TWLR152518 Bldg 12 - 2020-07-13 drawings.pdf
PDF 5 MB Posted
- Solicitation number
- W50S9420B0001
- Issued by
-
Department of the Army National Guard
About this file
This solicitation is for the construction of a gymnasium facility and additional storage area at Building 12 of the 143rd Civil Engineer Squadron. Work includes demolition of the existing superstructure and foundation improvements. The project magnitude is between $1 million and $5 million. This is a small business set-aside solicitation with a NAICS code of 236220 and size standard of $39.5 million in average annual receipts. The pre-bid conference will be held at the location specified in Section 00100. Documents and plans are available on SAM.gov. Funding is anticipated to become available by 30 September 2020, and award will be made to the responsible bidder providing the most advantageous price.
View the file
Other files
Show all 18
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
3500 Parkway Lane, Suite 600 Peachtree Corners, GA 30092 Phone (678) 336-7740 Fax (678) 336-7744
1 2 3 4 5
A
B
C
D
D W
N B
Y
C K
D B
Y
S U
B M
IT
T
E D
B Y
D A
T E
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
D E
S
IG
N E
D B
Y
F
IL
E N
A M
E
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
P L O
T S
C A
L E
:P L O
T D
A T
E
S
IZ
E
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
F
IL
E N
O
A S
I N
D
IC
T D
PROFESSIONAL SEAL:
/1
/2
:5
:3
A
M C
U s e rs \r a m ir e z a
\D o c u m e n ts \1
R
IA
N G
H
U T
B
L D
G
A R
C H
C
E N
T R
A L
R
A
R a m .r v t
G-001
G H
C
S R
G
J A
M R
H O
D E
I S
L A
N D
A
IR
N A
T
IO
N A
L G
U A
R D
Q U
O N
S E
T A
N G
B A
S E
/1 /2
ISSUED FOR CONSTRUCTION
C O
V E
R S
H E
E T
S
H E
E T
I N
D E
X
Q U
O N
S E
T H
U T
B U
IL
D
IN
G
N O
R T
H K
IN
G
S T
O W
N R
H O
D E
I S
L A
N D
A S
R
J O
B N
O
TWLR 152518
QUONSET ANG BASE
NORTH KINGSTOWN, RHODE ISLAND
REPAIR DEPLOYMENT PROCESSING
CENTER BUILDING 12 (QUONSET HUT)
ISSUED FOR CONSTRUCTION
13 JULY 2020 OPTIONS
1. FLOORING
2. ALUMINUM WINDOWS
3. TV MOUNTS, CONDUIT
C
O D
E U
P D
A T
E S
/1
/2
SHEET INDEX
SHEET
NUMBER SHEET NAME
00 - GENERAL
G-001 COVER SHEET & SHEET INDEX
G-101 LIFE SAFETY PLAN & BUILDING CODE SUMMARY
01 - CIVIL
C3 EXISTING CONDITIONS PLAN NO 3
C-001 GENERAL NOTES, LEGEND, AND ABBREVIATIONS
CD101 CIVIL DEMOLITION PLAN
CS101 SITE & UTILITY PLAN
C-501 CIVIL CONSTRUCTION DETAILS
C-502 CIVIL CONSTRUCTION DETAILS
05 - ARCHITECTURAL DEMOLITION
A-001 GENERAL NOTES, ABBREVIATIONS & SYMBOLS
AD-101 DEMOLITION FLOOR PLAN
06 - ARCHITECTURAL
A-101 FLOOR PLAN
A-131 REFLECTED CEILING PLAN
A-151 ROOF PLAN
A-201 EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-401 ENLARGED PLANS & INTERIOR ELEVATIONS
A-571 ADA MOUNTING HEIGHTS & DETAILS
A-601 SCHEDULES & DETAILS
07 - INTERIORS
I-601 ROOM FINISH SCHEDULE & GENERAL NOTES
I-791 SIGNAGE SCHEDULE & DETAILS
08 - STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES AND ABBREVIATION KEY
S-003 WIND LOADS & BUILDING REACTIONS
S-004 SPECIAL INSPECTION SCHEDULES
S-101 FOUNDATION PLAN
S-301 DETAILS
10 - PLUMBING DEMOLITION
P-001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
PD-101 PLUMBING DEMOLITION PLAN
10.1 - PLUMBING
P-101A DOMESTIC WATER PIPING PLAN
P-101B SANITARY PIPING PLAN
P-601 PLUMBING SCHEDULES AND DETAILS
11 - MECHANICAL DEMOLITION
M-001 MECHANICAL GENERAL NOTES AND ABBREVIATIONS
MD-101 MECHANICAL DEMOLITION PLAN
11.1 - MECHANICAL
M-101 MECHANICAL FLOOR PLAN
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
12 - ELECTRICAL DEMOLITION
E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS
E-002 ELECTRICAL SYMBOLS
ED-101 ELECTRICAL DEMOLITION PLAN
12.1 - ELECTRICAL
E-101 LIGHTING PLAN
E-111 POWER PLAN
E-121 MECHANICAL POWER PLAN
E-131 TELECOMMUNICATIONS PLAN
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
E-503 LIGHTING DETAILS
E-504 LIGHTING DETAILS
E-601 ELECTRICAL AND TELECOMMUNICATIONS DIAGRAMS
E-602 ELECTRICAL SCHEDULES
OCCUPANCY LOADS, IBC TABLE 1004.5 (FOR PLUMBING)BUILDING CODE AND LIFE SAFETY CRITERIA
REPAIR DEPLOYMENT PROCESSING CENTER BUILDING 12
QUONSET ANG. NORTH KINGSTON, RI
RHODE ISLAND AIR NATIONAL GUARD
RENOVATION OF 4,100 SF BUILDING FOR FITNESS CENTER
APPLICABLE CODES:
INTERNATIONAL BUILDING CODE, 2012
ABA ACCESSIBILITY STANDARDS FOR FEDERAL FACILITIES 2008
NATIONAL FIRE PROTECTION ASSOCIATION
NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS
NFPA 101, LIFE SAFETY CODE 2015 EDITION
UNIFIED FACILITIES CRITERIA
UFC 3-600-01, DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES
UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, WITH CHANGE 2
RHODE ISLAND AIR NATIONAL GUARD
BUILDING SQUARE FOOTAGE
TOTAL: 4,000 SF
BUILDING NUMBER OF STORIES
1. ONE STORY
PER IBC 2012 - SINGLE OCCUPANCY
FUNCTION OCCUPANCY TYPE
BUSINESS B (FITNESS CENTER WITH AN
OCCUPANCY OF LESS THAN 50
-ACTUAL OCCUPANCY WILL BE 10)
PER NFPA 101 2012 EDITION TABLE 7.3.1.2 - SINGLE OCCUPANCY BUSINESS
TYPE II (BASED ON IBC TABLE (503)
REQUIRED: 2 - EXITS PROVIDED: 2
ALLOWABLE HEIGHT AND BUILDING AREAS (IBC TABLE 503)
BUSINESS TYPE II: 23,000 SF/4 STORIES
CONCLUSION: AREA AND HEIGHT LIMITATIONS AS PER IBC TABLE 503
ALLOW TYPE II CONSTRUCTION.
THIS BUILDING WILL CONTAIN A SINGLE OCCUPANCY. THE BUILDING IS
NOT SPRINKLERED.
PER NFPA 101 2015 ED. NO SEPARATION IS REQUIRED (IN ACCORDANCE
WITH IBC 2012).
1. PROJECT NAME
2. PROJECT SCOPE
3. APPLICABLE CODES
AND STANDARDS
4. BUILDING
CHARACTERISTICS
5. OCCUPANCY
CLASSIFICATION
6. CONSTRUCTION TYPE
7. NUMBER OF EXITS
REQUIRED
8. AREA LIMITATIONS
9. MIXED USE AND
OCCUPANCY
SEPARATION
TYPE IIB
PRIMARY STRUCTURAL FRAME 0
INCLUDING COLUMNS,
GIRDERS, TRUSSES
BEARING WALLS
INTERIOR 0
EXTERIOR 0
NON-BEARING WALLS 0
AND PARTITIONS INTERIOR
FLOOR CONSTRUCTION AND 0
SECONDARY MEMBERS
ROOF CONSTRUCTION AND 0
SECONDARY MEMBERS
N/A
10. FIRE RESISTANT
REQUIREMENTS
11. AUTOMATIC SPRINKLERS
AND OTHER EXTINGUISHING
EQUIPMENT
OCCUPANCY LOADS, IBC TABLE 1004.5 (FOR PLUMBING)
OCCUPANCY TYPE OCCUPANT LOAD FACTOR AREA (SF) OCC. LOAD
B - EXERCISE 50SF/OCCUPANT 3,380 SF 68
B - MEP 300SF/OCCUPANT 620 SF 3
TOTAL: 4,000 SF 71
PLUMBING FIXTURE COUNT:
TOTAL PLUMBING FIXTURES:
TOTAL WATER CLOSETS: MALE: 1.36 + 0.02 = 1.38 W.C.
TOTAL REQUIRED = 2 W.C.
TOTAL PROVIDED = 1 W.C., 1 URINAL
FEMALE: 1.36 + 0.02 = 1.38 W.C.
TOTAL REQUIRED = 2 W.C.
TOTAL PROVIDED = 2 W.C.
TOTAL LAVATORIES: MALE: 0.85 + 0.02 = 0.87 LAV.
TOTAL REQUIRED = 1 LAV.
TOTAL PROVIDED = 1 LAV.
FEMALE: 0.85 + 0.02 = 0.87 LAV.
TOTAL REQUIRED = 1 LAV.
TOTAL PROVIDED = 1 LAV.
TOTAL DRINKING FOUNTAINS 0.68 + 0.01 = 0.69 D.F.
TOTAL REQUIRED = 1 D.F.
TOTAL PROVIDED = 2 D.F.
