E1.1_-_Site_Development_Drawings_DRAFT_2019-0719_Part1.pdf

HARDSCAPE PROTECTION AND REMOVAL NOTES:

1. PRIOR TO THE COMMENCEMENT OF HARDSCAPE PROTECTION AND

REMOVAL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION

CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND

RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO

REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM,

AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5

BUSINESS DAY NOTICE FOR ALL MEETINGS.

2. CONFIRM ALL HARDSCAPE REMOVAL AND PROTECTION QUANTITIES AND

DIMENSIONS.

3. CAREFULLY REMOVE ALL HARDSCAPE ELEMENTS WITHIN THE DRIP LINES

OF EXISTING TREES SCHEDULED TO REMAIN.

4. VERIFY REMOVALS FOR COMPLETION OF THE WORK PRIOR TO

SUBMITTING BID FOR THE WORK ON THIS PROJECT. REMOVE

EVERYTHING NECESSARY TO COMPLETE SITE WORK.

5. ALL STRUCTURES AND UTILITIES ARE TO REMAIN IN EXISTING LOCATIONS

UNO.

6. MAINTAIN EXISTING GRADE AT BASE OF ALL EXISTING TREES TO REMAIN.

PROTECT EXISTING TREES TO REMAIN AGAINST ANY DISTURBANCE

INCLUDING UNNECESSARY CUTTING, BREAKING OR EXCAVATION.

7. "REMOVE' MEANS REMOVAL OF ITEM ABOVE GRADE AND REMOVAL OF

ALL ELEMENTS BELOW GRADE INCLUDING, BUT NOT LIMITED TO,

FOOTINGS, WIRING, GRANULAR BASE, AND PIPING THAT ARE

IMMEDIATELY ADJACENT TO THE ITEMS BEING REMOVED AND NOT

NEEDED FOR PROPOSED USE.

8. REMOVE EVERYTHING NECESSARY TO COMPLETE NEW SITE WORK.

LABELS ARE FOR CONVENIENCE ONLY AND THE CONTRACTOR MUST

VERIFY REMOVALS PRIOR TO SUBMITTING THE BID FOR THE WORK.

9. EXCAVATE ALL AREAS TO RECEIVE PAVEMENT/FOUNDATIONS. CUT OR

FILL AND COMPACT THE EXCAVATED AREA TO THE PROPOSED GRADE

AND CROSS SECTION PRIOR TO THE INSTALLATION OF UNDERGROUND

IMPROVEMENTS. FINISH GRADE (+/-1" UNO) AND COMPACT THE

SUBGRADE PRIOR TO THE PLACEMENT OF THE SUBBASE OR BASE

MATERIAL. STRIP UNSUITABLE MATERIALS PRIOR TO PLACEMENT OF

APPROVED CLEAN FILL.

10. SAWCUT ALL EXISTING PAVEMENT TO BE REMOVED AT EDGE OF

EXISTING PAVEMENT TO REMAIN. SAWCUT CONCRETE AT NEAREST

CONTROL JOINT. PROVIDE A STRAIGHT SAWCUT AT EXTENT OF ASPHALT

REMOVAL LIMITS.

11. ALL MATERIALS REMOVED FROM SITE SHALL BE DISPOSED OF PER

FEDERAL, STATE AND LOCAL STANDARDS.

MOCKUP NOTES:

1. PRIOR TO THE COMMENCEMENT OF MOCKUPS, CONVENE A

PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND

ANY ASSOCIATED AND RELEVANT DESIGN TEAM MEMBERS,

SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE, SCHEDULE AND

TO REVIEW Q&A BY DESIGN TEAM, AHJ AND CONTRACTORS.

CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL

MEETINGS.

GRADING AND EROSION CONTROL NOTES:

1. PRIOR TO THE COMMENCEMENT OF PLANTING GRADING AND EROSION

CONTROL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION

CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND

RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO

REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM,

AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5

BUSINESS DAY NOTICE FOR ALL MEETINGS.

2. CONFIRM ALL GRADING AND EROSION CONTROL QUANTITIES AND

DIMENSIONS.

3. PROVIDE ALL GRADES FOR NATURAL RUNOFF OF WATER WITHOUT LOW

POINTS OR POCKETS.

4. SLOPE ALL AREAS AWAY FROM BUILDINGS AND STRUCTURES AT MIN 2%

UNO.

5. FINISH GRADES SHALL BE SMOOTH, EVEN AND ON A UNIFORM PLANE

WITH NO ABRUPT CHANGES OF SURFACE.

6. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM AND LEVEL OR

SLOPED BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN AS

NECESSARY AND AS ESTABLISHED BY WALLS, CURBS, PAVING OR CATCH

BASINS, ETC.

7. TOPS AND TOES OF ALL SLOPES SHAL BE ROUNDED TO PRODUCE A

GRADUAL AND NATURAL APPEARING TRANSITION BETWEEN RELATIVELY

LEVEL AREAS AND SLOPES UNO OR DIRECTED BY LA.

8. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL

BUILDINGS, STRUCTURES AND ALL IN-PROGRESS CONSTRUCTIONS THAT

CAN BE ADVERSELY IMPACTED BY WATER DURING THE CONSTRUCTION

PROCESS.

LANDSCAPE DRAINAGE NOTES:

1. PRIOR TO THE COMMENCEMENT OF DRAINAGE SCOPE OF WORK,

CONVENE A PRE-CONSTRUCTION CONFERENCE WITH AOR, LA,

CONTRACTOR AND ANY ASSOCIATED AND RELEVANT DESIGN TEAM

MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE,

SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND

CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY

NOTICE FOR ALL MEETINGS.

2. CONFIRM ALL DRAINAGE QUANTITIES AND DIMENSIONS.

3. LANDSCAPE DRAINAGE SHOWN IS IN ADDITION TO CIVIL DRAINGE, REFER

TO CIVIL.

4. ALL DRAINAGE PIPING AND ACCESORIED TO BE INSTALLED IN SEGEMNTS

WITH APPLICABLE CONNECTIONS. CONNECTION BETWEEN DRAINAGE

PIPING IS NOT SHOWN BUT IS TO BE ASSUMED AND TO BE INCLUDED IN

COSTS.

5. COORDINATE TAP LOCATIONS AND ELEVATIONS WITH CIVIL, REFER TO

CIVIL.

GENERAL NOTES:

1. SURVEY AND BASE PLAN INFORMATION PROVIDED BY SPACECO INC.,

DATED 08/10/2017.

2. PROJECT ELEVATIONS CORRELATE TO THE CHICAGO CITY DATUM,

INDICATED AS CCD UNO.

3. COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES

AND ORDINANCES FOR ALL SCOPE AND OPERATIONS.

4. BEFORE SUBMITTING A PROPOSAL FOR THIS WORK, THE CONTRACTOR

SHALL VISIT THE PREMISES AND ACQUAINT HIMSELF FULLY WITH THE

EXISTING CONDITIONS, TEMPORARY CONSTRUCTION REQUIRED,

QUANTITIES AND TYPES OF EQUIPMENT REQUIRED, ETC. ANY BID SHALL

INCLUDE ALL SUMS REQUIRED TO DO THE WORK WITHIN THE EXISTING

CONDITIONS. DISRUPTION OF NORMAL ACTIVITIES IN THE WORK AREA

MUST BE KEPT TO A MINIMUM.

5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION,

DIMENSIONS, AND ELEVATIONS FOR CONFORMANCE WITH THE

DRAWINGS. ALL DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE AOR AND LA.

6. COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING

ELEMENTS NOT SHOWN IN THESE DRAWINGS, ETC.

7. THE LANDSCAPE ARCHITECTURAL DRAWINGS ARE TO BE USED IN

CONJUNCTION WITH THE ARCHITECTURAL AND OTHER DISCIPLINES'

DRAWINGS. ALL DIMENSIONS, ELEVATIONS, DETAILS, BUILDING

COMPONENTS, ETC. ARE TO BE CHECKED AGAINST ALL DOCUMENTS AS

WELL AS THE PROJECT SPECIFICATIONS. ANY DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE AOR AND LA IMMEDIATELY,

AND RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION.

CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES AND MAKE

NECESSARY INVESTIGATIONS AND FIELD MEASUREMENTS.

8. SHOP DRAWINGS PREPARED BY THE CONTRACTOR AND/OR HIS

SUPPLIERS SHALL BE REVIEWED BY THE AOR AND LA ONLY FOR

CONFORMANCE WITH THE DESIGN CONCEPT. NO WORK SHALL BE

STARTED WITHOUT SUCH REVIEW.

9. CONTRACTOR SHOP DRAWINGS PREPARED BY SUPPLIERS AND/OR

SUBCONTRACTORS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR

TO SUBMISSION TO THE AOR AND LA.

10. CONTRACTOR SHOP DRAWINGS SUBMITTED PRIOR TO PERMIT RECEIPT

ARE SUBJECT TO CHANGE. ADDITIONAL SERVICES FOR SUBSEQUENT

REVIEW BY THE AOR AND LA, WILL BE PAID BY THE CONTRACTOR, AT NO

COST TO THE OWNER.

11. CONTRACTOR SHOP DRAWINGS AND CALCULATIONS SHALL BE

PROVIDED FOR ALL STRUCTURAL PREFABRICATED ITEMS TO AOR, SOR

AND LA FOR REVIEW. ALL STRUCTURAL PREFABRICATED ITEMS TO BE

SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF

CONSTRUCTION.

12. DETAILS AND SECTIONS DESIGNATED AS "TYPICAL" APPLY TO AREAS

WHERE CONDITIONS ARE SIMILAR TO THOSE INDICATED BY DETAIL OR

DETAIL TITLE UNO.

a. WATERSTOPS, VAPOR BARRIERS, ETC. SHOWN ON LANDSCAPE

ARCHITECTURAL DRAWINGS ARE SCHEMATIC. SEE ARCHITECTURAL

DRAWINGS FOR MORE INFORMATION ON WATER, MOISTURE AND

CONDENSATION RESISTANCE DETAILING.

