HomeMy WebLinkAbout1820_1st_P0115985_2024-195033_Grading - PlanHYD
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FDC
OCASA CHARTER SCHOOL
GRADING & UTILITY PLANS FOR DP NO. 2025-04R
1820 E. FIRST STREET
APN: 402-211-08
CITY OF SANTA ANA, CA
PROJECT DIRECTORY
PROJECT OWNER:
RED HOOK CAPITAL PARTNERS
2120 E. GRAND AVE., SUITE 135
EL SEGUNDO, CA 90245
SURVEY:
BOUNDARY SURVEYING & MAPPING INC.
2102 BUSINESS CENTER DRIVE
IRVINE, CA 92612
PHONE: (503) 990-4613
RESPONSIBLE CIVIL ENGINEER:
RANDY CHAPMAN, P.E.
CCE DESIGN ASSOCIATES, INC.
771 E. DAILY DRIVE, SUITE 120
CAMARILLO, CA 93010
PHONE: (805) 738-5434
SOILS ENGINEER:
GEOTECHNICAL PROFESSIONALS INC.
5736 CORPORATE AVENUE
CYPRESS, CA 90630
CONTACT: JAMES E. HARRIS
PHONE: (714) 220-2211
LANDSCAPE ARCHITECT:
MJS LANDSCAPE ARCHITECT
507 30TH STREET
NEWPORT BEACH, CA 92663
CONTACT: MARK SCHATTINGER
PHONE: (949) 675-9964
ARCHITECT:
RAFAEL FRANCO & ASSOCIATES, INC.
12345 VENTURA BLVD., SUITE H
STUDIO CITY, CA 91604
CONTACT: ARTHUR FERNANDEZ
PHONE: (818) 754-2030
MEP ENGINEER:
TX ENGINEERING
112 E AMERIGE AVENUE #131
FULLERTON, CA 92832
CONTACT: THOMAS XU
PHONE: (213) 295-5532EARTHWORK CALCULATIONS
EARTHWORK QUANTITIES:
CUT:700 CUBIC YARDS
FILL:475 CUBIC YARDS
NET:225 CUBIC YARDS (CUT)
NOTE:
EARTHWORK QUANTITIES PRESENTED HEREON ARE FOR PERMITTING PURPOSES ONLY, CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THEIR OWN EARTHWORK QUANTITIES FOR BIDDING PURPOSES.
PROJECT IMPERVIOUS CALCULATIONS
PROJECT AREA = 100,201 SF (2.30 AC)
EXISTING LANDSCAPE AREA TO REMAIN = 12,082 SF (0.28 AC)
PROPOSED LANDSCAPE AREA = 2,581 SF (0.06 AC)
TOTAL LANDSCAPE AREA = 14,663 SF (0.34 AC)
PRE-CONSTRUCTION IMPERVIOUS AREA = 82,893 SF (1.90 AC)
PRE-CONSTRUCTION PERVIOUS AREA = 17,308 SF (0.40 AC)
POST-CONSTRUCTION IMPERVIOUS AREA = 85,133 SF (1.95 AC)
POST-CONSTRUCTION PERVIOUS AREA = 15,068 SF (0.35 AC)
PROJECT SITE
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DEMOLITION/CONSTRUCTION CALCULATIONS
PERVIOUS CALCULATIONS
LANDSCAPE AREA REMOVED = 1,374 SF - REPLACED BY PERVIOUS PLAYGROUND AREA
LANDSCAPE AREA REMOVED = 124 SF - REPLACED BY PERVIOUS CONCRETE
ASPHALT AREA REMOVED = 1,573 SF - REPLACED BY LANDSCAPE
ASPHALT AREA REMOVED = 1,890 SF - REPLACED BY PERVIOUS CONCRETE
ASPHALT AREA REMOVED = 1,100 SF - REPLACED BY PERVIOUS PLAYGROUND AREA
CONCRETE AREA REMOVED = 124 SF - REPLACED BY PERVIOUS PLAYGROUND AREA
CONCRETE AREA REMOVED = 1,008 SF - REPLACED BY LANDSCAPE
IMPERVIOUS CALCULATIONS
LANDSCAPE AREA REMOVED = 2,077 SF - REPLACED BY CONCRETE/HARDSCAPE
LANDSCAPE AREA REMOVED = 113 SF - REPLACED BY ASPHALT
ASPHALT AREA REMOVED = 1,937 SF - REPLACED BY CONCRETE/HARDSCAPE
CONCRETE AREA REMOVED = 152 SF - REPLACED BY ASPHALT
CONCRETE AREA REMOVED = 703 SF - REPLACED BY HARDSCAPE/NEW CONCRETE
WQMP CALCULATION: PROJECT SITE CREATES AND/OR REPLACES 4,982 SF OF IMPERVIOUS AREA.
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DESCRIPTION
SHEET INDEX
SHEET NAMESHEET NUMBER
TITLE SHEET -1
REMOVAL/DEMOLITION PLAN RA014
6 GRADING PLAN GA01
9 EROSION CONTROL PLAN EA01
10 EROSION CONTROL DETAILS ED01
PREPARED UNDER THE SUPERVISION OF:
APPROVALS:
RANDY A CHAPMAN R.C.E. NO.: C69614 DATE
FOR PUBLIC SEWER AND WATER FACILITIES ONLY
APPROVED BY:
ARMANDO FERNANDEZ, P.E. DATE
ACTING DEPUTY PUBLIC WORKS DIRECTOR/
WATER RESOURCES MANAGER
PROJECT SITE
BENCHMARK NO.: SA-335-06 ELEV.: 132.783' NAVD88
DESCRIBED BY OCS 2006 - FOUND 4" OCS ALUMINUM BENCHMARK DISK STAMPED "SA-335-06", SET IN THE
NORTHWEST CORNER OF A 4.0 FT. BY 4.5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE
NORTHEAST PORTION OF THE INTERSECTION OF ELK ST. AND FIRST ST. 45 FT. NORTH OF THE CENTERLINE OF
FIRST STREET AND 50 FT. EAST OF THE CENTERLINE OF ELK ST., LEVEL WITH THE SIDEWALK
BENCHMARK
BEARINGS AND DISTANCES ARE BASED ON THE CENTERLINE OF EAST 1ST AVENUE, FROM CENTERLINE SHOWN
HEREIN, BEING N89°41'35"E 739.02' SHOWN IN MM 1005 47-50 AS N89°41'35"W 719.10.
BASIS OF BEARING
THAT PORTION OF LAND LOCATED WITHIN THE CITY OF SANTA ANA, THE COUNTY OF ORANGE, STATE OF
CALIFORNIA, AS DESCRIBED BELOW:
PARCEL 1:
LOT 2 OF TRACT NO. 24, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN
ON A MAP RECORDED IN BOOK 9, PAGE 23 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY,
CALIFORNIA. EXCEPTING THEREFROM THAT PORTION LYING SOUTHWESTERLY OF THE NORTHEASTERLY LINE
OF THE LAND DESCRIBED IN A DEED TO THE STATE OF CALIFORNIA, RECORDED DECEMBER 22, 1953 IN BOOK
2637, PAGE 506 OF OFFICIAL RECORDS. ALSO EXCEPTING THEREFROM THE NORTHERLY 289.0 FEET OF THE
WESTERLY 230.0 FEET OF SAID LOT 2.
PARCEL 2:
THE PORTION OF LOT 4 OF TRACT NO. 24, AS SHOWN ON A MAP RECORDED IN BOOK 9, PAGE 23 OF
MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEASTERLY CORNER OF SAID LOT 4; THENCE ALONG THE EASTERLY LINE THEREOF,
SOUTH 0°05'25" WEST 127.56 FEET TO A CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,920.00
FEET; THENCE NORTHWESTERLY ALONG SAID CURVE, FROM A TANGENT BEARING NORTH 48°55'49" WEST
THROUGH AN ANGLE OF 1°37'24" AN ARC DISTANCE OF 54.40 FEET; THENCE NORTH 33°41'49" WEST 108.19 FEET
TO A POINT IN THE NORTHERLY LINE OF SAID LOT 4, DISTANCE WESTERLY THEREON 100.73 FEET FROM SAID
NORTHEASTERLY CORNER; THENCE EASTERLY ALONG SAID NORTHERLY LINE, 100.73 FEET TO THE POINT OF
BEGINNING.
EXCEPTING FROM SAID PARCEL 2, ALL MINERALS, OIL, GASES AND OTHER HYDROCARBONS BY WHATSOEVER
NAME KNOWN, THAT MAY BE WITHIN OR UNDER SAID PARCEL 2, WITHOUT, HOWEVER, THE RIGHT TO DRILL, DIG
OR MINE THROUGH THE SURFACE OF SAID LAND THEREFOR, AS RESERVED IN THE DEED RECORDED IN BOOK
4015, PAGE 522 OF OFFICIAL RECORDS,
ALSO EXPECTING FROM PARCELS 1 AND 2 THAT PORTION DESCRIBED AS PARCEL 72559-1 IN THE DEED TO THE
STATE OF CALIFORNIA RECORDED JANUARY 31, 1994 AS INSTRUMENT NO. 94-0072254 OF OFFICIAL RECORDS OF
SAID ORANGE COUNTY.
