03_SBHC_Parking_Dwgs_GEN_LAND_STRUC_RTA_4Nov15.pdf

PDF 9 MB Posted Dec 4, 2015

Attached to: FY16 PN80412 Health Clinic Parking Structure, Schofield Barracks, Oahu, Hawaii
Solicitation number: W9128A-16-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Honolulu

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1 2 3 4 5

US Army Corps of

Engineers ®

This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

APPROVED BY: ___________________

CHIEF, REGIONAL ENGINEERING CENTER

APPROVED BY: ____________________

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

HONOLULU DISTRICT

FT SHAFTER, HAWAII

FY16 PN80412 SBHC PARKING STRUCTURE

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CENTRAL

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165187221

160 134 114

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PARKING

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IDENTIFICATION

1 2 3 4 5

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This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

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SHT ID SHT OF SHTS SHEET TITLE REV STATUS

S-111 12 OF 50 ROOF FRAMING PLANS

S-201 13 OF 50 STRUCTURAL ELEVATIONS

S-202 14 OF 50 STRUCTURAL ELEVATIONS

S-203 15 OF 50 STRUCTURAL ELEVATIONS

S-204 16 OF 50 STRUCTURAL ELEVATIONS

S-205 17 OF 50 STRUCTURAL ELEVATIONS

S-206 18 OF 50 STRUCTURAL ELEVATIONS

S-301 19 OF 50 BUILDING SECTIONS

S-401 20 OF 50 ENLARGED FRAMING PLANS

S-501 21 OF 50 SECTIONS AND DETAILS

S-502 22 OF 50 SECTIONS AND DETAILS

S-503 23 OF 50 SECTIONS AND DETAILS

S-504 24 OF 50 SECTIONS AND DETAILS

S-505 25 OF 50 SECTIONS AND DETAILS

S-506 26 OF 50 SECTIONS AND DETAILS

S-507 27 OF 50 SECTIONS AND DETAILS

S-508 28 OF 50 SECTIONS AND DETAILS

S-509 29 OF 50 SECTIONS AND DETAILS

S-510 30 OF 50 SECTIONS AND DETAILS

S-511 31 OF 50 SECTIONS AND DETAILS

S-512 32 OF 50 SECTIONS AND DETAILS

S-513 33 OF 50 SECTIONS AND DETAILS

S-514 34 OF 50 SECTIONS AND DETAILS

S-515 35 OF 50 SECTIONS AND DETAILS

S-601 36 OF 50 TYPICAL DETAILS

S-602 37 OF 50 TYPICAL SLAB-ON-GRADE DETAILS

S-603 38 OF 50 TYPICAL FOUNDATION DETAILS

S-604 39 OF 50 TYPICAL CMU WALL DETAILS AND STRUCTURAL STEEL DETAILS

S-605 40 OF 50 TYPICAL PRECAST CONCRETE DETAILS – PLANKS

S-606 41 OF 50 TYPICAL PRECAST CONCRETE DETAILS – DOUBLE TEES

S-607 42 OF 50 TYPICAL PRECAST CONCRETE DETAILS – DOUBLE TEES

S-608 43 OF 50 TYPICAL PRECAST CONCRETE DETAILS – COLUMNS

S-609 44 OF 50 TYPICAL PRECAST CONCRETE DETAILS – COLUMNS

S-610 45 OF 50 TYPICAL PRECAST CONCRETE DETAILS – BEAMS

S-611 46 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS

S-612 47 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS

S-613 48 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS

S-614 49 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS

S-615 50 OF 50 TYPICAL PRECAST CONCRETE DETAILS – WALL PANELS

ARCHITECTURAL

A-001 1 OF 43 ARCHITECTURAL ABBREAVIATIONS AND GENERAL NOTES

A-101 2 OF 43 BASEMENT FLOOR PLAN

A-102 3 OF 43 FIRST FLOOR PLAN

A-103 4 OF 43 SECOND FLOOR PLAN

A-104 5 OF 43 THIRD FLOOR PLAN

A-105 6 OF 43 FOURTH FLOOR AND ELEVATOR MACHINE ROOM PLAN

A-106 7 OF 43 ROOF PLAN

A-107 8 OF 43 BASEMENT REFLECTED CEILING PLAN

A-108 9 OF 43 FIRST FLOOR REFLECTED CEILING PLAN

A-109 10 OF 43 SECOND FLOOR REFLECTED CEILING PLAN

A-110 11 OF 43 THIRD FLOOR REFLECTED CEILING PLAN

A-111 12 OF 43 FOURTH FLOOR REFLECTED CEILING PLAN

A-201 13 OF 43 BUILDING ELEVATIONS

A-202 14 OF 43 BUILDING ELEVATIONS

A-301 15 OF 43 BUILDING SECTIONS

A-302 16 OF 43 WALL SECTIONS

A-401 17 OF 43 STAIR SECTIONS

A-402 18 OF 43 STAIR SECTIONS AND STAIR #2 PLANS

A-403 19 OF 43 STAIR #3 AND STAIR #4 FLOOR PLANS

A-404 20 OF 43 ELEVATOR SECTIONS

A-405 21 OF 43 STAIR #1 SECTIONS

A-406 22 OF 43 ELEVATOR LOBBY AND STAIR #1 FLOOR PLANS

A-407 23 OF 43 ELEVATOR LOBBY AND STAIR #1 FLOOR PLANS

A-501 24 OF 43 STRIPING DETAILS

A-502 25 OF 43 DETAILS

A-503 26 OF 43 DETAILS

A-504 27 OF 43 DETAILS

A-505 28 OF 43 DETAILS

A-510 29 OF 43 DOOR FRAME DETAILS AND LOUVER FRAME DETAILS

A-601 30 OF 43 DOOR AND DOOR FRAME SCHEDULE

AF101 31 OF 43 FINISH LEGEND AND SCHEDULE

AG101 32 OF 43 BASEMENT STRIPING AND SIGNAGE PLAN

AG102 33 OF 43 FIRST FLOOR STRIPING AND SIGNAGE PLAN

AG103 34 OF 43 SECOND FLOOR STRIPING AND SIGNAGE PLAN

AG104 35 OF 43 THIRD FLOOR STRIPING AND SIGNAGE PLAN

