APPENDIX
APPENDIX
1 ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached:
1. Notice to Bidders and Information for Bidders
2. Standard Specifications and Engineering Standards
3. Special Provisions, any Addenda, Plans and Contract Change Orders
4. Caltrans Standard Specifications and Standard Plans 2015
5. Accepted Bid and Bid Bond
6. List of Subcontractors
7. Public Contract Code Sections 10285.1 Statement
8. Public Contract Code Section 10162 Questionnaire
9. Public Contract Code Section 10232 Statement
10.Labor Code Section 1725.5 Statements
11.Bidder Acknowledgements
12.Qualifications
13.Non-collusion Declaration
14.Agreement and Bonds
15.Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.
The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.
However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In
APPENDIX
APPENDIX
2 instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City.
ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written.
CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Whitney McDonald,
City Manager
APPROVED AS TO FORM CONTRACTOR:
Name of Company
________________________________ By:________________________________ J. Christine Dietrick
City Attorney
Name of CAO/President
Its: CAO/PRESIDENT
(2nd signature required if Corporation):
By:________________________________
Name of Corporate Officer
Its: ____________________
APPENDIX
APPENDIX
3 APPENDIX B – SUPPLEMENTAL TECHNICAL SPECIFICATIONS
APPENDIX
APPENDIX
4 APPENDIX C – CITY COMMUNICATION CABLING SPECIFICATIONS
APPENDIX
APPENDIX
5 APPENDIX D – FURNITURE SCHEDULE
APPENDIX
APPENDIX
6 APPENDIX E – LEAD AND ASBESTOS REPORT
APPENDIX
APPENDIX
7 APPENDIX F – CONDENSER STRUCTURAL CALCULATIONS
WALNUT ST.
X X X
EX-02
EX-02
EX-02
EX-02
EX-01
EX-05
EX-02
DE-01
EX-05
EX-03
EX-03
EX-05
DE-05
DE-03
DE-02
DE-02
25'-11"
DE-09
EX-02
DE-09 APPROX. 52' EXISTING FENCE
DE-11
DE-07
EX-06
DE-12 APPROX. 78'
DE-12 APPROX. 36'
EX-04
EX-08
1'
DE-13
1'
EX-09
EX-09
DE-01
DE-01
DE-14
DE-02
SEE TREE PROTECTION NOTES
FOR ALL WORK UNDEREXISTING TREES
DEMOLITION
CODE DESCRIPTION
CLEAR AND GRUB EXISTING VEGETATION. PROTECTOR RELOCATE IRRIGATION EQUIPMENT FOR IMPROVEMENTS. IRRIGATION SHALL REMAIN IN
WORKING ORDER UPON COMPLETION OF PROJECT.
PROTECT EXISTING ELECTRICAL CONDUIT, REFER TOELECTRICAL PLANS PRIOR TO CONSTRUCTION ACTIVITY.
REMOVE EXISTING CONCRETE CURB/ GUTTER WHERE
OCCURS
REMOVE EXISTING ASPHALTREMOVE EXISTING BIKE RACKREMOVE EXISTING GUARDRAILREMOVE EXISTING PAVER TURF EDGINGREMOVE EXISTING TREE STUMPRELOCATE EXISTING IRRIGATION MAINLAINE, VALVES, AND WIRES. ADDITIONAL IRRIGATION EQUIPMENT
DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BEREPLACED IN KIND BY THE CONTRACTOR.REMOVE EXISTING WOOD FENCEREMOVE EXISTING PAVERS/CONCRETE FOR NEWFENCE AND GATE POSTS, SEE LC SHEETS.REMOVE EXISTING CURB
TRIM AND REMOVE EXISTING VINE OFF OF WALL AND
FENCE TO FULL HEIGHTREMOVE EXISTING WHEEL STOPREMOVE EXISTING STORM DRAINS BETWEEN BUILDING AND SIDEWALK. PREP TIE IN AT BUILDING FOR NEW
STORMDRAIN CONNECTION.
DE-01DE-02DE-03DE-04DE-05DE-06DE-07DE-08DE-09DE-10DE-11DE-12DE-13DE-14
DEMOLITION
EXISTING TO REMAIN
CODE DESCRIPTION
EXISTING WOOD FENCE, PROTECT IN PLACEEXISTING LIGHT, PROTECT IN PLACEEXISTING TREE, PROTECT IN PLACEEXISTING UTILITIES, PROTECT IN PLACEEXISTING WALL, PROTECT IN PLACEEXISTING LANDSCAPE AND IRRIGATION, PROTECT INPLACEEXISTING SIGN, PROTECT IN PLACEEXISTING CONCRETE, PAVERS AND WALKWAY,PROTECT IN PLACEEXISTING CURB, PROTECT IN PLACE EX-01EX-02EX-03EX-04EX-05EX-06EX-07EX-08EX-09
EXISTING TO REMAIN
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
9.9.24 0 10 20 30 feet
1"=10'
5 DEMOLITION SCHEDULE
MATCHLINE - CD102
1. THIS DEMOLITION PLAN WAS PREPARED FOR THE
CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT AND
THE ENGINEER DO NOT REPRESENT THAT ALL ITEMS WHICH MAY
REQUIRE DEMOLITION AND REMOVAL HAVE BEEN SHOWN. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
CAREFULLY EXAMINE THE SITE AND DETERMINE AND EXECUTE
ALL DEMOLITIONS AND REMOVALS NECESSARY FOR THE
CONSTRUCTION OF THE NEW WORK TO THE SPECIFIED LINES,GRADES, AND CONFIGURATIONS.
2. DEMOLITION WORK AND ABANDONMENT SHALL CONFORM
TO THE UNIFORM BUILDING CODE, TITLE 24, AND THE CITY OFSAN LUIS OBISPO REQUIREMENTS. ALL WORK SHALL BE SUBJECTTO THE APPROVAL OF THE ENGINEER OF RECORD AND THE CITY OF SAN LUIS OBISPO ENGINEER.
3. ALL DEMOLITION WORK SHALL CONFORM TO THE
SPECIFICATIONS FOR THIS PROJECT.
4. NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED
PLANS. THE THE CITY OF SAN LUIS OBISPO SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO STARTING DEMOLITION.
5. THE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS OF THE DEMOLITION LIMIT LINES AS REPRESENTED ON THEPLANS UNLESS OTHERWISE NOTED.
6. ALL ITEMS DAMAGED DURING DEMOLITION AND
CONSTRUCTION SHALL BE REPAIRED OR REPLACED TOORIGINAL CONDITION OR TO THE SATISFACTION OF THE CITY.
7. ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF AT THE
CONTRACTOR'S EXPENSE UNLESS OTHERWISE NOTED.
8. ALL STREETS, ALLEYS, VEHICULAR WAYS, SIDEWALKS, AND HAUL
ROUTES SHALL BE KEPT CLEAN AND CLEAR OF DEBRIS, DIRT
AND DUST IN A MANNER ACCEPTABLE TO THE CITY. AT A
MINIMUM, THESE AREAS SHALL BE CLEANED AT THE END OF
EACH WORK DAY. FAILURE TO DO SO WILL RESULT IN A "STOP
WORK" NOTICE. SAID NOTICE WILL NOT BE RELEASED UNTIL THE AREA HAS BEEN CLEANED TO THE SATISFACTION OF THE CITY.
THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN ORSANITARY SEWER FACILITIES SHALL NOT BE PERMITTED.
9. ALL ABANDONED UTILITIES SHALL BE MARKED IN THE FIELD AND
LOCATED ON THE DRAWINGS OF RECORD BY THE
CONTRACTOR.
10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF
CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS
SHOWN ON THESE PLANS ARE FROM RECORD SOURCES ANDSPOT CHECKS. UTILITIES ARE SHOWN FOR DESIGN PURPOSES ONLY.
11. CONTRACTOR SHALL BE RESPONSIBLE 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 THE CITY.
12. NOTIFY UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 811 A MINIMUM OF 48 WORKING HOURS PRIOR TO THE START OF
CONSTRUCTION.
13. CONTRACTOR SHALL NOT INTERRUPT ANY SERVICES OR
DISRUPT THE OPERATION OF ADJACENT BUSINESSES,
RESIDENTIAL AREAS OR ONSITE FACILITIES OUTSIDE THE LIMITS OF DEMOLITION.
DEMOLITION NOTES
CD101
DEMOLITION PLAN
1. EXISTING TREES IDENTIFIED TO REMAIN SHALL BE
PRESERVED, PROTECTED, AND MAINTAINED.
2. DEMOLITION AND GRADING WITHIN THE TREE
PROTECTION ZONES OF EXISTING TREES TO REMAIN SHALLBE MINIMIZED AND SHALL ONLY BE DONE UNDER THEDIRECT SUPERVISION OF THE PROJECT ARBORIST. THIS
TYPE OF WORK SHALL BE PERFORMED USING HANDTOOLS OR, WHEN NECESSARY, WITH LIGHT (ONE TON OR LESS) RUBBER-TRACKED EQUIPMENT.
3. PRUNING OF EXISTING TREES IDENTIFIED TO REMAIN SHALL
BE KEPT TO A MINIMUM AND SHALL COMPLY WITH ANSI
A300 STANDARDS.
4. ROOT OR CROWN PRUNING SHALL BE PERFORMED
UNDER THE DIRECT SUPERVISION OF 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 WALTER
GAULT, SAN LUIS OBISPO CITY ARBORIST, AT (805)
781-7578 OR [email protected].
5. ANY TREE ROOTS ENCOUNTERED WITHIN THE TREE
PROTECTION ZONE OVER 1" IN DIAMETER SHALL BE
CLEANLY SEVERED WITH A HAND, CHAIN, 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.
6. IF ROOT PRUNING OCCURS, SUPPLEMENTAL WATER MAY
BE REQUIRED WITHIN THE TREE PROTECTION ZONE.LOCATIONS AND FREQUENCY SHALL BE DIRECTED BY THEPROJECT ARBORIST.
TREE PROTECTION NOTES
WALNUT ST.
SANTA ROSA ST.
DE-01
EX-02
DE-06
15'-10"
6'
2'-5"
DE-08DE-06
APROX. 75'
EX-03
EX-06
EX-08
EX-08
EX-09 EX-09
DE-01
DEMOLITION
CODE DESCRIPTION
CLEAR AND GRUB EXISTING VEGETATION. PROTECTOR RELOCATE IRRIGATION EQUIPMENT FOR IMPROVEMENTS. IRRIGATION SHALL REMAIN IN
WORKING ORDER UPON COMPLETION OF PROJECT.
PROTECT EXISTING ELECTRICAL CONDUIT, REFER TOELECTRICAL PLANS PRIOR TO CONSTRUCTION ACTIVITY.
REMOVE EXISTING CONCRETE CURB/ GUTTER WHERE
OCCURS
REMOVE EXISTING ASPHALTREMOVE EXISTING BIKE RACKREMOVE EXISTING GUARDRAILREMOVE EXISTING PAVER TURF EDGINGREMOVE EXISTING TREE STUMPRELOCATE EXISTING IRRIGATION MAINLAINE, VALVES, AND WIRES. ADDITIONAL IRRIGATION EQUIPMENT
DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BEREPLACED IN KIND BY THE CONTRACTOR.REMOVE EXISTING WOOD FENCEREMOVE EXISTING PAVERS/CONCRETE FOR NEWFENCE AND GATE POSTS, SEE LC SHEETS.REMOVE EXISTING CURB
TRIM AND REMOVE EXISTING VINE OFF OF WALL AND
FENCE TO FULL HEIGHTREMOVE EXISTING WHEEL STOPREMOVE EXISTING STORM DRAINS BETWEEN BUILDING AND SIDEWALK. PREP TIE IN AT BUILDING FOR NEW
STORMDRAIN CONNECTION.
DE-01DE-02DE-03DE-04DE-05DE-06DE-07DE-08DE-09DE-10DE-11DE-12DE-13DE-14
DEMOLITION
EXISTING TO REMAIN
CODE DESCRIPTION
EXISTING WOOD FENCE, PROTECT IN PLACEEXISTING LIGHT, PROTECT IN PLACEEXISTING TREE, PROTECT IN PLACEEXISTING UTILITIES, PROTECT IN PLACEEXISTING WALL, PROTECT IN PLACEEXISTING LANDSCAPE AND IRRIGATION, PROTECT INPLACEEXISTING SIGN, PROTECT IN PLACEEXISTING CONCRETE, PAVERS AND WALKWAY,PROTECT IN PLACEEXISTING CURB, PROTECT IN PLACE EX-01EX-02EX-03EX-04EX-05EX-06EX-07EX-08EX-09
EXISTING TO REMAIN
0 10 20 30 feet
1"=10'
5 DEMOLITION SCHEDULE
MATCHLINE - CD101
CITY SPECIFICATION NO.DATE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
9.9.24 CD102
1. SEE CD101 FOR DEMOLITION AND TREE PROTECTION NOTES.
NOTES
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
9.9.24 LC001
SITE REFERENCE PLAN
0 20 40 60 feet
1"=20'
10 SEE SHEET - LC101SEE SHEET - LC102
ENLARGEMENT, SEE LC401
201.83'
139.75' 40.00'
13.07'
PROJECT INFORMATION
SITE INFORMATIONSTREET ADDRESS: 1106 WALNUT ST., SAN LUIS OBISPO, CA APN: 001-207-039
ZONING: O (OFFICE)
LOT SIZE: .87 ACLAND USE:EXISTING USE: OFFICEPROPOSED USE: OFFICE
15.04'
14.85'
30.52'
30.28'
30.02'
97.32'
HWY 101
EXISTING WOODFENCE TO REMAIN
FR-02
FR-02
FR-02
4' H FENCE PANEL,
WALL MOUNT
FR-02
2' H FENCE PANEL,
FENCE MOUNT
(BEGIN)
(END)
FR-02
2' H FENCE PANEL,
FENCE WALL
MOUNT
4' H FENCE PANEL,
WALL MOUNT
3' H FENCE PANEL,
WALL MOUNT
FR-02
4' H FENCE
PANEL,FENCE WALL
MOUNT
FR-06
FR-06
4" MAX. GAP BETWEEN
DIFFERENT FENCE TYPES, TYP.
4" MAX. GAP BETWEEN
DIFFERENT FENCE TYPES, TYP.
CLEAN AND FILL ALL CRACKS IN WALL
WITH EPOXY. ASSUME 20' OF CRACKS.
FILL IN HOLES WHERE GUARDRAIL POSTS
WERE REMOVED. ASSUME 16 POSTS.
236.72 TW236.72 EG 230.82 EG
237.31 TW237.31 EG
231.22 EG
230.64 EG
232.69 TW235.64 TW236.0 EG
232.37 TW
229.0 EG
224.65 EG
232.41 TF
226.71 EG
225.44 EG
231.54 TF
225.69 EG
232.83 TF
232.38 TF
226.73 EG
226.48 EG
233.28 TF 227.20 EG
227.26 EG
227.16 EG
227.80 EG
228.28 EG
228.89 EG
229.07 EG
229.14 EG
233.86 TF233.40 TF
227.26 EG
233.84 TF
231.12 TW
223.78 EG
233.09 TW231.12 TW
223.78 EG
234.49 TW233.12 TW
224.17 EG
234.52 TW
224.16 EG
234.91 TW234.14 TW
224.36 EG
232.04 EG
237.22 TW238.16 TW
232.51 EG
233.23 EG
238.16 TW239.24 TW
232.51 EG
236.29 EG
239.21 TW240.52 TW
232.55 EG 234.67 EG 236.86 EG
238.71 EG
240.53 TW240.87 TW
240.0 EG
240.87 TW241.86 TW
SYMBOL DESCRIPTION DETAIL
BIKE RACKPEAKS RACK 5-BIKE SINGLE-SIDED RACKHOT DIPPED GALVANIZED - GRAY
SURFACE MOUNT
SF-01
SITE FURNISHINGS (SF)
SEE SPECSSEE SPECS
CODE DESCRIPTION DETAIL
METAL PICKET FENCE - 8FT HEIGHT 1/LC501METAL PICKET FENCE ON WALL
HEIGHT VARIES, PER PLAN
1/LC501
CMU PILASTER 8/LC502
VEHICULAR ROLLING GATE26FT WIDE, METAL PICKET
2/LC501
METAL PICKET GATE 1/LC503
BARBED WIRE ON EXISTING WALL/FENCE 9/LC502
METAL PICKET FENCE ON CMU WALL 2/LC503
FR-01FR-02FR-03FR-04FR-05FR-06FR-07
FENCES, RAILINGS, AND GATES (FR)
CODE DESCRIPTION DETAIL
REMOVABLE BOLLARDPER CITY STD DETAIL #7335ROLLING GATE PEDESTALFURNISHED AND INSTALLED BY OWNER 6/LC502
AUTOMATIC SENSOR LOOP SAW CUT INSTALLATIONAS REQUIRED
LIFT MASTER GATE OPERATORFIXED POST WITH GATE SENSOR 5/LC502
WHEEL STOP
PER CITY STD DETAIL #2260ROLLING GATE V-TRACK 4/LC502
MI-01MI-02MI-03MI-04MI-05MI-06MI-07
MISCELLANEOUS (MI)
SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING
ASPHALT PAVING PER CITY STND DETAIL #7110
ROCK MULCH IN PLANTING AREA 2/LP501
PAVING AND SURFACING (PA)
CODE DESCRIPTION DETAIL
NATURAL TURF TO BE REPLACED IN KIND WITH SOD,POST CONSTRUCTION ACTIVITIES.
IRRIGATION EQUIPMENT
TO BE REPLACED IN KIND, POST CONSTRUCTION
ACTIVITIES.
PL-01PL-02
PLANTING AND IRRIGATION (PL)
CODE DESCRIPTION DETAIL
CURB - 6"
PER CITY STD DETAIL #4020
CURB AND GUTTER PER CITY STD DETAIL #4030MOW CURB 2/LC502CURB AT ROLLING GATE 3/LC503CMU WALL W/ FENCE 2/LC503 WC-01WC-02WC-03WC-04WC-05
WALLS AND CURBS (WC)
CODE DESCRIPTION DETAIL
NEW ROOF DRAIN, SLOPE AND INSTALL 2 - 3" CIP TO
OUTLET IN FACE OF CURB PER CITY STND #3415.
UT-101
UNDERGROUND UTILITIES (UT)
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
9.9.24 0 10 20 30 feet
1"=10'
5 CONSTRUCTION SCHEDULE
MATCHLINE - LC102
ENLARGEMENT, SEE LC401
LC101
CONSTRUCTION PLAN
SANTA ROSA ST
FR-03
TYP.
FR-01
FR-05
FR-07
FR-01
23'-0" O.C., TYP.
2'-01
4" 4'-0"
FR-02
3' H FENCE PANEL,
WALL MOUNT
PL-01
IRR
PL-02
238.00 FG
240.00 TW
237.00 FG
239.00 TW
237.50 FG
239.50 TW
239.00 FG
241.00 TW
239.50 FG
241.50 TW
240.00 FG
235.50 FG 242.00 TW
237.50 TW 236.00 FG
238.00 TW
WC-03
TYP.
WC-05
WC-03
PL-02
4" MAX. GAP
BETWEEN DIFFERENTFENCE TYPES, TYP.
230.95 EG
231.50 EG
236.26 TW
226.31 EG
236.30 TW234.95 TW
226.0 EG
REPLACE AND INSTALL CONCRETE/
PAVERS TO MATCH EXISTING
0.8%
1.0%
1.4%
4.7%
SYMBOL DESCRIPTION DETAIL
BIKE RACKPEAKS RACK 5-BIKE SINGLE-SIDED RACKHOT DIPPED GALVANIZED - GRAY
SURFACE MOUNT
SF-01
SITE FURNISHINGS (SF)
SEE SPECSSEE SPECS
CODE DESCRIPTION DETAIL
METAL PICKET FENCE - 8FT HEIGHT 1/LC501METAL PICKET FENCE ON WALL
HEIGHT VARIES, PER PLAN
1/LC501
CMU PILASTER 8/LC502
VEHICULAR ROLLING GATE26FT WIDE, METAL PICKET
2/LC501
METAL PICKET GATE 1/LC503
BARBED WIRE ON EXISTING WALL/FENCE 9/LC502
METAL PICKET FENCE ON CMU WALL 2/LC503
FR-01FR-02FR-03FR-04FR-05FR-06FR-07
FENCES, RAILINGS, AND GATES (FR)
CODE DESCRIPTION DETAIL
NATURAL TURF TO BE REPLACED IN KIND WITH SOD,POST CONSTRUCTION ACTIVITIES.
IRRIGATION EQUIPMENT
TO BE REPLACED IN KIND, POST CONSTRUCTIONACTIVITIES.
PL-01PL-02
PLANTING AND IRRIGATION (PL)
CODE DESCRIPTION DETAIL
CURB - 6"
PER CITY STD DETAIL #4020
CURB AND GUTTER PER CITY STD DETAIL #4030MOW CURB 2/LC502CURB AT ROLLING GATE 3/LC503CMU WALL W/ FENCE 2/LC503 WC-01WC-02WC-03WC-04WC-05
WALLS AND CURBS (WC)
CODE DESCRIPTION DETAIL
NEW ROOF DRAIN, SLOPE AND INSTALL 2 - 3" CIP TO
OUTLET IN FACE OF CURB PER CITY STND #3415.
UT-101
UNDERGROUND UTILITIES (UT)
CODE DESCRIPTION DETAIL
REMOVABLE BOLLARD
PER CITY STD DETAIL #7335
ROLLING GATE PEDESTAL
FURNISHED AND INSTALLED BY OWNER
6/LC502
AUTOMATIC SENSOR LOOP SAW CUT INSTALLATIONAS REQUIRED
LIFT MASTER GATE OPERATORFIXED POST WITH GATE SENSOR 5/LC502
WHEEL STOP
PER CITY STD DETAIL #2260
ROLLING GATE V-TRACK 4/LC502
MI-01MI-02MI-03MI-04MI-05MI-06MI-07
MISCELLANEOUS (MI)
SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING
ASPHALT PAVING PER CITY STND DETAIL #7110
ROCK MULCH IN PLANTING AREA 2/LP501
PAVING AND SURFACING (PA)
CITY SPECIFICATION NO.DATE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
9.9.24 0 10 20 30 feet
1"=10'
5 CONSTRUCTION SCHEDULE
MATCHLINE - LC101
LC102
SD SD
SD
SD
SD SD
WC-04
MI-03
MI-02
MI-04
WC-04
MI-03
25'-0"
FR-03 13'-0"
NEW PERIMETER PICKET FENCING ALONG GATE FRONTAGE
TO MATCH TOTAL HEIGHT OF ROLLING GATE AT 7'-0"
NEW PERIMETER PICKET FENCING ALONG THIS SIDE TO
MATCH TOTAL HEIGHT OF ROLLING GATE AT 7'-0"
1'-0",
TYP.
241.60 TC
28'-0"
WC-03
WC-01
242.50 TC
240.28 FS
242.50 TC
240.50 FS
240.50 TC
MI-05
MI-06
3 POST B
242.0 FG
242.0 FG
3 VERIFY BUILDING FOOTING PRIOR TO IMPROVEMENTS.
CURB AND FOOTINGS SHALL REMAIN 3" MIN. FROM
EDGE OF FOOTING.
WC-01
UT-101
UT-101
WC-01
INSTALL CURB FLUSH AND AT
GRADE WITH WALKWAY
INSTALL CURB LEVEL
WITH EXISTING CURB
ROLLER GUIDE POST MI-05
SENSOR POST
234.67 EG 236.86 EG
240.0 EG
240.87 TW241.86 TW
MI-07
CONCRETE PAD FOR EVCHARGER, REFER TO
SHEET E101.
INSTALL PAVERS TO MATCH
EXISTING
WC-02
SYMBOL DESCRIPTION DETAIL
BIKE RACKPEAKS RACK 5-BIKE SINGLE-SIDED RACKHOT DIPPED GALVANIZED - GRAY
SURFACE MOUNT
SF-01
SITE FURNISHINGS (SF)
SEE SPECSSEE SPECS
CODE DESCRIPTION DETAIL
METAL PICKET FENCE - 8FT HEIGHT 1/LC501METAL PICKET FENCE ON WALL
HEIGHT VARIES, PER PLAN
1/LC501
CMU PILASTER 8/LC502
VEHICULAR ROLLING GATE
26FT WIDE, METAL PICKET
2/LC501
METAL PICKET GATE 1/LC503
BARBED WIRE ON EXISTING WALL/FENCE 9/LC502
METAL PICKET FENCE ON CMU WALL 2/LC503
FR-01FR-02FR-03FR-04FR-05FR-06FR-07
FENCES, RAILINGS, AND GATES (FR)
CODE DESCRIPTION DETAIL
NATURAL TURF TO BE REPLACED IN KIND WITH SOD,POST CONSTRUCTION ACTIVITIES.
IRRIGATION EQUIPMENT
TO BE REPLACED IN KIND, POST CONSTRUCTION
ACTIVITIES.
PL-01PL-02
PLANTING AND IRRIGATION (PL)
CODE DESCRIPTION DETAIL
CURB - 6"
PER CITY STD DETAIL #4020
CURB AND GUTTER PER CITY STD DETAIL #4030
MOW CURB 2/LC502
CURB AT ROLLING GATE 3/LC503CMU WALL W/ FENCE 2/LC503
WC-01WC-02WC-03WC-04WC-05
WALLS AND CURBS (WC)
CODE DESCRIPTION DETAIL
NEW ROOF DRAIN, SLOPE AND INSTALL 2 - 3" CIP TO
OUTLET IN FACE OF CURB PER CITY STND #3415.
UT-101
UNDERGROUND UTILITIES (UT)
CODE DESCRIPTION DETAIL
REMOVABLE BOLLARDPER CITY STD DETAIL #7335ROLLING GATE PEDESTALFURNISHED AND INSTALLED BY OWNER 6/LC502
AUTOMATIC SENSOR LOOP SAW CUT INSTALLATIONAS REQUIRED
LIFT MASTER GATE OPERATORFIXED POST WITH GATE SENSOR 5/LC502
WHEEL STOP
PER CITY STD DETAIL #2260ROLLING GATE V-TRACK 4/LC502
MI-01MI-02MI-03MI-04MI-05MI-06MI-07
MISCELLANEOUS (MI)
SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING
ASPHALT PAVING PER CITY STND DETAIL #7110
ROCK MULCH IN PLANTING AREA 2/LP501
PAVING AND SURFACING (PA)
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
9.9.24 0 48 12 feet
1"=4'
2 CONSTRUCTION SCHEDULE
LC401
ROLLING GATE ENLARGEMENT
DETAIL A -
GATE RECIEVER, ISO VIEW(ADD IN PILASTER CONNECTION?)