LEGAL DESCRIPTION
CONVERSION OF EXISTING FIVE-STORY OFFICE BUILDING INTO CHARTER SCHOOL.
PROJECT SCOPE
SOILS ENGINEER CERTIFICATION:
I HAVE REVIEWED AND APPROVE THIS GRADING PLAN. IT COMPLIES WITH ALL OF THE
REQUIREMENTS AND RECOMMENDATIONS PER GEOTECHNICAL REPORT DATED APRIL
25, 2025.
SIGNATURE DATE
FEMA ZONE X
AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
FLOOD INFORMATION
GENERAL NOTES DP012
PROJECT SITE
APN: 402-211-08
APN: 402-211-09
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APN: 402-201-05
(E) OFFICE
BUILDING
GRADING PERMIT NO. 50101547
TOPOGRAPHIC SURVEY MAP TP013
5 HORIZONTAL CONTROL PLAN HP01
7 GRADING DETAILS & SECTIONS GD01
8 UTILITY PLAN UT01
SR #2504895
PUBLIC WORKS AGENCY
GRADING & UTILITY PLAN
1820 EAST 1ST STREET
SANTA ANA, CA 92705
PARCEL APN: 402-211-08
JOB ADDRESS/PARCEL APN
REFERENCES
IMPROVEMENT PLANS NO. 11670, DATED 08-01-1980
MASONRY WALL PUMP BUILDING PLANS NO. 67780, DATED 07-09-1991
ALTA SURVEY PREPARED BY BOUNDARY SURVEY MAPPING INC., DATED 12-11-2024
1ST STREET
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SOILS ENGINEER CERTIFICATION:
DATE
I HAVE REVIEWED AND APPROVE THIS GRADING PLAN. IT COMPLIES WITH ALL OF THE
REQUIREMENTS AND RECOMMENDATIONS PER GEOTECHNICAL REPORT DATED APRIL
25, 2025.
SIGNATURE
R.C.E 91562 11-6-2025
11/25/25
Behrooz Sarlak 12/15/2025
GRADING GENERAL NOTES
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.
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 700 CUBIC YARDS FILL 475 CUBIC YARDS NET 225 CUBIC YARDS
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 ½” 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”.
WATER GENERAL NOTES
1.CONSTRUCTION AND INSTALLATION OF ALL WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH
THE CITY OF SANTA ANA STANDARD PLANS AND SPECIFICATIONS. WHERE THE STANDARD PLANS ARE SILENT,
CONSTRUCTION AND INSTALLATION OF WATER MAINS AND APPURTENANCES SHALL CONFORM TO THE AMERICAN
WATER WORKS ASSOCIATION (AWWA) SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, 2012 EDITION.
2.CONSTRUCTION OF WATER MAINS AND APPURTENANCES SHALL ONLY BE PERFORMED BY QUALIFIED
CONTRACTORS WITH A VALID CALIFORNIA CONTRACTOR A OR C34 LICENSE.
3.NO PERSON, OTHER THAN CITY OF SANTA ANA WATER RESOURCES DIVISION STAFF CERTIFIED BY THE STATE OF
CALIFORNIA AS A WATER DISTRIBUTION OPERATOR, SHALL BE ALLOWED TO OPERATE THE CITY'S WATER SYSTEM
VALVES.
4.NO PERSON, OTHER THAN CITY OF SANTA ANA WATER RESOURCES DIVISION STAFF CERTIFIED BY THE STATE OF
CALIFORNIA AS A WATER DISTRIBUTION OPERATOR, SHALL SHUT WATER SERVICE OFF TO ANY CUSTOMER.
5.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE CITY FOR REVIEW AND
APPROVAL "DISINFECTION AND FLUSHING PLAN" PER THE CITY OF SANTA ANA DESIGN GUIDELINES AND
STANDARD DRAWINGS.
6.ALL NEWLY CONSTRUCTED WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED AND TESTED IN
ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION STANDARD C600'S, PRIOR TO CONNECTING TO THE
CITY'S WATER DISTRIBUTION SYSTEM. DISINFECTION TESTING RESULTS SHALL BE SUBMITTED TO THE WATER
RESOURCES DIVISION WHEN REQUIRED FOR REVIEW AND APPROVAL PRIOR TO CONNECTING TO THE CITY'S
WATER DISTRIBUTION SYSTEM.
7.WATER MAINS WILL BE HYDROSTATIC TESTED AT 200 PSI FOR 2 HOURS. NEW WATER MAINS CANNOT BE TEST
AGAINST AN EXISTING VALVE BUT CAN BE TESTED USING A TEST PLATE.
8.REQUESTS TO SHUT-DOWN THE WATER DISTRIBUTION SYSTEM FOR TIE-INS OR OTHER PURPOSES SHALL BE
COORDINATED WITH THE WATER RESOURCES DIVISION STAFF AT LEAST 2 WEEKS IN ADVANCE THROUGH THE
CITY INSPECTOR. ALL CUSTOMERS AFFECTED BY THE PROPOSED SHUTDOWN SHALL BE NOTIFIED IN WRITING 48
HOURS IN ADVANCE BY THE CONTRACTOR.
9.THE CITY OF SANTA ANA WATER RESOURCES DIVISION CANNOT GUARANTEE A COMPLETE SHUTDOWN OF
EXISTING MAINS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND ISOLATION OF
CONSTRUCTION FOR TESTING OR ANY OTHER PURPOSES.
10.ALL FIRE HYDRANTS WHICH ARE OUT OF SERVICE OR NEW FIRE HYDRANTS WHICH HAVE NOT BEEN ACCEPTED
FOR SERVICE SHALL BE COVERED WITH A SACK INDICATING THAT THE HYDRANTS ARE NOT IN SERVICE.
11.MAINTAINING WATER SERVICE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR ANY SHUTDOWN
LASTING LONGER THAN FOUR (4) HOURS. METHOD OF PROVIDING TEMPORARY SERVICE MUST BE APPROVED BY
THE WATER RESOURCES DIVISION. THE WATER SHALL BE SAFE FOR DRINKING IN ACCORDANCE WITH STATE OF
CALIFORNIA WATER RESOURCES CONTROL BOARD (SWRCB) DRINKING WATER PROGRAM (DWP).
12.WATER METER WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW DEVICES REQUIRED FOR
THE BUILDING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED, TESTED, APPROVED, AND CERTIFIED, AND
APPROVED AND SIGNED OFF BY THE CITY. CONTACT WATER RESOURCES DIVISION AT 714-647-3320.
13.ALL WATER MAINS SHALL BE AWWA C-900 PVC, DR14 PIPE OR AWWA C-151 DUCTILE IRON PIPE. ALL OTHER PIPE
MATERIALS REQUIRE SPECIAL REVIEW AND APPROVAL FROM THE WATER RESOURCES DIVISION.
14.WATER MAINS SHALL HAVE 36" MINIMUM COVER TO FINISHED GRADE. ANY DEVIATION FROM THIS REQUIREMENT
REQUIRES APPROVAL FORM THE WATER RESOURCES DIVISION.
15.CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES AND POINTS OF CONNECTION PRIOR TO
TRENCHING.
16.PRIVATE WATER APPURTENANCES SUCH AS BACKFLOW PREVENTORS, FIRE HYDRANTS AND STANDPIPES, AND
VALVES SHALL BE PAINTED AS FOLLOWS:
16.1.DOMESTIC WATER:BLUE
16.2.POTABLE IRRIGATION:GREEN
16.3.RECYCLED IRRIGATION:PURPLE
16.4.FIRE PROTECTION:OSHA SAFETY RED
17.DO NOT CUT OR SNAP CUT OR MILL ASBESTOS CEMENT PIPE. WHERE JOINING EXISTING ASBESTOS CEMENT PIPE,
EXPOSE SIX FEET IN EACH DIRECTION, LOOKING FOR THE NEAREST JOINT AND JOIN TO NEW PIPE WITH A
PROPERLY DIMENSIONED ADAPTER PER STANDARD PLAN 1443.
18.DO NOT TAP EXISTING MAINS WITHOUT THE PRESENCE OF A CERTIFIED WATER INSPECTOR. PRESSURE TEST
TAPPING SLEEVE IN THE PRESENCE OF A CERTIFIED WATER INSPECTOR BEFORE TAPPING EXISTING MAIN.
19.FINAL ACCEPTANCE WILL NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON MYLAR AND DIGITAL FILE ARE
DELIVERED TO AND ACCEPTED BY THE CITY'S INSPECTOR. SHOW ALL FIELD CHANGES ON RECORD DRAWINGS.
20.TRENCH PLATES SHALL BE FLUSH WITH PAVEMENT AND SHALL BE NON-SKID.
21.WHEN PUBLIC WATER FACILITIES ARE LOCATED ON PRIVATE PROPERTY, EASEMENT DOCUMENTS ARE TO BE
SUBMITTED TO CITY FOR APPROVAL PRIOR TO A PERMIT BEING ISSUED.
22.ALL RECYCLED WATER PROJECTS REQUIRE REVIEW AND APPROVAL BY THE WATER RESOURCES DIVISION.
