20r17-Rpr Bldg 503A-Design-29Jun2020_Part1.pdf

PDF 15 MB Posted Aug 7, 2020

Attached to: Repair Building 503A, Fort Shafter, Oahu, Hawaii
Solicitation number: W9128A-20-R-0017
Issued by: Department of the Army Corps of Engineers Engineering District Honolulu

About this file

Written by GovTribe AI · Dec 28, 2023

This document summarizes a solicitation for repair work on Building 503A at Fort Shafter in Oahu, Hawaii. The U.S. Army Corps of Engineers, Honolulu District is seeking proposals for a design-bid-build project with a period of performance of 780 calendar days and a magnitude of $25-50 million. The scope of work involves reconfiguring the building to provide stacked utility cores on each floor, renovating barracks modules and common areas, replacing interior finishes, and complying with applicable codes and standards. Interested parties can attend an organized site visit on August 14, 2020. Proposals will be evaluated on experience, past performance, technical approach, and price using LPTA procedures, with award going to the best valued offeror. The NAICS code is 236220 and the small business size standard is $39.5 million. Subcontracting goals apply for small, small disadvantaged, women-owned, HUBZone, veteran-owned, and service disabled veteran-owned small businesses.

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File	Type	Posted
20r17-am5-sf30.pdf	PDF	Sep 18, 2020
20r17-am4-sf30.pdf	PDF	Sep 2, 2020
20r17-am3-Revised Specifications.pdf	PDF	Aug 27, 2020
20r17-am3-sf30.pdf	PDF	Aug 27, 2020
20r17-am3_B503A_Compile dwgs_25Aug2020_.pdf	PDF	Aug 27, 2020
sf30-20r17-am2.pdf	PDF	Aug 21, 2020
W9128A-20-R-0017 Am-0001.pdf	PDF	Aug 11, 2020
20r17-Rpr Bldg 503A-Spec-29Jun2020-part 1.pdf	PDF	Aug 7, 2020
20r17-Rpr Bldg 503A-Design-29Jun2020_Part2.pdf	PDF	Aug 7, 2020
A.2.11.3 20r17-solicitation.pdf	PDF	Aug 7, 2020
20r17-Rpr Bldg 503A-Spec-29Jun2020-part 2.pdf	PDF	Aug 7, 2020
20r17-Rpr Bldg 503A-Design-29Jun2020_Part3.pdf	PDF	Aug 7, 2020
20r17-Rpr Bldg 503A-Design-29Jun2020_Part5.pdf	PDF	Aug 7, 2020
20r17-Rpr Bldg 503A-Design-29Jun2020_Part4.pdf	PDF	Aug 7, 2020

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PROJECT LOCATION

BUILDING 503A

US Army Corps of Engineers ®

SHEET ID

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE.:

VOLUME:

M A

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BLDG503A

L E

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DESIGN COMPLETE SUBMITTAL

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HONOLULU DISTRICT

FY20 OMA REPAIR BUILDING 503A

FORT SHAFTER, OAHU, HAWAII

29 JUN 2020

FORT SHAFTER VICINITY MAP

NTS

LOCATION MAP

NTS

PLAN NORTH

US Army Corps of Engineers ®

SHEET ID

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SHEET NO SHEET TITLE REV

G-001 TITLE SHEET

G-002 INDEX OF DRAWINGS

G-003 INDEX OF DRAWINGS

SHEET NO SHEET TITLE REV

V-001 EXISTING CONDITIONS

C-001 NOTES

C-002 LEGEND AND ABBREVIATIONS

C-003 EROSION CONTROL PLAN

C-004 EROSION CONTROL NOTES AND DETAILS

C-005 HAUL ROUTE AND COSA

CD101 DEMOLITION PLAN - 1

CD102 DEMOLITION PLANS - 2 & 3 AND DEMOLITION NOTES

CS101 SITE PLAN

CS501 SITE DETAILS - 1

CS502 SITE DETAILS - 2

CP101 SIGNAGE AND STRIPING PLAN

CP501 SIGNAGE AND STRIPING DETAILS

CG101 GRADING PLAN - 1

CG102 GRADING PLAN - 2

CU101 OVERALL UTILITY PLAN

CU102 UTILITY PLAN - 1

CU103 UTILITY PLAN - 2 & 3

CU201 UTILITY PROFILES

CU501 TRENCH DETAILS

CU502 WATER DETAILS - 1

CU503 WATER DETAILS - 2

CU504 SEWER DETAIL -1

CU505 SEWER DETAILS - 2

INDEX OF DRAWINGS

GENERAL

CIVIL

SHEET NO SHEET TITLE REV

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES

S-004 GENERAL AT NOTES

S-005 TYPICAL SLAB-ON-GRADE DETAILS

S-006 TYPICAL REINFORCING DETAILS

S-007 TYPICAL CONCRETE WALL DETAILS

S-008 TYPICAL CONCRETE WALL DETAILS

S-009 TYPICAL FOUNDATION AND SLAB DETAILS

S-010 TYPICAL FRP AND PLANK DETAILS

S-011 TYPICAL SPALL REPAIR DETAILS

S-012 ROOF WIND PRESSURE DIAGRAM

SD101 FIRST FLOOR DEMOLITION PLAN

SD102 SECOND FLOOR DEMOLITION PLAN

SD103 THIRD FLOOR DEMOLITION PLAN

SD104 SIXTH FLOOR DEMOLITION PLAN

SD501 DEMOLITION DETAILS

S-101 FOUNDATION AND FIRST FLOOR FRAMING PLAN

S-102 SECOND FLOOR FRAMING PLAN

S-103 THIRD FLOOR FRAMING PLAN

S-104 SIXTH FLOOR FRAMING PLAN

S-105 ROOF FLOOR FRAMING PLAN

S-301 WALL ELEVATIONS

S-302 WALL ELEVATIONS

S-401 PARTIAL PLANS

S-402 PARTIAL PLANS

S-501 DETAILS

S-502 DETAILS

S-503 DETAILS

S-504 DETAILS

S-505 DETAILS

S-506 DETAILS

S-507 DETAILS

SHEET NO SHEET TITLE REV

A-001 GENERAL NOTES, ABBREVIATIONS

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 SECOND FLOOR DEMOLITION PLAN

AD103 THIRD FLOOR DEMOLITION PLAN (SIMILAR @ FOURTH AND FIFTH FLOOR)

AD104 SIXTH FLOOR DEMOLITION PLAN (SIMILAR @ SEVENTH FLOOR)

AD105 FIRST FLOOR CEILING DEMOLITION PLAN

AD106 SECOND FLOOR CEILING DEMOLITION PLAN

AD107 THIRD FLOOR CEILING DEMOLITION PLAN (SIMILAR @ FOURTH AND FIFTH FLOOR)

AD108 SIXTH FLOOR CEILING DEMOLITION PLAN (SIMILAR @ SEVENTH FLOOR)

AD109 ROOF DEMOLITION PLAN

AD201 NORTH EXTERIOR DEMOLITION ELEVATION

AD202 NORTHEAST AND SOUTHEAST PARTIAL EXTERIOR DEMOLITION ELEVATIONS

AD203 SOUTH EXTERIOR DEMOLITION ELEVATION

AD204 WEST AND NORTHWEST EXTERIOR DEMOLITION ELEVATIONS

AD205 SOUTHEAST AND SOUTHWEST EXTERIOR DEMOLITION ELEVATIONS

A-101 FIRST FLOOR PLAN (COF)

A-102 SECOND FLOOR PLAN (UEPH UNITS)

A-103 THIRD FLOOR PLAN (SIMILAR @ FOURTH AND FIFTH FLOOR UEPH UNITS)

A-104 SIXTH FLOOR PLAN (SIMILAR @ SEVENTH FLOOR UEPH UNIT)

A-105 FIRST FLOOR REFLECTED CEILING PLAN (COF)

A-106 SECOND FLOOR REFLECTED CEILING PLAN (UEPH UNITS)

A-107 THIRD FLOOR REFLECTED CEILING PLAN (SIMILAR @ FOURTH AND FIFTH FLOOR, UEPH

UNITS)

A-108 SIX FLOOR REFLECTED CEILING PLAN (SIMILAR @ SEVENTH FLOOR, UEPH UNITS)

A-109 ROOF PLAN

A-201 NORTH EXTERIOR ELEVATION

A-202 NORTHEAST AND SOUTHEAST PARTIAL EXTERIOR ELEVATIONS

A-203 SOUTH EXTERIOR ELEVATION

A-204 WEST AND NORTHWEST EXTERIOR ELEVATIONS

A-205 SOUTHEAST AND SOUTHWEST EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-311 WALL SECTIONS

A-401 ENLARGED LOBBY FLOOR AND CEILING PLANS - FIRST FLOOR

A-402 ENLARGED LOBBY INTERIOR ELEVATIONS - FIRST FLOOR

A-403 ENLARGED LOBBY AND UNIT FLOOR & CEILING PLANS - TYPE T2 - SECOND FLOOR

A-404 ENLARGED LOBBY AND UNIT FLOOR & CEILING PLANS - TYPE T2 - THIRD TO FIFTH FLOOR

A-405 ENLARGED LOBBY INTERIOR ELEVATIONS - SECOND FLOOR

A-406 ENLARGED UNIT INTERIOR ELEVATIONS (UNIT 205 TO 505) TYPE T2

A-407 ENLARGED UNIT FLOOR AND CEILING PLANS - TYPE T3 - SIXTH AND SEVEN FLOOR

A-408 ENLARGED UNIT INTERIOR ELEVATIONS (UNIT 605 AND 705) TYPE T3

A-409 TYPICAL ENLARGED UNIT FLOOR AND CEILING PLANS - TYPE TI

A-410 TYPICAL ENLARGED UNIT INTERIOR ELEVATIONS TYPE T1

A-411 TYPICAL FIXTURE AND ACCESSORY MOUNTING HEIGHTS

A-421 ENLARGED STAIR PLANS AND SECTIONS

A-422 ENLARGED ELEVATOR PLANS, DETAILS AND BOOT WASH DETAILS

A-423 STAIR OPENING CONC INFILL DETAILS, GUARDRAIL DETAILS, STAIR RAILING DETAILS

A-501 PARTITION TYPES

A-502 PARTITION TYPES

A-503 MISCELLANEOUS DETAILS - 1

A-504 MISCELLANEOUS DETAILS - 2

A-505 MISCELLANEOUS DETAILS - 3

A-506 MISCELLANEOUS DETAILS - 4

A-507 MISCELLANEOUS DETAILS - 5

A-531 ROOF DETAILS

A-601 DOOR SCHEDULE

A-602 DOOR DETAILS

A-603 WINDOW SCHEDULES AND DETAILS

A-604 WINDOW DETAILS

AF601 ROOM FINISH SCHEDULE

AF602 ROOM FINISH SCHEDULE

AF603 MATERIALS ROOM FINISH CODE SCHEDULE

AG101 FIRST FLOOR SIGNAGE PLAN

AG102 SECOND FLOOR SIGNAGE PLAN

AG103 THIRD FLOOR SIGNAGE PLAN (SIMILAR @ FOURTH AND FIFTH FLOOR)