DETAIL B -
ROLLER HARDWARE, ISO VIEW
DETAIL C -UPPER TRACK, SIDE VIEW TOP VIEW
ELEVATION
SECTION
PLAN
LATCH TO
PILASTER
CONNECTION
LATCH
V-TRACK
ROLLER GUIDE POST
FENCE LINE
FENCE LINE
DETAIL A
DETAIL C
1'-03 4"
DETAIL D -
CROSS BRACE, ISO VIEW
3/8" THICK
PLATE
3/8" BOLT
2"x2" TUBE
OUTSIDE OF
PROPERTY
INSIDE OFPROPERTY
1'-1"
2'-8"
OUTSIDE OF
PROPERTY
INSIDE OF
PROPERTY
PILASTER
(BEYOND)
DETAIL B:ROLLER HARDWARE:
V-GROOVE ROLLER,
PER MANUFACTURER
GATE OPENING 25'-0",
PER PLAN
PILASTER, PER PLANS
MOUNT ROLLER TO PILASTER
WITH 'SET-3G' W/ 38" DIA F1554
GR. 36 W 3" EMBED, MIN.
SEE DETAIL 23/S-321.
PILASTER PER PLAN
MOUNT L BRACKET
TO PILASTER
ORNAMENTAL
PICKETS, 1" SQ
TOP RAILS,
UPRIGHTS, &DIAGONALBRACES, 2" SQ
BOTTOM RAIL. 2" X
4" (NOTCHED AND
PLATED FOR
V-GROOVE ROLLER)
VEHICULAR ROLLING GATE
1/2" = 1'-0"
GATE WIDTH 28'-0"-0"
PILASTERS BEYOND
CURB
ROLLER GUIDE POST
CURB
CURB
1'
MOUNT ROLLER TO PILASTER
WITH 'SET-3G' W/ 38" DIA F1554
GR. 36 W 3" EMBED, MIN.
SEE DETAIL 23/S-321.
RRM-2500-2504.05-19
2 CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
9.9.24 10"
ANCHOR POSTS TO EXTERIOR SIDE OF
EXISTING WALL (ANCHORING PER
STRUCTURAL)
FENCE ON MOW CURB
METAL PICKET FENCE ON EXISTING WALL OR FENCE
2 MOW CURB
EXISTING WALL
8'-0" O.C.NOM
334"
1" x 14ga. Picket
BRACKET OPTIONS
TOP OF EXISTING WALL
OR FENCE PER PLANS
SECTION AT EXISTING WALL
8"
8"
8'-0" O.C. NOM
MOUNT PER
STRUCTURAL
134" FORERUNNER
TM RAIL
POST SIZE VARIES
WITH HEIGHT. SEE
AEGIS II TM
POST-SIZING
CHART
1" X 14GA
PICKET
POST SIZE VARIES WITHHEIGHT. SEE AEGIS II TMPOST-SIZING CHART 134" FORERUNNER TM RAIL
Uniform Zinc Coating
(Hot Dip Galvanized)
Base Material
Uniform Zinc Coating
(Hot Dip Galvanized)
Zinc Phosphate &
Conversion Coating
Epoxy base coat
134" [44.5mm]
13 4" [44.5mm]
• • • •• • • • •• • ••• • •• • • •• • • • • •••••••••••••••••••••••••••••
PANEL BRACKET
Specially designed two
-point connection ensuresfixity of rail ends for
increased strength.
INTERNAL RETAINING ROD
Variable pitch connection system for
ease of installation, high angle
bias ability and elimination ofunsightly external fasteners.
FORERUNNER RAIL
Double-walled "U"-Channel
Specially formed high strength
architectural shape.
TM
FORERUNNER RAIL TM
"No-Mar" Polyester
Powder finish coat
Values shown are nominal and not to beused for installation purposes. See product specification for installation requirements.
METAL PICKET FENCE
1/2" = 1'-0"
PLAN VIEW CROSSING WALL
NOTES:
1. POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SEE AEGIS II TM POST SIZING CHART.
2. ADDITIONAL HEIGHTS AVAILABLE ON REQUEST.
3. THIRD RAIL OPTIONAL.
4. PANELS ALSO AVAILABLE FOR 6' ON CENTER POST SPACING
EXISTING WALL
METAL PICKET
FENCE
SECTION CROSSING WALL
EXISTING WALL
MOUNT PER
STRUCTUAL
METAL PICKET FENCE
FG/FS VARIES
3" MIN.
CLR, TYP.
WESTERN (W) BUILDING EDGE, WHERE OCCURS ON PLAN
3" MIN. CLR
FROM
BUILDING
EDGE, TYP.
1'-1"
NORTHERN (N) BUILDING EDGE, WHERE OCCURS ON PLAN.
1'-0"
1 LC501
CONSTRUCTION DETAILS
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
9.9.24 P.C. CONCRETE, MEDIUM BROOM
FINISH, PERP. TO DIRECTION OF CURB
12"
CLASS 2 AGGREGATE
BASE @ 90%
COMPACTION
NOTES:
A. PROVIDE CONTRACTION JOINT EVERY 10' MAX.
B. PROVIDE EXPANSION JOINT EVERY 20' MAX.
C. SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS. 1 2" RADIUS EDGES, TYP.
MOW CURB
1 1/2" = 1'-0"
METAL PICKET 1
FENCE
FG
2 RRM-2500-2504.05-09
REMOVABLE BOLLARD
3/4" = 1'-0"
1/2" = 1'-0" RRM-2500-2504.0
NOTES
A. PROVIDE KNOX-BOX PADLOCKS PER CITY FIRE DEPT.
B. PROVIDE 5'-0" CLEAR SPACING BETWEEN BOLLARDS (5'-3" O.C.) FOR BICYCLING FACILITIES.
FOR ALL OTHER INSTALLATIONS PROVIDE 4'-0" CLEAR SPACING BETWEEN BOLLARDS (4'-3" O.C.).
C. RELIANCE FOUNDRY R-8902 OR APPROVED EQUAL.
D. ENGINEERS AND ARCHITECTS ARE ENCOURAGED TO SUBMIT ALTERNATE DESIGNS THAT ARE CONSISTENT WITH THESE DESIGN FEATURES, AND THE PROJECTS WHERE THE BOLLARDS ARE TO BE USED.
E. YELLOW REFLECTIVE TAPE SHALL BE PLACED ON EACH FACE OF BOLLARD AS DIRECTED BY ENGINEER.
F. FOR BICYCLING FACILITIES, PROVIDE PATHWAY STRIPING THAT CONFORMS TO CA MUTCD. 1 RRM-2500-2504.05-97
ROLLING GATE V-TRACK
1" = 1'-0"
GUIDE POSTS
WHERE OCCURS
6" V-GROOVE WHEELSOLID STEEL W/ SEALED
BEARINGS
1'-0"
3" X 1/4" PLATE,
WITH 1.25" X 1.25"
X 3/8" ANGLE IRON
TRACK.
CONTINUOUS
FILLET WELD. HOTDIP GALVANIZE
AFTER WELDING.
CONTINUOUS
CONCRETE
BOND BEAM
GALV. #4 REBAR HOOK
24" O.C. WELDED TO
PLATE PRIOR TO
GALVANIZATION
2" x 8" x 3/16" STEEL
TUBE BOTTOM RAIL
DECORATIVE
STEEL GATE
3MIN.
3 PAVING PER PLANS
4 RRM-2500-2504.05-98
GATESENSOR IN SURFACE
MOUNTED WATERPROOF
JUNCTION BOX
REFLECTOR FORUPPER SENSOR
5" SQ. STEEL
BOLLARD-POWDER
COATED
ADJACENT FINISH SURFACEREFER TO SITE PLANS
1'-4"
3/4" DIA. CONDUIT
3/4" DIA. CONDUIT
GATE MOTION SENSOR TO MATCHSENSORS BELOW-TO ANGLE DOWN TO
LOWER BOLLARD
PROVIDE 1/2" CONDUIT W/ BOX AT TOP
AND BOTTOM. EXTEND ANTENNA FROM
GATE OPERATOR TO TOP OF POLE
(LOCATE ADJACENT TO GATE
OPERATOR ONLY)
1'-4"
FIXED POST W/ GATE SENSOR
1/2" = 1'-0"
CONCRETE FOOTING 16" SQ-FLUSHW/ ADJACENT FINISH SURFACE
ROLLER GUIDE POST AND
SENSOR POST (INSTALL WIRELESS SENSORS ONLY)
POST B
ROLLER GUIDE POST PER DETAIL 2/LC501
NOTE: CONTRACTOR IS RESPONSIBLE TO INSTALL ALL SENSING DEVICES ANDSAFETY MECHANISMS COMPLYING WITH UL 325. SEE SPECIFICATION 32 3119. 5 RRM-2500-2504.05-99
ELEVATION 3. FOR MORE INFORMATION, SEE PEDESTALPRO.COM
4. PROVIDE KNOX KEY GATE ACCESS FOR
EMERGENCY FIRE RESPONSE.
0'-8"
MIN.
ALIGN BOLLARDS AS SHOWN
CONCRETE CURB
1'-9" TYP
1 REMOVABLE
BOLLARD
TYP.
PLAN
SECTION A - PEDESTAL FOUNDATION
1'-0"
A
-
ROLLING GATE PEDESTAL
3/4" = 1'-0"
B
ANCHORAGE SHALL BE PROVIDED
BY CONTRACTOR
PEDESTAL BODY, FURNISHED AND
INSTALLED BY OWNER
SLOPE TOP AWAY &
CHAMFER EDGE 3/4"
CONCRETE FOUNDATION, SHALL
BE PROVIDED BY CONTRACTOR
ELECTRICAL CONDUIT, SEE ELECTRICAL PLANS
PEDESTAL ANCHORING PLATE
3 FOR MORE INFORMATION SEE
6 RRM-2500-2504.05-101
CMU PILASTER
1/2" = 1'-0"
ATTACH FENCING W/ MASONRYANCHORS PER MANUFACTURER
RECOMMENDATIONS
1 METAL PICKET FENCE
1'-4"
1'-8"
CMU PILASTER, LOCATE PER PLAN,
SEE DETAIL 42/S-321
PRE-CAST CONCRETE WALL CAP,
CDI PC 10 SERIES OR EQUIVALENT.
CAP TO OVERHANG BLOCK
2" MAX. ALL SIDES.
8 RRM-2500-2504.05-103 LC502
CONSTRUCTION DETAILS BARBED WIRE ON EXISTING WALL/FENCE 1" = 1'-0" 2-12" DIAMETER
STAINLESS STEEL
HILTI KWIK BOLT
TZ2 ANCHORS TO
EXISTING WALL
EXISTING
WALL
CONDITION AT FENCE CONDITION AT WALL
LAG SCREWS
EXISTINGFENCE
EXISTING
WALL
12" CONCERTINA WIRE
FG FG
SIDE MOUNT BARB ARM
(#013812), BY HEARNE
STEEL CO. 6'-0" O.C.
SPACING, KEEP LEVEL
24"
TYP.
12" CONCERTINA WIRE
SIDE MOUNT BARB ARM
(#013812), BY HEARNE
STEEL CO. 6'-0" O.C.
SPACING, KEEP LEVEL
24", TYP.
EX. WALL
CAP
9 RRM-2500-2504.05-111
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
9.9.24 LC503
CONSTRUCTION DETAILS FG FG
8 CMU PILASTER
1 METAL PICKET FENCE
± 7' VERIFY IN FIELD
± 7' VERIFY IN FIELD
± 7' VERIFY IN FIELD
SITE WALL PILASTER
42/S-321
METAL PICKET FENCE ON CMU WALL
1/2" = 1'-0"
FG
2'-0"
CMU SITE WALL PER
DETAIL 32/S-321
PRE-CAST CONCRETE
WALL CAP, CDI M600
SERIES OF QUIVALENT.
CAP TO OVERHANG
BLOCK 2" MAX. ALL
SIDES
MOW CURB
AT TURF
CMU SITE WALL
DETAIL 32/S-321
ELEVATION
SECTION A
1 A
-
CLASS 2
AGGREGATE
BASE @ 90%
COMPACTION
STEPPED FOOTING
DETAIL 41/S-301
2 RRM-2500-2504.05-106
CURB AT ROLLING GATE
1" = 1'-0"
1 FS
2 2
CLASS 2R AGGREGATE
BASE, COMPACTED TO 95%,
6" MINIMUM DEPTH UNLESS
OTHERWISE NOTED
6" 6" 3"
3-#4 CONT. HORIZ. BARS
LIFT MASTER GATE
OPERATOR, SEE SPECS
#4 @16" O.C. BOTH
WAYS
PER MANUFACTURER
CURB DEEPENS
AS IT CUTS INTO SLOPE, SEE
DETAIL 4/LC503
FS
2 2
BUILDING EDGE /
VERIFY FOOTING
LOCATION PRIOR
TO DIGGING,
ADJUST FENCEAND CURB TO
PROTECT BUILDINGFOOTING INPLACE.
3" MIN. TO BLDG. FOOTING
VERIFY IN FIELD
CLASS 2R AGGREGATE
BASE, COMPACTED TO 95%,
6" MINIMUM DEPTH UNLESS
OTHERWISE NOTED
1'-2"
BUILDING FOOTING VERIFY WITH
AS-BUILT PLANS
3" 3"
3" CIP 6" 6"
#4 @16" O.C. BOTH
WAYS
3- #4 CONT. HORIZ. BARS
EQ. EQ.
CONDITION WHERE RETAININGCONDITION AT DRIVEWAY
3 RRM-2500-2504.05-114
METAL PICKET GATE
1/2" = 1'-0"
MCNICHOLS #14145120 GALV PERF SCREEN.
SECURE TO INTERIOR SIDE OF GATE WITH 3/16"TAPPING SCREW AT MAX 8" O.C.
END BRACKET
GATE CLOSER
2'-0 1/4"
HANDLE SHALL BE OPERABLE WITH ONE HAND AND
SHALL NOT REQUIRE TIGHT GRASPING, PINCHING,
OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO
ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS
MAXIMUM.
ADJACENT SURFACE,
PER PLAN
GATE LEAF POST - MIN. 2-1/2" x 12ga
HINGES, LOCINOX MAMMOTH
OR APPROVED EQUAL
HINGES, LOCINOX MAMMOTH
OR APPROVED EQUAL
3 34",
TYP.
4'-0"
1 METAL PICKET FENCE
APPROACH SIDE
(EXTERIOR TO PROPERTY)
PUSH SIDE
(INTERIOR TO PROPERTY)
NOTES:
1. CONTRACTOR SHALL PRODUCE SHOP DRAWINGS
FOR ALL WELDED CONNECTIONS.
2. ALL FENCING COMPONENTS SHALL BE POWDER
COATED BLACK.
3. ALL PICKETS SHALL BE POINTED OUTWARD FROM THE
PROPERTY.
1" X 14GA PICKET
334"
SCHLAGE HARDWARE W/ INTERCHANGEABLE CORE.
1'-0"
1'-0"
1'-0" 1'-0"
1'-0"
SCHLAGE DOUBLE CYLINDER DEADBOLT, BY OWNER
4'-0" 2'-0 1/4"
END BRACKET
MCNICHOLS #14145120 GALV PERF SCREEN.
SECURE TO INTERIOR SIDE OF GATE WITH 3/16"TAPPING SCREW AT MAX 8" O.C.
PANIC BAR HARDWARE VON DUPRIN, OR
APPROVED EQUAL
3 16" X 10" HIGH KICK PLATE WELDED TO BOTH SIDES OF GATE
ADJACENT SURFACE,
PER PLANFENCE POST - MIN. 2-1/2" x 14ga
GATE LEAF POST - MIN. 2-1/2" x 12ga
RRM-2500-2504.05-110 1
WALNUT ST.
SANTA ROSA ST.
WALNUT ST.
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
9.9.24 LP001
SITE REFERENCE PLAN
0 20 40 60 feet
1"=20'
10 SEE SHEET - LP101SEE SHEET - LP102
1. CONTRACTOR SHALL SUBMIT LABELED PHOTOS OF ALL PLANT MATERIAL, TREES AND GROUNDCOVERS. PHOTOS SHALL BE OF THE SPECIFIED CONTAINER SIZE. PHOTOS SHALL BE SUBMITTED AS A COMPLETE SUBMITTAL PACKAGE FOR REVIEW AND APPROVAL. INCLUDE PHOTOS OF ANY SUBSTITUTES, CLEARLY LABELED.
2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS.
3. PLANT SCHEDULE ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR DISCREPANCIES.
4. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, ALL STRUCTURAL AND HARDSCAPE IMPROVEMENTS SHALL BE CONSTRUCTED AND FINISHED AHEAD OF PLANTING.
5. ADJUST PLANT MATERIAL AS NECESSARY AROUND UTILITY LOCATIONS. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR CONFLICTS OR NECESSARY ADJUSTMENTS.
6. SOILS SHALL BE PREPARED AND AMENDED PER THE SPECIFICATIONS. SOIL AMENDMENTS AND PREPARATION SHALL CONFORM TO STATE AB1881 AND LOCAL WATER EFFICIENT LANDSCAPE ORDINANCES. ALL WORK ON THE IRRIGATION SYSTEM INCLUDING OPERATIONAL TESTS,AND BACKFILLING OF TRENCHES SHALL BE COMPLETED AHEAD OF PLANTING.
7. LOCATIONS OF ALL PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING. THE
REPRESENTATIVE RESERVES THE RIGHT TO MAKE ANY ADJUSTMENTS, SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANT LAYOUT AS WORK PROGRESSES.
8. ALL PLANTING AREAS TO RECEIVE 3" THICK MIN. LAYER OF ROCK MULCH. SEE SPECIFICATIONS FOR MULCH TYPE. PROVIDE SAMPLE FOR APPROVAL.
9. THESE PLANS COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND THE CRITERIA HAVE BEEN APPLIED FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.
PLANTING NOTES
WALNUT ST.
HWY 101
SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS QTYSHRUBS AGAVE ATTENUATA X OCAHUI 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL LOW 5 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 1 GAL LOW 9 CALLISTEMON X 'LITTLE JOHN' LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL LOW 4 PENNISETUM SPATHIOLATUM SLENDER VELDT GRASS 5 GAL LOW 15
SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING QTY
GROUND COVERS
TURF MARATHON MARATHON SOD 129 SF
PLANT SCHEDULE
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
9.9.24 0 10 20 30 feet
1"=10'
5 MATCHLINE - LP102
LP101
PLANTING PLAN
SANTA ROSA ST SANTA ROSA ST.
EXISTING IRRIGATION TO REMAIN.
ADJUST IRRIGATION PIPING AND SPRAY HEADS
AS NEEDED TO ACCOMODATE NEW PLANTING.
EXISTING IRRIGATION TO REMAIN.
ADJUST IRRIGATION PIPING AND SPRAY HEADS
AS NEEDED TO ACCOMODATE NEW PLANTING.
SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS QTY DETAILSHRUBS AGAVE ATTENUATA X OCAHUI 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL LOW 5 1/LP501 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 1 GAL LOW 9 1/LP501 CALLISTEMON X 'LITTLE JOHN' LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL LOW 4 1/LP501 PENNISETUM SPATHIOLATUM SLENDER VELDT GRASS 5 GAL LOW 15 1/LP501
SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING QTY DETAIL
GROUND COVERS
TURF MARATHON MARATHON SOD 129 SF
PLANT SCHEDULE
CITY SPECIFICATION NO.DATE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
9.9.24 0 10 20 30 feet
1"=10'
5 MATCHLINE - LP101
LP102
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPTEMBER, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
9.9.24 LP501
PLANTING DETAILS
2 TIMES ROOTBALL DIAMETER
MULCH PER PLANS
BACKFILL MIX, AMENDED
WITH COMPOST OR OTHER
APPROVED ORGANIC
MATERIAL
UNDISTURBED NATIVE SOIL
TOP OF ROOTBALL AT OR SLIGHTLY
ABOVE FINISH GRADE
SHRUB PLANTING
1 1/2" = 1'-0" RRM-2500-2504.05-70 1
ROCK MULCH IN PLANTING AREA
1 1/2" = 1'-0"
1 32
1 CRUSHED ROCK MULCH PER PLANS2 FILTER FABRIC3 PLANTING PER PLANS 2 RRM-2500-2504.05-11
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 SPECIAL INSPECTION & TESTSS-301 TYPICAL CONCRETE DETAILSS-321 MASONRY 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 1106 WALNUT FENCING IMPROVEMENTS
J. LONG
J. MEADOWS
AS NOTED
2504-05-PS23
2000577-02
E
R
P
R
No. 6488
S T UC T URA S L T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE J R ESS ICA M. MEADOWS N:\2400\2504-05-PS23-SLO-PD-N-Building-Fencing\Structural\ConDocs\Sheet-Files\2504-05-PS23 - S101.dwg, S101, Aug 23, 2024 10:11am, jdlong AUGUST 23, 2024 100% CONSTRUCTION DOCUMENTS
INDICATES SHEAR TYPE AND LENGTH, PER SHEAR WALL SCHEDULE INDICATES TOP PLATE SPLICE NAILING PER SCHEDULE
S-102
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION 1106 WALNUT FENCING IMPROVEMENTS
J. LONG
J. MEADOWS
AS NOTED
2504-05-PS23
2000577-02
E
R
P
R
No. 6488
S T UC T URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
N:\2400\2504-05-PS23-SLO-PD-N-Building-Fencing\Structural\ConDocs\Sheet-Files\2504-05-PS23 - S102.dwg, S102, Aug 23, 2024 10:11am, jdlong AUGUST 23, 2024 100% CONSTRUCTION DOCUMENTS
ALL WORK SHALL BE PREFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT, AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, IN
CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED), AND LATEST EDITION OF CALIFORNIA MUTCD.
A. 2022 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2022 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).
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 AND CITY 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 CITY 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 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. 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.
8. 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.
9. 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..
10. 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.
11. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.
12. 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 CITY ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL, AND NATURAL GAS UNDERGROUND FACILITIES.CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OFCABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.
14. THE CONTRACTOR SHALL ALLOW FOR SUFFICIENT TIME FOR THE ENGINEER OF RECORD TO THOROUGHLY REVIEW THE SUBMITTAL PACKAGES, IN ACCORDANCE WITH THE CITY'S STANDARD GUIDELINES.
GENERAL
2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. DRAWINGS SHALL NOT BE SCALED.3. SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.
4. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.
DIMENSIONS
1. WIND DESIGN DATA (2022 CBC SECTION 1603.1.4) :
2. EARTHQUAKE DESIGN DATA (2022 CBC SECTION 1603.1.5):3. GEOTECHNICAL INFORMATION (2022 CBC SECTION 1603.1.6):
REFER TO FOUNDATION GENERAL NOTES
SITE AND OCCUPANCY PARAMETERS
PARAMETER VALUE REFERENCE
RISK CATEGORY IV 2022 CBC TABLE 1604.5
SEISMIC IMPORTANCE FACTOR I = 1.5 ASCE 7-16 TABLE 1.5-2 MAPPED SPECTRAL RESPONSE ACCELERATIONS:
S S = 1.064 g 2022 CBC 1613.2.1 S 1 = 0.392 g
SITE CLASS D (DEFAULT) 2022 CBC 1613.2.2SPECTRAL RESPONSE COEFFICIENTS:
S DS = 0.851 g 2022 CBC 1613.2.4 S D1 = 0.499 g
WIND DESIGN DATA
PARAMETER VALUE REFERENCE
ULTIMATE DESIGN WIND SPEED (3-SEC GUST) VULT = 102 MPH 2022 CBC FIG. 1609.3 NOMINAL DESIGN WIND SPEED (3-SEC GUST) VASD = 82 MPH 2022 CBC 1609.3.1 EXPOSURE CATEGORY C 2022 CBC 1609.4.3
INTERNAL PRESSURE COEFFICIENT: GCpi = ± 0.18 ASCE 7-16 TABLE 26.13-1
DESIGN INFORMATION
1. LATERAL EARTH PRESSURES:
* SEISMIC SOIL PRESSURE APPLIES TO WALLS GREATER THAN 6 FEET IN HEIGHT MEASURED FROM TOP OF
FOUNDATION
** FOR SLOPING BACKFILL ADD 1 PCF FOR EVERY 2 DEG. (ACTIVE CASE) AND 1.5 PCF FOR EVERY 2 DEG (AT REST)
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 6 INCHES 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
3. 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.
4. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER AND/OR SEEPAGE.
5. 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.
6. EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.7. 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.
8. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS.
9. PIPES WITHIN THE ZONE OF INFLUENCE OF BUILDING OR SITE ELEMENT FOUNDATIONS SHALL BE INCREASED IN LEAN CONCRETE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER OF RECORD.
ELEMENT
ALLOWABLE
BEARING
CAPACITY
(PSF) A
ALLOWABLE LATERAL RESISTANCE B
PASSIVE RESISTANCE
(PSF/FT BELOW
GRADE)
FRICTION RESISTANCE
(COEFFICIENT OF
FRICTION)
BUILDING FOUNDATION 1,500 100 0.25
ACTIVE EARTH PRESSURE
(CANTILEVER RETAINING
WALLS)
50H
30H
(PCF)
FOUNDATION
*SEISMIC
NATIVE
50H
(PCF)
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 3,000 150 4 0.5 0.25
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-19.
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 318-19 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 318-19, WHICH REFERENCES ACI 301-20 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 301-20 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 OR C685.
5. DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-19 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 BOLT HOLDOWNS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED AND TIED IN POSITION PRIOR TO PLACING CONCRETE. IN NO CASE SHALL ANY REINFORCING BARS, ANCHOR BOLTS, HOLDOWNS OR OTHER CONCRETE INSERTS BE "WET SET" OR "WET-STABBED" INTO CONCRETE DURING THE POUR.
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 NOT 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 318-19, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FOR ASTM A706 GR60 STEEL PER ACI 318-19 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 318-19.
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 318-19 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 318-19 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 TMS 042-16 SECTION 6.1.6.1.1 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 DIFFERINGGRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IFCONCURRENTLY 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, ADEQUATELY SUPPORTED AND SHALL BE SECURED
AGAINST DISPLACEMENT, AND TIED BEFORE THE CONCRETE IS PLACED 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 318-19.
10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TO PLACEMENT OF CONCRETE PER ACI 318-19 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 GRIDSOR REINFORCING STEEL.
12. CONCRETE PROTECTION FOR REINFORCEMENT13. MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-19 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 SHALLBE 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 318-19 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 3 B. 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 IN CONTACT 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. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES"
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
15. ALL INTERIOR EXPOSED CORNERS TO BE BULL NOSE BLOCK PROFILE, NOT REQUIRED AT EXTERIOR OR SPLICE FACE CONDTIONS, FIELD GRIND CORNERS TO ACCEPTED.
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 WIEGHTf'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
Ø**
S-103
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION 1106 WALNUT FENCING IMPROVEMENTS
J. LONG
J. MEADOWS
AS NOTED
2504-05-PS23
2000577-02
E
R
P
R
No. 6488
S T UC T URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
N:\2400\2504-05-PS23-SLO-PD-N-Building-Fencing\Structural\ConDocs\Sheet-Files\2504-05-PS23 - S103.dwg, S103, Aug 23, 2024 10:11am, jdlong AUGUST 23, 2024 100% CONSTRUCTION DOCUMENTS
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):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. REFER TO ARCHITECTURAL DRAWINGS FOR STEEL FINISH. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE WEATHER SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. PROTECT FIELD WELDSEXPOSED TO THE WEATHER VIA PRIME AND PAINT OR BRUSH / COLD GALVANIZING. REFER TO ARCHDRAWINGS FOR STEEL FINISH.
8. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO REQUIREMENTS OF AISC 303-22.
9. 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 D1.1-15) 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 D1.8-16.
10. 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.
11. 100 PERCENT ULTRASONIC TESTING IS REQUIRED FOR ALL COMPLETE JOINT PENETRATION GROOVE WELDS.12. 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.
13. DISCONTINUITIES IN WELDS CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS
STRUCTURAL STEEL
STRUCTURAL STEEL MATERIALS
SHAPE ASTM/GRADE
W SHAPES, WT SHAPES A992
PLATES (INCLUDING BASE PLATES) A572
ANGLES, CHANNELS A36
HSS A500 GRBHIGH STRENGTH BOLTES (AS NOTED ON DRAWINGS) A325/F1852, A490SC/F2280SC A325SC/F1852SC ANCHOR RODS (UNLESS NOTED ON DRAWINGS) F1554 GR36
COMMON/MACHINE BOLTS A307 GR A
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.
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) CONCRETE SUBSTRATE SIMPSON STRONG-BOLT2
(ICC ES ESR 3037)
SIMPSON TITEN HD
INCHES (ICC ES ESR-2713)
1 4 4 24
3 8 30 50
1 2 60 65
5 8 90 100
3 4 150 150
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 318-19 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-3G ICC ESR-4057 AC193 CMU ADHESIVE ANCHOR SIMPSON SET-3G ICC ESR-4844 AC58
CONCRETE POWER ACTUATED FASTENER** SIMPSON PDPAW ICC ESR-2138 AC70
S-104
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION 1106 WALNUT FENCING IMPROVEMENTS
J. LONG
J. MEADOWS
AS NOTED
2504-05-PS23
2000577-02
E
R
P
R
No. 6488
S T UC T URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
N:\2400\2504-05-PS23-SLO-PD-N-Building-Fencing\Structural\ConDocs\Sheet-Files\2504-05-PS23 - S104.dwg, S104, Aug 23, 2024 10:11am, jdlong AUGUST 23, 2024 100% CONSTRUCTION DOCUMENTS
1. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .
THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION 1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:
A. GENERAL:
a. STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.
B. OWNER REQUIREMENTS:
a. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO
PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION 1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.
C. SPECIAL INSPECTOR QUALIFICATIONS:
a. THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING
OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE
DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF
SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL QUANTITIES.
D. CONTRACTOR REQUIREMENTS:
a. SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALL
OCCUR PRIOR TO SPECIAL INSPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIAL INSPECTOR.
b. THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED
REMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTION.
c. ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC
FORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF
AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS.
E. SPECIAL INSPECTOR REPORT REQUIREMENTS:
a. THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONS b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.
d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION.
e. IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THECOMPLETION OF THAT PHASE OF WORK. f. A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.
REQUIRED VERIFICATION AND INSPECTIONS REQUIRED VERIFICATION AND INSPECTIONS STATEMENT OF SPECIAL INSPECTIONS
MASONRY
LEVEL 3 QUALITY ASSURANCE
MINIMUM TESTS
PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5
VERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION AND FOR EVERY 5000 sq. ft. DURING CONSTRUCTION
VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDED MORTAR, PRESTRESSING GROUT,
AND GROUT OTHER THAN SELF-CONSOLIDATION GROUT, AS DELIVERED TO THE PROJECT SITE
VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6.3 FOR SELF-CONSOLIDATING GROUT
MINIMUM SPECIAL INSPECTION
INSPECTION TASK FREQUENCY (a) REFERENCE FOR CRITERIA
CONT PERIODIC TMS 402 TMS 602
X Art. 1.5
a. PROPORTIONS OF SITE-PREPARED MORTAR X Art. 2.1, 2.6 A b. GRADE AND SIZE OF PRESTRESSING TENDONS
AND ANCHORAGES X Art. 2.4 B, 2.4 H
c. GRADE, TYPE AND SIZE OF REINFORCEMENT,
CONNECTORS, ANCHOR BOLTS AND PRESTRESSING TENDONS AND ANCHORAGES X Art. 3.4, 3.6A
d. PRESTRESSING TECHNIQUE X Art. 3.6 B
e. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X Art. 2.1 C f. SAMPLE PANEL CONSTRUCTION X Art. 1.6 D
3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN
COMPLIANCE:
a. GROUT SPACE X Art. 3.2 D, 3.2 F
b. PLACEMENT OF PRESTRESSING TENDONS AND
ANCHORAGES X SEC. 10.8, 10.9 Art. 2.4, 3.6
c. PLACEMENT OF REINFORCEMENT, CONNECTORS
AND ANCHOR BOLTS X SEC. 6.3.1, 6.3.6, 6.3.7 Art. 3.2 E, 3.4, d. PROPORTIONS OF SITE-PREPARED GROUT AND
PRESTRESSING GROUT FOR BONDED TENDONS X Art. 2.6 B, 2.4 G.1.b
4. VERIFY DURING CONSTRUCTION:
a. MATERIALS AND PROCEDURES WITH THE APPROVED
SUBMITTALS X Art. 1.5
b. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT
CONSTRUCTION X Art. 3.3 B
c. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X Art. 3.3 Fd. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING
OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION X SEC. 1.2.1(e), 6.1.4.3, 6.2.1
e. WELDING OF REINFORCEMENT X SEC. 6.1.6.2
f. PREPARATION, CONSTRUCTION AND PROTECTION OF
MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F ) OR HOT WEATHER (TEMPERATURE ABOVE 90°F ) X Art. 1.8 C, 1.8 D
g. APPLICATION AND MEASUREMENT OF PRESTRESSING
FORCE X Art. 3.6 B
h. PLACEMENT OF GROUT AND PRESTRESSING GROUT
FOR BONDED TENDONS IS IN COMPLIANCE X Art. 3.5, 3.6 C
i. PLACEMENT OF AAC MASONRY UNITS AND
CONSTRUCTION OF THIN-BED MORTAR JOINTS X Art. 3.3 B.9, 3.3 F.1.b
5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR
SPECIMENS AND/OR PRISMS X
Art.
1.4 B.2.a.3,1.4 B.2.b.3,
1.4 B.2.c.3,
1.4 B.3,
1.4 B.4
(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE
TASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE (b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY(c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRY
REQUIRED VERIFICATION AND INSPECTIONS
STEEL
WELDING
INSPECTION TASKS PRIOR TO WELDING (AISC 360-16 N.5.4-1) QC QA AWS 2015 D1.1 REFERENCE
1. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P 6.3
2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAIALABLE P P 6.2
3. WPS AVAILABLE P P -
4. MATERIAL IDENTIFICATION (TYPE/GRADE) O O 6.2
5. WELDER IDENTIFICATION SYSTEM O O 6.4
6. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
- JOINT PREPARATION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) - BACKING TYPE AND FIT (IF APPLICABLE) OO
6.5.2 5.22
5.15 5.18
5.10, 5.22.1.1
7. FIT-UP OF GROOVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY) - JOINT PREPARATION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) PO -
---
8. CONFIGURATION AND FINISH OF ACCESS HOLES O O 6.5.2, 5.1.7 & AISC 360-16 J1.6
9. FIT-UP OF FILLET WELDS
- DIMENSIONS (ALIGNMENT, GAPS AT ROOT) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) OO 5.22.1 5.15
5.18 10. CHECK WELDING EQUIPMENT O ___ 6.2, 5.11
INSPECTION TASKS DURING WELDING (AISC 360-16 N.5.4-2)
1. CONTROL AND HANDLING OF WELDING CONSUMABLES
-PACKAGING -EXPOSURE CONTROL OO
6.2 5.3.1
5.3.2 (SMAW)
5.3.3 (SAW)
2. NO WELDING OVER CRACKED TACK WELDS O O 5.18
3. ENVIRONMENTAL CONDITIONS
- WIND SPEED WITHIN LIMITS - PRECIPITATION AND TEMPERATURE OO 5.12.1
5.12.2 4. WPS FOLLOWED
- SETTINGS ON WELDING EQUIPMENT - TRAVEL SPEED - SELECTED WELDING MATERIALS - SHIELDING GAS TYPE/FLOW RATE - PREHEAT APPLIED - INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) - PROPER POSITIONS (F, V, H, OH) OO
6.3.3, 6.5.2, 5.5, 5.21
5.6, 5.7
5. WELDING TECHNIQUES
- INTERPASS AND FINAL CLEANING - EACH PASS WITHIN PROFILE LIMITATIONS - EACH PASS MEETS QUALITY REQUIREMENTS OO
6.5.2, 6.5.3, 5.24
5.30.1 6. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P - INSPECTION TASKS AFTER WELDING (AISC 360-16 N.5.4-3)
1. WELDS CLEANED O O 5.30.1
2. SIZE, LENGTH AND LOCATION OF WELDS P P 6.5.1
3. WELDS MEET VISUAL ACCEPTANCE CRITERIA
- CRACK PROHIBITION - WELD/BASE-METAL FUSION - CRATER CROSS SECTION - WELD PROFILES - WELD SIZE - UNDERCUT - POROSITY PP
6.5.3 TABLE 6.1(1)TABLE 6.1(2)TABLE 6.1(3)
TABLE 6.1(4), 5.24
TABLE 6.1(6)TABLE 6.1(7)TABLE 6.1(8)
4. ARC STRIKES P P 5.29
5. k-AREA PP AISC 360-16 CA3.1c & J10.8
6. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES [b] PP -
7. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) PP 5.10, 5.31
8. REPAIR ACTIVITIES P P 6.5.3, 5.26
9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR
MEMBER PP 6.5.4, 6.5.5
10. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF
THE EOR OO -
STEEL
BOLTING
INSPECTION TASKS PRIOR TO BOLTING (AISC 360-16 N.5.6-1) QC QA 2014 RCSC SPEC. REFERENCE
1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS OP 2.1, 9.1
2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS OO FIGURE C-2.1, 9.1
(SEE ASTM
STANDARDS)
3. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) OO 2.3.2, 2.7.2, 9.1
4. CORRECT BOLTING DETAILS SELECTED FOR THE JOINT DETAIL. O O 4, 8
5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE
CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS.
OO 3, 9.1, 9.3
6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL
OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED.
PO 7, 9.2
7. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER COMPONENTS OO 2.2, 8, 9.1
INSPECTION TASKS DURING BOLTING (AISC 360-16 N.5.6-2)
1. FASTENER ASSEMBLIES, PLACED IN ALL HOLES AND WASHERS AND NUTS ARE POSITIONED AS REQUIRED. OO 8.1, 9.1
2. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRE-TENSIONING OPERATION OO 8.1, 9.1
3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING OO 8.2, 9.2
4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINTTOWARD THE FREE EDGES.
OO 8.2, 9.2
INSPECTION TASKS AFTER BOLTING (AISC 360-16 N.5.6-3)
1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P ___
CONCRETE CONSTRUCTION
CODE TABLE 1705.3
SPECIAL INSPECTION OR TEST
CONTINUOUS
PERIODIC REFERENCED STANDARD CBC REFERENCE
1. INSPECT REINFORCMENT, INCLUDING PRESTRESSING
TENDONS, AND VERIFY PLACEMENT. ___ X ACI 318: CH 20, 25.2, 25.3, 26.6.1-26.6.3 ___
2. REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 516" AND c. INSPECT ALL OTHER WELDS
______
X
XX
___
AWS D1.4
ACI 318: 26.6.4 ___
3. INSPECT ANCHORS CAST IN CONCRETE ___ X ACI 318: 26.7 ___
4. INSPECT ANCHORS POST-INSTALLED IN HARDENED
CONCRETE MEMBERS (b)
(a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS (b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.
X
___
___
X
ACI 318: 26.7.1
ACI 318: 26.7.1
______
5. VERIFY USE OF REQUIRED MIX DESIGN ___ X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.
X
___
ASTM C 172
ASTM C 31
ACI 318: 26.5, 26.12
___
7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES X ___ ACI 318: 26.5 ___
8. VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES. ___ X ACI 318: 26.5.3- 26.5.5 ___
9. INSPECT PRESTRESSED CONCRETE FOR:
A. APPLICATION OF PRESTRESSING FORCES; AND B. GROUTING OF BONDED PRESTRESSING TENDONS XX
______
ACI 318: 26.10 ___
10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. ___ X ACI 318: 26.9 ___11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR
TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS ___ X ACI 318: 26.11.2 ___
12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
___ X ___
SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS. a. WHERE APPLICABLE, SEE SECTION 1705.13.
b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL
INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.
1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:
A. REINFORCING STEEL
B. CONCRETE MIX DESIGNS FOR ALL CONCRETE STRENGTHS 3,000 PSI AND ABOVE C. MASONRY INCLUDING BLOCKS, GROUT AND MORTAR
2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE:
A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:
B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIED
PERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS
AND SIMILAR INFORMATION
C. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FOR
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS.
D. REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTAL ROUNDS HAVE BEEN ADDRESSED.
3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HAS
SATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'S REVIEW AND APPROVAL OF THAT SUBMITTAL.
4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE ABSOLUTE:
a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOT CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THECONTRACT DRAWINGS. b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS OR
MODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THE SUBMITTAL PRIOR TO SUBMISSION.
5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ENGINEER.
SUBMITTALS
REINF DEVELOPMENT LENGTH AND SPLICES
2504-05-PS23 - S301 - 12 NTS
NOTES:
1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:
A. GRADE 60 REINFORCEMENT
B. NORMAL WEIGHT CONCRETE
a. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3 C. NON-EPOXY COATED REINFORCEMENT
D. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARS a. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3 E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THAN MIN
OR
CLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN db a. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5 F. REINFORCEMENT NOT IN SHEAR WALLS
a. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.25
2. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.
3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.
4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.
CONTACT LAP SPLICE
(PREFERRED)
NON-CONTACT LAP SPLICE
LAP SPLICE
MAX = LARGER OF CLASS B, UNO ls/5 OR 6"
REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE
BAR SIZE
DEVELOPMENT LENGTH, ld
(CLASS A LAP SPLICE)
LAP SPLICE, ls
(CLASS B LAP SPLICE)
f'c (psi) f'c (psi)
2,500 3,000 4,000 2,500 3,000 4,000
#3 1'-6" 1'-5" 1'-3" 2'-0" 1'-10" 1'-7"
#4 2'-0" 1'-10" 1'-7" 2'-8" 2'-5" 2'-1"
#5 2'-6" 2'-4" 2'-0" 3'-3" 3'-0" 2'-7"#6 3'-0" 2'-9" 2'-5" 3'-11" 3'-7" 3'-2" #7 4'-5" 4'-0" 3'-6" 5'-9" 5'-2" 4'-6"#8 5'-0" 4'-7" 4'-0" 6'-6" 5'-11" 5'-2" #9 5'-8" 5'-2" 4'-6" 7'-4" 6'-9" 5'-10"
#10 6'-5" 5'-10" 5'-1" 8'-3" 7'-7" 6'-7"
#11 7'-1" 6'-6" 5'-7" 9'-2" 8'-5" 7'-3"
db
6db
D
6db *
db
D
135 HOOK 90 HOOK*
* PROVIDE 10db EXTENSIONS IN LIEU
OF 6db AT ALL FRAME COLUMNS,
GIRDERS, SHEAR WALLS AND SHEAR
WALL BOUNDARY MEMBERS
BAR SIZE D
#3 1 1
2"
#4 2"
#5 2 1
2"
OR 3" MIN
REINF TIES AND STIRRUPS2504-05-PS23 - S301 - 13 NTS
REINF HOOK DEVELOPMENT LENGTH AND BENDS2504-05-PS23 - S301 - 22 NTS
BAR SIZE D
#3 THRU #8 6d
#9 THRU #11 8d
NOTES:
1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.
2. MINIMUM SIDE COVER = 2 1
2".
3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.
STANDARD HOOK DEVELOPMENT LENGTH "ldh"
BAR SIZE D "lh"
NORMAL WEIGHT
2,500 3,000 4,000
#3 2 1/4" 6" 0'-9" 0'-9" 0'-8"#4 3" 8" 1'-0" 0'-11" 0'-10" #5 3 3/4" 10" 1'-3" 1'-2" 1'-0"#6 4 1/2" 12" 1'-6" 1'-5" 1'-3" #7 5 1/4" 1'-2" 1'-9" 1'-8" 1'-5"#8 6" 1'-4" 2'-0" 1'-10" 1'-7" #9 9 1/2" 1'-7 1/2" 2'-3" 2'-1" 1'-10"
#10 10 3/4" 1'-10" 2'-7" 2'-4" 2'-1"
#11 12" 2'-0 1/2" 2'-10" 2'-7" 2'-3"
ldh
db
4db
2 1
2" MIN
D
D
12 db
"l h"
2" CLR MIN
HOOK DEVELOPMENT LENGTH
(SEE SCHEDULE)
FACE OF
CONCRETE
FOC OR POUR
JT @ STD HOOK
db
LAP SPLICE LAP SPLICE
LAP SPLICE
LAP SPLICE
CONCRETE CORNER CONCRETE INTERSECTION
CONCRETE END
0" TYP.
0" TYP.
0" TYP 0" TYP
DOWELS TO MATCH SIZE &
SPCG OF HORIZ REINF, TYP
90 DEG HOOK
@ INT BARS
PROVIDE 90 DEG STD HOOK, A U-BAR
MAY BE PROVIDED W/ LAP SPLICE TO
HORIZ BARS IN LIEU OF END HOOKS
NOTE:
REINFORCEMENT SHOWN ON WALL ELEVATION(S),BOUNDARY REINFORCING DETAILS, AND OTHER
SPECIFICALLY REFERENCED DETAILS SHALL TAKE
PRECEDENCE OVER REINFORCEMENT SHOWN HERE.
DOUBLE MAT
LAP SPLICE LAP SPLICE
LAP SPLICE
LAP SPLICE
CONCRETE CORNER CONCRETE INTERSECTIONCONCRETE END
PROVIDE 90 DEG STDHOOK @ SHEAR WALLS
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
DOWELS TO MATCH
SIZE & SPCG OF
HORIZ REINF, TYP
ALT DOWEL DIRECTION
@ INTERSECTION
SINGLE MAT
CONC REINF @ INTERSECTION2504-05-PS23 - S301 - 32 NTS
STEP FOOTING2504-05-PS23 - S301 - 41 NTS
NOTE: "SH" = 1'-6" MAX
"SL" STEP LENGTH
= 2 "SH"
"SH"
"SH"
"D" + "SL"
"D"
DEPTH OF FTG
FTG EL = SEE PLAN
"SH" STEP
HEIGHT
TOP REINF WHERE
SHOWN PER PLAN
"ls" LAP SPLICE
TYP
"D" + "SL"
"SL" STEP LENGTH
= 2 "SH"
"ls" LAP SPLICE
TYP
SS
STEP LONG REINF TO MATCH
LONG REINF SIZE & SPCG
STEP TRANS REINF TO MATCH
TRANS REINF SIZE & SPCG
FTG REINF PERPLAN & DETAILS
"SH" STEP
HEIGHT
SS
LAP SPLICE
DOWEL TO MATCHLONG REINF SIZE & SPCG PLAN
CALLOUT
STEPPED FOOTING (BOTTOM ONLY)2504-05-PS23 - S301 - 42 NTS "ls" LAP SPLICE
TYP
"SH" "SH"
"SL" STEP LENGTH
= 2 "SH"
"ls" LAP SPLICE
TYP
SB
TOP REINF PER PLAN, WO
FTG REINF PERPLAN & DETAILS
NOTE: "SH" = 1'-6" MAX
BOT OF FTG
EL = PER PLAN
"ld" DEV LENGTH TYP
TOP OF FF
EL = PER PLAN
SB
SB SB
STEP LONG REINF TO
MATCH LONG REINF
SIZE & SPCG
BOT OF FTG
EL = PER PLAN
PLAN
CALLOUT
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION 1106 WALNUT FENCING IMPROVEMENTS
J. LONG
J. MEADOWS
AS NOTED
2504-05-PS23
2000577-02
E
R
P
R
No. 6488
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE
J
R
ESS ICA M. MEADOWS
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S-301
42 32 22 1243 33 23 1341
SECTION 'A'
FENCE ATTACHMENT TO (E) WOOD WALL2504-05-PS23 - S321 - 43 1" = 1'-0" 2 12" x 2 12" x 12" GA POST W/
OPEN PICKETS BTWN POSTS
@ 8'-0" OC (SEE AEGIS II
6'-0" MAX FOR POST DETAILS)18" MIN
1 4
"
2 3
4 "
TYP
112"
TYP
912"
11"
9 12" x 11" x 14" STL PL,
EA FACE OF WOOD BOARD
5 8" Ø 'A307' BOLT
(E) WOOD FENCE
TO REMAIN
A
1'-3" x 0'-9" x 14" THK STL PL
EA FENCE POST
(E) CMU WALL & REINF
TO REMAIN
'SET-3G' W/ 3 8" Ø F1554
GR. 36 W/ 3" EMBED, MIN
10 1
2 "
MIN
6"
112"
TYP
A
SECTION 'A'
1 4
"
5'-0" MAX
2 12" x 2 12" x 12" GA POST W/
OPEN PICKETS BTWN POSTS
@ 8'-0" OC (SEE AEGIS II
FOR POST DETAILS)
FENCE ATTACHMENT TO (E) CMU WALL2504-05-PS23 - S321 - 33 1" = 1'-0" 1 1
2 "
TYP
1 1
2 "
TYP
12" MIN 12" MIN
TO BASE OF WALL6" TYP
4" MIN
EMBED
MASONRY WALL CORNER DETAIL2504-05-PS23 - S321 - 31 NTS
INTERSECTION
CORNER/END
STD 90° HOOK
& ALTERNATE
BREAK SHELL FORFLOW OF GROUT
OPEN END BLK
(2) #5 VERT MIN
STD 90° HOOK
& ALTERNATE
BREAK SHELL FORFLOW OF GROUT
OPEN END BLK
PROVIDE 180° HOOK
AT SHEAR WALL
(2) #5 VERT, MIN
PLAN - SINGLE MAT
CMU SITE WALL2504-05-PS23 - S321 - 32 1" = 1'-0"
FINISH GRADE
OR SURFACE
(3) #4 BARS, T&B
#4 @ 16" OC, T&B
2'-0"
1'-4" 8" MIN
#4 @ 16" OC
(2) #4 @ TOP OF WALL
8" FULLY GROUTED
CMU WALL
#5 VERTS @ 16" OC
3'-0" MAX HEIGHT
CMU PILASTER2504-05-PS23 - S321 - 42 1" = 1'-0"
(3) #3 TIES @ TOP
OF WALL
SOLID CAP,
WHERE OCCURS
DOWEL TO MATCH
SIZE & SPCG OF VERT REINF
1'-4"
#5 @ 12" OC#5 @ 12" OC
3'-6" SQ
ALT HOOK LOCATION,
EVERY OTHER TIE
STD 8" x 8" x 16" BLKS OR
16" x 8" x 16" PILASTER BLKS
1 2
"
CLR(4) #5 VERT BARS
A PILASTER PLAN VIEW
8'-0" MAX
COMPACTED FILL
8" MIN
1'-4" MIN IF REQ'D FOR LANDSCAPING
STD HOOK
3" CLR
TYP
LAP SPLICE
#3 TIES @ 8" OC
16" MAX
LOWER SITE WALLPER DETAIL 32/-
"d
b
"
"6 d
b
"
"D"
"6 db" *
"d
b
"
"D"
135 HOOK 90 HOOK*
BAR SIZE D
#3 1 12"
#4 2"
#5 2 12"
OR 3" MIN
"ldh"
"d
b
" "db"
"4 db"
2 12" MIN
"D"
"D"
"12 d
b
"
" l
h
"
12"
MIN
BAR SIZE D
#3 THRU #8 6db
#9 THRU #11 8db
HOOK DEVELOPMENT LENGTH
(SEE SCHED)
FACE OF
MASONRY
BAR SIZE DEVELOPMENT LENGTH (ld) OR LAP SPLICE LENGTH (ls) HOOK DEVELOPMENT LENGTH (le) Dln #3 2'-3" 0'-5" 2 14 5"
#4 3'-0" 0'-7" 3 8"
#5 3'-9" 0'-9" 3 3 4 10"
#6 4'-6" 0'-10" 4 12 1'-0"
#7 5'-3" 0'-12" 5 14 1'-2"#8 6'-0" 1'-1" 6 1'-4"
#9 6'-9" 1'-3" 9 12 1'-7 12"
NOTES:
1. USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOT
SHOWN ON PLANS UNLESS OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY
2. DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60 BARS IN 1,500 OR 2,500 psi NORMAL WEIGHT MASONRY
3. THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS AND
DIMENSIONED ON THE DRAWINGS
4. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLER BARS
5. NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENT WHERE THE DESIGN TENSILE STRESSES IN THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THE ALLOWABLE STEEL TENSION STRESS, Fs
6. D = FINISHED INSIDE BEND DIAMETER7. db = NOMINAL BAR DIAMETER
CONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICE
LAP SPLICE
PER SCHED
MAX = SMALLER OF "ls"/ 5" OR 8"
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
"d
b
"
CLEAR
SPCG
CLEAR
SPCG
TYPICAL LAP SPLICES
STAGGERED SPLICING
FACE OF MASONRY
OR JT @ STD HOOK
2 12
TYPICAL COLUMN BAR OFFSET
MASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHED2504-05-PS23 - S321 - 13 NTS TYP REINF AT TOP OF WALL2504-05-PS23 - S321 - 21 NTS
1 2" TYP FROM INSIDE
FACE OF CELL
TOP OF WALLSTD 90° HOOK TURN
INTO PLANE OF WALL
TYP HORIZ WALL
REINF PER SCHED
TYP VERT WALL
REINF PER SCHED
TYP HORIZ WALL
REINF PER SCHED
"U" BARS TO MATCH
VERT REINF, TYP
2 BARS AT TOP MIN
( (2) #4 MIN)
SINGLE MAT DOUBLE MAT
CONCRETE MASONRY WALL PIERS2504-05-PS23 - S321 - 22 NTS 'T' TO LESS THAN 3x'T'
BLOCK THICKNESS
'T'
3T TO 5T
JAMB REINF
JAMB REINF
EA END
#3 TIES @ 8" OC
TIES SAME SIZE & SPACINGTO MATCH SPECIFIED REINF
NOTE:
TIE MAY BE TURNED UP AS NECESSARY TO FIT INSIDE WALL.
BREAK WEBS AND/OR INTERIOR FACE SHELL AS REQUIRED
BLOCK THICKNESS
'T'
MASONRY ANCHOR BOLT SCHEDULE2504-05-PS23 - S321 - 23 NTS
MIN EMBED
1" MIN GROUT
ALL AROUND
ANCHOR BOLT
FACE OF MASONRY
BOLT SIZE MINIMUM EMBEDMENT
1 2
" 4"
5 8
" 5"
3 4" 6"
7 8" 7"
1" 8"
1 18" 9"
1 14" 10"
NOTES:
1. MINIMUM BOLT SPACING SHALL BE 16 BOLT DIAMETERS WITH A MINIMUM EDGE DISTANCE OF 12 DIAMETERS, UNLESS NOTED OTHERWISE.
2. PROVIDE AN ADDITIONAL 2" OF EMBEDMENT FOR ANCHOR BOLTS LOCATED IN THE TOP OF COLUMNS.
3. ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEX CONFORMING TO ANSI/ASME B18.2.1 BENT BAR ANCHORS SHALL NOT BE USED.
MAX FOR 8"MASONRY
MAX FOR 12"MASONRY
1" CLR
MIN
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION 1106 WALNUT FENCING IMPROVEMENTS
J. LONG
J. MEADOWS
AS NOTED
2504-05-PS23
2000577-02
E
R
P
R
No. 6488
S T UC T URA S L T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEE J R ESS ICA M. MEADOWS N:\2400\2504-05-PS23-SLO-PD-N-Building-Fencing\Structural\ConDocs\Sheet-Files\2504-05-PS23 - S321.dwg, S321, Aug 23, 2024 10:12am, jdlong AUGUST 23, 2024 100% CONSTRUCTION DOCUMENTS
S-321
42 32 2243 33 23 13
31 21
Sep 11, 2024 - 10:30pm - Chris - K:\ENG\2023\23-8146\23-8146_E001 - GENERAL NOTES LEGEND ABBREVIATIONS.dwg CITY SPECIFICATION NO. DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPT 11, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
EXPIRES: 09/30/24
THOMA #23-8146
R
E
E
Y T M. E
C
F
NO. 20823
E L
TS O E AT
E
IS GER
EJ
T
FF
E
R
A
OR
L
T R I C
LI F CA
I A N
HOM
N
A
REE GI N
RO P D
NA
FESSIO L
CJ/JTTR
CHRIS JOSE
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
GENERAL ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS
E001
1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES,
STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWINGPUBLICATIONS:
A. ALL WORK SHALL COMPLY WITH 2020 NATIONAL ELECTRICAL CODE (NEC) AS AMENDED BY THE 2022 CALIFORNIA ELECTRICAL CODE (CEC), 2022CALIFORNIA BUILDING CODE (CBC), 2022 CALIFORNIA ENERGY CODE (CEnC), CALIFORNIA FIRE CODE (CFC), 2022 CALIFORNIA MECHANICAL CODE (CMC), 2022 CALIFORNIA GREEN BUILDING STANDARDS (CGBC), AND ADOPTED ORDINANCES.
B. AMERICANS WITH DISABILITIES ACT (ADA).
2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED.
CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.
3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION.
BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION.
4. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUITDESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES).
5. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING
THE CORRECTION OF ERROS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS.
GENERAL NOTES
A. FUSING: ALL FUSIBLE SAFETY DISCONNECT SWITCHES SHALL BE PROVIDED WITH DUAL-ELEMENT TIME DELAY TYPE FUSES SIZED AND RATED PER EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. VERIFY WITH EQUIPMENT NAMEPLATE BEFORE INSTALLATION.
B. INSTALL SEPARATE NEUTRALS FOR EACH 120V BRANCH CIRCUIT.
C. MOTOR OVERLOAD PROTECTION: WHERE REQUIRED BY NEC ARTICLE 430 PART C AND NOT SHOWN ON PLAN
OR PROVIDED INTEGRAL WITH EQUIPMENT, PROVIDE AND INSTALL THERMAL OVERLOAD PROTECTION FOR ALL MOTORS.
D. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD
VERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS, FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT.
E. ALL NEW OUTLETS MUST BE TAMPER PROOF.
F. ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS REQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9 (A) AND (B)
G. CEC 406.9(A) RECEPTACLES IN DAMP LOCATIONS: RECEPTACLES INSTALLED OUTDOORS IN A LOCATION
PROTECTED FROM THE WEATHER OR IN OTHER DAMP LOCATIONS SHALL BE AN ENCLOSURE FOR THERECEPTACLE THAT IS WEATHERPROOF WHEN THE RECEPTACLE IS COVERED (ATTACHMENT PLUG CAP NOT
INSERTED AND RECEPTACLE COVERS CLOSE)
H. CEC 406.9(B) RECEPTACLES OF 15 AND 20AMP, 125 AND 250 VOLTS INSTALLED IN A WET LOCATION SHALL
HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BEIDENTIFIED AS 'EXTRA-DUTY" OTHER LISTED PRODUCTS, ENCLOSURES, OR ASSEMBLIES PROVIDING WEATHERPROOF PROTECTION THAT DO NOT UTILIZE AN OUTLET BOX HOOD NEED TO BE MARKED "EXTRA DUTY"EXCEPTION: 15 AND 20AMP, 125 THROUGH 250 VOLT RECEPTACLES INSTALLED IN A WET LOCATION AND
SUBJECT TO ROUTINE HIGH-PRESSURE SPRAY WASHING SHALL BE PERMITTED TO HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHEN THE ATTACHMENT PLUG IS REMOVED.
RATED WALLS/ASSEMBLIES NOTES
ELECTRICAL SHEET INDEX
POWER NOTES
1. IN FIRE-RESISTANCE RATED WALLS, DETAIL THROUGH PENETRATIONS AND MEMBRANE PENETRATION PER CBC 714.4 AS NOTED BELOW:
A. STEEL, FERROUS OR COPPER PIPES MAY PENETRATE FIRE-RESISTANCE RATED WALLS, PROVIDED THE OPENING IS PROTECTED AS FOLLOWS: (CBC 714.4.1)
i. ITEM PENETRATING CONCRETE OR MASONRY WALLS IS A MAXIMUM 6 INCHES NOMINAL DIAMETER AND THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE INCHES,
CONCRETE, GROUT OR MORTAR IS PERMITTED WHERE IT IS INSTALLED THE FULL THICKNESS OF THE WALL OR THE THICKNESS REQUIRED TO MAINTAIN THE F IRE-RESISTANCE RATING; OR ii. WHEN THE ANNULAR SPACE IS PROTECTED WITH MATERIAL THAT MEETS ASTM E 119 OR UL 263.
B. PENETRATIONS SHALL BE FIRE-STOPPED BY A SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, AND SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL PENETRATED. (CBC 714.4.1.2) C. MEMBRANE PENETRATIONS OF MAXIMUM 2-HOUR FIRE-RESISTANCE RATED WALLS BY STEEL ELECTRICAL BOXES ARE PERMITTED, PROVIDED THAT EACH DOES NOT ESCEED 16 SQUARE INCHES IN AREA AND THE TOTAL AREA OF SUCH OPENING DOES NOT EXCEED 100 SQUARE INCHES FOR ANY 100 SQUARE FEET OF WALL AREA, AND THE SPACE BETWEEN THE WALL MEMBRANE AND THE BOX DOES NOT EXCEED 1
8 INCH. ADDITIONALLY, OUTLET BOXES ON OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES (CBC 714.4.2 EXCEPTION 1).
D. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL ARE PERMITTED,
PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE RATED ASSEMBLIES, AND THE SPACE BETWEEN THE WALL MEMBRANE AND THE BOX DOES NOT EXCEED 1/8 INCH UNLESS LISTED OTHERWISE. ADDITIONALLY, OUTLET BOXES ON OPPOSED SIDES OF THE WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. (CBC 714.4.2 EXCEPTION 2) E. A FIRE SPRINKLER SHALL BE PERMITTED TO BE UNPROTECTED PROVIDED SUCH SPACE IS COVERED BY A METAL ESCUTCHEON PLATE. (CBC 714.4.2 EXCEPTION 5)
F. WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR OPENINGS LARGER THAN THOSE MENTIONED ABOVE, THEY MUST BE QUALIFIED BY TEST IN ACCORDANCE WITH CBC 714.4.2 EXCEPTION 2.
2. IN FIRE-RESISTANCE HORIZONTAL ASSEMBLIES , DETAIL THROUGH PENETRATIONS AND MEMBRANE PENETRATION PER CBC 714.5 AS NOTED BELOW:
A. STEEL, FERROUS OR COPPER CONDUITS MAY PENETRATE FIRE-RESISTANCE RATED FLOOR ASSEMBLY WHEN THE ANNULAR SPACE IS PROTECTED WITH MATERIAL THAT MEETS ASTM E 119 OR UL 263 (CBC 714.5.1 EXCEPTION 1)
B. PENETRATING ITEMS, AS NOTED ABOVE, WITH A MAXIMUM 6 INCHES NOMINAL DIAMETER SHALL NOT
BE LIMITED TO THE PENETRATION OF A SINGLE FIRE-RESISTANCE RATED FLOOR ASSEMBLY, PROVIDED THAT THE AREA OF THE OPENINGS DOES NOT EXCEED 144 SQUARE INCHES IN ANY 100 SQUARE FEET OF FLOOR AREA. (CBC 714.4.1.1 EXCEPTION 1)
C. PENETRATIONS SHALL BE FIRE-STOPPED BY A SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479. THE SYSTEM SHALL HAVE AN F RATING AND T RATING OF NOT LESS THAN 1-HOUR BUT NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE FLOOR PENETRATED (CBC 714.5.1)
D. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL OUTLET BOXES ARE PERMITTED PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE RATED ASSEMBLIES, AND THE SPACEBETWEEN THE CEILING MEMBRANE AND THE BOX DOES NOT EXCEED 1/8 INCHESUNLESS LISTED OTHERWISE. (CBC 714.5.2 EXCEPTION 4)
E. A FIRE SPRINKLER SHALL BE PERMITTED TO BE UNPROTECTED PROVIDED SUCH SPACE IS COVERED BY A METAL ESCUTCHEON PLATE. (CBC 714.5.2 EXCEPTION 5)
3. JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED WALL, FLOOR OR FLOOR/CEILING ASSEMBLIES
AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED AN APPROVED FIRE-RESISTANT JOINT
SYSTEM WITH A FIRE-RESISTANCE RATING NOT LESS THAN THAT OF THE ASSEMBLY IN WHICH IT IS INSTALLED. PROVIDE DETAILS (CBC 7145.1)
4. FIRE DOORS AND FIRE-PROTECTION RATED GLAZING SHALL BEAR LABELS AS REQURIED BY CBC 716.2.9 AND 716.3.5.
5. FIRE DAMPERS SHALL BE THE MINIMUM FIRE PROTECTION RATING SPECIFIED IN CBC TABLE 717.3.2.1 FOR THE TYPE OF PENETRATION (CBC 717.3.2.1)
6. PROVIDE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND CEILING RADIATION DAMPERS SHALL BE PROVIDE AS PRESCRIBED IN CBC 717.
REFER TO SPECIFICATIONS 26 0519 FOR ADDITIONAL INFORMATION.
1. WIRE CONNECTORS SHALL BE MINIMUM 75 DEGREE CENTIGRADE RATED AND PROPERLY SIZED FOR THE NUMBER OF CONDUCTORS BEING CONNECTED, TERMINATED, SPLICED, ETC. ALL ABOVE GRADE
CONNECTORS SHALL BE SOLDERLESS LUG OR PLASTIC WIRE NUT TYPE, SCREW ON, PRESSURE CABLE TYPE (WIRE UT OR SPRING NUT TYPE) 600 VOLT, 105 DEGREE C, WITH SKIRT TO COVER ALL PORTIONS OF STRIPPED WIRES. CONNECTOR SHALL BE U.L. RATED FOR NUMBER AND SIZE OF CONDUCTORS BEING JOINED TOGETHER AS SPLICED.
2. WIRES AND CABLES FOR LINE VOLTAGE SYSTEM AND CONTROLS. WIRE AND CABLE SHALL BE COPPER, 600 VOLT RATED THROUGH OUT. CONDUCTORS 14AWG OT 10AWG, SOLID OR STRANDED. CONDUCTORS 8 AWGAND LARGER, STRANDED
3. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. MINIMUM SIZE FOR INDIVIDUAL CONDUCTORS SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON PANEL SCHEDULE OR PLANS. SIZE #8 AWG AND LARGER SHALL BE STRANDED CONDUCTOR. INDIVIDUAL CONDUCTORS SHALL BE INSULATED WITH TYPE, XHHW, THW, THHN/THWN 600 VOLT INSULATION UNLESS OTHERWISE NOTED.
4. PROPER INSULATION TYPE SHALL BE USED FOR THE PROPER ENVIRONMENTAL APPLICATION (I.E.
WATERPROOF, WET LOCATION, PLENUM TEMPERATURE RATED). ALL CONDUCTORS, WIRING CABLE WHERE
INSTALLED BELOW FLOOR, SLAB OR UNDERGROUND SHALL BE CONSIDERED WET LOCATIONS, AND SHALL BE RATED ACCORDINGLY. NON WATERPROOF CABLING IS NOT ALLOWED IN ANY BELOW GRADE OR WET APPLICATION.
5. GROUP THE COMMON NEUTRAL CONDUCTOR FOR MULTIPLE CIRCUITS WITH ITS ASSOCIATED UNGROUNDED CONDUCTORS WHEN CONTAINED IN THE SAME ENCLOSURE. CEC 200.4(B)
6. THE BRANCH CIRCUIT SERVING EMERGENCY LIGHTING AND POWER CIRCUITS SHALL NOT BE PART OF A MULTIWIRE BRANCH CIRCUIT. CEC 700.19.
CONDUCTORS AND CABLES
CONDUIT SYSTEMS NOTES
CONDUIT SYSTEMS USED ON THIS PROJECT SHALL BE AS FOLLOWS
1. PVC SCHEDULE 40 - underground/below slab with GRS elbows and risers tape wrapped).
2. ELECTRICAL METALLIC CONDUIT (EMT) - above grade/slab in building construction and where exposed above 8'-0" aff.
3. GALVANIZED RIGID STEEL (GRS) - where exposed below 8'-0" aff. and/or where subject to physical damage.
4. FLEXIBLE STEEL CONDUIT - above ceilings and/or concealed in building construction (seal tight flex required in exterior locations).
6. MC CABLE ALLOWED WITHIN WALLS AND ABOVE T-BAR CEILING.
REFER TO SECTION 260533 & 260500 OF SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONDUITS SHALL BEMINIMUM 3/4" UNLESS OTHERWISE NOTED. CONDUIT SIZES, WHERE NOT NOTED ON THE DRAWINGS, SHALL BE SIZED FOR MAXIMUM 40% FILL PER CEC 310-6.
ADDITIONAL CONDUIT REQUIREMENTS.
- ROUTE CONDUIT(S) BELOW GRADE OR ABOVE CEILING SO THAT WALL OUTLETS, DEVICES, AND CONDUITS IN ALL EXPOSED BRICK WALL LOCATIONS SHALL BE RECESSED MOUNTED INSIDE BRICK. LOCATE DEVICES AT CELL WITH REINFORCEMENT CENTER AT BRICK AND/OR ONE CELL OVER AWAY FROM JAMB. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR CMU WALL LOCATIONS SECTIONS, AND DETAILS. - REFER TO ELECTRICAL DETAILS FOR METAL PIPE PENETRATION THRU FIRE RATED WALL. PENETRATION OF FIRE-RESISTIVE WALLS AND FLOOR CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 714. - REFER TO ELECTRICAL DETAIL FOR DEVICE INSTALLATION FOR FIRE RATED WALLS.- NO CONDUITS OR PIPING IN ANY SPACE SHALL BE EXPOSED AT THE CEILING AND WALL (COORDINATE WITH ALL DISCIPLINES PRIOR TO CONSTRUCTION). LOCATE ALL CONDUIT WITHIN WALLS A. REFER TO LANDSCAPE DEMOLITION SHEETS FOR ADDITIONAL INFORMATION.
B. EQUIPMENT SHOWN TO BE REMOVED IS SHOWN FOR REFERENCE ONLY. INFORMATION WAS OBTAINED FROM ORIGINAL BUILDING DRAWINGS AND LIMITED FIELD INVESTIGATION AND MAY NOT REPRESENT ALLELECTRICAL DEMOLITION. FIELD VERIFY CONDITIONS AND DISCONNECT/REMOVE ALL EQUIPMENT ASREQUIRED TO MEET THE INTENT OF THAT SHOWN ON THE LIGHTING AND POWER/SIGNAL DRAWINGS.
C. ALL ELECTRICAL EQUIPMENT SHOWN ON DRAWING (OR REQUIRED) TO BE DEMOLISHED SHALL BE DISCONNECTED, REMOVED AND DISPOSED OF BY ELECTRICAL CONTRACTOR. NO EQUIPMENT (RACEWAYS,BOXES, CABLING, ETC.) SHALL BE ABANDONED IN PLACE AND COVERED BY NEW CONSTRUCTION.
D. SCHEDULE ANY OUTAGES WITH OWNER PRIOR TO DE-ENERGIZATION OF ANY BRANCH CIRCUITS OR FEEDERS.
A. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THISSPECIFICATION.
B. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT.
C. MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING. 3103
NUMBERED SHEET NOTES: REFERS TO NOTES ON SAME SHEET
AS REFERENCE
DETAIL REFERENCE:
Z = DETAIL DESIGNATION
X = SHEET NUMBER REFERENCE
Z
X
FEEDER SCHEDULE DESIGNATION
(EXAMPLE: 3103 = 310 AMPERE, 600V, 3 CURRENT CARRYING
CONDUCTORS, PREFIXES: 'M' INDICATES MEDIUM VOLTAGE, 'CO14' INDICATES CONDUIT ONLY, QUANTITY (1) AND SIZE (4"))
X
MECHANICAL SYSTEMS TAG
(REFER TO MECHANICAL SHEETS)
Y = UNIT TYPE
X = UNIT NUMBER
YX
SITE PLAN NOTES
SD D DUCT SMOKE DETECTORSD
HORN- AUDIBLE DEVICEVISUAL- VISUAL DEVICEMANUAL PULL STATIONEND OF LINE RESISTORHEAT DETECTORSMOKE DETECTOR B
H
BELL
P
AUDIBLE/VISUALFLOW SWITCHTAMPER SWITCH
F
AV
THV
(R)UCUGUON(TBR)TYPNICNLP POLEMSBMTTB(N) NEWABBREVIATIONS AMPEREAMP FUSE RATINGABOVE FINISH FLOORABOVE FINISH GRADEAMPERES INTERRUPT CAPACITYAMP SWITCH RATINGBELOW FINISH GRADECIRCUIT BREAKERCIRCUITCONDUITEXISTINGELECTRICAL CONTRACTOREXHAUST FANCA. ELECTRICAL CODE(E) IN (N) LOCATION(E) TO BE (R)FIRE ALARMFIRE ALARM CONTROL PANELGROUNDING CONDUCTORGENERAL CONTRACTORGROUNDGALVANIZED RIGID STEELMECHANICAL CONTRACTORISOLATED GROUNDGANGED WITH SWITCHMAIN CIRCUIT BREAKERLIGHTINGMAIN LUGS ONLYFUTURE (E) POWER HOMERUN
POWER/COMM.
SINGLE RECEPT.DUPLEX RECEPT.DUPLEX- HALF SWITCHEDDOUBLE DUPLEXSPECIAL CONFIGURATIONDUPLEX- FLOOR OUTLETLETTER ADJACENT INDICATESFIXTURE TYPE A
RECESSED FLUOR.SURFACE FLUOR.FLUOR. STRIP UONTRACK LIGHTDIRECTIONAL FLOODEXIT LIGHT- WALLEMERGENCY FIXTUREPOLE LIGHTPOLE LIGHT- DECORATIVETANDEM-WIRED LAMPS(ARROW INDICATES DIRECTION)EXIT LIGHT- CEILINGBOLLARD FA 2 DPST
OCCUPANCY SENSOR
W/THERMAL OVERLOADDUAL LEVEL SWITCHINGSWITCHLEG DESIGNATION
P W/PILOT LIGHT
KEY OPERATED
,a
OS
K
3-WAY4-WAYDIMMERTIMER SWITCH
DT34
MCMCBMLOIGGWSLTGGFIGNDGRSGFACPGC
CONDUIT STUB (W/MARKER)VERTICAL CONDUIT RUNFLEXIBLE CONNECTIONSURFACEMOUNT RACEWAY
SWITCHES
SPSTCONDUIT SEALLOW VOLTAGE LV
(E)(EXN)(EXR)(F)ECEF-#CECCKTCASBFGCB
NOTE: INTERPRET IN CONTEXT
LIGHT FIXTURES
CEILING SURFACEMOUNTWALL SURFACEMOUNTRECESSED DOWNLIGHTRECESSED WALLWASHPENDANT MOUNT NEW POWER HOMERUN (3 HOTS & NEUT SHOWN)EXISTING TO REMAIN
CONDUIT/WIRE
ISOLATED GROUND
E
NEW
AFFAFGAICA
UNDERGROUND AF
PHONE/DATA COMBO OUTLET
GFI GROUND FAULT CIRCUIT INTERRUPT
* MOUNTED ABOVE COUNTER* MOUNTED ABOVE COUNTER
FIRE ALARM CONTROL PANEL
RPS REMOTE POWER SUPPLY
C.O. CONDUIT ONLYPV PHOTOVOLTAIC
FIRE ALARM
J JUNCTION BOX
MAIN SWITCHBOARDNOT IN CONTRACTNIGHT LIGHTRELOCATE(D)TO BE REMOVEDTYPICALUNDERCABINETUNDERGROUNDVOLT AMPERESWATT, WIREWEATHERPROOF (NEMA 3R)UNLESS OTHERWISE NOTED
FUSIBLE SWITCH
Ø
GROUNDPHASETELEPHONE OUTLETDATA OUTLETSAFETY DISCONNECTTELEVISION OUTLET
MISCELLANEOUS
CIRCUIT BREAKER
T THERMOSTAT
MOTOR
TV
V VOLTWPVAW
SV SPEAKER/VISUAL
IDF INTERMEDIATE DISTRIBUTION FRAME
MDF MAIN DISTRIBUTION FRAME
SD CO SMOKE/CO DETECTOR
AP ACCESS POINT
DOUBLE DUPLEX, HALF SWITCHED
LEGEND
GROUND FAULT CKT INTERRUPTER
MAIN TELEPHONE TERMINAL BOARD
CONVENTIONS
SHEET NO. SHEET DESCRIPTION
E001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS
E002 ELECTRICAL DETAILS
E003 LEVEL 2 EV CAR CHARGER SPECIFICATIONSE004 ELECTRICAL SPECIFICATIONS E101 ELECTRICAL SITE PLAN
EXPIRES: 09/30/26
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BUILDING STRUCTURE
(N) INTERIOR CONDUITS TO
MATCH EXTERIOR PLAN AT
REAR/SIDE OF PORTABLE
(N) GRS CONDUIT(S) PER
PLAN
NEW LB CONDULET OR
CABINET PER PLAN
FINISHE GRADE
(N) CONDUIT PENETRATIONS.
CAULK OPENINGS AIRTIGHT
FROM WALL SURFACE TO
CONDUIT WITH
NON-HARDENING
ACOUSTICAL SEALANT BOTH
SIDES OF WALL.
PACK ANNULAR SPACE
COMPLETELY WITH MINERAL
FIBER. NO MULTIPLE
CONDUIT PENETRATIONS
ALLOWED. PACK AND CAULK
EVERY CONDUIT
INDIVIDUALLY.
Sep 11, 2024 - 10:30pm - Chris - K:\ENG\2023\23-8146\23-8146_E002 - ELECTRICAL DETAILS.dwg CITY SPECIFICATION NO. DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPT 11, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
EXPIRES: 09/30/24
THOMA #23-8146
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CJ/JTTR
CHRIS JOSE
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
ELECTRICAL DETAILS
E002
5 TYPICAL CONDUIT IN TRENCH, NON-TRAFFIC AREAS6 TYPICAL CONDUIT IN TRENCH, TRAFFIC AREA 6"
24"
MINIMUM 6" CRUSHED ROCK
6"
FINISHED GRADE
REINFORCED BOX EXTENSION,
AS REQUIRED
GROUT OPENING
ALTERNATE CONDUIT ENTRY
WHERE NUMBER OF BENDS IN
RUN ALLOWS
30"
MIN. CONDUIT DEPTH
MINIMUM INTERIOR BOX DEPTH
REINFORCED CONCRETE COVER
(TO SUIT APPLICATION) WITH
HOLD DOWN BOLTS (FROM
MANUFACTURER). LABEL
COVER AS REQUIRED.
TRAFFIC RATED (AS REQUIRED) PRECAST
REINFORCED CONCRETE BOX. SIZE PER PLANS.
SEAL AROUND CONDUIT, BOX AND
EXTENSION JUNCTION.
BELL END, SEAL
OR FOAM (TYP.)
SEAL OR
FOAM
NOTES:
1. PULL BOXES SHALL BE INTERMITTENT TRAFFIC RATED
(AS REQUIRED).
2. PULLBOXES CONSTRUCTED OF REINFORCED POLYMER
WITH TRAFFIC RATING IF REQUIRED ARE ACCEPTABLE.
CONDUIT RUN IS 150' GREATER
TOP OF SLAB/FINISH GRADEPVC
GRS, TAPE WRAPPED,
TO EQUIPMENT OR BOXTERMINATION
18" MIN AT SLAB
AND 24" MIN AT
FINISH GRADE CONCRETE
BLDG.
PAD/SOIL
GRS, TAPE WRAPPED
TOP OF ELBOW
FINISH GRADE
PVC ELBOW
PERMITTED
U.O.N
18" MIN
SOIL
GRS, TAPE WRAPPED,OR PVC COATED RISER
TO EQUIPMENT OR BOXTERMINATION
PVC
24" MIN OR AS
DEEMED BY
APPLICATION
WHICHEVER IS
GREATER
CONDUIT RUN IS
LESS THAN 150'
NOTES:
UNDERGROUND CONDUITS AND TRANSITION TO ABOVE GRADE/SLAB SHALL BE AS FOLLOWS:
1. PVC ELBOWS ALLOWED IF TOP OF ELBOW IS MINIMUM 18" BFG OR BELOW TOP OF SLAB, OTHERWISE GRS, TAPE WRAPPED, ELBOWS ARE REQUIRED.
2. GRS ELBOWS ARE REQUIRED IF CONDUIT RUN IS 150' GREATER.
3. GRS RISERS ARE REQUIRED FROM ELBOW BELOW GRADE TO EQUIPMENT (DEVICE, OUTLET, PANEL, CABINET, ETC.) ABOVE GRADE.
4. GRS ELBOWS/RISERS TO BE TAPED WRAPPED (1/2" LAPPED) TO 3" ABOVE FINISH GRADE OR TOP OF SLAB.
BELOW TOP
OF SLAB
GRS, TAPE WRAPPED,OR PVC COATED RISER
TO EQUIPMENT OR BOXTERMINATION
TOP OF SLAB
TOP OF ELBOW
PVC
PVC ELBOW
PERMITTED
U.O.N
4" 18" MIN
CONCRETE BLDG. PAD
CONDUIT RUN IS
LESS THAN 150'
12"
CAN VARYDIMENSION
12" MIN
2"
4"
2"
18" MIN
4" 8"
WHERE OCCURRING
(VERIFY SIZE AND QUANTITY)POWER CONDUITS
SPARE CONDUIT
DATA & SIGNALCONDUITS (VERIFYAC PAVING AND/OR CONCRETE
FINISHED GRADE
6"W ELECTRICAL
MARKING TAPE
(RED MYLAR, 6" MIN
WIDTH) & 6"W
COMMUNICATIONS
MARKING TAPE
(ORANGE MYLAR,
6" MIN WIDTH)
CONDUITS PER PLAN
2"
FEEDER OR COMMUNICATIONS2 SACK SLURRY TO 3" ABOVE CONDUIT
AS REQUIRED
2"
12" 4" 2"
WHERE OCCURRINGAC PAVING AND/OR CONCRETEFINISHED GRADE
JOINT TRENCH SINGLE TRENCH
SIZE AND QUANTITY)
6"W ELECTRICAL MARKING TAPE
(RED MYLAR, 6" MIN WIDTH) OR 6"W
COMMUNICATIONS MARKING TAPE
(ORANGE MYLAR, 6" MIN WIDTH),
DEPENDING ON UTILITY TYPE
NOTE:
- CONTRACTOR SHALL VERIFY MINIMUM SEPARATION FOR WATER AND GAS WITH MECHANICAL/PLUMBING ENGINEER PRIOR TO EXCAVATION.- CONDUITS SHOWN ARE TYPICAL. VERIFY EXACT NUMBER OF CONDUITS FROM SITE PLAN AND SINGLE LINE DIAGRAM.- REFER TO STRUCTURAL SHEETS FOR CONDUIT CLEARANCE REQUIREMENTS TO BUILDING FOOTINGS.- WHEN POWER IS NOT BELOW COMMUNICATIONS, 12" MIN. HORIZONTAL SEPARATION SHALL BE MAINTAINED FROM ALL OTHER NEW UTILITY CONDUITS. - REFER TO CEC TABLE 300.5 FOR CONDITIONS THAT MAY PERMIT LESS THAN 18" MINIMUM COVER. 18" MIN
12"
CAN VARYDIMENSION
12" MIN
2"
4"
2"
24" MIN
4" 8"
WHERE OCCURRING
(VERIFY SIZE AND QUANTITY)POWER CONDUITS
SPARE CONDUIT
DATA & SIGNALCONDUITS (VERIFYAC PAVING AND/OR CONCRETE
FINISHED GRADE
6"W ELECTRICAL
MARKING TAPE
(RED MYLAR, 6" MIN
WIDTH) & 6"W
COMMUNICATIONS
MARKING TAPE
(ORANGE MYLAR,
6" MIN WIDTH)
CONDUITS PER PLAN
2"
FEEDER OR COMMUNICATIONS2 SACK SLURRY MIX ABOVE CONDUITS
AS REQUIRED
2"
12" 4" 2"
WHERE OCCURRING
AC PAVING AND/OR CONCRETE
FINISHED GRADE
JOINT TRENCH SINGLE TRENCH
SIZE AND QUANTITY)
6"W ELECTRICAL MARKING TAPE
(RED MYLAR, 6" MIN WIDTH) OR 6"W
COMMUNICATIONS MARKING TAPE
(ORANGE MYLAR, 6" MIN WIDTH),
DEPENDING ON UTILITY TYPE
NOTE:
- CONTRACTOR SHALL VERIFY MINIMUM SEPARATION FOR WATER AND GAS WITH MECHANICAL/PLUMBING ENGINEER PRIOR TO EXCAVATION.- CONDUITS SHOWN ARE TYPICAL. VERIFY EXACT NUMBER OF CONDUITS FROM SITE PLAN AND SINGLE LINE DIAGRAM.- REFER TO STRUCTURAL SHEETS FOR CONDUIT CLEARANCE REQUIREMENTS TO BUILDING FOOTINGS.- WHEN POWER IS NOT BELOW COMMUNICATIONS, 12" MIN. HORIZONTAL SEPARATION SHALL BE MAINTAINED FROM ALL OTHER NEW UTILITY CONDUITS. 24" MIN
DRAIN BASE
SAND OR 2 SACKSLURRY
NATIVE SOIL BACKFILL
95% COMPACTION
NATIVE SOIL BACKFILL 95%
COMPACTION OR 2 SACK SLURRY
NATIVE SOIL BACKFILL
95% COMPACTION
NATIVE SOIL BACKFILL 95%
COMPACTION
2 SACK SLURRY TO 3"
ABOVE CONDUIT
2 SACK SLURRY TO 3"
ABOVE CONDUITS
2 SACK SLURRY TO 3"
ABOVE CONDUIT
3 TYPICAL PULL BOX, 24"X36" AND SMALLER4 TYP. UNDERGROUND CONDUITS AND TRANSITION ABOVE GRADE 1 SURFACE CONDUIT AT EXISTING BUILDING2 (E)"MSB" LOAD CALCULATIONS EXPIRES: 09/30/26
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Sep 11, 2024 - 10:30pm - Chris - K:\ENG\2023\23-8146\23-8146_E003 - LEVEL 2 EV CAR CHARGER SPECIFICATIONS.dwg CITY SPECIFICATION NO. DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPT 11, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
EXPIRES: 09/30/24
THOMA #23-8146
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CJ/JTTR
CHRIS JOSE
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
LEVEL 2 CAR EV CHARGER SPECIFICATIONS
E003
FURNISHED AND INSTALL NEW LEVEL 2 FROM CHARGEPOINT PER CITY OF SLO REQUIREMENTS. 50AMP DUALPORT, PEDESTAL MOUNT, 18FT CABLE WITH EMV CHIPREADER AND POWER MANAGEMENT KIT FOR LOAD
SHARING, BOLLARD CONCRETE MOUNTING KIT,
CHARGEPOINT ASSURE AND STATION ACTIVIATION ANDCONFIGURATION SOFTWARE AND SERVICE EXPIRES: 09/30/26 THOMA #23-8146
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Sep 11, 2024 - 10:30pm - Chris - K:\ENG\2023\23-8146\23-8146_E004 - ELECTRICAL SPECIFICATIONS.dwg CITY SPECIFICATION NO. DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPT 11, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
EXPIRES: 09/30/24
THOMA #23-8146
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CJ/JTTR
CHRIS JOSE
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
ELECTRICAL SPECIFICATIONS
E004
SECTION 26 0500 - COMMON WORK RESULTS FOR ELECTRICAL
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of this Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section Includes:
1. Materials and equipment shall be furnished and installed in support of electrical work described in these plans and specifications including but not limited to, raceways, boxes, enclosures, feeders,branch circuiting, supports, terminal cabinets, sleeves, gutters, panels, transformers, switchgear,lighting fixtures, controls, relays, contactors, in order to complete and make fully functional the systems described.
2. Raceways for all power and communications systems as shown and/or required. Duct banks shall include all trenching, racking, conduit, concrete, backfill, boxes, pads, substructures required for a fully developed and useable pathway for cables, conductors, as shown on site, etc.
3. Allocation of time to adequately train the Owner on the use and operation of all systems installed within the facility or on the property. Minimum two week advance notice shall be coordinated with the Owner and his representatives. Training shall be as outlined in individual system specifications identified to follow.
B. Related Sections Under Other Divisions:
1. Painting of electrical equipment where exposed and required by the Architect to be painted as described elsewhere in the specification.
2. Access Control and Security Camera System: Shall be installed by Owner's vendor. Contractor shall provide conduits, boxes, stubs to accessible ceilings.
1.3 SYSTEM DESCRIPTION
A. The electrical plans indicate the general layout and arrangement; the architectural drawings and field conditions shall determine exact locations. Field verify all conditions and modify as required to satisfy design requirements as well as code minimums. Maintain all required working clearances asdescribed in CEC Article 110 as well as other applicable articles.
B. Discrepancies shall be brought immediately to the attention of the Architect for clarification. The Architect shall approve any changes. Prior to rough-in, refer to architectural plans that shall take precedence over electrical plans with respect to locations.
C. Verify all power and communications utility company requirements prior to commencement of utility work. Make proper adjustments to the construction to satisfy the serving utility requirements if they differ from the construction documents. It shall be the Contractor's responsibility to contact each utility company for obtaining finalized utility design drawings and/or approval, and for schedulinginspection of utility infrastructure installations.
D. Charges imposed by the electric and communications utility companies shall be paid by Owner directly to utility companies.
1.4 SUBMITTALS AND SHOP DRAWINGS
A. Before construction, submit in (accordance with the General Conditions of this Specification) a complete list of all materials proposed to be furnished and installed under this section. Any material procured without review and approval of the engineer and/or owner's representative, will solely be at the contractor's risk.
B. Manufacturers' specifications, catalog cuts and shop drawings as required to demonstrate compliance with the specifications. Identify specific intended use for each component where submittal may be ambiguous. Submit entire bound submittal at one time; partial submittals will not be accepted.
At a minimum, submittals will be required for the following:
1. 20a/1p breaker.
2. Conduit including all fittings, etc.
3. Wiring and cable, terminations, etc.
4. Fire rating penetration materials, details, etc.
C. The intent of these specifications is to establish a standard of quality for materials and equipment. Therefore, some items are identified by manufacturer or trade name designation.
Substitutions shall be subject to the Architect's approval. Samples of the proposed and substitute materials may be required for inspection prior to approval. Costs, if any, for evaluation of substitutions shall be the Contractor's responsibility. The decision of the Architect shall be final. Where thesubstitution will affect other trades, coordinate all changes with those trades concerned and pay anyadditional costs incurred by them as a result of this substitution. Approval of substitutions shall not relieve the Contractor from providing an operational system in accordance with all applicable codes and ordinances.
1. Provide seismic details of seismic restraints and anchors; including number, size and locations for each piece of equipment.
1.5 DELIVERY, STORAGE AND HANDLING
A. Storage of equipment for the job is the responsibility of the Electrical Contractor and shall be scheduled for delivery to the site, as the equipment is required. Damage to the equipment delivered to the site or in transport to the job shall be the responsibility of the Electrical Contractor.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Materials shall be new and bear the label of or be listed by a nationally recognized testing laboratory. The quality and suitability of all materials shall conform to the standards and practices of this trade.
B. Supplied materials shall be of a current manufactured product line. Discontinued products are not acceptable. Where products are identified on the contract documents by part number, supply the current product model or series which meets the specification and intended use of the specifiedcomponent.
2.2 SUPPORTING DEVICES
A. Hangers: Kindorf B-905-2A Channel, H-119-D washer, C105 strap, 3/8" rod with ceiling flange.
B. Concrete Inserts: Kindorf D-255, cast in concrete for support fasteners for loads up to 800 lbs.
C. Pipe Straps: Two-hole galvanized or malleable iron.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Professionalism and appearance of installations shall be in accordance with accepted practices of this trade. Installation methods shall conform to manufacturers' specifications and recommendations. The Contractor shall man the job with qualified journeymen and helpers in this trade for the duration of the job. It is the Contractor's responsibility to communicate with and keep the job superintendent appraised of changes or clarifications, etc.
B. Employment of any person on any job in the capacity of an electrician is not permitted unless such person has qualified for and holds a valid Journeyman Electrician Pocket Card or General Journeyman Electrician Certificate issued by the State of California Division of Apprenticeship Standards except, Contractor may employ electrical helpers or apprentices on any job of electricalconstruction, new or existing, when the work of such helpers or apprentices is performed under the direct and constant personal supervision of a journeyman electrician holding a valid Pocket Cardaccepted by the State of California Division of Apprenticeship Standards.
1. Each Pocket Card carrying journeyman electrician will be permitted to be responsible for the quality of workmanship for a maximum of one helper or apprentice during any same time period, provided the nature of work is such that good supervision can be maintained and the quality of workmanship is the best, as expected by Owner and implied by the latest edition of the National Electrical Code.
2. Before each journeyman electrician commences work, deliver to Owner at the project site, a photocopy of the journeyman's valid Pocket Card.
C. Materials shall be installed in accordance with the manufacturers' specification and recommendations. They must conform to the approval AHJ adopted codes and standards, but not less than the 2019 CEC and all applicable codes and standards, including but not necessarily limited to California Code of Regulations Title 24, NFPA, National Electrical Manufacturers Association, ANSI,CBC, and any other adopted ordinances of applicable agencies having jurisdiction. Refer to general conditions of specifications.
D. Electrical Contractor shall lay work out in advance in order to avoid unnecessary cutting, chasing, and drilling of floors, walls, ceilings and other surfaces. Work of this nature shall be carefully done so as not to damage work already performed by other trades. Any damage which results must be properly repaired at no extra cost to the Owner. Such alterations shall not depreciate the integrity of the structure. Approval for cuts or penetrations in structural members shall be by the Architect.
E. Coordinate work with other trades as required to eliminate any delays during construction.
Coordinate changes with other prime contractors to avoid construction conflicts.
F. Engineer's Field Observation: Site visits during construction for field observations and reports will be conducted by electrical engineer when directed by the Architect. A list of items that need to be addressed will be submitted to the Architect for forwarding to the Contractor. A written response to all items shall be submitted for Owner's review once complete. When Electrical Engineeringrepresentative performs a field observation, the Electrical Contractor shall be present and available toremove equipment covers as needed.
G. Drawings of Record: Provide a full and accurate set of field record drawings marked up in a neat and understandable manner submitted to the Owner Representative, Construction Manager, or Architect upon completion of the work and prior to issuance of a certificate of completion. The drawings shall dimension all electrical facilities including but not limited to underground conduit, vaults, boxes as well as conduit routing scaled to within 12" of actual field conditions and shall be kept up to date on a daily basis reflecting changes or deviations. Electrical facilities shall be accurately drawn on the plan to scale. Refer to the general conditions of these specifications for additional requirements.
Record drawings shall be required to identify both horizontal and vertical dimensions to visible and fixed points such as concrete, asphalt, buildings, sidewalks, etc.
H. Identification: Provide engraved laminated plastic nameplates for all switchboards, panelboards, fire alarm terminal cabinets, telephone and cable television backboards, main devices, control panels, time clocks, contactors and safety disconnect switches accurately identifying each device. Labels shall be attached to the equipment by means of screws or rivets. Self-adhering labels will not be acceptable.
Refer to Section 26 0553, IDENTIFICATION OF ELECTRICAL SYSTEMS.
I. Safety: The Electrical Contractor is responsible to maintain equipment in a safe and responsible manner. Keep dead front equipment in place while equipment is energized. Conduct construction operations in a safe manner for employees as well as other work persons or anyone visiting the jobsite. Provide barriers, trench plates, flags, tape, etc. The Contractor shall hold all parties harmless of negligent safety practices that may cause injury to others on or near the job site.
J. Guarantees: Equipment and labor shall be guaranteed and warranted free of defects, unless otherwise stated to be more restrictive, for a period of one year from the date of final acceptance by the Owner. A written warranty shall be presented to the Architect at the time of completion prior to final acceptance. Equipment deemed to be damaged, broken or failed should be repaired or replaced at noadditional cost to the Owner. Materials or system requiring longer than a one-year warranty asdescribed herein shall be separately warranted in separate letters of guarantee stating the duration of warranty.
K. Operating and Installation Manuals: Provide two copies each of manuals, operating and installation instructions for equipment indicated in submittal packages. Instruct the Owner'srepresentative as to the operation and location of equipment necessary to allow them to operate the facility upon final acceptance. This instruction period shall be prearranged with the Owner's representative prior to occupancy of the facility and the weeks prior to training scheduled.
END OF SECTION 26 0500
SECTION 26 0533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of this Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Conduit and fittings.
2. Weatherproof outlet boxes.
3. Junction and pull boxes.
4. Cabinets, termination cabinets.
5. Gutters.
6. Concrete boxes and vaults.
B. Related Work:
1. Installation of all wire, cable, conductor, boxes/gutters, pull ropes, fiber optic cable raceway, conduit, innerduct, cable sleeve and duct as described on the plans and/or as specified here-in. This scope shallinclude pathways to be installed underground on site and offsite, underslab, above grade, both concealed and exposed, overhead concealed and exposed as appropriately applied. Raceways/boxes shall be installed inaccordance with their intended and allowed uses and as specified here-in whichever is more restrictive. Sizeand capacity of all raceway/boxes shall be as specified here-in or as depicted on the drawings, but shall not be less than that required by code. Larger raceway sizes may be specified than code would permit. The specifications shall govern.2. Listed products for termination, coupling, extending, benching supports of raceways shall be used.
3. Raceways/boxes described by this section shall include, but not be limited to, power for site utilities and lighting, site and building communications, controls, fire alarm, security, access control, sound systems, data system, energy management systems, power distribution, lighting, lighting controls, video, CATV, voice communications, intercom, nurse call, HVAC and other building low voltage/communications systems controls as may be required. Raceways, boxes and duct paths required for utility companies shall be installed per plans unless utility company requirements are more restrictive at which time those requirements shall takeprecedence.
4. Protection of and cleanliness of pathways and raceways must be assured during the construction process in order to eliminate the possibility of debris entering the conduit, duct, pathway resulting in decreased wire capacity and potential damage to installed conductors and cables.
5. Pathways are shown in a diagrammatic way and are generally accurate as to routing, however, it is the Contractor's responsibility as a means and methods process to coordinate with all other trades that require space within a building. The Contractor shall obtain approval for installation of raceways routing throughstructural footings, retaining walls, columns, beams, purlins, grade beams, etc.
6. It is the Contractor's responsibility to insure that all raceway and boxes systems penetrate fire assembliesand sound rated assemblies in an approved manner using the appropriate and listed products for the purpose.
7. Trenching and backfilling for all underground conduit systems installed by the Electrical Contractor shall be the responsibility of the Contractor. Conduits shall have minimum cover requirement of 36" below finish grade with the exception of site lighting conduits which may be 24" below finish grade minimum. More stringentdepth requirements may be imposed by the local agency and utility company and shall be adhered to, and / or this specification or as detailed on the plans. Joint trenching may be utilized where practicable and where permitted by this specification. Concrete, native material and sand shall be used as backfill material and shallbe compacted in accordance with and coordinated with the grading and site preparation requirements.
Conduits shall rest in a minimum of 4" bed of sand prior to backfill and compaction. Locations of existing underground (UG) utility systems shall be determined by calling Underground Service Alert (USA) at least 48hours prior to any excavation. Also refer to Section 26 0546.13, ELECTRIC UTILITY SYSTEMS.
8. Minimum conduit size shall be 1/2" except if plan shows or code requires larger size. Exception: Use minimum 3/4" for underslab and below grade applications outside of building exterior walls.
9. All electrical, control, communications systems shall be installed in [metallic] conduit system. This shall include but not be limited to all systems described in Section B.3 above, except for voice and data systems which shall be installed as described on these plans and as specified here-in but shall not be less than the recommendations of EIA/TIA standards.
10. All line voltage wiring within the building shall be installed in metallic conduit.11. All conduit, concrete pads, underground concrete or fiberglass substructures shall be furnished and installed with the approved materials and type for the application. Provide proper traffic control during construction as well as barriers and protection of all excavations and trenching.
12. Empty or future conduits shall be properly plugged with plastic caps or inserts with a 3/8" polyethylene pull rope. Plastic or "duct" tape will not be acceptable.
13. Exterior installations: After conductors are installed, seal conduit ends to prevent entrance of foreign material using pliable duct seal, caps or waterproof expanding foam.
14. All low voltage systems including intercom, fire alarm, public address, etc. shall be in dedicated conduit systems. Voice / Data and Direct Digital Control (DDC) systems for HVAC cabling shall be routed as specified in Section 27 1300, INTERCOMMUNICATIONS SYSTEMS and as recommended by EIA/TIA standards. It shall be the contractor's responsibility to provide raceway down walls to outlet boxes and to provide sleeves across inaccessible ceiling spaces.
15. Underground conduits entering building shall have the open end of conduit within building above the elevation of the conduit outside the building such that water cannot enter building through conduit. If such a condition exists, a pull box outside of building footprint shall be installed in conduit route before conduit enters building whereby top of pull box is below finish floor of building and moisture may exit box before enteringbuilding.
16. No single conduit run of any type shall exceed 300 degrees of radius bend from termination box to termination box.
17. Separate Raceway System: Provide a separate dedicated raceway system for each system installed, do not combine different systems into a raceway or cable tray system, unless otherwise noted or allowed.
18. Spare, Future Conduits: Conduits labeled conduit only, spare, or for future use, shall be provided with a pullrope, capped at each end, labeled as spare with destination marked, and turned over to the Owner in anunused state. Contractor shall not utilize these conduits for the installation of cabling or conductors as part of this scope of work. Contractor to verify and install at no additional cost to the Owner, additional conduits as required for the installation of the systems being installed.
19. Outlet System: Provide electrical boxes and fittings as required for a complete installation. Including but not limited to outlet boxes, junction boxes, pull boxes, bushings, locknuts, covers and all other necessary components.
20. Code Compliance: Comply with CEC as applicable to construction and installation of electrical boxes and fittings and size boxes according to CEC 312, 314 and 366 except as noted otherwise.
21. Outlets to be flush mounted: Maintain integrity of insulation and vapor barrier. Unless otherwise noted, flush mount all outlet boxes.
22. Provide putty pads of proper type around outlet boxes and/or as detailed on plan to meet sound transmission restrictions and fire ratings of walls.
1.3 SUBMITTALS
A. Provide Shop Drawings and Product Data for the Following Equipment:
1. Conduit and fittings.
2. Junction and pull boxes.
3. Cabinets, termination cabinets.
4. Gutters.
5. Concrete boxes and vaults.
6. Putty pads.
7. Raceways
1.4 REGULATORY REQUIREMENTS
A. Conform to requirements of the CEC, latest adopted version with amendments by local AHJs.
B. Furnish products listed by UL or other independent and nationally recognized testing firm.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Heavy wall Rigid Non-Metallic Conduit, shall be PVC schedule 40 manufactured in accordance with NEMA Standard TC-2, UL-651 and WC 1094A specifications.
B. Extra heavy wall non-metallic conduit, shall be PVC schedule 80 manufactured in accordance with NEMA Standard TC-2, UL-651 and WC 1094A specifications.
C. Galvanized Rigid Steel (GRS) conduit shall be hot dipped galvanized, zinc coated and shall comply with Underwriters Laboratories UL-6, ANSI Specification C-80.1 and Federal Specification WW-C-581E.D. Electrical Metallic Tubing (EMT) shall be zinc coated, with a protective coating applied to the inside surface and shall comply with Underwriter Laboratories UL-797 ANSI Specification C-80.3 and Federal Specification WW-C-563A.
E. Electrical Non-Metallic Tubing (ENT), shall be listed to requirements of U.L. 1653, in accordance with CEC Article 362, and meet requirements of BI National Standard CAN/CSA-C22.2 No. 227.1-U.L. 1653. ENT shall be rated for 90 degrees C conductors and shall be recognized for use in 2-hour fire resistance non-load bearing and load bearing wall assemblies. ENT shall be recognized for through-penetration firestop systems as classified to meet U.L. and ICC building codes.
F. Manufacturers:
1. Outlet Boxes: Bowers, Raco, Steel City or equal.
2. Weatherproof Outlet Boxes: Bell, Red Dot, [Carlon] or equal.
3. Floor Boxes: Wiremold/Walker, Hubbell, Steel City, or equal.
4. Junction and Pull Boxes: Circle AW, Hoffman, Wireguard or equal.
5. Box Extension Adapter: Bell, Red Dot, [Carlon] or equal.
6. Conduit Fittings: O-Z Gedney, Thomas & Betts, or equal.
7. Vaults: Christy, Brooks, Utility Vault or equal.
8. Putty pads: 3M, Hilti, or equal.9. Heavy wall rigid non-metallic conduit, Carlon, Certainteed, R&G Sloane or equal.
10. Extra heavy wall non-metallic conduit, Carlon, Certainteed, R&G Sloane or equal.11. Galvanized Rigid Steel (GRS) conduit shall be hot dipped galvanized, zinc coated and shall comply with Underwriters Laboratories UL-6, ANSI Specification C-80.1 and Federal Specification WW-C-581E.
12. Electrical Metallic Tubing (EMT) shall be zinc coated, with a protective coating applied to the inside surface and shall comply with Underwriter Laboratories UL-797 ANSI Specification C-80.3 and Federal Specification WW-C-563A.
13. Flexible Metal Conduit (FMC), Alflex, American Flexible Conduit or equal.14. Liquid tight flexible metal conduit, Anacanda (type UA), Electri-flex Liquatite or equal.15. Exterior In-Grade Boxes for Non-Utility Company, Precast concrete or polymer concrete, Utility Vault and Christy.
2.2 JUNCTION AND PULL BOXES
A. Construction: Provide galvanized sheet steel junction and pull boxes, with screw-on covers; of the type shape and size, to suit each respective location and installation; with welded seams and equipped with steel nuts, bolts, screws and washers.
B. Location:
1. Install junction boxes above accessible ceilings for drops into walls for receptacle outlets from overhead.
2. Install junction boxes and pull boxes as required to facilitate the installation of conductors and limiting the accumulated angular sum of bends between boxes, cabinets and appliances to 300 degrees.
3. Locations: Junction boxes shall be located only where necessary and only in equipment rooms, closets, and accessible attic and underfloor spaces. A horizontal distance of 24" shall separate outlet boxes onopposite sides of occupancy separation walls, fire-rated walls or partitions.
4. Labeling: Junction box covers shall be marked with indelible ink indicated the circuit numbers passing through the box.
2.3 EXTERIOR IN-GRADE BOXES FOR NON-UTILITY COMPANY USE SHALL BE:
A. Precast concrete or polymer concrete type with full bottoms and draining into gravel drywell. . Open bottom splice/pull boxes 24" x 36" and smaller shall be open bottom, with minimum 12" of gravel below for drainage.
B. Flushmount in hardscape and 1" above grade in softscape.
C. Provided with correct traffic type lid, i.e., full vehicular, intermediate incidental vehicular or pedestrian-rated as applicable stamped with "ELECTRIC", "LIGHTING", COMMUNICATIONS", etc. coveridentification as shown on the drawings or as applicable. All boxes or vaults located in streets, driveways, sidewalks wider than 8', and turf areas where mowing takes place shall be traffic rated.
D. Provided with brass hold-down bolts in cover.
E. Provided with necessary box extensions to gain proper depth.F. Seal all conduit in underground boxes with duct seal after conductors have been installed.
2.4 PUTTY PADS
A. Intumescent moldable firestop putty designed to protect electrical outlet boxes.
B. Designed to install around outside of outlet boxes.PART 3 - EXECUTION
3.1 INSTALLATION
A. Conduit systems listed below are for use in installations where they are permitted to be used by CEC and/or other occupancy restrictions. The below installation methods do not intend to suggest that these materials be installed in conflict with any applicable code. Special attention to applications shall be made inbuilding types such as Educational, Health Care, wet location, hazardous locations, assembly occupancy andmulti-story, but not limited to these. Requirements which are more restrictive than the CEC may be called forby the drawings and / or these specifications. These requirements must be adhered to. The Electrical Contractor shall be responsible to use the proper conduit system for the application. Exposed conduit is not allowed below ceilings or above slab of floor, without the permission and approval of the Architect. All conduits shall be concealed except in electrical and telecommunication rooms or where shown to be surface mounted.
Exposed conduit (where allowed) shall be run square and plumb with building lines in an approved manner.
Support roofmount conduits, where allowed, with minimum 12" wide redwood blocks set in mastic unless otherwise detailed in roof requirements or as specified in roofing specification, by the Architect. Strap conduits to blocks with proper sized conduit straps. Spacing of support shall be a minimum as provided for in the CEC.
All exposed conduit mounted below 8' above finished grade shall be strapped at a minimum of 5' spacing.
B. Non-Metallic Rigid Conduit shall be used in concrete slabs, below concrete slabs on grade, or underground outside of a building slab or foundation. Maintain minimum depth requirements and cover with appropriate fill material. Minimum 4" of bedding and cover of backfill material 1/4" size grain and smaller maximum. Conduit shall be heavy wall Schedule 40 or 80, rigid PVC only. Rigid utility P&C duct shall not be used in any application. Properly sized grounding conductors shall be installed per CEC article 250, in all non-metallic conduit branch circuit and feeder runs. PVC conduit shall be formed or field bent only with the use of properly approved bending tools such as to not decrease the internal bore of the conduit. All conduits shall be cut square and reamed of burrs. Approved and compatible glue shall be used on all PVC fittings to attain watertight joints. All non-metallic conduit runs over 150' in length and over 1 1/4" trade size conduit shall utilize galvanized rigid steel elbows.
C. Galvanized Rigid Steel (GRS) conduit shall be used where exposed less than 8'-0" above finished grade to 18" below finished grade and where subject to physical damage. Conduits shall be cut square and reamedto remove burrs and sharp edges. Strap conduit below 8' above grade at 5' intervals. Unless otherwise noted,threadless setscrew and threadless weathertight fittings may be used in lieu of threaded fittings. All threaded ends entering a junction box of any type shall require one locknut on the inside and one on the outside of theenclosure and be provided with a plastic bushing or grounding bushing where necessary for proper grounding.
Where exposed to moisture, a watertight hub or other approved method shall be required. All conduits shall be stubbed up straight and uniform into junction boxes, panels, cabinets, etc., and shall be (GRS) properlysupported and strapped. All GRS conduit located below grade, shall be tape wrapped.
D. Electrical Metallic Tubing (EMT) shall be used as allowed by code and as permitted by this specification.
It shall not be in contact with soil or the concrete slab on the ground floor of any structure. Connectors and couplings shall be [steel or diecast] [insulated/non-insulated] set screw type where installed in indoor dry locations not subject to moisture. Where the potential for moisture is present, compression type weathertight fittings are required. One hole conduit straps are permitted from 1/2" to 1" and two hole conduit straps are required for size 1 1/4" and larger. EMT shall not be allowed in areas subject to severe physical damage.
Install copper ground wire sized per CEC 250-122 in all EMT conduits.
E. where concealed in building construction or above dropped ceilings, but shall meet the following criteria:
No individual circuit path from distribution panel to last device shall exceed a cumulative length of 30' of flexible conduit from start to end. Flexible conduit shall not exceed a total directional change of 270 bending degrees inany one run between conduit terminations. Squeeze type or Jake type steel flex fittings of a grounding type are required. Flexible conduit must be supported in accordance with CEC. Where exposed to the weather,moisture, or spray down flexible conduit shall be of the liquidtight type. Fittings shall be manufactured for use with liquidtight flexible conduit. All motor connections shall be made with liquidtight flex. Flexible conduit may not be used where exposed except for last 2' of equipment connection and unless otherwise noted or approved.
A copper ground wire sized per CEC 250-122 shall be installed in all flexible conduit runs. Flexible conduit may not be used exposed. Weatherproof liquid tight conduit shall not be used at roof level for equipment connections with lengths exceeding 24" nor shall it be used to circumvent a rigid conduit system in a horizontal direction. Connect recessed lighting fixtures to conduit runs with a maximum of 6' of flexible metal conduit extending from junction box to fixture. "Master" "Slave" fixtures are permitted to use manufactured flexiblecable of longer dimension up to 12' between "Master" and "Slave" only and only as a U.L. listed systemcomponent.
F. Underground conduits and transition to above grade/slab shall be as follows:
1. PVC elbows allowed if top of elbow is minimum 18" BFG or below top of slab, otherwise GRS elbows are required.
2. GRS elbows are required if conduit run is 150' or greater.
3. GRS risers are required from elbow below grade to equipment (device, outlet, panel, cabinet, etc.) above grade.
4. GRS elbows/risers to be PVC coated or 10 MIL taped wrapped (1/2" lapped) to 3" above finish grade ortop of slab.
G. Conduit Supports: Conduit runs may be supported by one-hole and two-hole straps or supports as manufactured by Unistrut, Minerallac, Caddy or equals. Supports may be fastened by means of anchors, shields, beam clamps, toggle bolts, or other approved methods appropriate for the application and size of conduit. Pipe nailers (J-hooks) may only be used for 1" conduit and smaller and only in wood frameconstruction. Conduit support methods are subject to review by the engineer and authority having jurisdiction for adequacy. Installations deemed inadequate shall be corrected by the contractor at no cost to the Owner.
H. Bends and offsets shall be made with approved tools for the type of conduit being utilized. Bends shall be made without kinking or destroying the smooth bore of the conduit. Parallel conduits shall be run straight and true with bends uniform and symmetrical. Minimum radii shall be per CEC 344-24.
I. Conduit Stub-outs below grade shall be capped with plastic cap, and identified by placing a pull box marked with correctly identified utility such as "Elec", "Tel", etc. Dimension for exact location on field record drawings. Provide lids for proper field application (i.e. traffic, incidental, pedestrian).J. Conduit Seals: Where below grade conduits enter structure through slab or retaining wall of building or basement, seal the inside of each conduit as follows:
1. Provide damming material around conductors 3" into conduit.
2. Fill 3" of conduit with 3M #2123 sealing compound.
3. Wrap conductors where they exit the conduit with 3M #2229 "Scotch Seal" mastic tape. Lap tape to approximate diameter of the raceway and wrap outside of conduit opening with (minimum) one turn.
4. Use conduit sealing bushings type CSB (O-Z/Gedney) or equal.
5. Empty conduits shall be sealed with standard non-hardening duct seal compound and then capped to prevent entrance of moisture and gases and to meet fire resistance requirements.
6. Provide cable drip loop minimum 12" high.
K. Marker tape: Place plastic yellow marker tape at 12" below finish grade along and above buried conduits.Label tape "CAUTION: ELECTRICAL LINES BELOW" or similar wording.L. Electrical and communications systems raceways routed underground shall not occupy the same trench as plumbing utilities such as sewer, water, storm drain, gas or other wet or dry gaseous utility system. A minimum of 12" of undisturbed earth is required. Where utilities must cross in closer proximity to each other due to physical constraints, 6" minimum crossing distances are allowed, however 18" on all sides of a utility crossing must be concrete encased.
M. Duct bank defined here-in shall be four or more conduits in a common trench, conduit spacers and saddles shall be required in all trenches where more than two conduits over 2" in diameter travel in the same trench. Proper spacing between systems as outlined above shall be required and spacers shall be located each 5' (maximum) along trench route from point to point.
N. Conduits, routed below footings, slabs, grade beams, columns, and other structural elements shall be installed in strict compliance with structural details and criteria shown on structural plans. Clearances below structural elements and sleeves through structural elements must be carefully planned to avoid conflict and must be approved by the structural engineer if conflict arises.
O. All conduit or raceways passing through fire rated walls, floors, or ceilings shall be installed with a listed penetration method which protects the opening to the same rating as the assembly and is non hardening.
P. Expansion Joints
1. Conduits 3" and larger, that are secured to the building structure on opposite sides of a building expansion joint, require expansion and deflection couplings. Install the couplings in accordance with the manufacturer's recommendations.
2. Provide conduits smaller than 3" with junction boxes on both sides of the expansion joint. Connect conduits to junction boxes with sufficient slack of flexible conduit to produce 5" vertical drop midway between the end. All conduit shall have a copper green grounding bonding conductor installed.
Q. Seismic Joints
1. At seismic joints, provide conduits rigidly secured to the building structure on opposite sides of a building expansion joint with junction boxes or approved fittings, on both sides of the joint. Connect conduits to junction boxes with sufficient slack flexible conduit such that these slack conduits are 1 1/2 times the distance between conduit ends. Flexible conduit shall have a copper green ground bonding jumper installed.
R. Location: Locate boxes and conduit bodies so as to ensure accessibility of electrical wiring.
S. Anchoring: Secure boxes rigidly to the substrate upon which they are being mounted, or solidly embed boxes in concrete or masonry.
T. Special Application: Provide weatherproof outlets for locations exposed to weather or moisture.
U. Knockout Closures: Provide knockout closures to cap unused knockout holes where blanks have been removed.
V. Coordinate all electrical device locations with the architectural floor plan and interior and exterior elevations to prevent mounting devices within elements that they may conflict such as cabinetry, mirrors, planters, etc.
W. Size outlet and junction boxes to minimum wire fill space requirements. Upsize box as required to allow ease of wire installation and device installation.
X. Outlet and junction boxes in fire rated walls shall be gauged and spaced so as not to exceed the maximum penetration allowed by the assembly without compromising the fire rating. If a conflict arises relative to a specific condition, the contractor shall follow the requirements of the fire authority and ask for guidance from the design team. At no time should a larger box be installed prior to resolution of conflict.
END OF SECTION 26 0533
EXPIRES: 09/30/26
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SD SD SD SD
SD SD
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SD SD SD SD
SD
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9 1
E-002
11 8
2 1
5 E-002
2 3
(E)PANEL "B"
8 4
7 S
E
(TBR)(E)
J
13 J J
17 5
1816
3 E-002 6
TYP.
12 10
14 15 15
19 6
E-002
20 5
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HOSE BIB
TW=236.26
BEHIND WALL=226.31
TW=236.30/234.95
BEHIND WALL=226.00
TW STEP = 234.91/234.14
BEHIND WALL=224.36
TW=234.52
BEHIND WALL=224.16
TW=234.49/233.12
BEHIND WALL=224.17
TW=233.09/231.12
BEHIND WALL=223.78
TW=231.12/TOP WD FNC=233.84
BEHIND FNC=223.78
TOP WD FNC=233.86/233.40
BEHIND FNC=227.26
TOP WD FNC=233.28
BEHIND FNC=227.26
TOP WD FNC=232.83/232.38
BEHIND FNC=226.73
TOP WD FNC=231.54
BEHIND FNC=225.69
TOP WD FNC=232.41
BEHIND FNC=226.71
TOP WALL=232.69/235.64
BEHIND WALL=236.00
TOP WALL=232.37
BEHIND WALL=??
TOP WALL=236.72
BEHIND WALL=236.72
TOP WALL=237.31
BEHIND WALL=237.31
TOP
WALL=237.22/238.16
BEHIND WALL=232.51
TOP
WALL=238.16/239.24
BEHIND WALL=232.51
TOP
WALL=239.21/240.52
BEHIND WALL=232.55
TOP
WALL=240.53/240.87
BEHIND WALL=234.67
TOP
WALL=240.87/241.86
BEHIND WALL=236.86
EG/FW = 231.50'
EG/FW = 230.95'
EG/FW = 229.14'
EG/FW = 229.07'
EG/FW = 228.89'
EG/FW = 228.28'
EG/FW = 227.80'
EG/FW = 227.16'
EG/FW = 227.20'
EG/FW = 226.48'
EG/FW = 225.44'
EG/FW = 224.65'
EG/FW = 229.07'
EG/FW = 230.64'
EG/FW = 230.82'
EG/FW = 231.22'
EG/FW = 232.04'
EG/FW = 233.23'
EG/FW = 236.29'
EG/FW = 238.71'
EG/FW = 240.00'
WALNUT ST.
SANTA ROSA ST.
WALNUT ST.
ELEC
SANTA ROSA ST
WALNUT ST
HWY 101
(E) "MSB"
Sep 11, 2024 - 10:30pm - Chris - K:\ENG\2023\23-8146\23-8146_E101 - ELECTRICAL SITE PLAN.dwg CITY SPECIFICATION NO. DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
AS NOTED
SEPT 11, 2024
2504-05-PS23
2000577-02
90% CONSTRUCTION DOCUMENTS
1106 WALNUT FENCING IMPROVEMENTS
EXPIRES: 09/30/24
THOMA #23-8146
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CHRIS JOSE
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
REFERENCE NOTES
ENLARGED ELECTRICAL SITE PLAN
E101
1 ENLARGE PLAN AT ROLLING GATE
SCALE: 1/4" = 1'-0"
1. PROVIDE CONNECTION TO MOTORIZED GATE PER MANUFACTURER INSTALLATION INSTRUCTIONS. VERIFY REQUIREMENTS WITH GATE SUPPLIER.
2. NEW 3/4"C (PVC40) STUB(S) FOR LOOP DETECTORS. COORDINATE WITH GATE CONTRACTOR.
3. STANCHION MOUNT KEYPAD. PROVIDE 3/4"C.O BETWEEN MOTORIZED GATE AND KEYPAD VIA PULL BOX. WIRES BY GATE CONTRACTOR.
4. NEW 3/4"C (PVC 40) W/ (2) #12 THWN AND (1) #12 COPPER GROUND [120V BRANCH CIRCUIT] TO PANEL "B". PROVIDE NEW 20A/1P BREAKER TOMATCH EXISTING AND UPDATE PANEL SCHEDULE.
5. REMOVE EXISTING BRANCH CIRCUIT BETWEEN PULL BOX AND
PANELBOARD, THEN RE-PULL EXISTING AND NEW TO CONDUCTORS AND RE-TERMINATE TO BREAKERS. HOMERUN TO EXISTING PANEL "B"
6. PROVIDE TWO 11"X17" PULLBOXES FLUSH IN GRADE. LABEL ONE "SIGNAL" AND ONE "ELECTRICAL"
7. NEW 2" (PVC40) FOR ACCESS CONTROLLER AT KEYPAD LOW VOLTAGE WIRING BY OWNER'S VENDOR.
8. NEW 2"C (PVC40) FOR SECURITY CAMERA WIRING BY OWNER'S VENDOR.
9. WALL MOUNT LB PER DETAIL AND STUB COMMUNICATION CONDUITS TO ACCESSIBLE SPACE ABOVE 1ST FLOOR AND EXTEND FEEDER CONDUIT TO "MSB".
10. POTHOLE TO EXPOSE EXISTING BRANCH CIRCUIT BETWEEN PULL BOX AND EXISTING POLE LIGHT. PRIOR TO DEMOING THE ROAD FOR THE
ROLLING GATE, INTERCEPT EXISTING CONDUIT AND EXTEND NEW BRANCH CIRCUIT CONDUIT TO NEW PULL BOX. EXTEND EXISTINGBRANCH CIRCUIT TO MATCH EXISTING.
11. NEW 1"C (PVC40) BETWEEN PULLBOX AND PILASTER. PLUMB CONDUIT TO PILASTER FOR FUTURE SECURITY CAMERA WIRING. COORDINATE WITH LANDSCAPE ARCHITECT..
12. EXISTING ELECTRICAL PULL BOX FOR SITE LIGHTING. CONDUITS RUN TO PANEL "B".
13. NEW 3
4"C FOR SENSOR WIRING. REFER TO SHOP DRAWING FOR EXACT
LOCATION PRIOR TO ROUGH-IN.
14. STUB 2"C (PVC 40) TO 8" ROUND PULL BOX FOR FUTURE SECURITY CAMERA.
15. EXISTING BRANCH CIRCUIT TO EXISTING POLE LIGHT TO BE PROTECTED.
16. CONNECT TO PEDESTAL MOUNT CHARGING STATION. PROVIDE 6" DEEP X 24" SQUARE CONCRETE BASE. COORDINATE WITH MANUFACTURER
INSTALLATION FOR ANCHOR BOLT REQUIREMENTS PRIOR TO
ROUGH-IN. ENSURE THE CONDUITS ARE PLUMB.
17. EXISTING LIGHT TO BE REMOVED. INTERCEPT EXISTING BRANCH CIRCUIT CONDUIT AND PROVIDE NEW 8" ROUND PULL BOX.
18. EXISTING LIGHT TO REMAIN. PROTECT EXISTING BRANCH CIRCUIT CONDUITS.
19. NEW (PVC 40) FEEDER CONDUIT FOR EV CHARGER PER SINGLE LINE DIAGRAM.
20. NEW 1" (PVC 40 BRANCH CIRCUIT CONDUIT) TO POWER THE EXISTING POLE LIGHT. RE-ROUTE EXISTING BRANCH CIRCUIT AND EXTEND.
NORTH
SCALE:
OVERALL ELECTRICAL SITE PLAN
1" = 40'-0"
1 -
2 (E) "MSB" SINGLE LINE DIAGRAM
(E) "MSB"
M
PRIMARY SECONDARY
800A BUS, 120/208V, 3 PHASE 4 WIRE
(E)
(E)PRIM (E)(SEC)
(E)TRANSFORMER T-578
2 (E) 800A
3P, MAIN
(N)
80A
2P
1 (N) LEVEL 2
EV CHARGER
3 L = 200 FT REFERENCE NOTES
1. PROVIDE NEW CIRCUIT BREAKER TO MATCH EXISTING.
2. PG&E METER #1006927320. REFER TO DETAIL 2/E-002 FOR LOAD DEMAND FOR ADDED LOAD.
3. PROVIDE AND INSTALL NEW LEVEL 2 EV CHARGER. SEE SITE PLAN NOTE 16 ON THIS SHEET FOR LOCATION. INSTALL PER MANUFACTUREREQUIREMENTS AND PROVIDE ALL ACCESSORIES AND CONCRETE BASE FOR A FULLY WORKING SYSTEM. REFER TO TO SHEET E003 FOR SPECIFICATION. PROVIDE WITH POWER MANAGEMENT KIT FOR
POWER SHARING. PROGRAM OUTPUT TO 40AMP (8.32KW) SO LOADDOES NOT INCREASE THE 800A SERVICE. OUTPUT CAN BE MODIFIED TO MAX LOAD AFTER A 30DAY RECORDING HAS BEEN ESTABLISHEDTO VERIFY THE EXISTING DEMAND LOAD AT THE THE BUILDING.
4. 1-1/2"C WITH (2)#4 THWN & (1)#8 CU GROUND
DETAIL 2
DETAIL 1
4 EXISTING PANEL "B"
ROUTE NEW 1-1/2" CONDUIT
(EMT) ABOVE T-BAR
CEILING. REFER TO SINGLE
LINE DIAGRAM. INSTALL
24"SQ X 4" DEEP TERMINAL
CABINET
EXISTING METER SWITCHGEAR "MSB"EXISTING PANEL "A"
EXISTING PG&E
TRANSFORMER
-
E-003
EXPIRES: 09/30/26
THOMA #23-8146
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SPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
1106 Walnut Fencing Improvements
Specification No. 2000577-02
November 2024
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
1106 Walnut Fencing Improvements
Specification No. 2000577-02
Approval Date: November 12, 2024
<<Engineer of Record Stamp>>
<<Signature Date>>
Signature and Date
TABLE OF CONTENTS
NOTICE TO BIDDERS ..................................................................................................... I BID SUBMISSION ...................................................................................................................................... I BID DOCUMENTS .................................................................................................................................... II PROJECT INFORMATION ........................................................................................................................ II QUALIFICATIONS .................................................................................................................................... III AWARD .................................................................................................................................................... IV ACCOMMODATION .................................................................................................................................. V BID FORMS .................................................................................................................... A BID ITEM LIST FOR 1106 WALNUT FENCING IMPROVEMENTS, SPECIFICATION NO. 2000577-02 ................................................................................................................................................................... A LIST OF SUBCONTRACTORS ................................................................................................................ C PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT .............................................................. D PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE ......................................................... D PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ................................................................. D LABOR CODE SECTION 1725.5 STATEMENTS ................................................................................... D NON-COLLUSION DECLARATION .......................................................................................................... F BIDDER ACKNOWLEDGEMENTS .......................................................................................................... G QUALIFICATIONS .................................................................................................................................... H ATTACH BIDDER'S BOND TO ACCOMPANY BID ................................................................................... I SPECIAL PROVISIONS .................................................................................................. 1 DIVISION I GENERAL PROVISIONS ....................................................................................................... 1 1 GENERAL ........................................................................................................................................... 1 3 CONTRACT AWARD AND EXECUTION ........................................................................................... 1 4 SCOPE OF WORK ............................................................................................................................. 2 5 CONTROL OF WORK ........................................................................................................................ 2 8 PROSECUTION AND PROGRESS ................................................................................................... 2 9 PAYMENT ........................................................................................................................................... 2 DIVISION III EARTHWORK AND LANDSCAPE ....................................................................................... 3 20 LANDSCAPE AND IRRIGATION ..................................................................................................... 3 DIVISION V SURFACING AND PAVEMENTS ......................................................................................... 3 39 ASPHALT CONCRETE .................................................................................................................... 3 DIVISION VIII MISCELLANEOUS CONSTRUCTION ........................................................................... 4 73 CONCRETE CURBS AND SIDEWALKS ......................................................................................... 4 77 LOCAL INFRASTRUCTURE ............................................................................................................ 4 DIVISION X ELECTRICAL WORK ............................................................................................................ 4 86 ELECTRICAL .................................................................................................................................... 4 DIVISION XII BUILDING CONSTRUCTION ............................................................................................. 4
99 BUILDING CONSTRUCTION ........................................................................................................... 4 DIVISION XIII APPENDICES .................................................................................................................... 4 APPENDIX A - FORM OF AGREEMENT ....................................................................... 0 APPENDIX B – TECHNICAL SPECIFICATIONS ..............................................................
APPENDIX C – CITY COMMUNICATION CABLING STANDARDS .................................
APPENDIX D – STRUCTURAL CALCULATIONS ............................................................
APPENDIX E - CHARGERPOINT SITE DESIGN GUIDE ................................................
APPENDIX F – CHARGERPOINT CONSTRUCTION SIGN OFF FORM .........................
NOTICE TO BIDDERS
i
NOTICE TO BIDDERS
BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works Administration Office located at 919 Palm Street, San Luis Obispo, California 93401, until 11:00 a.m. on December 12, 2024
at which time they will be publicly opened and read aloud. Public bid opening may also be viewed via Microsoft Teams video conference and conference call. In person attendance of the bid opening will be permitted in adherence to social distancing measures. Use the following link:
or join by phone with this number: (209)645-4165 with Conference ID:XXXXXXXX Submit bid in a sealed envelope plainly marked:
1106 Walnut Fencing Improvements, Specification No. 2000577-02 Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered.
By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents.
All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions.
Each bid must be accompanied by either a:
1. certified check
2. cashier's check
3. bidder's bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract.
The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid.
All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ii
Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code.
The award of the contract, if awarded, will be to the lowest responsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids.
Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects.
BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals No printed copies are available for purchase at the City office.
Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer.
Contact the project manager, Sandra Golonka at 805-781-7239 the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued.
PROJECT INFORMATION
In general, the project consists of site improvements for the construction of a new fence, security pickets on existing fencing and a security gate.
The project estimated construction cost is $470,000.
Contract time is established as 60 working days.
The fixed liquidated damages amount is established at $500 per day for failure to complete the work within the contract time.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iii
In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
There will be a MANDATORY walkthrough on November 27, 2025, at 11 am. Prime contractors wishing to submit a bid proposal are required to attend and sign in at the meeting. Bidders must meet City Staff at 1106 Walnut Street in San Luis Obispo, California.
QUALIFICATIONS
You must possess a valid Class A or B Contractor's License at the time of the bid opening.
You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code.
You must have experience constructing projects similar to the work specified for this project. Provide three similar reference projects completed as either the prime or subcontractor. All referenced projects must have been completed within the last five years from this project’s bid opening date.
One of the three reference projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor.
Two of the three referenced projects must include construction of a security fence.
One of the referenced projects must be for a fence with an electrical gate.
Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive.
The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions.
The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the
1. knowledge
2. experience,
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iv
3. or is otherwise not responsible as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City.
Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders.
It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award.
Protests must be filed no later than five working days after either:
1. bid opening date
2. notification of rejected bid.
Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.
Valid protests must contain the following information:
1. the reasons for the protest
2. any supporting documentation
3. the ruling expected by the City to remedy the protest.
Any protest not containing all required information will be deemed invalid and rejected.
The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered.
The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination.
If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.
Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request.
AWARD
The lowest bidder will be determined using the TOTAL PROJECT BID.
As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-1.05 of the Standard Specifications.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
v
You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263.
ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact Allie Genard at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781- 7107. Requests should be made as early as possible in the bidding process to allow time for accommodation.
BID FORMS
A
BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together.
THE UNDERSIGNED, agrees that they have carefully examined:
1. the location of the proposed work
2. the plans and specifications
3. read the accompanying instructions to bidders
and propose to furnish all:
1. materials
2. labor
to complete all the required work satisfactorily in compliance with
3. plans
4. specifications
5. special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR 1106 WALNUT FENCING IMPROVEMENTS, SPECIFICATION NO. 2000577-02
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 1 15 Demolition of Existing
Improvements LS 1 ---
2 15 Clear and Grub LS 1 ---
3 5 Construction Surveying LS 1 ---
4 99 Construction Fencing LS 1 ---
5 7 OSHA Compliance for Trenching LS 1 ---
6 99 Gate Operator and Sensors LS 1 ---
7 17 Grading LS 1 ---
8 73,90 Concrete Curb and Gutter LF 7
9 73,90 Concrete Curb LF 28
10 73.90 Curb at Rolling Gate LF 55
11 73,90 Mow Curb LF 92
12 84 Curb Paint Red LF 14
13 20 Bike Rack EA 1
14 80 7’ Decorative Picket Fence LF 16
15 80 8’ Decorative Picket Fence LF 57
16 80 6’ Decorative Picket Fence LF 66
BID FORMS
BID FORMS
B
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 17 80 4’ Decorative Picket Fence LF 131
18 80 3’ Decorative Picket Fence LF 72
19 80 2’ Decorative Picket Fence LF 186
20 80 Decorative Picket Gate EA 1
21 80 Decorative Rolling Gate EA 1
22 20 CMU Wall and Pilasters
Foundation LS 1 ---
23 80 Razor Wire and Brackets LF 110
24 (S) 86 Electrical and Communication Improvements LS 1 --- 25 73,90 Asphalt SF 180
26 73,90 Concrete SF 75
27 20 Decorative Rock Mulch SF 627
28 86 Install Conduit LS 1 ---
29 (S) 99 EV Charger EA 1
30 (S) 99 ChargePoint Compliance LS 1 ---
31 (S) 99 ChargePoint Coordination/Startup
LS 1 ---
32 20 Planting – Shrub Area SF 295
33 20 Sod Replacement SF 600
34 20 Irrigation LS 1 ---
Total Project Bid = (Base Bid) $
Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work.