23.REMOVE FROM THE FIELD UPPER AND LOWER FIRE HYDRANT DRY BARREL AND 24"X36" IRON VAULT LID COVERS
AND DELIVER UNDAMAGED TO THE CITY WATER RESOURCES DIVISION YARD LOCATED AT 215 S. CENTER STREET.
PRIOR NOTIFICATION OF THE DELIVERY IS REQUIRED AT 714-647-3320.
24.WATER MAIN FITTINGS SHALL BE FLANGE OR MECHANICAL JOINTS ONLY, NO PUSH-ON JOINT FITTINGS ALLOWED.
25.CONTRACTOR SHALL NO REMOVE OR DISPOSE EXISTING WATER METERS. CONTRACTOR SHALL APPLY FOR AN
ABANDON WATER METER APPLICATION. CONTRACTOR SHALL CONTACT WATER RESOURCES DIVISION AT
714-647-3320 FOR EXISTING METER REMOVALS.
26.INSTALLATION OF NEW WATER METER SERVICE CURB STOP SHALL BE DONE AFTER INSPECTION OF NEW CURB
AND GUTTER OR AFTER CONTRACTOR HAS ESTABLISHED THE PROPOSED CURB GRADE BY STAKING OF THE
PROPOSED CURB.
PUBLIC WORKS AGENCY
REVISIONS REFERENCES
Underground Service Alert
of Southern California
Know what's below.
before you dig.Call
R
SEWER GENERAL NOTES
1.CONSTRUCTION AND INSTALLATION OF ALL SEWER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH
THE CITY OF SANTA ANA STANDARD PLANS AND SPECIFICATIONS. WHERE THE STANDARD PLANS ARE SILENT,
CONSTRUCTION AND INSTALLATION OF SEWER MAINS AND APPURTENANCES SHALL CONFORM TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION.
2.CONSTRUCTION OF SEWER MAINS AND APPURTENANCES SHALL ONLY BE PERFORMED BY QUALIFIED
CONTRACTORS WITH A VALID CALIFORNIA CONTRACTOR A OR C34 LICENSE.
3.ALL NEWLY CONSTRUCTED SEWER MAINS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ALL NEWLY CONSTRUCTED SEWER MAINS,
LATERALS AND MANHOLES MUST BE INSPECTED VIA CLOSED CIRCUIT TELEVISION CAMERA BY A NATIONAL
ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) CERTIFIED TECHNICIAN AND VIDEO SUBMITTED IN A
DIGITAL FORMAT TO THE WATER RESOURCES DIVISION FOR REVIEW AND FINAL ACCEPTANCE OF WORK.
4.ALL SEWER MAINS SHALL BE VITRIFIED CLAY PLAY (VCP) OR PVC SDR-26 PIPE. ALL OTHER PIPE MATERIALS
REQUIRE SPECIAL REVIEW AND APPROVAL FROM THE WATER RESOURCES DIVISION.
5.TRENCH PLATES SHALL BE FLUSH WITH PAVEMENT AND SHALL BE NON-SKID.
6.CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES AND POINTS OF CONNECTION PRIOR TO
TRENCHING.
7.WHEN PUBLIC SEWER FACILITIES ARE LOCATED ON PRIVATE PROPERTY, EASEMENT DOCUMENTS ARE TO BE
SUBMITTED TO CITY FOR APPROVAL PRIOR TO A PERMIT BEING ISSUED.
8.FINAL ACCEPTANCE WILL NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON MYLAR AND DIGITAL FORMAT ARE
DELIVERED TO AND ACCEPTED BY THE CITY'S INSPECTOR. SHOW ALL FIELD CHANGES ON RECORD DRAWINGS.
9.ALL SEWER REPAIRS SHALL BE ACCOMPLISHED USING STAINLESS STEEL DOUBLE BANDED COUPLINGS.
EROSION AND SEDIMENT CONTROL
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECT'S STORM WATER
POLLUTION PREVENTION PLAN (SWPPP), AND THE RECOMMENDATION 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 TIMES.
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 GRADE 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.
GENERAL NOTES
Behrooz Sarlak 12/15/2025
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PL
PL
PL
PL
PL
TRACT 19178
1808 E. FIRST STREET
STAFFORD & TUSTIN
PORTION OF LOT C
APN: 402-201-05
INT
E
R
S
T
A
T
E
5
(
I
-
5
)
CURB & GUTTER
CURB & GUTTER
18" OCSD VCP SEWER MAIN
12" OCSD VCP SEWER MAIN
8" FIRE WATER LINE
3" DOMESTIC WATER LINE
2" IRRIGATION WATER LINE
6" FIRE WATER LINE
IRRIGATION
METERS
6" SEWER
LATERAL
ROLLED CURB & GUTTER
MASONRY WALL
PUMP ROOM
CURB
CURB & GUTTER
CURB
RIBBON GUTTER
6" FIRE WATER LINE
6" FIRE WATER LINE
4" STORM
DRAINS
4" STORM
DRAINS
4" STORM
DRAINS
4" STORM
DRAINS
4" STORM
DRAINS
CURB & GUTTER
BUILDING OVERHANG
BUILDING OVERHANG
ROCK SPLASH
PAD
ROCK SPLASH
PAD
ROCK SPLASH
PAD
ASPHALT PAVING
CURB
CURBCURB
CURBCURBCURB
CURB
CURB
CURB
CURB
ASPHALT PAVING
ASPHALT PAVING
ASPHALT PAVING
CURB
(2
.
1
%
)
(2
.
3
%
)
(1.1%)
(1.8%
)
(2.2%
)
(2
.
2
%
)
(0.5%)
(0.5%)
(0.
4
%
)
(1.5%)
(1.8%)
(0.8%)
(2.0%)
TRASH ENCLOSURE
133
133
13
3
13
2
134
134
133
132
13
2
13
1
131
FS
(134.25)
(134.30)FS
(134.80)TC
(133.83)FS
(134.33)TC
(133.88)FS
(134.38)TC
5-STORY OFFICE BUILDING
(133.72)FF
(133.54)FS
(134.04)TC
(134.28)FS
(134.78)TC
(134.10)FS
(134.60)TC
(134.15)FS
(134.65)TC
(133.96)FS
(134.46)TC
(133.89)FS
(134.39)TC
(133.98)FS
(134.48)TC
(133.68)FS
(134.18)TC
(133.64)FS
(134.14)TC
(133.02)FS
(133.52)TC
(133.16)FS
(133.66)TC
(133.23)FS
(133.73)TC
(133.53)FS
(134.03)TC
(134.25)FS
(134.75)TC
(133.60)FL
(134.10)TC
(133.37)FL
(133.87)TC
(133.02)FL
(133.52)TC
(133.68)FS
(134.18)TC
(134.09)FS
(134.59)TC
(134.04)FS
(134.54)TC
(133.53)FS
(134.03)TC
(133.88)FS
(134.38)TC
(133.00)FS
(133.50)TC
(133.90)FS
(134.40)TC
FS
(133.42)
(133.61)FS
(134.11)TC
(133.16)FS
(133.66)TC
(133.85)FS
(134.35)TC
(133.21)FS
(133.71)TC (133.46)FS
(133.96)TC
(132.83)FL
(133.33)TC
(132.30)FL
(132.80)TC
(2.5%)(1.3%)
(2
.
5
%
)
(133.17)FS
(133.67)TC
(134.05)FS
(134.55)TC
(133.14)FS
(133.64)TC
(133.98)FS
(134.48)TC
(133.16)FS
(133.66)TC
(132.97)FS
(133.47)TC
(133.81)FS
(134.31)TC
(133.25)FS
(133.75)TC
(134.41)FS
(134.91)TC
(134.06)FS
(134.56)TC
(133.27)FS
(133.77)TC
(132.37)FS
(132.87)TC
(132.73)FS
(133.23)TC
(132.87)FS
(133.37)TC
(133.20)FS
(133.70)TC
(133.47)FS
(133.97)TC
(133.13)FS
(133.63)TC
(133.20)FS
(133.70)TC
(131.59)FL
(132.09)TC
(131.77)FL
(132.27)TC
(133.27)FS
(133.77)TC
(132.55)FS
(133.05)TC
(132.71)FS
(133.21)TC
(132.60)FS
(133.10)TC
(133.11)FS
(133.61)TC
(132.29)FL
(132.79)TC
(132.42)FL
(132.92)TC
(133.73)FS
(134.23)TC
(132.23)FS
(132.73)TC
(132.30)FS
(132.80)TC
(132.32)FS
(132.82)TC
(132.47)FS
(132.97)TC
(132.43)FS
(132.93)TC
(132.41)FS
(132.91)TC
(132.21)FS
(132.71)TC (132.20)FS
(132.70)TC
(131.77)FS
(132.27)TC
(131.82)FS
(132.32)TC(132.77)FL
(133.27)TC
(132.36)FL
(132.86)TC
(131.99)FL
(132.49)TC
(131.68)FL
(132.18)TC
(131.30)FL
(131.80)TC
(130.99)FL
(131.49)TC
(130.46)FL
(130.96)TC
(131.06)FS
(131.56)TC
(130.39)FL
(130.89)TC
(130.24)FL
(130.74)TC
(132.38)FS
(132.88)TC
(132.34)FS
(132.84)TC
(131.86)FS
(132.36)TC
(132.30)FL
(132.63)TC
(132.46)FL
(132.79)TC
(132.03)FL
(132.36)TC
(132.02)FL
(132.35)TC
FS
(132.23)
FS
(133.39)
FS
(132.38)
FS
(131.76)
FG
(133.14)
FG
(133.01)
FG
(132.49)
FG
(131.47)
FG
(130.85)
(2.4%)
(2.4%)
(3.2
%
)
FS
(133.53)
(2.