AG105 36 OF 43 FOURTH FLOOR STRIPING AND SIGNAGE PLAN AND ELEVATOR MACHINE ROOM SIGNAGE PLAN

AG106 37 OF 43 BASEMENT REFLECTED CEILING TRAFFIC SIGNAGE PLAN

AG107 38 OF 43 FIRST FLOOR REFLECTED CEILING TRAFFIC SIGNAGE PLAN

AG108 39 OF 43 SECOND FLOOR REFLECTED CEILING TRAFFIC SIGNAGE PLAN

AG109 40 OF 43 THIRD FLOOR REFLECTED CEILING TRAFFIC SIGNAGE PLAN

AG501 41 OF 43 SIGNAGE TYPES AND DETAILS

AG502 42 OF 43 TRAFFIC SIGNAGE TYPES AND DETAILS

AG503 43 OF 43 SIGNAGE AND TRAFFIC SIGNAGE SCHEDULES

SHT ID SHT OF SHTS SHEET TITLE REV STATUS

GENERAL

G-001 1 OF 4 TITLE SHEET

G-002 2 OF 4 PROJECT LOCATION PLAN

G-003 3 OF 4 SCHEDULE OF DRAWINGS

G-004 4 OF 4 SCHEDULE OF DRAWINGS

CIVIL

BJ001 1 OF 58 BORING LOCATION PLAN

BJ002 2 OF 58 BORING LOGS

C001 3 OF 58 NOTES, LEGENDS, SYMBOLS AND ABBREVIATIONS

C002 4 OF 58 TRAFFIC CONTROL AND WATER NOTES

C003 5 OF 58 WORK AREA, PARKING, AND PROTECTION OF PUBLIC

C004 6 OF 58 EROSION CONTROL PLAN

C005 7 OF 58 TEMPORARY PARKING EROSION CONTROL PLAN

C006 8 OF 58 EROSION CONTROL DETAILS

C007 9 OF 58 CONTRACTOR'S HAUL ROUTE - 1 AND TRAILER LOCATION

C008 10 OF 58 CONTRACTOR'S HAUL ROUTE - 2 TEMPORARY PARKING AND COSA SITE

C009 11 OF 58 EXISTING CONDITIONS - 1

C010 12 OF 58 EXISTING CONDITIONS - 2

C011 13 OF 58 EXISTING CONDITIONS - 3

CD101 14 OF 58 SITE AND UTILITY DEMOLITION PLAN

CD102 15 OF 58 TEMPORARY PARKING SITE DEMOLITION PLAN

CD103 16 OF 58 DEMOLITION PLAN - MCCORNACK AND PX ACCESS ROAD TRAFFIC IMPROVEMENTS

CS101 17 OF 58 SITE PLAN

CS102 18 OF 58 SITE LAYOUT PLAN

CS103 19 OF 58 TEMPORARY PARKING AND COSA SITE PLAN

CS104 20 OF 58 TEMPORARY PARKING AND SITE PLAN

CS105 21 OF 58 SHUTTLE BUS ROUTE

CS106 22 OF 58 TEMPORARY PARKING - DENTAL CLINIC SITE (OPTION 3)

CS501 23 OF 58 SITE DETAILS - 1

CU504 24 OF 58 WATER DETAILS - 1

CS503 25 OF 58 TEMPORARY PARKING SITE DETAILS - 1

CS502 26 OF 58 SITE DETAILS - 2

CS504 27 OF 58 TEMPORARY PARKING SITE DETAILS - 2

CS505 28 OF 58 TEMPORARY PARKING SITE DETAILS - 3

CP101 29 OF 58 STRIPING PLAN

CP102 30 OF 58 TEMPORARY PARKING STRIPING PLAN

CP501 31 OF 58 STRIPING AND SINAGE DETAILS - 1

CP502 32 OF 58 STRIPING AND SINAGE DETAILS - 2

CU101 33 OF 58 UTILITY PLAN

CU102 34 OF 58 FOUNDATION DRAIN PLAN

CU103 35 OF 58 UTILITY LAYOUT PLAN

CU301 36 OF 58 SEWER FORCE MAIN AND WATER PROFILES

CU302 37 OF 58 DRAIN LINE PROFILES - 1

CU303 38 OF 58 DRAIN LINE PROFILES - 2

CU501 39 OF 58 TRENCH BACKFILL AND RESTORATION DETAILS

CU502 40 OF 58 SEWER DETAILS - 1

CU503 41 OF 58 SEWER DETAILS - 2

CU505 42 OF 58 WATER DETAILS - 2

CU506 43 OF 58 WATER DETAILS - 3

CU507 44 OF 58 DRAIN DETAILS - 1

CU508 45 OF 58 DRAIN DETAILS - 2

CU509 46 OF 58 DRAIN DETAILS - 3

CG101 47 OF 58 GRADING PLAN - 1

CG102 48 OF 58 GRADING PLAN - 2

CG103 49 OF 58 Unnamed

CG301 50 OF 58 GRADING SECTIONS - 1

CG302 51 OF 58 GRADING SECTIONS - 2

CG303 52 OF 58 GRADING SECTIONS - 3

CG304 53 OF 58 GRADING SECTIONS - 4

CT101 54 OF 58 SITE PLAN - MCCORNACK AND PX ACCESS ROAD TRAFFIC IMPROVEMENTS

CT102 55 OF 58 SITE PLAN - MCCORNACK AND WAIANAE AVENUE INTERSECTION TRAFFIC SIGNAL (OPTION 4)

CT501 56 OF 58 TRAFFIC SIGNAL DETAILS - 1

CT502 57 OF 58 TRAFFIC SIGNAL DETAILS - 2

CT503 58 OF 58 CROSSWALK FLASHER DETAILS

LANDSCAPE

LD101 1 OF 6 TREE DISPOSITION PLAN

LD501 2 OF 6 TREE DISPOSITION NOTES

LD502 3 OF 6 TREE PROTECTION NOTES & DETAIL

LP101 4 OF 6 LANDSCAPE PLAN

LP501 5 OF 6 PLANTING DETAILS & SCHEDULE

LP502 6 OF 6 PLANTING NOTES & GENERAL PROJECT NOTES

STRUCTURAL

S-001 1 OF 50 GENERAL NOTES

S-101 2 OF 50 PARTIAL BASEMENT FLOOR / FOUNDATION PLAN

S-102 3 OF 50 PARTIAL BASEMENT FLOOR / FOUNDATION PLAN

S-103 4 OF 50 PARTIAL FIRST FLOOR FRAMING PLAN

S-104 5 OF 50 PARTIAL FIRST FLOOR FRAMING PLAN

S-105 6 OF 50 PARTIAL SECOND FLOOR FRAMING PLAN

S-106 7 OF 50 PARTIAL SECOND FLOOR FRAMING PLAN

S-107 8 OF 50 PARTIAL THIRD FLOOR FRAMING PLAN

S-108 9 OF 50 PARTIAL THIRD FLOOR FRAMING PLAN

S-109 10 OF 50 PARTIAL FOURTH FLOOR FRAMING PLAN

S-110 11 OF 50 PARTIAL FOURTH FLOOR FRAMING PLAN

SCHEDULE OF DRAWINGS

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IDENTIFICATION

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US Army Corps of Engineers ®

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This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

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SHT ID SHT OF SHTS SHEET TITLE REV STATUS

