1" = 1'-0"
PLANTING SOIL, REF.
THIS SHEET
FILTER FABRIC, TURNED
UP AT EDGES
COBBLES, REF. SCHEDULE
5
NOTE: DO NOT CREATE
WATERING RING (SAUCER)
AROUND TREE PIT
TWICE WIDTH OF ROOT BALL
CANOPY TREE W/ UNDERGROUND STAKES
3/4" = 1'-0"
NAIL STAKE
"U" BRACKET
EDGE OF ROOT BALL
ROOT BALL ANCHORING
RING
MULCH WITHIN
CONTAINMENT, SEE
SPECS
EDGE OF HOLE
LEAVE TRUNK FLARE
EXPOSED, PLANTING
ROOT BALL 1" ABOVE
FINISHED GRADE
3" COBBLES,
REF. SCHEDULE
"U" BRACKET
SCARIFY SIDES
OF TREE PIT
NATIVE BACKFILL FROM
TREE PIT EXCAVATION,
TAMP LIGHTLY
FOOT-TAMP FIRMLY TO
STABLIZE ROOT BALL
UNDISTRUBED SOIL
30"-36" NAIL STAKE
TO ACCOMMODATE ROOT BALL
AND PENETRATE
UNDISTURBED GROUND
1 P2-PK-03
PROTECTED TREE TO
REMAIN
ORANGE
CONSTRUCTION FENCE
METAL T-POST (DIRECT
BURIED 24" MIN)
LIMITS OF DRIP-LINE
TREE PROTECTION FENCING
3/4" = 1'-0"6
Notes:
1- Root barriers shall be rigid plastic that complies with City of Denton requirements and
installed per manufacturer's specifications and recommendations.
SECTION VIEW
2- Root barriers shall be installed when root ball is located within 5' of pavement.
3- Install in perimeter of parking area and islands
ROOT BARRIERS - TYP.
1" = 1'-0"3
SOIL
FINISHED GRADE 4" BELOW
ADJACENT PAVEMENT
18" DEEP LINEAR ROOT BARRIER
CURBLESS EDGE
TOP OF ROOT BARRIER
1" ABOVE FINISH GRADE
EX-M2
EXHIBIT M2-PLANTING DETAILS
3 INFILTRATION TRENCH
3/4" = 1'-0"
2'-6"2'-0"WASHED GRAVEL
SUB BASE (1.5-3.0
INCH)
9" SQUARE STEEL
FOOT PLATE
1
2" DIAMETER
REBAR ANCHOR
OBSERVATION WELL
WITH REMOVABLE
CAP
4" RIO GRANDE
COBBLE LAYER
6"PARKING LOT
PAVEMENT
FILTER FABRIC
WASHED
SAND
FILTER
PEDESTRIAN
SIDEWALK
SHEET FLOW
4" DIAM.
PVC PIPE 4"* 1 PER AREA @ LOWEST POINT (3 TOTAL)
SHEET FLOWSHEET FLOW
STORM SEWER CATCH
BASIN; REF. SHEET EX-J3
VARIES; SEE PLANS
4" RIO GRANDE
COBBLE LAYER
12" GRAVEL
DRAINAGE LAYER
6" PERFERATED PVC PIPE TO
CONNECT TO STORM LINE;
REF DETAIL ON SHEET EX-J
FILTER FABRIC
INFILTRATION MEDIA
2' DEPTH
1 PARKING ISLAND BIORETENTION CELL
3/4" = 1'-0"
4 TREE WELL & PLANTER BOX
3/4" = 1'-0"
4" CONCRETE
SLAB; SEE
DETAIL 8/EX-K4
TREE GRATE TO MATCH CITY
STANDARDS
6"ADJACENT STREET
CURB AND GUTTER
UNDERGROUND STAKE;
SEE PLANTING DETAIL
1/EX-M2
SHEET FLOW
6" PERFERATED PVC PIPE TO
CONNECT TO STORM SEWER
LINE
5'-0"
6"
FILTER FABRIC
GRAVEL DRAINAGE LAYER
TREE ROOTBALL
INFILTRATION MEDIA
3' DEPTH
ROOTSPACE STRUCTURAL
SUPPORT MODULES; REF.
