NOTES
1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON
TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY
FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.
2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO "UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.
4. SEE ELECTRICAL DEMO PLANS FOR NOTES AND DETAILS.5. UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF THE AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE LOCATION
OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE TO VERIFY ALL EXISTING UTILITY POINTS OFCONNECTION AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
RECORD IF ANY DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD WORK CONDITIONS PERTAINING TO MATERIALS, ELEVATIONS, LOCATIONS,ETC., PRIOR TOCONTINUING WORK
PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN. SEE TREEPROTECTION PLAN FOR NOTES AND DETAILS.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY. SEE ELECTRICAL PLANS FOR LID REPLACEMENT.PROTECT AND PRESERVE EXISTING BUILDING IN PLACE.PROTECT EXISTING RAILING IN PLACE.PROTECT EXISTING CAMERA, POLE, AND FOOTING IN PLACE. 12345
DEMOLITION KEY NOTES
REMOVE EXISTING CONCRETE.REMOVE EXISTING POLE FOUNDATION AND SALVAGE EXISTING LIGHT FIXTURE AND DELIVER TO CITY CORP YARD. REFER TO ELECTRICAL PLANS FOR REUSE OF CONDUITS.
REMOVE EXISTING CONCRETE PAVERS.REMOVE AND SALVAGE EXISTING STONE AND STOCKPILE ON SITE FOR USE IN PROPOSED WALL. CAREFULLY REMOVE STONE SO AS TO PRESERVE LARGEST PIECESPOSSIBLE.
SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.
REMOVE EXISTING ELECTRICAL BOX. RELOCATE UTILITIES FOR USE WITH NEWRESTROOM. SEE ELECTRICAL PLANS FOR TEMPORARY CONNECTION TO POLE MOUNTED CAMERA.
REMOVE AND PROPERLY DISPOSE OF EXISTING RESTROOM BUILDING, INTERIOR FIXTURES, AND FOOTING. PROTECT EXISTING UTILITY CONNECTIONS FOR USE WITHNEW RESTROOM.
REMOVE AND SALVAGE EXISTING SITE FURNISHINGS AND DELIVER TO CITY CORP YARD.
REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING IRRIGATION CONTROL VALVE AND BACKFLOW PREVENTOR.
DOCUMENT AND SAVE EXISTING STATIONS AND WATERING TIMES FOR FUTURE USE.
REMOVE EXISTING TREE, INCLUDING STUMPS AND ROOTS.REMOVE AND DISPOSE OF EXISTING RAILING.REMOVE AND SALVAGE EXISTING BRICK AND STOCKPILE ONSITE FOR REUSE.REMOVE EXISTING DRINKING FOUNTAIN AND PRESERVE EXISTING WATER AND SEWER CONNECTIONS FOR FUTURE USE.
REMOVE EXISTING SEWER CLEANOUT AND PRESERVE SEWER CONNECTION FOR FUTURE USE.EXISTING WATER SERVICE LINE TO BE ABANDONED PER CITY OF SAN LUIS OBISPO STANDARD 6050.
123456789
10111213141516
MURRAY
ADOBE
MONTEREY STREET
SS SS SS SS SS SS SS SS SS
X X X X
WL WL
UTL
W W
REMOVE AND REINSTALL
EXISTING SIGN PER
CONSTRUCTION PLAN
REMOVE AND REPLACE
THERMOPLASTIC
STRIPING PER
CALTRANS DETAIL 27B
^
SAWCUT EXISTING
ASPHALT
SS
W W W W
ROW
LIMIT OF WORK
LIMIT OF WORK
ROW
LIMIT OF WORK
EXISTING OLIVE TREE TO BE
RELOCATED ON SITE. REFER
TO TREE PROTECTION PLAN
BROAD STREET
2 1
1 1
1 2
2 2
2 2
3 9
9 2
13 7
3 3
3 4
5 6
6 8
8 8 14
9 9
9 9
10 10
10 11
11 4
11 1
9 9
1 1
1 12
4 5
REMOVE AWNING AND AWNING POST. NEW
AWNING ADJACENT TO THE ADOBE SHALL BE A
STANDALONE STRUCTURE. EXISTING ADOBE AND
ASSOCIATED FLASHING AT AWNING SHALL BE
PROTECTED IN PLACE. ARCHITECT AND
CONTRACTOR TO COORDINATE WITH APPLIED
EARTHWORKS AND ADOBE PRESERVATIONIST
FOR DESIGN PARAMETERS AND FINAL
INSTALLATION REQUIREMENTS.
2 SAWCUT EXISTING
CONCRETE
8 EXISTING CURB
TO REMAIN
SAWCUT EXISTINGSIDEWALK & CURB
SAWCUT EXISTING
BRICK PATH
^ ^ ^
^ ^ ^ ^ ^ ^
2 15
8" PVC WATER
MAIN
^ ^ ^
^ ^ ^ ^ ^
^
^
16 REMOVE EXISTING
TRELLIS STRUCTURE
8 IRRIGATION LINES TO BE
REMOVED, SEE
IRRIGATION PLAN FOR
RECONNECT ION
DEMOLITION PLAN
CD101
NLS
XXX
NLS
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
MAY 12, 2023
NOT FOR
CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
0 20 feet
1"=10'
10 30
SS SS SS SS SS SS SS SS SS SS
WL WL WL
UTL
W W
LIMIT OF WORK
LIMIT OF WORK
SS
W W W W
GB
LIMIT OF WORK
GB
W
W W
^ ^ ^ ^ ^
^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ LIMIT OF WORK
E
E
EE
E
E
EEEEEE
E
E
E
E
E
E
W
GBGB
WM
BF
E
212
213
214
215
216
214
213
212
211
210
209
208
207
206
205
210
211
212
213
213
210
205
200
215
214
213
212
211
210
209
2087
206
205
0.6%
W W W W
MONTEREY STREET
BROAD STREET
FEMA ZONE AE 198'
WATER SURFACE
ELEVATION
1 2
3 6 7
8 9 10 11
13 12
14 15 16
17 18 19
20 2122 23
24 25
26 27 30
31 32
3334
35 3638 3739 40
4142
48 43
49 50
51 52
53 5456 55 57
58 59
60 61
62 6364
65 66
67 69 68
70 71
ROW ROW
Point Table
Point #
1 2345
6 7
8 9
10 11
1213
14 1516
1718
19 20
21 2223
24 2526
2730
31 3233
34 3536
3738
39 40
41 42
43 48
49 50
51 5253
54 5556
57 58
59 60
61 6263
64 6566
67 68
69 70
71 Raw Description
CL MON LS 6729
SET RBR WG CP 50
SET X TBC WG CP 25
SET X WG CP 48
FD X WG CP 49
TFCTFCTFCTFCTFC
BRICK EDGEBRICK EDGE
ADOBE CORNERADOBE CORNERADOBE CORNER
RESTROOM CORNERRESTROOM CORNER
BRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGE
BRICK EDGE / BC
BRICK EDGE / EC
BRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGE
KIOSKKIOSKKIOSKKIOSKKIOSKKIOSKKIOSKKIOSK
BRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGE
BRICK EDGEBRICK EDGEBRICK EDGE
RESTROOM CORNERRESTROOM CORNER
MOW STRIPMOW STRIP
PATH EDGEPATH EDGE
MOW STRIPMOW STRIPMOW STRIPMOW STRIPMOW STRIP
Northing
2298777.82542298730.5974
2298780.2851
2298672.6012
2298681.3001
2298736.15002298755.10082298765.21882298775.3368
2298780.8409
2298819.9334
2298803.74532298794.3602
2298772.3181
2298781.8333
2298722.6979
2298727.6555
2298729.6352
2298732.87872298719.2074
2298728.4781
2298734.9659
2298747.2145
2298749.52922298708.03702298718.10432298735.2250
2298738.79492298745.05892298745.5489
2298749.8306
2298750.6874
2298756.4921
2298758.9196
2298764.6654
2298762.2379
2298770.0095
2298772.4370
2298760.1011
2298753.9224
2298749.6956
2298745.39532298746.1510
2298752.3307
2298756.5621
2298760.8619
2298777.0838
2298782.2235
2298790.43182298785.29122298801.53202298793.32382298798.4643 2298806.6726
2298704.9248
2298709.8679
2298674.6916
2298709.91572298728.4517
2298731.91822298733.78222298729.40232298718.34582298760.61402298772.0402 Easting
5766449.16095766519.49195766472.0829
5766392.6450
5766277.9366
5766419.1958
5766446.4297
5766455.10325766463.7768
5766471.6866
5766528.7413
5766540.0059
5766526.8453
5766542.65475766555.8857
5766471.8052
5766444.1629
5766423.7291
5766428.4002
5766437.9134
5766439.5761
5766435.0616
5766452.72145766451.1107
5766475.8782
5766477.68375766502.2877
5766507.4179
5766508.54135766508.2003
5766505.2209
5766506.4522
5766502.4129
5766505.9014
5766501.9032
5766498.4147
5766493.00685766496.49535766483.0200
5766487.3194
5766486.5598
5766480.3799
5766476.1535
5766471.8533
5766472.6097
5766478.7889
5766493.2625
5766500.6499
5766494.9381
5766487.5507
5766510.8902
5766516.6019
5766523.9894
5766518.2776
5766468.5947
5766440.9876
5766461.4283
5766436.91755766504.61865766510.0385
5766531.5309
5766528.4257
5766512.5366
5766550.5541
5766558.6550
HORIZONTAL CONTROL PLAN
CG101
NLS
XXX
NLS
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
MAY 12, 2023
NOT FOR
CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
0 20 feet
1"=10'
10 30
IMPROVEMENT KEY NOTES
CONSTRUCT 8" CURB PER CITY STD. 4020.CONSTRUCT 0" CURB PER MODIFIED CITY STD. 4020. (12" BELOW FINISHED SURFACE WITH #4 BAR)
CONSTRUCT CURB TRANSITION FROM 8" TO 0".CONSTRUCT PATCH PAVING PER CITY OF SAN LUIS OBISPO STANDARD 4110 INSTALLATION NOTE 1. ( APPROXIMATELY 2" AC OVERLAY OVER 8" PCC)INSTALL 4" WIDE SOLID WHITE STRIPE.INSTALL SEWER LATERAL PER CITY STD 6810; 2% MIN. SLOPE. REFER TO PLUMBING PLANS FOR RESTROOM AND KIOSK CONNECTIONS.
INSTALL 2" WATER SERVICE INCLUDING 2" METER PER CITY STD 6210.INSTALL SEWER CLEANOUT WITH G-5 VALVE WELL AND COVER PER CITY OF SAN LUIS OBISPO STANDARD DRAWING NUMBER 6710.
INSTALL 2" REDUCED PRESSURE BACKFLOW PREVENTER PER CITY STD 6550.INSTALL 1 12" POLYETHELENE 200 PSI WATER SERVICE LINE.INSTALL 2" POLYETHELENE 200 PSI WATER SERVICE LINE.INSTALL NDS SPEE-D CHANNEL DRAIN WITH 4-INCH PVC OUTLET PIPE MATCHING EXISTING DITCH FLOWLINE.
INSTALL 4" PERFORATED PVC PIPE, PERFORATIONS FACE DOWN, SLOPE 0.5% MINIMUM.
WRAP PIPE WITH NON-WOVEN FILTER FABRIC.
INSTALL 4" PVC STORM DRAIN PIPE, SLOPE 0.5% MINIMUMINSTALL NDS 12" SQUARE CATCH BASIN WITH CAST IRON GRATE REMOVE EXISTING SEWER CLEANOUT; CONNECT TO EXISTING SEWER LATERAL INSTALL NDS POP-UP DRAIN EMITTER PER DETAIL ON THIS SHEET.INSTALL DRINKING FOUNTAIN; SEE DETAIL ON SHEET LC505.INSTALL FLUSH WITH GROUND ISOLATION VALVE PER CITY OF SAN LUIS OBISPO STANDARD 8640.
INSTALL NDS SPEE-D ROUND CATCH BASIN WITH 4" CONNECTION. 123456789
1011121314151617181920
MURRAY
ADOBE
FFE: 215.35
SS SS SS SS SS SS SS SS SS SS
WL WL
UTL
LIMIT OF WORK
LIMIT OF WORK
SS
W W W W
GB
LIMIT OF WORK
GB
W
W W
LIMIT OF WORK
E
E
EE
E
E
EEEEEE
E
E
E
E
E
E
W
GBGB
WM
BF
E
214.52
FS
214.52
FS
214.77
FS
214.79
FS
214.80
FS
214.85
FS
214.86
FS
214.80
FS
214.79
FS
214.78
FS
214.79
FS
215.40
FS
213.85
FS
214.64
FS
214.72
FS
214.48
FS
215.38
FS
215.14
FS
214.93 FS215.86 TW
215.13 TC215.13 FL
214.81 TC214.81 FL
214.25 TC
213.58 FL
213.05 FS
MATCH
EXISTING
214.37 FS215.54 TW
214.61
FS
215.66
FS MATCH
EXISTING
A-A
-
215.82 TC215.32 FL
214.55 TC
213.88 FL
212.94 FS
MATCH
EXISTING
DOOR
DOOR
GRANITE PLANTER CURB,
SEE CONSTRUCTION PLANS
TRANSITION PANEL, PAVE
WITH RECYCLED BRICK
214.88
FS
214.96
FS
215.09
FS
215.96 TC215.46 FL
215.82 TC
215.32 FL
215.71 TC
215.21 FL
216.10 TC
216.05 TC 215.60 FL
215.55 FL
215.90 TC
215.40 FL
215.91 TC215.41 FL
212 213 214
215
216
214
213
212
211
210
209
208
207
206
205
210
211
212
213
213
210
205
200
215
214 213
212
211
210
2092087
206
205
215
215
214
214
214
2 3 1
5 5
4 215.30
FS
215.30
FS
215.70
FS MATCH
EXISTING
214.59
FS
212.74 FS
MATCH
EXISTING
3.1%
2.0%
0.6%
3.9%
3.9%
0.5%
0.5%
1.6%
1.3%
1.5%
10.4% 12.0%
0.6%
0.8%
0.8%
1.5%
1.5%
0.7%
1.8%
4.7%
8 6
7 W W W W
PAINT NEW CURB RED
MOW CURB. SEE
CONSTRUCTION PLANS
GRANITECRETE PAVING;
SEE DETAIL 3 SHEET LC502
SEE CONSTRUCTION PLANS
BRICK PAVING;
SEE LANDSCAPE PLANS
KIOSK
FFE: 214.82
RESTROOM
FFE: 214.65
213
MONTEREY STREET
BROAD STREET
214.40
FS
213.44
FS
213.87
FS
213.53
FS
213.95
FS
214.17
FS
213.75
FS
214.71
FS
214.28
FS
214.46 FS214.80 TW 1.6%
213.60 FS
213.94 TW
215.20 FS
215.86 TW
215.25 FS215.86 TW
214.56 FS215.86 TW
214.63 FS
215.86 TW
214.39 FS214.72 TW
214.39 FS215.54 TW
213.45 FS
213.78 TC
16 6 9
10 11
10 212.26 FL
212.90 TC
MATCH
EXISTING
214.49 EG
12 A-ALIMIT OF FEMA 100-YR
FLOOD PLAIN (ZONE AE)
FEMA ZONE AE 200'
WATER SURFACE
ELEVATION
FEMA ZONE AE 201'
WATER SURFACE
ELEVATION
FEMA ZONE AE 202'
WATER SURFACE
ELEVATION
SURVEY
CP 50
SURVEY CONTROL
POINT CENTERLINE MONUMENT
SEE HORIZONTAL CONTROL PLAN
214.93
FS
215.01
FS
11 ELECTRICAL BOX, SEEELECTRICAL PLANS.
RESET ELECTRICAL BOX, TYP.;
SEE CONSTRUCTION PLANS
2.0%
15 15
8 213.95
FS
214.37
FS
213.86
FS
214.29
FS
TWO STAIR
213.40 FS RISERS (5")
215.54 TW
213.69
FS
17 13 14
13 14
TWO STAIR
RISERS (5")
17 0.6%
8" PVC SEWER MAIN
1.3% INV = 201.57
18 ^ ^ ^
^
^
^ ^ ^ ^ ^ ^ ^
^^
^
^
^^
^^
INV = 202.77
ROW ROW
214.44 FS/LP
214.77 TW
2.0%
18" CURB CUT
OPENING TO ALLOW
ENCLOSUREDRAINAGE
8 INV = 212.53
CONNECT TO
EXISTING 8" PVC
WATER MAIN
RESTROOM POINT OF
CONNECTION
INV = 212.01
CAP
WATERLINE
215.33 FS
215.37
FS
215.27
FS
19 215.50
FS
3.0%
TG = 215.01
INV = 213.65
TG = 214.91
INV = 213.37
TG = 212.73
INV = 212.23
TG = 211.12
INV = 210.56
TG = 215.36
INV = 214.04
20 13
14 PERMEABLE PAVERS, SEELANDSCAPE PLAN FOR DETAILS
20 TG = 214.67
INV = 213.68
NDS POP UP EMITTER DETAIL
-NTS4" DRAIN ROCK MINIMUM DEPTH = 18 INCHES
NDS POP UP EMITTER
EXISTING
GRADE
4" PVC STORM
DRAIN PIPE
U.N.O.
13.5" OR 15" DIAMETER
GRADING, DRAINAGE, & UTILITY PLAN
CG102
RC
NLS
NLS
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
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
0 20 feet
1"=10'
10 30
0.5% MIN.
NTS
SECTION (A-A)
2% MAX
2% MAX
2'
EXISTING
ADOBE BUILDING
FFE = 215.35
SOIL SUBGRADE, 5% SLOPE
AWAY FROM BUILDING.
PERMEABLE PAVERS OR
GRANITECRETE PAVING
SEE CONSTRUCTION PLANS
60 MIL MIN.
MOISTURE BARRIER
12"
16"
SAN LUIS OBISPO
MUSEUM OF ART
(NOT A PART)
SS SS SS SS SS SS SS SS SS SS SS SS
WL
ELE
UTL
W
W
LIMIT OF WORK
LIMIT OF WORK
W W W W W W
GB
LIMIT OF WORK
GB
^^
^^^
^^^^
^ ^ ^ ^ ^ ^
^
^
^ ^ ^
LIMIT OF WORK
E
E
EE
E
E
EEEEEE
E
E
E
E
E
E
GBGB
WM
BF
E
212 213 214
215
216
214
213
212
211
210
209
208
207
206
205
210
211
212
213
213
210
205
200
215
214
213
212
211
210
2092087
206
205
215
215
214
214
214
W W W W W W
213
MONTEREY STREET
BROAD STREET
LIMITS OF FEMA ZONE
AE 100-YR FLOOD
4 3
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X X X X
X
X
4 4
100-YR WSEL = 200'
100-YR WSEL = 201'
100-YR WSEL = 202'
2 4
4 ROW ROW
EROSION CONTROL PLAN
CG103
NLS
XXX
NLS
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
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS 0 20 feet
1"=10'
10 30
STORMWATER CONTROL BMPs
#
BMP
SYMBOL NAME LEGEND
SE-1 SILT FENCE
SE-10 STORM DRAIN INLET PROTECTION (SEE PHASING NOTES)
WM-8 CONCRETE WASTE MANAGEMENT
SC-6 GRAVEL BAGS
1234
X X
1. PERIMETER CONTROL BMP AND STABILIZED CONSTRUCTION ENTRANCE(S) SHALL BE IN PLACE PRIOR TO ANY GROUND DISTURBANCE.
2. THE CONTRACTOR MAY UTILIZE RUMBLE PLATES IN LIEU OF RIP RAP AT THE CONSTRUCTION ENTRANCES AS LONG AS THEY ACCOMPLISH THE DESIRED RESULTS.
3. CONSTRUCTION THAT INCLUDES DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT SHALL BE COMPLETED WHEN THERE IS NO FORECAST RAIN EVENTS. AREAS THAT WILL BE
IDLE FOR EXTENDED PERIODS OF TIME SHALL BE COVERED WITH TEMPORARY ASPHALT PATCHING, (COLD MIX).
4. GRAVEL BAGS SHOWN IN THE CURB AND GUTTER FLOW LINES SHALL BE ORIENTED TO
TEMPORARILY SLOW AND DAM THE FLOWING STORM WATER IN THE GUTTERS TO HELP FILTER OUT ANY SEDIMENT. THESE GRAVEL BAGS SHALL BE SPACED AT 50' O/C OR CLOSER AS CONDITIONS WARRANT.
5. ANY SEDIMENT TRACKED OFFSITE SHALL BE CLEANED DAILY BY MEANS OF MOBILE STREET SWEEPERS.
6. ANY GRADED AREAS THAT ARE GOING TO SIT IDLE FORM MORE THAN TWO WEEKS SHALL HAVE AN APPROPRIATE GROUND COVER BMP APPLIED.
STORMWATER CONTROL NOTES
INLET
SANDBAGS
2-BAGS HIGH
SE-10 STORM DRAIN INLET PROTECTION TYPE-3
-NTSCURB & GUTTERGRAVEL BAGS 50' O/C TYP. IN FLOW LINES OF GUTTER SE-6 GRAVEL BAGS IN FLOW LINE DETAIL -NTSFILTER FABRIC OAK POST TOE-IN
DRAW CORD NETTING
OAK POST
FILTER FABRIC
TOE-IN
PRE-ASSEMBLED SILT FENCE
-NTSINSTALLATION PROCEDURES: 1. DIG A 6" x 6" TRENCH AT DESIRED FENCE LOCATION 2. UNROLL SILT FENCE ALONG TRENCH 3. DRIVE STAKES INTO THE DOWNHILL SIDE OF TRENCH WITH NETTING AND STAKES FACING THE DOWNHILL SIDE. 4. LAY THE BOTTOM 6" OF FABRIC INTO THE TRENCH AND FILL WITH TOP SOIL FOR PROPER TOE-IN. 5. DRAW TENSION CORD AT TOP OF FENCE AND TIE TO END STAKES.