FIRE PROTECTION

F-001 1 OF 13 CODE INFORMATION SHEET

F-101 2 OF 13 BASEMENT AND FIRST FLOOR - LIFE SAFETY CODE PLAN

F-102 3 OF 13 SECOND AND THIRD FLOOR - LIFE SAFETY CODE PLAN

F-103 4 OF 13 FOURTH FLOOR - LIFE SAFETY CODE PLAN

FA001 5 OF 13 FIRE PROTECTION NOTES AND LEGEND

FA101 6 OF 13 BASEMENT FLOOR - FIRE ALARM PLAN

FA102 7 OF 13 FIRST THRU ELEV MACH RM - FIRE ALARM PLAN

FA501 8 OF 13 FIRE ALARM DETAILS

FA601 9 OF 13 FIRE ALARM SEQUENCE OF OPERATIONS

FX101 10 OF 12 BASEMENT AND FIRST FLOOR - FIRE SPRINKLER PLAN

FX102 11 OF 13 SECOND AND THIRD FLOOR - FIRE SPRINKLER PLAN

FX103 12 OF 13 FOURTH FLOOR AND ELEV MACH ROOM - FIRE SPRINKLER PLAN

FX501 13 OF 13 FIRE SPRINKLER DETAILS

MECHANICAL

M-001 1 OF 14 MECHANICAL LEGEND AND ABBREVIATIONS

M-101 2 OF 14 BASEMENT FLOOR MECHANICAL PLAN

M-101A 3 OF 14 BASEMENT FLOOR MECHANICAL PLAN - OPTION 2

M-102 4 OF 14 FIRST FLOOR MECHANICAL PLAN

M-103 5 OF 14 SECOND FLOOR MECHANICAL PLAN

M-104 6 OF 14 THIRD FLOOR MECHANICAL PLAN

M-105 7 OF 14 FOURTH FLOOR MECHANICAL PLAN

M-106 8 OF 14 ROOF MECHANICAL PLAN, MACHINE ROOM PLAN, MACHINE ROOM ROOF PLAN

M-501 9 OF 14 MECHANICAL DETAILS

M-502 10 OF 14 MECHANICAL DETAILS

M-601 11 OF 14 MECHANICAL SCHEDULES

M-602 12 OF 14 SEQUENCE OF CONTROLS AND REFRIGERANT PIPING DIAGRAMS

M-901 13 OF 14 STORM DRAINAGE AND DOMESTIC WATER PIPING DIAGRAMS

M-301 14 OF 14 MECHANICAL SECTION

ELECTRICAL

E-001 1 OF 25 ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES

ED101 2 OF 25 ELECTRICAL SITE DEMOLITION PLAN

ES101 3 OF 25 ELECTRICAL SITE PLAN

ES102 4 OF 25 SITE LIGHTING PLAN

ES103 5 OF 25 TRAFFIC SIGNAL PLAN

ES104 6 OF 25 TRAFFIC SIGNAL PLAN

ES501 7 OF 25 MANHOLE DETAILS

ES502 8 OF 25 MANHOLE DETAILS

ES503 9 OF 25 MANHOLE DETAILS

ES504 10 OF 25 DUCT DETAILS

ES505 11 OF 25 ELECTRICAL SITE DETAILS

EL101 12 OF 25 BASEMENT AND UTILITY AREA LIGHTING PLAN

EL102 13 OF 25 FIRST AND SECOND FLOOR LIGHTING PLANS

EL103 14 OF 25 THIRD AND FOURTH FLOOR LIGHTING PLANS

EL501 15 OF 25 LIGHTING FIXTURE SCHEDULES AND DETAILS

EL502 16 OF 25 LIGHTING DETAILS

EP101 17 OF 25 BASEMENT POWER PLAN, ENLARGED UTILITY AREA, AND FIRE PUMP ROOM POWER PLANS

EP601 18 OF 25 ONE LINE DIAGRAM, METER DETAILS

EP602 19 OF 25 PANEL SCHEDULES

EP603 20 OF 25 PANEL SCHEDULES

EP604 21 OF 25 METERING NOTES

EY101 22 OF 25 BASEMENT PARKING GUIDANCE SYSTEM PLANS (OPTION 2)

EY102 23 OF 25 FIRST AND SECOND FLOOR PARKING GUIDANCE SYSTEM PLANS (OPTION 2)

EY103 24 OF 25 THIRD AND FOURTH FLOOR PARKING GUIDANCE SYSTEM PLANS (OPTION 2)

EY501 25 OF 25 PARKING GUIDANCE SYSTEM DETAILS (OPTION 2)

TELECOMMUNICATIONS

TD101 1 OF 3 TELECOMMUNICATIONS SITE DEMOLITION PLAN

TS101 2 OF 3 TELECOMMUNICATIONS SITE PLAN

T-101 3 OF 3 TELECOMMUNICATIONS PLANS

SCHEDULE OF DRAWINGS

GENERAL 4

CIVIL 58

LANDSCAPE 6

STRUCTURAL 50

ARCHITECTURAL 43

FIRE PROTECTION 13

MECHANICAL 14

ELECTRICAL 25

TELECOMMUNICATIONS 3

Grand total 216

DRAWING SHEET COUNT TABULATION

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PALM/TREE TO REMAIN AND BE

PROTECTED DURING CONSTRUCTION.

LEGEND

TREE TO BE RELOCATED. REFER TO

DETAIL 1 ON SHEET LP501

TREE/PALM TO BE DEMOLISHED AND

REMOVED

LD101

TREE DISPOSITION PLAN

SCALE: 1" = 20'-0"

0 20' 40'10'

SCALE: 1"=20'

NOTE:

REFER TO SHEET LD501 FOR TREE DISPOSITION NOTES.

SCHOFIELD PARKING STRUCURE TREE DISPOSITION SURVEY

TREE

NUMBER TREE NAME CALIPE

R HEIGHT REMOVE/RELOCA

TE REMARKS

1 GIANT CREPE

MYRTLE 4" - 6" 12' - 15' RELOCATE

2 FICUS 3' - 4' 30' - 40' REMOVE

3 GIANT CREPE

MYRTLE 4" - 6" 15' - 18' RELOCATE

4 MILO 4" - 6" 15' - 18' RELOCATE

5 MILO 4" - 6" 15' - 18' RELOCATE

6 MILO 4" - 6" 15' - 18' RELOCATE

7 MILO 4" - 6" 15' - 18' RELOCATE

8 JACARANDA 6" - 8" 25' - 35' RELOCATE

9 JACARANDA 4" - 6" 15' - 18' RELOCATE

10 JACARANDA 4" - 6" 15' - 18' RELOCATE

11 JACARANDA 4" - 6" 15' - 18' RELOCATE

12 JACARANDA 4" - 6" 15' - 18' RELOCATE

13 NORFOLK PINE 36" 70'-100' REMOVE

14 JACARANDA 10" -

12" 30' - 40' REMOVE

15 JACARANDA 10" -

12" 30' - 40' REMOVE

16 JACARANDA 12" -

15" 30' - 40' REMOVE

17 JACARANDA 12" -

15" 30' - 40' REMOVE

18 JACARANDA 4" - 6" 15' - 18' RELOCATE

19 MILO 4" - 6" 15' - 18' RELOCATE

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US Army Corps of

Engineers ®

Honolulu District

1. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES

PRIOR TO START OF CONSTRUCTION OPERATIONS.

2. THE TREES IDENTIFIED FOR RELOCATION SHALL BE PLACED IN A PROTECTED,

FENCED AREA WITHIN THE COSA AND MAINTAINED UNTIL READY FOR

REPLANTING. THE ROOTBALL SHALL BE WIRE CAGED OR BOXED, AND THE

TREE STORED UPRIGHT. INSTALL TEMPORARY IRRIGATION TO WATER THESE

TREES WHILE STORED.

3. TREES IDENTIFIED TO REMAIN SHALL REMAIN IN THERE PRESENT LOCATION.

ESTABLISH A TREE/PALM PROTECTION ZONE AROUND EACH TREE/PALM.

PROVIDE TEMPORARY IRRIGATION SYSTEM TO MAINTAIN WATERING DURING

CONSTRUCTION AND PRIOR TO PROJECT ACCEPTANCE.

4. ALL TREE WORK MUST ADHERE TO AMERICAN NATIONAL STANDARDS

INSTITUTE (ANSI) - a300 TREE CARE STANDARDS AND ANSI - z133 SAFETY

STANDARDS FOR TREE WORK.

5. THE CONTRACTOR SHALL EMPLOY THE SERVICES OF A QUALIFIED ARBORIST

FOR THE DURATION OF THE PROJECT. THE PROJECT ARBORIST SHALL HAVE A

MINIMUM OF THREE (3) YEARS EXPERIENCE WITH TREE PROTECTION

PROJECTS (OR RELATED WORK) AND BE CERTIFIED IN GOOD STANDING AS AN

ISA CERTIFIED ARBORIST FOR A MINIMUM OF FIVE (5) YEARS. THE PROJECT

ARBORIST'S CERTIFICATION SHALL BE VALID AND CURRENT DURING

CONSTRUCTION. CONTRACTOR SHALL SUBMIT A COPY OF THE ISA ARBORIST

CERTIFICATION OF GOOD STANDING OF FIVE (5) YEARS TO THE CONTRACTING

OFFICER A MINIMUM OF SEVEN (7) DAYS PRIOR TO TREE PRUNING OR

RELOCATION OPERATIONS. THE PROJECT ARBORIST SHALL WORK CLOSELY

WITH THE ARMY'S ARBORIST TO REDUCE NEGATIVE IMPACTS THROUGH

PROPER TREE PROTECTION AND CONSTRUCTION PRACTICES TO REASONABLY

PROTECT AND PRESERVE BOTH TREES AND TREE VALUES WHILE REDUCING

FUTURE MAINTENANCE COSTS.