AG104 SIXTH FLOOR SIGNAGE PLAN (SIMILAR @ SEVENTH FLOOR)

AG105 ROOF AND MACHINE ROOM SIGNAGE PLAN

AG601 SIGNAGE SCHEDULE

AG602 SIGNAGE DETAILS

AG603 SIGNAGE DETAILS

AJ101 FIRST FLOOR AIR BARRIER PLAN

AJ102 SECOND FLOOR AIR BARRIER PLAN

AJ103 THIRD FLOOR AIR BARRIER PLAN (SIMILAR @ FOURTH TO FIFTH FLOOR)

AJ104 SIXTH FLOOR AIR BARRIER PLAN (SIMILAR @ SEVENTH FLOOR)

AJ105 ROOF AND MACHINE ROOM AIR BARRIER PLAN

AJ301 BUILDING SECTIONS AIR BARRIER TEST ZONES

AJ302 BUILDING SECTIONS AIR BARRIER TEST ZONES

STRUCTURAL

SHEET NO SHEET TITLE REV

F-001 FIRE PROTECTION NOTES, SYMBOLS AND ABBREVIATIONS

F-002 BUILDIGN CODE SUMMARY

F-003 FIRE PROTECTION SITE PLAN

F-101 FIRST FLOOR PLAN - LIFE SAFETY

F-102 SECOND FLOOR PLAN - LIFE SAFETY

F-103 THIRD FLOOR PLAN (SIMILAR @ FOURTH AND FIFTH) - LIFE SAFETY

F-104 SIXTH FLOOR PLAN (SIMILAR @ SEVENTH) - LIFE SAFETY

FD101 FIRST FLOOR DEMOLITION PLAN - FIRE ALARM

FD102 SECOND FLOOR DEMOLITION PLAN - FIRE ALARM

FD103 THIRD FLOOR DEMOLITION PLAN (SIMILAR @ FOURTH AND FIFTH) - FIRE ALARM

FD104 SIXTH FLOOR DEMOLITION PLAN (SIMILAR @ SEVENTH) - FIRE ALARM

FD105 FIRST FLOOR DEMOLITION PLAN - STANDPIPE

FX101 FIRST FLOOR PLAN - FIRE SPRINKLER

FX102 SECOND FLOOR PLAN - FIRE SPRINKLER

FX103 THIRD FLOOR PLAN (SIMILAR @ FOURTH AND FIFTH) - FIRE SPRINKLER

FX104 SIXTH FLOOR PLAN (SIMILAR @ SEVENTH) - FIRE SPRINKLER

FX501 FIRE SPRINKLER DETAILS

FX601 FIRE SPRINKLER AND STANDPIPE ISOMETRIC PIPING

FA101 FIRST FLOOR PLAN - FIRE ALARM / MASS NOTIFICATION

FA102 SECOND FLOOR PLAN - FIRE ALARM / MASS NOTIFICATION

FA103 THIRD FLOOR PLAN (SIMILAR @ FOURTH AND FIFTH) - FIRE ALARM / MASS NOTIFICATION

FA104 SIXTH FLOOR PLAN (SIMILAR @ SEVENTH) - FIRE ALARM / MASS NOTIFICATION

FA501 FIRE ALARM / MASS NOTIFICATION DETAILS

FA601 FIRE ALARM / MASS NOTIFICATION SEQUENCE OF OPERATIONS

FA602 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM

FA603 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM

ARCHITECTURAL

SHEET NO SHEET TITLE REV

LD001 TREE PROTECTION NOTES

LD101 TREE DISPOSITION PLAN

LD601 TREE SURVEY AND ASSESSMENT

LP101 LANDSCAPE PLAN

LP501 LANDSCAPE DETAILS

LANDSCAPE

FIRE PROTECTION

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

G-003

BLDG503A

E X

O F

D R

A W

F Y

M A

R E

P A

H O

N O

L U

T R

F O

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S H

A F

T E

R H

I -5

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C E

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DESIGN COMPLETE SUBMITTAL

F O

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A F

T E

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INDEX OF DRAWINGS

SHEET NO SHEET TITLE REV

E-001 ELECTRICAL SYMBOLS AND LEGEND

E-002 ABBREVIATIONS

E-003 GENERAL ELECTRICAL NOTES

ES101 EXISTING/DEMOLITION SITE ELECTRICAL PLAN

ES102 ELECTRICAL SITE PLAN

ED101 EXISTING/DEMOLITION ELECTRICAL PLAN - FIRST FLOOR

ED102 EXISTING/DEMOLITION ELECTRICAL PLAN - SECOND FLOOR

ED103 EXISTING/DEMOLITION ELECTRICAL PLAN - THIRD FLOOR

ED104 EXISTING/DEMOLITION ELECTRICAL PLAN - FOURTH FLOOR

ED105 EXISTING/DEMOLITION ELECTRICAL PLAN - FIFTH FLOOR

ED106 EXISTING/DEMOLITION ELECTRICAL PLAN - SIXTH FLOOR

ED107 EXISTING/DEMOLITION ELECTRICAL PLAN - SEVENTH FLOOR

ED108 EXISTING/DEMOLITION ELECTRICAL PLAN - ROOF

EL101 LIGHTING PLAN - FIRST FLOOR

EL102 LIGHTING PLAN - SECOND FLOOR

EL103 LIGHTING PLAN - THIRD FLOOR

EL104 LIGHTING PLAN - FOURTH FLOOR

EL105 LIGHTING PLAN - FIFTH FLOOR

EL106 LIGHTING PLAN - SIXTH FLOOR

EL107 LIGHTING PLAN - SEVENTH FLOOR

EL108 LIGHTING PLAN - ROOF

EL501 LIGHTING FIXTURE DETAILS - 1

EL502 LIGHTING FIXTURE DETAILS - 2

EL503 LIGHTING FIXTURE DETAILS - 3

EL601 LIGHTING CONTROL DIAGRAM

EP101 POWER PLAN - FIRST FLOOR

EP102 POWER PLAN - SECOND FLOOR

EP103 POWER PLAN - THIRD FLOOR (FOURTH AND FIFTH SIMILAR)

EP104 POWER PLAN - SIXTH FLOOR (SEVENTH FLOOR SIMILAR)

EP105 POWER PLAN - ROOF

EP401 ENLARGED ELECTRICAL PLANS - 1

EP402 ENLARGED ELECTRICAL PLANS - 2

EP403 ENLARGED ELECTRICAL PLANS - 3

EP404 UNIT 1 ENLARGED ELECTRICAL PLANS - 4

EP405 UNIT 2 ENLARGED ELECTRICAL PLANS - 5

EP406 UNIT 3 ENLARGED ELECTRICAL PLANS - 6

EP501 ELECTRICAL DETAILS - 1

EP502 ELECTRICAL DETAILS - 2

EP503 ELECTRICAL DETAILS - 3

EP504 ELECTRICAL DETAILS - 4

EP505 ELECTRICAL DETAILS - 5

EP506 ELECTRICAL DETAILS - 6

EP601 EXISTING/DEMOLITION ELECTRICAL SINGLE LINE DIAGRAM

EP602 ELECTRICAL SINGLE LINE DIAGRAM - 1

EP603 ELECTRICAL SINGLE LINE DIAGRAM - 2

EP604 ELECTRICAL SINGLE LINE DIAGRAM - 3

EP605 ELECTRICAL PANEL SCHEDULES - 1

EP606 ELECTRICAL PANEL SCHEDULES - 2

EP607 ELECTRICAL PANEL SCHEDULES - 3

EP608 ELECTRICAL PANEL SCHEDULES - 4

EP609 ELECTRICAL PANEL SCHEDULES - 5

EY101 INTRUSION DETECTION SYSTEM (IDS) PLAN

EY501 INTRUSION DETECTION SYSTEM (IDS) INSTALLATION DETAILS

TELECOMMUNICATIONS

SHEET NO SHEET TITLE REV

T-001 TELECOMMUNICATIONS NOTES AND LEGEND

T-002 GENERAL TELECOMMUNICATIONS NOTES

T-101 TELECOMMUNICATIONS PLAN - FIRST FLOOR

T-102 TELECOMMUNICATIONS PLAN - SECOND FLOOR

T-103 TELECOMMUNICATIONS PLAN - THIRD FLOOR

T-104 TELECOMMUNICATIONS PLAN - FOURTH FLOOR

T-105 TELECOMMUNICATIONS PLAN - FIFTH FLOOR

T-106 TELECOMMUNICATIONS PLAN - SIXTH FLOOR

T-107 TELECOMMUNICATIONS PLAN - SEVENTH FLOOR

T-108 TELECOMMUNICATIONS PLAN - ROOF

T-401 ENLARGED TELECOMMUNICATIONS PLANS - 1

T-402 ENLARGED TELECOMMUNICATIONS PLANS - 2

T-403 ENLARGED TELECOMMUNICATIONS PLANS - 3

T-404 ENLARGED TELECOMMUNICATIONS PLAN - LIVING UNIT (FL2-5)

T-405 ENLARGED TELECOMMUNICATIONS PLAN - LIVING UNIT (FL6 & 7)