TOTAL SHOWER TOTAL REQUIRED = 0 SHOWER
TOTAL PROVIDED = 2 SHOWER
MINIMUM NUMBER OF PLUMBING FIXTURES: IBC, TABLE 2902.1
BUSINESS (B) OCCUPANCY OCCUPANT LOAD = 68
WATER CLOSETS: 50% MALE = 34 OCCUPANTS
1 PER 25 FOR FIRST 50: 34 X 1/25 = 1.36 W.C.
1 PER 50 FOR REMAINDER EXCEEDING 50: (0) X 1/50 0 W.C.
TOTAL: 1.36 W.C.
50% FEMALE = 34 OCCUPANTS
1 PER 25 FOR FIRST 50: 34 X 1/25 = 1.36 W.C.
1 PER 50 FOR REMAINDER EXCEEDING 50: (0) X 1/50 0 W.C.
TOTAL: 1.36 W.C.
LAVATORIES: 50% MALE = 34 OCCUPANTS
1 PER 40 FOR FIRST 80: 34 X 1/40 = 0.85 LAV.
1 PER 80 FOR REMAINDER EXCEEDING 80: (0) X 1/80 0 LAV.
TOTAL: 0.85 LAV.
50% FEMALE = 34 OCCUPANTS
1 PER 40 FOR FIRST 80: 34 X 1/40 = 0.85 LAV.
1 PER 80 FOR REMAINDER EXCEEDING 80: (0) X 1/80 0 LAV.
TOTAL: 0.85 LAV.
DRINKING FOUNTAINS 1 PER 100: 68 X 1/100 = 0.68 D.F.
STORAGE (S) OCCUPANCY OCCUPANT LOAD = 3
WATER CLOSETS: 50% MALE = 1.5 OCCUPANTS
1 PER 100: 1.5 X 1/100 = 0.02 W.C.
50% FEMALE = 1.5 OCCUPANTS
1 PER 100: 1.5 X 1/100 = 0.02 W.C.
LAVATORIES: 50% MALE = 1.5 OCCUPANTS
1 PER 100: 1.5 X 1/100 = 0.02 LAV.
50% FEMALE = 1.5 OCCUPANTS
1 PER 100: 1.5 X 1/100 = 0.02 LAV.
DRINKING FOUNTAINS 1 PER 1,000: 3 X 1/1,000 = 0.01 D.F.
1. DEVICES HAVE BEEN SHOWN; BUT THE
CONTRACTOR SHALL ENSURE THE
INSTALLATION OF ALL LIFE SAFETY DEVICES
INDICATED ON THE ENGINEERING DRAWINGS.
2. CONTRACTOR SHALL FIELD VERIFY THE
LOCATION OF ANY EXISTING FIRE RATED
WALLS. ANY WORK DONE AROUND EXISTING
FIRE RATED WALLS SHALL BE DONE WITH CARE
SO AS NOT TO COMPROMISE THE RATING'S
INTEGRITY. ANY DAMAGE SHALL BE REPAIRED
IMMEDIATELY.
GENERAL NOTES:
A
B
GROUP
FITNESS AREA
103 F R
E E
W E
IG
H
T S
C A
R D
IO
F
IT
N E
S S
A R
E A
MECH / ELEC
MEN'S
WOMEN'S
W1
JANITOR
FEC
FEC
TD=76' - 10"
TD=81' - 6"
W1
C P
LIFE SAFETY PLAN LEGEND
45'-0"
TRAVEL DISTANCE
FEC
FIRE EXTINGUISHER CABINET W/ 10LB.
A: BS DRY-CHEMICAL FIRE EXTINGUISHER
NOTE: FIRE EXTINGUISHERS SHALL BE
INSTALLED W/ TOP AT 4'-0" ABOVE FINISHED
FLOOR. PROVIDE STICK - ON LETTERING AND
DIRECTIONAL ARROWS TO IDENTIFY THE
CABINET OR EXTINGUISHERS LOCATION.
EXIT SIGN - SEE ELECT. DWGS.
EGRESS CLEAR WIDTH
WALLS (NO RATING)
EGRESS CAPACITY
THE NUMBER OF DOOR LEAFS ON THE EXTERIOR OF THE BUILDING IS 3. THE CLEAR WIDTH FOR EACH DOOR LEAF IS 33-INCHES. FOR DOORS, THE EGRESS CAPACITY FACTOR IS 0.2 INCHES PER
OCCUPANT PER NFPA 101 TABLE 7.3.3.1.
THEREFORE:
3 DOOR LEAFS X 33-INCHES CLEAR WIDTH = 99 INCHES CLEAR WIDTH.
99 INCHES / 0.2 INCHES PER OCCUPANT = 495 OCCUPANTS CAPACITY.
WITH AN OCCUPANT LOAD OF 127, THE EGRESS CAPACITY IS MORE THAN ADEQUATE.
(NOT MORE THAN 11 OCCUPANTS AT ONE TIME)
OCCUPANCY TYPE OCCUPANT LOAD FACTOR AREA (SF) OCC. LOAD
BUSINESS (EXERCISE) 15 SF/OCCUPANT 1,212 SF 81
(WITH EQUIPMENT)
BUSINESS 50 SF/OCCUPANT 2,168 SF 44
(WITHOUT EQUIPMENT)
STORAGE (ACCESSORY) 500 SF/OCCUPANT 620 SF 2
TOTAL: 4,000 SF 127
COMMON PATH, DEAD END, AND TRAVEL DISTANCE LIMITS,
PER NFPA 101 APPLICABLE OCCUPANCY CHAPTERS
OCCUPANCY COMMON PATH DEAD END TRAVEL DISTANCE
REQUIRED ACTUAL REQUIRED ACTUAL REQUIRED ACTUAL
BUSINESS 75' 19' 20' 0' 200' 82'
OCCUPANCY LOADS, NFPA 101 TABLE 7.3.1.2
EXERCISE ROOMS
W/ EQUIPMENT
OCCUPANCY LEGEND
B - MEP
EXERCISE ROOMS
W/O EQUIPMENT
1 2 3 4 5
A
B
C
D
D W
N B
Y
C K
D B
Y
S U
B M
IT
T
E D
B Y
D A
T E
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
D E
S
IG
N E
D B
Y
F
IL
E N
A M
E
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
P L O
T S
C A
L E
:P L O
T D
A T
E
S
IZ
E
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
F
IL
E N
O
A S
I N
D
IC
T D
PROFESSIONAL SEAL:
/1
/2
:5
:4
A
M C
U s e rs \r a m ir e z a
\D o c u m e n ts \1
R
IA
N G
H
U T
B
L D
G
A R
C H
C
E N
T R
A L
R
A
R a m .r v t
G-101
G H
C
S R
G
J A
M R
H O
D E
I S
L A
N D
A
IR
N A
T
IO
N A
L G
U A
R D
Q U
O N
S E
T A
N G
B A
S E
/1 /2
ISSUED FOR CONSTRUCTION
L
IF
E S
A F
E T
Y P
L A
N
B U
IL
D
IN
G
C O
D E
S U
M M
A R
Y
Q U
O N
S E
T H
U T
B U
IL
D
IN
G
N O
R T
H K
IN
G
S T
O W
N R
H O
D E
I S
L A
N D
D W
H
J O
B N
O
SCALE: 1/8" = 1'-0"A1
LIFE SAFETY FLOOR PLAN SCALE: = 1'-0"
0 8 168
1/8"
C
O D
E U
P D
A T
E S
/1
/2
1 2 3 4 5
A
B
C
D
D W
N
B
Y
C K
D
B
Y
S U
B M
I T
T E
D
B
Y
D A
T E
A P
P R
D
A T
E D
E S
C R
I P
T I O
N M
A R
K
SHEET
IDENTIFICATION
D E
S I G
N E
D
B
Y
F I L E
N
M
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
S I Z
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C T
O
F I
F I
P
T
H
M
N
A T
I O
N A
L
G
U A
R D
B
U R
E A
U P
R O
J E
C T
S
R
I A
G
Q
O
N S
H
C
A D
B
I M
C
A D
C
D
W
O
T T
Y
P
O J E
E
L E
N
A
T
A
M
P
A R
K W
N E
S U
I T
E
N O
R C
R O
S S
G
A
P H
O
F
X
P O
O
J E o
G H
C
A N
S I
D
-W L D
W
-0
R H
O D
E
I S
L A
N D
A I
T
I O
N
G
U A
R D
Q U
O N
S E
T
A
S
E
Q U
O N
S E
T
H
I L D
I N
G
N O
R T
H
K
I N
G S
T O
W N
R
H O
S
L A
N D
G E
N E
R A
L
N
O T
E S
L
E G
E N
D
A
N D
A B
B R
E V
I A
T I O
N S
C-001
C d w g
E M
I
E M
I J A
S
ISSUED FOR CONSTRUCTION
@ AT
ACB ASPHALTIC CONCRETE BASE COURSE
AD AREA DRAIN
AG ABOVEGROUND
APPROX APPROXIMATE
ARCH. ARCHITECTURAL
ASPH ASPHALT
BC BACK OF CURB
BLDG BUILDING
BOL BOLLARD
BW/BOW FINISHED GROUND ELEVATIONS AT
BOTTOM OF WALL
CB CATCH BASIN
CBCI CATCH BASIN CURB INLET
CI CAST IRON
CL CENTERLINE
CLF CHAIN LINK FENCE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
COR CONTRACTING OFFICER'S
REPRESENTATIVE
CONC CONCRETE
CF CUBIC FEET
DI DROP INLET
DIA DIAMETER
DIM DIMENSION
DIP DUCTILE IRON PIPE
D.O.T. DEPARTMENT OF TRANSPORTATION
DWLS DOWELS
E EAST
EF EACH FACE
ELEC ELECTRICAL
EL/ELEV ELEVATION
EP/EOP EDGE OF PAVEMENT
EX/EXIST EXISTING
FFE FINISHED FLOOR ELEVATION
FH FIRE HYDRANT
FT FEET
FES FLARED END SECTION
G GAS
G.A.B. GRADED AGGREGATE BASE
GND GROUND
HDPE HIGH DENSITY POLYETHYLENE
HORIZ HORIZONTAL
ID INSIDE DIAMETER
IN INCHES
INT INTERSECTION
INV INVERT
JT JOINT
JB JUNCTION BOX
MAX MAXIMUM
M.E. MATCH ELEVATION
MECH. MECHANICAL
MFR/MFG MANUFACTURER
MH MANHOLE
MIN MINIMUM
N NORTH
NO/# NUMBER
NTS NOT TO SCALE
O/C OR OC ON CENTER
OHP OVERHEAD POWER
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PPVC PERFORATED POLYVINYL CHLORIDE
PROP PROPOSED
PSI POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
PVMNT PAVEMENT OR PVMT
PWR. POWER
R RADIUS
RCP REINFORCED CONCRETE PIPE
REINF REINFORCING
SMH SANITARY MANHOLE
SD STORM DRAIN
SF/SQ FT SQUARE FEET
SHLDR SHOULDER
SS SANITARY SEWER
T TELEPHONE
THRU THROUGH
T.B.A. TO BE ABANDONED
TBR TO BE REMOVED
C TOP OF CURB
TW/TOW TOP OF WALL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UTIL UTILITY
V VERTICAL
VC VITRIFIED CLAY
W POTABLE WATER
WWR WELDED WIRE REINFORCEMENT
W/ WITH
YR YEAR
ABBREV. DESCRIPTION
ABBREVIATIONS
GENERAL CIVIL NOTES
1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND
FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.
2. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES, CENTERLINE OF
UTILITY, CENTER OF MANHOLE OR CATCH BASIN, CENTERLINE OF ROAD,
FACE OF BUILDING, FACE OF CURB, FACE OF WALL, OR CENTERLINE OF
STRIPING UNLESS OTHERWISE NOTED.
3. EXISTING CONDITIONS SHOWN ARE BASED UPON A TOPOGRAPHIC AND
IMPROVEMENT SURVEY PROVIDED BY CROSSMAN ENGINEERING BETWEEN
DECEMBER OF 2015 AND FEBRUARY OF 2016. UTILITIES SHOWN WERE
SUPPLEMENTED BY BASE GIS INFORMATION AND INFORMATION FROM SITE
OBSERVATIONS. ALL EXISTING UTILITY INFORMATION SHOULD BE
CONSIDERED APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION OR ORDERING MATERIALS.
4. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN ON THE APPLICABLE
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS CONTAINED
WITHIN THESE CONSTRUCTION DOCUMENTS.
5. CONTRACTOR TO MOVE ALL CONSTRUCTION DEBRIS OFF THE PROPERTY
AND DISPOSE DEBRIS AT A LEGAL, PERMITTED LANDFILL CONSISTENT
WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.
6. NO BURNING IS ALLOWED.
7. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES AND VALVE
BOXES ARE RAISED OR LOWERED TO BE FLUSH WITH FINISHED GRADES,
UNLESS NOTED OTHERWISE.
8. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH
WITH EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED
OTHERWISE.
9. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE
DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES
OR DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE
DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.
10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES,
AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF
THE COR PRIOR TO STARTING CONSTRUCTION.
11. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE
WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD),
LATEST EDITION.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF
EXISTING UTILITIES ARE IN CONFLICT WITH NEW UTILITIES, THE SITE
CONTRACTOR SHALL NOTIFY THE COR BEFORE PROCEEDING WITH
CONSTRUCTION.
13. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN
APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE
TOPSOIL AND EXCAVATED MATERIALS SHALL BE DISPOSED OF ON
QUONSET BUSINESS PARK PROPERTY IN A MANNER THAT IS LEGAL AND
CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.
14. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN
ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION
AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR
TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND
TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF
THESE UTILITIES WITH THE COR OF THE UTILITY. THE CONTRACTOR
SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES,
WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY.
ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION
SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S
REPRESENTATIVE (COR). IF EXISTING PRESSURIZED UTILITIES OR
NON-GRAVITY UTILITIES (SUCH AS WATER MAINS, SANITARY SEWER
FORCE MAINS, ELECTRICAL LINES, AND/OR COMMUNICATION LINES) ARE IN
CONFLICT WITH NEW GRAVITY SYSTEM, OFFSETS OF EXISTING UTILITY
SYSTEMS IN CONFLICT WITH NEW GRAVITY UTILITIES SHALL BE
PERFORMED. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL
BE BORNE BY THE CONTRACTOR IN ACCORDANCE WITH RESPECTIVE
UTILITY COMPANY STANDARDS. THE CONTRACTOR SHALL COORDINATE
DISCONNECTION OF EXISTING UTILITIES WITH THE APPROPRIATE UTILITY
PROVIDER.
15. UTILITIES INDICATED SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF THE SPECIFICATIONS. GRADING SHALL BE AS
INDICATED, AND SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING
OF WATER, READY TO RECEIVE PLANTING MATERIALS OR GRASSING.
16. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING
ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM
SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND
ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY
OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK
ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR
BEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY
BORNE BY THE CONTRACTOR.
17. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND
DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION,
SEDIMENTATION AND POLLUTION CONTROL AND STORMWATER
POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE
DRAWINGS, SPECIFICATIONS, AND PERMITS.
18. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS
PROJECT, SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION
PRIOR TO THE COMPLETION OF THE PROJECT AS DETERMINED BY THE
COR.
19. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR
PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY
OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH
ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY THE
APPLICABLE REGULATORY AGENCY.
20. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND
TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
21. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT
WILL REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE
WORK WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH
NEW AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE
PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.
22. CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL
MEASURES DAILY AND DURING PROLONGED PERIODS OF CONTINUOUS
RAINFALL EVENTS TO ENSURE THAT ALL CONTROLS ARE FUNCTIONING
PROPERLY. DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF
THE WORKDAY.
23. EACH SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS
AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER
INTERPRETATION.
24. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT SHEET ONLY.
MISSING SEQUENTIAL NUMBERS DO NOT APPLY TO THAT SHEET.
GENERAL CIVIL DEMOLITION NOTES
1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY.
RESTORE GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING
CONDITIONS OR PER REQUIREMENTS OF NEW WORK, WHICHEVER IS
APPLICABLE.
2. EROSION AND SEDIMENTATION CONTROL MEASURES AND TEMPORARY
CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT
OR CONCURRENT WITH DEMOLITION.
3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK OUTSIDE
LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT OF WORK. THIS WORK
MUST BE PERFORMED BY LICENSED & REGISTERED LAND SURVEYOR.
4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH CONTRACTOR'S
SCHEDULE, AND EROSION, SEDIMENTATION AND POLLUTION CONTROL
PLAN PRIOR TO WORK.
5. ALL INTERNAL FENCING, TRASH, AND LITTER TO BE FULLY DEMOLISHED
AND REMOVED FROM SITE (TO A LEGAL LANDFILL). PERIMETER FENCING
TO REMAIN UNLESS NOTED OTHERWISE.
GENERAL CIVIL SITE NOTES
1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY
BARRICADES AROUND THE WORK AND PROVIDE PROTECTION AGAINST
WATER DAMAGE AND SOIL EROSION.
2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH
THE ARCHITECTURAL PLANS.
3. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP SYMBOLS,
PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON
PAVEMENT AT LOCATIONS SHOWN.
4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT RHODE ISLAND DOT
AND MUTCD STANDARDS AND SPECIFICATIONS.
5. CONTACT DIG SAFE (811 IN MASSACHUSETTS, MAINE, NEW HAMPSHIRE,
RHODE ISLAND, AND VERMONT) A MINIMUM OF 72 HOURS PRIOR TO
DIGGING.
6. CONTACT QDC WATER AND WASTEWATER DEPARTMENTS TWO BUSINESS
DAYS IN ADVANCE PRIOR TO ACTIVATION OF WATER, SEWER, AND
STORMWATER UTILITIES.
GRADING AND DRAINAGE NOTES
1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT
SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN RAINS, AND FOR ALL
FINISHED GRADING. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES
PRIOR TO ANY EXCAVATION.
2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT
CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.
3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER
AND WASTE.
4. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL FENCING FROM
THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE, AND SHALL SMOOTH
THE GROUND SURFACE WHERE THE FENCE WAS REMOVED THEN MULCH
OR SEED & STRAW (SEASON APPROPRIATE GRASS) THE RESTORED
SURFACE AS SUNLIGHT CONDITIONS WARRANT.
5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL SURVEY
BENCHMARKS.
6. IF BENCHMARK MUST BE DEMOLISHED FOR CONSTRUCTION,
CONTRACTOR SHALL RELOCATE BENCHMARK AND PROVIDE NEW DATA ON
AS-BUlLTS. ALL QDC CONTROL POINTS AND BENCHMARKS ARE NOT TO BE
DISTURBED.
UTILITY NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH STATE AND NATIONAL GUARD
REGULATIONS.
2. ALL QDC RELATED UTILITY INSTALLATIONS SHALL BE PER QDC WATER AND
WASTEWATER STANDARD REQUIREMENTS AND DETAILS OR AS DIRECTED
BY QDC.
3. ALL PIPE CONNECTIONS TO MANHOLES SHALL CONFORM TO ASTM C923
AND SUBMITTALS PROVIDED TO QDC
D
1 2 3 4 5
A
B
C
D
D W
N
B
Y
C K
D
B
Y
S U
B M
I T
T E
D
B
Y
D A
T E
A P
P R
D
A T
E D
E S
C R
I P
T I O
N M
A R
K
SHEET
IDENTIFICATION
D E
S I G
N E
D
B
Y
F I
M
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
S I Z
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
F I
T
H
M
N
A T
I O
N A
L
G
U A
R
E A
U P
R O
J E
C T
S
R
I A
O
N S
C
A D
B
I M
C
A D
C
D D
O
T T
P
O J E
E
L E
N
A
T
A
M
R
K W
N
E
S U
I T
E
N O
R C
R O
S S
G
A
P H
O
F
P
O N
D
P
R O
J E
G H
C
A N
S I
D
-W L D
W
-0
R H
O D
E
I S
L A
N D
A
T
I O
N
G
U A
R D
Q U
O N
S E
T
A
S
E
Q U
O N
S E
T
H
I L D
I N
G
N O
R T
H
K
I N
G S
T O
W N
R
H O
L A
N D
A1
CIVIL DEMOLITION PLAN
SCALE: 1" = 10'
0 5' 30'20'10'
GENERAL SHEET NOTES
1. SEE SHEET C-001 FOR GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. COORDINATE DISCONNECTION OF UTILITIES WITH
CONTRACTING OFFICER PRIOR TO DEMOLISHING
UTILITIES.
