Thousand Oaks City Council
March 26, 2024

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30 S7.04
01/16/2024

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30 S7.05
01/16/2024

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30 S7.06
01/16/2024

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S T R U C T U R A S L TA T E OF CA L I FORN I A

VICINITY MAP

GENERAL NOTES

THE EARTH RETENTION DESIGNER IS DEFINED AS THE REGISTERED CIVIL ENGINEER WHOSE STAMP IS ON THESE PLANS.

THE EARTH RETENTION CONTRACTOR IS DEFINED AS THE ORGANIZATION(S) OR PERSON(S) WHO INSTALL THE EARTH SUPPORT SYSTEMS INDICATED ON THESE PLANS.

THE GENERAL CONTRACTOR IS DEFINED AS THE ORGANIZATION(S) OR PERSON(S) WITH OVERALL CONTROL OFTHE SITE CONSTRUCTION.THE PROJECT GEOTECHNICAL ENGINEER IS DEFINED AS THE ORGANIZATION OR PERSON WHO AUTHORED THE APPROVED SOILS/GEOLOGY REPORT ASSOCIATED WITH THE PROJECT.

THESE EARTH RETENTION PLANS SHALL BE REVIEWED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO BEGINNING WORK.LOCATION OF ALL EXISTING FACILITIES, ADJACENT STRUCTURES AND UNDERGROUND AND OVERHEAD UTILITIES SHOWN ARE AS INTERPRETED FROM INFORMATION PROVIDED TO DRS ENGINEERING DURING DESIGN. THE

ACTUAL LOCATIONS OF ALL SUCH ITEMS SHALL BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION OF THE EARTH RETENTION. ANY DISCREPANCIES OR POTENTIAL CONFLICTS BETWEEN EXISTING FACILITIES AND THIS WORK SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE EARTH RETENTION DESIGNER. THE

EARTH RETENTION DESIGNER SHALL NOT BE RESPONSIBLE FOR DAMAGE TO EXISTING FACILITIES, STRUCTURES

OR UTILITIES DUE TO INCORRECT INTERPRETATION OF EXISTING DRAWINGS OR DATA OR MISSING LOCATION INFORMATION.

AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT. TELEPHONE NUMBER (800) 227-2600.

EXCAVATION SHALL BE CO-ORDINATED WITH THE INSTALLATION OF THE EARTH RETENTION SYSTEM SO AS TOPREVENT LOSS OF GROUND OR SETTLEMENT OF ADJACENT STRUCTURES. HEAVY EQUIPMENT OR CRANES SHALLNOT BE LOCATED ADJACENT TO THE EARTH RETENTION BULKHEAD EXCEPT WHERE SPECIFICALLY PROVIDED FOR IN THE DESIGN.

THE EARTH RETENTION CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT THE EARTH RETENTION IS BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS, THE CONTRACTOR

SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CONTACTING THE EARTH RETENTION DESIGNER.

SITE DRAINAGE AND SITE DEWATERING TO BE PROVIDED BY OTHERS.

THE GENERAL CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM HIS OPERATIONS BYAPPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, EARTH RETENTION, ETC.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. ALL

CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES, ORDINANCES, RESTRICTIONS AND OSHA REQUIREMENTS.NO EXCAVATION OR GRADING SHALL COMMENCE UNTIL 10 DAYS AFTER ADJOINING PROPERTY OWNERS HAVEBEEN NOTIFIED IN WRITING AS REQUIRED BY SECTION 3307.1 OF THE CALIFORNIA BUILDING CODE.

EXCAVATION NOTIFICATION
CALL 1-800-422-4133 A MINIMUM OF TWO DAYS BEFORE COMMENCING EXCAVATION ENSURE ALL RELEVANT UTILITY COMPANIES HAVE CLEARED THE LOCATION. UPDATE ALL DIG ALERT NOTIFICATIONS EVERY TEN DAYS.

IF CAISSONS ARE TO BE INSTALLED WITHIN THREE FEET OF A UTILITY, THEN UTILITY MUST BE EXPOSED TO CONFIRM LOCATION AND CLEARANCE DURING DRILLING/DRIVING.

MATERIALS
STEEL
MISCELLANEOUS STEEL: ASTM A-36, ASTM A-572 OR A-992REINFORCING STEEL: ASTM A-615 - GRADE 60 WELDED WIRE FABRIC: STEEL WELDED WIRE REINFORCEMENT TO ASTM A-1064 f'y (min) = 65ksiWELDING ELECTRODES: E-70 ksi CEMENTITIOUSCEMENT: ASTM C-150, TYPE II / VSHOTCRETE: f'c (28) = 4000psiCAISSON CONCRETE: f'c (28) = 4000psi

MISCELLANEOUS
WALL DRAINAGE: MIRADRAIN 6200XL, J-DRAIN 420XL, OR EQUIVALENTWATERPROOFING: BARRICOAT S SPRAY APPLIED MEMBRANE PER LARR#25494

OR EQUIVALENT SYSTEM WITH LADBS APPROVAL
MEMBERS OR DETAILS MAY BE SUBSTITUTED FOR EQUIVALENT OR BETTER, AS APPROVED BY ENGINEER.

CODES AND SPECIFICATIONS
CALIFORNIA BUILDING CODE - 2019 EDITIONSTEEL DESIGN - AISC 15th EDITIONCONCRETE DESIGN - ACI-318-19

GEOTECHNICAL ENGINEER AND GEOLOGIST

THIS PLAN HAS BEEN REVIEWED AND CONFORMS TO RECOMMENDATIONS OF GEOTECHNICAL ENGINEERING / GEOLOGIC REPORT REFERENCED ABOVE.GEOTECHNICAL ENGINEER SIGNATURE AND DATE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _GEOLOGIST SIGNATURE AND DATE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

DESIGN CRITERIA

GENERAL PROCEDURES

ALL NECESSARY PERMITS SHALL BE OBTAINED (BY OTHERS) PRIOR TO COMMENCEMENT OF INSTALLATION OF THE EARTH RETENTION SYSTEM.

GENERAL CONTRACTOR AND EARTH RETENTION CONTRACTOR WILL FOLLOW ALL APPLICABLE CAL-OSHA REQUIREMENTS IN THE EXECUTION OF THE WORK DESCRIBED HEREIN.PRIOR TO THE START OF WORK THE EXISTING GRADE ELEVATIONS AND THE LOCATION AND DEPTH OF ALLEXISTING AND NEW UTILITIES SHALL BE DETERMINED BY THE GENERAL CONTRACTOR AND PROVIDED IN WRITING TO THE EARTH RETENTION CONTRACTOR.

LAYOUT OF PERMANENT SOLDIER PILE WALL LINE AND ELEVATIONS SHALL BE PROVIDED BY GENERAL CONTRACTOR. PILE LOCATIONS SHALL BE VERIFIED BY OTHERS IMMEDIATELY AFTER INSTALLATION OF SOLDIER BEAMS.

FALL PROTECTION AROUND THE PERIMETER OF THE EXCAVATION, BUILT PER CAL-OSHA STANDARDS, WILL BEPROVIDED (BY OTHERS) IF REQUIRED PRIOR TO CREATING FALL HAZARDS OVER 6 FEET.

GENERAL SEQUENCE OF CONSTRUCTION
INSTALL CAISSONS BY DRILLING METHODS.
a. LEAVE CAISSON UNDISTURBED FOR A MINIMUM OF 24HRS PRIOR TO EXCAVATING IN FRONT OF THE CAISSON. b. EXCAVATE IN 5FT LIFTS (UNLESS OTHERWISE NOTED ON THESE PLANS OR AS REQUIRED BY THE SOILS INSPECTOR ON SITE) AND PLACE SHOTCRETE FACING.
c. CONTINUE EXCAVATION TO SUBGRADE IN 5FT LIFTS, PLACING TEMPORARY FACING AS EXCAVATION PROCEEDS.
d. PLACE PERMANENT REINFORCINGe. SHOOT PERMANENT SHOTCRETE FACING f. CURE PERMANENT SHOTCRETE FACING
WHERE SHOTCRETE LAGGING IS USED MINIMUM TOLERANCE FOR IN-PLACE THICKNESS SHALL BE MINUS 0.5 INCH.

MINUS TOLERANCE ON COVER SHALL BE 0.5 INCH.

REBOUND: REBOUND MATERIAL CANNOT BE RE-USED AND MUST BE KEPT OUT OF THE FINISHED SHOTCRETE BYUSE OF AN AIR HOSE.

CONCRETE CURING IS NOT REQUIRED FOR TEMPORARY SHOTCRETE.

PERMANENT CAISSON INSTALLATION

TOLERANCES
LOCATION VARIATION AT CUT-OFF SHALL BE NO GREATER 6 IN.

THE OUT-OF-PLUMBNESS OF CAISSONS SHALL NOT EXCEED 1.5 PERCENT.

CAISSON SHAFT DIAMETER SHOWN ON THE PROJECT DRAWINGS IS MINIMUM ACCEPTABLE.

EXCAVATIONEXCAVATE DRILLED CAISSONS TO DIMENSIONS AND REQUIRED ELEVATIONS SHOWN ON PROJECT DRAWINGS.

CLEAR ALL OBSTRUCTIONS ENCOUNTERED DURING EXCAVATION.

MAINTAIN SIDEWALL STABILITY DURING DRILLING.WHERE CAVING GROUND EXISTS, PROVIDE TEMPORARY STEEL CASING FOR SHAFT EXCAVATION. MAKE DIAMETER OF EXCAVATION SUCH THAT THE VOID SPACE OUTSIDE ANY TEMPORARY CASING IS MINIMIZED.

REINFORCEMENTPLACE REINFORCEMENT FOR DRILLED CAISSONS AS SHOWN ON THE CONTRACT DOCUMENTS AFTER ACCEPTANCE OF THE DRILLED CAISSON EXCAVATION.

REINFORCEMENT SHALL BE FREE OF MUD, OIL, OR OTHER SURFACE CONTAMINATION AT TIME OF CONCRETEPLACEMENT.

TIE STEEL OF THE SIZES AND CONFIGURATION SHOWN ON PROJECT DRAWINGS AND TIE SECURELY TO MAINTAIN PROPER DIMENSION AND LOCATION DURING CONCRETING OPERATIONS.PROVIDE SPACER ROLLERS TO MAINTAIN COVER.

ONLY EVERY THIRD VERTICAL REINFORCING BAR SHALL BE LAP-SPLICED AT THE SAME ELEVATION.

WELD REINFORCING BARS IN ACCORDANCE WITH AWS D1.4. USE AWS CERTIFIED WELDERS.THE MINIMUM CLEAR DISTANCES BETWEEN VERTICAL REINFORCEMENT, INCLUDING LAPPED BARS, SHALL NOT LESS THAN THE BAR DIAMETER. AGGREGATE SIZE FOR CAISSON CONCRETE SHOULD BE SELECTED SUCH THAT THE MAXIMUM AGGREGATE SIZE IS NOT MORE THAN 1
4 OF THE MINIMUM SPACING BETWEEN VERTICAL BARS.

REINFORCEMENT SHALL BE PLACED BEFORE CAISSON CONCRETING BEGINS.

CONCRETECONCRETE WORK SHALL CONFORM TO ACI 301-16.

DEWATER DRILLED CAISSON EXCAVATION PRIOR TO PLACING CONCRETE. DEWATER IN A MANNER THAT WILL NOT CREATE SUBSIDENCE OR GROUND LOSS THAT MIGHT ADVERSELY AFFECT THE WORK OR EXISTING ADJACENTSTRUCTURES.

PLACE CONCRETE AS SOON AS POSSIBLE AFTER COMPLETION OF EXCAVATION.FOR FREE-FALL CONCRETE, DIRECT IN SUCH A WAY THAT THE FALL IS VERTICAL DOWN THE CENTER OF THE SHAFT WITHOUT HITTING SIDES OR REINFORCEMENT. PLACE CONCRETE IN CAISSON IN ONE CONTINUOUSOPERATION

WHERE TEMPORARY CASINGS ARE UTILIZED, COORDINATE CASING WITHDRAWAL CAREFULLY WITH CONCRETE PLACEMENT. MAINTAIN HEAD OF CONCRETE TO EXCEED THE ANTICIPATED OUTSIDE SOIL AND WATER PRESSURE ABOVE THE BOTTOM OF THE CASING AT ALL TIMES DURING CASING WITHDRAWAL. WHERE CASING IS WITHDRAWN, PROVIDE CONCRETE WITH A MINIMUM SLUMP OF 6IN.

DO NOT VIBRATE CONCRETE INTERNALLY BEFORE THE CASING IS WITHDRAWN. A CASING VIBRATORYEXTRACTOR IS PERMITTED. DO NOT WITHDRAW CASING AFTER CONCRETE HAS ATTAINED INITIAL SET. VIBRATE TOP 3 FT. OF CONCRETE AFTER TEMPORARY CASING HAS BEEN WITHDRAWN.

PROTECT TOPS OF CAISSONS AGAINST DAMAGE AND CURE AND PROTECT TO PREVENT MOISTURE LOSS AND TEMPERATURE EXTREMES IN ACCORDANCE WITH ACI 301-16.

ALLOW CAISSON CONCRETE TO CURE FOR A MINIMUM OF 36 HRS PRIOR TO BEGINNING EXCAVATION ADJACENT TO THE PILE.

TESTINGTHE TESTING AGENCY WILL TAKE AND TEST A MINIMUM OF ONE SET OF FOUR CYLINDERS PER SHIFT FOR QUALITY ASSURANCE.

THE TESTING AGENCY WILL PERFORM COMPRESSION TESTS AT 3, 7, 14 AND 28 DAYS.

PERMANENT CAISSONS WALL MONITORING
PRIOR TO INSTALLATION OF PERMANENT WALLS THE GENERAL CONTRACTOR SHALL TAKE APHOTOGRAPHIC/VIDEO SURVEY TO DOCUMENT THE CONDITION OF ADJACENT PROPERTIES AND IMPROVEMENTS.

COMMENCING PRIOR EXCAVATION, A MINIMUM OF EVERY THIRD CAISSON SHALL BE SURVEY MONITORED WEEKLY BY A CALIFORNIA LICENSED SURVEYOR FOR LATERAL AND VERTICAL MOVEMENT. MOVEMENT DATA

SHALL BE PROVIDED TO EARTH RETENTION DESIGNER ON WEEKLY BASIS DATA SHALL BE DISTRIBUTED WITHIN THREE DAYS OF TAKING READINGS.

CONTROL POINTS FOR MONITORING SHALL BE LOCATED OUTSIDE THE INFLUENCE OF THE PERMANENT WALL TO ENSURE ACCURACY OF THE DATA.

ONCE EXCAVATION SUBGRADE IS REACHED AND THE CAISSON MOVEMENT DATA INDICATES THE EARTH RETENTION SYSTEM IS STABLE THEN MONITORING MAY BE TERMINATED.

TEMPORARY SHOTCRETE
SUBMIT MIX DESIGN TO ENGINEER FOR APPROVAL MAXIMUM SLUMP: 2 1/2" NO ADMIXTURES SHALL BE USED WITHOUT THE APPROVAL OF THE ENGINEER.

THE MIXING TIME FOR MATERIALS DELIVERED BY READY-MIX TRUCKS TO THE JOB SITE SHALL NOT EXCEED TWO HOURS OR 250 REVOLUTIONS OF THE DRUM, WHICHEVER COMES FIRST

ALL REINFORCEMENT SHALL BE CLEAN AND FREE FROM LOOSE MILL SCALE, LOOSE RUST, OIL OR OTHER COATING INTERFERING WITH BOND.

ALL VERTICAL EXCAVATIONS SHALL BE COVERED WITH SHOTCRETE WITHIN 24 HOURS OF EXCAVATION UNLESS OTHERWISE REQUIRED TO PREVENT SLOUGHING OR AS REQUIRED BY THE SOILS INSPECTOR ON SITE.

VERTICAL FACES THAT CANNOT BE COVERED WITH SHOTCRETE WITHIN 24HRS AND THAT ARE LIABLE TO SLOUGHING SHALL BE PROTECTED WITH A SOIL BERM. THE TEMPORARY BERM SHALL BE A MINIMUM OF 3FT WIDE WITH SIDE SLOPES LESS THAN OR EQUAL TO FORTY FIVE DEGREESWHERE VERTICAL CUTS DO NOT STAND WHILE DRILLING OR STAND LONG ENOUGH TO RECEIVE SHOTCRETETHEN A SLOT CUTTING PROCEDURE SHALL BE EMPLOYED. SLOT CUT WIDTHS TO BE AGREED ON SITE BETWEENTHE EARTH RETENTION CONTRACTOR AND THE GEOTECHNICAL ENGINEER.THICKNESS AND REINFORCEMENT COVER TOLERANCES: DESIGN CONCRETE THICKNESS AND CONCRETE COVER OVER REINFORCEMENT ARE SHOWN ON THE DRAWINGS. MINIMUM TOLERANCES FOR ON-PLACE THICKNESSSHALL BE 0.5 INCH.SHOTCRETE SHALL BE APPLIED BY AN EXPERIENCED NOZZLEMAN WHOSE QUALIFICATIONS MEET THE MINIMUM REQUIREMENTS AS SET FORTH IN ACI 506R-16.REBOUND: REBOUND MATERIAL CANNOT BE RE-USED AND MUST BE KEPT OUT OF THE WALL BY USE OF AIR HOSE.

SHOTCRETE SHALL BE PLACED IN CONTINUOUS HORIZONTAL LIFTS. SUBSEQUENT EXCAVATION BELOW A LIFTSHOULD NOT PROCEED UNTIL THE SHOTCRETE HAS CURED FOR A MINIMUM OF 36HRS OR IT CAN BE DEMONSTRATED THAT A COMPRESSIVE STRENGTH OF 2,000 PSI HAS BEEN ACHIEVED.

TEMP. SHOTCRETE MAY BE AIR CURED W/O THE NEED FOR CURING COMPOUNDS OR APPLICATION OF WATER.

STRENGTH TEST FOR SHOTCRETE SHALL BE MADE BY AN APPROVED AGENCY ON SPECIMENS WHICH ARE REPRESENTATIVE OF WORK AND WHICH HAVE BEEN WATER SOAKED FOR AT LEAST 24 HOURS PRIOR TO TESTING. WHEN THE MAXIMUM SIZE AGGREGATE IS LARGER THAN 3/8", SPECIMENS SHALL CONSIST OF NOT LESSTHAN THREE 3" DIAMETER CORES OR 3" CUBES. WHEN THE MAXIMUM SIZE AGGREGATE IS SMALLER THAN 3/8", SPECIMENS SHALL CONSIST OF NOT LESS THAN THREE 2" DIAMETER CORES OR 2" CUBES.

TAKING AND TESTING OF SPECIMENS SHALL BE AS FOLLOWS:

FOUR CYLINDERS TO BE MADE FOR EACH SHIFT WHEN SHOTCRETE WORK IS PERFORMED.

TEST THE CYLINDERS AT 3, 7 AND 14 AND 28 DAYS.

RESULTS TO BE PROVIDED TO EARTH RETENTION DESIGNER ONLY IF THE f'c <= 75% OF REQUIRED STRENGTH AT 28 DAYS.

REINFORCED SHOTCRETE

1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO LATEST APPLICABLE EDITION OF ACI STANDARDS.

2. MAKING AND CURING SHOTCRETE TEST CYLINDERS IN THE FIELD SHALL CONFORM TO ASTM C31-69.

3. ALL SHOTCRETE WITH SPECIFIED ULTIMATE COMPRESSIVE STRENGTH IN EXCESS OF 2500 PSI, SHALL BE

PLACED UNDER THE CONTINUOUS SUPERVISION OF A REGISTERED DEPUTY INSPECTOR, CERTIFIED BY THE GOVERNING DEPARTMENT OF BUILDING AND SAFETY.

4. WATER FOR MIXING SHOTCRETE SHALL BE TAKEN FROM A POTABLE SOURCE DISTRIBUTED FOR DOMESTIC PURPOSES, AND SHALL BE FREE FROM MATERIALS THAT MAY BE DELETERIOUS TO THE SHOTCRETE ORREINFORCING STEEL.

5. UNLESS OTHERWISE NOTED ON THE PLANS, THE FOLLOWING MINIMUM COVER TO REINFORCEMENT SHALL APPLY: SHOTCRETE DEPOSITED AGAINST EARTH ....................................................................... 3"

SHOTCRETE SURFACES EXPOSED TO EARTH AFTER REMOVAL OF FORMS OR DIRECTLY TO THE WEATHER .............................................................................................. 2" SHOTCRETE SURFACES NOT EXPOSED TO EARTH OR DIRECTLY TO WEATHER:

BEAMS AND COLUMNS ......................................................................................................... 1 1/2" SLABS AND WALLS ................................................................................................................ 3/4"

6. REINFORCING SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY SHOTCRETE, METAL, OR OTHER APPROVED CHAIRS, SPACERS OR TIES AGAINST DISPLACEMENT WITHIN THE TOLERANCES PERMITTED.

7. REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND WALL TIES SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING INSPECTOR PRIOR TO POURING OF ANY SHOTCRETE.

8. ALL REINFORCEMENT SHALL BE POSITIONED IN THE SHOTCRETE PER THE DIMENSIONS SHOWN ON THE PLANS WITHIN THE FOLLOWING TOLERANCES:

SLABS, BEAMS, WALLS, AND COLUMNS WHERE MIN. OVERALL DEPTH 'D' IS 24" OR LESS .................... 1/4"SLABS, BEAMS, WALLS, AND COLUMNS WHERE MIN. OVERALL DEPTH 'D' IS GREATER THAN 24" ....... 1/2"

9. ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI-318-19. METAL

REINFORCEMENT SHALL BE FREE OF LOOSE FLAKY RUST, MUD, OIL, AND OTHER COATINGS THAT WILL REDUCE BOND.

10.SPLICES IN ADJACENT BARS SHOULD BE STAGGERED AND THE LOCATION OF ALL SPLICES, EXCEPT THOSE SPECIFIED ON THE DRAWINGS, SHALL BE APPROVED BY THE ENGINEER.

11.SEQUENCE OF CONCRETING AND LOCATION OF CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.

12.EACH PLACEMENT OF SHOTCRETE IN MULTIPLE LIFT WORK SHALL BE ALLOWED TO SET FOR AT LEAST 24 HOURS AFTER FINAL SET OF SHOTCRETE AND BEFORE THE START OF A SUBSEQUENT PLACEMENT.

13.FRESH SHOTCRETE SHALL BE PROTECTED FOR 72 HOURS FROM THE ELEMENTS AND DEFACEMENT DUE TO CONSTRUCTION OPERATIONS.

14.HONEY-COMBED SURFACES AND ROUGH PATCHES SHALL BE MADE GOOD IMMEDIATELY AFTER REMOVAL OF FORM WORK.

15.THE SURFACE OF SOILS AGAINST WHICH SHOTCRETE IS TO BE PLACED SHALL BE MOISTENED THOROUGHLY.16. ALL EXCAVATIONS FOR THE FOUNDATIONS SHALL BE COMPLETELY DE-WATERED. SHOTCRETE SHALL NOT BE PLACED INTO STANDING WATER. WHERE EXCAVATIONS CANNOT BE COMPLETELY DEWATERED, CONTACT STRUCTURAL ENGINEER PRIOR TO PLACEMENT OF SHOTCRETE.

17. ALL SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST BY WETTING FOR A MINIMUM PERIOD OF TEN DAYS

AFTER PLACEMENT, OR BY SEALING THE SURFACE WITH NON-STAINING CURING COMPOUNDS WITH CURRENT ICBO APPROVAL. NO CURING COMPOUND SHALL BE USED ON SURFACES WHERE FUTURE BLENDING WITH SHOTCRETE OR PAINTING IS SPECIFIED OR REQUIRED.

18.CONDUITS AND PIPES EMBEDDED IN SHOTCRETE SHALL CONFORM TO REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (LATEST EDITION), VOLUME 2. PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL NOT BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED ON PLANS. CONTRACTOR SHALL OBTAIN APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. REFER TO CIVIL AND ARCHITECTURAL PLANS FOR LOCATIONS OF ALL PIPES, DUCTS, CHASES, ETC.
2019 CBC PERMANENT SHOTCRETE REQUIREMENTS(CONT.)
1908.10.2 PANEL CRITERIA. WHERE THE MAXIMUM-SIZE AGGREGATE IS LARGER THAN 3/S INCH (9.5 MM), THE TEST PANELS SHALL HAVE MINIMUM DIMENSIONS OF 18 INCHES BY 18 INCHES (457 MM BY 457 MM). WHERE THEMAXIMUM-SIZE AGGREGATE IS 3/8 INCH (9.5 MM) OR SMALLER, THE TEST PANELS SHALL HAVE MINIMUMDIMENSIONS OF 12 INCHES BY 12 INCHES (305 MM BY 305 MM). PANELS SHALL BE SHOT IN THE SAME POSITION AS THE WORK, DURING THE COURSE OF THE WORK AND BY THE NOZZLEMEN DOING THE WORK. THE CONDITIONS UNDER WHICH THE PANELS ARE CURED SHALL BE THE SAME AS THE WORK. [OSHPD 1R, 2 & 5] APPROVAL FROM THE ENFORCEMENT AGENCY SHALL BE OBTAINED PRIOR TO PERFORMING THE TEST PANEL METHOD. 1908.10.3 ACCEPTANCE CRITERIA. THE AVERAGE COMPRESSIVE STRENGTH OF THREE CORES FROM THE IN-PLACE WORK OR A SINGLE TEST PANEL SHALL EQUAL OR EXCEED 0.85 F'C WITH NO SINGLE CORE LESS THAN

0.75 /'C. THE AVERAGE COMPRESSIVE STRENGTH OF THREE CUBES TAKEN FROM THE IN-PLACE WORK OR ASINGLE TEST PANEL SHALL EQUAL OR EXCEED F'C WITH NO INDIVIDUAL CUBE LESS THAN 0.88 F'C. TO CHECK ACCURACY, LOCATIONS REPRESENTED BY ERRATIC CORE OR CUBE STRENGTHS SHALL BE RETESTED. 1908.11 FORMS AND GROUND WIRES FOR SHOTCRETE. [OSHPD 1R, 2 & 5] FORMS FOR SHOTCRETE SHALL BE SUBSTANTIAL AND RIGID. FORMS SHALL BE BUILT AND PLACED SO AS TO PERMIT THE ESCAPE OF AIR AND REBOUND.

ADEQUATE GROUND WIRES, WHICH ARE TO BE USED AS SCREEDS, SHALL BE PLACED TO ESTABLISH THE THICKNESS, SURFACE PLANES AND FORM OF THE SHOTCRETE WORK. ALL SURFACES SHALL BE RODDED TOTHESE WIRES. 1908.12 PLACING. [OSHPD 1R, 2 & 5] SHOTCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 506R-16.

ADDITIONAL PERMANENT SHOTCRETE REQUIREMENTS

SHOTCRETE SHALL BE APPLIED BY AN EXPERIENCED NOZZLEMAN WHOSE QUALIFICATIONS MEET THE MINIMUM REQUIREMENTS AS SET FORTH IN ACI 506R-16.EXCEPT AS OTHERWISE INDICATED HEREIN, SHOTCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI-506R-16
SUBMIT MIX DESIGN TO ENGINEER FOR APPROVAL MAXIMUM SLUMP: 2 1/2" NO ADMIXTURES SHALL BE USED WITHOUT THE APPROVAL OF THE ENGINEER.

THE MIXING TIME FOR MATERIALS DELIVERED BY READY-MIX TRUCKS TO THE JOB SITE SHALL NOT EXCEED TWO HOURS OR 250 REVOLUTIONS OF THE DRUM, WHICHEVER COMES FIRST

ALL REINFORCEMENT SHALL BE CLEAN AND FREE FROM LOOSE MILL SCALE, LOOSE RUST, OIL OR OTHER COATING INTERFERING WITH BOND.

THICKNESS AND REINFORCEMENT COVER TOLERANCES: DESIGN CONCRETE THICKNESS AND CONCRETE COVER OVER REINFORCEMENT IS SHOWN ON THE DRAWINGS. MINIMUM TOLERANCES FOR IN-PLACE THICKNESS SHALL BE MINUS 0.5 INCH. MINUS TOLERANCE ON COVER SHALL BE 0.5 INCH.

SPECIAL INSPECTIONS
SPECIAL INSPECTIONS ARE REQUIRED PER CHAPTER 17 OF THE CALIFORNIA BUILDING CODE.

THE TABLES BELOW INDICATE THE POSSIBLE SPECIAL INSPECTIONS REQUIRED.

SPECIAL INSPECTIONS ARE NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. SPECIALLY INSPECTED

WORK INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE.

THE DEPUTY INSPECTOR MUST BE APPROVED BY RELEVANT AGENCY IN ADVANCE IN ORDER TO PERFORM THETYPES OF INSPECTION SPECIFIED IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE THE TIME WITH THE DEPUTY INSPECTOR ORINSPECTION AGENCY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION.

SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DIVISION FOR APPROVAL PRIOR TO CITY INSPECTOR APPROVAL OF THAT WORK.

WELDING

1. ALL WELDING ELECTRODES SHALL BE E-70XX MINIMUM

2. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE GOVERNING LOCAL BUILDING AUTHORITY.

3. ALL FIELD WELDING SHALL BE DONE UNDER THE SUPERVISION OF A DEPUTY INSPECTOR, CERTIFIED BY THE GOVERNING LOCAL BUILDING AUTHORITY (EXCEPT SINGLE PASS FILLET WELDS <=5/16" MAY BE DONE UNDER PERIODIC INSPECTION).

4. ALL WELDING OF REINFORCING SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE LATEST EDITION OF AMERICAN WELDING SOCIETY (AWS) D1.1:2010.

TABLE 1705.3
REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION (f'c>2500psi) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD" IBC REFERENCE

1. Inspection of reinforcing steel, including prestressing tendons, and placement. - X ACI 318: 3.5, 7.1-7.7 1910.4

2. Inspection of reinforcing steel welding in accordance with Table 1705.2.2, Item 2b.
--
AWS D1.4
ACI 318: 3.5.2 -

3. Inspection of anchors cast in concrete where allowable loads have been increased or where strength design is used. -X ACI 318: 8.1.3, 21.2.8 1908.5, 1909.1

5. Verifying use of required design mix. -X ACI 318: Ch. 4, 5.2-5.4 1904.2, 1910.2, 1910.36. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

XASTM C 172 ASTM C 31
ACI 318: 5.6, 5.8
1910.10

7. Inspection of concrete and shotcrete placement for proper application tech- niques. X - ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.88. Inspection for maintenance of specified curing temperatureand techniques. - X ACI 318: 5.11-5.13 1910.9 TABLE 1705.6

REQUIRED VERIFICATION AND INSPECTION OF SOILS

VERIFICATION AND INSPECTION TASK CONTINUOUS DLIRING TASK LISTED PERIODICALLV DURING TASK LISTED

1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. -X

2. Verify excavations are extended to proper depth and have reached proper material. -X3. Perform classification and testing of compacted fill materials. -X

4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill. X5. Prior to placement of compacted fill, observe subgrade and verify that site has been prepared properly. -X
TABLE 1705.7

REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS

VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED

1. Verify element materials, sizes and lengths comply with the requirements. X2. Determine capacities of test elements and conduct additional load tests, as required. X3. Observe driving operations and maintain complete and accurate records for each element. X4. Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achieve design capacity, record tip and butt elevations and document any damage to foundation element.

X5. For steel elements, perform additional inspections in accordance with Section 1705.2. --

6. For concrete elements and concrete-filled elements, pe1form additional inspections in accordance with Section 1705.3.
--

7. For specialty elements, perform additional inspections as determined by the registered design professional in responsible charge.
--
TABLE 1705.8

REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS

VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED

1. Observe drilling operations and maintain complete and accurate records for each element. X2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end-bearing stratacapacity. Record concrete or grout volumes.

X3. For concrete elements, perform additional inspections in accordance with Section 1705.3. -

STRUCTURAL OBSERVATIONS

GENERAL NOTES FOR STRUCTURAL OBSERVATION

1. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION AT THE CONSTRUCTION SITE OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES, AND THE COMPLETESTRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURALOBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR.

2. THE OWNER SHALL EMPLOY A STATE OF CALIFORNIA REGISTERED CIVIL OR STRUCTURAL ENGINEER OR LICENSED ARCHITECT TO PERFORM THE STRUCTURAL OBSERVATION. THE DEPARTMENT OF BUILDING AND SAFETY REQUIRES THE USE OF THE ENGINEER OR ARCHITECT, OR HIS/HER DESIGNEE RESPONSIBLE FOR THESTRUCTURAL DESIGN WHO ARE INDEPENDENT OF THE CONTRACTOR.

3. THE STRUCTURAL OBSERVER SHALL PROVIDE EVIDENCE OF EMPLOYMENT BY THE OWNER OR THE OWNER'S REPRESENTATIVE. A LETTER FROM THE OWNER, THE OWNER'S REPRESENTATIVE, OR A COPY OF THE AGREEMENT FOR SERVICES SHALL BE SENT TO THE BUILDING INSPECTOR BEFORE THE FIRST SITE VISIT.

4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE AND CALL FOR A MEETING BETWEEN THE

ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND DEPUTY INSPECTORS. THE PURPOSE OF THE MEETINGSHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL

AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS. A RECORD OF THE MEETING SHALL BE INCLUDED IN THE FIRST OBSERVATION REPORTSUBMITTED TO THE BUILDING INSPECTOR.

5. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE WORK

THAT ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING OF THE WORK INVOLVED .

6. THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT OF THE "STRUCTURAL OBSERVATION REPORT FORM" FOR EACH SIGNIFICANT STAGE OF CONSTRUCTION OBSERVED. THE ORIGINAL OF THE REPORT SHALL BE GIVEN TO THE CONTRACTOR ON-SITE FOR TRANSMISSION TO THE BUILDING INSPECTOR. ANY DEFICIENCY

NOTED ON THE OBSERVATION REPORT WILL BECOME THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER OR ARCHITECT OF RECORD TO VERIFY ITS COMPLETION BY THE STRUCTURAL OBSERVER.

7. A FINAL OBSERVATION REPORT MUST BE SUBMITTED WHICH SHOWS THAT ALL OBSERVED DEFICIENCIES WERE

RESOLVED AND STRUCTURAL SYSTEM GENERALLY CONFORMS WITH THE APPROVED PLANS AND SPECIFICATIONS.

8. THE STRUCTURAL OBSERVER SHALL PROVIDE THE ORIGINAL STAMPED AND SIGNED "STRUCTURAL OBSERVATION REPORT FORM" TO THE CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY BUILDING INSPECTOR.

9. WHEN THERE IS A NEED TO REPLACE THE STRUCTURAL OBSERVER OF RECORD, THE OWNER SHALL :

A) NOTIFY THE BUILDING INSPECTOR IN WRITING BEFORE THE NEXT INSPECTION

B) CALL AN ADDITIONAL PRECONSTRUCTION MEETING, AND

C) FURNISH THE REPLACEMENT STRUCTURAL OBSERVER WITH A COPY OF ALL PREVIOUS OBSERVATION REPORTS.D) THE NEW STRUCTURAL OBSERVER MUST BE DESIGNATED BY THE ENGINEER OR ARCHITECT OF RECORD.

THE REPLACEMENT STRUCTURAL OBSERVER SHALL APPROVE THE CORRECTION OF THE ORIGINAL OBSERVED DEFICIENCIES UNLESS OTHERWISE APPROVED BY PLAN CHECK SUPERVISION. THE POLICY OF THEDEPARTMENT SHALL BE TO CORRECT ANY PROPERLY NOTED DEFICIENCIES WITHOUT CONSIDERATION OF THEIR SOURCE.

10.THE ENGINEER OR ARCHITECT OF RECORD SHALL DEVELOP ALL CHANGES RELATING TO THE STRUCTURAL SYSTEMS. THE BUILDING DEPARTMENT SHALL REVIEW AND APPROVE ALL CHANGES TO THE APPROVED PLANS AND SPECIFICATIONS.
x
x

XXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXX

XXXXXXXXX
2019 CBC PERMANENT SHOTCRETE REQUIREMENTS
REQUIREMENTS OF 2019 CALIFORNIA BUILDING CODE SECTION 1908. 1908.1 GENERAL. SHOTCRETE IS MORTAR OR CONCRETE THAT IS PNEUMATICALLY PROJECTED AT HIGH VELOCITY ONTO A SURFACE. EXCEPT AS SPECIFIED IN THIS SECTION, SHOTCRETE SHALL CONFORM TO THE REQUIREMENTSOF THIS CHAPTER FOR REINFORCED CONCRETE, [OSHPD LRY 2 & 5] AND THE PROVISIONS OF ACI-506R-16. THE SPECIFIED COMPRESSIVE STRENGTH OF SHOTCRETE SHALL NOT BE LESS THAN 3,000 PSI (20.69 MPA). [OSHPD 1R, 2 & 5] CONCRETE OR MASONRY TO RECEIVE SHOTCRETE SHALL HAVE THE ENTIRE SURFACE THOROUGHLY CLEANED AND ROUGHENED BY A METHOD ACCEPTABLE TO THE ENFORCEMENT AGENCY, ANDJUST PRIOR TO RECEIVING SHOTCRETE SHALL BE THOROUGHLY CLEANED OF ALL DEBRIS, DIRT AND DUST.

CONCRETE AND MASONRY SHALL BE WETTED BEFORE SHOTCRETE IS DEPOSITED, BUT NOT SO WET AS TOOVERCOME SUCTION. 1908.2 PROPORTIONS AND MATERIALS. SHOTCRETE PROPORTIONS SHALL BE SELECTED THAT ALLOW SUITABLE

PLACEMENT PROCEDURES USING THE DELIVERY EQUIPMENT SELECTED AND SHALL RESULT IN FINISHED IN-PLACE HARDENED SHOTCRETE MEETING THE STRENGTH REQUIREMENTS OF THIS CODE. 1908.3 AGGREGATE. COARSE AGGREGATE, IF USED, SHALL NOT EXCEED 3/4 INCH (19.1 MM). [OSHPD 1R, 2 & 5] FOR STRUCTURAL WALLS, WHEN TOTAL REBAR IN ANY DIRECTION IS MORE THAN 0.31 IN 27FT.

OR REBAR SIZE IS LARGER THAN NO. 5, SHOTCRETE SHALL CONFORM TO COARSE AGGREGATE GRADING NO. 2 IN ACCORDANCE WITH TABLE 1.1.1 OF ACI 506R-16.
1908.4 REINFORCEMENT. REINFORCEMENT USED IN SHOTCRETE CONSTRUCTION SHALL COMPLY WITH THE

PROVISIONS OF SECTIONS
1908.4.1 SIZE. THE MAXIMUM SIZE OF REINFORCEMENT SHALL BE NO. 5 BARS UNLESS IT IS DEMONSTRATED BY PRECONSTRUCTION TESTS THAT ADEQUATE ENCASEMENT OF LARGER BARS WILL BE ACHIEVED. 1908.4.2 CLEARANCE. WHERE NO. 5 OR SMALLER BARS ARE USED, THERE SHALL BE A MINIMUM CLEARANCE BETWEEN PARALLEL REINFORCEMENT BARS OF 2-1/2 INCHES (64 MM). WHEN BARS LARGER THAN NO. 5 ARE

PERMITTED, THERE SHALL BE A MINIMUM CLEARANCE BETWEEN PARALLEL BARS EQUAL TO SIX DIAMETERS OF THE BARS USED. WHERE TWO CURTAINS OF STEEL ARE PROVIDED, THE CURTAIN NEARER THE NOZZLE SHALL HAVE A MINIMUM SPACING EQUAL TO 12 BAR DIAMETERS AND THE REMAINING CURTAIN SHALL HAVE A MINIMUM SPACING OF SIX BAR DIAMETERS.

EXCEPTION: SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL, REQUIRED CLEARANCES SHALL BEREDUCED WHERE IT IS DEMONSTRATED BY PRECONSTRUCTION TESTS THAT ADEQUATE ENCASEMENT OF THE BARS USED IN THE DESIGN WILL BE ACHIEVED.
1908.4.3 SPLICES. LAP SPLICES OF REINFORCING BARS SHALL UTILIZE THE NON CONTACT LAP SPLICE METHOD WITH A MINIMUM CLEARANCE OF 2 INCHES (51 MM) BETWEEN BARS. THE USE OF CONTACT LAP SPLICES

NECESSARY FOR SUPPORT OF THE REINFORCING IS PERMITTED WHERE APPROVED BY THE BUILDING OFFICIAL,

BASED ON SATISFACTORY PRECONSTRUCTION TESTS THAT SHOW THAT ADEQUATE ENCASEMENT OF THE BARS

WILL BE ACHIEVED, AND PROVIDED THAT THE SPLICE IS ORIENTED SO THAT A PLANE THROUGH THE CENTER OF THE SPLICED BARS IS PERPENDICULAR TO THE SURFACE OF THE SHOTCRETE. 1908.4.4 SPIRALLY TIED COLUMNS. SHOTCRETE SHALL NOT BE APPLIED TO SPIRALLY TIED COLUMNS.1908.5 PRECONSTRUCTION TESTS. WHERE PRECONSTRUCTION TESTS ARE REQUIRED BY SECTION 1908.4, A TEST PANEL SHALL BE SHOT, CURED, CORED OR SAWN, EXAMINED AND TESTED PRIOR TO COMMENCEMENT OF THEPROJECT. [OSHPD 1R, 2 & 5] A PRECONSTRUCTION TEST PANEL SHALL BE SHOT, CURED, CORED OR SAWN,EXAMINED AND TESTED PRIOR TO COMMENCEMENT OF THE PROJECT FOR ALL SHOTCRETE WORK. THE SAMPLEPANEL SHALL BE REPRESENTATIVE OF THE PROJECT AND SIMULATE JOB CONDITIONS AS CLOSELY AS POSSIBLE.

THE PANEL THICKNESS AND REINFORCING SHALL REPRODUCE THE THICKEST AND MOST CONGESTED AREA SPECIFIED IN THE STRUCTURAL DESIGN. IT SHALL BE SHOT AT THE SAME ANGLE, USING THE SAME NOZZLEMAN AND WITH THE SAME CONCRETE MIX DESIGN THAT WILL BE USED ON THE PROJECT. THE EQUIPMENT USED IN PRECONSTRUCTION TESTING SHALL BE THE SAME EQUIPMENT USED IN THE WORK REQUIRING SUCH TESTING,UNLESS SUBSTITUTE EQUIPMENT IS APPROVED BY THE BUILDING OFFICIAL. REPORTS OF PRECONSTRUCTION TESTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AS SPECIFIED IN SECTION 1704.5. 1908.6 REBOUND. ANY REBOUND OR ACCUMULATED LOOSE AGGREGATE SHALL BE REMOVED FROM THE SURFACES TO BE COVERED PRIOR TO PLACING THE INITIAL OR ANY SUCCEEDING LAYERS OF SHOTCRETE.

REBOUND SHALL NOT BE USED AS AGGREGATE.
1908.7 JOINTS. EXCEPT WHERE PERMITTED HEREIN, UNFINISHED WORK SHALL NOT BE ALLOWED TO STAND FOR MORE THAN 30 MINUTES UNLESS EDGES ARE SLOPED TO A THIN EDGE. FOR STRUCTURAL ELEMENTS THAT WILLBE UNDER COMPRESSION AND FOR CONSTRUCTION JOINTS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS, SQUARE JOINTS ARE PERMITTED. BEFORE PLACING ADDITIONAL MATERIAL ADJACENT TOPREVIOUSLY APPLIED WORK, SLOPING AND SQUARE EDGES SHALL BE CLEANED AND WETTED. [OSHPD 1R, 2 & 5] THE FILM OF LAITANCE WHICH FORMS ON THE SURFACE OF THE SHOTCRETE SHALL BE REMOVED WITHIN APPROXIMATELY 2 HOURS AFTER APPLICATION BY BRUSHING WITH A STIFF BROOM. IF THISFILM IS NOT REMOVED WITHIN 2 HOURS, IT SHALL BE REMOVED BY THOROUGH WIRE BRUSHING OR SAND BLASTING. CONSTRUCTION JOINTS OVER 8 HOURS OLD SHALL BE THOROUGHLY CLEANED WITH AIR AND WATER PRIOR TO RECEIVING SHOTCRETE.
1908.8 DAMAGE. IN-PLACE SHOTCRETE THAT EXHIBITS SAGS, SLOUGHS, SEGREGATION, HONEYCOMBING, SAND POCKETS OR OTHER OBVIOUS DEFECTS SHALL BE REMOVED AND REPLACED. SHOTCRETE ABOVE SAGS AND SLOUGHS SHALL BE REMOVED AND REPLACED WHILE STILL PLASTIC. 1908.9 CURING. DURING THE CURING PERIODS SPECIFIED HEREIN, SHOTCRETE SHALL BE MAINTAINED ABOVE 40°F (4°C) AND IN MOIST CONDITION. [OSHPD 1R, 2 & 5] MAINTAIN ABOVE 50°F (10°C) AND IN MOIST CONDITION. 1908.9.1 INITIAL CURING. SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR 24 HOURS AFTER SHOTCRETING IS COMPLETE OR SHALL BE SEALED WITH AN APPROVED CURING COMPOUND. 1908.9.2 FINAL CURING. FINAL CURING SHALL CONTINUE FOR SEVEN DAYS AFTER SHOTCRETING, OR FOR THREE DAYS IF HIGH- EARLY-STRENGTH CEMENT IS USED, OR UNTIL THE SPECIFIED STRENGTH IS OBTAINED. FINAL

CURING SHALL CONSIST OF THE INITIAL CURING PROCESS OR THE SHOTCRETE SHALL BE COVERED WITH AN APPROVED MOISTURE-RETAINING COVER.
1908.9.3 NATURAL CURING. NATURAL CURING SHALL NOT BE USED IN LIEU OF THAT SPECIFIED IN THIS SECTION UNLESS THE RELATIVE HUMIDITY REMAINS AT OR ABOVE 85 PERCENT, AND IS AUTHORIZED BY THE REGISTEREDDESIGN PROFESSIONAL AND APPROVED BY THE BUILDING OFFICIAL. 1908.10 STRENGTH TESTS. STRENGTH TESTS FOR SHOTCRETE SHALL BE MADE BY AN APPROVED AGENCY ON

SPECIMENS THAT ARE REPRESENTATIVE OF THE WORK AND THAT HAVE BEEN WATER SOAKED FOR NOT FEWER THAN 24 HOURS PRIOR TO TESTING. WHERE THE MAXIMUM- SIZE AGGREGATE IS LARGER THAN 3/8 INCH (9.5 MM), SPECIMENS SHALL CONSIST OF NOT LESS THAN THREE 3-INCH-DIAMETER (76 MM) CORES OR 3-INCH (76 MM) CUBES. WHERE THE MAXIMUM-SIZE AGGREGATE IS 3/G INCH (9.5 MM) OR SMALLER, SPECIMENS SHALL CONSISTOF NOT LESS THAN 2-INCH-DIAMETER (51 MM) CORES OR 2- INCH (51 MM) CUBES. 1908.10.1 SAMPLING. SPECIMENS SHALL BE TAKEN FROM THE IN-PLACE WORK OR FROM TEST PANELS, AND SHALL BE TAKEN NOT LESS THAN ONCE EACH SHIFT, BUT NOT LESS THAN ONE FOR EACH 50 CUBIC YARDS (38.2 M3) OF SHOTCRETE.
06/27/2022

CONSTRUCTION

DOCUMENTS
NO. DESCRIPTION DATE

PERMANENT CAISSON WALL
3564 SAGUNTO ST. BOX 486,
SANTA YNEZ CA 93460
TEL: (818) 402-3962
FAX: (818) 276-1922
WWW.DRS-ENGINEERING.NET
[email protected]
Engineering Inc.

D
R
S
Exp. 9.30.22
C 69911
DAVID R. SALTER

C I V I L

STATE OF CAL I FORNIA

REGI STERED PROFESS IONAL ENGI NEER
6/27/22

REVISION

HKS PROJECT NUMBERDATE

SHEET TITLE
SHEET NO.

PLOT DATE:

ISSUE
© 2022 HKS, INC.

TEMPLATE VERSION:

KEY PLAN

HCA PROJECT NUMBERS
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203 OWNER

ONE PARK PLAZA
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024
INTERIOR DESIGNER10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017CIVIL ENGINEER 660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360

FACILITY
215 W. JANSS ROAD
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
23775.000

HCA VENDORS
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - cadkins@storagesystemsul
3055500030

CITY PROJECT NUMBER
22-70065

GE HEALTHCARE
TAREY ISBELL - [email protected] OAKS, CA 91361400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
Los Robles Hospital &Medical Center

MEDICAL OFFICEBUILDING
PLAN
NORTH
TRUE
NORTH
NELCO
GEORGE SANCHEZ - [email protected]
S10.01
NOTES
TEL
L O S
P A D R E S D R I V E 828.32 TC 827.99 FS 828.07 TC 827.74 FS 827.67 TC 827.17 FS 828.20 TC 827.70 FS 827.19 TC 826.69 FS 826.49 TC 825.99 FS 826.49 TC
825.99 FS
831.63 TC
831.13 FS
829.57 TC
829.07 FS 830.02 TC 829.52 FS
831.55 TC
831.05 FS
828.41 TC
827.91 FS 829.76 TC 829.26 FS 828.57 TC 828.07 FS
831.78 TC
831.28 FS
831.15 TC
830.65 FS
829.71 TC
829.21 FS
830.63 TC
830.13 FS
831.40 TC
830.90 FS
832.18 TC
831.68 FS
832.85 TC
832.35 FS
832.85 TC
832.35 FS
833.39 TC
832.89 FS
832.38 TC
831.88 FS
830.35 TC
829.85 FS
829.80 TC
829.30 FS
826.09 TC
825.59 FS
811.94 FS
810.98 FL
811.38 FL
825.16 TC
824.66 FL
829.09 TC
828.59 FL
832.74 TC
832.24 FS
831.16 FL
830.85 FL
830.97 TC
830.47 FL
830.77 TC
830.27 FL
831.87 TC
831.37 FS
832.32 TC
831.82 FS
832.18 TC
831.68 FS
827.51 TC
827.01 FS
826.39 TC
825.89 FL
834.18 FS 833.15 FS
834.75 FS
843.25 FS
832.60 FS
839.00 FS
830.56 FS
838.06 FS 836.28 FS
837.54 FS
839.50 FS
848.00 FS
848.70 FS
857.20 FS
836.77 FS
831.38 FS
843.55 FS
852.00 FS
852.35 FS
857.00 FS
824.99 FS
802.54 FS
810.54 FS
810.82 FS
816.61 FS
822.55 FS
826.96 FS
828.36 FS
827.43 TC
826.93 FS
826.91 TC
826.41 FS
827.57 TC
827.07 FS
812.09 TC
811.59 FS
812.02 TC
811.52 FS
811.70 RIM
813.11 FS
812.10 FS 814.72 FS
817.13 FS
822.16 TC
821.66 FS
821.76 FS
824.46 FS 819.09 FS
823.13 FS
811.94 FS
811.98 TC
811.48 FS
811.98 FS
826.03 FS
812.97 FS 812.07 FS
820.00 FS 820.22 FS
814.81 FS
824.24 FS
812.50 FS
812.46 FS
823.69 FS
828.21 TC
827.71 FS
827.24 TC
826.74 FS
828.52 TC
828.02 FS
829.73 TC
829.23 FS
828.23 TC
827.58 TC 827.73 FS
827.08 FS
828.50 TC
828.00 FS
827.41 TC
826.91 FL
828.17 TC
827.67 FL
836.57 FS
836.11 FS 833.50 FS
831.26 FS
833.66 FS
841.07 FS
841.42 FS
849.89 FS
857.00 FS
850.37 FS
837.30 FS
836.03 FS
830.05 FS
829.56 FS
812.01 FS 823.25 FS
828.03 FS
827.46 FS
827.43 FS
812.50 FS
828.29 FS
832.77 TC
832.27 FS
831.43 TC
830.93 FS
832.34 TC
831.84 FS
829.88 TC
829.38 FS
830.42 TC
829.92 FS
830.27 TC
829.77 FS
831.52 TC
831.02 FS
831.70 TC
831.20 FS 831.62 TC
831.12 FS
831.71 TC
831.21 FS
831.44 TC
830.94 FS
831.64 TC
831.14 FS
831.34 TC
830.84 FS
831.06 TC
830.56 FS
830.65 TC
830.15 FS
829.63 TC
829.13 FS
829.49 TC
828.99 FS
829.51 TC
829.01 FS
831.77 TC
831.27 FS
831.93 TC
831.43 FS
829.70 TC
829.20 FS
826.04 TC
825.54 FS
826.15 TC
825.65 FS
831.30 FS 838.65 FS
838.82 FS
846.46 FS
846.66 FS
854.30 FS
834.00 FS
838.09 FS
838.63 FS
843.65 FS
844.12 FS
843.65 FS
826.82 TC
826.32 FS
811.72 FS
816.05 FS
812.29 FS
820.56 FS
826.06 TC
825.56 FS
828.00 FS
827.68 FS
828.11 TC
827.78 FS 828.23 TC 827.90 FS
828.88 TC
828.38 FS
829.30 TC
828.80 FL
828.13 TC
827.80 FS
828.25 TC
827.92 FS
828.18 FS
828.18 FS
828.23 FS
828.31 FS 828.37 FS 828.25 FS
828.10 FS 828.33 FS
827.81 FS
828.50 FS
826.60 FS
827.49 FS
811.50 FL
811.31 FL
811.46 TG
832.85 TC
832.35 FS 833.30 TC
832.80 FS
831.94 TC
831.44 FS
807.12' INV
807.17' INV 807.12' INV
822.16' INV
818.63' INV
823.30' INV
820.00' INV
806.98' INV 807.18' INV 807.41' INV 807.73' INV
820.97' INV
821.97' INV
820.72' INV
818.72' INV
L O S

P A D R E S D R I V E

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT FUTURE EV FUTURE EV FUTURE EV FUTURE EV

COMPACT

COMPACT COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT

COMPACT

COMPACT COMPACT

NO PARKING

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT
B
C
D
E
F
2'-0"
7'-0" 6'-5"

PROPERTYLINE

PROPERTY
LINE

PERMANENT CAISSON WALL

CAISSONS ARE NOT TO ENCROACHOVER THE PROPERTY LINE
SWALE
A
S10.03
5 1 15 10 20
25 30
35 45 40
50 55
56 R/W

R O L L I N G O A K S D R I V E
L O S

P A D R E S D R I V E FUTURE EV COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV

COMPACT

COMPACT COMPACT FUTURE EV FUTURE EV COMPACT COMPACT COMPACT

COMPACT COMPACT NO PARKING

COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT
06/27/2022

CONSTRUCTION

DOCUMENTS
NO. DESCRIPTION DATE

PERMANENT CAISSON WALL
3564 SAGUNTO ST. BOX 486,
SANTA YNEZ CA 93460
TEL: (818) 402-3962
FAX: (818) 276-1922
WWW.DRS-ENGINEERING.NET
[email protected]
Engineering Inc.

DR S
Exp. 9.30.22
C 69911
DAVID R. SALTER

C I V I L STATE OF CAL I FORNIA
REG
I

STERED PROFESS IONAL ENGI NE
E
R
6/27/22

REVISION

HKS PROJECT NUMBERDATE

SHEET TITLE
SHEET NO.

PLOT DATE:

ISSUE
© 2022 HKS, INC.

TEMPLATE VERSION:

KEY PLAN

HCA PROJECT NUMBERS
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203 OWNER

ONE PARK PLAZA
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024
INTERIOR DESIGNER10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017CIVIL ENGINEER 660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360

FACILITY
215 W. JANSS ROAD
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
23775.000

HCA VENDORS
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - cadkins@storagesystemsul
3055500030

CITY PROJECT NUMBER
22-70065

GE HEALTHCARE
TAREY ISBELL - [email protected] OAKS, CA 91361400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
Los Robles Hospital &Medical Center

MEDICAL OFFICEBUILDING
PLAN
NORTH
TRUE
NORTH
NELCO
GEORGE SANCHEZ - [email protected]
S10.02
PLAN
NOTE:1. ALL CAISSON ARE AT 8'-0" O.C. UNLESS OTHERWISE NOTED.

2. ALL UTILITY LOCATIONS AND ELEVATIONS MUST BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF SHORING. SEE GENERAL NOTES S10.01.

3. SEE CIVIL PLANS FOR ALL DRAINAGE CONVEYANCE SYSTEMS AND THEIR DISCHARGE POINTS. SHEET C6.01 GRADING AND DRAINAGE PLAN
0 20' 40' 0
1" = 20'-0"
PLAN 1
CAISS.

No. 20
CAISS.

No. 19
CAISS.

No. 18
CAISS.

No. 17 CAISS. No. 16 CAISS. No. 15 CAISS. No. 14
CAISS.

No. 13 CAISS. CAISS. No. 12 CAISS. No. 11 No. 10 CAISS. CAISS. No. 9 No. 8 CAISS.

No. 7
CAISS.

No. 6 CAISS.

No. 5
CAISS.

No. 4
CAISS.

No. 3
CAISS.

No. 2 CAISS.

No. 1
CAISS.

No. 21
CAISS.

No. 22
CAISS.

No. 23
CAISS.

No. 24
CAISS.

No. 25
CAISS.

No. 26
CAISS.

No. 27
CAISS.

No. 28
CAISS.

No. 29
CAISS.

No. 30
CAISS.

No. 31 CAISS. No. 32 CAISS. No. 33 CAISS. No. 34 CAISS. No. 35 CAISS. No. 36 CAISS. No. 37 CAISS. No. 38 CAISS. No. 39 CAISS. No. 40 CAISS.

No. 41
CAISS.

No. 42
CA
No

PERMANENT

CAISSONS
BEND
162.58' 169.00'
BEND

FINISH SURFACE

IN FRONT OF THE

GEOGRID WALL

BOTTOM OF WALL
1FT BELOW FS
TYP. U.O.N.

FLOW LINE

EXISTING GRADE

AT PROPERTY LINE

TOP OF SWALE
& TOP OF WALL
40FT ± TYP.

VERT. CONTROL JOINT
(CJ)
VERT. EXPANSION JOINT
(VEJ)
32'-0" TYP.
8'-0"
TYP.

DRAINAGE CHIMNEY

SEE DETAIL

BOTTOM OF WALL
1FT TYP.
(CJ)
(CJ)
(CJ)
(CJ)
(CJ)
(CJ)
(VEJ)
859.36 FL (VEJ)
856.00 FL
853.62 FL
835.87 FL
855.50 FL
A
-
830.56 FS
832.60 FS
834.75 FS
2 S10.04
829.56 BW
7 S10.04
6 S10.04

2.50' TYP.

SEE SCHEDULE SEET SH-2.0
SS.
42 CAISS.

No. 56
CAISS.

No. 55
CAISS.

No. 54
CAISS.

No. 53
CAISS.

No. 52
CAISS.

No. 51
CAISS.

No. 50
CAISS.

No. 49
CAISS.

No. 48
CAISS.

No. 47
CAISS.

No. 46
CAISS.

No. 45
CAISS.

No. 44
CAISS.

No. 43
109.37'
BEND

FINISH SURFACE

IN FRONT OF THE

GEOGRID WALL
(CJ)
(CJ)
(VEJ)

BOTTOM OF WALL
1FT BELOW FS
TYP. U.O.N.

EXISTING GRADE

AT PROPERTY LINE

TOP OF SWALE
& TOP OF WALL
836.00 FL
842.50 FL
854.50 FL
833.15 FS

2.50' TYP.

SEE SCHEDULE SEET SH-2.0 831.00 BW
CAISS.

No. 21
9 S10.04
2 S10.04

SECTION A
SWALE

SEE DETAIL

FOR PERMANENT SAFETY RAILING

SEE DETAIL

WALL FACING

SEE DETAIL

CAISSONSEE DETAIL

PROPERTY LINE

EXISTING GRADE

3.84'
FS 832.60
3 S10.04
1-8
S10.04

CONNECTION

MSE WALL TO CAISSON

SEE DETAIL
G
S10.15

MSE WALLS

BY OTHERS

TOP OF WALL

FINISH SURFACE
06/27/2022

CONSTRUCTION

DOCUMENTS
NO. DESCRIPTION DATE

PERMANENT CAISSON WALL
3564 SAGUNTO ST. BOX 486,
SANTA YNEZ CA 93460
TEL: (818) 402-3962
FAX: (818) 276-1922
WWW.DRS-ENGINEERING.NET
[email protected]
Engineering Inc.

DR S
Exp. 9.30.22
C 69911
DAVID R. SALTER

C I V I L STATE OF CAL I FORNIA
REG
I

STERED PROFESS IONAL ENGI NE
E
R
6/27/22

REVISION

HKS PROJECT NUMBERDATE

SHEET TITLE
SHEET NO.

PLOT DATE:

ISSUE
© 2022 HKS, INC.

TEMPLATE VERSION:

KEY PLAN

HCA PROJECT NUMBERS
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203 OWNER

ONE PARK PLAZA
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024
INTERIOR DESIGNER10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017CIVIL ENGINEER 660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360

FACILITY
215 W. JANSS ROAD
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
23775.000

HCA VENDORS
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - cadkins@storagesystemsul
3055500030

CITY PROJECT NUMBER
22-70065

GE HEALTHCARE
TAREY ISBELL - [email protected] OAKS, CA 91361400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
Los Robles Hospital &Medical Center

MEDICAL OFFICEBUILDING
PLAN
NORTH
TRUE
NORTH
NELCO
GEORGE SANCHEZ - [email protected]
S10.03

ELEVATION & SECTION
855
860
865
870850
845
ELEVATION, FT ( A.M.S.L.)
840
835
830
825
820
855860865870850845
ELEVATION, FT ( A.M.S.L.)
840835830825820
855
860
865
870850
845
ELEVATION, FT ( A.M.S.L.)
840
835
830
825
820
855860865870850845
ELEVATION, FT ( A.M.S.L.)
840835830825820

LAP MESH TWO SQUARES

IN EACH DIRECTION
Scale: N.T.S.SPLICE AND UTILITY OPENING DETAILS
2" MIN.

CLR.
#5 BARS LAP=25" MIN.#6 BARS LAP=30" MIN.#7 BARS LAP=44" MIN. #3, LENGTH = 3'-0"
TYP.

PERMANENT REINFORCING
2" CLR.

WWF & REBAR SPLICE DETAILS WALL UTILITY OPENING
NOTES:

1. WATERSTOPS SHALL BE FLEXIBLE BENTONITE TYPE WATERSTOPS SUCH AS TREMCO SUPERSTOP OR APPROVED EQUIV.

2. JOINT FILLER SHALL BE CLOSED CELL SUPERIOR GRADE POLYETHYLENE OR NON-EXTRUDING PVC, SUCH AS SONNEBORN "VINYLFOAM", SERVICES "RODOFOAM II" BY W.R. GRACE, DECK-O-FOAM BY W.R. MEADOWS OR APPROVED EQUIV.

3. TWO COMPOUND NONSTAINING GRAY SEALING COMPOUND WITH POLYSULFIDE LIQUID POLYMER GUN-GRADE WITH PRIMER.

4. JOINT NOT REQUIRED IF THE WALL IS STAINED AND SCULPTED.

WATERSTOP DETAIL CHAMFER DETAIL
2"
1/2"

PREMOLDED
1/2"
1/4"
3/8"
3/8" 1/2" 3/8"
SEE ELEVATION OR 90' MAX.
45°

WATERSTOP TREMCO SUPERSTOP

END LONGITUDINAL OR APPROVED EQUIVALENT

REINFORCEMENT
2" FROM JOINT
SEE NOTE 2
SEE NOTE 3
CHAMFER DETAIL TYP. EXPOSED FACE OF WALL

WATERSTOP
DETAIL TYP.

RETAINED EARTH
EXPANSION JOINTScale: N.T.S.
12" 12" 1/2"
1" SCHD 40

PVC PIPE SLEEVE
#6 BAR 24" C/C VERT. DENSO TAPE
4" MIN.4" MIN.

CHAMFER AT

EXPOSED FACE
SEE ELEVATION OR 30' MAX.

RETAINED EARTH

EXPOSED FACE OF WALL
CHAMFER DETAIL TYP.

Scale: N.T.S.CONTROL JOINT
NOTE:

JOINT NOT REQUIRED IF THE
WALL IS STAINED AND SCULPTED.
3 8
"
1 2
"
3 8
" 1
2 " 3
8 "
7 8
"
Scale: N.T.S.TEMPORARY SAFETY RAIL ON CAISSON
2"
6" MIN.

CLR.
16" MIN. 42" MIN.
20" 3/8" STEEL CABLE WITH TURNBUCKLES AT NOT MORE
THAN 50 FT INTERVALS FOR

TENSIONING

CAISSON
2"x 2" x 3/8" ANGLE
NOTE:
1) ALTERNATIVE SAFETY RAIL DETAIL

THAT MEET MINIMUM OSHA STANDARDS

MAY BE USED WITH APPROVAL OF THEEARTH RETENTION DESIGNER 2) TEMPORARY SAFETY RAILING TO BE
PROVIDED AT ANY LOCATION WHERE AFALL HAZARD OVER 5FT EXISTS. 4" MIN.

TOE BOARD

CAISSON DEPTH
SECTION 2
CAISSON DETAILScale: N.T.S.
1 592
63 74
8 SECTION 1 SECTION 3
NOTE:

SEE CAISSON SCHEDULE FOR SIZES, ETC.SHEET S10.02

TOP OF PILE

0.00 CAISSONS REINFORCEMENT DETAILScale: N.T.S.
3" CLR.

NOTE:

SEE CAISSON SCHEDULE FOR SIZES, ETC.SHEET S10.02
CONCRETE (f'c)

VERTICAL BARS
"a" BAR
TIES
CAISSON DIA.

FACING

SEE DETAIL
6" MIN. 135° SEISMIC STIRRUP / TIE HOOKS
#6 AT 16" C/C HOZ.
#5 AT 16" C/C VERT.

BW

CAISSON
BEYOND
4" DISCHARGE PIPE

SECTION AT CAISSON SECTION BETWEEN CAISSON

PERMANENT SHOTCRETE
FACING

DRAINAGE CONNECTOR TEE

FINISH SURFACE

ALTERNATE BELOW GRADE

DISCHARGE PIPE (BY OTHERS)
12" MIN

SEE ELEVATION
XXX
PERMANENT CAISSON WALL SECTIONScale: N.T.S.
4'-0" MIN.

SEE ELEVATION 2" CLR
CENTER

WATERPROOFING MEMBRANE

SEE MATERIALS NOTE

TOP CAISSON
ELEV.

SEE SCHEDULE

SWALE (IF REQUIRED)SEE CIVIL PLANS FOR

DETAILS

WALL DRAINAGE

SEE MATERIALS NOTE
2'-0" WIDE BETWEEN CAISSONS

TEMPORARY

SHOTCRETE
FACING
(IF REQURIED)

CAISSON

SEE DETAIL
CENTER

X X X X X X X X
SOIL
PERMANENT CAISSON WALL FACING PLANScale: N.T.S.
24"
7"
#4 DOWELL
12"
18"
#6 DOWELL
7"
10" 7"
2"
10"
SOIL

TEMPORARY

SHOTCRETE FACING
(MAY BE ELIMINATED

PER SOILS ENGINEER)

DRAINAGE CHIMNEY

MIRADRAIN OR EQUIV,
2'-0" WIDE BETWEEN CAISSONS

DISCHARGEPIPE SEE DETAIL

DRILL AND EPOXY
#6 DOWELL @ 16" O.C. VERT.WITH 10" EMBED.

USE SIMPSON SET-XP EPOXY

ALTERNATE BEND
CAISSON REINF.

SEE DETAIL

DRAINAGE

CONNECTOR TEE

DRAINAGE

CHIMNEY
DISCHARGE PIPE 4" MIN.

SCH 40 PVC @ EACH

DRAINAGE CHIMNEY
DRILL AND EPOXY #4 DOWELL
@ 18" O.C. VERT. 7" EMBED,

USE SIMPSON SET-XP EPOXY

WATERPROOFING

MEMBRANE

SEE MATERIALS NOTE

PERMANENT

SHOTCRETE FACING
f'c 4000psi

SCULPTED AND STAINED

FINISH AS REQURIED
WWF 4x4 W2.9xW2.9
WITH #4 @12" O.C. HOZ
CENTER
4"
NOTES:

1. Maximum distance between turnbuckles shall be 200'-0"+/-.

2. Intermediate turnbuckles to be placed in adjacent spans.

3. Cable shall not be spliced between intermediate turnbuckles and end posts.

4. Posts to be vertical.

5. Alignment of holes in posts may vary to conform to slope of top of retaining wall.

6. The Contractor shall verify all dependent dimensions in the field before ordering or fabricating any material.

7. Line posts shall be braced horizontally and trussed diagonally in both directions at intervals not to exceed 1000'.

8. Post pockets to be centered in top of wall.9. Typical end spans, braced in both directions, shall be constructed at changes in line where the angle of deflection is 15^ or more. 1/4"Ø Eye bolts in 3/4"Ø
drilled holes. Peen endsof bolts Typ
5/16"Ø Turnbuckle with
4-1/2" adjustment Typ
Pipe NPS
1-1/4" Std
1/4"Ø Galv cable
Place NPS
1-1/4" Std Typ
5/8" Ø
Drilled holes
10-1/2"
10-1/2"
10-1/2"
10-1/2"
2"
3'-8"
10'-0" Max Typ
intermediate
span
4'-0"
Typ end span
1/4"Ø Bolt-peen end @ jaw end
200'-0" +/-
2-1/4" Ø Cable
clamps per end
3/8"Ø Truss rods
Crimped sleeve clamp
1/4" Ø Galv cable
1-1/2" +/-
Eye bolt or eye end
of turnbuckle
Washer
Crimped stop
sleeve clamp
3/8" Ø Hole
1/4" Ø Galv cable
Pipe NPS 2 Std post
3/4"+/-

ELEVATION
Pipe NPS
2 Std
Post cap to be a
driven fit Typ
1000' Max
Top of wall
Metal clamp

ALTERNATIVE CABLE CONNECTION ALTERNATIVE DEAD END ANCHORAGE TYPICAL CABLE RAILINGScale: N.T.S.

PLAN SECTION
10" MIN.

PROVIDE 2 EMBED.
#6 BARS @
EA. INSERT
4" PVC SLEEVE
10" EMBEDMENT
2 BARS
SEE PLAN 8"PERM. FACING
4" PVC SLEEVE

GROUT AROUND
POST
4"TEMP. FACING
intermediate
turnbuckles
15"

CUT WALL REBAR AT
INSERT
15"
06/27/2022

CONSTRUCTION

DOCUMENTS
NO. DESCRIPTION DATE

PERMANENT CAISSON WALL
3564 SAGUNTO ST. BOX 486,
SANTA YNEZ CA 93460
TEL: (818) 402-3962
FAX: (818) 276-1922
WWW.DRS-ENGINEERING.NET
[email protected]
Engineering Inc.

DR S
Exp. 9.30.22
C 69911
DAVID R. SALTER

C I V I L STATE OF CAL I FORNIA
REG
I

STERED PROFESS IONAL ENGI NE
E
R
6/27/22

REVISION

HKS PROJECT NUMBERDATE

SHEET TITLE
SHEET NO.

PLOT DATE:

ISSUE
© 2022 HKS, INC.

TEMPLATE VERSION:

KEY PLAN

HCA PROJECT NUMBERS
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203 OWNER

ONE PARK PLAZA
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024
INTERIOR DESIGNER10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017CIVIL ENGINEER 660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360

FACILITY
215 W. JANSS ROAD
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
23775.000

HCA VENDORS
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - cadkins@storagesystemsul
3055500030

CITY PROJECT NUMBER
22-70065

GE HEALTHCARE
TAREY ISBELL - [email protected] OAKS, CA 91361400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
Los Robles Hospital &Medical Center

MEDICAL OFFICEBUILDING
PLAN
NORTH
TRUE
NORTH
NELCO
GEORGE SANCHEZ - [email protected]
S10.04

DETAILS




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S10.03
SCALE: 1" = 10'
    
NORTHEAST TRIPLE TIERED WALLS:- WALL #1 - UPPER TIER WALL- WALL #2 - MIDDLE MIDDLE WALL - WALL #3 - LOWER TIER WALL NORTH-EASTUPPER TIERWALL #1
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SEC. D 
S10.03
SEC. C
S10.03
#2
SEC. B
S10.03
WALLS 1 - 9; DETAIL NOTES & ORIENTATION:SEE CIVIL SHEET C6.0 GRADING & DRAINAGEBY KIMLEY-HORN & ASSOCIATES FOR SPECIFIC WALL LAYOUTS & SITE DETAILS 6/23(

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MEP/LOW VOLTAGE ENGINEER:6386$%8,/',1*6,1&2$./$:1$9(18(68,7('$//$67(;$6 HCA VENDORS9$5,$17(-6,1*+7HMVLQJK#YDULDQFRP*(+($/7+&$5(7$5(<,6%(//7DUH\,VEHOO#JHFRP6725$*(6<67(06&$7+(5,1($7.,16FDGNLQV#VWRUDJHV\VWHPVXOFRP1(/&2*(25*(6$1&+(=JVDQFKH]#QHOFRZRUOGZLGHFRP Los Robles Hospital &Medical Center

MEDICAL OFFICEBUILDING
52//,1*2$.6'57+286$1'2$.6&$
OWNER+263,7$/&25325$7,212)$0(5,&$
+&$
21(3$5.3/$=$%8,/',1*,,($675')/2251$6+9,//(71FACILITY/2652%/(6+263,7$/ 0(',&$/&(17(5:-$16652$'7+286$1'2$.6&$ .(<3/$15(9,6,2112'(6&5,37,21'$7( +.6352-(&7180%(5
+&$352-(&7180%(56
&,7<352-(&7180%(5
0F+$/(
(1*,1((5,1*,1&
6XQKDYHQ5RDG
'DQYLOOH&$

3KRQH



(PDLO
PFKDOHHQJLQHHULQJ
#JPDLOFRP
9(56$/2.:$//352),/(6
6287+:$//833(5 3/27'$7(

$XWRGHVN'RFV
B/RV5REOHV&DQFHU&HUQWHUB6B/5&& S10.19B02%B.3))BUYW 


$07(03/$7(9(56,21
 '$7( 06/27/2022 ,668( CONSTRUCTION DRAWINGS 6+((77,7/( SEGMENTAL WALL PLAN DETAILS 6+((712 ARCHITECT+.6$5&+,7(&76,1&:,/6+,5(%/9'68,7(/26$1*(/(6&$ INTERIOR DESIGNER+.6$5&+,7(&76,1&:,/6+,5(%/9'68,7(/26$1*(/(6&$ CIVIL ENGINEER.,0/(<+251$1'$662&,$7(6,1&6),*8(52$6768,7(/26$1*(/(6&$ 
LANDSCAPE.,0/(<+251$1'$662&,$7(6,1&6),*8(52$6768,7(/26$1*(/(6&$ STRUCTURAL ENGINEER.3)),1&6287+)/2:(5675((768,7(/26$1*(/(6&$ 
MEP/LOW VOLTAGE ENGINEER:6386$%8,/',1*6,1&2$./$:1$9(18(68,7('$//$67(;$6 HCA VENDORS9$5,$17(-6,1*+7HMVLQJK#YDULDQFRP*(+($/7+&$5(7$5(<,6%(//7DUH\,VEHOO#JHFRP6725$*(6<67(06&$7+(5,1($7.,16FDGNLQV#VWRUDJHV\VWHPVXOFRP1(/&2*(25*(6$1&+(=JVDQFKH]#QHOFRZRUOGZLGHFRP Los Robles Hospital &Medical Center

MEDICAL OFFICEBUILDING
52//,1*2$.6'57+286$1'2$.6&$
OWNER+263,7$/&25325$7,212)$0(5,&$
+&$
21(3$5.3/$=$%8,/',1*,,($675')/2251$6+9,//(71FACILITY/2652%/(6+263,7$/ 0(',&$/&(17(5:-$16652$'7+286$1'2$.6&$ .(<3/$15(9,6,2112'(6&5,37,21'$7( +.6352-(&7180%(5
+&$352-(&7180%(56
&,7<352-(&7180%(5
0F+$/(
(1*,1((5,1*,1&
6XQKDYHQ5RDG
'DQYLOOH&$

3KRQH



(PDLO
PFKDOHHQJLQHHULQJ
#JPDLOFRP
9(56$/2.:$//352),/(6
6287+:$//0,''/( 3/27'$7(

$XWRGHVN'RFV
B/RV5REOHV&DQFHU&HUQWHUB6B/5&& S10.20B02%B.3))BUYW 


$07(03/$7(9(56,21
 '$7( 06/27/2022 ,668( CONSTRUCTION DRAWINGS 6+((77,7/( SEGMENTAL WALL PLAN DETAILS 6+((712 ARCHITECT+.6$5&+,7(&76,1&:,/6+,5(%/9'68,7(/26$1*(/(6&$ INTERIOR DESIGNER+.6$5&+,7(&76,1&:,/6+,5(%/9'68,7(/26$1*(/(6&$ CIVIL ENGINEER.,0/(<+251$1'$662&,$7(6,1&6),*8(52$6768,7(/26$1*(/(6&$ 
LANDSCAPE.,0/(<+251$1'$662&,$7(6,1&6),*8(52$6768,7(/26$1*(/(6&$ STRUCTURAL ENGINEER.3)),1&6287+)/2:(5675((768,7(/26$1*(/(6&$ 
MEP/LOW VOLTAGE ENGINEER:6386$%8,/',1*6,1&2$./$:1$9(18(68,7('$//$67(;$6 HCA VENDORS9$5,$17(-6,1*+7HMVLQJK#YDULDQFRP*(+($/7+&$5(7$5(<,6%(//7DUH\,VEHOO#JHFRP6725$*(6<67(06&$7+(5,1($7.,16FDGNLQV#VWRUDJHV\VWHPVXOFRP1(/&2*(25*(6$1&+(=JVDQFKH]#QHOFRZRUOGZLGHFRP Los Robles Hospital &Medical Center

MEDICAL OFFICEBUILDING
52//,1*2$.6'57+286$1'2$.6&$
OWNER+263,7$/&25325$7,212)$0(5,&$
+&$
21(3$5.3/$=$%8,/',1*,,($675')/2251$6+9,//(71FACILITY/2652%/(6+263,7$/ 0(',&$/&(17(5:-$16652$'7+286$1'2$.6&$ .(<3/$15(9,6,2112'(6&5,37,21'$7(+.6352-(&7180%(5+&$352-(&7180%(56 &,7<352-(&7180%(5
0F+$/(
(1*,1((5,1*,1&
6XQKDYHQ5RDG
'DQYLOOH&$

3KRQH



(PDLO
PFKDOHHQJLQHHULQJ
#JPDLOFRP
9(56$/2.:$//352),/(6
6287+:$///2:(5 3/27'$7(

$XWRGHVN'RFV
B/RV5REOHV&DQFHU&HUQWHUB6B/5&& S10.21B02%B.3))BUYW 


$07(03/$7(9(56,21
 '$7( 06/27/2022 ,668( CONSTRUCTION DRAWINGS 6+((77,7/( SEGMENTAL WALL PLAN DETAILS 6+((712 ARCHITECT+.6$5&+,7(&76,1&:,/6+,5(%/9'68,7(/26$1*(/(6&$ INTERIOR DESIGNER+.6$5&+,7(&76,1&:,/6+,5(%/9'68,7(/26$1*(/(6&$ CIVIL ENGINEER.,0/(<+251$1'$662&,$7(6,1&6),*8(52$6768,7(/26$1*(/(6&$ 
LANDSCAPE.,0/(<+251$1'$662&,$7(6,1&6),*8(52$6768,7(/26$1*(/(6&$ STRUCTURAL ENGINEER.3)),1&6287+)/2:(5675((768,7(/26$1*(/(6&$ 
MEP/LOW VOLTAGE ENGINEER:6386$%8,/',1*6,1&2$./$:1$9(18(68,7('$//$67(;$6 HCA VENDORS9$5,$17(-6,1*+7HMVLQJK#YDULDQFRP*(+($/7+&$5(7$5(<,6%(//7DUH\,VEHOO#JHFRP6725$*(6<67(06&$7+(5,1($7.,16FDGNLQV#VWRUDJHV\VWHPVXOFRP1(/&2*(25*(6$1&+(=JVDQFKH]#QHOFRZRUOGZLGHFRP Los Robles Hospital &Medical Center

MEDICAL OFFICEBUILDING
52//,1*2$.6'57+286$1'2$.6&$
OWNER+263,7$/&25325$7,212)$0(5,&$
+&$
21(3$5.3/$=$%8,/',1*,,($675')/2251$6+9,//(71FACILITY/2652%/(6+263,7$/ 0(',&$/&(17(5:-$16652$'7+286$1'2$.6&$ .(<3/$15(9,6,2112'(6&5,37,21'$7( +.6352-(&7180%(5
+&$352-(&7180%(56
&,7<352-(&7180%(5
0F+$/(
(1*,1((5,1*,1&
6XQKDYHQ5RDG
'DQYLOOH&$

3KRQH



(PDLO
PFKDOHHQJLQHHULQJ
#JPDLOFRP
THIS PLAN HAS BEEN REVIEWED BY ___________________________________ AND APPEARS TO BE IN

GENERAL CONFORMITY WITH THE GEOTECHNICAL RECOMMENDATIONS IN OUR REPORT(S) DATED ____________________________________ MAKES NO REPRESENTATION AS TO THE ACCURACY OF

DIMENSIONS, MEASUREMENTS, CALCULATIONS OR ANY PORTION OF THE DESIGN OTHER THAN GEOTECHNICAL.

SOILS ENGINEER NO. DATE
DATE REVISED: 9-14-18
REGISTERED GEOLOGIST NO. DATE
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
REVIEWED IN ACCORDANCE WITH CITY'SPOLICY CONDITIONS OF APPROVAL BY:

R.C.E. NO. EXP. DATE

SIGNATURE DATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM C1.00

3.0.0.20170623

COVER SHEET

AGENCY CONTACT LISTING

PROJECT OWNER AND CONSULTANTS

EARTHWORK QUANTITIES

GEOTECHNICAL

PROPERTY DESCRIPTION

BASIS OF BEARINGS

ON-SITE IMPROVEMENT PLANS
FOR

LOS ROBLES

MEDICAL OFFICE BUILDING
400 ROLLING OAKS DRIVE
THOUSAND OAKS, CA 91361

NORTH SITE INFORMATION

SHEET INDEX ABBREVIATIONS
NOTE: NOTE:

COVER SHEET
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM C1.01

3.0.0.20170623

GENERAL NOTES

GENERAL CONSTRUCTION NOTES

WATER AND SEWER UTILITY NOTES

EROSION CONTROL NOTES

DEMOLITION NOTES

MAINTENANCE

MAINTENANCE (CONTINUED) BUILDING AND SAFETY DIVISION NOTES

GENERAL NOTES
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM C1.02

3.0.0.20170623

GENERAL NOTES

RECORD DRAWINGS

INFILTRATION NOTES

PROJECT CLOSEOUT

GENERAL GRADING NOTES

GENERAL NOTES
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM C2.00

3.0.0.20170623

EXISTING CONDITIONS
(FOR REFERENCE ONLY)

EXISTING CONDITIONS (FOR

REFERENCE ONLY)
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM C2.01

3.0.0.20170623

EXISTING CONDITIONS
(FOR REFERENCE ONLY)

EXISTING CONDITIONS (FOR

REFERENCE ONLY)
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM C2.02

3.0.0.20170623

EXISTING CONDITIONS
(FOR REFERENCE ONLY)

EXISTING CONDITIONS (FOR

REFERENCE ONLY)
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM C2.03

3.0.0.20170623

EXISTING CONDITIONS
(FOR REFERENCE ONLY)

EXISTING CONDITIONS (FOR

REFERENCE ONLY)
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM C2.04

3.0.0.20170623

EXISTING CONDITIONS (FOR

REFERENCE ONLY)

EXISTING CONDITIONS
(FOR REFERENCE ONLY)
W
W
W
W W
W
W
W
W
W
W
W
W
UGE

UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE

UGE UGE
UGE
UGE
UGE
UGE
TEL

TEL TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
W
W
GAS
GAS
GA
UGE
UGE
UGE
UGE
W
W
W
W
W
W
W
W
W
W
W
W

MAINTENANCE NOTESEROSION CONTROL NOTESSEQUENCE OF CONSTRUCTIONGENERAL EROSION CONTROL NOTES LEGEND

BMP NOTES
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK

SIGNATURE
L
I
CE
NSED

LANDSCA PE ARCH
I
T
E
C
T
M
I
CHAEL A . LEDBETTER 55
5 3

STATE OF CAL I FORN IA

RENEWAL DATE
DATE
MICHAEL A. LEDBETTER, PLA 5553

PLA NUMBER
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM C3.00

3.0.0.20170623

EROSION CONTROLPLAN
NORTH

EROSION CONTROL PLAN

TEL TEL TEL TEL TEL TEL TEL TEL

OHE OHE

OHE OHE OH W W
W
W
W
W
W
W
W
W
W

MAINTENANCE NOTESEROSION CONTROL NOTESSEQUENCE OF CONSTRUCTIONGENERAL EROSION CONTROL NOTES LEGEND

BMP NOTES
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK

SIGNATURE
L
I
CE
NSED

LANDSCA PE ARCH
I
T
E
C
T
M
I
CHAEL A . LEDBETTER 55
5 3

STATE OF CAL I FORN IA

RENEWAL DATE
DATE
MICHAEL A. LEDBETTER, PLA 5553

PLA NUMBER
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM 3.0.0.20170623 C3.01 EROSION CONTROL PLAN

EROSION CONTROL PLAN
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK

SIGNATURE
L
I
CE
NSED

LANDSCA PE ARCH
I
T
E
C
T
M
I
CHAEL A . LEDBETTER 55
5 3

STATE OF CAL I FORN IA

RENEWAL DATE
DATE
MICHAEL A. LEDBETTER, PLA 5553

PLA NUMBER
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM 3.0.0.20170623 C3.02 EROSION CONTROL DETAILS

EROSION CONTROL DETAILS
02 CURB INLET SEDIMENT BARRIER
04 STABILIZED CONSTRUCTION ENTRANCE05 TIRE WASH RACK
” ”
”
”
01 SILT FENCE 03 DROP INLET SEDIMENT BARRIER
W
W
W
W W
W
W
W
W
W
W
W
W
UGE

UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE

UGE UGE
UGE
UGE
UGE
UGE
TEL

TEL TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
W
W
GAS
GAS
GA
UGE
UGE
UGE
UGE
W
W
W
W
W
W
W
W
W
W
W

W EXISTING UTILITY NOTE
LEGEND

DEMOLITION NOTESGENERAL DEMOLITION NOTES

PROTECTION NOTES
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospita
Medical Center

HOSPITAL CORPORATION OF AMERICA (HC
NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTE
THOUSAND OAKS, CA 91360215 W. JANSS ROADTHOUSAND OAKS, CA 91361 400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017CIVIL ENGINEER 660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGIN
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]
STORAGE SYSTEMSCATHERINE ATKINS - cadkins@storagesyste

GE HEALTHCARE
TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - gsanchez@nelcoworldw

REVISION

HKS PROJECT NUMBERDATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
T
NO
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM C4.00

3.0.0.20170623

DEMOLITION PLAN
NORTH

DEMOLITION PLAN

TEL TEL TEL TEL TEL TEL TEL TEL

OHE OHE

OHE OHE
O
H
W
W
W
W
W
W
W
W
W
W
W

EXISTING UTILITY NOTE
LEGEND

DEMOLITION NOTESGENERAL DEMOLITION NOTES

PROTECTION NOTES
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospita
Medical Center

HOSPITAL CORPORATION OF AMERICA (HC
NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTE
THOUSAND OAKS, CA 91360215 W. JANSS ROADTHOUSAND OAKS, CA 91361 400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017CIVIL ENGINEER 660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGIN
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]
STORAGE SYSTEMSCATHERINE ATKINS - cadkins@storagesyste

GE HEALTHCARE
TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - gsanchez@nelcoworldw

REVISION

HKS PROJECT NUMBERDATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
T
NO
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM 3.0.0.20170623 C4.01 DEMOLITION PLAN

DEMOLITION PLAN
W
W
W
W W
W
W
W
W
W
W
W
W
UGE

UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE

UGE UGE
UGE
UGE
UGE
UGE
TEL

TEL TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
W
W
GAS
GAS
GA
UGE
UGE
UGE
W
W
W
W
W
W
W
W
W
W
W
W

FUTURE EV FUTURE EV

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT CO
CT
1 A
BCD
2 3
4 5

3.9 5.1 6 7 8
AA

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

PAVEMENT LEGEND

CONSTRUCTION NOTES

EXISTING UTILITY NOTELEGEND
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017CIVIL ENGINEER 660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM C5.00

3.0.0.20170623

HORIZONTAL CONTROL

AND PAVING PLAN

HORIZONTAL CONTROL AND PAVING PLAN

TEL TEL TEL TEL TEL TEL TEL TEL

OHE OHE

OHE OHE
O
H
W
W
W
W
W
W
W
W
W
W
W

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT COMPACT

NO PARKING

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT E F

FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV

NO PARKING

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT

PAVEMENT LEGEND

CONSTRUCTION NOTES

EXISTING UTILITY NOTELEGEND
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM 3.0.0.20170623 C5.01 HORIZONTAL CONTROL AND PAVING PLAN

HORIZONTAL CONTROL AND PAVING PLAN

FUTURE EV FUTURE EV

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT CO
CT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT
W

W W W W W W W W W W W
W
UGE

UGE UGE UGE UGE

UGE UGE UGE UGE

UGE UGE UGE

UGE UGE
UGE
UGE
UGE
UGE
TEL

TEL TEL TEL

TEL TEL TEL TEL
TEL
TEL
TEL
TEL

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
W
W
GAS
GAS GA

UGE UGE UGE

W W W W W W W

W W W W W
812.15 TC811.65 FS
811.84 TC811.34 FS
811.84 TC811.34 FS
811.92 TC811.42 FS
811.53 TC811.03 FS
811.00 TC810.50 FS
811.91 TC811.41 FS
811.46 TC810.96 FS
811.42 TC810.92 FS
811.35 TC810.85 FS
811.05 TC810.55 FS
811.36 TC810.86 FS
808.06 TC807.56 FS
806.61 TC806.11 FS
812.40 TC811.90 FS
812.32 TC811.99 FS
814.02 TC813.69 FS
811.65 TC811.32 FS
812.32 TC811.99 FS
812.29 TC811.96 FS
811.71 TC811.21 FS
812.40 TC811.90 FS
826.83 TC826.33 FS
810.26 TC809.76 FS
810.74 TC810.24 FS
811.05 TC810.55 FS
811.88 TC811.38 FS 812.18 TC
811.68 FS
810.59 TG810.98 FL811.38 FL
809.96 TC809.46 FL
810.72 TC810.22 FL
810.54 TC810.04 FS
810.67 TC810.17 FS
812.04 TC811.54 FL
825.59 TC825.09 FL
807.85 FS
805.62 FS
807.56 FS
804.67 FS
813.14 FS
814.90 FS
818.83 FS
(811.00 FS)(785.00 FS)(780.00 FS)
(822.59 FS)
JOIN EX.
811.85 TC811.35 FS
812.09 TC811.59 FS
811.89 TC811.39 FS
811.83 TC811.33 FS
812.02 TC811.52 FS
811.70 RIM
809.75 FS
809.92 FS
809.80 FS
810.98 FS
809.15 FS
812.10 FS
816.10 FS
814.83 FS
815.53 FS
812.10 FS
817.00 FS
812.12 FS
823.06 TC822.56 FS
823.48 FS
825.37 FS
821.30 FS
821.33 FS
812.18 TC811.85 FS
812.21 TC811.88 FS
812.29 TC811.96 FS
812.27 TC811.94 FS
812.22 TC811.89 FS
811.55 FS 811.65 FS
811.80 FS
812.27 TC811.94 FS
812.25 TC811.92 FS
812.13 TC811.80 FS
812.04 TC811.71 FS
812.16 TC811.83 FS
812.04 TC811.71 FS
811.98 TC811.48 FS
810.50 TG
810.67 TC810.17 FS
809.78 INV
812.97 FS
812.07 FS
820.00 FS 820.22 FS
809.97 FS
810.68 FS
800.02 FS
798.26 FS
809.80 FS 801.68 FS
806.01 FS
810.02 FS
810.24 FS
811.41 TC810.91 FS
811.88 FS
807.90 FS
808.00 FS
802.74 FS
806.03 FS
806.03 FS
809.76 FS
807.75 FS
810.23 FS
815.03 FS
813.18 FS
812.69 FS
815.59 FS
824.26 FS
812.50 FS
812.46 FS
819.73 FS
821.50 FS
812.01 FS 812.50 FS
811.73 TC811.40 FS
810.19 TC809.69 FS
810.74 TC810.24 FL
812.01 TC811.51 FS
810.20 TC809.70 FS
812.06 TC811.56 FS
812.05 TC811.55 FS
811.38 TC810.88 FS
811.06 TC810.56 FS
812.39 TC
812.56 TC 811.89 FS812.06 FS
812.50 TC812.17 FS
812.71 TC812.21 FS
812.58 TC812.08 FS
812.59 TC812.09 FS
811.12 TC810.62 FS
811.54 TC
811.62 TC 811.04 FS811.12 FS 811.64 TC
811.31 FS
811.27 TC810.77 FS
810.74 TC810.41 FS
811.72 FS
815.52 FS
812.29 FS
817.57 FS
826.14 TC825 64 FS
828.00 FS
815.42 FS
811.41 TC810.91 FS
812.43 FS 812.32 FS
811.37 FS 811.81 FS
828.50 FS
807.60 INV
811.30 FL
810.78 FL
(820.00 FS)
JOIN EX.
(819.00 FS)
JOIN EX.
(818.42 FS)
JOIN EX.
(815.78 FS)
JOIN EX.
(814.95 FS)
JOIN EX.
(806.00 FS)
JOIN EX.
(809.02 FS)
JOIN EX.
(796.00 FS)
806.51' INV
806.15 INV
806.37' INV
806.58' INV
807.12' INV 820.00' INV
804.94' INV
804.29' INV 804.29' INV
799.29' INV
798.81' INV
804.72' INV
806.98' INV
812.50 FS
807.41' INV
807.73' INV 812.50 TC
812.00 FS
812.44 TC811.94 FS
812.44 TC811.94 FS
812.03 FS
811.79 FS
811.71 FS
811.74 FS 811.87 FS
811.96 FS
812.29 FS
812.50 FS 812.50 FS
812.44 FS
812.44 FS
812.50 FS
812.20 FS
812.14 FS
825.48 FS825.48 FS
812.44 TC
811.67 FL 811.94 FS
811.57 FL
828.10 FS
828.15 FS
828.48 FS 827.31 FS
813.72' INV
810.66 TC810.16 FS
810.57 TC810.07 FS
809.88 TC809.38 FL
805.36' INV
809.87 FS
804.77' INV
805.72' INV
810.94 TC810.44 FS
810.87 TC810.37 FS
809.84 TC809.34 FL
805.94 FS
800.95 FS (785.00 FS)
(790.00 FS)
(795.00 FS)
(791.00 FS)
810.40 FS
798.30 FS
797.98 FS
821.05 FS
815.90 FS
810.35 FS
802.84 FS
804.80 FS
809.14 FS
812.73 FS
813.00 FS
803.88 FS
811.93 TC811.43 FS 811.96 TC
811.46 FS
811.71 TC811.21 FS
811.66 TC811.16 FL
811.41 TC811.41 FS
812.73 TC811.23 FS
811.03 FS 810.91 TC
810.91 FS
811.10 TG
810.85 TG
806.97 INV
812.04 TC811.54 FS
812.60 FL
XXX.XX TCXXX.XX FS

EXISTING UTILITY NOTELEGENDDRAINAGE NOTESRETAINING WALL NOTE DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM 3.0.0.20170623 C6.00 GRADING AND DRAINAGE PLAN

GRADING AND DRAINAGE PLAN

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT COMPACT

NO PARKING

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV

NO PARKING

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT

TEL TEL TEL TEL TEL TEL TEL TEL

OHE OHE

OHE OHE
OH
W
W
W
W
W
W
W
W
W
W
W
828.25 FS
828.35 FS
828.32 TC827.99 FS
828.07 TC827.74 FS
827.92 TC827.42 FS
828.47 TC827.97 FS
827.86 TC827.36 FS
827.15 TC826.65 FS
826.83 TC826.33 FS
830.63 TC830.13 FS
829.57 TC829.07 FS 830.00 TC
829.50 FS
831.29 TC830.79 FS
828.51 TC828.01 FS
829.17 TC828.67 FS
828.19 TC827.69 FS
830.65 TC830.15 FS
830.69 TC830.19 FS
829.44 TC828.94 FS
830.06 TC829.56 FS
831.14 TC830.64 FS 832.07 TC 831.57 FS
832.85 TC832.35 FS
832.85 TC832.35 FS
833.39 TC832.89 FS
831.25 TC830.75 FS
830.07 TC829.57 FS
829.52 TC829.02 FS
826.64 TC826.14 FS
825.59 TC825.09 FL
828.76 TC828.26 FL
832.63 TC832.13 FS
830.86 FL
830.53 FL
830.65 TC830.15 FL
830.28 TC829.78 FL
831.61 TC831.11 FS
831.31 TC830.81 FS
832.07 TC831.57 FS
827.51 TC827.01 FS
826.72 TC826.22 FL
834.18 FS 833.15 FS
834.75 FS
843.25 FS
831.60 FS
839.00 FS
830.31 FS
838.06 FS 836.28 FS
837.54 FS
839.50 FS
848.00 FS
848.70 FS
857.20 FS
836.77 FS
831.38 FS
843.55 FS
852.00 FS
852.35 FS
857.00 FS
825.43 FS
822.55 FS
827.17 FS
828.36 FS
(829.65 FS)
(811.00 FS)
(821.00 FS)
(822.59 FS)
JOIN EX.
(828.00 FS)
(831.78 FS)
(826.56 FS)
(857.50 FS)
(858.28 FS)
827.43 TC826.93 FS
827.10 TC826.60 FS
827.57 TC827.07 FS
821.33 FS
826.03 FS
812.97 FS
812.07 FS
820.00 FS 820.22 FS
828.21 TC827.71 FS
827.76 TC827.26 FS
828.18 TC827.68 FS
829.24 TC828.74 FS
828.47 TC827.97 FS
827.86 TC827.36 FS
828.52 TC828.02 FS
827.41 TC826.91 FL
828.17 TC827.67 FL
836.57 FS
836.11 FS 833.50 FS
831.25 FS
833.15 FS
841.07 FS
841.42 FS
849.89 FS
857.00 FS
850.37 FS
837.30 FS
836.03 FS
830.05 FS
829.54 FS
821.50 FS
812.01 FS
828.03 FS
827.46 FS
827.46 FS
812.50 FS
828.29 FS
832.69 TC832.19 FS
831.17 TC830.67 FS
832.26 TC831.76 FS
829.62 TC829.12 FS
830.16 TC829.66 FS
830.01 TC829.51 FS
831.26 TC830.76 FS
831.44 TC830.94 FS 831.36 TC
830.86 FS
831.45 TC830.95 FS
831.22 TC830.72 FS
831.31 TC830.81 FS
831.00 TC830.50 FS
830.75 TC830.25 FS
830.09 TC829.59 FS
829.35 TC828.85 FS
829.29 TC828.79 FS
829.25 TC828.75 FS
830.77 TC830.27 FS
830.80 TC830.30 FS
829.42 TC828.92 FS
826.55 TC826.05 FS
826.28 TC825.78 FS
830.87 FS 838.65 FS
838.82 FS
846.46 FS
846.66 FS
854.30 FS
834.00 FS
838.09 FS
838.63 FS
843.65 FS
844.12 FS
843.65 FS
827.04 TC826.54 FS
826.14 TC825.64 FS
828.00 FS
827.68 FS
828.11 TC827.78 FS 828.23 TC 827.90 FS
828.88 TC828.38 FS
829.30 TC828.80 FL
828.13 TC827.80 FS
828.25 TC827.92 FS
828.20 FS
828.47 FS
828.23 FS
828.41 FS
828.31 FS
828.33 FS 828.07 FS
828.17 FS
828.50 FS
827.31 FS
827.49 FS
832.85 TC832.35 FS 833.20 TC
832.70 FS
831.07 TC830.57 FS
807.12' INV
822.16' INV
818.63' INV
823.30' INV
820.00' INV
820.97' INV
821.97' INV
820.72' INV
818.72' INV
822.09' INV
822.01' INV
823.22' INV 8"SD820.83' INV 15" SD
825.00' INV
822.06 FS
828.27 FS
827.89 FS
812.44 TC811.94 FS
812.03 FS
827.72 FS
827.83 FS
828.10 FS
828.15 FS
828.27 FS
830.21 FS
830.20 FS 828.48 FS
828.52 FS
828.37 FS
828.49 FS
828.48 FS
828.48 FS
828.48 FS
828.48 FS
828.48 FS
827.31 FS
827.31 FS
827.31 TC826.81 FS
824.86' INV
828.31 TC827.81 FS
829.06 TC828.56 FS
829.01 TC828.51 FS
828.31 TC827.81 FS
827.83 TC827.33 FS
830.25 TC829.75 FS
830.27 TC829.77 FS
830.21 TC829.71 FS
831.40 TC830.90 FS
XXX.XX TCXXX.XX FS

EXISTING UTILITY NOTELEGENDDRAINAGE NOTESRETAINING WALL NOTE DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROADTHOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.LOS ANGELES, CA 90024
INTERIOR DESIGNER10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.HKS ARCHITECTS, INC.LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]
STORAGE SYSTEMSCATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBERDATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM 3.0.0.20170623 C6.01 GRADING AND DRAINAGE PLAN

GRADING AND DRAINAGE PLAN
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM 3.0.0.20170623 C6.02 GRADING SECTIONS

GRADING SECTIONS
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM 3.0.0.20170623 C6.03 GRADING SECTIONS

GRADING SECTIONS
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
4/7/2020 10:03:26 AM 3.0.0.20170623 C6.04 GRADING SECTIONS

GRADING SECTIONS
W
W
W
W W
W
W
W
W
W
W
W
W
UGE

UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE

UGE UGE
UGE
UGE
UGE
UGE
TEL

TEL TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
W
W
GAS
GAS
GA
UGE
UGE
UGE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

FUTURE EV FUTURE EV

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT C
CT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

PROPERTY LINE

20.0' FRONT YARD

5.00'
SIDE
YARD
809.00' INV
808.97' INV
807.75' INV
(806.20' INV)
809.00' INV
806.28' INV
LEGEND

DOMESTIC WATER

FIRE WATER
SEWER

STORM DRAIN

MEP SITE UTILITIES

IRRIGATION

EXISTING SEWER MAIN NOTE EXISTING UTILITY NOTE
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM C7.00

3.0.0.20170623

UTILITY PLAN

UTILITY PLAN

TEL TEL TEL TEL TEL TEL TEL TEL

OHE OHE

OHE OHE
O
H
W
W
W
W
W
W
W
W
W
W
W

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT COMPACT

NO PARKING

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV V FUTURE E FUTURE EV V FUTURE E FUTURE EV FUTURE EV FUTURE EV FUTURE EV

NO PARKING

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT

EXISTING

UTILITY POLE
YARD
REAR

20.0'
LEGEND

DOMESTIC WATER

FIRE WATER
SEWER

STORM DRAIN

MEP SITE UTILITIES

IRRIGATION

EXISTING SEWER MAIN NOTE EXISTING UTILITY NOTE
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM 3.0.0.20170623 C7.01 UTILITY PLAN

UTILITY PLAN
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
01 CONCRETE CURB06 VALLEY GUTTER
05 CONCRETE CHANNEL GUTTER
07 PAVEMENT SECTIONS
03 0" CONCRETE CURB08 THICKENED EDGE 10 CONCRETE SIDEWALK TYPICAL DETAILS 02 CONCRETE CURB & GUTTER
09 CONCRETE PAVEMENT AT DUMPSTER PAD04 REINFORCED CONCRETE RETAINING CURB 11 PEDESTRIAN CROSSWALK STRIPING 12 STANDARD 90° PARKING STALL STRIPING 13 ACCESSIBLE PATH-OF-TRAVEL STRIPING 14 SIGN BASE DETAIL C8.00

DETAILS

DETAILS
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
15 ACCESSIBLE PARKING STRIPING 16 ACCESSIBLE PARKING SIGN DETAIL STANDARD ADA NOTES:
17 STANDARD ADA NOTES 18 TRUNCATED DOMES 20 ACCESSIBLE RAMP DETAILS 21 CLEANOUT DETAIL
19 FLEXIBLE PIPE BEDDING AND TRENCH DETAIL
22 DOUBLE DETECTOR CHECK BACKFLOW ASSEMBLY WITH FDC
C8.01

DETAILS

DETAILS
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
23 THRUST AND ANCHOR BLOCK DETAILS
C8.02

DETAILS

DETAILS
24 FIRE HYDRANT ASSEMBLY
25 MOUNTABLE CURB AND GUTTER
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
C8.03

DETAILS

DETAILS
REVIEWED FOR PERMIT ISSUANCE TY OF THOUSAND OAKS E BY: CIT E BY:

DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
C8.04

DETAILS

DETAILS

FUTURE EV

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV

FUTURE EV

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT COMPACT

NO PARKING

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV TURE EV UF FUTURE EV FUTURE EV FUTURE EV RE EV UTU F FUTURE EV EV FUTURE FUTURE FUTURE EV FUTURE EV FUTURE EV EV

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

NO PARKING

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROADTHOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.LOS ANGELES, CA 90024
INTERIOR DESIGNER10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.HKS ARCHITECTS, INC.LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]
STORAGE SYSTEMSCATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBERDATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
EXHIBIT A: CUT AND FILL

GRADING PLAN

FUTURE EV

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV

FUTURE EV

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT COMPACT

NO PARKING

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV EV FUTURE FUTURE EV FUTURE EV FUTU FUTURE EV TURE EV FU TURE EV FU RE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV TURE EV FU FUTURE EV

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

NO PARKING

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROADTHOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.LOS ANGELES, CA 90024
INTERIOR DESIGNER10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.HKS ARCHITECTS, INC.LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]
STORAGE SYSTEMSCATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBERDATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM 3.0.0.20170623
EXHIBIT B: PROPOSED SLOPE

ANALYSIS GRADING PLAN
EXHIBIT B:

SLOPE ANALYSIS

GRADING PLAN

FUTURE EV

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV

FUTURE EV

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT COMPACT

NO PARKING

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV EV FUTURE FUTURE EV FUTURE EV FUTU FUTURE EV TURE EV FU TURE EV FU RE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV TURE EV FU FUTURE EV

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

NO PARKING

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV

COMPACTT COMPACT ACT P COMAC COMPAC

FUTURE EV FUTURE EV FUTURE EV FUTURE EV

FUTURE EV

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT COMPACT C

NO PARKING

COMPACT COMPACT COMPACT COMPACT COMPACT C

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT OMPACT CO COMPACT COMPACT COMPACT

FUTURE EV E EV URE FUT EV FUT FUTURE EV TURE EV TURE E FU TURE EV FU RE EV U URE FUT EV FUTURE EV FUTURE EV EV E UR UT F FUTURE EV FUT EV TU FUTURE EV

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT
ACT
COMPAC

COMPACT COM

COMPACT

COMPACT C

COMPACT

COMPACT CO

FUTURE EV FUTURE EV FUT

COMPACT

COMPACT

COMPACT C

COMPACT COMPACT COMPACT COMPACT A

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACTCT COMPACT COMPACT COMPACT COMPACT

CT COMPACT COMPACT COMPACT COMPACT

V URE E T FUU U FUTRE EV RU FUT UR UTE EV F

NO PARKING
UR
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROADTHOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.LOS ANGELES, CA 90024
INTERIOR DESIGNER10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.HKS ARCHITECTS, INC.LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]
STORAGE SYSTEMSCATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBERDATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM 3.0.0.20170623
EXHIBIT C: EXISTING SLOPE
OVER 25%
EXHIBIT B:

SLOPE ANALYSIS

GRADING PLAN

FUTURE EV FUTURE EV

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT CO
CT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT
W

W W W W W W W W W W W
W
UGE

UGE UGE UGE UGE

UGE UGE UGE UGE

UGE UGE UGE

UGE UGE
UGE
UGE
UGE
UGE
TEL

TEL TEL TEL

TEL TEL TEL TEL
TEL
TEL
TEL
TEL

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
W
W
GAS
GAS GA

UGE UGE UGE

W W W W W W W

W W W W W
812.15 TC811.65 FS
811.84 TC811.34 FS
811.84 TC811.34 FS
811.92 TC811.42 FS
811.53 TC811.03 FS
811.00 TC810.50 FS
811.91 TC811.41 FS
811.46 TC810.96 FS
811.42 TC810.92 FS
811.35 TC810.85 FS
811.05 TC810.55 FS
811.36 TC810.86 FS
808.06 TC807.56 FS
806.61 TC806.11 FS
812.40 TC811.90 FS
812.32 TC811.99 FS
814.02 TC813.69 FS
811.65 TC811.32 FS
812.32 TC811.99 FS
812.29 TC811.96 FS
811.71 TC811.21 FS
812.40 TC811.90 FS
826.83 TC826.33 FS
810.26 TC809.76 FS
810.74 TC810.24 FS
811.05 TC810.55 FS
811.88 TC811.38 FS 812.18 TC
811.68 FS
810.59 TG810.98 FL811.38 FL
809.96 TC809.46 FL
810.72 TC810.22 FL
810.54 TC810.04 FS
810.67 TC810.17 FS
812.04 TC811.54 FL
825.59 TC825.09 FL
807.85 FS
805.62 FS
807.56 FS
804.67 FS
813.14 FS
814.90 FS
818.83 FS
(811.00 FS)(785.00 FS)(780.00 FS)
(822.59 FS)
JOIN EX.
811.85 TC811.35 FS
812.09 TC811.59 FS
811.89 TC811.39 FS
811.83 TC811.33 FS
812.02 TC811.52 FS
811.70 RIM
809.75 FS
809.92 FS
809.80 FS
810.98 FS
809.15 FS
812.10 FS
816.10 FS
814.83 FS
815.53 FS
812.10 FS
817.00 FS
812.12 FS
823.06 TC822.56 FS
823.48 FS
825.37 FS
821.30 FS
821.33 FS
812.18 TC811.85 FS
812.21 TC811.88 FS
812.29 TC811.96 FS
812.27 TC811.94 FS
812.22 TC811.89 FS
811.55 FS 811.65 FS
811.80 FS
812.27 TC811.94 FS
812.25 TC811.92 FS
812.13 TC811.80 FS
812.04 TC811.71 FS
812.16 TC811.83 FS
812.04 TC811.71 FS
811.98 TC811.48 FS
810.50 TG
810.67 TC810.17 FS
809.78 INV
812.97 FS
812.07 FS
820.00 FS 820.22 FS
809.97 FS
810.68 FS
800.02 FS
798.26 FS
809.80 FS 801.68 FS
806.01 FS
810.02 FS
810.24 FS
811.41 TC810.91 FS
811.88 FS
807.90 FS
808.00 FS
802.74 FS
806.03 FS
806.03 FS
809.76 FS
807.75 FS
810.23 FS
815.03 FS
813.18 FS
812.69 FS
815.59 FS
824.26 FS
812.50 FS
812.46 FS
819.73 FS
821.50 FS
812.01 FS 812.50 FS
811.73 TC811.40 FS
810.19 TC809.69 FS
810.74 TC810.24 FL
812.01 TC811.51 FS
810.20 TC809.70 FS
812.06 TC811.56 FS
812.05 TC811.55 FS
811.38 TC810.88 FS
811.06 TC810.56 FS
812.39 TC
812.56 TC 811.89 FS812.06 FS
812.50 TC812.17 FS
812.71 TC812.21 FS
812.58 TC812.08 FS
812.59 TC812.09 FS
811.12 TC810.62 FS
811.54 TC
811.62 TC 811.04 FS811.12 FS 811.64 TC
811.31 FS
811.27 TC810.77 FS
810.74 TC810.41 FS
811.72 FS
815.52 FS
812.29 FS
817.57 FS
826.14 TC825 64 FS
828.00 FS
815.42 FS
811.41 TC810.91 FS
812.43 FS 812.32 FS
811.37 FS 811.81 FS
828.50 FS
807.60 INV
811.30 FL
810.78 FL
(820.00 FS)
JOIN EX.
(819.00 FS)
JOIN EX.
(818.42 FS)
JOIN EX.
(815.78 FS)
JOIN EX.
(814.95 FS)
JOIN EX.
(806.00 FS)
JOIN EX.
(809.02 FS)
JOIN EX.
(796.00 FS)
806.51' INV
806.15 INV
806.37' INV
806.58' INV
807.12' INV 820.00' INV
804.94' INV
804.29' INV 804.29' INV
799.29' INV
798.81' INV
804.72' INV
806.98' INV
812.50 FS
807.41' INV
807.73' INV 812.50 TC
812.00 FS
812.44 TC811.94 FS
812.44 TC811.94 FS
812.03 FS
811.79 FS
811.71 FS
811.74 FS 811.87 FS
811.96 FS
812.29 FS
812.50 FS 812.50 FS
812.44 FS
812.44 FS
812.50 FS
812.20 FS
812.14 FS
825.48 FS825.48 FS
812.44 TC
811.67 FL 811.94 FS
811.57 FL
828.10 FS
828.15 FS
828.48 FS 827.31 FS
813.72' INV
810.66 TC810.16 FS
810.57 TC810.07 FS
809.88 TC809.38 FL
805.36' INV
809.87 FS
804.77' INV
805.72' INV
810.94 TC810.44 FS
810.87 TC810.37 FS
809.84 TC809.34 FL
805.94 FS
800.95 FS (785.00 FS)
(790.00 FS)
(795.00 FS)
(791.00 FS)
810.40 FS
798.30 FS
797.98 FS
821.05 FS
815.90 FS
810.35 FS
802.84 FS
804.80 FS
809.14 FS
812.73 FS
813.00 FS
803.88 FS
811.93 TC811.43 FS 811.96 TC
811.46 FS
811.71 TC811.21 FS
811.66 TC811.16 FL
811.41 TC811.41 FS
812.73 TC811.23 FS
811.03 FS 810.91 TC
810.91 FS
811.10 TG
810.85 TG
806.97 INV
812.04 TC811.54 FS
812.60 FL
XXX.XX TCXXX.XX FS

EXISTING UTILITY NOTELEGENDDRAINAGE NOTESRETAINING WALL NOTE DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX 1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18 PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM 3.0.0.20170623 C6.00 GRADING AND DRAINAGE PLAN

GRADING AND DRAINAGE PLAN

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT COMPACT

NO PARKING

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV

NO PARKING

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT

TEL TEL TEL TEL TEL TEL TEL TEL

OHE OHE

OHE OHE
OH
W
W
W
W
W
W
W
W
W
W
W
828.25 FS
828.35 FS
828.32 TC827.99 FS
828.07 TC827.74 FS
827.92 TC827.42 FS
828.47 TC827.97 FS
827.86 TC827.36 FS
827.15 TC826.65 FS
826.83 TC826.33 FS
830.63 TC830.13 FS
829.57 TC829.07 FS 830.00 TC
829.50 FS
831.29 TC830.79 FS
828.51 TC828.01 FS
829.17 TC828.67 FS
828.19 TC827.69 FS
830.65 TC830.15 FS
830.69 TC830.19 FS
829.44 TC828.94 FS
830.06 TC829.56 FS
831.14 TC830.64 FS 832.07 TC 831.57 FS
832.85 TC832.35 FS
832.85 TC832.35 FS
833.39 TC832.89 FS
831.25 TC830.75 FS
830.07 TC829.57 FS
829.52 TC829.02 FS
826.64 TC826.14 FS
825.59 TC825.09 FL
828.76 TC828.26 FL
832.63 TC832.13 FS
830.86 FL
830.53 FL
830.65 TC830.15 FL
830.28 TC829.78 FL
831.61 TC831.11 FS
831.31 TC830.81 FS
832.07 TC831.57 FS
827.51 TC827.01 FS
826.72 TC826.22 FL
834.18 FS 833.15 FS
834.75 FS
843.25 FS
831.60 FS
839.00 FS
830.31 FS
838.06 FS 836.28 FS
837.54 FS
839.50 FS
848.00 FS
848.70 FS
857.20 FS
836.77 FS
831.38 FS
843.55 FS
852.00 FS
852.35 FS
857.00 FS
825.43 FS
822.55 FS
827.17 FS
828.36 FS
(829.65 FS)
(811.00 FS)
(821.00 FS)
(822.59 FS)
JOIN EX.
(828.00 FS)
(831.78 FS)
(826.56 FS)
(857.50 FS)
(858.28 FS)
827.43 TC826.93 FS
827.10 TC826.60 FS
827.57 TC827.07 FS
821.33 FS
826.03 FS
812.97 FS
812.07 FS
820.00 FS 820.22 FS
828.21 TC827.71 FS
827.76 TC827.26 FS
828.18 TC827.68 FS
829.24 TC828.74 FS
828.47 TC827.97 FS
827.86 TC827.36 FS
828.52 TC828.02 FS
827.41 TC826.91 FL
828.17 TC827.67 FL
836.57 FS
836.11 FS 833.50 FS
831.25 FS
833.15 FS
841.07 FS
841.42 FS
849.89 FS
857.00 FS
850.37 FS
837.30 FS
836.03 FS
830.05 FS
829.54 FS
821.50 FS
812.01 FS
828.03 FS
827.46 FS
827.46 FS
812.50 FS
828.29 FS
832.69 TC832.19 FS
831.17 TC830.67 FS
832.26 TC831.76 FS
829.62 TC829.12 FS
830.16 TC829.66 FS
830.01 TC829.51 FS
831.26 TC830.76 FS
831.44 TC830.94 FS 831.36 TC
830.86 FS
831.45 TC830.95 FS
831.22 TC830.72 FS
831.31 TC830.81 FS
831.00 TC830.50 FS
830.75 TC830.25 FS
830.09 TC829.59 FS
829.35 TC828.85 FS
829.29 TC828.79 FS
829.25 TC828.75 FS
830.77 TC830.27 FS
830.80 TC830.30 FS
829.42 TC828.92 FS
826.55 TC826.05 FS
826.28 TC825.78 FS
830.87 FS 838.65 FS
838.82 FS
846.46 FS
846.66 FS
854.30 FS
834.00 FS
838.09 FS
838.63 FS
843.65 FS
844.12 FS
843.65 FS
827.04 TC826.54 FS
826.14 TC825.64 FS
828.00 FS
827.68 FS
828.11 TC827.78 FS 828.23 TC 827.90 FS
828.88 TC828.38 FS
829.30 TC828.80 FL
828.13 TC827.80 FS
828.25 TC827.92 FS
828.20 FS
828.47 FS
828.23 FS
828.41 FS
828.31 FS
828.33 FS 828.07 FS
828.17 FS
828.50 FS
827.31 FS
827.49 FS
832.85 TC832.35 FS 833.20 TC
832.70 FS
831.07 TC830.57 FS
807.12' INV
822.16' INV
818.63' INV
823.30' INV
820.00' INV
820.97' INV
821.97' INV
820.72' INV
818.72' INV
822.09' INV
822.01' INV
823.22' INV 8"SD820.83' INV 15" SD
825.00' INV
822.06 FS
828.27 FS
827.89 FS
812.44 TC811.94 FS
812.03 FS
827.72 FS
827.83 FS
828.10 FS
828.15 FS
828.27 FS
830.21 FS
830.20 FS 828.48 FS
828.52 FS
828.37 FS
828.49 FS
828.48 FS
828.48 FS
828.48 FS
828.48 FS
828.48 FS
827.31 FS
827.31 FS
827.31 TC826.81 FS
824.86' INV
828.31 TC827.81 FS
829.06 TC828.56 FS
829.01 TC828.51 FS
828.31 TC827.81 FS
827.83 TC827.33 FS
830.25 TC829.75 FS
830.27 TC829.77 FS
830.21 TC829.71 FS
831.40 TC830.90 FS
XXX.XX TCXXX.XX FS

EXISTING UTILITY NOTELEGENDDRAINAGE NOTESRETAINING WALL NOTE DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROADTHOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.LOS ANGELES, CA 90024
INTERIOR DESIGNER10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.HKS ARCHITECTS, INC.LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]
STORAGE SYSTEMSCATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBERDATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM 3.0.0.20170623 C6.01 GRADING AND DRAINAGE PLAN

GRADING AND DRAINAGE PLAN
W
W
W
W W
W
W
W
W
W
W
W
W
UGE

UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE

UGE UGE
UGE
UGE
UGE
UGE
TEL

TEL TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
W
W
GAS
GAS
GA
UGE
UGE
UGE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

FUTURE EV FUTURE EV

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT C
CT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

PROPERTY LINE

20.0' FRONT YARD

5.00'
SIDE
YARD
809.00' INV
808.97' INV
807.75' INV
(806.20' INV)
809.00' INV
806.28' INV
LEGEND

DOMESTIC WATER

FIRE WATER
SEWER

STORM DRAIN

MEP SITE UTILITIES

IRRIGATION

EXISTING SEWER MAIN NOTE EXISTING UTILITY NOTE
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM C7.00

3.0.0.20170623

UTILITY PLAN

UTILITY PLAN

TEL TEL TEL TEL TEL TEL TEL TEL

OHE OHE

OHE OHE
O
H
W
W
W
W
W
W
W
W
W
W
W

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT COMPACT

NO PARKING

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT

FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV FUTURE EV V FUTURE E FUTURE EV V FUTURE E FUTURE EV FUTURE EV FUTURE EV FUTURE EV

NO PARKING

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

COMPACT

FUTURE EV FUTURE EV

COMPACT

COMPACT

EXISTING

UTILITY POLE
YARD
REAR

20.0'
LEGEND

DOMESTIC WATER

FIRE WATER
SEWER

STORM DRAIN

MEP SITE UTILITIES

IRRIGATION

EXISTING SEWER MAIN NOTE EXISTING UTILITY NOTE
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &
Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017

CIVIL ENGINEER
660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS
NORTH
4/7/2020 10:03:26 AM 3.0.0.20170623 C7.01 UTILITY PLAN

UTILITY PLAN

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
HUNTER PROS-PRS30-06-CV-MSBN
MULTI-STREAM BUBBLER, 6IN. POP-UP, FACTORY
INSTALLED DRAIN CHECK VALVE, 25=.25GPM, 50=0.5GPM,
10=1.0GPM, 20=2.0GPM.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD XCZ-100-LC

WIDE FLOW DRIP CONTROL KIT, FOR LIGHT COMMERCIAL
USES. 1IN. PEB VALVE, WITH 1IN. PRESSURE REGULATING
40PSI BASKET FILTER. 0.3-20 GPM.

RAIN BIRD XCZ-150-LCSHIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIALDRIP ZONES. 1-1/2IN. PEB GLOBE VALVE WITH SINGLE 1-1/2IN. PRESSURE REGULATING 40PSI QUICK-CHECK
BASKET FILTER. FLOW RANGE: 15-62 GPM.

NO SYMBOL SHOWN NETAFIM TLFV-1 - AUTOMATIC FLUSH VALVE, WITH INSERT INLET - INSTALL AS NEEDED PER MANUF. REC'S.

NO SYMBOL SHOWN NETAFIM TLAVRV - AIR/VACUUM RELIEF VALVE, 1/2IN.

MALE PIPE THREAD. INSTALL AS NEEDED PER MANUF.

RAIN BIRD OPERINDDRIP SYSTEM OPERATION INDICATOR, STEM RISES 6IN.FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED TO A MINIMUM OF 20PSI. INCLUDES 16IN. OF 1/4IN.

DISTRIBUTION TUBING WITH CONNECTION FITTINGPRE-INSTALLED.

AREA TO RECEIVE DRIPLINE
NETAFIM TLCV-06-18

TECHLINE PRESSURE COMPENSATING LANDSCAPE
DRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

RAIN BIRD PEB-IVM
1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/ FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATING
CAPABILITY, GLOBE CONFIGURATION.

RAIN BIRD 5-LRC
1IN. BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 1-PIECEBODY.LANDSCAPE PRODUCTS INC. CWV THREADED 1/2IN., 3/4IN., 1IN., 1-1/4IN., 1-1/2IN.,2IN. THREADED PLASTIC BALL VALVE. QUARTER-TURN SHUTOFF DESIGNED FOR

IRRIGATION, SPAS, POOLS AND OTHER GENERAL COLD
WATER APPLICATIONS. 125 PSI RATING. SAME SIZE AS
MAINLINE.BUCKNER-SUPERIOR 3100 1-1/2"
NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDESDIRTY WATER PROTECTION. AVAILABLE IN 3/4IN., 1IN., 1-1/4IN., 1-1/2IN., 2IN., 2-1/2IN. AND 3IN..

APOLLO VALVES 36LF10801
PRESSURE REDUCING VALVE (LEAD FREE), SINGLE UNIONNPT CONNECTION, SIZE 2IN., 25-75 PSI PRESSURE RANGE, BRONZE C89836 BODY
PRESSURE DOWNSTREAM REQUIRED IS 85.9 PSIFEBCO 825Y 1-1/2"REDUCED PRESSURE BACKFLOW PREVENTERHUNTER PED-SS-A2C-75D-SS 75-STATION DECODER CONTROLLER IN AN OUTDOORSTAINLESS STEEL PEDESTAL.

HUNTER WSS

WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR
INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, ANDI-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER,AND GUTTER MOUNT BRACKET.

RAIN BIRD FS-200-B
2IN. FLOW SENSOR, BRASS MODEL. SUGGESTED
OPERATING RANGE 10 GPM TO 100 GPM. SIZE FOR FLOW
NOT ACCORDING TO PIPE SIZE. RAIN BIRD COMPATIBLE
CONTROLLERS: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, ORCONTROLLERS ACCEPTING CUSTOM K-FACTOR ANDOFFSET. INSTALL IN RAIN BIRD VALVE BOX.

WATER METER 1-1/2"
IRRIGATION LATERAL LINE: PVC SCHEDULE 40IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40
DI
MCV
BF
C
WS
M
W

TEL OHE OHE OHE OHE OHE OHE OHE W W W W W
W
10,529 SF 4"-8" DECORATIVE COBBLE - RIVER ROCK
TREES QTY BOTANICAL / COMMON NAME CONT HEIGHT/SPREAD CAL. WUCOLS 11 ARBUTUS X 'MARINA' / MARINA STRAWBERRY TREE STANDARD 24" BOX 6-7` HT. X 3-4` SPR. LOW17 EXISTING TREE / TO REMAIN - 91 EXISTING TREE TO BE REMOVED ---
17 QUERCUS AGRIFOLIA / COAST LIVE OAK 24" BOX 8`-10` HT. X 3`-4` SPR. VERY LOW 28 QUERCUS LOBATA / VALLEY OAK 24" BOX 8`-10` HT. X 3`-4` SPR. MODERATE 10 TRISTANIA CONFERTA / BRISBANE BOX 24" BOX 6-7` HT. X 3-4` SPR. MODERATE SHRUBS QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS SIZE 21 AGAVE ANGUSTIFOLIA 'MARGINATA' / VARIEGATED CARIBBEAN CENTURY PLANT 5 GAL. 48" O.C. VERY LOW 4` HT. X 4` SPR.21 AGAVE OVATIFOLIA 'FROSTY BLUE' / FROSTY BLUE WHALE'S TONGUE AGAVE 5 GAL. 48" O.C. VERY LOW 4` HT. X 4` SPR.22 ALOE FEROX / BITTER TREE ALOE 5 GAL. 48" O.C. LOW 6` HT X 4` SPR 168 CEANOTHUS LEUCODERMIS / CHAPARRAL WHITETHORN 5 GAL. 36" O.C. VERY LOW 6` HT. X 3` SPR.19 FURCRAEA FOETIDA 'MEDIOPICTA' / MAURITIUS HEMP 5 GAL. 48" O.C. LOW 6` HT X 4` SPR INERT MATERIAL QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS SIZE 86 BOULDER / LANDSCAPE BOULDER 4`-5` DIA.

MEXICAN ONYX BOULDER FROM SOUTHWEST BOULDER & STONE, OR EQUAL SHRUB AREAS QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS 289 ALOE CILIARIS 'FIREWALL' / FIREWALL CLIMBING ALOE 1 GAL. 36" O.C. LOW GROUND COVERS QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS 781 APTENIA CORDIFOLIA 'RED APPLE' / RED APPLE BABY SUNROSE 1 GAL. 18" O.C. LOW 1,110 DIANELLA REVOLUTA 'DR5000' / LITTLE REV™ FLAX LILY 1 GAL. 18" O.C. LOW1,028 FRAGARIA CHILOENSIS / BEACH STRAWBERRY 1 GAL. 18" O.C. MODERATE 32 FRAGARIA X 'LIPSTICK' / LIPSTICK STRAWBERRY 1 GAL. 18" O.C. MODERATE 6" HEIGHT AT MATURITY
368 HELIANTHEMUM NUMMULARIUM / SUNROSE 1 GAL. 30" O.C. LOW 1,197 HYPERICUM CALYCINUM / CREEPING ST. JOHN'S WORT 1 GAL. 24" O.C. MODERATE 560 MAHONIA REPENS / CREEPING MAHONIA 1 GAL. 36" O.C. LOW 178 MYOPORUM PARVIFOLIUM 'PINK' / PINK TRAILING MYOPORUM 1 GAL. 48" O.C. LOW1,496 SENECIO TALINOIDES 'JOLLY GRAY' / HYBRID KLEINIA 1 GAL. 24" O.C. LOW INERT MATERIAL QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS 13 SF ROCK COBBLE / 1"-4" DECORATIVE ROCK -
2" DEPTH
DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK

SIGNATURE
L
I
CE
NSED

LANDSCA PE ARCH
I
T
E
CT
M
I
CHAEL A . LEDBETTER 555
3 STATE OF CAL I FORN IA

RENEWAL DATE
DATE
MICHAEL A. LEDBETTER, PLA 5553

PLA NUMBER
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017CIVIL ENGINEER 660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS

PROJECT OWNER AND CONSULTANTS

ON-SITE IMPROVEMENT PLANS
FOR

LOS ROBLES

MEDICAL OFFICE BUILDING
400 ROLLING OAKS DRIVE
THOUSAND OAKS, CA 91361
NORTH

LANDSCAPE

COVER SHEET

LANDSCAPE COVER SHEET
NOTE: IRRIGATION SYSTEM DESIGN TO BE
INSTALLED AS A 2-WIRE SYSTEM. ENSURE

ALL APPROPRIATE EQUIPMENT REQUIRED
FOR CORRECT INSTALLATION OF A 2-WIRE
SYSTEM PROCURED.

OVERALL SITE PLAN
NORTH
L0.0
L0.1

PLANTING SCHEDULE IRRIGATION SCHEDULE

SHEET INDEX

SHEET NUMBER SHEET TITLE
L0.0 LANDSCAPE COVER SHEET
L0.1 IRRIGATION NOTES AND CALCULATIONS
L1.0 IRRIGATION PLAN
L1.1 IRRIGATION PLAN
L2.0 IRRIGATION DETAILS
L2.1 IRRIGATION DETAILS
L3.0 LANDSCAPE NOTES
L3.1 LANDSCAPE PLAN
L3.2 LANSDCAPE PLAN
L3.3 LANDSCAPE PLAN ENLARGEMENT
L4.0 LANDSCAPE DETAILS
L4.1 LANDSCAPE DETAILS
L4.2 LANDSCAPE DETAILSL5.0 IRRIGATION SPECIFICATIONS
L5.1 LANDSCAPE SPECIFICATIONS

MATERIAL SCHEDULE

MATERIAL SIZE NOTES
PORCELAIN PAVERS 24" x 24" BISON 2CM PAVER AND TRAY.

COLOR - AXI BROWN CHESTNUT
PORCELAIN PAVERS 24" x 24" BISON 2CM PAVER AND TRAY.

