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STRUCTURAL ABBREVIATIONS SHEET INDEX GENERAL NOTES Lu M
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# NUMBER MISC MISCELLANEOUS GENERAL REQUIREMENTS .CON T1 SOIL AND FOUNDATIONS
& AND NTS NOT TO SCALE CURRENT
@ AT OC ON CENTER SHEET CURRENT REVISION DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, REFERENCE STANDARDS: CONFORM TO ACI 318-14
NUMBER SHEET NAME REVISION DATE SPECIFICATIONS PLAN/DETAILS OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER
0 DIAMETER OD OUTSIDE DIAMETER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE GEOTECHNICAL REPORT: RECOMMENDATIONS CONTAINED IN GEOTECHNICAL ENGINEERING
ALT ALTERNATE OPP OPPOSITE S0.01 STRUCTURAL COVER SHEET 1 5/9/25 ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SHOULD REPORT OF PROPOSED COMMERCIAL DEVELOPMENT PROPOSED ACHD BRIDGE MERIDIAN,
ARCH ARCHITECT OSB ORIENTED STRAND BOARD S0.02 GENERAL NOTES 1 5/9/25 ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE IDAHO PROJECT #24717-B BY SITE CONSULTING LLC DATED SEPTEMBER 24, 2024 WAS USED
ARCHITECTURAL PERP PERPENDICULAR S1.01 FOUNDATION PLAN 1 5/9/25 DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE FOR DESIGN. z0
BOD BOTTOM OF DECK pL PLATE S1.02 CULVERT DETAILS 1 5/9/25 WORK, UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A
BPL BASE PLATE S1.03 CULVERT DETAILS 1 5/9/25 DECISION FROM THE ARCHITECT AS TO WHICH SHALL GOVERN. ACCORDINGLY ANY CONTRACTOR'S RESPONSIBILITIES: CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE a
PT POST TENSIONED
CJ CONTROL JOINT PRESSURE TREATED S2.01 REINFORCING CUT SHEET 1 5/9/25 CONFLICT IN OR BETWEEN THE CONTRA FOR GEOTECHNICAL REPORT AND SHALL FOLLOW THE RECOMMENDATIONS SPECIFIED THEREIN u
CONSTRUCTION JOINT ACDH POLICY SHALL GOVERN AND ANY INCLUDING, BUT NOT LIMITED TO, SUBGRADE PREPARATIONS, PILE INSTALLATION w
REINF REINFORCE S2.02 REINFORCING CUT SHEET 1 5/9/25 DISCREPANCIES MUST BE RUN THROUGH ACHD. PROCEDURES, GROUND WATER MANAGEMENT AND STEEP SLOPE BEST MANAGEMENTin Lo
CL CENTER LINE REINFORCED
1 PRACTICES." w
CLR CLEAR REINFORCEMENT SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS 2:
CMU CONCRETE MASONRY UNITS REINFORCING GENERAL NOTES AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL GEOTECHNICAL SUBGRADE INSPECTION: THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL p
REQD REQUIRED BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH SUB-GRADES AND PREPARED SOIL BEARING SURFACES, PRIOR TO PLACEMENT OF
CONC CONCRETE o
SCHED SCHEDULE THE WORK. THE CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND FOUNDATION REINFORCING STEEL AND CONCRETE. GEOTECHNICAL ENGINEERS SHALL =
CONN CONNECTION v
SEOR SPECIALTY ENGINEER OF GENERAL REQUIREMENTS EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS PROVIDE A LETTER TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE Q
CONT CONTINUOUS RECORD CESSPOOLS, CISTERNS, FOUNDATIONS, UTILITIES, ETC IF ANY SUCH STRUCTURES ARE "ALLOWABLE FOUNDATION BEARING PRESSURE(S)" SHOWN BELOW. O
DF DOUGLAS FIR SER STRUCTURAL ENGINEER OF GOVERNING CODE: THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY FOUND, NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY. z
DIA DIAMETER THE AASHTO BRIDGE DESIGN SPECIFICATIONS 8TH ED, HEREAFTER REFERRED TO AS DESIGN SOIL VALUES
RECORD DT DRAG TRUSS AASHTO, AS ADOPTED AND MODIFIED BY THE LOCAL BUILDING DEPARTMENT WITH ADJACENT UTILITIES: THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL CONSULTANT:EJ EXPANSION JOINT SHTHG SHEATHING AUTHORITY HAVING JURISDICTION. ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTH-WORK, FOUNDATIONS, SHORING, - ALLOWABLE FOUNDATION BEARING PRESSURE 3500 PSF