4
%
)
(E) FENCE
(E) FENCE
P
W
CA
B
I
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E
T
13
4
.
4
8
CA
B
I
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E
T
13
4
.
4
5
VL
T
13
4
.
4
2
VL
T
13
4
.
8
5
VL
T
13
4
.
4
5
VL
T
13
4
.
4
9
TS
P
IVVL
T
13
4
.
3
0
VL
T
13
4
.
3
2
VL
T
13
4
.
2
6
VL
T
13
4
.
2
1
TS
TS
FD
C
IM
RP
P
A
DE
C
D
1
2
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&
1
0
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D
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DE
C
D
1
2
"
&
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0
'
D
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DE
C
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1
2
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&
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DE
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1
2
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2
1S
T
S
T
R
E
E
T
PL
CURB
RIBBON GUTTER
FIRE DEPARTMENT
CONNECTION
IRRIGATION
BACKFLOW
IRRIGATION
METER
(0.6%)
POST INDICATOR
VALVE
CABRILLO
PARK DRIVE
EX. OCSD 18" VCP SEWER MAIN
EX. OCSD 12" VCP SEWER MAIN
EX. 8" WATER
EX. 12" CIP WATER
EX. OCSD 12" VCP SEWER MAIN
EX. OCSD 18" VCP SEWER MAIN
EX. 30" STORM DRAIN
EX. 30"
STORM DRAIN
EX. 18" STORM DRAIN
EX. OCSD 12" VCP SEWER MAIN
EX. C & G
EX. CATCH BASIN
EX. C & G
STREET CL
52'
42'10'
(134.50)FS
(135.00)TC
(134.08)FS
(134.58)TC
(134.40)FS
(134.90)TC
(134.03)FL
(134.53)TC
(134.30)FS
(134.80)TC
(134.19)FS
(134.69)TC
(1.5%)
(133.75)FL
(134.25)TC
(133.67)FL
(134.17)TC
(134.02)FS
(134.52)TC
(133.82)FS
(134.32)TC
FG
(134.38)
FG
(134.76)
FG
(134.24)
FS
(134.26)
(133.56)FS
(134.06)TC
(133.81)FS
(134.31)TC
(133.50)FS
(134.00)TC
FS
(134.48)
PUBLIC WORKS AGENCY
REVISIONS REFERENCES
Underground Service Alert
of Southern California
Know what's below.
before you dig.Call
R
EASEMENT NOTES
EASEMENT TO THE CITY OF SANTA ANA FOR TRAFFIC SIGNAL PURPOSES.
10' WIDE EASEMENT TO ORANGE COUNTY FOR SEWER PURPOSES.
EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL SUPPLY
SYSTEMS PURPOSES.
6' WIDE EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL
SUPPLY SYSTEMS PURPOSES.
20' WIDE EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL
SUPPLY SYSTEMS PURPOSES.
EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL SUPPLY
SYSTEMS PURPOSES.
1
2
3
4
5
6
0
Scale 1" = 20 ft
10 20 40 60
AS CIVIL ENGINEER OF THIS PROJECT, I HAVE IDENTIFIED THE LOCATION OF ALL EASEMENTS
WHICH ARE DEPICTED ON THESE PLANS. I HAVE REVIEWED THE PROPOSED EASEMENT
DOCUMENTS AND VERIFIED THE PROPOSED CONSTRUCTION DOES NOT CONFLICT OR INTERFERE
WITH THE INTENDED EASEMENT USE.
RANDY A CHAPMAN R.C.E. NO.: C69614 DATE
MA
T
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B
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MA
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C
H
L
I
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-
S
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E
B
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L
O
W
Behrooz Sarlak 12/15/2025
B
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1
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1
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0
'
D
r
i
p
S
SS
M
H
RI
M
:
1
3
1
.
3
4
S
SS
M
H
RI
M
:
1
3
1
.
4
0
S
SS
M
H
RI
M
:
1
3
1
.
4
7
S
SS
M
H
RI
M
:
1
3
1
.
3
9
EX. 5-STORY BUILDING
TO REMAIN
PL
PL
PL
PL
PL
1
1
1
2
2
2
1
2
2
2
3
3
3
3
3
4
4
4
1
8
4
4
4
5
5
5
5
5
5
6
3
3
3
3
3
3
5
2 5
1
1
1
1
11
1
TRACT 19178
1808 E. FIRST STREET
STAFFORD & TUSTIN
PORTION OF LOT C
APN: 402-201-05
INT
E
R
S
T
A
T
E
5
(
I
-
5
)
777
7
7
7
3
3
1
P
W
TS
P
IV
TS
TS
FD
C
IM
RP
P
A
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
WM
1S
T
S
T
R
E
E
T
PL
1
3
1
4
STREET IMPROVEMENTS
PER SEPARATE PLAN
CABRILLO
PARK DRIVE
7
2
PUBLIC WORKS AGENCY
REVISIONS REFERENCES
Underground Service Alert
of Southern California
Know what's below.
before you dig.Call
R
0
Scale 1" = 20 ft
10 20 40 60
DEMOLITION CONSTRUCTION KEYNOTES / LEGEND
SAWCUT LINE.
REMOVE EXISTING CONCRETE AND BASE ROCK.
REMOVE EXISTING ASPHALT, CURB AND BASE ROCK.
REMOVE EXISTING CURB.
REMOVE EXISTING LANDSCAPE.
EXISTING ELECTRICAL VAULT TO REMAIN, PROTECT IN PLACE.
EXISTING ASPHALT TO BE GROUND AND OVERLAID.
REMOVE EXISTING ROLLED CURB AND GUTTER.
1
2
3
4
5
6
7
8
DEMOLITION NOTES
1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE GEOTECHNICAL ENGINEER 48 HOURS IN ADVANCE OF ANY GRADING
AND FILLING OF THE SITE RELATING TO ANY DEMOLITION OR REMOVAL OF SITE FEATURES.
2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT FROM DAMAGE THROUGHOUT THE COURSE OF CONSTRUCTION ALL
BUILDINGS AND SITE FEATURES ITEMS SUCH AS, BUT NOT LIMITED TO; CATCH BASINS, CONDUIT, TELEPHONE AND POWER POLES,
FENCING, RETAINING WALLS, GAS LINES, OIL LINES, GASOLINE LINES, FIRE AND WATER SERVICE ASSEMBLIES, CONCRETE CURB,
GUTTER AND SIDEWALK, TREES, BUSHES AND PLANT MATERIAL, ETC. BOTH ON-SITE AND OFF-SITE. THE CONTRACTOR SHALL
PROVIDE ALL REPAIRS, MAINTENANCE, SHORING, SUPPORT, ETC. TO MAINTAIN ALL FEATURES DESIGNATED TO REMAIN IF
DAMAGED. NOTIFY ARCHITECT/ENGINEER OF RECORD IF ANY DISCREPANCIES EXIST OR IF CLARIFICATIONS ARE REQUIRED.
3.COMPLY WITH ALL APPLICABLE REGULATIONS AND SAFETY ORDERS IN EFFECT AT THE CONSTRUCTION SITE. PROTECT OPEN
EXCAVATION, TRENCHES, ETC., WITH FENCES, COVERS, OR RAILINGS AS REQUIRED TO MAINTAIN SAFE PEDESTRIAN AND
VEHICLE TRAFFIC. MAINTAIN DESIGNATED SITE ACCESS FOR VEHICLE AND PEDESTRIAN TRAFFIC.
4.THE CONTRACTOR IS RESPONSIBLE FOR THE FINISHED CONDITION OF THEIR WORK. BEFORE WORKING OVER BACKFILL OR
SIMILAR WORK COMPLETED BY OTHER CONTRACTORS, VERIFY THAT SUCH WORK HAS BEEN PROPERLY BACKFILLED AND
COMPACTED. NOTIFY THE ARCHITECT/ENGINEER OF RECORD PROMPTLY IN WRITING IF ANY CONDITIONS DO NOT MEET THE
PROPER STANDARDS. WITHOUT EXTRA COST TO THE OWNER, ALL FEATURES DAMAGED IN THE PERFORMANCE OF ALL WORK
SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION.
5.ALL SITE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. THE OWNER WILL RETAIN
THE GEOTECHNICAL ENGINEER TO INSURE CONFORMANCE WITH THE GEOTECHNICAL REPORT.
6.CONTRACTOR ACKNOWLEDGES THAT THEY HAVE THOROUGHLY INFORMED THEMSELVES REGARDING REQUIREMENTS OF
DRAWINGS, SPECIFICATIONS, AND REGULATIONS PERTAINING TO THE PROJECT. SPECIFICATIONS AND DRAWINGS ARE
COMPLEMENTARY. WHAT IS CALLED BY ONE IS AS BINDING AS IF CALLED FOR BY ALL. THE CONTRACTOR IS TO FAMILIARIZE
THEMSELVES WITH THE SITE AND COMPARE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATION WITH WORK TO BE
PERFORMED BY THE CONTRACTOR, INCLUDING TOPOGRAPHY, APPROACHES AND IMPROVEMENTS ON OR ABOUT THE SITE.
