Agenda packet — San Luis Obispo City Council, November 12, 2024 (part 10 of 13)

E-004
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

2.12.2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
Feb 16, 2024 - 1:58pm - CReyes - K:\ENG\2020\20-8170\20-8170_E-003~E-005_ELECTRICAL DETAILS.dwg EXPIRES: 06/30/26 THOMA #20-8170 R A E M T A. E
C
F
NO. 10757
E L TS
O E AT
E
I
S
GE
R
I W

T LLE I
A
OR
L

T R I C

LI F CA
AI N
HOMNA
R
EE
GI N

RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL DETAILS

CONDUITS
2"
BRANCH CIRCUIT, FEEDERMIN. 4", ROCK FREE FILL (SAND)NATIVE SOIL BACKFILLWARNING TAPE 24"
2"
12" 12" 4" 2"
(MIN)
NOTE: SOIL COMPACTION SHALL BE 95%

COORDINATE UTILITY TRENCH DETAILS WITH UTILITY COMPANIES 18" MIN
54" MINNATIVE SOIL BACKFILL

ROCK FREE FILLAC PAVING,WHERE OCCURRING
P

FINISHED GRADE
T
18"
3"
MIN

P PRIMARYS SECONDARY

T TELEPHONE (AT&T)F CITY FIBER
LEGEND

WARNING TAPE
F

D DISTRIBUTION
12" MIN 12"
G
S 7"
6"7"
12"R

NOT BE UNDERMINED

SO THAT FOOTINGS WILL

LOCATE PIPE TRENCH
MIN.

GENERAL NOTES

PASS THROUGH THE

POUR JOINT

NO PIPE SHALL

FOOTING PAD
1'-6"
9"
6"MIN
4"MIN
2"MIN
1 2
1'-6" MIN.

BACKFILL PER SPECIFICATIONS

PLACE CONCRETE FILL AROUND

SLEEVES BEFORE POURING

FOOTING PADS, FILL SHALL BE

SAME WIDTH AS FOOTING AND FULL
WIDTH OF PIPE.

PROVIDE METAL SLEEVES WITHI.D. 2" GREATER THAN THE O.D.

OF THE PIPE.

NO EXCAVATIONBELOW THIS LINE
FTG.

DEPTH
PER
STRUCT.

1. CONCRETE FILL TO BE THE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH. (BACKFILL PER SPECIFICATIONS).

2. CENTER PIPE IN PVC OR GALVANIZED METAL SLEEVE THAT HAS A MIN. I.D. 2" GREATER THAN THE PIPES O.D.

3. WATERPROOF OPENING AROUND PIPE PER GENERAL SPECIFICATIONS.

4. COORDINATE INSTALLATION WITH STRUCTURAL ENGINEER.
6"
24"

CRUSHED ROCK SUMP

BELL END
3" DIA DRAIN 6" HOLE

FINISHED GRADE

REINFORCED BOX EXTENSION,

AS REQUIRED
#15 ROOFING PAPER BETWEEN GROUT AND

CRUSHED ROCKGROUT OPENING
MINIMUM 2" THICK
GROUT

ALTERNATE CONDUIT ENTRY

WHERE NUMBER OF BENDS IN

RUN ALLOWS
3"Ø x 30"L PERFORATED PIPE FOR SUMP
DRAIN
SURROUND PIPE 2" EACH SIDE AND 6" AT BASE
WITH PEA GRAVEL.
30"
MIN. CONDUIT DEPTH

MINIMUM INTERIOR BOX DEPTH
REINFORCED CONCRETE COVER(TO SUIT APPLICATION) WITHHOLD DOWN BOLTS. LABEL COVER AS REQUIRED.

PRECAST REINFORCED CONCRETEBOX. SIZE PER PLANS.

SEAL AROUND CONDUIT, BOX AND
EXTENSION JUNCTION.
12 TYPICAL BRANCH CIRCUIT TRENCH DETAIL NOT TO SCALE11 CITY OF SLO STANDARD 6035 NOT TO SCALE 15 TYPICAL CONCRETE PULL BOX DETAIL NOT TO SCALE13 TYPICAL UTILITY TRENCH DETAIL NOT TO SCALE14 TYPICAL CONDUIT NEAR/THRU FOOTING DETAIL NOT TO SCALE 18 NOT USED17 TYP. UNDERGROUND CONDUITS & TRANSITIONS NOT TO SCALE

BELOW TOP

OF SLAB

GRS, TAPE WRAPPED, OR PVC

COATED RISER TO EQUIPMENT

OR BOX TERMINATION
CONDUIT RUN IS 150' GREATER

TOP OF ELBOW

TOP OF SLAB

FINISH GRADE

TOP OF SLAB/FINISH GRADE
NOTES:

UNDERGROUND CONDUITS AND TRANSITION TO ABOVE GRADE/SLAB SHALL BE ASFOLLOWS:

1. PVC ELBOWS ALLOWED IF TOP OF ELBOW IS MINIMUM 18" BFG OR BELOW TOP OF SLAB, OTHERWISE GRS, TAPE WRAPPED, ELBOWS ARE REQUIRED.

2. GRS ELBOWS ARE REQUIRED IF CONDUIT RUN IS 150' GREATER.3. GRS RISERS ARE REQUIRED FROM ELBOW BELOW GRADE TO EQUIPMENT (DEVICE, OUTLET, PANEL, CABINET, ETC.) ABOVE GRADE.

4. GRS ELBOWS/RISERS TO BE TAPED WRAPPED (1/2" LAPPED) TO 3" ABOVE FINISH GRADE OR TOP OF SLAB.

TOP OF ELBOW
PVC
PVC

PVC ELBOW

PERMITTED
U.O.N

PVC ELBOW

PERMITTED
U.O.N
24" MIN OR AS DEEMED BY

APPLICATION WHICHEVER IS

GREATER
4" 18" MIN
18" MIN

GRS, TAPE WRAPPED,

TO EQUIPMENT OR BOX

TERMINATION
SOIL
CONCRETE BLDG. PAD

GRS, TAPE WRAPPED,

OR PVC COATED RISER

TO EQUIPMENT OR BOX

TERMINATION
18" MIN AT SLAB
AND 24" MIN AT

FINISH GRADE CONCRETE
BLDG.PAD/SOIL

GRS, TAPE WRAPPED
CONDUIT RUN IS LESS THAN 150'
PVCCONDUIT RUN IS LESS THAN 150'
02/21/2024

MISSION PLAZA ENHANCEMENTS

05.14.2024

Page 957 of 1531 ends

E-005
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

T LLE I
A
OR
L

T R I C

LI F CA
AI N
HOMNA
R
EE
GI N

RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL DETAILS
21 NOT USED20 LOCKABLE RECEPTACLE PLUG BOX NOT TO SCALE 24 LIGHTING CONTROL RELAY SCHEDULE22 FIXTURE TYPE SP SUBMITTAL 26 METER BOARD, "M/M" CUTSHEET NOT TO SCALE

PACK ANNULAR SPACE
COMPLETELY WITH MINERAL FIBER.

CAULK OPENINGS AIRTIGHT FROMWALL SURFACE TO CONDUIT WITH

NON-HARDENING ACOUSTICAL
SEALANT BOTH SIDES OF WALL. SEE

SPECIFICATIONS FOR SEALANT
REQUIREMENTS.

METAL SLEEVE IN CONCRETE
WALL, 1" TO 1-1/4" LARGER
THAN O.D. OF CONDUIT.

NOTE: NO MULTIPLE CONDUITPENETRATIONS ALLOWED. PACK AND CAULK EVERY CONDUIT INDIVIDUALLY.
19 SEALED CONDUIT PENETRATION NOT TO SCALE
32 SWITCHING RELAY NEMA 1 ENCLOSURE

LIGHTING CONTROL PANEL SCHEDULE FLUSH
"LCP" SURFACE X
LOCATED: PLUMBING CHASE

RELAY CIRCUIT CONTROL NOTES
NO. NO.

LOAD DESCRIPTION DESCRIPTION
R1R2R3R4
RESTROOM EXTERIOR 1,2
NOTES:

1. PROGRAM RELAY FOR DUSK 'ON' WITH PROGRAMMED 'OFF' PER OWNER TIME SCHEDULE.

2. EXTEND 0-10V WIRES TO FIXTURE(S) FOR DIMMING CONTROL. * INCLUDE EXTERIOR PHOTOCELL INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATION TO CONTROL DUSK TO DAWN, AND DUSK TO TIME CLOCK OFF OPERATIONS.
* PROVIDE LOW VOLTAGE OVERRIDE SWITCH ADJACENT TO PANEL WITH WEATHER PROOF LOCKABLE COVER. PROGRAMSWITCH FOR 2-HOUR OVERRIDE OF ALL EXTERIOR LIGHTING RELAYS. LABEL SWITCH "OVERRIDE".

CONTROL POWER CIRCUIT: MR-8
_
ACUITY #ARP INTEN32NLT 24SPR MVOLT HLK SM DTC
R5R6R7R8
(4,5)
MISSION PLAZA POLE LIGHTMISSION PLAZA NW OUTLET PEDESTALMISSION PLAZA NE OUTLET PEDESTALMISSION PLAZA STEP LIGHTSMISSION PEDESTAL OUTLETSMISSION STRING LIGHT RECEPTACLESMISSION IN-GRADE DUSK ON / TIMECLOCK OFF 2 DUSK ON / TIMECLOCK OFF 2DUSK ON / TIMECLOCK OFF 2
2 MR-3MR-12MR-14MR-13AMR-18MR-20MR-22MR-24

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF R9
R10R11R12

AMPHITHEATRE RECEPTACLE
R13R14R15R16

CREEK LIGHTSCREEK LIGHTSSOUTHWEST PATH LIGHTSMISSION POLE RECEPTACLEMISSION POLE LIGHTAMPHITHEATRE RECEPTACLE DUSK ON / TIMECLOCK OFF

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF
MR-26MR-28MR-30MR-32MR-34MR-27MR-29MR-31

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF R17R18R19R20

SOUTH WEST PATH LIGHTS
R21R22R23R24

SPARESPARESPARESPAREBROAD STREET AND POLE LIGHTS SOUTH CREEK DUSK ON / TIMECLOCK OFF

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF
MR-33MR-35MR-37

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF 2222222222222222222
R25-R32 (SPACES)

DUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFFDUSK ON / TIMECLOCK OFF

AMPHITHEATRE STEP LIGHTSBROAD STREET AND POLE LIGHTS SOUTH CREEK 25 TEMP POWER PANEL SCHEDULE
OUTLET A: PEDESTAL TL310-WCS-PED WITH (2)20A 120V WEATHER RESISTANT/TAMPER RESISTANT RECEPTACLE. #GFCI/WR/TR. COLOR FINISH: RAL6009 OR PANTONE 5535 OUTLET B: PEDESTAL TL310-WCS-PED. PROVIDE WITH (1)50A 120/ 240V 4-WIRE CALIFORNIA STYLE RECEPTACLE. WILL REQUIRE 14" DEEP SPECIALIZED HOUSING (NEMA 14-50). #9-50A. COLORFINISH: RAL6009 OR PANTONE 5535 OUTLET C: RECESSED/DEEP HOUSING TO FLUSH MOUNT AT CONCRETE #TL310-WCS. PROVIDE(2)20AMP 125/250V NEMA 14-20R. COLOR FINISH SELECTED BY LANDSCAPE ARCHITECT.

ABC
MR-13B MISSION PEDESTAL OUTLETS
02/21/2024

MISSION PLAZA ENHANCEMENTS

05.14.2024

Page 958 of 1531 ends

E-006
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

2.12.2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
Feb 16, 2024 - 1:58pm - CReyes - K:\ENG\2020\20-8170\20-8170_E-006~E-008_EXISTING POLE IMAGES.dwg EXPIRES: 06/30/26 THOMA #20-8170 R A E M T A. E
C
F
NO. 10757
E L TS
O E AT
E
I
S
GE
R
I W

T LLE I
A
OR
L

T R I C

LI F CA
AI N
HOMNA
R
EE
GI N

RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

EXISTING SITE POLE IMAGES
2 PLAZA 2 NOT TO SCALE1 PLAZA 1 NOT TO SCALE
4 PLAZA 4 NOT TO SCALE3 PLAZA 3 NOT TO SCALE
6 PLAZA 6 NOT TO SCALE5 PLAZA 5 NOT TO SCALE
8 PLAZA 8 NOT TO SCALE7 PLAZA 7 NOT TO SCALE
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMPFUSE IN ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING ROUND PULL BOX.
02/21/2024

MISSION PLAZA ENHANCEMENTS

05.14.2024

Page 959 of 1531 ends

E-007
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

T LLE I
A
OR
L

T R I C

LI F CA
AI N
HOMNA
R
EE
GI N

RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

EXISTING SITE POLE IMAGES
2 PLAZA 10 NOT TO SCALE1 PLAZA 9 NOT TO SCALE
4 PLAZA 12 NOT TO SCALE3 PLAZA 11 NOT TO SCALE
6 PLAZA 14 NOT TO SCALE5 PLAZA 13 NOT TO SCALE
8 PLAZA 16 NOT TO SCALE7 PLAZA 15 NOT TO SCALE
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE EXISTING PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUNDROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

NOTE: REMOVE EXISTING PATIO AROUND WOOD POST, DISCONNECT AND REMOVE EXISTING POST LIGHT AT EXISTING NOVO PATIO. NOVO RESTAURANT WILL REPLACE EXISTING WOOD PATIO TO REPLACE OPENING.
02/21/2024

MISSION PLAZA ENHANCEMENTS

05.14.2024

Page 960 of 1531 ends

E-008
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

TS O E AT
E
IS GER
I W
T
LL
E
I
A
OR
L

T R I C

LI F CA
AI N
HOM
N
A

REE GI N
RO P D
NA

FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

EXISTING SITE POLE IMAGES
2 PLAZA 18 NOT TO SCALE1 PLAZA 17 NOT TO SCALE
43 PLAZA 19 NOT TO SCALE
65 87
NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE GROUND ROD, AND 2-AMPFUSE IN ADVANCE OF LIGHT INSIDE EXISTING PULL BOX.

NOTE: REPLACE EXISTING POST LIGHT WITH NEW FIXTURE TYPE SP, PROVIDE NEW PULL BOX, GROUND ROD, AND 2-AMP FUSE IN ADVANCE OF LIGHT INSIDE NEW PULL BOX.
02/21/2024

MISSION PLAZA ENHANCEMENTS

05.14.2024

Page 961 of 1531 ends

SS SS SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS SS SS SS SS SS SS
WL
WL
24" OLIVE
18" TREE
4" TREE
26" TREE
4" TREE
26" PINE
28" TREE
26" TREE
26" TREE
2 6" TREE
6",10",12" TR
CO
CO
CO
WM
1762
2 15. TR 98
12XDL
180
21 5

5.1 OU
6 TLET RIS
ICV
3175215.22 OUTLET RIS
ATT
WV
WV
SLB
WM
WM
PGE
CTV
PGE
WM
ELEC
ELEC
ICV
WV
WV

ICV ICV

MP TREE
48" BASE
BENCH
BENCH
BENCH
2 STEPS
DOOR
11'± TALL ARCHED METAL
INV BOX: 204.40'
TOG: 205.26'
TOG: 207.93'
iNV BOX (FULL): 207.76''
WM
CATV

PGE TEL
GAS
-ELE PANEL
-WATER CONDUIT
-ELE CONDUIT
-EMERGENCY CONDUIT
EM

BENCH BENCH
BENCH
5 ICVS
2" BFP
TOG: 214.93'
/ / /
8" PINE
VERY 10'
WV
S
CO
TREE 14"

BOLLARD
W
S
C BELL
3 STEPS
11 STEPS
10 STEPS
BENCH
ICV
TOG+204.81'
INV=203.16'
8 STEPS
ICV

ICV ELEC CO

ICV ICV
18" TREE
2P 18" TREE
10" OAK
8" TREE
26" EUK
16" TREE
36" TREE
24" PINE
28" TREE
26" PINE
TRASH
TRASH
2" BFP
BO

ELEC OUTLETS

CONCRETE STATUE
10" PINE
12" OAK
PATIO FF: 205.44'
10" OAK
10" OAK
UTIL

METAL FENCE WITH

WOODEN POST
8 STEPS
WALK
/ / /

DRINKING FOUNTAIN
/ / / / / /
/ / / / / / / / / / / / /
/ /

WL WL WL WL WL WL
40" TREE

GRANITE CURB
CO
10" TREE
4 STEPS CO
4" TREE

LIFT IN SW
TEL
TRASH ICV 12" TREE
CTV

UTIL UTIL
WM
WV
14" TREE
10" TREE
WV
WV
WV
UTIL
UTIL
WM GAS
3 FIRE VALVES
S
16" TREE
8" 3P TREE
8" & 14"2P TREE
WM

PAC BELL
WM
WV
S
UTIL
TC: 202.97'
FL: 201.97'
INV: 199.87'

BENCH BENCH

FIRE ALARM

ON WALL
11 STEPS
5 STEPS
BENCH
BENCH

BENCH BENCH
TRASH

BENCH BENCH TRASH
20" TREE
10" TREE

BOULDER PATH OUTLINE
12" TREE
40" TREE
6" TREE
8" TREE
28" TREE
2P 6" TREE
6" TREE
4" TREE
6" TREE
-2 ICVs
-HOSE BIB
ELEC
MP 4" TREE
8" TREE
14" OAK
12" TREE
12" TREE
12" TREE 3P 6"
TREE

STONE WALL

3.8'± TALL

WALL LIGHTS AT APPROXIMATELY
EVERY 10 FEET.
4 STEPS
TRASH
5 STEPS 6 STEPS
BENC
2" PVC PIPE

BELOW BRIDGE

AREA LIGHT

BELOW BRIDGE
ELE

ELEC BOX

BELOW BRIDGE
ELE
1" ELE CONDUIT

BELOW BRIDGE
TOG: 193.41'

HANGING FISH ART

ELE ELE ELE ELE ELE
3" PVC PIPE

CONCRETE BRIDGE FOOTING

ELEC CONDUIT

BELOW BRIDGE

AREA LIGHT

WOODEN WALL

ON BRIDGE
ELEC
22" TREE
16" TREE
18" TREE
22" TREE

BIKE RACK
TOG: 197.57'
2 STEPS
9 STEPS
7 STEPS

HANGING ART PIECE

D STONE WALL

VARIED HEIGHT

LAYERED STONE WALL

PLANTER
UTL 2" CONDUIT
40" TREE
WV

HOSE BIB
ELEC

OVERHEAD

TRELLIS OVERHEAD
-EXPOSED 2" CON.
-HOSE BIB
TRASH
8 STEPS
-ELEC BOX
-ELEC OUTLET
-ICV
-AREA LIGHT

1.5" CONDUIT
6" PVC

DRIVEWAY

ART PIECE
EXPOSED 1' CMP

WOODEN RETAINING WALL
10" TREE
40" TREE
20" TREE
36" & 30"
2P TREE
ELEC
UTL
3 ICVs

CONDUIT BOX
ICV
8'± TALL WALL
6" WALL DRAIN
BENCH
2P 6"
TREE
8" TREE

HOSE BIB
WALK
PATIO

DI WEEP

LIFT IN SIDEWALK

WALKWAY
EET

BROAD STREET

27.5' 27.5'
25' 25'
TRASH
FL

CONCRETE MOW STRIP
WALK
DOOR
7 STEPS
.5'± CONCRETE WALL
2'± CONCRETE WALL
8 STEPS
TCD
TCD
TCD
TCD
TCD
TCD
TCD
INV 10"=210.27'
RIM=215.85'
RIM=214.49'
INV 12"=201.57'
INV 8"=196.2'
RIM=202.60'
RIM=206.19'
INV 12" DROP (NE)=198.99'
INV 12" (NE-SW) 8" (SE)=194.54'

MONTEREY STREET
ELEC
6 6
35 12
13 17
7 23
8 (TBR)
(E)
13 18
16 PG&E #248
16 CITY #2216 32
(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
A-2
A-4
A-4
A-2
A-2
A-2
B-4 UNDER STAIRS
A-2,4
B-4,6
B-3
(E)
(E)LIGHTS ON BRIDGE ARE CIRCUIT A-4
B-4,6
A-4
A-4
A-4
15 28
4 25
10 27 26
8 19
11 24
4 5
9 (TBR)
(TBR)
8 22
3 A-7,8,9,10,12,
12,14,15,18,
19,20 29
A-2,4, B-1,3
B-1 B-1
B-3
B-1
B-1
B-1
A-4, B1, B3
(E)
A-2
A-2,4
(E) (E)
21 14
A-6
A-6 A-6 A-6
A-6
A-10
A-9,14,16
30 (E)
A-4
B-4,6
B-1
B-1
B-1
B-1
B-1
B-3
B-3
B-3
B-3
B-1
B-3
B-3
6 A-7,9,11,12,18,19,20 A-10
50A
A-8
(E)
A-7,9,11,12,18,20 B-21/23
B-17
A-4 J
B-4
J
A-4
B-4,6
B-4,6
A-9
A-9
A-9
A-9
A-9
1 2
A-14
A-14
A-14
3 7
31 20

MATCHLINE
33 34
7 36
A-6
A-6
[B-4]
(E)
(TBR)
A-4
A-2
A-8
(E)
A-8
(E)
A-9
A-9
A-7
A-7
A-7

MATCHLINE (
(
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
7 E-006
8 E-006
2 E-007
1 3 E-007
E-007
(TBR)
3 E-008
6 E-006
3 5
E-007
6 E-007
7 E-007
8 E-007
1 E-008
2 E-008
37 37
37 37
37 7
4 E-007 7
(TBR)
(E)
7 7
7 7
7 7
7 (TBR)
38 ED-101
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

2.12.2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
Feb 16, 2024 - 1:58pm - CReyes - K:\ENG\2020\20-8170\20-8170_ED-101~ED-102_ELECTRICAL DEMOLITION SITE PLANS.dwg EXPIRES: 06/30/26 THOMA #20-8170 R
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FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL DEMOLITION SITE PLAN

REFERENCE NOTES

1. EXISTING 50A 120/125V SINGLE PHASE 4W
OUTLETS TO REMAIN.

2. EXISTING POST WITH OUTLET TO REMAIN.3. EXISTING ROUND PULLBOX TO REMAIN.

4. EXISTING ELECTRICAL PULLBOX FOR BRANCH
CIRCUIT TO POLE MOUNTED SECURITY CAMERAS.

5. EXISTING POLE MOUNTED SECURITY CAMERAS TO
REMAIN.

6. EXISTING STEP LIGHTS TO REMAIN.7. EXISTING POST LIGHT TO BE REMOVED AND REPLACE. REFER TO EXISTING SITE POLE IMAGESE-006 THROUGH E-008 REQUIREMENTS. PROVIDENEW FOUNDATION PER DETAIL 5/E-003.

8. EXISTING POST LIGHT TO BE REMOVED (REFER TO
ES-101 FOR LOCATION).

9. DISCONNECT/REMOVE EXISTING LIGHT ON WOOD
POST IN EXISTING PATIO. (TYPICAL OF 4
LOCATION).

10. REMOTE METER PG&E 1009777621 MOUNTED
OUTSIDE BUILDING.

11. EXISTING TELEPHONE PULL BOX TO BE REMOVED.12. EXISTING BRANCH CIRCUIT CONDUIT TO MONUMENT FROM EXISTING POST LIGHT. BRANCH

CIRCUIT WILL NEED TO BE RECONNECTED DUE TO
REMOVAL OF POLE LIGHT.

13. EXISTING SECONDARY PG&E PULL BOX TO BE
REPLACE WITH NEW. PG&E TO VERIFY SIZE.

14. EXISTING AT&T COPPER RISES TO THIS POST.

COORDINATE WITH AT&T TO REMOVE.

15. EXISTING SUB-SURFACE TRANSFORMER T-249.16. EXISTING STREET COBRA LIGHT.17. EXISTING PG&E SECONDARY CONDUIT(S) BETWEEN TRANSFORMER AND PULL BOXES.

18. PROTECT EXISTING CONDUITS IN THIS AREA.19. EXISTING PULL BOX TO REMAIN. RE-USE TO CONNECT NEW POLE MOUNTED LIGHT.

20. EXISTING HOMERUN TO EXISTING DECORATIVE
POST LIGHT. INTERCEPT EXISTING BRANCH
CIRCUIT AND EXTEND TO TEMPORARY PANEL.

21. RE-ROUTE EXISTING BRANCH CIRCUIT CONDUIT

TO RE-POWER EXISTING AND NEW DECORATIVE
POLE LIGHTS.

22. EXISTING PULL BOX TO BE REMOVED.

REMOVE/PULL EXISTING CONDUCTORS FROMNEAREST PULL BOXES ENTERING EXISTING THISPULL BOX. FIELD INTERCEPT EXISTING BRANCH

CIRCUIT CONDUITS AND EXTEND CONDUITS AND

BRANCH CIRCUITS TO NEW PULL BOX LOCATION
SHOWN ON SHEET ES-101. PRIOR TO REMOVING,
LABEL EACH WIRING WITH BRANCH CIRCUITNUMBERS FROM EXISTING PANEL. EXTEND NEWBRANCH CIRCUIT TO TEMPORARY PANELBOARD.

23. EXISTING ELECTRICAL PULL BOX LABEL AS WATER

VALVE TO BE REPLACE WITH NEW CONCRETE
PULL BOX. INTERCEPT EXISTING BRANCH
CIRCUITS AND EXTEND TO TEMPORARY PANEL.

24. EXISTING BRANCH CIRCUITS. VERIFY EXACT

ROUTING, INTERCEPT EXISTING HOMERUN TORESTROOM BUILDING, AND EXTEND TO TEMPORARY PANEL.

25. REMOVE AND DISCONNECT EXISTING ELECTRICAL
PULL BOX.

26. DISCONNECT AND REMOVE EXISTING 200AMP
PANELBOARD WITH (2)100AMP FEED BREAKER TOFEED EXISTING PANEL "A" AND PANEL "B".

27. COORDINATE WITH PG&E TO REMOVE EXISTING
SECONDARY SERVICE CONDUITS.

28. DISCONNECT / REMOVE ALL LIGHTS, PLUGS, AND
ANY POWER IN BATHROOM. COORDINATE WITH

OWNER IF ANY EQUIPMENT IN THE EQUIPMENT
ROOM WILL NEED TO BE SALVAGED. COORDINATE

WITH LANDSCAPE ARCHITECT FOR LOCATION OF
EXISTING IRRIGATION SYSTEM. MUST BE
CONNECTED TO TEMPORARY POWER DURINGCONSTRUCTION.

29. EXISTING PANEL AND CIRCUITS IN THE ADOBE
ROOM TO BE REMAIN. REFER TO NOTE 22 FOREXISTING HOMERUN BRANCH CIRCUITS.

30. EXISTING OUTLET TO BE REMOVED.31. EXISTING SITE LIGHTING PULL BOX TO REMAIN.32. EXISTING AT&T PULL BOX TO REMAIN.33. FIELD LOCATED EXACT LOCATION OF EXISTING BRANCH CIRCUIT UNDERGROUND IN THIS AREA.

INTERCEPT EXISTING BRANCH CIRCUITS AND
EXTEND TO NEW PULL BOX SHOWN ON ES-101.

34. FIELD LOCATE ROUTING OF HOME RUN TO
EXISTING PULL BOX (NOTE 22)

35. THIS LIGHT WILL NOT BE IN OPERATION WHEN
RESTROOM WILL BEING BUILT.

36. EXISTING ELECTRICAL PULL BOX TO BE
RELOCATED PER ELECTRICAL PLAN. FIELD VERIFY

WHAT THE EXISTING BRANCH CIRCUIT IS FEEDING
AND INFORM ENGINEER.

37. VERIFY BRANCH CIRCUIT TO THIS EXISTING POLE.

MARK PANEL AND CIRCUIT NUMBER PRIOR TODEMOLITION OF RESTROOM BUILDING.