SIM SIMILAR AND EXCAVATION. ANY UTILITY INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS - ACTIVE PRESSURE 30 PCF
EL ELEVATION SPEC SPECIFICATION ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF IDAHO AND DETAILS ARE INTENDED FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. - AT-REST PRESSURE 60 PCF
ELEC ELECTRICAL ST SHEAR TRUSS STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AS 1 ALTERNATES: ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR
EMBED EMBEDMENT NO EXCEPTIONS TO ACHD
STD STANDARD SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO FOOTING DEPTH: FOOTINGS SHALL BE PLACED ACCORDING TO THE DEPTHS SHOWN ON THE
EQ EQUAL STRUCT STRUCTURAL SECTION 3000 DESIGN POLICY WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL THE ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED DRAWINGS. EXCAVATIONS FOR FOOTINGS SHALL BE APPROVED BY THE GEOTECHNICAL EQUIP EQUIPMENT T&B TOP AND BOTTOM FROM ACHD. WITHOUT ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM ENGINEER PRIOR TO PLACING CONCRETE AND REINFORCING. THE GEOTECHNICAL ENGINEER
EXST, (E) EXISTING THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW. SHALL SUBMIT A LETTER OF COMPLIANCE TO THE OWNER. SHOULD SOIL AT THESE
T&G TONGUE AND GROOVE OTHER DRAWINGS: REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND ALTERNATES THAT REQUIRE SUBSTANT EWED PRESCRIBED DEPTHS NOT MEET THE APPROVAL OF THE GEOTECHNICAL ENGINEER, FOOTING
EXT EXTERIOR THRU THROUGH PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: ALL ALTERNATE SUBSTITUTIONS MUST JBE ELEVATIONS OR DESIGNS WILL BE ALTERED BY CHANGE ORDER.
FTG FOOTING TOB TOP OF BEAM DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON-BEARING WALLS, SUBMITTED TO ACHD FOR APPROVAL.GA GAGE OR GAUGE STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURBS, DEPRESSIONS, SLABS-ON-GRADE: ALL SLABS-ON-GRADE SHALL BEAR ON COMPACTED STRUCTURAL FILL OR
TOC TOP OF CONCRETE MECHANICAL UNIT LOCATIONS, AND OTHER NON-STRUCTURAL ITEMS.
GC GENERAL CONTRACTOR TOCP TOP OF CONCRETE PIER OBSERVATION VISITS: OBSERVATION VISITS (SITE VISITS) BY REPRESENTATIVES OF COMPETENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL MOISTURE SENSITIVE
GLB GLU LAM BEAM TOF TOP OF FOOTING STRUCTURAL DETAILS: THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE ARCHITECT/STRUCTURAL ENGINEER DO NOT INCLUDE INSPECTION OF CONSTRUCTION SLABS-ON-GRADE OR THOSE SUBJECT TO RECEIVE MOISTURE SENSITIVE
GT GIRDER TRUSS GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL MEANS AND METHODS. SITE VISITS DURING CONSTRUCTION ARE NOT CONTINUOUS AND COATINGS/COVERING SHALL BE PROVIDED WITH AN APPROPRIATE CAPILLARY BREAK AND
TOM TOP OF MASONRY DETAILED INSPECTION SERVICES (WHICH ARE TO BE PERFORMED BY OTHERS). VAPOR BARRIER/RETARDANT OVER THE SUBGRADE PREPARED AND INSTALLED AS NOTED IN
HORIZ HORIZONTAL TOP TOP OF PARAPET DETAILS OF THE WORK. DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS ARE OBSERVATIONS ARE PERFORMED SOLELY FOR THE PURPOSE OF DETERMINING IF THE THE GEOTECHNICAL REPORT, BARRIER MANUFACTURER'S WRITTEN RECOMMENDATIONS
ID INSIDE DIAMETER TOS TOP OF STEEL INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE UNLESS CONTRACTOR UNDERSTANDS DESIGN INTENT SHOWN IN THE CONTRACT DRAWINGS. AND COORDINATED WITH THE FINISHES SPECIFIED BY THE ARCHITECT.
JB JOIST BEARING OTHERWISE SHOWN OR NOTED. IF LOCATIONS ARE FOUND WHERE NO TYPICAL DETAIL, OBSERVATIONS DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND ARE NOT TO BE W
TOW TOP OF WALL TYPICAL SCHEDULE, OR SPECIFIC DETAIL APPLIES, NOTIFY THE ARCHITECT/STRUCTURAL
LONG LONGITUDINAL TRANS TRANVERSE ENGINEER. CONSTRUED AS SUPERVISION OR VERIFICATION OF CONSTRUCTION. PREPARATION: THE CONTRACTOR SHALL PROVIDE FOR PROPER DEWATERING OF
LT WT LIGHT WEIGHT EXCAVATIONS FROM SURFACE WATER, GROUND WATER, SEEPING ETC Q
TWS THREADED WELD STUD SHOP DRAWINGS: SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR H
MAX MAXIMUM STRUCTURAL RESPONSIBILITIES: THE STRUCTURAL ENGINEER (SER) IS RESPONSIBLE FOR
TYP TYPICAL REVIEW SHALL CONSIST OF (1) ELECTRONIC PDF SET OR (1) MARKUP SET (FOR OUR SHORING: THE CONTRACTOR SHALL PROVIDE FOR THE INSTALLATION AND DESIGN OF ALL
MECH MECHANICAL UNO UNLESS NOTED OTHERWISE THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED FORM. THE RECORDS) AND (1) REPRODUCIBLE SET. NO MODIFICATIONS OR SUBSTITUTION OF CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY AND ADEQUATELY RETAIN THE Ice
MFD MANUFACTURED STRUCTURAL DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE DRAWINGS AND SPECIFICATIONS WILL BE ACCEPTED VIA SHOP DRAWING REVIEW. EARTH BANKS, NEW WALLS AND SUPPORT ANY EXISTING STRUCTURES IN ACCORDANCE m
VERT VERTICAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE
MFG MANUFACTURING VIF VERIFY IN FIELD DURING CONSTRUCTION. WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. W
MFR MANUFACTURER 1. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO V1
WP WORK POINT THE ARCHITECT/STRUCTURAL ENGINEER. CONTRACTOR SHALL REVIEW FOR EXISTING CONDITIONS: ALL ABANDONED UTILITIES, FOOTINGS, ETC, THAT INTERFERE
MIN MINIMUM COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND Q
COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS. WITH NEW CONSTRUCTION SHALL BE REMOVED. NOTIFY THE STRUCTURAL ENGINEER
ACCURACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND F�1
2. SUBMIT SHOP DRAWINGS TO THE ARCHITECT/STRUCTURAL ENGINEER AS INDICATED SHOULD EXISTING FOUNDATIONS OR STRUCTURES BE ENCOUNTERED THAT ARE NOT
STRUCTURAL UNITS DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; OR SPECIFIED FOR REVIEW PRIOR TO FABRICATION. REVIEW WILL BE FOR GENERAL SHOWN ON THE STRUCTURAL DRAWINGS.
#, LB POUND AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. CONFORMANCE WITH DESIGN INTENT CONVEYED IN THE CONTRACT DOCUMENTS. _ U-'
FT/LB FOOT POUND DIMENSIONS: DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL
3. WHEN AN ENGINEER IS REQUIRED TO SIGN AND STAMP SHOP DRAWINGS AND BACKFILL: ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. FOOTING BACKFILL AND v
CALCULATIONS, ENSURE SEAL INDICATES ENGINEER AS BEING REGISTERED IN THE UTILITY TRENCH BACKFILL WITHIN THE BUILDING PERIMETER SHALL BE MECHANICALLY
K KIP (1000 LBS) DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF w = w
STATE OF THE PROJECT SITE. COMPACTED IN LAYERS, TO THE APPROVAL OF THE GEOTECHNICAL ENGINEER. FLOODING O z
KSI KIPS PER SQUARE INCH ANY DISCREPANCIES OR INCONSISTENCIES. STRUCTURE NOTED IN THE DRAWINGS AS p
4. SHOP DRAWINGS ARE NOT A PART OF CONTRACT DOCUMENTS. THEREFORE WILL NOT BE PERMITTED. SEE THE GEOTECHNICAL REPORT FOR REQUIREMENTS. BACKFILL
PCF POUNDS PER CUBIC FOOT EXISTING SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES SHALL ARCHITECT'S/STRUCTURAL ENGINEER'S REVIEW DOES NOT CONSTITUTE AN BEHIND RETAINING OR PIT WALLS BELOW GRADE SHALL NOT OCCUR UNTIL THE WALLS O