3. SOD ALL DISTURBED PERVIOUS AREAS.
SHEET KEYNOTES
1. DEMOLISH PAVEMENT FOR NEW UTILITY INSTALLATION.
2. EXISTING CONCRETE SIDEWALK AND STAIRS TO BE
DEMOLISHED (SEE ARCHITECTURAL DRAWINGS).
3. EXISTING GRASS AREA.
4. APPROXIMATE LOCATION OF EXISTING ABANDONED
DUCTBANK PER DOCUMENTS PROVIDED BY QDC.
5. DEMOLISH AND CAP EXISTING ABANDONED DUCTBANK
WITHIN LIMITS OF DISTURBANCE FOR FOUNDATION.
6. APPROXIMATE LOCATION OF EXISTING ABANDONED
STEAM LINE PER DOCUMENTS PROVIDED BY QDC
7. DEMOLISH AND CAP EXISTING ABANDONED STEAM LINE
AND STEAM PIT WITHIN LIMITS OF DISTURBANCE FOR
FOUNDATION. ABATEMENT N.I.C.
SHEET LEGEND
DEMO PAVEMENT
DEMO UNDERGROUND UTILITY
C I V
M
O L
I T
I O
N
P
L A
N
CD101
C D d w g
E M
I
E M
I J A
S
ISSUED FOR CONSTRUCTION
E
X
I
S
T
I
P
H
A
V
E
M
E
N
T
E
X
I
S
T
I
N
C
R
E
V
E
M
E
N
T
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
E
U
E
U
E
U
E
U
E
U
E
U
E
W
W
W
V
S
S
S
S
S
S
S
S
S
S
S
CO
B
L
D
1 2 3 4 5
A
B
C
D
D W
N
B
Y
C K
D
B
Y
S U
B M
I T
T E
D
B
Y
D A
T E
A P
P R
D
A T
E D
E S
C R
I P
T I O
N M
A R
K
SHEET
IDENTIFICATION
D E
S I G
N E
D
B
Y
F I
M
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
S I Z
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
F I
T
H
M
N
A T
I O
N A
L
G
U A
R
E A
U P
R O
J E
C T
S
R
I A
O
N S
C
A D
B
I M
C
A D
C
S D
O
T T
P
O J E
E
L E
N
A
T
P
M
P
A R
K W
N E
S U
I T
E
N O
R C
R O
S S
G
A
P H
O
F
P O
O
J E
G H
C
A N
S I
D
-W L D
W
-0
R H
O D
E
I S
L A
N D
A
T
I O
N
G
U A
R D
Q U
O N
S E
T
A
S
E
Q U
O N
S E
T
H
I L
D I N
G
N O
R T
H
K
I N
G S
T O
W N
R
H O
L A
N D
A1
SITE & UTILITY PLAN
SCALE: 1" = 10'
0 5' 30'20'10'
GENERAL SHEET NOTES
1. SEE SHEET C-001 FOR GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. COORDINATE DISCONNECTION OF UTILITIES WITH
CONTRACTING OFFICER PRIOR TO DEMOLISHING
UTILITIES.
3. SOD ALL DISTURBED PERVIOUS AREAS.
SHEET KEYNOTES
1. NEW BOLLARDS (SEE DETAIL D5/C-501).
2. NEW COMMUNICATIONS DUCTBANK (SEE DETAIL
C1/E-501).
3. PATCH PAVEMENT (SEE DETAIL A3/C-501).
4. NEW HEADER CURB (SEE DETAIL A4/C-501)
5. SILT LOG (SEE DETAIL C3/C-501).
6. NEW SIDEWALK (SEE DETAIL B5/C-501).
7. COMMUNICATIONS HANDHOLE (SEE DETAIL C4/E-502).
8. MECHANICAL PAD (SEE DETAIL 2/M-501).
9. CONCRETE PAD FOR TRANSFORMER (SEE DETAIL
D1/C-501).
10. NEW RAMP (SEE ARCHITECTURAL AND STRUCTURAL
DRAWINGS).
11. NEW ELECTRICAL LINE (SEE DETAIL C1/E-501)
12. NEW 1.5" WATER LINE.
13. NEW 16"X1.5" TAP, SADDLE, AND VALVE CONNECTION TO
EXISTING 16" WATER MAIN.
14. NEW 6" DIP SANITARY SEWER LINE
15. NEW SANITARY SEWER CLEANOUT (SEE DETAIL A4/C-502)
16. NEW SANITARY SEWER MANHOLE (SEE DETAIL A1/C-502)
17. NEW GAS METER AND PAD (SEE MECHANICAL DRAWINGS)
SHEET LEGEND
PAVEMENT PATCH (DETAIL
A3/C-501)
NEW CONCRETE PAD (DETAIL
D1/C-501)
NEW SIDEWALK (DETAIL B5/C-501)
NEW RAMP (SEE ARCHITECTURAL
AND STRUCTURAL DRAWINGS)
NEW SOD
NEW COMMUNICATIONS
DUCTBANK (DETAIL C1/E-501)
SILT LOG (DETAIL C3/C-501)
NEW WATER LINE
NEW WATER VALVE
NEW SANITARY SEWER
NEW SANITARY SEWER
CLEANOUT (DETAIL A4/C-502)
NEW SANITARY SEWER MANHOLE
(DETAIL A1/C-502)
S I T
I L
I T
Y
P
L A
N
CS101
C S d w g
E M
I
E M
I J A
S
ISSUED FOR CONSTRUCTION
E
X
I
S
T
I
P
H
A
V
E
M
E
N
T
E
X
I
S
T
I
N
C
R
E
V
E
M
E
N
T
CO
S
INVERT AT BLDG = 8.71'
INVERT = 8.60'
INVERT = 8.15'
EX. MH
RIM = 12.26
INV = 4.66
EX. MH
RIM = 12.21
TOP OF PIPE = 6.01 NE
TOP OF PIPE = 5.55 NW
TOP OF PIPE = 5.55 SE
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
WG
AutoCAD SHX Text
WG
AutoCAD SHX Text
WG
AutoCAD SHX Text
WG
AutoCAD SHX Text
GV
AutoCAD SHX Text
GM
AutoCAD SHX Text Ramp
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Bulkhead
AutoCAD SHX Text 24"
AutoCAD SHX Text Conc.
AutoCAD SHX Text Curb
AutoCAD SHX Text Conc. Ramp
AutoCAD SHX Text Plant Bed
AutoCAD SHX Text Bed
AutoCAD SHX Text Plant
AutoCAD SHX Text Elec. Line
AutoCAD SHX Text Fiberglass Pad
AutoCAD SHX Text (Transformer)
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text Elec. Line
AutoCAD SHX Text Conc. Pad
AutoCAD SHX Text (Transformer)
AutoCAD SHX Text Conc. Steps
AutoCAD SHX Text Conc. Patio
AutoCAD SHX Text (36" Mandoor)
AutoCAD SHX Text 11.89
AutoCAD SHX Text 12.44
AutoCAD SHX Text 12.14
AutoCAD SHX Text 12.90
AutoCAD SHX Text 13.26
AutoCAD SHX Text 12.89
AutoCAD SHX Text 11.45
AutoCAD SHX Text 12.32
AutoCAD SHX Text 13.06
AutoCAD SHX Text 13.45
AutoCAD SHX Text 14.47
AutoCAD SHX Text 14.61
AutoCAD SHX Text 13.53
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text Conc. Curb
AutoCAD SHX Text 11.5' Door
AutoCAD SHX Text
AIRPORT STREET
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text Inv.=6.18(NW)(12"Clay)
AutoCAD SHX Text Rim=11.31
AutoCAD SHX Text
CB
AutoCAD SHX Text Inv.=5.81(SE)(15"RCP)
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text Sawcut
AutoCAD SHX Text A/C
AutoCAD SHX Text Unit
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 14.44
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 13.89
AutoCAD SHX Text 13.98
AutoCAD SHX Text S
AutoCAD SHX Text 12.52
AutoCAD SHX Text Inv.=6.18(SE)(12"Clay)
AutoCAD SHX Text Inv.=6.18(NE)(30")
AutoCAD SHX Text Inv.=6.18(SW)(30")
AutoCAD SHX Text S
AutoCAD SHX Text Top Pipe=6.01(NE)(6"RCP)
AutoCAD SHX Text Rim=12.21
AutoCAD SHX Text
SMH
AutoCAD SHX Text Top Pipe=5.55(NW)(6"RCP)
AutoCAD SHX Text Top Pipe=5.55(SE)(8"RCP)
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text 6"
AutoCAD SHX Text 12"
AutoCAD SHX Text M
AutoCAD SHX Text W
AutoCAD SHX Text
COMM
AutoCAD SHX Text
6"FM
AutoCAD SHX Text C/E
AutoCAD SHX Text
DMH
AutoCAD SHX Text Rim=11.98
AutoCAD SHX Text Top Pipe=10.28(4"CI)
AutoCAD SHX Text Rim=13.68
AutoCAD SHX Text
MH
AutoCAD SHX Text Top Pipe=10.43(2.5"CI)
AutoCAD SHX Text Inv.=8.16(N)(12"RCP)
AutoCAD SHX Text D
AutoCAD SHX Text 30"
AutoCAD SHX Text 30"
AutoCAD SHX Text Inv.=4.94(SE&NW)(CL Trough)
AutoCAD SHX Text No Evidence of 30" Pipe
AutoCAD SHX Text Inv.=5.52(NE)(27"RCP)
AutoCAD SHX Text Inv.=5.52(SW)(27"RCP)
AutoCAD SHX Text F.F.=14.46
AutoCAD SHX Text
WV
B
C
D
D W
N
B
Y
C K
D
B
Y
S U
B M
I T
T E
D
B
Y
D A
T E
A P
P R
D
A T
E D
E S
C R
I P
T I O
N M
A R
K
SHEET
IDENTIFICATION
D E
S I G
N E
D
B
Y
F I
M
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
S I Z
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
F I
T
H
M
N
A T
I O
N A
L
G
U A
R
E A
U P
R O
J E
C T
S
R
I A
O
N S
C
A D
B
I M
C
A D
C
D
O
T T
P
O J E
E
L E
N
A
T
A
M
R
K W
N
E
S U
I T
E
N O
R C
R O
S S
G
A
P H
O
F
P
O N
D
P
R O
J E
G H
C
A N
S I
D
-W L D
W
-0
R H
O D
E
I S
L A
N D
A
T
I O
N
G
U A
R D
Q U
O N
S E
T
A
S
E
Q U
O N
S E
T
H
I L D
I N
G
N O
R T
H
K
I N
G S
T O
W N
R
H O
L A
N D
C I V
N
S T
R U
C T
I O
N
D
E T
A I L
S
C-501
C d w g
E M
I
E M
I J A
S
ISSUED FOR CONSTRUCTION
4" GRADED AGGREGATE BASE COURSE
12" COMPACTED SUBGRADE
6" PORTLAND CEMENT CONCRETE
6x6 W2.1xW2.1 WWR (WHERE REQUIRED)
3"
3"
NO SCALE
D1
CONCRETE PAD
NO SCALE
C3
SILT FENCE
NO SCALE
A3
PAVEMENT PATCH
6" GRADED AGGREGATE BASE COURSE
12" COMPACTED SUBGRADE
8" PORTLAND CEMENT CONCRETE
NO SCALE
A1
CONCRETE PAVEMENT
EXPANSION JOINT
0" TO 6"
VARIES
EXIST. GRADE
O
M
X
NEW GRADE
8"
3000 PSI
SYNTHETIC
REINFORCED
CONCRETE
TIE TO
EXIST.
