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<br />SHEET NUMBER
<br />SHEET TITLE
<br />H
<br />1
<br />REVISION SCHEDULE
<br />AGENCY APPROVAL
<br />NO. REVISION NAME DATE:
<br />DESIGN PROFESSIONAL STAMP
<br />ARCHITECT PROJECT NO:
<br />PROJECT INFORMATION
<br />FACILITY NAME:
<br />FACILITY ADDRESS:
<br />OWNER PROJECT NUMBER:
<br />AUTHORITY HAVING JURISDICTION:
<br />AGENCY FACILITY NUMBER:
<br />AGENCY BUILDING NUMBER:
<br />AGENCY PROJECT NUMBER:
<br />2 3 4 5 6 7 8 9 10
<br />1 2 3 4 5 6 7 8 9 10
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<br />SCALE:
<br />ISSUE DATE: 08/23/2024
<br />2022514
<br />6370.101
<br />5555 WEST LAS POSITAS BLVD
<br />PLEASANTON, CA 94588
<br />CITY OF PLEASANTON
<br />16632
<br />TBD
<br />TBD
<br />STANFORD HEALTH CARE - TRI-VALLEY
<br />PACKAGE ISSUANCE: DESIGN REVIEW SUBMITTAL
<br />1 11/06/2024
<br />STANFORD HEALTH CARE
<br />TRI-VALLEY
<br />East Wing Hospital Addition
<br />2 02/06/2025
<br />BACKCHECK #01
<br />BACKCHECK #02
<br />GENERAL NOTES
<br />1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, CAL-OSHA, ALAMEDA COUNTY AND STATE REQUIREMENTS, THE GOVERNING
<br />BUILDING AUTHORITY AND ANY SPECIAL REQUIREMENTS OF THE BUILDING PERMIT. ALL CODES, STANDARDS AND SPECIFICATIONS SHALL BE AS AMENDED TO DATE, ANY
<br />VIOLATION WILL RESULT IN STOPPING OF ALL WORK UNTIL THE VIOLATION IS CORRECTED.
<br />2. THE DRAWINGS AND SPECIFICATIONS DESCRIBE IN GENERAL THE QUALITY AND CHARACTER OF THE MATERIALS, SHAPE AND CONFIGURATION OF IMPROVEMENTS AND
<br />THE DESIGN INTENT OF THE COMPLETED, INSTALLED WORK. MISCELLANEOUS ITEMS OF WORK, MATERIAL, EQUIPMENT, ETC., NECESSARY TO COMPLETE THE
<br />INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR WHETHER OR NOT MENTIONED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. SPECIFIC NOTES AND
<br />DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
<br />3. CONTRACTOR SHALL PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL
<br />COST TO THE OWNER. BARRICADES, SIGNS, LIGHTS, ETC., REQUIRED FOR THE PROTECTION OF PUBLIC, PERSONNEL, PROPERTY AND MATERIAL SHALL BE PROVIDED FOR
<br />AND MAINTAINED DURING CONSTRUCTION BY THE CONTRACTOR, AND SHALL CONFORM TO ALL GOVERNING CODES, ORDINANCES AND REGULATIONS. THE CONTRACTOR
<br />SHALL EMPLOY ALL MEANS NECESSARY TO CONTROL DUST AT AND NEAR THE SITE OF WORK AND ALONG APPROACH ROUTES TO THE CONSTRUCTION SITE.
<br />4. CONTRACTOR SHALL PROVIDE ALL TOOLS, TRANSPORTATION, UTILITIES, TEMPORARY FACILITIES, AND OTHER SERVICES AS NECESSARY FOR PROPER EXECUTION OF THE
<br />WORK, AND SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF THESE ELEMENTS DURING CONSTRUCTION. THE CONTRACTOR SHALL
<br />CONTACT THE OWNER'S REPRESENTATIVE FOR DESIGNATION OF THE MATERIAL STORAGE AREA AT THE JOB SITE.