13. PRIOR TO THE COMMENCEMENT OF ANY INDIVIDUAL SCOPE OF WORK,

CONVENE A PRE-CONSTRUCTION CONFERENCE WITH AOR, LA,

CONTRACTOR AND ANY ASSOCIATED AND RELEVANT DESIGN TEAM

MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE,

SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND

CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY

NOTICE FOR ALL MEETINGS.

14. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE

WORK SCOPE AT NO COST TO OWNER UNO.

15. FOLLOW ALL LOCAL AND STATE STANDARDS, INCLUDING APPLICABLE

DOT STANDARDS FOR WORK WITHIN THE RIGHT-OF-WAY. SUBMIT PLAN

OF CONSTRUCTION STAGING FOR APPROVAL PRIOR TO START OF

WORK.

16. IF WORK REQUIRES SIDEWALK OR STREET CLOSURE, CONTRACTOR IS

RESPONSIBLE FOR PROVIDING ALL NECESSARY WORK AND MATERIALS

TO DO SO.

17. INSTALL AND MAINTAIN MIN 6'HT CHAINLINK CONSTRUCTION FENCING

AS INDICATED WITHIN SPECIFICATIONS TO PROTECT THE WORK FOR

PUBLIC SAFETY AND TO PROVIDE SECURITY. ADJUST FENCING TO

ACCOMMODATE PROGRESS OF CONSTRUCTION. MAINTAIN FENCING IN

PLACE UNTIL SUBSTANTIAL PROJECT COMPLETION OR AS DIRECTED BY

THE OWNER. INSTALL GATES FOR CONSTRUCTION ACCESS AS

REQUIRED.

18. MODIFY AND RESTORE SITE CONDITIONS TO GAIN ACCESS INTO THE

SITE. OWNER NOT RESPONSIBLE FOR RESTORATION COSTS DUE TO

CONTRACTOR NEGLIGENCE DURING CONSTRUCTION. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY DOCUMENT

THE EXISTING CONDITIONS OF THE SITE.

19. VERIFY THE EXACT LOCATIONS OF ALL PUBLIC AND PRIVATE UTILITIES

PRIOR TO THE START OF LANDSCAPE OPERATIONS. CONTRACTOR TO

MAKE EVERY EFFORT POSSIBLE TO LOCATE ALL PRIVATE UTILITIES.

CONTRACTOR TO ALSO BE RESPONSIBLE FOR MAINTIANING ALL UTILITY

LOCATIONS AS MARKED BY THE UTILITY COMPANIES AND OWNER'S

REPRESENTATIVE THROUGHOUT THE DURATION OF LANDSCAPE

CONSTRUCTION.

20. BEFORE ANY EXCAVATION ON THE SITE, CALL TO LOCATE ANY EXISTING

UTILITIES ON THE SITE. BECOME FAMILIAR WITH THE LOCATIONS OF ALL

BURIED UTILITIES IN THE AREAS OF WORK BEFORE START OF

OPERATIONS. REPAIR OR REPLACE ANY BURIED CONDUITS, CABLES OR

PIPING DAMAGED DURING THE INSTALLATION OF THE WORK, AT NO

COST TO OWNER.

21. REMOVE FROM THE SITE IN A LEGAL MANNER ANY AND ALL DEBRIS

GENERATED DURING CONSTRUCTION OPERATIONS.

22. DO NOT INTERFERE WITH THE USE OF ADJACENT PROPERTIES

INCLUDING BUT NOT LIMITED TO BUILDINGS, PARKING LOTS, STREETS

OR ALLEYS.

23. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, FENCING,

FURNISHINGS, AND PLANTINGS, TREES, AND LAWNS FROM DAMAGE

CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING,

WASHOUTS, AND OTHER HAZARDS CREATED BY SITE IMPROVEMENTS.

IF ANY DAMAGE OCCURS, REPAIR TO ORIGINAL CONDITION AT NO

ADDITIONAL COST TO OWNER.

24. PROTECT AND/OR RESTORE EXISTING LAWN TO EXCELLENT CONDITION

WITH TOPSOIL AND SOD. CONTRACTOR IS RESPONSIBLE FOR

REPLACING ALL LANDSCAPE MATERIAL REMOVED OR DAMAGED DUE TO

CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER.

25. VERIFY SITE CONDITIONS BEFORE PROCEEDING WITH WORK AND

REPORT ANY CONFLICT WITH AOR AND LA.

26. QUANTITIES ARE SHOWN FOR REFERENCE ONLY. ALL QUANTITIES TO BE

CONFIRMED BY CONTRACTOR. FOR ALL FINISH MATERIALS AND SITE

FURNISHINGS CONTRACTOR TO PROVIDE 5% OR 1 ITEM MIN FOR ALL

LOOSE ITEMS TO OWNER UNO.

27. IDENTIFY AND REPORT ANY SUBSOIL, SOIL AND/OR DRAIANGE ISSUES

IMMEDIATELY TO THE ATTENTION OF THE AOR AND LA.

28. VERIFY ALL DIMENSIONS IN FIELD AND BRING ANY DISCREPENCIES

IMMEDIATELY TO THE ATTENTION OF THE AOR AND LA.

29. COORDINATE WORK WITH ALL OTHER TRADES.

30. RESTORE ANY AREAS IMPACTED BY CONSTRUCTION OPERATIONS

WHETHER WITHIN OR OUTSIDE OF PROJECT LIMITS.

31. PERFORM ALL MAINTENANCE ACTIVITIES WITHIN THE PROJECT LIMITS

THROUGH FINAL ACCEPTANCE.

EXCAVATION AND BACKFILL NOTES:

1. BEFORE ANY CONSTRUCTION OPERATIONS ARE STARTED, REMOVE ALL

BITUMINOUS PAVEMENT, LOOSE GRAVEL, FOUNDATIONS, BLACK LOAM

AND FILL ENCOUNTERED WITHIN THE AREA TO BE OCCUPIED BY NEW

CONSTRUCTION. NONE OF THIS MATERIAL OR OTHER EXCAVATED

ON-SITE SOILS, WHICH ARE FOUND TO BE UNSUITABLE, SHALL BE USED

FOR FILL WITHIN OR ADJACENT TO PROPOSED STRUCTURES. STORE

GRAVEL AND SOIL ON SITE FOR POTENTIAL RE-USE UNO.

2. GENERAL MACHINE EXCAVATION FOR FOOTINGS SHALL STOP NOT LESS

THAN ONE-HALF THE THICKNESS OF THE FOOTING ABOVE SCHEDULED

ELEVATIONS OF BOTTOMS OF FOOTINGS. FINAL 6" EXCAVATION TO

UNDISTURBED SOIL AT REQUIRED FOOTING ELEVATION SHALL BE DONE

BY HAND NOT MORE THAN 48 HOURS BEFORE THE FOOTING IS POURED

UNO.

3. ALL NECESSARY CHANGES IN ELEVATION OF CONTINUOUS FOOTINGS

SHALL BE MADE IN STEPS OF NOT MORE THAN 2'-0" HIGH AND A

MINIMUM OF 4'-0" APART, UNO.

4. AFTER EXCAVATING FOR ALL EARTH-SUPPORTED FOOTINGS AND

FOUNDATIONS, THE EXPOSED NATURAL SOIL SHALL BE THOROUGHLY

COMPACTED TO 95% OF ASTM D1557 (MODIFIED PROCTOR) MAXIMUM

DENSITY AT OPTIMUM MOISTURE CONTENT PRIOR TO PLACING FILL.

5. ALL FOUNDATION BACKFILL AND FILL REQUIRED TO ESTABLISH FINAL

SUBGRADES SHALL CONSIST OF CA-7 (OR APPROVED EQUIVALENT)

CLEAN GRANULAR MATERIAL THOROUGHLY COMPACTED IN LAYERS OF

6" TO 8" THICK. ALL EARTH-SUPPORTED SLABS SHALL HAVE AT LEAST 6"

OF CA-6 (OR APPROVED EQUIVALENT) CRUSHED STONE OR WASHED

GRAVEL COMPACTED TO 95% OF ASTM D-1557 (MODIFIED PROCTOR)

MAXIMUM DENSITY, DIRECTLY BELOW THE SLAB AND AS

RECOMMENDED BY SOIL REPORT.

6. BACKFILL PLACED DIRECTLY ADJACENT TO STRUCTURES AND/OR

RETAINING WALLS SHALL BE COMPACTED CA-7 (OR APPROVED

EQUIVALENT) CLEAN GRANULAR MATERIAL COMPACTED TO 95% OF

ASTM D-1557 (MODIFIED PROCTOR) MAXIMUM DENSITY AT OPTIMUM

MOISTURE CONTENT. AT TOP OF BACKFILL, PROVIDE A 2'-0" CAP OF

COHESIVE FILL.

7. EXCAVATE AS REQUIRED FOR PLACING FOOTINGS ON SOIL CAPABLE OF

SUPPORTING A MINIMUM NET ALLOWABLE SOIL BEARING PRESSURE OF

1,500 PSF, AS INDICATED IN THE GEOTECHNICAL REPORT AND AS FIELD

VERIFIED AND APPROVED BY THE OWNER'S SOIL TESTING

LABORATORY.

8. THE FOOTING AND FOUNDATION ELEVATIONS AND SOIL BEARING

CAPACITIES AS SHOWN ON THE DRAWINGS ARE ESTIMATED FROM THE

SOIL BORING DATA. FINAL, EXACT ELEVATIONS AND SOIL BEARING

CAPACITIES SHALL BE FIELD DETERMINED AND VERIFIED BY THE

OWNER'S SOIL TESTING LABORATORY PRIOR TO PLACEMENT OF

CONCRETE. THE CONTRACTOR SHALL NOTIFY THE AOR, SOR AND LA

IMMEDIATELY IN THE EVENT THAT THE SOILS CONDITIONS

ENCOUNTERED VARY FROM THOSE USED FOR DESIGN. ALL SOILS

VERIFICATION AND TESTING TO BE COMPLETED UNDER THE DIRECTION

OF A SOILS ENGINEER WHO IS A LICENSED PROFESSIONAL ENGINEER IN

THE PROJECT'S JURISDICTION.

