B01 Attachment J03 Drawings Addendum No. 3_Rev1.pdf
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I N D
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JULY 20, 2018
G-1
INDIAN HEALTH SERVICE
OFFICE OF ENVIRONMENTAL HEALTH AND ENGINEERING
ALBUQUERQUE AREA OFFICE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
MESCALERO SERVICE UNIT
MESCALERO, NEW MEXICO
RENOVATION & ADDITION
ISSUE FOR CONSTRUCTION JULY 20, 2018
PROJECT TEAM
ARCHITECT
INDIGENOUS DESIGN STUDIO + ARCHITECTURE, LLC
P.O. BOX 16657
ALBUQUERQUE, NM 87191
PH. 505.226.2565
CONTACT: JAN TIFREA, AIA
CIVIL ENGINEER STRUCTURAL ENGINEER
FORSGREN
6100 INDIAN SCHOOL RD., SE, STE 205
ALBUQUERQUE, NM 87110
PH. 505.814.2796
CONTACT: KENT DELPH, PE
QUIROGA-PHEIFFER ENGINEERING
6621 GULTON COURT NE
ALBUQUERQUE, NM 87109
PH. 505.858.1456
CONTACT: RICHARD PFEIFFER PE
ROCK GAP ENGINEERING
6759 ACADEMY RD. NE
ALBUQUERQUE, NEW MEXICO 87109
PH. 505.344.2366
CONTACT: KEITH KEETSO, P.E.
MECHANICAL / ELECTRICAL / PLUMBING
MESCALERO SERVICE UNIT
SP-1 SPECIAL SYSTEMS PLAN - SECTION 1
SP-2 SPECIAL SYSTEMS PLAN - SECTION 2
SP-3 ADMIN OFFICE/ BSMNT / FIRST FLOOR
FIRE ALARM PLAN
SP-4 FACP DETAILS
SP-5 BATTERY CALCS/ VOLTAGE DROPS /
RISER DIAGRAM
SP-6 ADMIN / ELEVATOR RM FIRST FLOOR
ACCESS/ SEC. PLAN
SP-7 ACCESS / SEC/ DETAILS
E-9 HVAC ROOF POWER PLAN
E-10 ENLARGED ELECTRICAL PLANS
E-11 PARTIAL POWER ONE - LINE DIAGRAM
E-11A PARTIAL POWER ONE - LINE
E-11B POWER ONE LINE DIAGRAM SECTION
E-12 ELECTRICAL DETAILS
E-13 ELECTRICAL SCHEDULES
LP-1 LIGHTNING PROTECTION PLAN
LP-2 LIGHTNING PROTECTION DETAILS
E-1 ELECTRICAL SYMBOLS & LEGEND
E-2 PARTIAL ELECTRICAL SITE PLAN
E-2A HEAT TRACE PLAN
E-3 PARTIAL ELECTRICAL POWER PLAN
E-4 RECEPTACLE PLAN - SECTION 1
E-5 RECEPTACLE PLAN - SECTION 2
E-6 MECHANICA/ ELECTRICAL FLOOR PLAN
E-7 LIGHTING PLAN - SECTION 1
E-8 LIGHTING PLAN - SECTION 2
DM-1 MECHANICAL DEMO
M-1 MECHANICAL SYMBOLS & LEGEND
M-2 MECHANICAL GENERAL NOTES
M-3 MECHANICAL PLAN - SECTION 1
M-4 MECHANICAL PLAN - SECTION 2
M-5 MECHANICAL ROOF PLAN
M-6 MECHANICAL ENLARGED PLANS
M-7 MECHANICAL DETAILS
M-8 MECHANICAL SCHEDULES
M-9 MECHANICAL CONTROLS
M-10 MECHANICAL CONTROLS
DE-1 RECEPTACLE DEMO PLAN
DE-2 LIGHTING DEMO PLAN
DP-1 DEMO PLUMBING PLAN
FP-1 FIRE PROTECTION PLAN
FP-2 FIRE PROTECTION PLAN
P-1 PLUMBING SYMBOLS, LEGEND AND
GENERAL NOTES
P-2 PLUMBING WATER PLAN- SECTION 1
P-3 PLUMBING WATER PLAN-SECTION 2
P-4 PLUMBING WASTE PLAN-SECTION 1
P-5 PLUMBING WASTE PLAN-SECTION 2
P-6 PLUMBING ROOF PLAN
P-7 PLUMBING ENLARGED PLAN - DEMO
WORK
P-8 PLUMBING ENLARGED PLAN
P-9 PLUMBING ENLARGED PLAN
P-10 PLUMBING DETAILS
P-11 PLUMBING DETAILS
P-12 PLUMBING WASTE & VENT DIAGRAM
P-13 PLUMBING WATER RISER DIAGRAM
P-14 PLUMBING SCHEDULE
A-6 NOT USED
A-7 ROOF DETAILS
A-8 EXTERIOR ELEVATIONS
A-9 EXTERIOR DETAILS
A-10 EXTERIOR DETAILS
A-11 EXTERIOR PERSPECTIVES
A-12 BUILDING SECTIONS
A-13 WALL SECTIONS
A-14 INTERIOR ELEVATIONS - PATIENT
REGISTRATION
A-15 INTERIOR ELEVATIONS - LABORATORY
A-16 INTERIOR ELEVATIONS - PRIMARY CARE
A-17 INTERIOR ELEVATIONS - PHARMACY
A-18 IT, RADIOLOGY, RENOVATION
A-19 INTERIOR DETAILS
A-20 DOOR AND OPENING SCHEDULES
I-1 INTERIOR FINISH SCHEDULE AND DETAILS
I-2 SIGNAGE & WAYFINDING
DA-1 ARCHITECTURAL - DEMOLITION PLAN
A-1 ARCHITECTURAL - FLOOR PLAN
A-2 DIMENSIONED PLAN & WALL PROTECTION
A-3 SECOND FLOOR PLAN / ARCHITECTURAL
ROOF
A-4 ARCHITECTURAL - REFLECTED CEILING
PLAN
A-5 PARTITION TYPES & RCP DETAILS
S-1 GENERAL STRUCTURAL NOTES
S-2 GENERAL STRUCTURAL DETAILS
S-3 FOUNDATION PLAN
S-4 FRAMING PLAN
S-5 ELEVATIONS
S-6 FOUNDATION SECTIONS
S-7 ROOF FRAMING SECTIONS
DC-1 SITE TOPOGRAPHY & DEMOLITION PLAN
C-1 CIVIL GENERAL NOTES
C-2 TOPOGRAPHIC SURVEY
C-3 SITE DEVELOPMENT PLAN
C-4 SITE GRADING AND DRAINAGE PLAN
C-5 SITE UTILITIES PLAN
C-6 DRAINAGE PLAN
C-7 CIVIL DETAILS
C-8 CIVIL DETAILS
C-9 CIVIL DETAILS
G-1 COVER SHEET
G-2 SYMBOLS / LEGENDS / ABBREVATIONS
G-3 CODE COMPLIANCE/ REVIEW
DRAWING INDEX
CIVIL
STRUCTURAL ARCHITECTURAL PLUMBING ELECTRICAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
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DSP-1 SPECIAL SYSTEMS DEMO PLAN
Jan Snapshot
Jan Architect
Jan Architect
Jan Line
Jan Line
Jan Line
Jan Line
Jan Line
154 SF/ 150 SF
MANAGER
OFFICE
1 OCC
1150 90 SF/ 150 SF
ANTE
1 OCC
104 SF/ 100 SF
EXAM #1
1 OCC
122 SF/ 150 SF
OFFICE
1 OCC
152 SF/ 150 SF
OPEN
OFFICE
1 OCC
104 SF/ 150 SF
OFFICE
1 OCC
105 SF/ 150 SF
WORK
ROOM
1 OCC
697 SF/ 150 SF
LAB
5 OCC
56 SF/ 150 SF
IV PREP
0 OCC
100 SF/ 150 SF
CONSULT
1 OCC
96 SF/ 150 SF
CONSULT
1 OCC
655 SF/ 150 SF
PHARMACY
DISPENSING
5 OCC
162 SF/ 100 SF
BLOOD
DRAW
2 OCC
121 SF/ 100 SF
MEDS
1 OCC
106 SF/ 100 SF
EXAM #11
1 OCC
106 SF/ 100 SF
EXAM #10
1 OCC
106 SF/ 100 SF
EXAM #9
1 OCC
106 SF/ 100 SF
EXAM #8
1 OCC
159 SF/ 100 SF
EXAM #7
2 OCC
58 SF/ 100 SF
PAT TOIL
0 OCC
79 SF/ 300 SF
STORAGE
0 OCC
74 SF
RECEIVING/
BREAKDOWN
EXISTING
CORRIDOR
EXISTING
CORRIDOR
106 SF/ 100 SF
EXAM #6
1 OCC
106 SF/ 100 SF
EXAM #5
1 OCC
103 SF/ 100 SF
EXAM #4
1 OCC
103 SF/ 100 SF
ISO EXAM #3
1 OCC
82 SF/ 100 SF
CLEAN
STORAGE
0 OCC
1137 77 SF/ 100 SF
SOILED
0 OCC
50 SF
SCALE ALCOVE
330 SF/ 150 SF
NURSE
STATION
6 OCC
69 SF/ 100 SF
TRIAGE
1 OCC
75 SF/ 100 SF
TRIAGE
1 OCC
50 SF/ 150 SF
PUBLIC
TOILET
0 OCC
45 SF/ 300 SF
HKPG
0 OCC
43 SF
STAFF TOIL
949 SF
CORRIDOR
59 SF
PAT TOILET
122 SF/ 300 SF
STORAGE
0 OCC
131 SF/ 150 SF
PATIENT
BENEFITS
1 OCC
100 SF/ 100 SF
EXAM #2
1 OCC
25 SF/
EQUIPMENT
ALCOVE
0 OCC
325 SF/ 150 SF
PATIENT
REGISTRATION
2 OCC
372 SF/ 150 SF
TEAM
WORKROOM
4 OCC
215 SF/ 300 SF
IT/SERVER
1 OCC
253 SF/ 150 SF
IT
OFFICE/WORK
1 OCC
1181 201 SF/ 150 SF
EXISTING X
RAY
1 OCC
110 SF/ 150 SF
OPEN WORK
AREA
1 OCC
65 SF/ 150 SF
EXISTING
VESTIBULE
1 OCC
119 SF/ 300 SF
EQUIP
STORAGE
0 OCC
91 SF/ 300 SF
STORAGE
0 OCC
38 SF
PHARM
172 SF/ 20 SF
TRAINING
ROOM
9 OCC
3'- 0"
191'-0"
34.5"
46'-6"
211 SF/ 150 SF
DROP OFF
1 OCC
75 SF/ 150 SF
PAT TOILET
0 OCC
66 SF/ 15 SF
WAITING
4 OCC
10 ACTUAL
95'-0
34.5"
1111111
91 SF
VESTIBULE
488 SF
LOBBY
146 SF/ 15 SF
GREETER &
WAITING
9 OCC
1101A
3 1
243 SF/ 15 SF
PC WAITING
16 OCC
32 SF/ 150 SF
CONTROL
0 OCC
126 SF/ 100 SF
ULTRASOUND
1 OCC
PAT TOIL
GENERAL SHEET NOTES
A. EXIT SIGNS WITH BATTERY BACK-UP ARE INDICATED ON ELECTRICAL
SHEETS.
