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O RAIIV
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<br />GENERAL NOTES
<br />1. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE AGC/APWA
<br />STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (CURRENT EDITION) AND SUPPLEMENTAL STANDARD
<br />PROVISIONS ISSUED BY AND FOR USE IN THE CITY OF SANTA ANA.
<br />2. CONTRACTOR SHALL COMPLY WITH STANDARD PLAN NO. 1160. REFER TO
<br />https: //www.santo-ano.org/sites/default/files/Documents/1160-st.pdf. COPIES ARE AVAILABLE AT THE PUBLIC
<br />WORKS COUNTER.
<br />3. WITHIN 72-HOURS AFTER FINAL SURFACING IS PLACED, ALL MANHOLE AND VALVE BOX FRAMES AND COVERS SHALL
<br />BE ADJUSTED BY THE DEVELOPER TO FINISH GRADE. THIS IS TO BE DONE PRIOR TO PLACING SEAL COAT.
<br />4. WHEN CONSTRUCTION OF ASPHALT CONCRETE (AC) PAVEMENT INCLUDES REPLACEMENT OF PAVEMENT OVER
<br />TRENCHES, PATCHES OR CUTS OR AN AC OVERLAY, PAVEMENT SHALL BE COVERED WITH PENETRATION TYPE
<br />ASPHALT EMULSION (0.07 GALLONS PER SQUARE YARD) AFTER STREET PAVEMENT HAS BEEN CLEANED. FOG SEAL
<br />COAT IS NOT REQUIRED FOR CONSTRUCTION OF NEW STREETS OR WIDENING OF EXISTING STREETS.
<br />5. FEATHER AC WHERE MEETING EXISTING PAVEMENT. FEATHER TO LANE LINE OR A MINIMUM OF 10 FEET OR AS
<br />DIRECTED BY THE CITY ENGINEER.
<br />6. THE ENGINEER FOR THE SUBDIVIDER SHALL PROVIDE HUBS IN THE STREET FOR FINISHED SUBGRADE AND FINISHED
<br />GRADE AT THE CROWN, AT ALL POINTS WHERE ELEVATIONS ARE SHOWN ON THE PLANS AND AT ANY ADDITIONAL
<br />POINTS REQUIRED BY THE CITY ENGINEER.
<br />7. AT THE TIME OF COMPACTING THE BASE SOIL AND PREPARING SUBGRADE, IF THE MOISTURE CONTENT IS SUCH THAT
<br />THE SPECIFIED RELATIVE COMPACTION CANNOT BE OBTAINED OR THE SUBGRADE IS YIELDING, THE FOLLOWING
<br />REMEDIAL ACTION SHALL BE PROVIDED:
<br />A. REMOVE EXCESS MOISTURE BY SCARIFYING AND AERATING, OR
<br />B. EXCAVATE UNSTABLE AREAS AND BACKFILL WITH SUITABLE MATERIAL OR BASE, OR
<br />C. INCREASE THE AGGREGATE BASE SECTION, OR
<br />D. STABILIZE THE BASEMENT SOIL WITH SUITABLE ADDITIVES, OR
<br />E. PROVIDE AN ALTERNATE METHOD SUITABLE TO THE CITY ENGINEER.
<br />8. WATER MAINS AND SERVICES ARE TO BE INSTALLED BY THE DEVELOPER AFTER THE CURB AND GUTTER IS
<br />CONSTRUCTED AND BEFORE THE BASE UNDER THE AC SURFACING IS LAID. CONTACT WATER DIVISION SUPERVISOR AT
<br />(714) 647-3343 TO ARRANGE SCHEDULING FOR WATER SYSTEM WORK BY THE CITY.
<br />9. THE SUBDIVIDER SHALL RELOCATE ANY EXISTING PUBLIC UTILITIES LOCATED IN A DEDICATED RIGHT-OF-WAY, AS
<br />REQUIRED BY THE CITY.