38. EXISTING AT&T CONDUIT WITH TELEPHONE DROP
TO BE ABANDONED.

NORTH
SCALE:

ELECTRICAL DEMOLITION SITE PLAN
1"=20'
PANEL "A"
PANEL "B"
SEE SHEET ED-102

FOR CONTINUATION
SHEET ED-101
SEE SHEET ED-102

FOR CONTINUATION
02/21/2024

MISSION PLAZA ENHANCEMENTS

05.14.2024

Page 962 of 1531 ends

SS SS

SS SS SS SS SS

SS SS SS SS
SLB
GM
26" TREE
22" TREE
20" TREE
6",10",12" TREES
24" TREE
48" TREE
26" TREE
12" TREE
20" TREE
24" TREE
16" TREE
8" PINE
WV
WV
WV
WV
106
208.3P
72 M YLLW 2IN PLU
106
20 4
8 P
.57 M YLLW 2IN PLU
106
20 5

8.66 PM YL W2INPLA T
106208
6 PM
.75YLLW2INPLA T
1304
214.93 PM NG
1305
214 PM
.82 NG
ICV
BENCH

BENCH BENCH BENCH
/ / / / / / / / /
7 STEPS
4 STEPS 4 STEPS 4 STEPS 4 STEPS
TRASH

CONCRETE

PILLARS

ELEC ICV WEIR
BENCH
TSB
TRASH
/ / / / / /
S
PGE
PGE
TSB

ICV ELEC

TRAIL SIGN
12" TREE
4P 4" TREE
18" TREE

FLAG POLE
12 STEPS

TRELLIS OVERHEAD
TRASH
ICV
1'± TALL PLANTER
TEL

GAS GAS GAS

MISSION SIGN

UTIL VLTS BOLLARD LID
-ELEC CONDUIT-HOSE BIB
BENCH

BENCH BENCH
BENCH

SIGN WITH NATIVE

FISH INFO
REE
18" TREE
TOG: 204.68'
INV: 203.58'
RAIL ON STONE WALL .5± TALL
7 STEPS
TRASH
ELEC

TRELLIS OVERHEAD
8 STEPS

BUILDING

OVERHEAD

EXPOSEDFOOTING
-ELEC BOX
-ELEC OUTLET
-ICV
-AREA LIGHT
DUIT
UTIL
6" PVC
1' CMP
1'± TALL PLANTER
8'± TALL WALL

CHORRO STREET

MONTEREY STREET
25' 25'
25' 25'
25' 25' 25'
25' 35'

BIKE RACK
TRASH
WALL
PLAQUE

FOUNTAIN
PED
8 STEPS
TS
T
SSMH RIM=207.92'
INV 8"=202.59
(E)
A-9
A-9

MATCHLINE
12 7
19 18
2 13
11 10
9 8
12 1
5 4
3 2
1 A-9
A-9
-7
A-9 A-7
A-7

MATCHLINE
A-9 A-11
A-18/20
A-9
(E)
14 15
A-9
A-9 A-12
16 (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
E)
1 E-006
2 E-006
4 E-006
3 E-006
5 E-006
1 11
ED-102
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

TS O E AT
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IS GER
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T R I C

LI F CA
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NA

FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL DEMOLITION SITE PLAN

REFERENCE NOTES
NORTH
SCALE:

ELECTRICAL DEMOLITION SITE PLAN
1"=20'

1. EXISTING POST LIGHT TO BE REPLACE WITH NEW. REFER TO IMAGE FOR REQUIREMENTS.

2. EXISTING RECEPTACLE PEDESTAL TO REMAIN. VERIFY EXACT LOCATION.

3. EXISTING PUMP IS THE SAME CIRCUIT AS THE RECEPTACLE CKT 11.

4. EXISTING FOUNTAIN TO REMAIN.

5. (E)1"BRANCH CIRCUIT CONDUIT PER AS-BUILT.

6. EXISTING OUTLET PEDESTAL TO REMAIN WITH DEDICATED CIRCUIT FROM PANEL "D".

VERIFY EXACT LOCATION.

7. ORIGINALLY CIRCUITED TO CIRCUIT A-7. RE-CIRCUIT TO EXISTING LIGHTING CIRCUIT A-9.

8. EXISTING PULL BOXES FROM PANEL "D".9. (E)METER/PANEL "D".

10. (E)SECURITY CAMERA MOUNTED ON POLE IN THIS LANDSCAPE AREA.11. EXISTING 1-1/4"C BRANCH CIRCUIT CONDUIT PER AS-BUILT.12. (E) OUTLET PEDESTAL WITH DEDICATED CIRCUIT FROM PANEL "D".13. ORIGINALLY CIRCUITED TO CIRCUIT A-12. RE-CIRCUIT TO LIGHTING CIRCUIT A-9.14. EXISTING STEP LIGHT TO REMAIN. ORIGINALLY CIRCUITED TO A-11. RE-CIRCUIT TO EXISTING LIGHTING CIRCUIT A-9.

15. (E)1-1/2"BRANCH CIRCUIT CONDUIT PER AS-BUILT.16. EXISTING LIGHT AT STAIRS TO REMAIN. (TYPICAL)17. EXISTING RECEPTACLE PEDESTAL. VERIFY EXACT LOCATION.18. EXISTING STEP LIGHT TO REMAIN.19. EXISTING PULL BOX TO REMAIN.

SHEET ED-102
SEE SHEET ED-101

FOR CONTINUATION
SEE SHEET ED-101

FOR CONTINUATION
02/21/2024

MISSION PLAZA ENHANCEMENTS

05.14.2024

Page 963 of 1531 ends

MONTEREY ST.

MURRAY
ADOBE

ROW ROW

W W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
24" OLIVE
18" TREE
4" TREE
26" T
WV
WV
WV
WV
18" TREE
2P 18" TREE
10" OAK
8" TREE
26" EUK
16" TREE
36" TREE
28" TREE
WL WL
ENCH
14" OAK
12" TREE
12" TREE
12" TREE
1 2
3A
6 6
17 9
3A
3A
SP
18 (E)

LIMIT OF WORK
27 13
-
EK-101
-
ER-101

RESTROOM

BUILDING

KIOSK BUILDING
8 16
19 37
3A
24 23
25 "M/M"
"PR"
"LCP"
"PK"
1 E-003
1 E-003
10 26
31 3B
14 14

LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV

LV LV LV LV
28 28

SG SG SG SG
SP
4 SP
SG SG
SG SG

SG SG SG SG
CP
21 20

LV LV LV
LV LV
LV LV

LV LV LV LV LV LV LV LV LV
LV

LV LV LV
LV

LV LV LV

LV LV LV LV LV
V

LV LV LV
LV

LV LV LV LV LV LV

LV LV LV LV

LV LV LV LV LV

LV LV LV LV LV LV

LV LV LV LV

LV LV LV

LV LV LV LV

LV LV LV
E3
C2
22 LV LV

LV LV LV LV LV LV LV LV LV LV LV LV LV LV
LV

LV LV LV LV LV LV LV LV LV LV LV LV LV LV
C1
E3 C1
E3
C4 E1 29 E2
E3
E1
E1 E1
27 SP
5 5
(2)2"C.
7 38
6 30
32 33
33 LV

LV LV LV
1134
35 E1
32,34
[A-6]
MR-16,18
12 3
3 MR-3,9,10,13A,13B
10 13A 13B
32,34
32,34
32,34
MR-32 [A-6]
MR-32 [A-6]
4#10+ GND
4#10+GND
4#10+GND
2#10+10CU GND
2#10+GND
[B-4,6]
6#10+10CU GND
(E)2"C WITH (E)2#10+10CU GND AND (N)4#10
MR-15,17,18,20,26,28,30
10 4#10+GND
[A-2,4, B-1,3,4,6]
[A-7,8,9,10,11,12,14,16][A-18,20,B-21,23]
(1)2"C (PVC40)-16#8+ GND
(1)2"C (PVC40)-2#6,2#8+GND
MR-36/38,40/42
MR-10,35,37
31 MR-12,27,29,31,33,35,37,12
10#8+8GND
16#8+GND
10 MR-10
2#10+GND
LV
2#10+GND
&DMX
MR-12
(2)2"C(PVC40)
12 36
C
28 A A
6 B
28 B
28 3#8+GND
(1)1"C(PVC40)
MR-39/41
MR-23/25
3#8+GND
(1)1"C(PVC40)
MR-19/21,14/16
(1)1"C(PVC40)(6)#10 THWN
AND (1)#10
CU GND.
9 2#10+GND
2#10+GND 2#10+GND
4#10+GND
E3
3 3
2#10+GND
2#10+GND
14 14
V
V
V
V

LV LV LV
LV LV

LV LV LV

LV LV LV
LV

LV LV LV

LV LV LV
LV
LV
LV LV
V
LV
LV LV
4 LC503

TYPICAL FOR ALL
"SG" FIXTURES
39 40
C3
(E)AT&T BOX
41 41
E4
E2
(TBR)
E5
E4
3940
C4
C4
ES-101
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

2.12.2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
Feb 16, 2024 - 1:58pm - CReyes - K:\ENG\2020\20-8170\20-8170_ES-101_ELECTRICAL SITE PLAN.dwgEXPIRES: 06/30/26 THOMA #20-8170 R
A
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M T A. E
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NO. 10757
E L

TS O E AT
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T R I C

LI F CA
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NA

FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL SITE PLAN
NORTH
SCALE:

ELECTRICAL SITE PLAN
1/8"=1'-0"

REFERENCE NOTES

1. EXISTING CITY COMMUNICATION MANHOLE PER CITY STANDARD 9030. FIELD VERIFY EXACT LOCATION.

2. STUB 1-2" FIBER CONDUIT WITH NEW FIBER PER SPECIFICATION AND PULL STRING INTO MANHOLE. INSTALL PER CITY STANDARD 6035.

3. NEW POLE LIGHT WITH NEW 11"X17" PULL BOX. (SEE DETAIL 22/E-005) A. PROVIDE SEPARATE CIRCUIT FOR POLE MOUNTED RECEPTACLE.

B. SHARE CIRCUIT WITH POLE MOUNTED RECEPTACLE.

4. RECONNECT EXISTING POWER AT ART SCULPTURE. REMOVE CONDUCTORS FROM EXISTING POWER AT ART

SCULPTURE, INTERCEPT EXISTING BRANCH CIRCUIT CONDUIT AND EXTEND TO NEW PULL BOX AT NEW STREET LIGHT WITH NEW BRANCH CIRCUIT WIRING.

5. NEW 20' GREEN POLE FOR CAMERA BY CITY POLICE. 24" X 24" X 48" DEEP CONCRETE BASE.6. PROVIDE NEW 2" CONDUIT (UON) TO CAMERA POLE FOR FIBER CABLE PER CITY STANDARD 6035. PROVIDE NEW FIBER CABLE PER SPECIFICATION.

7. INTERCEPT EXISTING 2" BRANCH CIRCUIT CONDUIT AND EXTEND TO NEW PULL BOX ADJACENT TO TEMPORARY POWER.

8. FLUSH MOUNTED TERMINAL CABINET AND 2" FIBER CONDUITS FOR KIOSK. INSTALL CONDUIT PER CITY STANDARD 6035.

9. PANEL AND FEEDER TO KIOSK FROM PANEL "FR".

10. (3)2"C HOME RUN BRANCH CIRCUIT CONDUIT TO PANEL "FR" INTERCEPT AND EXTEND ALL EXISTING BRANCH CIRCUIT WHEN NEW METER SERVICE AND BREAKERS ARE INSTALL IN THE NEW RESTROOM.

11. EXISTING PG&E BOX TO BE REPLACE WITH NEW #3 SECONDARY PULL BOX PER PG&E REQUIREMENTS. PROVIDE PAVER PULL BOX PER WUNDERCOVERS OR APPROVED EQUAL. (ESTIMATE 24"X36" COVER).

12. NEW PG&E 5" SECONDARY SERVICE CONDUIT. TRENCH PER PG&E REQUIREMENTS.13. PROVIDE 4FT LONG STRUCTURE FOR TEMPORARY 200AMP METER SERVICE (PER PG&E GREEN BOOK 0635374).

PROVIDE 200AMP METER/MAIN WITH BYPASS SECTION AND NEW 200AMP, 120/240V SINGLE PHASE, 42 AMP SPACE, NEMA 3R. REFER TO TEMP PANEL SCHEDULE ON SHEET E-005 DETAIL 25. RECONNECT ALL SITE BRANCHCIRCUIT AND IRRIGATION CONTROLLER (LOCATED BEHIND BACKBOARD PER IRRIGATION PLANS). PROVIDE LIGHTING RELAY CABINET WITH PHOTOCELL WITH 2-HOUR BY-PASS SWITCH TO TURN ON EXTERIORRECEPTACLES AND EXTERIOR LIGHTS THROUGH PHOTOCELL DURING RESTROOM CONSTRUCTION. FURNISHED ALL RELAY/CONTACTOR FOR A COMPLETE WORKING SYSTEM. NOTE: CONTRACTOR MUST PROVIDE TEMPORARY POWER FIRST FOR EXISTING LIGHTS AND LIGHTS TO REMAIN BEFORE DEMOLITION OF EXISTING RESTROOM.

14. ADD GFCI WET RATED DUPLEX OUTLET WITH LOCKABLE METAL WHILE -IN-USE COVER AT POLE FOR OWNER FURNISHED STRING LIGHTS. CONNECT TO "LCP". REFER TO POLE WITH LANDSCAPE CONSTRUCTION DRAWINGSLC504 DETAIL 4.

15. (E) RECEPTACLE IN THIS AREA. PROVIDE NEW 6" ROUND PULL BOX. SPLICE EXISTING BRANCH CIRCUIT BELOW PULL BOX. PROVIDE PAVER COVER PULL BOX BY WUNDERCOVER OR APPROVED EQUAL. FIELD VERIFY EXACTLOCATION.

16. NEW PULL BOX, FIELD LOCATE EXISTING CONDUITS, INTERCEPT AND EXTEND ALL BRANCH CIRCUIT FROM EXISTING LOCATION TO TEMPORARY PANELBOARD. REFER TO NOTE 22/ED-101.

17. (E) EXISTING 20' CAMERA POLE. PROVIDE NEW WET RATED DUPLEX OUTLET WITH WHILE IN-USE METAL COVER OUTLET IN EXISTING POLE ABOVE EXISTING CAMERA. REFER TO DETAIL 1/E-003 FOR REQUIREMENTS.CONTRACTOR TO INSTALL 1/2" ENT INSIDE POLE FOR BRANCH CIRCUIT WIRING.

18. INTERCEPT (E) EXISTING BRANCH CIRCUIT CONDUIT AS SHOWN ON DEMOLITION SITE PLAN. WE ARE UNSURE HOW THIS IS ROUTED TO EXISTING RESTROOM. INTERCEPT EXISTING BRANCH CIRCUIT AND EXTEND TO EXISTINGPULL BOX. EXTEND BRANCH CIRCUIT TO TEMPORARY POWER PANEL WHILE RESTROOM IS BEING INSTALLED.

19. NEW CONDUITS FOR NEW BRANCH CIRCUITS. INTERCEPT EXISTING BRANCH CIRCUIT AT PULL BOX AND EXTEND NEW BRANCH CIRCUIT WIRING TO TEMPORARY PANEL WHILE RESTROOM IS BEING INSTALLED.

20. PULL BOX FOR IN-GRADE POWER AND CONTROL WIRING FOR FIXTURE TYPE "SG".21. 1"CONDUIT (PVC40) WITH 120V BRANCH CIRCUIT AND 300V DMX CONTROL WIRING CONDUIT FOR FIXTURE TYPE "SG" PER MANUFACTURER REQUIREMENTS. REFER TO DIAGRAM. PROVIDE 120V AND DMX TO EACH POWERSUPPLY. DAISY CHAIN DMX.

22. FIXTURE TYPE "SG" PROGRAMMABLE CONTROLLER. MOUNT ADJACENT TO LIGHT SWITCH.23. DATA CABINET FOR FIBER TERMINATION.24. NEW PG&E APPROVED COMMERCIAL RATED 400AMP SERVICE WITH (2)200AMP METER/MAIN ENCLOSURE, "M/M".

REFER TO SINGLE LINE DIAGRAM.

25. PANEL BOARD AND LIGHTING CONTROL PANEL AT RESTROOM CHASE.26. EXISTING PG&E SECONDARY CONDUIT (ASSUMED STREET LIGHT).27. INTERCEPT EXISTING BRANCH CIRCUIT CONDUIT, PLACE NEW PULL BOX, AND EXTEND NEW BRANCH CIRCUIT TO EXISTING POLE LIGHTS AS SHOWN ON DEMOLITION PLAN. EXTEND TO NEW PULL BOX.

28. LOCKABLE RECEPTACLE PLUG BOX. FIELD VERIFY EXACT LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN. REFER TO DETAIL 20/E-005.

29. CONNECT TO NEW ART KIOSK MONITOR. COORDINATE WITH MANUFACTURER FOR INSTALLATION REQUIREMENTS. PROVIDE 120V CONNECTION AND (1)CITY FIBER FROM DATA CABINET IN RESTROOM BUILDING TERMINATE FIBER TO CAT6 CONVERTER AT KIOSK AND TERMINATE CAT6 CABLE PER KIOSK MANUFACTURER REQUIREMENTS.

30. EXISTING BRANCH CIRCUITS IN THE ADOBE ALL HOME RUN TO EXISTING PULL BOX SHOWN ON NOTE 16.31. PROVIDE NEW PULL BOX TO REPLACE WATER VALVE COVER. INTERCEPT EXISTING BRANCH CIRCUIT TO EXISTING

LIGHTS AS SHOWN ON DEMOLITION PLAN AND EXTEND NEW BRANCH CIRCUITS TO TEMPORARY POWER PANEL VIA PULL BOX WHILE NEW RESTROOM IS BEING INSTALLED.

32. PROVIDE NEW BRANCH CIRCUIT SO EXISTING POLE LIGHTS AND THE ART LIGHTS WILL BE IN OPERATION WHEN NEW RESTROOM IS UNDER CONSTRUCTION.

33. 20AWG 8 CONDUCTOR DIRECT BURIAL LEAD CABLE WITH DISCONNECT TO CONNECT FROM DRIVER TO FIXTURE.

INSTALL 3
4"C (PVC 40) UNDER CONCRETE OR PAVERS BUT AT LANDSCAPE AREA CAN BE DIRECT BURIAL. (1) PER FIXTURE.

34. REPLACE EXISTING ELECTRICAL PULL BOX AND RELOCATE TO NEW PAVER AREA. FIELD VERIFY WHAT THE EXISTING BRANCH CIRCUIT IS FEEDING AND INFORM ENGINEER.

35. NEW TELEPHONE BOX PER AT&T REQUIREMENTS. VERIFY EXACT LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN.

36. INSTALL 2"C BETWEEN TEMPORARY 200AMP NEMA3R LOAD CENTER AND PG&E SECONDARY PULL BOX. PROVIDE WITH (3)#3/0 THWN AND (1)#6 CU GROUND. COORDINATE WITH PG&E. PG&E WILL SPLICE A SECONDARY PULL BOX.

37. EXISTING SECONDARY CONDUIT TO EXISTING SUB-SURFACE TRANSFORMER T-249 TO REMAIN.38. INSTALL 2" (PVC 40) SPARE CONDUIT AND STUB TO EXISTING PULL BOX. SPARE CONDUIT WILL BE FOR FUTURE ADOBE RENOVATION.

39. PROVIDE PULL BOX FOR FUTURE POWER CONNECTION. PROVIDE (2)2"CONDUIT TO PANEL "PR" WITH PULL STRINGS.

40. PROVIDE PULL BOX FOR FUTURE SIGNAL CONNECTION. STUB 2"CONDUIT WITH PULL STRING TO RESTROOM BUILDING PLUMBING SHAFT. LABEL CONDUIT STUBS.

41. PROVIDE NEW 2"CONDUIT (PVC 40) WITH PULL STRING PER AT&T

REQUIREMENTS BETWEEN EXISTING AT&T VAULT TO KIOSK BUILDING TERMINAL CABINET.

PULL BOX LEGEND
C1C2
E1
E2E3
V
11"X17"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "SIGNAL"24"X36"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "SIGNAL" 17"X30"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL"

16.5"X9.5" X12" IP68 WET-LISTED DIRECT BURIAL VAULT HOUSING FOR REMOTE POWER SUPPLY. (Q-TRAN #Q-VAULT-5 [PLATE COVER
OPTION]-[RING OPTION]) OR APPROVED EQUAL OPTIONS SELECTED BY LANDSCAPE ARCHITECT.

NOTE: FIELD VERIFY EXACT LOCATION OF EACH PULL BOXES SHOWN ON PLAN

WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN
FIBER OPTIC CONDUIT BEND MUST HAVE A MINIMUM RADIUS OF 36" 17"X30"X24" PAVER PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL" (WUNDERCOVERS OR EQUAL)
11"X17"X24" PAVER PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL" (WUNDERCOVERS OR EQUAL)
E4 17"X30"X24" PAVER PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL" C3
E5 11"X17"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL" 17"X30"X24" PAVER PULL BOX FLUSH IN GRADE. LABEL LID "AT&T" (WUNDERCOVERS OR EQUAL)
C4 17"X30"X24" CONCRETE PULL BOX FLUSH IN GRADE. LABEL LID "SIGNAL" POWER CUT-OVER SEQUENCE OF OPERATIONS:ELECTRICAL CONTACT TO CONTACT PG&E INSPECTOR TO ARRANGE APRE-CONSTRUCTION MEETING (805-546-5247). INSTALL THE TEMP PANEL

AND BACKBOARD, INTERCEPT ALL EXISTING BRANCH CIRCUITS, EXTEND TO TEMPORARY PANELBOARD, AND RUN FEEDER CONDUIT TO NEWSECONDARY PULL BOX. COORDINATE WITH PG&E FOR CUT-OVER TO

DISCONNECT THE EXISTING SERVICE AT EXISTING RESTROOM AND PG&E TO SPLICE THE NEW CABLES TO POWER THE TEMP PANEL. PROVIDE

METHOD OF PROCEDURE (MOP) FOR EXECUTION OF MEANS AND METHODS

IMPLEMNTATION FOR CITY/ARCHITECT/ENGINEER TO REVIEW AND APPROVAL PRIOR TO START OF WORK.
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1 EK-101
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

2.12.2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
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NO. 10757
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T LLE I
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LI F CA
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HOMNA
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RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
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ELECTRICAL KIOSK FLOOR PLANS

REFERENCE NOTES

1. PROVIDE 24 HOUR PROGRAMMABLE TIMER FOR EXTERIOR LIGHTING CONTROLLERS (LEVITON #021-VPT24-1P2 OR APPROVED EQUAL.)

2. PROVIDE 4S BOX, RING, COVER PLATE AND 3/4" C.O. (EMT)(OVERHEAD TO TERMINAL CABINET FOR FUTURE DATA BY TENANT.

3. PROVIDE 4S BOX, RING, COVER PLATE AND 3/4" C.O. (PVC 40) (U.G.) TO PANEL FOR FUTURE USE.

4. NEW LOAD CENTER PROVIDE PER PANEL SCHEDULE ON THIS SHEET.

5. PROVIDE FLUSH MOUNTED CABINET WITH FOR AT&T AND CITY FIBER, 14"W X 4"D X 18"H.
2 KIOSK POWER/SIGNAL PLAN
SCALE: 1/4"=1'0"
1 KIOSK LIGHTING PLAN
SCALE: 1/4"=1'0"
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A
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J
LCP
J J

WATER HEATER
7 PANELBOARD, "MR"
METER/MAIN, "M/M"
1 64 "LCP"
+42"
+42"
2 J
2 J
J
GFI
+48"
4 FIXTURE TYPE 'SG" PROGRAMMABLE CONTROLLER, DMX INTERFACE. (6.3" WX 3.6"H

1.8"D)
MR-5A,5B
J
J
8 6
6 GFI
+42"
4 8
MR-4,6,8
MR-2
MR-7A,7B
5A5B

RESTROOM
102
P. CHASE
103

RESTROOM
101
7A7B
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SKYLIGHT SKYLIGHT
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LCP
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RESTROOM
102
P. CHASE
103

RESTROOM
101
ER-101
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

2.12.2024
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NO. 10757
E L TS
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T LLE I
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HOMNA
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RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ

ELECTRICAL RESTROOM FLOOR PLANS

REFERENCE NOTES

1. CONNECT TO WATER HEATER PER PLUMBING PLANS.

2. CONNECT TO ELECTRIC HAND DRYER VERIFY EXACT LOCATION TO ARCHITECTURAL PLANS PRIOR TO ROUGH-IN.

3. CONNECTION TO FIXTURE TYPE SG CONTROLLER.

4. PROVIDE CONNECTION TO LIGHTING CONTROL PANEL ROUTE ALL EXTERIOR LIGHTS AND OUTLETS PER SCHEDULE.

5. ROUTE THROUGH "LCP".

6. CONNECT TO IRRIGATION CONTROL. VERIFY EXACT LOCATION WITH LANDSCAPE CONSTRUCTION PLANS PRIOR TO ROUGH-IN.

7. PROVIDE BLACK FINISH 26U WALL MOUNTED DATA CABINET WITH TEMPERED GLASS DOOR STYLE (CHATSWORTH 48"HX24"WX30"D
CUBE-iT CABINET #12419-748 OR APPROVED EQUAL). FURNISH WITHSTANDARD FAN AND FILTER KIT (#40972-001), VERTICAL CABLINGSECTION (2)11U #40970-711 AND (1)4U #4097-704. REFER TO DETAIL 6/E-003 FOR ADDITIONAL INFORMATION.
2 RESTROOM POWER/SIGNAL PLAN
SCALE: 1/4"=1'0"
1 RESTROOM LIGHTING PLAN
SCALE: 1/4"=1'0"
OS
PC
OS

LINE VOLTAGE CEILING MOUNT MOTION SENSOR, DUAL

TECHNOLOGY (PIR/MICROPHONICS) (SENSOR SWITCH
CMR PDT 10 CM COVER)

LINE VOLTAGE CEILING MOUNT MOTION SENSOR, DUAL

TECHNOLOGY (PIR/MICROPHONICS) WITH PHOTOCELL
WITH DIMMING (SENSOR SWITCH #CMR PDT 10 ADC CM
COVER
NOTE: THE INTERIOR RESTROOM LIGHTS SHALL NOT
TURN COMPLETELY OFF. SET OCCUPANCY SENSOR TO
DIM DOWN AT 20-50% WHEN SPACE IS UNOCCUPIED.
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ET24101
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

2.12.2024
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A
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A

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RO P D
NA

FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
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ENERGY COMPLIANCE DOC. - INTERIOR LIGHTING (RESTROOM) 10.18.2022 02/21/2024

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ET24102
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

AS NOTED

TS O E AT
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LI F CA
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N
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RO P D
NA

FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ
ENERGY COMPLIANCE DOC. - INTERIOR LIGHTING (KIOSK) 10.18.2022 02/21/2024

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05.14.2024

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CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

CONSTRUCTION DOCUMENTS

AS NOTED
APRIL 24, 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
689 Tank Farm Rd., Ste 240SLO, CA 93401BMA JOB# 22203.00OFF: (805) 544-4269 BMA Mechanical +
M 33,682

BRANDON RODGERS

MECHA NICA L
EXP 6/30/25
R

EGISTEREDPROFESSIONALENGINEE
R

ST A T E OF CA LIFORNIA
P1.0

PROJECT TEAM LIST

PLUMBING ABBREVIATIONS

WATER HEATER SCHEDULE PLUMBING LEGEND

PLUMBING FIXTURE SCHEDULE

PLUMBING GENERAL NOTES
xxxxxxxx

SERVICE WATER HEATING STANDARDS AND CODE MEASURES

UTILITY SIZING

PLUMBING NOTES, SCHEDULES,

LEGEND & ABBREVIATIONS
CSCS
ITM
CS
02/21/2024

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CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

CONSTRUCTION DOCUMENTS

AS NOTED
APRIL 24, 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
689 Tank Farm Rd., Ste 240SLO, CA 93401BMA JOB# 22203.00OFF: (805) 544-4269 BMA Mechanical +
M 33,682

BRANDON RODGERS

MECHA NICA L
EXP 6/30/25
R

EGISTEREDPROFESSIONALENGINEE
R

ST A T E OF CA LIFORNIA
P2.0

PLUMBING

DETAILS

GREASE INTERCEPTOR A

BUILDING WATER SUPPLY

CLEANOUT TO GRADEFLOOR CLEANOUTWALL CLEANOUT

FLOOR SINK / DRAIN TRAP PRIMER

VALVE IN YARD BOX
WH-1 1
23 456
789
CSCS
ITM
CS
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P3.0
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

CONSTRUCTION DOCUMENTS

AS NOTED
APRIL 24, 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
689 Tank Farm Rd., Ste 240SLO, CA 93401BMA JOB# 22203.00OFF: (805) 544-4269 BMA Mechanical +
M 33,682

BRANDON RODGERS

MECHA NICA L
EXP 6/30/25
R

EGISTEREDPROFESSIONALENGINEE
R

ST A T E OF CA LIFORN REFERENCE NOTES GENERAL NOTES IA
PLUMBING FLOOR PLANS (RESTROOMS) - WASTE & WATERSCALE: 1/4" = 1' - 0"

HOT & COLD WATER WASTE & VENT
CSCS
ITM
CS

PLUMBING FLOOR PLANS
(RESTROOMS) WASTE & WATER
02/21/2024

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22 44
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A A
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P3.1
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

MISSION PLAZA RESTROOM & KIOSK

CONSTRUCTION DOCUMENTS

AS NOTED
APRIL 24, 2023
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
689 Tank Farm Rd., Ste 240SLO, CA 93401BMA JOB# 22203.00OFF: (805) 544-4269 BMA Mechanical +
M 33,682

BRANDON RODGERS

MECHA NICA L
EXP 6/30/25
R

EGISTEREDPROFESSIONALENGINEE
R

ST A T E OF CA LIFORN REFERENCE NOTES GENERAL NOTES IA
PLUMBING FLOOR PLANS (KIOSK) - WASTE & WATERSCALE: 1/4" = 1' - 0"

COLD WATER WASTE & VENT

PLUMBING FLOOR PLANS
(KIOSK) WASTE & WATER
CSCS
ITM
CS
02/21/2024

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05.14.2024

Page 972 of 1531 ends

SPECIAL PROVISIONS
FOR

CITY OF SAN LUIS OBISPO
Mission Plaza Enhancements
Specification No. 91439-01
August 2024

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200

Page 973 of 1531 ends

Mission Plaza Enhancements
Specification No. 91439-01
Approval Date June 20, 2023
NSED
A
RCHI
STATE
OF
C

ALIFORNIA

KATHRYN
A
N
NE
HICKS
C-38079
02 - 28 - 2021

RENEWAL
DATE
2025 ARCHITECT OF RECORD CIVIL ENGINEER OF RECORD
MECHANICAL ENGINEER OF RECORD STRUCTURAL ENGINEER OF RECORD ELECTRICAL ENGINEER OF RECORD LANDSCAPE ARCHITECT OF RECORD 7.12.23 EXPIRES: 06/30/26 THOMA #20-8170 R A
E
M
T
A.

E
C
F NO. 10757 E L
TS
O
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IS GER
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IA OR
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C
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D
NA
FES
SIO
L BMA JOB# 22203.00 M 33,682
BRANDO
N
R
ODGERS
MECHA NICA L EXP 6/30/25

REGISTEREDPROFESSIONALENGINEER

ST A T E

OF CA LIFORNIA

Page 974 of 1531 ends

TABLE OF CONTENTS
NOTICE TO BIDDERS..................................................................................................... I BID SUBMISSION ......................................................................................................................................I BID DOCUMENTS ....................................................................................................................................II PROJECT INFORMATION........................................................................................................................II QUALIFICATIONS....................................................................................................................................III AWARD .....................................................................................................................................................V ACCOMMODATION..................................................................................................................................V BID FORMS ....................................................................................................................A BID ITEM LIST FOR..................................................................................................................................A LIST OF SUBCONTRACTORS.................................................................................................................E PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT...............................................................F PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE..........................................................F PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ..................................................................F LABOR CODE SECTION 1725.5 STATEMENTS ....................................................................................F NON-COLLUSION DECLARATION......................................................................................................... H BIDDER ACKNOWLEDGEMENTS............................................................................................................I QUALIFICATIONS..................................................................................................................................... J SPECIAL PROVISIONS.................................................................................................. 1 DIVISION I GENERAL PROVISIONS.......................................................................................................1 1 GENERAL...........................................................................................................................................1 3 CONTRACT AWARD AND EXECUTION...........................................................................................1 4 SCOPE OF WORK .............................................................................................................................2 5 CONTROL OF WORK ........................................................................................................................2 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC .......................................................4 8 PROSECUTION AND PROGRESS ...................................................................................................4 9 PAYMENT...........................................................................................................................................5 DIVISION II GENERAL CONSTRUCTION ...............................................................................................7 13 WATER POLLUTION CONTROL.....................................................................................................7 14 ENVIRONMENTAL STEWARDSHIP ...............................................................................................8 15 EXISTING FACILITIES.....................................................................................................................8 DIVISION III EARTHWORK AND LANDSCAPE.......................................................................................9 20 LANDSCAPE AND IRRIGATION .....................................................................................................9 DIVISION V SURFACINGS AND PAVEMENTS.....................................................................................16 39 ASPHALT CONCRETE ..................................................................................................................17 DIVISION VIII MISCELLANEOUS CONSTRUCTION ............................................................................17 73 CONCRETE CURBS AND SIDEWALKS .......................................................................................17

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DIVISION IX TRAFFIC CONTROL DEVICES.........................................................................................17 84 MARKINGS.....................................................................................................................................17 DIVISION X ELECTICAL WORK ............................................................................................................18 86 ELECTRICAL SYSTEMS ...............................................................................................................18 DIVISION XII BUILDING CONSTRUCTION ...........................................................................................18 99 BUILDING CONSTRUCTION.........................................................................................................18 DIVISION XIII APPENDICES ..................................................................................................................18 APPENDIX A - FORM OF AGREEMENT .........................................................................

APPENDIX B – SUPPLEMENTAL TECHNICAL SPECIFICATIONS ................................

APPENDIX C – CITY COMMUNICATIONS CABLING SPECIFICATIONS.......................

APPENDIX D – MURRAY ADOBE RECOMMENDATIONS .............................................

APPENDIX E – ARCHEOLOGICAL MONITORING PLAN ...............................................

APPENDIX F – PG&E HANDOUT PACKAGE..................................................................

APPENDIX G – ASBESTOS TESTING REPORT.............................................................

APPENDIX H – LEAD TESTING REPORT.......................................................................

APPENDIX I – GEOTECHNICAL ENGINEERING REPORT............................................

APPENDIX J – CONSTRUCTION STAGING PLAN .........................................................

APPENDIX K – PHOTOS OF EXISTING RESTROOM CHASE.......................................

Page 976 of 1531 ends

NOTICE TO BIDDERS
i

NOTICE TO BIDDERS

BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works Administration Office located at 919 Palm Street, San Luis Obispo California, 93401 until
11:30 a.m. on September 12, 2024
at which time they will be publicly opened and read aloud. Public bid opening may be accessed via Microsoft Teams video conference and conference call. In person attendance will be permitted. Use the following link:
https://teams.microsoft.com/l/meetupjoin/19%3ameeting_ZDZkNmNmNTMtMjkyYi00MzMwLWJjZmEtMTlkOWViNmQ4NjVj %40thread.v2/0?context=%7b%22Tid%22%3a%22a78b182d-94e4-4507-a9a9- 330dcb148164%22%2c%22Oid%22%3a%2255684c81-fa0a-443f-b6a5- 1f55eacc1141%22%7d
or join by phone with this number: (209)645-4165 AND CONFERENCE ID: 423 163 152#
Submit bid in a sealed envelope plainly marked:

MISSION PLAZA ENHANCEMENTS, SPECIFICATION NO. 91439-01
Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered.

By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents.

All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions.

Each bid must be accompanied by either a:

1. certified check

2. cashier's check

3. bidder's bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract.

The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid.

All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List.

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NOTICE TO BIDDERS

NOTICE TO BIDDERS
ii
Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code.

The award of the contract, if awarded, will be to the lowest responsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids.

Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects.

BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals No printed copies are available for purchase at the City office.

Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer.

Contact the project manager, Sandra Golonka at 805-781-7239 or the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued.

You are responsible to verify your contact information is correct on the plan holders list located on the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals.

PROJECT INFORMATION
In general, the project consists of demolition of the existing restroom building, trellis structure, and site improvements for the construction of a new restroom and kiosk building with adjacent plaza and patio.

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NOTICE TO BIDDERS

NOTICE TO BIDDERS
iii
The project estimated construction cost is $2,250,000.

Contract time is established as 180 working days.

The fixed liquidated damages amount is established at $1,725 per day for failure to complete the work within the contract time.

In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

QUALIFICATIONS
You must possess a valid Class A or Class B Contractor's License at the time of the bid opening.

You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code.

You as the prime contractor or a qualified subcontractor utilized by you must have experience constructing projects similar to the work specified for this project. Provide six separate reference projects completed by you or your qualified subcontractor as described below. All referenced projects must have been completed within the last five years from this project’s bid opening date unless otherwise noted below.

Two of the six referenced projects must include construction of a new public building completed by you as the prime contractor or a qualified subcontractor used for this project.

One of the six referenced projects must include brick paving work completed by either you as the prime contractor or a qualified subcontractor used for this project.

One of the six referenced projects must include plasterwork on a historic adobe structure completed by either you as the prime contractor or a qualified subcontractor used for this project within the last years twenty years from this project’s bid opening date.

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iv
Two of the six reference projects must be for projects completed under contract with a city, county, state or federal government agency as the prime contractor for a project involving some work similar to this project.

Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive.

The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions.

The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the

1. knowledge

2. experience,

3. or is otherwise not responsible as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City.

Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders.

It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award.

Protests must be filed no later than five working days after either:

1. Bid opening date

2. Notification of rejected bid.

Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.

Valid protests must contain the following information:

1. The reasons for the protest

2. Any supporting documentation

3. The ruling expected by the City to remedy the protest.

Any protest not containing all required information will be deemed invalid and rejected.

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v
The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered.

The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination.

If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.

Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request.

AWARD
The lowest bidder will be determined in compliance with Public Contract Code Section 20103.8(c) with the Publicly Disclosed Funding Amount of $2,400,000 using the TOTAL PROJECT BID.

As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-

1.05 of the Standard Specifications.

You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263.

ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact Allie Gernard at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781-7107. Requests should be made as early as possible in the bidding process to allow time for accommodation.

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A

BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together.

THE UNDERSIGNED, agrees that they have carefully examined:

1. the location of the proposed work

2. the plans and specifications

3. read the accompanying instructions to bidders
and propose to furnish all:

4. materials

5. labor
to complete all the required work satisfactorily in compliance with

6. plans

7. specifications

8. special provisions
for the prices set forth in the bid item list:

BID ITEM LIST FOR
MISSION PLAZA ENHANCEMENTS, SPECIFICATION NO. 91439-01
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 1 8, 12 TRAFFIC AND PEDESTRIAN
CONTROL LS 1 ---
2 13 WATER POLLUTION
CONTROL LS 1 ---
3 13 STREET SWEEPING LS 1 ---
4 (S)
15,
39, 73

DEMOLITION OF EXISTING
IMPROVEMENTS LS 1 ---
5 14

HAZARDOUS MATERIALS

ABATEMENT IN COMPLIANCE

WITH OSHA
LS 1 ---
6 15, 20 CLEAR AND GRUB LS 1 ---
7 20 TREE REMOVAL EA 4
8 5 CONSTRUCTION SURVEYING LS 1 ---
9 5, 7 CONSTRUCTION FENCING LS 1 ---
10 77 POTHOLE EXISTING UTILITIES EA 20
11 3, 5, 7

OSHA COMPLIANCE FOR
TRENCHING LS 1 ---
12 16 TEMPORARY POWER LS 1 ---
13 7

SECURITY AND PATHWAY
LIGHTING DURING NONWORKING HOURSLS 1 ---

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B
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 14 16, 20 TEMPORARY IRRIGATION
AND CONTROLLER LS 1 ---
15 (S) 19 ROUGH GRADING CUT CY (F) 80
16 (S) 19 ROUGH GRADING FILL CY (F) 70
17 (S) 19 PRECISE GRADING SQFT 6700
18 20 TREE PROTECTION
MEASURES LS 1 ---
19 20 RELOCATE OLIVE TREE LS 1 ---
20 73 CONCRETE CURB AND
GUTTER LF 70
21 19,
39,
40, 77
STREET PAVING SQFT 550
22 84 CURB PAINT LF 70
23 84 4” WHITE TRAFFIC STRIPE LF 215
24 82 RELOCATE STREET SIGN EA 1
25 64, 77 4" PVC STORM DRAIN LF 85
26 68, 77 4” PERFORATED PVC STORM
DRAIN LF 90
27 77 12” SQUARE CATCH BASIN
AND GRATE EA 4
28 77 POP UP EMITTER WITH
RIPRAP EA 2
29 70, 77 TRENCH DRAIN LF 6
30 20,
70, 77

TRENCH DRAIN GRATE
COVER LF 6
31 77 2” WATER SERVICE EA 1
32 77 2” BACKFLOW PREVENTION
DEVICE EA 1
33 77 4” PVC SEWER LATERAL LF 50
34 77 SEWER CLEANOUTS EA 2
35 20 DECORATIVE UTLITY LID
COVER EA 17
36 (S) 99 BRICK UNIT PAVING SQFT 3330
37 (S) 99 BRICK UNIT PAVING –PERMEABLE SECTION SQFT 310 38 (S) 20 GRANITECRETE PAVING SQFT 960
39 (S) 99 BRICK EDGE BAND LF 610
40 (S) 99 BRICK EDGE BAND AT PERMEABLE BRICK LF 40
41 20 MOW CURB LF 82

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C
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 42 (S) 99 GRANITE PLANTER CURB LF 72
43 (S) 99 BRICK STEPS SQFT 70
44 (S) 73 CONCRETE RETAINING CURB LF 60
45 (S) 99 BRICK SEATWALL LF 66
46 (S) 99 STONE SEATWALL LF 28
47 (S) 20 BENCH EA 2
48 20 TRIPLE STREAM WASTE
RECEPTACLE EA 2
49 20 PLANTER POT A EA 2
50 20 PLANTER POT B EA 1
51 20 BIKE RACK EA 1
52 20

DRINKING FOUNTAIN &
ASSOCIATED UNDERGROUND PLUMBING LINESEA 1
53 20 BRONZE PLAQUE EA 1
54 (S) 20 PLANTING – SHRUB AREA SQFT 1740
55 (S) 20 PLANTING – GRASS SOD SQFT 750
56 20 TREES – 24” BOX EA 1
57 20 TREES – 48” BOX EA 2
58 20 TREE – 60” BOX EA 1
59 20 TREE – 96” BOX EA 4
60 (S) 20 IRRIGATION SYSTEM LS 1 ---
61 20 ROOT BARRIER LF 124
62 20 INSTALL SOIL AND PLANTS IN
FENCED PLANTING AREA EA 2
63 99 DECORATIVE PICKET FENCE LF 80
64 99 PLANTER FENCE LF 32
65 99 STAIR HANDRAIL LF 20
66 99 BAR COUNTER LF 34
67 77 MISSION STYLE RAILING LS 1 ---
68 20 STRING LIGHT POST, CABLE,
AND FOUNDATION EA 5
69 20 LANDSCAPE BOULDER EA 17

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BID FORMS
D
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 70 20
1 YEAR PLANT

ESTABLISHMENT AND

MAINTENANCE PERIOD
LS 1 ---
71 (S) 99 RESTROOM BUILDING LS 1 ---
72 (S) 99 KIOSK BUILDING LS 1 ---
73 99 PRIVACY SCREENS AND
TRASH ENCLOURE LS 1 ---
74 (S) 99

ELECTRICAL AND

COMMUNICATION

IMPROVEMENTS
LS 1 ---
75 (S) 99 PERMANENT ELECTRICAL SERVICE AND METERS LS 1 --- 76 99 TEMPORARY SERVICE
COORDINATION WITH PG&E LS 1 ---
77 99 ELECTRONIC ART KIOSK
DIRECTORY LS 1 ---
78 99 DECORATIVE LIGHT POLE,
FOUNDATION AND LUMINARE LS 1 ---
79 99 SECURITY CAMERA POLE
AND FOUNDATION EA 2
80 99

COMPLIANCE WITH

ARCHEOLOGICAL

MONITORING PLAN
LS 1 ---
81 99 ADOBE PRESERVATION LS 1 ---
82 99 PERMANENT SERVICE
COORDINATION WITH PG&E LS 1 ---
83 99 COMPLIANCE WITH BUILDING
PERMIT REQUIREMENTS LS 1 ---
84 5

STAGING AREA
RESTORATION LS 1 ---
85 99 PULL FIBER THROUGH
EXISTING CONDUIT LF 1200
Bid Total
Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work.
(S) Specialty item per Section 5-1.13A SUBCONTRACTING, General of the Standard Specifications. (F) final pay item per Section 9-1.02A

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E

LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work.

For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed.

NOTE: If there are no subcontractors, write “NONE” and submit with bid.

Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.

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F
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.

NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire:

Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preceding two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board.

LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination

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BID FORMS
G
that is under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means.

Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works.

Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

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BID FORMS
H

NON-COLLUSION DECLARATION
I, , declare that
I am of ,
the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Executed on , 20 , in __
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
(Signature and Title of Declarant)
(SEAL)
Subscribed and sworn to before me
this _______day of _________, 20_____
Notary Public
Company Name:____________________

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BID FORMS
I

BIDDER ACKNOWLEDGEMENTS
By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in all contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.)
The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of San Luis Obispo.

Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration Date .

The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City.

Signature of Bidder
(Print Name and Title of Bidder)
DIR– Public Works
Registration No:

Business Name (DBA):

Owner/Legal Name:

Indicate One: Sole-proprietor  Partnership Corporation List Partners/Corporate Officers:

Name Title
Name Title
Name Title
Business Address
Street Address
Mailing Address
City, State, Zip Code
Phone Number
Fax Number
Email Address
Date

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J

QUALIFICATIONS
Failure to furnish complete reference information ON THIS FORM, as specified in this project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional information may be attached but is not a substitute for this form.

Reference Number 1
Name of Prime Contractor or Subcontractor Used for this Reference Project:

Customer Name & Contact Individual:

Telephone & Email:

Project Name (Site Address):

Did this project include new public
building construction?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:

Date project completed:

Was this contract for a public agency?
Yes □ No □
Is this reference project from work
complete as the prime contractor for
the project?
Yes □ No □
Reference Number 2
Name of Prime Contractor or Subcontractor Used for this Reference Project:

Customer Name & Contact Individual:

Telephone & Email:

Project Name (Site Address):

Did this project include new public
building construction?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:

Date project completed:

Was this contract for a public agency?
Yes □ No □
Is this reference project from work
complete as the prime contractor for
the project?
Yes □ No □

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K
Reference Number 3
Name of Prime Contractor or Subcontractor Used for this Reference Project:

Customer Name & Contact Individual:

Telephone & Email:

Project Name (Site Address):

Did this project include brick paving
work?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:

Date project completed:

Was this contract for a public agency?
Yes □ No □
Is this reference project from work
complete as the prime contractor for
the project?
Yes □ No □
Reference Number 4
Name of Prime Contractor or Subcontractor Used for this Reference Project:

Customer Name & Contact Individual:

Telephone & Email:

Project Name (Site Address):

Did this project include plasterwork on
a historic adobe structure?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:

Date project completed:

Was this contract for a public agency?
Yes □ No □
Is this reference project from work
complete as the prime contractor for
the project?
Yes □ No □

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L
Reference Number 5
Name of Prime Contractor or Subcontractor Used for this Reference Project:

Customer Name & Contact Individual:

Telephone & Email:

Project Name (Site Address):

Does this reference include some
work similar to the project being bid?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:

Date project completed:

Was this contract for a public agency?
Yes □ No □
Is this reference project from work
complete as the prime contractor for
the project?
Yes □ No □
Reference Number 6
Name of Prime Contractor or Subcontractor Used for this Reference Project:

Customer Name & Contact Individual:

Telephone & Email:

Project Name (Site Address):

Does this reference include some
work similar to the project being bid?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:

Date project completed:

Was this contract for a public agency?
Yes □ No □
Is this reference project from work
complete as the prime contractor for
the project?
Yes □ No □

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M

ATTACH BIDDER'S BOND TO ACCOMPANY BID
Know all men by these presents:

That we ____________________________________________, AS PRINCIPAL, and _______________________________________________________, AS SURETY, are held and firmly bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents:

THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden ______________________________________________________________________ to construct ___________________________________________________________________ (insert name of street and limits to be improved or project) dated _____________________ is accepted by the City of San Luis Obispo, and if the above bounden _______________________________________________________, his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue.

IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.

Bidder Principal:

Signature Date
Title:

Surety:

Bidder's signature is not required to be notarized. Surety's signature must be notarized.

Equivalent form may be substituted
(Rev. 6-30-14)

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SPECIAL PROVISIONS
1 SPECIAL PROVISIONS

ORGANIZATION
Special provisions are under headings that correspond with the main section heading of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications. Any paragraph added or deleted by a revision clause does not change the paragraph number of the Standard Specifications for any other reference to a paragraph of the Standard Specifications.

DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:

The work must be done in compliance with the City of San Luis Obispo, Department of Public Works:

1. Mission Plaza Enhancements - Special Provisions

2. City of San Luis Obispo Standard Specifications and Engineering Standards – 2020 edition

3. State of California, Department of Transportation Standard Specifications and Standard Plans – 2015 edition
In case of conflict between documents, governing ranking must comply with section 5-

1.02 of the City of San Luis Obispo’s Standard Specifications. All work must conform to these Special Provisions and appendices, project plans, and the most current Building Codes. In the event of a conflict, the more stringent requirement shall apply.

Failure to comply with the provisions of these sections is a material breach of contract:

1. Sections 5 through 8 of the Standard Specifications

2. Section 12 through 15 of the Standard Specifications

3. Section 77-1 of the Standard Specifications

4. Section 81 of the Standard Specifications

5. authorized working hours

6. OSHA compliance
3 CONTRACT AWARD AND EXECUTION
Add Section 3-1.18B CONTRACT EXECUTION, Building Permit:
3-1.18B Building Permit
The contractor must obtain a no-fee building permit from the Community Development Department. All requirements of the building permit shall be applied to the project. The contractor is responsible for coordinating inspection with the building division for the project.

Request for inspection must be scheduled 72 hours in advance of the required inspection.

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SPECIAL PROVISIONS
2 4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:

Comply with the provisions of Sections 3, 5, 6, 7, 8, 12, 13, 14, 15, 16, 19, 20, 37, 39, 40, 56, 64, 68, 70, 73, 77, 82, 84, 86, 90, and 99 for general, material, construction, and payment specifics. Refer to these Special Provisions including Appendix B Supplemental Technical Specifications for modifications to the above Sections. 5 CONTROL OF WORK
Add to Section 5-1.01 GENERAL:

Work hours are restricted to 7:00 a.m. to 4:00 p.m Monday through Friday with noise restricted quiet hours from 11:00 a.m. to 1:00 p.m. Quiet hours prohibits use of pneumatic equipment, sawcutting or jackhammer use, but work shall otherwise continue.

Work on and near the Adobe must be completed in consecutive working days.

Commenced work should proceed without interruption until completed. Unless instructed by the Historical Monitor or Engineer. Notice to commence work in this area must given 5 days before intended start date in order for City staff to notify the Historical Monitor.

Replace 5th paragraph in Section 5-1.13A SUBCONTRACTING, General with:

You must perform work equaling at least 25 percent of the value of the original total bid with your:

1. Employees

2. Equipment

3. Rental equipment with operator

4. Rental equipment without operators
Excluding items designated with an “S” on the Bid Item List. “S” indicates specialty items of work. The value of specialty items of work is not included in the calculation.

A representative of the prime contractor must be on site when any subconsultant is performing contract work. Contract work will not be allowed to continue until prime contractor’s representative is on site.

Contractor shall provide a sequencing plan for the tie over for electrical from permanent to temporary service. The sequencing plan must be approved prior to work. Electrical service shall be provided to the plaza lighting at the end of each day.

The Contractor shall maintain a clean set of drawings and document weekly any changes to the project construction, document the location and depth of any existing utility or irrigation lines that are exposed, and the location of water and sewer lines under the buildings. The record drawings shall be submitted as a part of project closeout.

Add to Section 5-1.23A SUBMITTALS, General:

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SPECIAL PROVISIONS
3 All critical submittals or items with long lead times shall be submitted within 3 weeks of the award of contract. All submittals and shop drawings shall be received within 6 weeks of award of contract. Late submittals may be allowed if the contractor can show the delivery of those items will not delay the completion of the project. When more than 4 submittals are submitted at one time the contractor shall prioritize the review process.

The contractor will be allowed to start work when all critical submittals have been approved and the contractor can show that the delivery time of those items will not interrupt continuous work and that the project will be completed within the allowable working days. Attention to the start date should be given to avoid working on items that could be slowed during wet weather. The contractor shall give the city a two week notice before starting work. The contractor must start work within three weeks of approval of all critical submittals and proof of continuous work schedule.

Add Section 5-1.27A RECORDS with:

The Contractor must provide a digitally red-lined PDF version of the project that includes red line changes or revisions to plans and specifications at the completion of construction. Scans of the field record set will not be accepted. Release of retention and final payments will be held until the digital version of red line markups of the plans and specifications are provided for review and approved by the Engineer.

Replace Section 5-1.32 AREAS FOR USE with:

Contractor shall be allowed area for parking, staging, and construction in accordance with Appendix J: Construction Staging Plan. You are allowed to use three parking spaces along Broad Street for vehicle parking during work hours. Contractor Staging and work area must be fenced and secured as specified in Section 7-1.04 Public Safety of these Special Provisions.

Contractor shall maintain an approximate 18' clear path of travel within existing hardscape through the plaza between the mission and the worksite to allow for vehicle access to the plaza and parking lot across the creek via the Warden Bridge.

Construction fencing posts and support legs shall not encroach into the clear path of travel.

The Contractor shall maximize pedestrian and vehicular egress along Monterey Street and the project frontage.

The Contractor shall maintain a safe pedestrian path of travel from Monterey Street through the plaza throughout construction of the project. The contractor shall select from options A or B when implementing the pedestrian path of travel: reference Appendix J: Construction Staging Plan. Redirecting pedestrians to Monterey and Broad crosswalk is not an option. Implementation and maintenance of the required pedestrian path of travel from Monterey Street to the plaza shall be included in the payment for Traffic and Pedestrian Control. Any modification to the striping on Monterey Street shall be restored to it original conditions and included in the price of Traffic and Pedestrian Control.

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SPECIAL PROVISIONS
4 The Contractor shall restore or replace all areas of use for staging to its original condition.
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan:

Work hours are Monday through Friday between 7:00 a.m. to 4:00 p.m.

Contractor shall provide traffic control plan and traffic control application at or before the preconstruction meeting. Traffic control plan must be drawn to scale. Contractor shall coordinate with the city when required during construction to provide modified traffic control for special public events, including but not limited to, holiday, music, and cultural celebrations and associated set up and tear down times. Traffic control application may be obtained on the City’s website:
www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents Upon approval of the traffic control plan, the City will issue a no-fee Encroachment Permit. Permittee is responsible to comply with all conditions of the traffic control plan.

Complete work using due diligence to restore free flowing of traffic.

Add to Section 7-1.04 PUBLIC SAFETY:

You must provide a rigid 6’ minimum high chain link or other rigid work site fence around any exterior storage and staging areas and provide other such safeguards and facilities to keep Mission Plaza users from entering the construction area. The City will supply fence screening materials for installation by the Contractor. The Contractor is responsible to maintain the fence screening throughout the duration of the project. You must control and maintain Mission Plaza access and vehicular traffic in a safe manner around the work site at all times. You must leave the work site clean and free from hazards at the end of each day and on weekends. Walkways must be swept daily. All tools, forms, stakes, hardware, paint cans, building materials and/or any other items that could be a potential hazard to the public and Plaza users must be removed from the work site at the end of each day. Coordinate work-site fence with staging area as specified in Section 5-1.32, “Areas of Use,” of the Special Provisions. Contractor to provide security lighting for secure construction area during non-daylight, non-working hours and pathway lighting along fence adjacent to pedestrian path of travel for the duration of the project to the satisfaction of the Engineer. 8 PROSECUTION AND PROGRESS
Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with:

Provide a Level 2 Critical Path Method schedule for this work. A one week look ahead schedule shall be provided to the Engineer before commencing the following week’s work. This requirement shall be completed in order to continue construction work.

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5 Add to Section 8-1.03 PRECONSTRUCTION CONFERENCE:

14. Schedule of Values for all lump sum bid items.
9 PAYMENT
Add to Section 9-1.01 GENERAL:

Work as specified in these specifications and as shown on the Plans for which no separate payment is provided for in the Bid Item List will be considered a subsidiary obligation of the Contractor and the cost thereof shall be included in the applicable Contract prices for the item to which the work applies.

The following additional Bid Item descriptions are included for those atypical bid items not fully covered in the Standard Specifications:

BID ITEM 4 – DEMOLISION OF EXISTING IMPROVEMENTS - Payment for this lump sum bid item shall be made on a percentage basis based on the lump sum amount of the bid item. Work shall include removal of all items shown on the plans to be demolished, removed or replaced but not limited to existing restrooms, footings, concrete, walls, curbs, fences and footings, electrical systems, light poles and footings, landscaping, and irrigation. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.

BID ITEM 6 – CLEAR AND GRUB - Payment for this lump sum bid item shall be made on a percent complete basis, based on lump sum amount for this item, and includes full compensation for removal of all vegetation, including but not limited to roots, soil, logs, brush, stumps, and debris. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.

BID ITEM 9 – CONSTRUCTION FENCING - Payment for this lump sum bid item shall be made on a percent complete basis, based on lump sum amount for this item, and includes full compensation for installation and maintenance of temporary fencing for the entire project. Contractor shall install and maintain a City provided custom screening throughout the project. Fence footing must not create a tripping hazard within pedestrian or vehicular pathway. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.

BID ITEM 12 – TEMPORARY POWER - Payment for this lump sum bid item shall be made on a percent complete basis, based on lump sum amount for this item, and includes full compensation for sequencing plan, installation of temporary power service, cutover, and maintenance of the temporary service during construction. The temporary power service shall include but not limited to conduits, pull boxes and connecting all circuits need to operate the plaza lighting systems, cameras and receptacles during the duration of construction. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.

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6 BID ITEM 14 – TEMPORARY IRRIGATION AND CONTROLLER - Payment for this lump sum bid item shall be made on a percent complete basis, based on lump sum amount for this item, and includes full compensation for temporary irrigation to plants and trees during construction. The temporary controller and irrigation system shall be maintained in a full operating condition to ensure survival of the existing plantings Contractor shall submit a plan on how temporary irrigation will be provided. Plan must include electrical requirements for temporary controller. Temporary controller needs to be protected from rain and vandalism throughout the project and located in an area accessible to City maintenance staff. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.

BID ITEM 60 – IRRIGATION SYSTEM - Payment for this lump sum bid item shall be made on a percent complete basis, based on lump sum amount for this item, and includes full compensation for a complete permanent irrigation system to plants and trees and lawn. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work as shown on the plans and called for in the special provisions.

BID ITEM 62 – INSTALL SOIL/ PLANTS IN FENCED PLANTING AREA - Measurement and payment for installation of soil and plants for planters adjacent to the granitecrete seating area will be made at the unit price bid per each in accordance with the Contract Documents including but not limited to all the necessary labor, tools, materials, and equipment as shown on the plans and called for in the special provisions and required to do all the work.

BID ITEM 67 – MISSION STYLE RAILING – Payment for this lump sum bid item shall be made on a percent complete basis, based on the lump sum amount for this item, and includes full compensation for a complete installation of mission style footings, posts, approximately 72’ of railing, and burying exposed conduit. Any existing exposed conduit must be buried as part of work completed per city standards. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.

BID ITEM 79 – SECURITY CAMERA POLE AND FOUNDATION - Payment for this lump sum bid item shall be made on a percent complete basis, based on lump sum amount for this item, and includes full compensation for a complete installation of foundation, camera poles, and installation of city provided camera. Camera must be fully functional to be considered complete. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.

BID ITEM 81 – ADOBE PRESERVATION - Payment for this lump sum bid item shall be made on a percent complete basis, based on lump sum amount for this item, and includes full compensation for a complete installation of plaster walls, window frame, insert, and surrounding drainage. All work shall comply with recommendations listed in Appendix D – Murray Adobe Recommendations and plan sheet A-911. Adobe work shall comply with the approved historical monitoring plan and monitored by a city provided historic architectural consultant. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.

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7 BID ITEM 84 – STAGING AREA RESTORATION - Payment for this lump sum bid item shall be made on a percent complete basis, based on lump sum amount for this item, and includes full compensation for a complete repair or replace of damaged sod, concrete, asphalt, including but not limited to other materials within areas used for staging. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.

BID ITEM 85 – PULL FIBER THROUGH EXISTING CONDUIT - Measurement and payment for pulling 1200 linear feet of fiber through existing conduit will be paid by linear feet. Fiber pull will begin at 879 Morro and continue to Palm. From Palm extend fiber pull to Broad. From Palm and Broad pull fiber to manhole within project limits at Broad and Monterey. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.

Add to Section 9-1.02A MEASUREMENT, General:

Contractor must submit a Schedule of Values for all lump sum bid items of work at the Preconstruction Meeting in compliance with Section 9-1.16B. Payment application pay items shall match the bid item sheet and subcategories to a pay item will not be allowed. Payment for Lump Sum items will be based on the percentage of acceptable work and the schedule of values for that item.

Add to Section 9-1.03 PAYMENT SCOPE:

Any item of work that does not have separate bid item is considered included in the project cost of work and no additional compensation will be paid.

DIVISION II GENERAL CONSTRUCTION
13 WATER POLLUTION CONTROL
Add to Section 13-7.02C STREET SWEEPING, Construction:

The Contractor must submit a street sweeping schedule for approval by the Engineer in compliance with the erosion control plan and Caltrans Section 13. Provide stabilized construction entrance per erosion control plan and remove all mud and other debris to the satisfaction of the City Engineer. Street sweeping must be done in a manner that street parking is available within 600 ft from affected addresses, unless approved by the Engineer.

Add to Section 13-7.02D Payment, STREET SWEEPING, Payment:

The lump sum item price for Street Sweeping shall include full compensation for furnishing all labor, materials, tools, equipment, personnel, “No Parking” notices, door hangers, and incidentals, and for doing all the work involved with Street Sweeping and no additional compensation therefor.

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8 14 ENVIRONMENTAL STEWARDSHIP
Add to Section 14-2.03A ARCHAEOLOGICAL RESOURCES, General:

The Contractor shall comply with all requirements listed in Appendix E – Archeological Monitoring Plan. The City will hire an archeological monitor to inspect all ground disturbing activities.

Add to Section 14-2.04 HISTORIC STRUCTURES:

The Contractor shall comply with all recommendations listed in Appendix D – Murray Adobe Recommendations.

Add to Section 14-11.01 HAZARDOUS WASTE AND CONTAMINATION, GENERAL:

The Contractor shall comply with all requirements listed in Appendix H – Lead Testing Report. Contractor shall refer to Appendix G – Asbestos Testing Report for current conditions of existing restroom building.
15 EXISTING FACILITIES
Add Section 15-2.01 PAVEMENT REMOVAL:

The outline of the asphalt concrete pavement area to be removed must be cut on a neat line with a power driven diamond saw to a minimum depth of the existing asphalt concrete before removing all existing asphalt. As an alternative, the Contractor may use a grinding device such as a “zipper” to remove the AC patch area. All areas of removal must be cut as marked in the field and must be uniform in pattern (square, rectangle) and reviewed by the Engineer prior to removal.

Paving is not to be done without the inspection of the Engineer.

A mechanical tamp is to be used for compacting the base or subgrade and bottom lifts of the AC. A roller is to be used for the top lift of AC. Vibrating Plates are not allowed.

Additional AC patch repair areas and extents may be identified by the Engineer.

Pavement repair locations must be field verified by the Engineer before the start of work.

Pavement restoration must comply with Section 19, 39, and 77.

Add Section 15-3.01 ADOBE PROTECTION:

A qualified contractor with demonstrated experience working with Adobe structures shall be used for all work adjacent to and on the Murray Adobe.

Refer to Appendix D: Murray Adobe Recommendations for additional information.

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9 DIVISION III EARTHWORK AND LANDSCAPE
20 LANDSCAPE AND IRRIGATION
Add to Section 20-1.01D(1) GENERAL, Quality Assurance - General:

1. Nursery Qualifications: Company specializing in growing and cultivating the plants with three years documented experience.

2. Installer Qualifications: Company specializing in installing and planting the plants with five years experience.

3. Testing Laboratory: Recognized laboratory for soil and plant disease analysis for ornamental horticulture, approved by the Inspector. Testing laboratory is to perform all work in accordance with the current methods of the Association of Official Agricultural Chemists.

Replace Section 20-1.02A MATERIALS, General with:

FINE COMPOST

1. Compost for soil amendment and preparation to be a well decomposed, stable, weed free organic matter source derived from waste materials including yard debris, wood wastes or other organic materials. Compost to have a dark brown color and a soil like odor. Compost exhibiting a sour or putrid smell, containing recognizable grass or leaves, or is hot (120f) upon delivery or rewetting is not acceptable.

2. Compost facility and compost material must meet the following requirements:

3. Inspected and regulated by the local enforcement agency for CalRecycle. The past 3 inspection reports to be submitted verifying compliance with title14 requirements of the process to further reduce pathogens (pfrp), fecal coliform and salmonella testing and pathogen and epa, 40 cfr 503 regulations.

4. Certified through the uscc seal of testing assurance (sta) program (a compost testing and information disclosure program).

5. Analyzed by a laboratory that is enrolled in the us composting council’s compost analysis proficiency (cap) program and using approved test methods for the evaluation of composting and compost (tmecc).

6. Facility must provide proof of compost testing within 120 calendar days prior to delivery of material to project site.

Apply a four-inch lift of compost during cultivation.

Add to Section 20-1.02E Fertilizer:

AMENDMENTS AND MYCORRHIZAL FUNGI INOCULANT
Apply the following product to all new planting holes:
- Granular Tri-c myco Revival Plus applied at the manufacturer’s recommended rates based on plant material container size.

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10 Add to Section 20-1.03A CONSTRUCTION, General:

TEST REPORTS

1. Soil tests shall be performed by a certified soils analyst by the state of California.

Provide the following tests and submit the results to the City:
- Existing Site Soil: Provide two separate tests at distinctly separate on-site locations, for agricultural suitability, fertility, particle size analysis; including recommendations for soil amendment, and fertilization during the maintenance period.
- Import Soil: Submit test reports of representative sample(s) for approval prior to delivery and for every 100 yards delivered to the site. Test for agricultural suitability, fertility, particle size analysis; including recommendations for soil amendment, and fertilization during the maintenance period.

Replace 1st paragraph of Section 20-1.03C(2) Remove Existing Plants with:

Removal of existing plants includes removing their stumps and roots 2 inches or larger in diameter to a minimum depth of 24 inches below finished grade. Backfill holes resulting from stump removal to the finished grade with material obtained from adjacent areas.

Replace Section 20-1.03D Cultivation with:

All planting areas to be cultivated. The areas to be cultivated must extend 12 inches beyond the outer limit of each planting area.

Repeat cultivation until the soil is loose to a minimum depth of 12 inches. Soil clods must not be larger than 1 inch in maximum dimension after cultivation.

Remove native soil as needed prior to adding amendments, to allow for addition of compost amendment and mulch to achieve final grades.

Bring to the surface encountered rocks or debris during soil preparation work in planting areas. Remove rocks or debris larger than 1 inch in maximum dimension.

Place compost amendment and till to a depth of twelve inches.

Roll compact soil to achieve compaction of 85% of dry weight density in areas where plantings are located.

After natural settlement and light rolling, the complete work to conform strictly to the lines, grades and elevation indicated, under the contract without additional cost to the City.

Finish grading of landscape areas: fine grade all prepared planting areas to lines and grades shown on plans and as specified within this section. Finish grade to account for placement of specified mulch.

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11 Top of finished mulch surface to be 1/2” below adjacent pedestrian or bicycle paths unless otherwise specified on civil grading plans.

Add to Section 20-1.04 PAYMENT:

Trees to be paid as each regardless of species per bid item list.

Add to Section 20-3.01B(2) GENERAL, Materials - Plants:

1. Any requests for plant material substitutions must be accompanied by documentation of inability to locate plants, including a list of plant nurseries contacted (minimum of three).

2. Substitutions may be denied if plant material is available at regional wholesale nurseries.

3. Submit photos of all trees for approval by Landscape Architect prior to purchase.

Replace Section 20-3.01B(7) GENERAL, Materials – Root Barrier with:

Root barrier must be an injection-molded or extruded modular panel made of highdensity polypropylene or polyethylene plastic.

Each panel must:

1. Be at least: 1/8 inch

2. Have at least 4 molded root-deflecting vertical ribs from 0.5 to 0.8 inch wide and 6 to 8 inches apart

3. Have a locking strip or an integral male-female sliding lock designated to resist slippage between panels

4. Be at least 2 feet wide and 3 feet deep.

Add to Section 20-4.01A GENERAL, Summary:

Provide a one(1) year plant establishment and maintenance period for this project. The one year plant establishment and maintenance period will not begin until all other work of the project is complete and the project is accepted by the City. The City will issue a separate purchase order for the one year plant establishment and maintenance period directly to the contractor or subcontractor for this item of work. Payment of this lump sum bid item will be made on a quarterly basis (1/4 of the Lump Sum bid item price) upon acceptance of each maintenance quarter.

Add to Section 20-5.03A(1)(a) INERT GROUND COVERS AND MULCHES, General – General - Summary:

Mulch to be applied to all planting areas. Mulch in planting areas shall be 3” depth walk on bark – fir bark mulch, 1” pieces and smaller. Contractor shall provide sample for approval. Mulch shall be free of weed seeds or substances injurious to plant growth.

Add to Section 20-5.03A(3)(c) INERT GROUND COVERS AND MULCHES, General – Construction - Treatment of Soils:

Do not apply pre-emergent herbicide for weed control.

Contractor to carry out manual removal of weeds prior to planting.

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12 ADD SECTION 20-5.03D(2)(C) GRANITECRETE PAVING, General, Summary:

Section Includes: Crushed aggregate blended with GraniteCrete admixture surfacing.

QUALITY ASSURANCE:

1. Installations 500 square feet and over up to 3,000 square feet must be a recommended installer at a minimum. Installations 3,000 square feet and over must be an Approved Installer.

2. An installer not approved, but with sufficient experience for the project as determined by Granitecrete, Inc., may fulfill this requirement by providing a current letter from Granitecrete, Inc. verifying their ability to complete a successful installation for this specific project. For assistance, contact GraniteCrete, Inc. at (800) 670-0849.

3. Porous Base Rock Testing:
- Testing shall occur during installation at 1 ton increments of shipping for sieve conformance. Results shall be submitted prior to completion of the stone base installation.
a. The stone field area shall have a permeable rate
no less than 14” per hour. The testing shall be
per Din 8035 Part 7, ASTM 2434 (constant
head), or ASTM F2898 testing methods.
b. In addition to the lab testing, after installation
of any aggregate base cross-section,
designed to conduct rainfall to the sub-soils
and/or under-drain system, the finished
aggregate base shall be tested, in situ for
infiltration rate, using method ASTM F2898.

The test shall be performed by a registered
Geotechnical Engineer or certified agronomist.

Testing shall be provided by an independent
testing agency hired by the city and shall be
scheduled by the contractor.
- The Contractor is responsible to meet this performance specification, before proceeding with installation, and shall bear the cost of the on-site testing and the cost of any additional work necessary to achieve compliance with the specification.
- All test results shall be logged and documented by the Owner's Technical Representative or Geotechnical Engineer. If at any time the processed stone base does not meet specifications, it shall be the Contractor's responsibility to restore, at his expense, the processed stone base to the required grade, cross-section and density.
- After the contractor has independently confirmed compliance with all the

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13 above tolerances (planarity and elevation verified by a licensed surveyor and compaction, gradation, & permeability verified by Geotechnical Engineer, he shall notify the appropriate party and schedule a final inspection for approval.

The contractor shall make available an orbital laser system to the Inspection Team for the inspection process.
- The compaction rate for porous base rock should be 88%. The compaction rate for non-porous base rock should be 95%.

MOCK-UP

1. Construct mockup of 10 square feet minimum of crushed aggregate blended with GraniteCrete admixture surfacing, including base course and edging, at location approved by Owner's Representative. Build mockup 5 days prior to
installation. Intent of the mockup is to demonstrate surface finish, texture, color and standard of workmanship

2. Notify Owner's Representative 3 days in advance of mockup construction.

3. Allow Owner's Representative to view and obtain approval of mock-up before proceeding with rest of crushed aggregate blended with GraniteCrete admixture surfacing.

4. Approved mock-up may remain as first in place
construction.

DELIVERY, STORAGE, AND HANDLING
Deliver all GraniteCrete Admixture materials in original, unopened packaging.

Protect materials and aggregate from contamination with foreign matter. Store under waterproof cover and protect from dampness.

FIELD CONDITIONS

1. Do not install crushed aggregate blended with GraniteCrete admixture surfacing when sub-base is wet at saturated field capacity.

2. Do not install GraniteCrete materials when rain will fall on it within 48 hours after the install, or when the temperature will go below freezing within the next five days following installation.

PRODUCTS
Crushed aggregate blended with granitecrete admixture surfacing materials. Products listed below or City approved equal.

1. GraniteCrete, Inc. 419 Webster Street, Suite 202 Monterey, CA 93940 Phone: (800) 670-0849; Fax: (800) 670-0849
www.granitecrete.com

2. GraniteCrete admixture is an all-natural product and does not contain oils, polymers, resins, or enzymes.

3. Decomposed Granite (DG), crushed aggregate.

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14 1. DG shall have a 3/8” maximum gradation, produced
from naturally friable rock/granite with enough fines
to produce a smooth walking surface. Materials
should be free from clay lumps, organic matter, and
deleterious material. Blends of coarse sand and rock
dust are not acceptable.

2. Use a single supply source for the entire quantity required.

3. Gradation, in accordance with ASTM C136:

4. Color: Should have gold to yellow hues.

To be selected by Landscape Architect
from manufacturer’s standard colors.

5. Supplier: Vineyard Rock Products, Hollister, CA. - (831) 637- 6443[Or equal].

4. Aggregate binder: Provide GraniteCrete Admixture. Color: To be selected from manufacturer’s full range of colors.

5. Base course material
A.Class II Permeable Base Rock.

B.Soft stone materials (i.e. sandstone, limestone and shale materials) are not suitable. Stone supplier shall certify that all supplied stone will be clean of this type of stone. All types of stone shall meet the following stability requirements.

TEST METHOD CRITERIA
LA Abrasion (Calif. Test 211) Not to exceed 40
Durability Index (Calif. Test 229) Not less than 40
In addition, if stone stability to water and vehicles is in question, Owner has the right to perform additional testing to ensure material shall adhere to requirements of Caltrans Section 68, as well as additional applicable ASTM tests.

C.All testing fees shall be paid for by the Contractor.

D.Permeable Stone: Stone base materials shall be washed, 100% fractured, by mechanical means, with elongated characters on each individual particle larger than 1/4”. Materials shall be devoid of mineral fines. All particles smaller than 1/4” shall be produced by manufactured means only. Rounded sands or aggregates are prohibited.

E.Delivery Moisture Content: Processed stone shall contain 90% to 110% of the optimum moisture content to ensure that fines do not migrate in transit or during placement and to facilitate proper compaction. The contractor shall ensure that aggregate leaving the source plant meets this requirement. The contractor is required to apply water to the processed stone on site to attain and maintain this minimum moisture content.

6. Accessories
A.Water: Free from contaminants that would discolor or be deleterious to crushed aggregate blended with GraniteCrete

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15 admixture surfacing.

7. Installation: Do not use a vibratory plate to compact the GraniteCrete. Use a lawn roller filled with water to compact the GraniteCrete. Use a 36" drum roller or dual-drum roller in static position for driveways and larger installations. It is highly recommended to use a volumetric truck for driveways and larger installations; if possible, the use of a paver is highly recommended as well.

EXECUTION

EXAMINATION

1. Examine grading and subsoil conditions. Do not proceed until conditions are acceptable.

PREPARATION

1. Excavation: Excavate to depth required so edges of crushed aggregate blended with GraniteCrete admixture surfacing will match adjacent grades and have a maximum cross slope of 1 percent.

2. Sub-grade Preparation: Comply with Caltrans Standard Specifications Section 301-1 – “Sub-grade Preparation.”

3. Base Course Installation: Class II permeable base rock at 90% compaction.

4. Install per manufacturer’s recommended method.

Add to Section 20-5.05A SITE FURNISHINGS, General:

Provide manufacturer’s specifications and descriptive literature, installation instructions, and maintenance information for all site furnishing products.

Replace Section 20-5.05B SITE FURNISHING, Materials with:

1. Bench
- Model per City Standard 9040 with two center armrests.

2. Triple Stream Waste Receptacle
- Manufacturer: Big Belly
- Product: HC5/SC.5/SC.5.5 Triple Station
OPTIONS:

Enclosed Hopper for Landfill Waste, Recycling and Compost Foot Pedal
Graphic Wrap - Pattern to be provided by the city.

Surface mount per manufacturer, epoxy set.

3. Moveable Bistro Table – City Furnished and Installed - Manufacturer: webstaurantstore.com
- Product: Lancaster Table & Seating Alloy Series 36”x36” Dining Height Outdoor Table with 4 Industrial Café Chairs
- Color: Copper

4. Planter Pot
- Manufacturer: Tournesol Siteworks
- Product: Florence Lightweight GFRC Planter
- Type A: FCR-482424

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16 - Type B: FCR-3024

5. Bike Rack
- Manufacturer: Peak Racks
- Product: 4-bike single sided bike rack
- 16” wheel spacing
- Color: Black Powdercoat

6. Drinking Fountain
- Manufacturer: Most Dependable Fountains
- Product: 10145 SMSSFA
- Options: Safe stream bubbler
- Options: Paver extension bolts for installation to concrete subslab below pavers - Color: Black

7. String Light Post
- Manufacturer: lightpolesplus.com
- Product: HP-RTAAVS-12-4030-C-AB-FP. 12ft tall x 4”base OD x 3” top OD x .125” thick, round tapered aluminum Arlen Style Anchor Base Light Pole - Color: Black powder coat
- No light fixture for top mounting.
- Pole should be ordered with hand hole cut out for receptacle per detail - Aluminum acorn post cap for 3” post, black powder coat finish available from www.signaturestreetscapes.com

8. Cast Bronze Plaque
- 8” x 12” x ½” thick cast bronze plaque
- Blind stud mount
- Graphic file to be provided by owner

9. Decorative Utility Lid Covers
- Manufacturer: Wundercovers
- Product: Paver Style to fit bricks, Stainless Steel frame - Size: Per Plans

10.Trench Drain Grate
- Manufacturer: Iron Age Designs
- Product: Oblio 4” x 18” heel proof trench grate to fit NDS Spee-D Channel - Finish: Baked On Oil Finish
Replace Section 20-5.05C Construction with:

EXAMINATION
Verify proper installation of mounting surfaces, preinstalled anchor bolts, and other mounting devices. Verify site is ready to receive site furnishing items prior to delivery.

INSTALLATION
Install site furnishings in accordance with approved shop drawings and manufacturer's installation instructions.

DIVISION V SURFACINGS AND PAVEMENTS

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17 39 ASPHALT CONCRETE
Add to Section 39-1.02B MATERIALS, Tack Coat:

All vertical edges to be paved against shall be tack coated. These include, but are not limited to, curb faces, gutter lips, swale edges, cross gutter edges, and asphalt concrete edges.

Add to Section 39-1.03 HOT MIX ASPHALT DESIGN REQUIREMENTS:

Mix voids to be targeted at 4.0%. TSR to be minimum 70 in accordance with CTM 371.

Add to Section 39-6 PAYMENT:

The contract price paid per square foot of HOT MIX ASPHALT OVER PCC PATCH PAVING shall include full compensation for all labor, materials (including hot mix asphalt), tools, equipment and incidentals for completing AC patch repairs to the length, depth, and width shown on the plans. Work includes, but is not limited to, saw-cutting, grinding, removal and disposal of existing pavement, compaction of underlaying materials, tack coat, and placement and compaction of asphalt.

DIVISION VIII MISCELLANEOUS CONSTRUCTION
73 CONCRETE CURBS AND SIDEWALKS
Add to Section 73-1.03 CONSTRUCTION:

You must meet with the Engineer to complete the following coordination tasks:

1. Before saw-cutting to agree on the limits of demolition and removal.

2. After formwork is set, to verify that grades meet those stated on the Plans.

3. Upon completion of new curb and sidewalk installation to verify finished grades.

You must give the City 24-hour notice for inspection of formwork before pouring concrete.

You are responsible for storing existing signs and boxes for reuse.

All exposed concrete must be mission colored.

DIVISION IX TRAFFIC CONTROL DEVICES
84 MARKINGS
Add to Section 84-2.03C Application of Stripes and Markings:

Preformed thermoplastic is only allowed with the approval of the Engineer.

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18 DIVISION X ELECTICAL WORK
86 ELECTRICAL SYSTEMS
Add to Section 86-1.07 SCHEDULING OF WORK:

Plaza power and lighting must not be disrupted for more than 8 hours or temporary generator must be provided. Plaza must maintain lighting throughout the project. After the temporary electrical service has been set, if service load allows, the contractor may use the temporary service for construction. All connection points must be locked off when not in use for construction.

See Appendix F for PG&E Handout Package for additional information.

DIVISION XII BUILDING CONSTRUCTION
99 BUILDING CONSTRUCTION
Add Section 99-1.01 GENERAL:

Fiber pulled through existing conduit must be an all-in-one 12-strand fiber optic cable.

Fiber pull should run from the exterior conduit located at 879 Morro and will extend to Palm. Palm fiber shall extend to Broad and from Broad to Monterey at the manhole within the project site. Fiber pulled onto the project site to the restroom and kiosk shall be a minimum of 6-strand fiber optic cable.

See Appendix B for Technical Specifications for the project.

See Appendix C for City Communication Cabling Specifications for the project.

See Appendix I for the Geotechnical Engineering Report prepared for the project.

See Appendix K for Photos of Existing Restroom Chase for additional information.

DIVISION XIII APPENDICES
Add Section 100-1.01 APPENDICES:

Refer to Appendix A: Form of Agreement
Refer to Appendix B: Supplemental Technical Specifications Refer to Appendix C: City Communications Cabling Specifications Refer to Appendix D: Murray Adobe Recommendations
Refer to Appendix E: Archaeological Monitoring Plan
Refer to Appendix F: PG&E Handout Package
Refer to Appendix G: Asbestos Testing Report
Refer to Appendix H: Lead Testing Report
Refer to Appendix I: Geotechnical Engineering Report
Refer to Appendix J: Construction Staging Plan
Refer to Appendix K: Photos of Existing Restroom Chase

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APPENDIX

APPENDIX
19 APPENDIX A - FORM OF AGREEMENT
THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County, California (hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor).

WITNESSETH:

That the Owner and the Contractor for the consideration stated herein agree as follows:

ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of
MISSION PLAZA ENHANCEMENTS, SPEC NO. 91439-01
in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated.

It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives.

ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows:

Item
No.

Item Unit of
Measure
Estimated
Quantity
Item Price
(in figures)
Total
(in figures)

1. 2.

3. BID TOTAL: $ .00
Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract.

Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive.

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APPENDIX

APPENDIX
20 ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached:

1. Notice to Bidders and Information for Bidders

2. Standard Specifications and Engineering Standards

3. Special Provisions, any Addenda, Plans and Contract Change Orders

4. Caltrans Standard Specifications and Standard Plans 2015

5. Accepted Bid and Bid Bond

6. List of Subcontractors

7. Public Contract Code Sections 10285.1 Statement

8. Public Contract Code Section 10162 Questionnaire

9. Public Contract Code Section 10232 Statement

10.Labor Code Section 1725.5 Statements

11.Bidder Acknowledgements

12.Qualifications

13.Non-collusion Declaration

14.Agreement and Bonds

15.Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City.

Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.

However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent

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APPENDIX

APPENDIX
21 jurisdiction. In instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City.

ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith.

IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written.

CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Whitney McDonald, City Manager
APPROVED AS TO FORM CONTRACTOR:

Name of Company
________________________________ By:________________________________ J. Christine Dietrick
City Attorney
Name of CAO/President
Its: CAO/PRESIDENT
(2nd signature required if Corporation):

By:________________________________
Name of Corporate Officer
Its: ____________________

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APPENDIX

APPENDIX
22 APPENDIX B – SUPPLEMENTAL TECHNICAL SPECIFICATIONS

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DIVISION 01 - GENERAL REQUIREMENTS
01 2500 Substitutions
01 3300 Submittals
01 4000 Quality Control
DIVISION 03 - CONCRETE
03 0516 Underslab Vapor Barrier
03 1000 Concrete Forming and Accessories
03 2000 Concrete Reinforcing
03 3000 Cast-in-Place Concrete
03 3511 Concrete Floor Finishes
DIVISION 04 - MASONRY
04 2000 Unit Masonry
04 2613 Masonry Veneer
DIVISION 05 - METALS
05 1200 Structural Steel Framing
05 4000 Cold-Formed Metal Framing
05 5000 Metal Fabrications
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 1113 Bituminous Dampproofing
07 1300 Sheet Waterproofing
07 2500 Weather Barriers
Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 01 2500
Table of Contents
DIVISION 01 - GENERAL REQUIREMENTS
01 2500 Substitutions

Page 1017 of 1531 ends

07 4113 Metal Roof Panels
07 4213 Metal Wall Panels
07 6200 Sheet Metal Flashing and Trim
07 7123 Manufactured Gutters and Downspouts
07 9200 Joint Sealants
DIVISION 08 - OPENINGS
08 1113 Hollow Metal Doors and Frames
08 3313 Coiling Counter Doors
08 4313 Aluminum-Framed Storefronts
08 6200 Unit Skylights
08 7100 Door Hardware
08 8000 Glazing
DIVISION 09 - FINISHES
09 2116 Gypsum Board Assemblies
09 2236 Lath
09 2400 Cement Plastering
09 2523 Lime Based Plastering
09 3000 Tiling
09 9113 Exterior Painting
DIVISION 10 - SPECIALTIES
10 1313 Electronic Directories
10 1400 Signage
10 2113.17 Phenolic Toilet Compartments
Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 01 2500

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10 2800 Toilet, Bath, and Laundry Accessories
DIVISION 22 - PLUMBING
22 0000 Plumbing
DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 23 0013 General Mechanical Requirements
DIVISION 26 - ELECTRICAL
26 0500 Common Work Results for Electrical
26 0519 Low Voltage Electrical Power Conductors and Cables 26 0526 Grounding and Bonding for Electrical Systems
26 0533 Raceways and Boxes for Electrical Systems
26 0534 Cabinets
26 0546.13 Electric Utility Systems
26 0900 Controls and Instrumentation
26 2416 Panelboards
26 2726 Wiring Devices
26 5100 Interior Lighting
26 5600 Exterior Lighting
26 5670 Lighting Acceptance Testing
DIVISION 27 - COMMUNICATIONS
27 0500 Common Work Results For Communications
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 1416 Brick Unit Paving
Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 01 2500

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 01 2500
02-21-2024 01 2500 - Substitutions

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 01 3300
02-21-2024 01 3300 - Submittals

Page 1 of 2 ends

Section 01 3300
Submittals
PART 1 GENERAL
PART 2 - PRODUCTS
PART 3 - EXECUTION

1.01 Submittals
A. Submittals shall be provided in accordance with City of San Luis Obispo Standard Specification Section 5-1.23.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 01 3300
02-21-2024 01 3300 - Submittals

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 01 4000
02-21-2024 01 4000 - Quality Control

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Section 01 4000
Quality Control
PART 1 - GENERAL

1.01 Quality Control

1.01 Definitions
A. Quality Control shall be completed in accordance with City of San Luis Obispo Engineering Standards and Standard Specifications and Caltrans Standard Specifications. See Section 6 for Control of Work and Appendix J for the City's Quality Assurance Program.

PART 2 - PRODUCTS
PART 3 - EXECUTION

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 01 4000
02-21-2024 01 4000 - Quality Control

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 0516
02-21-2024 03 0516 - Underslab Vapor Barrier

Page 1 of 4 ends

Section 03 0516
Underslab Vapor Barrier
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Sheet vapor barrier under new concrete slabs on grade.

1.02 RELATED REQUIREMENTS
A. Section 02 4119 - Selective Structure Demolition
B. Section 03 1000 - Concrete Forming and Accessories: Forms and accessories for formwork.

C. Section 03 2000 - Concrete Reinforcing.

D. Section 03 3000 - Cast-in-Place Concrete: Preparation of subgrade, granular fill, placement of concrete.

1.03 REFERENCE STANDARDS
A. ASTM E1643 - Standard Practice for Selection, Design, Installation and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs; 2011.

B. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs; 2011.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Submit manufacturers' data on manufactured products.

1. Manufacturer’s samples and literature.

2. Manufacturer’s installation instructions for placement, seaming, penetration prevention and repair, and perimeter seal per ASTM E1643.

3. Summary of test results per paragraph 9.3 of ASTM E1745.

4. Provide third party documentation that all testing was performed on a single production roll per ASTM E1745 Section 8.1
C. Test Data: Submit report of tests showing compliance with specified requirements.

D. Manufacturer's Installation Instructions: Indicate installation procedures and interface required with adjacent construction.

PART 2 PRODUCTS

2.01 MATERIALS

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 0516
02-21-2024 03 0516 - Underslab Vapor Barrier

Page 2 of 4 ends

A. Underslab Vapor Barrier:

1. Water Vapor Permeance: Not more than 0.010 perms, maximum [grains/(ft2 ? hr ? inHg)] as tested in accordance with mandatory conditioning tests per ASTM E1745 Section 7.1 (7.1.1-7.1.5).

2. Complying with ASTM E1745 Class A.

3. Thickness: 15 mils.

4. Manfacturers:
a. Stego Industries LLC; Stego Wrap Vapor Barrier (15-mil) Basis of Design:
www.stegoindustries.com.
b. Perminator 15 mils, polyolefin by W.R. Meadows.
c. Moistop Ultra 15 mils, polyolefin by Fortifiber
d. VaporBlock 15 mils, polyethylene by Raven Industries.

B. Accessory Products: Vapor barrier manufacturer's recommended tapes, adhesive, mastic, etc., for sealing seams and penetrations in vapor barrier and forming/screeding accessories to prevent undue penetrations of the membrane.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that surface over which vapor barrier is to be installed is complete and ready before proceeding with installation of vapor barrier.

3.02 INSTALLATION
A. Install vapor barrier in accordance with manufacturer's instructions and ASTM E1643.

1. Unroll vapor barrier with the longest dimension parallel with the direction of the concrete placement and face laps away from the expected direction of the placement whenever possible.

2. Extend vapor barrier to the perimeter of the slab. If practicable, terminate it at the top of the slab, otherwise (a) at a point acceptable to the structural engineer or (b) where obstructed by impediments, such as dowels, water stops, or any other site condition requiring early termination of the vapor barrier. At the point of termination, seal vapor barrier to the foundation wall, grade beam or slab itself.

3. Apply seam tape/textured tape/double-sided tape to a clean and dry vapor barrier.

4. Seal all penetrations (including pipes) per manufacturer’s instructions.

5. Avoid the use of stakes driven through vapor barrier by utilizing screed and forming systems that will not leave punctures in the vapor barrier.

6. Repair damaged areas with vapor barrier material of similar (or better) permeance, puncture and tensile.

B. Lap joints minimum 6 inches and seal with manufacturer's tape.

C. Seal joints, seams and penetrations watertight with manufacturer's recommended products and follow manufacturer's written instructions.

D. No penetration of vapor barrier is allowed except for reinforcing steel and permanent utilities.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 0516
02-21-2024 03 0516 - Underslab Vapor Barrier

Page 3 of 4 ends

E. Repair damaged vapor retarder before covering with other materials.

F. Where installing in existing building tie into existing vapor barrier if possible.

END OF SECTION

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 0516
02-21-2024 03 0516 - Underslab Vapor Barrier

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
02-21-2024 03 1000 - Concrete Forming and Accessories

Page 1 of 6 ends

Section 03 1000
Concrete Forming and Accessories
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Formwork for cast-in-place concrete, with shoring, bracing and anchorage.

B. Installation of items to be embedded in concrete, such as anchor bolts, inserts, embeds, and sleeves.

C. Openings for other work.

D. Form accessories.

E. Form stripping.

1.02 RELATED REQUIREMENTS
A. Drawings and general provisions of the Contract, Including General and Supplementary Conditions Division 01 Specification Sections, apply to this Section B. Section 03 2000 - Concrete Reinforcing.

C. Section 03 3000 - Cast-in-Place Concrete.

D. Section 04 2000 - Unit Masonry: Reinforcement for masonry.

E. Section 05 1200 - Structural Steel Framing: Placement of embedded steel anchors and plates in cast-in-place concrete.

1.03 REFERENCE STANDARDS
A. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials; 2010.

B. ACI 301 - Specifications for Concrete Construction; 2020.

C. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2011.

D. ACI 347R - Guide to Formwork for Concrete; 2014.

E. PS 1 - Structural Plywood; 2009.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
02-21-2024 03 1000 - Concrete Forming and Accessories

Page 2 of 6 ends

B. Product Data: Provide data on void form materials and installation requirements.

C. Shop Drawings: Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties. Review and approval will not include form strength and adequacy.

D. Keep an accurate record of the dates of removal of forms, form shores and reshores, and furnish copies to the SEOR.

1.05 QUALITY ASSURANCE
A. Comply with the pertinent provisions of 01 40 00 "Quality Requirements." B. Construct forms according to ACI 347, "Guide to Formwork for Concrete," and conforming to tolerances of ACI 117, "Standard Specifications for Tolerances for Concrete Construction and Materials"

1.06 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Division 01 Section 01 60 00 "Product Requirements," delivering materials in a timely manner to ensure uninterrupted progress.

B. Store prefabricated forms off ground in ventilated and protected manner to prevent deterioration from moisture.

PART 2 PRODUCTS

2.01 FORMWORK - GENERAL
A. Provide concrete forms, accessories, shoring, and bracing as required to accomplish cast-inplace concrete work.

B. Design and construct concrete that complies with design with respect to shape, lines, and dimensions.

C. Comply with applicable state and local codes with respect to design, fabrication, erection, and removal of formwork.

D. Comply with relevant portions of ACI 347R, ACI 301, and ACI 318.

2.02 WOOD FORM MATERIALS
A. Softwood Plywood: PS 1, B-B Medium or High Density Concrete Form Overlay, Class I, grade marked, not mill oiled.

B. Lumber: DF species; WCLIB Construction grade or better, WWPA No. 1 grade or better; with grade stamp clearly visible.

2.03 REMOVABLE PREFABRICATED FORMS

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
02-21-2024 03 1000 - Concrete Forming and Accessories

Page 3 of 6 ends

A. Void Forms: Moisture resistant treated paper faces, biodegradable, structurally sufficient to support weight of wet concrete mix until initial set; 2 inches thick.

2.04 FORMWORK ACCESSORIES
A. Form ties: Prefabricated rod, flat band, wire, internally threaded disconnecting ty pe, or equal, not leaving meatl within 1-1/2" of concrete surface.

B. Form Release Agent: Capable of releasing forms from hardened concrete without staining or discoloring concrete or forming bugholes and other surface defects, compatible with concrete and form materials, and not requiring removal for satisfactory bonding of coatings to be applied.

1. Do not use materials containing diesel oil or petroleum-based compounds.

C. Embedded Anchor Shapes, Plates, Angles and Bars: As specified in Section 05 1200.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings.

3.02 EARTH FORMS
A. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete. Sides of all footings and grade beams shall be formed, unless the member detail provies at least 3" clear cover to reinforcement and indicates the member is cast against earth. Remove formwork prior to backfilling operations.

3.03 ERECTION - FORMWORK
A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI 301.

B. Rigidly construct forms to prevent mortar leekage, sagging, displacement or bulging between studs. Use clean, sound, approved form material, coated with specified materials only, not oil.

Provide backing on all plywood joints.

C. Coat forms with the specified resin coating, not form oil. Construct forms to exact shapes, sizes, lines and dimensions required to obtain level, plumb, and straight surfaces. Provide openings, offsets, keys, reglets, anchorages, recesses, moldings, chamfers, blocking, screeds, drips, bulkheads, and all other required features. Make forms easily removable without hammering or prying against concrete. Space forms apart with metal spreaders. Construct forms to accurate alignment, locations and grades, and provide against sagging, leakage of concrete mortar, or displacement occuring during and after placing of concrete. Coordinate installation of inserts and anchors in forms according to shop drawings and requirements for work of other sections.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
02-21-2024 03 1000 - Concrete Forming and Accessories

Page 4 of 6 ends

D. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to overstressing by construction loads.

E. Corners and angles: Provide 3/4" x 3/4" beveled chamfer strips for all exposed concrete corners and angles square unless indicated otherwise.

F. Reglets and Rebates: Form required reglets and rebates to receive frames, flashing and other equipment. Obtain required dimnesions, details, and precise positions for work to be installed under other sections and form concrete accordingly.

G. Form Joints: Align joints and make watertight. Keep form joints to a minimum. Fill joints to produce smooth surfaces, intersections, and arises. Use polymer foam or equivalent fillers at joints and where forms abut or overlap existing concrete to prevent leakage of mortar.

H. Recesses, Drips, and Profiles: Provide smooth milled wood or pre-formed rubber or plastic shapes of types shown and required.

I. Cleanouts and Cleaning: Provide Temorary openings in all wall forms and other vertical forms for cleaning and inspection. Clean forms and surfaces to receive concrete prior to placing.

J. Re-Use: Clean and Recondition form material before re-use.

3.04 APPLICATION - FORM RELEASE AGENT
A. Apply form release agent on formwork in accordance with manufacturer's recommendations.

B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items.

C. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings that are affected by agent. Soak inside surfaces of untreated forms with clean water.

Keep surfaces coated prior to placement of concrete.

3.05 INSERTS, EMBEDDED PARTS, AND OPENINGS
A. All necessary pipe sleeves, anchors, or other required inserts shall be accurately installed as part of the work of other sections, according to Specification Section 03 30 00, Section 1.3.B for sumittal requirements related to this scope.

B. Obtain approval before framing openings in structural members that are not indicated on drawings.

C. Provide formed openings where required for items to be embedded in passing through concrete work.

D. Locate and set in place items that will be cast directly into concrete.

E. Conduits or pipes:

1. Locate so as not to reduce strength of the concrete

2. Do not place pipes, other than conduits, in a slab 4-1/2" thick or less in any case. Conduit buried in a concrete slab shall not have an outside dimension greater than 1/3 the slab

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
02-21-2024 03 1000 - Concrete Forming and Accessories

Page 5 of 6 ends

thickness nor be placed below the bottom reinforcing or over the top reinf.

3. Sleeves: Pipe sleeves may pass through the slab or walls if not exposed to rusting or other deterioration and are of uncouted or galvanized iron or steel. Provide sleeves of diameter large enough to pass any hub or coupling on pipe, including any insulation.

4. Conduits may be embedded in walls only if the outside diameter does not exceed 1/3 the wall thickness, are spaced no closer than 3 diameters on centers and not impair the strength of the structure.

F. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other work.

G. Install accessories in accordance with manufacturer's instructions, so they are straight, level, and plumb. Ensure items are not disturbed during concrete placement.

H. Install waterstops in accordance with manufacturer's instructions, so they are continuous without displacing reinforcement. Heat seal joints so they are watertight.

I. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain.

J. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces.

3.06 FORM CLEANING
A. Clean forms as erection proceeds, to remove foreign matter within forms.

B. Clean formed cavities of debris prior to placing concrete.

3.07 FORMWORK TOLERANCES
A. Construct formwork to maintain tolerances required by ACI 117, unless otherwise indicated.

B. Deflection: Limit Deflection of forming surfaces from concrete pressure to L/240.

C. Finish Lines: Position formwork to maintain hardened concrete finish lines within following permissible deviations.

1. Variation from Plumb:

In 10'-0" 1/4 inch
In any story or 20'-0" 3/8 inch
In 40'-0" or more 3/4 inch

2. Variation from Level or Grades Indicated
In 10'-0" 1/4 inch
In any story or 20'-0" 3/8 inch
In 40'-0" or more 3/4 inch

3. Cross-Sectional Dimensions
a. Minus 1/4 inch
b. Plus 1/2 inch

3.08 FIELD QUALITY CONTROL

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 1000
02-21-2024 03 1000 - Concrete Forming and Accessories

Page 6 of 6 ends

A. An independent testing agency will perform field quality control tests, as specified in Section 01 4000 - Quality Requirements.

B. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and to verify that supports, fastenings, wedges, ties, and items are secure.

3.09 FORM REMOVAL
A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and all superimposed loads as determined by testing field cured cylinders, but not sooner than specified in ACI 347 Section 3.6.2.3. Load supporting forms may be removed when concrete has attained 75 percent of required 28 day compressive strength, but no sooner than 3 days, provided construction is reshored.

1. Reshore structural members as specified per ACI 347.

2. Avoid damage to concrete surfaces during removal.

3. Remove formwork in same sequence as concrete placement to achieve similar concrete surface coloration.

END OF SECTION

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 2000
02-21-2024 03 2000 - Concrete Reinforcing

Page 1 of 6 ends

Section 03 2000
Concrete Reinforcing
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Reinforcing Steel for Cast-in-Place Concrete Foundations B. Reinforcing Steel for Cast-in-Place Concrete Slabs-on-Grade C. Supports and accessories for steel reinforcement.

1.02 RELATED REQUIREMENTS
A. Comply with pertinent provisions of Division 01, "General Requirements".

B. Section 03 1000 - Concrete Forming and Accessories.

C. Section 03 3000 - Cast-in-Place Concrete.

D. Section 04 2000 - Unit Masonry: Reinforcement for masonry.

E. Section 05 1200 - Structural Metal Framing

1.03 REFERENCE STANDARDS
A. ACI 301 - Specifications for Concrete Construction; 2020.

B. ACI 315 - Manual of Standard practice for Detailing Reinforced Concrete Structures; 2011.

C. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2011.

D. ACI SP-66 - ACI Detailing Manual; 2004.

E. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement; 2015.

F. ASTM A706/A706M - Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement; 2014.

G. ASTM A775/A775M - Standard Specification for Epoxy-Coated Steel Reinforcing Bars; 2007b (Reapproved 2014).

H. ASTM D3963/D3963M - Standard Specification for Fabrication and Jobsite Handling of Epoxy-Coated Reinforcing Steel Bars; 2001 (Reapproved 2007).

I. AWS D1.4/D1.4M - Structural Welding Code - Reinforcing Steel; 2011.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 03 2000
02-21-2024 03 2000 - Concrete Reinforcing

Page 2 of 6 ends

J. CRSI (DA4) - Manual of Standard Practice; 2009.

K. CRSI (P1) - Placing Reinforcing Bars; 2011.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Shop Drawings: Comply with requirements of ACI SP-66. Include the following:

1. complete bar layout

2. representative sections

3. details for congested conditions

4. proposed layout where vertical and horizontal bars intersect

5. bar schedules

6. typical bending diagrams and offsets

7. shapes of bent bars

8. spacing of bars

9. splice lengths and locations
C. Where welding is proposed:

1. Detail welding to conform to AWS D1.4

2. Submit Copies of welding operator's certificate

3. Where reinforcement complying with ASTM A615 is to be welded, chemical tests shall be performed to determine the weldability in accordance with Section 3.5.2 of ACI 318-11.

4. Weld Procedure Specifications:
a. All WPS's shall be submitted to the Structural Engineer of Record (SEOR) for review and approval prior to use.
b. For WPS's that have been qualified by test, the supporting Procedure Qualification Record (PQR) shall be submitted to teh SEOR for review and approval. c. Included shall be WPS for repair welds
D. Reports: Submit certified copies of mill test report of reinforcement materials analysis.

1.05 QUALITY ASSURANCE
A. Comply with the pertinent provisions of 01 40 00 "Quality Requirements." B. Perform work of this section in accordance with ACI 301.

C. Welder Qualifications: Welding processes and welding operators qualified in accordance with AWS D1.4/D1.4M and no more than 12 months before start of scheduled welding work.

1.06 DELIVERY STORAGE AND HANDLING
A. Comply with pertinent provisions of Division 01 Section 01 60 00 "Product Requirements," delivering materials in a timely manner to ensure uninterrupted progress.

B. Bundle bars, tag with identification, and transport and store so as not to damage any material.

Use metal tags inicating size, length and other marking shown on placement drawings.

Maintain tags after bundles are broken

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C. Avoid exposure to dirt, moisture or conditions harmful to reinf.

1.07 EXTRA MATERIAL
A. Provide an allowance of an additional 10% of the total reinf. steel tonnage in addition to the quantities shown on the drawings. This additional steel shall be installed in sizes and locations as directed by the structural engineer.

PART 2 PRODUCTS

2.01 REINFORCEMENT
A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi).

1. Deformedbillet-steel bars.

2. Unfinished.

3. Only to be used for conditions where bars will not be welded.

B. Reinforcing Steel: ASTM A706/A706M, Grade 60 (60,000 psi) deformed low-alloy steel bars.

1. Unfinished.

2. Used in all cases where welding of bars is required.

C. Reinforcement Accessories:

1. Tie Wire: ASTM A82, Annealed copper bearing steel, minimum 16 gage, 0.0508 inch.

2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. Standard manufactured products shall conform to the Concrete Reinforcing Institute, "Manual of Stand Practice," latest edition.

3. Use dense precast concrete supports with embedded wire ties for reinforcement placed on grade. Elsewhere, use wire bar supports.

D. Welding electrodes: AWS D1.4, Table 5.1 and 5.3, low hydrogen electrodes, E8018 for Grade 60 Steel.

2.02 Re-bar Splicing:

A. Coupler Systems: Mechanical devices for splicing reinforcing bars conforming to the requirements of ACI 318-11 Section 12.14.3; capable of developing 1.25fy of the steel reinforcing yield strength in tension and compression. For reinf.

All mechanical splices in Special Structural Walls, Special Moment Frames and Concrete Diaphragms shall be Type 2 conforming to the requirements of ACI 318-11 Section 21.1.6 &

21.11.7.4, capable of developing 1.25fy of the steel reinforcing yield strength in tension and compression and develop the specified tensil strength of the spliced bar.

1. Products:
a. Dayton Superior Corporation; Bar Lock Coupler System: www.daytonsuperior.com (UES-ER 319).
b. Lenton Lock Couplers (IAPMO-ES 129.

B. Dowel Bar Splicer with Dowel-Ins: Mechanical devices for connecting dowels; capable of developing full steel reinforcing design strength in tension and compression.

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1. Products:
a. Dayton Superior Corporation; UES-ER 319: www.daytonsuperior.com/#sle. b. Lenton Form Savers (IAPMO-ES 129).

2.03 FABRICATION
A. Fabricate concrete reinforcing in accordance with CRSI (DA4) - Manual of Standard Practice.

B. Bending and Forming

1. Fabricate bars of the indicated sizes and bend and form to required shapes and lengths by methods not injurous to materials

2. Do not heat reinforcement for bending

3. Bend bars No. 6 size and larger in the shop only.

4. Bars with unscheduled kinks or bends are subject to rejection.

5. Use only tested and approved bar materials
C. Welding: Use only ASTM A706 steel where welding is proposed. Perform welding where shown or approved, by the direct electric arc process in accordance with AWS D1.4 using specified low hydrogen electrodes. Preheat 6" each side of joint. Protect joints from drafts during the cooling process; accelerated cooling is prohibited. Do not tack weld bars. Welding shall not be done on or within two bar diameters of any bent portion of a bar that has been bent cold. Welding of crossing bars shall not be permitted for assembly reinforcement unless authorized by the SEOR. Clean metal surfaces to be welded of all loose scale and foreign material. C

1. Use only ASTM A706 steel where welding is proposed.
a. Perform welding where shown or approved, by the direct electric arc process in accordance with AWS D1.4 using specified low hydrogen electrodes. b. Preheat 6" each side of joint.
c. Protect joints from drafts during the cooling process; accelerated cooling is prohibited.
d. Do not tack weld bars.
e. Welding shall not be done on or within two bar diameters of any bent portion of a bar that has been bent cold.
f. Welding of crossing bars shall not be permitted for assembly reinforcement unless authorized by the SEOR.
g. Clean metal surfaces to be welded of all loose scale and foreign material. h. Clean welds each time electrode is changed and chip burned edges before placing welds
i. When wire brushed, the completed welds must exhibit uniform section, smooth welded metal, feather edges without undercuts or overlays, freedom from porosity and clinkers, and good fusion and penetration to the base metal. j. Cut out welds or parts of welds found defective with chisel and replace with proper welding
k. Fillet welds may be considered prequalified per AWS D1.4, section 6.1.2. l. Other welds are to be qualified per AWS D1.4 Section 6.1.2.

2. Where ASTM A615 steel is to be used or occurs in existing elements and is to be welded a. Complete chemical analyses shall be performed to determine chemical composition and, for a new bar, provided in the mill certifications to determine weldability in accordance with ACI 318 Section 3.5.2 with modifications per AWS D1.4. b. The carbon equivalency (CE) shall be clearly defined and bars with a CE above 0.75 shall not be welded.

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c. Welding Procedure Specifications and supporting Procedure Qualification Records with required testing per AWS D1.4, shall be provided for review and approval prior to welding.
d. These WPS's and PQR's shall be specific to the CE as determined above, and shall, in addition to the other AWS requirement, include minimum and maximum preheat and interpass temperatures that are specified to the CE. This preheat and interpass temperature shall be strictly enforced in the field.
e. If separate shipments of bars vary the weldability, the process listed in the above requirements shall be repeated for these new bars.

D. Locate reinforcing splices not indicated on drawings at point of minimum stress. Review locations of splices with SEOR.

PART 3 EXECUTION

3.01 PLACEMENT
A. Before placing bars, and again before concrete is placed, clean bars of loose rust and/or mill scale, dirt, oil, or any other coating that may be deleterious or could reduce bond with the concrete.

B. Securing in place:

1. Accurately place bars and wire tie in precise position where bars cross.

2. Bend ends of wire ties away from the forms.

3. Wire tie bars to the corners of ties and stirrups.

4. Support bars according to the Concrete Reinforcing Steel Institute (CRSI) "Placing Reinforcing Bars," using approved accessories and chairs.

5. Place precast concrete cubes with embedded wire ties to supporting reinforcing steel bars in concrete placed on grade and in footings.

6. Take adequate precautions to ensure that reinforcing bar position and spacing is maintained during concrete placement.

C. Do not displace or damage vapor barrier.

D. Maintain concrete cover around reinforcing as follows:

1. Refer to Drawings for cover requirements
E. Splices:

1. Do not splice reinforcing bars at the points of maximum stress except where indicated.

2. Lap splices as shown or required to develop the full strength or stress of the bars.

3. Stagger splices in horizontal wall bars at least 48" longitudinally in alternate bars and opposite faces.

F. Field Welding: As specified for fabrication.

3.02 FIELD QUALITY CONTROL
A. Comply with all pertinent provisions of Division 01 Section 01 40 00 "Quality Requirements".

B. Supervision: Perform Work to this Section under supervision of a capable superintendent.

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C. An independent testing agency, as specified in Section 01 40 00, shall inspect installed reinforcement for conformance to contract documents before concrete placement.

D. Where welding is done in the shop or at the site, perform welding of reinforcing bars under inspection of the Testing Laboratory Welding Inspector in accordance with Chapter 17 of the CBC. The welding inspector shall make a systematic record of all welds:

1. Identification marks of welders;

2. List of defective welds;

3. Manner of correction of defects.

The welding inspector shall check the material, equipment details of construction and procedures as well as the welds. The inspector shall check the ability of the welder. The welding inspector shall furnish the structural eingeer and the enforcement agency with a verified report that the welding which is required to be inspected is proper and has been done in confromity with the approved plans and specifications. The welding inspector shall use all means necessary to determine the quality of the weld. The inspector may use gamma ray, magnaflux, trepanning, sonics or any other aid to visual inspection, which the inspector may deem necessary to assure the adequacy of the welding.

END OF SECTION

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Section 03 3000
Cast-in-Place Concrete
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Section Includes cast-in-place concrete, concrete materials, mixture design, placement procedures and finishes for the following:

B. Floors and slabs on grade.

C. Joint devices associated with concrete work.

D. Concrete curing.

E. Concrete foundations
F. Concrete footings
G. Concrete walls

C. Section 03 2000 - Concrete Reinforcing.

D. Section 07 9200 - Joint Sealants: Products and installation for sealants and joint fillers for saw cut joints and isolation joints in slabs.

1.03 REFERENCE STANDARDS
A. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials; 2010.

B. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete; 1991 (Reapproved 2009).

C. ACI 301 - Specifications for Concrete Construction; 2020.

D. ACI 302.1R - Guide to Concrete Floor and Slab Construction; 2015.

E. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000.

