14-12 - Plans.pdf

LEWISVILLE, TX 75056

CONSTRUCTION DOCUMENTATION

PROJECT NUMBER: LEW24009

DATE: NOV, 2025

SHEET INDEX

LAKE AVALON

PARK

CERTAIN ITEMS WITHIN THESE PLANS HAVE BEEN PRODUCED

IN COLOR FOR CLARITY OF THE PLANS. THESE PLANS MUST BE

PLOTTED IN COLOR TO BE VALID.

VICINITY MAP

N.T.S.

SHEET INDEX

CLIENT

REVISIONS

PROJECT NO. LEW24009

FILENAME

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The John R. McAdams Company, Inc.

www.mcadamsco.com

4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715

TBPE: F-19762 TBPELS: F-10194440

TBAE: BR3185

SHEET

PLAN INFORMATION

RELEASED FOR CONSTRUCTION

N0. DATE

DESCRIPTION

CITY OF LEWISVILLE

191 CIVIC CIRCLE

LEWISVILLE, TX 75067

469. 219. 3550

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SHEET NUMBER SHEET TITLE

L0.00 COVER SHEET

L0.01 GENERAL NOTES

L0.02 GENERAL NOTES

L1.00 EXISTING CONDITIONS

L1.01 DEMOLITION PLAN

L1.02 DEMOLITON PLAN

L2.01 HARDSCAPE PLAN

L2.02 HARDSCAPE PLAN

L2.03 HARDSCAPE PLAN

L4.01 HARDSCAPE DETAILS

L4.02 HARDSCAPE DETAILS

L4.03 HARDSCAPE DETAILS

L4.04 HARDSCAPE DETAILS

LEW24009-CS.DWG

LEW24009-N1.DWG

N.A.

11. 14. 2025

GENERAL NOTES

L0.01

CLIENT

REVISIONS

PROJECT NO. LEW24009

FILENAME

CHECKED BY MAH

DRAWN BY AAO

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The John R. McAdams Company, Inc.

www.mcadamsco.com

4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715

TBPE: F-19762 TBPELS: F-10194440

TBAE: BR3185

SHEET

PLAN INFORMATION

LEWISVILLE, TX 75067

469. 219. 3550

MARCUS GALLEGOS

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KE

A

VA

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N

P

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GENERAL NOTES

1. THIS CONSTRUCTION DOCUMENT SET HAS BEEN CREATED TO ILLUSTRATE THE GENERAL DESIGN

INTENT OF THE PROJECT. CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER'S

REPRESENTATIVE, PROVIDING NOTIFICATION IF ADDITIONAL INFORMATION IS NEEDED TO

PROPERLY CONSTRUCT/INSTALL/BUILD ELEMENTS DEPICTED HEREIN AND SHALL NOTIFY THE

OWNER'S REPRESENTATIVE IF DISCREPANCIES EXIST WITHIN THE CONSTRUCTION DOCUMENT SET.

2. CONTRACTOR TO PROVIDE THE MOST RECENT APPROVED AND PERMITTED CONSTRUCTION

DOCUMENT SET TO ALL SUBCONTRACTORS. ALL SUBCONTRACTORS SHALL BE GIVEN THE ENTIRE

SET OF DOCUMENTS. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REVIEW THE ENTIRE PLAN

SET INCLUDING THE MOST RECENT CONTRACT DOCUMENT ADDENDUMS, AMENDMENTS,

RE-ISSUES, BULLETIN DRAWINGS, ETC. AND ENSURE THEY HAVE THE NECESSARY INFORMATION

TO ACCURATELY SCOPE THE PROJECT FOR THE SUBCONTRACTORS' RESPECTIVE TRADE. NO

ALLOWANCE WILL BE MADE FOR FAILURE TO BECOME FAMILIAR WITH THE COMPLETE SET OF

PROJECT DOCUMENTS.

3. CONTRACTOR IS ADVISED THAT ADDITIONAL NOTES MAY BE FOUND ON SUBSEQUENT SHEETS OF

THE CONSTRUCTION DOCUMENT SET AND THAT SUCH NOTES, WHILE PERTAINING TO THE

SPECIFIC DRAWINGS ON WHICH THEY ARE PLACED, SUPPLEMENT THE NOTES LISTED HEREIN. ALL

NOTES SHALL BE APPLICABLE TO ALL DRAWINGS, UNLESS OTHERWISE NOTED.

4. CONTRACTOR SHALL REFER TO AND COORDINATE WITH ARCHITECTURAL, STRUCTURAL, AND MEP

DRAWINGS AT ALL TIMES PRIOR TO AND DURING CONSTRUCTION. CONFLICTS OR MISSING

INFORMATION SHALL BE BROUGHT TO THE OWNER'S REPRESENTATIVE ATTENTION IN WRITING.

5. DIGITAL BASE FILE MAY BE MADE AVAILABLE FOR USE IN FIELD LOCATION OF ELEMENTS AND SITE

FEATURES. HARDCOPY INFORMATION THAT CONFLICTS SHALL BE BROUGHT TO THE OWNER'S

REPRESENTATIVE'S ATTENTION. HARDCOPY INFORMATION SHALL PREVAIL. PHYSICAL

HARDCOPIES (I.E. PRINTED) AS WELL AS PUBLISHED DIGITAL SETS (I.E. PDF FILE) ARE CONSIDERED

HARDCOPY.

6. PRIOR TO STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION,

CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION CONFERENCE. THE OWNER, CONTRACTOR,

OWNER'S REPRESENTATIVE, AND REPRESENTATIVES FROM AUTHORITIES HAVING JURISDICTION

SHALL BE INVITED TO ATTEND THE MEETING.

7. CONTRACTOR SHALL VERIFY THAT NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO

STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION AND HAVE COPIES

AVAILABLE ON JOBSITE.

8. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL APPLICABLE INSPECTIONS AND

CERTIFICATIONS THAT MAY BE REQUIRED. ANY ASSOCIATED FEES OR SPECIALTY EQUIPMENT

REQUIRED SHALL BE THE CONTRACTOR'S RESPONSIBILITY IN ACCORDANCE WITH THE CONTRACT

TERMS.

9. THE DESIGN PROFESSIONAL DISCLAIMS ANY ROLE IN THE CONSTRUCTION MEANS/METHODS

ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. CONSTRUCTION

MEANS/METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

10. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH CURRENT APPLICABLE BUILDING CODES, ORDINANCES, AND LOCAL REGULATIONS THROUGHOUT CONSTRUCTION OF THE PROJECT.

11. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL AGENCIES' REGULATIONS, STANDARDS, AND

SPECIFICATIONS.

12. CONSTRUCTION SHALL CONFORM TO OR EXCEED CURRENT REGULATIONS OF THE AMERICANS

WITH DISABILITIES ACT AND OTHER CURRENT APPLICABLE STANDARDS AND GOVERNING

AUTHORITIES. FIELD CONDITIONS THAT MAY RESULT IN NONCOMPLIANCE WITH ADA

REGULATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S

REPRESENTATIVE TO DETERMINE RESOLUTION PRIOR TO PROCEEDING WITH WORK.

13. CONTRACTOR IS REQUIRED TO MEET CURRENT APPLICABLE FEDERAL, OSHA, STATE, AND LOCAL REGULATIONS CONCERNING PROJECT SAFETY AND ASSUMES RESPONSIBILITY FOR SAFETY ON THE

PROJECT.

14. CONTRACTOR SHALL NOT DO WORK BEYOND THE LIMIT OF CONSTRUCTION AS DEFINED ON THE DRAWINGS AND AUTHORIZED BY THE RESPECTIVE AUTHORITIES. IN SOME DRAWINGS, THE LIMIT

OF CONSTRUCTION IS GRAPHICALLY SHOWN TO CLEARLY DESCRIBE WORK TO BE PERFORMED.

CONTRACTOR SHALL UTILIZE ONLY THAT SPACE WHICH IS REQUIRED TO PERFORM THE WORK AS

PERMITTED/APPROVED. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR UNAUTHORIZED

WORK BEYOND THE LIMIT OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR CORRECTING

DISTURBED AREAS BEYOND THAT LIMIT AT NO ADDITIONAL COST TO THE OWNER. CORRECTIVE

WORK SHALL BE TO THE SATISFACTION OF THE OWNER.

15. CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION AREAS AND ASSOCIATED

ACTIVITY DURING LAND DISTURBING ACTIVITY, DEMOLITION, AND CONSTRUCTION.

16. CONTRACTOR TO PROVIDE REQUIRED CLEANING AND CONTROL MEASURES TO ENSURE STREETS

AND SIDEWALKS ARE KEPT CLEAN FROM DIRT AND DEBRIS TO THE STANDARD ESTABLISHED BY

PERMITTING AUTHORITIES.