<br />5. CONTRACTOR SHALL MAINTAIN "GOOD HOUSEKEEPING" PRACTICES AT THE JOB SITE. EXCESS BUILDING MATERIALS AND DEBRIS SHALL BE REMOVED PROMPTLY FROM
<br />THE JOB SITE AND DISPOSED OF AT AN APPROVED DUMPSITE. THE JOB SITE SHALL BE LEFT "BROOM CLEAN" AT THE END OF EACH WORKDAY. BEFORE ACCEPTANCE BY
<br />THE OWNER'S REPRESENTATIVE, THE COMPLETED CONSTRUCTION SHALL BE CLEARED, ANY APPLICABLE LABELS REMOVED, AND ALL OTHER TOUCHUP WORK
<br />COMPLETED. ALL FINISH MATERIALS SHALL BE PROTECTED AT ALL TIMES AGAINST SUBSEQUENT DAMAGE UNTIL FINAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE.
<br />6. CONTRACTOR SHALL FIELD INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS, ELEVATIONS AND DIMENSIONS OF THE PROJECT, AS SHOWN ON OR
<br />REFERENCED ON THE DRAWINGS, AND NOTIFY THE OWNER'S REPRESENTATIVE ABOUT ANY CONDITION REQUIRING MODIFICATION OR CHANGE PRIOR TO BIDDING.
<br />EXAMINE THE DRAWINGS AND SPECIFICATIONS AND CLEARLY UNDERSTAND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED PRIOR TO
<br />BIDDING. ENTERING INTO AN AGREEMENT WITH THE OWNER INDICATES THAT THE CONTRACTOR HAS VISITED THE SITE, FAMILIARIZED HIMSELF OR HERSELF WITH
<br />EXISTING CONDITIONS AND REVIEWED SAME WITH REQUIREMENTS OF CONTRACT DOCUMENTS. NO ALLOWANCES OF ANY KIND WILL BE MADE FOR ANY EXTRA COST DUE
<br />TO THE CONTRACTOR'S FAILURE TOO INFORM THE OWNER OF DISCREPANCIES IN TIME TO ISSUE CORRECTIVE ADDENDA PRIOR TO BIDDING. THE CONTRACT DOCUMENTS
<br />ILLUSTRATE THE INTENT OF THE WORK TO BE PERFORMED.
<br />7. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
<br />REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
<br />8. UNDERGROUND UTILITIES INDICATED ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES
<br />INCLUDING TELEPHONE, WATER, GAS, TV, TRAFFIC SIGNAL, STREET LIGHTING, ETC. WITH THE APPROPRIATE AGENCY. NEITHER THE OWNER NOR THE LANDSCAPE
<br />ARCHITECT ASSUMES RESPONSIBILITY THAT THE UNDERGROUND UTILITIES INDICATED WOULD BE THOSE ENCOUNTERED. CONTRACTOR SHALL NOTIFY UNDERGROUND
<br />SERVICE ALERT (U.S.A. 800-642-2444) TWO WORKING DAYS MINIMUM PRIOR TO ANY EXCAVATION.
<br />9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK TO AVOID CONFLICTS BETWEEN SEWER LATERALS, STORM DRAINS AND WATER MAINS.
<br />10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DIFFERENCES IN LOCATIONS OF EXISTING UTILITIES FROM THAT
<br />SHOWN, OR ANY CONFLICTS WITH THE DESIGN BEFORE CONTINUING WORK IN THAT AREA.
<br />11. UTILITY CONNECTIONS AND DISCONNECTIONS NECESSARY TO COMPLETE THE WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO MINIMIZE UTILITY SERVICE
<br />INTERRUPTIONS TO FACILITY OPERATIONS IN THE VICINITY OF CONSTRUCTION. COORDINATE ALL "DOWN TIME" WITH THE OWNER AND WITH THE APPROPRIATE AGENCY.
<br />12. ALL EXISTING UTILITY STRUCTURES (SHOWN OR NOT SHOWN ON THE DRAWINGS) WITHIN THE AREA OF WORK SHALL BE ADJUSTED OR RECONSTRUCTED TO THE FINISH
<br />GRADES SHOWN AND SPECIFIED.
<br />13. PROVIDE ADEQUATE COVER FOR THE PROTECTION OF ALL PROPOSED AND EXISTING UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT.