PLF POUNDS PER LINEAL FOOT BE REPORTED TO THE ARCHITECT/STRUCTURAL ENGINEER. AUTHORIZATION TO DEVIATE FROM TERMS AND CONDITIONS OF THE CONTRACT. HAVE REACHED FULL DESIGN STRENGTH. PROPER BRACING TO PROTECT THE STRUCTURE
PSF POUNDS PER SQUARE FOOT 5. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK OF COORDINATION AGAINST LATERAL LOADS SHALL BE IN PLACE PRIOR TO BACKFILL UNTIL THE ATTACHING o C
MEANS, METHODS AND SAFETY REQUIREMENTS: THE CONTRACTOR IS RESPONSIBLE FOR WITH OTHER PORTIONS OF CONTRACT DOCUMENTS LACK OF CALCULATIONS (IF FLOORS ARE IN PLACE AND HAVE REACHED FULL DESIGN STRENGTH. cii N I
PSI POUNDS PER SQUARE INCH THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS ce o M i� Z a
REQUIRED), OR WHERE MODIFICATIONS OR SUBSTITUTIONS ARE INDICATED WITHOUT w cn M �° o t Z
( ) AND DOSH PRIOR REVIEW PER PARAGRAPH ABOVE. CAST-IN-PLACE CONCRETE = o CO o v a
SF SQUARE FOOT SUCH AS OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION I
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(DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). THE CONTRACTOR IS TO PROVIDE < �" o
ADEQUATE EXCAVATION PROCEDURES SHORING BRACING AND ERECTION PROCEDURES 6. SUBMIT SHOP DRAWINGS AND CALCULATIONS TO GOVERNING CODE AUTHORITY WHEN cy w w
STRUCTURAL ORGANIZATIONS Q SPECIFICALLY INDICATED OR REQUESTED. REFERENCE STANDARDS: CONFORM TO: o z �„ zo 0 0 o
COMPLYING WITH NATIONAL STATE AND LOCAL SAFETY ORDINANCES. 1. ACI 301-10 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" WITH MODIFICATIONS AS w N o =
ACI AMERICAN CONCRETE INSTITUTE 7. MAINTAIN A COPY OF ALL SHOP DRAWINGS REVIEWED BY THE ARCHITECT/STRUCTURAL _ ,� u„ m a Q Q Z a g
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ENGINEER AT SITE DURING CONSTRUCTION PERIOD. NOTED ON THE PROJECT DRAWINGS AND SPECIFICATIONS
TEMPORARY SHORING AND BRACING: THE CONTRACTOR IS RESPONSIBLE FOR THE 8. STRUCTURAL ENGINEER REQUIRES 10 WORKING DAYS AFTER RECEIPT OF SHOP 2. ACI 318-14 WITH MODIFICATIONS AS NOTED ON THE PROJECT DRAWINGS AND z
AISI AMERICAN IRON AND STEEL INSTITUTE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL SPECIFICATIONS e
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. DRAWINGS AND CALCULATIONS FOR PROCESSING. a
9. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR 3. ACI 117-10: SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND �,
APA AMERICAN PLYWOOD ASSOCIATION SUCH MEASURES SHALL INCLUDE (BUT ARE NOT LIMITED TO): BRACING AND SHORING FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN MATERIALS AND COMMENTARY RE-APPROVED 2015 a
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS LOADS DUE TO HYDROSTATIC, EARTH, WIND OR SEISMIC FORCES, CONSTRUCTION SUCH A MANNER WILL BE REJECTED AND RETURNED. m
AWS AMERICAN WELDING SOCIETY EQUIPMENT, ETC IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE a
WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR MISCELLANEOUS: MANUAL, SP-15, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301-10)
EXECUTING IT PROPERLY. THE CONTRACTOR SHALL AT HIS DISCRETION EMPLOY A A. CONTRACTOR SHALL CONTACT DIGLINE AT 342-1585 FOR EXACT UTILITY LOCATION WITH SELECTED ACI AND ASTM REFERENCES."
REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF ANY TEMPORARY BRACING AND PRIOR TO ANY CONSTRUCTION.
SHORING. B. THE CONTRACTOR SHALL PROTECT THE DRAINAGE FACILITIES FROM SILTATION AND CONCRETE MIXTURES: CONFORM TO ACI 301 SECTION 4 "CONCRETE MIXTURES" AND ACI
GENERAL SYMBOL LEGEND CONSTRUCTION LOADS: CONSTRUCTION LOADS AND MATERIALS SHALL BE SPREAD OUT OTHER CONTAMINATION. DRAINAGE SHALL BE FILTERED PRIOR TO IT ENTERING ANY 318 SECTION 26.4.