9. BACKFILL AGAINST SIDES OF FOUNDATION WALLS SHALL BE PLACED

SIMULTANEOUSLY ON BOTH SIDES TO THE TOP OF THE WALL.

10. NO MUD SLABS, FOOTINGS, OR SLABS SHALL BE PLACED ONTO OR

AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE.

11. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO

PREVENT ANY FROST OR ICE FROM PENETRATING ANY FOOTING OR

SLAB SUBGRADE BEFORE AND AFTER PLACEMENT OF CONCRETE UNTIL

SUCH SUBGRADES ARE FULLY PROTECTED BY THE PERMANENT

STRUCTURE.

12. THE CONCRETE FOR EACH ISOLATED FOOTING SHALL BE PLACED IN

ONE (1) CONTINUOUS PLACEMENT.

13. ALL PERIMETER WALL AND COLUMN FOOTINGS SHALL BEAR A MINIMUM

OF 4'-0" BELOW FINISHED GRADE.

14. ALL UNSUITABLE SOIL SHALL BE EXCAVATED AND REMOVED TO A MIN.

OF 2'-0" BELOW SLAB ELEVATION, SEE REPORT FOR NEW FILL MATERIAL

REQUIREMENTS TO REACH THE DESIGN SLAB SUBGRADE ELEVATION.

15. ALL FOUNDATIONS SHALL BE CARRIED DOWN TO THE MINIMUM DEPTHS

SHOWN.

16. THE CONTRACTOR SHALL PREPARE ALL CONSTRUCTION PROCEDURES

AND SEQUENCES AND SUBMIT FOR THE AOR, EOR, LA, AND

GEOTECHNICAL REVIEW PRIOR TO THE START OF CONSTRUCTION.

17. FOR ADDITIONAL SITE CONDITIONS, FOUNDATION CONSTRUCTION

CONSIDERATIONS AND RECOMMENDATION, REFER TO THE

GEOTECHNICAL ENGINEERING REPORT DATED JUNE 22, 2001,

PREPARED BY STS CONSULTANTS, LTD.

SHORING AND BRACING NOTES:

1. INDIVIDUAL STRUCTURAL COMPONENTS ARE DESIGNED TO SUPPORT

LOADS IN THEIR FINALLY ERECTED POSITION AS PART OF THE TOTAL

COMPLETED STRUCTURE. PROVIDE TEMPORARY SHORING, GUYING

AND BRACING AS REQUIRED UNTIL ALL CONSTRUCTION AFFECTING

LOAD CARRYING MEMBERS AND LATERAL STABILITY IS COMPLETED.

2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR STABILITY OF

STRUCTURE, ITS PARTS AND JOB SITE SAFETY BY USE OF GUYING,

BRACING, SHORING, BARRICADES, SAFETY RAILINGS AND DEVICES

DURING THE ENTIRE PERIOD OF CONSTRUCTION.

3. CONTRACTOR IS FULLY RESPONSIBLE FOR PROVIDING ALL TEMPORARY

SHORING AND BRACING OF EXISTING STRUCTURAL ELEMENTS DURING

CONSTRUCTION. ALL SHORING SHALL BE ADEQUATE TO SUPPORT ALL

STRUCTURAL LOADINGS DURING MODIFICATION OF THE EXISTING

STRUCTURES AND ERECTION OF THE NEW STRUCTURAL SUPPORT

SYSTEM. TEMPORARY SHORING MUST REMAIN IN PLACE UNTIL ALL NEW

STRUCTURAL MEMBERS SUPPORTING SHORED ELEMENTS ARE IN

PLACE AND ALL NEW CONNECTIONS COMPLETED.

UNDERPINNING NOTES:

1. BEFORE EXCAVATION, REDUCE LOAD ON EXISTING WALL AND

FOUNDATIONS AS MUCH AS POSSIBLE.

2. LIMIT EXCAVATION TO THE MINIMUM SIZE NECESSARY FOR

UNDERPINNING IN STAGES. PROVIDE FOR DEWATERING AS NECESSARY

FOR THE WORK TO AVOID DISTURBANCE OF BEARING MATERIAL.

3. PROVIDE SUPPORT OF THE STRUCTURE OVER SECTIONS OF THE

EXCAVATION BY MEANS OF NEEDLE BEAMS, POSTS AND GRILLAGE.

4. SOILS ENGINEER TO INSPECT BEARING SURFACE PRIOR TO

INSTALLATION OF UNDERPINNING. COMMENCE UNDERPINNING

CONSTRUCTION AS SOON AS POSSIBLE AFTER EXCAVATION SUBGRADE

HAS BEEN EXPOSED AND INSPECTED.

5. BEFORE FINAL UNDERPINNING IN CONCRETE, THE LOWER SECTIONS OF

THE UNDERPINNING SHOULD BE ALLOWED TO COMPLETE THEIR SET.

FINAL CONTACT WITH STRUCTURE SHOULD BE MADE BY DRY-PACKING

NON-SHRINK GROUT.

CONCRETE AND FORMWORK NOTES:

1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF

THE FOLLOWING (INCLUDING BUT NOT LIMITED TO) AMERICAN

CONCRETE INSTITUTE PUBLICATIONS:

a. ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR

BUILDINGS

b. ACI 304 - GUIDE FOR MEASURING, MIXING, TRANSPORTING AND

PLACING CONCRETE

c. ACI 311 - GUIDE FOR CONCRETE INSPECTION

d. ACI 315 - DETAILS AND DETAILING OF CONCRETE REINFORCEMENT

e. ACI 318 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE AND COMMENTARY

f. ACI 347 - GUIDE TO FORMWORK FOR CONCRETE

2. CONCRETE SHALL BE AS FOLLOWS:

a. CONCRETE F'C PSI @ 28 DAYS

i. FOUNDATIONS AND FOOTINGS NORMAL WEIGHT (145 PCF) F'C = 4000

PSI

ii. GRADE BEAMS NORMAL WEIGHT (145 PCF) F'C = 4000 PSI iii.EXTERIOR SLAB ON GRADE NORMAL WEIGHT (145 PCF) F'C = 4000 PSI iv.PADS FOR MEP EQUIP. NORMAL WEIGHT (145 PCF) F'C = 4000 PSI

v. ELEVATED SLABS, BEAMS NORMAL WEIGHT (145 PCF) F'C = 8000 PSI

3. ALL EXTERIOR EXPOSED CONCRETE SHALL BE AIR- ENTRAINED TO GIVE

THE CONCRETE AN AIR CONTENT OF 6 +/- 1 1/2% BY VOLUME. WATER

REDUCING PLASTICIZING ADMIXTURES MAY BE USED, PENDING

APPROVAL OF THE AOR, SOR AND LA.

4. NO CALCIUM CHLORIDE OR CHLORIDE ION PRODUCING ADD MIXTURE

SHALL BE USED IN ANY CONCRETE.

5. FORMWORK FOR ALL CONCRETE WHICH WILL BE EXPOSED IN

COMPLETED STRUCTURES SHALL BE CONSTRUCTED FROM A SUITABLE

PLASTIC SURFACED PLYWOOD WHICH WILL PRODUCE AN ACCEPTABLY

SMOOTH SURFACE. ALSO SEE THE SPECIFICATIONS.

6. THE CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS SHOWING THE

LOCATIONS OF ALL FORM TIES, CONSTRUCTION JOINTS, CURBS AND

SLAB DEPRESSIONS, IF ANY, AND DESCRIBE THE CONCRETE

PLACEMENT SEQUENCING. ALL CURBS SHALL BE REINFORCED WITH AT

LEAST (1) - #4 CONTINUOUS AND #3 AT 16" C/C DOWELS TO THE

STRUCTURE BELOW, UNO.

7. ALL CONSTRUCTION JOINTS SHALL BE WIRE BRUSHED AND CLEANED

IMMEDIATELY PRIOR TO PLACING NEW CONCRETE. ALLOW 24 HOURS

MINIMUM TO ELAPSE BETWEEN POURS.

8. SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL

INTERIOR FLOOR FINISHES, FLOOR DEPRESSIONS AND CURBS AND FOR

ALL WATERPROOFING/DAMPPROOFING DETAILS. SEE MEP DRAWINGS

FOR ADDITIONAL WALL AND/OR SLAB OPENINGS, AND EQUIPMENT PADS

NOT SHOWN ON THE STRUCTURAL DRAWINGS.

9. SLOPE CONCRETE SLABS, WHERE REQUIRED, DRAINS SHOWN ON THE

ARCHITECTURAL CIVIL AND/OR MEP.

10. CONCRETE PROTECTION FOR REINFORCING BARS SHALL BE AS

FOLLOWS:

a. FOOTINGS 3" CLEAR, SIDES AND BOTTOM

b. WALLS 2" CLEAR, OUTSIDE FACE, 1 1/2" CLEAR, INSIDE FACE

c. SLABS 1" CLEAR

d. PIERS 2" CLEAR TO TIES

REINFORCING STEEL NOTES:

1. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL

CONFORMING TO THE LATEST EDITION OF ASTM A 615, GRADE 60.

2. REINFORCING STEEL AT EXPOSED EXTERIOR CONCRETE SHALL BE

EPOXY COATED AND SHALL CONFORM TO THE LATEST EDITION OF

ASTM A775.

3. ALL WELDED WIRE FABRIC SHALL CONFORM TO THE STANDARDS OF

ASTM A 186. WELDED WIRE FABRIC AT EXTERIOR EXPOSED SLABS

SHALL BE EPOXY COATED AND SHALL CONFORM TO ASTM A775.

4. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED,

LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE

IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS

OUTLINED IN THE LATEST EDITIONS OF THE "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318, AND THE

"MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE

STRUCTURES", ACI 315. USE DIELECTRIC MATERIAL FOR BAR SUPPORTS

AND NYLON COATED TIE WIRE AT EPOXY COATED BARS.

5. ALL REINFORCING SPLICES SHALL BE LAP SPLICED WHERE NECESSARY

OR DESIRABLE BY WIRING TOGETHER IN CONTACT. SPLICE LENGTHS

SHALL CONFORM TO LATEST ACI AND CRSI CRITERIA FOR SIZE AND

TYPE OF REINFORCING STEEL AND CONCRETE COMPRESSIVE

STRENGTHS SPECIFIED.

6. ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) FULL MESH

PANELS AND TIED SECURELY. PROVIDE ADDITIONAL REINFORCING

WHERE SHOWN ON THE DRAWINGS. PLACE MESH 2" FROM THE TOP OF

THE SLAB. NO ELECTRICAL CONDUIT SHALL BE PLACED ABOVE THE

WELDED WIRE FABRIC IN SLABS-ON-GRADE.

7. NO REINFORCING STEEL SHALL BE WELDED IN ANY WAY UNLESS PRIOR

WRITTEN APPROVAL IS GIVEN BY THE AOR, SOR AND LA.

8. PROVIDE ADEQUATE BOLSTERS, HIGH CHAIRS, SUPPORT BARS, ETC. TO

MAINTAIN SPECIFIED CLEARANCES FOR THE ENTIRE LENGTH OF ALL

REINFORCING BARS. PROVIDE CONTINUOUS #4 SPACER BARS IN WALLS

AND SLABS TO SUPPORT DOWELS, AS REQUIRED.

9. CHECKED SHOP DRAWINGS SHOWING REINFORCEMENT DETAILS,

INCLUDING STEEL SIZES, SPACING AND PLACEMENT SHALL BE

SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.

PRE-CAST CONCRETE NOTES:

1. STRUCTURAL PRECAST ELEMENTS SHALL BE DESIGNED BY A

STRUCTURAL ENGINEER LICENSED IN THE JURISDICTION OF THE

PROJECT FOR THE SPAN AND LOADING CONDITIONS SHOWN ON THE

DRAWINGS AND IN ACCORDANCE WITH ALL APPLICABLE CODES.

2. PRECAST CONCRETE WORK WILL BE PERFORMED IN COMPLIANCE WITH

THE FOLLOWING PUBLISHED INDUSTRY STANDARDS:

a. ACI 301- SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR

BUILDINGS

b. ACI 318 - BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE

c. ACI 315 - DETAILS AND DETAILING OF CONCRETE REINFORCEMENT

d. PCI MNL-116 - MANUAL FOR QUALITY CONTROL FOR PLANTS AND

PRODUCTION OF PRE-CAST AND PRE-STRESSED CONCRETE

PRODUCTS

e. PCI MNL-117 - MANUAL FOR QUALITY CONTROL FOR PLANTS AND

PRODUCTION OF ARCHITECTURAL PRECAST CONCRETE PRODUCTS

f. PCI MNL-120 - PCI DESIGN HANDBOOK

g. PCI MNL-122 - ARCHITECTURAL PRECAST HANDBOOK

h. PCI MNL-123 - DESIGN AND TYPICAL DETAILS FOR CONNECTIONS FOR

PRECAST AND PRE-STRESSED CONCRETE.

i. AWS D1.1 - STRUCTURAL WELDING CODE - STEEL

j. AWS D1.4 - STRUCTURAL WELDING CODE - REINFORCING BARS

3. THE PRECAST MANUFACTURER SHALL BE RESPONSIBLE FOR THE FULL

COORDINATION OF ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL,

AND PLUMBING DETAILS AS THEY AFFECT THE PRECAST SYSTEM.

4. PRIOR TO ANY CORING, THE SIZE AND LOCATION OF CORES SHALL BE

COORDINATED WITH THE PRECAST MANUFACTURER.

5. PRIOR TO THE START OF FABRICATION, THE PRECAST MANUFACTURER

SHALL SUBMIT TO THE AOR, SOR AND LA, FOR INFORMATION ONLY,

CALCULATIONS OF THE DESIGN OF STRUCTURAL ELEMENTS AND

CONNECTIONS, AND, FOR REVIEW, DETAILED ENGINEERED SHOP

DRAWINGS SHOWING STRUCTURAL ELEMENTS, DETAILS, AND

CONNECTIONS.

6. ALL MILD REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60,

UNO. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 AND

SHALL BE W.W.F. 6X6-W1.4XW1.4, UNO.

7. ALL PRESTRESSING STEEL SHALL CONFORM TO ASTM A416, GRADE 250

OR 270. ALL STEEL EMBEDMENTS SHALL CONFORM TO ASTM A36.

8. PROVIDE A MINIMUM OF (4) PRESTRESSING STRANDS PER PLANK.

9. THERE SHALL BE NO FIELD CUTTING OF PRECAST ELEMENTS WITHOUT

THE PRIOR WRITTEN APPROVAL OF THE AOR, SOR AND LA.

10. THE PRECAST MANUFACTURER SHALL PROVIDE ALL WALL

ACCESSORIES AS REQUIRED.

STRUCTURAL STEEL NOTES:

1. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL

SHALL CONFORM TO THE LATEST EDITIONS OF ALL AISC AND AWS

SPECIFICATIONS AND CODES.

2. ALL STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL MEET THE

REQUIREMENTS OF ASTM A992, FY = 50 KSI, UNLESS NOTED

OTHERWISE. ALL STRUCTURAL STEEL PIPES AND TUBES SHALL MEET

THE REQUIREMENTS OF ASTM A500, GRADE B. ALL OTHER STRUCTURAL

STEEL SHAPES SHALL MEET THE REQUIREMENTS OF ASTM A36 UNO ALL

STEEL TO BE HOT DIP GALVANIZED.

3. ALL BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE

REQUIREMENTS OF ASTM A325 OR ASTM A440. ALL ANCHOR BOLTS

SHALL MEET THE REQUIREMENTS OF ASTM F1554, FY=36 KSI, UNO. ALL

FASTENERS TO BE HOT DIP GALVANIZED UNO.

4. ALL WELDING ELECTRODES SHALL BE E70XX, UNO. ALL WELDING SHALL

BE DONE BY QUALIFIED WELDERS AND SHALL CONFORM TO AWS "CODE

FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION", LATEST

EDITION.

5. SHOP CONNECTIONS MAY BE WELDED UNO. MINIMUM WELDS NOT

SHOWN ON THE DRAWINGS SHALL BE 1/4" FILLET WELDS ALL AROUND.

6. UNO ON THE DRAWINGS, ALL CONNECTIONS SHALL BE STANDARD

DOUBLE ANGLE SHEAR CONNECTIONS. ALL BOLTS SHALL BE MINIMUM

3/4" DIAMETER, ASTM A325. THE MINIMUM NUMBER OF VERTICAL ROWS

OF BOLTS SHALL BE AS BELOW, UNLESS NOTED OTHERWISE ON THE

DRAWINGS. IN CASES WHERE REACTIONS ARE NOT INDICATED,

PROVIDE AT LEAST 75% OF THE UNIFORM LOAD CARRYING CAPACITY

OF THE BEAM AS DETERMINED IN THE TABLES FOR "UNIFORM LOAD

CONSTANTS FOR BEAMS" IN THE AISC MANUAL OF STEEL

CONSTRUCTION, 14TH EDITION, OR THE REACTION FORCE WHEN

INDICATED ON THE DRAWING AS (F=X.X KIPS).

a. W6,W8, W10: (2) ROWS

b. W12 & W14: (3) ROWS

7. SEE SPECIFICATIONS FOR CONNECTIONS DESIGN RESPONSIBILITIES.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL

ERECTION PROCEDURES AND SEQUENCES WITH RELATION TO

TEMPERATURE DIFFERENTIAL AND TEMPORARY STRUCTURAL

STABILITY.

9. STEEL SHALL BE CLEANED OF RUST, LOOSE MILL SCALE AND OTHER

FOREIGN MATERIALS WHERE REQUIRED FOR PROPER FABRICATION,

FITTING UP OR WELDING.

10. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS

FOR THE WORK OF OTHER TRADES WITHOUT THE PRIOR WRITTEN

APPROVAL OF THE AOR, SOR AND LA.

11. REFER TO THE ARCHITECTURAL AND/OR MEP DRAWINGS FOR

ADDITIONAL STRUCTURAL AND MISCELLANEOUS STEEL

REQUIREMENTS. ALL EXTERIOR EDGE ANGLES, LINTELS AND SHELF

ANGLES SHALL BE STAINLESS STEEL OR GALVANIZED AFTER

FABRICATION. SEE SPECIFICATION FOR REQUIREMENTS.

DIMENSIONAL LUMBER:

1. ALL WOOD CONSTRUCTION SHALL CONFORM TO THE "NATIONAL DESIGN

SPECIFICATION FOR WOOD CONSTRUCTION," LATEST EDITION, BY THE

NATIONAL FOREST PRODUCT ASSOCIATION.

2. STRUCTURAL LUMBER SHALL HAVE THE FOLLOWING MINIMUM IN GRADE

UNIT STRESSES:

a. GRADE: STRUCTURAL SELECT, REFER TO SPECIFICATIONS FOR

SPECIES

i. FB = 1200 PSI

ii. FV = 160 PSI iii.FC = 1,200 PSI iv.⊥FC = 615 PSI

v. FT = 650 PSI vi.E = 1,400,000 PSI

3. ALL LUMBER SHALL HAVE AN AVERAGE MOISTURE CONTENT OF NOT

MORE THAN 19%.

4. BOLT HEADS & NUTS BEARING ON WOOD SHALL BE PROVIDED WITH

STANDARD CUT WASHERS.

5. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE

PRESSURE TREATED UNO.

6. MINIMUM NAILED CONNECTIONS FOR WOOD FRAMING MEMBERS SHALL

BE IN ACCORDANCE WITH REQUIREMENTS OF THE LATEST VERSION OF

THE APPLICABLE JURISDICTIONAL BUILDING CODES.

7. ALL STRUCTURAL WOOD EXPOSED TO THE ELEMENTS SHALL BE

PRESSURE TREATED UNO.

8. ALL CONNECTIONS THROUGH OR IN CONTACT WITH PRESSURE

TREATED WOOD SHALL BE MADE WITH CORROSION RESISTANT

FASTENERS.

9. ALL FASTENERS THROUGH OR IN CONTACT WITH TROPICAL

HARDWOODS TO BE TYPE 316 STAINLESS STEEL.

PLANTING PROTECTION AND REMOVAL NOTES:

1. PRIOR TO THE COMMENCEMENT OF PLANTING PROTECTION AND

REMOVAL SCOPE OF WORK, CONVENE A PRE-CONSTRUCTION

CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND

RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO

REVIEW WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN

TEAM, AHJ AND CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5

BUSINESS DAY NOTICE FOR ALL MEETINGS.

2. CONFIRM ALL PLANTING REMOVAL AND PROTECTION QUANTITIES AND

DIMENSIONS.

3. INSTALL PLANT PROTECTION FENCING PRIOR TO SITE WORK AND

MAINTAIN THROUGHOUT CONSTRUCTION PERIOD. NO STORAGE OF

MATERIALS, VEHICULAR ACCESS OR ANY OTHER CONSTRUCTION

ACTIVITIES PERMITTED WITHIN THE PLANT PROTECTION ZONE UNO.

4. ALL PLANT AND SITE PROTECTION FENCING TO BE INSTALLED PRIOR TO

HARDSCAPE DEMOLITION AND/OR CONSTRUCTION OPERATIONS.

5. ADJUST PLANT PROTECTION FENCING AS NEEDED THROUGHOUT

CONSTRUCTION OPERATIONS TO PROTECT CRITICAL ROOT ZONES OF

ALL TREES.

6. MARK ALL ROOT PRUNING LOCATIONS PRIOR TO EXECUTION FOR

REVIEW AND APPROVAL BY LA.

7. PROVIDE 2 INCH (AFTER SETTLING) MULCH LAYER WITHIN CRITICAL

ROOT ZONE OF EXISTING TREES AS MIN PROTECTION DURING

CONSTRUCTION OPERATIONS. COORDINATE WITH AOR AND LA FO

ADDITIONAL MEASURES IF CRITICAL ROOT ZONES NEED TO BE

ACCESSED FOR ANY REASON DURING CONSTRUCTION OPERATIONS.

MULCH LAYER TO BE A ¾ INCH SHREDDED DOUBLE PROCESSED

HARDWOOD BARK FINES.

8. PROVIDE TEMPORARY IRRIGATION FOR ALL EXISTING PLANT MATERIAL

AND MAINTAIN THROUGHOUT CONSTRUCTION OPERATIONS. PROVIDE IN

SUCH A MANNER AS TO NOT IMPACT EXISTING ROOT SYSTEMS OF

PLANT MATERIAL.

9. REMOVE ALL EXISTING TREE AND SHRUB STUMPS AND ROOTS THAT

IMPACT WORK. GRIND OUT STUMPS TO A MINIMUM DEPTH OF 18".

BRING TO FINISH GRADE PRIOR TO COMPLETION OF WORK.

10. REMOVE MULCH, LAWN, AND PLANTING BEDS AND EXCAVATE EARTH TO

COORDINATE WITH GRADING, EARTHWORK AND SITE IMPROVEMENTS.

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SUB SHEET NO.

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TITLE OF SHEET

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OF

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SHEET

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DATE:

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TECH. REVIEW:

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DESIGNED:

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JC/RR

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YT/JR

AutoCAD SHX Text 07/19/19

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PULLMAN STATE HISTORIC SITE

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CHICAGO, ILLINOIS

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10/4/2018 9:51:45 AM

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GENERAL NOTES

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SLEEVING NOTES:

1. PRIOR TO THE COMMENCEMENT OF SLEEVING WORK, CONVENE A PRE-CONSTRUCTION

CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED AND RELEVANT

DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW WORK SCOPE,

SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND CONTRACTORS.

CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL MEETINGS.

2. CONFIRM ALL SLEEVING QUANTITIES AND DIMENSIONS.

3. PROVIDE UTILITY AND/OR IRRIGATION SLEEVES AT ANY LOCATIONS UTILITY AND/OR

IRRIGATION LINES REQUIRE CONECTION THROUGH STRUCTURES, WALLS, UNDER

PAVING, ETC. SLEEVES TO BE CLASS 200 PVC AND BE SIZED MINIMALLY TO BE TWICE

THE CUMULATIVE PIPE SIZE OF THE INTENDED UTILITY/IRRIGATION LINES TO BE

LOCATED INSIDE.

4. STAKE OR FLAG ENDS OF ALL SLEEVE LOCATIONS AND MAINTAIN THROUGHOUT

CONSTRUCTION OPERATIONS.

5. PROVIDE DETECTABLE UNDERGROUND MARKING TAPE FOR ALL SLEEVING LOCATIONS

AND UTILTITY AND IRRIGATION RUNS AS NOTED IN SPECS.

6. SEPARATE ELECTRICAL AND AUDIO WIRE RUNS IN SEPARATE SLEEVES.

7. WATER AND/OR IRRIGATION SUPPLY RUNS TO BE LOCATED IN SEPERATE SLEEVES

THAN OTHER UTILITIES.

HARDSCAPE NOTES:

1. PRIOR TO THE COMMENCEMENT OF HARDSCAPE SCOPE OF WORK, CONVENE A

PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED

AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW

WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND

CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL

MEETINGS.

2. CONFIRM ALL HARDSCAPE QUANTITIES AND DIMENSIONS.

3. STAKE AND PAINT OUT ALL STRUCTURE EXTENTS AND FOOTING LOCATIONS, WALL

FACES/BACKS, STAIR LOCATIONS, CURB FACES/BACKS AND PAVING EDGES PER PLANS

FOR AOR AND LA REVIEW AND APPROVAL PRIOR TO EXCAVATION AND INSTALLATION.

ADJUST ANY LAYOUT MODIFICATIONS BY AOR AND LA AT NO ADDITIONAL COST TO THE

OWNER. ALL SURVEY AND LAYOUT COSTS BY CONTRACTOR.

4. ESTABLISH APPROVED LAYOUT LINES AND GRADES AND MAINTAIN THROUGH

CONSTRUCTION FOR VERIFICATION BY AOR AND LA. ALL LINES TO BE STRAIGHT AND

TRUE, ALL CURVES SHALL BE SMOOTH AND NON-FACETED WITH BOTH IN ACCORDANCE

WITH THE PLANS AND APPROVED FIELD LAYOUT BY AOR AND LA.

5. FOR PRECISION OF LAYOUT REQUIREMENTS SEE SPECS. ALL EDGES OF HARDSCAPE

ELEMENTS TO BE PAINTED AND MAINTAINED FOR AOR AND LA REVIEW AND APPROVAL

PRIOR TO FORMING. ALL FORMING AND REINFORCEMENT TO BE REVIEWED AND

APPROVED BY AOR AND LA PRIOR TO POURING.

6. MATCH LINE AND GRADE OF PAVEMENT, LAWN AND PLANTING AREAS TO EXISTING

ADJACENT AREAS.

7. TRANSITION SMOOTHLY BETWEEN DIFFERENT SLOPES WITHOUT ABRUPT CHANGES IN

SLOPE. REFER TO GRADING PLAN.

8. GRADE ALL HARDSCAPE SURFACES TO A MAXIMUM 5% SLOPE WITH A MAXIMUM CROSS

SLOPE OF 2% AND A MINIMUM SLOPE OF 1%. SLOPE ALL PAVEMENT TO DRAIN.

9. ADJUST UTILITY STRUCTURES TO MEET FINISH GRADE.

10. LAYOUT CONTROL JOINTS AT A MAX 5' OC AND EXPANSION JOINTS AT A MAX 30' OC UNO.

IF PAVEMENT IS ARCED, LAYOUT CONTROL JOINTS EQUALLY ALONG LENGTH OF ARCH

AND PERPENDICULAR TO CENTERLINE OF ARC UNO.

11. ALL CONTROL JOINTS AND EXPANSION JOINTS ARE PERPENDICULAR AND PARALLELL TO

BUILDING FAÇADE UNO.

12. CLEARLY MARK ALL VISIBLE SAW CUT CONTROL JOINTS PRIOR TO CUTTING FOR REVIEW

AND APPROVAL BY AOR AND LA.

13. ALL EXPOSED VERTICAL CONCRETE EDGES TO BE CHAMFERED 1/2”, 45̊ UNO.

14. REFER TO SPECIFICATIONS FOR PAVEMENT REPAIR AND RESTORATION CRITERIA.

15. SET BOULDERS OR ANY OTHER STONE ELEMENTS OR FEATURES PRIOR TO PLACING

ADJACENT HARDSCAPES. PROVIDE EXPANSION JOINT BETWEEN VERTICAL ELEMENTS

AND ADJACENT HORIZONTAL SURFACES. COORDINATE WITH AOR AND LA IN FIELD

PRIOR TO FINAL PLACEMENT OF BOULDERS.

16. COORDINATE REQUIREMENTS OF FOUNDATIONS FOR UTILITIES, LIGHITNG, IRRIGATION

AND SITE FURNISHINGS SCOPE IN CONJUCTION WITH ALL HARDSCAPE OPERATIONS.

17. FOR HARDSCAPE DETAILS, SEE SHEET(S) L10.4-L10.7.

LIGHTING NOTES:

1. PRIOR TO THE COMMENCEMENT OF LIGHTING SCOPE OF WORK, CONVENE A

PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED

AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW

WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND

CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL

MEETINGS.