7.THE ARCHITECT/ENGINEER OF RECORD SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, THE
MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF DEMOLITION WORK, OR FOR THE SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK. ANY ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY
OTHER PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK OR TO MEET
THEIR SCHEDULE WILL MAINTAIN RESPONSIBILITY.
8.CONTRACTOR TO PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED BY GOVERNING AGENCIES AND AS NOTED IN
SPECIFICATIONS.
MA
T
C
H
L
I
N
E
-
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
-
S
E
E
B
E
L
O
W
Behrooz Sarlak 12/15/2025
GS
13
3
.
4
2
GS
13
3
.
2
4
GS
13
3
.
0
9
GS
13
2
.
9
9
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
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p
DE
C
D
1
2
"
&
1
0
'
D
r
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p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
G GM
12
2
3
13
3
.
8
2
GS
13
2
.
1
9
GS
13
2
.
0
4
GS
13
3
.
0
1
GS
13
3
.
5
0
GS
13
3
.
2
7
HYD
IM
IM
IM
IM
IM
IM
IM
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
GS
13
0
.
6
1
GS
13
0
.
3
9
GS
13
0
.
1
9
GS
13
0
.
3
6
GS
13
0
.
6
7
GS
13
0
.
3
2
GS
13
2
.
1
0
GS
13
2
.
6
7
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
S
SS
M
H
RI
M
:
1
3
1
.
3
4
S
SS
M
H
RI
M
:
1
3
1
.
4
0
S
SS
M
H
RI
M
:
1
3
1
.
4
7
S
SS
M
H
RI
M
:
1
3
1
.
3
9
PL
PL
PL
PL
PL
TRACT 19178
1808 E. FIRST STREET
STAFFORD & TUSTIN
PORTION OF LOT C
APN: 402-201-05
INT
E
R
S
T
A
T
E
5
(
I
-
5
)
(E) 5-STORY BUILDING
TO REMAIN
5.
4
3
'
134.41'56'
5.
5
6
'
6.26'
69
.
5
1
'
2'
4.1
9
'
91.5'
6'
6'
5'
10.5'6'
16.4'
24.5'
27
.
8
'
9.
9
'
9.9'
36'
21
.
8
'
18.5'
P
W
CA
B
I
N
E
T
13
4
.
4
9
CA
B
I
N
E
T
13
4
.
4
8
CA
B
I
N
E
T
13
4
.
4
5
CA
B
I
N
E
T
13
4
.
4
7
VL
T
13
4
.
4
2
VL
T
13
4
.
8
5
VL
T
13
4
.
4
5
VL
T
13
4
.
4
9
FD
C
IM
RP
P
A
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
1S
T
S
T
R
E
E
T
PL
134.41'
CABRILLO
PARK DRIVE
PROPOSED 4' WIDE
PUBLIC STREET EASEMENT
TO BE DEDICATED TO THE
CITY OF SANTA ANA
ST
A
3
1
7
+
6
4
.
3
0
C
L
E
.
1
S
T
S
T
R
E
E
T
=1
0
+
0
0
.
0
0
C
L
C
A
B
R
I
L
L
O
P
A
R
K
D
R
I
V
E
ST
A
3
1
7
+
6
6
.
8
5
CL
D
W
Y
,
W
=
3
6
'
A=
3
8
'
,
X
=
3
'
PUBLIC WORKS AGENCY
REVISIONS REFERENCES
Underground Service Alert
of Southern California
Know what's below.
before you dig.Call
R
0
Scale 1" = 20 ft
10 20 40 60MA
T
C
H
L
I
N
E
-
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
-
S
E
E
B
E
L
O
W
Behrooz Sarlak 12/15/2025
GS
13
3
.
4
2
GS
13
3
.
2
4
GS
13
3
.
0
9
GS
13
2
.
9
9
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
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p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
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p
DE
C
D
1
2
"
&
1
0
'
D
r
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p
DE
C
D
1
6
"
&
1
0
'
D
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p
DE
C
D
1
6
"
&
1
0
'
D
r
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p
DE
C
D
1
6
"
&
1
0
'
D
r
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DE
C
D
1
2
"
&
1
0
'
D
r
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DE
C
D
1
2
"
&
1
0
'
D
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D
1
2
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&
1
0
'
D
r
i
p
VL
T
13
2
.
1
9
G GM
12
2
3
13
3
.
8
2
GS
13
2
.
1
9
GS
13
2
.
0
4
GS
13
3
.
0
1
GS
13
3
.
5
0
GS
13
3
.
2
7
HYD
IM
IM
IM
IM
IM
IM
IM
DE
C
D
1
2
"
&
1
0
'
D
r
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p
DE
C
D
1
2
"
&
1
0
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D
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DE
C
D
1
2
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&
1
0
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D
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p
DE
C
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1
2
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&
1
0
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D
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p
DE
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D
1
2
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&
1
0
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D
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1
2
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&
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0
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D
r
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p
VL
T
13
0
.
8
8
VL
T
13
0
.
8
0
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T
13
0
.
7
6
VL
T
13
0
.
8
8
GS
13
0
.
6
1
GS
13
0
.
3
9
GS
13
0
.
1
9
GS
13
0
.
3
6
GS
13
0
.
6
7
GS
13
0
.
3
2
FI
N
I
S
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D
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R
13
3
.
7
2
GS
13
2
.
1
0
GS
13
2
.
6
7
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
S
SS
M
H
RI
M
:
1
3
1
.
3
4
S
SS
M
H
RI
M
:
1
3
1
.
4
0
S
SS
M
H
RI
M
:
1
3
1
.
4
7
S
SS
M
H
RI
M
:
1
3
1
.
3
9
PL
PL
PL
PL
PL
TRACT 19178
1808 E. FIRST STREET
STAFFORD & TUSTIN
PORTION OF LOT C
APN: 402-201-05
INT
E
R
S
T
A
T
E
5
(
I
-
5
)
5'
9'
9'
5'
9'
12
'
5'
6.5'
B
7
C
7
D
7
FS
134.02
FS
133.47
FS
132.93
FS
132.46
5-STORY OFFICE BUILDING
(133.72)FF
(132.45)FS
132.95 TC
(132.53)FS
133.03 TC
(132.38)FS
132.88 TC
(132.25)FS
132.75 TC
FS
131.58
JOIN-FS
(131.57)
JOIN-FS
(131.29)
JOIN-FS
(130.56)
JOIN-FS
(130.31)
JOIN-FS
(131.60)
(132.30)FL
(132.63)TC
(132.67)FS
133.17 TC
(133.04)FS
133.54 TC
(133.68)FS
134.18 TC
(134.10)FS
134.60 TC
(134.04)FS
134.54 TC(133.63)FS
134.13 TC
(132.97)FS
133.47 TC
(132.62)FS
133.12 TC
(132.54)FS
(133.04)TC
(132.89)FS
133.39 TC
(132.67)FS
133.17 TC
(132.35)FS
(132.85)TC
(131.59)FS
(132.09)TC
(131.67)FS
(132.17)TC
(132.08)FS
132.58 TC
(132.39)FS
(132.89)TC
JOIN-FS
(131.73)
JOIN-FS
(131.91)
132.70 FS
133.20 TC
FS
132.52
FS
133.02
FS
132.92
(132.01)FL
(132.34)TC
JOIN-FS
(132.45)
39
JOIN-FS
(133.21)
33
32
33
32 32
32
32
32
42
42
35
35
36
38
38
38
3838
38
38
41
41
41
41
44
41
TRASH ENCLOSURE BY OTHERS
SEE ARCHITECTURAL PLANS,
SHEET A0.5
39
39
39
39
39
39
38
39
34
33
JOIN-FS
(131.73)
32
JOIN-FS
(131.71)
41
JOIN-FS
(131.89)
JOIN-FS
(132.31)
JOIN-FS
(132.53)
JOIN-FS
(132.84)
34 34
34
32
32
38
38
40
40
JOIN-FS
(131.56)
JOIN-FS
(131.22)
JOIN-FS
(131.82)
(132.36)FS
132.86 TC
JOIN-FS
(132.06)
JOIN-FS
(133.19)
JOIN-FS
(133.32)
(E) CURB & GUTTER
TO REMAIN
(E) CURB
TO REMAIN
FS
(132.59)
FS
(133.05)
JOIN-FS
(132.11)
FS
132.60
(E) BUILDING
FOOTPRINT
(E) BUILDING
FOOTPRINT
(E) BUILDING
OVERHANG
(E) BUILDING
OVERHANG
(E) 4" STORM
DRAINS
(E) 4" STORM
DRAINS
(E) 4" STORM
DRAINS
(E) ROCK SPLASH
PAD
(E) ROCK SPLASH
PAD
(E) ROCK SPLASH
PAD
(E) 4" STORM
DRAINS
(E) 4" STORM
DRAINS
FS
132.99
FS
133.43
FS
133.47
FS
133.20
PROP. PLANTER AREA
PER LANDSCAPE PLANS,
SEE SHEET LC.2
45
38
(E) TRASH ENCLOSURE
(E) MASONRY WALL
PUMP ROOM
(133.81)FS
134.31 TC
(133.88)FS
134.38 TC
(133.60)FL
134.10 TC
(133.37)FL
133.87 TC
(133.61)FS
134.11 TC
(133.25)FS
133.75 TC
(133.63)FS
134.13 TC
(133.28)FS
133.78 TC
2
3
3
4
5
6
3
FS
(132.29)
FS
(132.34)
FS
(132.34)
FS
(132.70)
FS
(132.76)
FS
(132.78)
FS
(132.92)
43
JOIN-FS
(132.35)
FS
132.12
FS
132.82
133.44 FS
133.94 TC
JOIN-FS
(132.01)
JOIN-FS
(132.91)
JOIN-FS
(132.90)
JOIN-FS
(132.99)
FS
132.11
FS
(133.17)
JOIN-FS
(133.28)
46
FS
132.82
FS
132.83
JOIN-FS
(132.30)
JOIN-FS
(132.16)
ACCESSIBLE
PATH OF TRAVEL
ACCESSIBLE
PATH OF TRAVEL
ACCESSIBLE
PATH OF TRAVEL
(E) FENCE TO REMAIN
(E) FENCE TO REMAIN
(2
.