<br />10. PERMIT NOTE - NO PERMIT WILL BE ISSUED FOR INSTALLATION OF UNDERGROUND UTILITY LINES UNTIL SAID UTILITY
<br />LINES ARE SHOWN ON THE STREET IMPROVEMENT PLANS AND THEIR LOCATIONS ARE CERTIFIED BY THE PRIVATE
<br />ENGINEER AND APPROVED BY THE CITY.
<br />11. VCP SEWER CONNECTIONS ARE TO BE CONSTRUCTED FROM SEWER MAINS TO THE PROPERTY LINE. THE DEVELOPER IS
<br />TO FURNISH THE CITY WITH THE LOCATION OF EACH CONNECTION. ALL SEWER LATERALS ARE TO BE REFERENCED ON
<br />CURB.
<br />12. ALL VCP JOINTS SHALL BE PLASTIC MECHANICAL COMPRESSION JOINTS OR BANDSEALS.
<br />13. IT SHALL BE THE RESPONSIBILITY OF THE SEWER CONTRACTOR TO EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER
<br />AND TO HAVE THE LOCATION AND ELEVATION VERIFIED PRIOR TO ANY SEWER STAKES BEING FURNISHED.
<br />14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL FLOW LINE ELEVATIONS AT ALL SEWER
<br />MANHOLES VERIFIED PRIOR TO ANY PIPE BACKFILL. "AS BUILT" FLOW LINE ELEVATIONS ARE TO BE SUBMITTED TO
<br />THE CITY PRIOR TO ANY PAVING.
<br />15. CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 AT LEAST 48 HOURS (TWO WORKING DAYS) PRIOR TO ANY
<br />EXCAVATION WHICH MAY DAMAGE OR INTERRUPT THE SERVICE OF ANY UNDERGROUND UTILITY LINE.
<br />16. USE FULL -DEPTH HEADER FOR VERTICAL FACES OF PCC CONSTRUCTION.
<br />17. ANY PERMANENT BARRICADE OR SAFETY SIGN OMITTED ON THE PLANS AND CONSIDERED NECESSARY BY THE CITY
<br />SHALL BE INSTALLED BY THE DEVELOPER AT NO COST TO THE CITY.
<br />18. STREET LIGHTING- BEFORE ANY ELECTRICAL CABLE OR CONDUIT IS PLACED FOR STREET LIGHTS, THE LOCATIONS FOR
<br />THE PROPOSED STREET LIGHTS ARE TO BE VERIFIED BY THE CONSTRUCTION INSPECTOR AT (714) 647-5074 AFTER
<br />THESE LOCATIONS HAVE BEEN MARKED OUT AS SHOWN ON THE IMPROVEMENT PLANS BY THE
<br />DEVELOPER/CONTRACTOR.
<br />19. CLEANUP AND DUST CONTROL - THE CONTRACTOR SHALL KEEP THE WORKSITE CLEAN AND FREE FROM RUBBISH AND
<br />DEBRIS AT THE END OF EVERY WORKING DAY AND PROTECT EXISTING IMPROVEMENTS PER SECTION 7-9 OF THE
<br />STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION.
<br />20. CONTACT TREE SECTION SUPERVISOR AT (714) 647-3337 BEFORE INSTALLING ANY TREES.
<br />21. TO OBTAIN A PERMIT TO ACCESS WATER FROM A FIRE HYDRANT, CONTACT THE CITY YARD AT (714)647-3380.
<br />Underground Service Alert
<br />• of Southern California
<br />TWO WORKING DAYS
<br />BEFORE YOU DIG
<br />Know what's below.
<br />Cal before you dig. CAL aFUE �w ❑G www.DigAlert.org
<br />NOTICE TO CONTRACTOR
<br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT
<br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS
<br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO
<br />WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
<br />FI LE N 0.:
<br />Q, NUMBER DATE INITIALS
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<br />0 ZIAI nA NN _j
<br />A A
<br />OFFSITE STREET IMPROVEMENT PLANS
<br />S. ROSEWOOD AVE. AND
<br />W. SEGERSTROM AVE.