B. EMERGENCY LIGHTING IS INDICATED ON ELECTRICAL SHEETS.
C. SHOP DRAWINGS FOR FIRE PROTECTION SYSTEM SHALL BE SUBMITTED TO
FIRE MARSHAL'S OFFICE FOR REVIEW PRIOR TO INSTALLATION.
D. SHOP DRAWINGS FOR FIRE ALARM SYSTEM SHALL BE SUBMITTED TO FIRE
MARSHAL'S OFFICE FOR REVIEW PRIOR TO INSTALLATION.
E. SEE SHEET GI-102 FOR TYPICAL ACCESSIBLE MOUNTING HEIGHTS.
F. LOCATIONS OF EXIT SIGNAGE AND EMERGENCY LIGHTING IS SUBJECT TO
REVIEW BY FIRE MARSHAL AND CODE OFFICIAL PRIOR TO INSTALLATION.
G. SHOP DRAWINGS FOR FIRE PROTECTION AND ALARM SYSTEMS SHALL
INCLUDE: MANUAL ACTIVATION DEVICE LOCATIONS FOR HOODS INDICATED
AT A MINIMUM OF 10' AND A MAXIMUM OF 20' FROM EACH SYSTEM, DUCT
SMOKE DETECTION, SPRINKLER PROTECTION REQUIRED IN FREEZER AND
COOLER.
SHEET LEGEND
FIRE EXTINGUISHER CABINET
ROOM NAME
ROOM NUMBER
AREA OF ROOM/SF PER OCCUPANT (IBC)
OCCUPANT LOAD OF ROOM
XX DIRECTION OF EXIT
NUMBER OF OCCUPANTS EXITING
FEC
150 SF/ 50 SF
Name
3 OCC
FIRE EXTINGUISHER BRACKETFEB
CODE SUMMARY
A. APPLICABLE CODES:
2021 INTERNATIONAL BUILDING CODE (IBC)
2018 INTERNATIONAL PLUMBING CODE (IPC)
2018 INTERNATIONAL MECHANICAL CODE (IMC)
2018 INTERNATIONAL FIRE CODE (IFC)
2020 NATIONAL ELECTRICAL CODE (NEC)
2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
ICC/ANSI A117.1 - 2003, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
2021 NFPA 101 LIFE SAFETY CODE
B. OCCUPANCY CLASSIFICATION/SEPARATION:
OCCUPANCY GROUP : B (Business)
REQUIRED OCCUPANCY SEPARATIONS (SECTION 508.2.4): NONE
(NOTE: ACCESSORY OCCUPANCY SHALL NOT OCCUPY
MORE THAN 10 PERCENT OF THE BUILDING AREA PER
SECTION 508.2.1)
INCIDENTAL ACCESSORY OCCUPANCIES (508.2.5): NONE
C. TYPE OF CONSTRUCTION (SECTION 602)
CONSTRUCTION CLASSIFICATION (SECTION 602.2): TYPE 2B, FULLY
SPRINKLED
FIRE RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601)
PRIMARY STRUCTURAL FRAME: 0HRS
BEARING AND NONBEARING WALLS: 0HRS
FLOOR AND ROOF CONSTRUCTION: 0HRS
FIRE-RESISTANCE RATING OF EXTERIOR WALLS BASED ON
FIRE SEPARATION DISTANCE (TABLE 602)
NORTH - SEPARATION DISTANCE >30 = 0HRS
SOUTH - SEPARATION DISTANCE >30 = 0HRS
EAST - SEPARATION DISTANCE >30 = 0HRS
WEST- SEPARATION DISTANCE >30 = 0HRS
D. ALLOWABLE HEIGHTS AND AREA (SECTION 503 & 504)
BASE ALLOWABLE HEIGHT (TABLE 504.3): 75 FT.
TOTAL ALLOWABLE HEIGHT: 75 FT.
ALLOWABLE STORIES (TABLE 504.4) SPRINKLER SYSTEM
TOTAL ALLOWABLE STORIES: 4
ACTUAL MAXIMUM HEIGHT: 26 FT.
BUILDING AREA (SECTION 506)
BASE ALLOWABLE FLOOR AREA FACTOR IN SF (TABLE 506.2): 69,000 SF
ACTUAL BUILDING AREA: 11,982 SF
ALLOWABLE AREA (SECTION 506.2):
BASED ON FRONTAGE INCREASE
Aa=[At + (NS X If)] X Sa Aa=[69,000 + (23,000 X .42)] X 4 Aa=[69,000 + 9,660] X 4 Aa= 78,660 X 4 Aa = 314,000 SF
ALLOWABLE AREA = 314,000 SF
ACTUAL BUILDING AREA = 11,982 SF < 314,000 SF
F. MEANS OF EGRESS (SECTION 1004, 1006, 1016, 1017, & 1020)
OCCUPANT LOAD (TABLE 1004.5)
CALCULATED FOR MAXIMUM OCCUPANT LOAD
TOTAL OCCUPANT LOAD: 95
EGRESS REQUIREMENTS:
1. MINIMUM NUMBER OF EXITS FOR A TOTAL OCCUPANT LOAD OF LESS THAN
500 IS 2 EXITS PER TABLE 1006.3.1, 3 TOTAL EXITS PROVIDED.
2. TOTAL ALLOWABLE EXIT ACCESS LENGTH W/ SPRINKLER SYSTEM: PER TABLE
1017.2 IS 300 FT.
3. MAXIMUM OCCUPANT LOAD FOR SPACE WITH ONE EXIT IS 49 OCCUPANTS
PER TABLE 1016.3.4(2).
G. PLUMBING FIXTURE REQUIREMENTS ( SECTION 2902, TABLE 2902.1)
OCCUPANT LOADS: TOTAL
BUSINESS: 93
WC LAV DF SS
TOTAL: 4 3 1 1
PLUMBING FIXTURES REQUIRED: 4 3 1 1
PLUMBING FIXTURES PROVIDED: 6 6 1 1
XX IBC OCCUPANT LOAD/DIRECTION OF EGRESS
XX
XX
XX
TRAVEL DISTANCE
ACTUAL OCCUPANT LOAD FOR DOOR
WIDTH OF DOOR (IN INCHES)
SMOKE PARTITION
1 HOUR SEPARATION
E. HANDICAP PARKING ( SECTION 1106, TABLE 1106.2 )
NUMBER OF PARKING SPACES = 42
HANDICAP SPACES REQUIRED = 2 (26 - 50 SPACES)
OF 6 HANDICAP SPACES, 1 IS DESIGNED TO BE VAN ACCESSIBLE, PER SECTION
1106.6
2 HOUR SEPARATION
127 SF
ELEC
127 SF
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1/8" = 1'-0"D1 MECH/ELEC ROOM CODE PLAN
0' 8'4' 16'
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3 JANUARY 30, 2023 AMENDMENT 3
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S h e e t s C i v i l D
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0' 10' 20' 40' 60'
Scale: 1"=20'
GRAPHIC SCALE
KEYED NOTES:
1. DEMO EXISTING ASPHALT
2. REMOVE EXISTING CURB & GUTTER
3. REMOVE EXISTING CONCRETE SIDEWALK
4. REMOVE EXISTING AWNING AND COLUMNS AS
SHOWN
5. EXISTING 3 COLUMNS AND SECOND FLOOR ABOVE
TO REMAIN AND TO BE PROTECTED DURING
DEMOLITION
6. REMOVE EXISTING FLAGPOLE, CONCRETE PAD &
BASE. DISASSEMBLE EXISTING STONE WORK &
MATCH CONSTRUCTION TECHNIQUE FOR NEW
WALLS IN KIND AT NEW FLAGPOLE LOCATION WEST
OF PEDESTRIAN ENTRANCE.