7
%
)
(1.3%)
(1.8%
)
(1.8%
)
(2
.
1
%
)
5.
9
%
4.
7
%
2.5%
1.9%
2.8%
(0.5%)
(0.5%)
(1.5%)
(0.
4
%
)
(0.9%)
(2.0%)(2.3%
)
(0
.
7
%
)
(1.8%)
0.
3
%
1.8%
0.
4
%
0.
9
%
(1
.
2
%
)
1.8%
3.0
%
0.5
%
1.4%
0.7%
2.
0
%
2.
0
%
0.7%
1.4%
(2.3%)
(2.0%)
(0.3%
)
(2.3%
)
(1.1%)
37
(0
.
7
%
)
47
47
47
47
47
47
47
47
47
47
1.0%
2.1%
0.7
%
(0
.
4
%
)
(1
.
5
%
)
FS
(132.01)
FS
(133.17)
(0
.
3
%
)
FS
132.32
FS
(132.28)
FENCED-IN PLAY YARD
PER LANDSCAPE PLANS
SEE SHEET LC.3
(2
.
6
%
)
FS
(131.70)
P
W
CA
B
I
N
E
T
13
4
.
4
9
CA
B
I
N
E
T
13
4
.
4
8
CA
B
I
N
E
T
13
4
.
4
5
CA
B
I
N
E
T
13
4
.
4
7
VL
T
13
4
.
4
2
VL
T
13
4
.
8
5
VL
T
13
4
.
4
5
VL
T
13
4
.
4
9
FD
C
IM
RP
P
A
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
1S
T
S
T
R
E
E
T
PL
FS
134.44
FS
134.33
STREET IMPROVEMENTS
PER SEPARATE PLAN
A
7
CABRILLO
PARK DRIVE
4'
(134.03)FL
(134.53)TC
(133.75)FL
(134.25)TC
(133.77)FL
(134.27)TC
33
42
39
FS
134.49
FS
134.52
15'x15' SIGHT TRIANGLE
15'x15' SIGHT TRIANGLE
FS
134.40
FS
134.50
IMPROVEMENTS PER
SEPARATE OFFSITE
PLAN AND PERMIT.
JOIN-FS
(134.24)
JOIN-FS
(134.56)
7
1
2
(0.6%)
2.0%6.5%
1.
3
%
2.0%0.3%
2.0%
0.
3
%
2.
0
%
47
47
PUBLIC WORKS AGENCY
REVISIONS REFERENCES
Underground Service Alert
of Southern California
Know what's below.
before you dig.Call
R
0
Scale 1" = 20 ft
10 20 40 60
GRADING NOTES
1.EXISTING SURFACE INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PROVIDED BY OTHERS. CCE DESIGN
ASSOCIATES ASSUMES NO RESPONSIBILITY IN REGARD TO THE ACCURACY OF EXISTING ELEVATIONS AND SURFACE
FEATURES.
2.ALL HARDSCAPE ADJACENT TO STRUCTURES SHALL SLOPE AT A MINIMUM OF 2% FOR 5-FEET AWAY FROM THE
FOUNDATION.
3.IMPROVEMENTS WITHIN PUBLIC RIGHT OF WAY, INCLUDING (BUT NOT EXCLUSIVE OF) FENCES, DRIVEWAYS, AND
UTILITY CONNECTIONS WILL REQUIRE SUBSEQUENT PERMITS FROM THE GOVERNING A.H.J.
4.ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON
FOR REFERENCE ONLY.
5.TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15.
6.A DRIVEWAY GATE IS NOT PROPOSED WITH THIS PROJECT.
7.THE ACCESSIBLE PATH ON THIS GRADING PLAN IS SHOWN FOR REFERENCE ONLY. A SEPARATE REVIEW AND
APPROVAL OF THE ARCHITECTURAL PLAN, OR ACCESSIBLE PATH PLAN, BY THE PLANNING AND BUILDING AGENCY IS
REQUIRED.
8.THE PARKING AND STRIPING ON THIS GRADING PLAN IS SHOWN FOR REFERENCE ONLY. A SEPARATE REVIEW AND
APPROVAL OF THE ARCHITECTURAL PLAN, OR PARKING AND STRIPING PLAN, BY THE PLANNING AND BUILDING
AGENCY IS REQUIRED.
GRADING CONSTRUCTION KEYNOTES / LEGEND
CONSTRUCT AC PAVING, MATCH EXISTING PAVEMENT SECTION.
CONSTRUCT 6-INCH P.C.C. CURB PER SPPWC STD. PLAN NO. 120-3, TYPE A1-6(150).
CONSTRUCT 6-INCH P.C.C. CURB & GUTTER PER CITY OF SANTA ANA STANDARD PLAN NO. 1101, TYPE A-2-6.
CONSTRUCT CONCRETE, MATCH EXISTING THICKNESS.
CONSTRUCT HARDSCAPE. SEE LANDSCAPE PLANS, SHEET LC.A, FOR PRODUCT SPECIFICATION.
CONSTRUCT PERVIOUS PLAY AREA. SEE LANDSCAPE PLANS, SHEET LC.A, FOR PRODUCT SPECIFICATION.
ACCESSIBLE PARKING. STRIPING AND SIGNAGE PER ARCHITECTURAL PLANS, SHEET A0.2.3.
NEW PARKING LOT STRIPING PER ARCHITECTURAL PLANS, SHEET A0.5.
GRIND AND OVERLAY EXISTING ASPHALT PAVEMENT A MINIMUM OF 2", SEE DETAIL A ON SHEET 7.
CONSTRUCT ACCESSIBLE RAMP PER SPPWC STD. PLAN NO. 111-5, CASE A, TYPE 1. SEE DETAIL ON SHEET 7.
PROPOSED 8' HIGH GATES AND FENCING PER LANDSCAPE PLAN, SHEET LC.2.
CONSTRUCT 4-INCH PERVIOUS CONCRETE WALKWAY. SEE LANDSCAPE PLANS, LC.A, FOR PRODUCT SPECIFICATION.
CONSTRUCT GUTTER TRANSITION PER DETAIL ON SHEET 7.
PROPOSED 10' HIGH METAL SOUND FENCE PER LANDSCAPE PLAN, SHEET LC.2.
CONSTRUCT 6-INCH THICK, REINFORCED CONCRETE WALKWAY.
CONSTRUCT 10-INCH P.C.C. CURB PER CITY OF SANTA ANA STANDARD PLAN NO. 1101, TYPE B-1.
PROPOSED LANDSCAPING. SEE LANDSCAPE PLANS, LPT.1 THRU LPD.2, FOR PLANTING PLANS AND SPECIFICATIONS.
ACCESSIBLE PATH OF TRAVEL.
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
MA
T
C
H
L
I
N
E
-
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
-
S
E
E
B
E
L
O
W
EASEMENT NOTES
EASEMENT TO THE CITY OF SANTA ANA FOR TRAFFIC SIGNAL PURPOSES.
10' WIDE EASEMENT TO ORANGE COUNTY FOR SEWER PURPOSES.
EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL SUPPLY
SYSTEMS PURPOSES.
6' WIDE EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL
SUPPLY SYSTEMS PURPOSES.
20' WIDE EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL
SUPPLY SYSTEMS PURPOSES.
EASEMENT TO SOUTHERN CALIFORNIA EDISON FOR UNDERGROUND ELECTRICAL SUPPLY
SYSTEMS PURPOSES.
PROPOSED 4' WIDE PUBLIC STREET EASEMENT TO BE DEDICATED TO THE CITY OF SANTA ANA.
1
2
3
4
5
6
7
46
47
Behrooz Sarlak 12/15/2025
7.
7
7
%
(2
.
2
%
)
4'
0.5%
0.3%
5'5'
8.
1
7
%
2.