T-501 TELECOMMUNICATIONS DETAILS - 1

T-502 TELECOMMUNICATIONS DETAILS - 2

T-503 TELECOMMUNICATIONS DETAILS - 3

T-504 TELECOMMUNICATIONS DETAILS - 4

T-505 TELECOMMUNICATIONS DETAILS - 5

T-506 TELECOMMUNICATIONS DETAILS - 6

T-601 TELECOMMUNICATIONS GROUNDING DIAGRAM

T-602 TELECOMMUNICATIONS RISER DIAGRAM

T-603 COMMUNITY ANTENNA TELEVISION (CATV) INFRASTRUCTURE RISER DIAGRAM

T-604 GENERAL TELECOMMUNICATIONS MANHOLE - SCHEMATIC DIAGRAM

T-605 GENERAL TELECOMMUNICATIONS MANHOLE - SCHEMATIC DIAGRAM

SHEET NO SHEET TITLE REV

P-001 PLUMBING GENERAL NOTES AND LEGEND

PD101 DEMOLITION PLUMBING PLAN - FIRST FLOOR

PD102 DEMOLITION PLUMBING PLAN - SECOND FLOOR (THIRD THRU FIFTH FLOORS SIMILAR)

PD103 DEMOLITION PLUMBING PLAN - SIXTH FLOOR (SEVENTH FLOOR SIMILAR)

PD104 DEMOLITION PLUMBING PLAN - ROOF

PP101 NEW PLUMBING PLAN - FIRST FLOOR

PP102 NEW PLUMBING PLAN - SECOND FLOOR

PP103 NEW PLUMBING PLAN - THIRD FLOOR (FOURTH THRU SIXTH FLOORS SIMILAR)

PP104 NEW PLUMBING PLAN - SEVENTH FLOOR

PP105 NEW ROOF PLUMBING PLAN

PP401 PARTIAL ENLARGED SANITARY PLUMBING PLAN - FIRST FLOOR

PP402 PARTIAL ENLARGED SANITARY PLUMBING PLAN - FIRST FLOOR

PP403 PARTIAL ENLARGED SANITARY PLUMBING PLAN - FIRST FLOOR

PP404 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN - FIRST FLOOR

PP405 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN - FIRST FLOOR

PP406 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN - FIRST FLOOR

PP407 PARTIAL ENLARGED SANITARY PLUMBING PLAN - SECOND FLOOR

PP408 PARTIAL ENLARGED SANITARY PLUMBING PLAN - SECOND FLOOR

PP409 PARTIAL ENLARGED SANITARY PLUMBING PLAN - SECOND FLOOR

PP410 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN - SECOND FLOOR

PP411 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN - SECOND FLOOR

PP412 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN - SECOND FLOOR

PP413 TYPE T1 UNIT ENLARGED SANITARY PLUMBING PLAN – 3RD FLOOR (4TH THRU 6TH SIM.)

AND 7TH FLOOR, TYPE T3 UNIT (6TH AND 7TH)

PP414 TYPE T1 UNIT ENLARGED DOMESTIC WATER PLUMBING PLAN – 3RD FLOOR (4TH THRU 6TH

SIM.) AND 7TH FLOOR, TYPE T3 UNIT (6TH AND 7TH)

PP415 ENLARGED LOBBY SANITARY PLUMBING PLAN - THIRD FLOOR (FOURTH THRU SEVENTH

FLOORS SIMILAR)

PP416 ENLARGED LOBBY DOMESTIC WATER PLUMB PLAN - THIRD FLOOR (FOURTH THRU

SEVENTH FLOORS SIM.), ENLARGED PUMP RM PLUMB PLAN & SEC.

PP501 PLUMBING DETAILS

PP502 PLUMBING DETAILS

PP503 PLUMBING DETAILS

PP601 PLUMBING EQUIPMENT SCHEDULES

PP602 PLUMBING EQUIPMENT SCHEDULES

PP901 SANITARY PIPING DIAGRAMS

PP902 TYPICAL SANITARY PIPING RISER DIAGRAMS

PP903 SANITARY PIPING RISER DIAGRAMS

PP904 DOMESTIC WATER PIPING RISER DIAGRAMS

PP905 TYPICAL DOMESTIC WATER PIPING RISER DIAGRAMS

PP906 DOMESTIC WATER PIPING RISER DIAGRAMS

PP907 NEW HOT WATER PLANT - ISOMETRIC DIAGRAM

SHEET NO SHEET TITLE REV

M-001 MECHANICAL LEGEND & ABBREVIATIONS AND NOTES

MD101 DEMOLITION HVAC PLAN - FIRST FLOOR

MD102 DEMOLITION HVAC PLAN - SECOND FLOOR (THIRD THRU FIFTH FLOORS SIMILAR)

MD103 DEMOLITION HVAC PLAN - SIXTH FLOOR (SEVENTH FLOOR SIMILAR)

MH101 NEW HVAC PLAN - FIRST FLOOR

MH102 NEW HVAC PLAN - SECOND FLOOR (THIRD THRU SEVENTH FLOORS SIMILAR)

MH103 NEW HVAC PLAN - ROOF

MH301 HVAC BUILDING SECTIONS

MH302 HVAC BUILDING SECTIONS

MH303 HVAC BUILDING SECTIONS

MH401 PARTIAL ENLARGED HVAC DUCTWORK PLAN – FIRST FLOOR

MH402 PARTIAL ENLARGED HVAC DUCTWORK PLAN – FIRST FLOOR

MH403 PARTIAL ENLARGED HVAC DUCTWORK PLAN – FIRST FLOOR

MH404 PARTIAL ENLARGED HVAC PIPING PLAN – FIRST FLOOR

MH405 PARTIAL ENLARGED HVAC PIPING PLAN - FIRST FLOOR

MH406 PARTIAL ENLARGED HVAC PIPING PLAN - FIRST FLOOR

MH407 TYPE T1 UNIT ENLARGED HVAC PLAN AND SECTIONS

MH408 ENLARGED LOBBY HVAC PLAN – SECOND FLOOR AND THIRD FLOOR (FOURTH THRU

SEVENTH FLOORS SIMILAR)

MH409 TYPE T2 UNIT ENLARGED HVAC PLAN – SECOND FLOOR AND THIRD FLOOR (FOURTH AND

FIFTH FLOORS SIMILAR)

MH410 TYPE T3 UNIT ENLARGED HVAC PLAN – 6TH FLOOR (7TH FLOOR SIMILAR), MECH.

RM/JANITOR/LAUNDRY ENLARGED LOBBY HVAC PLAN – 7TH FLOOR

MH501 DDC NOTES

MH502 DDC POINTS LIST

MH503 DDC POINTS LIST

MH504 CHILLER SEQUENCE OF OPERATION

MH505 VAV AHU & TERMINAL UNIT SCHEMATIC AND CONTROL DIAGRAMS

MH506 DOAS SCHEMATIC AND CONTROL DIAGRAMS

MH507 FCU SCHEMATIC AND CONTROL DIAGRAMS

MH508 EXH FAN, SPLIT SYSTEM AND DEHUMIDIFIER SCHEMATIC AND CONTROL DIAGRAMS

MH509 HVAC DETAILS

MH510 HVAC DETAILS

MH511 HVAC DETAILS

MH512 HVAC DETAILS

MH601 HVAC EQUIPMENT SCHEDULE

MH602 HVAC EQUIPMENT SCHEDULE

MH901 CHILLED WATER PIPING DIAGRAM

MH902 CHILLED WATER PIPING RISER DIAGRAM

PLUMBING

MECHANICAL

ELECTRICAL

STOP

X X

FF=84.16

CONCRETE

FF=84.23

CONCRETE

FF=84.26

CONCRETE

T E

TEL

E L E

E L

E C

ELEC

E L

E C

E L

E C

ELEC

E L E

ELEC

E L

E C

ELEC

E L

E C

ELEC

D 4

W 6W

GAS

8(ABANDONED)

E L E

G A

GAS

2'X1' DRAIN BOX

S 6

8 (PVC)

LIMIT

SPEED

STOP

4-WAY

STOP

PARKING

ANY

TIME

ENTER

DO NOT

M.P.H.