6. ALL TREES TO REMAIN OR TO BE RELOCATED SHALL BE INSPECTED BY

CERTIFIED ARBORIST PRIOR TO THE START OF CONSTRUCTION AND PRIOR TO

THE END OF CONSTRUCTION. THE PROJECT ARBORIST SHALL OBSERVE ALL

TREE PROTECTION ZONE INSTALLATION, TREE PRUNING, ROOT PRUNING, AND

TREE RELOCATION OPERATIONS. THE PROJECT ARBORIST SHALL MONITOR

WORK DONE WITHIN OR IN CLOSE PROXIMITY TO THE TREE PROTECTION

ZONES. THE PROJECT ARBORIST SHALL WORK CLOSELY WITH THE

CONTRACTOR TO ADDRESS AND SITUATIONS THAT MAY ARISE. ANY

MODIFICATIONS TO THE TREE PROTECTION ZONE ARE TO BE MADE WITH THE

APPROVAL OF THE ARMY'S ARBORIST.

7. THE CONTRACTOR SHALL PRESENT AND REVIEW PROCEDURES FOR

PERFORMING TREE-RELATED WORK AND ACTIVITIES IN THE AREAS AROUND

TREES AND WITHIN THE TREE PROTECTION ZONE (TPZ), (INCLUDING ACCESS

ROUTES, STORAGE AREAS, AND MEASURES REQUIRED TO PROTECT TREES

DURING THE CONSTRUCTION PERIOD) TO THE PROJECT ARBORIST, ARMY'S

ARBORIST, AND CONTRACTING OFFICER PRIOR TO THE START OF

CONSTRUCTION OPERATIONS.

8. CONTRACTOR SHALL TAKE PROPER MEASURES TO PROTECT THE CROWN AND

ROOT SYSTEMS OF THE TREES FROM UNNECESSARY DAMAGE DURING

DEMOLITION AND CONSTRUCTION OPERATIONS. WHEN POTENTIALLY

DAMAGING CONSTRUCTION ACTIVITIES ARISE (EG. REMOVAL OF MAJOR

SUPPORT ROOTS, EXCESSIVE ROOT REMOVAL ON ONE OR MORE SIDES OF

THE TREE, MAJOR CROWN BRANCH REMOVAL, TREE TRANSPLANTING) THE

PROJECT ARBORIST SHALL CONSULT WITH THE ARMY'S ARBORIST AND

PRESENT RECOMMENDED PROCEDURE CHANGES IN WRITING TO THE ARMY'S

ARBORIST FOR APPROVAL PRIOR TO THE OCCURRENCE OF ANY PRUNING

ACTIVITIES.

9. WORK SCHEDULE: NO ONSITE WORK IN PROXIMITY TO PROTECTED TREES,

INCLUDING BUT NOT LIMITED TO DEMOLITION, GRADING AND TRENCHING,

SHALL BE PERFORMED UNTIL APPROPRIATE TREE PRUNING PROCEDURES

AND INSTALLATION OF THE TREE PROTECTION ZONE (TPZ) FENCE HAVE BEEN

SATISFACTORILY COMPLETED AND APPROVED BY THE ARMY'S ARBORIST AND

CONTRACTING OFFICER. THE PROJECT ARBORIST SHALL VERIFY THAT ALL

TREE PROTECTION MEASURES HAVE BEEN FULLY AND PROPERLY

IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION OPERATIONS.

10. TREE PROTECTION ZONE: THE PROJECT ARBORIST SHALL DETERMINE THE

PLACEMENT OF THE TREE PROTECTION ZONE (TPZ), MARK APPROPRIATE

DISTANCES ON A TREE PROTECTION PLAN (TPP) MAP AND/OR MARK TREES

DIRECTLY ONSITE, AND ENSURE THE PROPER INSTALLATION OF TREE

PROTECTIVE FENCING.

11. SIGNAGE: PROJECT SITE ENTRY AREAS ARE TO BE PROMINENTLY MARKED

WITH SIGNAGE INDICATING "TREE PROTECTION PROJECT - CHECK IN AT

OFFICE IS REQUIRED PRIOR TO ANY DELIVERIES AND/OR COMMENCEMENT OF

WORK". SIGNAGE ON TREE PROTECTION ZONE FENCING SHALL CLEARLY

STATE "TREE PROTECTION ZONE [TPZ] - NO GRADE CHANGES, STORAGE OR

EQUIPMENT PERMITTED WITHIN TPZ".

12. TREE PRUNING: PRIOR TO ANY DEMOLITION OR CONSTRUCTION WORK, THE

CONTRACTOR SHALL PROPERLY PRUNE ALL TREES TO REMAIN WITHIN THE

PROJECT SITE. PRUNING WORK SHALL INCLUDE BUT IS NOT LIMITED TO THE

FOLLOWING:

12.1. CROWN CLEANING: REMOVAL OF DEAD, DISEASED, DAMAGED, AND INSECT

INFESTED WOOD, CROSSING LIMBS, BROKEN AND OLD STUBS, AND WATER

SPROUTS.

12.2. CROWN RAISING: REMOVAL OF LOWER LIMBS TO PROVIDE CLEARANCE

FOR CONSTRUCTION ACTIVITIES. PROPER CARE AND ATTENTION SHALL

BE GIVEN TO THE STRUCTURAL STABILITY AND AESTHETICS OF THE TREE.

12.3. CROWN THINNING: SELECTIVE REMOVAL OF UNWANTED BRANCHES AND

LIMBS TO PROVIDE LIGHT AND AIR PENETRATION, AND REDUCE THE

WEIGHT ON HEAVILY LADEN BRANCH STRUCTURES.

12.4. UTILITY PRUNING: SELECTIVE REMOVAL OF LIMBS AND BRANCHES IN

PROXIMITY TO UTILITY LINES; WORK TO BE DONE BY QUALIFIED UTILITY

ARBORIST.

12.5. ORGANIC DEBRIS SHALL BE CHIPPED ONSITE FOR USE AS MULCH AROUND

PROTECTED TREES, OR THE ORGANIC DEBRIS SHALL BE DELIVERED TO

AN APPROVED RECYCLING SITE. CONTRACTOR MAY USE A TUB GRINDER

AS AN ALTERNATIVE TO CHIPPING.

13. TREE REMOVAL: TREE REMOVAL WORK WITHIN CLOSE PROXIMITY TO

PROTECTED TREES SHALL BE PERFORMED SO AS NOT TO CAUSE DAMAGE TO

PROTECTED TREES. APPROVED ARBORIST PROCEDURES IN ANSI - a300 TREE

CARE STANDARDS AND ANSI - z133 AMERICAN NATIONAL STANDARD SHALL BE

FOLLOWED.

14. TREE PROTECTION ZONE FENCING: TREE PROTECTIVE ZONE FENCING

AROUND EXISTING TREES TO REMAIN SHALL BE INSTALLED PRIOR TO

COMMENCING CONSTRUCTION OPERATIONS. FENCING SHALL CONSIST OF

ORANGE COLORED PLASTIC FENCING MATERIAL AND SHALL BE FOUR-FEET

HIGH. SIX-FOOT METAL POSTS (DRIVEN TWO-FEET DEEP) SHALL BE EVENLY

SPACED AT TEN-FEET O.C. MAXIMUM. THE ORANGE PLASTIC FENCING

MATERIAL SHALL BE SECURELY FASTENED TO THE POSTS TO MINIMIZE

SAGGING BETWEEN THE POSTS. ATTACH REQUIRED SIGNAGE TO FENCE

MATERIAL.

15. MULCH INSTALL FOUR-INCH LAYER OF ORGANIC MULCH WITHIN TREE

PROTECTION ZONE (TPZ). NO HEAVY EQUIPMENT IS ALLOWED INSIDE TPZ.

MULCH SHALL NOT EXCEED FOUR-INCH PARTICLE SIZE.