7. REMOVE EXISTING RETAINING WALL
8. EXISTING RETAINING WALL TO REMAIN AND TO BE
PROTECTED DURING DEMOLITION
9. REMOVE EXISTING GRASS AND SOIL TO 3" DEEP
10. REMOVE EXISTING CONCRETE WALL AT PARKING
ENTRANCE & EXIT - TO DRAINAGE OPENING
4 3
LEGEND
ITEM TO BE REMOVED
REMOVE EXISTING GRASS & SOIL
EXISTING WATER MAIN
TO REMAIN AND PROTECTED
DURING CONSTRUCTION
EXISTING WATER VALVE
TO REMAIN AND PROTECTED
DURING CONSTRUCTION
EXISTING WATER MAIN
TO REMAIN AND PROTECTED
DURING CONSTRUCTION
EXISTING GAS LINE
TO REMAIN AND PROTECTED
DURING CONSTRUCTION
EXISTING SEWER SERVICE
TO REMAIN AND PROTECTED
DURING CONSTRUCTION
Site Topography & Demolition Plan
SCALE: 1" = 20'
SLOPED PORTION OF
EXISTING WALL TO BE REMOVED
CONTROL POINT TABLE
POINT #
NORTHING
785712.40'
785586.78'
785731.84'
785545.42'
785756.19'
785510.51'
786210.75'
EASTING
1786629.06'
1786743.97'
1786593.31'
1786436.38'
1786617.23'
1786446.97'
1786653.40'
ELEVATION
6678.05'
6663.76'
6679.03'
6661.04'
6683.86'
6659.50'
6738.88'
DESCRIPTION
FND 1/2" REBAR W/CAP LS#BIA
60d NAIL
60d NAIL
60d NAIL
FND 1/2" REBAR W/CAP LS#LS#NONE
FND 1/2" REBAR W/CAP LS#BIA
FND 1/2" REBAR W/ CAP LS#18077
BASIS OF BEARINGS
OPUS STATIC SOLUTION ON POINT #5000.
COORDINATES GIVEN ARE MODIFIED STATE PLANE COORDINATES (NEW MEXICO CENTRAL ZONE)
POINT #5000 WAS USED TO SCALE ALL POINTS FROM GRID TO GROUND
AT A PROJECT HEIGHT OF 6600 FEET.
ORIGIN POINT LATITUDE:N33°09'37.33528"
ORIGIN POINT LONGITUDE:W105°46'19.67675"
ORIGIN POINT ORTHOMETRIC HEIGHT: 6738.88'
GRID TO GROUND SCALE FACTOR: 1.00039062853535
SECOND FLOOR ABOVE
TO REMAIN
REV-1 SEAL
FL
AG
PO
LE
G
RA
DI
NG
1/3
0/2
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text 6679.6'
AutoCAD SHX Text
PARKING STRIPE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
LOADING
AutoCAD SHX Text
DOCK
AutoCAD SHX Text
WALL
AutoCAD SHX Text 6669.0'
AutoCAD SHX Text
HOSPITAL SIGN
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONC. STEPS
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
8" WALL
AutoCAD SHX Text
CONC. STEPS
AutoCAD SHX Text
NO CURB
AutoCAD SHX Text
NO CURB
AutoCAD SHX Text
NO CURB
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
"URGENT CARE" SIGN
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
PEDESTRIAN STRIPING
AutoCAD SHX Text
COVERED AREA - AWNING
AutoCAD SHX Text
COVERED AREA - AWNING
AutoCAD SHX Text
COVERED AREA - AWNING
AutoCAD SHX Text
TABLE
AutoCAD SHX Text
TABLE
AutoCAD SHX Text
TABLE
AutoCAD SHX Text
PIER
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
LANDING
AutoCAD SHX Text
PAY PHONE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CURB CUT
AutoCAD SHX Text
FLUSH CURB
AutoCAD SHX Text
CURB CUT
AutoCAD SHX Text
PIER
AutoCAD SHX Text
PIER
AutoCAD SHX Text
PIER
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
WATER
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
BOX
AutoCAD SHX Text
CONC. STRIP
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
SW
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
STEP
AutoCAD SHX Text
STEP
AutoCAD SHX Text
CONC. BOLLARDS (TYP)
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
CHAINLINK FENCE(ON WALL)
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
PAD
AutoCAD SHX Text
AC
AutoCAD SHX Text
PAD
AutoCAD SHX Text
ET
AutoCAD SHX Text
PAD
AutoCAD SHX Text
DIESEL
AutoCAD SHX Text
TANK
AutoCAD SHX Text
PROPANE
AutoCAD SHX Text
TANK
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
AREA
AutoCAD SHX Text
CONC. SW
AutoCAD SHX Text
CONC. SW
AutoCAD SHX Text
TABLE
AutoCAD SHX Text
AC
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
DIRT AREA
AutoCAD SHX Text
DIRT AREA
AutoCAD SHX Text
DECK
AutoCAD SHX Text
18" CONC. GUTTER
AutoCAD SHX Text
HANDRAILS
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAILS
AutoCAD SHX Text
EXIST. CHAINLINK FENCE ON WALL
AutoCAD SHX Text
OPENING IN WALL FOR DRAINAGE
AutoCAD SHX Text
OPENING IN WALL FOR DRAINAGE
AutoCAD SHX Text
FLAMMABLE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
METAL GRATE
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
18" CONC. GUTTER
AutoCAD SHX Text
STANDARD CURB & GUTTER
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
GATE
AutoCAD SHX Text
18" CONC. GUTTER
AutoCAD SHX Text
18" CONC. GUTTER
AutoCAD SHX Text
STANDARD CURB & GUTTER
AutoCAD SHX Text
BIO
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
4" WALL
AutoCAD SHX Text
COVERED DOCK
AutoCAD SHX Text
CONC. RAMP
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONTROL PN:5000 1/2" REBAR W/ CAP LS#18077 (POINT OF ORIGIN)
AutoCAD SHX Text
N 07°09'06" E 482.66' CONTROL POINT TIE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
4" WALL
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
STEP
AutoCAD SHX Text
STEP
AutoCAD SHX Text 6669.0'
AutoCAD SHX Text
DOCK
AutoCAD SHX Text
LOADING
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
EXIST. RETAINING WALL
AI
N
HE
ALTH
SE
R V I C E
P H S
1 9
1 2 3 4 5 6
1 2 3 4 5 6
A
M A
R K
DA
TE
DE
SC
RI
PT
IO
N
B
C
D
SHEET of 10
PROJECT NUMBER
C
E
A
B
C
DC
E
AR
CH
IT
EC
TU
RA
L
AP
PR
OV
ED
ME
CH
AN
IC
AL
EL
EC
TR
IC
AL
PL
UM
BI
NG
C o n s u l t a n t
STAMP
I n d i h o o l
R o b u q u e r q u e
N x i
D E
P A
R T
M E
H
E A
L T
H
A
M
R
V I C
E S
I N
D I A
N
H
E A
L T
H
S
E R
V I C
E
O F
F I C
E
O
F
E
N V
I R
O N
M E
N T
A
L T
H
A
G
I N
E E
R I N
G
A L
B U
Q U
E R
Q U
E
A
R E
A
O
F F
I C
E
AS SHOWN ON PLAN
DRWN BY
CHKD BY
SCALE
DATE
M E
S C
A L E
R
V I C
E
U
N I T
A
B A
L O
S
C A
L E
R O
O
T E
U
N T
Y
R E
N O
V A
T I O
D
I T
I O
N
117043
I N
D I A
N
S
C H
O O
L
R
D
N
E
S
T E
A
L B
U Q
U E
R Q
U E
N
M
P
H
X
KD
LS
IS
SU
ED
F
OR
C
ON
ST
RU
CT
IO
N
JU
LY
, 2
C-3
S i t e
D e v e l o p m e n t
P l a n
P
M e s c a l e s p i t a l
C
A D
W G
S h e e t s C i v i l C d
P
M
GRAPHIC SCALE
Scale: 1"=10'
30'20'10'5'0'
SITE KEYED NOTES:
1. CONSTRUCT CONCRETE SIDEWALK PER DETAIL 1, SHEET
C-7.
2. CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL 5,
SHEET C-7.
3. CONSTRUCT RETAINING WALL PER STRUCTURAL.
4. CONSTRUCT HANDICAP RAMP STRUCTURE, FOR SPOT
ELEVATIONS SEE DETAIL 6, SHEET C-7.
5. CONSTRUCT STAIR STRUCTURE WITH RAILING PER
DETAIL 6, SHEET C-7 AND DETAIL 2 & 3, SHEET C-8
6. CONSTRUCT ACCESS RAMP PER DETAIL 7, SHEET C-8.
7. SAWCUT, REMOVE & REPLACE EXISTING ASPHALT PER
PAVEMENT DETAILS 3 AND 4, SHEET C-7.
8. PROVIDE HANDICAP STRIPING PER DETAILS 7, 8, AND 9,
SHEET C-7.
9. RE-STRIPE 60° PARKING SPACES WITH 4"
REFLECTORIZED PAINT AS SHOWN ON PLAN
10. CONSTRUCT NEW CURB WITH PAVEMENT PATCH PER
DETAIL 2, SHEET C-7.
11. NEW FLAGPOLE LOCATION; INSTALL 44' EXPOSED
HEIGHT ALUMINUM FLAGPOLE SPECIFICATION & SECTION
10 75 16 GROUND SET FLAGPOLES. INSTALL
FOUNDATION PER DETAIL C-5, SHEET S-6. INSTALL
STONE WALL TO MATCH DEMOLISHED WALL EAST OF
PEDESTRIAN ENTRANCE.
12. CONSTRUCT SIDEWALK CULVERT PER DETAIL 4, SHEET
C-8. COORDINATE PLACEMENT WITH ROOF DRAIN
LOCATION
13. CONSTRUCT RIP-RAP SWALE PER DETAIL 5, SHEET C-8.
COORDINATE PLACEMENT WITH ROOF DRAIN LOCATION
14. PROVIDE 30"x12" CONCRETE SPLASH BLOCK.
COORDINATE PLACEMENT WITH ROOF DRAIN LOCATION
LEGEND
CURB
CONCRETE
ASPHALT
HOSPITAL
ADDITION
FF=6669.12
MECH.
ROOM
FF=6680.14
5'
TYP.
TYP.
NOTE:
SAW-CUT EXISTING
ASPHALT & REPLACE
WHERE NEW UTILITIES ARE
INSTALLED. SEE SHEET C-4
FOR UTILITIES.
Site Development Plan
SCALE: 1" = 10'
74.88'
NOTE:
SAW-CUT EXISTING
ASPHALT & REPLACE
WHERE NEW UTILITIES ARE
INSTALLED. SEE SHEET C-4
FOR UTILITIES.
4'
4'
CANOPY ABOVE
SECOND FLOOR
ABOVE TO REMAIN
END RETAINING WALL
@ CONC. RUNDOWN
8'
TYP.
M A
T C
H
E
X I S
T I N
G
REV-1 SEAL
FL
AG
PO
LE
G
RA
DI
NG
1/3
0/2
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text 6679.6'
AutoCAD SHX Text
PARKING STRIPE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
WALL
AutoCAD SHX Text
HOSPITAL SIGN
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONC. STEPS
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
8" WALL
AutoCAD SHX Text
CONC. STEPS
AutoCAD SHX Text
NO CURB
AutoCAD SHX Text
NO CURB
AutoCAD SHX Text
NO CURB
AutoCAD SHX Text
GATE
AutoCAD SHX Text
"URGENT CARE" SIGN
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
LANDING
AutoCAD SHX Text
PAY PHONE
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CURB CUT
AutoCAD SHX Text
FLUSH CURB
AutoCAD SHX Text
CURB CUT
AutoCAD SHX Text
PIER
AutoCAD SHX Text
PIER
AutoCAD SHX Text
PIER
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
WATER
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
BOX
AutoCAD SHX Text
CONC. BOLLARDS (TYP)
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
PAD
AutoCAD SHX Text
AC
AutoCAD SHX Text
PAD
AutoCAD SHX Text
ET
AutoCAD SHX Text
PAD
AutoCAD SHX Text
DIESEL
AutoCAD SHX Text
TANK
AutoCAD SHX Text
PROPANE
AutoCAD SHX Text
TANK
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
AREA
AutoCAD SHX Text
CONC. SW
AutoCAD SHX Text
CONC. SW
AutoCAD SHX Text
TABLE
AutoCAD SHX Text
AC
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
DIRT AREA
AutoCAD SHX Text
DIRT AREA
AutoCAD SHX Text
DECK
AutoCAD SHX Text
18" CONC. GUTTER
AutoCAD SHX Text
HANDRAILS
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAILS
AutoCAD SHX Text
EXIST. CHAINLINK FENCE ON WALL
AutoCAD SHX Text
OPENING IN WALL FOR DRAINAGE
AutoCAD SHX Text
FLAMMABLE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
18" CONC. GUTTER
AutoCAD SHX Text
STANDARD CURB & GUTTER
AutoCAD SHX Text
GATE
AutoCAD SHX Text
18" CONC. GUTTER
AutoCAD SHX Text
STANDARD CURB & GUTTER
AutoCAD SHX Text
BIO
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
4" WALL
AutoCAD SHX Text
COVERED DOCK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
4" WALL
AutoCAD SHX Text
STEP
AutoCAD SHX Text
STEP
AutoCAD SHX Text 6669.0'
AutoCAD SHX Text
DOCK
AutoCAD SHX Text
LOADING
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
6869 70
G x
G x
G x
G x
G x
G x
Gx Gx Gx Gx Gx Gx Gx Gx Gx
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
U
G
P x
POINT TABLE
POINT #
ELEVATION
6669.12
6669.12
6669.12
6669.12
6669.12
6669.12
6669.12
6670.19
6669.02
6669.02
6667.16
6663.96
6668.79
6668.71
6665.57
6663.54
6662.61
6662.81
6663.39
6664.87
6664.01
6663.21
6663.08
6665.17
6665.91
6666.10
6666.10
6665.90
6664.65
6664.58
6664.13
6666.56
6666.19
6666.18
6666.55
6666.49
6666.50
6665.73
6665.73
NORTHING
785581.10
785582.34
785577.14
785580.02
785575.05
785583.55
785662.15
785662.65
785652.26
785647.50
785622.73
785582.57
785583.46
785581.48
785577.10
785576.68
785571.54
785572.38
785582.70
785600.06
785581.58
785576.11
785575.68
785563.19
785561.08
785560.06
785558.84
785557.81
785555.91
785525.72
785533.08
785565.12
785564.52
785563.37
785562.78
785558.85
785561.23
785538.11
785541.35
EASTING
1786566.66
1786579.14
1786585.49
1786614.36
1786614.86
1786700.07
1786692.22
1786697.20
1786698.24
1786698.71
1786701.18
1786705.19
1786699.07
1786699.27
1786695.69
1786691.46
1786689.80
1786698.07
1786706.46
1786704.68
1786700.27
1786695.79
1786691.49
1786612.24
1786591.55
1786581.21
1786568.77
1786558.43
1786537.72
1786559.33
1786633.85
1786586.72
1786580.75
1786568.32
1786562.35
1786562.74
1786587.10
1786572.59
1786605.73
DESCRIPTION
BLDG COR
BLDG COR
BLDG COR
BLDG COR
BLDG COR
BLDG COR
BLDG COR
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
TOP WALL
TOP WALL
TOP WALL
TOP WALL
TOP BACK CURB
TOP BACK CURB
TOP BACK CURB
TOP BACK CURB
SIDEWALK
SIDEWALK
SIDEWALK
FL CURB
FL CURB
FL CURB
FL CURB
FL CURB
FL CURB
ASPHALT-SAWCUT
ASPHALT-SAWCUT
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
TOP BACK CURB
TOP BACK CURB
HC PARKING
HC PARKING
POINT TABLE
POINT #
ELEVATION
6666.20
6666.23
6667.64
6667.60
6667.66
6667.75
6667.71
6667.66
6669.12
6669.12
6669.12
6669.12
6679.64
6671.01
6680.14
6680.14
6680.14
6680.14
6679.56
6679.56
6679.07
6679.07
6668.46
6665.16
6665.05
6668.73
6668.48
6664.96
6665.03
6664.24
6663.55
6667.33
6666.12
6665.99
6665.85
6665.80
6665.80
6665.85
6665.85
NORTHING
785565.86
785569.83
785571.57
785567.55
785568.25
785577.20
785576.51
785572.57
785570.83
785574.81
785568.64
785570.23
785663.71
785668.51
785662.76
785661.01
785678.05
785679.80
785683.78
785682.50
785687.84
785687.43
785579.56
785567.85
785563.41
785625.40
785626.07
785529.40
785499.83
785496.09
785503.55
785567.92
785559.45
785549.59
785539.73
785540.34
785539.12
785548.98
785550.20
EASTING
1786580.61
1786580.20
1786597.61
1786598.03
1786605.16
1786604.24
1786597.10
1786597.51
1786580.10
1786579.69
1786567.80
1786574.11
1786645.37
1786692.90
1786645.38
1786627.80
1786626.10
1786643.68
1786643.28
1786630.44
1786629.83
1786625.85
1786613.07
1786614.23
1786614.68
1786695.89
1786702.65
1786596.59
1786599.40
1786562.24
1786636.88
1786534.11
1786574.99
1786582.07
1786589.16
1786595.38
1786582.94
1786575.86
1786588.29
DESCRIPTION
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
STAIRS
CORNER STAIR-LANDING
FL SWALE
FL SWALE
BLDG COR
BLDG COR
BLDG COR
BLDG COR
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
FL RUNDOWN
FL SW CULVERT
FL SW CULVERT
FL SW CULVERT
FL SW CULVERT
TOP OF ASPHALT
TOP OF ASPHALT
TOP OF ASPHALT
TOP OF ASPHALT
CL FLAG POLE
HC PARKING
HC PARKING
HC PARKING
HC PARKING
HC PARKING
HC PARKING
HC PARKING
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F F
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AS SHOWN ON PLAN
DRWN BY
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SCALE
DATE
M E
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117043
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C-4
S i t e
G r a d i n g a n d
D r a i n a g e
P l a n
P
M e s c a l e s p i t a l
C
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W G
S h e e t s C i v i l C d
P
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GRAPHIC SCALE
Scale: 1"=10'
30'20'10'5'0'
GENERAL NOTES:
A. CONTRACTOR SHALL FIELD VERIFY SITE FOR EXISTING
CONDITIONS (SPOILS, BORROW AREAS, ETC.) PRIOR TO
BIDDING EARTHWORK QUANTITIES.
B. FILL SHALL BE COMPACTED TO 95% MAX. DENSITY PER
STD. PROCTOR.
SITE KEYED NOTES:
1. EXISTING RETAINING WALL TO REMAIN AND TO BE
PROTECTED DURING CONSTRUCTION
2. SIDEWALK CULVERT - SEE DETAIL 4, SHEET C-8
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
HOSPITAL
ADDITION
FF=6669.12
MECH.
ROOM
FF=6680.14
Site Grading and Drainage Plan
SCALE: 1" = 10'
CUT FILL
13 CU. YD. 412 CU. YD.
NEW CONCRETE WALL ADJACENT
TO EXISTING RETAINING WALL -
SEE STRUCTURAL DRAWINGS
BUILDING STEM WALL TO RETAIN.
