HomeMy WebLinkAbout3600_Susan_P0115434_2024-191809_RoughGrading - PlanNO:DATE:DESCRIPTION:
JOB NO:
DATE ISSUED:
DRAWN BY:
CHECK BY:
SHEET NO:
PROJECT TITLE
OWNER/ APPLICANT:
CONSULTANT:
PROFESSIONAL SEAL:
K:
\
P
R
O
J
E
C
T
S
\
5
0
3
.
0
2
7
L
A
K
E
C
E
N
T
E
R
I
N
D
U
S
T
R
I
A
L
C
O
M
P
L
E
X
\
C
A
D
\
S
H
E
E
T
S
\
B
U
I
L
D
I
N
G
1
R
O
U
G
H
G
R
A
D
E
\
C
-
1
.
1
T
I
T
L
E
S
H
E
E
T
A
N
D
G
E
N
E
R
A
L
N
O
T
E
S
.
D
W
G
10
/
9
/
2
0
2
4
4
:
2
7
:
1
5
P
M
SOUTH COAST
TECHNOLOGY
CENTER
a California general partnership
3315 Fairview Road
Costa Mesa, California 92626
C.J.Segerstrom & Sons
BUILDING #1
3600 S. Susan Street
Santa Ana, California
APN: 414-261-01
TITLE SHEET AND
GENERAL NOTES
503.027
KH
JB
10/07/2024
1.ALL GRADING SHALL COMPLY WITH THE LATEST CBC CHAPTERS 18 AND 33, AND APPENDIX J AND THE SANTA ANA MUNICIPAL CODE. A CITY GRADING PERMIT
IS REQUIRED FOR GRADING.
2.GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING INSPECTOR. A PRE-GRADING MEETING ON THE SITE IS REQUIRED BEFORE
STARTING OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTECHNICAL ENGINEER, GRADING
INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS
MEETING.
3.AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
4.THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL
CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW.
5.THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH
GRADING. THE COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH
TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR
EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE
FIELD TECHNICIAN.
6.CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE.
7.FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO
MINIMUM OF 95% RELATIVE DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED BY UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED
EQUIVALENT, AND FIELD DENSITY BY UNIFORM CODE STANDARD NO. 70-2 OR APPROVED EQUIVALENT.
8.THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET OR MORE WITHOUT THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA
DIVISION OF INDUSTRIAL SAFETY.
9.ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITY
PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTECHNICAL ENGINEER SHALL
SUBMIT A RECOMMENDED TREATMENT TO THE CITY ENGINEER FOR APPROVAL.
10.THE PERMITTEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER ACTIVE SITES AT LEAST TWICE DAILY.
11.THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE/GENERAL CONTRACTOR.
12.GRADING OPERATIONS, INCLUDING MAINTENANCE OF EQUIPMENT, WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE OF HUMAN OCCUPANCY SHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 8:00 P.M. AND 7:00 A.M. ON WEEKDAYS, INCLUDING SATURDAY, OR ANY TIME ON SUNDAY OR A FEDERAL HOLIDAY. (CITY
OF SANTA ANA MUNICIPAL CODE SECTION 18-314)
13.THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVATIONS, WHICH MAY
AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN
EXCAVATION COMMENCES. THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY TO
PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY LAW.
14.ALL EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL
BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
15.APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH
DAY’S WORK. PROPER EROSION CONTROL MEASURES MUST BE SHOWN ON THE PLANS.
16.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE
SITES.
DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION
PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE
POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR 117
AND 302.
POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES,
PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS,
AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLES/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT
OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER
LINE FLUSHINGS.
DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY
SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.
17.DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF
NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE RESPECTIVE STATE
REGIONAL WATER QUALITY CONTROL BOARD.
18.ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE
IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER. FAILURE
TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS THE STREETS ARE CLEANED.
19.ALL TRUCKS HAULING DIRT, SAND, OIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN A LEAST TWO FEET OF FREEBOARD IN
ACCORDANCE WITH THE REQUIREMENTS OF CVC SECTION 23114.
20.CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO PUBLIC PROPERTIES THAT ARE CAUSED BY THE WORK ON-SITE. REPAIR MUST BE
COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER.
21.MINIMUM ASPHALT PAVEMENT SECTIONS SHALL BE:
3”AC/6”AB - PARKING AISLES
4”AC/8”AB - DRIVES [COMMERCIAL]
4”AC/12”AB - DRIVES [INDUSTRIAL]
3” A.C. OVER 4” A.B. - PARKING STALLS [MULTI-FAMILY]
3” A.C. OVER 8” A.B. - DRIVE AISLES [MULTI-FAMILY]
22.EARTHWORK VOLUMES:
CUT 59,519 CUBIC YARDS
FILL 47,953 CUBIC YARDS
NET 11,566 CUBIC YARDS EXPORT
23.IF THE NET VOLUMES EXCEED 500 CUBIC YARDS, THE CONTRACTOR MUST SUBMIT A HAUL TRUCK ROUTE TO THE CITY FOR APPROVAL. HAUL ROUTE SHALL
INCLUDE THE LOCATION OF BORROW AND/OR DISPERSAL SITE, ALL STREETS INCLUDED IN THE ROUTE, THE PROPOSED STAGING AREA AND THE MAXIMUM
GROSS WEIGHT OF THE TRUCKS WHEN LOADED.
24.SUBMIT AN 8 1⁄2” X 11” HAUL ROUTE MAP OF APPROPRIATE SCALE WHICH INDICATES THE LOCATION OF THE PROJECT SITE, SHOWING STREETS AND
DIRECTION OF HAULING UP TO AND INCLUDING THE END OF THE ROUTE.
25.PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY I.D. NUMBER FROM
“UNDERGROUND SERVICE ALERT” (1-800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
26.SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, LIGHT POLES,
TRASH ENCLOSURES, ON-SITE PLUMBING AND ALL BUILDING STRUCTURES.
27.ALL FONTS ON PLANS SHOULD BE A MINIMUM OF 0.1”.
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECT’S STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND THE
RECOMMENDATIONS OF SOILS REPORT.
2.EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 40%.
3.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE
AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL
TIME.
4.CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION CONTROL PLANS ARE ALLOWABLE AS
REQUIRED AND APPROVED BY CITY.
5.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NONSTRUCTURAL BEST MANAGEMENT PRACTICES (BMPS) IN
CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER BMP HANDBOOKS.