17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE OWNER HAS IDENTIFIED EXISTING WETLANDS, STREAMS, AND OTHER WATER BODIES, ESTABLISHED JURISDICTION, AND PERMITTED

CONSTRUCTION IMPACTS PRIOR TO CONTRACTOR STARTING LAND DISTURBING ACTIVITY,

DEMOLITION, OR CONSTRUCTION.

18. CONTRACTOR SHALL TIE FIELD SURVEY POINTS TO THE SAME CONTROL POINTS AS THE EXISTING

CONDITIONS SURVEY. CONTRACTOR TO MAINTAIN BENCHMARK UNTIL CERTIFICATE OF

OCCUPANCY IS ISSUED.

19. OWNER SHALL PROVIDE GEOTECHNICAL REPORT TO CONTRACTOR FOR DETERMINING EFFECTS OF

SUB-SURFACE CONDITIONS ON WORK AND SHALL BID AND CONSTRUCT WORK IN ACCORDANCE

WITH FINDINGS.

20. PRIOR TO SUBMITTING BID PRICING, CONTRACTOR SHALL VISIT THE PROJECT SITE AND

INVESTIGATE CONDITIONS AFFECTING THE WORK INCLUDING BUT NOT LIMITED TO CONDITIONS

THAT HAVE BEARING UPON:

a. TRANSPORTATION, DISPOSAL, OR HANDLING AND STORAGE OF MATERIALS

b. AVAILABILITY OF LABOR, WATER, ELECTRICAL POWER, ROADS AND UNCERTAINTIES OF

WEATHER, OR SIMILAR PHYSICAL CONDITIONS AT THE PROJECT SITE

c. THE CHARACTER OF EQUIPMENT AND FACILITIES NEEDED PRIOR TO AND DURING

EXECUTION OF THE WORK

CONTRACTOR SHALL BRING UNUSUAL CONDITIONS AND DISCREPANCIES THAT MAY IMPACT

CONSTRUCTION COSTS TO THE OWNER'S ATTENTION PRIOR TO SUBMITTING BID PRICING.

22. FAILURE BY THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING SITE CONDITIONS AND

AVAILABLE INFORMATION PRESENTED BY THE CONTRACT DOCUMENTS, OR ANY OTHER

INFORMATION MADE AVAILABLE TO THE CONTRACTOR PRIOR TO RECEIPT OF BIDS, SHALL NOT

RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR ESTIMATING PROPERLY THE

DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE WORK.

23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON FIELD SURVEYS AND THE AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND LOCATIONS OF EXISTING UTILITIES PRIOR TO STARTING LAND DISTURBING

ACTIVITY, DEMOLITION, OR CONSTRUCTION. UNUSUAL CONDITIONS AND DISCREPANCIES

BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE OWNER'S

REPRESENTATIVE IMMEDIATELY.

24. CONTRACTOR SHALL NOTIFY "TEXAS811" (811) OR (1-800-344-8377) AT LEAST 3 FULL BUSINESS

DAYS PRIOR TO STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION TO

HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT LOCAL UTILITIES THAT

PROVIDE THEIR OWN LOCATING SERVICES INDEPENDENT OF "TEXAS811". REPORT DISCREPANCIES

TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. CONTRACTOR SHALL NOT COMMENCE WORK

UNTIL UTILITY LINES HAVE BEEN MARKED. UTILITY MARKINGS ARE VALID FOR NO MORE THAN 28

DAYS.

25. SHOULD UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE

UNCOVERED DURING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION, CONSULT

THE OWNER'S REPRESENTATIVE IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER

WITH WORK IN THIS AREA.

26. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE

APPROPRIATE UTILITY PROVIDER FOR REQUIRED DISCONNECTION, REMOVAL, AND/OR

RELOCATION OF EXISTING POWER POLES, POWER LINES, TELEPHONE PEDESTALS, WATER METERS, GAS LINES, ETC.

27. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJOINING PROPERTIES DURING LAND DISTURBING ACTIVITY, DEMOLITION, AND CONSTRICTION. OTHER EXISTING FACILITIES THAT ARE

SCHEDULED TO STAY OPEN SHALL REMAIN OPERATIONAL DURING LAND DISTURBING ACTIVITY,

DEMOLITION, AND CONSTRUCTION.

28. CONTRACTOR SHALL COORDINATE STAGING AREA AND LOCATION OF CONSTRUCTION TRAILER

WITH OWNER'S REPRESENTATIVE IF NOT SHOWN ON PLANS.

29. CONTRACTOR SHALL ACCEPT, HANDLE, AND STORE PRODUCTS USING MEANS AND METHODS

THAT PREVENT DAMAGE, DETERIORATION, AND LOSS, INCLUDING THEFT AND VANDALISM.

COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

30. CONTRACTOR SHALL PROVIDE INGRESS/EGRESS TO ALL EXISTING BUILDINGS, PARKING LOTS, AND

PATHS OF PEDESTRIAN TRAVEL THROUGHOUT THE CONSTRUCTION PERIOD UNLESS OTHERWISE

NOTED.

31. EXISTING CONDITIONS SLATED TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR AND/OR

THEIR SUB-CONTRACTORS, SHALL BE REPLACED/RESTORED BY THE CONTRACTOR TO THE

ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE

CONTRACTOR'S EXPENSE.

32. EXISTING TREES TO BE SAVED SHALL HAVE TREE PROTECTION FENCES INSTALLED AROUND THEM

AS SHOWN IN THE DETAILED DRAWINGS AND IN THE ALIGNMENT AS SHOWN ON SHEET L1.01

PRIOR TO STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION. WORK IN

THOSE AREAS TO BE DONE BY HAND. TREE PROTECTION FENCES SHALL BE MAINTAINED AND

KEPT IN PLACE AT ALL TIMES UNTIL WORK IS COMPLETED. SEE TREE PROTECTION NOTES FOR

ADDITIONAL INFORMATION.

33. CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED. CONTRACTOR SHALL INSTALL SUCH STANDARD

APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED

ON THE PLANS.

34. DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR

PRIOR TO STARTING LAND DISTURBING ACTIVITY, DEMOLITION, OR CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF DISCREPANCIES EXIST PRIOR TO

PROCEEDING WITH AFFECTED WORK. CONTRACTOR RECOMMENDED FIELD ADJUSTMENTS SHALL

REQUIRE APPROVAL FROM OWNER'S REPRESENTATIVE IN WRITING PRIOR TO PROCEEDING WITH

CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR WORK DONE

TO RESOLVE DISCREPANCIES IF SUCH NOTIFICATION AND APPROVAL HAS NOT BEEN GIVEN.

35. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF AREAS WHICH ARE

FIELD ADJUSTED DURING CONSTRUCTION.

36. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED THAT

WRITTEN APPROVAL HAS BEEN OBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO

ORDERING OR INSTALLATION. DIFFERENCE IN COST TO THE OWNER TO BE APPROVED THROUGH

AN ESTABLISHED CHANGE ORDER PROCEDURE PRIOR TO ORDERING OR INSTALLATION.

37. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF CONDUITS AND SLEEVING FOR

PROPOSED UTILITIES TO BE INSTALLED.

38. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT

LOCATION OF UTILITIES PRIOR TO CONCEALMENT AND FIELD ADJUSTMENTS MADE DURING

CONSTRUCTION THAT WERE APPROVED BY THE DESIGN PROFESSIONAL OF RECORD AND

AUTHORITIES HAVING JURISDICTION. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON

COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE DESIGN

PROFESSIONAL.

39. PLANTS, MATERIAL, AND WORKMANSHIP ARE SUBJECT TO THE APPROVAL OF THE OWNER'S

REPRESENTATIVE, IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

42. CONTRACTOR SHALL PREPARE AND SUBMIT THE FOLLOWING OPERATION AND MAINTENANCE

DOCUMENTATION FOR PRODUCTS AND EQUIPMENT:

a. OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY - FOR USE AS AN

ORGANIZED REFERENCE TO EMERGENCY, OPERATION, AND MAINTENANCE MANUALS.

b. EMERGENCY MANUAL - A COMPLETE SET OF EMERGENCY INFORMATION INDICATING

PROCEDURES FOR USE BY EMERGENCY PERSONNEL AND BY OWNER'S OPERATING

PERSONNEL.

c. PRODUCT MAINTENANCE MANUAL - A COMPLETE SET OF MAINTENANCE DATA INDICATING

CARE AND MAINTENANCE OF EACH PRODUCT, MATERIAL, AND FINISH INCORPORATED INTO

THE WORK.

d. OPERATION AND MAINTENANCE MANUAL - A COMPLETE SET OF OPERATION AND

MAINTENANCE DATA INDICATING OPERATION AND MAINTENANCE OF EACH SYSTEM,

SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM.

e. MANUFACTURERS' DATA - WHERE MANUALS CONTAIN MANUFACTURERS' STANDARD

PRINTED DATA, INCLUDE ONLY SHEETS PERTINENT TO PRODUCT OR COMPONENT

INSTALLED. MARK EACH SHEET TO IDENTIFY EACH PRODUCT OR COMPONENT

INCORPORATED INTO THE WORK. PREPARE SUPPLEMENTARY TEXT IF MANUFACTURERS'

STANDARD PRINTED DATA IS NOT AVAILABLE AND WHERE THE INFORMATION IS NECESSARY

FOR PROPER OPERATION AND MAINTENANCE OF EQUIPMENT OR SYSTEMS.

f. MAINTENANCE SERVICE AGREEMENTS - AS APPLICABLE.

g. PRODUCT SPECIFIC WARRANTY INFORMATION.