F. ACI 305R - Hot Weather Concreting; 2010.

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G. ACI 306R - Cold Weather Concreting; 2010.

H. ACI 308R - Guide to Curing Concrete; 2001 (Reapproved 2008).

I. ACI 309R - Guide for Consolidation of Concrete
J. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2011.

K. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement; 2015.

L. ASTM A706/A706M - Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement; 2015.

M. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2018.

N. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2015a.

O. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2015.

P. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or (50-mm) Cube Specimens); 2013.

Q. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete; 2012.

R. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete; 2007.

S. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete; 2010a.

T. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2013.

U. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2015.

V. ASTM C685/C685M - Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing; 2014.

W. ASTM C1602/C1602M - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete; 2012

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Comply with the pertinent provisions of Section 01 60 00 " Product Requirements." Submit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions.

1. Material Certificates: For Each of the following, signed by the manufacturer(s)

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a. Cementitious materials
b. Admixtures
c. Curing compounds
d. Non-shrink grout

2. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with the requirements:
a. Aggregates
C. Mix Design: Submit proposed concrete mix design(s). For each concrete mixture:

1. Inidcate Intended Locations for use

2. Indicate proposed mix design complies with requirements of ACI 301, Section 4 - Concrete Mixtures.

3. Indicate proposed mix design complies with requirements of ACI 318, Chapter 5 - Concrete Quality, Mixing and Placing.
a. Mixes shall be based on existing approved compressive strength test data for concrete mixes in accordance with ACI 318 Section 5.3.1.1 and requirements below:
1) Strength Requirements: Design mixes for structural concrete for minimum 28- day compressive strengths required by Drawings and Specifications. The trial batch strength for each mix shall exceed indicated or specified strength by 750 psi or a lesser amount based on the standard deviations of strength test records according to ACI 318.
2) Normal Weight Concrete Mix Design: Design all mixes for workability and durability of concrete. Control the mixes in accordance with the CBC, ACI 318 Section 5.2, ACI 211.1, Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete, and Chapter 4, ACI 318, Building Code Requirements for Reinforced Concrete. Make adjustments in cement content required for concrete strengths at Contractor's expense and do not exceed 0.50 (or as indicated on concrete general notes of approved plans) absolute watercement or cement plus fly ash ratio by weight. Do not use calcium chloride or any admix containing such material. Admixtures containing a material releasing nitrates in solution are limited to 0.06 percent by weight for the chloride ion. 3) Maximum Aggregate Sizes: Not exceeding 3/4 of minimum clear space between bars and
between bars and forms, nor larger than 1/5 of least dimensions between the forms.

Design the mixes with 1" maximum size, except maximum 1-1/2" size for foundations as submitted by the contractor and approved by the Architect and Structural Engineer of Record.
4) Pumped Concrete: Design Concrete mixes specifically for pump placing with dry loose volume of fine aggregates not more than 47 percent of total aggregates.
5) ACI 318 Section 5.3.1.1 with test records. Where a testing laboratory acceptable to the enforcement agency has records of compressive strength tests, a standard deviation shall be established. Test records from which a standard deviation is calculated shall:
(a) Represent materials, quality control procedures and conditions similar to those expected, and changes in materials and proportions within the test records shall not have been more restricted than those for proposed work. (b) Represent concrete produced to meet a specified strength or strengths f’ c within 1,000 psi of that specified for proposed work.

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(c) Must consist of at least 30 consecutive tests or two groups of consecutive tests totaling at least 30 tests as defined in ACI 318 Section 5.3.1.1, except as provided in ACI 318 Section 5.3.1.2.

4. Include alternate mix designs when characteristics of materials, project conditions, weather, test results, or other circumstances warrant adjustments.

D. Samples for Pigment Color Selection: Submit manufacturer's complete sample chip set, including pigment number and required dosage rate for each color.

E. Verification Samples: Submit sample chips of specified colors indicating pigment numbers and required dosage rates, for subsequent comparison to installed concrete.

F. Test Reports: Submit report for each test or series of tests specified.

G. Manufacturer's Installation Instructions: For concrete accessories, indicate installation procedures and interface required with adjacent construction.

H. Delivery Tickets: With each transit truck provide delivery ticket, signed by an authorized representative from the batch plan, containing all information required by ASTM C94, as well as time batched, type of brand of cement, cement content, maximum size of aggregate and total water content.

1.05 QUALITY ASSURANCE
A. Comply with the pertinent provisions of 01 40 00 "Quality Requirements." B. Qualifications

1. Installer Qualifications: And experienced installer who has completed concrete work similar in material, design, and extendt to that indicated for this project and whose work has resulted in construction with a record of successful in-service performance. Adequate numbers of trained and experienced personnell shall be used.

2. Manufacturer Qualifications: The production facility supplying hydraulic cement concrete shall have a current Certification of Ready Mixed Concrete Production Facilities from the National Ready Mixed Concrete Association, or equivalent.

3. Concrete Testing and Inspection Services: The owner shall engage a qualified Independent Testing Agency to perform evaluation test and special inspections per Structural Notes on Drawings and as required per the code. Personnel conducting test shallbe qualified as ACI Concrete Field Testing Technician, Grade 1 according to ACI CP-1 or an equivalent program.

C. Perform work of this section in accordance with ACI 301 and ACI 318.

1. Maintain one copy of each document on site.

D. Source Quality Control: Refer to the following paragraphs for specific procedures. Concrete materials which, by previous tests or actual service, have shown conformance may be used without testing when so approved by SEOR. Testing laboratory shall perform the following conformance testing

1. Cementitious Material Test: The concrete supplier shall furnish to the enforcement agency certification from the cement manufacturer that the cement proposed for use on the project has been manufactured and tested in compliance with the requirements of ACI 318-11 Section 3.2.1 and the ASTM standards listed in the materials section of this Specification.

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2. Aggregates for Normal Weight Concrete: Test the aggregate before and after concrete mix is designed and whenever character of aggregate varies or source of material is changed in accordance with ASTM C33 and CBC. Include a sieve analysis. Obtain samples of aggregates at the dry batching or ready-mix concrete plant in accordance with ASTM D75 and perform tests for the properties listed in the following table:

Physical Properties
Physical Properties,
units
Test
Method
Minimum Values
Sieve analysis ASTM
C136
Loss after 5 cycles not more than 8
percent of coarse aggregate, nor
more than 10 percent of fine
aggregate
Organic impurities ASTM C40 Fine aggregate not darker than reference standard color
Soundness ASTM C88
Abrasion ASTM
C131
Weight loss not more than 10.5
percent after 100 revolutions, 42
percent after 500 revolutions
Deleterious materials ASTM
C33, C330
Materials finer than No.
200 sieve
ASTM
C117
Not over 1 percent for gravel, 1.5
percent for crushed aggregate
Reactivity potential ASTM
C227,
C289,
C342
Ratio of silica released to reduction
in alkalinity not to exceed 1.0.

Sand equivalent ASTM
D2419
California sand equivalent values
operating range not below 71
percent

3. Concrete Batch Plant Inspections: Conform to CBC and ACI. Continuous batch plant inspection is required for structural concrete, performed by a specially qualified inspector.

E. Compliance with Regulations: All materials shall comply with the current rules and regulations of the local air quality management district, with the rules regarding volatile organic compounds, and with FDA rules and regulations for dangerous substances in construction products.

F. Allowable Tolerances: Construct concrete conforming to the tolerances specified in ACI 117 "Recommended Tolerances for Concrete Construction and Materials", as applicable, unless exceeded by the requirements of regulatory agenciesor otherwise indicated or specified.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01 60 00, "Product Requirements."

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B. Ready-mix concrete shall be mixed and delivered in accordance with ASTM C 94. Each batch of concrete delivered to the Project site shall be accompanied by a time slip bearing departure time and signature of batch plant supervisor. Concrete shall be placed within 90 minutes after start of mixing. Concrete which has developed initial set shall not be used. Concrete which has partially hardened shall not be used. Deliver all materials in timely manner to ensure uninterrupted progress of the work.

C. Deliver, store and handle all cement and aggregate materials so as to prevent their deterioration or intrusion by foreign matter. Deteriorated or contaminated materials shall not be furnished.

1.07 JOB CONDITIONS
A. Cold Weather Requirements:

1. Follow recommendations of ACI 306R when concreting during cold weather.

2. Adequate equipment shall be provided for heating concrete materials and protecting concrete during freezing or near-freezing weather. Surfaces, in which concrete is to come in contact with, shall be free from frost or ice. No frozen materials or materials containing ice shall be furnished.

3. When placing concrete during freezing or near-freezing weather the mix shall have a temperature of at least 50 degrees F., but not more than 90 degrees F. when cement is added. Concrete shall be maintained at a temperature of at least 50 degrees F. for at least 72 hours after placing or until it has thoroughly hydrated. When necessary, concrete materials shall be heated before mixing. Special precautions shall be provided for protection of transit-mixed concrete.

B. Hot Weather Requirements:

1. Follow recommendations of ACI 305R when concreting during hot weather.

2. During hot weather, proper attention shall be provided for ingredients, production methods, handling, placing, protection and curing, to prevent excessive concrete temperatures or water evaporation which could impair required strength or durability.

PART 2 PRODUCTS

2.01 FORMWORK
A. Comply with requirements of Section 03 1000.

2.02 REINFORCEMENT MATERIALS
A. Comply with requirements of Section 03 2000.

2.03 CONCRETE MATERIALS
A. Cement: ASTM C150/C150M, Type II - ModeratePortland type, low alkali. Provide Type V where concrete is in contact with soil corrosive to concrete. Use Type III from one batch by a single source for all architecturally exposed concrete.

B. Fine and Coarse Aggregates: ASTM C 33, C330, and C 227, from approved pits, free from vegetable matter and of opaline, feldspar, or siliceous magnesium substances; all washed, clean,

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hard, fine-grained sound crushed rock or gravel; not over 5 percent by weight of flat, thin, elongated, friable, or laminated pieces (pieces having major dimension over 5 times average dimension) or more than 2 percent by weight of shale or cherty material. Any suitable individual grading of coarse aggregate may be furnished, provided Grading of Combined Aggregate indicated in following table is obtained.

GRADING OF COMBINED AGGREGATE
Sieve Number or
Size in Inches
1-1/2" Maximum
(Percent)
1" Maximum
(Percent)
3/4" Maximum
(Percent)
Passing a 2" - - -
Passing a 1-1/2" 95-100 - -
Passing a 1" 70-90 90-100 -
Passing a 3/4" 50-80 70-95 90-100
Passing a 3/8" 40-60 45-70 55-75
Passing a No. 4 35-55 35-55 40-60
Passing a No. 8 25-40 27-45 30-46
Passing a No. 16 16-34 20-38 23-40
Passing a No. 30 12-25 12-27 13-28
Passing a No. 50 2-12 5-15 5-15
Passing a No. 100 0-3 0-5 0-5
C. Water: Water shall be potable and free from deleterious matter or shall otherwise satisfy the requirements of ASTM C1602.

D. Pozzolan: ASTM C618, Class F or N Fly Ash (Class C Not permitted) subject to the conditions of the CBC, containing two percent or less carbon. Fly ash shall not be used in excess of 15 percent by weight of total cement quantity for structural concrete. Where fly ash replacement is 25% or higher, maximum water-cement ratio shall be 0.45. Fly ash need not be included in lightweight concrete mix designs.

E. Water: Clean, potable and not detrimental to concrete, complying with ASTM C94 and ASTM C1602

2.04 ADMIXTURES
A. Admixtures to be used in concrete shall be subject to prior approval by the Structural Engineer.

Where more than one admixture is used, they shall be compatible. Use of admixtures shall be consistent throughout Work.

B. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement.

C. Air Entrainment Admixture: ASTM C260/C260M.

D. High Range Water Reducing Admixture: ASTM C494/C494M Type F.

1. Super-Plasticizers (High Range Water Reducers): ASTM C494, Type F. Capable of producing concrete which can be placed at 8 11 inch slump without segregation, capable of maintaining slump within 2" of that initially mixed for 2 hours, and of maintaining concrete temperature within 2 degrees F. from time of batching for 2 hours minimum.

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E. Water Reducing and Retarding Admixture: ASTM C494/C494M Type D.

1. Only one brand. When used, are subject to approval of Structural Engineer of Record, and must reduce the mixing water at least 10 percent without entraining air in excess of 2 percent by volume. If the water reducing agent entrains more than 2 percent air, the water reduction shall be at least 12 percent, but in no case shall the water reducing agent entrain air in excess of 4 percent.

F. Water Reducing Admixture: ASTM C494/C494M Type A.

G. Waterproofing Admixture: Admixture formulated to reduce permeability to liquid water, with no adverse effect on concrete properties.

1. A crystalline permeability reducing admixture (PRAH) may be used in accordance with ACI 212.3R-10, where reduced concrete permeability is desired. Trial batches should be performed to ensure that the plastic and hardened properties of concrete meet expectations.

2. Admixture Composition: Crystalline, functioning by growth of crystals in capillary pores.

2.05 ACCESSORY MATERIALS
A. Non-Shrink Cementitious Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents.

1. Minimum Compressive Strength at 48 Hours: 2,000 pounds per square inch.

2. Minimum Compressive Strength at 28 Days, ASTM C109/C109M: 7,000 pounds per square inch.

3. non-gas-forming and free of oxidizing catalysts and inorganic accelerators, used as dry or damp pack, or mixed to a 20-second flow (CRC-C 611), without segregation or bleeding at any temperature between 45 degrees F and 100 degrees F.

4. Low-Slump, Dry Pack Products:
a. Drypack: Field mixture of I part Portland cement to 2 parts fine aggregate mixed to a damp consistency such that a ball molded in the hands will stick together and hold its shape. In lieu of field mixing, Contractor may use factory mixed drypack material, such as Master Builders "Set Grout." f'c shall be equal to 5,000 psi.

B. Non-Shrink Epoxy Grout: Moisture-insensitive, two-part; consisting of epoxy resin, nonmetallic aggregate, and activator.

2.06 BONDING AND JOINTING PRODUCTS
A. Bonding Agent: "Weld-Crete," manufactured by Larsen Products Co., P.O. Box 2127, Rockville, MD 20852, Master Builders "Concresive," or equal.

B. Construction Joint Materials: "Key-Kold" or "Kwik-Joint," of profiles indicated.

C. Slab Isolation Joint Filler: 1/2 inch thick, height equal to slab thickness, with removable top section that will form 1/2 inch deep sealant pocket after removal.

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D. Expansion Joint Fillers: Preformed strips, non-extruding and resilient bituminous type, of thickness indicated, conforming to ASTM D 1751 and ASTM D1752.

2.07 CURING MATERIALS
A. Curing Compound, Naturally Dissipating: Clear, water-based, liquid membrane-forming compound; complying with ASTM C309.

B. Moisture-Retaining Sheet: ASTM C171.

1. Curing paper, regular.

2. White-burlap-polyethylene sheet, weighing not less than 3.8 ounces per square yard.

2.08 CONCRETE MIXING
A. Furnish ready-mixed concrete from an approved commercial off-site plant. Conform to ASTM C 94, except materials, testing, and mix designs as specified herein. Use transit mixer trucks equipped with automatic devices for recording number of revolutions of drum. Comply with CBC Section, 1905.

B. Admixtures: All approved admixtures shall be introduced into the concrete at the batch plant.

Field additions are not acceptable.

C. Slump: Adjust quantity of water so concrete at point and time of placing does not exceed the slumps per plans when tested according to ASTM C143. Use the minimum water necessary for workability required by part of structure being cast.

D. For compressive strength, density, fly ash content, slump, and water-cement ratio, refer to the general notes in the plans.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify lines, levels, and dimensions before proceeding with work of this section.

3.02 GENERAL
A. Time of Placing: Do not place concrete until reinforcement, conduits, outlet boxes, anchors, hangers, sleeves, bolts, and other embedded materials are securely fastened in place. Contact the inspector at least 24 hours before placing concrete; do not place concrete until inspected by the inspector.

B. Pouring Record: A record shall be kept on the Project site of time and date of placing concrete in each portion of structure. Such record shall be maintained on the Project site until Substantial Completion and shall be available for examination by the SEOR.

3.03 PREPARATION

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A. Earth Subgrade: Dampen 24 hours before placing concrete, but do not muddy. Re-roll where necessary for smoothness and remove loose material.

B. Verify that forms are clean and free of rust before applying release agent.

C. Reglets and Rebates:

1. Form reglets and rebates in concrete to receive flashing, frames and other equipment as detailed and required. Coordinate dimensions and locations required with other related Work.

2. If concrete slabs on grade adjoin a wall or other perpendicular concrete surface, form a reglet in wall to receive and carry horizontal concrete Work. Reglet shall be full thickness of the slab and shall be 3/4 inch wide, unless otherwise indicated. Requirement does not apply to exterior walks, unless specifically indicated.

D. Screeds: Install screeds accurately and maintain at required grade or slab elevations after steel reinforcement has been installed , but before starting to place concrete. Install screeds adjacent to walls and in parallel rows not to exceed 8 feet on centers.

E. Screeds Over Vapor Barrier: Use weighted pad or cradle type screeds and do not drive stakes through the vapor barrier. Check with an instrument level, transit, or laser.

F. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories.

G. Remove all free water from forms before concrete is deposited. Remove hardened concrete, debris, and foreign materials from interior surfaces of forms, exposed reinforcing, and from surfaces of mixing and conveying equipment.

H. Wetting: Wet wood forms sufficiently to tighten up cracks. Wet other materials sufficiently to reduce absorption and to help maintain concrete workability.

I. Gravel Fill: Recompact disturbed gravel and bring to correct elevation.

J. Sand Beds or Subslab Drainage Fill: Recompact disturbed material and bring to correct elevation.

K. All concrete shall be thoroughly consolidated by suitable means during placement and shall be thoroughly worked around reinforcement and embedded fixtures and into corners of forms.

L. Interior Slabs on Grade: Install vapor retarder under interior slabs on grade. Comply with ASTM E1643. Lap joints minimum 6 inches. Seal joints, seams and penetrations watertight with manufacturer's recommended products and follow manufacturer's written instructions.

Repair damaged vapor retarder before covering.

3.04 PLACING CONCRETE
A. Sheet Vapor Retarders:

1. Place, protect, and repair sheet vapor retarder according to ASTM E 1643 and manufacturer’s written instructions.

2. Lap joints 6 inches and seal with manufacturer’s recommended adhesive or tape.

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B. Conveying and Placing:

1. Place concrete in accordance with ACI 304R.

2. Do not place concrete until reinforcing steel and forms or decks have been approved by the Inspector and other authorities having jurisdiction. Concrete shall be placed only under direct observation of the inspector. Do not place concrete outside of regular working hours, unless the inspector has been notified at least 48 hours in advance.

3. Comply with CBC Sections 1905.9 and 1905.10.

4. Concrete shall be conveyed from mixer to location of final placement by methods, which will prevent separation or loss of materials. Place concrete in horizontal layers not more than 18" thick within 90 minutes after water is first added to the batch.

5. In placing concrete in columns, walls or thin sections, provide openings in forms, elephant trunks, tremies or other recognized devices, to prevent segregation and accumulation of partially hydrated concrete on forms or metal reinforcement above level of concrete being placed. Such devices shall be installed so that concrete will be dropped vertically.

Unconfined vertical drop of concrete from end of such devices to final placement surface shall not exceed 5-feet for concealed concrete or over 3-feet for exposed concrete.

6. Concrete shall be placed as a continuous operation until placing of panel or section is completed. Top surfaces of vertically formed lifts shall be level.

7. Concrete shall be thoroughly consolidated during placement, and shall be worked around reinforcement and embedded fixtures with mechanical vibrators.

8. Where new concrete is placed against or on old or existing concrete, apply bonding agent to surface of old concrete prior to placement of new concrete.

C. Compaction and Screeding:

1. Compacting: Compact each layer of the concrete as placed with mechanical vibrators or equivalent equipment. Transmit vibration directly to concrete and in no case through the forms unless approved. Accomplish thorough compaction. Supplement by rodding or spading by hand adjacent to forms. Compact concrete into corners and angles of forms and around reinforcement and embedded fixtures. Recompact deep sections with congestion due to reinforcing steel as required.

2. Operation of Vibrators: Do not horizontally transport concrete in forms with vibrators nor allow vibrators to contact forms or reinforcing. Push vibrators vertically into the preceding layers that are still plastic and slowly withdraw, producing maximum obtainable density in concrete without creating voids or segregation. In no case disturb concrete that has partially set. Vibrate at intervals not exceeding two-thirds the effective visible vibration diameter of the submerged vibrator. Avoid excessive vibration that causes segregation.

3. Tamp freshly placed concrete with a heavy tamper until at least 3/8 inch of mortar is brought to surface. Concrete shall then be tamped with a light tamper and screeded with a heavy straightedge until depressions and irregularities are eliminated, and surface is true to finish grades or elevations. Remove excess water and debris.

4. Where slabs are to receive separate cement finish or mortar setting bed, continued tamping to raise mortar to surface is not performed. Laitance shall be removed by brushing with a stiff brush or by light sandblasting to expose clean top surface of coarse aggregate.

D. Floating and Troweling:

1. After concrete has been placed, struck off, consolidated, and restraightened, concrete shall not be worked further until ready for floating. Restraightening operation is best accomplished by use of 8 foot to 10 foot wide bull float. Power floating operations shall begin when the water sheen has disappeared, and when the mix has stiffened sufficiently

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to permit proper operation of power-driven float.

2. Consolidate surface with power-driven floats. Hand floating with wood or cork faced floats shall be used in locations inaccessible to power driven machine. Surface shall be restraightened at this stage with ten foot highway straightedge applied at not less than two different angles.

3. High spots shall be cut down and low spots filled during this procedure to produce planes checking true under straightedge in any direction. Uniformly slope surfaces to drains where occurs.

4. Restraightening operation shall be followed by final float pass to uniform, smooth, granular texture.

E. Joints: Comply with CBC Section 1906.4. Locate joints in concrete only where shown or approved and obtain prior approval for points of stoppage of any pour. Clean and roughen surface of construction joints by removing entire surface and exposing 1/4" of clean coarse aggregate solidly embedded in mortar matrix by chipping, use of an approved retarder agent, or equal. Water and keep hardened concrete wet for not less than 24 hours before placing the next lift or abutting concrete. Cover the horizontal surfaces of existing or previously placed and hardened concrete with a 2" thick layer of fresh concrete of required mix less 50 percent of coarse aggregate just before balance of concrete is placed.

F. Vertical Elements: Stop placement of concrete in walls and columns 1 1/2" below bottom of beams or supported slabs. Stop placement at sills and heads of wall openings in the same manner. Allow concrete in vertical elements to be in place at least 2 hours and until vertical settlement has ceased before placing concrete for floor framing.

G. Correction of Segregation: Before placing next layer of concrete, and at the top of each placement for vertical elements, remove all concrete containing excess water or fine aggregate, or showing deficiency of coarse aggregate, and fill the space with compacted concrete of correct proportions. Comply with CBC Section, 1906.4.

H. Filling, Leveling and Patching:

1. Concrete slabs exhibiting high or low spots and indicated to receive resilient floor covering or soft floor covering, shall have surfaces repaired. High spots shall be honed, or ground with power-driven machines to required tolerances. Low spots shall be filled with latex underlayment, installed in strict accordance with manufacturer's written recommendations.

2. Holes resulting from form ties or sleeve nuts shall be solidly packed, through exterior walls, by pressure grouting with cement grout, as specified. Grouted holes on exposed surfaces shall be screeded flush and finished to match adjoining surfaces.

I. Cement Base: Cement base shall be of the height, thickness, and shape detailed. Base shall be reinforced with one inch mesh, 18 gage, zinc-coated wire fabric. Base finish mixture shall be one part Portland cement, 2 parts of fine aggregate and one part pea gravel. Colored cement base shall include a chemically inert mineral oxide pigment in the mix.

J. Place concrete for floor slabs in accordance with ACI 302.1R.

K. Finish floors level and flat, unless otherwise indicated, within the tolerances specified below.

3.05 EXPANSION AND CONSTRUCTION JOINTS

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A. EXPANSION AND CONSTRUCTION JOINTS

1. Construction Joints: Details and proposed location of construction joints shall be as indicated on the Drawings, located to least impair strength of structure, in accordance with the following:
a. Thoroughly clean contact surface by sand blasting entire surface not earlier than 5 days after initial placement.
b. A mix containing same proportion of sand and cement provided in concrete plus a maximum of 50 percent of coarse aggregate shall be placed to a depth of at least one inch on horizontal joints. Vertical joints shall be wetted and coated with a neat cement grout immediately before placing of new concrete. c. Should contact surface become coated with earth, sawdust, or deleterious material of any kind after being cleaned, entire surface shall be re-cleaned before applying mix.

2. Expansion Joints: Provide expansion joints where indicated in walks and exterior slabs.

Space approximately 20 feet apart, unless otherwise indicated. Joints shall extend entirely through slab with joint filler in one piece for width of walk or slab.

3. Tooled Joints: Slabs, walks and paving shall be marked into areas as indicated with markings made with a V-grooving tool. Marks shall be round-edged, free from burrs or obstructions, with clean cut angles and shall be straight and true. Walks, if not indicated, shall be marked off into rectangles of not more than 12 square feet and shall have a center marking where more than 5 feet wide.

3.06 SLAB JOINTING
A. Locate joints as indicated on drawings.

B. Anchor joint fillers and devices to prevent movement during concrete placement.

C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to thickness of slab, set flush with top of slab.

D. Saw Cut Contraction Joints: Saw cut joints before concrete begins to cool, within 4 to 12 hours after placing; use 3/16 inch thick blade and cut at least 1 inch deep but not less than one quarter (1/4) the depth of the slab.

3.07 FLOOR FLATNESS AND LEVELNESS TOLERANCES
A. Maximum Variation of Surface Flatness:

1. Under Seamless Resilient Flooring: 1/8 inchin 10 feet.

2. Under Carpeting: 1/4 inch in 10 feet.

3. Under Wood Sports Flooring: 1/8" in 10 feet.

B. Correct the slab surface if tolerances are less than specified.

C. Correct defects by grinding or by removal and replacement of the defective work. Areas requiring corrective work will be identified. Re-measure corrected areas by the same process.

3.08 CONCRETE FINISHING
A. Soda and Acid Wash: Concrete surfaces to receive plaster, paint or other finish, and which have been formed by oil coated forms, shall be scrubbed with a solution of 1-1/2 pounds of

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caustic soda to one gallon of water. Surfaces where smooth wood or waste molds have been furnished shall be scrubbed with a solution of 20 percent muriatic acid. Wash with clean water after scrubbing.

B. Sacking: Exposed concrete curbs, and other similar surfaces shall be sacked by an application of Portland cement grout, floated, and rubbed. Sacking shall not be performed until patching and filling of holes has been completed. Entire sacking operation for any continuous area shall be started and completed within the same day.

1. Mix one part portland cement and 1-1/2 parts fine sand with sufficient water to produce a grout having consistency of thick paint. Wet surface of concrete sufficiently to prevent absorption of water from grout. Apply grout uniformly with a brush or spray gun, then immediately float surface with a cork or other suitable float, scouring wall vigorously.

2. While grout is still plastic, finish surface with a sponge-rubber float, removing excess grout. Allow surface to dry thoroughly, then rub vigorously with dry burlap to completely remove dried grout. No visible film or grout shall remain after rubbing with burlap.

C. Exposed Formed Concrete: Rub surfaces with a carborundum brick or equal until smooth and free of form marks, offsets, and other defects, and in uniform planes. Wet rubbed surface and then brush coat with cement grout consisting of 1 part light-colored Portland cement to 2 parts fine aggregate and mixed with water to the consistency of thick paint. Cork or wood float grout to fill all pits, air bubbles, and surface holes. Scrape off excess grout and rub surface with burlap or equal to remove all grout film. After grout sets, again coat with same grout, cure, then brick and burlap rub as necessary to eliminate remaining defects and blemishes, and damp cure surfaces for not less than 3 days or longer if required for complete curing of concrete.

Finish, clean, and cure each surface as a continuous operation. Produce uniformly plane smooth surfaces free of grout film, grout or rubbing marks, defects, or blemishes after painting or covering with a flexible type finish material. Unless otherwise indicated or specified, apply this finish on exposed formed concrete, exposed concrete at the building foundation, and where indicated or scheduled.