16. ROOT PRUNING: ROOT PRUNING (AS NECESSARY) OUTSIDE THE TPZ SHALL BE

DONE UNDER THE DIRECT SUPERVISION OF THE PROJECT ARBORIST FOR THE

PURPOSES OF CONSTRUCTION, GRADE CHANGES, UTILITIES, CURBS, AND

GUTTERS. ROOT PRUNING SHALL BE DONE PRIOR TO GRADING, EXCAVATION,

OR TRENCHING ON ROOTS GREATER THAN TWO-INCHES IN DIAMETER BY

CAREFULLY CUTTING EXPOSED SURFACE ROOTS, AND CAREFULLY EXPOSING

SUB-SURFACE ROOTS MANUALLY OR WITH THE USE OF POWER EQUIPMENT.

ROOTS SHALL BE CUT WITH A SHARP POWER OR HAND SAW, ROCK SAW,

NARROW TRENCHER WITH A SHARP BLADE, OR APPROVED ROOT PRUNING

EQUIPMENT. ANY ROOTS DAMAGED DURING GRADING OR OTHER

CONSTRUCTION ACTIVITY SHALL BE EXPOSED TO THE NEAREST SOUND

TISSUE AND CUT CLEANLY WITH A SHARP SAW OR OTHER APPROVED

EQUIPMENT.

17. WORK WITHIN THE TREE PROTECTION ZONE: NO GRADING, COMPACTING, OR

CONSTRUCTION ACTIVITY SHALL OCCUR IN THE ZONE IMMEDIATELY

SURROUNDING THE TREE(S) INSIDE THE TPZ FENCING. ALL UNDERGROUND

UTILITIES, STORM DRAINS, AND IRRIGATION LINES SHALL BE ROUTED OUTSIDE

THE TPZ. THE TPZ SHALL BE ENTIRELY ENCLOSED BY THE TEMPORARY

FENCING PRIOR TO ANY DEMOLITION WORK AND SHALL REMAIN IN PLACE

UNTIL ALL WORK IS COMPLETE. THE TPZ BOUNDARIES SHALL NOT BE

RELOCATED OR REMOVED WITHOUT APPROVAL OF THE ARMY'S ARBORIST

AND/OR THE CONTRACTING OFFICER.

18. LIMITATION OF CONSTRUCTION ACTIVITIES BENEATH TREE CROWN AND

OUTSIDE OF THE TREE PROTECTION ZONE FENCING: ALL CONTRACTORS

SHALL LIMIT ACTIVITIES UNDER THE CROWN OF TREES TO ONLY THOSE

ACTIVITIES EXPLICITLY REQUIRED TO COMPLETE THE CONSTRUCTION

ACTIVITIES AS SPECIFIED UNDER AND/OR ADJACENT TO TREE CROWNS. ALL

EXCAVATION WORK DONE UNDER TREE CROWNS SHALL BE PERFORMED

UNDER THE DIRECT SUPERVISION OF THE PROJECT ARBORIST. MATERIAL AND

TOPSOIL STOCKPILING, VEHICLE PARKING, TEMPORARY ROADWAYS,

CONSTRUCTION MATERIAL MIXING OR DUMPING, PORTABLE LATRINES AND

FIELD OFFICES SHALL NOT BE TEMPORARILY OR PERMANENTLY LOCATED

UNDER TREE CROWNS EXCEPT IN AREAS WITH PRE-EXISTING PAVING AND/OR

IN AREAS SPECIFICALLY APPROVED BY THE PROJECT ARBORIST.

20. TREE MAINTENANCE: CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING EXISTING TREES WITH TREE PROTECTION ZONE FENCING AS

WELL AS TRANSPLANTED TREES THROUGHOUT CONSTRUCTION.

CONTRACTOR'S RESPONSIBILITIES SHALL INCLUDE BUT IS NOT LIMITED TO

WATERING, PRUNING, AND FERTILIZING OF THE TREES. THE CONTRACTOR

SHALL WEED WITHIN THE TREE PROTECTION ZONE FENCING ON A REGULAR

BASIS AND REPLENISH WOOD MULCH AS NECESSARY TO MAINTAIN 4" DEPTH.

ALL EXISTING AND RELOCATED TREES/PALMS THAT ARE IN POOR HEALTH

(DYING) AS A RESULT FROM CONSTRUCTION SHALL BE ACCESSED AND BY THE

CERTIFIED ARBORIST AND REPLACED AT NO ADDITIONAL COST.

21. IF TREES OTHER THAN THOSE SPECIFICALLY DESIGNATED FOR REMOVAL ARE

DAMAGED BEYOND SURVIVAL CONDITIONS AS DETERMINED BY THE ARMY'S

ARBORIST AND/OR CONTRACTING OFFICER, THE CONTRACTOR SHALL REMOVE

SUCH TREE(S) AND REPLACE THE TREE(S) WITH THE SAME SPECIES AND SIZE.

CONTRACTOR SHALL MAINTAIN THE REPLACEMENT TREE FOR THE DURATION

OF CONSTRUCTION OR TWELVE (12) MONTHS, WHICHEVER IS GREATER, AT NO

ADDITIONAL COST. CONTRACTOR SHALL APPLY SAME WARRANTY AS NEW

TREES FOR REPLACEMENT TREES.

LIST OF ABBREVIATIONS:

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ISA INTERNATIONAL SOCIETY OF

ABORICULTURE

TPZ TREE PROTECTION ZONE

TPP TREE PROTECTION PLAN

TREE DISPOSITION NOTES

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TREE PROTECTION NOTES:

1. ALL TREES IDENTIFIED ON THE PLANS TO BE PROTECTED. ALL TREES 24" CALIPER OR GREATER (AS

MEASURED AT 4

FEET HEIGHT) SHALL BE PROTECTED. IF TREES OTHER THAN THOSE DESIGNATED FOR

REMOVAL ARE DAMAGED BEYOND SURVIVAL CONDITION AS DETERMINED BY THE ENGINEER, THE

CONTRACTOR SHALL REMOVE SUCH TREES AND REPLACE WITH A TREE OF THE SAME SPECIE AND SIZE AND

MAINTAIN FOR THE DURATION OF THE CONSTRUCTION OR 12 MONTHS WHICHEVER IS GREATER AT NO COST

TO THE STATE.

2. THE RECOMMENDED TREE PROTECTION ZONE SHOULD BE LOCATED AT THE OUTER DRIP LINE OF THE

CANOPY OF THE TREE. HOWEVER, THE MINIMUM PROTECTION ZONE AROUND A TREE SHOULD BE AT LEAST

20 FEET FROM THE EXTERNAL SURFACE OF THE TREE'S TRUNK. FOR ALL PALMS, THE MINIMUM PROTECTION

ZONE SHOULD BE AT LEAST 10 FEET.

3. ALL UNDERGROUND UTILITIES AND IRRIGATION LINES SHOULD BE ROUTED OUTSIDE OF THE TREE

PROTECTION ZONE. IF UTILITIES MUST TRAVERSE THE TREE PROTECTION ZONE, THEY SHALL BE TUNNELED

OR BORED AT A DEPTH OF 4 FEET OR GREATER WITHIN THE TREE PROTECTION ZONE.

4. PROTECTIVE FENCES SHALL BE ERECTED AROUND TREES IDENTIFIED ON PLAN OR TREES WITH A TRUNK

DIAMETER GREATER THAN 24 INCHES (AS MEASURED AT A HEIGHT OF 4

FEET.) PROTECTIVE FENCE SHALL

BE 4 FEET HIGH ORANGE PLASTIC MESH OR APPROVED EQUIVALENT SUPPORTED ON STEEL T-POST A

MINIMUM OF 6 FEET LONG. PROTECTIVE FENCE SHALL SURROUND TREE AT A MINIMUM OF 10 FEET FROM

TREE TRUNK WITH STEEL T-POST AT A MINIMUM OF 5 FEET ON CENTER. FENCE SHALL BE INSTALLED PRIOR

TO ANY DEMOLITION WORK AND SHALL REMAIN IN PLACE UNTIL SITE WORK IS COMPLETED. SIGNS SHALL BE

POSTED ON ALL FOUR SIDES TO READ "TREE PROTECTION ZONE [TPZ] - NO GRADE CHANGE, STORAGE OR

EQUIPMENT PERMITTED WITHIN TPZ."