TIME

ANY

PARKING

SPEED

LIMIT

4-WAY

° 4

' 1

" 2

PARKING STALLS

4-GP

TOP=86.51

S L

I G

T E

O X

T O

ELEC TRANSFORMER

S I D

E W

I N

PRV

BIKE RACK

WV BOX

TOP=83.87

WV BOX

TOP=83.92

TOP=83.81

WV BOX

TOP=83.76

TOP=83.82

WV BOX

TOP=83.39

RISERS

2-WM

C E

S L

E L E

O X

TANK

BUILDING 503A

TANK

GATE

81.52

82.01

82.26

82.48

82.86

83.50

83.87

84.28

84.82

85.44

TC 82.63

82.65

82.70

CC 83.42

84.25

84.19 84.17

84.17

84.27

84.22

83.57

83.18

83.23

82.98

83.09

83.03

83.17

83.03

82.86

83.0683.08

82.62

83.01

82.49

83.06

81.64

81.43

81.23

80.70

TW 81.37

TW 81.91

86.24

86.31

83.76

86.09

CC 84.91

84.87

84.12

82.80

83.98

TW 81.81

CC 82.20

CC 82.31

T 82.34

CC 84.19

T 84.09

T 84.08 T 84.06

T 84.09

TC 82.26

84.59 85.39

82.59

82.75

83.06 83.31

BC 81.69

BC 81.99

TW 81.33

BW 81.18

B 81.95

BW 81.09

G 81.80

BW 81.30

G 83.00

B 83.83

B 83.80

B 83.97 B 83.89

B 83.98

G 83.82

G 82.14

81.12

ELEC BOX

D=1.5

H=25

S T

E P

D=1

H=35

H=30

D=1.5

S L

E L

T E

O X

D=1

H=20

FOUNTAIN

CONC WALL

BENCH

D=1

H=25

BENCHES

BENCH

BENCHES

D=3.5

H=40

ELEC BOX

CONTAINER

D=2

H=30

ICV

D=1.5

H=20

PICNIC TABLE

BENCHES

D=1

H=30

H=25

D=1

BENCHES

H=35

D=3

RISER

POSTS

82.77

CC 82.45

CC 83.28

CC 83.14

CC 83.17

CC 83.21

79.99

79.75

83.05

82.19

81.86

82.44

83.38

81.20

81.61

81.79

82.09

81.39

81.23 81.18

81.75

82.58

82.68

82.42

81.79

80.66

81.53

81.88

80.08

79.95

79.53

79.56

79.75

79.97

80.12

80.95

81.21

81.12

79.84

79.88

79.87

79.84

79.80

79.84

79.86

80.89

81.61

T 83.12

83.80

83.24

81.79

81.06

79.59

79.77

79.90

80.02

81.01

80.59

TW 81.54

TW 81.45

TW 81.51

80.76

80.86

80.89

80.64

80.33

80.10

79.68

79.90

80.16

80.42

TW 90.28

TW 90.29

83.25

83.27

83.25

TC 79.53

TC 79.77

TC 79.97

TC 80.85

TC 80.82

TC 78.57

TC 79.01

TC 80.12

TC 80.24

TC 79.98

TC 79.51

78.56

78.99

79.51

79.80

79.89

79.77

79.33

78.89

78.49

78.75

79.21

79.57

79.87

G 82.38

G 82.29

CC 82.32

G 83.05

G 82.94

BC 80.22

D=3

H=35

SIGN

ELEC MH

TOP=83.41

4-GP

POSTS

STUMP

SIGN

STAND PIPES

TOP=87.41

ELEC MH

H=35

D=2.5

SIGNS

AC PAVEMENT

E M

T O

G 82.76

SIGN

TOP=79.64

UTILITY BOX

ICV

INV=80.96

TC 80.68

TC 80.22T

TC 81.80

TC 82.18

TC 82.48

TC 83.19

TC 83.65

TC 83.66

TC 83.75 TC 83.78

TC 83.88

TC 83.97

TC 83.76

TC 84.06

TC 84.89

TC 84.95

TC 86.23

TC 86.12

TC 86.83

TC 87.90

TC 87.45

TC 88.29

CC 88.91

TC 88.15

88.07

TC 87.37

TC 86.72

TC 86.52TC 85.91

TC 85.51

TC 84.80

TC 84.57

TC 84.80TC 84.23

TC 83.81

TC 83.36

TC 83.22

TW 87.87

TC 83.03

TW 87.92

82.94

CC 83.75

TW 87.91

83.12

TW 87.88

82.80

82.86

BC 80.15

BC 79.82

BC 81.35

BC 81.83

BC 82.15

BC 82.85

BC 83.32

BC 83.34

BC 83.38 BC 83.43 BC 83.52

BC 83.67

BC 83.47 BC 83.75

BC 84.54

BC 84.73

BC 85.90

BC 85.75

BC 86.46

BC 87.53

BC 87.06

G 88.80

BC 87.84

BC 87.79

BC 86.31

BC 86.95BC 86.08

BC 85.41

BC 85.09

BC 84.39

BC 84.06

BC 84.38BC 83.77

BC 83.45

BC 82.85

BW 82.51

BC 82.75

BC 82.78

G 83.56

BW 82.76BW 83.00

TC 83.02

BC 79.77

BC 79.43

BC 78.11

BC 78.48

BC 79.03

BC 79.69

BC 80.40

BC 79.54

BC 79.34

BC 79.00

BW 80.05

BW 80.31

BW 80.43

BW 80.66

G 82.91

B 83.03

BC 82.56

2ND FLOOR LINE

BW 80.25

BW 80.93

TOP=83.46

RISER

BC 79.79

TC 80.32

G 84.73

84.59

83.24

D=2.5

H=50

CL FENCE, H=6

STREET SIGNS

BLUE REF

R E

C O

T E

C O

I D

E W

A L

D O

U B

L O

I N

ELEC BOX

DOUBLE SWING GATE

CL FENCE, H=8

F E

N C

E , H

CONC CURB

E M

E N

AC PAVEMENT

UP/CD

STREET SIGNS

POST

ELEC BOX

ELEC OUTLET

D=2.5

H=30

ELEC OUTLET

CONC BARRIER

PAD-MOUNTED

H=35

D=3

H=35

D=2.5

H=25

D=2

H=30

D=2

H=30

D=2

H=40

D=4.5

YELLOW LINE

PATCH

RPMREF

BLUE REF

RPM

SIGN

CONC CURB

EDGE PAVEMENT

FENCE, H=15

ELEC OUTLET

S I G

N S

S L

S I G

BASIN

90.87

83.53

83.98

89.37

90.52

CC 81.41

CC 81.30

CC 79.44

CC 80.29

78.67

79.19

86.07

89.13

88.40

88.55

88.40

88.23

87.70

86.15

88.14

88.64

88.95

89.23

89.45

90.55

91.39

89.40

88.81

84.96

84.69

91.09

89.14

88.48

87.8587.04 86.43

85.72 85.30

84.7584.2383.85

90.94

91.59

91.20

91.86

81.14

78.73

78.25

77.43 77.20

78.08

78.68

79.42

80.23

92.69

92.18

91.74

91.36

91.72

89.88

89.48

89.04

88.11

87.18

86.74

85.99

85.76

85.43

85.23

84.87

84.2883.80

83.33 82.81

82.54 82.22

82.24

82.15

TDC 88.50

TC 88.28

TC 87.64

TC 86.88

TC 86.25TC 85.59

TC 85.02

TC 84.47

TC 84.03TC 83.71

TC 83.30

TC 88.92

TDC 88.88

TC 84.98

90.07

TDC 90.75

TC 91.01

TC 90.73

TC 91.66

TC 91.42

TC 90.78

TC 88.31

TC 86.92

TC 87.02

TC 86.55

TC 85.87

TC 85.80

TC 85.13

TC 84.43

TC 83.99

TC 82.92

TC 81.21

TC 81.54

TC 81.90

TC 82.10

TC 82.19 TC 82.61

TC 82.56

TC 81.23

TDC 81.36

TC 81.13

TC 80.96

TC 80.09

TC 79.89

TC 79.30

TC 77.81

86.49

86.56

86.75

81.69

81.03

80.51

81.12

81.49

81.85

82.26

82.71 83.07

83.57

84.02 84.54

85.09

85.59

86.24

86.89 87.64

88.34

TC 90.38

BC 90.24

BC 90.59

BC 91.55

BC 86.82

BC 86.31

BC 86.72

BC 85.79

BC 85.70

BC 79.68

G 79.32

G 80.13

BC 78.90

BC 79.44

BC 77.31

BC 80.47

BC 80.68

G 81.20

BC 81.03

BC 80.98

G 81.26

BC 83.07

BC 83.54 BC 83.89

BC 84.35

BC 84.95 BC 85.44 BC 86.11

BC 86.77

BC 87.52 BC 88.05

BC 88.28

BC 88.41

BC 88.51

BC 84.63

86.73

86.79

86.70

86.54

86.48

86.18

86.43

BC 80.91

BC 81.33

BC 81.78

BC 81.97

BC 82.04 BC 82.30

BC 82.39

BC 82.87

BC 83.91

BC 84.27

BC 84.96

TC 87.49

BC 87.45

BC 88.26

BC 90.68

BC 90.22

89.00

TC 89.61

BC 89.54

BC 90.39

BC 91.28CC 82.16

G 82.04

TDC 90.09

BC 89.75

SMH

TOP=78.33

T E

T O

TOP=80.10

TOP=80.33

SMH

TOP=81.27

TOP=81.72

ELEC BOX

UTILITY BOX

TOP=82.15

TOP=82.47

TOP=82.83

TOP=83.34

TOP=86.32

WMH(ARV)

TOP=86.47

ELEC MH

TOP=86.36

ELEC MH

TOP=88.09

TEL MH

TOP=89.19

TOP=90.70

TOP=88.30

TOP=90.13

WMH

TOP=90.14

TOP=87.61

T E

T O

E L

T O

81.97

81.58

81.33

80.05

81.96

86.25

89.37

88.49

87.72

87.44

87.91 88.23

88.73

89.89

87.52 87.38

86.79

89.44 89.02

89.93

90.32

90.65 90.97

89.69

89.26

81.73

81.45

CC 90.00

G 89.41

SL/SIGN

TDC 81.56

BC 81.28

RAMP

81.24

81.63

E M

E N

E M

E N

AC PAVEMENT

91.79

91.40

90.65

90.01

C O

E W

A L

C O

E W

A L

AC PAVEMENT

C O

K W

A Y

83.16

83.47

83.82

84.61

84.85 85.28

POSTS

CC 86.10

G 85.97

ELEC BOX

BARRIER

PICNIC TABLE

HVAC

CONC WALKWAY

C O

K W

A Y

CONC SIDEWALK

BBQ GRILL

TREE

TREES

PALM

TREE

TREES

TREE

WISSER ROAD

P I E

R C

T R

E E

S T

R O

E E

BUILDING 503B

A/C

SMH

CH-1

CHILLER

TRANSFORMER

WOODEN

TRANSFORMER SHED

H E

P S

E L

C A

TS=75.50

TS=76.43

TS=77.52

TS=79.17

TS=81.28

TS=80.39

TS=84.58

TV=84.87

TS=86.92

TS=87.33

TS=87.53

INV=87.70

SHED

INV=86.11

ICV

TS=81.89

TS=82.22

TS=81.91

TS=81.67

TS=80.67

TP=81.21

SMH

TOP=83.31

INV=77.39

INV=76.38

INV=74.88

INV=74.50

GAS

METER

TS=85.41

TOP=85.99

TS=85.13

TS=82.09

SWITCH

PAD-MOUNTED

SWITCH

BFP

UTILITY

MARKER

(NOT FOUND)

DRY WELL

TOP=86.11

TS=84.57

STA. 101

"Y" CUT

ELEV.=89.03

STA. 105

"Y" CUT

ELEV.=83.67

STA. 112

"Y" CUT

ELEV.=80.01

STA. 109

MAG NAIL

ELEV.=76.51

ELEC

E L

E C

E L

E C

N 64743.20

E 1680389.07

N 64897.14

E 1680433.12

N 64815.44

E 1680133.27

N 64924.15

E 1680113.60

N O

P A

R K

I N

N O

P A

R K

I N

E L E

C E

L E

E L E

W 8

ELEC

DI (BURIED)

18 (FLD)

12 (REC)

E L E

DMH

L P

WISSER ROAD

I E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U S

R M

O R

N G

I N

E E

R S

US Army Corps of Engineers

R E

G I O

N A

N G

I N

E E

R I N

E N

T E

H O

N O

L U

I N

E E

R I N

I S

T R

I C

H O

N O

L U

N O

L U

T R

I C

F T

H A

F T

E R

S I

F Y

I L D

I N

F O

F T

E R

A H

A W

K L

J U

DESIGN COMPLETE SUBMITTAL

BLDG503A

I S

T I N

O N

D I T

I O

N S

V-001

EXISTING CONDITIONS

SCALE: 1"=20'

GRAPHIC SCALE

20' 40'0

STA. 101

"Y" CUT

ELEV.=89.03

N:64,897.14

E:1,680,433.12

STA. 109

MAG NAIL

ELEV.=76.51

N:64,815.44

E:1,680,133.27

STA. 112

"Y" CUT

ELEV.=80.01

N:64,924.15

E:1,680,113.60

STA. 105

"Y" CUT

ELEV.=83.67

N:64,743.20

E:1,680,389.07

NOTES:

1. EXISTING CONDITIONS ARE BASED ON A TOPOGRAPHIC SURVEY

PERFORMED BY CONTROL POINT SURVEYING, INC. IN MARCH 2019

AND FROM RECORD DRAWINGS AND ARE NOT GUARANTEED.

CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS PRIOR TO

START OF CONSTRUCTION.

2. TOPOGRAPHIC SURVEY IS BASED ON

NAD 1983 PA11 STATE PLANE HAWAII 3 FIPS 5103 FEET

GEODETIC VERTICAL DATUM: MEAN SEA LEVEL (MSL),

LOCAL TIDAL DATUM, 1983-2001 TIDAL EPOCH

3. ALL HORIZONTAL AND VERTICAL CONTROLS FOR THIS PROJECT

SHALL BE ESTABLISHED USING THE BENCH MARKS INDICATED.

4. LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND

BASED ON BEST AVAILABLE INFORMATION PROVIDED BY OTHERS.

5. ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN CALLOUTS/NOTES

ARE IN FEET UNLESS OTHERWISE NOTED.

6. SEE SHEET C-002 FOR TOPO LEGEND AND ABBREVIATIONS.

AutoCAD SHX Text N

AutoCAD SHX Text

CIVIL NOTES:

1. THE EXISTING TOPOGRAPHY AND LOCATIONS OF EXISTING STRUCTURES, UTILITIES, FEATURES, AND

TREES AS SHOWN ON THE DRAWINGS ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED BY

CONTROLPOINT SURVEYING, INC., ELECTRONIC FILE, DATED ON MARCH 26, 2019, AND ON AVAILABLE

RECORD DRAWINGS AND ARE NOT GUARANTEED.

2. UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS FROM THE BUILDING INDICATED ARE FROM THE

OUTSIDE FACE OF WALL. BUILDING LOCATIONS ARE WITH RESPECT TO OUTER WALL LINES.

3. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM DPW PRIOR TO START OF ANY

EXCAVATION OR GRADING ACTIVITIES.

4. THE CONTRACTOR SHALL TONE AND PHYSICALLY VERIFY ALL CROSSINGS OF EXISTING UTILITIES PRIOR TO

COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL ALSO VERIFY AND CHECK ALL PERTINENT

ELEVATION, LOCATION, AND DETAIL DIMENSIONS NOTED ON THE DRAWINGS PRIOR TO PIPELINE UTILITY

INSTALLATION. ANY DISCREPANCY WITH PLAN ARRANGEMENTS SHALL BE IMMEDIATELY BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER OR CONTRACTING OFFICER'S REPRESENTATIVE (COR) FOR

CLARIFICATION.

5. EXISTING STRUCTURES AND TREES NOT INDICATED ON THE PLANS FOR REMOVAL SHALL BE PRESERVED.

IF ANY SUCH STRUCTURES OR TREES OBSTRUCT CONSTRUCTION OPERATIONS, THE CONTRACTING

OFFICER OR COR SHALL BE NOTIFIED BEFORE PROCEEDING.

6. CONNECTION TO UTILITIES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AND DPW.

CONNECTION TO SANITARY SEWER SYSTEMS SHALL BE COORDINATED WITH AQUA ENGINEERS.

7. ALL SERVICE CONNECTION OPERATIONS SHALL BE COORDINATED WITH THE CONTRACTING OFFICER OR

THEIR DESIGNATED REPRESENTATIVE. PRIOR TO COMMENCING WORK ON THE NEW UTILITY LINES, THE

CONTRACTOR SHALL:

A. EXCAVATE BY HAND OR CAREFULLY WITH MACHINERY TO VERIFY THE MATERIALS, O.D., LOCATION, AND DEPTH OF THE EXISTING UTILITY SERVICES AND STRUCTURES WHICH THE NEW WORK WILL

CROSS OR CONNECT TO. CARE SHALL BE EXERCISED DURING EXCAVATION AND TRENCHING.

B. VERIFY THAT THE NEW WORK CAN BE INSTALLED AS SHOWN OR NOTIFY THE COR OF ANY

DISCREPANCIES WHICH WILL PREVENT INSTALLATION OF THE WORK AS SHOWN.

C. FOR THE NEW WATER LINE CONNECTION, ALL COMPONENTS, INCLUDING VALVES AND RELATED ITEMS, SHALL BE ON SITE AND APPROVED PRIOR TO SCHEDULING OF UTILITY CONNECTIONS.

8. THE CONTRACTOR SHALL PROTECT EXISTING CONDITIONS AND RESTORE AREAS DISTURBED BY

CONSTRUCTION ACTIVITIES (I.E. PAVEMENT, CURBING, STRIPING, ETC) TO ORIGINAL CONDITION OR

BETTER.

9. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING CONSTRUCTION, DEWATERING, AND EXCAVATION TO PREVENT DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE HELD LIABLE

IN THE EVENT OF ANY DAMAGE AND HELD RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF ALL

EXISTING UTILITIES AND STRUCTURES SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ALSO BE

RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES NOT

SHOWN ON THE DRAWINGS BUT MADE KNOWN TO HIM. REPAIR OF DAMAGE TO UTILITIES OR STRUCTURES

NOT SHOWN ON THE DRAWINGS SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH

THE SPECIFICATIONS AND WITH THE CONCURRENCE OF THE CONTRACTING OFFICER OR COR.

10. THE CONTRACTOR SHALL DISPOSE ALL WASTE MATERIALS OUTSIDE THE GOVERNMENT'S PROPERTY.

11. CONTRACTOR SHALL NOTIFY DPW AT LEAST 45 DAYS PRIOR TO CONNECTING TO OR COMMENCING WORK

TO THE EXISTING WATER AND SEWER SYSTEMS.

12. PROTECT ALL EXISTING TREES NOT IDENTIFIED FOR REMOVAL DURING ALL PHASES OF CONSTRUCTION.

ANY TREE DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH A TREE OF EQUAL SIZE

AND SPECIES.

13. CONTRACTOR'S OPERATIONS AND STORAGE AREA (COSA) SHALL BE LOCATED AS INDICATED. COSA SHALL

BE RESTORED TO ITS ORIGINAL CONDITION AFTER PROJECT COMPLETION. COSA SHALL BE FENCED, AS

DIRECTED BY THE COR, WITH A SIGN POSTED SHOWING CONTRACTOR'S NAME, POINT OF CONTACT (POC), AND PHONE NUMBER FOR POC (24 HOURS/DAY), IN CASE OF AN EMERGENCY DURING OFF-HOURS.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS

REQUIRED FOR CONSTRUCTION OF THIS PROJECT AT NO ADDITIONAL COST TO THE GOVERNMENT.

15. SPILL RESPONSE KITS SHALL BE AVAILABLE FOR USE ON-SITE DURING ALL PERIODS OF ACTIVITY WHEN A

POTENTIAL EXISTS FOR FUEL, OIL, OR CHEMICAL RELEASE, SUCH AS A LEAK OR SPILL. WORKERS ON-SITE

MUST BE KNOWLEDGEABLE CONCERNING SPILL RESPONSE PROCEDURES. ALL SPILLS SHALL BE

IMMEDIATELY REPORTED TO THE DPW ENVIRONMENTAL SPILL REPORTING HOTLINE AT (808)-656-1111

DURING BUSINESS HOURS OR THE INSTALLATION OPERATIONS CENTER AT (808)-656-3272 FOR AFTER

HOUR OR WEEKEND REPORTS.

16. DIMENSIONS WITH APPROXIMATE SYMBOL (~) DENOTE EXISTING CONDITIONS. CONTRACTOR SHALL FIELD

VERIFY.

GRADING NOTES:

1. ALL NEW GRADES ARE FINISHED GRADES AT PAVEMENT SURFACE OR GROUND SURFACE.

2. THE LIMITS OF THE AREA TO BE GRADED SHALL BE FLAGGED BEFORE THE COMMENCEMENT OF

GRADING WORK.

3. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA AND SURROUNDING

AREA FREE FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE LOCAL AND

FEDERAL AIR POLLUTION CONTROL STANDARDS AND REGULATIONS.

4. ALL GRADING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH THE APPLICABLE

PROVISIONS OF THE STATE WATER POLLUTION CONTROL AND WATER QUALITY STANDARDS.

RUNOFF FROM THE SITE SHALL BE CONTAINED WHERE PRACTICAL. EROSION CONTROL MEASURES

(I.E. SILT FENCE, COMPOST FILTER SOCK, SNAKE BAG, ROCK CHECK DAMS, ETC.) SHALL BE

INSTALLED IN THE PATH OF SURFACE WATER RUNOFF TO TRAP SEDIMENTS.

5. ALL SLOPES AND EXPOSED AREAS OUTSIDE OF THE PAVEMENT AND BUILDING AREAS SHALL BE

PLANTED IMMEDIATELY AFTER THE GRADING WORK HAS BEEN COMPLETED.

6. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS DEPOSITED IN DRAINAGE AND SEWERAGE

FACILITIES, ROADWAYS, AND OTHER AREAS RESULTING FROM HIS WORK. THE COSTS INCURRED FOR

ANY NECESSARY REMEDIAL ACTION BY THE CONTRACTING OFFICER OR COR SHALL BE PAYABLE AT

THE CONTRACTOR'S EXPENSE. SOIL TRACKING ONTO INSTALLATION ROADS IS PROHIBITED.