0
%
4'
7.2%40
40
4.9%4.5%
(0.4%)5'5'
5.5%
(132.25)FL
(132.58)TC
FL
132.29
FL
132.27
(132.20) FL
(132.54) TC
JOIN-FS
(132.91)
JOIN-FS
(132.90)
FS
132.82
FS
132.83
(132.08)FL
(132.41)TC FL
132.07
FL
132.05
(132.04) FL
(132.37) TC
8'
(2
.
2
%
)
(2
.
6
%
)
(E) 4" ROLLED CURB
9.
4
'
JOIN-FS
(132.41)
JOIN-FS
(132.38)
5.
0
%
JOIN-FS
(132.18)
JOIN-FS
(132.16)
5.
0
%
FS
132.91
FS
132.91
3.6%
JOIN-FS
(133.24)
JOIN-FS
(133.39)
(2.
5
%
)
FS
(133.17)
(E) BUILDING OVERHANG
(E) BUILDING (FF=133.72)
EX.
R/W
PROP.
R/W
4' PROPOSED PUBLIC
ROAD EASEMENT
STREET IMPROVEMENTS
PER SEPARATE PLAN
134.50 FS
134.44 FS
134.47 TC
(134.00) JOIN
42
33
EX. GROUND
-0.3%(133.85) JOIN-FL
(133.93)FS (1.1%)
2.0%
6.5%
LANDSCAPING
19'
8' ACCESSIBLE
RAMP
6'
SIDEWALK
1ST STREET
PL
32
EXISTING ASPHALT
FINISHED SURFACE
PL
32
3342
32
EX. CURB &
GUTTER
32(133.37) JOIN
(133.25) JOIN(132.49) JOIN
39
LANDSCAPING
LANDSCAPING
132.89 FS
132.79 TC
-2.0%
10' EASEMENT
FOR SEWER
PURPOSES
6' SCE
EASEMENT
24.73' DRIVE AISLE
LANDSCAPING
EX. LANDSCAPING
32' ANGLED PARKING STALLS 21.73' DRIVE AISLE
10.8' ANGLED
PARKING STALLS
PL
PROP. PLANTER AREA
PER LANDSCAPE PLANS,
SEE SHEET LC.2
(131.65) JOIN
(131.24) JOIN
EX. 5-STORY
BUILDING
39 EX. 4" ROLLED
CURB & GUTTER
EX. PAVEMENT
ENTRANCE
10' EASEMENT
FOR SEWER
PURPOSES
6' SCE
EASEMENT
(FF=133.72)
EXISTING ASPHALT
FINISHED SURFACE
EX. PLANTER
25.65' DRIVE AISLE
(132.28)EG
(132.51)TC
(133.59)FS-GB
(3.3%)
(1.6%)
(2.5%)
41
(132.75)FS
(132.89)FS
EX. 5-STORY
BUILDING
35
EX. 4" ROLLED
CURB & GUTTER 132.40 FS
(133.00) JOIN
EX. CONC.
2.4%
1.9%
132.63 FS-GB
(132.05)FS
(131.94)EG
(132.23)TC
(2.0%)
EX. LANDSCAPING
(FF=133.72)41
JOIN-FS
(132.30)
JOIN-FL
(132.21)
JOIN-FS
(132.16)
2.0%
JOIN-FL
(132.08)
JOIN-FS
(132.24)
JOIN-FS
(132.24)
1.3%
FL
132.18
JOIN-FS
(132.22)
(E) FL
TRANSITION
FL
(0
.
9
%
)
FL
132.21
FL
132.14
JOIN-FS
(132.17)
0.
5
%
2.5'7.6'
JOIN-FS
(132.29)
CONSTRUCT 6"
P.C.C. CONCRETE
5.6'2'
3'
10
'
PUBLIC WORKS AGENCY
REVISIONS REFERENCES
Underground Service Alert
of Southern California
Know what's below.
before you dig.Call
R
0
Scale 1" = 20 ft
10 20 40 60
GRIND & OVERLAY DETAIL A
ACCESSIBLE RAMP DETAIL
SECTION A
SECTION B
SECTION C
GRADING CONSTRUCTION KEYNOTES / LEGEND
CONSTRUCT 6-INCH P.C.C. CURB PER SPPWC STD. PLAN NO. 120-3, TYPE A1-6(150).
CONSTRUCT 6-INCH P.C.C. CURB & GUTTER PER CITY OF SANTA ANA STANDARD PLAN NO. 1101, TYPE A-2-6.
CONSTRUCT HARDSCAPE. SEE LANDSCAPE PLANS, SHEET LC.A, FOR PRODUCT SPECIFICATION.
CONSTRUCT CONCRETE, MATCH EXISTING THICKNESS.
CONSTRUCT ACCESSIBLE RAMP PER SPPWC STD. PLAN NO. 111-5, CASE A, TYPE 1. SEE DETAIL HEREON.
PROPOSED 8' HIGH GATES AND FENCING PER LANDSCAPE PLAN, SHEET LC.2.
CONSTRUCT 4-INCH PERVIOUS CONCRETE WALKWAY. SEE LANDSCAPE PLANS, LC.A, FOR PRODUCT SPECIFICATION.
32
33
39
40
41
42
SECTION D
GUTTER TRANSITION DETAIL
35
Behrooz Sarlak 12/15/2025
P
GS
13
3
.
4
2
GS
13
3
.
2
4
GS
13
3
.
0
9
GS
13
2
.
9
9
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
8
"
&
1
2
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
6
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
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&
1
0
'
D
r
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p
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D
1
2
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0
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D
r
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p
VL
T
13
2
.
1
9
G GM
12
2
3
13
3
.
8
2
GS
13
2
.
1
9
GS
13
2
.
0
4
GS
13
3
.
0
1
GS
13
3
.
5
0
GS
13
3
.
2
7
HYD
IM
IM
IM
IM
IM
IM
IM
DE
C
D
1
2
"
&
1
0
'
D
r
i
p
DE
C
D
1
2
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&
1
0
'
D
r
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p
DE
C
D
1
2
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&
1
0
'
D
r
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p
DE
C
D
1
2
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&
1
0
'
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p
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D
1
2
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&
1
0
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1
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1
0
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D
r
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VL
T
13
0
.
8
8
VL
T
13
0
.
8
0
VL
T
13
0
.
7
6
VL
T
13
0
.
8
8
GS
13
0
.
6
1
GS
13
0
.
3
9
GS
13
0
.
1
9
GS
13
0
.
3
6
GS
13
0
.
6
7
GS
13
0
.
3
2
FI
N
I
S
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D
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L
O
O
R
13
3
.
7
2
GS
13
2
.
1
0
GS
13
2
.
6
7
DE
C
D
1
6
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&
1
0
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D
r
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p
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1
6
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&
1
0
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1
6
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6
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CA
B
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13
4
.
4
9
CA
B
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T
13
4
.
4
8
CA
B
I
N
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T
13
4
.
4
5
CA
B
I
N
E
T
13
4
.
4
7
VL
T
13
4
.
4
2
VL
T
13
4
.
8
5
VL
T
13
4
.
4
5
VL
T
13
4
.
4
9
FD
C
IM
RP
P
A
DE
C
D
1
2
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&
1
0
'
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i
p
DE
C
D
1
2
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&
1
0
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1
2
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&
1
0
'
D
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D
1
2
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&
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0
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D
r
i
p
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1
2
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&
1
0
'
D
r
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p
DE
C
D
1
2
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&
1
0
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D
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i
p
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1
2
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&
1
0
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D
r
i
p
DE
C
D
1
2
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0
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D
r
i
p
S
SS
M
H
RI
M
:
1
3
1
.
3
4
S
SS
M
H
RI
M
:
1
3
1
.
4
0
S
SS
M
H
RI
M
:
1
3
1
.
4
7
S
SS
M
H
RI
M
:
1
3
1
.
3
9
PL
PL
PL
PL
PL
PL
TRACT 19178
1808 E. FIRST STREET
STAFFORD & TUSTIN
PORTION OF LOT C
APN: 402-201-05
INT
E
R
S
T
A
T
E
5
(
I
-
5
)
(E)18" OCSD VCP SEWER MAIN
(E) 8" FIRE WATER LINE
(E) 3" DOMESTIC WATER LINE
(E) 2" IRRIGATION WATER LINE
(E) 6" FIRE WATER LINE
(E) FIRE DEPARTMENT CONNECTION
TO BE RELOCATED
(E) IRRIGATION
METERS
(E) 6" SEWER
LATERAL
(E) MASONRY WALL
PUMP ROOM
(E) 6" FIRE WATER LINE
(E) 6" FIRE WATER LINE
(E) 4" STORM
DRAINS
(E) 4" STORM
DRAINS
(E) 4" STORM
DRAINS
(E) 4" STORM
DRAINS
(E) 4" STORM
DRAINS
(E) ROCK SPLASH
PAD
(E) ROCK SPLASH
PAD
(E) ROCK SPLASH
PAD
(E) 5-STORY BUILDING
TO REMAIN
60
(N) DETECTOR LOOPS PER
SEPARATE PLAN AND PERMIT
132.37 INV
132.33 FS
132.83 TC
P
VL
T
13
4
.
4
2
VL
T
13
4
.
8
5
VL
T
13
4
.
4
5
VL
T
13
4
.