SEE STRUCTURAL DRAWINGS
CANOPY ABOVE
REV-1 SEAL
FL
AG
PO
LE
G
RA
DI
NG
1/3
0/2
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text 6679.6'
AutoCAD SHX Text
PARKING STRIPE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
WALL
AutoCAD SHX Text
HOSPITAL SIGN
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONC. STEPS
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
8" WALL
AutoCAD SHX Text
CONC. STEPS
AutoCAD SHX Text
NO CURB
AutoCAD SHX Text
NO CURB
AutoCAD SHX Text
NO CURB
AutoCAD SHX Text
GATE
AutoCAD SHX Text
"URGENT CARE" SIGN
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
LANDING
AutoCAD SHX Text
PAY PHONE
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CURB CUT
AutoCAD SHX Text
FLUSH CURB
AutoCAD SHX Text
CURB CUT
AutoCAD SHX Text
PIER
AutoCAD SHX Text
PIER
AutoCAD SHX Text
PIER
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
WATER
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
BOX
AutoCAD SHX Text
CONC. BOLLARDS (TYP)
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
PAD
AutoCAD SHX Text
AC
AutoCAD SHX Text
PAD
AutoCAD SHX Text
ET
AutoCAD SHX Text
PAD
AutoCAD SHX Text
DIESEL
AutoCAD SHX Text
TANK
AutoCAD SHX Text
PROPANE
AutoCAD SHX Text
TANK
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
AREA
AutoCAD SHX Text
CONC. SW
AutoCAD SHX Text
CONC. SW
AutoCAD SHX Text
TABLE
AutoCAD SHX Text
AC
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
GRASS AREA
AutoCAD SHX Text
DIRT AREA
AutoCAD SHX Text
DIRT AREA
AutoCAD SHX Text
DECK
AutoCAD SHX Text
18" CONC. GUTTER
AutoCAD SHX Text
HANDRAILS
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAILS
AutoCAD SHX Text
EXIST. CHAINLINK FENCE ON WALL
AutoCAD SHX Text
OPENING IN WALL FOR DRAINAGE
AutoCAD SHX Text
FLAMMABLE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
18" CONC. GUTTER
AutoCAD SHX Text
STANDARD CURB & GUTTER
AutoCAD SHX Text
GATE
AutoCAD SHX Text
18" CONC. GUTTER
AutoCAD SHX Text
STANDARD CURB & GUTTER
AutoCAD SHX Text
BIO
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
4" WALL
AutoCAD SHX Text
COVERED DOCK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
CONC. SIDEWALK
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
4" WALL
AutoCAD SHX Text
STEP
AutoCAD SHX Text
STEP
AutoCAD SHX Text 6669.0'
AutoCAD SHX Text
DOCK
AutoCAD SHX Text
LOADING
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
TOP LANDING
6669.12
6669.12
6668.63
6667.66
6667.17
6666.69
BOTTOM LANDING
6666.20
6666.20
6666.20
6666.23
6666.20
6667.64
6667.66
6667.66
6667.75
6667.71
6667.60
6669.12
6669.12
6669.126669.12
6666.20
G 6666.10
G 6666.10
6666.49
TC 6666.50
6668.15
TOP LANDING
6669.12
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S h e e t s C i v i l C d
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SIDEWALK SECTION
1/2"
EXPANSION JOINT CONTRACTION JOINT
1/4"
PROVIDE EXPANSION
JOINTS EVERY 25' ON
CENTER.
PREMOLDED EXP. JOINT
FILLER
AS SHOWN ON PLANS
PROVIDE CONTRACTION
JOINTS EVERY 5' ON
CENTER BOTH WAYS.
3,000 PSI MINIMUM
CONCRETE PAVING WITH
ROUGH BROOM FINISH
R=1/8"
* PROVIDE
" EXPANSION
JOINT WHEN ABUTTING TO
EXISTING CONCRETE
PAVEMENT
M I N
PREPARED SUBGRADE - SCARIFY AND
COMPACT TO 95% DENSITY PER ASTM
D-1557
1.5% CROSS
SLOPE MAX
TYPICAL SECTION
4" AGGREGATE BASE COURSE
TYPICAL CONCRETE SIDEWALK, SLAB & JOINT DETAILS
SCALE: N.T.S.
DIAGONAL CURB RAMP DETAILS
SCALE: N.T.S.
ASPHALT PAVEMENT SECTION
N.T.S
3" HOT MIX
ASPHALT PAVEMENT
6" AGGREGATE BASE COURSE,
CLASS 1, COMPACTED 95%
24"±
REMOVE EXISTING
& REPLACE W/ NEW
SEE ASPHALT PAVEMENT
SECTION THIS SHEET FOR DETAIL
EXISTING PAVEMENT
MATERIAL
TACK COAT
SAWCUT EXISTING
ASPHALT PRIOR TO PAVING
FOR CLEAN EDGE
PAVEMENT MATCH DETAIL
N.T.S
3'-9"
Y
P
4" TYP
WHITE TRAFFIC PAINT
ON ASPHALT / SURFACE
RESERVED PARKING SPACE SYMBOL
SCALE: N.T.S.
TYPICAL STANDARD PARKING AND HANDICAP SPACE
SCALE: N.T.S.
NOTES
RESERVED
PARKING
12"
ROYAL BLUE LETTERS
W/ WHITE REFLECTORIZED
BACKGROUND
2" LETTERS
6" SYMBOL ROYAL BLUE SOLID
AND WHITE SYMBOL
1" LETTERS
1. ALL SIGNS TO BE PLACED AS NOTED ON PLANS
AND IN ACCORDANCE WITH THE LATEST EDITION
OF THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
T
O
A B
O V
E
G
R A
HANDICAP PARKING SIGN
SCALE: N.T.S.
CURB DETAIL
N.T.S
6"
1"
SEE PAVEMENT SECTION
THIS SHEET FOR DETAIL
CONCRETE CURB
COMPACTED SUBGRADE
25.19' 6' 12.48' 6'
25.19'
17.5' 7.17'
17.5' 6.44' 6.01'
MATCH
EXISTING
MATCH
EXISTING
HANDICAP ACCESS RAMP AND STAIR DETAIL
SCALE: N.T.S.
P
A
N
4" PAINTED
REFLECTORIZED
STRIPES
4" PAINTED
REFLECTORIZED
STRIPES
T
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A
N
D
A
R
D
P
A
R
K
I
N
G
S
P
A
C
E
RESERVED PARKING SPACE SYMBOL
PER LATEST EDITION OF THE
MUTCD, SEE DETAIL 8 THIS SHEET.
FACE OF CURB
HANDICAP PARKING
SIGN. SEE DETAIL 9,
THIS SHEET
T
Y
A
N
D
A
R
D
P
A
R
K
I
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G
S
P
A
C
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PROVIDE GUARDRAIL PER
DETAIL 1, SHEET D-02
HOSPITAL
ADDITION
FF=6669.12
CANOPY
STRUCTURE
REV-1 SEAL
FL
AG
PO
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G
RA
DI
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1/3
0/2
WHEELCHAIR RAMP CURB
TAPER PER DTL. 7, SHT. C-8
RAMP
RAMP
RAMP
RAMP
AutoCAD SHX Text
FOR VEHICLES
AutoCAD SHX Text
SHOWING DISABLED
AutoCAD SHX Text
PLATE ONLY
INSIGNIA OR LICENSE
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F F
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AS SHOWN ON PLAN
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DATE
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P
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SIDEWALK CULVERT DETAIL
SCALE: NTS
2'-8"
OUTLET
FASTEN
" CHECKERED PLATE WITH
" COARSE THREAD COUNTER SINK
METAL SCREWS @ 12" O.C.
P E
R
P
L A
N
2'-3"
PLATE
WIDTH
4" 2' 4"
2'-8"
"x1
"x
" ANGLE W/
3" ANCHOR @ 12" O.C.
" CHECKERED PLATE
(GALVANIZED)
EXISTING CONC.
DEPTH VARIES
2% SLOPE MIN.
A
D-02
SECTION 'A'
SECTION 'B'
COMPACTED SUBGRADE
NOTE: ALL EXPOSED METAL
PARTS TO BE GALVANIZED
AFTER FABRICATION
INLET
RIPRAP SWALE
IF SHOWN ON PLAN
RIPRAP SWALE
IF SHOWN ON PLAN
ASPHALT
PAVEMENT
D-02
B
6"
2.
1.
NOTE:
5'-0" TYP. 5'-0" TYP.
VARIES - SEE PLAN
E Q
U A
L E
Q U
A L
GUARD RAIL DETAIL
SCALE: N.T.S.
CONCRETE
6" RADIUS TYPICAL
RAIL FABRICATION MUST RESIST 250# HORIZONTAL FORCE.
1 1/2" O.D. METAL POSTS EQUALLY SPACED, EMBEDDED IN
METAL SLEEVE 5" DEEP, PAINTED.
(COLOR TO BE DETERMINED BY OWNER)
O.C. E.W.
#4 @ 12"
T
Y P
SEE
PLAN
1/4"
1'-0"
7" MAX./4"MIN.
1/2" RADIUS
E Q
E
Q
1" 12"
8" MIN.
(TYP.)
1/4"
(TYP.)
1"
(TYP.)
3"
1/2" EXP. JT.
(2)#4 CONT.
PLAN
SEE
#3 NOSING BAR
1'-0"
TREAD
WIDTH
1'-0"
" Ø HANDRAIL
NEW STAIRS
EXTERIOR CONCRETE STAIR SECTION
SCALE: N.T.S.
STAIR RAILING DETAIL
SCALE: N.T.S.
RIP-RAP SWALE
SCALE: N.T.S.