43. SUBMIT EACH OPERATION AND MAINTENANCE MANUAL IN ITS FINAL FORM FOR OWNER REVIEW

AND APPROVAL AT LEAST 30 DAYS PRIOR TO SCHEDULED OPERATION AND MAINTENANCE

DEMONSTRATION AND TRAINING EXERCISES. REVISE AS NECESSARY AND RETURN CORRECTED

MANUALS PRIOR TO COMMENCING DEMONSTRATION AND TRAINING.

44. CONTRACTOR SHALL LEAD OWNER'S PERSONNEL THROUGH DEMONSTRATIONS OF SYSTEMS,

SUBSYSTEMS, AND EQUIPMENT TO INSTRUCT AND TRAIN PERSONNEL ON OPERATION AND

MAINTENANCE NEEDS AND TO REVIEW WARRANTY INFORMATION.

45. CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL

ACCEPTANCE OF SYSTEMS BY OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS BEEN

INSTALLED UNDER THIS CONTRACT.

46. REQUIRED MAINTENANCE AND INSPECTIONS AFTER WARRANTY PERIOD SHALL BE THE

RESPONSIBILITY OF THE OWNER.

47. CONTRACTOR SHALL DELIVER TOOLS, SPARE PARTS, EXTRA MATERIALS, AND SIMILAR ITEMS TO

LOCATION DESIGNATED BY OWNER. LABEL WITH THE MANUFACTURER'S NAME AND MODEL

NUMBER WHERE APPLICABLE.

DEMOLITION NOTES

1. CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THE

DEMOLITION PLAN AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE IN ACCORDANCE WITH

CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL LAWS.

2. CONTRACTOR SHALL OBTAIN PERMITS AND PAY FEES REQUIRED FOR DEMOLITION AND HAUL-OFF

FROM THE APPROPRIATE AUTHORITIES. THESE FEES ARE TO BE INCLUDED WITH THE BID.

3. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS

NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR IS

RESPONSIBLE FOR APPROPRIATE SEQUENCING OF UTILITY DEMOLITION WITH THE RESPECTIVE

UTILITY AGENCIES AND SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE AND

APPROPRIATE UTILITY COMPANIES PRIOR TO WORK.

4. INSTALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION FENCE PRIOR TO

STARTING DEMOLITION WORK.

5. CONTRACTOR TO COORDINATE UTILITY CUT OFF TO EXISTING STRUCTURES WITH APPROPRIATE

UTILITY COMPANY.

a. CONTRACTOR SHALL CARRY COSTS FOR NECESSARY REMOVAL AND RELOCATIONS OF

UTILITY APPURTENANCES AS DETERMINED NECESSARY THROUGH THEIR COORDINATION

WITH UTILITY PROVIDERS. UTILITY APPURTENANCES TO BE REMOVED MAY INCLUDE BUT

ARE NOT LIMITED TO HYDRANTS, FIRE DEPARTMENT CONNECTIONS, VALVES/VALVE BOXES,

STORM DRAIN AND/OR SANITARY SEWER CLEANOUTS, AND STORM DRAIN INLETS. ALL

UTILITIES AND ASSOCIATED APPURTENANCES SCHEDULED TO BE SALVAGED SHALL BE

RETURNED TO THE APPROPRIATE UTILITY AGENCY. ANY CREDIT/REIMBURSEMENT

ASSOCIATED WITH RETURNING SAID APPURTENANCES SHALL BE REMITTED TO THE OWNER.

b. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND TELECOMMUNICATIONS AS NOTED ON PLANS.

c. CONTRACTOR SHALL CUT AND PLUG OR ARRANGE FOR THE APPROPRIATE UTILITY

COMPANY TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN, AS

REQUIRED, OR AS OTHERWISE NOTED. ALL SERVICES MAY NOT BE SHOWN ON THE PLAN.

CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTENT

OF SERVICE PIPING TO BE REMOVED, CUT, OR PLUGGED.

d. WATER OR SEWER ABANDONMENT OR RELOCATION SHALL BE REQUIRED AT THE MAIN LINE.

6. CONTRACTOR SHALL TAKE MEASURES TO AVOID CONFLICTS WITH EXISTING UTILITIES TO REMAIN.

DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

7. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF UTILITIES TO REMAIN IN PLACE.

8. CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES, ETC. WITH THE

APPROPRIATE UTILITY COMPANY/DEPARTMENT.

9. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE

OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN

AUTHORIZED IN WRITING BY THE OWNER'S REPRESENTATIVE AND THE LOCAL MUNICIPALITIES.

INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN

PROVIDED.

10. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS. WASTE MATERIAL HAUL

OFF ROUTE ON THE SITE SHALL BE APPROVED BY OWNER.

11. CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF TREES MARKED TO BE REMOVED. TREES MAY BE EITHER INDIVIDUALLY MARKED OR WITHIN A DESIGNATED REMOVAL AREA. DEMOLITION

OF TREES INCLUDES REMOVAL AND DISPOSAL OF ENTIRE TREE INCLUDING STUMP.

12. TREES, SHRUBS, AND BRUSH REMOVED DURING CLEARING & GRUBBING ACTIVITIES SHALL BE

CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL.

13. MATERIALS, FURNISHINGS, UTILITIES AND PAVEMENT THAT ARE NOT SCHEDULED TO BE

DEMOLISHED AND ARE DAMAGED BY THE CONTRACTOR AS A RESULT OF THE DEMOLITION OR

CONSTRUCTION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE OWNER.

14. EXISTING CONCRETE SURFACES TO BE REMOVED OR DEMOLISHED SHALL BE SAWCUT AT NEAREST

JOINTS, PROVIDING A CLEAN EDGE WHEN RESTORED. SAWCUT EXISTING PAVEMENT AT THE

RIGHT OF WAY UNLESS OTHERWISE SHOWN.

15. CONTRACTOR IS TO ASSUME NO HAZARDOUS MATERIALS EXIST. SHOULD SUSPECTED OR KNOWN

HAZARDOUS MATERIALS BE ENCOUNTERED, STOP WORK IMMEDIATELY AND NOTIFY OWNERS'

REPRESENTATIVE. SHOULD HAZARDOUS MATERIAL BE ENCOUNTERED AND REMOVED;

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HAZARDOUS MATERIALS REPORT AS

REQUIRED BY AUTHORITIES HAVING JURISDICTION.

16. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED

HAZARDOUS MATERIAL CONTRACTOR, AND DISPOSED OF IN A LAWFUL MANNER.

17. IN ACCORDANCE WITH 40 CODE OF FEDERAL REGULATIONS (CFR), PART 61, SUBPART M, A

THOROUGH INSPECTION SHALL BE CONDUCTED FOR ASBESTOS-CONTAINING MATERIALS, PRIOR

TO CONDUCTING A RENOVATION OR DEMOLITION ACTIVITY OF AN EXISTING FACILITY OR ANY

FACILITY COMPONENT. THE ASBESTOS INSPECTION MUST BE CONDUCTED BY A ACCREDITED

ASBESTOS INSPECTOR. REGULATED AND/OR FRIABLE ASBESTOS-CONTAINING MATERIALS

IDENTIFIED DURING THE SURVEY WHICH WILL BE DISTURBED, MUST BE PROPERLY REMOVED BY

ACCREDITED INDIVIDUALS BEFORE BEGINNING THE RENOVATION OR DEMOLITION ACTIVITY.

18. NEAR SURFACE ROCK BELOW PROPOSED FOOTINGS DEEMED BY THE GEOTECHNICAL ENGINEER TO BE UNSUITABLE FOR LOAD BEARING SHALL BE REMOVED AS NECESSARY AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. BLASTING SHALL NOT BE ALLOWED WITHOUT PRIOR CONSENT OF

OWNER'S REPRESENTATIVE. NO ADDITIONAL PAYMENT SHALL BE MADE FOR ROCK REMOVAL.