WASHING OF SOIL INTO STORM DRAIN INLETS IS PROHIBITED AND IS A VIOLATION OF THE CLEAN

WATER ACT.

7. IMPLEMENT EROSION CONTROLS AND BEST MANAGEMENT PRACTICES (BMP) PLAN PRIOR TO

STARTING SITE DEMOLITION IN ACCORDANCE WITH CONTRACTOR'S PROJECT-SPECIFIC STORM

WATER POLLUTION PREVENTION PLAN (SWPPP). SEE SHEETS C-003 AND C-004 FOR DETAILS.

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C-001

DPW WATER NOTES:

1. ALL MAIN DRAIN, FLOW TEST AND INSPECTOR'S TEST CONNECTIONS WILL BE PIPED OUTDOORS TO

PREVENT WATER DAMAGE TO FACILITIES. AT NO TIME WILL THESE CONNECTIONS BE ALLOWED TO

TERMINATE IN FLOOR SINKS, UTILITY SINKS, P-TRAPS OR ANY OTHER INTERIOR DRAIN. THE WATER

FLOW FROM THE OUTLET END OF THESE CONNECTIONS WILL BE ONTO A HARD SURFACE OR GUTTER

BLOCK TO MINIMIZE DAMAGE TO LANDSCAPING AND GROUNDS.

2. EXISTING SHUTOFF VALVES ARE KNOWN IN SOME INSTANCES TO BE LEAKING AND WILL NOT

PREVENT WATER FROM FLOWING INTO EXISTING PIPE WHEN MAKING NEW CONNECTION TO EXISTING

WATER MAIN. CONTRACTOR SHALL PLAN FOR CONTINGENCIES WHERE SHUTOFF VALVES ARE

LEAKING AND HAVE MULTIPLE TRASH PUMPS READY ON SITE AND BE EQUIPPED TO EXCAVATE A

TRENCH TO PROVIDE A SUMP TO PUMP AND DISPOSE WATER. DISCHARGE OF WATER FROM THE

SUMP SHALL COMPLY WITH APPLICABLE NPDES PERMITS.

3. ALL CONNECTIONS TO THE DRINKING WATER SYSTEM MUST HAVE PRIOR APPROVAL AND

COORDINATION WITH DPW OMD FACILITIES BRANCH.

4. ALL DOMESTIC WATER PIPES, FITTINGS, AND FIXTURES INSTALLED MUST MEET THE EPA "LEAD-FREE"

STANDARD.

5. BACKFLOW PREVENTION ASSEMBLIES WILL BE PAINTED AS FOLLOWS.

5.1. RECYCLED WATER BFPAs WILL BE PAINTED PURPLE, PANTONE 522.

5.2. FIRE SPRINKLER BFPAs WILL BE PAINTED "SAFETY RED", PPG V70-5.

5.3. ALL OTHER BFPAs WILL BE PAINTED "CORDOVAN BROWN", PPG V70-640.

5.4. TEMPORARY WATER SERVICE CONNECTIONS ARE NOT REQUIRED TO BE PAINTED.

6. SEE SPECIFICATIONS FOR ADDITIONAL DPW SPECIFIC REQUIREMENTS.

AQUA ENGINEERS SEWER NOTES:

1. ALL SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE AQUA ENGINEERS, INC. COLLECTION SYSTEM DESIGN AND CONSTRUCTION PROTOCOL, DATED JANUARY 2009, THE CITY

AND COUNTY OF HONOLULU DESIGN STANDARDS, DATED JULY 1993, STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION, DATED SEPTEMBER 1986, AND STANDARD DETAILS FOR PUBLIC

WORKS CONSTRUCTION, DATED SEPTEMBER 1984.

2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE AQUA ENGINEERS, INC. EMERGENCY PHONE

LINE AT (808) 685-7347 OF ANY WASTEWATER SPILLS. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ANY SEWAGE SPILLS CAUSED DURING CONSTRUCTION AND FOR ANY FINES OR PENALTIES DUE

TO ANY SPILL RESULTING FROM THE WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR

ANY DAMAGE TO EXISTING SEWER UTILITIES RESULTING FROM THE WORK.

3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL WORK, INCLUDING ANY SEWAGE

SPILLS, OVERSIGHTS, DAMAGES, ERRORS, OR OMISSIONS CAUSED BY THE CONTRACTOR OR ANY OF

ITS SUBCONTRACTORS.

4. PRIOR TO ANY SEWER MODIFICATIONS/CONNECTIONS BEING MADE AND PLACED INTO SERVICE, THE

CONTRACTOR SHALL SUBMIT A SEWER CONNECTION (SC) PERMIT APPLICATION FORM AND HAVE IT

APPROVED BY AQUA ENGINEERS.

5. TO REQUEST AN INSPECTION FOR ALL SEWER TESTING/INSPECTION WORK, THE CONTRACTOR SHALL

SUBMIT A COMPLETED INSPECTION REQUEST (IR) FORM TO AQUA ENGINEERS A MINIMUM OF THREE

(3) WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION DATE.

6. ALL PERMITS, REQUESTS FOR INSPECTION, OR ANY OTHER SUBMITTALS SHALL BE SUBMITTED TO

PROJECTSERVICES@AQUAENGINEERS.COM.

7. AQUA ENGINEERS SHALL RECEIVE A COPY OF THE FINAL AS-BUILTS/RECORD DRAWINGS UPON

COMPLETION OF THE PROJECT.

8. SEE SPECIFICATIONS FOR ADDITIONAL AQUA ENGINEERS SEWER REQUIREMENTS.

TRAFFIC CONTROL NOTES:

1. CONTRACTOR SHALL HIRE A LICENSED CIVIL ENGINEER WITH A MINIMUM FIVE (5) YEARS TRAFFIC

CONTROL/ENGINEERING DESIGN EXPERIENCE TO PREPARE TRAFFIC CONTROL AND PHASING

PLANS FOR ALL PROPOSED ROAD AND/OR PARKING LOT CLOSURES.

A. TRAFFIC CONTROL PLAN SHALL BE DONE IN ACCORDANCE WITH THE "MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES, PART 6 TEMPORARY TRAFFIC CONTROL" (LATEST EDITION) AND

TRAFFIC CONTROL PLAN NOTES.

B. FOUR (4) COPIES OF CONTRACTOR PROPOSED TRAFFIC CONTROL & PHASING PLANS SHALL BE

SUBMITTED FOR GOVERNMENT APPROVAL IN ACCORDANCE WITH SPECIFICATION SECTION 01

33 00. SUBMITTAL AND APPROVAL OF TRAFFIC CONTROL PLANS SHALL BE OBTAINED IN

SUFFICIENT TIME TO ALLOW A MINIMUM OF 30 DAYS WRITTEN NOTICE TO THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) PRIOR TO CLOSURE OF ANY EXISTING ROAD/LANE AND/OR

EXISTING AC PAVEMENT PARKING LOT IN ACCORDANCE WITH SPECIFICATION SECTION 01 33 00.

C. CONTRACTOR'S TRAFFIC ENGINEER SHALL REVIEW AND APPROVE THE INSTALLATION OF

TRAFFIC CONTROL DEVICES TO BE USED FOR ROAD CLOSURE.

D. CONTRACTOR SHALL PREPARE, COORDINATE, AND OBTAIN A DPW TRAFFIC CONTROL PLAN

PERMIT PRIOR TO COMMENCING ANY ROAD/LANE CLOSURE ACTIVITIES ON THE INSTALLATION.

APPROVAL OF PROPOSED ROAD/LANE AND/OR PARKING LOT CLOSURES SHALL BE OBTAINED

FROM DPW MASTER PLANNER AND OAHU BASE SUPPORT.

2. TRAFFIC CONTROL PLAN SHALL ENSURE THAT VEHICULAR AND PEDESTRIAN ACCESS IS

MAINTAINED AT ALL TIMES TO ALL EXISTING BUILDINGS.

3. ROAD/PARKING LOT CLOSURE REQUIREMENTS:

A. ONLY ONE SECTION OF ROADWAY SHALL BE ALLOWED TO BE CLOSED OFF AT ONE TIME FOR

PARKING LOT CONSTRUCTION WORK. (PROPOSED DETOUR ROUTES FOR ALL ROAD CLOSURES

SHALL BE SUBMITTED WITH THE CONTRACTOR'S TRAFFIC CONTROL PLAN. BOTH PLANS SHALL

BE APPROVED BY THE CONTRACTING OFFICER.)

B. FOR ALL UTILITY AND OTHER WORK AFFECTING EXISTING ROADS (NOT OTHERWISE AFFECTED

BY CONSTRUCTION WORK): NO MORE THAN ONE BLOCK OF ROADWAY SHALL BE BLOCKED OFF

AT ONE TIME AND ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. FLAG MEN

SHALL BE USED, AS REQUIRED, TO DIRECT TRAFFIC AROUND THE WORK SITE.

C. ALL ROADS AND PARKING LOTS REQUIRING CLOSURE TO FACILITATE CONSTRUCTION

OPERATIONS SHALL BE REOPENED AT THE END OF EACH WORK DAY.

4. THE CONTRACTOR SHALL OBTAIN ALL THE REQUIRED APPROVALS PRIOR TO START OF

CONSTRUCTION.

5. CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF FLAG MEN, EQUIPPED WITH THE

PROPER SAFETY CLOTHING, EQUIPMENT, AND/OR COMMUNICATION DEVICES TO CONDUCT,

CONTROL, AND MANAGE THE TRAFFIC ENTERING CONTRACTOR WORK SITE.

6. CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF ROAD SIGNS, I.E. ROAD CLOSED, DETOUR SIGNS, INFORMATION SIGNS OF UPCOMING AND/OR DURATION OF ROAD/LANE CLOSURE

SIGNS TO PROPERLY ADVISE AND REROUTE THE INCOMING TRAFFIC AWAY FROM THE

CONSTRUCTION SITE AND ALLOW FOR LOCAL TRAFFIC SERVICE INTO THE CONSTRUCTION AREAS.

7. CLOSURE OF MAJOR ROADWAYS, INTERSECTIONS, AND BASE ENTRANCES WILL REQUIRE THE

CONTRACTOR TO PROVIDE SEVERAL ELECTRONIC MESSAGE BOARDS SURROUNDING THE

CONSTRUCTION SITE AND SIGNS POSTED A MINIMUM OF 30 DAYS IN ADVANCE OF THE CLOSURE

WORK.