6)
5(675220
6)
3/80%,1*
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6)
5(675220
$
6,0
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91439-01
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GENERAL NOTES & FINISH SCHEDULE
G-101
KH
DG
KH
05.11.23 DG
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
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91439-01
As indicated
ACCESSIBILITY DETAILS
G-103
KH
DG
KH
05.11.23 DG
*
$&&'2257+5(6+2/'6
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
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91439-01
As indicated
ACCESSIBILITY DETAILS
G-104
KH
DG
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05.11.23 DG
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079 02 - 28 - 2021
RENEWAL
DATE
2025
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CAL GREEN REQUIREMENTS
G-105
KATHRYN HICKS
DAVID GIBBS
KATHRYN HICKS
10.21.2022
DAVID GIBBS
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079 02 - 28 - 2021
RENEWAL
DATE
2025
05.11.23
0,66,213/$=$5(675220 &$)(
&,7<63(&,),&$7,2112'$7(
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6+((77,7/(
6+((712'(6,*1('%<
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$33529('%<
6&$/(
3/$1),/(12/2&$7,21
30
CAL GREEN REQUIREMENTS
G-106
KATHRYN HICKS
DAVID GIBBS
KATHRYN HICKS
10.21.2022
DAVID GIBBS
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079 02 - 28 - 2021
RENEWAL
DATE
2025
05.11.23
0,66,213/$=$5(675220 &$)(
&,7<63(&,),&$7,2112'$7(
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$33529('%<
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3/$1),/(12/2&$7,21
30
CAL GREEN REQUIREMENTS
G-107
KATHRYN HICKS
DAVID GIBBS
KATHRYN HICKS
10.21.2022
DAVID GIBBS
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2)'%$,12&&83,('$5($6'85,1*$1<+2852)23(5$7,21 6,7()($785(6(;7(5,25)($785(668&+$66281':$//625($57+%(5060$<%(87,/,=('$6$335235,$7(727+(%8,/',1*$'',7,2125$/7(5$7,21352-(&7720,7,*$7(6281'0,*5$7,21727+(,17(5,25'2&80(17$7,212)&203/,$1&($1$&2867,&$/$1$/<6,6'2&80(17,1*&203/<,1*,17(5,256281'/(9(/66+$//%(35(3$5('%<3(56211(/$33529('%<7+($5&+,7(&725(1*,1((52)5(&25' ,17(5,256281'75$160,66,21:$//$1')/225&(,/,1*$66(0%/,(66(3$5$7,1*7(1$1763$&(6$1'7(1$1763$&(6$1'38%/,&3/$&(66+$//+$9($167&2)$7/($67 127(
(;$03/(62)$66(0%/,(6$1'7+(,59$5,28667&5$7,1*60$<%()281'$77+(&$/,)251,$2)),&(2)12,6(&21752/ ZZZWRROEDVHRUJ3')&DVH6WXGLHVVWFBLFFBUDWLQJVSGI
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079 02 - 28 - 2021
RENEWAL
DATE
2025
05.11.23
,17(5,25 &08
(;7(5,25 &08:%5,&.9(1((50(7$/3$1(/250(7$/3$1/(29(50(7$/)855,1*&+$11(/(;7(5,25 0(7$/678'81),1,6+(',17(5,250(7$/3$1(/25%5,&.9(1((5(;7(5,25 $ $
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91439-01
1/4" = 1'-0"
FLOOR PLAN & DOOR SCHEDULE
AK101
KH
DG
KH
05.11.23 DG
$&&(66,%,/,7<127(6
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
$ $
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91439-01
As indicated
ROOF PLAN
AK102
KH
DG
KH
05.11.23 DG
$5 $.
522)3/$1 .,26.
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
$ $
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91439-01
As indicated
REFLECTED CEILING PLAN
AK103
KH
DG
KH
05.11.23 DG
$5 $.
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
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91439-01
1/4" = 1'-0"
EXTERIOR ELEVATIONS & SECTION
AK301
KH
DG
KH
05.11.23 DG
5()(5726758&785$/3/$16)25522))5$0,1*,1)250$7,21 ,1&/8',1*0(0%(56,=(6$1'&211(&7,21+$5':$5(
5()(5723/80%,1*3/$16)25522)9(173(1(75$7,21
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%8,/',1*6(&7,21 .,26.
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
6.(:('9,(: 6.(:('9,(:
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91439-01
1/4" = 1'-0"
INTERIOR ELEVATIONS
AK501
KH
DG
KH
05.11.23 DG
$. $.
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:(67 .,26.
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+ &21&5(7(&85%3(56758&785$/- &867200(7$/9(176&5((1$ &2,/,1*&2817(5'225$ $/80,1806725()52176<67(05()(5726&+('8/(6% 685)$&(02817('3$1(/%2$5'5()(572(/(&75,&$/ 5()(5726758&785$/3/$16)25)857+(5,1)250$7,21 5()(572(/(&75,&$/3/$16)25)857+(5,1)250$7,2121 (/(&75,&$/(48,30(17/,*+7,1*),;785(6$1'/2&$7,2162)(/(&75,&$/287/(76 5()(5723/80%,1*3/$16)25)857+(5,1)250$7,21 5()(572),1,6+3/$1$1'6&+('8/()25,17(5,25:$//&(,/,1*$1' )/225),1,6+,1)250$7,21
3529,'(%/2&.,1*)25$//:$//6:+(5(:$//+81*(48,30(17$1' ),;785(62&&85
67$1'$5'02817,1*+(,*+762)5(675220$&&(6625,(6$1' 3/80%,1*),;785(672)2//2:7+($&&(66,%,/,7<67$1'$5'6 5()(572$&&(66,%,/,7<'(7$,/6)25$&&(66,%,/,7<5(48,5(0(176$7 38%/,&5(675220
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
67$1'$5'%5,&.3/,17+
0257$5$1'/$7+
),1,6+)/225
0(7$/678':$// 6+($7+,1*5()(5726758&785$/
)227,1* &85%3(56758&785$/'$033522),1*(;7(1'727232)'5,3('*(81,73$9(563(5/$1'6&$3(0$6215<7,(63$&,1*3(563(&,),&$7,21 0(7$/:$//3$1(/:($7+(5%$55,(5/$329(5'5,3('*('5,3('*(&21&5(7(75,0%$1' 2)&21&5(7(75,0
$))72723
9$325%$55,(53(563(&,),&$721
$5
6,0
67$1',1*6($0522):($7+(5%$55,(56+($7+,1*522))5$0,1*3(56758&785$/0(7$/3$1(/6<67(0+66)5$00,1*3(56758&785$/:($7+(5%$55,(5/$329(5)/$6+,1*0(7$/:$//3$1(/35(),1,6+(')/$6+,1*720$7&+0(7$/:$//3$1(/'5,3)/$6+,1*0(7$/62)),73$1(/+66)5$0,1*3(56758&785$/0(7$/678')5$0,1*3(56758&785$/6+($7+,1*
726758&785(
23(1,1*
726
726
6($/$17 '(&25$7,9(0(7$/6&5((13(53529,'(,16(&76&5((1$7.,26. $
'5,3)/$6+,1*35(),1,6+(')/$6+,1*720$7&+0(7$/:$//3$1(/6725()5217:,1'2:6<67(0*<3680:$//%2$5',167$//*<321/<%(+,1'52//,1*'22572 $//2:)25)/86+,167$//$7,21
$5
6,0
67$1',1*6($0522):($7+(5%$55,(56+($7+,1*522))5$0,1*3(56758&785$//,1($50(7$/3$1(/6<67(0+66)5$00,1*3(56758&785$/:($7+(5%$55,(5/$329(5)/$6+,1*0(7$/:$//3$1(/35(),1,6+(')/$6+,1*720$7&+0(7$/:$//3$1(/'(&25$7,9(0(7$/6&5((13(53529,'(,16(&76&5((1$7.,26.'5,3)/$6+,1*0(7$/62)),73$1(/+66)5$0,1*3(56758&785$/0(7$/678')5$0,1*3(56758&785$/6+($7+,1*(/$6720(5,&0(0%5$1(9$325%$55,(5
726758&785(
23(1,1*
726
726
$
0,66,213/$=$5(675220 &$)(
&,7<63(&,),&$7,2112'$7(
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6+((77,7/(
6+((712'(6,*1('%<
'5$:1%<
&+(&.('%<
$33529('%<
6&$/(
3/$1),/(12/2&$7,21
91439-01
1 1/2" = 1'-0"
WALL SECTIONS
AK601
KH
DG
KH
05.11.23 DG
$. $.
)227,1*'(7$,/.,26.
$. $.
7<3:$//6(&7,21$7&2,/,1*&2817(5'225
$. $.
7<3:$//6(&7,21$7.,26.
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
$5
$5
$5
$5
$5
$5
$5
$5
$
$$
''
%%
&&
5(675220
3/80%,1*
&+$6(
5(675220
5
5
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$5
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$5
,
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2
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0$;
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7<3
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(;7(5,25 &08:%5,&.9(1((50(7$/3$1(/250(7$/3$1/(29(50(7$/)855,1*&+$11(/(;7(5,25 0(7$/678'81),1,6+(',17(5,250(7$/3$1(/25%5,&.9(1((5(;7(5,25 $6/,',1*+2//2:0(7$/
%+2//2:0(7$/'225$1')5$0(
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3/$1),/(12/2&$7,21
91439-01
1/4" = 1'-0"
FLOOR PLAN & DOOR SCHEDULE
AR101
KH
DG
KH
05.11.23 DG
$5 $5
*5281')/2253/$1
$//$&&(66,%/(&/($5$1&(',0(16,216*,9(1)520)$&(2)),1,6+81/(66 127('27+(5:,6(0((7,1*0,1,0805(48,5(0(172)%(;&(37,21 :+(5(08/7,3/(6,1*/(86(572,/(752206$5(&/867(5('$7$6,1*/(/2&$7,213(5&(17%8712)(:(57+$121(2)7+(6,1*/(86(572,/(752206)25($&+86($7($&+&/867(56+$//&203/<:,7+6(&7,21%$&/867(5,6'(),1('$6$*52832)72,/(752206352;,0$7(7221( $127+(5*(1(5$//<72,/(752206,1$&/867(5$5(:,7+,16,*+72)25$'-$&(177221($127+(57+,6'(,61$'+(56$1'0((767+('(),1,7,21 2)$&/867(5$1'$5(3529,',1*28767$//6720((7%$6127(' $&&(66,%,/,7<127(6
& 35,9$&<6&5((1+66)5$0(&/$',1(0%266('0(7$/:$// 3$1(/
& 72,/(73$57,7,21% 685)$&(02817('72,/(73$3(5',63(16(5- :$//02817('(/(&75,&+$1''5<(51 0,55254 :$//02817('*5$%%$55 6$1,7$5<1$3.,1',63(16(5% :$7(5+($7(55()(5723/80%,1*' )/225'5$,10,1,080
6/23(5()(5723/80%,1*, 0236,1.5()(5723/80%,1*5 :$//02817('72,/(75()(5723/80%,1*$ 685)$&(02817('(/(&75,&0(7(55()(572(/(&75,&$/% 685)$&(02817('3$1(/%2$5'5()(572(/(&75,&$/& :$//02817(''$7$&$%,1(75()(572(/(&75,&$/ *(1(5$/127(6.(<127(6
12 7<3(
6,=(
:,'7+ +(,*+7 6,*1$*( +$5':$5(
$
$
%
+
9(5,)<528*+23(1,1*6,=(:,7+'2250$18)$&785(563(&,),&$7,21635,2572&216758&7,21 &2175$&725729(5,)<$&78$/'2256,=(72),7),1,6+23(1,1*35,2572)$%5,&$7,212)'225$1'),1,6+ 23(1,1*
$//'225+$5':$5(72+$9(/(9(5+$1'/(6$1'&203/<:,7+'(7$,/* 6(('2256&+('8/()256,*16&+('8/(5()(572'(7$,/6*)255220,'(17,),&$7,216<0%2//2&$7,21 $//7+5(6+2/'66+$//&203/<:,7+'(7$,/* (*5(66'22566+$//%(5($',/<23(1$%/()5207+((*5(666,'(:,7+2877+(86(2)$.(<2563(&,$/ .12:/('*(25())257
7+(%277202)$//'22566+$//+$9($60227+81,17(55837('685)$&(72$//2:7+('22572%(23(1(' %<$:+((/&+$,5)2275(67:,7+287&5($7,1*$75$325+$=$5'286&21',7,21 $//*/$=,1*:,7+,12)'225-$0%72%(7(03(5('3(5&%& 5(675220 $&&(66,%,/,7<6,*1$*( 0$,17(1$1&( :20(16 0(16 '2256&+('8/('225127(6'2256,*1$*('225+$5':$5(
127(
5()(57263(&,),&$7,2122)25'225+$5':$5(*52836 (;7(5,25'2257<3(6
:$///(*(1'
5()(5726758&785$/3/$16)25)857+(5,1)250$7,21 5()(572(/(&75,&$/3/$16)25)857+(5,1)250$7,21 5()(5720(&+$1,&$/3/$16)25)857+(5,1)250$7,21 5()(5723/80%,1*3/$16)25)857+(5,1)250$7,21 $//)851,785($1'(48,30(17,6%<2:1(5$1',66+2:1)25 &225',1$7,21385326(621/<
5()(572),1,6+3/$1$1'6&+('8/()25,17(5,25:$//&(,/,1*$1' )/225),16+,1)250$7,21
',0(16,216$5(72)$&(2)6+($7+,1*25&0881/(6663(&,),&$//< 127('27+(5:,6(
3529,'($'(48$7(%/2&.,1*,1:$//6)25&$%,1(76$1'27+(5:$// 02817('$&&(6625,(6,1&/8',1*%87127/,0,7('72+$1'5$,/66+(/9,1*$1'%$7+5220),;785(6
3529,'(),5(%/2&.,1*)25:$//&$9,7,(67+$7(;&(('&%&+(,*+7 /,0,7$7,21
)/225726/23(72'5$,1$7
0$;6/23(
5()(572'(7$,/*)25$&&/$9$725<5(48,5(0(1765()(572'(7$,/*)25$&&5(675220$&&(6625,(65()(572'(7$,/*)25$&&72,/(75(48,5(0(1765()(572'(7$,/*)25.,&.3/$7(5(48,5(0(1765()(572'(7$,/*)25$&&5(6752206<0%2/5(48,5(0(1765()(572'(7$,/*)25$&&5($&+5$1*(65()(572'(7$,/*)25$&&7851,1*63$&(5(48,5(0(1765()(572'(7$,/*)25$&&'2255(48,5(0(1765()(572'(7$,/*)25$&&'225(175<&/($5$1&(65()(572'(7$,/*)2572(.1((&/($5$1&(65()(572'(7$,/*)25&/($5$1&(6$7'2256 *$7(6 127(
9(5,)<'2256,*1$*(:25',1*:,7+&,7<$1'$5&+,7(&735,257225'(5,1*$1',167$//$7,21
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
$5
$5
$5
$5
$5
$5
$$
''
%%
&&
$5
$
$
)
:
$5
$
$
$
%
+(,*+72)7232)522),1*685)$&(
,1&/8',1*&5,&.(76$1',168/$7,21
522)6/23(
67$1',1*6($0522)
,1:$//5$,1:$7(5/($'(56&+('8/(3,3(72&2:67281*(6&833(57+528*+522)'2:163287(;7(1'%(/2:62)),7 '2:16328772522)%(/2:
0,66,213/$=$5(675220 &$)(
&,7<63(&,),&$7,2112'$7(
352-(&77,7/(
6+((77,7/(
6+((712'(6,*1('%<
'5$:1%<
&+(&.('%<
$33529('%<
6&$/(
3/$1),/(12/2&$7,21
91439-01
As indicated
ROOF PLAN
AR102
KH
DG
KH
05.11.23 DG
) 67$1',1*6($00(7$/522)$ *877(5% ,17(51$/*877(5$ 0(7$/)5$0('6.</,*+7: 67$&.9(17/2&$7(216287+6/23(2)522)5()(572 3/80%,1*
$5 $5
522)3/$1 5(675220
/(*(1'*(1(5$/127(6.(<127(6
5()(5726758&785$/3/$16)25522))5$0,1*,1)250$7,21 ,1&/8',1*0(0%(56,=(6$1'&211(&7,21+$5':$5(
5()(5723/80%,1*3/$16)25522)9(173(1(75$7,21
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
$5
$5
$5
$5
$5
$5
$5
$$ '
'
%%
&&
$
$
-
(
*
$
$5
%
&(,/,1*+(,*+7
/,1($50(7$/62)),7
,1:$//'2:1632876&+('8/('3,3(72&2:67281*(6&833(57+528*+522)'2:163287(;7(1'%(/2:62)),7 '2:16328772522)%(/2:
0,66,213/$=$5(675220 &$)(
&,7<63(&,),&$7,2112'$7(
352-(&77,7/(
6+((77,7/(
6+((712'(6,*1('%<
'5$:1%<
&+(&.('%<
$33529('%<
6&$/(
3/$1),/(12/2&$7,21
91439-01
As indicated
REFLECTED CEILING PLAN
AR103
KH
DG
KH
05.11.23 DG
$5 $5
5(6752205()/(&7('&(,/,1*3/$1
5()(5726758&785$/3/$16)25)857+(5,1)250$7,21 5()(572(/(&75,&$/3/$16)25)857+(5,1)250$7,2121 (/(&75,&$/(48,30(17/,*+7,1*),;785(6$1'/2&$7,2162)(/(&75,&$/287/(76 5()(5723/80%,1*3/$16)25)857+(5,1)250$7,21 5()(572),1,6+3/$1$1'6&+('8/()25,17(5,25:$//&(,/,1*$1' )/225),1,6+,1)250$7,21
3529,'(%/2&.,1*)25$//:$//6:+(5(:$//+81*(48,30(17$1' ),;785(62&&85
67$1'$5'02817,1*+(,*+762)5(675220$&&(6625,(6$1' 3/80%,1*),;785(672)2//2:7+($&&(66,%,/,7<67$1'$5'6 5()(572$&&(66,%,/,7<'(7$,/6)25$&&(66,%,/,7<5(48,5(0(176$7 38%/,&5(675220
/(*(1'*(1(5$/127(6.(<127(6
$ 67((/&2/8015()(5726758&785$/'5$:,1*6( &8672029(5+$1*0(7$/'(7$,/* &8672029(5+$1*0(7$/6833257%5$&.(7- &867200(7$/9(176&5((1% /,1($50(7$/62)),73$1(/$ 0(7$/)5$0('6.</,*+7
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
*5281'
)/225
723&08
' & % $
%2&$123<
726522)
$$
)
$
$
*5281'
)/225
723&08
' & % $
%2&$123<
726522)
$5
$
$
$
%5,&.9(1((50(7$/:$//3$1(/667$1',1*6($00(7$/522) 0$77(),1,6+
*5281'
)/225
723&08
$5
%2&$123<
726522)
0,66,213/$=$5(675220 &$)(
&,7<63(&,),&$7,2112'$7(
352-(&77,7/(
6+((77,7/(
6+((712'(6,*1('%<
'5$:1%<
&+(&.('%<
$33529('%<
6&$/(
3/$1),/(12/2&$7,21
91439-01
1/4" = 1'-0"
EXTERIOR ELEVATIONS
AR301
KH
DG
KH
05.11.23 DG
$5 $5
1257+(/(9$7,21 5(675220:35,9$&<6&5((1
5()(5726758&785$/3/$16)25)857+(5,1)250$7,21 5()(572(/(&75,&$/3/$16)25)857+(5,1)250$7,2121 (/(&75,&$/(48,30(17/,*+7,1*),;785(6$1'/2&$7,2162)(/(&75,&$/287/(76 5()(5723/80%,1*3/$16)25)857+(5,1)250$7,21 5()(572),1,6+3/$1$1'6&+('8/()25,17(5,25:$//&(,/,1*$1' )/225),1,6+,1)250$7,21
3529,'(%/2&.,1*)25$//:$//6:+(5(:$//+81*(48,30(17$1' ),;785(62&&85
67$1'$5'02817,1*+(,*+762)5(675220$&&(6625,(6$1' 3/80%,1*),;785(672)2//2:7+($&&(66,%,/,7<67$1'$5'6 5()(572$&&(66,%,/,7<'(7$,/6)25$&&(66,%,/,7<5(48,5(0(176$7 38%/,&5(675220
$5 $5
1257+(/(9$7,21 5(675220
$5 $5
($67(/(9$7,21 5(675220:75$6+(1&/2685(
/(*(1'*(1(5$/127(6.(<127(6
) 67$1',1*6($00(7$/522)$ (0%266('0(7$/:$//3$1(/$ *877(5$ 0(7$/)5$0('6.</,*+7
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
*5281'
)/225
723&08
$5
%2&$123<
726522)
$$$
$5
/2&$7,21)25)8785(38%/,&$57
)
*5281'
)/225
723&08
$5
%2&$123<
726522)
$5
*5281'
)/225
723&08
$ % & '
%2&$123<
726522)
$5
$5
$5
$
$5
%5,&.9(1((50(7$/:$//3$1(/667$1',1*6($00(7$/522) 0$77(),1,6+
0,66,213/$=$5(675220 &$)(
&,7<63(&,),&$7,2112'$7(
352-(&77,7/(
6+((77,7/(
6+((712'(6,*1('%<
'5$:1%<
&+(&.('%<
$33529('%<
6&$/(
3/$1),/(12/2&$7,21
91439-01
1/4" = 1'-0"
EXTERIOR ELEVATIONS
AR302
KH
DG
KH
05.11.23 DG
$5 $5
:(67(/(9$7,21 5(675220
5()(5726758&785$/3/$16)25)857+(5,1)250$7,21 5()(572(/(&75,&$/3/$16)25)857+(5,1)250$7,2121 (/(&75,&$/(48,30(17/,*+7,1*),;785(6$1'/2&$7,2162)(/(&75,&$/287/(76 5()(5723/80%,1*3/$16)25)857+(5,1)250$7,21 5()(572),1,6+3/$1$1'6&+('8/()25,17(5,25:$//&(,/,1*$1' )/225),1,6+,1)250$7,21
3529,'(%/2&.,1*)25$//:$//6:+(5(:$//+81*(48,30(17$1' ),;785(62&&85
67$1'$5'02817,1*+(,*+762)5(675220$&&(6625,(6$1' 3/80%,1*),;785(672)2//2:7+($&&(66,%,/,7<67$1'$5'6 5()(572$&&(66,%,/,7<'(7$,/6)25$&&(66,%,/,7<5(48,5(0(176$7 38%/,&5(675220
$5 $5
($67(/(9$7,21 5(675220
$5 $5
6287+(/(9$7,21 5(675220
/(*(1'*(1(5$/127(6.(<127(6
) 67$1',1*6($00(7$/522)$ (0%266('0(7$/:$//3$1(/$ *877(5$ 0(7$/)5$0('6.</,*+7$ 685)$&(02817('(/(&75,&0(7(55()(572(/(&75,&$/
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
*5281'
)/225
723&08
%2&$123<
726522)
)
$($
%%
*5281'
)/225
723&08
%2&$123<
726522)
%
-
%$
$
*5281'
)/225
723&08
$ % & '
%2&$123<
726522)
$5
$5
23(1 23(1
0(7$/678'&21&5(7(0$6215<81,76&08:$//)$&(3(5:$//7<3(3(5)25$7('0(7$/3$1(/7,/(3(5$
0,66,213/$=$5(675220 &$)(
&,7<63(&,),&$7,2112'$7(
352-(&77,7/(
6+((77,7/(
6+((712'(6,*1('%<
'5$:1%<
&+(&.('%<
$33529('%<
6&$/(
3/$1),/(12/2&$7,21
91439-01
1/4" = 1'-0"
BUILDING SECTIONS
AR401
KH
DG
KH
05.11.23 DG
$5 $5
%8,/',1*6(&7,21
$5 $5
%8,/',1*6(&7,21
$5 $5
%8,/',1*6(&7,21
5()(5726758&785$/3/$16)25)857+(5,1)250$7,21 5()(572(/(&75,&$/3/$16)25)857+(5,1)250$7,2121 (/(&75,&$/(48,30(17/,*+7,1*),;785(6$1'/2&$7,2162)(/(&75,&$/287/(76 5()(5723/80%,1*3/$16)25)857+(5,1)250$7,21 5()(572),1,6+3/$1$1'6&+('8/()25,17(5,25:$//&(,/,1*$1' )/225),1,6+,1)250$7,21
3529,'(%/2&.,1*)25$//:$//6:+(5(:$//+81*(48,30(17$1' ),;785(62&&85
67$1'$5'02817,1*+(,*+762)5(675220$&&(6625,(6$1' 3/80%,1*),;785(672)2//2:7+($&&(66,%,/,7<67$1'$5'6 5()(572$&&(66,%,/,7<'(7$,/6)25$&&(66,%,/,7<5(48,5(0(176$7 38%/,&5(675220
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% &21&5(7(6/$%5()(5726758&785$/$ 67((/&2/8015()(5726758&785$/'5$:,1*6( &8672029(5+$1*0(7$/'(7$,/- &867200(7$/9(176&5((1) 67$1',1*6($00(7$/522)$ *877(5 $ &(5$0,&7,/(:$//$33/,&$7,21%$ )/22502817('72,/(73$57,7,21% :$7(5+($7(55()(5723/80%,1*% 685)$&(02817('3$1(/%2$5'5()(572(/(&75,&$/
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
5 (
)
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91439-01
1/4" = 1'-0"
INTERIOR ELEVATIONS
AR501
KH
DG
KH
05.11.23 DG
$5 $5
5(675220 ($67
$5 $5
5(675220 6287+
$5 $5
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3529,'(%/2&.,1*)25$//:$//6:+(5(:$//+81*(48,30(17$1' ),;785(62&&85
67$1'$5'02817,1*+(,*+762)5(675220$&&(6625,(6$1' 3/80%,1*),;785(672)2//2:7+($&&(66,%,/,7<67$1'$5'6 5()(572$&&(66,%,/,7<'(7$,/6)25$&&(66,%,/,7<5(48,5(0(176$7 38%/,&5(675220
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
$5
6,0
67$1',1*6($0522):($7+(5%$55,(56+($7+,1*522))5$0,1*3(56758&785$/0(7$/3$1(/6<67(0&;&217,18286:,7+',$02&
)/$6+,1*720$7&+'(&25$7,9(0(7$/6&5((1'(&25$7,9(6&5((15()(572$/80,180&$3:,7+&/($77+,1%5,&.9(1((56$,/25&2856(7+,1%5,&.9(1((5%21'3$77(513(5(/(9$7,2160257$5%(':,7+/$7+&(5$0,&7,/( 3(5(/(9$7,216
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91439-01
As indicated
WALL SECTIONS
AR601
KH
DG
KH
05.11.23 DG
$5 $5
7<3:$//6(&7,21:6&5((1
$. $5
*877(5
$5 $5
3/,17+'(7$,/
$5 $5
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$5 $5
)227,1*'(7$,/5(675220
$5 $5
)227,1*'(7$,/$7)52172)5(675220
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
67$1',1*6($029(5
522),1*81'(5/$<0(17)5$0,1*3(56758&785$/7<3522)6+($7+,1*3(56758&785$/5,'*(&$3:)/$6+,1* /2:352),/(6(/))/$6+,1*6.</,*+75()(5,167$//3(50$18)$&785(5 6'(7$,/65()(5720(7$/522)0$18)$&785(565(&200(1'$7,21)25)/$6+,1*5(48,5(0(17667$1',1*6($00(7$/522)6<67(0522),1*81'(5/$<0(1729(56+($7+,1*)/$6+,1*&5,.(7)25326,7,9('5$,1$*&225',1$(:,7+5(48,5(0(7162)6.</,*+7 $1'522),1*0$18)$&785(5
:$//7,/(29(5&08:$//3(563(&,),&$7,216&21&5(7()/2256/$%+6632673(56758&85$/%(<21'&+$11(/)5$0,1**$3(5)25$7('0(7$/3$1(/:,7+('*(75,03$1(/72%(0,123(1$5($3$77(53(563(&,),&$7,216
=)/$6+,1*
67$1',1*6($00(7$/522))5$0,1*3(56758&785$/81'(5/$<0(173(563(&,),&$7,216 *$%(17&+$11(/
= )/$6+,1*720$7&+67$1',1*6($00(7$/522)*$&+$11(/$77$&+:,7+6(/)7$33,1*6&5(:6$72&)520($&+(1' 35()250('0(7$/5,'*(&$36+($7+,1*3(56758&785$/
))
[),(/' &2/25$&&(17 ),1,6+ [),(/' &2/25 [),(/' &2/25$&&(17 ),1,6+ [),(/' &2/25 [),(/' &2/25 0,66,213/$=$5(675220 &$)(
&,7<63(&,),&$7,2112'$7(
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6+((77,7/(
6+((712'(6,*1('%<
'5$:1%<
&+(&.('%<
$33529('%<
6&$/(
3/$1),/(12/2&$7,21
91439-01
As indicated
DETAILS
A-901
KH
DG
KH
05.11.23 DG
$. $
522)5,'*( 67$1',1*6($0
$5 $
6.</,*+7 67$1',1*6($0
$
&(5$0,&7,/()/225$1':$,16&27
$5 $
522)5,'*('(7$,/
$
7,/(:$,16&273$77(51
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
6$''/(7+5(6+2/'
'5$)76723:+(5(5(48,5(''225)5$0(%(<21'+2//2:0(7$/'2253(563(&,),&$7,21 +2//2:0(7$/
'2253(563(&
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70$6215<$1&+25
#-$0%7<3
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&08:$//+2//2:0(7$/'225)5$0(62/,'*5287
7+5(6+2/'
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0(7$/:$//3$1(/0(7$/:$//3$1(/75,035(),1,6+(')/$6+,1*&$8/.$7-2,17'225)5$0(%(<21' +2//2:0(7$/
'2253(563(&
[+66&2/801;+66%($00(7$/:$//3$1(/
;+66%($03,/(&$30(7$/:$//3$1(/&$3)/$6+,1*720$7&+0(7$/:$//3$1(/;+663267 &/5
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3$,17$//(;326('67((/685)$&(6
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35(),1,6+('&$3)/$6+,1*:,7+&/($7[%$567((/),1,6+720$7&+'(&25$7,9(0(7$/6&5((1)$67(172/$1*/(:,7+7$03(55(6,67$17)$671(56[[%$567((/),1,6+720$7&+'(&25$7,9(0(7$/6&5(($1&+25$72&0$;0(7$/62)),73$1(/ 35(),1,6+(')/$6+,1*7$//'(&25$7,9(6&5((1:,'7+3(53/$10,123(1 $5($
35(),1,6+('0(7$/:$//3$1(/%$567((/),1,6+720$7&+'(&25$7,9(0(7$/6&5(( $1&+25$72&0$;
&$8/.$7-2,17:$//7,/(&08:$//3(53/$1
35(),1,6+(')/$6+,1*
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0(7$/62)),73$1(/35(),1,6+(')/$6+,1*0(7$/:$//3$1(/0(7$/:$//3$1( 35(),1,6+(')/$6+,1*+(0(;326('('*(635(),1,6+(')/$6+,1* '2253(56&+('8/(6/,',1*'22575$&.5()(57263(&,),&$7,21 0(7$/62)),73$1(/7<39(173(50(7$/:$//3$1(/
$
35(),1,6+(')/$6+,1*+(0(;326('('*(6;+665()(5726758&785$/ '2253(56&+('8/(6/,',1*'22575$&.5()(57263(&,),&$7,21 0(7$/:$//3$1(/%(<21'0(7$/62)),73$1(/7<3
$1&+25$*(3(5
6758&785$/
67((/3/$7(3(56758&785$/
9(173(5 $
0,66,213/$=$5(675220 &$)(
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6+((77,7/(
6+((712'(6,*1('%<
'5$:1%<
&+(&.('%<
$33529('%<
6&$/(
3/$1),/(12/2&$7,21
91439-01
As indicated
DETAILS
A-902
KH
DG
KH
05.11.23 DG
$
7<3'225#&08:$//
$
$
35,9$&<6&5((1+25,=217$/6(&7,21
$
$
35,9$&<6&5((19(57,&$/6(&7,21
$
35,9$&<6&5((1(/(9$7,21
$
9(176&5((1
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9(176&5((1-$0%
$5 $
9(176&5((1#0(7$/3$1(/6
$5 $
9(176&5((1#%5,&.:$//
$5 $
9(176&5((1#'225
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
&08(;7(5,25:$//
5()(5726758&785$/
$
% $
%
&
%5,&.9(1((529(5
&(0(173/$67(5
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720$7&+0(7$/:$//
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6<67(0
0(7$/678'
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3,3(5$,1:$7(5
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5()(572522)3/$1
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0(7$/:$//3$1(/:($7+(5%$55,(5)5$0,1*$1'6+($7+,1*3(56758&785$/ 6($/$1735(),1,6+(')/$6+,1*720$7&+0(7$/:$//3$1(/6<67(0(/$6720(5,&0(0%5$1(:5$3,17223(1,1*)$&(2)&85%%(/2:
*$67$,1/(6667((/
0,66,213/$=$5(675220 &$)(
&,7<63(&,),&$7,2112'$7(
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6+((77,7/(
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'5$:1%<
&+(&.('%<
$33529('%<
6&$/(
3/$1),/(12/2&$7,21
91439-01
3" = 1'-0"
DETAILS
A-903
KH
DG
KH
05.11.23 DG
$5 $
%8,/',1*&251(5
$. $
%8,/',1*&251(5 .,26.
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
7+,&./,0(3/$67(521
(
$'2%(%/2&.:$//
(
6721(58%%/()281'$7,21%5,&.3$9,1*3(5/$1'6&$3(68%*5$'(3(5/$1'6&$3(*(27(;7,/()$%5,&29(5/$3 $7723),//::$6+('
*5$9(/7$03('/,*+7/<'5$,1$*(%2$5'29(56+((7:$7(53522),1* (
62,/),//%(/2:68%*5$'(5281'3(5)25$7('3/$67,&3,3(6(721%('2)*5$9(/6/23('2:172,167$//(1'&$3$7%855,('(1' 127(
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91439-01
As indicated
ADOBE DETAILS
A-911
KH
DG
KH
05.11.23 DG
$
$
$'2%()'1'5$,1$*(#%5,&.3$9(56
$
$
$'2%(:,1'2:)5$0( +($'
$
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
C-38079
02 - 28 - 2021
RENEWAL
DATE
2025
SYMBOL LEGEND
SYMBOL DESCRIPTION
LIMIT OF WORKEXISTING TREE TO REMAINRIGHT OF WAY ROW
LIMIT OF WORK
EXISTING TREE DRIPLINEEXISTING TREE TO BE REMOVEDEXISTING TREE TO BE RELOCATED
TREE DISPOSITION TABLE
QUANTITY DESCRIPTION
TOTAL EXISTING TREES
EXISTING TREES TO BE REMOVEDEXISTING TREES TO BE RELOCATEDEXISTING TREES TO REMAINPROPOSED TREES
TREE REPLACEMENT RATIOTREE PROTECTION ZONETREE PROTECTION FENCING OO DETAIL
2 -------
WL WL
UTL
W
W
MONTEREY ST.
BROAD ST. MISSION SAN LUIS OBISPO DE TOLOSA
MURRAY
ADOBE
ROW ROW
LIMIT OF WORK
MIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
LIMIT OF WORK
LIMIT OF WORK
OO OO
OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO
OO OO
OO
OO
OO OO
OO
OO
OO
OO OO
OO OO OO OO
OO
OO
OO
OO
OO
OO OO OO
O
OO OO OO
OO
OO OO
OO
OO
OO OO
OO
OO
OO OO
OO
OO
OO
OO
OO OO OO OO OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
OO
1 TREE TRUNK PROTECTION
1 TREE TRUNK PROTECTION
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
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
0 20 feet
1"=10'-0"
10 30
JMJAKE MINNICKMPMP
TREE PROTECTION PLAN
TP101
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
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
JMJAKE MINNICKMPMP
TREE PROTECTION DETAILS AND NOTES TREE PROTECTION AREA, SEE PLANS FOR LIMITS 6 INCHES OF BARK MULCH WITHIN TREE PROTECTION AREA EXISTING TREE TO REMAIN F.G.
NOTES:
1. TREE PROTECTION FENCING SHALL BE ERECTED AT THE EDGE OF THE TREE PROTECTION ZONE OR FOLLOWING
EXISTING HARDSCAPE SURFACES TO REMAIN PRIOR TO THE START OF ANY CLEARING, GRADING OR OTHER CONSTRUCTION ACTIVITY.
2. FENCE SHALL BE MINIMUM 5 FEET TALL CONSTRUCTED OF STURDY MATERIAL (CHAIN-LINK OR EQUIVALENT STRENGTH/ DURABILITY).
3. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS SUPPORTED BY STABILIZED SURFACE MOUNT TEMPORARY FENCE PANEL STANDS AND SPACED NOT MORE THAN 10 FEET APART.
4. AN ALL WEATHER SIGN THAT INCLUDES THE WORDS, “WARNING: TREE PROTECTION ZONE. PLEASE CONTACT THE PROJECT ARBORIST WITH 48-HOURS NOTICE PRIOR TO RELOCATING OR REMOVING FENCING,” SHALL BE
SECURELY ATTACHED TO THE FENCE IN A VISUALLY PROMINENT LOCATION
CHAIN-LINK FENCING
TREE PROTECTION FENCING
1/2" = 1'-0"
STABILIZED SURFACE MOUNTTEMPORARY FENCE PANEL STAND
2 RRM-MI1-51
TREE TRUNK PROTECTION
1/4" = 1'-0"
6'-0"
MAINTAIN EXISTING GRADE
WITHIN THE TREE PROTECTION
AREA UNLESS OTHERWISE
INDICATED ON THE PLANS
6 INCHES OF BARK MULCH OUTSIDEOF FENCING, WITHIN THE TREE
PROTECTION AREA
NOTES:
1. SEE SPECIFICATIONS FOR ADDITIONAL TREE PROTECTION REQUIREMENTS.
2. NO EQUIPMENT SHALL OPERATE OR BE STORED INSIDE THE TREE PROTECTION AREA.3. AN ALL WEATHER SIGN THAT INCLUDES THE WORDS, “WARNING: TREE PROTECTION ZONE. PLEASE CONTACT THE PROJECT ARBORIST WITH 48-HOURS NOTICE PRIOR TO RELOCATING OR REMOVING FENCING,” SHALL BE SECURELY ATTACHED TO THEFENCE IN A VISUALLY PROMINENT LOCATION
TREE PROTECTION
AREA, SEE PLANS
FOR LIMITS
STRAW WADDLE WRAPPED TIGHTLY AROUNDTRUNK TO A HEIGHT OF 6' WOOD 2x4" SPACED 6" O.C. MAX. PLACE
OVER TOP OF STRAW WADDLE
HIGH DENSITY POLYETHYLENE SNOW FENCING
WITH 3.5" x 1.5" OPENINGS WRAPPED TIGHTLYWITH A MINIMUM OF 4 LAYERS; COLOR:
ORANGE. PLACE OVER TOP OF WOOD TO
FULL 6'-0" HEIGHT
1 RRM-MI1-50
1. EXISTING TREES IDENTIFIED TO REMAIN SHALL BE PRESERVED, PROTECTED, AND MAINTAINED.
2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, TREE PROTECTION FENCING OR TREE TRUNK PROTECTION SHALL BE PLACED AROUND EXISTING TREES TO REMAIN AS SHOWN ON SHEET TP101. FOR TREE PROTECTION MEASURES, SEE DETAILS 1 AND 2, THIS SHEET.
3. NO CONSTRUCTION PARKING, STORAGE OF HEAVY EQUIPMENT OR MATERIALS SHALL OCCUR WITHIN THE TREE PROTECTION ZONES OF ANY EXISTING TREES TO REMAIN.
4. DEMOLITION AND GRADING WITHIN THE TREE PROTECTION ZONES OF EXISTING TREES TO REMAIN SHALL BE MINIMIZED AND SHALL BE DONE UNDER THE DIRECT SUPERVISION OF THE CITY OF SAN LUIS OBISPO CITY ARBORIST OR THE PROJECT ARBORIST. THIS TYPE OF WORK SHALL BE PERFORMED USING HAND TOOLS OR, WHEN NECESSARY, WITH LIGHT (ONE TON OR LESS) RUBBER-TIRED EQUIPMENT.
5. PRUNING OF EXISTING TREES IDENTIFIED TO REMAIN SHALL BE KEPT TO A MINIMUM AND MUST FOLLOW CITY OF SAN LUIS OBISPO STANDARDS.
6. ROOT OR CROWN PRUNING SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF THE CITY OF SAN LUIS OBISPO CITY ARBORIST OR THE PROJECT ARBORIST. NOTIFY THE PROJECT ARBORIST AT LEAST 48 HOURS IN ADVANCE OF ANY ROOT OR CROWN PRUNING ACTIVITY TO COORDINATE A SITE VISIT. CONTACT JAKE MINNICK (ISA CERTIFIED ARBORIST WE-11830, ISA TRAQ,) AT (805) 543-1794 OR [email protected].
7. ANY TREE ROOTS ENCOUNTERED WITHIN THE TREE PROTECTION ZONE OVER 1" IN DIAMETER SHALL BE CLEANLY SEVERED WITH A HAND OR RECIPROCATING SAW PERPENDICULAR TO THE DIRECTION OF GROWTH TO MINIMIZE THE SURFACE AREA OF THE WOUND.
SEVERED ROOTS SHALL BE COVERED WITH SOIL IN THE FINAL GRADING CONDITION AND NO SEVERED ROOTS SHALL BE EXPOSED TO AIR OR SUNLIGHT FOR MORE THAN 48 HOURS.
8. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL OBTAIN TREE REMOVAL PERMIT AS REQUIRED BY THE CITY OF SAN LUIS OBISPO.
9. TREE REMOVAL SHALL COMPLY WITH ALL PROVISIONS OF SLOMC 12.24.090.
TREE PROTECTION NOTES
DIG ALERT
DIAL TOLL FREE
AT LEAST 2 DAYS
BEFORE YOU DIG
TP501
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
MAY 12, 2023
NOT FOR
CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
MPMARISA PELTIERLMMP
GENERAL CONSTRUCTION NOTES
1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL
VERIFY ALL JOIN CONDITIONS FOR GRADING, DRAINAGE, AND
UNDERGROUND FACILITIES, INCLUDING LOCATION AND ELEVATION
OF EXISTING FACILITIES AT CROSSINGS WITH PROPOSED
UNDERGROUND FACILITIES. IF CONDITIONS DIFFER FROM THOSE
SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CITY
AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED
CONDITIONS HAVE BEEN EVALUATED AND RESOLVED.
2. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULD
CONFLICTING INFORMATION BE FOUND ON THE PLANS, THECONTRACTOR SHALL NOTIFY AND RECEIVE DIRECTION FROM THECITY BEFORE PROCEEDING WITH THE WORK IN QUESTION.
3. ONLY "APPROVED" STAMPED AND SIGNED DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THIS PROJECT.
4. NO CHANGES OR MODIFICATIONS TO THE PLANS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE CITY.
5. CONSULT WITH WITH THE CITY'S ARBORIST PRIOR TO PRUNING OR WORKING WITHIN THE DRIPLINE OF ANY TREE. ALL PRUNING OF TREES
SHALL BE KEPT TO A MINIMUM AND MUST FOLLOW CITY OF SAN LUIS OBISPO STANDARDS.