6.AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE
PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED.
7.THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT TRESPASS ONTO AREAS WHERE
IMPOUNDED WATER CREATED A HAZARDOUS CONDITION.
ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF:
1.SPECIAL REQUIREMENTS OF THE PERMIT
2.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
3.CITY OF SANTA ANA CODE
4.CALIFORNIA ENERGY CODE
5.NATIONAL ELECTRIC CODE
6.NFPA STANDARD 13
7.NFPA STANDARD 24
8.ORANGE COUNTY FIRE DEPARTMENT
2022 CALIFORNIA BUILDING STANDARDS CODE (CBSC) AS OF JANUARY 2, 2023:
1.2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CBSC
2.2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CBSC
3.2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CBSC
4.2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CBSC
5.2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CBSC
6.2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 CBSC
7.2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CBSC
8.2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC), PART 11, TITLE 24 CBSC
9.2022 CALIFORNIA REFERENCED STANDARDS CODE (CRSC), PART 12, TITLE 24 CBSC
CODES AND STANDARDS
SHEET
SHEET INDEX
TITLE SHEET AND GENERAL NOTES C-1.1
EXISTING CONDITIONS PLAN C-2.1
ROUGH GRADING PLAN C-3.1
EROSION AND SEDIMENT CONTROL PLAN C-7.1
PROJECT INFORMATION
OWNER:C.J. SEGERSTROM & SONS, A CALIFORNIA GENERAL PARTNERSHIP
DESIGN ENGINEER:INCLEDON CONSULTING GROUP
MICHAEL INCLEDON, RCE 52390
1570 CORPORATE DRIVE, SUITE A
COSTA MESA, CA 92626
(657) 622-2158
SOILS ENGINEER:NMG GEOTECHNICAL, INC.
ZACHARY HAYGOOD, CEG 2726
KARLOS MARKOUIZOS, RCE 50312
17991 FITCH
IRVINE, CA 92614
(949) 442-2442
PROPERTY ADDRESS:3600 SOUTH SUSAN STREET
SANTA ANA, CA 92704
ASSESSORS ID NUMBER(S):414-261-01
FLOOD ZONE:ZONE X, REDUCED FLOOD RISK DUE TO LEVEE - FIRM # 06059C0258J
DRC #:DP NO. 2023-37R
LEGAL DESCRIPTION:
PARCEL 1, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 121, PAGES 14 AND 15, INCLUSIVE OF PARCEL MAPS, IN
THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
EXCEPTING THEREFROM ALL OIL, GAS AND MINERAL RIGHTS, BUT WITHOUT THE RIGHT OF ENTRY ON THE SURFACE OR WITHIN 500 FEET THEREOF, AS RESERVED BY C.
J. SEGERSTROM & SONS, A CALIFORNIA GENERAL PARTNERSHIP, IN THAT DEED RECORDED SEPTEMBER 30, 1980 IN BOOK 13766, PAGE 610 OF OFFICIAL RECORDS.
ALSO EXCEPTING THEREFROM THAT PORTION INCLUDED WITHIN TRACT NO. 11420, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER
MAP RECORDED IN BOOK 492, PAGES 6 THROUGH 9, INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
BENCHMARK:
BENCHMARK 1F-155-89 DESCRIBED BY ORANGE COUNTY PUBLIC WORKS DEPARTMENT AS FOLLOWS:
DESCRIBED BY OCS 2001 - FOUND 3 3 4". OCS ALUMINUM BENCHMARK DISK STAMPED "1F-155-89" SET IN A 3FT CONCRETE RETAINING WALL. MONUMENT IS LOCATED AT
THE SOUTHERLY ENTRANCE TO HARBOR CORPORATE PARK, 0.2 MILE NORTHERLY OF SUNFLOWER AVENUE ALONG THE EAST SIDE OF HARBOR BOULEVARD, 75 FT.
EASTERLY OF THE CENTERLINE OF HARBOR BOULEVARD AND 76 FT. NORTHERLY OF THE CORPORATE PARK ENTRANCE CENTERLINE. 28.1 FT. NORTHEASTERLY OF
STREET STANDARD "#2243107E". MONUMENT IS SET LEVEL WITH THE TOP OF RETAINING WALL.
ORANGE COUNTY PUBLISHED ELEVATION AT BENCHMARK 1F-155-89: 36.797 FEET [NAVD 1988]
BASIS OF BEARINGS
STATE PLANE COORDINATE VALUES WERE DEVELOPED FOR THE POINTS BASED UPON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 6 (SPC 0406 CA 6),
BASED UPON THE NORTH AMERICAN DATUM OF 1983 (NAD83), NSR2011, 2010.00 EPOCH. THE VALUES FOR THE POINTS NOTED HEREON USED DATA FROM THE
CALIFORNIA REAL TIME NETWORK (CRTN), BASE STATION FVPK.
PROJECT AREAS
TOTAL SITE AREA 5.58 ACRES
DISTURBED AREA 5.58 ACRES
EXISTING % PERVIOUS 100%
SOUTH COAST TECHNOLOGY
CENTER ROUGH GRADING PLANS
3600 SOUTH SUSAN STREET
SANTA ANA, CA 92704
N.T.S.
VICINITY MAP
SITE LOCATION
1.CONTRACTOR TO CLEAR PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLITION LIMIT LINE.
2.THE CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR CLEARING THE SITE IN PREPARATION FOR CONSTRUCTION.
3.PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS (INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS) SHALL BE
REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER.
4.THE ENGINEER OF RECORD ASSUMES NO LIABILITY FOR THE EXISTENCE AND LOCATIONS OF UNDERGROUND UTILITY LINES, STRUCTURES OR IRRIGATION LINES. INFORMATION SHOWN IS BASED
ON BEST AVAILABLE RECORD INFORMATION IN COORDINATION WITH SURFACE FEATURES. THE CONTRACTOR IS TO MAKE AN ON-SITE INSPECTION AND NOTIFY ALL UTILITY AND IRRIGATION
COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATION OF ANY AND ALL UNDERGROUND FACILITIES.
5.REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION, AND DISPOSAL OF SAID
MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK.
8.THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL
INFORMATION ONLY.
9.DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND.