(S) Specialty item per Section 5-1.13A SUBCONTRACTING, General of the Standard Specifications. (F) final pay item per Section 9-1.02A
BID FORMS
BID FORMS
C
LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work. Subcontracting must not total more than fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard specifications.
For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed.
NOTE: If there are no subcontractors, write “NONE” and submit with bid.
Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.
BID FORMS
BID FORMS
D
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.
NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preceding two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board.
LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination that is
BID FORMS
BID FORMS
E
under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means.
Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works.
Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
BID FORMS
BID FORMS
F
NON-COLLUSION DECLARATION
I, , declare that
I am of ,
the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
Executed on , 20 , in __
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
(Signature and Title of Declarant)
(SEAL)
Subscribed and sworn to before me
this _______day of _________, 20_____
Notary Public
Company Name:____________________
BID FORMS
BID FORMS
G
BIDDER ACKNOWLEDGEMENTS
By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in all contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.)
The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of San Luis Obispo.
Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration Date .
The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City.
Signature of Bidder
(Print Name and Title of Bidder)
DIR– Public Works
Registration No:
Business Name (DBA):
Owner/Legal Name:
Indicate One:
Sole-proprietor
Partnership
Corporation
List Partners/Corporate Officers:
Name Title
Name Title
Name Title
Business Address
Street Address
Mailing Address
City, State, Zip Code
Phone Number
Fax Number
Email Address
Date
BID FORMS
BID FORMS
H
QUALIFICATIONS
Failure to furnish complete reference information ON THIS FORM, as specified in this project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional information may be attached but is not a substitute for this form.
Reference Number 1
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
and did this project include security
fencing construction activity? Yes □
No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 2
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
and did this project include security
fencing construction activity? Yes □
No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 3
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
and did this project include electric
security fencing construction activity?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
BID FORMS
BID FORMS
I
ATTACH BIDDER'S BOND TO ACCOMPANY BID
Know all men by these presents:
That we ____________________________________________, AS PRINCIPAL, and _______________________________________________________, AS SURETY, are held and firmly bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden ______________________________________________________________________ to construct ___________________________________________________________________ (insert name of street and limits to be improved or project) dated _____________________ is accepted by the City of San Luis Obispo, and if the above bounden _______________________________________________________, his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.
Bidder Principal:
Signature Date
Title:
Surety:
Bidder's signature is not required to be notarized. Surety's signature must be notarized.
Equivalent form may be substituted
(Rev. 6-30-14)
SPECIAL PROVISIONS
1 SPECIAL PROVISIONS
ORGANIZATION
Special provisions are under headings that correspond with the main section heading of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications. Any paragraph added or deleted by a revision clause does not change the paragraph number of the Standard Specifications for any other reference to a paragraph of the Standard Specifications.
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:
The work must be done in compliance with the City of San Luis Obispo, Department of Public Works:
1. 1106 Walnut Fencing Improvements Special Provisions
2. City of San Luis Obispo Standard Specifications and Engineering Standards – 2020 edition
3. State of California, Department of Transportation Standard Specifications and Standard Plans – 2015 edition
In case of conflict between documents, governing ranking must comply with section 5-
1.02 of the City of San Luis Obispo’s Standard Specifications. All work must conform to these Special Provisions and appendices, project plans, and the most current Building Codes. In the event of a conflict, the more stringent requirement shall apply.
Failure to comply with the provisions of these sections is a material breach of contract:
1. Sections 5 through 8 of the Standard Specifications
2. Section 12 through 15 of the Standard Specifications
3. Section 77-1 of the Standard Specifications
4. Section 81 of the Standard Specifications
5. authorized working hours
6. OSHA compliance
3 CONTRACT AWARD AND EXECUTION
Add Section 3-1.18B CONTRACT EXECUTION, Building Permit 3-1.18B Building Permit
The contractor must obtain a no-fee building permit from the Community Development Department. All requirements of the building permit shall be applied to the project. The contractor is responsible for coordinating inspection with the building division for the project. Request for the inspection must be scheduled 72 hours in advance of the required inspection.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
2 4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:
Comply with the provisions of Sections 5,7,15,17,20,49,73,80,84,86,90,99 for general, material, construction, and payment specifics. Refer to these Special Provisions including Appendix B Supplemental Technical Specifications for modifications to the above Sections.
5 CONTROL OF WORK
Replace Section 5-1.32 AREAS FOR USE with:
Contractor shall be allowed to use area for parking, staging, and construction within the property limits.
Contractor shall install and maintain temporary rigid 6’ minimum high chain link or other rigid work site construction fencing throughout the project.
Contractor will not be allowed the use of the 1106 Walnut toilet facilities. During construction, the contractor shall secure and maintain portable sanitary facilities in acceptable condition from the beginning of work until completion.
8 PROSECUTION AND PROGRESS
Add to Section 8-1.3 PRECONSTRUCTION CONFERENCE:
Provide a level 1 schedule of values for all lump sum bid items. 9 PAYMENT
Add to Section 9-1.01 GENERAL:
Work as specified in these specifications and as shown on the Plans for which no separate payment is provided for in the Bid Item List will be considered a subsidiary obligation of the Contractor and the cost thereof shall be included in the applicable Contract prices for the item to which the work applies.
The following additional Bid Item descriptions are included for those atypical bid items not fully covered in the Standard Specifications:
BID ITEM 29 – EV CHARGER - Payment for this lump sum bid item shall be made on a percentage basis based on the lump sum amount of the bid item. Work shall include purchase and installation of the EV charger per plans in compliance with ChargePoint Site Design Guide (Appendix E) provided, completed by a certified ChargerPoint Installer.
Installer must provide a ChargePoint certificate. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.
BID ITEM 30 – CHARGERPOINT COMPLIANCE - Payment for this lump sum bid item shall be made on a percentage basis based on the lump sum amount of the bid item.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
3 Work shall include coordination with ChargePoint to ensure timely delivery of charger and related hardware. Installation must be performed in accordance with the ChargePoint Installation Guide (Appendix E). This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.
BID ITEM 30 – CHARGERPOINT COORDINATION AND COMMISSIONING - Payment for this lump sum bid item shall be made on a percentage basis based on the lump sum amount of the bid item. Work shall include coordination with ChargePoint’s technical team for system integration, confirmation of charger connectivity, and coordination with the commissioning of the ChargerPoint EV chargers. Contractor shall comply with and provide the ChargePoint Construction Sign Off Form (Appendix F) to the City prior to scheduling ChargePoint for commissioning. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work.
Add to Section 9-1.02A MEASUREMENT, General:
Unless otherwise specified, payment for items of work identified in the Bid Item List shall be as specified in the City of San Luis Obispo Standard Specifications, Caltrans 2015, and as directed by the Engineer. The contract unit prices paid for each bid item shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the work and no additional payment will be made.
Add to Section 9-1.03 PAYMENT SCOPE:
Any item of work that does not have separate bid item is considered included in the project cost of work and no additional compensation will be paid.
DIVISION III EARTHWORK AND LANDSCAPE
20 LANDSCAPE AND IRRIGATION
Add to Section 20-5.03A(3)(c) INERT GROUND COVERS AND MULCHES, GeneralSummary:
Mulch to be applied to all planting areas as shown in plans. Mulch in planting areas shall be 3” depth rock mulch. Contractor shall provide sample for approval. Mulch shall be free of weed seeds or substances injurious to plant growth. Materials: 3/8” California Gold gravel mulch, Central Coast Landscape Products, or approved equal.
DIVISION V SURFACING AND PAVEMENTS
39 ASPHALT CONCRETE
Replace Section 39-1.01A GENERAL, Summary:
Hot Mix Asphalt (HMA) shall be Type A, ½” maximum aggregate.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
4 DIVISION VIII MISCELLANEOUS CONSTRUCTION
73 CONCRETE CURBS AND SIDEWALKS
Add to Section 73-1.01 GENERAL:
Concrete removal must be per Section 73-1.03A and City Standard Detail 4910. 77 LOCAL INFRASTRUCTURE
Add to Section 77-1.03B TRENCH CONSTRUCTION, General with:
The contractor shall anticipate the minimum of one water service, one gas service and one sewer lateral for each property. The sewer lateral locations are unknown and the repair of the sewer laterals shall be factored into the payment for the mainline being installed. Water and gas services will be marked by Underground Service Alert or USA.
DIVISION X ELECTRICAL WORK
86 ELECTRICAL
Add to Section 86-1.01 GENERAL:
For construction specifications of electrical items, the Electrical Plans shall take precedent over the State Standard Specifications. Refer to Electrical Sheets of the Plan Set and to Technical Specifications included in Appendix B.
DIVISION XII BUILDING CONSTRUCTION
99 BUILDING CONSTRUCTION
Add to Section 99-1.01 GENERAL:
See Appendix B for Technical Specifications for the project.
See Appendix C for City Communication Cabling Standards for the Project.
See Appendix D for Structural Calculations
See Appendix E for ChargePoint Site Design Guide
See Appendix F for ChargePoint Construction Sign Off Form
DIVISION XIII APPENDICES
Add to Section 100-1.01 APPENDICES:
Refer to Appendix B: Technical Specifications for the project.
Refer to Appendix C: City Communication Cabling Standards for the Project.
Refer to Appendix D: Structural Calculations
Refer to Appendix E: ChargePoint Site Design Guide
Refer to Appendix F: ChargePoint Construction Sign Off Form
APPENDIX
APPENDIX
0 APPENDIX A - FORM OF AGREEMENT
THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County, California (hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor).
WITNESSETH:
That the Owner and the Contractor for the consideration stated herein agree as follows:
ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of
NAME OF PROJECT, SPEC NO.
in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated.
It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives.
ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows:
Item
No.
Item Unit of
Measure
Estimated
Quantity
Item Price
(in figures)
Total
(in figures)
1. 2.
3. BID TOTAL: $ .00
Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract.
Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive.
APPENDIX
APPENDIX
1 ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached:
1. Notice to Bidders and Information for Bidders
2. Standard Specifications and Engineering Standards
3. Special Provisions, any Addenda, Plans and Contract Change Orders
4. Caltrans Standard Specifications and Standard Plans 2015
5. Accepted Bid and Bid Bond
6. List of Subcontractors
7. Public Contract Code Sections 10285.1 Statement
8. Public Contract Code Section 10162 Questionnaire
9. Public Contract Code Section 10232 Statement
10. Labor Code Section 1725.5 Statements
11. Bidder Acknowledgements
12. Qualifications
13. Non-collusion Declaration
14. Agreement and Bonds
15. Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.
The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.
However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In
APPENDIX
APPENDIX
2 instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City.
ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written.
CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Whitney McDonald,
Interim City Manager
APPROVED AS TO FORM CONTRACTOR:
Name of Company
________________________________ By:________________________________ J. Christine Dietrick
City Attorney
Name of CAO/President
Its: CAO/PRESIDENT
(2nd signature required if Corporation):
By:________________________________
Name of Corporate Officer
Its: ____________________
APPENDIX
APPENDIX
3 APPENDIX B – TECHNICAL SPECIFICATIONS
Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Table of Contents
09-20-2024 Page 1
Table of Contents
DIVISION 01 - GENERAL REQUIREMENTS
01 2500 Substitutions
01 3300 Submittals
01 4000 Quality Control
DIVISION 03 - CONCRETE
03 1000 Concrete Forming and Accessories
03 2000 Concrete Reinforcing
03 3000 Cast-in-Place Concrete
DIVISION 04 - MASONRY
04 2000 Unit Masonry
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 3119 Decorative Metal Fences and Gates
32 3313 Site Bicycle Racks
Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 01 2500
01 2500 Substitutions
09-04-2024 Page 1 of 3
Section 01 2500
Substitutions
PART 1 - GENERAL
1.01 "Or Equal" Substitutions
A. Requests for substitution of materials shall be completed in accordance with City of San Luis Obispo Standard Specifications Section 6-1.05.
1. One Product Specified: Unless the Specifications state that no substitution is permitted, whenever in the Contract Documents any specific article, device, equipment, product, material, fixture, patented process, form, method, or type of construction is indicated or specified by name, make, trade name, or catalog number, with or without the words ³or equal´, such specification shall be deemed to be used for the purpose of facilitating description of material, process, or article desired and shall be deemed to be followed by the words ³or equal´. Contractor may, unless otherwise stated, offer any material, process, or article, which shall be substantially equal or better in every respect to that so indicated or specified and will completely accomplish the purpose of the Contract Documents.
2. Two or More Products Specified: When two or more acceptable products are specified for an item of the Work, the choice will be up to the Contractor. Contractor shall utilize the same product throughout the Project. If a timely substitution request as set forth in Section
1.02.A. is not provided and an ³or equal´ substitution is requested, the Owner may consider the substitution only if the product specified is no longer commercially available. a. The burden of proof as to the equality of any material, process or article shall rest with the Contractor, and the Contractor shall submit all data substantiating a request for an ³or equal´ substitution item as provided in Section 3400 of the Public Contract Code, Specification Section 01 3300 and other specific sections of the specifications prior to Award of Contract.
1.02 Request for Substitutions
A. Substitute Request Form: Requests for substitutions of products, materials, or processes other than those specified must be made on the Substitution Request form attached. Requests must be submitted fourteen (14) calendar days prior to the date of the Bid Opening to be considered. An addendum will be issued seven (7) calendar days prior to Bid Opening, identifying all equipment and materials deemed equivalent to those specified and approved by the Architect.
B. Substitution Request Content: A substitution request must constitute a representation that the subcontractor/general contractor:
1. Has investigated proposed product and determined that it is equal in quality and serviceability of the specified item.
2. Will provide the same warranty for the substitution as for the specified product.
3. Will coordinate installation and make changes to other work, which may be required for the work to be complete with no additional cost to General Contractor / Owner.
4. Will be acceptable in consideration of the required design and artistic effect.
5. Will require no excessive or more expensive maintenance including adequacy and availability of replacement parts.
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Job Number: 2504-05-PS23 Section 01 2500
01 2500 Substitutions
09-04-2024 Page 2 of 3
6. Waives claims for additional costs or time extension, which may subsequently become apparent.
7. Will reimburse Owner for review or redesign services by the Architect and re-approval fees by authorities, agencies, or the Owner.
C. Substitution Submittal Procedure:
1. Contractor shall furnish four (4) copies of the requested information sufficient to determine whether the proposed substitution is equivalent including, but not limited to, all drawings, specifications, samples, performance data, calculations, and other information as may be required to assist the Architect and the Owner in determining whether the proposed substitution is acceptable.
2. The final decision shall be the Owner¶s. Owner may condition its approval of the substitution upon delivery to Owner of an extended warranty or other assurances of adequate performance of the substitution.
3. If the Substitution is Permitted: The Contractor shall be solely and directly responsible for fitting approved substituted material and equipment into the available space in a manner acceptable to the Owner and for the proper operation of the substituted equipment with all other equipment with which it may be associated. The Contractor shall bear all costs of meeting the above requirements for presenting a proposed substitution, and if the substitution is accepted, the Contractor must bear all costs involved including costs of Construction Manager¶s, Architect¶s, and Engineer¶s services required in adapting the substituted material or equipment to the installation to the complete satisfaction of the Owner.
PART 2 - PRODUCTS - NOT USED
PART 3 - EXECUTION - NOT USED
End of Section 01 2500
Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 01 2500
01 2500 Substitutions
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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 01 3300
01 3300 Submittals
09-04-2024 Page 1 of 2
Section 01 3300
Submittals
PART 1 - GENERAL
1.01 Submittals
A. Submittals shall be provided in accordance with City of San Luis Obispo Standard Specification Section 5-1.23.
PART 2 - PRODUCTS - NOT USED
PART 3 - EXECUTION - NOT USED
End of Section 01 3300
Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 01 3300
01 3300 Submittals
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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 01 4000
01 4000 Quality Control
09-04-2024 Page 1 of 2
Section 01 4000
Quality Control
PART 1 - GENERAL
1.01 Quality Control
A. Quality Control shall be completed in accordance with City of San Luis Obispo Engineering Standards and Standard Specifications and Caltrans Standard Specifications. See Section 5 for Control of Work and Appendix J for the City's Quality Assurance Program.
PART 2 - PRODUCTS - NOT USED
PART 3 - EXECUTION - NOT USED
3.01 TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.
Do not permit tolerances to accumulate.
B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding.
C. Adjust products to appropriate dimensions; position before securing products in place.
END OF SECTION 01 4000
Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 01 4000
01 4000 Quality Control
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Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 1000
03 1000 Concrete Forming and Accessories
09-04-2024 Page 1 of 6
Section 03 1000
Concrete Forming and Accessories
PART 1 GENERAL
1.01 Section Includes
A. Formwork for cast-in-place concrete, with shoring, bracing and anchorage.
B. Installation of items to be embedded in concrete, such as anchor bolts, inserts, embeds, and sleeves.
C. Openings for other work.
D. Form accessories.
E. Form stripping.
1.02 Related Requirements
A. Section 03 2000 - Concrete Reinforcing.
B. Section 03 3000 - Cast-in-Place Concrete.
1.03 Reference Standards
A. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary; 2019 (Reapproved 2022).
B. ACI PRC-347 - Guide to Formwork for Concrete; 2014 (Reapproved 2021).
C. ACI SPEC-117 - Specification for Tolerances for Concrete Construction and Materials; 2010 (Reapproved 2015).
D. ACI SPEC-301 - Specifications for Concrete Construction; 2020.
E. PS 1 - Structural Plywood; 2023.
1.04 Submittals
A. See Section 01 3300 - Submittals, for submittal procedures.
B. Product Data: Provide data on void form materials and installation requirements.
C. Keep an accurate record of the dates of removal of forms, form shores and reshores, and furnish copies to the SEOR.
Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 1000
03 1000 Concrete Forming and Accessories
09-04-2024 Page 2 of 6
1.05 Quality Assurance
A. Comply with the pertinent provisions of 01 4000 - Quality Requirements B. Construct forms according to ACI PRC-347, "Guide to Formwork for Concrete," and conforming to tolerances of ACI SPEC-117, "Specifications for Tolerances for Concrete Construction"
1.06 Delivery, Storage, and Handling
A. Comply with pertinent provisions of 01 6000 - Product Requirements delivering materials in a timely manner to ensure uninterrupted progress.
B. Store prefabricated forms off ground in ventilated and protected manner to prevent deterioration from moisture.
PART 2 PRODUCTS
2.01 Formwork - General
A. Provide concrete forms, accessories, shoring, and bracing as required to accomplish cast-inplace concrete work.
B. Design and construct concrete that complies with design with respect to shape, lines, and dimensions.
C. Comply with applicable state and local codes with respect to design, fabrication, erection, and removal of formwork.
D. Comply with relevant portions of ACI CODE-318, ACI PRC-347, and ACI SPEC-301.
2.02 Wood Form Materials
A. Softwood Plywood: PS 1, B-B Medium or High Density Concrete Form Overlay, Class I, grade marked, not mill oiled.
B. Lumber: DF species; WCLIB Construction grade or better, WWPA No. 1 grade or better; with grade stamp clearly visible.
2.03 Formwork Accessories
A. Form Release Agent: Capable of releasing forms from hardened concrete without staining or discoloring concrete or forming bugholes and other surface defects, compatible with concrete and form materials, and not requiring removal for satisfactory bonding of coatings to be applied.
1. Composition: Colorless, reactive, water-based or solvent-based compound.
2. Do not use materials containing diesel oil or petroleum-based compounds.
3. VOC Content: In compliance with applicable local, State, and federal regulations.
Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 1000
03 1000 Concrete Forming and Accessories
09-04-2024 Page 3 of 6
PART 3 EXECUTION
3.01 Examination
A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings.
3.02 Earth Forms
A. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete. Sides of all footings and grade beams shall be formed, unless the member detail provides at least 3" clear cover to reinforcement and indicates the member is cast against earth. Remove formwork prior to backfilling operations.
3.03 Erection - Formwork
A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI SPEC-301.
B. Rigidly construct forms to prevent mortar leakage, sagging, displacement or bulging between studs. Use clean, sound, approved form material, coated with specified materials only, not oil.
Provide backing on all plywood joints.
C. Coat forms with the specified resin coating, not form oil. Construct forms to exact shapes, sizes, lines and dimensions required to obtain level, plumb, and straight surfaces. Provide openings, offsets, keys, reglets, anchorages, recesses, moldings, chamfers, blocking, screeds, drips, bulkheads, and all other required features. Make forms easily removable without hammering or prying against concrete. Space forms apart with metal spreaders. Construct forms to accurate alignment, locations and grades, and provide against sagging, leakage of concrete mortar, or displacement occuring during and after placing of concrete. Coordinate installation of inserts and anchors in forms according to shop drawings and requirements for work of other sections.
D. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to overstressing by construction loads.
E. Corners and angles: Provide 3/4" x 3/4" beveled chamfer strips for all exposed concrete corners and angles square unless indicated otherwise.
F. Reglets and Rebates: Form required reglets and rebates to receive frames, flashing and other equipment. Obtain required dimensions, details, and precise positions for work to be installed under other sections and form concrete accordingly.
G. Form Joints: Align joints and make watertight. Keep form joints to a minimum. Fill joints to produce smooth surfaces, intersections, and arises. Use polymer foam or equivalent fillers at joints and where forms abut or overlap existing concrete to prevent leakage of mortar.
H. Recesses, Drips, and Profiles: Provide smooth milled wood or pre-formed rubber or plastic shapes of types shown and required.
Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 1000
03 1000 Concrete Forming and Accessories
09-04-2024 Page 4 of 6
I. Cleanouts and Cleaning: Provide Temporary openings in all wall forms and other vertical forms for cleaning and inspection. Clean forms and surfaces to receive concrete prior to placing.
J. Re-Use: Clean and Recondition form material before re-use.
3.04 Application - Form Release Agent
A. Apply form release agent on formwork in accordance with manufacturer's recommendations.
B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items.
C. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings that are affected by agent. Soak inside surfaces of untreated forms with clean water.
Keep surfaces coated prior to placement of concrete.
3.05 Inserts, Embedded Parts, and Openings
A. All necessary pipe sleeves, anchors, or other required inserts shall be accurately installed as part of the work of other sections, according to Specification Section 03 30 00, Section 1.3.B for submittal requirements related to this scope.
B. Obtain approval before framing openings in structural members that are not indicated on drawings.
C. Provide formed openings where required for items to be embedded in passing through concrete work.
D. Locate and set in place items that will be cast directly into concrete.
E. Conduits or pipes:
1. Locate so as not to reduce strength of the concrete
2. Do not place pipes, other than conduits, in a slab 4-1/2" thick or less in any case. Conduit buried in a concrete slab shall not have an outside dimension greater than 1/3 the slab thickness nor be placed below the bottom reinforcing or over the top reinforcement.
3. Sleeves: Pipe sleeves may pass through the slab or walls if not exposed to rusting or other deterioration and are of uncoated or galvanized iron or steel. Provide sleeves of diameter large enough to pass any hub or coupling on pipe, including any insulation.
4. Conduits may be embedded in walls only if the outside diameter does not exceed 1/3 the wall thickness, are spaced no closer than 3 diameters on centers and not impair the strength of the structure.
5. Clusters of Conduits
a. Clusters of conduits embedded in a concrete slab shall not exceed 6 conduits per cluster and each conduit per cluster shall be spaced as per the above requirements.
Conduit clusters exceeding this requirement shall be reviewed and approved by the Structural Engineer of Record prior to installation of the conduits. b. If more than one conduit cluster is required in a specific area of the slab, routing and spacing of the clusters shall be reviewed and approved by the structural engineer of record prior to installation of the conduits.
Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 1000
03 1000 Concrete Forming and Accessories
09-04-2024 Page 5 of 6
c. At no time shall the quantity and routing of clusters of conduits impair the strength of the concrete construction.
F. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other work.
G. Install accessories in accordance with manufacturer's instructions, so they are straight, level, and plumb. Ensure items are not disturbed during concrete placement.
H. Install waterstops in accordance with manufacturer's instructions, so they are continuous without displacing reinforcement. Heat seal joints so they are watertight.
I. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain.
J. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces.
3.06 Form Cleaning
A. Clean forms as erection proceeds, to remove foreign matter within forms.
B. Clean formed cavities of debris prior to placing concrete.
3.07 Formwork Tolerances
A. Construct formwork to maintain tolerances required by ACI SPEC-117, unless otherwise indicated.
B. Deflection: Limit Deflection of forming surfaces from concrete pressure to L/240.
C. Finish Lines: Position formwork to maintain hardened concrete finish lines within following permissible deviations.
1. Variation from Plumb:
In 10'-0" 1/4 inch
In any story or 20'-0" 3/8 inch
In 40'-0" or more 3/4 inch
2. Variation from Level or Grades Indicated
In 10'-0" 1/4 inch
In any story or 20'-0" 3/8 inch
In 40'-0" or more 3/4 inch
3. Cross-Sectional Dimensions
a. Minus 1/4 inch
b. Plus 1/2 inch
3.08 Field Quality Control
A. An independent testing agency will perform field quality control tests, as specified in Section 01 4000 - Quality Requirements.
Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 1000
03 1000 Concrete Forming and Accessories
09-04-2024 Page 6 of 6
B. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and to verify that supports, fastenings, wedges, ties, and items are secure.
3.09 Form Removal
A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and all superimposed loads as determined by testing field cured cylinders, but not sooner than specified in ACI PRC-347 Section 3.6.2.3. Load supporting forms may be removed when concrete has attained 75 percent of required 28 day compressive strength, but no sooner than 3 days, provided construction is reshored. Vertical formwork for cast in place concrete walls may be removed no sooner than 1 day following concrete placement, provided that the contractor can demonstrate that no sloughing or sagging of concrete will occur.
1. Reshore structural members as specified per ACI PRC-347.
2. Remove formwork progressively so unbalanced loads are not imposed on the structure.
3. Avoid damage to concrete surfaces during removal.
4. Remove formwork in same sequence as concrete placement to achieve similar concrete surface coloration.
END OF SECTION 03 1000
Job Name: 1106 Walnut Fencing Improvements
Job Number: 2504-05-PS23 Section 03 2000
03 2000 Concrete Reinforcing
09-04-2024 Page 1 of 4
Section 03 2000
Concrete Reinforcing
PART 1 GENERAL
1.01 Section Includes
A. Reinforcing Steel for Concrete Foundations
B. Reinforcing Steel for Concrete Slabs on Grade
C. Supports and accessories for steel reinforcement.
1.02 Related Requirements
A. Section 03 1000 - Concrete Forming and Accessories.
B. Section 03 3000 - Cast-in-Place Concrete.
1.03 Reference Standards
A. ACI SPEC-301 - Specifications for Concrete Construction; 2020.
B. ACI 315 - Manual of Standard practice for Detailing Reinforced Concrete Structures; 2011.
C. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement; 2022.
