IFB 2019-0108-PW/KE Construction of Property Control Facility NM Commodity Codes - 91427 through 91488 Addendum No. 2

Agency: Santa Fe County
State: New Mexico
Level of Government: State & Local
Category:
  • Y - Construction of Structures and Facilities
Opps ID: NBD14263002614292183
Posted Date: Dec 9, 2018
Due Date: Dec 18, 2018
Solicitation No: IFB 2019-0108-PW/KE
Source: Members Only

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Henry P. Roybal
Commissioner, District 1
Anna Hansen
Commissioner, District 2
Robert A. Anaya
Commissioner, District 3
December 7, 2018
IFB NO. 2019-0108-PW/KE
Anna T. Hamilton
Commissioner, District 4
Ed Moreno
Commissioner, District 5
Katherine Miller
County Manager
SANTA FE COUNTY
IFB NO. 2019-0108-PW/KE
CONSTRUCTION OF THE
PROPERTY CONTROL FACILITY
ADDENDUM #2
Dear Proponents,
This addendum is issued to reflect the following immediately. It shall be the responsibility of
interested Offerors to adhere to any changes or revisions to the IFB as identified in this Addendum
No. 2. This documentation shall become permanent and made part of the departmental files.
ATTACHMENTS:
Six changed drawings to be replaced in Bid Set.
Drawings attached have changed the scope of work of Additive Alternate #1: Base bid includes no
work at the Vehicle Shelter; Additive Alternate #1 provides complete Vehicle Shelter as shown.
Please add this Addendum #2 to the original bid documents and refer to bid
documents, hereto as such. This and all subsequent addenda will become part of any
resulting contract documents and have effects as if original issued. All other
unaffected sections will have their original interpretation and remain in full force and
effect.
Bidders are reminded that any questions or need for clarification must be addressed to
Karen K. Emery, Senior Procurement Specialist at kkemery@santafecountynm.gov.
102 Grant Avenue · P.O. Box 276 · Santa Fe, New Mexico 87504-0276 · 505-986-6200 · FAX:
505-995-2740 www.santafecountynm.gov
SANTA FE COUNTY
PUBLIC WORKS DEPARTMENT
PROJECT LOCATION
COLOR
66
55
Shiprock
50
Aztec
55
6
6
Bloomfiel
FARMINGTON
Dulce
6
8
Tierra
Cham
6
RATON
28
8
Tres
3
Piedras
3 Eagle
Nest
2
6
6
TAOS
Springer
6
8
Abbot
5
32
18
CLAYTON
8
66
GALLUP
4
6
3
5
Fence Lake
3
Quemado
6
5
4
Pueblo
Crownpoin
5
Ambrosi
Lake
50
San
Mateo
5
GRANTS
4
9
8
6
Cuba
12
4
4
Espanola
LOS
ALAMOS
4
7
8
28
SANTA FE
8
8
8
BERNALILLO
ALBUQUERQUE 42
6
2
6
Belen
Los
Lunas
6
Bernard
6
8
4
14
28
41
6
Moriarty
41
Cline
Corners
Estanci
14
6
Encin
Mountainai
4
Mora
3
8
Wagon
2
LAS VEGAS
10
8
18
3
Bueyeros 10
6
6
Mosquero
3
18
Conchas
10
TUCUMCARI
12
5
Logan
3
4
4
Vaugh
28
6
SANTA ROSA
8
18
Raglan
8
3
18
Fort
2
6
8
Melrose
CLOVIS
8
12
18
Reserve
LEMITAR
6
SOCORRO
38
San
Antoni
8
14
5
Carrizoz
PORTALES
Dora
116
116
28
7
18
Capita
18
7
18
SILVER
9
CITY
2
TRUTH OR
CONSE QUENCES
Caballo
3
5
Ruidoso
7
Tularosa
ALAMOGORDO
Hondo
7
ROSWELL
88
28
13
8
Artesi
38
Tatu
8
45
8
Lovingto
8
9
LORDSBURG
Road
Forks
10
8
Bayard
18
2
2
8
8
7
LAS
DEMING
CRUCES
5
10
10
CARLSBAD
6
18
6
31
28
HOBBS
18
18
17
Eunice
12
Jal
11
Anthon
Columbu
EL PASO
TEX
MEXI
PROJECT
LOCATION
VICINITY PLAN
PROPERTY
CONTROL
BUILDING
SHEET LIST
SCHEDULE OF ADDITIVE ALTERNATES
GENERAL
G-001
G-002
COVER
CODE REVIEW
CIVIL
C-100
C-101
C-102
C-103
SURVEY
GRADING PLAN
UTILITY PLAN
DETAILS
LANDSCAPE
LS-101
LANDSCAPE PLANS
STRUCTURAL
S-001
S-101
S-102
S-201
S-301
S-401
S-501
S-502
STRUCTURAL NOTES
FOUNDATION PLAN
FRAMING PLAN
VEHICLE SHELTER STRUCTURAL
STRUCTURAL ELEVATIONS
STRUCTURAL SECTION
STRUCTURAL DETAILS
STRUCTURAL DETAILS
ARCHITECTURAL
AS-101
SITE PLANS
A-101
A-102
A-111
A-121
A-201
A-301
A-302
A-303
A-304
A-401
A-501
A-502
A-503
A-504
A-601
FLOOR PLAN
VEHICLE SHELTER
REFLECTED CEILING PLAN
ROOF PLAN
ELEVATIONS
SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
ENLARGED PLANS & INTERIOR ELEVATIONS
DETAILS
DETAILS
DETAILS
DETAILS
SCHEDULES
PLUMBING
P-101
P-201
P-301
P-401
SANITARY SEWER PLAN
WATER AND GAS PIPING PLAN
PLUMBING ROOF PLAN
SCHEDULE, LEGEND, AND DETAILS
MECHANICAL
M-101
M-201
HVAC PLAN
EQUIPMENT SCHEDULE AND LEGEND
ELECTRICAL
E-010
E-101
E-102
E-201
E-202
E-301
E-401
E-501
E-601
E-701
SITE SPILL LIGHT CALCULATION
ELECTRICAL SITE PLAN
SITE SPILL LIGHT CALCULATION
POWER AND SPECIAL SYSTEMS PLANS
POWER PLAN MECHANICAL EQUIPMENT
LIGHTING PLAN
POWER RISER DIAGRAM & GROUNDING
DETAILS
PANEL SCHEDULES AND LOAD
CALCULATIONS
IECC LIGHTING CALCULATIONS AND
LIGHTING FIXTURE SCHEDULE
ELECTRICAL LEGEND
1. THE CONTRACTOR IS RESPONSIBLE FOR THE GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS.
2. THE CONTRACTOR SHALL COMPLY WITH (62-14.1 TO 62.14-8 NMSA 1978), THE NEW MEXICO STATE
CODE REGARDING LOCATION OF UTILITIES.
3. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST NO LESS THAN 14 DAYS PRIOR TO ANY
REQUIRED INTERRUPTION OF POWER, WATER, SEWER, LABORATORY OR NATURAL GAS, STEAM,
CHILLED WATER, VACUUM, COMPRESSED AIR, HVAC; SECURITY, FIRE ALARMS OR SUPPRESSION, OR
ANY OTHER SYSTEMS, OR WHICH WILL IMPEDE TRAFFIC, EMERGENCY EGRESS, OR VEHICLE ACCESS
OF ANY KIND.
4. SITE CLEANING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.
5. DO NOT SCALE DRAWING. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS AT THE JOB SITE AND SHALL SUBMIT ALL REQUESTS FOR INFORMATION TO THE
ARCHITECT TO VERIFY PLAN CONDITIONS AND DIMENSIONS.
6. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND SITE
CONDITIONS TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK AND SHALL VERIFY AND
COORDINATE ALL FOUNDATION PLAN DIMENSIONS WITH FLOOR PLANS, COORDINATE ALL DEMO
PLANS WITH THE NEW WORK AND EXISTING CONDITIONS, AND SHALL BE RESPONSIBLE FOR PROPER
EXECUTION OF ALL WORK. ANY QUESTIONS REGARDING THE INTENT OF THE PLANS AND
SPECIFICATIONS SHALL BE DIRECTED TO THE ARCHITECT AS A REQUEST FOR INFORMATION.