GRADE
R1"
7"
1"
8"
14"
NEW
PVMT.
SURFACE
NO SCALE
A4
HEADER CURB
18"Ø CONC. BASE
UNDISTURBED
EARTH
CONCRETE CAP
6" SCHEDULE 40
PIPE FILLED WITH
CONCRETE AND PAINTED
YELLOW (GALVANIZED)
FINISH PAVEMENT
NO SCALE
D5
BOLLARD
COMPACTED SUBGRADE
1/2" EXPANSION JOINT BETWEEN WALK
AND PAVING OR ADJACENT STRUCTURE.
4" THICK 3500 PSI
CONCRETE
FINISHED
GRADE
MAX
2% CROSS
SLOPE
EXPANSION JOINTS @
50' MAX. SPACING AND
AT JUNCTIONS WITH
OTHER STRUCTURES
AND RIGID PAVING.
EXPANSION JOINT
CONTRACTION JOINT SHALL DIVIDE
SIDEWALK INTO SQUARE PANELS.
SPACING OF CONTRACTION JOINTS
SHALL EQUAL THE WIDTH OF THE
SIDEWALK.
CONTRACTION JOINT
NOTE: NOTE:
1/4" RADIUS
FINISH
PREMOLDED JOINT
FILLER EXTENDING
TO BOTTOM
SURFACE
OF CONCRETE.
4" GRADED
AGGREGATE BASE
NO SCALE
B5
SIDEWALK
NOTE:
PROVIDE CONTRACTION JOINTS AT A SPACING NO GREATER THAN 1.2 OR LESS TIMES
THE PAVEMENT WIDTH OR A MAXIMUM OF 15 FEET ADDITIONAL CONTRACTION JOINTS
TO BE LOCATED AT DRAIN INLETS PIPE SUPPORTS, EXISTING STRUCTURES, ETC. TO
MAINTAIN MAXIMUM 1.5:1 LENGTH TO WIDTH JOINT PATTERN.
OVERCUT TO PROVIDE
POCKET OF 1/2" TO 3/4"
3/4" ± 1/16"
SEALANT DEPTH PER
MANUFACTURER
RECOMMENDATION
1/8" TO 1/4"
TO TOP OF
SEALANT
EXPANSION JOINT SEAL
JOINT SEALANT
BACKER
ROD
1/4" BEVELED EDGES (TYP)
1/4" BEVELED
EDGES (TYP)
1/2" TO 5/8"
JOINT WIDENING
JOINT
SEALANT
CONTRACTION JOINT SEAL
JOINT WIDENING
SAW-CUT
OVERCUT TO
PROVIDE POCKET
OF 1/2" TO 3/4"
BACKER ROD
SEALANT DEPTH PER
MANUFACTURER
RECOMMENDATION
1/8" TO 1/4" TO
TOP OF SEALANT
RESILIENT FIBERBOARD
JOINT FILLER - ONE PIECE,
FULL DEPTH, FULL WIDTH
(CAST-IN-PLACE, TOP
PORTION CUT OUT FOR JOINT
SEALER & BACKER ROD
NOTE:
DETAIL PER QUONSET DEVELOPMENT CORPORATION
OR APPROVED EQUAL
B
C
D
D W
N
B
Y
C K
D
B
Y
S U
B M
I T
T E
D
B
Y
D A
T E
A P
P R
D
A T
E D
E S
C R
I P
T I O
N M
A R
K
SHEET
IDENTIFICATION
D E
S I G
N E
D
B
Y
F I
M
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
S I Z
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
F I
T
H
M
N
A T
I O
N A
L
G
U A
R
E A
U P
R O
J E
C T
S
R
I A
O
N S
C
A D
B
I M
C
A D
C
D
O
T T
P
O J E
E
L E
N
A
T
A
M
R
K W
N
E
S U
I T
E
N O
R C
R O
S S
G
A
P H
O
F
P
O N
D
P
R O
J E
G H
C
A N
S I
D
-W L D
W
-0
R H
O D
E
I S
L A
N D
A
T
I O
N
G
U A
R D
Q U
O N
S E
T
A
S
E
Q U
O N
S E
T
H
I L D
I N
G
N O
R T
H
K
I N
G S
T O
W N
R
H O
L A
N D
C I V
N
S T
R U
C T
I O
N
D
E T
A I L
S
C-502
C d w g
E M
I
E M
I J A
S
ISSUED FOR CONSTRUCTION
NO SCALE
A1
SANITARY SEWER MANHOLE
A4
SANITARY SEWER CLEANOUT
ARCHITECTURAL ABBREVIATIONS
CL
GENERAL NOTES:
SYMBOLS:
A-000
A-000
VIEW TITLES:
PLAN SYMBOLS:
XXX XX
XXX
XX-X
MATERIALS IN SECTION - FILL PATTERNS:
A-000
A.F.
A.F.F.
ACC. DR.
ADAAG
ACCESS.
ADJ.
ACOUST.
A.B.
ACT
ANOD.
A.C.
AL / ALUM.
L
APP.
APPROX.
ARCH.
AT / FP
AVG.
A.W.I.
B.H.M.I.
BM.
BLKG.
BD.
BTM.
BLDG.
B.U.R.
CFCI
CH.
CPT.
CLG.
CLG. HT.
CTR.
C. TO C.
C.T.
CLR.
C.O.
CLOS.
CO.
COL.
CONC.
CORR.
COTR
CMU
CONF.
CONST.
CONT.
CONTR.
C.J.
C.Y.
DET.
DIA.
DIM.
DISP.
DR.
DN.
D.S.
DESC.
DWG.
EA.
ELEC.
EL.
E.W.C.
E.R.D.
E.P.
ENGR.
EQUIP.
EQ.
EXIST.
EXP.
E.J. (EXP. JT.)
EXP. TO STRUCT.
EXT.
ETD
FAC.
FDC
FT.
F.E.
F.E.C.
F.H.C.
FIN.
F.P.
F.F.
FLR.
F.D.
FLUOR.
F.O.G.
FTG.
FDN.
FV.
RAISED ACCESS FLOOR
RECEPTIONIST
REFERENCE
REINFORCEMENT
REQUIRED
REVISIONS / REVISED
ROOF DRAIN
RIGHT HAND
RIGHT HAND REVERSE
ROOM
ROUGH OPENING
RUBBER BASE
SEALED CONCRETE
SOLID CORE WOOD
SCHEDULE
SECTION
SEMI-GLOSS PAINT
SERVICE SINK
SHEET METAL
SIMILAR
SOUND TRANSMISSION CLASS
SPECIFICATION
SPRAYED FIRE RESISTIVE
MATERIAL
SQUARE
STAIN
STAINLESS STEEL
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
TOILET
TELEPHONE
THICK
THRESHOLD
TEMPERED GLASS
TOP OF
TOP OF BEAM
TOP OF CONCRETE
TOP OF CURB
TOP OF STEEL
TOP OF WALL
TOUCH-UP
TYPICAL
UNDERWRITERS LABORATORIES
UNFINISHED
UNLESS NOTED OTHERWISE
VERTICAL
VESTIBULE
VINYL COMPOSITION TILE
VINYL COVE BASE
VENT THRU ROOF
WIDTH
WITH
WATER CLOSET
WALL CLEAN OUT
WOOD
WINDOW
WIRE MESH PARTITION
WITHOUT
WATER RESISTANT GYPSUM
BOARD
WEATHERSTRIPPING
WINDOW ROUGH OPENING
YARD
SECTION NUMBER
DWG. NO. WHERE
SECTION IS DRAWN
SECTION MARK
A-000
ELEVATION NUMBER
DWG. NO. WHERE
ELEVATION IS DRAWN
BUILDING ELEVATION MARK
ELEVATION
NUMBER (TYP.)
DWG. NO. WHERE
ELEVATION IS DRAWN
INTERIOR ELEVATION MARK
DWG. NO. WHERE
DETAIL IS DRAWN
CALLOUT HEAD
DETAIL
NUMBER (TYP.)