DETAIL 3/EX-K5
ROOT BARRIER
SHEET FLOW
STORM SEWER CATCH
BASIN, REF. SHEET EX-J3
BIORETENTION CELL; REF PLAN FOR DISTANCE
4" RIO GRANDE
COBBLE LAYER
12" GRAVEL
DRAINAGE LAYER
6" PERFERATED PVC PIPE TO
CONNECT TO STORM LINE;
REF. DETAIL SHEET EX-J
FILTER FABRIC
INFILTRATION MEDIA
2' DEPTH
FILTER STRIP: APPROX. 6'-6"
2 BIORETENTION CELL WITH FILTER STRIP
3/4" = 1'-0"
BERM
DENSE
GROUNDCOVER;
SEE PLANTING PLAN
GRAVEL GUTTER
INFILTRATION MEDIA
9" DEPTH
EDGE OF PARKING
SURFACE
4"12"OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
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SON23 2 0
EX-M3
EXHIBIT M3-PLANTING DETAILS
VAN
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
PROPOSED 4"
CANOPY TREE, TYP.
PROPOSED 4"
CANOPY TREE, TYP.
PROPOSED 2"
ORNAMENTAL
TREE, TYP.
PROPOSED 2"
ORNAMENTAL
TREE, TYP.
PROTECTED TREES
TO REMAIN
EXISTING TREES TO REMAIN
TREE PROTECTION FENCE
TREE PROTECTION FENCE
TREE PROTECTION FENCE
1
2
3
4
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
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SON23 2 0
1.025 ACRES
(44,632 SF)
LOT 1, BLOCK 14R
ORIGINAL TOWN OF DENTON
EX-N1"=20'
VICINITY MAP
(NOT TO SCALE)
COUNTY
MAPSCO
DENTON
F247X
MC KINNEYOAKLANDBOLIVARPARKWAY
WALNUTCEDAR AUSTINHICKORY
OAK
PECAN
INDUSTRIALCARROLSTROUD
SYCAMORE
MULBERRY
HICKORY
GREGG DENTONMOUNTSALICECONGRESS
377
77
MC KINNEY
BM#99
METAL PIPE POST
(DIRECT BURIED
24" MIN.)
CHAIN LINK
PROTECTION
ZONE FENCE
PROTECTED TREE
TO REMAIN
72" MIN.5
6
7
8
I NICK NELSON, BEING A QUALIFIED PROFESSIONAL AS DEFINED IN THE DENTON
DEVELOPMENT CODE, ATTEST THAT THE IDENTIFICATION AND DBH OF TREES IDENTIFIED
ON THE SURVEY AND THAT ALL TREES 6" AND GRATER DBH HAVE BEEN SHOWN.
SIGNATURE ___________________________________________________DATE_____________05/10/17
GT
PBE
EV
LS
OHL
FP
SIGN
CO
WM
WV
FH
OVERHEAD UTILITY LINE
APPROXIMATE RIGHT-OF-WAY LINE
FENCE
FLOOD LIGHT
TRAFFIC SIGN
FLAG POLE
CLEANOUT
WATER VALVE
WATER METER
LIGHT STANDARD
FIRE HYDRANT
B
PP POWER POLE
6"W WATER LINE
E UNDERGROUND ELECTRIC LINE
6"SS SANITARY SEWER LINE
EXIST CONTOUR
EXIST TOP OF CURB ELEV.
EXIST GUTTER ELEV.
EXIST SPOT ELEV.
G 611.92
TC 612.39
612.39
613
GREASE TRAP
SAN. SEWER MANHOLE
ELECTRIC VAULT
PULL BOX ELECTRIC
BOLLARD
FL
UNDERGROUND GAS LINE
STORM DRAIN LINE
G
GM
SS
STM
TEL
GAS METER
STORM SEWER MANHOLE
TELEPHONE MANHOLE
EXIST TOP OF STEP ELEV.
EXIST BOTTOM OF STEP ELEV.BS 611.92
TS 612.39
X
PAINT MARK RED
PAINT MARK YELLOW
RD
Y
EXIST TOP OF VALVE ELEV.
EXIST TOP OF NUT ELEV.TN 611.92
TV 612.39
EXIST TOP OF WALL ELEV.
EXIST BOTTOM OF WALL ELEV.BW 611.92
TW 612.39
AREA OF DISTURBANCE
TREE PROTECTION FENCE
EXISTING TREE TO BE REMOVED
PROTECTED TREE TO REMAIN
VAN
"1
1 7.37
4 5.55
3 11.0
21"
"1
2 3.50
C
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD 1804-SAM-PRS-1400 FLOOD
FLOOD BUBBLER 4.0" POPUP WITH CHECK VALVE AND
PRESSURE REGULATOR
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD XCZF-100-PRF
MEDIUM FLOW DRIP CONTROL KIT. 1" DV VALVE WITH 1"
PRESSURE REGULATING FILTER AT 40PSI, AND MDCF
FITTING. 3GPM-15GPM.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFCV-06-18 (18)
XFCV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 3.5 PSI CHECK VALVE. 0.6GPH EMITTERS
AT 18.0" O.C. DRIPLINE LATERALS SPACED AT 18.0"
APART, WITH EMITTERS OFFSET FOR TRIANGULAR
PATTERN. GREAT FOR ELEVATION CHANGE. SPECIFY XF
INSERT FITTINGS.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
TORO 220G-27-04
220G BRASS SERIES VALVE, 1" NPT
PRESSURE-REGULATED GLOBE BODY WITH 60 HZ
SOLENOID, 20,000 VOLT LIGHTNING RATING
NIBCO T-113
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL
HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT
VALVE LOCATION. SIZE TO MATCH MAIN LINE
ARAD HYDROMETER 1-1/2"
FEBCO 850 1-1/2"
DOUBLE CHECK BACKFLOW PREVENTION
MOTOROLA IRRI-NET ACE SERIES CONTROLLER
WITH MINI-CLIK RAIN/FREEZE SENSOR
WATER METER 1-1/2"
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL
TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON
THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE.
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PVC CLASS 200 IRRIGATION PIPE.
PIPE SLEEVE: PVC CLASS 200 SDR 21
200 PVC, 2 SIZES LARGER THAN PIPE WITHIN
C
#
#"OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
E
L
SON23 2 0
EX-Q1
EXHIBIT Q1-IRRIGATION PLAN
OLD CENTRAL PARKING LOTOLD CENTRAL PARKING LOT
217 W MCKINNEY ST
DENTON CENTRAL BUSINESS DISTRICT XT EFO
A
TS
TE ASNICHOLA S N
E
L
SON23 2 0
BUBBLER HEAD
1 1/2" = 1'-0"
2'-0" TYP.
FLEX PIPE ASSEMBLY
COMPACT SOIL
AROUND HEAD
MULCH LAYER
4" POP-UP W/
BUBBLER PER LEGEND
EACH SIDE
CLASS 200
PVC LATERAL LINES
9
*VALVE/BOX REQUIREMENTS, MAX. MANIFOLDING:
- ONE 1 12" VALVE PER STANDARD VALVE BOX
- TWO 1" VALVES PER STANDARD VALVE BOX
- TWO 1 12" VALVES PER JUMBO VALVE BOX
- THREE 1" VALVES PER JUMBO VALVE BOX
AUTOMATIC SYSTEM VALVE
1 1/2" = 1'-0"
WIRE IN CONDUIT UNDER
PAVING ONLY
MAIN LINE TOP OF PIPE
AT 18" DEPTH
3" DEPTH PEA GRAVEL
BRICK SUPPORT, EACH SIDE,
AS NEEDED TO REACH
CLEARANCE, TYP.
SCH. 80 PVC NIPPLES,
SAME AS VALVE SIZE, TYP.
SPEARS SCH. 80 PVC
BALL VALVE
VALVE SIZED PER PLAN
SET BOX 2" ABOVE
GRADE IN BED AREAS,
1" IN TURF AREAS, TYP.