7. FINISH FLOOR ELEVATIONS ARE TO THE TOP OF CONCRETE, TOP OF FINISH OR TO TOP OF PAVING
UNLESS OTHERWISE NOTED. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES.
8. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE, THE CENTERLINE OF COLUMNS, GRID LINES,
AND THE FACE OF STUDS UNLESS OTHERWISE NOTED.
9. ALL SYMBOLS AND ABBREVIATIONS USED ON DRAWINGS ARE CONSIDERED TO BE
CONSTRUCTION STANDARDS AND COMPLY WITH THE NATIONAL CAD STANDARD VERSION 3.1. IF THE
CONTRACTOR HAS QUESTIONS REGARDING SAME, OR THEIR EXACT MEANING, FIRST REFER TO THE
NCS 3.1 AND THEN NOTIFY THE ARCHITECT TO REQUEST CLARIFICATION.
10. CONTRACTOR TO COORDINATE INSTALLATION OF ALL ITEMS INDICATED AS OWNER SUPPLIED
EQUIPMENT AND FURNISHINGS.
11. CONTRACTOR TO PROVIDE TEMPORARY FACILITIES UTILITIES, AND SUPPORT AS REQUIRED FOR
OWNER INSTALLED EQUIPMENT.
12. THE CONTRACTOR SHALL PROMPTLY CLEAN UP ANY MATERIAL EXCAVATED WITHIN THE RIGHT-
OF-WAY SO THAT THE EXCAVATED MATERIAL IS NOT SUSCEPTIBLE TO BEING WASHED DOWN THE
STREET OR INTO THE STORM DRAIN SYSTEM.
13. ALL EXISTING SIGNS, MARKERS DELINEATORS, ETC., WITHIN THE SITE BOUNDARY SHALL BE
REMOVED, STORED AND RE-SET BY THE CONTRACTOR UNLESS OTHERWISE NOTED.
14. PROVIDE = FURNISH AND INSTALL.
15. (E) OR EX = EXISTING
PROPERTY
CONTROL
FACILITY
424 NM 599 SANTA FE, NM 87507
CONSTRUCTION DOCUMENTS
DECEMBER 1, 2017
2
ADDENDUM NO. 2
DEC 3. 2018
PROJECT TEAM
BAER ARCHITECTURE NM
227 EAST PALACE AVE. STE C
SANTA FE, NM 87501
(505) 470-6835
ALLANBAER@COMCAST.NET
STRUCTURAL ENGINEER
DRUC ENGINEERING LLC
WILLIAM DRUC PE
430 APODACA HILL ST.
SANTA FE NM 87501
(505) 984-0792
BILL@DRUCENG.COM
MEP ENGINEER
FEIGHT ENGINEERING, LLC
8416 ESTATES DRIVE NE
ALBUQUERQUE NM 87122
(505) 263-2368
LFEIGHT@FEIGHTENG.COM
MCCLAIN + YU ARCHITECTURE & DESIGN
2009 RIDGECREST DR SE
ALBUQUERQUE, NM 87108
(505) 266-2142
RAIMUND@MCCLAIN-YU.COM
CIVIL ENGINEER
SCOTT MCGEE PE LLC
9700 TANOAN DRIVE NE
ALBUQUERQUE NM 87111
(505) 263-2905
SCOTTMMCGEE@GMAIL.COM
COST ESTIMATOR/CONSTRUCTION CONSULTANT
PBI CONSTRUCTION CONSULTING
PETER BRILL
PO BOX 6020
SANTA FE NM 87505
(505) 795-7807
PBRILL@PBICC.COM
1
Benchmark # 3
EL= 6362.83'
D
Covered Parking
C
2
shed
62.8
62.3
shed
storage
container
storage
container
shed
NEW OPEN
PARKING
ASPHALT
PAVING
61.5
61.0
61.4
60.9
3
4
5
LEGEND
FF = 6361.5
57.1
TC 19.0
FL 18.5
TSW 19.0
FL 18.5
EXISTING CONTOUR LINE
NEW CONTOUR LINE
FINISH FLOOR ELEVATION
NEW SPOT ELEVATION
TOP OF CURB
FLOW LINE
TOP OF SIDEWALK
FLOW LINE
Baer Architecture NM
227 East Palace Avenue Suite C
Santa Fe, NM 87501
505.470.6835
allanbaer@comcast.net
D
SITE
NM
599
NORTH FRONTAGE
NM 599
ROAD
McClain + Yu Architecture & Design
2009 Ridgecrest Dr SE
Albuquerque, NM 87108
505.266.2142
info@mcclain-yu.com
www.mcclain-yu.com
CONSULTANTS
SCOTT M. McGee, PC, LLC
9700 Tanoan Dr. NE
Albuquerque, NM 87111
VICINITY MAP
C
NOT TO SCALE
NEW COVERED
PARKING
CONCRETE
PAVING
SD
Covered Parking
B
MATCH
EXISTING
TC/FL
CONNECT 6" DRAIN
LINE TO EXISTING
STORM DRAIN
BELOW WITH 6"
TEE (INV 57.1) & 6"
RISER PIPE
A
Covered Parking
1
EXISTING 36" SD
60.5
60.0
60
TC 61.1 TC 60.1
FL 60.6 FL 60.1
TC 60.9
60
FL 60.4
EXISTING LEACH FIELD
INSTALL TRENCH
DRAIN AND
COBBLE SWALE
AT ROOF DRAIN
TSW 60.9
61.0
FL 60.4
TC 60.7
TSW 61.3
RD
FL 60.2 TC 60.4 FL 60.8
INV 57.2 FL 60.4
61.1 61.44
NEW BUILDING
TC 61.3
FL 60.8
FF=6361.5
1:12 CURB
RAMP MAX.
TC 61.0
TC 60.9 FL 60.5
FL 60.4
61.0
61.46 61.0
61.38
61.0
61.44
61.3
INV 57.2
FTLC6600..22DR6A"INPVLCINSEOLID WALL
TC 61.0
FL 60.5
TSW 61.3
FL 60.8
TC 61.3
60.9
FL 60.8
TC 61.3
FL 60.8
TC 60.5
FL 60.5
TC 60.5
FL 60.5
INV 58.0
60.6
TC 61.2
60
FL 60.7
61.0
61.44
61.44
61
TC 61.0
FL 60.5
TC 60.9
FL 60.4
61.0
RD
61.0
TC 60.3
FL 60.3
TC 61.0
FL 60.5
INSTALL COBBLE
SWALE AT ROOF
DRAIN
60
INV 57.8
EXISTING WASH
BAY BUILDING
INSTALL (2)B2e' CnUchRBmCaUrkTS# 3
IN EXISTINGECLU=R6B3A6T0.43'
LOW POINT (6' APART)
40 LF 6" PERFORATED PIPE (FILTER
FABRIC WRAPPED) BACKFILLED
WITH 3/4" GRAVEL
2
GRADING AND DRAINAGE PLAN
1" = 30'
0
30'
60'
3
4
DRAINAGE CALCULATIONS
AREA: 0.78 acres (33,990 sf)
BENCHMARK: Onsite point BM #1 set along west side of site as noted on
plan.
ELEV= 6360.32 (NAVD 1988)
FLOOD HAZARD: From FEMA Map Panel 35049C0411 (effective 12/04/12),
this site is identified as being within Zone 'X'; areas determined to be
outside the 0.2% annual chance floodplain.
EXISTING CONDITIONS: The site is an existing dirt area located at the north
end of the Santa Fe County property at 424 Hwy 599. The existing County
complex consists of multiple buildings and parking areas. Previous
development included large onsite retention areas that restrict runoff from
the site
PROJECT
SANTA FE COUNTY
PUBLIC WORKS
DEPARTMENT
PROPERTY CONTROL
FACILITY
ADDRESS
PROPOSED IMPROVEMENTS: The proposed improvements include a 5,324
SF building with paved parking and both covered and open vehicle storage
areas.