AREA COVERED BY DETAIL
DOOR TAG WINDOW TAG ROOM TAG
ROOM NAME
PARTITION TYPE
EARTH
CONCRETE / GROUT
SAND / E.I.F.S. /
PLASTER / STUCCO
STEEL
MASONRY - CONCRETE BLOCK
MASONRY - BRICK
RIGID INSULATION
BATT INSULATION EXPOSED & FINISHED WOOD TRIM
GYPSUM / PLASTER
PLYWOOD
ACCESS FLOORING
ABOVE FINISHED FLOOR
ACCESS DOOR / PANEL
AMERICAN WITH DISABILITIES
ACCESSIBILITY GUIDELINES
ACCESSORIES
ADJUST/ ADJUSTABLE
ACOUSTICAL
ANCHOR BOLT
ACOUSTICAL CEILING TILE
ANODIZED
AIR CONDITIONING
ALUMINUM
AND
ANGLE
APPROVED
APPROXIMATE
ARCHITECTURAL
AT
ANTI TERRORISM / FORCE PROTECTION
AVERAGE
ARCHITECTURAL WOODWORK INSTITUTE
BUILDER'S HARDWARE MANUFACTURER'S
ASSOCIATION, INC.
BEAM
BLOCKING
BOARD
BOTTOM
BUILDING
BUILT-UP ROOFING
CONTRACTOR FURNISHED CONTRACTOR
INSTALLED
CHANNEL
CARPET
CEILING
CEILING HEIGHT
CENTER
CENTER LINE
CENTER TO CENTER
CERAMIC TILE
CLEAR
CLEANOUT
CLOSET
COMPANY
COLUMN
CONCRETE
CORRIDOR
CONTRACTING OFFICER'S TECHNICAL
REPRESENTATIVE
CONCRETE MASONRY UNIT
CONFERENCE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CONTROL JOINT
CUBIC YARD
DETAIL
DIAMETER
DIMENSION
DISPENSER
DOOR
DOWN
DOWNSPOUT
DESCRIPTION
DRAWING
EACH
ELECTRICAL OR ELECTRIC
ELEVATION
ELECTRIC WATER COOLER
EMERGENCY ROOF DRAIN
EPOXY PAINT
ENGINEER
EQUIPMENT
EQUAL
EXISTING
EXPANSION / EXPOSED
EXPANSION JOINT
EXPOSED TO STRUCTURE
EXTERIOR
ESTIMATED TRAVEL DISTANCE
FACTORY
FIRE DEPARTMENT CONNECTION
FEET
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE HOSE CABINET
FINISH
FLAT PAINT
FINISHED FLOOR
FLOOR
FLOOR DRAIN
FLUORESCENT
FACE OF GIRT
FOOTING
FOUNDATION
FIELD VERIFY
RAF
RECEP.
REF.
REINF.
REQ'D.
REV.
R.D.
RH
RHR
RM.
R.O.
RB
SC
SCW
SCHED.
SECT.
S.G.P.
SSK
SHT. MET.
SIM.
STC
SPEC(S)
SFRM
SQ.
ST.
S.S.
STD.
STL.
STOR.
STRUCT.
SUSP.
TOIL. / TLT
TEL.
THK.
T'HOLD
TG
T/
TOB
TOC
T/C
TOS
T/W
TU
TYP.
U.L.
UNFIN
U.N.O.
VERT.
VEST.
VCT
VCB
V.T.R.
W.
W/ W.C.
WCO
WD.
WDW.
W.M.P.
W/O W.R.G.B.
W.S.
W.R.O.
YD.
GRAVEL
KEYNOTE
TAG
XX
CEILING TAG
(HEIGHT)
0'-0" A.F.F.X0'-0"
CEILING TAG
(TYPE & HEIGHT)
CEILING HGT.
CEILING TYPE
SUBSCRIPT
TYPE (AS REQ)
PARTITION TYPE
SIGNAGE
TAG
XXX
GA.
GALV.
G.B.F.
GFCI
GFGI
G.L.
G.P.
GL.
GOVT.
GYP.
GYP. BD. (GWB)
HKS
HR.
HDW.
HGT.
H.
H.P.
H.M.
HORIZ.
HB
H.V.A.C.
IN.
I.D.
INSUL.
INT.
JAN.
J.C.
JT.
JST.
K.P.
LAM.
LDG.
LAV.
L.H.
LHR
LT.
LTG.
LONG.
LVR.
L.P.
MAS.
M.O.
MGR.
MANUF.
MATL.
MAX.
MECH.
MTL.
M.W.P.
MIN.
MISC.
N.I.C.
NO. (#)
NTS
NFPA
O.C.
OFCI
OFGI
O.H.
OPNG.
O.W.
OPP.
O.D.
OSHA
OVHD
PDU
PT
PR.
PNL.
PART.
PLAS.
PL
PLYWD.
LBS. OR #
PSF
PSI
P.M.J.F.
PRE-FAB.
Q.T.
1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE
DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK
REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS.
2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION
OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO
EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL
PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN
UNFINISHED OR INCOMPLETE CONDITION.
4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND
MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS
AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE
DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF
THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE CONTRACTING
OFFICER'S REPRESENTATIVE'S ATTENTION PRIOR TO PROCEEDING WITH
THE WORK.
5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND
NEW WORK.
6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE
CONSTRUCTION SCOPE OF WORK AGREEMENT.
7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL
AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.
8. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS, SHOWN ON
THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING
OFFICER'S REPRESENTATIVE IN WRITING OF ANY DIFFERING
CONDITIONS BEFORE COMMENCEMENT OF WORK.
9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE
DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR
SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IN
WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF
WORK.
10. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD SURFACES ARE TO
RECEIVE ONE PRIMER COAT AND TWO COATS OF PAINT.
11. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8"
FROM SIDE TO SIDE OR FROM FRONT TO BACK, FINISHED SURFACE TO
FINISHED SURFACE.
12. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND
ALTERATION OPERATIONS SHALL BE APPLIED.
13. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A
FIRE RESISTIVE RATING SHALL BE CONSTRUCTED AS DETAILED HEREIN.
14. DIMENSIONS SHOWN ARE TO FACE OF STUD OR CMU (U.N.O.).
15. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER
PRODUCT MANUFACTURER'S STANDARDS.
16. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE
WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATORY
AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS
FROM ALL AUTHORITIES HAVING JURISDICTION.
17. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE
REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND
REGULATORY AGENCIES.
18. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO
AVOID GALVANIC CORROSION.
19. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND
MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL
SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.
20. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH
AND HEIGHT OF WALL IS TO BE FINISHED OR FIRE-RATED AS INDICATED.
21. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH
DOOR OPENINGS, THE DOOR WIDTH AND THE DOOR FRAME DETAILS
DETERMINE THE LOCATION OF ADJACENT WALLS AND FRAMES.
22. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE
DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT
CANNOT BE DETERMINED, CONSULT THECONTRACTING OFFICER'S
REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK.
23. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND
ELECTRICAL FLOOR AND WALL SLEEVES INCLUDING CONDUITS WITH ALL
MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, STRUCTURAL
AND ARCHITECTURAL DRAWINGS.
24. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND
AS REQUIRED FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL
ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE
REVIEWED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR
TO PROCEEDING.
25. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR
WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL
PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND
STRUCTURAL INTEGRITY OF THE BUILDING.
26. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER OR
PORTION OF THE FLOOR SYSTEM UNLESS IT IS SPECIFICALLY NOTED OR
SHOWN ON THE STRUCTURAL DRAWINGS.
27. INTERIOR PARTITION MOVEMENT CONTROL:
A. VERTICAL CONTROL JOINTS FOR ANY WALL LENGTH ARE TO OCCUR
AT NOT MORE THAN 30'-0" O.C. IN THE HORIZONTAL DIRECTION, UNLESS
NOTED OTHERWISE.
B. PROVISIONS SHALL BE MADE IN THE DESIGN, FABRICATION, AND
INSTALLATION OF INTERIOR PARTIONS FOR TYPICAL FLOOR DEFLECTIONS
OF THE STRUCTURE UNDER SUPERIMPOSED LOADS AS FOLLOWS:
TYPICAL ROOF/FLOOR MEMBERS: SPAN/360 BUT NOT LESS THAN 1/2”.
28. THE CONTRACTOR SHALL PLAN HIS/HER WORK TO PROVIDE
ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES,
AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO
PERSONS AND PROPERTY AS NECESSARY.
29. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK
TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES, IF APPLICABLE,
WITH THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO START
OF SUCH WORK.