5. FOR THE DURATION OF CONSTRUCTION WITHIN THE DRIP LINE OF THE TREES TO REMAIN THERE MUST BE:

NO CHANGES, ALTERATION OR DISTURBANCE TO THE GRADE BY ADDING FILL, EXCAVATING OR SCRAPING

EXCEPT AS NOTED ON PLANS;

NO STORAGE ON CONSTRUCTION MATERIALS OR EQUIPMENT;

NO STOCKPILING OF ANY CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS;

NO DISPOSAL OF ANY LIQUIDS e.g. CONCRETE SLEUTH, GAS, OIL, PAINT;

NO VEHICULAR TRAFFIC, EQUIPMENT OR EXCESSIVE PEDESTRIAN TRAFFIC;

NO ATTACHMENT OF ANY WIRES, ROPES, LIGHTS OR ANY OTHER SUCH ATTACHMENT OTHER THAN THOSE

OF A PROTECTIVE NATURE TO ANY TREE TO BE PRESERVED; AND

NO CLEANING OF EQUIPMENT OR MATERIAL UNDER THE CANOPY OF ANY TREE OR GROUP OF TREES TO

BE PRESERVED

7. AUGER TUNNELING, NOT TRENCHING, SHALL BE USED WHERE POSSIBLE FOR UTILITY PLACEMENT WITHIN THE

DRIP LINE OF THE TREE. IF TRENCHING IS NECESSARY IT SHALL BE HAND DUG WITHIN THE DRIP LINE OF THE

TREE.

8. CONTRACTOR SHALL IRRIGATE AND MAINTAIN THE EXISTING TREE/PALM FOR THE ENTIRE CONSTRUCTION

PERIOD AND 60-DYAS AFTER CONSTRUCTION.

NO GRADING, COMPACTION

OR CONSTRUCTION ZONE

(TPZ).

ORANGE CONSTRUCTION

FENCE. SEE DETAIL "A".

ORANGE CONSTRUCTION

FENCE, SEE DETAIL 2 BELOW.

10' MIN. FROM EXTERNAL

SURFACE OF TRUNK OF

PALMS

20" MIN. FROM EXTERNAL

SURFACE OF TRUNK OR TREE

DRIP LINE

TREE TRUNK

NO GRADING,

COMPACTION

CONSTRUCTION

ZONE (TPZ).

TUNNELED OR BORED

UTILITY EASEMENT

ORANGE REBAR CAP

TREE DRIP LINE

6' STEEL T-POST @ 5' O.C.

ORANGE PLASTIC FENCE

FIN. GRADE

NOTE:

REMOVE FENCE AFTER CONSTRUCTION

IS COMPLETED.

ORANGE REBAR CAP

ORANGE CONSTRUCTION FENCE DETAIL

NOT TO SCALE

TREE/PALM PROTECTION ZONE (TPZ) DETAIL

NOT TO SCALE

NOTES:

1. TO REDUCE SHOCK, PRUNE ROOTS AND BRANCHES OF TREES WELL

IN ADVANCE OF MOVING. (PREFERABLY DURING DORMANT SEASON.)

2. ALL RELOCATION AND PRUNING WORK SHALL BE DONE UNDER THE

SUPERVISION OF AN EXPERIENCED AND LICENSED ARBORIST.

3. CONTRACTOR SHALL BACKFILL TREE WELL IMMEDIATELY AFTER TREE

REMOVAL.

FINISH

GRADE

CUT TAP ROOT WITH

BALLING SPADE

BEFORE LIFTING

SECURE 2"X4" BATTER

BOARDS WITH TRUNK

AND TIE FABRIC SLING

FOR LIFTING

PRUNE BRANCHES BY

NATURAL

SPREAD. MAINTAIN BASIC CHARACTER

OF TREE. PRUNE NO MORE THAN

ABSOLUTELY NECESSARY TO SECURE

TREE TO TRANSPORT VEHICLE.

12"-18" TRENCH.

CUT ROOTS WITH

POWER SAW

WHILE TRENCHING

36" MIN.

"A"

"C"

"A" "C""B"

SPREAD (SIDE) ROOTBALL SIZECALIPER SIZE

2"-6" 15"-24"14"-26"

6"-8" 30"-36"30"-48"

18"-30" 36"-96"60"-96"

30" AND OVER 120"-240"120"-144"

"B"

TREE TRANSPLANTING DETAIL

NOT TO SCALE

NOTES THIS SHEET:

1. TREE PROTECTION ZONE (TPZ) FENCING SHALL

REMAIN IN PLACE UNTIL THE FINAL PLANTING IS

INSTALLED. CONTRACTOR SHALL REMOVE TPZ

FENCING AFTER HEAVY CONSTRUCTION IS

COMPLETED.

0 20' 40'10'

SCALE: 1"=20'

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PLANTING PLAN

SCALE: 1" = 20'-0"

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TREE PLANTING AND DOUBLE STAKING

NOT TO SCALE

2 X DIA.

OF ROOTBALL

NOTE:

TRUNK MUST BE PROTECTED FROM

ROPE SLING BURNS AND ABRASIONS

DURING MOVING. TREE SHALL BE

PLUMB. IF TREE IS LEANING AT THE

END OF THE PLANT ESTABLISHMENT

PERIOD, THE TREE SHALL BE

REJECTED.

PREVAILING WINDS

ROOT

BALL

PUDDLE PRIOR TO

SETTING BOTTOM FILL

PRIOR TO SETTING TREE

6" SOIL BERM

TEN (10) SLOW

RELEASE PLANTING

TABLETS.

(21 GRAMS,

20-10-5)

BACKFILL MIXTURE:

REFER TO SPECS.

" I.D. RUBBER HOSE

TO ENCASE GUY WIRE

FINISH GRADE

(2) - 2"x2"x8"-0"

REDWOOD STAKES. DO

NOT DRIVE THROUGH

ROOTBALL AND DO NOT

ALLOW STAKE TO RUB

AGAINST TREE

329343.39-02

ROOT

BALL

NOTES:

1. TRUNK MUST BE PROTECTED FROM ROPE SLING BURNS AND ABRASIONS

DURING MOVING.

2. PROTECT HEART AND TIP FROM DAMAGE AND BREAKAGE DURING

TRANSPORTING AND TRANSPLANTING.

REMOVE LOWER FRONDS

AND SACKING

" I.D. RUBBER HOSE

TO ENCASE GUY WIRE

THREE (3) SINGLE STRAND

NO.9 GAUGE GALV. WIRES

EQ SPACED WITH TWO (2)

WHITE FLAGS PER GUY WIRE

6" SOIL BERM

BURIED STAKES, 36"

LONG NO.7 REBAR

FOR FIELD STOCK

TEN (10) SLOW

RELEASE PLANTING

TABLETS.