INLET OR BED DURING CONSTRUCTION. to
WHEN PLACED ON FRAMED FLOORS OR ROOFS. LOADS ON THE STRUCTURE DURING C. RETAIN AND PROTECT ALL IRRIGATION AND DRAINAGE PIPE CROSSINGS. IF NECESSARY, MATERIALS: CONFORM TO ACI 301 SECTION 4.2.1 "MATERIALS" FOR REQUIREMENTS FOR
CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA THE PIPE WILL BE REPLACED BY THE CONTRACTOR. CEMENTITIOUS MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES.
AND LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS
DETERMINED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER FOR BRACING/SHORING. D. RETAIN AND PROTECT ALL WATER METER VAULTS. IF THE VAULTS ARE DISTURBED, THE
SLOPE DIRECTION (DOWN) CONTRACTOR SHALL CONTACT THE APPROPRIATE WATER COMPANY FOR REPLACEMENT. 1. CEMENT o
E. CONTRACTOR SHALL REPAVE TO EXISTING GRADES ANY EXISTING PAVED STREETS A. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE II. co
CHANGES IN LOADING: THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF DISTURBED BY CONSTRUCTION. B. IF SULFATES ARE IN SOIL, PER GEOTECHNICAL REPORT, PROVIDE CEMENTITIOUS
SPAN DIRECTION ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE MATERIAL, MAXIMUM W/CM AND MINIMUM f'c CONCRETE STRENGTH PER EXPOSURE PROFESSIONAL SEAL
STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL F. PIPE BEDDING, TRENCH BACKFILL, AND PAVEMENT RESTORATION SHALL BE PER ISPWC
STANDARD DRAWING SD-301. CATEGORY S "X" AND ACI 301 TABLE 4.2.2.7.a
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XX'-XX" CONTRACT DOCUMENTS (ARCHITECTURAL / STRUCTURAL / MECHANICAL / ELECTRICAL OR G. THE CONTRACTOR SHALL CONFORM TO OSHA REQUIREMENTS CONCERNING TRENCH C. DO NOT USE CONCRETE OR GROUT CONTAINING CHLORIDES. ASS\ONNS FNc�
MISCELLANEOUS ELEVATION PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE AND WALL DEPTHS AND SIDE SLOPES. o� �,\CENSFD
ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 300 POUNDS. PROVIDE MARKED- H. CONTACT ACHD CONSTRUCTION DIVISION AT 387-6284 FOR INSPECTION PRIOR TO SUBMITTALS: PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SECTION 4.1.2. SUBMIT MIX ate ,
A ELEVATION REFERENCE UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR LOADS NOT INSTALLATION OF NEW STRUCTURE. DESIGNS TO THE SER FOR EACH MIX IN THE TABLE BELOW. SUBSTANTIATING STRENGTH 2214
PREVIOUSLY DOCUMENTED. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW AND RESULTS FROM PAST TESTS SHALL NOT BE OLDER THAN 24 MONTHS PER ACI 318 SECTION
- APPROVAL PRIOR TO INSTALLATION. DESIGN CRITERIA AND LOADS 26.4.3.1(b). ALL MIX DESIGNS SHALL BE VERIFIED BY A QUALIFIED TESTING LABORATORY. ��qT£ OF\oP�o
WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION, MIX DESIGNS SHALL BE WET �'QFTT
A ROOF DRAINAGE: THE ROOF DRAINAGE SYSTEM SHALL BE DESIGNED SO THAT RAINWATER DESIGN LOADS STAMPED B I T T IN WHICH THE PROJECT IS p5
SECTION CUT LOADS DO NOT EXCEED THE ROOF SNOW OR LIVE LOADS AS SHOWN IN THE DESIGN LOCATED. ALL SUBMITTALS TO BE SUBMITTED TO ACHD.
- CRITERIA AND LOADS SECTION. - DEAD LOAD REINFORCED CONCRETE: 150 PCF
WEARING SURFACE: 25 PSF 1 REVISION: DATE:
A
NOTE PRIORITIES: PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON - LIVE LOAD HL-93 PLUS IMPACT 1 2025-01-10
DETAIL CUT_ INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE DRAWN BY: CHECKED BY:
STRUCTURAL GENERAL NOTES AND PROJECT SPECIFICATIONS. SD BDC
DESIGNED BY: JOB NUMBER:
CD AA REVISION BAC A24-170
STRUCTURAL COVER
01011 ELEVATION SHEET
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