GAGE OR GAUGE
GALVANIZED
GYPSUM BOARD FURRING
GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GOVERNMENT FURNISHED
GOVERNMENT INSTALLED
GIRT LINE
GLOSSY PAINT
GLASS
GOVERNMENT
GYPSUM
GYPSUM BOARD
HOOKS
HANDRAIL
HARDWARE
HEIGHT
HIGH
HIGH POINT
HOLLOW METAL
HORIZONTAL
HOSE BIBB
HEATING VENTILATION & AIR
CONDITIONING
INCH
INSIDE DIAMETER
INSULATION
INTERIOR
JANITOR
JANITOR'S CLOSET
JOINT
JOIST
KICK PLATE
LAMINATE
LANDING
LAVATORY
LEFT HAND
LEFT HAND REVERSE
LIGHT
LIGHTING
LONGITUDINAL
LOUVER
LOW POINT
MASONRY
MASONRY OPENING
MANAGER
MANUFACTURER
MATERIAL
MAXIMUM
MECHANICAL
METAL
METAL WALL PANEL
MINIMUM
MISCELLANEOUS
NOT IN CONTRACT
NUMBER
NOT TO SCALE
NATIONAL FIRE PROTECTION
ASSOCIATION
ON CENTER
OWNER FURNISHED
CONTRACTOR INSTALLED
OWNER FURNISHED
GOVERNMENT INSTALLED
OPPOSITE HAND
OPENING
OPEN WEB
OPPOSITE
OUTSIDE DIAMETER
OCCUPATIONAL SAFETY AND
HEALTH ACT
OVERHEAD
POWER DISTRIBUTION UNIT
PAINT
PAIR
PANEL
PARTITION
PLASTER OR PLASTIC
PLATE
PLYWOOD
POUNDS
POUNDS / SQUARE FOOT
POUNDS / SQUARE INCH
PRE-MOLDED JOINT FILLER
PREFABRICATED
QUARRY TILE
ELEVATION, SECTION OR DETAIL NAMEFLOOR PLAN TITLE
SCALE
DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)
SCALE
A1
NORTH ARROW
PLAN
NORTH
TRUE
NORTH
PLAN
NORTH
ELEVATION, SECTION OR DETAIL VIEW TITLEFLOOR PLAN VIEW TITLE
1 2 3 4 5
A
B
C
D
D W
N B
Y
C K
D B
Y
S U
B M
IT
T
E D
B Y
D A
T E
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
D E
S
IG
N E
D B
Y
F
IL
E N
A M
E
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
P L O
T S
C A
L E
:P L O
T D
A T
E
S
IZ
E
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
F
IL
E N
O
A S
I N
D
IC
T D
PROFESSIONAL SEAL:
/7
/2
:4
:2
P M
C R e v it L o c a l\
\1
R
IA
N
G H
U T
B
L D
G
A R
C H
C
E N
T R
A L
R
A
R a m .r v t
A-001
G H
C
S R
G
J A
M R
H O
D E
I S
L A
N D
A
IR
N A
T
IO
N A
L G
U A
R D
Q U
O N
S E
T A
N G
B A
S E
/2 /2
ISSUED FOR CONSTRUCTION
G E
N E
R A
L N
O T
E S
A
B B
R E
V
IA
T
IO
N S
S
Y M
B O
L S
Q U
O N
S E
T H
U T
B U
IL
D
IN
G
N O
R T
H K
IN
G
S T
O W
N R
H O
D E
I S
L A
N D
A S
R
J O
B N
O
F.V.
100' - 0"
F .V
55 56
10 10
1. WHILE WORK UNDER THIS CONTRACT IS IN PROGRESS, COORDINATE
DEMOLITION WORK WITH ALL OTHER ELEMENTS OF THE WORK.
2. ALL DEMOLITION MATERIAL, EQUIPMENT AND DEBRIS SHALL BE REMOVED AT
THE END OF EACH WORK DAY FROM THE SITE TO AN AREA DESIGNATED BY
THE CONTRACTING OFFICER'S REPRESENTATIVE.
3. THE CONTRACTOR SHALL REVIEW INSTALLATION DRAWINGS FOR NEW
MATERIALS AND BE FAMILIAR WITH LIMITS OF DEMOLITION. THE
CONTRACTOR SHALL KNOW AND UNDERSTAND NEW MATERIAL
INSTALLATION IN AREAS WHERE EXISTING MATERIALS ARE REMOVED.
4. PROVIDE TEMPORARY SHELTER OR PORTALS AT ENTRANCES AND EXIT
DOORS AS MAY BE REQUIRED FOR PROTECTION FROM FALLING DEBRIS OR
OPEN TRENCHES. TEMPORARY PORTALS AND WALKWAYS ARE TO MEET ALL
CODE REQUIREMENTS FOR WIDTH AND WALKING SURFACE CONTINUITY.
5. COORDINATE EXTENT OF FLOOR SLAB DEMOLITION WITH STRUCTURAL,
MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS.
PATCH AND REPAIR AS REQUIRED AND PREPARE TO RECEIVE NEW FINISH.
6. SEE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS
FOR ADDITIONAL INFORMATION.
7. FOR ASBESTOS PRODUCTS FOUND AT THE SITE REFER TO THE ASBESTOS
AND LEAD BASED PAINT INSPECTION AND PCB SAMPLING REPORT
CONTAINED WITHIN THE PROJECT BOOK.
8. CONTRACTOR SHALL ASSUME ALL PAINTED SURFACES CONTAIN LEAD. FOR
ADDITIONAL INFORMATION ON LEAD BASED PAINT AND LEAD BASED
BUILDING COMPONENT LOCATIONS AND CONCENTRATIONS FOUND AT THE
SITE REFER TO THE ASBESTOS AND LEAD BASED PAINT INSPECTION AND
PCB SAMPLING REPORT CONTAINED WITHIN THE PROJECT BOOK.
GENERAL DEMOLITION NOTES:
EXISTING TO BE DEMOLISHED
DEMOLITION PLAN LEGEND
1 2 3 4 5
A
B
C
D
D W
N B
Y
C K
D B
Y
S U
B M
IT
T
E D
B Y
D A
T E
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
D E
S
IG
N E
D B
Y
F
IL
E N
A M
E
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
P L O
T S
C A
L E
:P L O
T D
A T
E
S
IZ
E
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
F
IL
E N
O
A S
I N
D
IC
T D
PROFESSIONAL SEAL:
/7
/2
:4
:3
P M
C R e v it L o c a l\
\1
R
IA
N
G H
U T
B
L D
G
A R
C H
C
E N
T R
A L
R
A
R a m .r v t
AD-101
G H
C
S R
G
J A
M R
H O
D E
I S
L A
N D
A
IR
N A
T
IO
N A
L G
U A
R D
Q U
O N
S E
T A
N G
B A
S E
/2 /2
ISSUED FOR CONSTRUCTION
D E
M O
L
IT
IO
N
F L O
O R
P L A
N
Q U
O N
S E
T H
U T
B U
IL
D
IN
G
N O
R T
H K
IN
G
S T
O W
N R
H O
D E
I S
L A
N D
A S
R
J O
B N
O
SCALE: 3/16" = 1'-0"
B2
DEMOLITION FLOOR PLAN
SCALE: N.T.S.D1
EXTERIOR VIEWS
SCALE: N.T.S.A1
INTERIOR VIEWS
KEY NOTES - DEMO FLOOR PLAN
MARK DESCRIPTION
1 REMOVE PORTION OF SLAB FOR NEW FOUNDATIONS. REFER TO
STRUCTURAL DWGS FOR ADDITIONAL INFORMATION
2 ALL INTERIOR PARTITIONS, WINDOWS, DOORS AND FRAMES AND
PLUMBING FIXTURES TO BE REMOVED
3 EXISTING QUONSET HUT BUILDING STRUCTURE AND ALL INTERIOR
COMPONENTS TO BE DEMOLISHED AND REMOVED COMPLETELY,
INCLUDING ALL ARCHED RIBS, CORRUGATED METAL PANELS,
INSULATION PLYWOOD SHEATHING EXTERIOR DOORS AND WINDOWS
4 REMOVE ALL EXISTING INTERIOR DOORS, FRAMES, AND HARDWARE
5 REMOVE ALL EXISTING INTERIOR PARTITIONS U.N.O.
6 REMOVE ALL EXISTING PLUMBING FIXTURES, PIPES, TOILET & URINAL
PARTITIONS AND TOILET ACCESSORIES
7 REMOVE ALL EXISTING INTERIOR WINDOWS, FRAMES, AND GLAZING
8 REMOVE ALL EXISTING CASEWORK
9 REMOVE ALL EXISTING ACOUSTICAL CEILING PANELS, GRIDS, GWB
CEILINGS, CEILING INSULATION, CEILING SUPPORT SYSTEMS, LIGHT
FIXTURES, MECHANICAL DIFFUSERS AND CEILING DEVICES.
10 REMOVE EXISTING FLOOR FINISHES DOWN TO BARE CONCRETE.
PREPARE CONCRETE SLAB TO RECEIVE NEW FINISHES
11 PROTECT EXISTING PATIO TO REMAIN
SCALE: = 1'-0"3/16"
0 4 8 124
UP
A-201
C1
A-201
B1
A-201
A1
A-201
B3
A
B
100' - 0"
4" 99' - 4" 4"
1031 SF
GROUP
FITNESS AREA
1150 SF
FREE WEIGHTS
726 SF
CARDIO
FITNESS AREA
93 SF
MECH / ELEC
144 SF
MEN'S
144 SF
WOMEN'S
C1
A-301
A1
A-301
A-401
C1
BB
A
W1
56 SF
JANITOR
106105
B
B
B
A
A-401A1
W1
6' - 0"
/8
30' - 3 1/2" 6' - 5" 16' - 7" 16' - 7" 8' - 5" 21' - 8 1/2"
5' - 0"
CONCRETE RAMP
AND LANDING
F.F.E.
0' - 0"
F.F.E.
0' - 6"
1' - 0 5/8"
1. PARTITION TYPE INDICATED WITH .
2. DOORS INDICATED WITH . SEE SHEET A-601
FOR DOOR TYPES, SCHEDULE, & DETAILS.
3. WINDOWS INDICATED WITH . SEE SHEET A-601
FOR WINDOW TYPES AND DETAILS.
4. KEYNOTES INDICATED WITH .
5. BUILDING FINISH FLOOR ELEVATION 0'-0" CORRESPONDS
TO 14.46 ON CIVIL DRAWINGS.
GENERAL NOTES:
A
SCALE : 1" = 1'-0"
3 5/8" MTL. STUD PARTITION
B
SCALE : 1" = 1'-0"
3 5/8" MTL. STUD FURRING PARTITION
MTL. STUD
FRAMING @ 1'-4"
O.C.
(1) LAYER 5/8"
IMPACT RESISTANT
GWB (ONE SIDE
ONLY)
MTL. STUD
FRAMING @ 1'-4"
O.C.
RUNNER TRACK
(1) LAYER 5/8"
GWB
RUNNER TRACK
(1) LAYER
MOISTURE
RESISTANT
GWB.