6. NO TREES, OTHER THAN THOSE INDICATED ON THE DRAWINGS, SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY.
7. NO MATERIALS OR EQUIPMENT SHALL BE STORED WITHIN THE DRIPLINE OF ANY TREE.
8. ALL NUMERIC AND WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER ALL SCALE DIMENSIONS.
9. DETAILS AND NOTES ON THE DRAWINGS TAKE PRECEDENCE OVER TYPICAL DETAILS AND GENERAL NOTES. WRITTEN SPECIFICATIONSTAKE PRECEDENCE OVER DRAWINGS.
10. ALL CONSTRUCTION SHALL CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. IN THE ABSENCE OF A SPECIFIED STANDARD OR SPECIFICATION, WORK SHALL CONFORM TO THE CURRENT CITYOF SAN LUIS OBISPO STANDARDS. IF NONE EXISTS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK),SHALL APPLY.
11. CONTRACTOR SHALL USE PRECAUTION TO PREVENT DISRUPTION OF PROJECT SITE IN AREAS OUTSIDE CONSTRUCTION ZONE. DAMAGES SHALL BE REPLACED OR REPAIRED BY CONTRACTOR. CONTRACTORSHALL SUBMIT VIDEO LOG OF CONSTRUCTION SITE THROUGHOUT DURATION OF PROJECT.
12. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS BEFORE COMMENCING WORK.
13. PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE
CITY FOR REVIEW AND APPROVAL, INCLUDING FIELD REVISIONS REQUESTED BY THE CITY INSPECTOR.
14. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT, AND
METHODS REQUIRED TO PREVENT THEIR OPERATIONS FROM
PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY,
CULTIVATED OR NATIVE VEGETATION, AND DOMESTIC AND
NON-DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS
OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM THEIR OPERATIONS.
15. CONSTRUCTION LINE AND GRADE STAKES SHALL BE SET BY A CIVIL ENGINEER OR SURVEYOR LICENSED IN THE STATE OF CALIFORNIA.
16. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER
RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY
MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THECONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AT THE CONTRACTOR'S EXPENSE.
17. ALL PROTECTIVE DEVICES TO BE INSTALLED BY THE CONTRACTOR, SHALL BE IN PLACE AT THE END OF EACH WORK DAY. A SAFE
PEDESTRIAN PATH OF TRAVEL SHALL BE PROVIDED AT ALL TIMES TO AND FROM BUILDING ENTRANCES TO PARKING FACILITIES.
COORDINATE PEDESTRIAN WALK CLOSURES WITH OWNER PRIOR TOCONSTRUCTION.
18. CONTRACTOR SHALL REFER TO MATERIALS SPECIFICATIONS
THROUGHOUT THE APPROVED PLAN SET AND SPECIFICATIONS. ANYSUBSTITUTIONS OF THE MATERIALS SPECIFIED IN THESE DOCUMENTSSHALL REQUIRE WRITTEN APPROVAL FROM THE CITY.
19. DURING THE COURSE OF WORK, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CALLING THE CITY OF SAN LUIS OBISPO FOR TESTING AND INSPECTION 48 HOURS IN ADVANCE. WORK NOT
PROPERLY TESTED AND INSPECTED WILL BE SUBJECT TO REJECTION.
20. WORK IN AND ALONG PUBLIC STREETS AND PARKING LOTS, ONCE
BEGUN, SHALL PROCEED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO THE PUBLIC.
21. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL C OF CI/ASCE 38-02 AS DEFINED IN THE GUIDANCE OF THE EXISTING UTILITY DATA.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF
LOCATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. ALL UTILITIES SHALL BE PROTECTED AND REPAIRED BY THE CONTRACTOR IF DAMAGED. CONTRACTOR SHALL BERESPONSIBLE FOR NOTIFICATION OF ALL UTILITY COMPANIES 48 HOURS PRIOR TO THE BEGINNING OF WORK. BRING ANY CONFLICTS WITH NEW IMPROVEMENTS IMMEDIATELY TO THE ATTENTION OF THECITY.
22. ENTRANCE TO THE SITE AND LAY DOWN AREA DURING
CONSTRUCTION SHALL BE SPECIFIED BY THE CITY.
23. CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF
PLANS IDENTIFYING ALL MODIFICATIONS MADE DURING
CONSTRUCTION TO THE CITY FOR THE PREPARATION OF RECORD
DRAWINGS.
24. ALL CONSTRUCTION SHALL CONFORM TO LATEST EDITION OF CALIFORNIA BUILDING CODE TITLE 24.
25. CONTRACTOR SHALL CONFORM TO THE WORKING HOURS FROM
8AM - 5PM. NO WORK SHALL BE DONE DURING CITY HOLIDAYS,
WEEKENDS, SPECIAL EVENTS OR OTHER PEAK SEASON TIMES PER THECITY OF SAN LUIS OBISPO.
26. CONTRACTOR SHALL NOTIFY BUSINESSES OF WORK PRIOR TO COMMENCEMENT OF CONSTRUCTION. COORDINATE NOTIFICATION
EFFORTS WITH CITY OF SAN LUIS OBISPO.
27. THIS PROJECT SHALL COMPLY WITH THE 2019 EDITIONS OF THE
CALIFORNIA BUILDING CODE (CBC), CALIFORNIA MECHANICALCODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA
ELECTRICAL CODE (CEC), CALIFORNIA GREEN BUILDING STANDARDS
CODE (CGBS), AND THE CALIFORNIA ENERGY CODE (CENC), ALL
AMENDMENTS TO THE CA CODES ADOPTED BY THE CITY OF SAN LUIS
OBISPO, AND ALL OTHER CODES, REGULATIONS, AND APPROVALS ESTABLISHED BY THE CITY OF SAN LUIS OBISPO.
28. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL
SCHEDULE A PRECONSTRUCTION CONFERENCE WITH ALL PARTIES
INVOLVED AT THE PROJECT SITE TO REVIEW THE SPECIAL INSPECTION
REQUIREMENTS, PROCEDURES, AND INDIVIDUAL SPECIAL INSPECTORS
THAT WILL BE ASSIGNED TO THE PROJECT, AS WELL AS REQUIREMENTS FOR STRUCTURAL OBSERVATION. CONTRACTOR SHALL CONTACT
THE CITY OF SAN LUIS OBISPO BUILDING DIVISION TO CONFIRM AN ACCEPTABLE MEETING DATE AND TIME.
CONSTRUCTION NOTES
LC001
DIG ALERT
DIAL TOLL FREE
AT LEAST 2 DAYS
BEFORE YOU DIG
OCCUPANT LOAD ANALYSIS FOR PATIO 1
TOTAL PATIO AREA: 955 SF
OCCUPANT LOAD FACTOR PER CBC 1004.5: 5 SF / PERSON
TOTAL OCCUPANT LOAD: 191 PERSONS
191 PERSONS x .2" /PERSON REQ WIDTH = 38.2" 76" PROVIDED OK PER CBC1007.1.1:
MAXIMUM DIAGONAL DIMENSION OF PATIO 45 FT
ALLOWABLE DISTANCE APART OF TWO EXITS: NOT LESS THAN 1/2 OF 45 FT DISTANCE APART OF CENTER OF TWO EXITS: 22.6 FT OK
MATERIALS LEGEND
SYMBOL DESCRIPTION
BRICK PAVING TYPE 1
PATTERN: HERRINGBONE
COLOR: OLD TOWN RED
BRICK PAVING TYPE 3
PATTERN: HERRINGBONE
COLOR: DUSTY ROSE
BRICK PAVING TYPE 4
PATTERN: HERRINGBONE
COLOR: SUMMER WHEAT
BRICK PAVING TYPE 2
PATTERN: HERRINGBONE
COLOR: MOUNTAIN ROSE
SYMBOL LEGEND
SYMBOL DESCRIPTION
BENCH
MOVEABLE BISTRO TABLE
(OWNER FURNISHED, N.I.C.)
PLANTER POT TYPE B
TRIPLE STREAM WASTE RECEPTACLES.SEE NOTE 5.
POLE LIGHT
BIKE RACK
PLANTING AREA
LIMIT OF WORK
SAWCUT LINE
DRINKING FOUNTAIN/BOTTLE FILLER
GRANITECRETE
COLOR: NATURAL GOLD
BRICK PAVING TYPE 5
PATTERN: HERRINGBONE
COLOR: SUTTER GOLD
PLANTER POT TYPE A
EXISTING TREE, SEE TP101RIGHT OF WAY ROW
LIMIT OF WORK
B
A
1 2
3 4
5 BRICK EDGE BAND
COLOR: BURNT ROSE
(SHADING DELINEATES PERMEABLE PAVING)
ROOT BARRIER
* ACCESSIBLE SEATING AT BAR COUNTER
MONTEREY ST.
BROAD ST. MISSION SAN LUIS OBISPO DE TOLOSA
MURRAY
ADOBE
ROW ROW
LIMIT OF WORK
LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
GB
LIMIT OF WORK
GB
LIMIT OF WORK
E
E
EE
E
E EEEEEE
E
E
E
E
E
E
GBGB
WM
BF
E
EX. LAWN
AREA
BRICK PAVING
MISSION STYLE RAILING
EX. REDWOOD TREE
"MOON TREE"
5 6
6 1
3 5
5 2 LANDSCAPE BOULDERS
2 BRICK EDGE BAND
TYP. 5
END NEW RAILING
P/A
P/A
P/A
P/A
P/AP/A
EX. SIDEWALK
BEGIN NEW
RAILING
BRICK PAVING 7
COLOR TRANSITION
3 GRANITECRETE PAVING
EXISTING RAILING
BRICK PAVING
TRANSITION PANEL
REPLACE/REPAIR IN- KIND
V-GUTTER DAMAGED BY
CONSTRUCTION
2 TREE UPLIGHTS PER
ELECTRICAL SHEETS,
2 PER TREE, TYP.
1 6 DECORATIVE PICKET FENCE
3 BRONZE PLAQUE
TREE PLANTING AT GRANITECRETE
STRING LIGHT POST
4 6 DECORATIVE
PICKET FENCE
4 SEE CG101 FOR PAVING ADJACENT TO ADOBE
DECORATIVE 6PICKET FENCE
EX. REDWOOD TREE
2 BAR COUNTER
PLANTER FENCE
(DASHED LINE AS
SHOWN, TYP.)
5 2
5 KIOSK
RESTROOM
EX. SIDEWALK
EX. REDWOOD TREE
R31'-9" R22'-6" R15'-6" R10'-6"
APPROX. RADII OF BRICK COLORS.
DASHED LINE FOR REFERENCE
ONLY. SEE DETAIL 4/LC501.
5 1
5 END
WALL
2 GRANITE PLANTER CURB
15' 14'-3"
7'-3"
B
A
A
POT IRRIGATION
LANDSCAPE BOULDER 2
6 5
P/A
5 4
3 2 1
1 1
2 2 3 4 5
TREE UPLIGHTS PER ELECTRICAL. 2 PER TREE, TYP.
ASPHALT PAVING
SEE CG101
STAIR HANDRAIL 7
TRENCH DRAIN
PER CG101
2 GRANITE PLANTER
CURB
5 PLANTER FENCE
(DASHED LINE AS
SHOWN, TYP.)
UTILITY LID, TYP.
SEE NOTE 1.
7 STAIR HANDRAIL
4 TYP. BOTH SIDES.
CLCL
1 EQ. EQ.
TRASH ENCLOSURE
FENCE/GATE PER
ARCHITECTURE SHEETS
RELOCATED "AUTHORIZED VEHICLES" +
ARROW SIGN. FINAL LOCATION TO BE
DETERMINED BY CITY TRAFFIC ENGINEER.
INSTALL PER CITY STANDARD DETAIL 7210. TOP
OF FOOTING SHALL BEGIN BENEATH BRICK.
A
B
C
A
B
C A
B C
B
A
C
B
A
B
A
B
TYP. 4. SEE NOTE 4 BELOW.
UTILITY LID, TYP. SEE NOTE 1.
ROLLING WASTE
RECEPTACLES
1 FURNISHINGS AT BRICK
PAVING
4 3 BRICK PAVING - PERMEABLE
1 4
SEE NOTES 2 & 7
DRINKINGFOUNTAIN
3 *
4 KIOSK FOOTING
BB EX. LAWN AREA
4 CAMERA POLE
PER E-003
(E) ART
SCULPTURE
LAWN
AREA
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
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
0 20 feet
1"=10'-0"
10 30
MPMARISA PELTIERLMMP
CONSTRUCTION PLAN
LC101
NOTES
1. CONTRACTOR TO COORDINATE FINAL PLACEMENT OF ALL UTILITY LIDS (ELECTRICAL, WATER, SEWER, ETC.) WITH ASSOCIATED
SUBCONTRACTOR AND LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
2. REFER TO SHEET A-911 FOR PRESERVATION WORK TO BE COMPLETED AT THE EXISTING ADOBE.
3. REFER TO SHEET TP101 AND TP501 FOR CONSTRUCTION PRACTICES AT EXISTING/RELOCATED TREES.
4. PROPOSED LARGE BOX SPECIMEN TREES AT GRANITECRETE PATIO
SHALL BE INSTALLED PRIOR TO IRRIGATION PIPE AND ELECTRICAL CONDUIT. AFTER INSTALLATION OF TREES CONTRACTOR SHALLCONSULT WITH PROJECT ARBORIST TO CONDUCT AIR SPADE ROOT EXCAVATION TO IDENTIFY ROOTS TO BE PRESERVED. PIPE AND
CONDUIT SHALL BE HAND TRENCHED AND NO ROOTS OVER 1" IN
DIAMETER SHALL BE SEVERED WITHOUT PERMISSION OF THE PROJECT ARBORIST.
5. PERMANENT TRIPLE STREAM WASTE RECEPTACLES AS SHOWN IN THE
LEGEND AND LISTED IN THE TECHNICAL SPECIFICATIONS SHALL BE COLLECTED BY PARKS MAINTENANCE. ROLLING TRIPLE WASTE BINS
ADJACENT TO THE RESTROOM SHALL BE COLLECTED BY SAN LUIS GARBAGE.
6. A QUALIFIED HISTORIC ARCHITECT OR ARCHITECTURAL HISTORIAN
WITH DEMONSTRATED EXPERIENCE WORKING WITH ADOBE
STRUCTURES SHALL BE RETAINED TO MONITOR AND PROVIDE
PROTECTION GUIDANCE FOR ANY WORK IN THE IMMEDIATE VICINITY OF THE PERIMETER OF THE MURRAY ADOBE.
1 1
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
AS NOTED
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
MPMARISA PELTIERLMMP
CONSTRUCTION DETAILS
BRICK PAVING
1 1/2" = 1'-0"
PROVIDE POLYMERIC SAND TO FILL IN
IRREGULARITIES IN JOINTS, TYP.
CLAY BRICK PAVER. BUTT JOINTS TIGHTLY.GEOTEXTILE FABRIC
WASHED CONCRETE
SAND SETTING BED
CLASS 2 AGGREGATE
BASE @ 95% RELATIVE
COMPACTION
RIP AND COMPACT TO
6" OF SUBGRADE TO 90%
RELATIVE COMPACTION
PLAN VIEW
HERRINGBONE PATTERN
NOTES:
1. TREAT EXISTING SOIL AND BACKFILL PRIOR
TO PAVER INSTALLATION WITH GROWTH
INHIBITOR.
2. SEAL ALL BRICK PAVING SURFACES WITH
SEALER PER SPECIFICATIONS.
1 RRM-MI1-42
BRICK EDGE BAND
3" = 1'-0"
1 BRICK PAVING
PLAN VIEW
P.C. CONCRETE FOOTER
1/2" MORTAR
SETTING BED
BRICK EDGEBAND
SOLDIER COURSE
BRICK EDGE BAND
ADJACENT
SURFACE PER
PLAN
8"
3/8" MORTAR JOINT
(1)#4 REBAR, CONT. HORIZ.,
CENTERED IN CURB.
2 RRM-MI1-88
1'-0"
CORE DRILL HOLE W/
DIA. 1/2" LARGER
THAN POST AND FILL
W/ EPOXY, TYP. ALL
POSTS.
BRONZE HANDRAIL
MOULDING
6 BRICK STEPS
NOTES:
1. HANDRAIL COMPONENTS ARE A MIX OF BRONZE AND STEEL. FOR COMPONENTS THAT HAVE BRONZE ACCENTS MECHANICALLY ATTACHED, BRONZE SHALL BESEPARATED PRIOR TO SHOP PRIMING. REATTACH PRIOR TO WELDING.
2. PROVIDE CONTINUOUS WELDS ON ALL COMPONENT CONNECTIONS. REMOVE EXCESS SLAG AND GRIND ALL CORNERS SMOOTH.
3. ALL HANDRAIL COMPONENTS THAT ARE STEEL ONLY SHALL BE PAINTED BLACK.
4. CONTRACTOR TO PROVIDE SHOP DRAWINGS SHOWING ALL HANDRAIL COMPONENTS AND LAYOUT PRIOR TO FABRICATION.
5. ALL HANDRAIL COMPONENTS ARE AVAILABLE FROM WWW.JULIUSBLUM.COM.
SEE SPECIFICATIONS FOR ITEM NUMBERS.
HANDRAIL
CROSS-SECTION
3/4" = 1'-0"
STAIR HANDRAIL
1 14"
STEEL HANDRAIL MOULDING
38" x 1 14" FLAT BAR
NON-CIRCULAR PERIMETER: 5 58"
1'-0" 1'-4"
9"
LAMB'S TONGUE
1" ROUND STEEL POST W/
BRONZE CENTER, TYP.ROUND POST BASE
4"
LATERAL SCROLL.
SEE PLAN TOP
RIGHT.
LATERAL SCROLL PLAN
SCROLL FACES
OUTWARD
1 1516"
MAX
7 RRM-MI1-73
LC501
BRICK PAVING - PERMEABLE
1 1/2" = 1'-0"
GEOTEXTILE ON
BOTTOM AND SIDES OF
OPEN-GRADED BASE. MIRAFI
RS380i OR APPROVED EQUAL
SOIL SUBGRADE -
ZERO SLOPE
NO. 2 STONE SUBBASE
NO. 57 STONE
OPEN-GRADED BASE
NO. 8 AGGREGATEBEDDING COURSE
BRICK PAVER
NO. 8 AGGREGATE IN 1/4" JOINT SPACING
3 RRM-MI1-116
BRICK EDGE BAND AT PERMEABLE BRICK
3" = 1'-0"
P.C. CONCRETE FOOTER
1/2" MORTAR
SETTING BED
BRICK EDGEBAND#4 REBAR, @ 12" O.C., BOTH WAYS
8"
3 BRICK PAVING -
PERMEABLE
BRICK PAVING 1
RRM-MI1-117
4 BRICK EDGE BAND
MORTAR JOINT
BRICK EDGE BAND CONDITIONS
1 1/2" = 1'-0"
EDGE BAND AT GRANITECRETE
EDGE BAND AT PLANTING
BRICK EDGE BAND
EDGE BAND AT EXISTING CONCRETE
BRICK EDGE BAND
EXISTING CONCRETE
3 GRANITECRETE PAVING
FLUSH
BRICK PAVING PER PLANBRICK PAVING PER PLANBRICK PAVING PER PLAN NOTE: CONCRETE FOOTING DEPTHBENEATH EDGE BAND VARIES PERPAVING TYPE.
ROOT BARRIER PROTECTION,
PER PLAN
5 RRM-MI1-87
11 1
1 BRICK PAVING
3-5/8" X 3-5/8" X 2-1/4"
BRICK PAVER
STAIR HANDRAIL 7
11-5/8" x 3-5/8" x 2-1/4"
BULLNOSE BRICK PAVER
7-5/8" X 3-5/8" X 2-1/4" BRICK PAVER, TYP.
CUT TO FIT RISER HEIGHT PER GRADING PLAN.
3-5/8" X 3-5/8" X 2-1/4" BRICK PAVER
1-1/4" MAX
3/8" MORTAR, TYP.
NOSING
ENLARGEMENT
3/4" = 1'-0"
BRICK STEPS
1/8" DEPTH SANDBLASTED AND STAINED CONSTRASTING
STRIPE. SANDBLASTING SHALL CREATE A CONTRASTINGTEXTURE AND STAIN SHALL BE CONTRASTING IN COLOR.
LANDSCAPE ARCHITECT TO APPROVE STAIN COLORPRIOR TO INSTALL.
CONSTRASTING STRIPE
SHALL BE PARALLEL TOTHE NOSE OF THE STEPAND EXTEND THE FULL
WIDTH OF THE STEP, ALL
STEPS, TYP.
3"
1'-4"
9"
1'-4"
#3 REBAR, AS
SHOWN
#3 TIES @ 12" O.C.,
TYP.
HANDRAIL FOOTING,
WHERE OCCURS.
10"
6 RRM-MI1-71
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
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
MPMARISA PELTIERLMMP
CONSTRUCTION DETAILS
2'-0"
1 BRICK PAVING
FG
P.C. CONCRETE CURB WALL
1/2" RADIUS, ALL EDGES
DECORATIVE PICKET FENCE 6
RETAINING CURB
1 1/2" = 1'-0"
2 BRICK EDGE
BAND
NOTE:
1. CONCRETE CURB WALL SHALL BE
INTEGRAL COLORED, SMOOTH TROWEL
FINISH.
2. INTEGRAL COLOR SHALL BE CITY OF SLO
STANDARD COLOR.