4
9
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(E) IRRIGATION
BACKFLOW
(E) IRRIGATION
METER
50
51
(N) WATER METER
PER SEPARATE
PUBLIC STREET PLANS
52
53
PL
ULTIMATE R/W
54
55
(E) MONUMENT SIGN
16
'
10.3'
5'
56
51
ALL EXISTING UTILITIES TO REMAIN AND SERVE EXISTING BUILDING UNLESS OTHERWISE NOTED.
PUBLIC WORKS AGENCY
REVISIONS REFERENCES
Underground Service Alert
of Southern California
Know what's below.
before you dig.Call
R
0
Scale 1" = 20 ft
10 20 40 60
WATER CONSTRUCTION KEYNOTES
CONSTRUCT 2" TYP K SOFT COPPER IRRIGATION WATER LINE. CONNECT TO EXISTING IRRIGATION
BACKFLOW. (32 LF)
REMOVE EXISTING IRRIGATION WATER LINE BETWEEN 3" DOMESTIC LINE AND BACKFLOW. (23 LF)
CONSTRUCT 8" DR 14, C900 PVC PIPE FIRE WATER LINE AND INSTALL COMPACT DOUBLE CHECK
DETECTOR ASSEMBLY PER STANDARD PLAN NO. 1433B. EX. PIPE TO BE ABANDONED IN PLACE.
(28 LF, 1 EA.)
CONSTRUCT 3" DR 14, C900 PVC PIPE DOMESTIC WATER LINE AND INSTALL COMPACT REDUCED
PRESSURE PRINCIPLE ASSEMBLY PER STANDARD PLAN NO. 1438. EX. PIPE TO BE ABANDONED IN
PLACE. (61 LF, 1 EA.)
EXISTING FIRE BACKFLOW DEVICE REMOVAL FROM VAULT PER SEPARATE PUBLIC STREET PLANS.
EXISTING WATER METER TO REMAIN. NEW VAULT TO BE CONSTRUCTED PER SEPARATE PUBLIC
STREET PLANS.
EXISTING PIV TO BE REMOVED PER SEPARATE PUBLIC STREET PLANS.
50
52
STORM DRAIN CONSTRUCTION KEYNOTES
CONSTRUCT 4" STORM DRAIN. CONNECT TO EXISTING DRAINS AND OUTLET THRU CURB. MATCH
EXISTING MATERIAL AND SLOPE.60
53
SEE UTILITY DETAIL HEREON
UTILITY DETAIL
54
55
56
52
52
33 LF
Behrooz Sarlak 12/15/2025
P
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PL
PL
PL
PL
PL
PL
TC-1
TC-3
SE-5
SE-5
SE-5
SE-5
TRACT 19178
1808 E. FIRST STREET
STAFFORD & TUSTIN
PORTION OF LOT C
APN: 402-201-05
INT
E
R
S
T
A
T
E
5
(
I
-
5
)
CONTRACTOR TO PROTECT NEAREST
DOWNSTREAM STORM DRAIN INLETS
WITHIN 1ST STREET
(E) FENCE TO REMAIN
(E) FENCE TO REMAIN
A
SE-6
SE-6
SE-6
SE-6
(E) WALL TO REMAINSE-7
WM-8
WM-9
PUBLIC WORKS AGENCY
REVISIONS REFERENCES
Underground Service Alert
of Southern California
Know what's below.
before you dig.Call
R
0
Scale 1" = 20 ft
10 20 40 60
EROSION CONSTRUCTION NOTES / LEGEND
CONSTRUCT 6' HIGH CHAIN LINK FENCE AND GATE WITH GREEN SCREEN.
FIBER ROLLS PER CASQA BMP SE-5.
GRAVEL BAG BERM PER CASQA BMP SE-6 (ACCEPTABLE SUBSTITUTE FOR FIBER ROLLS)
STABILIZED CONSTRUCTION ENTRANCE / EXIT PER CASQA BMP TC-1. SEE DETAIL 1 ON SHEET ED01.
STREET SWEEPING AND VACUUMING PER CASQA BMP SE-7
CONCRETE WASTE MANAGEMENT PER CASQA BMP WM-8.
SANITARY/SEPTIC WASTE MANAGEMENT PER CASQA BMP WM-9.
THE FOLLOWING CASQA BMPS ARE PART OF THE EROSION CONTROL PLAN; HOWEVER, ARE NOT LOCATION
BASED AND CANNOT BE SHOWN HEREON:
SCHEDULING PER CASQA BMP EC-1
WIND EROSION CONTROL PER CASQA BMP WE-1
ENTRANCE / OUTLET TIRE WASH PER CASQA BMP TC-3
PAVING AND GRINDING OPERATIONS PER CASQA BMP NS-3.
CONCRETE CURING OPERATIONS PER CASQA BMP NS-12.
CONCRETE FINISHING PER CASQA BMP NS-13.
MATERIAL DELIVERY AND STORAGE PER CASQA BMP WM-1.
MATERIAL USE PER CASQA BMP WM-2.
STOCKPILE MANAGEMENT PER CASQA BMP WM-3.
SPILL PREVENTION AND CONTROL PER CASQA BMP WM-4.
TEMPORARY EROSION CONTROL PRIOR TO COMPLETION OF FINAL IMPROVEMENTS SHALL BE PERFORMED BY THE CONTRACTOR AS
INDICATED BELOW:
1.ALL GRADED AREAS ARE TO RECEIVE HYDROSEED EROSION CONTROL. HYDROSEEDING TO EXTEND 5 FT BEYOND DAYLIGHT
LINES.
2.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ONSITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3.DEVICES SHOWN ON PLAN SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE RESIDENT ENGINEER.
4.THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER AFTER EACH RUNOFF PRODUCING
RAINFALL.
5.THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
7.ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
8.GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE AT THE CONCLUSION OF
EACH WORKING DAY.
9.TEMPORARY EROSION CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL HYDROSEEDED AREAS ARE ESTABLISHED AND NO
EROSION IS EVIDENT.
10.EXCEPT AS OTHERWISE DIRECTED BY THE CITY INSPECTOR, ALL DRAINAGE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
THE WORKING DAY WHEN THE 48 HOUR FORECAST OF RAIN PROBABILITY IS 40% AND MAINTAINED DURING THE RAINY SEASON
FROM OCTOBER 15TH TO APRIL 15TH OF THE SUCCEEDING YEAR.
11.EROSION CONTROL DEVICES MUST BE IN PLACE DURING THE ABOVE STATED PERIOD.
12.CLEAN OUT MUD AND SILT AFTER EACH RAIN OR AS DIRECTED BY THE CITY INSPECTOR.
13.THE LOCATIONS OF THE GRAVEL BAGS AS SHOWN MAY VARY DUE TO THE FIELD CONDITIONS AND ADDITIONAL GRAVEL BAGS MAY
BE REQUIRED AS DIRECTED BY THE CITY INSPECTOR.
14.FIBER ROLLS MAY BE USED IN PLACE OF GRAVEL BAGS AND SPACING IS TO BE PER STREET SCHEDULE HEREON BELOW AND
SHALL BE PLACED BY FIELD CONDITIONS ALSO, DRIVEWAYS SHALL HAVE GRAVEL BAGS PLACED AT 50 FOOT INTERVALS.
15.PLACE MIRAFI FILTER FABRIC INSERT INTO CATCH BASIN OPENING AND PROTECT WITH GRAVEL BAGS (BMP SE-10).
NOTE:
THE LOCATION AND DESIGN OF ALL EROSION CONTROL MEASURES SHOWN ON THESE PLANS ARE TENTATIVE ONLY AND ARE SUBJECT
TO REVISIONS AS DETERMINED BY THE RESIDENT INSPECTOR OR THE CITY ENGINEER. ACTUAL EROSION CONTROL MEASURES SHALL
BE INSTALLED TO THE SATISFACTION OF THE RESIDENT INSPECTOR, AS CONDITIONS WARRANT. SILT, DEBRIS, AND MUD SHALL BE
PROMPTLY REMOVED FROM ALL EROSION CONTROL STRUCTURES AFTER EACH RAIN TO THE SATISFACTION OF THE RESIDENT
INSPECTOR. THE CITY MAY CONDUCT REGULAR SITE INSPECTIONS TO ASSESS CHANGING CONDITIONS AND DETERMINE THE
NECESSITY OF ADDITIONAL CONTROL MEASURES.
1.THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL EROSION CONTROL FACILITIES AS SHOWN ON THE APPROVED
EROSION CONTROL PLAN OR AS DIRECTED BY THE CITY ENGINEER AT THE END OF EACH WORKING DAY.
2.THE CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL IS INDICATED HERE: INGRID CANEDO
24 HOUR CONTACT TELEPHONE NUMBER: (818) 309-3664
EROSION CONTROL NOTES
SE-5
TC-1
EC-1
SE-6
SE-7
WE-1
TC-3
NS-3
NS-12
NS-14
WM-1
WM-2
WM-3
WM-4
WM-8
WM-9
A
Behrooz Sarlak 12/15/2025
PUBLIC WORKS AGENCY
REVISIONS REFERENCES
Underground Service Alert
of Southern California
Know what's below.
before you dig.Call
R
STABILIZED CONSTRUCTION ENTRANCE1
Behrooz Sarlak 12/15/2025