<br />SADDLEBACK HIGH SCHOOL
<br />2802 S FLOWER ST.
<br />SANTA ANA, CA 92707
<br />LOCATION MAP N
<br />(NOT TO SCALE)
<br />PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
<br />ABBREVIATIONS
<br />1. PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD DATA. THE CONTRACTOR
<br />AB
<br />AC
<br />AGGREGATE BASE
<br />ASPHALT CONCRETE PAVEMENT
<br />SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THIS WORK AND FOR ANY DAMAGE OR
<br />ASPH
<br />ASPHALT PAVING
<br />PROTECTION TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE
<br />BC
<br />BEGIN CURVATURE
<br />CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK AND VERIFY THE
<br />BCR
<br />BEGIN CURB RETURN
<br />ELEVATIONS OF SAID UTILITY LINES.
<br />BLVD
<br />BM
<br />BOULEVARD
<br />BENCH MARK
<br />2. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING ANY WORK SHOWN ON OR RELATED TO
<br />BOP
<br />BOF
<br />BOTTOM OF PIPE
<br />BOTTOM OF FOOTING
<br />THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE
<br />BEGIN VERTICAL CURVATURE
<br />PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL
<br />CB
<br />CB
<br />CATCH BASIN
<br />COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF
<br />(L
<br />CENTERLINE
<br />LABOR, WITH THE "CONSTRUCTION SAFETY ORDERS" OF THE STATE OF CALIFORNIA DEPARTMENT OF
<br />CONST
<br />CONSTRUCT
<br />INDUSTRIAL REGULATIONS AND WITH CALTRANS AREA TRAFFIC CONTROL HANDBOOK (WATCH).
<br />CR
<br />CT
<br />CURB RETURN
<br />COURT
<br />HOWEVER, THE CONSTRUCTION ENGINEER AND THE CITY OF SANTA ANA SHALL NOT BE RESPONSIBLE
<br />CL
<br />CENTERLINE
<br />IN ANY WAY FOR SAID COMPLIANCE BY THE CONTRACTOR OR ANY SUBCONTRACTORS.
<br />DW
<br />DOMESTIC WATER
<br />D/W
<br />DRIVEWAY
<br />3. FURTHERMORE, THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />SDMH
<br />STORM DRAIN MANHOLE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br />DR
<br />(E)
<br />DRIVE
<br />EXISTING
<br />PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
<br />E'LY
<br />EASTERLY
<br />LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND
<br />E
<br />EAST
<br />HOLD THE OWNER, ENGINEER, AND THE CITY OF SANTA ANA HARMLESS FROM ANY AND ALL
<br />EC
<br />END CURVATURE
<br />LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
<br />ECR
<br />END CURB RETURN
<br />EXCEPTING FOR LIABILITY ARISING FROM THE SALE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR
<br />EG
<br />E
<br />EDGE OF GUTTER
<br />ELEVATION
<br />THE CITY OF SANTA ANA.
<br />EOC
<br />EDGE OF CONCRETE
<br />EOP
<br />EDGE OF PAVEMENT
<br />ESMT
<br />EASEMENT
<br />EVC
<br />END OF VERTICAL CURVATURE
<br />FG
<br />GRADE
<br />CERTIFICATION OF THE PRIVATE ENGINEER
<br />FL
<br />F ON WLD
<br />FS
<br />FINISHED SURFACE
<br />THE UNDERSIGNED CIVIL ENGINEER HEREBY CERTIFIES THAT THE UTILITY LOCATIONS (GAS, ELECTRICAL,
<br />FW
<br />FIRE PROTECTION SERVICE WATER
<br />TELEPHONE, PRIVATE WATER, CTV, ETC.) SHOWN ON THESE PLANS DIRECTLY REFLECT UTILITY COMPANY
<br />GB
<br />GRADE BREAK
<br />LAYOUTS.
<br />GR
<br />GRATE
<br />HP
<br />HIGH POINT
<br />INV
<br />INVERT
<br />LF
<br />LINEAR FEET
<br />LIP
<br />LIP OF GUTTER
<br />RCE NO. 68369
<br />LP
<br />LOW POINT
<br />LT
<br />LEFT
<br />08/17/2021
<br />KATHEREEN M. SHINKAI DATE
<br />REVISIONS REFERENCES
<br />DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: OCS 1 E-104-75 ELEV.: 126.92' NAVD88
<br />@ASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS BASED ON THE CALIFORNIA SYSTEM (CCS83), ZONE 6, NAD83,
<br />OCS (2007.00) EPOCH ADJUSTMENT, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING STATIONS
<br />(CGPS) 'SACY AND 'OEOC" BEING N80.43-39"E AS DERIVED FROM THE COORDINATES PUBLISHED AND ON FILE IN THE OFFICE OF
<br />THE ORANGE COUNTY SURVEYOR.
<br />HORIZONTAL DATUM: COORDINATES SHOWN ARE BASE ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE VI,
<br />NAD83 2007.00 EPOCH ADJUSTMENT. ALL DISTANCES SHOWN ARE GRID, UNLESS OTHERWISE NOTED. MULTIPLY GRID DISTANCES BY
<br />1.00001963 TO OBTAIN A GROUND DISTANCE. ALL DISTANCES ARE BASED ON THE U.S. SURVEY FOOT.
<br />CONSTRUCTION COMPLETED:
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<br />R.C.E. 68369
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<br />PRC
<br />PVC
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<br />RCP
<br />RIM
<br />RT
<br />R/W
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<br />S'LY
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<br />WARNER AVE.
<br />W. SEGERSTROM
<br />AVE.
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<br />Vi
<br />SITE SYMBOLS
<br />SYM, DESC.
<br />LEGEND
<br />SYM.
<br />DESC. DET.
<br />PROPOSED FIRE HYDRANT
<br />02/
<br />SAWCUT JOINT 9
<br />_
<br />�-
<br />EXISTING TREE
<br />-------
<br />-� 021
<br />EXPANSION JOINT 9�.
<br />PROTECT IN PLACE
<br />__�___
<br />O
<br />EXISTING MANHOLE
<br />- - - -
<br />LIMIT OF WORK_
<br />� 0
<br />EXISTING ELECTRICAL
<br />-
<br />(E)PA
<br />_T-
<br />EXISTING PLANTING AREA
<br />UTILITY_
<br />EXISTING SIGN
<br />--W--
<br />WATERUTILITY
<br />EXISTING PALM TREE � �^
<br />- - G- -
<br />GAS UTILITY
<br />PROTECT IN PLACE
<br />__
<br />i -r
<br />EXISTING WATER
<br />__S__
<br />�W0 _UTILITY
<br />_ _ __
<br />_-
<br />SEWER UTILITY _
<br />EXISTING STREET
<br />--E--
<br />ELECTRICAL UTILITY
<br />_LIGHT _�_
<br />EXISTING STORM
<br />T
<br />-DRAIN ,UTILITY -___.._____.--. --_--
<br />MAXIMUM
<br />W\NOTE: UVi1TS h/Nl ARE FOR REFERENCE ONLY. SEE
<br />MANHOLE
<br />CIVIL DWGS. FOR DETAILS AND EXACT LOCATIONS. FINAL
<br />MINIMUM
<br />NORTH
<br />LOCATIONS TO
<br />BE REVIEWED BY LANDSCAPE ARCHITECT.