VARIESVARIES
12" DEEP COBBLE STONE
COMPACTED SUBGRADE
FILTER FABRIC
M
A X
FLAGPOLE DETAIL
SCALE: NTS
WHEELCHAIR RAMP CURB TAPER
SCALE: NTS
(AT THIS OPTION, IF
INSTALLED, ALIGN DOMES
WITH ANGLE AISLE)
REV-1 SEAL
FL
AG
PO
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G
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1/3
0/2
1'-6"
1'-0"
6" 6"
1'-10"
1'-4"
8" 8"
" 4
1'-4"
10"
5" 5"
1 / 2
" 5 "2
1 / 2
3"
11/2"
1 / 2
1 / 2
1 / 2
1 / 2
11/2"
3"
11/2"11/2"
1 / 2
1 / 2
1 / 2
1 / 2
1'-8"
1'-2"
7" 7"
" 4
"2
3"
11/2"
1 / 2
1 / 2
1 / 2
1 / 2
11/2"
3"
11/2"11/2"
11"
5"
21/2" 21/2"
1 / 2
" 5 "2
1 / 2
3"
11/2"
1 / 2
1 / 2
1 / 2
1 / 2
11/2"
3"
11/2"11/2"
1'-3"
9"
41/2" 41/2"
1 / 2
" 5 "2
1 / 2
3"
11/2"
1 / 2
1 / 2
1 / 2
1 / 2
11/2"
3"
11/2"11/2"
1 / 2
1 / 2
1 / 2
1 / 2
3"
11/2"11/2"
3"
11/2"11/2"
3"
11/2"11/2"
3"
11/2"11/2"
1'-0"
6"
3" 3"
3"
11/2"
1 / 2
1 / 2
1 / 2
1 / 2
11/2"
3"
11/2"11/2"
TYPE A TYPE CTYPE B
TYPE 1
ANCHOR BOLT
TYPE D TYPE E TYPE F
TYPE G
SCALE: NTS SCALE: NTSSCALE: NTS
E M
B E
D M
E N
T D
E P
T H
S
E E
S C
H E
D U
L E
F1554 GRADE
36 ANCHOR
BOLT WITH
HEX NUTS,
SEE
SCHEDULE
FOR SIZE
SCALE: NTS
T.O.CONC.
3/16"
TACK
WELD
SCALE: NTS
3/16"
3/16" 3/16"
3/16"
SCALE: NTS
3/16"
SCALE: NTS
3/16"
SCALE: NTS
3/16"
A
REINFORCEMENT
MARK
ANCHOR BOLT SIZE & TYPE
3'-0" x 3'-0" x 1'-0"
SPOT FOOTING SCHEDULE
FOOTING SIZE
(3) #5 E.W. BOTTOM (4) 3/4" DIA. F1554 TYPE 1(EMBED DEPTH = 9")
3'-6" x 3'-6" x 2'-0" #6 @ 8" O.C. E.W. TOP & BOTTOM
4'-6" x 4'-6" x 2'-0"
6'-0" x 6'-0" x 2'-0"
3'-6" x 3'-6" x 1'-0" (4) #5 E.W. BOTTOM
#6 @ 8" O.C. E.W. TOP & BOTTOM
#6 @ 8" O.C. E.W. TOP & BOTTOM
(4) 1" DIA. F1554 TYPE 1(EMBED DEPTH = 12")
(4) 1" DIA. F1554 TYPE 1(EMBED DEPTH = 12")
(4) 1" DIA. F1554 TYPE 1(EMBED DEPTH = 12")
(4) 3/4" DIA. F1554 TYPE 1(EMBED DEPTH = 9")
6 2'-6" x 2'-6" x 1'-0" (3) #5 E.W. BOTTOM (4) 3/4" DIA. F1554 TYPE 1(EMBED DEPTH = 9")
A3
D1
E1
A2A1
B2 B3
B4
B1
A4
C2 C1
B6
2'-0"
MIN.
M
IN
2'-0" MIN. LAP
3/8"
C L R
CONTINUOUS
16GAGE STEEL
RUNNER TRACK
STEEL STUD
FRAME WALL
B - B B
STEEL STUD
FRAME WALL
B
DOUBLE STUD
FRAMED
BEARING.
PROVIDE 1/8"
FILLET WELD
2@12 BETWEEN
STUDS
HEADER BEAM,
SEE SCHEDULE
PROVIDE L3x3x3/16 x 0'-5" LONG
BEARING ANGLE AT HSS HEADERS
3"3/16
TO JOIST
CLIP ANGLE
CLIP ANGLE
PROVIDE JOINT SEALANT
CONTRACTION JOINT
SLAB REINF. REFER TO SECTIONS
TYP.
3/16
TOP CHORD OF
JOIST OR TRUSS
T O
P C
H O
R D
O F
J O
IS
T
METAL CLIP
ANGLE
STEEL STUD
FRAME WALL
TYP.
F R
A M
E A
B O
V E
T O
P C
H O
R D
O F
J O
IS
T
O R
T R
U S
S
SLAB REINF. REFER TO SECTIONS
SCALE: NTS
CONSTRUCTION JOINT
3/16
1/16
HORIZ. BRIDGING DETAIL
SCALE: NTS
CONTINUOUS BRIDGING
CHANNEL @ 4'-0" O.C. MAX
SEE MECHANICAL AND
ARCHITECTURAL DRAWINGS FOR
OPENING SIZES AND LOCATIONS
SCALE: NTS NOTE:
SCALE: NTS
STRUCTURAL FILL
REQUIREMENTS DETAIL
ROOF PENETRATION DETAIL
AT OPENINGS LARGER THAN
1'-6" SQ. OR 1'-6" DIAMETER
NON-LOAD BEARING LIGHT
GAGE HEADER DETAIL
L4x4x1/4
L3x3x1/4
L4x4x1/4
L4x4x1/4x0'-4"
O R
T R
U S
S
1/2" WIDE TOOLED JOINT (MAX DEPTH
=1") CLEAN AND GROUT JOINT PRIOR
TO PROVIDING SLAB FINISH SHOWN
IN THE ARCHITECTURAL DRAWINGS
CONCRETE SLAB
JOINT DETAILS
SCALE: NTS
SCALE: NTSSCALE: NTS
MASONRY WALL
DETAIL AT INTERSECTIONS
2'-6" 2'-6"
BARS
TYP.
@ BOND BEAM
#5 CORNER
LOCATIONS
FILL & REINF.
4 CELLS, TYP.
3 CELLS, TYP.
FILL & REINF.
MASONRY WALL
FILL & REINFORCE
(2) CELLS
MASONRY WALL
CONTINUOUS FORMED
RUBBER CONTROL
JOINT
FILL & REINFORCE (2) CELLS
EACH SIDE OF JOINT
CONTINUOUS ELASTOMERIC
SEALANT WITH BACKER ROD
@ BOTH SIDES OF WALL
MASONRY WALL
DETAIL AT CORNERS
MASONRY WALL
DETAIL AT ENDS OF
WALLS & AT OPENINGS
(3)#5 BARS VERTICAL
CENTERED IN WALL
2'-6" 2'-6"
BARS TYP.
@ BOND BEAM
#5 CORNER
LOCATIONS
(3)#5 BARS VERTICAL
CENTERED IN WALL
(2)#5 BARS VERTICAL
CENTERED IN WALL
(2) #5 BARS EACH SIDE
VERTICAL CENTERED IN WALL
(1)#5 BAR VERTICAL
CENTERED IN WALL
SEE ARCHITECTURAL
DRAWINGS FOR EXACT
LOCATIONS
NOTE:
MASONRY
WALL
MASONRY
WALL
MASONRY WALL
CONTROL JOINT DETAIL
AT 30'-0" O.C. MAXIMUM
SPOT FOOTING SCHEDULE
SCALE: NTS
BASEPLATE AND ANCHOR BOLT DETAILS
SCALE: NTS
L4x4x1/4
SLAB REPAIR DEAIL
NEW CONCRETE SLAB. SEE PLAN FOR
REQUIREMENTS
#4 x12" DOWELS @ 24" O.C. EPOXY 3"
INTO EXISTING SLAB
30# FELT JOINT MATERIAL 30# FELT JOINT MATERIAL
EXISTING CONCRETE
SLAB TO REMAIN
EXISTING CONCRETE
SLAB TO REMAIN
COMPACTED STRUCTURAL FILL
AS DESCRIBED ON THIS SHEET
AND PER THE GEOTECHNICAL
REPORT
PROVIDE 10mil. STEGO WRAP VAPOR
BARRIER OR EQUAL UNDER SLAB (4"
OF CLEAN SAND OVER VAPOR
BARRIER IS ACCEPTABLE AT
CONTRACTORS OPTION)
SCALE: NTS
SCALE: NTS
NOTE: SEE ARCHITECTURAL AND MECHANICAL
DRAWINGS FOR OPENING SIZES, SEELINTEL SCHEDULE
L1
LOCATION
SHEAR REINF. (IF
REQUIRED, SEE
SCHEDULE)
BTM.
REINF.
U-BLOCK
VERT. WALL
REINF.
MASONRY LINTEL DETAIL
SCALE: NTS
D E
P T
H O
F L
IN
T
E L T
O B
E S
O L
ID
G
R O
U T
E D
TOP BARS (IF
REQUIRED SEE
SCHEDULE)
BOTTOM BARS,
SEE SCHEDULE
FRAMING PLANS FOR LOCATION
UP TO 6'-0"
OPENING WIDTH
6'-0" TO 8'-0"
8'-0" TO 30'-0"
(2) 1 5/8" x 8" x 16 Gage Header
HSS4x4x1/4 Fy=46ksi Steel Beam
HSS10x6x3/8 Fy=46ksi Steel Beam
HEADER BEAM
HEADER BEAM SCHEDULE
DEPTH
OF
LINTEL
LINTEL
BEARING
LENGTH
LINTEL
WIDTH
BOTTOM
BARS
TOP
BARS
SHEAR
REINFORCEMENT
SCALE: NTS
(2)#58"16" N/A16" (2)#5
2'-0"
MIN.