D. ASTM A706/A706M - Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement; 2022a.
E. ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete; 2022.
F. AWS D1.4/D1.4M - Structural Welding Code - Steel Reinforcing Bars; 2018, with Amendment (2020).
G. CRSI (DA4) - Manual of Standard Practice; 2023.
H. CRSI (P1) - Placing Reinforcing Bars, 10th Edition; 2019.
1.04 Quality Assurance
A. Comply with the pertinent provisions of 01 4000 - Quality Requirements B. Perform work of this section in accordance with ACI SPEC-301.
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1.05 DELIVERY STORAGE AND HANDLING
A. Comply with pertinent provisions of 01 6000 - Product Requirements delivering materials in a timely manner to ensure uninterrupted progress.
B. Bundle bars, tag with identification, and transport and store so as not to damage any material.
Use metal tags indicating size, length and other marking shown on placement drawings.
Maintain tags after bundles are broken
C. Avoid exposure to dirt, moisture or conditions harmful to reinforcement.
1.06 EXTRA MATERIAL
A. Provide an allowance of an additional 10% of the total reinforcing steel tonnage in addition to the quantities shown on the drawings. This additional steel shall be installed in sizes and locations as directed by the structural engineer.
PART 2 PRODUCTS
2.01 Reinforcement
A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi).
1. Deformed billet-steel bars.
2. Unfinished.
3. Only to be used for conditions where bars will not be welded.
B. Reinforcing Steel: ASTM A706/A706M, Grade 60 (60,000 psi) deformed low-alloy steel bars.
1. Unfinished.
2. Used in all cases where welding of bars is required.
C. Steel Welded Wire Reinforcement (WWR): Galvanized, deformed type; ASTM A1064/A1064M.
D. Reinforcement Accessories:
1. Tie Wire: ASTM A1064/A1064M , Annealed copper bearing steel, minimum 16 gage,
0.0508 inch.
2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. Standard manufactured products shall conform to the Concrete Reinforcing Institute, "Manual of Stand Practice," latest edition.
3. Use dense precast concrete supports with embedded wire ties for reinforcement placed on grade. Elsewhere, use wire bar supports.
E. Welding electrodes: AWS D1.4/D1.4M, Table 5.1 and 5.3, low hydrogen electrodes, E8018 for Grade 60 Steel.
2.02 Fabrication
A. Fabricate concrete reinforcing in accordance with CRSI (DA4) - Manual of Standard Practice.
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B. Bending and Forming
1. Fabricate bars of the indicated sizes and bend and form to required shapes and lengths by methods not injurious to materials
2. Do not heat reinforcement for bending
3. Bend bars No. 6 size and larger in the shop only.
4. Bars with unscheduled kinks or bends are subject to rejection.
PART 3 EXECUTION
3.01 Placement
A. Before placing bars, and again before concrete is placed, clean bars of loose rust and/or mill scale, dirt, oil, or any other coating that may be deleterious or could reduce bond with the concrete.
B. Securing in place:
1. Accurately place bars and wire tie in precise position where bars cross.
2. Bend ends of wire ties away from the forms.
3. Wire tie bars to the corners of ties and stirrups.
4. Support bars according to the Concrete Reinforcing Steel Institute (CRSI) "Placing Reinforcing Bars," using approved accessories and chairs.
5. Place precast concrete cubes with embedded wire ties to supporting reinforcing steel bars in concrete placed on grade and in footings.
6. Take adequate precautions to ensure that reinforcing bar position and spacing is maintained during concrete placement.
C. Maintain concrete cover around reinforcing as follows:
1. Refer to Drawings for cover requirements
D. Splices:
1. Do not splice reinforcing bars at the points of maximum stress except where indicated.
2. Lap splices as shown or required to develop the full strength or stress of the bars.
3. Stagger splices in horizontal wall bars at least 48" longitudinally in alternate bars and opposite faces.
3.02 Field Quality Control
A. Comply with all pertinent provisions of Division 01 Section 01 40 00 "Quality Requirements".
B. Supervision: Perform Work to this Section under supervision of a capable superintendent.
C. An independent testing agency, as specified in 01 4000 - Quality Requirements, shall inspect installed reinforcement for conformance to contract documents before concrete placement.
END OF SECTION 03 2000
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Section 03 3000
Cast-in-Place Concrete
PART 1 - GENERAL
1.01 Section Includes
A. Section Includes cast-in-place concrete, concrete materials, mixture design, placement procedures and finishes for the following:
B. Joint devices associated with concrete work.
C. Miscellaneous concrete elements, including equipment pads and footings.
D. Concrete curing.
E. Concrete Foundations
1.02 Related Requirements
A. Section 03 1000 - Concrete Forming and Accessories: Forms and accessories for formwork.
B. Section 03 2000 - Concrete Reinforcing.
C. Section 32 1313 - Concrete Paving: Sidewalks, curbs and gutters.
1.03 Reference Standards
A. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary; 2019 (Reapproved 2022).
B. ACI 315 - Details and Detailing of Concrete Reinforcement; 1999.
C. ACI PRC-305 - Guide to Hot Weather Concreting; 2020.
D. ACI PRC-306 - Guide to Cold Weather Concreting; 2016.
E. ACI PRC-308 - Guide to External Curing of Concrete; 2016.
F. ACI SPEC-301 - Specifications for Concrete Construction; 2020.
G. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement; 2022.
H. ASTM C31/C31M - Standard Practice for Making and Curing Concrete Test Specimens in the Field; 2022.
I. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2023.
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J. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2023.
K. ASTM C42 - Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete; 2020.
L. ASTM C40 - Standard Test Method for Organic Impurities in Fine Aggregates for Concrete; 2020.
M. ASTM C88 - Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate; 2018.
N. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2024.
O. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 50 mm [2 in.] Cube Specimens); 2023.
P. ASTM C117 - Standard Test Method for Materials Finer than 75-ȝm (No. 200) Sieve in Mineral Aggregates by Washing; 2017.
Q. ASTM C131/C131M - Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine; 2020.
R. ASTM C136/C136M - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates; 2019.
S. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete; 2020.
T. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete; 2020.
U. ASTM C172/C172M - Standard Practice for Sampling Freshly Mixed Concrete; 2017.
V. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete; 2010a (Reapproved 2016).
W. ASTM C309 - Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete; 2019.
X. ASTM C330/C330M - Standard Specification for Lightweight Aggregates for Structural Concrete; 2023.
Y. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2019, with Editorial Revision (2022).
Z. ASTM C595/C595M - Standard Specification for Blended Hydraulic Cements; 2021.
AA. ASTM C618 - Standard Specification for Coal Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2023, with Editorial Revision.
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BB. ASTM C685/C685M - Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing; 2017.
CC. ASTM C989/C989M - Standard Specification for Slag Cement for Use in Concrete and Mortars; 2024.
DD. ASTM C1602/C1602M - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete; 2022.
EE. ASTM D75 - Standard Practice for Sampling Aggregates; 2019.
FF. ASTM D2419 - Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate; 2022.
GG. ASTM E1643 - Standard Practice for Selection, Design, Installation, and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs; 2018a.
1.04 Submittals
A. See Section 01 3300 - Submittals for submittal procedures.
B. Product Data: Comply with the pertinent provisions of Section 01 6000 - Product Requirements Submit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions.
1. Material Certificates: For Each of the following, signed by the manufacturer(s) a. Cementitious materials
b. Admixtures
c. Curing compounds
d. Non-shrink grout
2. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with the requirements:
a. Aggregates
C. Mix Design: Submit proposed concrete mix design(s). For each concrete mixture:
1. Inidcate Intended Locations for use
2. Indicate proposed mix design complies with requirements of ACI SPEC-301, Section 4 - Concrete Mixtures.
3. Indicate proposed mix design complies with requirements of ACI CODE-318, Chapter 5 - Concrete Quality, Mixing and Placing.
a. Mixes shall be based on existing approved compressive strength test data for concrete mixes in accordance with ACI 318 Section 5.3.1.1 and requirements below:
1) Strength Requirements: Design mixes for structural concrete for minimum 28- day compressive strengths required by Drawings and Specifications. The trial batch strength for each mix shall exceed indicated or specified strength by 750 psi or a lesser amount based on the standard deviations of strength test records according to ACI 318.
2) Normal Weight Concrete Mix Design: Design all mixes for workability and durability of concrete. Control the mixes in accordance with the CBC, ACI 318 Section 5.2, ACI 211.1, and ACI CODE-318 Chapter 4, Building Code
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Requirements for Reinforced Concrete. Make adjustments in cement content required for concrete strengths at Contractor's expense and do not exceed 0.50 (or as indicated on concrete general notes of approved plans) absolute watercement or cement plus fly ash or slag ratio by weight. Do not use calcium chloride or any admix containing such material. Admixtures containing a material releasing nitrates in solution are limited to 0.06 percent by weight for the chloride ion.
Design the mixes with 1" maximum size, except maximum 1-1/2" size for foundations as submitted by the contractor and approved by the Structural Engineer of Record.
3) ACI 318 Section 5.3.1.1 with test records. Where a testing laboratory acceptable to the enforcement agency has records of compressive strength tests, a standard deviation shall be established. Test records from which a standard deviation is calculated shall:
(a) Represent materials, quality control procedures and conditions similar to those expected, and changes in materials and proportions within the test records shall not have been more restricted than those for proposed work. (b) Represent concrete produced to meet a specified strength or strengths f¶ c within 1,000 psi of that specified for proposed work.
(c) Must consist of at least 30 consecutive tests or two groups of consecutive tests totaling at least 30 tests as defined in ACI 318 Section 5.3.1.1, except as provided in ACI 318 Section 5.3.1.2.
4. Include alternate mix designs when characteristics of materials, project conditions, weather, test results, or other circumstances warrant adjustments.
D. Test Reports: Submit report for each test or series of tests specified.
E. Manufacturer's Installation Instructions: For concrete accessories, indicate installation procedures and interface required with adjacent construction.
F. Delivery Tickets: With each transit truck provide delivery ticket, signed by an authorized representative from the batch plan, containing all information required by ASTM C94/C94M , as well as time batched, type of brand of cement, cement content, maximum size of aggregate and total water content.
1.05 Quality Assurance
A. Comply with the pertinent provisions of 01 4000 - Quality Control B. Qualifications
1. Installer Qualifications: An experienced installer who has completed concrete work similar in material, design, and extent to that indicated for this project and whose work has resulted in construction with a record of successful in-service performance. Adequate numbers of trained and experienced personnell shall be used.
2. Manufacturer Qualifications: The production facility supplying hydraulic cement concrete shall have a current Certification of Ready Mixed Concrete Production Facilities from the National Ready Mixed Concrete Association, or equivalent.
3. Concrete Testing and Inspection Services: The owner shall engage a qualified Independent Testing Agency to perform evaluation test and special inspections per Structural Notes on Drawings and as required per the code. Personnel conducting test
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shallbe qualified as ACI Concrete Field Testing Technician, Grade 1 according to ACI CP-1 or an equivalent program.
C. Perform work of this section in accordance with ACI SPEC-301 and ACI CODE-318.
D. Follow recommendations of ACI PRC-305 when concreting during hot weather.
E. Follow recommendations of ACI PRC-306 when concreting during cold weather.
F. Source Quality Control: Refer to the following paragraphs for specific procedures. Concrete materials which, by previous tests or actual service, have shown conformance may be used without testing when so approved by SEOR. Testing laboratory shall perform the following conformance testing
1. Cementitious Material Test: The concrete supplier shall furnish to the enforcement agency certification from the cement manufacturer that the cement proposed for use on the project has been manufactured and tested in compliance with the requirements of ACI 318 Section 3.2.1 and the ASTM standards listed in the materials section of this Specification.
2. Aggregates for Normal Weight Concrete: Test the aggregate before and after concrete mix is designed and whenever character of aggregate varies or source of material is changed in accordance with ASTM C33/C33M and CBC. Include a sieve analysis. Obtain samples of aggregates at the dry batching or ready-mix concrete plant in accordance with ASTM D75 and perform tests for the properties listed in the following table:
Physical Properties
Physical Properties,
units
Test Method Minimum Values
Sieve analysis ASTM
C136/C136M
Loss after 5 cycles not more than 8
percent of coarse aggregate, nor
more than 10 percent of fine
aggregate
Organic impurities ASTM C40 Fine aggregate not darker than reference standard color
Soundness ASTM C88
Abrasion ASTM
C131/C131M
Weight loss not more than 10.5
percent after 100 revolutions, 42
percent after 500 revolutions
Deleterious materials ASTM
C33/C33M A
STM
C330/C330M
Materials finer than No.
200 sieve
ASTM C117 Not over 1 percent for gravel, 1.5
percent for crushed aggregate
Reactivity potential ASTM C227,
C289, C342
Ratio of silica released to reduction
in alkalinity not to exceed 1.0.
Sand equivalent ASTM D2419 California sand equivalent values operating range not below 71
percent
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G. Compliance with Regulations: All materials shall comply with the current rules and regulations of the local air quality management district, with the rules regarding volatile organic compounds, and with FDA rules and regulations for dangerous substances in construction products.
H. Allowable Tolerances: Construct concrete conforming to the tolerances specified in ACI 117, as applicable, unless exceeded by the requirements of regulatory agenciesor otherwise indicated or specified.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01 6000 - Product Requirements.
B. Ready-mix concrete shall be mixed and delivered in accordance with ASTM C94/C94M . Each batch of concrete delivered to the Project site shall be accompanied by a time slip bearing departure time and signature of batch plant supervisor. Concrete shall be placed within 90 minutes after start of mixing. Concrete which has developed initial set shall not be used.
Concrete which has partially hardened shall not be used. Deliver all materials in timely manner to ensure uninterrupted progress of the work.
C. Deliver, store and handle all cement and aggregate materials so as to prevent their deterioration or intrusion by foreign matter. Deteriorated or contaminated materials shall not be furnished.
1.07 JOB CONDITIONS
A. Cold Weather Requirements:
1. Follow recommendations of ACI 306R A when concreting during cold weather.
2. Adequate equipment shall be provided for heating concrete materials and protecting concrete during freezing or near-freezing weather. Surfaces, in which concrete is to come in contact with, shall be free from frost or ice. No frozen materials or materials containing ice shall be furnished.
3. When placing concrete during freezing or near-freezing weather the mix shall have a temperature of at least 50 degrees F., but not more than 90 degrees F. when cement is added. Concrete shall be maintained at a temperature of at least 50 degrees F. for at least 72 hours after placing or until it has thoroughly hydrated. When necessary, concrete materials shall be heated before mixing. Special precautions shall be provided for protection of transit-mixed concrete.
B. Hot Weather Requirements:
1. Follow recommendations of ACI 305R when concreting during hot weather.
2. During hot weather, proper attention shall be provided for ingredients, production methods, handling, placing, protection and curing, to prevent excessive concrete temperatures or water evaporation which could impair required strength or durability.
PART 2 PRODUCTS
2.01 Formwork
A. Comply with requirements of Section 03 1000.
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2.02 Reinforcement Materials
A. Comply with requirements of Section 03 2000.
2.03 Concrete Materials
A. Cement:ASTM C595/C595M or ASTM C150/C150M, Type II - Moderate Portland type, low alkali. Provide Type V where concrete is in contact with soil corrosive to concrete.
B. Concrete aggregate is to be well graded (in Zone 2) per the Coarseness Factor Method.
C. Water: Water shall be potable and free from deleterious matter or shall otherwise satisfy the requirements of ASTM C1602/C1602M.
1. Acquire aggregates for entire project from same source.
D. Pozzolan: ASTM C618, Class F or N Fly Ash (Class C Not permitted) subject to the conditions of the CBC, containing two percent or less carbon. Fly ash shall not be used in excess of 25 percent by weight of total cement quantity for structural concrete. Where fly ash replacement is 25% or higher, maximum water-cement ratio shall be 0.45. Fly ash need not be included in lightweight concrete mix designs.
E. Ground Granulated Blast Furnace Slag: ASTM C989/C989M Slag shall not be used in excess of 25 percent by weight of total cement quantity for structural concrete.
1. Slag shall not be used in concrete to be polished.
F. Fly Ash: ASTM C618, Class C or F.
G. Water: Clean, potable and not detrimental to concrete, complying with ASTM C94/C94M and ASTM C1602/C1602M
2.04 Admixtures
A. Admixtures to be used in concrete shall be subject to prior approval by the Structural Engineer.
Where more than one admixture is used, they shall be compatible. Use of admixtures shall be consistent throughout Work.
B. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement.
C. Air Entrainment Admixture: ASTM C260/C260M.
D. Water Reducing and Retarding Admixture: ASTM C494/C494M Type D.
1. Only one brand. When used, are subject to approval of Structural Engineer of Record, and must reduce the mixing water at least 10 percent without entraining air in excess of 2 percent by volume. If the water reducing agent entrains more than 2 percent air, the water reduction shall be at least 12 percent, but in no case shall the water reducing agent entrain air in excess of 4 percent.
E. Water Reducing Admixture: ASTM C494/C494M Type A.
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1. Only one brand. When used, are subject to approval of Structural Engineer of Record, and must reduce the mixing water at least 10 percent without entraining air in excess of 2 percent by volume. If the water reducing agent entrains more than 2 percent air, the water reduction shall be at least 12 percent, but in no case shall the water reducing agent entrain air in excess of 4 percent.
2.05 Accessory Materials
A. Non-Shrink Cementitious Grout: Premixed compound consisting of nonmetallic aggregate, cement, water reducing and plasticizing agents.
1. Minimum Compressive Strength at 48 Hours: 2,000 pounds per square inch.
2. Minimum Compressive Strength at 28 Days, ASTM C109/C109M: 7,000 pounds per square inch.
3. Non-gas-forming and free of oxidizing catalysts and inorganic accelerators, used as dry or damp pack, or mixed to a 20-second flow (CRC-C 611), without segregation or bleeding at any temperature between 45 degrees F and 100 degrees F.
4. Low-Slump, Dry Pack Products:
a. Drypack: Field mixture of I part Portland cement to 2 parts fine aggregate mixed to a damp consistency such that a ball molded in the hands will stick together and hold its shape. In lieu of field mixing, Contractor may use factory mixed drypack material, such as Master Builders "Set Grout." f'c shall be equal to 5,000 psi.
B. Non-Shrink Epoxy Grout: Moisture-insensitive, two-part; consisting of epoxy resin, nonmetallic aggregate, and activator.
2.06 Bonding and Jointing Products
A. Bonding Agent: "Weld-Crete," manufactured by Larsen Products Co., P.O. Box 2127, Rockville, MD 20852, Master Builders "Concresive," or equal.
B. Construction Joint Materials: "Key-Kold" or "Kwik-Joint," of profiles indicated.
C. Slab Isolation Joint Filler: 1/2-inch thick, height equal to slab thickness, with removable top section forming 1/2-inch deep sealant pocket after removal.
D. Expansion Joint Fillers: Preformed strips, non-extruding and resilient bituminous type, of thickness indicated, conforming to ASTM D 1751 and ASTM D1752.
2.07 FINISHING AND CURING MATERIALS
A. Finishing Aids: Liquid applied at time of concrete finish to increase hydrolysis and improve workability and finish.
1. Products:
a. Hydrocrete: HydroCrete or HydroGrind :www.hydro-crete.com/ b. Wagman Metal Products: G3 Finish Aid: www.wagmanmetal.com c. Penetron; Peneseal FH-PS: www.penetron.com/#sle.
d. Solomon Colors; Solomon Colors Lythic Day1: www.solomoncolors.com/#sle.
B. Curing Compound, Naturally Dissipating: Clear, water-based, liquid membrane-forming compound; complying with ASTM C309.
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1. Application: Use at exterior flatwork.
2. Product dissipates within 4 to 6 weeks.
C. Curing Agent, Water-Cure Equivalent Type: Clear, water-based, non-film-forming, liquidwater cure replacement agent.
1. Application: Use at interior slabs.
2. Comply with ASTM C309 standards for water retention.
3. Compressive Strength of Treated Concrete: Equal to or greater than strength after 14-day water cure when tested in accordance with ASTM C39/C39M.
4. VOC Content: Zero.
D. Moisture-Retaining Sheet: ASTM C171.
1. Curing paper, regular.
2. White-burlap-polyethylene sheet, weighing not less than 3.8 ounces per square yard.
2.08 CONCRETE MIXING
A. Furnish ready-mixed concrete from an approved commercial off-site plant. Conform to ASTM C 94, except materials, testing, and mix designs as specified herein. Use transit mixer trucks equipped with automatic devices for recording number of revolutions of drum. Comply with CBC Section, 1905.
B. Admixtures: All approved admixtures shall be introduced into the concrete at the batch plant.
Field additions are not acceptable.
C. Slump: Adjust quantity of water so concrete at point and time of placing does not exceed the slumps per plans when tested according to ASTM C143. Use the minimum water necessary for workability required by part of structure being cast.
D. For compressive strength, density, fly ash or slag content, slump, and water-cement ratio, refer to the general notes in the plans.
2.09 Mixing
A. Adding Water: If concrete arrives on-site with slump less than suitable for placement, do not add water that exceeds the maximum water-cement ratio or exceeds the maximum permissible slump.
PART 3 EXECUTION
3.01 Examination
A. Verify lines, levels, and dimensions before proceeding with work of this section.
3.02 GENERAL
A. Time of Placing: Do not place concrete until reinforcement, conduits, outlet boxes, anchors, hangers, sleeves, bolts, and other embedded materials are securely fastened in place. Contact the inspector at least 24 hours before placing concrete; do not place concrete until inspected by
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the inspector.
B. Pouring Record: A record shall be kept on the Project site of time and date of placing concrete in each portion of structure. Such record shall be maintained on the Project site until Substantial Completion and shall be available for examination by the SEOR.
3.03 Preparation
A. Earth Subgrade: Dampen 24 hours before placing concrete, but do not muddy. Re-roll where necessary for smoothness and remove loose material.
B. Verify that forms are clean and free of rust before applying release agent.
C. Reglets and Rebates:
1. Form reglets and rebates in concrete to receive flashing, frames and other equipment as detailed and required. Coordinate dimensions and locations required with other related Work.
2. If concrete slabs on grade adjoin a wall or other perpendicular concrete surface, form a reglet in wall to receive and carry horizontal concrete Work. Reglet shall be full thickness of the slab and shall be 3/4 inch wide, unless otherwise indicated. Requirement does not apply to exterior walks, unless specifically indicated.
D. Screeds: Install screeds accurately and maintain at required grade or slab elevations after steel reinforcement has been installed , but before starting to place concrete. Install screeds adjacent to walls and in parallel rows not to exceed 8 feet on centers.
E. Screeds Over Vapor Barrier: Use weighted pad or cradle type screeds and do not drive stakes through the vapor barrier. Check with an instrument level, transit, or laser.
F. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories.
G. Remove all free water from forms before concrete is deposited. Remove hardened concrete, debris, and foreign materials from interior surfaces of forms, exposed reinforcing, and from surfaces of mixing and conveying equipment.
H. Wetting: Wet wood forms sufficiently to tighten up cracks. Wet other materials sufficiently to reduce absorption and to help maintain concrete workability.
I. Gravel Fill: Recompact disturbed gravel and bring to correct elevation.
J. All concrete shall be thoroughly consolidated by suitable means during placement and shall be thoroughly worked around reinforcement and embedded fixtures and into corners of forms.
3.04 Placing Concrete
A. Sheet Vapor Retarders:
1. Place, protect, and repair sheet vapor retarder according to ASTM E1643, section 03 0516 - Underslab Vapor Barrier, and manufacturer¶s written instructions.
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B. Conveying and Placing:
1. Do not place concrete until reinforcing steel and forms or decks have been approved by the Inspector and other authorities having jurisdiction. Concrete shall be placed only under direct observation of the inspector. Do not place concrete outside of regular working hours, unless the inspector has been notified at least 48 hours in advance.
2. Comply with CBC Sections 1905.9 and 1905.10.
3. Concrete shall be conveyed from mixer to location of final placement by methods, which will prevent separation or loss of materials. Place concrete in horizontal layers not more than 18" thick within 90 minutes after water is first added to the batch.
4. In placing concrete in columns, walls or thin sections, provide openings in forms, elephant trunks, tremies or other recognized devices, to prevent segregation and accumulation of partially hydrated concrete on forms or metal reinforcement above level of concrete being placed. Such devices shall be installed so that concrete will be dropped vertically.
Unconfined vertical drop of concrete from end of such devices to final placement surface shall not exceed 5-feet for concealed concrete or over 3-feet for exposed concrete.
5. Concrete shall be placed as a continuous operation until placing of panel or section is completed. Top surfaces of vertically formed lifts shall be level.
6. Concrete shall be thoroughly consolidated during placement, and shall be worked around reinforcement and embedded fixtures with mechanical vibrators.
7. Where new concrete is placed against or on old or existing concrete, apply bonding agent to surface of old concrete prior to placement of new concrete.
C. Compaction and Screeding:
1. Compacting: Compact each layer of the concrete as placed with mechanical vibrators or equivalent equipment. Transmit vibration directly to concrete and in no case through the forms unless approved. Accomplish thorough compaction. Supplement by rodding or spading by hand adjacent to forms. Compact concrete into corners and angles of forms and around reinforcement and embedded fixtures. Recompact deep sections with congestion due to reinforcing steel as required.
2. Operation of Vibrators: Do not horizontally transport concrete in forms with vibrators nor allow vibrators to contact forms or reinforcing. Push vibrators vertically into the preceding layers that are still plastic and slowly withdraw, producing maximum obtainable density in concrete without creating voids or segregation. In no case disturb concrete that has partially set. Vibrate at intervals not exceeding two-thirds the effective visible vibration diameter of the submerged vibrator. Avoid excessive vibration that causes segregation.
3. Concrete must be vibrated at all headers, junction boxes and duct to insure that the concrete completely fills underneath the duct system. Care must be taken not to over vibrate. Shrinkage and temperature reinforcement above the duct systems shall be in accordance with ACI 318. Care shall be taken during concrete placement and, in particular, during concrete vibration, to prevent rising of top reinforcement within the slab. Contractors placing the concrete shall carefully hand finish a minimum of 24" [610mm] adjacent to junction box access openings so that the top of finished concrete and junction box access openings are flush with each other.
4. Tamp freshly placed concrete with a heavy tamper until at least 3/8 inch of mortar is brought to surface. Concrete shall then be tamped with a light tamper and screeded with a heavy straightedge until depressions and irregularities are eliminated, and surface is true to finish grades or elevations. Remove excess water and debris.