19. CONTRACTOR IS RESPONSIBLE FOR REMOVING EXISTING LANDSCAPE WITHIN AREA OF

DISTURBANCE UNLESS SPECIFICALLY NOTED TO REMAIN.

20. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF LANDSCAPE DEMOLITION MATERIAL FROM THE

SITE. LANDSCAPE DEMOLITION MATERIAL UNDER 18” DIAMETER TO BE TAKEN TO COMMUNITY

NATURAL WASTE RECYCLING CENTER. ALTERNATE METHODS OF DISPOSAL OF NATURAL

MATERIAL SHALL BE ALLOWED UPON APPROVAL BY OWNER'S REPRESENTATIVE AND OBTAINING

OF ALL REQUIRED PERMITS.

21. STOCKPILE LOCATIONS OF ALL MATERIALS SLATED TO BE REUSED OR REPURPOSED SHALL BE IDENTIFIED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO STARTING LAND DISTURBING

ACTIVITY, DEMOLITION, OR CONSTRUCTION.

22. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE IN THE REMOVAL,

RELOCATION, AND/OR STORAGE OF OWNER OWNED SITE FURNISHINGS SCHEDULED TO BE

SALVAGED.

TREE PROTECTION NOTES

1. TREE PROTECTION TO BE INSTALLED PER THE CURRENT APPLICABLE CITY DETAIL FOR THE EXISTING

TREES IDENTIFIED TO REMAIN. SEE SHEET L1.01 FOR THE TREE PROTECTION DETAIL. TREE

PROTECTION TO BE VERIFIED BY MUNICIPAL STAFF PRIOR TO STARTING ANY CONSTRUCTION

ACTIVITY.

2. BEFORE BEGINNING WORK, THE PROJECT MANAGER, LANDSCAPE ARCHITECT AND/OR OWNER OR THEIR AGENTS ARE REQUIRED TO MEET AT THE SITE TO REVIEW ALL WORK PROCEDURES, ACCESS

ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES. ANY INTENDED CONSTRUCTION

ACTIVITIES INSIDE THE TREE PROTECTION ZONE SHALL BE CLEARLY OUTLINED.

3. CONTRACTOR SHALL STAKE IN THE FIELD THE LIMITS OF ALL TREE PROTECTION ZONES. THOSE LIMITS SHALL BE OBSERVED BY ALL CONTRACTORS, SUBCONTRACTORS, OPERATORS, INSPECTORS, ETC.

4. FENCES SHALL BE ERECTED TO PROTECT TREES TO BE PRESERVED PRIOR TO CONSTRUCTION EQUIPMENT ARRIVING ON THE PROJECT SITE. FENCES WILL DEFINE THE SPECIFIC PROTECTION

ZONE FOR EACH TREE OR GROUP OF TREES.

5. CONTRACTOR SHALL CONTACT THE CITY, ANY TIME ADJUSTMENT IS NEEDED OR IF ACCESS WITHIN

THE FENCE IS REQUIRED, AND BEFORE TREE PROTECTION FENCE REMOVAL. ANY BRUSH

CLEARING REQUIRED WITHIN THE TREE PROTECTION ZONE SHALL BE ACCOMPLISHED WITH HAND

OPERATED EQUIPMENT. NO MATERIALS, EQUIPMENT, SPOIL, WASTE OR WASHOUT WATER IS

ALLOWED WITHIN THE TREE PROTECTION ZONE.

6. CONSTRUCTION TRAILERS, TRAFFIC, STOCKPILE AREAS, AND STORAGE AREAS MUST REMAIN

OUTSIDE FENCED TREE PROTECTION AREAS AT ALL TIMES.

7. ONLY THE LANDSCAPE CONTRACTOR SHALL BE PERMITTED INSIDE THE PRIMARY TREE

PROTECTION FENCE TO PERFORM ROUTINE MAINTENANCE, COMPOST TOP-DRESSING, AND FINAL

PLANTING.

8. NO UTILITY WORK OR GRADING ADJUSTMENT SHALL BE EXECUTED WITHIN THE TREE PROTECTION

FENCE ZONE.

9. IRRIGATION LINE MAY ROUTE IN ANY DIRECTION OUTSIDE THE DRIPLINE OF RETAINED TREES. IRRIGATION LINES INSIDE THE DRIPLINE MUST BE IN A STRAIGHT, RADIAL DIRECTION TOWARDS THE TREE TRUNK AND TERMINATE IN A DEAD-END SPRINKLER HEAD NO CLOSER THAN 7 FEET FROM A TREE TRUNK. IRRIGATION

LINES SHALL NOT BISECT AND THEREFORE DAMAGE THE "SPOKE-LIKE" ROOT SYSTEM.

10. TREE PRUNING PRIOR TO CONSTRUCTION SHALL BE PERFORMED TO REDUCE IMPACT TO TREES DURING

CONSTRUCTION AND ANY EXISTING CONDITIONS THAT MAY POSE A SAFETY HAZARD.

11. ALL TREES ON PUBLIC STREET RIGHT-OF-WAY/PROPERTY ARE PROTECTED UNLESS OTHERWISE NOTED AND

REMOVAL MUST BE PERMITTED BY MUNICIPAL STAFF.

12. REFERENCE THE DEMOLITION PLAN FOR EXISTING TREES TO BE REMOVED. TREES TO BE REMOVED FROM WITHIN THE TREE PROTECTION ZONE SHALL BE REMOVED UNDER THE SUPERVISION OF A CERTIFIED ARBORIST. THE TREES SHALL BE CUT NEAR GROUND LEVEL AND THE STUMP COMPLETELY GROUND OUT.

13. CONTACT CITY STAFF PRIOR TO ANY CRANE SET-UP, MACHINERY OPERATION, OR TEMPORARY BUILDING ERECTION THAT MAY IMPACT PROTECTED TREES, TREE SAVE AREAS, INCLUDING CITY TREES IN PUBLIC RIGHT-OF-WAY. IMPACTS MAY INCLUDE BUT ARE NOT LIMITED TO: ENCROACHING IN TREE DRIP-LINES, EXCAVATION, SOIL COMPACTION, TREE TRIMMING, ERECTING AND DISMANTLING OF CONSTRUCTION

CRANES.

14. ALL TREES TO BE PRESERVED SHALL HAVE 4 INCHES OF HARDWOOD MULCH APPLIED INSIDE THE TREE PROTECTION ZONE. THIS HARDWOOD MULCH SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A

4-INCH DEPTH.

15. IF UNINTENTIONAL INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE WITHIN SIX HOURS SO THAT REMEDIAL ACTION CAN BE TAKEN.

TIMELINESS IS CRITICAL TO TREE HEALTH. THE COST OF ANY REMEDIAL TREATMENTS WILL BECOME THE

BURDEN OF THE OFFENDING CONTRACTING COMPANY.

FINE GRADING NOTES

1. AT CRITICAL LOCATIONS WHERE PROPOSED ELEMENTS TIE INTO EXISTING CONDITIONS,

CONTRACTOR SHALL FIELD VERIFY THAT THE FIELD SURVEY MATCHES THE DESIGN SURVEY,

REPORTING DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. TIE-IN LOCATIONS TO FIELD VERIFY ARE INDICATED ON THE PLANS AND MAY INCLUDE BUT ARE NOT LIMITED TO

UTILITY CONNECTIONS, PAVEMENT, WALLS, OR FOUNDATIONS.

2. CONTRACTOR SHALL REPORT IN WRITING ANY GRADE DISCREPANCIES TO THE OWNER'S

REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION OPERATIONS.

3. ALL EXISTING DRAINAGE EASEMENTS SHALL REMAIN CLEAR FROM ANY CONSTRUCTION.

4. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATIONS. ANY

DEVIATION FROM THE GRADING PLAN THAT WAS NOT APPROVED BY OWNER'S REPRESENTATIVE

THROUGH RFI'S OR FIELD CHANGES, ISSUED THROUGH BULLETIN DRAWINGS, OR THROUGH

OWNER REQUESTED CHANGES, THAT CAUSES WATER TO DRAIN TOWARDS THE BUILDING SHALL

BE CORRECTED BY THE CONTRACTOR AT THEIR OWN COST.

5. CONTRACTOR SHALL PROVIDE POSITIVE STORMWATER FLOW TO KEEP WATER FROM POOLING

ALONG CURBS AND NON-PERVIOUS PAVED AREAS. ANY DEVIATION FROM THE GRADING PLAN

THAT WAS NOT APPROVED BY OWNER'S REPRESENTATIVE THROUGH RFI'S OR FIELD CHANGES,

ISSUED THROUGH BULLETIN DRAWINGS, OR THROUGH OWNER REQUESTED CHANGES, THAT

CAUSES WATER TO POOL SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER.

6. CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF EXISTING MANHOLES, METERS, VALVES, ETC. AS

REQUIRED TO MEET NEW FINISHED GRADES.

7. FINE GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE,

UNIFORMLY FINE TEXTURE. SEE LANDSCAPE NOTES FOR ADDITIONAL INFORMATION.

8. GRADING TOLERANCES SHALL BE WITHIN THE FOLLOWING:

a. ROUGH GRADE: +/- 0.33' (4”)

b. FINE GRADE: +/- 0.083' (1”)

c. FINISH GRADE: +/- 0.010' (1/8”)

d. ELEVATION: 1/4 INCH

e. RUNNING SLOPE: PLUS 0.5%, NO MINUS; BUT IN NO CASE SHALL SLOPE EXCEED THE CODE

MAXIMUM

f. CROSS SLOPE: PLUS 0.5%, NO MINUS; BUT IN NO CASE SHALL SLOPE EXCEED THE CODE

MAXIMUM

11. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL

SLOPE OF 5% (1:20) AND A MAXIMUM CROSS SLOPE OF 2% (1:48). RAMP CONDITIONS SHALL

HAVE A MAXIMUM LONGITUDINAL SLOPE OF 8.33% (1:12) AND A MAXIMUM CROSS SLOPE OF 2%

(1:48). ON CURVED SIDEWALKS AND RAMPS, MAXIMUM LONGITUDINAL SLOPE SHALL BE

MEASURED USING THE INSIDE/MOST STRINGENT PART OF THE CURVE AND MAXIMUM

LONGITUDINAL RUNS ON RAMPS SHALL BE MEASURED USING THE OUTSIDE PART OF THE CURVE.

MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA

ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. CONTRACTOR SHALL NOTIFY

THE DESIGN PROFESSIONAL IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT

IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING

CONTRACTOR.

12. IF UNAUTHORIZED FIELD ADJUSTMENTS ARE MADE BY THE CONTRACTOR RESULTING IN A RAMP

CONDITION (>5% (1:20) LONGITUDINAL SLOPE ALONG A WALKWAY) WHERE A RAMP WAS NOT

ORIGINALLY PROPOSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL

ELEMENTS REQUIRED BY CODE FOR ACCESSIBLE RAMPS AT NO ADDITIONAL COST TO THE OWNER.

THIS INCLUDES, BUT MAY NOT BE LIMITED TO, LANDINGS, HANDRAILS, CURBS, AND BARRIERS.

THE MAXIMUM LENGTH OF A RAMP SHALL BE 30 FT. AND RAMPS SHALL NOT EXCEED 8.3% (1:12) LONGITUDINAL SLOPE OR 2% (1:48) CROSS SLOPE. LANDINGS SHALL BE PROVIDED AT THE TOP

AND BOTTOM OF EACH RAMP RUN. LANDINGS SHALL BE A MINIMUM LENGTH OF 5 FT., EQUAL

TO THE WIDTH OF THE RAMP, AND SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. THE

CHANGE IN ELEVATION BETWEEN LANDINGS SHALL NOT EXCEED 2'-6”.

13. PROVIDE A MINIMUM OF 0.5% CROSS SLOPE AND 1.75% MAXIMUM CROSS SLOPE ON

WALKWAYS, LANDINGS, AND TRAILS IN A MANNER THAT ENSURES POSITIVE DRAINAGE AND

AVOIDS POOLING ON, OR ADJACENT TO, THESE SURFACES.

14. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN

FIELD CONDITIONS WARRANT OFF-SITE GRADING, CONTRACTOR MUST OBTAIN WRITTEN

PERMISSION AND TEMPORARY CONSTRUCTION EASEMENT(S) FROM THE AFFECTED PROPERTY

OWNERS.

15. FOR SEGMENTAL BLOCK WALLS (BY OTHERS), TOP OF WALL ELEVATIONS INDICATE THE ELEVATION

AT THE TOP OF THE BLOCK AND DO NOT INCLUDE THE CAP, UNLESS OTHERWISE NOTED.

16. FOR WALLS THAT ARE DETAILED AS PART OF THIS CONSTRUCTION DRAWING SET, THE TOP OF WALL ELEVATIONS INDICATE THE ELEVATION AT THE TOP OF THE WALL, INCLUSIVE OF ANY CAPS.

17. BOTTOM OF WALL ELEVATIONS INDICATE THE ELEVATION OF THE FINISHED GRADE AT FACE OF

WALL.

LEW24009-N1.DWG

N.A.

11. 14. 2025

GENERAL NOTES

L0.02

CLIENT

REVISIONS

PROJECT NO. LEW24009

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The John R. McAdams Company, Inc.

www.mcadamsco.com

4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715

TBPE: F-19762 TBPELS: F-10194440

TBAE: BR3185

SHEET

PLAN INFORMATION

LEWISVILLE, TX 75067

469. 219. 3550

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HARDSCAPE NOTES

1. REQUIRED CONDUITS (E.G. IRRIGATION, ELECTRICAL, ETC.) SHALL BE PROVIDED BY AND

COORDINATED BETWEEN TRADES AND PROPERLY INSTALLED PRIOR TO HARDSCAPE

INSTALLATION.

2. ALTERNATIVE PRODUCTS FOR PROPRIETARY HARDSCAPE MATERIAL MAY BE PROVIDED FOR

CONSIDERATION, UNLESS THAT PRODUCT IS A DIRECT PURCHASE, OR PROVIDED, BY OWNER.

CONTRACTOR SHALL PROVIDE THE ALTERNATIVE PRODUCT INFORMATION TO OWNER'S

REPRESENTATIVE FOR APPROVAL PRIOR TO PROCUREMENT.

3. ABBREVIATIONS FOR SPECIFIC HARDSCAPE MATERIALS ARE LISTED IN THE SCHEDULE AND ARE

USED THROUGHOUT THE DRAWING SET'S PLANS AND DETAILS.

4. FULL-SIZE MOCK UPS FOR EACH FORM OF CONSTRUCTION AND FINISH REQUIRED SHALL BE

CONSTRUCTED ON-SITE TO DO THE FOLLOWING:

a. ILLUSTRATE FINISHES AND MATERIALS, JOINT PATTERNS, EDGE TREATMENTS, PAVER

PATTERNS, MATERIALS, AND COLORS

b. VERIFY SELECTIONS MADE UNDER SAMPLE SUBMITTALS

c. DEMONSTRATE AESTHETIC EFFECTS

d. DEMONSTRATE THE QUALITIES OF PRODUCTS AND WORKMANSHIP

e. DEMONSTRATE ACCEPTABLE COORDINATION BETWEEN COMPONENTS AND SYSTEMS,

f. DEMONSTRATE COMPLIANCE WITH SPECIFIED INSTALLATION TOLERANCES,

g. PERFORM PRE-CONSTRUCTION TESTING

h. ESTABLISH THE STANDARD BY WHICH COMPLETED WORK WILL BE JUDGED.

BUILD MOCK UPS IN LOCATION AND OF SIZE AS DIRECTED BY OWNER'S REPRESENTATIVE. MOCK UPS MAY REMAIN PART OF THE COMPLETED WORK IF APPROVED, UNLESS OTHERWISE INDICATED OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. MOCKUPS THAT ARE CONSTRUCTED IN THE

LOCATION OF COMPLETED WORK AND ARE REJECTED BY THE OWNER'S REPRESENTATIVE SHALL

BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

5. FOR COLD WEATHER CONCRETE PLACEMENT, IF AIR TEMPERATURE HAS FALLEN TO OR IS

EXPECTED TO FALL BELOW 40° F, CONTRACTOR SHALL UNIFORMLY HEAT WATER AND

AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT LESS

THAN 50° F AND NOT MORE THAN 80° F AT POINT OF PLACEMENT.

6. FOR HOT WEATHER CONCRETE PLACEMENT, CONTRACTOR SHALL COOL INGREDIENTS BEFORE

MIXING TO MAINTAIN CONCRETE TEMPERATURE BELOW 90° F AT TIME OF PLACEMENT.

7. PROOF-ROLL PREPARED SUBBASE TO IDENTIFY SOFT POCKETS AND UNSTABLE AREAS.

GEOTECHNICAL ENGINEER TO DETERMINE WHETHER ADDITIONAL COMPACTION OR

UNDERCUTTING IS NEEDED. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY

CONDITIONS HAVE BEEN CORRECTED. OBTAIN FINAL APPROVAL OF SUBBASE BY GEOTECHNICAL

ENGINEER PRIOR TO PLACEMENT OF CONCRETE. CONCRETE SHALL PLACED WITHIN 72 HOURS OF

PROOF ROLLING SUBBASE.