M
IN
1 1
I N D
AI
N
HEALTH
S
E R
V I C
E
P H
S
1 2 3 4 5 6
1 2 3 4 5 6
A
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N
B
C
D
SHEET of
PROJECT NUMBER
D
E
A
B
C
DC
E
A R
C H
IT
E
C T
U R
A L
A P
P R
O V
E D
M E
C H
A N
IC
A
L E
L E
C T
R
IC
A L
P L U
M B
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G
C o n s u lt a n t
STAMP
I n d ia n S c h o o l R o a d u q u e rq u e
N e w
M e x
D E
P A
R T
M E
N T
O F
H E
A L
T H
A N
D H
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N
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A L
T H
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G
IN
E E
R
IN
G
A L
B U
Q U
E R
Q U
E A
R E
A O
F F
IC
E
1/4" = 1'-0"
RSP
RMR
DRWN BY
CHKD BY
SCALE
DATE
M E S C A L E R O
S E R V
IC
E U
N
IT
A
B A L O
N E L
O O
P M
E S C A L E R O
O
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U N
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IO
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A D
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HHSI16120003I
HHSI1610926T
3/2/2023 2:56:51 PM
D U s e rs
\R R o d ri g u e z \D o c u m e n ts
\5
.0
IH
S
M E
S C
A L E
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S
T R
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G E
N E
R A
L S
T R
U C
T U
A L
D E
T A
IL
S
A M
E N
D
09/24/21
S-2
/3
/2
UP
EXISTING PHARMACY
EXISTING NURSE
STATION
EXISTING
MED
ROOM
EXISTING IT
NIC
EXISTING
STORAGE
EXISTING
TOILET
EXISTING
CLOSET
EXISTING
EXAM
ROOM
EXISTING
EXAM
ROOM
EXISTING
CLOSET
EXISTING
XRAY
EXISTING
VESTIBULE
EXISTING
CHANGE
AREA
EXISTING
DARKROOM
EXISTING
OFFICE
EXISTING
FILES/STORAGE
EXISTING
LAB
EXISTING LAB
OFFICE 02-4100.A
02-4100.B
02-4100.B
02-4100.C
02-4100.I
02-4100.B
02-4100.B
02-4100.A
02-4100.B
02-4100.J02-4100.A
EXISTING
EXAM ROOM
EXISTING
EXAM ROOM
EXISTING
EXAM ROOM
EXISTING
EXAM ROOM
EXISTING
PATIENT REG
EXISTING
LOBBY
02-4100.G
02-4100.K
02-4100.M
EXISTING LAB
OFFICE
EXISTING
HOUSEKEEPING
02-4100.A 02-4100.A
02-4100.D
02-4100.A1
02-4100.A2 02-4100.N
02-4100.N
02-4100.O
02-4100.P
02-4100.O02-4100.O
02-4100.O
DEMOLITION NOTES
1. EXISTING FACILITY IS KNOW TO CONTAIN
HAZARDOUS MATERIAL. REFER TO ASBESTOS
ABATEMENT REPORT FOR LOCATIONS AND
RECOMMENDATIONS FOR REMOVAL.
2. THIS BUILDING HAS HISTORICAL SIGNIFICANCE.
THERE ARE ARCHITECTURAL FEATURES THAT ARE
TO BE PRESERVED AND RELOCATED AS NOTED IN
THE DOCUMENTS. ADDITIONALLY, OWNER SHALL
HAVE FIRST RIGHT TO ALL SALVAGEABLE ITEMS ON
SITE. SALVAGE ITEMS INCLUDE ALL SINKS, LIGHT
FIXTURES, AND OTHER ACCESSORIES. OTHER
ITEMS TO BE SALVAGED SHALL BE IDENTIFIED FOR
THE CONTRACTOR DURING PRECONSTRUCTION
WALK THROUGH.
3. THE FACILITY WILL BE OPEN DURING
CONSTRUCTION, ALL WORK IS TO BE CONDUCTED
TO SAFEGUARD VISTIORS AND STAFF ON THE
PROPERTY. SECURE INDIVIDUAL WORK AREAS FOR
SAFETY AND ADHERE TO SAFETY GUIDELINES FOR
THE WORKPLACE.
4. DURING CONSTRUCTION WHILE ADJACENT AREAS
ARE IN USE, CONTRACTOR SHALL MAINTAIN SAFE
AND CODE COMPLIANT ACCESS AND EGRESS TO
AND FROM ALL OCCUPIED SPACES FOR THE ENTIRE
DURATION OF THE PROJECT.
5. DEMOLITION ACTIVITIES WHICH ARE NOISY AND
WHICH DISRUPT ACTIVITIES IN ADJACENT AREA
SHALL BE CONDUCTED ONLY AFTER COORDINATION
WITH OWNER.
6. CONTRACTOR SHALL PROTECT ALL EXISTING
CONDITIONS TO REMAIN. ANY DAMAGE TO THESE
AREAS SHALL BE REPAIRED BY THE CONTRACTOR
AT NO ADDITIONAL COST TO THE OWNER.
7. INSPECT ALL BEAMS, FLOORS, WALLS, AND ROOF
DECK FOR STRUCTURAL DAMAGE. NOTIFY OWNER
AND ARCHITECT IMMEDIATELY OF ANY DAMAGE.
EXISTING
MED ROOM
EXISTING
NURSE
STATION
EXISTING
LINEN
EXISTING
DIETARY
02-4100.I
REMOVE FLOOR FINISH AND CEILINGS
MOSIAC TILE WALL, REMOVE ENTIRE WALL
AND PRESERVE FOR LOCATION
IN NEW WAITING ROOM
SEE SHEET A-1 FOR LOCATION
I N D
AI
N
HEALTH
SERVI C
E
P H S -
1 2 3 4 5 6
1 2 3 4 5 6
A
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SHEET of
PROJECT NUMBER
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1/4" = 1'-0"
DRWN BY
CHKD BY
SCALE
DATE
M
ES
C A
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R O
S
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V
IC
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IT
A
BA
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117043
IS
SU
E
FO
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CO
NS
TR
UC
TI
ON
7/19/2018 4:08:55 PM
BI
M
.0
M es ca le ro
In di an H os pi ta l R en ov at io n/
IH
S M es ca le ro
M od el o pt io n 1.
2_ ap pr ov ed v
3_ .rv t
AR
CH
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EC
TU
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L
- D
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LI
T I
O N
PL
A N
JU
LY
, 2
0 1
01/11/18
DA-1
1/4" = 1'-0"B1 FIRST FLOOR DEMOLITION PLAN
REFERENCE KEYNOTES
02-4100.A REMOVE WALL
02-4100.A1 REMOVE LEAD SHIELDED WALL AND WINDOW
02-4100.A2 REMOVE WALL AND WINDOWS
02-4100.B REMOVE DOOR AND FRAME
02-4100.C REMOVE CEILING
02-4100.D REMOVE PLUMBING FIXTURE
02-4100.G REMOVE WALL WITH MOSIAC TILE PATTERN AND
PROTECT FOR REUSE
02-4100.I REMOVE DUMBWAITER
02-4100.J REMOVE COLUMN
02-4100.K REMOVE CONCRETE SHADE STRUCTURE
02-4100.M REMOVE DRAIN PIPE
02-4100.N REMOVE STONE WALL, RESERVE STONE FOR
REUSE
02-4100.O EXISTING COLUMNS REMAIN
02-4100.P EXISTING FOUNDATION REMAINS, REMOVE ALL
STONE BELOW GRADE
1/4" = 1'-0"A6 SECOND FLOOR DEMO
0' 1' 2' 4' 8' 12'
1/4" = 1'-0"A5 EXISTING IT OFFICE DEMO PLAN
Jan Line
Jan Line
Jan Architect
LINES SHOWN DASHED INDICATE ITEM TO BE REMOVED
Jan Architect
8. ASBESTOS REMOVAL IS REQUIRED
Jan Architect
Jan Architect
Jan Callout
NOTE 8
Jan Callout
ALL COLUMNS TO REMAIN - SUPPORT 2ND FLOOR DURING DEMOLITON
Jan Cloud
Jan Text Box
3 JANUARY 30, 2023 AMENDMENT 3
Jan Cloud
MANAGER OFFICE
ANTE
EXAM #1
OFFICE
OPEN OFFICE
OFFICE
WORK ROOM
LAB
IV PREP
CONSULT
DROP OFF
CONSULT
PHARMACY
DISPENSING
BLOOD DRAW
MEDS
EXAM #11
EXAM #10
EXAM #9
EXAM #8
EXAM #7
PAT TOIL
STORAGE
RECEIVING/
BREAKDOWN
EXISTING
CORRIDOR
EXISTING
CORRIDOR
EXAM #6
EXAM #5
EXAM #4
ISO EXAM #3
CLEAN STORAGE
SOILED
SCALE ALCOVE
PRIMARY CARE
TRIAGE
TRIAGE
PUBLIC TOILET
HKPG
STAFF TOIL
CORRIDOR
PAT TOILET
SCRIPT PRO
COPY/PRINT/STORAGE
STORAGE
CRASH
CART
CHECK OUT
SWITCHBOARD/GREETER
PC WAITING
HEMO SEROLOGY
CHEMISTRY
URINALYSIS
SPECIMEN
PROCESSING
PATIENT BENEFITS
6' - 0"
EXAM #2
EQUIPMENT
ALCOVE
NST
EKG
SPIROMETER
PATIENT
REGISTRATION
TEAM WORKROOM
IT/SERVER
IT OFFICE/WORK
EXISTING X RAY
OPEN WORK AREA
EXISTING
VESTIBULE
3 FORM
A2
A3
A4
A5
A6
A7
A8
14 15 16 17
EQUIP STORAGE
STORAGE
PHARM
TRAINING ROOM
HSKPG
A-8B1
PAT TOILET
A-8
A1
14.8
A8.10
A9
11.210.39.38.88.2
D3
A-5
D2
A-5
B1
A-12
1142A 1144A
1142B
1144B
1102A
1155A
1106A
1107A
1105A
1105B
1101A
CORRIDOR
1108A
1164A
A-18
C1
HOLD
1' - 0 1/2"
A-19
D5
B4
A-13
WAITING
VESTIBULE
1103A
A-17
C1
A-16
A2
A-14
C1 A-5
D1
ULTRASOUND
PAT TOIL
LOBBY
GREETER &
WAITING
1101A
1183A 1182A
1181B
1181A
1184A
1180A
1177A
1178A
1187A
1175A
1141A
1149A
1150A
1140A
1147A
1000B
1000A
1111A 1115A
1116A1114A1112A 1118A 1120A
1127A
1122A 1124A
1126A
1128A
1130A
1132A
1134A
1137A 1139A
1136A
1163A 1162A
1160A
1167A
1166A
1165A
1110A
A-19 C2C4
A-19
C5
B1
A-13
A-8
C1
A-8B4
1143A
1101D
1101B
1101C
A-9
D1
A-9
D3
EA EB EC
ED
EE
EF
EG
SECURITY
CONTROL
EXISTING TELCOM
A-8
E1
A-9
D5
07-6200.H1
A-15
C4
ELECTRICAL
PANELS
A-15 A1
GENERAL NOTES
1. ALL NOTES ARE TO THE FACE OF STUD OR MASONRY
UNIT
2. CONTRACTOR TO VERIFY DIMENSIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL INFORM THE
OFFICE OF THE ARCHITECT OF DISCREPANCIES PRIOR TO
COMENCING WORK
3. CONTRACTOR SHALL PROVIDE BLOCKING AT ALL
LOCATIONS OF ATTACHMENTS, WALL HUNG CABINETS,
ACCESSORIES AND HARDWARE.