<br />14. ANY PERMANENT MONUMENTS OR POINTS DAMAGED OR DESTROYED SHALL BE REPLACED BY A LICENSED ENGINEER OR LAND SURVEYOR AT THE CONTRACTOR'S
<br />EXPENSE.
<br />15. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK UNDER CONTRACTS THAT MAYBE UNDERWAY CONCURRENTLY WITH THIS PROJECT.
<br />16. TRAFFIC CONTROL: PRIOR TO BEGINNING ANY WORK ON EXISTING STREETS, ADVANCE-WARNING SIGNS SHALL BE INSTALLED. TRAFFIC CONTROL SHALL BE PROVIDED IN
<br />ACCORDANCE WITH CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" CURRENT EDITION AND ANY ADDITIONAL CITY
<br />REQUIREMENTS. FAILURE TO COMPLY MAY RESULT IN IMMEDIATE STOPPAGE OF WORK UNTIL THE PROPER TRAFFIC CONTROL IS IN ORDER. CONTRACTOR SHALL
<br />PREPARE A TRAFFIC CONTROL PLAN FOR CITY REVIEW AND APPROVED PRIOR TO ANY WORK REQUIRING TRAFFIC CONTROL.
<br />17. PROVIDE BARRICADES TO PROTECT THE GENERAL PUBLIC AND TO PREVENT UNCONTROLLED ACCESS TO THE SITE AT ALL TIMES.
<br />18. PROVIDE FOR EGRESS AND INGRESS TO ON-SITE FACILITIES THAT ARE TO REMAIN OPERATIONAL DURING ALL PHASES OF CONSTRUCTION.
<br />19. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY PERTAINING TO "CONFINED SPACE". ANY MANHOLE,
<br />CULVERT, DROP INLET OR TRENCH, WHICH COULD CONTAIN AIR THAT IS NOT READILY VENTILATED, MAY BE CONSIDERED A "CONFINED SPACE".
<br />20. TRENCHES SHALL BE SHORED IN ACCORDANCE WITH CAL-OSHA 'CONSTRUCTION SAFETY ORDERS' CURRENT EDITION.
<br />21. CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE,AND OTHER IMPROVEMENT WITH A SMOOTH TRANSITION IN PAVING,
<br />CURBS, GUTTERS, SIDEWALKS,GRADING, ETC. AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPE, LOW SPOTS, OR HAZARDOUS
<br />CONDITIONS.
<br />22. CONSTRUCTION OPERATIONS: WASTEWATER GENERATED DURING CONSTRUCTION SHALL NOT BE DISCHARGED TO THE STORM DRAIN SYSTEM. THIS INCLUDES WASTE
<br />FROM PAINTING, SAW CUTTING, CONCRETE WORK, ETC. THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO ELIMINATE DISCHARGE TO THE STORM DRAIN SYSTEM AND,
<br />IF NECESSARY, PROVIDE AN AREA FOR ON SITE WASHING ACTIVITIES DURING CONSTRUCTION, MATERIALS THAT COULD CONTAMINATE STORM RUNOFF SHALL BE STORED
<br />IN AREAS WHICH ARE DESIGNED TO PREVENT EXPOSURE TO RAINFALL AND NOT ALLOW STORM WATER TO RUN ONTO THE AREA. GRADING AND DRAINAGE FEATURES
<br />SHALL BE CONSTRUCTED SO THAT WATER FLOW DOES NOT DRAIN TO OTHER PROPERTIES.
<br />23. FLUSHING OF STREETS AND PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS PROPER SEDIMENT CONTROLS ARE USED.
<br />PREFERABLY, AREAS REQUIRING CLEANING SHOULD BE SWEPT.
<br />24. ANY REVISIONS OR ADDITIONAL WORK REQUIRED AS A RESULT OF FIELD CONDITIONS OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF
<br />THE OWNER'S REPRESENTATIVE BEFORE WORK PERFORMED BY THE CONTRACTOR WITHOUT WRITTEN AUTHORIZATION SHALL BE THE FULL RESPONSIBILITY OF THE
<br />CONTRACTOR WHO SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO. ANY AND ALL REVISIONS SHALL BE IN WRITTEN CHANGE ORDER FORM AND APPROVED AND
<br />AUTHORIZED BY THE OWNER BEFORE BEGINNING WORK.