#4 REBAR, @ 12" O.C.BOTH WAYS
COMPACTED
SUBGRADE @ 90%
RELATIVE COMPACTION
FLUID APPLIED
WATERPROOFING
ALONG BACK OF CURB
8"
RRM-MI1-40
1 DECORATIVE PICKET FENCE
1" = 1'-0"
APPROX. 60" O.C.,
POST LOCATIONS PER PLAN
FS
3 34" TYP.
FOOTING CONDITION 1
STEEL POST TOP WITH BALL
1" STEEL POST WITH BRONZE CENTER1/2" STEEL PICKET WITH BRONZE CENTER
ROUND POST BASE
P.C. CONCRETE FOOTING, TYP. ALL POSTS
1'-0" DIA.
EDGE BAND CONCRETE FOOTER
FOOTING CONDITION 2
RETAINING CURB 1
(4) #3 W/ #3 TIE
TOP AND BOTTOM
MALLEABLE IRON VALANCE
3/4" SQ. HORIZONTAL STEEL RAIL
2 BRICK EDGE BAND
BRONZE HANDRAIL MOULDING
WITH 38" X 1 14" FLAT BAR BENEATH
TERMINAL, CENTER AND
CORNER HANDRAIL PIECE
AT POST TOP
3/4" SQ. HORIZONTAL STEEL RAIL
NOTES:
1. HANDRAIL COMPONENTS ARE A MIX OF
BRONZE AND STEEL. FOR COMPONENTS THAT
HAVE BRONZE ACCENTS MECHANICALLY
ATTACHED, BRONZE SHALL BE SEPARATED
PRIOR TO SHOP PRIMING. REATTACH PRIOR TO
WELDING.
2. PROVIDE CONTINUOUS WELDS ON ALL
COMPONENT CONNECTIONS. REMOVE
EXCESS SLAG AND GRIND ALL CORNERS
SMOOTH.
3. ALL HANDRAIL COMPONENTS THAT ARE STEEL
ONLY SHALL BE PAINTED BLACK.
4. CONTRACTOR TO PROVIDE SHOP DRAWINGS
SHOWING ALL HANDRAIL COMPONENTS AND
LAYOUT PRIOR TO FABRICATION.
5. ALL HANDRAIL COMPONENTS ARE AVAILABLE
FROM WWW.JULIUSBLUM.COM. SEE
SPECIFICATIONS FOR ITEM NUMBERS.
1/4
HSS 1.5 x 1.5 x 1/4
RRM-MI1-82
6 GRANITECRETE PAVING
1 1/2" = 1'-0"
CLASS II PERMEABLE AGGREGATE
BASE COMPACTED TO 88% TO 92%
GRANITECRETE: COMMERICAL 3 BAG MIX
COMPACTED 88%-92%
COMPACTED SUBGRADE @ 95%
RELATIVE COMPACTION
4" PERFORATED PIPE,
WHERE OCCURS. SEECIVIL PLANS.
3 RRM-MI1-26
GRANITE PLANTER CURB
1 1/2" = 1'-0"
BRICK PAVING 1
PLANTER
AREA
1/2" MORTAR BED
6"
BRICK EDGE BAND 2
1'-2"
GRANITE CURB
#5 x 8" DOWEL @ 24"
O.C., DRILL AND
EPOXY TO CONCRETE
P.C. CONCRETEFOOTER
ELEVATION
NTS
CONCAVE GROUT JOINT
GRANITE CURB, LENGTHS
MAY VARY.
BUTT JOINT AT CORNERS.
8"
UPLIGHT WHERE
OCCURS. SEE
ELECTRICAL SHEETS.
P.C. CONCRETEFOOTING AT EACHLIGHT. 2 LIGHTS PER
TREE, AS SHOWN ON
PLAN. AVOID LARGEROOTS.CONDUIT PER
ELECTRICAL SHEETS
NOTES:
1. GRANITE CURBS FOR THIS INSTALLATION ARE TO
BE HISTORICAL CURBS LOCATED AT THE CITY CORP
YARD. CURBS MAY DIFFER IN HEIGHT, LENGTH AND
WIDTH. CONTRACTOR TO WORK WITH LANDSCAPE
ARCHITECT TO SELECT APPROPRIATE PIECES.
GRIND/CHIP/CUT CURBS AS NEEDED TO FORM ACOHESIVE CURB INSTALLATION. 36" DEPTH ROOT
BARRIER PROTECTION,PER PLAN.
2 RRM-MI1-85
6"
8" MOW CURB
1 1/2" = 1'-0"
COMPACTED SUBGRADE @ 95%
1/2" RADIUS, TYP.
(1) #4 REBAR, CONT. HORIZ.,
CENTERED IN CURB.
PC CONCRETE WITH MEDIUM
BROOM FINISH, PERP. TO
DIRECTION OF CURB
NOTES:
A. PROVIDE CONTRACTION JOINT EVERY 10' MAX.
B. PROVIDE EXPANSION JOINT EVERY 20' MAX.
C. SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS.
D. TOP OF MOW CURB TO BE FLUSH WITH ADJACENT PAVING.
FLUSH IN D.G. PAVING
1" IN TURF
2" IN PLANTING AREA
8'
RRM-MI1-61
4 APPROX. 60" O.C.,
POST LOCATIONS PER PLAN
FS
3 1/2", TYP.
1'-0" DIA.
BRICK EDGE BAND 2
P.C. CONCRETE FOOTING,
TYP. ALL POSTS.
EDGE BAND CONCRETE FOOTER
PLANTER FENCE
1" = 1'-0"
MALLEABLE IRON
VALANCE
POST TOP
WITH BALL
1/2" SQ. STEEL PICKET
3/4" SQ. HORIZONTAL STEEL RAIL
(4) #3 W/ #3 TIE
TOP AND BOTTOM
6 DECORATIVE PICKET FENCE
ROUND POST BASE
1" O.D. STEEL
POST
BRONZE HANDRAIL
MOULDING
NOTES:
1. HANDRAIL COMPONENTS ARE A MIX OF
BRONZE AND STEEL. FOR COMPONENTS THATHAVE BRONZE ACCENTS MECHANICALLY
ATTACHED, BRONZE SHALL BE SEPARATED
PRIOR TO SHOP PRIMING. REATTACH PRIOR TO
WELDING.
2. PROVIDE CONTINUOUS WELDS ON ALL
COMPONENT CONNECTIONS. REMOVE
EXCESS SLAG AND GRIND ALL CORNERS
SMOOTH.
3. ALL HANDRAIL COMPONENTS THAT ARE STEEL
ONLY SHALL BE PAINTED BLACK.
4. CONTRACTOR TO PROVIDE SHOP DRAWINGS
SHOWING ALL HANDRAIL COMPONENTS AND
LAYOUT PRIOR TO FABRICATION.
5. ALL HANDRAIL COMPONENTS ARE AVAILABLE
FROM WWW.JULIUSBLUM.COM. SEE
SPECIFICATIONS FOR ITEM NUMBERS.
1/4
HSS 1.5 x 1.5 x 1/4
RRM-MI1-107
5 LC502
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
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
MPMARISA PELTIERLMMP
CONSTRUCTION DETAILS
BRONZE PLAQUE
1 1/2" = 1'-0"
8"x12"x1/2" THICK CAST BRONZE
PLAQUE. INSTALL AT BRICK EDGE BANDPER PLAN. FINAL DESIGN OF PLAQUE SHALL BE PROVIDED BY OWNER.
3 GRANITECRETE PAVING
FLUSH
1'-0"
3 GRANITECRETE PAVING
1 BRICK PAVING
BRONZE PLAQUE
PLAN
8"
2 BRICK EDGE BAND
BLIND STUD (4 TOTAL) MOUNTPLAQUE INTO CONCRETE. EPOXY INPLACE.
P.C. CONCRETE FOOTER
3 RRM-MI1-105
CITY STANDARD BENCH,
PER PLAN
SURFACE MOUNT PER
MANUFACTURER. TOP OF
FOOTING SHALL BE 4"BELOW F.S., TYP.
BRICKPAVERS
FURNISHINGS AT BRICK PAVING
3/4" = 1'-0"
CONCRETE
FOOTING. WIDTH
PER FURNISHING.
4" METAL SPACER
INSTALL FOOTING ON
COMPACTED CLASS II
AGGREGATE BASE @ 95%
COMPACTION
30"
RRM-MI1-43
1 NOTES:
A. SUBMIT PHOTOGRAPHS OF BOULDERS
FOR APPROVAL FROM OWNER PRIOR
TO PURCHASING.
B. OWNER SHALL APPROVE FINAL
PLACEMENT IN THE FIELD.
LANDSCAPE BOULDER
3/4" = 1'-0"
SET 1/3 or 33% DEPTH OF BOULDER
BENEATH FINISH GRADE.
SUBGRADE
ADJACENT SURFACE
PER PLANS
BOULDER SIZING:
PROVIDE QUANTITIES OF BOULDERS PER QUANTITIES SHOWNON PLANS. BOULDER SIZES ARE LABELED ON PLANS PER THESYMBOLS SHOWN BELOW.
SYMBOL SIZE RANGE (H, L & W)
A 36"
B
C
48"
60"
SET FACE UP WITH LEAST
AMOUNT OF FISSURES, OR
FAULTS.NATURAL BOULDER. SEE
SPECIFICATIONS FOR TYPE,SEE PLANS FOR SIZE AND
LOCATION.
F.G.
RRM-MI1-45
2 BRICK AND CONCRETE WALL
1" = 1'-0"
BRICK CAP,ROWLOCK
3/8" MORTAR
JOINT
PLANTER
AREA
BRICK CAP,ROWLOCK
1/2" MORTAR BED
6"
INTEGRAL COLORED P.C.
CONCRETE WALL. SMOOTH
TROWEL FINISH ON ALL
EXPOSED SURFACES.
#4 REBAR @ 12 O.C.,
BOTH WAYS
COMPACTED
SUBGRADE @ 90%
COMPACTION
ELEVATION A
1 BRICK PAVING
BRICK EDGE BAND 2
7 STAIR HANDRAIL
FLUID APPLIED
WATERPROOFING
CONCRETEWALL
BRICK STEPS 6
A
5 RRM-MI1-111 LC503
TREE PLANTING AT GRANITECRETE
1" = 1'-0"
GRANITECRETE 3
PAVING 8"
2'-4' FROM
EDGE OF
TRUNK
P.C. CONCRETE FOOTING AT
EACH LIGHT. 2 LIGHTS PER TREE,
AS SHOWN ON PLAN. AVOID
LARGE ROOTS.
UPLIGHT PER ELECTRICAL SHEETS
AND SPECIFICATIONS. FLUSH
MOUNT.
TOP OF CONCRETE SHALL BE
FLUSH WITH GRANITECRETE.
CONDUIT PER
ELECTRICAL SHEETS
LARGE BOX TREE PER
PLANTING PLAN
UNCOMPACTED NATIVE SOIL/AMENDMENTPER PLANTING SPECIFICATIONSCAREFULLY COMPACT STABILIZED DG
AROUND ROOTS, BEING CAREFUL NOT TO
SEVER OR DAMAGE ROOTS.
NOTE:
1. PROPOSED LARGE BOX SPECIMEN TREES AT GRANITECRETE
PATIO SHALL BE INSTALLED PRIOR TO IRRIGATION PIPE ANDELECTRICAL CONDUIT. AFTER INSTALLATION OF TREES
CONTRACTOR SHALL CONSULT WITH PROJECT ARBORIST TOCONDUCT AIR SPADE ROOT EXCAVATION TO IDENTIFY ROOTS TO BE PRESERVED. PIPE AND CONDUIT SHALL BE HANDTRENCHED AND NO ROOTS OVER 1" IN DIAMETER SHALL BESEVERED WITHOUT PERMISSION OF THE PROJECT ARBORIST.
STABILIZED DECOMPOSED GRANITE PERSPECIFICATIONS. COLOR MATCH TO GRANITECRETE COLOR. INTERFACE BETWEENGRANITECRETE AND STABILIZED DG SHALL FORM ONE FLUSH CONTINUOUS SURFACE.
CONTRACTOR TO INSTALL DG UNDER
DIRECTION OF PROJECT ARBORIST TODETERMINE RADIUS NEEDED FOR EACH TREE.
RRM-MI1-108
4 SOIL SEPARATOR FABRIC,
WRAP UP 4" ON ALL SIDES
OF POT AND ADHERE
WITH SILICONE ADHESIVE
POT IRRIGATION
1" = 1'-0"
PVC LATERAL
1 BRICK PAVING
1/2" SCH. 40 PVC PIPE
2" DIA. PLASTIC DRAIN PIPE. SEAL
CONNECTION TO POT WITH
SILICON SEALANT.
3" LAYER OF WASHED
PEA GRAVEL
1/2" FLEX PVC TUBING
(LENGTH AS REQUIRED)
PLANTER POT PER
SPECIFICATIONS. DRILL BOTTOMTO ACCEPT PVC DRAIN PIPE.
1/2" SCH 80 PVC
FEMALE ADAPTER TxT
1/2" SCH 80 PVC ELBOW
PLANTER MIX.
SEE SPECIFICATIONS.
RAIN BIRD XERI-BUBBLER
MODEL# SXB-360
6 RRM-MI1-48
BRICK PAVING COLOR TRANSITION
1/2" = 1'-0"BRICK PAVING COLOR 1
FEATHER COLOR TRANSITION BETWEEN EACH BRICK
COLOR APPROXIMATELY 2FT FROM CENTERLINE,
EACH SIDE, TYP. THERE SHALL BE NO CUTTING OFBRICKS TO ACHIEVE THIS LOOK, USE WHOLE BRICKS ONLY.
BRICK PAVING COLOR 2
THIS SECTION SHOULD BE 75% COLOR 1AND 25% COLOR 2.
THIS SECTION SHOULD BE 75% COLOR 2
AND 25% COLOR 1.
7 RRM-MI1-106
11
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
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
MPMARISA PELTIERLMMP
CONSTRUCTION DETAILS
F.S.
ELEVATION
BRICK WALL A
1" = 1'-0"
BRICK PAVING 1
BRICK BAND PER PLAN, BOTH SIDES OF WALL.
SUB SLAB SHALL BE INTEGRAL TO WALL
FOOTING, TYP. ENTIRE LENGTH OF WALL.
P.C. CONCRETE FOOTING
10"
1'-9"
3/8" MORTAR JOINT, FLUSH
BRICK
COMPACTED SUBGRADE @ 90%
RELATIVE COMPACTION
WALL CAP PLAN
GALVANIZED MASONRY TIES FOR BRICK
SUPPORT, FASTEN TO CONCRETE CORE,
18" O.C., TYP. BOTH SIDES
#4 REBAR, BOTH WAYS @ 12" O.C., TYP.
3'-0"
RRM-MI1-46
1 BAR COUNTER
1" = 1'-0"
POST BASE
HSS 1.5"x1.5"x1/4" STEEL POST
4"
APPROX. 5' O.C.
2'
1'-3" 9"
HSS 1.5"x1.5"x1/4"
STEEL FRAME. MITER
CORNERS AND WELD.
34'-0"
3 BRICK WALL B
ELEVATION VIEW FROM PATIO
1012" 1012 CL "
HSS 1.5"x1.5"x1/4" STEEL CENTERBAR. WELD TO POSTS ANDFRAME. 3'-0"
ACCESSIBLE
SEATING AREA
1/4" PERFORATED
STEEL TABLE TOP
NOTES:
1. SUBMIT SHOP DRAWINGS INDICATING ALL
WELDS, MATERIALS AND LAYOUT FOR
APPROVAL PRIOR TO FINAL FABRICATION.
2. ALL BAR COMPONENTS TO BE HOT ZIPPED
GALVANIZED AND PAINTED BLACK. GRIND ALL
WELDS AND SHARP EDGES SMOOTH PRIOR TO
GALVANIZING.
4" 1/4" PERFORATED STEEL TABLE TOP
4"
4"
17"
714"
SECTION
1/4
HSS 2 x 2 x 1/4
1/4
2'-7"
2 RRM-MI1-114
F.S.
GALVANIZED MASONRY TIES FOR BRICK
SUPPORT, FASTEN TO CONCRETE CORE,
18" O.C., TYP. BOTH SIDES
3'-0"
CONCRETE MOW CURB PER PLAN. INTEGRAL
TO FOOTING, MED. BROOM FINISH ON
EXPOSED CURB FACE, CONTRACTION JOINTSEVERY 10' O.C., ENTIRE LENGTH OF CURB.
P.C. CONCRETE FOOTING
#4 REBAR, BOTH WAYS @ 12" O.C., TYP.
3/8" MORTAR JOINT, FLUSH
BRICK
COMPACTED SUBGRADE @ 90%
RELATIVE COMPACTION
10"
1'-9"
BRICK WALL B
1" = 1'-0"
TURF PER PLAN
2 BAR COUNTER
3 BRICK EDGE
BAND ATOP
FOOTING, TYP.
WATERPROOFING
AT BACK OF
FOOTING
PROVIDE 1" PVC WEEP HOLES @
3' O.C., ENTIRE LENGTH OF WALL.
WEEP HOLE SHALL STOP BEHIND
BRICK, PROVIDE OPENING IN
MORTAR FOR WEEP.
3 RRM-MI1-113 LC504
STONE SEATWALL
1" = 1'-0"
1'-6"
2 BRICK EDGE BAND
4" MORTAR BASE
CLASS II COMPACTED BASE
@ 95% COMPACTION
MORTAR AND STONE CHIP. HOLD
BACK FROM EDGE TO MATCH
EXISTING WALLS.
SALVAGED STONE FROM
EXISTING WALLS
NOTE:
1. IT IS THE INTENTION THAT THIS SEATWALL MATCH
THE EXISTING WALLS IN MISSION PLAZA. FINISHED
RESULT SHOULD BE CONSTRUCTED IN A MANNER
TO SEAMLESSLY BLEND IN WITH EXISTING SITE
WALLS.
38"
8 1
RRM-MI1-49
5 STRING LIGHT POST
3/4" = 1'-0"
3" O.D. ACORN POST CAP
HAND HOLE FOR RECEPTACLE WHERE
OCCURS, SEE ELECTRICAL SHEETS.
6 STRING LIGHT ATTACHMENT
DECORATIVE POST BASE
3 GRANITECRETE PAVING
1'-0" DIA.
4" BASE X 3" TOP O.D. X 0.125 THICK
ROUND TAPERED ALUMINUM POST.BLACK POWDER COAT FINISH.
3/4" x 17" x 3' ANCHOR BOLT PER MFR.
(4) #4 W/ #3 TIE TOP AND
BOTTOM & @ 18" O.C. MAX.
3" CLR.
(3) #3 TIES @ 1 1/2" O.C.
ELECTRICAL
CONDUIT
RRM-MI1-110
4 SS 18" CABLE
SS 316" CABLE CLAMPS SS TURNBUCKLE
SS ELECTRICAL TIE
SS 18" CABLE
STRING LIGHTSTRING LIGHT CABLE
CABLE
THIMBLE
STRING LIGHT ATTACHMENT
1/4" = 1'-0"
SS 1/2"X2" EYE BOLT
CABLE THIMBLE
4 STRING LIGHT POST
NUT
RRM-MI1-53
6 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
AS NOTED
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
MPMARISA PELTIERLMMP
CONSTRUCTION DETAILS
CITDA
PROJECT TITLE:
DEDRCHAPSCPL
LC505
MISSION STYLE RAILING
1" = 1'-0" RRM-MI1-83
1 BRICK PAVING TRANSITION PANEL
3" = 1'-0"
BRICK PAVING RUNNING BONDPATTERN, REUSE EXISTING BRICKS. 1 BRICK PAVING
EDGE OF IMPROVEMENTS, JOIN FLUSH.
FORM ONE CONTINUOUS PATTERNBETWEEN EXISTING AND REPLACEDBRICK PAVERS AND EDGE BAND.DO NOT CUT BRICKS.
EXISTING BRICK PATH
SLOPE PANEL TO MEET
GRADE OF EXISTING PATH
PER GRADING PLAN
2 BRICK EDGE BAND
2 RRM-MI1-104
DRINKING FOUNTAIN
1" = 1'-0"
WATER SUPPLY
BALL SHUTOFF VALVE
VALVE BOX
1 12" PVC
DRAIN LINE
REMOVABLE SS CAP
PAVER EXTENSION AND BOLTS BY
MANUFACTURER
NOTES:
1. INSTALLATION TO BE COMPLETE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
FURTHER INFORMATION FOUND AT; MOSTDEPENDABLE.COM
BOLT CENTERED UNDER ADA ARM
5" 9"
FILTER
ACCESS DOOR
4' (W) X 2' (L) CONCRETE
PAD BENEATH PAVERS
PAVING
PER PLAN
3 RRM-MI1-118
1 KIOSK FOOTING
1 1/2" = 1'-0"
3 BRICK PAVING -
PERMEABLE
KIOSK WIDTH, PER
MANUFACTURER SPECS
NOTES
1. INSTALLATION TO BE COMPLETE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. FURTHER INFORMATION FOUND AT; TOUCHSOURE.COM
OUTDOOR KIOSK
#4 REBAR BOTH
WAYS @ 12"O.C., TYP.
P.C. CONCRETEFOOTING
COMPACTED SUBGRADE
@ 95% RELATIVE
COMPACTION
ANCHORING PER
MANUFACTURER
3'-0"
4 RRM-MI1-119
SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS DETAIL
HUNTER PROS-06-PRS30 04H 180 30 0.4 4'HUNTER PROS-06-PRS30 04Q 90 30 0.2 4' HUNTER MP CORNER PROS-12-PRS40-CV T ADJ 40 14'
HUNTER MP STRIP PROS-12-PRS40-CV RST RCS 40 0.22 5'x15'HUNTER MP1000 PROS-12-PRS40-CV L 210-270 40 14'HUNTER MP1000 PROS-12-PRS40-CV M 90-210 40 14'HUNTER MP2000 PROS-12-PRS40-CV K 90-210 40 19'RAIN BIRD 1806-5 SERIES STREAM 5Q-B 90 30 0.5 5'RAIN BIRD RWS-M-B-C 1402 360 40 0.5 3'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM RADIUS DETAIL HUNTER PGJ-06 2.0
TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL CIRCLE.
30 1.7 24'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD PEB
1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.
RAIN BIRD 44-RC
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LANDSCAPE PRODUCTS INC. BGV
1/2", 3/4", 1", 1-1/4", 1-1/2", 2", 2-1/2", 3", 4" BRASS GATE VALVE. THREADED BONNET, NON-RISING STEM, PRESSURE
RATED TO 200 PSI. SAME SIZE AS MAINLINE.BUCKNER-SUPERIOR 3200 1"NORMALLY CLOSED BRASS MASTER VALVE THAT PROVIDESDIRTY WATER PROTECTION AND NO MINIMUM FLOWFEATURE, WHICH ENSURES RELIABLE OPENING AND CLOSING OF THE VALVE IN EXTREME HIGH OR LOW FLOW SCENARIOS.
AVAILABLE IN 3/4IN.,1IN.1-1/2IN.,2IN.,2-1/2IN. AND 3IN..
FEBCO 825Y 2"REDUCED PRESSURE BACKFLOW PREVENTER
CALSENSE WALL MOUNT CONTROLLER
EXISTING CALSENSE CONTROLLER TO BE RELOCATED ANDREUSED.FLOW SENSORRAINMASTER BRASS/IMPELLER/PLASTIC FLOW SENSOR, CITY
OF SLO SPEC
BACKFLOW ENCLOSURELOCKABLE ENCLOSURE, PER CITY SPEC
CAP FOR FUTURE USECAP AT THE MAINLINE OR LATERAL LINE FOR FUTURE USE. THE
PRESSURE AND FLOW PROVIDED TO THAT LOCATION ARE
INDICATED NEXT TO THE CAP SYMBOL.
POINT OF CONNECTION 2"EXISTING 2" MAINLINE
IRRIGATION LATERAL LINE: PVC SCHEDULE 40IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40
SLEEVE SIZE SHALL BE 2X THE PIPE DIAMETER. EXTEND 18"
BEYOND EDGE OF PAVING. PROVIDE SEPARATE SLEEVES FOR
ALL CONTROL WIRES.
2.0 M
BF
C
ENCL
XX
8650/LI5018550/LI5028650/LI5018650/LI5018650/LI5018650/LI5018650/LI5018650/LI5018650/LI5018670/LI5018670/LI5018620/LI5028630/LI5028520/LI5018550/LI502 ////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////// ////// ///// ////////// // // // // // // // // // // // // // // // // // // // // ///////////////////////////////////////////////////////////////////////////////////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////// //////// /// //////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////// /////////////////////////////////////////////////////// /////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////
UTL
MONTEREY ST.
BROAD ST. MISSION SAN LUIS OBISPO DE TOLOSA
MURRAY
ADOBE
ROW
LIMIT OF WORK
LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
LIMIT OF WORK
LIMIT OF WORK
W
C
BF
ENCL
2.0 M
2.0 2.0
2.02.0 APPROXIMATE
LOCATION OF (E)
MAINLINE, VERIFY
LOCATION IN FIELD.
REMOVE (E) HEAD AND
ABANDON UNDERGROUND
PIPES IN PLACE, TYP.
5 7
1"
5.2 8
1"
CONTROLLER LOCATION.
PROVIDE 120V AC TO
THIS LOCATION. PULL ALL
EXISTING VALVE WIRES TO
REMAIN FROM EXISTING
SYSTEM AND NEW VALVE
WIRES TO CONTROLLER.
REMOVE (E) HEAD, TYP.
APPROX. LOCATION
OF (E) MAINLINE,
ABANDON IN PLACE
INSTALL 2" PVC CONDUIT
AND PULL ALL (E) VALVE
WIRES TO NEW
CONTROLLER LOCATION.
INSTALL WUNDERCOVERS
VALVE BOX.
P.O.C. - TIE INTO (E)
MAINLINE
2.0 1.5
1.5 1.5
2.0 .75 .75
.75
.75
1 3.2
1"
2 2
1"
3 4
4 3 1"
1"
9.1 5
1"
9.86 6
1"
CONTRACTOR TO PROVIDE TEMPORARY
IRRIGATION TO (E) PLANTS AND TREESDURING CONSTRUCTION, TYP. ALL AREAS AFFECTED OUTSIDE OF LIMIT OF WORK.
(E) LAWN AREA.
REPLACEMENT HEADS
AND VALVES SHOWN.
Generated: 2023-05-10 15:31
P.O.C. NUMBER: 01
Water Source Information: EXISTING 2" MAINLINE
FLOW AVAILABLEPoint of Connection Size: 2"Flow Available 77.18 GPMPRESSURE AVAILABLE Static Pressure at POC: 75 PSI
Pressure Available: 75 PSIDESIGN ANALYSIS
Maximum Multi-valve Flow: 40 GPM
Flow Available at POC: 77.18 GPM
Residual Flow Available: 37.18 GPM
Critical Station: 6
Design Pressure: 45 PSI Friction Loss: 0.45 PSI Fittings Loss: 0.04 PSI Elevation Loss: 0 PSI Loss through Valve: 1.7 PSI Pressure Req. at Critical Station: 47.2 PSILoss for Fittings: 0.17 PSILoss for Main Line: 1.72 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow: 11.9 PSILoss for Master Valve: 10 PSI Critical Station Pressure at POC: 70.9 PSI
Pressure Available: 75 PSI
Residual Pressure Available: 4.05 PSI
CRITICAL ANALYSIS
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
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
0 20 feet
1"=10'-0"
10 30
JMMARISA PELTIERMPMP
IRRIGATION PLAN
1. CONTRACTOR SHALL SLEEVE UNDER PAVING PER PLANS AND SPECIFICATIONS. TWICE(2X) THE SIZE OF PIPE ENCLOSED. EXTEND ALL SLEEVES 18" BEYOND EDGE OF PAVING
2. IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C.
VALVES ARE TO BE LOCATED 12" FROM SIDEWALKS, CURBS, ASPHALT & CONCRETE SURFACES.
3. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR.
4. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS.
5. CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 AMP BREAKER FOR EACH CONTROLLER. THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLT SERVICE AND HOOK-UP TO THE CONTROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS COST IS TO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID.
6. CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION.
7. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHTNOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BEBROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOTPERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NOEXPENSE TO THE OWNER.
8. CONTRACTOR SHALL ADJUST HEADS AS NEEDED TO MINIMIZE OVERSPRAY ONTO HARDSCAPE AREAS.
9. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN.11. ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED AND IN FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL CONTRACT WORK.
12. LANDSCAPE CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR PRIOR TO DEMOLITION OR PROTECTION OF EXISTING MAINLINE AND CONTROLLER WIRE FOR FUTURE USE.
13. IF THE INTENT IS TO DEMO ANY IRRIGATION EQUIPMENT IN NEW CONSTRUCTION AREA, LANDSCAPE
CONTRACTOR SHALL SUPPLY ALL NEW MAINLINE AND CONTROL WIRE TO NEW REMOTE CONTROL VALVE AS DESIGNED PER THIS PLAN, TYPICAL.
14. ALL NEW IRRIGATION BOXES, AND ADDITIONAL BOXES NECESSARY FOR RETROFITS SHALL BE LOCATED IN PLANTING AREAS 18" MIN. AWAY FROM ADJACENT PAVING AND 5' MIN. AWAY FROM IMMEDIATE BUILDINGENTRIES.
15. CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWING ARE COMPLETED: 1. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 2. HYDROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN AND LATERAL LINES. 3. ALL ZONES SHALL PASS A COVERAGE TEST. 4. CONTROLLERS SHALL BE FULLY OPERATIONAL.
16. CITY IRRIGATION CONTROLLER WIRES SHALL ALL BE LOCATED WITHIN ELECTRICAL CONDUIT AND NOT DIRECT BURIED, TYPICAL.
IRRIGATION SCHEDULE
IRRIGATION NOTES
IRRIGATION SPECIFICATIONS
REFER TO DIVISION III OF THE CURRENT CITY OF SAN LUIS
OBISPO STANDARD SPECIFICATIONS & ENGINEERING
STANDARDS.
LI101
1
MONTEREY ST.
BROAD ST. MISSION SAN LUIS OBISPO DE TOLOSA
MURRAY
ADOBE
ROW
LIMIT OF WORK
LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
GB
LIMIT OF WORK
GB
LIMIT OF WORK
GBGB
W
C
BF
ENCL
2.0 M
2.0 2.0
2.02.0 2.0
1.5 1.5
1.5 2.0 .75 .75
.75
.75
20. 15.
15. 15.
20. .75 .7
.75
.75
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
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
0 20 feet
1"=10'-0"
10 30
JMMARISA PELTIERMPMP
HYDROZONE PLAN
HYDROZONE SCHEDULE
LI201
LOW - SHRUBS AND TREES 1,676 SQ FT
WATER USE CALCULATIONS
MODERATE - SHRUBS AND TREES 238 SQ FTHIGH - TURF 757 SQ FT H
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
MAY 12, 2023
NOT FOR
CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
JMMARISA PELTIERMPMP
IRRIGATION DETAILS
CITY SDATE:
PROJECT TITLE:
SHEETDESIGDRAWNCHECKAPPROSCALEPLAN F
C
JMMAMPMP
LI501
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
MAY 12, 2023
NOT FOR
CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
JMMARISA PELTIERMPMP
IRRIGATION DETAILS
LI502
CITY SDATE:
PROJECT TITLE:
SHEETDESIGDRAWNCHECKAPPROSCALEPLAN F
N
C
JMMAMPMP
TREES QTY BOTANICAL NAME COMMON NAME CONT WUCOLS
1 ALOE 'HERCULES' TREE ALOE 24"BOX LOW
2 CERCIS CANADENSIS 'FOREST PANSY' FOREST PANSY EASTERN REDBUD 48"BOX MODERATE 1 JACARANDA MIMOSIFOLIA JACARANDA MULTI-TRUNK 60"BOX MODERATE 4 OLEA EUROPAEA 'SWAN HILL' TM MULTI-TRUNKED SWAN HILL OLIVE 108" BOX LOW
SHRUBS QTY BOTANICAL NAME COMMON NAME CONT WUCOLS
5 ACACIA COGNATA 'COUSIN ITT' COUSIN ITT LITTLE RIVER WATTLE 5 GAL LOW 3 AGAVE OVATIFOLIA WHALE'S TONGUE AGAVE 5 GAL LOW
9 ANIGOZANTHOS 'BIG RED' RED KANGAROO PAW 5 GAL LOW
3 BOUGAINVILLEA X 'BARBARA KARST' BARBARA KARST BOUGAINVILLEA 15GA STAKED LOW 4 BOUGAINVILLEA X 'LA JOLLA' LA JOLLA BOUGAINVILLEA 5 GAL LOW 9 BOUGAINVILLEA X 'ROSENKA' ROSENKA BOUGAINVILLEA 5 GAL LOW5 HESPERALOE PARVIFLORA 'PERPA' TM BRAKELIGHTS RED YUCCA 5 GAL LOW 26 LOBELIA LAXIFLORA ANGUSTIFOLIA MEXICAN LOBELIA 5 GAL LOW3 LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' VARIEGATED RUSH 5 GAL LOW 4 MAHONIA REPENS CREEPING MAHONIA 5 GAL LOW
15 OLEA EUROPAEA 'MONTRA' TM LITTLE OLLIE OLIVE 15 GAL LOW 6 ROSA FLORIBUNDA 'ICEBERG' ICEBERG ROSE 5 GAL LOW
GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT WUCOLS 759 SF LOLIUM PERENNE PERENNIAL RYEGRASS SEED HIGH
PLANTING NOTES
1. PLANT LIST IS FOR CONVENIENCE OF CONTRACTOR ONLY. IN CASE OF DISCREPANCIES BETWEEN THE PLANS AND THE LIST, PLANS SHALL PREVAIL.
2. PLANT LOCATIONS SHOWN ON THE PLANS ARE DIAGRAMMATIC. CONTRACTOR SHALL LOCATE ALL PLANT MATERIAL UNDER THE DIRECTION OF THE CITY PRIOR TO PLANTING HOLE EXCAVATION.
3. THE CITY RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANTING LAYOUT AS WORK PROGRESSES.
4. CONTRACTOR SHALL INSTALL A 3" THICK LAYER OF MULCH IN ALL PLANTER AREAS PER SPECIFICATIONS.
5. ALL TREES MUST BE APPROVED AND TAGGED AT NURSERY BY LANDSCAPE ARCHITECT.
MONTEREY ST.
BROAD ST. MISSION SAN LUIS OBISPO DE TOLOSA
MURRAY
ADOBE
ROW
LIMIT OF WORK
LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
LIMIT OF WORK
LIMIT OF WORK
E
E
EE
E
E EEEEEE
E
E
E
E
E
E
WM
BF
E
REPAIR IN-KIND ANY
TURF DAMAGED BY
CONSTRUCTION
RELOCATED
OLIVE TREE
EXISTING TREE, TYP.
LANDSCAPE BOULDERS,
TYP. SEE LC101.
ROOT BARRIER
PROTECTION
REPAIR IN-KIND ANY
TURF DAMAGED BY
CONSTRUCTION
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
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
0 20 feet
1"=10'-0"
10 30
MPMARISA PELTIERMPMP
PLANTING PLAN
PLANTING SCHEDULE
LP101
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
AS NOTED
MAY 12, 2023
NOT FOR CONSTRUCTION
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
MPMARISA PELTIERMPMP
1 CITY STANDARD TREE PLANTING AND STAKING
NTS
2 CITY STANDARD SHRUB PLANTING
NTS
PLANTING DETAILS
LP501
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 & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-101
DETAIL REFERENCE BUBBLE WITH LEADER
DRAG STRUT CONNECTIONMOMENT CONNECTION
WIDE FLANGE STEEL COLUMN
NUMBER OF EVENLY SPACED
STEEL HSS TUBE COLUMN
WELDED WIRE FABRICELEVATION OF WALL OR FRAMESLOPED SURFACE
INDICATES SAND OR GROUTINDICATES GRAVELEARTH LAYER
NORTH ARROWSLOPEFULL HEIGHT SECTION INDICATORDETAIL REFERENCE BUBBLE
BEAM CAMBER AT MID-SPANSPECIAL STUD SPACING SEE TYPICALDOUBLE ANGLE BRACE
STEEL IN CROSS SECTION
FULL HEIGHT STIFFENER CONNECTION
STEPPED FOOTING
TOP/BOTTOM OF ELEVATIONS
TOP OF STEEL ± ELEVATIONMEMBER SPLICE
STEEL HSS OR PIPE COLUMN
(WWF LAYER)STEPPED SURFACE; FLOOR DEPRESSION
ANGLE BRACESHEAR STUDSSTEEL DETAILS
-
SBOT OF
EL = (-X'-X")
BOTTOM STEPPED FOOTING
WOOD POST
X
XX'-X"
INDICATES HEADER @ OPENING PER HEADER SCHEDULEINDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENER XXINDICATES BEARING WALLSHADED AREA INDICATES CALIFORNIA FRAMINGSHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVEINDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST XXINDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENT
INDICATES PAD FOOTING TYPE PER SCHEDULE
1x INDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULE
INDICATES BEARING CMU WALL BELOWINDICATES BEARING CMU WALL ABOVEINDICATES NON-BEARING CMU WALL BELOWINDICATES NON-BEARING CMU WALL ABOVEINDICATES EXISTING BEARING CMU WALLINDICATES BEARING CONCRETE WALL BELOWINDICATES EXISTING NON-BEARING CMU WALL INDICATES NON-BEARING CONCRETE WALL BELOWINDICATES BEARING CONCRETE WALL ABOVEINDICATES NON-BEARING CONCRETE WALL ABOVEINDICATES EXISTING NON-BEARING CONCRETE WALLINDICATES BEARING WOOD WALL BELOWINDICATES BEARING WOOD WALL ABOVE
INDICATES PLYWOOD SIDE FOR SHEARWALL
INDICATES NON-BEARING WOOD WALL BELOWINDICATES NON-BEARING WOOD WALL ABOVEINDICATES EXISTING BEARING WOOD WALL INDICATES EXISTING NON-BEARING WOOD WALL INDICATES EXISTING BEARING CONCRETE WALL KSI
FOOTING
HEIGHT
INCLUDEINFORMATION
INCLINFO
JST
INSP
INT
JOINTJOIST
KIPS
IDI-JSTINIF
HT
INCH
GRADE BEAM
HORIZONTAL
GROUND
HIGH POINT
H or HORIZHP
GBGRND
FACE OF MASONARYFOOT; FEET
FOMFJ
ELEVATOREDGE NAILEMBEDMENTEXISTING
EXTERIOR
EACH WAYEQUAL OR EQUIVALENT
EXIST or (E)
FDN
EWELEVESEQUIPEQ
STRUCTURAL STEEL SHAPES
WT, ST, MT
MC
AMERICAN STD CHANNEL SHAPE
MISC CHANNEL SHAPE
THRUTHKT & GT & BTOCTO
TBSTRUCT
STIFFSTL
SW
THREADEDTEMPERATURE; TEMPORARY
STIFFENERSSTEELSTANDARD
AMERICAN WOOD PRESERVERS ASSOCIATIONCONSTRUCTION JOINT; CONTROL JOINT
COMPLETE JOINT PENETRATION WELD
DIAPHRAGMDRAWINGDIAMETERDOWELEACH FACEELEVATION
EFELDWL
EACH
DIMDIAG
CONTRACTORCONSTRUCTIONCUBIC FOOT
PENNY (NAIL OR BAR DIA)
CONNECTION; CONNECTCONCRETE
DBL
CU FTd
DETAIL
CONSTRCONTRCJP CONTCONNCONC
BEARINGCENTER OF GRAVITYCENTER TO CENTERCANTILEVERCAMBER
COMPRESSIONCOLUMN
CONCRETE MASONRY UNIT
CLR
COMP
CMUCJCLBTWN
BLOCKING
BNBM
BLOCK
BLDGASTMAITC
SPECSSNSPCGSHTG
SEPPSIPVMT#PSL
SHEATHINGSHEET
SECTIONPARTIAL JOINT PENETRATION WELDREINFORCE; REINFORCINGPARALLEL STRAND LUMBERPAVEMENTREFERENCEREQUIREDPLATE WASHERPREFABRICATEDPLYWOOD
ORIGINAL
OD
PI
L
PC
OPP
NO or #
OC
MIN
(N)
MFR
PONDS PER LINEAL FOOTPROPERTY LINE
PERPENDICULAR
ADDL
APPROXIMATEARCHITECTURAL; ARCHITECTADJACENT
ARCHAPAAESSALUMALTADJ
ANCHOR BOLTAMERICAN CONCRETE INSTITUTE
AB
LINEAL FOOT
POUND(S)LOW POINTLEVEL OR LAMINATED VENEER LUMBER
MACHINE BOLTMASONRYMATERIAL
LINEAL; LINEAR
LONG SLOTTED HOLESLONG LEG VERTICAL
LFLT WT
MASMAXMATL
LVLLLVLLH
AMERICAN PLYWOOD ASSOCIATION)
KIPS PER SQUARE INCH
FTG
HSH HORIZONTALLY SLOTTED HOLES
INSIDE DIAMETERINSIDE FACEI-JOISTINSPECTION
INTERIOR
JT
K
GALVANIZED
HANGER
GLUED LAMINATED BEAM
HGR
GRGLB GALVGA
GRADEGAUGE
FACE OF CONCRETEFIELD NAILFLANGEFLOOR JOISTFRAMINGFACE OF WALLFACE OF STUD
FTFRMGFOWFOSFNFOCFLGFLRFIN
FLOORFINISH
ENGINEEREACH SIDEEQUIPMENT
FOUNDATION
EXT
ENGRENEMBED
TYP TYPICAL
PIPE-XPIPE-XX
HSS
C
PIPE L
W
WWFWDWPW/OW/UNO
VSH VERT
UT
DBL EXTRA STRONG PIPE SHAPEEXTRA STRONG PIPE SHAPE
HOLLOW STRUCTURAL SECTIONSTANDARD PIPE SHAPESTRUCT TEE SHAPE
ANGLE SHAPE
W SHAPE
WELDED WIRE FABRICWORK POINT; WATERPROOFWOODWITHOUTWITH
VERTICAL SLOTTED HOLES
ULTRA-SONIC TESTUNLESS NOTED OTHERWISE
VERTICAL
TOP or TTHRTOWTOSTOFTEMP
STIRR
SYM
SSSSLSTGRSTDSQ
TOP OF STEEL/TOP OF SLABTOP OF CURB; TOP OF CONCRETETHICKNESS/THICKTHROUGHTOP OF WALLTOPTOP OF FOOTINGTONGUE & GROOVETOP AND BOTTOMTOP OF
TIE BEAMSYMMETRICALSHEAR WALLSTRUCTURAL
STIRRUPSHORT SLOTTED HOLES
STAINLESS STEEL
STAGGERSQUARE
AWPA
AMERICAN SOCIETY FOR TESTING MATERIALSAMERICAN INSTITUTE OF TIMBER CONSTRUCTION
DF DOUGLAS FIR/LARCH
DIMENSIONDIAGONALELECTRICALEXPANSION JOINT
DWGELECEJEADIAPHDN DOWN
CENTER
DEPARTMENTDOUBLE
COUNTERSINK; COUNTERSUNKCONTINUE; CONTINUOUS
CTR
DEPTDET
CTSK
BETWEENCLEARANCE; CLEARCENTER LINECAST-IN-PLACE
COL
CIPBRGCAM OR CCANT CGCC
BUILDINGBOUNDARY NAILBOTTOMAMERICAN WELDING SOCIETY
BLKBOT OR BBRCBLKG
BRACEBEAM
AWS
SOG SIM
SCHED
RF
Ø
SHT
SECT
REINFREFREQD
PREFABPLYPTPWPSF
PJP
PROP
SPECIFICATIONSSLAB ON GRADESHEAR NAILSPACINGSIMILAR
ROUND; DIAMETER
ROOFSEPARATIONSCHEDULEPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOUND; NUMBERPRESSURE TREATEDPROPERTY
MECHANICAL
NEWNORTH
ON CENTER
NOT TO SCALENUMBER
OPENINGOPPOSITEOUTSIDE FACEORIENTED STRAND BOARDOPPOSITE HAND MINIMUM; MINUTE
OUTSIDE DIAMETER
MISCELLANEOUSMANUFACTURER
PARA OR //
PLF PLPLCS
P OR PL.PERP
OPNGOSBORIGOHOF
NTSMECHMISC
N
PLYWOOD INDEXPRECAST; PIECEPLATE
PLACES
PARALLEL
ARCHITECTURAL EXPOSED STRUCTURAL STEELAMERICAN NATIONAL STANDARDS INSTITUTEAMERICAN INSTITUTE OF STEEL CONSTRUCTIONADDITIONALANCHORALTERNATEALUMINUMAPPROVEDENGINEERED WOOD ASSOCIATION (FORMERLY THE
ANCHAPPROXAPPVDANSIAISCACI
LIGHTWEIGHT
MAXIMUM
LONG LEG HORIZONTAL
MB
LPLSHLINLB(S) OR #
DIA OR Ø
LSL LAMINATED STRAND LUMBER
A & B ABOVE AND BELOW
RR ROOF RAFTER
PA POST ABOVE
FTA FLOOR TIE ABOVE
KP KING POST
WO WHERE OCCURS
ABV ABOVE
KS KING STUD
TS TRIMMER STUD
C1 INDICATES CONTINUOUS FOOTING TYPE PER SCHEDULE
SYMBOLS WALL TYPES SHEET INDEX
ABBREVIATIONS
S-101 SHEET INDEX, ABBREVIATIONS, & SYMBOLSS-102 GENERAL NOTESS-103 GENERAL NOTESS-104 GENERAL NOTESS-105 SPECIAL INSPECTIONS & TESTSS-201 RESTROOM FOUNDATION & ROOF FRAMING PLANS-211 KIOSK FOUNDATION & ROOF FRAMING PLANS-221 CMU ELEVATIONSS-301 TYPICAL CONCRETE DETAILSS-302 TYPICAL CONCRETE DETAILSS-303 FPOUNDATION DETAILSS-401 TYPICAL MASONRY DETAILSS-402 TYPICAL MASONRY DETAILSS-403 TYPICAL MASONRY DETAILSS-404 TYPICAL STEEL DETAILSS-405 TYPICAL STEEL DETAILSS-406 TYPICAL STEEL DETAILSS-407 TYPICAL STEEL DETAILSS-411 STEEL DETAILSS-412 STEEL DETAILS
DO DO OVER HDR HEADER
F1
X
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 & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-102
1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:
A. 2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION AND LATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.