8. IN THE EVENT THE REQUESTED LANE/ROAD CLOSURE NEEDS TO BE EXTENDED DUE TO

UNFORESEEN WORK, ADVERSE WEATHER, ETC., THE CONTRACTOR SHALL SUBMIT IN WRITING A

MINIMUM TWO (2) WEEKS PRIOR TO THE PERMIT EXPIRATION DATE TO SEEK A PERMIT EXTENSION

FROM DPW TRAFFIC ENGINEER, DEAN MIYAMOTO, (808)656-3026.

9. TRAFFIC CONTROL PERMIT SHALL BE RENEWED ONE YEAR FROM THE START DATE OF THE

PERFORMANCE PERIOD (POP), AND ANNUALLY THEREAFTER.

10. CONTRACTOR TRAFFIC CONTROL PROCEDURES SHALL INCORPORATE THE FOLLOWING:

A. A MINIMUM ROADWAY WIDTH OF 10 FEET SHALL BE OPEN AT ALL TIMES.

B. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS COMPLETED, THE

CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TO

PERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC.

C. PROVIDE ADEQUATE, SAFE, NONSKID BRIDGING MATERIAL OVER TRENCHES IN PAVEMENT

AREAS TO HANDLE HS20-44 VEHICULAR TRAFFIC.

D. SAFE PEDESTRAIN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES DURING THE

CONSTRUCTION PERIOD.

E. TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF MUTCD AND

SCHOFIELD BARRACKS REQUIREMENTS.

SURVEY NOTES:

1. RESTORE AND ESTABLISH ALL SURVEY MONUMENTS DISTURBED, DAMAGED, OR IMPACTED BY

DEMOLITION OR CONSTRUCTION.

2. TOPOGRAPHIC SURVEY IS BASED ON THE FOLLOWING:

NAD 1983 PA11 STATE PLANE HAWAII 3 FIPS 5103 FEET

GEODETIC VERTICAL DATUM: MEAN SEA LEVEL (MSL), LOCAL TIDAL DATUM, 1983-2001 TIDAL EPOCH

3. HORIZONTAL AND VERTICAL CONTROLS ARE BASED ON:

STA. 101, "Y" CUT; N:64,897.14; E:1,680,433.12; EL:89.03

STA. 105, "Y" CUT; N:64,743.20; E:1,680,389.07; EL:83.67

STA. 109, MAG NAIL; N:64,815.44; E:1,680,133.27; EL:76.51

STA. 112, "Y" CUT; N:64,924.15; E:1,680,113.60; EL: 80.01

NPDES PERMIT NOTE:

1. THE PROJECT'S DISTURBED AREA INCLUDING COSA IS EXPECTED TO BE LESS THAN ONE

ACRE. AN NPDES PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION

ACTIVITIES, PER HAR 11-55 APPENDIX C, WAS NOT OBTAINED FOR THIS PROJECT. IF THERE ARE

UNFORESEEN CONDITIONS WHICH REQUIRE THE PROJECT SCOPE/AREA TO EXPAND WHICH

INCREASES THE DISTURBED AREA TO 1.0 ACRE OR GREATER, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE COR THAT AN NPDES PERMIT IS REQUIRED. THE CONTRACTOR SHALL

NOT PROCEED WITH GROUND DISTURBING ACTIVITIES THAT DISTURB 1.0 ACRES OR MORE,

WITHOUT DIRECTION FROM THE COR. SEE SPECIFICATION SECTION 01 90 00.

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C-002

SEWER

POLYVINYL CHLORIDE

VALVE BOXVB

VERT

VERTICAL

WATER LINE

SHT

TYP

STA

SMH

SCH

PVC

PAV'T

SHEET

SQUARE

STATION

SEWER MANHOLE

TYPICAL

SCHEDULE

PAVEMENT

DET. DETAIL

ELECTRICAL MANHOLE

OUTSIDE DIAMETER

HB HOSE BIBB

MFR

MAX

MIN

INV

HORIZ

MANHOLE

MANUFACTURER

MAXIMUM

ON CENTER

MINIMUM

HORIZONTAL

INSIDE DIAMETER

INVERT

FF,FFE

EXIST

EMH

ELEV

ELEC

DWG

GATE VALVE

EXISTING

FINISH GRADE

FINISH FLOOR ELEVATION

ELECTRICAL

DRAWING

DIAMETER

DUCTILE IRON

ELEVATION

ASPHALTIC CONCRETE

ABBREVIATIONS:

CONT

CONC

CONN

BLDG

APPROX

CAST IRON

CONCRETE

CONTINUATION

CENTERLINE

CONNECTION

BUILDING

APPROXIMATE

T TOP

BS BOTTOM OF SLAB OR SIDEWALK

GALV GALVANIZED

BC BOTTOM OF CURB

PIV POST INDICATOR VALVE

LAT LATERAL

MECH MECHANICAL

DS DOWN SPOUT

EA EACH

FT FEET

RPBP

REDUCED PRESSURE BACKFLOW PREVENTER

ARCH ARCHITECTURAL

STRUCT STRUCTURAL

LP LOW PRESSURE, LAMP POLE

TOP OF STEM, SLAB, OR SIDEWALK

DIA.,Ø

BFPA BACKFLOW PREVENTER ASSEMBLY

COSA CONTRACTOR OPERATING AND STORAGE AREA

DPW DIRECTORATE OF PUBLIC WORKS

COR CONTRACTING OFFICER'S REPRESENTATIVE

MS4 MUNICIPAL SEPARATE STORM SEWER SYSTEM

SS SANITARY SEWER

DSP DRY STANDPIPE

RSVD RESERVED

EXISTING

LEGEND:

84.00

DIRECTION OF DRAINAGE

BUILDING OR STRUCTURE

WATERLINE, SIZE, AND GATE VALVE

SEWER LINE, SIZE, AND MANHOLE

CHAIN LINK FENCE

FIRE HYDRANT

DRAIN LINE, SIZE

SPOT ELEVATIONS

EDGE OF ROAD/PAV'T

CENTERLINE

CONCRETE CURB

CONTOURS

SAN

84.00

NEW

FIRE LINE, SIZE, AND GATE VALVE

GAS LINE, SIZE

GAS

CONCRETE SIDEWALK

GRAVEL

PRV PRESSURE RELEASE VALVE

CO,COTG CLEAN OUT, CLEAN OUT TO GRADE

CL CHAIN LINK

H HEIGHT

RPM RAISED PAVEMENT MARKER

TC TOP OF CURB

SEWER LINESL

PE PLAIN END

EG EXISTING GRADE

SBR STYRENE BUTADIENE RUBBER

NR-SBR NATURAL RUBBER - STYRENE BUTADIENE RUBBER

ABANDONEDABAN

XFMR TRANSFORMER

COMM COMMUNICATIONS

CONDUITCD

CHAIN LINKCL

TOPT

STORM DRAIN MANHOLESDMH

PANEL BOX \ PULL BOXPBX

TELEPHONETEL

INVERT

STREET LIGHT

SEWER MANHOLE

SEWER

INV

BOTTOM CURB

ASPHALT CONCRETE

SMH

BOTTOM WALL

CLEAN OUT

DRAIN INLET

CONCRETE

ELECTRIC

DIAMETER \ DRAIN

CONCRETE MASONRY UNIT (HOLLOW TILE)

BOTTOM

TOPO ABBREVIATIONS:

BOT

CMU

CONC

E\ELEC

TOP STEM

TOP CURB

TOP WALL

WATER METER

UTILITY POLE / (POLE MOUNT)

WATER MANHOLE

WATER VALVE

WMH

FIRE HYDRANT

GROUND

GUY WIRE

HEIGHT

ELEV ELEVATION

RAISED PAVEMENT MARKERRPM

LAMP POLELP

MANHOLEMH

HOSE BIBHB

DOWNSPOUTDS

WATERW

PRESSURE RELEASE VALVEPRV

TOPO TOPOGRAPHIC SURVEY

X X X

X X X X X X

X X X

TREE

PALM

TREES (DIAMETER, H=HEIGHT)

(APPROXIMATE DRIP LINE AS SHOWN)

TOPO LANDSCAPE AND SITE LEGEND:

CHAIN LINK FENCE

METAL RAILING

ROCK WALL (CRM)

HOLLOW TILE WALL (CMU)

STREET LIGHT

LAMP POST

CONCRETE SURFACE OR PAVEMENT

VEGETATION LINE

AND HEDGES

LOOSE ROCK WALL

LANDSCAPE ROCKS

BUILDING FOOTPRINT

COVERED CONCRETE SIDEWALK

TELECOMM TELECOMMUNICATIONS

FP FIRE PROTECTION

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

STOP

X X

FF=84.16

CONCRETE

FF=84.23

CONCRETE

FF=84.26

CONCRETE

T E

TEL

E L E

E L

E C

ELEC

E L

E C

E L

E C

ELEC

E L

E C

E L E

ELEC

E L

E C

ELEC

E L E

D 4

GAS

8(ABANDONED)

E L E

G A

GAS

2'X1' DRAIN BOX

S 6

8 (PVC)

LIMIT

SPEED

STOP

4-WAY

STOP

PARKING

ANY

TIME

ENTER

DO NOT

M.P.H.