VALVE BOX
WATERPROOF SPLICES
4
FROM METER TO VALVES
NOTE:
CONTRACTOR SHALL INSTALL Y STRAINER PER TCEQ REQUIREMENTS WITH DCA
DOUBLE CHECK ASSEMBLY
1" = 1'-0"
COPPER FEMALE ADAPTER
PVC MALE ADAPTER TO 1" PVC MAIN
6" PEA GRAVEL
(1) BRICK EACH SIDE
2" K COPPER PIPE & FITTINGS
2" UNION, EACH SIDE
1 1/2" FEBCO DCA
JUMBO VALVE BOX
WITH FLAT TOP LID
2
DRIP ZONE VALVE ASSEMBLY-AT GRADE
1 1/2" = 1'-0"
WIRE IN CONDUIT UNDER
PAVING ONLY
PVC MAIN
3" DEPTH PEA GRAVEL
BRICK SUPPORT,
1 PER SIDE, TYP.
SCH. 80 PVC NIPPLES,
TYP.
DRIP ZONE ASSEMBLY
SCH. 80 PVC BALL VALVE
WATERPROOF SPLICE KITS, TYP.
SET BOX 2" ABOVE
GRADE IN BED AREAS,
1" IN TURF AREAS, TYP.
VALVE BOX
6
FROM VALVE
DRIP ZONE TYPICAL ENLARGEMENT
3/8" = 1'-0"
FLUSH VALVE FOR MANUAL FLUSH,
ONE END OF EXHAUST HEADER, TYP.
HUNTER PLD-BV
AIR RELEASE VALVE IN VALVE BOX, ONE
PER ZONE AT HIGH CORNER, TYP.
HUNTER PLD-AVRCLASS 200 PVC HEADER, TYP.
BARBED FITTINGS BY MANUFACTURER, TYP.
INSTALL DRIP RINGS AT
TREE TRUNKS, TYP.
IN- LINE EMITTER TUBING.
SPACING PER LEGEND
DRIP INDICATOR
HEAD
8
DRIP TUBE INSTALLATION - AT GRADE
3" = 1'-0"
MULCH PER LANDSCAPE PLAN
2" SOIL COVER
DRIP TUBE STAKED AT 30" ON CENTER,
ALL LOCATIONS
TEES ALONG PVC HEADER
LATERAL FEEDING HEADER
7
BRASS GATE (ISOLATION) VALVE
1 1/2" = 1'-0"
3" DEPTH PEA GRAVEL
BRICK SUPPORT, 1 PER SIDE, TYP.
PVC MALE ADAPTERS, TYP.
BRASS GATE VALVE PER LEGEND
SET BOX 2" ABOVE GRADE IN BED
AREAS, 1" IN TURF AREAS, TYP.
10" ROUND VALVE BOX
3
EX-Q2
EXHIBIT Q2-IRRIGATION DETAILS
CONTROLLER PER LEGEND, WALL
MOUNT, STAINLESS STEEL CABINET
ELEC. CONDUIT FOR 120 V, ac (60
Hz) POWER SERVICE
ELEC. CONDUIT FOR WIRING
(4) GALVANIZED MOUNTING
BRACKETS, SPACE EVENLY
IRRIGATION CONTROLLER - WALL MOUNT
1" = 1'-0"1
HYDROMETER
1 1/2" = 1'-0"
JUMBO FLAT TOP VALVE BOX
(2) - #14 YELLOW WIRES FROM
SOLENOID TO CONTROLLER.
PROVIDE TWELVE INCH (12")
MINIMUM EXPANSION COILS.
SCH. 80 PVC MALE ADAPTER
HYDROMETER, PER PLANS, SIZED
PER MAINLINE
SCH. 80 PVC THREADED COUPLING
SCH. 80 PVC
THREADED
UNION
6&+39&
ELBOWS
PVC MAINLINE
FINISHED GRADE
BRICK SUPPORT,
(2) PER SIDE, TYP.
3" DEPTH PEA GRAVEL
NOTES:
x HYDROMETER SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS AND RECOMMENDATIONS.
x ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES.
WIRE CONNECTIONS SHALL BE MADE USING DBR-Y/6 OR
APPROVED EQUAL.
Flow Flow
(2) - BLUE WIRES
FROM FLOW
SENSOR TO
CONTROLLER
5