2. SHOP DRAWING SUBMITTALS SHALL INCLUDE LAMP INFORMATION SHEETS ALONG WITH

FIXTURE INFORMATION SHEETS.

3. SHOP DRAWING SUBMITTALS SHALL BE PREPARED BY MANUFACTURERS AND/OR

MANUFACTURERS REPRESENTATIVES.

4. VERIFY MOUNTING CONDITIONS, CLEARANCES AND STRUCTURAL SUSPENSION SYSTEM

PRIOR TO FIXTURE PROCUREMENT.

5. ALL CIRCUITS ARE 2-WIRE, NO COMMON NEUTRALS

6. ALL FIXTURE SUBSTITUTIONS MUST BE APPROVED BY AOR AND LA PRIOR TO BID.

7. STAKE ALL LIGHTING LOCATIONS FOR REVIEW AND APPROVAL BY AOR AND LA PRIOR TO

PLANTING. PROVIDE LA WITH A MINIMUM OF 5 BUSINESS DAYS NOTICE PRIOR TO

REVIEW.

8. WORK CAREFULLY WITHIN THE DRIP LINES OF EXISTING TREES SCHEDULED TO REMAIN

TO LIMIT IMPACT TO EXISTING ROOT SYSTEMS. HAND EXCAVATE ONLY IN CRITICAL

ROOT ZONES, NO TRENCHING.

9. COORDINATE ALL LIGHTING FOUNDATIONS WITH GRADING PLAN. TOP OF FOUNDATIONS

TO BE NO MORE THAN 1 INCH ABOVE ADJACENT GRADE UNO. COORDINATE WITH AOR

AND LA FOR ANY UNIQUE CONDITIONS.

10. ALL FEEDS AND WIRING TO BE CONCEALED FROM VIEW OR WHERE POSSIBLE

CONCEALED WITHIN STRUCTURES UNO.

11. CONTRACTOR IS RESPONSIBLE FOR SYSTEM REPAIRS AND ADJUSTMENT UNTIL

SUBSTANTIAL COMPLETION AND FINAL ACCEPTANCE.

12. FOR LIGHTING DETAILS, SEE SHEET(S) L10.10.

IRRIGATION NOTES:

1. PRIOR TO THE COMMENCEMENT OF IRRIGATION SCOPE OF WORK, CONVENE A

PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED

AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW

WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND

CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL

MEETINGS.

2. CONFIRM ALL IRRIGATION QUANTITIES AND DIMENSIONS.

3. CONTRACTOR IS REPONSIBLE FOR COORDINATING IRRIGATION INSTALLATION WITH ALL

OTHER TRADES. REFER TO IRRIGATION SHEET(S) FOR IRRIGATION DESIGN.

4. FOR DELEGATED IRRIGATION DESIGN, SEE SPECIFICATIONS. LOW THROW SPRAY

SYSTEM SHALL BE SPECIFIED IN LIEU OF DRIPLINE UNO OR APPROVED BY LA.

5. DELEGATED IRRIGATION SYTEM TO BE DESIGNED FOR 100% IRRIGATION COVERAGE OF

ALL PLANTINGS, LAWN AND GREEN ROOF AREAS UNO. ZONE SYSTEMS ACCORDINGLY

SEPERATING TREE RINGS, PLANTING, LAWN AND ROOF AREAS.

6. DELEGATED IRRIGATION SYSTEM DESIGN TO BE REVIEWED AND APPROVED BY

IRRIGATION CONSULTANT AND/OR AOR AND LA PRIOR TO INSTALLATION.

7. CONTACT ALL UTILTIES AND GENERAL CONTRACTOR AT LEAST 5 BUSINESS DAYS PRIOR

TO START OF CONSTRUCTION OPERATIONS.

8. MAINTAIN ALL CODES REQUIRED BY LOCAL AUTHORITIES.

9. COORDINATE ELECTRICAL HOOKUP WITH AOR, LA, GENERAL CONTRACTOR,

ELECTRICIAN AND OWNER.

10. STATIC PRESSURE READ, PROVIDED BY OTHER UNO. IF PSI IS NOT 75 PSI, NOTIFY AOR, LA AND OWNER.

11. COORDINATE ALL SLEEVES AND PENETRATIONS WITH AOR, LA, GENERAL CONTRACTOR.

IRRIGATION CONTRACTOR IS RESPONSIBLE FOR BORES, SLEEVES AND/OR

PENETRATIONS RELATED TO THE IRRIGATION DESIGN.

12. PROVIDE SLEEVING UNDER ROADS, DRIVES, PAVING, WALLS, ETC. SLEEVE WIRE AND

PIPING SEPERATELY, COORDINATE AS NECESSARY FOR ZONING REQUIREMENTS. ALL

WIRING TO BE SLEEVED IN MIN 2 INCH SLEEVE.

13. COORDINATE ALL LOCATIONS OF CONTROL AND JUNCTION BOXES IN PLANTING BEDS

(NOT LAWN) WHEREVER POSSIBLE. IF BOXES ARE REQUIRED IN LAWNS COORDINATE

LOCATIONS WITH AOR AND LA PRIOR TO INSTALLATION. ALIGN ALL BOXES WITH

ADJACENT CURBS, WALKS OR WALLS A MINIMUM OF 12 INCHES OFF BACK OF ADJACENT

HARDSCAPE EDGE. GROUP BOXES WHEN APPROPRIATE.

14. COORDINATE ALL BOXES, LINES AND HEADS WITH LOCATIONS OF THE PROPOSED

PLANT MATERIAL. DO NOT INSTALL ANY IRRIGATIONS ITEMS THAT WILL INTERFERE WITH

PROPOSED PLANT LOCATIONS. CONTRACTOR TO BRING ANY CONFLICTS TO THE

ATTENTION OF LA PRIOR TO INSTALLATION.

15. IRRIGATION LINES AND HEADS ARE SCHEMATIC. FIELD ADJUSTMENTS MAY BE

REQUIRED BASED ON EXISTING CONDITIONS AND/OR AS THE SYSTEM INTERFACES WITH

THE PLANTINGS.

16. CAP OR PLUG ALL OPENINGS AS SOON AS LINES ARE INSTALLED TO PREVENT DEBRIS IN

THE LINE.

17. INSTALL ALL PIPING AND FITTINGS USING GLUE METHODS CONSISTENT WITH

MANUFACTURER'S RECOMMENDATIONS.

18. ALL GASKETED PRESSURE PIPE AND FITTINGS SHALL BE THRUST BLOCKED. NO

CONCRETE PREFORMED BLOCKS WILL BE ALLOWED.

19. MAINLINE PIPING SHALL BE INSTALLED AT MIN DEPTH OF 10 INCHES TO THE TOP OF PIPE

FROM FINISHED GRADE.

20. LATERAL LINES SHALL BE INSTALLED AT MIN DEPTH OF 10 INCHES TO THE TOP OF PIPE

FROM FINISHED GRADE.

21. THOROUGHLY FLUSH ALL LINES PRIOR TO THE OPERATION OF SPRINKLER HEADS.

22. INSTALL WIRES A MIN OF 8 INCHES BELOW FINISHED GRADE. SPLICES ARE NOT

ALLOWED IN TRENCH. PROVIDE A 24 INCH EXPANSION LOOP AT EACH CHANGE IN

DIRECTION. 5 FEET OF EXCESS DECODER WIRE IS TO BE AT EACH DECODER LOCATION

FOR EASE OF ACCESS.

23. THE IRRIGATION SYSTEM SHALL BE TESTED AT OPERATING PRESSURE FOR A MIN OF 4

HOURS. REPAIR ALL LEAKS AND RETEST AFTER CURING.

24. UPON COMPLETION OF TEST, COMPLETE ASSEMBLY OF ALL EQUIPMENT AND

SPRINKLERS FOR PROPER DISTRIBUTION.

25. PROVIDE AS BUILT DRAWINGS SHOWING ALL COMPONENTS OF THE SYSTEM AND THEIR

FINAL LAYOUT PRIOR TO FINAL PAYMENT. PROVIDE FINAL GPM OF ZONES, WIRE RUNS,

HEADS, VALVES, PIPE SIZES, ETC.

26. CONTRACTOR IS RESPONSIBLE FOR SYSTEM REPAIRS AND ADJUSTMENT UNTIL

SUBSTANTIAL COMPLETION AND FINAL ACCEPTANCE.