10.ANY WALLS, FENCES, STRUCTURES AND/OR APPURTENANCES ADJACENT TO THIS PROJECT SHALL BE PROTECTED IN PLACE. IF GRADING OPERATIONS DAMAGE OR ADVERSELY AFFECT SAID
ITEMS IN ANY WAY, THE CONTRACTOR/ DEVELOPER IS RESPONSIBLE FOR WORKING OUT AN ACCEPTABLE SOLUTION TO THE SATISFACTION OF THE AFFECTED PROPERTY OWNER(S).
11.CONTRACTOR TO COORDINATE WET AND DRY UTILITIES PRIOR TO PLACEMENT.
12.CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS OF ALL UTILITIES ENCOUNTERED DURING DEMOLITION, AND RECORD THE LOCATIONS OF ALL CAPPED UTILITIES.
13.MAINTAIN A RECORD OF LOCATION OF UTILITY LOCATIONS ON THE AS-BUILT PLAN. INFORM THE SURVEYOR TO LOCATE AND RECORD ACTUAL LOCATIONS.
14.ALL ITEMS OUTSIDE THE LIMIT OF WORK ARE TO BE PROTECTED IN PLACE.
15.COORDINATE SALVAGE OF REMOVAL ITEMS/EQUIPMENT WITH THE OWNER.
16.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS.
17.DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION AND COURSE OF CONSTRUCTION.
18.DEMOLITION IS LIMITED TO WITHIN DEMOLITION LIMIT LINE UNLESS NOTED OTHERWISE.
19.ALL DEMOLITION SHALL COMPLY WITH CHAPTER 34 OF THE CBC AND ARTICLE 87 OF THE CFC.
20.CONTRACTOR TO FENCE SITE AS REQUIRED.
ABBREVIATIONS
AC/ASPH ASPHALTIC CONCRETE
BL/BLDG BUILDING
CB CATCH BASIN
CF CURB FACE OR CUBIC FEET
COM COMMUNICATIONS
CONC CONCRETE
CO CLEANOUT
DR DRIVE
DWV DOMESTIC WATER VALVE
DWG DRAWING
E ELECTRIC OR EASTING OR EAST
EC EDGE OF CONCRETE
EL ELECTRIC
EP EDGE OF PAVEMENT
EPB ELECTRICAL PULLBOX
EXIST EXISTING
FG FINISH GRADE
FH FIRE HYDRANT
FL FLOW LINE
FS FINISH SURFACE
FW FIRE WATER
FWV FIRE PROTECTION WATER VALVE
G GAS
GB GRADE BREAK
ICV IRRIGATION CONTROL VALVE
MH MANHOLE
NG NATURAL GRADE
NTS NOT TO SCALE
PA PLANTING AREA
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
R RIDGE
RCP REINFORCED CONCRETE PIPE
RW RECLAIMED WATER
RWV RECLAIMED WATER VALVE
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SF SQUARE FEET
SS SANITARY SEWER
SSCO SANITARY SEWER CLEANOUT
SSMH SANITARY SEWER MANHOLE
STD STANDARD
TB TOP OF BERM
TOE TOE OF SLOPE
TG TOP OF GRATE
TYP TYPICAL
UG UNDER GROUND
UNK UNKNOWN
VA VALVE
VLT VAULT
WV WATER VALVE
1.ALL GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE PROJECT SPECIFICATIONS. PROJECT SPECIFICATIONS
SHALL BE THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
2.THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS.
3.PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN CONDITIONS FOR GRADING, DRAINAGE AND UNDERGROUND FACILITIES, INCLUDING THE LOCATION AND
ELEVATION OF ALL SURFACE JOIN CONDITIONS, AND INCLUDING LOCATION AND ELEVATION OF EXISTING UNDERGROUND FACILITIES AT CROSSINGS WITH PROPOSED UNDERGROUND FACILITIES.
IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE
BEEN EVALUATED.
4.ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND
SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO START OF
CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY
THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT/ENGINEER.
5.THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN
WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
6.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR
WORK.
7.THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. NO
REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR WILL VERIFY LOCATIONS.
8.STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN CONTOUR LINES AND SPOT ELEVATIONS UNLESS OTHERWISE SHOWN ON THE PLANS.
9.THE CONTRACTOR SHALL OBTAIN AN O.S.H.A. PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH ARE FIVE
FEET OR DEEPER.
10.A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER SHALL PERFORM CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THESE PLANS.
11.THE CONTRACTOR SHALL REPLACE ALL EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION TO MATCH EXISTING, INCLUDING PERMANENT TRENCH RESURFACING.
12.PRIOR TO EXCAVATION CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT (800-422-4133) FOR PUBLIC UTILITIES.
13.ALL DIMENSIONS ARE IN FEET OR DECIMALS THEREOF.
14.CONTRACTOR TO BE AWARE OF ALL OVERHEAD LINES AT ALL TIMES, SO AS NOT TO DISTURB THEM.
15.CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FROM THE CITY OF SANTA ANA.
16.STORM DRAINAGE SYSTEMS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FINAL SITE CONDITION AT COMPLETION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING ADEQUATE DRAINAGE OF THE SITE, DURING INTERIM CONDITIONS OF CONSTRUCTION.
17.CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INCLUDING NPDES, FROM THE APPROPRIATE JURISDICTIONAL AGENCIES FOR THE DISCHARGE OF STORM WATER RUNOFF AND
GROUNDWATER THAT MAY BE NECESSARY TO ACCOMPLISH THE EXCAVATIONS AND CONSTRUCTION WORK SHOWN ON THESE PLANS.
18.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (THE GREENBOOK), CURRENT EDITION, ALL
SUPPLEMENTS THERETO, AND THE CITY OF SANTA ANA STANDARDS AS REQUIRED.
19.THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING PLAN. THE PLAN SHALL BE REVIEWED BY THE OWNER PRIOR TO CONSTRUCTION.
20.CONSTRUCTION OF THE PROJECT WILL REQUIRE THE CONTRACTOR TO COORDINATE WITH THE OWNER AND MAINTAIN TRAFFIC IN THE AREAS OF CONSTRUCTION. CONTRACTOR WILL MAINTAIN
ACCESS TO ADJOINING BUILDINGS AND DRIVEWAYS AT ALL TIMES. PROVIDE TEMPORARY DRIVEWAYS AND TRAFFIC-RATED PLATES OVER OPEN TRENCHES. CONTRACTOR SHALL LIMIT THE
AMOUNT OF OPEN TRENCH SO THAT TRAFFIC CAN BE MAINTAINED. CONFORM TO THE GENERAL CONDITIONS. IF REQUIRED, CONTRACTOR SHALL IMPORT FILL MATERIAL FROM OFF-SITE.
GENERAL CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROL PERMITS AND COORDINATE PHASING OF OPERATIONS WITH THE PROJECT TEAM.
21.IF ANY UNFORESEEN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER AND/OR
OWNER'S REPRESENTATIVE BEFORE PROCEEDING FURTHER.
22.CONTRACTOR SHALL REPLACE ANY SURFACE OR SUBSURFACE IMPROVEMENTS DAMAGED OR REMOVED DUE TO CONSTRUCTION AND IS REQUIRED TO REPLACE THEM TO THEIR ORIGINAL
CONDITION.
23.CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING FIRE LANES AT ALL TIMES. COORDINATE WITH FIRE AUTHORITY.
24.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSPECTIONS PRIOR TO POURING ANY CONCRETE.
25.CONTRACTOR IS RESPONSIBLE FOR EROSION, DUST, MUD, SILT, DEBRIS, AND TEMPORARY DRAINAGE CONTROL DURING GRADING OPERATIONS.
26.THE TERM "INSPECTION" OR "INSPECT" AS USED IN THESE CONTRACT DOCUMENTS SHALL BE TAKEN TO MEAN "OBSERVE" OR "OBSERVATION". THE ENGINEER IS NOT RESPONSIBLE FOR THE
CONTRACTOR'S CONSTRUCTION METHODS.
27.SUBMIT LAYOUT DRAWINGS FOR ALL MATERIALS PRIOR TO ANY MATERIAL PURCHASE OR INSTALLATION. SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
UTILITY PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED
(PIPE, FITTINGS, VALVES, CLEANOUTS, INLETS, DEVICES, ETC)
PAVEMENT PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED
(JOB MIX DESIGNS, PAVING PRODUCTS, ADMIXTURES, CURING MATERIALS, JOINT SEALANTS, ETC)
28.REMOVE INTERFERING PORTIONS OF EXISTING ABANDONED UTILITIES AS REQUIRED TO CONSTRUCT PROJECT. VERIFY ABANDONED STATUS PRIOR TO REMOVAL. CONTRACTOR IS RESPONSIBLE
FOR DOCUMENTING FINAL CONDITIONS IN AS-BUILT DRAWINGS. GENERAL CONTRACTOR TO PROVIDE NEW MONUMENTS IN THE EVENT EXISTING MONUMENTS ARE DISTURBED OR RELOCATED.
CIVIL DEMOLITION NOTES
NOTES TO CONTRACTORGENERAL GRADING NOTES
EROSION AND SEDIMENT CONTROL GENERAL NOTES
I HAVE REVIEWED AND APPROVE THIS GRADING PLAN. IT COMPLIES WITH ALL OF THE REQUIREMENTS
AND RECOMMENDATIONS PER GEOTECHNICAL REPORT DATED 4/18/2024.
______________________________________________________________________________
SOILS ENGINEER SIGNATURE DATE
SOILS ENGINEER CERTIFICATION
CORROSION ENGINEER:PROJECT X
EDUARDO HERNANDEZ, P.E.
29990 TECHNOLOGY DRIVE, SUITE 13
MURRIETA, CA 92563
(213) 928-7213
C-1.1
SHEET 1 OF 4
10/14/2024
Behrooz Sarlak 10/29/2024
~DIRT/VEGETATION~
~DIRT~
~DIRT~
~DIRT~
~DIRT~
~DIRT~
~DIRT~
~FG~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~~AC~
~AC~~AC~
~AC~
~S
W
~
~S
W
~
~S
W
~
~S
W
~
~S
W
~
~S
W
~
~S
W
~
~S
W
~
~S
W
~
~S
W
~
~SW~~SW~
~SW~
LAKE CENTER DR
(PUBLIC)
SU
S
A
N
S
T
(
P
U
B
L
I
C
)
SU
S
A
N
S
T
(
P
U
B
L
I
C
)
40
40
40
40
39
38
37
36
39
39
39
38
38
38
37
36
37
3736
35
35
35
34
34
343536
35
34
35
35
34
34
34
34
~DIRT/VEGETATION~
~DIRT/VEGETATION~
~DIRT/VEGETATION~~DIRT/VEGETATION~
SHADED STORAGE SPACE
AND CMU ENCLOSURE
7.2' TO 9.5' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ OVERGROWN
SHRUBS ~6' TALL
SSMH
34.37 RIM
24.31 INV
WV
34.41 RIM
WV
34.23 RIM
WV
34.44 RIM
WV
34.64 RIM
WV
35.00 RIMWV (2)
34.96 RIM
SSMH
35.62 RIM SSMH
35.17 RIM
SSMH
33.79 RIM
SSMH
33.47 RIM
22.13 INV
WV
33.38 RIM
IRR WV
34.88 RIM
IRR WV
34.63 RIM
CULVERT
33.90 TC
33.21 FL
WV
33
.
5
3
R
I
M
TELE MH
34.32 RIM
ELMH
34.34 RIM
SSMH
34.81 RIM
SDMH
35.39 RIM
~29.66 INV IN E
~29.64 INV OUT W
WV
35.75 RIM
WM WM WM
BOL (2)
SIGN
EL PB
EL RISER
EL RISER
SIGN
SIGN
LP
EL RISER
TELE
VLT
LP
FH
EL RISER
LP
SDMH
33.71 RIM
CATCHBASIN
33.21 FL
~29.08 INV PIPE IN E
PARALLEL
CURB RAMP
CURB
RAMP
CURB
RAMP
35.62 TC
35.48 EG
35.37FL
35.36 TC
35.03 EG
34.66 FL
35.27 TC
34.87 EG
34.57 FL
34.75 TC
34.41 EG
34.04 FL
33.75
FL
32.22 FL
32.98 FL
34.65 TC
34.25 EG
33.96 FL34.10 TC
33.89 EG
33.43 FL
34.35 TC
33.93 EG
33.66 FL
33.99 TC
33.55 EG
33.29 FL
33.94 TC
33.53 EG
33.25 FL
33.68 TC
33.36 EG
32.97 FL
33.85 TC
33.37 EG
33.16 FL
33.57 TC
33.20 EG
32.90 FL
34.50 TB
34.00 FS 36.50 TC/TB
36.00 FS
35.59 EC 35.47 EC 35.23 EC
34.36 EC
34.11 EC
33.89 EC
34.32 EC
34.63 EC
34.03 EC
33.89 EC
FH
SIGN
BOL
33.76 TC
33.34 EG
33.05 FL
~AC~
60'
30'
8'
60'
30'
60'
30'
60
'
30
'
8'
60'
30'
8'
22'
24
'
22'
22'
22'
5.5' WIDE
SIDEWALK
5.4' WIDE
SIDEWALK
5.6' WIDE
SIDEWALK
5.3' WIDE
SIDEWALK
5.4' WIDE
SIDEWALK
5.5' WIDE
SIDEWALK
5.3' WIDE
SIDEWALK
7.1' WIDE
SIDEWALK
5.4' WIDE
SIDEWALK
5.6' WIDE
SIDEWALK
5.4' WIDE
SIDEWALK 5.3' WIDE
SIDEWALK
N 88°43'35" E 475.07'
N
0
1
°
1
9
'
4
5
"
W
4
5
4
.