8. SET, BRACE, AND SECURE EDGE FORMS AND GUIDES TO REQUIRED LINES, GRADES, AND

ELEVATIONS. INSTALL FORMS TO ALLOW CONTINUOUS PROGRESS OF WORK AND SO FORMS CAN

REMAIN IN PLACE AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT. CLEAN FORMS AFTER EACH

USE AND COAT WITH FORM-RELEASE AGENT TO ENSURE SEPARATION FROM CONCRETE WITHOUT

DAMAGE.

9. BEFORE PLACING CONCRETE, INSPECT AND COMPLETE FORMWORK INSTALLATION, STEEL

REINFORCEMENT, AND ITEMS TO BE EMBEDDED OR CAST-IN. REMOVE SNOW, ICE, OR FROST

FROM SUBBASE SURFACE AND STEEL REINFORCEMENT BEFORE PLACING CONCRETE. DO NOT

PLACE CONCRETE ON FROZEN SURFACES. REMOVE LOOSE MATERIAL FROM COMPACTED

SUBBASE IMMEDIATELY BEFORE PLACING CONCRETE. MOISTEN SUBBASE TO PROVIDE A

UNIFORM DAMPENED CONDITION AT TIME CONCRETE IS PLACED. DO NOT PLACE CONCRETE

AROUND MANHOLES OR OTHER STRUCTURES UNTIL THEY ARE AT REQUIRED FINISH ELEVATION

AND ALIGNMENT.

10. CONTROL, EXPANSION, AND OTHER JOINTS FOR CONCRETE SURFACES AND STRUCTURES, SUCH AS STAIRS, WALKS, ETC., SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS AND DETAILS. IF NOT

SHOWN, CONTROL JOINT SPACING SHALL BE EQUAL TO WIDTH OF SIDEWALK BUT IN NO

INSTANCE SHALL EXCEED 8'. EXPANSION JOINTS SHALL BE MAXIMUM 30' SPACING.

11. CONSTRUCT CONTINUOUS, WATER-TIGHT EXPANSION JOINTS WHERE WALKS MEET RIGID

STRUCTURES SUCH AS CURBS, STEPS, WALLS, FIXED SLABS, OR VERTICAL STRUCTURES.

12. WHERE NEW SIDEWALK ADJOINS EXISTING WALKWAY, PROVIDE EXPANSION JOINT BY DRILLING INTO THE FACE OF THE EXISTING WALK FOR PLACEMENT OF DOWELS. TIE NEW SIDEWALKS INTO

NEAREST EXISTING PAVEMENT JOINT; MATCH WIDTH OF EXISTING WALKWAY.

13. PAVEMENT TOLERANCES SHALL BE WITHIN THE FOLLOWING:

a. SEE FINE GRADING NOTES FOR SLOPE TOLERANCES.

b. THICKNESS: PLUS 3/8 INCH, MINUS 1/4 INCH

c. SURFACE: GAP BELOW 10-FEET-LONG, UNLEVELED STRAIGHT EDGE NOT TO EXCEED 1/4

INCH

d. JOINT AND SCORING SPACING: 1/2 INCH

e. CONTRACTION JOINT DEPTH: PLUS 1/4 INCH (DEEPER), NO MINUS

f. JOINT WIDTH: PLUS 1/8 INCH, NO MINUS

14. PAVEMENT TOLERANCES SHALL NOT AFFECT FINISHED GRADE ELEVATIONS DEPICTED ON PLANS.

15. PROHIBIT TRAFFIC FROM PAVEMENT FOR AT LEAST 14 DAYS AFTER PLACEMENT. MAINTAIN

PAVEMENT FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN MATERIAL.

16. CONTRACTOR SHALL RESTORE DAMAGED FINISHES AND REPLACE DAMAGED OR DEFECTIVE

CONCRETE OR PAVER UNITS AT NO ADDITIONAL CHARGE TO THE OWNER.

17. PER ADA GUIDELINES, TRUNCATED DOME DETECTABLE WARNING SURFACES ARE REQUIRED FOR

A DISTANCE OF 24” IN THE DIRECTION OF TRAVEL AND THE FULL WIDTH OF ALL CURB RAMP

LANDINGS. THE DETECTABLE WARNING SURFACE SHALL START AT THE BACK OF ALL PROPOSED

FLUSH CURBS.

18. TRUNCATED DOMES ABUTTING PAVEMENT SHALL BE A CONTRASTING COLOR FROM THE

ADJACENT PAVEMENT.

19. FOR MASONRY CONSTRUCTION, WHEN TEMPERATURE EXCEEDS 100° F OR 90° F WITH A WIND

VELOCITY GREATER THAN 8 MPH OR WHEN TEMPERATURE IS BELOW 40° F, COMPLY WITH HOT

AND COLD WEATHER CONSTRUCTION REQUIREMENTS OF CURRENT APPLICABLE BUILDING CODES.

20. REFER TO RELATED DETAILS FOR SPECIFIC SUBMITTALS OF PRODUCT DATA, PRODUCT SAMPLES, SHOP DRAWINGS, QUALITY ASSURANCE REQUIREMENTS, EXECUTION REQUIREMENTS, AND FOR

FURTHER PRODUCT INFORMATION NOT INCLUDED IN THE MATERIALS SCHEDULES.

LAYOUT NOTES

1. CONTRACTOR SHALL STAKE WALKS, HARDSCAPE, AND OTHER PAVED AREAS AND OBTAIN

APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL

BE RESOLVED PRIOR TO CONSTRUCTION. WORK PERFORMED WITHOUT APPROVAL IS AT RISK FOR

REPLACEMENT BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.

2. LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE

MEASURED UNLESS OTHERWISE SHOWN.

3. DIMENSIONS SHOWN ARE TAKEN TO THE FACE OF ELEMENTS UNLESS OTHERWISE NOTED.

4. WRITTEN DIMENSIONAL AND COORDINATE INFORMATION SHALL PREVAIL. DO NOT SCALE

DRAWINGS.

5. CONTRACTOR SHALL VERIFY DIMENSIONS SHOWN ON THE DRAWINGS AND NOTIFY OWNER'S

REPRESENTATIVE OF DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION.

6. DIMENSIONS AND COORDINATES ARE PROVIDED IN ARCHITECTURAL INCHES UNLESS OTHERWISE

NOTED.

7. UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED WITHIN THE PAVING PATTERN AND SHALL BE

COORDINATED WITH THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. REFER TO LAYOUT

DRAWINGS.

8. ANGLES TO BE 90 DEGREES UNLESS OTHERWISE NOTED.

9. ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN.

10. FINAL LAYOUTS TO BE APPROVED BY LANDSCAPE ARCHITECT.

FURNISHING NOTES

1. INSTALL SITE FURNISHINGS PLUMB, LEVEL, TRUE TO LINE, AND SECURELY ANCHORED AT

LOCATIONS INDICATED ON DRAWINGS PER MANUFACTURER'S SPECIFICATIONS, UNLESS

OTHERWISE NOTED. COMPLETE FIELD ASSEMBLY OF SITE FURNISHINGS WHERE REQUIRED.

2. ABBREVIATIONS FOR SPECIFIC SITE FURNISHINGS ARE LISTED IN THE SCHEDULE AND ARE USED

THROUGHOUT THE DRAWING SET'S PLANS AND DETAILS.

3. MOVABLE FURNISHINGS LOCATIONS AND QUANTITIES ARE SHOWN FOR REFERENCE ONLY.

COORDINATE WITH OWNER FOR MOVABLE FURNISHINGS PRODUCT SELECTIONS, LOCATIONS,

STYLES, QUANTITIES, ETC. PRIOR TO PROCUREMENT.

4. BRING DISCREPANCIES THAT EXIST BETWEEN THE SITE PLAN AND SUBSEQUENT DRAWINGS TO

THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR RESOLUTION PRIOR TO PROCURING

PRODUCTS AND INSTALLATION.

5. REFER TO SCHEDULES AND/OR DETAILS FOR SITE FURNISHING PRODUCT INFORMATION AND

PRODUCT SUBMITTAL REQUIREMENTS.

6. ALTERNATIVE PRODUCTS FOR PROPRIETARY SITE FURNISHINGS MAY BE PROVIDED FOR

CONSIDERATION, UNLESS THAT PRODUCT IS A DIRECT PURCHASE, OR OTHERWISE PROVIDED, BY

OWNER. CONTRACTOR SHALL PROVIDE THE ALTERNATIVE PRODUCT INFORMATION TO OWNER'S

REPRESENTATIVE FOR APPROVAL PRIOR TO PROCUREMENT

7. AFTER COMPLETING SITE FURNISHING INSTALLATION, INSPECT COMPONENTS. REMOVE SPOTS, DIRT, AND DEBRIS. REPAIR DAMAGED FINISHES TO MATCH ORIGINAL FINISH OR REPLACE IF

REPAIRS CANNOT BE MADE. REPAIRS SHALL BE DONE TO THE SATISFACTION OF THE OWNER.