DRAINAGE APPROACH: The proposed drainage plan will direct the parking
lot flow toward proposed curb openings. Runoff will be intercepted by
buried perforated pipes and piped west to discharge to an existing storm
drain running to the southwest. Roof runoff will discharge north to an
existing detention pond area north of the proposed building. The two
vehicle storage areas will sheet flow east to the detention pond area.
B 424 NM 599
SANTA FE, NM 87507
HYDROLOGY: The existing area is entirely dirt/gravel and has land treatment
ŽĨсϬ͘ϱ͘dŚĞZĂƚŝŽŶĂůŵĞƚŚŽĚŐŝǀĞƐYс;Ϭ͘ϱͿ;ϱ͘ϰͬ͟,ZͿ;Ϭ͘ϳϴͿсϮ͘ϭ&^
V= (33,900)(1.4/12) = 3,955 CF
CONSTRUCTION
DOCUMENTS
The developed runoff rate is based on 80% impervious surfacing where
C=0.9
ĞǀĞůŽƉĞĚYс;Ϭ͘ϴϮͿ;ϱ͘ϰͬ͟,ZͿ;Ϭ͘ϳϴͿсϯ͘ϱ&^
V= (33,900)(2.66/12) = 7,515 CF
The additional storage volume required is then 7,515- 3,955 = 3,560 CF
DEC 3, 2018 2 ADDENDUM NO. 2
The table below is from the previously approved drainage report which
shows that the existing pond volume of 211,000 CF provides more than the
required 44,152 CF. No additional storage volume is required for this
project.
Date
Project Number
Project File
Drawn By
A Checked By
DECEMBER 1, 2017
11910
CB
SMM
&RS\ULJKW‹
MCCLAIN + YU ARCHITECTURE AND DESIGN
SHEET TITLE
GRADING PLAN
C-101
5
SHEET
OF
1
2
D
EX. ROADS
MATERIALS
STOCKPILES
DRAINAGE
LEACH FIELD
A2
AS-101
NEW OUTDOOR STORAGE
NEW VEHICLE SHELTER
NEW PARKING AREA
NEW BUILDING
NEW PARKING AREA
C
EX. WASH BAY
EX. GARAGE BLDG
EX. TIRE STORAGE
EX.
OFFICE
BUILDING
EX. WATER TANKS
EX. PUMP HOUSE
B
EX.
VISITOR
PARKING
EX. FUEL
ISLAND
A
1
PUBLIC WORKS CAMPUS SITE PLAN
1" = 100'-0"
1
0'
50'
100'
200'
2
EXISTING
VEHICLE
SHELTER
20
EXISTING
VEHICLE
SHELTER
20
EXISTING
VEHICLE
SHELTER
20
3
4
5
LEGEND____________
GENERAL SHEET NOTES
AREA OF WORK
A.
FOR TREE RELOCATION SEE LANDSCAPE DRAWINGS
B.
PAINT ALL PARKING STRIPES AS SHOWN
C.
PROTECT ALL EXISTING ITEMS NOTED "TO REMAIN."
26
NEW ASPHALTIC CONCRETE PAVING
REPAIR ALL DAMAGE DUE TO CONSTRUCTION
ACTIVITIES.