COLOR - AXI GREY TIMBER
PLANTER - ROUND 60" Dia. BRAND - TOURNESOL
MODEL - WCS-6000F, GFRC

COLOR - PEARL

TEXTURE - ACID ETCH
PLANTER - SQUARE 60" x 60" BRAND - TOURNESOL
MODEL - WCR-6000F, GFRC

COLOR - CAROB

TEXTURE - ACID ETCH

PAVER PEDESTAL VARIOUS BISON VERSADJUST ADJUSTABLE

PEDESTAL
WATER FOUNTAIN (X2) 9' X 5' FOUNTAINS.COM

BRICK WATER WALL

STAINLESS TRIM/BASIN
15" x 12" BASIN, 8" TRIM
2 WHITE UPLIGHTS

SITE TABULATIONS

TOTAL OPEN PARKING AND
DRIVEWAY AREA: 116,418 SF

TOTAL PARKING LOT
LANDSCAPE AREA: 17,104 SF
% LANDSCAPE: 14%
L1.0, L3.1L1.1, L3.2
CGCG
MAL
PLANNING NOTE:DEVELOPMENTS ELECTING TO INCORPORATE COMPACT

STALLS SHALL BE REQUIRED TO EXCEED MINIMUM

PARKING LOT LANDSCAPING AREA REQUIREMENTS BY
AN ADDITIONAL AREA NOT LESS THAN TWENTY-FIVE (25)
SQUARE FEET FOR EACH COMPACT CAR SPACE.

CRITICAL ANALYSIS VALVE SCHEDULE
Generated: 2023-02-02 13:38
P.O.C. NUMBER: 01
Water Source Information:

FLOW AVAILABLE
Water Meter Size: 1-1/2"
Flow Available 75 GPM

PRESSURE AVAILABLE
Static Pressure at POC: 100 PSI
Elevation Change: 5.00 ft
Service Line Size: 2 1/2"
Length of Service Line: 20 ft
Pressure Available: 98 PSIDESIGN ANALYSISMaximum Station Flow: 33 GPM Flow Available at POC: 75 GPM
Residual Flow Available: 42 GPM
Critical Station: 15
Design Pressure: 30 PSI Friction Loss: 4.05 PSI Fittings Loss: 0.41 PSI Elevation Loss: 0 PSI Loss through Valve: 16.0 PSI Pressure Req. at Critical Station: 50.4 PSILoss for Fittings: 0.14 PSILoss for Main Line: 1.45 PSILoss for POC to Valve Elevation: 19.5 PSILoss for Backflow: 12.3 PSILoss for Master Valve: 3.9 PSILoss for Water Meter: 0.45 PSI Critical Station Pressure at POC: 88.1 PSI
Pressure Available: 98 PSI
Residual Pressure Available: 9.86 PSI
NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC
1 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 16.18 50.2 67.6 2 RAIN BIRD PEB-IVM 1" BUBBLER 4 31.8 48.1
3 RAIN BIRD PEB-IVM 1" BUBBLER 24 36.0 54.3
4 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 15.81 49.1 66.9 5 RAIN BIRD PEB-IVM 1" BUBBLER 33 42.2 68.1
6 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 4.66 33.6 50.2 7 RAIN BIRD PEB-IVM 1" BUBBLER 26 39.1 62.2
8 RAIN BIRD PEB-IVM 1" BUBBLER 5 31.9 48.6
9 RAIN BIRD XCZ-150-LCS 1-1/2" AREA FOR DRIPLINE 12.64 31.9 56.4 10 RAIN BIRD PEB-IVM 1" BUBBLER 16.42 37.3 58.2
11 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 13.75 44.4 72.112 RAIN BIRD PEB-IVM 1" BUBBLER 11 33.4 53.213 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 13.32 45.2 81.3 14 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 15.34 47.6 96.515 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 14.97 50.4 94.616 RAIN BIRD PEB-IVM 1" BUBBLER 14 34.4 56.917 RAIN BIRD PEB-IVM 1" BUBBLER 10 33.3 52.8 18 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 14.08 45.2 73.8 19 RAIN BIRD PEB-IVM 1" BUBBLER 23 37.9 68.7
20 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 0.84 31.4 49.921 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 14.33 47.0 70.122 RAIN BIRD PEB-IVM 1" BUBBLER 22 35.6 62.123 RAIN BIRD PEB-IVM 1" BUBBLER 7 33.8 50.624 RAIN BIRD PEB-IVM 1" BUBBLER 5 31.9 48.425 RAIN BIRD PEB-IVM 1" BUBBLER 14 33.0 50.926 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 26.15 57.3 78.2 DATE REVISED: 9-14-18
BLDG. DIVISION - ADA COMPLIANCE
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS

COSCATRAFFIC ENGINEERPLANNING DIVISIONDEVELOPMENT ENGINEER

DATEDATEDATEDATEDATE
REV. SYMBOL DESCRIPTION OF CHANGE R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

ENGINEER'S SEAL REGISTERED ENGINEER
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE
8 1 1
NICOLE D. KERRY, PE 58449

CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS DWG. NO. _________ XX-XXXX
1 REVISED PER PUBLIC WORKS COMMENTS 10/31/18
PLOT DATE: © 2018 HKS, INC.

TEMPLATE VERSION:

KEY PLAN
Los Robles Hospital &Medical Center
HOSPITAL CORPORATION OF AMERICA (HCA)NASHVILLE, TN, 37203

ONE PARK PLAZA

LOS ROBLES HOSPITAL & MEDICAL CENTER
THOUSAND OAKS, CA 91360
215 W. JANSS ROAD
THOUSAND OAKS, CA 91361
400 ROLLING OAKS DR.

BUILDING II, EAST 3RD FLOOR
KKSL
NK

SIGNATURE
L
I
CE
NSED

LANDSCA PE ARCH
I
T
E
CT
M
I
CHAEL A . LEDBETTER 555
3 STATE OF CAL I FORN IA

RENEWAL DATE
DATE
MICHAEL A. LEDBETTER, PLA 5553

PLA NUMBER
HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

INTERIOR DESIGNER
10880 WILSHIRE BLVD. SUITE 1850
KIMLEY-HORN AND ASSOCIATES, INC.LOS ANGELES, CA 90017CIVIL ENGINEER 660 S. FIGUEROA ST, SUITE 2050
KPFF, INC.LOS ANGELES, CA 90017
STRUCTURAL ENGINEER700 SOUTH FLOWER ST, SUITE 2100
WSP USA BUILDINGS, INC.

DALLAS, TEXAS 75219

MEP/LOW VOLTAGE ENGINEER
3102 OAK LAWN AVENUE, SUITE 450

LANDSCAPE
KIMLEY-HORN AND ASSOCIATES, INC.

HKS ARCHITECTS, INC.

LOS ANGELES, CA 90024

ARCHITECT
10880 WILSHIRE BLVD. SUITE 1850
LOS ANGELES, CA 90017
660 S. FIGUEROA ST, SUITE 2050
VARIAN
TEJ SINGH - [email protected]

STORAGE SYSTEMS
CATHERINE ATKINS - [email protected] HEALTHCARE TAREY ISBELL - [email protected]
NELCO
GEORGE SANCHEZ - [email protected]

REVISION

HKS PROJECT NUMBER
DATE

SHEET TITLE
SHEET NO.

ISSUE

HCA PROJECT NUMBERS
23775.000
3055500030CITY PROJECT NUMBER
22-70065
PLAN
NORTH
TRUE
NORTH
07/12/2023

CONSTRUCTION

DRAWINGS

IRRIGATION NOTES

1. THE SYSTEM HAS BEEN DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. QUANTITIES IN SCHEDULE ARE ESTIMATED. PLAN SHALL TAKE PRECEDENCE.

2. ALL IRRIGATION LINES AND VALVES ARE SHOWN DIAGRAMMATICALLY. ALL LINES AND VALVES TO BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE.

3. CONTRACTOR TO FIELD LOCATE ALL PROPOSED IRRIGATION WATER MAIN LINE LOCATIONS. CONTACT LANDSCAPE ARCHITECT PRIOR TO START OF WORK IF DISCREPANCIES BETWEEN THIS PLAN ANDEXISTING CONDITIONS ARE FOUND.

4. LOCATE ALL VALVES INSIDE LANDSCAPE AREAS, ALLOWING ACCESS FOR MAINTENANCE PURPOSES, BUT HIDING THEM FROM PUBLIC VIEW WHENEVER POSSIBLE.

5. ALL PRESSURE MAINLINES UNDER ASPHALT PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED.

WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT.

6. CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT.

7. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES SHALL BE SIZED TWO PIPE SIZES GREATER THAN PIPE IT CARRIES.

8. ALL DRIP ZONES SHALL BE INSTALLED WITH A SELF-FLUSHING DISC FILTER, OR APPROVED EQUAL9. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THEOWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE HIGHWAY JURISDICTION.

10. VERIFY CONTROLLER AND RAIN SENSOR LOCATION AND MAINLINE POINT OF CONNECTION AT PROJECT SITE WITH OWNER.

11. ELECTRIC SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR.12. ALL 24 VAC WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE AS FOLLOWS:
x CONTROL WIRES - #14x COMMON WIRES - #12

13. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON THE SITE.

14. COORDINATE WITH PLANTING PLAN FOR PLANTER BED LOCATIONS AND TREE LOCATIONS.15. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH DEVELOPER FOR OPERATING PARAMETERS OF MASTER SYSTEM. THIS DESIGN REQUIRES 100 PSI TO OPERATE. IF THE

MASTER SYSTEM CANNOT PROVIDE THESE PARAMETERS, CONTRACTOR SHALL MAKE ADJUSTMENTS TO

THE DESIGN BY ADDING CONTROL VALVES, A BOOSTER PUMP, PRESSURE REDUCING VALVE, OR OTHER EQUIPMENT, AS NECESSARY. CONTRACTOR SHALL SUBMIT DESIGN REVISIONS TO OWNER'SREPRESENTATIVE FOR APPROVAL PRIOR TO SUBMITTING BID.

16. A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL BY THE FIELD INSPECTOR. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESES SERVICES.

17. A LAMINATED DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.

18. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE

LANDSCAPE PLANS, THE SIGNER OF THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT.

19. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION.

I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE

ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLAN.

MICHAEL A. LEDBETTER, LLA 5553

STATE OF CALIFORNIA ESTIMATED WATER USE
TOTAL WATER USE IS CALCULATED BY SUMMING THE AMOUNT OF WATER ESTIMATED FOR EACH HYDROZONE.

WATER USE FOR EACH HYDROZONE IS ESTIMATED WITH THE FOLLOWING FORMULA:

ESTIMATED TOTAL WATER USE (ETWU) = GAL / YEAR PER HYDROZONE ET ADJUSTMENT FACTOR (ETAF) =

0.55 ETAF FOR RESIDENTIAL LANDSCAPE

0.45 ETAF FOR NON-RESIDENTIAL LANDSCAPE

0.8 ETAF FOR EXISTING NON-REHABILITATED LANDSCAPE
SPECIAL LANDSCAPE SHALL NOT EXCEED 1.0 ETAF
PLANT FACTOR (PF) = WATER USE CLASSIFICATION OF LANDSCAPE SPECIES HYDROZONE AREA (HA) = (SF OF LANDSCAPE) OR (32 SF / TREE)

CONVERSION FACTOR (CONVERTS ACRE-INCHES PER ACRE PER YEAR TO GALLONS PER SQUARE FOOT PER YEAR = 0.62
IRRIGATION EFFICIENCY (IE) = 0.75 (OVERHEAD SPRAY) 0.81 (DRIP) SPECIAL LANDSCAPE AREA (SLA) = SF OF EDIBLE PLANTS, RECREATIONAL AREAS, AREAS IRRIGATED WITH

RECYCLED WATER, OR WATER FEATURS USING RECYCLED WATER
EVAPOTRANSPIRATION RATE (ETo) = QUANTITY OF WATER EVAPORATED FROM ADJ. SOIL AND TRANSPIRED BY

PLANTS OVER A SPECIFIED TIME
ETWU = [(ETo) * (PF) * (HA) * (0.62)] / (IE)
MAWA = (ETo) * (0.62) [ETAF) * (SUM OF SLA & HA)] + [(1-ETAF) * (SLA)] HYDROZONE "A" (DRIP)

ETO PF HA CONVERSION FACTOR IE SLA ETWU (GAL/YEAR)

51.40 0.30 50,453 0.62 0.81 - 595,494.89
HYDROZONE "B" (BUBBLER)

ETO PF HA CONVERSION FACTOR IE SLA ETWU (GAL/YEAR)

51.40 0.30 3,680 0.62 0.75 - 46,909.70
ESTIMATED TOTAL WATER USE (GAL/YEAR) 642,404.59

MAXIMUM APPLIED WATER ALLOWANCE (MAWA)

ETO SUM OF HA CONVERSION FACTOR ETAF SUM OF SLA MAWA(GAL/YEAR)

51.40 54,133.00 0.62 0.45 - 776,299.70
MAXIMUM APPLIED WATER ALLOWANCE (GAL/YEAR) 776,299.70
MAXIMUM APPLIED WATER ALLOWANCE PERCENT OF ESTIMATED TOTAL WATER USE 82.75%

1. LOW-FLOW BUBBLER ZONES WILL BE DRAINED IN COLD WEATHER SITUATIONS USING THE MANUAL FLUSH VALVES.

2. FILTER CLEANING AND REPLACEMENT ON A REGULAR BASIS.

3. CHECKING FOR LEAKS AT EACH VALVE AND INSPECTION OF EACH ZONE ON A MONTHLY BASIS.

4. HAVE THE CONTRACTOR WALK EACH SECTION OF LOW-FLOW BUBBLERS TO CHECK FOR CLOGGING OR PROBLEMS.

5. IF AN ON-SITE WEATHER STATION IS SPECIFIED, IT NEEDS TO BE CALIBRATED REGULARLY TO PROVIDE ACCURATE DATA. BECAUSE OF THE COST OF MAINTAINING AN ON-SITE WEATHER STATION, IT IS

RECOMMENDED TO USE A CONTROL SYSTEM WHICH UTILIZES A NETWORK OF ET DATA THAT CAN ASSURE ACCURACY TO WITHIN ON KILOMETER OF THE SITE.

THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED A S MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS.

MAINTENANCE SHALL BE DONE TO ENSURE WATER EFFICIENCY. REPAIR OF IRRIGATION EQUIPMENT SHALL BEDONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR APPROVED EQUIVALENTS.

FREQUENCY - QUARTERLY
TASK - CONTROLLER CABINET : OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY.CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY.

FREQUENCY - MONTHLY
TASK - IRRIGATION SCHEDULE: ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY.

FREQUENCY - QUARTERLY
TASK - POC: VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED.

FREQUENCY - QUARTERLY
TASK - REMOTE CONTROL VALVES : ISOLATION VALVES AND QUICK COUPLER VALVES: VISUALLY INSPECT FOR LEAKS, SETTLEMENTS, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR AS NEEDED.

FREQUENCY - QUARTERLY
TASK - MAINLINE AND LATERALS: VISUALLY INSPECT FOR LEAKS OR SETTLEMENTS OF TRENCH.

FREQUENCY - WEEKLY

TASK - FILTERS AND STRAINERS - VISUALLY CHECK FOR ANY BROKEN MALIGNED OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVERSPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED.

FREQUENCY - MONTHLY
TASK - FILTERS AND STRAINERS: VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS.

IRRIGATION MAINTENANCE SCHEDULE:

IRRIGATION

NOTES AND

CALCULATIONS
L0.1

IRRIGATION NOTES AND CALCULATIONS
L0.1
CGCG
MAL
IRRIGATION MAINTENANCE NOTES:

W
W
W
W W
W
W
W
W
W
W
W
W
UGE

UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE

UGE UGE
UGE UG
E
UGE
UGE
UGE
UGE
UGE
UGE
TEL

TEL TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE H

E OHE OHE
W
W
GAS
GAS
GAS
GAS
UGE
UGE
UGE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

REFERENCE CIVIL PLANS FOR BF

METER AND BACKFLOW LOCATION
DI
DI
DI
DI
DI
DI

PROPERTY LINE
MCV
M
1 6.22
1"
2 4
1"
24 3
1"
4 15.5
1"
33 5
1"

4.66 6
1"
7 26
1"
8 5
1"
9 11.2
112"

14.3 22
1"
21 23
1"
24 6
1"
25 5
1"
14 26
1"

25.7 27
1"
C
WS
CONTRACTOR TO PROVIDE 120V

POWER FROM BUILDING TO

CONTROLLER, AND MASTER
VALVE. CONFIRM FINAL LOCATION

OF CONTROLLER WITH OWNER OR

OWNER'S REPRESENTATIVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
HUNTER PROS-PRS30-06-CV-MSBNMULTI-STREAM BUBBLER, 6IN. POP-UP, FACTORY INSTALLED DRAIN CHECK VALVE, 25=.25GPM, 50=0.5GPM,
10=1.0GPM, 20=2.0GPM.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD XCZ-100-LC

WIDE FLOW DRIP CONTROL KIT, FOR LIGHT COMMERCIAL
USES. 1IN. PEB VALVE, WITH 1IN. PRESSURE REGULATING
40PSI BASKET FILTER. 0.3-20 GPM.

RAIN BIRD XCZ-150-LCSHIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIALDRIP ZONES. 1-1/2IN. PEB GLOBE VALVE WITH SINGLE 1-1/2IN. PRESSURE REGULATING 40PSI QUICK-CHECK
BASKET FILTER. FLOW RANGE: 15-62 GPM.

NO SYMBOL SHOWN NETAFIM TLFV-1 - AUTOMATIC FLUSH VALVE, WITH INSERT INLET - INSTALL AS NEEDED PER MANUF. REC'S.

NO SYMBOL SHOWN NETAFIM TLAVRV - AIR/VACUUM RELIEF VALVE, 1/2IN.

MALE PIPE THREAD. INSTALL AS NEEDED PER MANUF.RAIN BIRD OPERINDDRIP SYSTEM OPERATION INDICATOR, STEM RISES 6IN.

FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16IN. OF 1/4IN.

DISTRIBUTION TUBING WITH CONNECTION FITTINGPRE-INSTALLED.

AREA TO RECEIVE DRIPLINE
NETAFIM TLCV-06-18

TECHLINE PRESSURE COMPENSATING LANDSCAPE
DRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

RAIN BIRD PEB-IVM
1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/ FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATING
CAPABILITY, GLOBE CONFIGURATION.

RAIN BIRD 5-LRC
1IN. BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 1-PIECEBODY.LANDSCAPE PRODUCTS INC. CWV THREADED 1/2IN., 3/4IN., 1IN., 1-1/4IN., 1-1/2IN.,2IN. THREADED PLASTIC BALL VALVE. QUARTER-TURN SHUTOFF DESIGNED FOR

IRRIGATION, SPAS, POOLS AND OTHER GENERAL COLD
WATER APPLICATIONS. 125 PSI RATING. SAME SIZE AS
MAINLINE.BUCKNER-SUPERIOR 3100 1-1/2"NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDESDIRTY WATER PROTECTION. AVAILABLE IN 3/4IN., 1IN., 1-1/4IN., 1-1/2IN., 2IN., 2-1/2IN. AND 3IN..

APOLLO VALVES 36LF10801
PRESSURE REDUCING VALVE (LEAD FREE), SINGLE UNIONNPT CONNECTION, SIZE 2IN., 25-75 PSI PRESSURE RANGE,BRONZE C89836 BODYPRESSURE DOWNSTREAM REQUIRED IS 85.9 PSI FEBCO 825Y 1-1/2"
REDUCED PRESSURE BACKFLOW PREVENTERHUNTER PED-SS-A2C-75D-SS 75-STATION DECODER CONTROLLER IN AN OUTDOOR
STAINLESS STEEL PEDESTAL.