B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).
C. CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.
2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK
PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE
CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.
3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALEDFROM THE DRAWINGS.
5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS
NOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGS
C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,
SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWNE. FLOOR AND ROOF FINISHESF. MISCELLANEOUS DRAINAGE AND WATERPROOFING G. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL H. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS
6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED.
B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.
D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS.
7. SEE CIVIL DRAWINGS FOR THE FOLLOWING:
A. HEIGHT AND/OR ELEVATION OF:
a. FINISHED SURFACE
b. TOP OF WALL
c. TOP OF GRADE
d. FINISHED GRADE
e. SLOPE
B. SITE CONCRETE WALKWAYS, CURBS & PAVING
8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURESNECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUTNOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE
CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS,
INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING
STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY.
9. BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE / CMU HAS ACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS.
BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR CONCRETE DIAPHRAGMS, HAS ACHIEVED FULL DESIGN STRENGTH.
10. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR SHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP,SHORTENING, ETC..
11. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHENDRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURALDRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.
12. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.
13. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH
STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
14. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
15. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR
POCKETS, BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING
16. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.
A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.
B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.
17. EDGE OF SLAB DIMENSIONS TO BE COORDINATED AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO FABRICATION.
GENERAL
1. FLOOR LIVE LOADS: (2019 CBC SECTION 1603.1.1)
2. ROOF LIVE LOADS (2019 CBC SECTION 1603.1.2)3. ROOF SNOW LOADS (2019 CBC SECTION 1603.1.3):
4. WIND DESIGN DATA (2019 CBC SECTION 1603.1.4) :
5. EARTHQUAKE DESIGN DATA (2019 CBC SECTION 1603.1.5):
6. GEOTECHNICAL INFORMATION (2019 CBC SECTION 1603.1.6):
REFER TO FOUNDATION GENERAL NOTES
7. FLOOD DESIGN DATA: (2019 CBC SECTION 1603.1.7)
THIS PROJECT IS NOT IN A FLOOD PLAIN
SITE AND OCCUPANCY PARAMETERS
PARAMETER VALUE REFERENCE
RISK CATEGORY II 2019 CBC TABLE 1604.5
SEISMIC IMPORTANCE FACTOR I = 1.0 ASCE 7-16 TABLE 1.5-2 MAPPED SPECTRAL RESPONSE ACCELERATIONS:
S S = 1.059g
2019 CBC 1613.2.1
S 1 = 0.39g
SITE CLASS D 2019 CBC 1613.2.2SPECTRAL RESPONSE COEFFICIENTS:
S DS = 0.847g
2019 CBC 1613.2.4
S D1 =
COMPONENTS & CLADDING WIND PRESSURES (PSF)
LOCATION COMPONENT TRIBUTARY AREA (SQ FT) 10 100 500
ROOF
ZONE 1 -1.8 -0.8 -0.8
ZONE 2e -1.8 -0.8 -0.8
ZONE 2n -2.0 -1.2 -1.0
ZONE 2r -1.8 -0.8 -0.8
ZONE 3e -2.5 -1.5 -1.0
ZONE 3r -2.0 -1.2 -1.0
ALL ZONES 0.9 0.5 0.5
OVERHANG
ZONE 1 -2.6 -1.6 -1.6
ZONE 2e -2.6 -1.6 -1.6
ZONE 2n -2.8 -2.0 -1.8
ZONE 2r -2.6 -1.6 -1.6
ZONE 3e -3.3 -2.3 -1.8
ZONE 3r -2.8 -2.0 -1.8
WALL
ZONE 4 -24.9 -21.6 -19.0
ZONE 5 -30.7 -23.9 -19.0
POSITIVE 22.9 19.0 17.1
BUILDING PARAMETERS
PARAMETER VALUE REFERENCE
SEISMIC DESIGN CATEGORY SDC = D 2019 CBC 1613.2.5
BASIC SEISMIC FORCE RESISTING SYSTEM
SPECIAL REINFORCED MASONRYSHEAR WALLS
RESTROOM KIOSK
ASCE 7-16 TABLE
12.2-1 RESPONSE MODIFICATION FACTOR R = 2 1.25
SYSTEM OVERSTRENGTH FACTOR Ωo = 2 1
2 1.25
DEFLECTION AMPLIFICATION FACTOR Cd = 1 3 4 1.25DESIGN BASE SHEAR V = 20.8k 4.62k ASCE 7-16 12.8.1 SEISMIC RESPONSE COEFFICIENTS Cs = 0.380 0.608 ASCE 7-16 12.8.1.1 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE PROCEDURE ASCE 7-16 12.8
FLOOR LIVE LOADS
OCCUPANCY OR USE UNIFORM (PSF) CONC. (LBS) REFERENCE
TOILET ROOMS 60 ___ ASCE 7-16 TABLE C4.3-1
ROOF LIVE LOADS
OCCUPANCY OR USE UNIFORM (PSF) CONC. (LBS) REFERENCE
ROOF
ORDINARY FLAT, PITCHED AND CURVED ROOFS (THAT ARE NOT OCCUPIABLE) 20 ___
2019 CBC TABLE
1607.1
SNOW DESIGN DATA
PARAMETER VALUE REFERENCE
GROUND SNOW LOAD Pg = 0 PSF ASCE 7-16 7.2
WIND DESIGN DATA
PARAMETER VALUE REFERENCE
ULTIMATE DESIGN WIND SPEED (3-SEC GUST) VULT = 90 MPH 2019 CBC FIG. 1609.3 NOMINAL DESIGN WIND SPEED (3-SEC GUST) VASD = 70 MPH 2019 CBC 1609.3.1 EXPOSURE CATEGORY C 2019 CBC 1609.4.3
INTERNAL PRESSURE COEFFICIENT: GCpi = ± 0.18 ASCE 7-16 TABLE 26.13-1
DESIGN INFORMATION
1. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL REPORTS AND SUPPLEMENTS/ADDENDUMS. COPIES OF THE REPORTS AND SUPPLEMENTAL LETTERS SHALL BE AVAILABLE AT THE JOBSITE AT ALL TIMES.
2. SPREAD OR CONTINUOUS FOOTINGS:
NOTES:
A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES.
B. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCE AND PASSIVE RESISTANCE WITH THE LESSER REDUCED BY 33 PERCENT.
C. THE UPPER 0 FOOT OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHEN CALCULATING PASSIVE RESISTANCE.
D. COMPACTED FILL SHOULD BE PREPARED PER SECTION 6.0 GEOTECHNICAL EVALUATION REPORT
4. SLAB ON GRADE SUPPORT SHALL BE PER THE GEOTECHNICAL INVESTIGATION REPORT AND TYPICAL DETAILS IN THE CONSTRUCTION DOCUMENTS.
5. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALL
CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
6. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER AND/OR SEEPAGE.
7. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE AND REINFORCING.
8. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE ORPROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.
9. EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.
10. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY
COMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT AND APPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PERSECTION 1705.6 OF THE CODE.
11. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS.
ELEMENT
ALLOWABLE
BEARING
CAPACITY
(PSF) A
ALLOWABLE LATERAL RESISTANCE B
PASSIVE
RESISTANCE
(PSF/FT BELOW
GRADE)
FRICTION
RESISTANCE
(COEFFICIENT OF
FRICTION)
BUILDING
FOUNDATION 2,000 350
150 (2:1 SLOPING DOWN) 0.35
RET WALL 1,500
REPORT/ADDENDUM TITLE PREPARED BY DATE PROJECT #
GEOTECHNICAL ENGINEERING REPORT
MISSION PLAZA RESTROOM AND CAFE
SAN LUIS OBISPO MISSION PLAZA
SAN LUIS OBISPO, CALIFORNIA
EARTH SYSTEMS PACIFIC
4378 OLD SANTA FE
ROAD SAN LUIS OBISPO,
CA 93401
OCTOBER 21, 2022 305341-001
FOUNDATION
1. DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTICAL DIMENSIONS (ELEVATIONS).
2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS.
3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT NOTED ON STRUCTURAL DRAWINGS.
4. SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.
5. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS.
6. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.
DIMENSIONS
EXISTING CONDITIONS
1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.
2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FOR NEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.
EXISTING UNDERGROUND UTILITIES
1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.
3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.
A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.
B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.
MATERIAL ASTM STANDARD
PORTLAND CEMENT (TYPE II)A C150
CONCRETE AGGREGATES (HARDROCK) C33CONCRETE AGGREGATES (LIGHTWEIGHT)C C330 WATERB C1602
COAL FLY ASH OR POZOLLAN (CLASS F) C618
NATURAL OR MANUFACTURED SAND C33
SLAG C989
CONCRETE
LOCATION IN STRUCTURE MINIMUM STRENGTH (PSI) DENSITY (PCF) MAX SLUMP (IN±1) MAX WATER/CEMENT RATIO SLAG/ FLY ASHA (MAX)
CONCRETE
FOUNDATIONS, GRADEBEAMS, TIE BEAMS
4,000 150 4 0.5 0.15
CONCRETE BASEMENT
WALLS/STEM WALLS 4,000 150 4 0.5 0.15
CONCRETE SLAB ONGRADE 3,000 150 4 0.45 0.15
STAIRS ON GRADE, CURBS
AND OTHER NONSTRUCTURAL CONCRETE 3,000 150 4 0.5 0.15
SITE WALLS 3,000 150 4 0.5 0.15
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-14.
2. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:
A. FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-14 TABLE
19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT.
B. WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENT RATIO BE EXCEEDED.
C. PUMICE AGGREGATE SHALL NOT BE USED.
3. CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-14, WHICH REFERENCES ACI 301-10 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVE STRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-10 ARTICLE 4.2.3.4.SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):
A. AS MEASURED BY CEMENTITIOUS WEIGHT
4. READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C94 OF C685.
5. DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-14 AND PROJECT SPECIFICATIONS.
6. ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED AND ROUGHENED TO 1/4" AMPLITUDE.
7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THE DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.
9. PIPES EMBEDDED IN CONCRETE:
A. CONCRETE
a. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.
b. NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK. c. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.d. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3 DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.
1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-14, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FOR ASTM A706 GR60 STEEL PER ACI 318-14 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET:
A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI.
B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN
1.25. C. WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BE PERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-14.
2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
3. WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDED DEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS AND ALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-14 SECTION
25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.
4. REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.
A. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-14 SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
B. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PER ACI 530-13 SECTION 8.1.6.7.1 OR 9.3.3.4 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERING
GRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IF CONCURRENTLY PRESENT ON SITE.
6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARSTO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.
7. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE CONCRETE IS
PLACED AND SHALL BE SECURED AGAINST DISPLACEMENT DURING CONSTRUCTION WITHIN PERMITTED TOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPER DISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS, REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATEST EDITION.
8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.
9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONSAND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAP SPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTIONSHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACING REQUIREMENTS OF ACI 318-14.
10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TO PLACEMENT OF CONCRETE PER ACI 318-14 SECTION 26.13.2.3 OF THE CODE.
11. WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL,
CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL.
12. CONCRETE PROTECTION FOR REINFORCEMENT13. MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-14 SECTION
25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICES MUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTS INCLUDE:
LENTON STANDARD COUPLERS (IAPMO-ES 0129)LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129)LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129)LENTON LOCK COUPLERS PER (IAPMO-ES 0129)NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALL BE ASTM A706 PER IAPMO-ES 0129.
ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMES AND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-14 SECTION 18.2.7 & 18.12.7.4
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE
PROVIDED FOR
REINFORCEMENT IN CAST-IN-PLACE CONCRETE
(NON-PRESTRESSED):
MINIMUM COVER,
IN.
A. CONCRETE CAST AGAINST AND PERMANENTLY
EXPOSED TO EARTH 3B. CONCRETE EXPOSED TO EARTH OR WEATHER:
NO.6 THROUGH NO. 18 BAR NO.5 BAR, W31 OR D31 WIRE & SMALLER 2 1 1
2"
C. CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:
SLABS, WALLS, JOISTS: NO.14 AND NO.18 BARS NO.11 BAR & SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS,
SPIRALS
1 1
2"
3 4"
1 1
2"
REINFORCING STEEL
1 1
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 & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
05/11/2023
0256-03-CU20
91439-01
S-103
1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES" (TMS 402-16) PUBLISHED BY THE MASONRY SOCIETY AND WITH CHAPTER 21 OF THECODE.
2. CONCRETE MASONRY UNITS SHALL COMPLY WITH SECTION 2103.1 OF THE CODE AND BE HOLLOW LOAD BEARING CONFORMING TO ASTM C90 AND MEET THE FOLLOWING REQUIREMENTS:
3. MORTAR SHALL CONFORM TO SECTION 2103.2 OF THE CODE AND ASTM C270 AND HAVE THE FOLLOWING PROPERTIES AND STRENGTHS: SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
4. GROUT SHALL COMPLY WITH SECTION 2103.3 OF THE CODE AND ASTM C476. GROUT SHALL MEET THE FOLLOWING REQUIREMENTS:
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
5. MORTAR AND GROUT COMPONENTS SHALL CONFORM WITH THE FOLLOWING:
6. ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF SEOR.
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
7. REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.
8. PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS.
9. ALL CELLS SHALL BE GROUTED SOLID.
10. DESIGN f'm = 2,000 PSI FOR CMU CONSTRUCTION, TYPICAL. PRISM TESTING SHALL BE PERFORMED AS PER THE REQUIREMENTS OF PROJECT SPECIFICATIONS. SEE ALSO NOTES UNDER "TEST AND INSPECTION REQUIREMENTS"FOR REQUIREMENTS.
11. USE RUNNING BOND PATTERN UNO BY ARCHITECT. USE OPEN ENDED UNITS FOR STACKED BOND PATTERN.12. USE OF "HIGH-LIFT" GROUT CONSTRUCTION IS SUBJECT TO APPROVAL BY SEOR AND JURISDICTION. MAX GROUT LIFT HEIGHT SHALL BE 5'-4" IN ACCORDANCE WITH TMS 602-16 ARTICLE 3.5D. GROUT LIFT HEIGHT MAY BE INCREASED TO 12'-8" IF THE FOLLOWING CONDITIONS ARE MET:
A. MASONRY HAS CURED FOR AT LEAST 4 HOURS
B. GROUT SLUMP IS MAINTAINED BETWEEEN 10" - 11"
C. NO BOND BEAMS OCCUR BETWEEN TOP AND BOTTOM OF POUR HEIGHT D. CLEANOUTS ARE PROVIDED AT 32" MAX OC FOR CLEANING AND INSPECTION PRIOR TO GROUTING PER TMS 602-16 ARTICLE 3.2F.
13. CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION OR USE A SELF
CONSOLIDATING GROUT
14. EMBEDDED PIPES AND CONDUITS
A. CONDUITS, PIPES AND SLEEVES MAY BE EMBEDDED IN MASONRY ONLY IF COMPLYING WITH THE FOLLOWING REQUIREMENTS:
a. THEY SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTER b. THE MAXIMUM AREA OF VERTICAL PIPES, CONDUITS, OR SLEEVES PLACED IN MASONRY COLUMNS OR PILASTERS SHALL NOT EXCEED 2 PERCENT OF THE CROSS SECTION c. THE MAXIMUM NUMBER OF PIPES ALLOWED IN A CELL FOR WALLS IS THE FOLLOWING:d. WRAP PIPES AND FITTINGS WITH 1 4" FOAM TAPE MIN.
B. PIPES SHALL NOT BE EMBEDDED IN MASONRY WHEN:
a. CONTAINING LIQUID GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150° F b. UNDER PRESSURE IN EXCESS OF 55 PSI
c. CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZING C. ALUMINUM PIPES SHALL NOT BE EMBEDDED IN CMU
COMPONENT ASTM NOTES
SAND ASTM C144
LIME ASTM C207
PORTLAND CEMENT ASTM C150 TYPE I or II, LOW ALKALI, < 6 MONTHS OLD PEA GRAVEL ASTM C301
MASONRY
WALL DESIGN STRENGTH NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS DENSITY f'm = 2,000 PSI 2,000 PSI MINIMUM MEDIUM WIEGHT
f'm = 2,500 PSI 3,250 PSI MINIMUM MEDIUM WIEGHT
WALL DESIGN STRENGTH MORTAR TYPE MORTAR 28 DAY COMPRESSIVE STRENGTH f'm = 2,000 PSI S 2,000 PSI MINIMUM
f'm = 2,500 PSI M 2,500 PSI MINIMUM
WALL DESIGN STRENGTH COMPRESSIVE STRENGTH GROUT 28 DAY MIX DESIGN f'm = 2,000 PSI 2,000 PSI
3 PARTS SAND
2 PARTS PEA GRAVEL
1 PART PORTLAND CEMENT
8-11 INCH SLUMP
f'm = 2,500 PSI - SUBMIT MIX DESIGN
WALL THICKNESS REINFORCED CELL UN-REINFORECED CELL
8" (2) 1
2" Ø
(1) 3 4" Ø
(3) 1
2" Ø
(2) 3 4" Ø
(1) 1" Ø
12"
(4) 1
2" Ø
(3) 3 4" Ø
(2) 1" Ø
(1) 1 1
4" Ø
(5) 1
2" Ø
(4) 3 4" Ø
(3) 1" Ø
(2) 1 1
4" Ø
1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH AISC 360-16 AND CHAPTER 22 OF THE CODE.
2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO):
W SHAPES, WT SHAPES A992
ANGLES, CHANNELS A36
HSS A500 GRB
SIMPLE SHEAR TAB CONNECTION PLATES
(AS NOTED ON DWG'S) A36
HIGH STRENGTH BOLTS A325/F1852, A490SC/F2280SC
(AS NOTED ON DRAWINGS) A325SC/F1852SC
ANCHOR RODS (AS NOTED ON DRAWINGS) F1554 GR36
COMMON/MACHINE BOLTS A307 GR A
3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR REVIEW AND APPROVAL BY THE AOR AND SEOR PRIOR TO FABRICATION.
4. BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED.
5. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY, SPRAY ON FIREPROOFING,
OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED, EXCEPT AS REQUIRED FOR DESIGNATION OF PROTECTED ZONES.
6. PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED TO REINFORCED
CONCRETE/MASONRY USING POST-INSTALLED ANCHORS, CONTRACTOR SHALL LOCATE ALL REINFORCEMENT AND CONFIRM CONSTRUCTABILTY OF ANCHOR LOCATIONS. SHOULD CONFLICTS WITH REINFORCEMENT
OCCUR, CONTRACTOR SHALL COORDINATE AND SUBMIT ALTERNATE ANCHOR LOCATIONS AND REVISED STEEL FABRICATIONS TO SEOR FOR REVIEW AND APPROVAL. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT.
7. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE WEATHER SHALL BE HOT DIP GALVANIZED AFTER FABRICATION, UNLESS CALLED OUT TO BE PAINTED ON THE CONSTRUCTION DOCUMENTS.