27. FOR IRRIGATION DETAILS, SEE SHEET(S) XXXX.

28. FOR IRRIGATION SCHEDULE, SEE SHEET(S) XXXX.

SOIL NOTES:

1. CONFIRM ALL SOIL QUANTITIES AND DIMENSIONS.

2. BASE SOIL MIX SHALL BE AS FOLLOWS:

a. PLANTING TOPSOIL, EITHER EXISTING ON SITE OR IMPORTED, TO BE USED FOR

NEW PLANTING SOILS ACROSS THE ENTIRE SITE SHALL MEET THE FOLLOWING

CRITERIA (AMEND AS NECESSARY TO MEET SPEC):

i. CLAY VALUE NOT TO EXCEED (IDEAL RANGE 10-15%).

ii. SAND VALUE (IDEAL RANGE 60-70%) SAND VALUES SHALL BE MOSTLY MEDIUM TO

COURSE ON THE .25 AND .50 SIEVE.

iii. REMAINDER TO BE SILT (IDEAL RANGE 15-30%)

iv. ORGANIC MATTER NOT LESS THAN 3.5% AND NOT MORE THAN 5%

b. LAWN TOPSOIL, EITHER EXISTING ON SITE OR IMPORTED, TO BE USED FOR NEW

PLANTING SOILS ACROSS THE ENTIRE SITE SHALL MEET THE FOLLOWING CRITERIA

(AMEND AS NECESSARY TO MEET SPEC):

i. CLAY VALUE NOT TO EXCEED 25% (IDEAL RANGE 5-25%).

ii. SAND VALUE (IDEAL RANGE 25-50%) SAND VALUES SHALL BE MOSTLY MEDIUM TO

COURSE ON THE .25 AND .50 SIEVE.

iii. REMAINDER TO BE SILT (IDEAL RANGE 25-50%)

iv. ORGANIC MATTER NOT LESS THAN 3.5% AND NOT MORE THAN 5%

3. AMENDMENTS FOR PLANTING MIXES:

a. MIXED SOIL AMENDMENTS (4” DEPTH PROFILE TILLED INTO THE PROPOSED SOIL

PROFILE DEPTH):

i. 4 PARTS AGED PINE FINES

ii. 4 PARTS COURSE SAND

iii. 2 PARTS COMPOSTED RICE HULLS

b. PLACED SOIL AMMENDMENTS:

i. GYPSUM-50#/1000 SF

ii. UMAXX UREA-4#/1000 SF

iii. POTASSIUM SULFATE-5#/1000SF

iv. MONO-AMMONIUM PHOSPHATE-21#/1000SF

4. AMENDMENTS FOR LAWN MIXES:

a. MIXED SOIL AMMENDMENTS:

i. N/A

b. PLACED SOIL AMMENDMENTS:

i. GYPSUM-50#/1000 SF

ii. UMAXX UREA-4#/1000 SF

iii. POTASSIUM SULFATE-5#/1000SF

iv. MONO-AMMONIUM PHOSPHATE-21#/1000SF

5. PROVIDE MULTIPLE SEPARATE SOURCES FOR INITIAL TESTING IN HOPE TO MINIMIZE

THE NEED FOR ADDITIONAL SOIL AMENDMENTS.

6. PROVIDE 1 QUART SAMPLE ALONG WITH TESTING DATA FOR AOR AND LA REVIEW AND

APPROVAL PRIOR TO FINAL PROCUREMENT AND PLACEMENT.

7. PLANTING MIX SHALL BE LOOSELY MIXED WITH A LOADER BUCKET AS FOLLOWS AND AS

NECESSARY TO MEET SPEC: MIX “MIXED” SOIL AMENDMENTS TOGETHER SEPARATELY IN

THE CORRECT PROPORTION. ADD SOIL AMENDMENTS BLEND TO UNSCREENED

TOPSOIL. USE A PUSH AND DRAG MOTION WITH THE LOADER BUCKET, MIX THE

COMPONENTS. DO NOT OVER MIX. USE TECHNIQUES THAT PRESERVE SOIL PEDS IN THE

FINAL MIX.

8. LAWN MIX TO BE APPROVED TOPSOIL WITHOUT AMENDMENTS UNO.

9. PRIOR TO PLACEMENT SCARIFY/FRACTURE SUB-GRADE AND VERTICAL EDGES OF

PLANTING SOIL EXCAVATIONS.

10. IMPORT SOIL TO MEET PROPOSED GRADES AFTER SETTLING. TOP OF SOIL PROFILE TO

MEET 85% MODIFIED PROCTOR AFTER SETTLING.

11. PROVIDE TEST RESULTS FOR EVERY 1000 YARDS OF PLACED SOIL TO ENSURE ALL SOIL

CONFORMS TO APPROVED PARAMETERS.

12. ONCE PLACED, SOIL PROFILES SHOULD BE PROTECTED FROM COMPACTION. SOIL

PROFILES AFFECTED BY COMPACTION SHOULD BE REMOVED AND REPLACED OR

AMENDED IN PLACE UNDER THE REVIEW OF AOR AND LA.

PLANTING NOTES:

1. PRIOR TO THE COMMENCEMENT OF PLANTING SCOPE OF WORK, CONVENE A

PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED

AND RELEVANT DESIGN TEAM MEMBERS, SUBCONTRACTORS AND AHJ TO REVIEW

WORK SCOPE, SCHEDULE AND TO REVIEW Q&A BY DESIGN TEAM, AHJ AND

CONTRACTORS. CONTRACTOR TO PROVIDE MINIMUM 5 BUSINESS DAY NOTICE FOR ALL

MEETINGS.

2. CONFIRM ALL PLANTING QUANTITIES AND DIMENSIONS. QUANTITIES PROVIDED ARE FOR

THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR TO VERIFY IMPLIED

COVERAGE ON THE PLANTING PLANS. CONTRACTOR TO BRING ANY DISCREPANCIES TO

THE ATTENTION OF THE LA AT THE TIME OF BID.

3. ALL PLANT MATERIAL TO BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE CODES

AND ORDINANCES.

4. OBTAIN PERMIT FROM CITY AHJ FOR ANY TREES REMOVED OR REPLACED IN THE

PUBLIC ROW IF APPLICABLE.

5. OBTAIN A PERMIT TO REMOVE, SPRAY OR OTHERWISE AFFECT THE GENERAL HEALTH

OR STRUCTURE OF EXISTING OR NEW TREES AND/OR OTHER PLANT MATERIAL.

6. EXISTING TREES/FENCING TO BE PROTECTED SHALL BE PROTECTED WHILE PROJECT IS

UNDER CONSTRUCTION AND WILL BE REPLACED IF DAMAGED BY CONTRACTOR.

7. TAKE GREAT CARE NOT TO DAMAGE EXISTING OR NEW TREES OR OTHER PLANT

MATERIAL DURING EXCAVATION, PLANTING AND OTHER CONSTRUCTION OPERATIONS.

SEEK AOR AND LA APPROVAL TO WORK WITHIN THE DRIP LINE OF EXISTING TREES.

8. TAKE GREAT CARE WHEN WORKING WITHIN THE DRIP LINE OF ANY TREE IF APPROVED

BY AOR AND LA. WHEN TRENCHING WITHIN DRIP LINES OF ANY TREE, OPERATIONS

SHOULD BE CONDUCTED BY HAND WORKING IN A WHEEL AND SPOKE MANNER

WORKING FROM THE TRUNK OF THE TREE OUTWARD. DAMAGED OR TORN ROOTS

SHOULD BE IMMEDIATELY REPAIRED WITH A SMOOTH, CLEAN CUT. TAKE GREAT CARE

DURING TILLAGE OPERATIONS WITHIN SPECIFIED TREE PROTECTION ZONES OF TREES

TO REMAIN. WHEN MAJOR ROOTS ARE ENCOUNTERED EXCAVATE BY HAND TO AVOID

DAMAGE TO ROOT SYSTEM.

9. ALL PLANT MATERIAL TO BE SPECIMEN QUALITY, WELL MATCHED IN FORM, NURSERY

GROWN, SOUND, HEALTHY, VIGOROUS AND FREE OF INSECTS, DISEASE AND INJURIES

WITH HABIT OF GROWTH THAT IS TYPICAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO

OR GREATER THAN THOSE NOTED ON THE PLANT LIST(S). DO NOT PROCEED WITH

PLANTING INSTALLATION UNLESS LA HAS APPROVED ALL PLANT MATERIAL. ALL B&B

MATERIAL TO BE OBTAINED FROM NURSERIES WITH SIMILAR SOIL CONDITIONS AS THE

PROJECT SITE.

10. PROVIDE AOR AND LA WITH PLANT LIST AND INTENDED NURSERY SUPPLIERS FOR EACH

ITEM TO LA WITHIN 30 DAYS OF AWARD OF CONTRACT. ANY UNAVAILABLE PLANT

MATERIAL SHOULD BE NOTED AT THAT TIME. AOR AND LA RESERVES THE RIGHT TO

ASSIST IN PLANT SOURCING AS NECESSARY. PROVIDE AOR AND LA WITH SUBSTITUTION

LIST IN THE EVENT PROPOSED MATERIALS ARE UNAVAILABLE PRIOR TO PROCUREMENT

FOR FINAL REVIEW AND APPROVAL.

11. COORDINATE NURSERY SELECTION AND TAGGING WITH AOR AND LA. AOR AND LA

RESERVES THE RIGHT TO ACCEPT OR REJECT ANY AND ALL PLANT MATERIAL AS IT

RELATES TO THE REQUIREMENTS IN THE SPECIFICATIONS. AOR AND LA RESERVES THE

RIGHT TO REJECT PLANT MATERIAL IF DAMAGED OR UNHEALTHY UPON ARRIVAL TO THE

PROJECT SITE EVEN AFTER INITIAL APPROVAL.

12. PROVIDE IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING COMMON

AND BOTANICAL PLANT NAMES FOR AT LEAST ONE PLANT OF EACH UNIQUE SPECIES

DELIVERED TO THE SITE.

13. PRIOR TO PLANTING INSTALLATION, VERIFY PLANTING AREAS ARE GRADED AT =/-0.1

FEET TO FINISHED GRADE.

14. CONFIRM PLANTING AREAS ARE MIN 4 INCHES BELOW FINISH FLOOR ELEVATION UNO.

15. FINISHED GRADE OF PLANTING AREAS TO MEET ADJACENT HARDSCAPES 2 INCHES

BELOW ELEVATION OF HARDSCAPES UNO.

16. IF PLANTING PITS ARE MACHINE EXCAVATED AND GLAZING IS PRONOUNCED, SCARIFY

ALL SIDES.

17. REMOVE ALL ROCK AND DEBRIS 1 INCH AND LARGER FROM PLANTING AREAS. LEGALLY

DISPOSE ALL EXCESS MATERIALS RESULTING FROM THE WORK.

18. WITHIN PLANTING EXCAVATIONS, REMOVE CRUSHED AGGREGATE TO AN ADEQUATE

DEPTH TO ENSURE THAT NO PART OF THE PLANT MATERIAL OR FUTURE EXTENTS OF

ROOT SYSTEM IS IN CONTACT OR AFFECTED BY THE LIME OR LIMESTONE WITHIN THE

AGGREGATE. FOR CRUSHED AGGREGATE PROPOSED WITHIN THE AREAS OF EXISTING

ROOT SYSTEMS CONTRACTOR TO UTILIZE NON-LIMESTONE MATERIAL, CONTRACTOR TO

PROVIDE CUT SHEET SUBMITTAL FOR AOR AND LA REVIEW.

19. STAKE ALL TREES AND FLAG ALL SHRUB LOCATIONS FOR REVIEW AND APPROVAL BY

AOR AND LA PRIOR TO PLANTING. PROVIDE LA WITH A MINIMUM OF 5 BUSINESS DAYS

NOTICE PRIOR TO REVIEW.

20. SET ALL TREES AND SHRUBS ON TOP OF FINISHED GRADE PER APPROVED STAKED AND

FLAGGED LOCATIONS FOR FACING AND FINAL APPROVAL BY AOR AND LA PRIOR TO

PLANTING.

21. FOR ALL GRASSES, PERENNIALS, GROUNDCOVER AND ANNUALS, SET OUT PLANT

MATERIAL ON TOP OF PROPOSED GRADE FOR AOR AND LA REVIEW PRIOR TO PLANTING

IN ACCORDANCE WITH PLANTING PLANS. AOR AND LA RESERVE THE RIGHT TO MODIFY

THEPLANTINGS AS NEEDED.

22. INSTALL ALL PLANT MATERIAL IN ACCORDANCE WITH THE DETAILS AND

SPECIFICATIONS.

23. REMOVE ALL PLANT TYING MATERIAL AND MARKING TAPES AT THE TIME OF PLANTING.

LEAVE AOR AND LA NURSERY SEALS IN PLACE FOR THE DURATION OF THE SPECIFIED

WARRANTY PERIOD.

24. FOR B&B MATERIAL, REMOVE TOP 1/3 OF METAL CAGE AND BURLAP FROM ROOT BALL

AND PROPERLY DISPOSE. DO NOT FOLD DOWN, CAGE MUST BE REMOVED. IMMEDIATELY

REPORT ANY DAMAGE TO ROOT BALLS OR PLANTS TO AOR AND LA.

25. FOR CONTAINER MATERIAL WHERE APPLICABLE LOOSEN ROOT MASS BY HAND OR IF

REQURIED BY CUTTING (4) 1 INCH DEEP VERTICAL SLITS EVENLY SPACED AROUND

ROOT BALL OF PLANT PRIOR TO PLANTING. REPEAT SLITS IN X PATTERN ON BOTTOM OF

ROOT MASS.

26. ROOT FLARE OF PLANTS TO BE SET MIN AT FINISHED GRADE OR NO MORE THAN 3

INCHES ABOVE FINISHED GRADE.

27. ROOT FLARE OF PLANTS INSTALLED IMMEDIATELY ADJACENT TO HARDSCAPE TO BE

PLANTED NO MORE THAN 1 INCH ABOVE FINISHED GRADE TO ENSURE SMOOTH

TRANSITION TO HARDSCAPE.

28. FOR PERENNIALS AND GROUNDCOVERS, PLANT 1 INCH ABOVE SOIL PROFILE TO

ACCOMADE MULCH LAYER.

29. DURING BACKFILL OF ALL PLANTS (WITH THE EXCEPTION OF SOD AND SEEDED LAWNS)

SUPPLEMENT BACKFILL WITH PLANTING SOIL SUPPLEMNTS AS NOTED IN THE SPECS.

REFER TO MANUFACTURER REQUIREMENTS FOR INSTALLATION.

30. DO NOT ALLOW AIR POCKETS TO FORM IN SOIL WHILE BACKFILLING.

31. TREE STAKING AND GUYING TO BE REVIEWED WITH AOR AND LA WHEN DEEMED

NECESSARY PRIOR TO INSTALLATION.

32. ALL NEWLY INSTALLED PLANT MATERIAL SHALL BEAR THE SAME RELATIONSHIP TO THE

NEW GRADE AS THEY BORE TO NURSERY GRADES UNO.

33. WATER AND MAINTAIN PLANT MATERIAL WHILE BEING STORED ON SITE, IMMEDIATELY

AFTER PLANTING AND UNTIL FINAL ACCEPTANCE.

34. ALL PLANTINGS BED EDGES TO HAVE A SPADED EDGE UNO. BOTTOM OF SPADED EDGE

TO BE 2 INCHES BELOW THATCH OR ADJACENT HARDSCAPE SURFACE.

35. PROVIDE 2 INCH (AFTER SETTLEMENT) OF MULCH OVER ALL PLANTING BEDS UPON

COMPLETION OF PLANTING OPERATIONS. MULCH TO BE AS FOLLOWS:

a. TREES AND SHRUBS:

i. SHREDDED DOUBLE PROCESSED HARDWOOD BARK MULCH

b. ORNAMENTAL GRASSES, PERENIIALS AND GROUNDCOVERS:

i. A 50/50 BLEND OF ¾ INCH SHREDDED DOUBLE PROCESSED HARDWOOD BARK

FINES AND ¾ INCH PINE BARK FINES UNO.

36. PRUNE AND MAINTAIN ALL PLANTINGS IN SITE TRIANGLES TO A HEIGHT BELOW 18

INCHES OR ABOVE 7 FEET AS REVIEWED AND APPROVED BY AOR AND LA.

37. PRUNE ALL TREES WITHIN OR IMMEDIATELY ADJACENT TO DRIVES AND WALKS TO A MIN

7 FOOT CBH.

38. SOD IS TO BE CUT WITH 1 INCH OF SOIL UNO.

39. DO NOT ALLOW SOD TO BE ROLLED UP FOR A PERIOD LONGER THAN 12 CONSECUTIVE

HOURS.

40. AOR AND LA TO APPROVE FINE GRADING OF LAWN SOIL PRIOR TO SOD INSTALLATION.

41. SCARIFY LAWN SOIL 1/2 INCH PRIOR TO INSTALLATION AND APPROVED BY LA.

42. ALTERNATE SOD SEAMS TO ELIMINATE CONTINUOUS SEAMS, OVERLAPPING ADJACENT

SOD PANEL BY ½ FOR SMALL ROLL SOD.

43. INSTALL AND MAINTAIN SOD TO ELIMINATE LUMPS IN SURFACE AND SEAMS.

44. SOD TO MEET ALL ADJACENT HARDSCAPE SURFACES FLUSH WITH TOP OF THATCH

LAYER.

45. ROLL SOD WITH APPROPRIATELY SIZED ROLLER TO PROVIDE PROPER SOD TO SOIL

INTERFACE.

46. COMPLETELY WATER IN SOD DEEPLY IMMEDIATELY AFTER ROLLING.

47. PROTECT SEEDED AREAS AND SLOPES AGAINST EROSION AND SEED LOSS DUE TO

BIRDS AND OTHER WILDLIFE BY APPLYING SHORT TERM, BIODEGRADEABLE EROSION

CONTROL BLANKETS, MATS, AND/OR NETTING AFTER COMPLETION OF SEEDING

OPERATIONS. ADHERE TO MANUFACTURER'S REQUIREMENTS FOR REQUIRED

PLACEMENT AND STAKING.

48. PRUNING OPERATIONS SHOULD FOLLOW APPLICABLE ANSI STANDARDS UNO. UPON

COMPLETION OF WORK UNDER THIS CONTRACT, PRUNE AND REPAIR INJURIES TO ALL

PLANTS. LIMIT AMOUNT OF PRUNING TO MINIMUM NECESSARYTO REMOVE INJURED OR

DAMAGED BRANCHES, TWIGS AND STEMS AND TO COMPENSATE FOR THE LOSS OF

ROOTS AS A RESULT OF TRANSPLANTING OPERATIONS. PRUNE IN SUCH A MANNER AS

NOT TO CHANGE NATURAL HABIT OR SHAPE UNO. ALL HEDGE PRUNING TO BE

COMPLETED UNDER THE REVIEW BY AOR AND LA.

49. DURING PUNCH LIST REVIEW, COORDINATE WITH AOR AND LA TO REVIEW AESTHETIC

PRUNING NEEDS FOR ALL PLANTS. AOR AND LA TO MARK (WITH YELLOW RIBBON) OR

SELF CONDUCT AESTHETIC PRUNING WITH CONTRACTOR AS PART OF THE

SUBSTANTIAL COMPLETION REVIEW.

50. WARRANTY ALL PLANT MATERIAL FOR A MIN PERIOD OF 1 YEAR FROM FINAL

ACCEPTANCE UNO IN THE SPECIFICATIONS. REMOVE AND REPLACE PLANTS AS

DETERMINED BY LA TO BE SIGNIFICANTLY UNHEALTHY OR DEAD PER THE CRITERIA SET

FORTH IN THE SPECS. CONDUCT REPLACEMENTS DURING THE APPROPRIATE PLANTING

SEASON AS DETERMINED BY THE LOCAL CLIMATE AND INDUSTRY STANDARDS.

REPLACEMENTS SHOULD CONFORM TO THE CRITERIA SHOWN AND SPECIFIED. SEE

SPECS FOR ALL MAINTENANCE REQUIREMENTS. SIZE, CHARACTER AND FORM OF ALL

REPLACEMENTS TO BE SIMILAR TO THE ORIGINAL APPROVED MATERIAL AND APPROVED

BY THE AOR AND LA.

51. ALL PLANT MATERIAL IS SHOWN AS ANTICIPATED SIZE AT INSTALLATION. PLANT

GROWTH VARIES BY SPECIES AND YEARLY CLIMACTIC CONDITIONS.

52. FOR PLANTING DETAILS, SEE SHEET(S) L10.11.

53. FOR PLANTING SCHEDULE, SEE SHEET(S) L6.13.

SITE FURNISHINGS NOTES:

1. PRIOR TO THE COMMENCEMENT OF SITE FURNISHINGS SCOPE OF WORK, CONVENE A

PRE-CONSTRUCTION CONFERENCE WITH AOR, LA, CONTRACTOR AND ANY ASSOCIATED

AND RELEVANT…