(RESTROO
M SIDE
ONLY)
T.O.WALL
7' - 6"
UNDERSIDE OF
STRUCTURE
1 2 3 4 5
A
B
C
D
D W
N B
Y
C K
D B
Y
S U
B M
IT
T
E D
B Y
D A
T E
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
D E
S
IG
N E
D B
Y
F
IL
E N
A M
E
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
P L O
T S
C A
L E
:P L O
T D
A T
E
S
IZ
E
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
F
IL
E N
O
A S
I N
D
IC
T D
PROFESSIONAL SEAL:
/1
/2
:5
:3
A
M C
U s e rs \r a m ir e z a
\D o c u m e n ts \1
R
IA
N G
H
U T
B
L D
G
A R
C H
C
E N
T R
A L
R
A
R a m .r v t
A-101
G H
C
S R
G
J A
M R
H O
D E
I S
L A
N D
A
IR
N A
T
IO
N A
L G
U A
R D
Q U
O N
S E
T A
N G
B A
S E
/1 /2
ISSUED FOR CONSTRUCTION
F L O
O R
P L A
N
Q U
O N
S E
T H
U T
B U
IL
D
IN
G
N O
R T
H K
IN
G
S T
O W
N R
H O
D E
I S
L A
N D
A S
R
J O
B N
O
SCALE: = 1'-0"3/16"
0 4 8 124
SCALE: 3/16" = 1'-0"
FLOOR PLAN
SCALE: 1" = 1'-0"
C4
PARTITION TYPES
KEY NOTES - FLOOR PLAN
MARK DESCRIPTION
1 PREMANUFACTURED CORRUGATED STEEL BUILDING; 20 GA 80 GRADE
GALVANIZED STEEL WITH GAVALUME PLUS COATING
2 R-19, BATT INSULATION WITH REINFORCED VINYL BACKING (BY STEEL
BUILDING MANUFACTURER)
3 PROVIDE P.T. WOOD BLOCKING FOR TV MOUNT
4 INSULATED HOLLOW METAL DOOR & FRAME
5 RAISED WOOD FLOOR - 6" HIGH (2 X 6 FIRE RETARDANT WOOD STUDS @ 16"
O.C. MIN. WITH 3/4" FIRE RETARDANT PLYWOOD. RUBBER NOSING ALONG
EDGE)
6 RAMP - 1:12 SLOPE (2 X 6 FIRE RETARDANT WOOD STUDS @ 16" O.C. MIN. WITH
1/2" FIRE RETARDANT PLYWOOD. RUBBER NOSING ALONG EDGE)
7 FLOOR MOUNTED TV STAND CAPABLE OF SUPPORTING UP TO 60" FLAT PANEL
TV, 100 LBS. MINIMUM, MIN. VERTICAL HEIGHT OF 96", COLOR BLACK - BASIS
OF DESIGN: PEERLESS COL 810P
8 PROVIDE SUPPLEMENTAL STEEL SUPPORT FOR FAN ABOVE DOOR. REFER TO
MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION
9 FLOOR DRAIN - REFER TO PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION
10 DOOR OPENING SHALL BE 6" HIGHER THAN DOOR TO ACCOMODATE RAISED
FLOOR
11 ALIGN FACE OF RAISED FLOOR WITH FACE OF WALL
C
O D
E U
P D
A T
E S
/1
/2
GENERAL NOTES:
1. IN LATRINES, TOILETS, LOCKER ROOMS AND JANITOR CLOSETS ALL GYPSUM BOARD
CEILINGS SHALL BE WATER RESISTANT.
2. COORDINATE THE LOCATION OF CEILING FIXTURES AND EQUIPMENT IN ALL CEILING.
ENSURE THAT A SYMMETRICAL AND BALANCED ARRANGEMENT IS INSTALLED.
CONTRACTING OFFICER IS TO REVIEW INSTANCE OF NON-EQUAL SPACING PRIOR TO
INSTALLATION.
3. CEILING HEIGHTS INDICATED (I.E. 8'-0") ARE RELATIVE TO THE FINISH FLOOR ELEVATION
OF THE ROOM FOR WHICH THEY ARE INDICATED.
4. DEVICES HAVE BEEN SHOWN FOR COORDINATION PURPOSES. ALL DEVICES MAY NOT BE
SHOWN.
5. THE CONTRACTOR SHALL ENSURE THE INSTALLATION OF ALL DEVICES INDICATED ON
THE ENGR. DWG. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ITEMS
NOT SHOWN ON REFLECTED CEILING PLANS. CONTACT THE CONTRACTING OFFICER'S
REPRESENTATIVE IF ANY CONFLICTS OCCUR.
6. COORDINATE ACCESS PANELS WITH MECHANICAL BALANCING DAMPER LOCATIONS.
EXT. WALL MOUNTED FIXTURE
REFLECTED CEILING PLAN LEGEND
1' X 4' PENDANT LIGHT FIXTURE
EXPOSED BLANKET INSULATION WITH LINER FABRIC
EMERGENCY DOWNLIGHT- CENTER IN
ACOUST. CEILING PANELS, TYP., U.N.O.
WALL MOUNTED EXIT SIGN
INSTALL 5/8" WATER- RESISTANT GYPSUM
BOARD AT THE CEILINGS OF RESTROOMS
ONLY.
A
B
1' X 4' EMERGENCY PENDANT LIGHT FIXTURE
DOWNLIGHT- CENTER IN ACOUST. CEILING
PANELS, TYP., U.N.O.
1' X 4' SUSPENDED LIGHT FIXTURE
2' X 4' EMERGENCY FLUOR. LIGHT FIXTURE
A
B
C1
A-301
A1
A-301
A.F.F.B 8' - 0" A.F.F.B 8' - 0"
MEN'S
WOMEN'S
1 1 1
1 1
JANITOR
MECH / ELEC
1 2 3 4 5
A
B
C
D
D W
N B
Y
C K
D B
Y
S U
B M
IT
T
E D
B Y
D A
T E
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
D E
S
IG
N E
D B
Y
F
IL
E N
A M
E
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
P L O
T S
C A
L E
:P L O
T D
A T
E
S
IZ
E
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
F
IL
E N
O
A S
I N
D
IC
T D
PROFESSIONAL SEAL:
/1
/2
:5
:3
A
M C
U s e rs \r a m ir e z a
\D o c u m e n ts \1
R
IA
N G
H
U T
B
L D
G
A R
C H
C
E N
T R
A L
R
A
R a m .r v t
A-131
G H
C
S R
G
J A
M R
H O
D E
I S
L A
N D
A
IR
N A
T
IO
N A
L G
U A
R D
Q U
O N
S E
T A
N G
B A
S E
/1 /2
ISSUED FOR CONSTRUCTION
R E
F L
E C
T E
D C
E
IL
IN
G
P L A
N
Q U
O N
S E
T H
U T
B U
IL
D
IN
G
N O
R T
H K
IN
G
S T
O W
N R
H O
D E
I S
L A
N D
A S
R
J O
B N
O
SCALE: 3/16" = 1'-0"
REFLECTED CEILING PLAN
KEY NOTES - RCP
MARK DESCRIPTION
1 INTEGRAL SKYLIGHTS (BY STEEL BUILDING
MANUFACTURER)
2 R-19 BATT INSULATION WITH REINFORCED VINYL
FACING (BY STEEL BUILDING MANUFACTURER)
SCALE: = 1'-0"3/16"
0 4 8 124
C
O D
E U
P D
A T
E S
/1
/2
B
C1
A-301
A1
A-301
S L O
P E
V
A R
IE
S
S L O
P E
V
A R
IE
S
S L O
P E
V
A R
IE
S
S L O
P E
V
A R
IE
S
2 2 2
6 3
1 2 3 4 5
A
B
C
D
D W
N B
Y
C K
D B
Y
S U
B M
IT
T
E D
B Y
D A
T E
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
D E
S
IG
N E
D B
Y
F
IL
E N
A M
E
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
(6
-7
P L O
T S
C A
L E
:P L O
T D
A T
E
S
IZ
E
A N
S I D
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
F
IL
E N
O
A S
I N
D
IC
T D
PROFESSIONAL SEAL:
/7
/2
:4
:2
P M
C R e v it L o c a l\
\1
R
IA
N
G H
U T
B
L D
G
A R
C H
C
E N
T R
A L
R
A
R a m .r v t
A-151
G H
C
S R
G
J A
M R
H O
D E
I S
L A
N D
A
IR
N A
T
IO
N A
L G
U A
R D
Q U
O N
S E
T A
N G
B A
S E
/2 /2
ISSUED FOR CONSTRUCTION
R O
O F
P L A
N
Q U
O N
S E
T H
U T
B U
IL
D
IN
G
N O
R T
H K
IN
G
S T
O W
N R
H O
D E
I S
L A
N D
A S
R
J O
B N
O
SCALE: = 1'-0"3/16"
0 4 8 124
SCALE: 3/16" = 1'-0"
ROOF PLAN
KEY NOTES - ROOF PLAN
MARK DESCRIPTION
1 PREMANUFACTURED CORRUGATED STEEL BUILDING
20 GA 80 GRADE GALVANIZED STEEL WITH
GALVALUME PLUS COATING
2 SKYLIGHTS (BY STEEL BUILDING MANUFACTURER)
3 VENT THRU ROOF - REFER TO MECHANICAL
DRAWINGS - COORDINATE WITH BUILDING
MANUFACTURER ALL ACCESSORIES FOR ROOF
PENETRATIONS
4 WATER HEATER FLUE VENT - REFER TO MECHANICAL
DRAWINGS - COORDINATE WITH BUILDING
MANUFACTURER ALL ACCESSORIES FOR ROOF
PENETRATIONS
5 8" DIAMETER FLUE DUCT - REFER TO MECHANICAL
DRAWINGS
6 12" DIAMETER UNINSULATED DUCT - REFER TO
MECHANICAL DRAWINGS
FINISH FLOOR
0' - 0"
ROOF
20' - 0"
1 2
C1
A-3014
FINISH FLOOR
0' - 0"
ROOF
20' - 0"
A B A1
A-301
W1
FINISH FLOOR
0' - 0"
ROOF
20' - 0"
AB
A1
A-301
W1
FINISH FLOOR
0' - 0"
ROOF
20' - 0"
C1
A-301
1 2 3 4 5
A
B
C
D
D W
N B
Y
C K
D B
Y
S U
B M
IT
T
E D
B Y
D A
T E
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
D E
S
IG
N E
D B
Y
F
IL
E N
A M
E
P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .