HomeMy WebLinkAbout2726_Strawberry_P0115351_2024-192082_Grading - PlanGBNEB41 GB4DCNG NOTBS·
I. ALL GRADING SHALL COMPLY WITH 2010 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 FOUOWING 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 PERMIITED
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 FIU SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO I
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 ORAPPROVEDEQUIVALENT.
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 SLOPED 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 RECOMMENDED TREATMENT TO
THE CITY ENGINEER FOR APPROVAL.
JO. THE PERMITEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER
ACTIVE SITES AT LEAST TWICE DAILY.
II. THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE
RESPONSIBILITY OF THE PERMITTEE.
12. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITmN
ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED
BETWEEN THE HOURS OF 5:00P.M AND 7:00A.M
13. THE PERMITTEE SHAU 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 PERMIITED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO
DESIRES, UNLESS OTHERWISE PROTECTED BY LAW.
14. AU EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN
OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE
PERMIITEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO
OBSTRUCTING NATURAL DRAINAGE PAITERNS.
15. APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND
MAIN'I'AINED 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 SHAU 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 Ill 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 BAITERY FLUIDS;
FERTILIZERS, VEfilCLES/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 FLUSHJNGS.
DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A
SPECIFIED AND CONTROUED 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 PERMIT FROM THE
RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.
18. AU 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 WIU BE CAUSE FOR STOPPING ALL SUCH
GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS
THE STREETS ARE CLEANED.
19. AU TRUCKS HAULING DIRT. SAND, OIL, OR OTHER LOOSE MATERIALS ARE
TO BE COVERED OR SHOULD MAJN'I'AJN A LEAST TWO FEET OF FREEBOARD
IN ACCORDANCE WITH THE REQUIREMENTS OF eve SECTION 23ll4.
20. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF AU 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 SECTION SHAU BE:
COMMERCIAL AND INDUSTRIAL:
PARKING STALLS -3" A.C. OVER 6" A.B
DRIVE AISLES-3" A.C. OVER 10" A.B.
MULTI-FAMILY.·
PARKING STALLS-3" A.C. OVER 4" A.B.
DRIVE AISLES-3" A.C. OVER 8" A.B.
OR PER THE GEOTECHNICAL REPORT WHEN THICKER SECTION IS REQUIRED.
22. EARTHWORK VOLUMES:
CUT.·5CUBIC YARDS
FILL: 35CUBIC YARDS
NET.· 30CUBIC YARDS
SUBMIT HAUL ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 CUBIC
YARDS.
23. 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.
ESTIMATE OF EARTHWORK QUANTITIES:
CUT-5 C.Y. FILL -35 C.Y.
OVEREXCAVATION-30 C.Y.
ACREAGE -0.27 ACRE
PRIVATE ENGINEER'S. NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH
OR AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR
STRUCTURES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR
OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC JS PROTECTED. ALL CONTRACTORS AND
SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR,
AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS."
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PROPOSED NEW DETACHED ADU
DUNG PHAM
2726 STRAWBERY LN, UNIT 2, SANTAANA, CA 92706
CONTRACTOR FURTHER AGREES THAT HE SHAU ASSUME SOLE AND COMPLETE RE-SPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF Tms PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE-MENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WOR.KJNG HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC-TJON WITH THE
PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
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IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE STAKES BEFORE COMMENCING THE OPERATIONS. SHOULD OCCASION
ARISE WHERE THE VALIDITY OF A STAKE JS QUESTIONABLE, EITHER AS TO ITS LOCATION OR THE OFFSET MARKED THEREON, OR AS TO THE
ELEVATION OF CUT OR FILL MARKED THEREON. CONTRACTOR SHALL NOTIFY THE ENGINEER WHO WILL CHECK THE STAKE OR STAKES IN
QUESTION. ANY STAKES FOUND TO BE IN ERROR WJLLBE RESET WITHOUT CHARGE. IT JS UNDERSTOOD THAT THE ENGINEER WILL NOT BE
CHARGED FOR ANY STANDBY OR "DOWN" TIME AS A RESULT OF SUCH CHECKING AND/OR RESEITING PROCEDURE. THE ENGINEER IS NOT
LIABLE FOR AUEGED ERRORS WHEN STAKES HAVE BEEN DESTROYED AND FIELD NOTES AND RECORDS INDICATE STAKES WERE SET
CORRECTLY.
EXACT LAYOUTS OF ALL HARDSCAPE ELEMENTS MAY NEED TO BE MODIFIED AND SOME FIEWADJUSTMENTS MAY BE NECESSARY. THE
CONTRACTOR SHALL INCLUDE AS PART OF THE BID, TIME AND LABOR FOR ANY MODIFICATIONS NECESSARY TO IMPLEMENT THE INTENT OF
THE DRAWINGS.
THE CONTRACTOR IS RESPONIBLE FOR DETERMINING QUANTITIES. THE IMPROVEMENTS AND EARTHWORK QUANTITIES SHOWN HEREON
ARE NOT TO BE USED FOR BIDDING OR ESTIMATING.
CALIFORNIA COUNCIL OF CIVIL ENGINEER & LAND SURVEYOR
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.· THAT Tms REQUIREMENT SHAU BE MADE TO
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WOR.KJNG HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FORM ANY AND ALL LIABILITY. REAL OR AUE GED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
PROFESSIONAL.
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UNAUTHORIZED CHANGES & USES
CAUTION: 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.
NOTES:
I-ALL CONSTRUCTION WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE UNDER SEPERATE PERMIT.
2-THE CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT SOIL REPORT AND ANY SUPPLEMENTS.
3-THE CONTRACTOR JS RESPONSIBLE FOR DETERMINING IMPROVEMENT AND EARTHWORK QUANTITIES. THE
IMPROVEMENTS AND EARTHWORK QUANTITIES SHOWN HEREON ARE NOT TO BE USED FOR BIDDING OR
ESTIMATING.
4-FOR INFORMATION ONLY. BLOCK WALLS TO BE INSPECTED BY OTHERS UNDER A SEPARATE PERMIT. APPROVAL OF
Tms PLAN DOES NOT CONSTITUTE APPROVAL OF THE STRUCTURAL INTEGRITY OF BLOCK WALLS.
GENERAL NOTES FOR PUBLIC WORKS PERMITTED WORK ON WAT.ER DISTRIBUTION SYSTEM
I. 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 SANTAANA 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 SANTAANA 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 SUBMIITED TO THE WATER RESOURCES DIVISION 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 TESTED 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 SHUT DOWN SHALL BE NOTIFIED IN WRITING 48 HOURS IN ADVANCE BY THE
CONTRACTOR.
9. THE CITY OF SANTAANA 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 wmcH 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.
II. 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 WIU NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW DEVICES REQUIRED FOR THE
BUILDING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED, TESTED, APPROVED, AND SIGNED OFF BY THE CITY CONTACT
WATER RESOURCES DIVISION AT 714 647 3320.
13. ALL WATER MAINS SHALLBEAWWA C-900 PVC, DR14 PIPE ORAWWA C-151 DUCTILE IRON PIPE. ALL OTHER PIPE MATERIALS
REQUIRE SPECIAL REVIEW AND APPROVAL FROM WATER RESOURCES DIVISION.
14. WATER MAINS SHALL HAVE 36" MINIMUM COVER TO FINISHED GRADE. ANY DEVIATION FROM TmS REQUIREMENT REQUIRES
APPROVAL FROM 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 PREVENTERS, FIRE HYDRANTS AND STANDPIPES, AND VALVES SHALL BE
PAINTED AS FOUOWS.
a. DOMESTIC WATER: BLUE
b. POTABLE JRRJGATION: GREEN
c. RECYCLED IRRIGATION.· PURPLE
d. 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 NUMBER 1443.
INDEX TO PROJECT DRAWINGS
SHEETNO. DESCRIPTION
I TITLE SHEET. EROSION & HORIZONTAL CONTROL PLAN
2 DRALNAGE PLAN, DETAILS AND SECTIONS
EROSION CONTROL NOTES
ITEM DESCRIPTION
(SE-6) INST.AU TYPICAL GRAVEL BAG PER DETAIL HEREON
(WM-8) CONCRETE WASTE MANAGEMENT PER DETAIL HEREON
(WM-1) MATERIAL DELIVERY AND STORAGE
(WM-) SANITARY WASTE MANAGEMENT (PORTABLE TOILET)
INLET PROTECTION PER DETAIL HEREON
GENERAL NOTES FOR PUBLIC WORKS PERMITTED WORK ON SEWER COLLECTION SYSTEM
I. 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 AMERICAN PUBLIC WORKS ASSOCIATION
(APWA} SPECIFICATIONS.
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 APWA
SPECIFICATIONS. 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 SUBMIITED IN A DIGITAL FORMAT TO THE WATER RESOURCES DIVISION FOR REVIEW AND FINAL
ACCEPTANCE OF WORK.
4. ALL SEWER MAINS SHALL BE VITRIFIED CLAY PIPE (VCP) PIPE 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.
6. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCmNG.
7. WHEN PUBLIC SEWER FACJLIDES ARE LOCATED ON PRIVATE PROPERTY. EASEMENT DOCUMENTS ARE TO BE SUBMIITED TO
CITY FOR APPROVAL PRIOR TO A PERMIT BEING ISSUED.
8. FINAL ACCEPTANCE WIU NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON MY.UR AND DIGITAL FORMAT ARE
DELIVERED TO AND ACCEPTED BY THE CITY'S INSPECTOR. SHOW ALL FIELD CHANGES ON RECORD DRAWINGS.
9. SEWER SYSTEM MANHOLE COVERS AND RINGS REMOVED FROM THE FIELD SHALL BE RETURNED AND DELIVERED TO THE
CITY WATER RESOURCES DIVISION YARD LOCATED AT 215 S. CENTER STREET. PRIOR NOTIFICATION OF THE DELIVERY IS
REQUIRED AT 714-647-3320.
Stockpiled Material
2 GRAVELBAG HIGH
MIN. FOR ALL STORM
DRAIN INLETS
18. DO NOT TAP EXISTING MAINS WITHOUT THE PRESENCE OF A CERTIFIED PUBLIC WORKS INSPECTOR. PRESSURE TEST TAPPING
SLEEVE IN THE PRESENCE OF A CERTIFIED PUBLIC WORKS INSPECTOR BEFORE TAPPING EXISTING MAIN
19. FINAL ACCEPTANCE WILL NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON MYLAR AND DIGITAL FILE ARE DE.LIVERED TO
AND ACCEPTED BY THE CITY'S INSPECTOR. SHOW ALL FIELD CHANGES ON RECORD DRAWINGS.
20. TRENCH PLATES SHALL BE FLUSH WITH PAVEMENT AND SHAU BE NON-SKID.
GRAVELBAG AT STORM DRAIN INLET 0
N.T.S.
21. WHEN PUBLIC WATER FACILIDES ARE LOCATED ON PRIVATE PROPERTY EASEMENT DOCUMENTS ARE TO BE SUBMIITED 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" X 36" IRON VAULT LID COVERS AND
DELIVER UNDAMAGED TO THE CITY WATER RESOURCES DIVISION YARD LOCATED AT 215 S. CENTER STREET. PRIOR
NOTIFICATION OF THE DE.LIVERY 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 NOT REMOVE OR DISPOSE EXISTING WATER METERS. CONTRACTOR SHALL APPLY FORAN ABANDON
WATER METER APPLICATION. CONTRACTOR SHALL CONTACT WATER RESOURCES DmSION AT 714-647-3320 FOR EXISTING
METER REMOVALS.
26. INSTALLATION OF NEW WATER METER SERVICE CURB STOP SHALL BE DONE AFTER INSTALLATION OF NEW CURB AND GUITER
OR AFTER CONTRACTOR HAS ESTABLISHED THE PROPOSED CURB GRADE BY STAKING OF THE PROPOSED CURB.
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Notes:
SANDBAGS/GRAVEL BAGS
PLACED TJGHI'LY TOGETHER
ALL AROUND MATERIAL
1. Dirt and other construction related materials placed in the street or on other impervious
surfaces must be contained with sandbags or other measures to prevent transport to the
stormdrain system.
2. Any constrnction material stored or stockpiled on-site shall be protected from being
transported by the force of wind or water.
MATERIAL STORAGE(})
N.T.S.
3" MIN OPENING BETWEEN
BAGS TOP ROW
E~92~T,
SECTION 1-1
R
TYPICAL GRAVELBAG DETAIL0
N.T.S.
LEGAL DESCRIPTION:
TRACT 1351, LOT 32, BOOK 41, PAGE 27
APN: 101-1£-28
Notes:
CONCRETE
WASHOUT
AREA
1. Excess and wmte concrete shall not be washed into the street or into a drainage system.
2. For washout of concrete and mortar products, a desig1Jated containment facility of
sufficient capacity to retain liquid mid solid waste shall be provided on site.
3. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried,
picked up and disposed of properly.
CONCRETE WASTE MANAGEMENT (})
N.T.S.
FOR PUBLIC SEWER AND WATER FACILITIES ONLY
APPROVED BY.·
CESARE. BARERRA P.E.
DEPUTY PUBLIC WORKS DIRECTOR/
WATER RESOURCES MANAGER
DATE
24.5'
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VICINITY MAP
NTS
2 .8' 15.5'
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WESTMINSTER ST
Underground Service Alert BENCH MARK REVISIONS DEVELOPER/OWNER SOILS ENGINEER APPROVED BY, DRAWN BY, KN 08/2024 TITLE SHEET, EROSION & nss, DESIGNED BY, LP 08/2024
JC-ll6-69: 95.809 (NAVD88 2005)
LY PHAN --\ p 1-f
REV. DATE BY DESCRIPTION APP'V'D BUILDING DEPT. CHECKED BY, BT 08/2024 HORIZONTAL CONTROL PLAN APPROVED BY: P.E. PREPARED UNDER THE SUPERV1SION OF:
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1 w Call: TOLL FREE i u (~ "' 1-800-422-4133 -MONUMENT IS LOCATED IN THE NORTHWESTER.LY CORNER OF
THE INTERSECTION OF WESTMINSTER BOULEVARD AND
FAIRVIEW ROAD, 112 FT. NORTHERLY OF THE CENT.ERLINE OF
WESTMINSTER BOULEVARD AND 45 FT. WESTER.LY OF THE
CENT.ERLINE OF FAIRVIEW ROAD. MONUMENT JS SET LEVEL
WITH THE SIDEWALK
DUNGPHAM TMC ENGINEERS INC.
2726 STRAWBERY LN TIENCHU,PE
SANTA ANA, CA 92706 RCA 72324, EXP. 6-30-2026
7/4-856-212/ 9542 PACIFIC AVE, ANAHEIM, CA 92804
RCE63381 No. C63381
EXP. 9-30-2026 DUNG PHAM PLANNING DEPT.
10082 EMERSON AVE ~ APPROVED BY, IV\\. GARDEN GROVE, CA 928 2726 STRAWBERY LN, UNIT 2 -TEL. (714) 829-5053
TWO WORKtNG DAYS BEFORE YOU DIG
PUBLIC WORKS DIRECTOR TEL. (714) 548-1233 SANTA ANA, CA 92706 R.C.E. NO., EXP. DATE, EMAILLYJ0@GMAIL.COM R.C.E. NO., 633B1 EXP. DATE, 9/30/2026
.... "' I,:,
!:::1 "' ~ :a,;
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Behrooz Sarlak 3/7/2025
~ PROPOSED ELEVATIONS
~ EXISTING ELEVATIONS
PROPERTY LINE
-E-ELECTRICAL LINE
-x-CHAIN LINK FENCE
-RW-RECLAIMED WATER
-s-SEWER LINE
-T-TELEPHONE LINE
-w-WATER LINE
BLOCK WALL
&. ~ EDGE OF PAVEMENT
/ / / EXISTING BUILDING
AC ASPHAL TIC CONCRETE .. DRAINAGE DIRECTION
P<·>,'I A.C.
c::;::J CONCRETE
C8J WATER METER
KEYNOTES
(PROTECT IN PLACE)
ITEM DESCRIPTION
0 PROTECT IN PLACE EXISTING CURB AND GUTTER
0 PROTECT IN PLACE EXISTING POWER POLE
0 PROTECT IN PLACE EXISTING DRIVEWAY APPROACH
0 PROTECT IN PLACE EXISTING LANDSCAPE AREA & TREE
0 PROTECT IN PLACE EXISTING BLOCKWALIJFENCE
0 PROTECT IN PLACE EXISTING CONCRETE DRIVEWAY
0 PROTECT IN PLACE EXISTING CONCRETE WALKWAY
LEGEND
BSW BACK OF SIDEWALK INV INVERT
CL CENTERLINE IRRBOX IRRIGATION BOX
co CLEAN OUT LF LINEAR FEET
CONG CONCRETE LS LUMP SUM
CP SURVEY CONTROL POINT LT LIGHT
DCK TOP OF DECK OG ORIGINAL GROUND
DWNSPT DOWN SPOUT POC POINT OF CONNECTION
EG EXISTING GRADE PS PIPE SLOPE
EP EDGE OF PAVEMENT SF SQUARE FEET
FF FINISHED FLOOR SGN SIGN
FG FINISHED GRADE TC TOP OF CURB
FH FIRE HYDRANT TCW TOP CONG. WALL
FL FLOW LINE TG TOP GRATE
FTG TOP OF FOOTING TP TOP OF PIPE
FS FINISHED SURF ACE TR TOP OF RAIL
GB GRADE BREAK TOR TOP OF RAMP
GM GAS METER WV WATER VALVE
HP HIGH POINT ~ LANDSCAPED AREA
i SURF ACE FLOW DIRECTION
.
-tOt FIRE HYRANT ~ PORCH
e l2ZJ NEW AC
EXISTING TREE
CONSTRUCTION NOTES -EST/MA TED QUANTITIES
*
*
*
ITEM DESCRIPTION ON-SITE OFF-SITE
CD CONSTRUCT DRAIN BOX INLET PER DETAIL HEREON 3EACH
0 INSTALL CURB DRAIN WITH 3-112" SCH 60 PVC PIPE !EACH PER CJTYOF SANTAANA STD. 319 (n=l)
0 INSTALL CLEAN-OUT PER CITY STD. 1204 2EACH
0 INSTALL DOWNSPOUT PER DE'I'AJL HEREON 3EACH
CD NEW LANDSCAPE AREA 1,200SF
0 ETCH A "W" ON THE CURB FACE TO DENOTE THE WATER METER 2EACH
(!) ETCH A "S" ON THE CURB FACE TO DENOTE THE EXISTING !EACH SEWER LATERAL
® REMOVE EXISTING CONCRETE AREA 800SF
0 CONSTRUCT NEW 4" CONCRETE WALKWAY 650SF
@ REMOVE & REPLACE CONCRETE AREA 290SF
® REMOVE EXISTING SHED 4EACH
@ INSTALL 3" PVC DRAINAGE PILE 90LF
@ CONSTRUCT NEW V-GUTTER PER DETAIL HEREON£ 19LF
* THE FOUOWING ITEMS REQUIRE A SEPERATE PUBUC WORKS ENCROACHMEm PERMIT: 0 0 0
P!L P!L
10' & Var
0
"'
P/L
12' & Var
0
3'
0
6"MIN
3'
0
FL
PERPLAN
"MIN
GRADING LTMIT
20.5'
(N) UNIT#2
F.F.=97.09
PAD=96.42
UPACTED SUBGRADE
SECTION A-A
N.T.S.
3' 12.5'
0 0
"~ 611 MIN "'"' ~
GRADING UMIT
40.8' 4'
(N) UNJT#2 0
FL
ERP
F.F.=97.09 6" MIN
l% 2% +-l=~=========='"PA;;;D;,,,=,,;9;;6.4;;;2;.,.,.,===="====.½ES<I -+ l% 2% ¥1!!._ !1!l!-:~:i_:'._~~•:9f1/t .. ~·~-?:~:,,~j~;:v~<~;::,y,~\\;:s:t\!'.~,~:\:Y#=:?:~\~¥,~>~~-~-'.~~0?,;-~,_~~:~~,1·.,:·;,;?:,~~(:··· "· -: , ··---:: '_~_·;_ •• _>l-:-· .... ., ,_ Yf&_ .NI!!-
• :: t\f 0:.~«(«(«(«(«(«(~~ AC % % ~«(«(~ J;:_)'. :;::>,',;"-»"-»'\:/.»: >'>-Y>-»"-»~ >'>-Y>-Y>->;
'A..V..~ CTED SUBGRAD
SECTIONB-B
NT.S.
Underground Service Alert
~
«,oRc reu BENCH MARK REVISIONS DEVELOPER/OWNER
sc~"
1 w Call: TOLL FREE i u (~ "' 1-800-422-4133 --
TWO WORKING DAYS BEFORE YOU DIG
REV. DATE BY DESCRIPTION APP'V"D
JC-116-69: 95.809 (NAVD88 2005)
MONUMENT TS LOCATED IN THE NORTHWESTERLY CORNER 0Ff---+----+--+----------+----,
THE INTERSECTION OF WESTMINSTER BOULEVARD AND
FAJRv.TEW ROAD, 112 FT. NORTHERLY OF THE CENT.ERLTNE OF
WESTMINSTER BOULEVARD AND 45 FT. WESTERLY OF THE
CENT.ERLTNE OF FA/Rv.TEW ROAD. MONUMENT JS SET LEVEL
WITH THE SIDEWALK.
DUNGPHAM
2726 STRAWBERY LN
SANTA ANA, CA 92706
714-856-2121
T.G. ELEV.
(SEEPLAN)
REDUCE
PIPERIS
10
!
GRAPHIC SCALE
5 0 10
·~~1 !
SCAI.E: IN f'E:E:1
I inc/I = 10 II.
SPEED-D-TUFF GRATE
N.D.S. No. 1212 (GREEN)
1-.---1¥---1; ORAPPROVEDEQUAL
F.G.
GRATE HOUSING
ADDAPTER N.D.S. No. 1212
OR APPROVED EQUAL
3"PVC
•~:··--------
NOTE: FOR BINDING
A.B.S. TOP. V.C.
CONTRACTOR TO USE WEW
ON 194SOLVENTOREQUAL
~--Y_J.-~
TNV. ELEV.
(SEEPLAN)
DETAIL(})
NT.S.
GUT.TER DRAIN
DOWNSPOUT DETAIL 0
N.T.S.
FLPERPLAN
-------t~ 12" 7
4" so/o _..::,;.--:
V-GUTTER DETAIL 0)
N.T.S.
SOILS ENGINEER
TMC ENGINEERS INC.
TIENCHU,PE
RCA 72324, EXP. 6-30-2026
9542 PACIFIC Av.E, ANAHEIM, CA 92804
TEL. (714) 829-5053
I
DRAINAGE PLAN
STANDARD SEWER NOTES:
1. CONSTRUCTION AND INSTALLATION OF AU SEWER MAINS AND APPURTENANCES SHALL
BE IN ACCORDANCE WITH THE CJTY 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 PUBUC WORKS CONSTRUCTION, 2012 EDITION.
2. CONSTRUCTION OF SEWER MAINS AND APPURTENANCES SHALL ONLY BE PERFORMED BY
QUAUFIED comRACTORS WITH A VALTD CALIFORNIA CONTRACTOR A OR C34UCENSE.
3. ALL NEWLY CONSTRUCTED SEWER MAINS AND APPURTENANCES SHALL BE TESTED IN
ACCORDANCE WJTH THE 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 SERVICES COMPANIES (NASSCO) CERTIFIED TECHNICIAN AND
VIDEO SUBMIT.TED IN A DTGJTAL FORMAT TO THE WATER RESOURCES DIVTSION FOR
REVIEW AND FTNALACCEPTANCE OF WORK.
4. ALL SEWER MAINS SHALL BE VITRIFIED CLAY PIPE (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-SKTD.
6. comRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTIUTIES AND POINTS OF
CONNECTION PRIOR TO TRENCHING.
7. WHEN PUBLIC SEWER FACTLTTIESARE LOCATED ON PRIVATE PROPERTY, EASEMEm
DOCUMENTS ARE TO BE SUBMIT.TED TO CITY FOR APPROVAL PRIOR TO A PERMIT BEING
ISSUED.
8. FINAL ACCEPTANCE WILL NOT OCCUR umIL ORIGINAL RECORD DRAWINGS ON MYLAR
AND DIGJTAL FORMAT ARE DELiv.ERED 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.
APPROVED BY: nss,
BUILDING DEPT. LY PHAN '\ Pff
APPROVED BY: P.E.
RCE63381 No. C63381
PLANNING DEPT. EXP. 9-30-2026
APPROVED BY: 10082 EMERSON AVE
GARDEN GROVE, CA 928 IV\\.
PUBLIC WORKS DIRECTOR
R.C.E. NO.: EXP. DATE:
TEL. (714) 548-1233
EMAILLYJ0@GMAIL.COM
DRAWN BY:
SEWER AND WATER CONSTRUCTION NOTES:
®-PROTECT IN PLACE EXISTING 4" SEWER LATERAL.
@-PROTECT IN PLACE EXISTING 5/8" WATER METER
CONSTRUCT 1" WATER SERVICE WITH 3/4" METER PER STANDARD PLAN NO. 1401 FOR
DOMESTIC USE. WATER METER TO BE INSTALLED BY CITY FORCES AFTER SUBMISSION
OF A WATER METER APPUCATION AND PAYMENT OF FEES. comACT THE WATER
RESOURCES DIVTSION AT 714-647-3320 FOR ASSISTANCE. PAVEMEm RESTORATION PER
STANDARD PLAN NO. 1150. SIDEWALK RESTORATION PER CITY STD PLAN NO. /104
PRESSURE REDUCING VALVE NOTES:
INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF THE
AVERAGE STATIC PRESSURE IN THE PUBLIC WATER MAIN IS 80 PSI OR MORE. WHERE REQUIRED, THE
WATER SERVICE SHALL BE PROVIDED WITH APPROVED PRESSURE REGULATORS SET ATB0 PSI AND
SHALL BE INSTAUED PER CITY OF SANTA ANA'S STANDARD PLANS OR APPROPRIATE GOVERNING
AGENCY'S STANDARDS. PRESSURE REGULATORS SHALL BE INSTALLED ON PRIVATE PROPERTY AND
SHALL BE MAimAINED BY THE PROPERTY OWNER.
(COmACTWATER QUALTTY INSPECTORAT(714) 647-3341 FOR PRESSURE REDUCING VALVES
QUESTIONS/CONCERNS)
KN 08/2024
DESIGNED BY: LP OB/2024 DRAINAGE PLANS & DETAILS CHECKED BY: BT 08/2024
PREPARED UNDER THE SUPERV1SION OF:
DUNG PHAM ~ 2726 STRAWBERY LN, UNIT 2
SANTA ANA, CA 92706 R.C.E. NO.: 63381 EXP. DATE, 9/30/2026
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Behrooz Sarlak 3/7/2025