<br />NORTHERLY
<br />NOT TO SCALE
<br />ON CENTER
<br />ON CURVE
<br />ORANGE COUNTY PUBLIC WORKS
<br />PROPOSED, NEW
<br />PLANTING AREA
<br />PROPERTY LINE
<br />POINT OF CONNECTION
<br />POINT OF REVERSE CURVATURE
<br />POLYVINYL CHLORIDE
<br />RADIUS
<br />REINFORCED CONCRETE PIPE
<br />TOP RIM OF STRUCTURE
<br />RIGHT
<br />RIGHT OF WAY
<br />SOUTH OR SLOPE
<br />SOUTHERLY
<br />SEWER CLEANOUT
<br />STORM DRAIN
<br />SQUARE FEET
<br />SHEET
<br />STATION
<br />STANDARD
<br />SANITARY SEWER MANHOLE
<br />STANDARD PLANS FOR PUBLIC
<br />WORKS CONSTRUCTION
<br />STORM WATER POLLUTION
<br />PREVENTION PLAN
<br />TOP OF CURB
<br />TOP OF GRATE
<br />TOP OF FOOTING
<br />TOP OF PIPE
<br />TOP OF WALL
<br />TYPICAL
<br />UNLESS NOTED OTHERWISE
<br />WEST
<br />WESTERLY
<br />WATER MAIN
<br />PREPARED UNDER
<br />THE SUPERVISION
<br />OF:
<br />SYMBOLS
<br />55
<br />73
<br />vicinity MAP N
<br />(NOT TO SCALE)
<br />SHEET INDEX
<br />SHEET NUMBER
<br />DESCRIPTION
<br />1
<br />TITLE SHEET
<br />2 !DEMOLITION
<br />PLAN
<br />3 j
<br />GRADING AND PAVING PLAN
<br />4
<br />NOTES AND SCHEDULES
<br />5
<br />MATERIALS PLAN
<br />6
<br />LAYOUT PLAN
<br />7
<br />ELEVATIONS AND SECTIONS
<br />8
<br />CONSTRUCTION DETAILS
<br />9
<br />i CONSTRUCTION DETAILS
<br />10
<br />, SEWER PLAN AND PROFILE
<br />Al
<br />� STRUCTURAL NOTES AND DETAILS
<br />112
<br />� TRAFFIC SIGNAL PLAN
<br />13
<br />I SIGNAGE AND STRIPING PLAN
<br />0
<br />N
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<br />9
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<br />AND
<br />ANGLE
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<br />Li
<br />CENTERLINE
<br />0
<br />DIAMETER OR ROUND
<br />#
<br />POUND OR NUMBER
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<br />APPROVEDBY
<br />a b► L a •\,S�kbr, tar --- 3rl2oZ-4
<br />NABIL SABA, P.E. DATE
<br />EXECUTIVE DIRECTOR
<br />PUBLIC WORKS AGENCY
<br />AW z 3 Z z
<br />R DOLF OSAS, P.E. DATE
<br />CITY ENGINEER
<br />R.C.E. NO. 73963
<br />SENIOR CIVIL ENGINEER
<br />KATHEREEN SHINKAI DESIGNED: AC DRAWN: ILL
<br />REVIEWED FOR
<br />PRINCIPAL CIVIL ENGINEER
<br />RECOMMENDED FOR I4
<br />( nNI.gTRI IC;TIC)N
<br />OWNER /DEVELOPER
<br />SANTA ANA UNIFIED SCHOOL DISTRICT
<br />JULIE A. MOLLOY
<br />SENIOR FACILITIES PLANNER
<br />OFFICE: (714) 480-5367
<br />MOBILE: (657) 336-0244
<br />JU LI E. M OLLOY®SAU SD. U S
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<br />DATz
<br />E TITLE SHEET
<br />05/2 CH01
<br />CHECKED: KS SEGERSTROM AVENUE AT ROSEWOOD AVENUE w
<br />PRINCIPAL CIVIL ENGINEER RCE NO.: 66219
<br />949-261-1001 Office
<br />949-260-1190 Fax
<br />LPADesignStudios.com
<br />5301 California Avenue
<br />Suite 100
<br />Irvine, California 92617 PROJECT ADDRESS:
<br />ARCHITECTURE ENGINEERING INTERIORS 2802 S. FLOWER ST.
<br />ANDSCAPE ARCHITECTURE PLANNING
<br />100' W/O ROSEWOOD AVENUE TO 100' E/O ROSEWOOD AVENUE
<br />PUBLIC WORKS AGENCY 01:�
<br />CITY OF SANTA ANA SHEET 1 OF 13 n
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