6
4
'
N 88°40'15" E 483.05'
N
0
1
°
1
9
'
4
5
"
W
4
8
6
.
9
6
'
Δ=89°56'40"
R=25.00'
L=39.24'
Δ=43°56'16"
R=24.50'
L=18.79'
PUBLIC UTILITY EASEMENT REC.
2008-000207324
~AC~
35.57 FS
35.86 FS
CL
CL
CL
12
+
0
0
11
+
0
0
10
+
0
0
9+
0
0
8+
0
0
23+00 24+00 25+00 26+00 27+00 28+00
7.88'
8.04'
SIGN (2)
TRACT 11420
M.M. 492/6-9
GUTTER CONTINUES EAST
C.
J
.
S
E
G
E
R
S
T
R
O
M
&
S
O
N
S
SO
U
T
H
E
R
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
E
A
S
E
M
E
N
T
RIBBON GUTTER
TYP.CURB AND GUTTER
TYP.
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)
(8'' ACP W)(8'' ACP W)(8'' ACP W)(8'' ACP W)(8'' ACP W)(8'' ACP W)(8'' ACP W)(8'' ACP W)(8'' ACP W)
(1
2
'
'
A
C
P
W
)
(1
2
'
'
A
C
P
W
)
(1
2
'
'
A
C
P
W
)
(1
2
'
'
A
C
P
W
)
(1
2
'
'
A
C
P
W
)
(1
2
'
'
A
C
P
W
)
(1
2
'
'
A
C
P
W
)
(1
2
'
'
A
C
P
W
)
(1
2
'
'
A
C
P
W
)
(1
2
'
'
A
C
P
W
)
(1
2
'
'
A
C
P
W
)
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
TE
L
TE
L
TE
L
TE
L
TE
L
TE
L
TE
L
TE
L
TE
L
TE
L
TE
L
TE
L
TE
L
E
(18'' RCP SD)(18'' RCP SD)(18'' RCP SD)
(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)
(10'' A
C
P
W
)
(10'' ACP W)(10'' ACP W)(10'' ACP W)(10'' ACP W)(10'' ACP W)
(1
0
'
'
A
C
P
W
)
E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E
E
E
E
TEL
E
E
E E
4" SS VCP4" SS VCP4" SS VCP
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
E
NO:DATE:DESCRIPTION:
JOB NO:
DATE ISSUED:
DRAWN BY:
CHECK BY:
SHEET NO:
PROJECT TITLE
OWNER/ APPLICANT:
CONSULTANT:
PROFESSIONAL SEAL:
K:
\
P
R
O
J
E
C
T
S
\
5
0
3
.
0
2
7
L
A
K
E
C
E
N
T
E
R
I
N
D
U
S
T
R
I
A
L
C
O
M
P
L
E
X
\
C
A
D
\
S
H
E
E
T
S
\
B
U
I
L
D
I
N
G
1
R
O
U
G
H
G
R
A
D
E
\
C
-
2
.
1
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
.
D
W
G
10
/
9
/
2
0
2
4
4
:
2
7
:
1
8
P
M
SOUTH COAST
TECHNOLOGY
CENTER
a California general partnership
3315 Fairview Road
Costa Mesa, California 92626
C.J.Segerstrom & Sons
BUILDING #1
3600 S. Susan Street
Santa Ana, California
APN: 414-261-01
BENCHMARK
BENCHMARK 1F-155-89 DESCRIBED BY ORANGE COUNTY PUBLIC WORKS DEPARTMENT AS
FOLLOWS:
DESCRIBED BY OCS 2001 - FOUND 3 3 4". OCS ALUMINUM BENCHMARK DISK STAMPED
"1F-155-89" SET IN A 3FT CONCRETE RETAINING WALL. MONUMENT IS LOCATED AT THE
SOUTHERLY ENTRANCE TO HARBOR CORPORATE PARK, 0.2 MILE NORTHERLY OF
SUNFLOWER AVENUE ALONG THE EAST SIDE OF HARBOR BOULEVARD, 75 FT. EASTERLY OF
THE CENTERLINE OF HARBOR BOULEVARD AND 76 FT. NORTHERLY OF HTE CORPORATE
PARK ENTRANCE CENTERLINE. 28.1 FT. NORTHEASTERLY OF STREET STANDARD
"#2243107E". MONUMENT IS SET LEVEL WITH THE TOP OF RETAINING WALL.
ORANGE COUNTY PUBLISHED ELEVATION AT BENCHMARK 1F-155-89: 36.797 FEET [NAVD
1988]
DATE OF SURVEY
MAY AND JUNE, 2023, AND FEBRUARY, 2024
BASIS OF BEARINGS
STATE PLANE COORDINATE VALUES WERE DEVELOPED FOR THE POINTS BASED UPON THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 6 (SPC 0406 CA 6), BASED UPON THE
NORTH AMERICAN DATUM OF 1983 (NAD83), NSR2011, 2010.00 EPOCH. THE VALUES FOR THE
POINTS NOTED HEREON USED DATA FROM THE CALIFORNIA REAL TIME NETWORK (CRTN),
BASE STATION FVPK.
SURVEYOR'S NOTES
UTILITIES
UNDERGROUND UTILITY SURFACE FEATURES AND SOME UNDERGROUND UTILITIES ARE
SHOWN. HOWEVER, LACKING EXCAVATION AND SOURCE INFORMATION, THE EXACT
LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND
RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS
REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. SHOWN
UNDERGROUND UTILITIES WERE APPROXIMATELY DRAWN PER THE ALTA SURVEY
DOCUMENT OF THE LAKE CENTER OFFICE PARK, DATED SEPTEMBER 12, 2002.