TIME

ANY

PARKING

SPEED

LIMIT

4-WAY

° 4

' 1

" 2

PARKING STALLS

4-GP

TOP=86.51

S L

I G

T E

O X

ELEC TRANSFORMER

S I D

E W

I N

PRV

BIKE RACK

WV BOX

TOP=83.87

WV BOX

TOP=83.92

TOP=83.81

WV BOX

TOP=83.76

TOP=83.82

WV BOX

TOP=83.39

RISERS

2-WM

C E

S L

E L E

O X

TANK

BUILDING 503A

TANK

GATE

CC 84.19

ELEC BOX

D=1.5

H=25

S T

E P

D=1

H=35

H=30

D=1.5

S L

E L

T E

O X

D=1

H=20

FOUNTAIN

CONC WALL

BENCH

D=1

H=25

BENCHES

BENCH

BENCHES

D=3.5

H=40

ELEC BOX

CONTAINER

D=2

H=30

ICV

D=1.5

H=20

PICNIC TABLE

BENCHES

D=1

H=30

H=25

D=1

BENCHES

H=35

D=3

RISER

POSTS

CC 82.45

CC 83.28

CC 82.32

G 82.94

D=3

H=35

SIGN

ELEC MH

4-GP

POSTS

STUMP

SIGN

STAND PIPES

ELEC MH

H=35

D=2.5

SIGNS

AC PAVEMENT

E M

SIGN

UTILITY BOX

ICV

2ND FLOOR LINE

TOP=83.46

RISER

D=2.5

H=50

CL FENCE, H=6

STREET SIGNS

BLUE REF

R E

C O

T E

C O

E W

A L

D O

U B

L O

I N

ELEC BOX

DOUBLE SWING GATE

CL FENCE, H=8

CONC CURB

E M

E N

AC PAVEMENT

UP/CD

STREET SIGNS

POST

ELEC BOX

ELEC OUTLET

D=2.5

H=30

ELEC OUTLET

CONC BARRIER

PAD-MOUNTED

H=35

D=3

H=35

D=2.5

H=25

D=2

H=30

D=2

H=30

D=2

H=40

D=4.5

YELLOW LINE

PATCH

RPMREF

BLUE REF

RPM

SIGN

CONC CURB

EDGE PAVEMENT

FENCE, H=15

ELEC OUTLET

S I G

N S

S L

S I G

BASIN

SMH

T E

SMH

ELEC BOX

UTILITY BOX

WMH(ARV)

ELEC MH

TEL MH

WMH

T E

E L

SL/SIGN

RAMP

E M

E N

E M

E N

AC PAVEMENT

C O

E W

A L

C O

E W

A L

AC PAVEMENT

C O

K W

A Y

POSTS

ELEC BOX

BARRIER

PICNIC TABLE

HVAC

CONC WALKWAY

C O

K W

A Y

CONC SIDEWALK

BBQ GRILL

TREE

TREES

PALM

TREE

TREES

TREE

WISSER ROAD

P I E

R C

T R

E E

S T

R O

E E

BUILDING 503B

A/C

SMH

CH-1

CHILLER

TRANSFORMER

WOODEN

TRANSFORMER SHED

H E

P S

E L

C A

SHED

ICV

TS=81.89

TS=82.22

TS=81.91

TS=81.67

TS=80.67

TP=81.21

SMH

TOP=83.31

INV=77.39

GAS

METER

TS=85.41

TOP=85.99

TS=85.13

TS=82.09

SWITCH

PAD-MOUNTED

SWITCH

BFP

UTILITY

MARKER

(NOT FOUND)

DRY WELL

STA. 101

"Y" CUT

ELEV.=89.03

STA. 105

"Y" CUT

ELEV.=83.67

STA. 112

"Y" CUT

ELEV.=80.01

STA. 109

MAG NAIL

ELEV.=76.51

ELEC

E L

E C

E L

E C

N 64743.20

E 1680389.07

N 64897.14

E 1680433.12

N 64815.44

E 1680133.27

N 64924.15

E 1680113.60

N O

P A

R K

I N

N O

P A

R K

I N

E L E

C E

L E

E L E

W 8

ELEC

DI (BURIED)

18 (FLD)

12 (REC)

W 6

E L E

E L

E C

DMH

L P

WISSER ROAD

I E

SAN

ZONE

G G

ZONE

F F F F F F F F

F F F F F F

E E E E E E E E E E E

C A

T V

F F

E S

C O

M M

STABILIZED CONSTRUCTION ENTRANCE

LEGEND:

APPROXIMATE PROJECT LIMITS

COMPOST FILTER SOCK

FLOW ARROW

DRAIN INLET PROTECTION

DUST FENCE

WRAP SEDIMENT

FILTER FABRIC

AROUND GRATE

DRAIN

INLET

PLAN

DRAIN INLET PROTECTION DETAIL

NOT TO SCALE

SECTION

DRAIN INLET

GRATE

DRAIN INLET

GRATE

LIFT STRAPS

USED FOR EASY

MOVEMENT AND

INSPECTION OF

UNIT

VELCRO

CLOSURE

NOTE:

SEE SPECIFICATIONS THIS SHEET.

MECHANICAL PROPERTIES

GRAB TENSILE STRENGTH

GRAB TENSILE ELONGATION

PUNCTURE STRENGTH

MULLEN BURST STRENGTH

TRAPEZOID TEAR STRENGTH

UV RESISTANCE

APPARENT OPENING SIZE

FLOW RATE

PERMITTIVITY

TEST METHOD

ASTM D 4632

ASTM D 4833

ASTM D 3786

ASTM D 4533

ASTM D 4491

ASTM D 4355

ASTM D 4751

ASTM D 4491

UNITS

KN (LBS)

SEC

-1

KPA (PSI)

MM (US STD SIEVE)

L/MIN/M

(GAL/MIN/FT

MINIMUM AVERAGE

ROLL VALUE

0.40 (90)

1.62 (365) X 0.89 (200)

24 X 10

0.425 (40)

3097 (450)

0.51 (115) X 0.33 (75)

5907 (145)

2.1

FILTER FABRIC SPECIFICATIONS:

KN (LBS)

EROSION CONTROL PLAN

SCALE: 1"=20'

GRAPHIC SCALE

20' 40'0

STABILIZED

CONSTRUCTION

ENTRANCE,

SEE NOTES 1 & 2

AND DET.

APPROXIMATE

PROJECT LIMITS

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U S

R M

O R

N G

I N

E E

R S

US Army Corps of Engineers

R E

G I O

N A

N G

I N

E E

R I N

E N

T E

H O

N O

L U

I N

E E

R I N

I S

T R

I C

H O

N O

L U

N O

L U

T R

I C

F T

H A

F T

E R

S I

F Y

I L D

I N

F O

F T

E R

A H

A W

K L

J U

DRAIN INLET

PROTECTION,

SEE DET.

NOTES:

1. REMOVE PORTION OF EXISTING CURB BETWEEN LANDSCAPED AREA

AND PARKING STALLS IN PARKING LOT SOUTH OF BUILDING 503A TO

INSTALL STABILIZED CONSTRUCTION ENTRANCE. RESTORE CURB

AT THE END OF CONSTRUCTION.

2. THE CONTRACTOR SHALL PROVIDE A STABILIZED CONSTRUCTION

ENTRANCE WHERE CONSTRUCTION VEHICLES WILL BE TRAVELING

FROM PAVED TO UNPAVED SURFACES AND VICE VERSA.

3. PRIOR TO CONSTRUCTION, COORDINATE WITH DPW FOR

TEMPORARY PARKING STALL CLOSURE OF PARKING STALLS TO

ALLOW ACCESS TO STABILIZED CONSTRUCTION ENTRANCE. DO

NOT BLOCK THE ONLY PARKING LOT ENTRANCE/EXIT. DURING

CONSTRUCTION, THIS PARKING LOT IS TO REMAIN OPEN FOR USE

BY OCCUPANTS OF BUILDING 503B.

4. FILTER SOCKS SHALL BE USED IN LIEU OF SILT FENCES TO AVOID

DAMAGING THE EXISTING TREE ROOTS.

5. ERECT A TEMPORARY 12-FOOT HIGH CHAIN LINK DUST FENCE WITH

WOVEN GEOTEXTILE AROUND THE CONSTRUCTION SITE PERIMETER

TO PREVENT PUBLIC ACCESS TO THE SITE AND TO ISOLATE THE

CONSTRUCTION FROM CONFLICTS WITH THE PUBLIC. ADJUST

SPACING OF DUST FENCE POSTS TO AVOID SURFACE ROOTS.

WHERE NOT POSSIBLE TO AVOID SURFACE ROOTS, THE QUALIFIED

ARBORIST MUST BE CONSULTED TO DETERMINE IF A ROOT CAN BE

PRUNED. PROVIDE VEHICULAR ACCESS GATES IN DUST FENCE

WHERE NECESSARY. REMOVE DUST FENCE AT NEAR COMPLETION

OF CONSTRUCTION AND GRASS ALL DISTURBED AREAS.

6. THE QUALIFIED ARBORIST SHALL MONITOR THE DUST FENCE

INSTALLATION NEAR THE BANYAN TREE, AS WELL AS OTHER

LOCATIONS WITH VISIBLE SURFACE ROOTS.

20'

BLOCK OFF

PARKING STALLS,

SEE NOTE 3

C-004

C-003

A8 C-004

COMPOST FILTER

SOCK, TYP.

SEE DET.

C-004

COMPOST FILTER

SOCK, TYP.

SEE DET.

6' MIN.

C-004

COMPOST FILTER

SOCK, TYP.

SEE DET.

PARKING LOT

ENTRANCE/EXIT,

SEE NOTE 3

C-004

COMPOST FILTER

SOCK, TYP.

SEE DET.

12-FOOT HIGH

DUST FENCE,

SEE NOTE 5

12-FOOT HIGH

DUST FENCE,

SEE NOTE 5

BANYAN TREE,

SEE NOTE 6

L L

T A

L L

E R

O S

I O

O N

T R

O L

L A

C-003

AutoCAD SHX Text N

APPLICATIONS:

1. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS.

2. UNPAVED AREAS WHERE SEDIMENT TRACKING OCCURS FROM SITE ONTO PAVED ROADS.

INSTALLATION / APPLICATION CRITERIA:

1. CONSTRUCT ON LEVEL GROUND WHERE POSSIBLE.

2. PROVIDE 9" MIN. THICK BEACH SAND UNDER STABILIZED CONSTRUCTION ENTRANCE,

TAPERED TO GRADE AT EDGES, TO PROTECT LARGE SURFACE ROOTS.

3. LENGTH SHOULD BE 24' MIN. OR MAX. ALLOWED BY THE SITE, AND COVERED THE ENTIRE

WIDTH (20' MIN.).

4. PROVIDE ADEQUATE PROTECTION FOR ANY UNDERGROUND UTILITIES.

MAINTENANCE REQUIREMENTS:

1. INSPECT MONTHLY AND AFTER EACH RAINFALL EXCEEDING 0.25 INCHES IN A 24-HOUR

PERIOD.

2. REMOVE ALL SEDIMENT DEPOSITED…

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File details come from the government source that posted it. Updated Aug 12, 2020.