7
NEW CONCRETE PAVING
SHEET KEYNOTES
6
34
UNCOVERED
STORAGE
YARD
19
2
26
24
5
32
19
1
48
26
VEHICLE
SHELTER
A3
A-102
A2
A-102
26
41
21
3
46
1
39
DRAINAGE
BASIN
4
27
44
39
3' - 11" 2' - 0"
R 3' - 9"
40
1 47
57' - 0"
R 3' - 9"
2
43
45
37
38
44
2' - 0" 5' - 11" PROPERTY CONTROL FACILITY
CL
DOOR
33
45
FINISH FLOOR = 6361.5
NEW HEAVY DUTY CONCRETE PAVING
6" CRUSHED ANGULAR RIP RAP
EXISTING ASPHALT PAVING
EXISTING BUILDING
STRIPED LOADING AISLE
30
29
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
8
EX 36" STORM DRAIN LINE TO REMAIN, PROTECT
EX ELECTRICAL LINE, SEE ELECT DWGS
EX WATER LINE TO REMAIN, SEE PLMB DWGS
EX STORM DRAIN INLET TO REMAIN, PROTECT
EX STORAGE CONTAINERS TO REMAIN
EX SHED TO REMAIN
EX SHED AND CONTAINERS TO REMAIN
EX SS MANHOLE TO REMAIN, PROTECT
EX MANHOLE TO REMAIN, PROTECT
EX CLEANOUT TO REMAIN
EX SANITARY SEWER AND BOLLARDS TO REMAIN
EX UNDERGROUND ELECTRICAL - SEE ELEC DWGS
EX CONC PAD TO REMAIN
EX CONC PAD TO REMAIN
EX BUILDING TO REMAIN, PROTECT
EX CONC PAD TO REMAIN
EX SANITARY SEWER LINE TO REMAIN
EX ELECTRICAL LINE TO REMAIN
EX SITE LIGHTING - REMOVE INCLUDING FTG - SEE ELEC DWGS
EX VEHICLE SHELTER TO REMAIN
EX ELECTRICAL TO REMAIN
EX GAS LINE TO REMAIN
EX WATER MANHOLE TO REMAIN
EX PAVING TO REMAIN
EX OIL WATER SEPARATOR TO BE ABANDONED IN PLACE. ALL
PIPING ABOVE TANK TO BE REMOVED AND OUTLET LINE
CAPPED - SEE CIVIL
EX EVERGREEN TREE TO BE RELOCATED - SEE LANDSCAPE
DWGS
NEW CURB CUT - REMOVE EX CURB & GUTTER
NEW 1,500 GALLON OIL WATER SEPARATOR WITH 4" OUTLET
LINE CONNECTED TO EX ONSITE SEWER - SEE CIVIL
EXISTING LEACH FIELD TO REMAIN - DO NOT DISTURB -
PROTECT DURING CONSTRUCTION WITH FENCE - NO
CONSTRUCTION TRAFFIC ALLOWED
TEMPORARY CONSTRUCTION FENCE TO PROTECT LEACH
FIELD, LEACH FIELD MANHOLES AND RELATED INSTALLATION
EX SITE LIGHTING - TO REMAIN
DEMO EXISTING CURB FULL LENGTH OF VEHICLE SHELTER
EX CONC CURB TO REMAIN UNLESS NOTED OTHERWISE
DEMO EXISTING CURB FULL LENGTH OF UNCOVERED
STORAGE YARD
VAN ACCESSIBLE LOADING AISLE -SEE CIVIL
VAN ACCESSIBLE PARKING SPACE - SEE CIVIL
LOCATION OF ROOF DRAIN AND OVERFLOW OUTLET
SIDEWALK TRENCH DRAIN WITH COVER - SEE CIVIL
CONC FLAT CURB - SEE CIVIL
HC CURB RAMP - SEE CIVIL
CONTROL JOINT, TYP.