ADDITIONAL NOTES:
DUE TO HEAVY SHRUBBERY AND DENSE FOLIAGE, TOPOGRAPHIC INFORMATION WITHIN
PLANTING SPACES ARE LIMITED.
DASHED CONTOURS REPRESENT APPROXIMATIONS FOR GROUND SURFACING.
LEGEND
EXISTING PROPERTY LINE
EXISTING CENTER LINE
EXISTING EASEMENT
APPROXIMATE EXISTING SURFACE CONTOUR
EXISTING SURFACE CONTOUR
35
3539
39
UTILITY LEGEND
EXISTING ELECTRICAL LINE
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING TELECOMMUNICATION LINE
EXISTING WATER LINE
EXISTING 12" RECLAIMED TRANSMISSION LINE
E
GAS
(X"VCP SS)
(X"RCP SD)
TEL
(X"ACP W)
RW
503.027
KH
JB
10/07/2024
1" = 20'
2001020 C-2.1
SHEET 2 OF 4
EXISTING
CONDITIONS
PLAN
10/14/2024
Behrooz Sarlak 10/29/2024
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(1
2
'
'
V
C
P
S
S
)
(8'' VCP SS)
(8'' VCP SS)
(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
(18'' RCP SD)(18'' RCP SD)(18'' RCP SD)
(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)(8'' VCP SS)
(10'' A
C
P
W
)
(10'' ACP W)(10'' ACP W)(10'' ACP W)(10'' ACP W)(10'' ACP W)
(1
0
'
'
A
C
P
W
)
E E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E
E
E
E
TEL
E
E
E
4" SS VCP4" SS VCP4" SS VCP
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
600035.624sd-fnc
600135.593sd-fnc
6002
35.556sd-fnc
600335.562sd-fnc
600435.562sd-fnc
6005
35.658104
600635.673104
600735.671104
600835.667104
600935.665
104
601034.759
103
601134.766103
601234.773103
601334.774
103
601434.759103
601534.760103
601634.761103
601734.760103 601834.760103
601934.761103
602033.739102602133.741102
602233.732102602333.739102
602433.729102
6025
34.997mh-cen
602634.984mh-cen
6027
35.001mh-cen602834.991mh-cen
602934.990mh-cen
603035.416sd-ap
603135.418sd-ap
6032
35.429sd-ap
6033
35.435sd-ap
6034
35.423sd-ap
E
~DIRT/VEGETATION~
~DIRT~
~DIRT~
~DIRT~
~DIRT~
~DIRT~
~DIRT~
~FG~
~AC~
~AC~
~AC~~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~
~AC~~AC~
~AC~~AC~
~AC~
~S
W
~
~S
W
~
~S
W
~
~S
W
~
~S
W
~
~SW~~SW~
~SW~
40
40
40
40
39
38
37
36
39
39
39
38
38
38
37
36
37
3736
35
35
34
34
343536
35
34
35
35
34
34
~DIRT/VEGETATION~
~DIRT/VEGETATION~
~DIRT/VEGETATION~~DIRT/VEGETATION~
SHADED STORAGE SPACE
AND CMU ENCLOSURE
7.2' TO 9.5' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ OVERGROWN
SHRUBS ~6' TALL
34.41 RIM34.64 RIM34.96 RIM
SSMH
35.62 RIM SSMH
35.17 RIM
SSMH
33.79 RIM
SSMH
33.47 RIM
22.13 INV
WV
33.38 RIM
CULVERT
TELE MH
34.32 RIM
ELMH
34.34 RIM
SSMH
34.81 RIM
SDMH
35.39 RIM
~29.66 INV IN E
~29.64 INV OUT W
WV
35.75 RIM
BOL (2)
EL RISER
EL RISER
SIGN
SIGN
LP
EL RISER
SIGN
EL RISER
SDMH
33.71 RIM
CATCHBASIN
33.21 FL
~29.08 INV PIPE IN E
PARALLEL
CURB RAMP
CURB
RAMP
35.62 TC
35.48 EG
35.37FL
35.36 TC
35.03 EG
34.66 FL
35.27 TC
34.87 EG
34.57 FL
34.75 TC
34.41 EG
34.04 FL
33.75
FL
32.22 FL
32.98 FL
34.10 TC
33.89 EG
33.43 FL
34.35 TC
33.93 EG
33.66 FL
33.99 TC
33.55 EG
33.29 FL
33.68 TC
33.36 EG
32.97 FL
33.57 TC
33.20 EG
32.90 FL
33.17 TC/FS
34.50 TB
34.00 FS 36.50 TC/TB
36.00 FS
35.59 EC 35.47 EC 35.23 EC
34.36 EC
34.11 EC
33.89 EC
FH
SIGN
BOL
33.76 TC
33.34 EG
33.05 FL
60'
30'
8'
60'
60'
60
'
30
'
8'
60'
30'
8'
22'
5.5' WIDE
SIDEWALK
5.4' WIDE
SIDEWALK
5.6' WIDE
SIDEWALK 5.4' WIDE
SIDEWALK
5.5' WIDE
SIDEWALK
SIDEWALK
7.1' WIDE
SIDEWALK
5.4' WIDE
SIDEWALK
5.6' WIDE
SIDEWALK
5.4' WIDE
SIDEWALK 5.3' WIDE
SIDEWALK
N 88°43'35" E 475.07'
N
0
1
°
1
9
'
4
5
"
W
4
5
4
.
6
4
'
N 88°40'15" E 483.05'
N
0
1
°
1
9
'
4
5
"
W
4
8
6
.
9
6
'
Δ=89°56'40"
R=25.00'
L=39.24'
Δ=43°56'16"
R=24.50'
L=18.79'
PUBLIC UTILITY EASEMENT REC.
2008-000207324
TRAIN X-ING
FEAT
~AC~
~DIRT~
36
35.57 FS
35.86 FS
36.18 EC
CL
CL
12
+
0
0
11
+
0
0
10
+
0
0
9+
0
0
8+
0
0
23+00 24+00 25+00 26+00 27+00
SIGN (2)GUTTER CONTINUES EAST
RIBBON GUTTER
TYP.CURB AND GUTTER
TYP.