<br />25. ALL LANDSCAPING AND ANY ARCHITECTURAL STRUCTURE/FEATURE SHALL BE NO MORE THAN 30 INCHES TALL INSIDE THE INTERSECTION VISIBILITY ZONES AS
<br />ESTABLISHED BY AN INTERSECTION VISIBILITY ANALYSIS INCORPORATING CORNER SIGHT DISTANCE CRITERIA AT ALL SIGNALIZED INTERSECTIONS FOR THIS SITE.
<br />CRITICAL SPEED FOR CALCULATING THE VISIBILITY ZONES SHALL BE 45 MPH.
<br />L-000 COVER SHEET
<br />L-001 TREE DISPOSITION PLAN
<br />L-002 TREE DISPOSITION PLAN - AREA B & C
<br />L-003 TREE INVENTORY AND PROTECTION RECOMMENDATIONS
<br />L-004 TREE INVENTORY AND PROTECTION RECOMMENDATIONS
<br />L-005 SURFACE PARKING SHADING PLAN
<br />L-006 HARDSCAPE SHADING PLAN
<br />L-007 LANDSCAPE SHADING PLAN
<br />L-100 ANNOTATED LANDSCAPE PLAN
<br />L-101 ANNOTATED LANDSCAPE PLAN - PLAN AREA B & C
<br />L-102 FURNISHINGS AND MATERIALS
<br />L-200 PLANTING SCHEDULE AND NOTES
<br />L-201 PLANTING PLAN
<br />L-202 PLANTING PLAN - PLAN AREA B & C
<br />L-203 PLANTING PALETTE
<br />AL ALIGN
<br />AC ASPHALTIC CONCRETE
<br />AD AREA DRAIN
<br />ADA AMERICANS WITH DISABILITIES
<br />ACT
<br />AGG AGGREGATE
<br />APPX APPROXIMATE
<br />ARCH ARCHITECTURE
<br />BLDG BUILDING
<br />BS BOTTOM OF STAIRS
<br />CALDAG CALIFORNIA DISABLED
<br />ACCESSIBILITY GUIDEBOOK
<br />CB CATCH BASIN
<br />CBC CALIFORNIA BUILDING CODE
<br />CJ CONTROL JOINT
<br />CL CENTERLINE
<br />CLF CHAIN LINK FENCE
<br />CLR CLEAR
<br />CO CLEAN OUT
<br />CONC CONCRETE
<br />CONST CONSTRUCTION
<br />CONT CONTINUOUS
<br />CTR CENTER
<br />DG DECOMPOSED GRANITE
<br />DI DRAIN INLET
<br />DIA DIAMETER
<br />DWGS DRAWINGS
<br />EJ EXPANSION JOINT
<br />ELE TRANS ELECTRICAL TRANSFORMER
<br />ELEV ELEVATION
<br />EQ EQUAL
<br />EQUIP EQUIPMENT
<br />ETWU ESTIMATED TOTAL WATER USE
<br />(E)EXISTING
<br />FFE FINISH FLOOR ELEVATION
<br />FG FINISH GRADE
<br />FOB FACE OF BUILDING
<br />FOC FACE OF CURB
<br />FT FOOT/FEET
<br />GAL GALLON
<br />GALV GALVANIZED
<br />GB GRADE BREAK
<br />GFRC GLASS FIBER REINFORCED
<br />CONCRETE
<br />GPM GALLONS PER MINUTE
<br />HB HOSE BIB
<br />HDPE HIGH DENSITY POLYETHYLENE
<br />HDR HEADER
<br />HT HEIGHT
<br />IRR IRRIGATION
<br />MAWA MAXIMUM APPLIED WATER
<br />ALLOWANCE
<br />MAX MAXIMUM
<br />MFG MANUFACTURER
<br />MH MANHOLE
<br />MIN MINIMUM
<br />(N)NEW
<br />NIC NOT IN CONTRACT
<br />NO NUMBER
<br />NTS NOT TO SCALE
<br />OC ON CENTER
<br />PA PLANTING AREA
<br />PERF PERFORATED
<br />PIP POURED-IN-PLACE
<br />PL PROPERTY LINE
<br />POC POINT OF CONNECTION
<br />PROP PROPOSED
<br />PVC POLYVINYL-CHLORIDE
<br />QTY QUANTITY
<br />R RADIUS
<br />RB ROOTBALL
<br />REBAR REINFORCING BAR