4. PROVIDE CONTINUOUS CAULKING AT ALL JOINTS OF
DISSIMILAR FINISH AND MATERIAL AS REQUIRED FOR
FIRE STOPPING
5. CONTRACTOR SHALL PROVIDE FULL INSTALLATION OF
EQUIPMENT AND APPLIANCES AS DEPICTED AND ALL
APPURTENANCES NECESSARY FOR INSTALLATION
UNLESS NOTED OTHERWISE
6. REFER TO INTERIOR ELEVATIONS FOR CASEWORK,
ACCESSORIES AND EQUIPMENT, AS OCCURS, FOR
INSTALLATION
7. FURNITURE IS SHOWN AS GUIDE.
8. ALL WALLS ARE TO BE TYPE A PARTITIONS UNLESS
OTHERWISE NOTED.
9. REFERENCE REFLECTED CEILING PLAN FOR
CEILING HEIGHTS.
10. GENERAL NOTES MAY NOT APPLY TO THIS SHEET
BIO MED
STORAGE
1189A
1188A
1/8" = 1'-0"B1
FLOOR PLAN
REFERENCE KEYNOTES
I N D
AI
N
HEALTH
S
E R
V I C
E
P H
S
1 2 3 4 5 6
1 2 3 4 5 6
A
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N
B
C
D
SHEET of
PROJECT NUMBER
D
E
A
B
C
DC
E
A R
C H
IT
E
C T
U R
A L
A P
P R
O V
E D
M E
C H
A N
IC
A
L E
LE
C
T R
IC
A
L P
LU
M
B
IN
G
STAMP
IN
D
IG
E
N O
U S
D E
S
IG
N S
T U
D
IO
A
R C
H
IT
E C
T U
R E
L
L C
P rin ce to n D r.
N
E S te
A lb uq ue rq ue
N
M
T el
.2
.2 ax
.2
.2
I n d ia n S c h o o l R o a d u q u e rq u e
N e w
M e x
D E
P A
R T
M E
N T
O F
H E
A L
T H
A N
D H
U M
A N
S E
R V
IC
E
S
IN
D
IA
N
H E
A L
T H
S E
R V
IC
E
O F
F
IC
E O
F E
N V
IR
O
N M
E N
T A
L H
E A
L T
H A
N D
E N
G
IN
E E
R
IN
G
A L
B U
Q U
E R
Q U
E A
R E
A O
F F
IC
E
1 / 4 " = 1 ' - 0 "
DRWN BY
CHKD BY
SCALE
DATE
M
ES
C A
LE
R O
S
ER
V
IC
E U N
IT
A
BA
LO
N
E
LO
O P
M
ES
C A
LE
R O
O
TE
R O
C O
U N
TY
R
EN
O V A
TI
O N
A
D D
IT
IO
N
117043
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
4/ 9/
0 2
A M
E N
D M
E N
T
A
U G
U S
T
3, O C
T O
B E
R
4, A M
E N
D M
E N
T
3/2/2023 1:08:19 PM
B
IM
/2
.0 M e s c a le ro
I H
S D o c u m e n t R e v ie w /2
-0
-2 s c a le ro I n d ia n H o s p it a l.
rv t
A R
C H
IT
E
C T
U R
A L
F
L O
O R
P L
A N
JU
LY
0, 12/13/17
A-1
1/8" = 1'-0"A6
BIO MED
SHEET KEYNOTES
0' 8'4' 16'
/1
/2
A M
E N
D M
E N
T
J
N U
A R
Y
A
M E
N D
M E
N T
Jan Cloud
A2
A3
A4
A5
A6
A7
A8
14 15 16
14.8
A8.10
A9
11.210.39.38.88.2
8'
0" refrigrefrig
0' - 11"
HOLD
1' - 0 1/2"
/2
2'
1/
2" 3'
5"
5'
5'
0"
12' - 4" 6' - 0" 18' - 3 7/8" 11' - 6 7/16" 22' - 7 1/2" 16' - 2 1/4" 20' - 0" 6' - 10 17/32" 6' - 4 7/8" 10' - 11 7/8"
8'
7/
2'
2"
2'
5/
5'
1/
9'
7/
8" 9'
3/ 8"
1'
7/
/1 6"
8'
/1 6"
/1 6"
CG
CG
CG
CG
CG
CG
CG
WP
CG
5'
1/
8" 5'
0"
1'
3/
0'
/3 2"
1'
/3 2"
1'
/3 2"
5'
/3 2"
9'
3" 4'
1/ 2"
0'
9" 4'
3/ 4"
3'
/2
5'
/1 6"
CG
CGCGCG
CGCGCG
135.00°
4'
7/
8"
0'
7/
8"
0'
/8
/4
EQ EQ EQ EQ EQ 1' - 8"
1' - 8"
6'
3/
6' - 6"
1' - 9 3/4" 3' - 6 1/2"
9' - 4"
ALIGN NEW WALLS WITH EXISTING
6'
1/
2" 7'
1/ 4"
7'
1/
2"
1'
5"4'
/2
2'
0" 4'
3/ 4"
1'
6" 7'
3/ 4"
1'
1/
2" 7'
1/ 4"5'
9"
135.00°135.00° 7'
1/
4"
WP
WP
4'
6'
/4
6'
5"
1'
1/
2"
8'
3/
4"
CG CG CG
CG
CG
CG
CG
7'
4"
6' - 4 1/4" 7' - 3"
2' - 4 1/4"
6' - 8"
1' - 5 1/2"
10' - 8" 10' - 9" 11' - 0"
2' - 3 1/2" 5 3/4"
6' - 4 3/4"
1' - 10"
4' - 7" 11' - 0"
135.00°
135.00°
8' - 4 1/4"
6'
/4
9' - 0"
9' - 0"
9' - 9 1/4"
1' - 3 3/4"
6' - 10 1/2"
3' - 4 1/4"
5' - 2 3/4" 6' - 3 3/4"1' - 4 1/2" 6' - 5" 6' - 2 1/2" 8' - 7 1/2" 4' - 4 1/4" 7' - 1" 2' - 6"
1' - 6 1/2"
12' - 1 1/2"
8' - 3" 4' - 1" 5' - 3" 9' - 8 3/4" 12' - 6 1/4" 6' - 5" 13' - 1 1/2" 4' - 6 3/4"
1' - 1"
1' - 9 1/4" 2' - 1" HOLD
3' - 0 1/2"
16' - 3 3/4"
1' - 1 3/4"
4' - 6 3/4"
11' - 6 1/2" 2' - 5 3/4"
11" 1' - 1"7' - 0"
2' - 0 3/4"
12' - 9" 3' - 6 3/4" 6' - 8 1/4"
2 1/4"
6' - 5" 2' - 7 1/2"
8' - 4 1/2"
5 1/4" 1' - 8 1/2"
6' - 10 1/2"
3' - 9 1/4" 7' - 9 1/4" 4' - 0" 3' - 0 1/2"
11' - 11 1/2" 6' - 5" 2 1/2" 11' - 0"
2' - 9"
7' - 5 1/2"8' - 4 1/2" 4' - 5"
6'
/2
7'
2"
CG
11' - 5 1/2" 4' - 7"
2' - 1 1/2"
20' - 2 1/2"
B
B
B
B B
B B
B
B
B
B
B
B
B
B
BB
B
B
C1 C1
A1
A1 A1
A1
A1
A1
A1
A1 A1
A1
A1A1A1
A1
A1
A1 A1
A1
A1
A1
A1A1
GENERAL NOTES
1. ALL NOTES ARE TO THE FACE OF STUD OR MASONRY
UNIT
2. CONTRACTOR TO VERIFY DIMENSIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL INFORM THE
OFFICE OF THE ARCHITECT OF DISCREPANCIES PRIOR TO
COMENCING WORK
3. CONTRACTOR SHALL PROVIDE BLOCKING AT ALL
LOCATIONS OF ATTACHMENTS, WALL HUNG CABINETS,
ACCESSORIES AND HARDWARE.
4. PROVIDE…
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File details come from the government source that posted it. Updated .