BUILDING 1
37.25 FF
36.58 PAD
SU
S
A
N
S
T
(
P
U
B
L
I
C
)
LAKE CENTER DR
(PUBLIC)
13
13
13
13
13
12
12
12
12
14
14
14
14
14
14 14 14 14
14
14
14
14
14
14
1414
PL
PL
PL
PL
PL
PLPL
PL
PL
PL
PL
PL PL
PL PL
13
13
13
13
13
1313
13
13 13 13TRACT 11420
M.M. 492/6-9
C.
J
.
S
E
G
E
R
S
T
R
O
M
&
S
O
N
S
SO
U
T
H
E
R
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
E
A
S
E
M
E
N
T
PL
N 88°43'35" E 475.07'
N 88°40'15" E 483.05'
N
0
1
°
1
9
'
4
5
"
W
4
8
6
.
9
6
'
Δ=89°56'40"
R=25.00'
L=39.24'
Δ=43°56'16"
R=24.50'
L=18.79'
N
0
1
°
1
9
'
4
5
"
W
4
5
4
.
6
4
'
23+00 24+00 25+00 26+00 27+00
12
+
0
0
11
+
0
0
10
+
0
0
9+
0
0
8+
0
0
SUSAN ST. STATION 12+89.00.
LAKE CENTER DRIVE STATION 27+93.13
CL
CL
CL
CL CL CL
21
.
8
5
'
30
'
22'
30'
36 36 36
36
36
36
36
36
36
36
35
36
36
36
35
35
35
34
15 15
15
15
15
15
15
15
15
36
35
35
35
(34.04)FG 11 11 11 11 35.40 FG35.74 FG 35.39 TG
34.39 FL/INV
8
(29.74)INV 7
10
0.7%0.7%0.5%0.5%2.7%
0.5
%
0.
5
%
0.
5
%
0.5
%
36
35
35
7 CONNECT PROPOSED STORM DRAIN PIPE TO
EXISTING 18" RCP LINE. CONTRACTOR TO VERIFY
INVERT PRIOR TO THE START OF CONSTRUCTION.
8 INSTALL 18" HDPE STORM DRAIN PIPE. PIPE SLOPE TO
BE 2% MINIMUM.
9 NOT USED.
10 CONSTRUCT SEDIMENT BASIN PER DETAIL 1,
HEREON.
11 CONSTRUCT DIRT SWALE. SIDE SLOPES 3:1 MAX.
FLOWLINE SLOPE 0.5% MIN.
12 REGRADE EXISTING NATIVE TO MATCH PROPOSED
CREST OF BMP AND JOIN EXISTING WHERE SHOWN.
13 LIMIT OF GRADING.
14 LIMITS OF REMEDIAL REMOVAL. ALL STOCKPILE SOIL
AND UNDOCUMENTED FILLS, INCLUDING IN-FILLED
DRAINAGE DITCHES OR TRENCHES, WITHIN REMEDIAL
REMOVAL LIMITS SHALL BE ENTIRELY REMOVED AND
RECOMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT.
15 LIMIT OF BUILDING PAD.
CONSTRUCTION NOTES
NO:DATE:DESCRIPTION:
JOB NO:
DATE ISSUED:
DRAWN BY:
CHECK BY:
SHEET NO:
PROJECT TITLE
OWNER/ APPLICANT:
CONSULTANT:
PROFESSIONAL SEAL:
K:
\
P
R
O
J
E
C
T
S
\
5
0
3
.
0
2
7
L
A
K
E
C
E
N
T
E
R
I
N
D
U
S
T
R
I
A
L
C
O
M
P
L
E
X
\
C
A
D
\
S
H
E
E
T
S
\
B
U
I
L
D
I
N
G
1
R
O
U
G
H
G
R
A
D
E
\
C
-
3
.
1
G
R
A
D
I
N
G
P
L
A
N
.
D
W
G
10
/
9
/
2
0
2
4
4
:
3
1
:
4
1
P
M
SOUTH COAST
TECHNOLOGY
CENTER
a California general partnership
3315 Fairview Road
Costa Mesa, California 92626
C.J.Segerstrom & Sons
BUILDING #1
3600 S. Susan Street
Santa Ana, California
APN: 414-261-01
1" = 20'
2001020
503.027
KH
JB
10/07/2024
ROUGH GRADING
PLAN
C-3.1
SHEET 3 OF 4
N.T.S.
DETAIL
SEE GRATE ASSEMBLY
GRATE ASSEMBLY DETAIL
1/2" X 2" STEEL STRAP WITH
3/8" BOLT
#4 REBAR
WELDED TYP.
3 MAX
1
6"
2' MIN.8" MIN TO 12" MAX.
6"
A
A
18" Ø CMP RISER INLET. PERFORATIONS:
1/2" X 12" (MAX.) SLOT OR 1/2" TO 1-1/2" DIA.
HOLES, 10"-12" ON CTR. AND STAGGERED
N.T.S.BASIN RISER DETAIL1
10/14/2024
Behrooz Sarlak 10/29/2024
SHADED STORAGE SPACE
AND CMU ENCLOSURE
7.2' TO 9.5' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ GREEN PRIVACY
SCREEN ~6' TALL
CHAIN-LINK FENCE
W/ OVERGROWN
SHRUBS ~6' TALL
SSMH
34.37 RIM
24.31 INV
34.41 RIM34.64 RIM34.96 RIM
SSMH
35.62 RIM SSMH
35.17 RIM
SSMH
33.79 RIM
SSMH
33.47 RIM
22.13 INV
WV
33.38 RIM
CULVERT
33.90 TC
33.21 FL
TELE MH
34.32 RIM
ELMH
34.34 RIM
SSMH
34.81 RIM
SDMH
35.39 RIM
~29.66 INV IN E
~29.64 INV OUT W
WV
35.75 RIM
BOL (2)
EL RISER
EL RISER
SIGN
SIGN
LP
EL RISER
SIGN
TELE
VLT
EL RISER
SDMH
33.71 RIM
CATCHBASIN
33.21 FL
~29.08 INV PIPE IN E
PARALLEL
CURB RAMP
CURB
RAMP
35.62 TC
35.48 EG
35.37FL
35.36 TC
35.03 EG
34.66 FL
35.27 TC
34.87 EG
34.57 FL
34.75 TC
34.41 EG
34.04 FL
33.75
FL
32.22 FL
32.98 FL
34.65 TC
34.25 EG
33.96 FL34.10 TC
33.89 EG
33.43 FL
34.35 TC
33.93 EG
33.66 FL
33.99 TC
33.55 EG
33.29 FL
33.94 TC
33.53 EG
33.25 FL
33.68 TC
33.36 EG
32.97 FL
33.85 TC
33.37 EG
33.16 FL
33.57 TC
33.20 EG
32.90 FL
33.50 TC
33.17 TC/FS
34.50 TB
34.00 FS 36.50 TC/TB
36.00 FS
35.59 EC 35.47 EC 35.23 EC
34.36 EC
34.11 EC
33.89 EC
34.32 EC
34.63 EC
34.03 EC
33.89 EC
FH
SIGN
BOL
33.76 TC
33.34 EG
33.05 FL
5.5' WIDE
SIDEWALK
5.4' WIDE
SIDEWALK
5.6' WIDE
SIDEWALK
5.3' WIDE
SIDEWALK
5.4' WIDE
SIDEWALK
5.5' WIDE
SIDEWALK
5.3' WIDE
SIDEWALK
7.1' WIDE
SIDEWALK
5.4' WIDE
SIDEWALK
5.6' WIDE
SIDEWALK
5.4' WIDE
SIDEWALK 5.3' WIDE
SIDEWALK
Δ=89°56'40"
R=25.00'
L=39.24'
Δ=43°56'16"
R=24.50'
L=18.79'
PUBLIC UTILITY EASEMENT REC.