EXISTING FENCE TO REMAIN
COBBLE SWALE - SEE CIVIL
CONC HEAD CURB AND GUTTER - SEE CIVIL
CONC PARKING BUMPER, TYP ALL PARKING SPACES
CONC HEAD CURB - SEE CIVIL
PROTECTION BOLLARD - SEE CIVIL
STOP SIGN - SEE CIVIL
9
1
10
43
37
42
11
CL
DOOR
47
1
24
R 4' - 1"
44
5' - 0"
44
R 5' - 0"
45
18
41
40
17
25
39
12
31
R 3' - 9". 44
36 35 36
8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 9' - 0" 8' - 0" 9' - 0"R 9' - 6"
19
44
R 10' - 0"
28
TEN SPACES
23
16
45
16
33
39
48
1
27
33
13
EXISTING WASH
BAY BUILDING
22
14
24
14
A2
SITE PLAN
1" = 20'-0"
15
3
24
4
EXISTING
GARAGE
BUILDING
0'
10'
20'5
40'
Baer Architecture NM
227 East Palace Avenue Suite C
Santa Fe, NM 87501
505.470.6835
allanbaer@comcast.net
D
McClain + Yu Architecture & Design
2009 Ridgecrest Dr SE
Albuquerque, NM 87108
505.266.2142
info@mcclain-yu.com
www.mcclain-yu.com
CONSULTANTS
C
PROJECT
DEC 1, 2017
SANTA FE COUNTY
PUBLIC WORKS
DEPARTMENT
PROPERTY CONTROL
FACILITY
ADDRESS
B 424 NM 599
SANTA FE, NM 87507
8-30-2018
12-3-2018
REVISIONS
1
REVISED CID SET
2
ADDENDUM NO. 2
Date
DECEMBER 1, 2017
Project Number
2016-051
Project File
Drawn By
A Checked By
Author
Checker
Copyright ©
MCCLAIN + YU ARCHITECTURE AND DESIGN
SHEET TITLE
SITE PLAN
AS-101
SHEET
OF
1
2
B4
A-102
D
D2
ELEVATION
1/8" = 1'-0"
1/4" / 1'-0"
C
5
B
A
1
D2
A-102
1/4" / 1'-0"
5
1/4" / 1'-0"
5
1/4" / 1'-0"
5
C4
A2
ROOF PLAN ADD ALT #1B
1/8" = 1'-0"
A-102
2
3
6
5
4
3
1
2
14
15
3
1
2
14
14
14
4' - 0"
32' - 0"
4' - 0"
A3
FLOOR PLAN
1/8" = 1'-0"
3
C4
A-102
4
B4
A-102
5
GENERAL SHEET NOTES
SHEET KEYNOTES A-102
1
CONCRETE PIER, TYP - SEE STRUCTURAL DRAWINGS
2
SLOPED, REINFORCED HEAVY DUTY CONCRETE PAVING- SEE CIVIL
DRAWINGS
3
TUBE STEEL COLUMN- SEE STRUCTURAL DRAWINGS
4
STEEL BAR JOISTS- SEE STRUCTURAL DRAWINGS
5
CAP SHEET ROOF OVER ROOF DECK - SEE ARCH DETAIL &
STRUCTURAL DRAWINGS
6
STL BEAM - SEE STRUCTURAL DRAWINGS
7
24 GA. GRAVEL STOP
8
CAP SHEET
9
BASE SHEET
10 1/2" PROTECTION BOARD
11 ROOF DECK - SEE STRUCTURAL DRAWINGS
12 24 GA. CONTINUOUS CLEAT
13 DECK EDGE ANGLE - SEE STRUCTURAL DRAWINGS
14 24 GA. SHT MTL SCUPPER
15 EXPANSION JOINT, TYP.
2
Baer Architecture NM
227 East Palace Avenue Suite C
Santa Fe, NM 87501
505.470.6835
allanbaer@comcast.net
McClain + Yu Architecture & Design
2009 Ridgecrest Dr SE
Albuquerque, NM 87108
505.266.2142
info@mcclain-yu.com
www.mcclain-yu.com
CONSULTANTS
6
B4
A-102
5
4
3
1
2
C4
ELEVATION
1/8" = 1'-0"
7
11
VARIES
13
T. O. COPING
12
B4
GRAVELSTOP FLASHING
3" = 1'-0"
8
14
9
11
10
13
A4
A-102
8
9
10
A4
GRAVELSTOP FLASHING/SCUPPER
3" = 1'-0"
C
PROJECT
DEC 1, 2017
SANTA FE COUNTY
PUBLIC WORKS
DEPARTMENT
PROPERTY CONTROL
FACILITY
ADDRESS
B 424 NM 599
SANTA FE, NM 87507
DEC 3, 2018 2
ADDENDUM NO. 2
Date
DECEMBER 1, 2017
Project Number
2016-051
Project File
Drawn By
A Checked By
Author
Checker
Copyright ©
MCCLAIN + YU ARCHITECTURE AND DESIGN
SHEET TITLE
VEHICLE SHELTER
A-102
4
5
SHEET
OF
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