SHOULD REPAIRS BE DEEMED UNSATISFACTORY, CONTRACTOR SHALL REPLACE FURNISHING OR

DAMAGED COMPONENT AS APPLICABLE.

HARDSCAPE DETAILS NOTES

1. THESE NOTES SHALL APPLY TO HARDSCAPE DETAILS INCLUDED IN THIS SET OF CONTRACT

DOCUMENTS.

2. CONCRETE PAVING SHALL BE 4,000 PSI (WITH NO FLY ASH) UNLESS OTHERWISE INDICATED IN THE

SPECIFICATIONS, PLANS, DETAILS, OR PER GEOTECHNICAL REPORT / RECOMMENDATIONS.

3. AGGREGATE BASE SHALL BE COMPACTED PER GEOTECHNICAL REPORT / RECOMMENDATIONS.

4. WOOD, IN CONTACT WITH GROUND, UNLESS OTHERWISE SPECIFIED, SHALL BE SOUTHERN

YELLOW PINE, SPIB GRADE NO. 2 COMMON OR BETTER, S4S, SIZED AS SHOWN ON DRAWINGS,

TREATED AWPB LP22, 10% MAXIMUM MOISTURE CONTENT.

5. BOLTS, THREADED RODS, WASHERS, NUTS, AND HARDWARE FOR SITE STRUCTURES AND

ELEMENTS SHALL BE HOT-DIPPED GALVANIZED UNLESS OTHERWISE SPECIFIED.

6. THROUGH BOLTS TO BE SMOOTH SHAFT WITH GALVANIZED NUTS, BOLTS, AND WASHERS UNLESS

OTHERWISE SPECIFIED.

7. NAILS SHALL BE HOT DIPPED GALVANIZED; FINISH NAILS SHALL BE ANNULAR ALLOY ALUMINUM, UNLESS OTHERWISE SPECIFIED.

8. WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH.

9. SUBMIT REQUIRED SHOP DRAWINGS, PRODUCT DATA, AND MAINTENANCE DATA FOR APPROVAL

PRIOR TO PURCHASING, FABRICATION, AND INSTALLATION.

10. DEVIATIONS IN THE DESIGN, MATERIALS OR PRODUCTS INDICATED IN THE DETAILS REQUESTED BY

THE CONTRACTOR FOR PURPOSES OF CONSTRUCTION SEQUENCING, EFFICIENCY IN

CONSTRUCTION, PRODUCT AVAILABILITY OR VALUE ENGINEERING SHALL BE SUBMITTED IN

WRITING TO THE LANDSCAPE ARCHITECT FOR APPROVAL. A MINIMUM OF 10 BUSINESS DAYS

SHALL BE PROVIDED FOR THE LANDSCAPE ARCHITECT TO ASSESS AND RESPOND TO REQUESTED

DEVIATIONS.

LANDSCAPE NOTES

1. MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT

APPLICABLE CITY OF LEWISVILLE AND THE STATE OF TX STANDARDS AND SPECIFICATIONS.

2. CONTRACTOR IS RESPONSIBLE FOR INSPECTING THE SITE BEFORE LANDSCAPE CONSTRUCTION

AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS.

3. CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES, NEW AND PRIOR

EXISTING, BEFORE BEGINNING LANDSCAPE INSTALLATION. DAMAGE TO UTILITIES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

4. CONTRACTOR TO COORDINATE WITH LANDSCAPE ARCHITECT TO ESTABLISH THE EXTENTS OF

MULCH/SEED/SOD IF NOT SPECIFICALLY SHOWN ON PLANS.

5. CONTRACTOR SHALL VERIFY CONDITIONS AND ELEVATIONS OF EXISTING TREES TO REMAIN

ADJACENT TO OR WITHIN LIMITS OF DISTURBANCE PRIOR TO INSTALLATION OF NEW PLANT

MATERIAL. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE TESTING, AMENDING AND SPREADING OF TOPSOIL

PRIOR TO PLANT INSTALLATION, SUPPLEMENTING WITH AMENDMENTS TO ADJUST PH AND

FERTILITY AS NECESSARY BASED ON THE TEST RESULTS.

7. FINE GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE,

UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION.

HAND ROLL AND RAKE, REMOVE RIDGES AND DEBRIS, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISHED GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE.

8. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN LANDSCAPE AREAS.

9. CONTRACTOR SHALL KEEP AREAS OF WORK CLEAN, NEAT, AND ORDERLY. PAVED SURFACES ARE

TO BE CLEANED OF SOIL AND DEBRIS AT THE CLOSE OF EACH WORKDAY.

10. CONTRACTOR IS RESPONSIBLE FOR WATERING PLANTED AREAS IN ADDITION TO IRRIGATED AREAS

THROUGHOUT THE WARRANTY PERIOD TO ENSURE PLANT ESTABLISHMENT.

11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MONITOR THE PROJECT DURING THE

GUARANTEE PERIOD AND INFORM THE OWNER IF PROBLEMS DEVELOP WITH THE PLANT

MATERIAL. CONTRACTOR SHALL REMOVE DEAD AND UNHEALTHY PLANT MATERIAL AS DEFINED

IN THE SPECIFICATIONS AND IMMEDIATELY REPLACE AT THE CONTRACTOR'S EXPENSE.

12. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, AND WARRANTY OF ALL

PLANTING MATERIALS WITHIN THE PROJECT AREA.

SPRING PLANTING SEASON: MARCH 15 TO JUNE 1

FALL PLANTING SEASON: SEPTEMBER 15 TO DECEMBER 1

5. PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS

PERMIT. PLANT TREES AND SHRUBS AFTER FINISH GRADES ARE ESTABLISHED AND BEFORE

PLANTING LAWNS. PROTECT LAWN AREAS TO REMAIN AND PROMPTLY REPAIR DAMAGE

CAUSED BY PLANTING OPERATIONS.

6. CONTRACTOR SHALL CAREFULLY EXAMINE THE CIVIL, RECORD AND SURVEY DRAWINGS TO

BECOME FAMILIAR WITH EXISTING UNDERGROUND CONDITIONS BEFORE DIGGING. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF ALL SURFACE AND SUBSURFACE

CONDITIONS, AND TO NOTIFY THE LANDSCAPE ARCHITECT OF ANY CIRCUMSTANCES THAT

WOULD NEGATIVELY IMPACT UNDERGROUND CONDITIONS OR THE HEALTH OF THE

PLANTINGS.

PRODUCTS

1. TREE AND SHRUB MATERIAL: FURNISH NURSERY-GROWN, TYPICAL OF THEIR SPECIES OR

VARIETY, WITH NORMAL GROWTH HABIT, WELL-DEVELOPED BRANCH STRUCTURE, HEALTHY

FOLIAGE, AND VIGOROUS ROOT SYSTEMS IN ACCORDANCE WITH APPLICABLE

REQUIREMENTS IN ANSIZ60.1 "AMERICAN STANDARD FOR NURSERY STOCK". PLANTS SHALL

BE FREE FROM DEFECTS OR DAMAGE, INCLUDING BUT NOT LIMITED TO, DISFIGURING

KNOTS, SUNSCALD INJURIES, FROST CRACKS, ABRASION OF THE BARK, PLANT DISEASES,

INSECT EGGS, BORERS, FIRE ANTS, AND ALL FORMS OF INFESTATION.

2. SOIL: ASTM D 5268 TOPSOIL, pH RANGE OF 5.5 TO 7, A MINIMUM OF 6 PERCENT ORGANIC

MATERIAL CONTENT; FREE OF STONES 1 INCH OR LARGER IN ANY DIMENSION AND OTHER

EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH.

3. SOIL AMENDMENTS:

A. ORGANIC COMPOST: WELL-COMPOSTED, STABLE AND WEED-FREE ORGANIC MATTER, pH

RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT

PASSING THROUGH 3/4" SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT

EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO

B. INORGANIC SOIL AMENDMENTS: COMMERCIAL GRADE, FREE OF TOXIC MATERIALS.

4. FERTILIZER: GRANULAR OR PELLET SLOW-RELEASE FERTILIZER CONSISTING OF 50 PERCENT

WATER-INSOLUBLE NITROGEN, PHOSPHOROUS AND POTASSIUM IN THE COMPOSITION AS

DIRECTED BY SOIL ANALYSIS TESTING.