(21 GRAMS, 20-10-5)

FINISH GRADE

PREVAILING WINDS

ZINC COATED STEEL

TURN BUCKLES ON

EACH GUY WIRE

BACKFILL MIXTURE:

REFER TO SPECS

PALM PLANTING (SINGLE TRUNK)

NOT TO SCALE

2 X DIA.

OF ROOTBALL

TRUNK

329343.46-05

HYDRO SEED/ HYDRO SPRIG:

SHALL BE SPECIFICALLY PROCESSED FIBER CONTAINING

NO GROWTH OR GERMINATION INHIBITING FACTORS. IT

SHALL BE SUCH THAT AFTER ADDITION AND AGITATION

IN THE HYDRAULIC EQUIPMENT WITH SEEDS/SPRINGS,

FERTILIZER, WATER AND, OTHER ADDITIVES NOT

DETRIMENTAL TO PLANT GROWTH. THE FIBERS WILL

FORM A HOMOGENEOUS SLURRY. WHEN

HYDRAULICALLY SPRAYED ON THE SOIL, THE FIBERS

SHALL FORM A BLOTTER-LIKE GROUND COVER WHICH

READILY ABSORBS WATER AND ALLOWS INFILTRATION,

COMPLETE COVERAGE OF THE SURFACE SHALL BE

ATTAINED.

2" LAYER

AMENDMENT

4" LAYER TOP

SOIL

HYDRO-SEED/SPRIG DETAIL

NOT TO SCALE

329313-04

CLINKER STONE DETAIL

1" = 1'-0"

CONCRETE CURB

3" LAYER CLINKER

STONE

FILTER FABRIC

2" LAYER #3

GRAVEL

O2254.09-17

PLASTIC HEADER

3" LAYER OF CRUSHED GRAVEL

BELTON INDUSTRIES STYLE 307 FABRIC

COMPACTED SUB-GRADE

OR APPROVED EQUAL

BUILDING WALL

PLANTING AREA

FINISH GRADE

UNLESS OTHERWISE NOTED

MAINTENANCE STRIP

NOT TO SCALE

OR ROCKWORK

VARIES

SEE PLANS

O2254.09-04

TRIANGULAR SPACING

NOT TO SCALE

NOTE:

1. S = SPACING, (REFER TO PLANT LIST FOR SPACING)

2. USE SPACING LAYOUT FOR SHRUBS, GROUNDCOVERS, AND ANNUALS

PLANT

LOCATION

EDGE OF PAVEMENT OR WALL

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GENERAL PROJECT NOTES:

PLANTING NOTES

SPECIAL NOTE - COQUI FROG

LITTLE FIRE ANT PREVENTION PROGRAM

ROOT BARRIER DETAIL1

40 PSF (REDUCIBLE FOR

COLUMNS AND FOOTINGS -20%

MAX REDUCTION)

3,000 LBS POINT LOAD

100 PSF

20 PSF (REDUCIBLE 12 PSF MIN.)

6,000 LBS HORIZONTAL

POINT LOAD

5 PSF

SELF WEIGHT + 10%

AS REQUIRED BY ELEVATOR

SUPPLIER + 10%

ADDED 10 PSF DEAD LOAD AND

20 PSF LIVE LOAD. SEE SHEET

S-109 & S-110 FOR LOCATIONS

130 MPH

PARTIALLY ENCLOSED

+0.55

1.0

0.55g 0.15g D

0.50g 0.22g D

SPECIAL REINFORCED

CONCRETE SHEARWALL

Cs x W Cs = 0.10 R = 5

EQUIVALENT LATERAL FORCE

PROCEDURE

4,000 PSF

1/3 INCREASE

40 PCF

60 PLF

350 PCF

0.40

GENERAL:

A. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE BUILDING CODE AS STATED

BELOW. HOWEVER, WHERE REFERENCE IS MADE TO PERFORMANCE CONFORMING

TO OTHER STANDARDS THE MORE STRINGENT SHALL APPLY.

1. INTERNATIONAL BUILDING CODE: 2012 ADDITION

B. THE CONTRACTOR SHALL COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH

OTHER AND REPORT IN WRITING TO THE CONTRACTING OFFICER ALL

INCONSISTENCIES AND OMISSIONS.

C. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD

CONDITIONS AND SHALL COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS

WITH THE DRAWINGS BEFORE COMMENCING WORK. REPORT IN WRITING TO THE

CONTRACTING OFFICER ALL INCONSISTENCIES AND OMISSIONS.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL

TRADES.

E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS OF CONSTRUCTION,

WORKMANSHIP AND JOB SAFETY. THE CONTRACTOR SHALL PROVIDE TEMPORARY

SHORING AND BRACING AS REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS AND

SYSTEMS.

F. CONSTRUCTION LOADING SHALL NOT EXCEED DESIGN LIVE LOAD UNLESS SPECIAL

SHORING IS PROVIDED. ALLOWABLE LOADS SHALL BE REDUCED IN AREAS WHERE

THE STRUCTURE HAS NOT ATTAINED FULL DESIGN STRENGTH.

G. CONTRACTOR SHALL ENGAGE A REGISTERED STRUCTURAL ENGINEER IN THE STATE

OF HAWAII TO DESIGN CONSTRUCTION SHORING AND BRACING.

H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT

PROPERTIES, STRUCTURES, STREETS AND UTILITIES DURING THE CONSTRUCTION

PERIOD.

I. DETAILS NOTED AS TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL

CONDITIONS UNLESS SPECIFICALLY SHOWN OR NOTED.

DESIGN CRITERIA:

A. FLOOR LIVE LOAD

1. GARAGES (PASSENGER VEHICLES ONLY):

2. STAIRS AND EXITS:

3. ELEVATOR LOBBIES:

4. MECHANICAL ROOMS:

B. ROOF LIVE LOAD:

C. VEHICLE BARRIER SYSTEM LOAD:

D. SUPER IMPOSED DEAD LOADS

1. MECHANICAL / PIPING / MISC.

2. ROOFS - ROOFING AND MISC

3. MECH. EQUIP

4. ELEVATOR LOADS

5. FUTURE PV AND SUPPORT FRAMING

E. WIND DESIGN DATA

1. BASIC WIND SPEED (3-SECOND GUST):

2. OCCUPANCY CATEGORY:

3. EXPOSURE CATEGORY:

4. BUILDING ENCLOSURE CLASSIFICATION:

5. INTERNAL PRESSURE COEFFICIENT:

6. COMPONENTS AND CLADDING DESIGN WIND PRESSURE: VARIES

F. EARTHQUAKE DESIGN DATA:

1. OCCUPANCY CATEGORY:

2. IMPORTANCE FACTOR:

3. MAPPED SPECTRAL RESPONSE ACCELERATIONS

a. SHORT PERIOD:

b. 1-SEC PERIOD:

4. SITE CLASS:

5. SPECTRAL RESPONSE COEFFICIENTS

a. SHORT PERIOD:

b. 1-SEC PERIOD:

6. DESIGN CATEGORY:

7. BASIC SEISMIC-FORCE-RESISTING SYSTEM:

8. DESIGN BASE SHEAR (ULTIMATE):

9. SEISMIC RESPONSE COEFFICIENT:

10. RESPONSE MODIFICATION FACTOR:

11. ANALYSIS PROCEDURE:

G. SOILS

1. SITE CLASS:

2. ALLOWABLE BEARING CAPACITY:

3. ALLOWABLE BEARING CAPACITY

FOR WIND AND SEIMIC

4. EARTH PRESSURES

a. ACTIVE (LEVEL BACKFILL):

i. UNRESTRAINED:

ii. RESTRAINED:

b. PASSIVE:

5. COEFFICIENT OF FRICTION:

SPECIAL INSPECTIONS:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT SPECIAL

INSPECTION OF PORTIONS OF THE WORK AS REQUIRED BY THE BUILDING CODE IS

MADE AT THE APPROPRIATE TIME. THE CONTRACTOR SHALL SUBMIT STATEMENT OF

RESPONSIBILITY TO THE COR PRIOR TO THE COMMENCEMENT OF WORK. THE

CONTRACTOR SHALL GIVE TIMELY NOTICE OF WHEN AND WHERE INSPECTIONS ARE

TO BE MADE AND PROVIDE ACCESS FOR THE INSPECTOR. FREQUENCY OF

INSPECTION IS DEFINED IN THE IBC, SECTION 1704 TABLES. THE CONTRACTOR SHALL

CORRECT DEFECTIVE WORK AT NO ADDITIONAL COST TO THE GOVERNMENT AND PAY

FOR RE-INSPECTION AS REQUIRED.

B. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. REPORTS SHALL

INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE WITH APPROVED

CONSTRUCTION DOCUMENTS. THE INSPECTOR SHALL SUBMIT A FINAL SIGNED

REPORT TO THE CONTRACTING OFFICER DOCUMENTING THAT THERE ARE NO KNOWN

UNRESOLVED CODE REQUIREMENTS.

C. THE FOLLOWING TYPE OF WORK LISTED IN THE IBC, SECTION 1704, REQUIRES

SPECIAL INSPECTION:

1. INSPECTION OF FABRICATOR/SHOP UNLESS WORK IS DONE BY A REGISTERED

AND APPROVED FABRICATOR SHOP.

a. STRUCTURAL STEEL

b. PRECAST CONCRETE

2. STEEL CONSTRUCTION

a. WELDING

3. CONCRETE CONSTRUCTION

a. EXCEPTIONS: INSPECTIONS NOT REQUIRED FOR CONCRETE POURS FOR

i. NON STRUCTURAL SLABS SUPPORT DIRECTLY ON GROUND.

b. REINFORCING STEEL WELDING.

c. BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT

OF CONCRETE.

d. PLACEMENT OF CONCRETE

e. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND

TECHNIQUES.

f. POST INSTALLED CONCRETE BOLTS.

4. MASONRY CONSTRUCTION

a. PLACEMENT OF REINFORCING STEEL.

b. MORTAR AND MORTAR JOINTS

c. PLACEMENT OF GROUT

5. SOILS

a. FOUNDATION BEARING MATERIAL

b. FILL GREATER THAN ONE FOOT

FOUNDATION:

A. FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL INVESTIGATION

REPORT.

1. GEOTECHNICAL ENGINEERING EXPLORATION. FY16 PN 80412 SB HEALTH CLINIC

PARKING STRUCTURE, SCHOFIELD BARRACKS, OAHU, HAWAII, W.O. 6274-00 (B),

BY GEOLABS, INC. ON FEBRUARY 27, 2015

B. CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATION FROM SURFACE

WATER, GROUND WATER OR SEEPAGE.

C. EXCAVATIONS FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY

FOOTING OR FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE

FOOTING OR FOUNDATION AGAINST SETTLEMENT OR LATERAL TRANSLATION.

D. BOTTOM OF FOOTINGS AND RAT SLAB SHALL BE COMPACTED TO A MINIMUM OF 90%

RELATIVE COMPACTION PRIOR TO PLACEMENT OF REINFORCING STEEL AND

CONCRETE. IF SOFT AND/OR LOOSE MATERIALS ARE ENCOUNTERED AT THE BOTTOM

OF FOOTING EXCAVATIONS, THEY SHALL BE OVER-EXCAVATED TO EXPOSE THE

UNDERLYING FIRM MATERIALS. THE OVER-EXCAVATION SHALL BE BACKFILLED WITH

SELECT GRANULAR MATERIAL COMPACTED TO A MINIMUM OF 95% RELATIVE

COMPACTION OR THE FOOTING BOTTOM MAY BE EXTENDED DOWN TO THE

UNDERLYING COMPETENT MATERIAL.

E. SLAB SUBGRADES SHALL BE SCARIFIED TO A DEPTH OF ABOUT 8 INCHES,

MOISTURE-CONDITIONED TO AT LEAST 2 PERCENT ABOVE THE OPTIMUM MOISTURE,

AND COMPACTED TO A MINIMUM OF 95 PERCENT RELATIVE COMPACTION (ASTM D

1557) PRIOR TO PLACEMENT OF AGGREGATE BASE COURSE. THE UNDERLYING

SUBGRADE SOILS SHALL BE WETTED AND KEPT MOIST UNTIL THE FINAL PLACEMENT

OF SLAB CONCRETE. WHERE SHRINKAGE CRACKS ARE OBSERVED AFTER

COMPACTION OF THE SUBGRADE, PREPARE THE SOILS AGAIN AS INDICATED ABOVE.

IF SATURATION AND SUBSEQUENT YIELDING OF THE EXPOSED SUBGRADE DUE TO

INCLEMENT WEATHER AND POOR DRAINAGE OCCURS, THE CONTRACTOR SHALL

OVER-EXCAVATE THE SOFT AREAS AND REPLACE WITH STRUCTURAL FILL.

F. UNLESS NOTED OTHERWISE, THE MINIMUM DEPTH OF FOOTINGS SHALL BE 24 INCHES

BELOW THE LOWEST ADJACENT FINISH GRADE OR ADJACENT FINISHED FLOOR.

G. EXCAVATIONS FOR FOUNDATIONS SHALL BE MONITORED AND APPROVED BY THE

CONTRACTOR'S GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF CONCRETE AND

REINFORCING STEEL TO CONFIRM FOUNDATION BEARING CONDITIONS AND

REQUIRED EMBEDMENT DEPTHS.

H. CONTRACTOR SHALL BRACE OR PROTECT ALL WALLS BELOW GRADE FROM LATERAL

LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED

THEIR FULL DESIGN STRENGTH.

I. UNLESS NOTED OTHERWISE, WALLS OR PORTIONS THEREOF THAT RETAIN EARTH,

AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE

WATERPROOFED AND DAMPPROOFED.

J. JOINTS IN WALLS AND FLOOR, JOINTS BETWEEN THE WALL AND FLOOR AND

PENETRATIONS IN THE WALL AND FLOOR SHALL BE MADE WATERTIGHT UTILIZING

APPROVED METHODS AND MATERIALS.

CONCRETE:

A. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE

ACI 318

B. CAST-IN-PLACE CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK CONCRETE AND

SHALL HAVE THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTHS:

1. FOOTINGS AND GRADE BEAMS:

2. FOUNDATION RETAINING WALLS:

3. SLAB-ON-GRADE:

4. TOPPING OVER PRECAST PLANKS AND TEES:

5. ALL OTHER CONCRETE:

C. CONCRETE DELIVERY TICKETS SHALL RECORD ALL FREE WATER ADDED TO THE MIX:

AT BATCHING BY PLANT, FOR CONSISTENCY BY DRIVER, AND ANY ADDITIONAL

REQUEST BY CONTRACTOR IF PERMITTED BY THE MIX DESIGN.

D. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS

AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER

SUBSTANCES THAT ARE DELETERIOUS TO CONCRETE OR STEEL REINFORCEMENT.

E. FREQUENCY OF CONDUCTING STRENGTH TESTS SHALL BE AS FOLLOWS:

1. SAMPLES FOR STRENGTH OF EACH CLASS OF CONCRETE PLACED EACH DAY

SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH

150 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5,000

SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS.

2. IF THE TOTAL VOLUME OF CONCRETE IS SUCH THAT THE FREQUENCY OF

TESTING WOULD PROVIDE LESS THAN FIVE STRENGTH TESTS FOR A GIVEN

CLASS OF CONCRETE, TESTS SHALL BE MADE FROM AT LEAST FIVE RANDOMLY

SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE BATCHES ARE

USED.

F. ALL INSERTS, ANCHOR BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE

CONCRETE SHALL BE HOT-DIPPED GALVANIZED ACCORDING TO ASTM A153 UNLESS

OTHERWISE NOTED.

G. REINFORCING BARS, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN THE

CONCRETE SHALL BE SECURED IN POSITION PRIOR TO PLACEMENT OF CONCRETE.

H. CONDUITS, PIPES, AND SLEEVES PASSING THROUGH A SLAB OR FOOTING AND NOT

CONFORMING TO TYPICAL DETAILS SHALL BE…

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