PROTECT FIELD WELDS EXPOSED TO THE WEATHER VIA PRIME AND PAINT OR BRUSH / COLD GALVANIZING.REFER TO ARCH DRAWINGS FOR STEEL FINISH. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO REQUIREMENTS OF AISC 303-16.
8. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). ALL WELDS SHALL BE IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDINGCONSTRUCTION (AWS D1.1-10) OF THE AMERICAN WELDING SOCIETY. SEE SPECIAL INSPECTIONS SECTION FOR WELDING INSPECTION REQUIREMENTS. ALL WELDING FOR ELEMENTS OF THE LATERAL FORCE RESISTING SYSTEM SHALL PER AWS D1.8-09.
9. THE CONTRACTOR SHALL SUBMIT ALL WELDING PROCEDURE SPECIFICATIONS FOR REVIEW AND APPROVAL BY SEOR. THE SUBMITTED WELDING PROCEDURES SHALL INCLUDE ONLY THOSE PROCEDURES RELEVANT TO THIS PROJECT. ALL WELDED JOINTS SHALL BE PREQUALIFIED PER AWS OR BE QUALIFIED BY TEST PER AWS. APROCEDURE QUALIFICATION RECORD (PQR) SHALL BE INCLUDED WITH THE WPS IF THE WELDING PROCEDURE OR JOINT IS QUALIFIED BY TESTING. THE ELECTRODE MANUFACTURER AND PRODUCT/TRADE NAME SHALL BE IDENTIFIED IN THE WPS IN ADDITION TO THE AWS ELECTRODE CLASSIFICATION NAME. A COPY OF THE
ELECTRODE MANUFACTURER'S TECHNICAL DATA SHEETS WITH THE RECOMMENDED WELDING PARAMETERS SHALL BE SUBMITTED WITH THE WPS.
10. 100 PERCENT ULTRASONIC TESTING IS REQUIRED FOR ALL COMPLETE JOINT PENETRATION GROOVE WELDS.11. IF INTERMIXING OF WELD FILLER MATERIAL IS REQUIRED AT SPECIFIC WELDED JOINTS, AND IF ONE OF THE FILLER METALS IS FCAW-S, SUBMIT A WELDING PROCEDURE SPECIFICATION (WPS) AND QUALIFY BY TESTING.
12. DISCONTINUITIES IN WELDS CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS TACK WELDS, ERECTION AIDS, AIR ARC GOUGING AND FLAME CUTTING SHALL BE REPAIRED AS REQUIRED BYSEOR.
STRUCTURAL STEEL
1. ALL HEADED STUDS WELDED TO BEAMS OR CONCRETE CONNECTIONS SHALL BE NELSON STUDS (ICC-ESR 2856), OR APPROVED EQUAL. STUD MATERIAL SHALL BE IN ACCORDANCE WITH AWS D1.1-10, "STRUCTURAL WELDING CODE-STEEL"
2. NELSON SHEAR CONNECTOR STUDS SHALL BE AUTOMATICALLY END WELDED IN THE SHOP OR IN THE FIELD WITH EQUIPMENT AND PROCEDURES RECOMMENDED BY NELSON STUD WELDING, INC. AND COMPLY WITH AISC 360-16 SECTION M2, ITEM 4 AND AWS D1.1-10. WELDING SHALL BE DONE IN SUCH A MANNER AS TO PROVIDE COMPLETE FUSION BETWEEN THE WELDED END OF THE STUD AND THE PLATE.
3. ALL SURFACES TO RECEIVE NELSON STUDS SHALL BE CLEAN, UNPAINTED AND FREE OF HEAVY RUST AND MILL SCALE, DIRT, SAND OIL, WATER OR OTHER DELETERIOUS MATERIALS.
STEEL HEADED STUDS
1. ALL LIGHT GAGE METAL FRAMING CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 2211 OF THE CODE AND AISI 5100-16 "SPECIFICATIONS FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS".
2. MEMBER IDENTIFICATION SHALL BE AS SHOWN:
A. MEMBER DEPTH:
(EXAMPLE: 6" = 600/100 INCHES)
ALL MEMBER DEPTHS ARE TAKEN IN 1/100 INCH INCREMENTS. FOR "T" SECTIONS, MEMBER DEPTH IS THE INSIDE TO INSIDE DIMENSION.
B. STYLE:
(EXAMPLE: STUD OR JOIST SECTION = "S")
THE FOUR ALPHA CHARACTERS USED TO DESIGNATE THE TYPE OF SECTION ARE:
x S = STUD OR JOIST SECTIONSx T = TRACK SECTIONSx U = CHANNEL SECTIONSx F = FURRING CHANNEL SECTIONS C. FLANGE WIDTH:
(EXAMPLE: 1 5/8" = 1.625" = 162/100 INCHES)
ALL MEMBER FLANGE WIDTH ARE TAKEN IN 1/100 INCH INCREMENTS.
D. MATERIAL THICKNESS:
(EXAMPLE: 0.054" = 54 MIL = 54/1,000 INCHES)
MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS.
3. ALL CALCULATED MEMBER PROPERTIES PER AISI SPECIFICATIONS ARE BASED ON THE FOLLOWING THICKNESSES:
4. ALL LIGHT GAGE METAL FRAMING SHALL CONFORM WITH THE FOLLOWING:
GALVANIZED STUDS & TRACKS: ASTM A653 SQ, GR 50
12 (97), 14 (68) OR 16 (54) GAGE (MILS) (Fy = 50,000 PSI) GALVANIZED STUDS & TRACKS: ASTM A653 SQ, GR 33
18 (43), 20 (33) GAGE (MILS) (Fy = 33,000 PSI)
GALVANIZED BACKING PLATES: ASTM A653 SQ, GR 50
(Fy = 50,000 PSI)
GALVANIZED END CLOSURES, ASTM A653 SQ, GR 33
BRIDGING AND ACCESSORIES (Fy = 33,000 PSI)
5. ALL LIGHT GAGE METAL FRAMING SHALL BE GALVANIZED.
6. DOUBLE VERTICAL STUDS SHALL BE STITCH WELDED TOGETHER ON BOTH FLANGES WITH 1/16" GROOVE WELDS x 1" LONG AT 12" ON CENTER, U.N.O. ON DRAWINGS.
7. TOP AND BOTTOM TRACK GAGE THICKNESS SHALL MATCH THE GAGE THICKNESS OF THE WALL STUDS, U.N.O.
8. MINIMUM STUD PROPERTIES SHALL BE PER AISI 5100-16.
THE FOLLOWING ARE ACCEPTABLE MANUFACTURERS:
x CLARK DIETRICH (ICC ESR 4782 AND 4784P)x CEMCO (ICC ESR 3016)x APPROVED EQUAL
9. ALL SHEET METAL SCREWS SHALL PROTRUDE 1/4" MIN THROUGH METAL FRAMING.
10. THE CONTRACTOR IS PROHIBITED FROM USING TORCHES TO BURN HOLES IN TRACKS OR STUDS.11. PUNCHED OPENINGS IN THE PARTITION WALL STUDS AND EXTERIOR WALL STUDS NEED TO BE LOCATED A MINIMUM OF 1.5 TIMES THE DEPTH OF THE STUD FROM THE CONNECTION AT THE FLOOR, CONNECTION AT THE UNDERSIDE OF THE DECK, AND CONNECTIONS OF HEADERS AND SILLS TO JAMBS.
MINIMUM THICKNESS REFERENCE GAGE DESIGN THICKNESS
33 MIL 20 GA - STRUCTURAL 0.0346"
43 MIL 18 GA 0.0451"
54 MIL 16 GA 0.0566"
68 MIL 14 GA 0.0713"
97 MIL 12 GA 0.1017"
118 MIL 10 GA 0.1242"
A
600
B
S
C
162 -
D
54 COLD-FORMED STEEL (LIGHT GAGE METAL FRAMING)
1. ALL HEADED STUDS WELDED TO BEAMS OR CONCRETE CONNECTIONS SHALL BE NELSON STUDS (ICC-ESR 2856), OR APPROVED EQUAL. STUD MATERIAL SHALL BE IN ACCORDANCE WITH AWS D1.1-10, "STRUCTURAL WELDING CODE-STEEL"
2. NELSON SHEAR CONNECTOR STUDS SHALL BE AUTOMATICALLY END WELDED IN THE SHOP OR IN THE FIELD WITH EQUIPMENT AND PROCEDURES RECOMMENDED BY NELSON STUD WELDING, INC. AND COMPLY WITH AISC 360-16 SECTION M2, ITEM 4 AND AWS D1.1-10. WELDING SHALL BE DONE IN SUCH A MANNER AS TO PROVIDE COMPLETE FUSION BETWEEN THE WELDED END OF THE STUD AND THE PLATE.
3. ALL SURFACES TO RECEIVE NELSON STUDS SHALL BE CLEAN, UNPAINTED AND FREE OF HEAVY RUST AND MILL SCALE, DIRT, SAND OIL, WATER OR OTHER DELETERIOUS MATERIALS.
STEEL HEADED STUDS
POST-INSTALLED ANCHORS IN CONCRETE / MASONRY
1. POST-INSTALLED ANCHOR CAPACITIES IN CONCRETE SHALL BE DETERMINED PER SECTION 1901.3 OF THE CODE AND ACI 318-14 CHAPTER 17 USING STRENGTH DESIGN.
2. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE PREQUALIFIED FOR SEISMIC APPLICATIONS
IN ACCORDANCE WITH THE FOLLOWING INSTALLATION OF POST-INSTALLED ANCHORS SHALL BE IN ACCORDANCE WITH THE LISTED APPLICABLE ICC EVALUATION REPORT. **LIMITATIONS OF USE OF POWER ACTUATED FASTENERS:
PER SECTION 13.4.5 OF ASCE 7-16 POWER ACTUATED FASTENERS IN CONCRETE OR STEEL SHALL NOT BE USEDFOR SUSTAINED TENSION LOADS OR FOR BRACE APPLICATIONS IN SEISMIC UNLESS APPROVED FOR SEISMICLOADING. POWER ACTUATED FASTENERS IN MASONRY SHALL NOT BE PERMITTED UNLESS APPROVED FOR SEISMIC LOADING.
EXCEPTION: POWER ACTUATED FASTENERS IN CONCRETE USED FOR SUPPORT OF ACOUSTICAL TILE OR LAY-IN PANEL SUSPENDED CEILING APPLICATIONS AND DISTRIBUTED SYSTEMS WHERE THE SERVICE LOAD ON ANY INDIVIDUAL FASTENER DOES NOT EXCEED 90 LB.
3. EXPANSION ANCHOR EMBEDMENTS IN THE DRAWINGS ARE MINIMUM "EFFECTIVE EMBEDMENTS" (hef) AS SHOWN IN THE ICC REPORT CORRESPONDING TO THE ANCHOR.
4. LOCATE ALL EXISTING REINFORCEMENT BY NON-DESTRUCTIVE MEANS (X-RAY, PACOMETER, GPR, ETC.) PRIOR TO DRILLING OR INSTALLING POST-INSTALLED ANCHORS. COORDINATE POST-INSTALLED ANCHOR LOCATIONS WITH LOCATIONS OF EXISTING REINFORCEMENT. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT.
5. ALL POST-INSTALLED ANCHORS USED IN DRY INTERIOR CONDITIONS SHALL BE CARBON STEEL, U.N.O
6. ALL POST-INSTALLED ANCHORS USED AT EXTERIOR CONDITIONS, EXPOSED TO THE ELEMENTS, OR USED IN A DAMP ENVIRONMENT (I.E. KITCHENS) SHALL BE STAINLESS STEEL, U.N.O.
7. WHERE POST-INSTALLED MECHANICAL ANCHORS ARE USED FOR NON-VIBRATION ISOLATED MECHANICAL EQUIPMENT RATED OVER 10 HP, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH ACI 355.2.
8. IF THE CONCRETE CRACKS DURING THE INSTALLATION OF AN ANCHOR, THE ANCHOR SHALL BE REMOVED OR ABANDONED. FOR ABANDONED ANCHORS AND ABANDONED ANCHOR HOLES:
A. FILL ALL EMPTY ABANDONED ANCHOR HOLES WITH A DRY-PACK MORTAR.
B. FOR ABANDONED EXPANSION ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING THE
SUBSTRATE, CUT/BURN OFF THE END OF THE BOLT FLUSH WITH THE FACE OF CONCRETE/MASONRY AND THEN DRIVE ABANDONED ANCHOR TO BOTTOM OF HOLE. FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR.
C. FOR ABANDONED ADHESIVE OR UNDERCUT ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING THE SUBSTRATE, BURN OFF THE END OF THE BOLT/ROD 1" BELOW THE SURFACE OF CONCRETE/MASONRY AND FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR.
D. ABANDONED ANCHOR HOLES (WHETHER FILLED WITH DRY-PACK OR CONTAINING ABANDONED ANCHORS) MAY NOT BE LOCATED ANY CLOSER THAN 3x DIAMETER CENTER-TO-CENTER TO ANYANCHOR IN SERVICE. ANCHORS NOT MEETING THIS MINIMUM SPACING MAY HAVE REDUCED CAPACITY AND SHALL BE REVIEWED WITH THE SEOR.
SUBSTRATE
MATERIAL ANCHOR TYPE ANCHOR PRODUCT ICC EVALUATION REPORT ACCEPTANCE CRITERIA CONCRETE EXPANSION ANCHORS SIMPSON STRONGBOLT 2 ICC ESR-3037 AC193 CMU EXPANSION ANCHORS SIMPSON STRONGBOLT 2 IAPMO ES ER 240 AC01 OR AC106 CONCRETE SCREW ANCHOR SIMPSON TITEN HD ICC ESR-2713 AC193 CMU SCREW ANCHOR SIMPSON TITEN HD ICC ESR-1056 AC106
CONCRETE ADHESIVE ANCHORS SIMPSON SET-XP ICC ESR-2508 AC193 CMU ADHESIVE ANCHOR SIMPSON SET-XP IAPMO ES ER 265 AC58 CONCRETE POWER ACTUATED FASTENER** SIMPSON PDPAW ICC ESR-2138 AC70
SUBSTRATE
MATERIAL ANCHOR TYPE ANCHOR PRODUCT ICC EVALUATION REPORT ACCEPTANCE CRITERIA CONCRETE EXPANSION ANCHORS HILTI KB-TZ ICC ESR-1917 AC193CONCRETE SCREW ANCHOR HILTI KH-EZ ICC ESR-3027 AC193CONCRETE ADHESIVE ANCHORS HILTI HIT-HY 200 ICC ESR-3187 AC308CONCRETE POWER ACTUATED FASTENER** HILTI X-U ICC ESR-2269 AC70
1. CONDUCT TESTING OF POST- INSTALLED ANCHORS PER SECTION 1901.3.4 OF THE CODE.
2. WHERE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR APPLICABLE ICC-ES EVALUATION SERVICES
REPORT CALL FOR THE APPLICATION OF AN INSTALLATION TORQUE, THE SPECIFIED TORQUE SHALL BE APPLIED WITH A CALIBRATED TORQUE WRENCH. THE SPECIFIED INSTALLATION TORQUE SHALL NOT BE EXCEEDED.
3. THE SPECIAL INSPECTOR SHALL BE ON THE JOBSITE DURING ANCHOR INSTALLATIONS AS REQUIRED PER CHAPTER 17 OF THE CODE, UNLESS OTHERWISE NOTED IN ICC-ES ESR, TO VERIFY ANCHOR, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS, ANCHOR SPACING,EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND INSTALLATION TORQUE.
4. TEST LOAD: REQUIRED TEST LOADS SHALL BE DETERMINED BY ONE OF THE FOLLOWING METHODS:
A. TWICE THE MAXIMUM ALLOWABLE TENSION LOAD OR ONE AND A QUARTER (1 1/4) TIMES THE MAXIMUM DESIGN STRENGTH PROVIDED BY THE ICC REPORT OR DETERMINED PER ACI 318. THE TENSION TEST LOAD NEED NOT TO EXCEED 80 PERCENT OF THE NOMINAL YIELD STRENGTH OF THE ANCHOR (0.8 As Fy). SEE STRUCTURAL DETAILS FOR DESIGN-BASED TENSION TEST LOADS FOR ADHESIVE ANCHORS.
B. THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE AS APPROVED BY THE ICC REPORT.
5. TENSION OR TORQUE TESTING OF POST-INSTALLED ANCHORS SHALL BE DONE IN THE PRESENCE OF THE
SPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE IOR AND ENFORCEMENT AGENCY.
6. THE SPECIAL INSPECTOR SHALL SELECT ANCHORS FOR TESTING AT RANDOM.
7. TEST FREQUENCY:
APPLICATION QUANTITY
STRUCTURAL 100% OF BOLTS
NON-STRUCTURAL 50%; ALTERNATE BOLTS IN A GROUP
(SUCH AS EQUIPMENT ANCHORAGE) (TEST AT LEAST HALF OF THE ANCHORS IN GROUP) SILL PLATE BOLTING 10% OF BOLTS
EXCEPTIONS:
A. UNDERCUT ANCHORS THAT ALLOW VISUAL CONFIRMATION OF FULL SET SHALL NOT REQUIRE TESTING.
B. WHERE THE FACTORED DESIGN TENSION ON ANCHORS IS LESS THAN 100 LBS AND THOSE ANCHORS ARE CLEARLY NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS.
C. WHERE ADHESIVE ANCHOR SYSTEMS ARE USED TO INSTALL REINFORCING DOWEL BARS IN HARDENED CONCRETE, ONLY 25 PERCENT OF THE DOWELS SHALL BE TESTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:
x THE DOWELS ARE USED EXCLUSIVELY TO TRANSMIT SHEAR FORCES ACROSS JOINTS BETWEEN EXISTING AND NEW CONCRETE.
x THE NUMBER OF DOWELS IN ANY ONE MEMBER EQUALS OR EXCEEDS 12.x THE DOWELS ARE UNIFORMLY DISTRIBUTED ACROSS SEISMIC FORCE RESISTING MEMBERS (SUCH AS SHEAR WALLS, COLLECTORS, AND DIAPHRAGMS).
D. TESTING OF SHEAR DOWELS ACROSS COLD JOINTS IN SLAB ON GRADE, WHERE THE SLAB IS NOT PART OF THE LATERAL FORCE-RESISTING SYSTEM SHALL NOT BE REQUIRED.
E. TESTING IS NOT REQUIRED FOR POWER ACTUATED FASTENERS USED TO ATTACH TRACKS OF INTERIOR
NON-SHEAR WALL PARTITIONS FOR SHEAR ONLY, WHERE THERE ARE AT LEAST THREE FASTENERS PER SEGMENT OF TRACK.
8. TEST METHODS: TEST LOADS MAY BE APPLIED BY ANY METHOD THAT WILL EFFECTIVELY TRANSMIT A MEASURABLE TENSION LOAD TO THE ANCHOR. ACCEPTABLE METHODS INCLUDE:
A. USE OF HYDRAULIC JACK, WHEREBY EITHER UNCONFINED OR CONFINED TESTING SHALL BE ACCEPTABLE; B. USE OF CALIBRATED SPRING LOADED DEVICES; OR
C. USE OF A CALIBRATED TORQUE WRENCH FOR TORQUE-CONTROLLED EXPANSION ANCHORS.
9. TEST ACCEPTANCE CRITERIA: ACCEPTANCE CRITERIA FOR POST-INSTALLED ANCHORS SHALL BE BASED ON THE ICC REPORT OR MANUFACTURER'S WRITTEN INSTRUCTION AS ACCEPTABLE TO OSHPD. FIELD TESTS SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS:
A. HYDRAULIC RAM METHOD: ANCHORS TESTED WITH A HYDRAULIC JACK OR SPRING LOADED DEVICES SHALL MAINTAIN THE TEST LOAD FOR A MINIMUM OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNABLE MOVEMENT DURING THE TENSION TEST, E.G. AS EVIDENCED BY LOOSENING OF THE WASHER UNDER THE NUT. SCREW ANCHORS MAY BE LOOSENED A MAXIMUM ONE FULL TURN TO FACILITATE THEPOSITIONING OF A TENSION TEST COLLAR.
B. TORQUE WRENCH METHOD: ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH MUST ATTAIN THE SPECIFIED TORQUE WITHIN HALF (1/2) TURN OF THE NUT.
EXCEPTIONS:
x WEDGE OR SLEEVE TYPE: ONE-QUARTER (1/4) TURN OF THE NUT FOR A 3/8 INCH ANCHOR ONLY.x THREADED TYPE: ONE-QUARTER (1/4) TURN OF THE SCREW AFTER INITIAL SEATING OF THE SCREW HEAD.
10. IF ANY ANCHOR FAILS TESTING, TEST ALL ANCHORS OF THE SAME TYPE, INSTALLED BY THE SAME TRADE, AND NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE ANCHORS PASS, THEN RESUME INITIAL TESTFREQUENCY.
11. REQUIRED TORQUE TEST LOADS SHALL BE EQUAL TO THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE PROVIDED IN THE ICC-ESR FOR THE SPECIFIC ANCHOR. TEST TORQUE VALUES ARE SUMMARIZED INTHE TABLE BELOW:
TESTING CRITERIA FOR POST-INSTALLED ANCHORS IN CONCRETE / MASONRY
SIMPSON
LOCATION IN
STRUCTURE
INSTALLATION TORQUE (FT-LBS)
SIMPSON STRONG-BOLT2
(ICC-ES ESR 3037)
SIMPSON WEDGE-ALL
(ICC-ES ESR 1396)
SIMPSON TORQ-CUT
SELF-UNDERCUTTING
ANCHOR
INCHES (ICC-ES ESR 2705)
1 4 4 --
3 8 30 30 -
1 2 60 35 90
5 8 90 55 185
3 4 150 120 240