5. ORGANIC MULCH: SHREDDED HARDWOOD IN NATURAL BROWN COLOR; 3" MAXIMUM SIZE

IN LONGEST DIMENSION; FREE FROM DELETERIOUS MATERIALS AND SUITABLE FOR A TOP

DRESSING OF TREES AND SHRUBS.

6. STAKES AND GUYS: DEEPROOT ARBORTIE STAKING AND GUYING MATERIAL OR APPROVED

EQUAL.

WARRANTY AND MAINTENANCE:

WARRANTY

INSTALLER SHALL REPAIR OR REPLACE ANY PLANTINGS THAT FAIL IN MATERIALS,

WORKMANSHIP, OR GROWTH WITHIN ONE YEAR AFTER THE DATE OF SUBSTANTIAL

COMPLETION. FAILURES INCLUDE BUT ARE NOT LIMITED TO:

1. DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM LACK OF

ADEQUATE MAINTENANCE, NEGLECT OR ABUSE BY OWNER, OR INCIDENTS THAT ARE

BEYOND THE CONTRACTOR'S CONTROL

2. STRUCTURAL FAILURES INCLUDING PLANTINGS FALLING OR BLOWING OVER.

PLANTS THAT DO NOT MEET THESE REQUIREMENTS SHALL BE DEFINED AS DEFECTIVE. ANY

DEFECTIVE PLANTS SHALL BE REMOVED IMMEDIATELY UPON NOTIFICATION BY THE LANDSCAPE

ARCHITECT AND REPLACED WITHOUT COST TO THE OWNER AS SOON AS WEATHER CONDITIONS

PERMIT AND WITHIN THE SPECIFIED PLANTING PERIOD.

MAINTENANCE

INITIAL MAINTENANCE SHALL BE PROVIDED IMMEDIATELY AFTER EACH AREA IS PLANTED AND

CONTINUE UNTIL SUBSTANTIAL COMPLETION. UPON SUBSTANTIAL COMPLETION, MAINTENANCE

FOR ALL PLANT MATERIAL SHALL BE PROVIDED FOR ONE YEAR AT A MINIMUM AND SHALL

INCLUDE:

1. TREE AND SHRUB MAINTENANCE: MAINTAIN PLANTINGS BY PRUNING, CULTIVATING,

WATERING, WEEDING, FERTILIZING, RESTORING PLANTING SAUCERS, AND RESETTING TO

PROPER GRADES OR VERTICAL POSITION AS REQUIRED TO ESTABLISH HEALTHY, VIABLE

PLANTINGS. SPRAY OR TREAT AS REQUIRED TO KEEP TREES AND SHRUBS FREE TO INSECTS

AND DISEASE. TREES AND SHRUBS TO BE PRUNED TO RESTORE NATURAL SHAPE TYPICAL OF

THEIR SPECIES OR VARIETY IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES

AND APPLICABLE REQUIREMENTS IN ANSIZ60.1 "AMERICAN STANDARD FOR NURSERY

STOCK".

2. GROUNDCOVER AND PLANT MAINTENANCE: MAINTAIN AND ESTABLISH PLANTINGS BY

WATERING, WEEDING, FERTILIZING, MULCHING, AND OTHER OPERATIONS AS REQUIRED TO

ESTABLISH HEALTHY, VIABLE PLANTINGS.

3. PROTECT EXTERIOR PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS

BY OTHER CONTRACTORS AND TRADES, AND OTHERS. MAINTAIN PROTECTION DURING

INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR OR REPLACE DAMAGED

PLANTINGS.

PLANTING INSTALLATION:

EXAMINATION AND PREPARATION

1. INSTALLER TO EXAMINE AREAS TO RECEIVE EXTERIOR PLANTS FOR COMPLIANCE WITH

REQUIREMENTS AND CONDITIONS AFFECTING INSTALLATION AND PERFORMANCE. PROCEED

WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

2. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES, AND

LAWNS AND EXISTING PLANTINGS FROM DAMAGE CAUSED BY PLANTING OPERATIONS

REFER TO CIVIL DRAWINGS FOR EROSION AND SEDIMENT CONTROL MEASURES.

3. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS PER PLANTING PLAN. OBTAIN

LANDSCAPE ARCHITECT'S ACCEPTANCE OF LAYOUT BEFORE PLANTING AND MAKE MINOR

ADJUSTMENTS AS NEEDED.

PLANTING BED ESTABLISHMENT

1. VERIFY SITE GRADING PRIOR TO DIGGING. LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 8

INCHES. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS,

RUBBISH AND OTHER EXTRANEOUS MATTER. APPLY TOP SOIL, FERTILIZER, LIME AND SOIL

AMENDMENTS AND THOROUGHLY BLEND PLANTING SOIL MIX TO CREATE ACCEPTABLE

PLANTING SOIL AS DESCRIBED THROUGH ANLA.

2. EXCAVATE CIRCULAR PITS AND TRENCHES WITH SIDES SLOPED INWARD, LEAVING THE

CENTER AREA RAISED SLIGHTLY TO SUPPORT THE ROOT BALL AND ASSIST IN DRAINAGE.

EXCAVATE APPROXIMATELY THREE TIMES AS WIDE AS BALL DIAMETER FOR BALLED AND

BURLAPPED AND CONTAINER-GROWN STOCK. SCARIFY PIT OR TRENCH WALLS.

TREE, SHRUB, VINE, ORNAMENTAL GRASS AND GROUNDCOVER PLANTING

1. SET BALLED AND BURLAPPED OR CONTAINER-GROWN STOCK PLUMB AND CENTER OF PIT

OR TRENCH WITH ROOT BALL 1 INCH ABOVE ADJACENT FINISHED GRADES.

2. REMOVE WIRE AND PALLETS ENTIRELY FROM ROOT BALL. REMOVE BURLAP FROM TOPS OF

ROOT BALLS AND PARTIALLY FROM SIDES BUT DO NOT REMOVE FROM UNDER ROOT BALL.

3. PLACE PLANTING SOIL MIX AROUND ROOT BALL IN LAYERS, TAMPING TO SETTLE MIX AND

ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY ONE-HALF BACKFILLED,

WATER THOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL. WATER AGAIN AFTER

PLACING AND TAMPING FINAL LAYER OF PLANTING SOIL MIX.

4. APPLY 3-INCH MINIIMUM AVERAGE THICKNESS OF ORGANIC MULCH EXTENDING 12 INCHES

BEFORE EDGE OF PLANTING PIT OR TRENCH OR TO EDGE OF BEDLINE. DO NOT PLACE

MULCH WITH 3 INCHES OF ROOT FLARE, TRUNK OR STEMS.

5. PRUNE, THIN AND SHAPE TREES AND SHRUBS ACCORDING TO STANDARD HORTICULTURAL

PRACTICE AND TO RETAIN NATURAL CHARACTER. DO NOT CUT TREE LEADERS. REMOVE

ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES.

6. INSTALL GUYING AND STAKING PER MANUFACTURER'S SPECIFICATIONS. REMOVE GUY

WIRES AND STAKES AFTER TWO PLANTING ESTABLISHMENT SEASONS.

7. DISPOSAL: REMOVE SURPLUS SOIL AND WASTE MATERIAL, INCLUDING EXCESS SUBSOIL,

UNSUITABLE SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF THEM OFF OWNER'S

PROPERTY.

PERMANENT SODDING INSTALLATION:

EXAMINATION AND PREPARATION

1. INSTALLER TO EXAMINE AREAS TO RECEIVE PERMANENT SEEDING FOR COMPLIANCE WITH REQUIREMENTS AND CONDITIONS AFFECTING

INSTALLATION AND PERFORMANCE. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

2. REFER TO CIVIL DRAWINGS FOR EROSION AND SEDIMENT CONTROL MEASURES.

SOD BED ESTABLISHMENT

1. VERIFY SITE GRADING PRIOR TO INSTALLATION. ELIMINATE UNEVEN AREAS AND LOW SPOTS AND ENSURE POSITIVE DRAINAGE.

2. LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 TO 6 INCHES. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATTER. APPLY TOP SOIL, FERTILIZER, LIME AND SOIL AMENDMENTS AND THOROUGHLY BLEND PLANTING

SOIL MIX TO CREATE ACCEPTABLE PLANTING SOIL AS DESCRIBED THROUGH ANLA.

3. RAKE SOIL SURFACE SMOOTH PRIOR TO SODDING. SOIL SURFACE SHALL BE REASONABLE FREE OF LARGE CLODS, STONES GREATER THAN 3/4 INCH IN THE LONGEST DIMENSION, AND OTHER MATERIAL WHICH WILL INTERFERE WITH PLANT ESTABLISHMENT.

4. INSTALL EDGING AT PERIPHERY OF SODDED…