2008-000207324
35.57 FS
35.86 FS
SIGN (2)GUTTER CONTINUES EAST
RIBBON GUTTER
TYP.CURB AND GUTTER
TYP.
6
2
35
1 1
1
1
1
11
1
1
1
6
7 7
7
7
7
8
8
8
8
8
8
8
4
100'
BUILDING 1
37.25 FF
36.58 PAD
10
0
'
23+00 24+00 25+00 26+00 27+00
12
+
0
0
11
+
0
0
10
+
0
0
9+
0
0
8+
0
0
77
8
8
8
8
9
9 9
9
9
9
9
9
10
8
NO:DATE:DESCRIPTION:
JOB NO:
DATE ISSUED:
DRAWN BY:
CHECK BY:
SHEET NO:
PROJECT TITLE
OWNER/ APPLICANT:
CONSULTANT:
PROFESSIONAL SEAL:
K:
\
P
R
O
J
E
C
T
S
\
5
0
3
.
0
2
7
L
A
K
E
C
E
N
T
E
R
I
N
D
U
S
T
R
I
A
L
C
O
M
P
L
E
X
\
C
A
D
\
S
H
E
E
T
S
\
B
U
I
L
D
I
N
G
1
R
O
U
G
H
G
R
A
D
E
\
C
-
7
.
1
E
R
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
.
D
W
G
10
/
9
/
2
0
2
4
4
:
2
7
:
2
5
P
M
SOUTH COAST
TECHNOLOGY
CENTER
a California general partnership
3315 Fairview Road
Costa Mesa, California 92626
C.J.Segerstrom & Sons
BUILDING #1
3600 S. Susan Street
Santa Ana, California
APN: 414-261-01
1" = 20'
2001020
503.027
KH
JB
10/07/2024
EROSION AND
SEDIMENT CONTROL
PLAN
C-7.1
PERIMETER CONTROL (SILT FENCE, FIBER ROLL,
SANDBAG BARRIER AND/OR GRAVEL BAG BERM)
SANITARY FACILITIES
CONSTRUCTION DUMPSTER
LEGEND
1 FURNISH AND INSTALL PERIMETER CONTROL SILT FENCE (CASQA BMP SE-1), FIBER ROLL (CASQA BMP SE-5),
GRAVEL BAG BERM (CASQA BMP SE-6), AND/OR SANDBAG BARRIER (CASQA BMP SE-8) AS APPROPRIATE.
2 INSTALL CONSTRUCTION DUMPSTER AND MATERIAL DISPOSAL AREA PER CASQA BMP WM-5 SOLID WASTE
MANAGEMENT. CONTRACTOR TO LOCATE DURING CONSTRUCTION.
3 PROVIDE TEMPORARY SANITARY FACILITIES AND SECONDARY CONTAINMENT PER CASQA BMP WM-9
SANITARY/SEPTIC WASTE MANAGEMENT. CONTRACTOR TO LOCATE DURING CONSTRUCTION.
4 PROVIDE EQUIPMENT MAINTENANCE AREA AND MATERIAL STORAGE AREA PER CASQA BMP NS-10 VEHICLE AND
EQUIPMENT MAINTENANCE AND WM-1 MATERIAL DELIVERY AND STORAGE. CONTRACTOR TO LOCATE DURING
CONSTRUCTION.
5 PROVIDE LINED CONCRETE WASHOUT BASIN AND EQUIPMENT CLEANUP AREA PER CASQA BMP-WM-8 AND
BMP-NS-8.
6 CONSTRUCT CASQA BMP TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT AND TC-3 ENTRANCE/OUTLET TIRE
WASH. CONTRACTOR TO LOCATE DURING CONSTRUCTION AND ADJUST SIZE AS NEEDED.
7 PERFORM STREET SWEEPING AND VACUUMING PER CASQA BMP SE-7 STREET SWEEPING, AS NECESSARY.
8 STABILIZE ALL EXPOSED SOILS PER CASQA BMP WE-1.
9 LIMIT OF BUILDING PAD.
10 CASQA BMP SE-10, STORM DRAIN INLET PROTECTION.
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECT’S STORM WATER
POLLUTION PREVENTION PLAN (SWPPP), AND THE RECOMMENDATIONS OF SOILS REPORT.
2.EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY
RAINFALL PROBABILITY EXCEEDS 40%.
3.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO
FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL TIME.
4.CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION
CONTROL PLANS ARE ALLOWABLE AS REQUIRED AND APPROVED BY CITY.
5.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NONSTRUCTURAL BEST
MANAGEMENT PRACTICES (BMPS) IN CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER
BMP HANDBOOKS.
6.AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, BERMS AND DESILTING
BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE
IMMEDIATELY REPAIRED.
7.THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS CONDITION.
EROSION AND SEDIMENT CONTROL GENERAL NOTES
EROSION AND SEDIMENT CONTROL CONSTRUCTION NOTES
SHEET 4 OF 4
10/14/2024
Behrooz Sarlak 10/29/2024