D. Sandblasting: Exterior concrete surfaces to receive stucco dash coat finish, where plywood or other smooth forms have been furnished, shall be uniformly sand-blasted with sharp quartz sand under sufficient air pressure to remove dirt, form oil and other foreign materials, and roughen surface to provide a proper bond. Such surfaces shall be thoroughly washed with clean water after sandblasting.

E. Concrete Slabs: Finish to requirements of ACI 302.1R, and as follows:

1. Other Surfaces to Be Left Exposed: Trowel as described in ACI 302.1R, minimizing burnish marks and other appearance defects.

3.09 CURING AND PROTECTION
A. Comply with requirements of ACI 308R. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury.

B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete.

C. All curing shall be per CBC Section 1905.11. Keep forms containing concrete in a wet condition until removed. Keep concrete continuously moist for not less than 7 days after placement. Keep concrete above 50ºF and moist with a fine fog water spray until protected by

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curing media.

D. Forms containing concrete, top of concrete between forms, and exposed concrete surfaces after removal of forms shall be maintained in a thoroughly wet condition for at least 7 consecutive days after placing. Use the water curing method, curing sheet material, or a clear liquid membrane-forming curing compound except as otherwise specified.

E. During times of dry or excessive winds, high ambient temperature, low humidity, or other ambient conditions causing rapid drying, use specified evaporation retardant and finishing aid material according to the manufacturers instructions and cure concrete with a fine fog spray of water, or equal, applied both during and after finishing and continued until final curing operations are started.

F. Within 24 hours after finishing, exterior slabs and paving, and interior slabs to receive cement topping or mortar setting beds, shall be covered with sand to a depth of 2 inches and kept thoroughly wet for 7 days.

1. Instead of sand covering, exterior walks and paving where no other surface treatment is specified, may be cured with clear liquid curing compound immediately installed in accordance with manufacturer's directions.

G. Where fly ash replacement is 20% or higher, floor slabs shall receive a 3 day moist cure and then 1 coat of approved curing compound. All other surfaces, with the exception of foundations, shall receive a coat of approved curing compound immediately after removal of formwork.

H. Surfaces Not in Contact with Forms:

1. Initial Curing: Start as soon as free water has disappeared and before surface is dry. Keep continuously moist for not less than three days by water ponding, water-saturated sand, water-fog spray, or saturated burlap.

2. Final Curing: Begin after initial curing but before surface is dry.

3.10 GROUTING AND DRYPACKING
A. Install as indicated or required. Where grouting and drypacking is part of the work of other sections, it shall conform to the following requirements, as applicable.

B. Drypacking: Mix materials thoroughly with minimum amount of water. Install drypack by forcing and rodding to fill voids and provide complete bearing under plates. Finish exposed surfaces smooth and cure with damp burlap or liquid curing compound.

C. Non-Shrink Grouting:

1. Mixing: Mix the approved non-shrink grout material with sufficient water per manufacturers recommendations.

2. Application: Surfaces to receive the non-shrink grout shall be clean, and shall be moistened thoroughly immediately before placing the mortar. Before grouting, surfaces to be in contact shall be roughened and cleaned thoroughly, all loose particles shall be removed and the surface flushed thoroughly with neat cement grout immediately before the grouting mortar is placed. Place fluid grout from one side only and puddle, chain, or pump for complete filling of voids; do not remove the dams or forms until grout attains initial set. Finish exposed surfaces smooth, and cure as recommended by grout manufacturer.

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3.11 FIELD QUALITY CONTROL
A. Comply with pertinent provisions of Section 014000: Quality Requirements.

B. Provide free access to concrete operations at project site and cooperate with appointed firm.

C. Testing/Evaluation of Concrete: Conform to CBC and ACI. Testing Laboratory shall perform following tests. Samples for testing shall be obtained in accordance with ASTM C 172, and shall be taken from as close to point of placement as possible.

1. Compressive Strength Tests: Cast one set of three or more cylinders from each days placing and each 50 cubic yards, or fraction thereof, or not less than once for each 2,000 square feet of surface area for slabs and walls, of each strength of structural concrete.

Date cylinders, assign record number, and tag showing the location from which sample was taken. Also record slump test result of sample. Do not make more than two series of tests from any one location or batch of concrete.

2. Test Cylinders: Samples will be made in accordance with ASTM C172. Cast cylinders according to ASTM C31; 24 hours later, store cylinders under moist curing conditions at about 70 F. Test according to ASTM C39 at 7 and 28 day ages. The remaining cylinder shall be kept in reserve in case tests are unsatisfactory.

D. Core Tests: Comply with CBC and ACI. If tests show that compressive strength of any concrete falls below required minimum at 28 day age, additional curing and testing of concrete which unsatisfactory test reports represent may be directed. Testing Laboratory shall take and test drilled cores as directed in accordance with ASTM C42. Contractor shall refill core holes with drypack concrete of the same compressive strength required for cored concrete. If core tests results are unsatisfactory, Contractor shall furnish required labor, equipment, and weights, and the Testing Laboratory shall conduct load testing on involved parts of building or structure as directed. Contractor shall bear additional curing and test costs, including Testing Laboratory costs, for concrete not meeting required compressive strength at 28 day age even if testing demonstrates that concrete has eventually attained required minimum compressive strength, and all costs for required corrections or removals and replacements as directed and required for approved construction.

E. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents.

F. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C143/C143M.

G. Slab Testing: Cooperate with manufacturer of specified moisture vapor reducing admixture (MVRA) to allow access for sampling and testing concrete for compliance with warranty requirements.

3.12 CLEAN UP
A. Remove rubbish, debris and waste materials and legally dispose of off the Project site.

3.13 PROTECTION
A. Do not permit traffic over unprotected concrete floor surface until fully cured.

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END OF SECTION

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Job Number: 0256-03-CU20 Section 03 3511
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Section 03 3511
Concrete Floor Finishes
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Surface treatments for concrete floors and slabs.

B. Liquid densifiers and hardeners.

C. Dry shake hardeners.

D. Concrete stains and dyes.

E. Clear penetrating sealers.

1.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast-in-Place Concrete: Finishing of concrete surface to tolerance; floating, troweling, and similar operations; curing.

1.03 REFERENCE STANDARDS
A. ACI 301 - Specifications for Concrete Construction; 2020.

B. ACI 302.1R - Guide to Concrete Floor and Slab Construction; 2015.

C. ANSI A326.3 - American National Standard Test Method for Measuring Dynamic Coefficient of Friction of Hard Surface Flooring Materials; 2017.

D. ASME B46.1 - Surface Texture (Surface Roughness, Waviness, and Lay); 2009.

E. ASTM F2508 - Standard Practice for Validation, Calibration, and Certification of Walkway Tribometers Using Reference Surfaces; 2016.

F. ASTM E1155 - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor Levelness Numbers; 1996 (Reapproved 2008).

1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the work with concrete floor placement and concrete floor curing.

B. Preinstallation Meeting: Convene a pre-installation meeting with relevant parties.

1.05 SUBMITTALS

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A. Product Data: Manufacturer's published data on each finishing product, including information on compatibility of different products and limitations.

B. Concrete Floor Protection Plan: Contractorshall provide a concrete floor protection plan.

C. Maintenance Data: Provide data on maintenance and renewal of applied finishes.

D. Specimen Warranty: Manufacturer warranty.

E. Provide letter of certification from concrete floor finish manufacturer for polished concrete system stating that the installer is a certified applicator of the polished concrete system and is familiar with proper procedures and installation requirements required by the manufacturer.

F. Provide copy of tribometer testing and validation reports per ASTM F2508

1.06 QUALITY ASSURANCE
A. Perform work in accordance with ACI 302.1R.

B. Installer Qualifications:

1. Use an experienced installer and adequate number of skilled workmen who are thoroughly trained and experienced in the necessary craft.

2. The special concrete finish manufacturer shall certify applicator.

3. Applicator shall be familiar with the specified requirements and the methods needed for proper performance of work of this section.

C. Concrete floor finishing sub-contractor to attend pre-installation meeting with concrete placement sub-contractor at least 1 week prior to placement of concrete. Architect and manufacturer's representative to attend pre-installation meeting with sub-contractors.

1. Finishing sub-contractor to review installation techniques for mock up and final floor slab with manufacturer.

2. Sub-contractors to review concrete mix design for compatibility with approved floor finish materials.

1.07 MOCK-UP
A. For coatings, construct mock-up area under conditions similar to those that will exist during application, with coatings applied.

B. Mock-Up Size: Minimum 15 feetsquarefor each specified finish and color.

C. Locate where directed by Owner and Architect.

D. If the Architect or Owner Representative determines that mock-ups do not meet requirements, demolish and remove them from the siteand cast other until mock-ups are approved.

E. Apprroved mock up to remain onsite until placement concrete slab.

1.08 DELIVERY, STORAGE, AND HANDLING

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A. Deliver materials in manufacturer's sealed packaging, including application instructions.

1.09 PROTECTION
A. No satisfactory chemical or cleaning procedure is available to remove petroleum stains from the concrete surface. Prevention is therefore essential.

1. All hydraulic powered equipment must be diapered to avoid staining of the concrete.

2. No trade will park vehicles on the inside slab. If necessary to complete their scope of work, drop cloths will be placed under vehicles at all times.

3. No pipe cutting machine will be used on the inside floor slab.

4. Steel will not be placed on interior slab to avoid rust staining.

5. Acids and acidic detergents will not come into contact with slab.

6. All trades are to be informed that the slab must be protected at all times.

B. Concrete Floor Protection Plan: Concrete floor finish Subcontractorshall assist Contractorin development of Concrete Floor Protection Plan (CFPP). Plan to include

1. Signage to communicate with subcontractors protection requirements. (Available from ASCC as free download)

2. Concrete floor protection materials and placement

3. Plans for maintenance of protection materials

1.10 FIELD CONDITIONS
A. Comply with manufacturers written instructions for cure time, substrate temperature and moisture content, ambietn temperature and humidity, ventilation adn other conditions affecting topping performance.

B. Maintain light level equivalent to a minimum 200 W light source at 8 feet above the floor surface over each 20 foot square area of floor being finished.

C. Maintain ambient temperature of 50 degrees F minimum or as recommended by the manufacturer.

1.11 WARRANTY
A. See Section 01 7800 - Closeout Submittals for additional warranty requirements.

B. Finish Warranty: Provide 10-year manufacturer warranty against excessive degradation of finish and that it will remained hardened, dustproof, and water repellent.

PART 2 PRODUCTS

2.01 CONCRETE FLOOR FINISH APPLICATIONS
A. Liquid Densifier and Hardener:

1. Use at following locations: Plumbing Chase and Kiosk.

B. Dry Shake Hardener:

1. Use at following locations: Restrooms.

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C. Clear Coating:

1. Use at following locations: Restroom.

2.02 DENSIFIERS AND HARDENERS AND SEALERS
A. Liquid Densifier and Hardener: Penetrating chemical compound that reacts with concrete, filling the pores, hardening, and dustproofing.

1. Products:
a. Ashford Formula; Curecrete Distribution, Inc.: www.ashfordformula.com b. Substitutions: See Section 01 6000 - Product Requirements.

B. Dry Shake Hardener: Premixed dry powder for spreading on and working into concrete surface prior to set.

1. Color(s): As selected by Architectfrom manufacturer's customrange.

2. Color(s):
a. Base Color: 100% Coverage: Arizona Tan A-53
b. Accent Color: 33% Coverage. Broadcasted over base color for mottled, flashed look:

Terra Cotta A-26

3. Composition: Non-metallic aggregate.
a. Products:
1) Sika Color; LITHOCHROME Color Hardener: www.scofield.com/#sle. 2) Substitutions: See Section 01 6000 - Product Requirements.

2.03 COATINGS
A. Penetrating Sealer: Transparent, nonyellowing, water- or solvent-based coating.

1. Composition: Silane-siloxane mixture.
a. Products: From same manufacturer as dry shake hardener 1) Sika Corporation; SikaCem-102 First Seal: https://usa.sika.com.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that floor surfaces are acceptable to receive the work of this section.

B. Verify that flaws in concrete have been patched and joints filled with methods and materials suitable for further finishes.

C. Concrete must be in place a minimum of 45 days or as directed by the manufacturer before application can begin.

D. Meeting with concrete installer.

E. Letter to contractor and owner idenitfying areas formed not meeting required tolerances for installation.

3.02 TOLERANCES

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A. Measure for F(F) and F(L) tolerances for floors in accordance with ASTM E1155, within 48 hours after slab installation.

B. Finish concrete to achieve the following tolerances. Where sloping to a drain, omit level criteria.

1. Exposed to view without additional finishing: Ff 30 and Fl 20.

2. Exposed to view with concrete polishing system applied: Ff 40 and Fl 30.

C. Correct the slab surface if tolerances are less than specificed.

D. Correct defects by grinding or by removal and replacement of the defectivve work. Areas requiring corrective work will be identified. Re-measure corrected areas by the same process.

3.03 GENERAL
A. Apply materials in accordance with manufacturer's instructions.

3.04 FLOOR FINISHING
A. Finish concrete floor surfaces in accordance with ACI 301 and ACI 302.1R.

B. In areas with floor drains, maintain design floor elevation at walls; slope surfaces uniformly to drains at 1/8 inch per foot nominal. No slope shall exceed 1/4 per foot.

C. Densifer Applicaion

1. Clean floor in accordance with manifacturure's recommendations.

2. Apply densification in acordance with manufacturer's recommendations over broom finished concrete slab.

3. Remove excess after 45 minutes or in accordance with manufacturer's recommendations.

D. Dry Shake Hardener Applicaiton

1. Apply base color and work into concrete surface.

2. Allow adequate time for base color to cure to ensure no over-bleed of accent color.

3. Broadcast accent color for "flashed" finish along with additional base color if required and work into concrete surface. Trowel to create mottled amorphic color finish.

4. Broom finish concrete to achieve slip resistance

5. Apply penetraiting sealer per manufacturer's recommendations.

E. Slip Resistance:

1. Minimum wet dynamic coeficient of friction: 0.42 when measured per ANSI A326.3

2. Minimum floor roughness of 0.41 micrometers (16 micro inches) when measured per ASME B46.1

3.05 COATING APPLICATION
A. Verify that surface is free of previous coatings, sealers, curing compounds, water repellents, laitance, efflorescence, fats, oils, grease, wax, soluble salts, residues from cleaning agents, and other impediments to adhesion.

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B. Protect adjacent non-coated areas from drips, overflow, and overspray; immediately remove excess material.

3.06 PROTECTION
A. Protect finished work until fully cured in accordance with manufacturers recommendations.

B. Protect finished work for the duration of construction.

END OF SECTION

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Job Number: 0256-03-CU20 Section 04 2000
02-21-2024 04 2000 - Unit Masonry

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Section 04 2000
Unit Masonry
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Concrete block.

B. Concrete facing brick.

C. Mortar and grout.

D. Installation of Reinforcement
E. Placement of anchor bolts, assemblies and embeds
F. Grouting of plates and embeds
G. Accessories.

1.02 RELATED REQUIREMENTS
A. Section 03 2000 - Concrete Reinforcing: Reinforcing steel for grouted masonry.

B. Section 03 3000 - Cast-in-Place Concrete: Installation of dovetail slots for masonry anchors.

C. Section 04 0511 - Masonry Mortaring and Grouting.

D. Section 05 5000 - Metal Fabrications: Loose steel lintels.

E. Section 07 6200 - Sheet Metal Flashing and Trim: Through-wall masonry flashings.

F. Section 07 9200 - Joint Sealants: Sealing control and expansion joints.

1.03 REFERENCE STANDARDS
A. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units; 2014.

B. ASTM C140/C140M - Standard Test Methods of Sampling and Testing Concrete Masonry Units and Related Units; 2014.

C. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2018.

D. ASTM C150/C150M - Standard Specification for Portland Cement; 2016.

E. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2006 (Reapproved 2011).

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F. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2019a, with Editorial Revision.

G. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2011.

H. ASTM C476 - Standard Specification for Grout for Masonry; 2010.

I. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete; 2010.

J. ASTN C1019 - Standard Test Method for Sampling and Testing Grout, 2016 K. ASTM C1314 - Standard Test Method for Compressive Strength of Masonry Prisms; 2014.

L. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures; 2016.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Mix Designs and test results:

1. One of the following for each mortar mix
a. Mix designs indicating type and proportions of ingredients in compliance with the proportion specification of ASTM C270, or
b. Mix designs and mortar tests performed in accordance with the property specification of ASTM C270

2. One of the following for each grout mix
a. Mix designs indicating type and proportions of ingredients in compliance with the proportion specification of ASTM C476, or
b. Mix designs and grout strength tests performed in accordance with the property specification of ASTM C476, or
c. Compressive strength tests performed in accordance with ASTM C1019, and slump flow and Visual Stability Index (VSI) as determined by ASTM C1611/C1611M.

C. Material Certificates- Material certificates for the following, certifying that each material is in compliance.

1. Reinforcement
a. Refer to Section 03 2000 Concrete Reinforcement

2. Anchors, ties, fasteners, and metal accessories

3. Masonry Units

4. Mortar and grout materials

5. Self-Consolidating grout
D. Construction Procedures

1. Cold weather construction procedures

2. Hot weather construction procedures
E. Samples: Submit two samples of decorative block units to illustrate color, texture, and extremes of color range.

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F. Samples of cured dry mortar showing finish color.

G. Cured sealant colors for control joints.

H. Control Joint Filler, 12" pieces of each size and type.

1.05 QUALITY ASSURANCE
A. Comply with the pertinent provisions of 01 4000 "Quality Requirements." B. Comply with provisions of the following codes and standards except where exceeded by requirements of the contract documents.

1. California Building Code (CBC), 2016

2. ACI 530/530.1/ERTA, Building Code Requirements for Masonry Structures, 2013 C. Inspections:

1. General: Structural verifications inspections and test shall be performed in accordance with the following codes and standards:
a. California Building Code (CBC), 2016
b. ACI 530/530.1/ERTA, Building Code Requirements for Masonry Structures, 2013

2. Owner Requirements:
a. The owner or owner's agent shall employ one or more approved agencies to perform inspections during construction as required by code and shown in the contract documents and specifications

3. Special Inspection
a. Qualifications: The special inspector(s) shall provide written documentation to the building official demonstrating his or her competence and relevant experience or training. The experience or training shall be considered relevant when the documented experience or training is related in complexity to the same type of special inspection activities for projects of similar complexity and material quantities. b. Special Inspection Report Requirements
1) The special inspector shall keep record of inspections 2) The special inspector shall furnish inspection reports to the building official and to the Architect and Engineer of Record.
3) Reports shall indicate that work inspected was or was not completed in conformance to approved construction documents.
4) Discrepancies shall be brought to the immediate attention of the contractor for correction
5) If not corrected discrepancies shall be brought to the attention of the building official, and the Architect and Engineer of Record prior to completion of that phase of work.
6) A final report documenting the special inspections and correction of any discrepancies noted shall be submitted to the building official.

4. Contractor Requirements
a. Special inspection is in addition to the contractor's quality control inspections and testing. The contractor's quality control inspections and testing shall occur prior to special inspection and reports shall be available to the special inspector. b. The contractor will notify, in writing, the owner or owner's agent at least 48 hours in advance of special inspection required.

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c. The contractor shall ensure that the work for which special inspection is required remains accessible and exposed for special inspection purposes until completion of the required special inspection.
d. Any contractor responsible for the construction of the main wind and/or seismic force resisting system shall submit a written statement of responsibility to the building official and owner prior to commencement of work on the system or component. The statement of responsibility shall contain acknowledgement and awareness of the special inspection requirements.

5. Inspections Required per TMS 602-13/ACI 530.1/ASCE 6-13:

Level C Quality Assurance

MINIMUM TESTS
Verification of f', and f'AAC in accordance with Article 1.4B prior to construction and for every 5,000 sq. ft. during construction. (see Section a below)
Verification of proportions of materials in premixed or preblended mortar and grout other than self-consolidating grout as delivered to the project site.

Verification of slump flow and visual stability Index (VSI) as delivered to the project site in accordance with Article 1.5 B.1.b.3 for self-consolidating grout

MINIMUM SPECIAL INSPECTION
Inspection Task Frequency Reference for Criteria
Cont. Periodic TMS402/
ACI 530/
ASCE 5
TMS402/
ACI 530.1/
ASCE 6

1. Verify Compliance with
the approved submittals
X Art. 1.5

2. Verify that the following
are in compliance:
a. Proportions of site-mixed
mortar, grout
X Art. 2.1,

2.6A, 2.6B,

2.6C,

2.4G.1.b
b. Grade, type and size of
reinforcement and anchor
bolts
X Sec. 6.1 Art. 2.4, 3.4
c. Placement of masonry
units and construction of
mortar joints
X Art. 3.3B
d. Placement of
reinforcement, connectors
X Sec. 6.1,

6.2.1, 6.2.6,

6.2.7 Art. 3.2E,

3.4, 3.6A
e. Grout space prior to
grouting
X Art. 3.2D,

3.2F
f. Placement of grout X Art. 3.5,

3.6C

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g. Size and location of
structural elements
X Art. 3.3F
h. Type, size, and location
of anchors including other
details of anchorage of
masonry to structural
members, frames and other
construction
X Sec.

1.2.1(e),

6.1.4.3,

6.2.1 i. Welding of reinforcement X Sec.

8.1.6.7.2,

9.3.3.4(c),

11.3.3.4(b)
j. Preparation, construction,
and protection of masonry
during cold weather
(temperature below 40
degrees F) or hot weather
(temperature above 90
degrees F)
X Art. 1.8C,

1.8D

3. Observe Preparation of
grout specimens, and/or
prisms
X Art. 1.4,
B.2.a.3, 1.4
B.2.b.3, 1.4
B.2.c.3, 1.4
B.3, 1.4 B.4
a. Masonry compressive strength shall be determined for each wythe by the unit strength method or by the prism method (Reference the Specification for Masonry Structures (TMS 602-13/ACI 530.1-13/ASCE 6-13 Art. 1.4) 1) Unit Strength Method (Reference the Specification for Masonry Structures (TMS 602-13/ACI 530.1-13/ASCE 6-13 Art. 1.4B.2)
(a) Units are to be sampled and tested to very conformance with ASTM C90. (b) Thickness of the bed joint shall not exceed 5/8".
(c) For grouted masonry the grout shall conform to TMS 602-13/ACI 530.1-13/ASCE 6-13 Art. 2.2.
2) Prism Test Method: Determine the compressive strength of concrete masonry by the prism test method in accordance with ASTM C1314.

1.06 MOCK-UPs
A. Sample panels

1. Construct sample panels of masonry walls.
a. Use materials and procedures accepted for the work
b. The minimum sample panel dimensions are 4 feet by 4 feet. c. The acceptable standard for the work is established by the accepted panel d. Retain sample panels at the project site until work has been accepted.

1.07 DELIVERY, STORAGE, AND HANDLING

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A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials.

B. Do not use damaged masonry units, damaged components of structure, damaged packaged materials,
C. Protect cementitious materials for mortar and grout from precipitation and groundwater D. Do not use masonry materials that are contaminated
E. Store different aggregates separately
F. Protect reinforcement, ties and metal accessories from permanent distortions and store them off the ground.

1.08 PROJECT CONDITIONS
A. Construction Loads - Do not apply construction loads that exceed the safe superimposed load capacity of the masonry and shores, if used.

B. Masonry Protection - Cover top of unfinished masonry work to protect it from moisture intrusion
C. Hot Weather Construction - Implement approved hot weather procedures and comply with the following:

1. Preparation When the ambient air temperature exceeds 100 degrees F, or exceeds 90 degrees F with a wind velocity greater than 8 mph:
a. Preparation When the ambient air temperature exceeds 100 degrees F, or exceeds 90 degrees F with a wind velocity greater than 8 mph:
1) Maintain sand piles in a damp, loose condition
2) Provide necessary conditions and equipment to produce mortar having a temperature below 120°F

2. Construction — While masonry work is in progress
a. When the ambient air temperature exceeds 100°F, or exceeds 90°F with a wind velocity greater than 8 mph:
1) Maintain temperature of mortar and grout below 120°F. 2) Flush mixer, mortar transport container, and mortar boards with cool water before they come into contact with mortar ingredients or mortar. 3) Maintain mortar consistency by retempering with cool water. 4) Use mortar within 2 hr of initial mixing.

3. Protection — When the mean daily temperature exceeds 100°F or exceeds 90°F with a wind velocity greater than 8 mph, fog spray all newly constructed masonry until damp, at least three times a day until the masonry is three days old.

PART 2 PRODUCTS

2.01 CONCRETE MASONRY UNITS
A. Concrete Block: Comply with referenced standards and as follows:

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1. Size: Standard units with nominal face dimensions of 16 by 8 inches and nominal depth of 8 inches.

2. Load-Bearing Units: ASTM C90, medium weight.
a. Hollowblock, as indicated.

2.02 MORTAR AND GROUT MATERIALS
A. Mortar

1. Provide mortar conforming to the following parameters a. Conform to ASTM C270
b. Comply with Section 2103.2 of the 2016 CBC
c. Type S Mortar
d. 1,800 psi minimum 28 day compressive strength
B. Grout

1. Provide grout conforming to the following parameters a. Conform to ASTM C476
b. Comply with Section 2103.3 of the 2016 CBC
c. 2,000 psi minimum 28 day compressive strength. Determine compressive strength of grout in accordance with ASTM C1019.
d. Do not use admixtures unless accepted by the Engineer of Record. Field addition of admixtures is not permitted in self-consolidating grout.

C. Portland Cement: ASTM C150/C150M, Type I; color as required to produce approved color sample.

1. Hydrated Lime: ASTM C207, Type S.

2. Grout Aggregate: ASTM C404.

D. Pigments for Colored Mortar: Pure, concentrated mineral pigments specifically intended for mixing into mortar and complying with ASTM C979/C979M.

2.03 REINFORCEMENT AND ANCHORAGE
A. Reinforcing Steel: Type specified in Section 03 2000; size as indicated on drawings; uncoated finish.

2.04 ACCESSORIES
A. Preformed Control Joints: Rubber material. Provide with corner and tee accessories, fused joints. See Project Plans for additional control joint requirements.

B. Joint Filler: Closed cell polyvinyl chloride; oversized 50 percent to joint width; self expanding; in maximum lengths available.

C. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.

2.05 MORTAR AND GROUT MIXING
A. Mortar

1. Mix cementitious materials and aggregates between 3 and 5 minutes in a mechanical batch mixer with a sufficient amount of water to produce a workable consistency. Do not hand

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mix mortar. Maintain workability of mortar by remixing or retempering. Discard mortar which has begun to stiffen or is not used within 2-1/2 hours after initial mixing.

2. Limit the weight of mineral oxide or carbon black pigments added to project-site prepared mortar to the following maximum percentages by weight of cement:
a. Pigmented portland cement-lime mortar
1) Mineral oxide pigment = 10 percent
2) Carbon black pigment = 2 percent
b. Pigmented mortar cement mortar
1) Mineral oxide pigment = 5 percent
2) Carbon black pigment = 1 percent
c. Pigmented masonry cement mortar
1) Mineral oxide pigment = 5 percent
2) Carbon black pigment = 1 percent
Do not add mineral oxide or carbon black pigment to preblended colored mortar or colored cement.

3. Do not use admixtures containing more than 0.2 percent chloride ions B. Grout

1. Except for self-consolidating grout, mix grout in accordance with the requirements of ASTM C476.

2. Unless otherwise required, mix grout other than self-consolidating grout to a consistency that has a slump between 8 and 11 inches.

3. Proportioning of self-consolidating grout at the project site is not permitted. Do not add water at the project site except in accordance with the self-consolidating grout manufacturer's recommendations.

C. Grout: ASTM C476; consistency required to fill completely volumes indicated for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive masonry.

1. Include verification that foundations are constructed within a level alignment tolerance of +/- 1/2 inch.

B. Verify that related items provided under other sections are properly sized and located.

1. Include verification that reinforcing dowels are positioned in accordance with the project drawings.

C. If stated conditions are not met notify the Architect and Engineer of Record.

3.02 PREPARATION
A. Clean reinforcement and shanks of anchor bolts by removing mud, oil, or other materials that will adversely affect or reduce bond at the time mortar or grout is placed. Reinforcement with rust, mill scale, or both are acceptable without cleaning or brushing provided that the dimensions, of a cleaned sample are not less than required by the ASTM specification

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governing the reinforcement.