<br />REC RECOMMENDATION
<br />REQ'D REQUIRED
<br />SAD SEE ARCHITECTURAL DRAWINGS
<br />SED SEE ELECTRICAL DRAWINGS
<br />SPD SEE PLUMBING DRAWINGS
<br />SSD SEE STRUCTURAL DRAWINGS
<br />SCD SEE CIVIL DRAWINGS
<br />SD STORM DRAIN
<br />SJ SCORE JOINT
<br />SMD SEE MECHANICAL DRAWINGS
<br />SPCS SPACES
<br />SPEC'D SPECIFIED
<br />SPECS SPECIFICATIONS
<br />SQ SQUARE
<br />SF SQUARE FEET
<br />SS STAINLESS STEEL
<br />STD STANDARD
<br />STL STEEL
<br />STPA STORMWATER TREATMENT
<br />PLANTING AREA
<br />TBD TO BE DETERMINED
<br />TC TOP OF CURB
<br />TS TOP OF STAIRS
<br />TW TOP OF WALL
<br />TYP TYPICAL
<br />UBC UNIFORM BUILDING CODE
<br />UON UNLESS OTHERWISE NOTED
<br />V.I.F VERIFY IN FIELD
<br />VERT VERTICAL
<br />WUCOLS WATER USE CLASSIFICATION
<br />OF LANDSCAPE SPECIES
<br />W/WITH
<br />@ AT
<br />ACCESSIBILITY NOTES
<br />1. ALL SITE WORK SHALL COMPLY WITH CURRENT CALIFORNIA BUILDING CODE (CALIFORNIA CODE OF REGULATIONS TITLE 24), CURRENT STANDARDS OF THE AMERICANS
<br />WITH DISABILITIES ACT (ADA), AND THE CURRENT FAIR HOUSING ACT DESIGN MANUAL.
<br />2. ALL PAVING AREAS SHALL BE ACCESSIBLE PER TITLE 24. ALL PAVING SURFACES ARE TO BE STABLE, FIRM, AND SLIP RESISTANT WITH CROSS SLOPES NOT TO EXCEED 2%
<br />IN ANY DIRECTION, UNLESS OTHERWISE NOTED. ACCESSIBLE PATHS OF TRAVEL ARE BARRIER-FREE ACCESS ROUTES AT LEAST 48" CLEAR IN WIDTH AND WITHOUT ANY
<br />ABRUPT VERTICAL LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAX SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX. ALL ACCESSIBLE PATHWAYS
<br />SHALL BE SLOPED LESS THAN 5% IN THE DIRECTION OF TRAVEL, UNLESS OTHERWISE NOTED.
<br />3. ALL ACCESSIBLE PATHS OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS BELOW 80” ABOVE FINISH GRADE. OBJECTS WITH LEADING EDGES
<br />LOCATED BETWEEN 27" AND 80" ABOVE FINISH GRADE SHALL NOT PROTRUDE MORE THAN 4" HORIZONTALLY INTO THE PATH OF TRAVEL. EXCEPTIONS INCLUDE HANDRAILS,
<br />DOOR CLOSERS, AND DOOR STOPS. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED.
<br />REFERENCE PLAN
<br />ABBREVIATIONS
<br />EAST WING
<br />ADDITION
<br />AND
<br />R
<br />E
<br />W
<br />S
<br />
<br />D
<br />R
<br />SHEET LIST
<br />N
<br />L-000
<br />COVER SHEET
<br />OL
<br />D
<br />
<br />S
<br />A
<br />N
<br />T
<br />A
<br />
<br />R
<br />I
<br />T
<br />A
<br />
<br />R
<br />O
<br />A
<br />D
<br />EXISTING
<br />BUILDING
<br />PLAN AREA A
<br />PLAN AREA B
<br />PLAN AREA C
<br />EXISTING
<br />BUILDING
<br />EXISTING
<br />BUILDING
<br />EXISTING
<br />BUILDING
<br />2
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