B. Prior to placing masonry, remove laitance, loose aggregate, and anything else that would prevent mortar from bonding to the foundation.

C. Wetting Masonry units

1. Concrete Masonry - Unless otherwise required, do not wet concrete masonry before laying. Wet cutting is permitted.

D. Debris - Construct grout spaces free of mortar dropping, debris, loose aggregates, and any material deleterious to masonry grout.

E. Reinforcement - Place reinforcement and ties in grout spaces prior to grouting F. Cleanouts - Provide cleanouts in the bottom course of masonry for each grout pour when grout pour exceeds 5 ft 4 in.

1. Construct cleanouts so that the space to be grouted can be cleaned and inspected. In solid grouted masonry, space cleanout horizontally a maximum of 32 inches on center.

2. Construct cleanouts with an opening of sufficient size to permit removal of debris. The minimum opening dimension shall be 3 in.

3. After cleaning, close cleanouts with closures braced to resist grout pressure.

3.03 COLD AND HOT WEATHER REQUIREMENTS
A. Comply with requirements of TMS 402/602 or applicable building code, whichever is more stringent.

3.04 COURSING
A. Establish lines, levels, and coursing indicated. Protect from displacement.

B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness.

C. Concrete Masonry Units:

1. Bond: Running. Unless Otherwise required on the drawings

2. Coursing: One unit and one mortar joint to equal 8 inches.

3.05 PLACING AND BONDING
A. Placing mortar units

1. Mortar joints at foundations - In the starting course on the foundations and other supporting members, construct bed joints so that the bed joint thickness is a least /1/4 inch and not more than:
a. 1-1/4" when the first course of masonry is solid grouted and supported by a concrete foundation.

2. Bed and head joints - Unless otherwise required construct 3/8 in thick bed and head joints except at foundation. Construct joints that also conform to the following a. Fill holes not specified in exposed and below grade masonry with mortar. b. Unless otherwise required, tool joint with a round jointer when the mortar is thumbprint hard.

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c. Remove masonry protrusions extending 1/2 inch or more into cells or cavities to be grouted.

3. Hollow units - Place hollow units so:
a. Face shells of bed joints are fully mortared
b. Webs are fully mortared in:
1) all courses of piers, columns and pilasters;
2) when necessary to confine grout or insulation.
c. Head joints are mortared, a minimum distance from each face equal to the face shell thickness of the unit.
d. Vertical cells to be grouted are aligned and unobstructed openings for grout are provided in accordance with the project drawings.

4. Open units with beveled ends - Fully grout open-end units with beveled ends. Head joints of open-end units with beveled ends need not be mortared. At the beveled ends, form a grout key that permits grout within 5/8 inch of the face of the unit to prevent leakage of grout.

5. All Units
a. Place clean units while the mortar is soft and plastic. Remove and re-lay in fresh mortar any unit disturbed to the extent that the initial bond is broken after initial positioning.
b. Cut exposed edges or faces of masonry units smooth, or position so that exposed faces or edges are unaltered manufactured surfaces.
c. When the bearing of a masonry wythe on its support is less than two-thirds of the wythe thickness, notify the Architect and Engineer of Record.

B. Embedded items an accessories - Install embedded items and accessories as follows:

1. Construct chases as masonry units are laid

2. Install pipes and conduits passing horizontally through masonry partitions.

3. Place pipes and conduits passing horizontally through piers, pilasters, or columns

4. Place horizontal pipes and conduits in and parallel to plane of walls

5. Install secure connectors, flashing, weep holes, weep vents, nailing blocks, and other accessories.

6. Install movement joints.

7. Aluminum - Do not embed aluminum conduits pipes and accessories in masonry, grout or mortar unless they are effectively coated or isolated to prevent chemical reaction between aluminum and cement or electrolytic action between aluminum and steel.

C. Bracing of masonry - Design, provide and install bracing that will assure stability of masonry during construction.

D. Site tolerances - Erect masonry within the following tolerances from the specified dimensions.

1. Dimension of elements
a. In cross section or elevation (-1/4 in., +1/2 in.)
b. Mortar joint thickness
bed joints between masonry courses (+ 1/8 in)
bed joint between flashing and masonry (-1/2 in., +1/8 in.) head (-1/4 in., +3/8 in.)
c. Grout space or cavity width, except for masonry walls passing framed construction (-1/4 in., +3/8 in.)

2. Elements
a. Variation from level
bed joints (+/- 1/4 in. in 10 ft, +/- 1/2 in. maximum)

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top surface of load bearing walls (+/- 1/4 in. in 10 ft, +/- 1/2 in. maximum) b. Variation from plumb (+/- 1/4 in. in 10 ft, +/- 3/8 in. in 20 ft,+/- 1/2 in. maximum) c. True to a line (+/- 1/4 in. in 10 ft, +/- 3/8 in. in 20 ft,+/- 1/2 in. maximum) d. Alignment of columns and walls (bottom versus top) (+/- 1/2 in. for load bearing walls and columns., +/- 3/4 in. for non-load bearing walls)

3. Location of elements
a. Indicated in plan (+/- 1/2 in. in 20 ft, +/- 3/4 in. maximum) b. Indicated in elevation (+/- 1/4 in. in story height +/- 3/4 in. maximum) c. If the above conditions cannot be met due to previous construction, notify the Architect and Engineer of Record.
d. Reinforcement, tie, and anchor installation

3.06 REINFORCEMENT, TIE AND ANCHOR INSTALLATION
A. Basic requirements - Place reinforcement, wall ties and anchors in accordance with the sizes, types, and locations indicated on the Project Drawings and as specified. Do not place dissimilar metals in contact with each other.

B. Reinforcement

1. Support reinforcement to prevent displacement caused by construction loads or by placement of grout or mortar, beyond the allowable tolerances.

2. Completely embed reinforcing bars in grout in accordance with the Section entititled grout placement.

3. Maintain clear distance between reinforcing bards and the interior of masonry unity or formed surface of at least 1/4 inch for fine grout and 1/2 inch for coarse grout, except where cross webs of hollow units are used as supports for horizontal reinforcement.

4. Place reinforcing bars maintining the following minimum cover:
a. Masonry face exposed to earth or weather 2 in for bars larger than No. 5, 1-12/ in. for No. 5 bars or smaller.
b. Masonry not exposed to earth or weather 1-1/2 in.

5. Maintain minimum clear distance between parallel bars of the nominal bar size or 1 in., whichever is greater.

6. In columns and pilasters, maintain minimum clear distance between vertical bars of one and one-half times the nominal bar size or 1-1/2 in., whichever is greater.

7. Splice only where indicated on the Project Drawings, unless otherwise acceptable. When splicing by welding, provide welds in conformance with the provisions of AWS D1.4.

8. Do not bend reinforcement after it is embedded in grout or mortar without approval from the Engineer of Record.

9. Noncontact lap splices - Postion bars spliced by noncontact lap splices no farther apart transversely than one-fift the specified length of lap nor more than 8 in.

10. Joint reinforcement
a. Place joint reinforcement so that longitudinal wires are embedded in mortar with a minimum cover of 1/2 in. when not exposed to weather or earth; or 5/8 in. when exposed to weather or earth.
b. Provide minimum 6 in. lap splice for joint reinforcement. c. Ensure that all ends of longitudinal wires of joint reinforcement at laps are embedded in mortar or grout.

11. Placement tolerances
a. Place reinforcing bars in walls and flexural elements within a tolerance of +/- 1/2 in. when the distance from the centerline of reinforcing bars to the opposite face of masonry, d, is equal to 8 in. or less, +/- 1in. for d equal to 24 in. or less but greater

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than 8 in., and 1-1/4 in. for d greater than 24 in.
b. Place vertical bars within:
1) 2 in. of the required location along the length of the wall when the wall segment length exceeds 24 in.
2) 1 in. of the required location along the length of the wall when the wall segment length does not exceed 24 in
3) If it is necessary to move bars more than one bar diameter or a distance exceeding the tolerance stated above to avoid interference with other reinforcing steel, conduits, or embedded items notify the Engineer of Record. 4) Foundation dowels that interfere with unit webs are permitted to be be bent to a maximum of 1 in. horizontally for every 6 in. of vertical height.

C. Anchor bolts

1. Embed headed and bent-bar anchor bolts larger than 1/4 in. diameter in grout that is placed in accordance with Section 3.06A and Section 3.06B. Anchor bolts of 1/4 in.diameter or less are permitted to be placed in grout or mortar bed joints that have a specified thickness of at least 1/2 in. thickness.

2. For anchor bolts placed in the top of grouted cells and bond beams, maintain a clear distance between the bolt and the face of masonry unit of at least 1/4 in. when using fine grout and 1/2 in. when using coarse grout.

3. For anchor bolts placed throught the face shell of a hollow masonry unit, drill a hole that is tight-fitting to the bolt or provide minimum clear distance that conforms to Section

3.05D.2 around the bolt and through the face of the shell. For the portion of the bolt that is within the grouted cell, maintain a clear distance between the bolt and the face of masonry unit and between the head or bent leg of the bolt and the formed surface of grout of at least 1/4 in. when using fine grout and at least 1/2 in when using coarse grout.

4. Place anchor bolt with a clear distance between parallel anchor bolts not less than the nominal diameter of the anchor bolt, nor less than 1 in.

3.07 GROUT PLACEMENT
A. Placing time - Place grout wihin 1-1/2 hr from introducing water in the mixture and prior to initial set.

1. Discard site-mixed grout that does not meet the specified slump without adding water after initial mixing.

2. For ready-mixed grout:
a. Addition of water is permitted at the time of discharge to adjust slump. b. Discard ready mixed grout that does not meet the specified slump without adding water, other than the water that was added at the time of discharge.

The time limit is waived as long as the ready mixed grout meets the specified slump.

B. Confinement - Confine grout to the areas indicated on the project drawings. Use material to confine grout that permits bond between masonry units and mortar.

C. Grout pour height - Do not exceed the maximum grout pour height given in the Table below Grout
Type
(1)
Maximum
grout pour
height, ft
Minimum clear width
of grout space, in (2,3)
Minimum clear grout space
dimensions for grouting cells of
hollow units, in x in (3,4,5)
Fine 1 3/4 1-1/2x2
Fine 5.33 2 2x3

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Fine 12.67 2-1/2 2-1/2x3
Fine 24 3 3x3
Coarse 1 3/4 1-1/2x3
Coarse 5.33 2 2-1/2x3
Coarse 12.67 2-1/2 3x3
Coarse 24 3 3x4

1. Fine and course grouts are defined by ASTM C476.

2. For grouting between masonry wythes.

3. Minimum clear width of grout space and minimum clear grout space dimension are the net dimension of the space determined by subtracting masonry protrusions and the diameters of horizontal bars from the as-built cross section of the grout space. Select grout type and maximum grout pour height based on minimum clear space.

4. Area of vertical reinforcement shall not exceed 6 percent of the area of the grout space.

D. Grout lift height

1. For grout conforming to Section 2.02B
a. Where the following conditions are met, place grout in lifts not exceeding 12 ft 8 in. 1) The masonry has cured at least 4 hours
2) The grout slump is maintained between 10 and 11 in.
3) No intermediate reinforced bond beams are placed between the top and the bottom of the pour height
b. When conditions 1 and 2 are met but there are intermediate bond beams within the grout pour, limit the grout lift height to the bottom of the lowest bond beam that is more than 5 ft. 4 in. above the bottom of the lift, but do not exceed a grout lift height of 12 ft. 8 in.
c. When the conditions of 1 or 2 are not met, place grout in lifts not excedding 5 ft. 4 in.

2. For self-consolidating grout conforming to Section 2.02B:
a. When placed in masonry that has cured for at least 4 hours, place in lifts not exceeding the grout pour height.
b. When placed in masonry that has not cured for at least 4 hours, place in lifts not exceeding 5 ft. 4 in. or the grout pour height, whichever is less.

E. Consolidation

1. Consolidate grout at the time of placement.
a. Consolidate grout pours 12 in. or less in height by mechanical vibration or by puddling.
b. Consolidate pours exceeding 12 in in height by mechanical vibration, and reconsolidate by mechanical vibration after initial water loss and settlement has occurred.

2. Consolidation or reconsolidation is note required for self-consolidating grout.

F. Grout key - When grouting, form grout keys between grout pours. Form grout keys between grout lifts when the first lift is permitted to set prior to placement of the subsequent lift.

1. Form a grout key by terminating the grout a minimum of 1-1/2 in. below a mortar joint.

2. Do not form grout keys within beams.

3. At beams or lintels laid with closed bottom units, terminate the grout pour at the bottom of the beam or lintel without forming a grout key.

4. Alternate grout placement - Place masonry units and grout using construction procedures emploiyed in the accepted grout demonstration panel.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 04 2000
02-21-2024 04 2000 - Unit Masonry

Page 14 of 14 ends

G. Lap splices minimum 24 bar diameters.

H. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position.

I. Place and consolidate grout fill without displacing reinforcing.

3.08 CONTROL AND EXPANSION JOINTS
A. Do not continue horizontal joint reinforcement through control or expansion joints.

B. Install preformed control joint device in continuous lengths. Seal butt and corner joints in accordance with manufacturer's instructions.

3.09 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests, as specified in Section 01 4000 - Quality Requirements.

B. Verify f'm and f'AAC in accordance with Section 1.05 C. Sample and test grout as required in Section 1.04 and 1.05.

3.10 CLEANING
A. Remove excess mortar and mortar droppings.

B. Replace defective mortar. Match adjacent work.

C. Clean soiled surfaces with cleaning solution.

D. Use non-metallic tools in cleaning operations.

E. Remove debris
F. Do not damage the masonry

3.11 PROTECTION
A. Protect adjacent construction and in place masonry against damage.

B. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities.

END OF SECTION

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 04 2613
02-21-2024 04 2613 - Masonry Veneer

Page 1 of 8 ends

Section 04 2613
Masonry Veneer
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Clay facing brick.

B. Mortar and grout.

C. Reinforcement and anchorage.

D. Flashings.

E. Accessories.

1.02 RELATED REQUIREMENTS
A. Section 07 6200 - Sheet Metal Flashing and Trim: Through-wall masonry flashings.

B. Section 07 9200 - Joint Sealants: Sealing control and expansion joints.

C. Section 09 9113 - Exterior Painting: Graffiti Resistant Treatment

1.03 REFERENCE STANDARDS
A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009.

B. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement; 2015.

C. ASTM C91/C91M - Standard Specification for Masonry Cement; 2018.

D. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2006 (Reapproved 2011).

E. ASTM C216 - Standard Specification for Facing Brick (Solid Masonry Units Made From Clay or Shale); 2014.

F. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2019a, with Editorial Revision.

G. ASTM C476 - Standard Specification for Grout for Masonry; 2010.

H. ASTM D226/D226M - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing; 2017.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 04 2613
02-21-2024 04 2613 - Masonry Veneer

Page 2 of 8 ends

I. BIA Technical Notes No. 7 - Water Penetration Resistance – Design and Detailing; 2005.

J. BIA Technical Notes No. 28B - Brick Veneer/Steel Stud Walls; 2005.

K. BIA Technical Notes No. 46 - Maintenance of Brick Masonry; 2005.

L. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures; 2016.

1.04 ADMINISTRATIVE REQUIREMENTS

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Provide data for masonry units, fabricated wire reinforcement, and mortar.

C. Samples: Submit foursamples of decorative block and facing brickunits to illustrate color, texture, and extremes of color range.

D. Manufacturer's Certificate: Certify that masonry units meet or exceed specified requirements.

E. Maintenance Materials: Furnish the following for City's use in maintenance of project.

1. See Section 01 6000 - Product Requirements, for additional provisions.

1.06 QUALITY ASSURANCE
A. Comply with provisions of TMS 402/602, except where exceeded by requirements of Contract Documents.

B. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section with minimum three years of documented experience.

C. Installer Qualifications: Company specializing in performing work of the type specified and with at least three years of documented experience.

1.07 MOCK-UP
A. Construct a masonry wall as a mock-up panel sized 8 feet long by 6 feet high; include mortar and accessories and structural backup in mock-up.

B. Locate where directed.

C. Mock-up may remain as part of the Work.

1.08 DELIVERY, STORAGE, AND HANDLING
A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials.

1.09 FIELD CONDITIONS

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 04 2613
02-21-2024 04 2613 - Masonry Veneer

Page 3 of 8 ends

A. Cold and Hot Weather Requirements: Comply with requirements of TMS 402/602 or applicable building code, whichever is more stringent.

B. Maintain materials and surrounding air temperature to minimum 40 degrees F prior to, during, and 48 hours after completion of masonry work.

C. Maintain materials and surrounding air temperature to maximum 90 degrees F prior to, during, and 48 hours after completion of masonry work.

PART 2 PRODUCTS

2.01 UNIT MASONRY - GENERAL

2.02 BRICK UNITS
A. Manufacturers:

1. H.C. Muddox;https://www.hcmuddox.com/.

2. Substitutions: See Section 01 6000 - Product Requirements.

B. Facing Brick: ASTM C216, Type FBS Smooth, Grade SW.

1. Color and Texture: 95/5 Blend
a. 95% Old Sacramento Blend
b. 5% Clinker - Tubmle to match level of tumbling of Old Sacramento Blend

2. NominalSize: Standard - 2-1/2 x 8 inch..
a. 3/4" thin brick veneer
b. Approx. 1" thin brick veneer - solid, non cored, full brick cut in half at soldier course. c. Full brick veneer with anchoage attachment where indicated

3. Special Shapes: Molded units as required by conditions indicated, unless standard units can be sawn to produce equivalent effect.

2.03 MORTAR AND GROUT MATERIALS
A. Masonry Cement: ASTM C91/C91M Type S.

1. Product: Spec Mix Polymer Modified AVM Mortar.

2. Substitutions: See Section 01 6000 - Product Requirements.

B. Hydrated Lime: ASTM C207, Type S.

1. Color: Grey
C. Water: Clean and potable.

2.04 REINFORCEMENT AND ANCHORAGE
A. Reinforcing Steel: ASTM A615/A615M, Grade 40 (40,000 psi) yield strength, deformed billet bars; galvanized.

B. Joint Reinforcement Type: Use ladder type joint reinforcement where vertical reinforcement is involved and truss type elsewhere, unless otherwise indicated.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 04 2613
02-21-2024 04 2613 - Masonry Veneer

Page 4 of 8 ends

C. Masonry Veneer Anchors: 2-piece anchors that permit differential movement between masonry veneer and structural backup, hot dip galvanized to ASTM A 153/A 153M, Class B.

1. Anchor plates: Not less than 0.075 inch thick, designed for fastening to structural backup through sheathing by two fasteners; provide design with legs that penetrate sheathing and insulation to provide positive anchorage.

2. Wire ties: Manufacturer's standard shape, 0.1875 inch thick.

3. Vertical adjustment: Not less than 3-1/2 inches.

2.05 FLASHINGS
A. Metal Flashing Materials: Galvanized Steel or prefinsihed flashing, as specified in Section 07 6200 or as indicated on the drawings.

2.06 ACCESSORIES
A. Building Paper: ASTM D226/D226M, Type I ("No. 15") asphalt felt.

B. Weeps:

1. Type: Preformed aluminum vents with sloping louvers.

2. Color(s): As selected by Architect from manufacturer's full range to complement brick veneer.

C. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.

2.07 MORTAR AND GROUT MIXING
A. Mortar for Unit Masonry: ASTM C270, Proportion Specification.

1. Masonry below grade and in contact with earth; Type S.

B. Grout: ASTM C476; consistency as required to fill volumes completely for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive masonry.

B. Verify that related items provided under other sections are properly sized and located.

C. Verify that built-in items are in proper location, and ready for roughing into masonry work.

3.02 COURSING
A. Establish lines, levels, and coursing indicated. Protect from displacement.

B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 04 2613
02-21-2024 04 2613 - Masonry Veneer

Page 5 of 8 ends

C. Brick Units:

1. Bond: Running.

2. Coursing: Three units and three mortar joints to equal 8 inches.

3. Mortar Joints: Concave.

3.03 PLACING AND BONDING
A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other work.

B. Lay hollow masonry units with face shell bedding on head and bed joints.

C. Buttering corners of joints or excessive furrowing of mortar joints is not permitted.

D. Remove excess mortar as work progresses.

E. Interlock intersections and external corners, except for units laid in stack bond.

F. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace.

G. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges.

H. Isolate top joint of masonry veneer from horizontal structural framing members or support angles with compressible joint filler.

3.04 WEEPS/CAVITY VENTS
A. Install weeps in veneer walls at 24 inches on center horizontally on top of through-wall flashing above shelf angles and lintels and at bottom of walls.

3.05 REINFORCEMENT AND ANCHORAGE - MASONRY VENEER
A. Install horizontal joint reinforcement 12 incheson center.

B. Place continuous joint reinforcement in first and second joint below top of walls.

C. Embed longitudinal wires of joint reinforcement in mortar joint with at least 5/8 inch mortar cover on each side.

D. Lap joint reinforcement ends minimum 6 inches.

E. Reinforcejoint corners and intersections with strap anchors 16 incheson center.

3.06 MASONRY FLASHINGS
A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all locations where downward flow of water will be interrupted.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 04 2613
02-21-2024 04 2613 - Masonry Veneer

Page 6 of 8 ends

1. Extend flashings full width at such interruptions and at least 6 inches, minimum, into adjacent masonry or turn up at least 1 inch, minimum, to form watertight pan at nonmasonry construction.

2. Remove or cover protrusions or sharp edges that could puncture flashings.

3. Seal lapped ends and penetrations of flashing before covering with mortar.

B. Terminate flashing up 8 inches minimum on vertical surface of backing:

C. Lap end joints of flashings at least 6 inches, minimum, and seal watertight with flashing sealant/adhesive.

3.07 CONTROL AND EXPANSION JOINTS
A. Do not continue horizontal joint reinforcement through control or expansion joints.

B. Form control joint with a sheet building paper bond breaker fitted to one side of the hollow contour end of the block unit. Fill the resultant core with grout fill. Rake joint at exposed unit faces for placement of backer rod and sealant.

C. Size control joints as indicated on drawings; if not indicated, 3/4 inch wide and deep.

D. Locate control joints at intervals recommended by manufacturer. Verify location with architecte prior to installation.

3.08 TOLERANCES
A. Install masonry within the site tolerances found in TMS 402/602.

B. Maximum Variation From Unit to Adjacent Unit: 1/16 inch.

C. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft and 1/2 inch in 20 ft or more.

D. Maximum Variation from Plumb: 1/4 inch per story non-cumulative; 1/2 inch in two stories or more.

E. Maximum Variation from Level Coursing: 1/8 inch in 3 ft and 1/4 inch in 10 ft; 1/2 inch in 30 ft.

F. Maximum Variation of Mortar Joint Thickness: Head joint, minus 1/4 inch, plus 3/8 inch.

3.09 CUTTING AND FITTING
A. Cut and fit for pipes and conduit. Coordinate with other sections of work to provide correct size, shape, and location.

B. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired.

3.10 CLEANING
A. Remove excess mortar and mortar smears as work progresses.

Page 1084 of 1531 ends

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 04 2613
02-21-2024 04 2613 - Masonry Veneer

Page 7 of 8 ends

B. Replace defective mortar. Match adjacent work.

C. Clean soiled surfaces with cleaning solution.

D. Use non-metallic tools in cleaning operations.

3.11 PROTECTION
A. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities.

END OF SECTION

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 04 2613
02-21-2024 04 2613 - Masonry Veneer

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Page 1086 of 1531 ends

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 05 1200
07-29-2024 05 1200 - Structural Steel Framing

Page 1 of 6 ends

Section 05 1200
Structural Steel Framing
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Structural steel framing members.

B. Structural steel support members and struts.

C. Base plates, shear stud connectors and expansion joint plates.

D. Grouting under base plates.

1.02 RELATED REQUIREMENTS
A. Section 05 2100 - Steel Joist Framing.

B. Section 05 5000 - Metal Fabrications: Steel fabrications affecting structural steel work.

1.03 REFERENCE STANDARDS
A. AISC (MAN) - Steel Construction Manual; 2011.

B. AISC 303 - Code of Standard Practice for Steel Buildings and Bridges; 2016.

C. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014.

D. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, ZincCoated, Welded and Seamless; 2012.

E. ASTM A108 - Standard Specification for Steel Bar, Carbon and Alloy, Cold Finished; 2013.

F. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009.

G. ASTM A242/A242M - Standard Specification for High-Strength Low-Alloy Structural Steel; 2004 (Reapproved 2009).

H. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength; 2014.

I. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; 2013.

J. ASTM A572/A572M - Standard Specification for High-Strength Low-Alloy ColumbiumVanadium Structural Steel; 2015.

Page 1087 of 1531 ends

Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 05 1200
07-29-2024 05 1200 - Structural Steel Framing

Page 2 of 6 ends

K. ASTM A992/A992M - Standard Specification for Structural Steel Shapes; 2011 (Reapproved 2015).

L. ASTM E94/E94M - Standard Guide for Radiographic Examination Using Industrial Radiographic Film; 2017.

M. ASTM E164 - Standard Practice for Contact Ultrasonic Testing of Weldments; 2013.

N. ASTM E165/E165M - Standard Test Method for Liquid Penetrant Examination for General Industry; 2012.

O. ASTM E709 - Standard Guide for Magnetic Particle Testing; 2015.

P. ASTM F436/F436M - Standard Specification for Hardened Steel Washers Inch and Metric Dimensions; 2016.

Q. ASTM F1554 - Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength; 2007a.

R. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; 2012.

S. AWS B2.1/B2.1M - Specification for Welding Procedure and Performance Qualification; 2014.

T. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2015.

U. IAS AC172 - Accreditation Criteria for Fabricator Inspection Programs for Structural Steel; International Accreditation Service, Inc.; 2011.

V. SSPC-Paint 15 - Steel Joist Shop Primer/Metal Building Primer; 1999 (Ed. 2004).

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Shop Drawings:

1. Indicate profiles, sizes, spacing, locations of structural members, openings, attachments, and fasteners.

2. Connections not detailed.

3. Indicate welded connections with AWS A2.4 welding symbols. Indicate net weld lengths.

C. Manufacturer's Mill Certificate: Certify that products meet or exceed specified requirements.

D. Mill Test Reports: Indicate structural strength, destructive test analysis and non-destructive test analysis.

E. Materials Test Reports: Submit independent test results or engineered performance analysis of structural thermal-break pad performance in bearing or slip-critical connections where shear and moment loads are applied.

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Job Name: Mission Plaza Improvements
Job Number: 0256-03-CU20 Section 05 1200
07-29-2024 05 1200 - Structural Steel Framing

Page 3 of 6 ends

F. Welders' Qualification Statement: Welders' certificates in accordance with AWS B2.1/B2.1M and dated no more than 12 months before start of scheduled welding work.

G. Fabricator's Qualification Statement.

1.05 QUALITY ASSURANCE
A. Fabricate structural steel members in accordance with AISC (MAN) "Steel Construction Manual."
B. Structural steel members designated as architecturally-exposed structural steel (AESS) to also comply with Section 05 1213.

C. Maintain one copy of each document on site.

D. Fabricator: Company specializing in performing the work of this section with minimum two years ofdocumentedexperience.

E. Welder Qualifications: Welding processes and welding operators qualified in accordance with AWS D1.1/D1.1M and no more than 12 months before start of scheduled welding work.

F. Fabricator Qualifications: A qualified steel fabricator that is accredited by the International Accreditation Service (IAS) Fabricator Inspection Program for Structural Steel in accordance with IAS AC172. Where IAS certification isn't available, additional Special Inpections shall be required, paid for by the owner.

G. Erector: Company specializing in performing the work of this section with minimum twoyears ofdocumentedexperience.

PART 2 PRODUCTS

2.01 MATERIALS
A. Steel Angles and Plates: ASTM A36/A36M.

B. Steel W Shapes and Tees: ASTM A992/A992M.

C. Rolled Steel Structural Shapes: ASTM A992/A992M.

D. Steel Plates and Bars: ASTM A572/A572M, Grade 50 (345) high-strength, columbiumvanadium steel.

E. Cold-Formed Structural Tubing: ASTM A500/A500M, Grade B.

F. Pipe: ASTM A53/A53M, Grade B, Finish black.

G. Structural Bolts and Nuts: Carbon steel, ASTM A307, Grade A and galvanized in compliance with ASTM A153/A153M Class C.

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San Luis Obispo City CouncilNovember 12, 2024

San Luis Obispo City Council
November 12, 2024