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GENERAL NOTES:
<br />1. ALL WORK MOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE
<br />AGC/APNA STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (CURRENT EDMON) AND
<br />SUPPLEMENTAL STANDARD PROVISIONS ISSUED BY AND FOR USE IN THE CITY OF SANTA ANA
<br />2. CONTRACTOR SHALL COMPLY WITH STANDARD PUN 1160. REFER TO
<br />HTiP:/NOW.VIRAL-AN4.WV/PNA/DOCUMENS/116D ST.PDF. COPIES ARE AVNUBLE AT TILE PUBUC WORKS
<br />COUNTER.
<br />3. WITHIN 72 HOURS AFTER FINAL SUFEACING IS PLACED, ALL WHOLE AND VALVE BOX FRAMES AND COVERS
<br />SHALL BE ADJUSTED BY THE DEVELOPER TO FINISH GRADE THIS IS TO BE DONE PRIOR TO PLACING SEAL
<br />COAT.
<br />4. AMEN 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 PENETMAON TYPE
<br />ASPWLi EMULSION (0.07 GALLONS PER SQUARE YARD) AFTER STREET PAVEMENT HAS BEEN CLEANED. FOG
<br />SEAL COAT IS ONT REQUIRED FOR CONSTRUCTION OF NEW STREETS OR WIDENING OF EXISTING STREETS.
<br />5. FEATHER AC WHERE MEETING EXISTING PAVEMENT. FEATHER TO LANE 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
<br />FINISHED GRADE AT THE CROWN, AT ALL POINTS WHERE ELEVATIONS ARE SHOWN ON THE PLANS AND AT
<br />ANY ADDITONAL POINTS REQUIRED BY THE CITY ENGINEER.
<br />7. AT THE TIME OF COMPACTING THE BASE SOIL AND PREPARING SUBGRADE, IF THE MOISTURE CONTENT IS
<br />SUCH THAT THE SPECIFIED RELATIVE COMPACTION CANNOT BE OBTMNED OR THE SUBGRADE IS YIELDING,
<br />THE FOLLOWING REMEDIAL ACTION SHALL BE PROVIDED-
<br />A.
<br />REMOVE EXCESS MOISTURE BY SCARFY1NG AND AERATING, OR
<br />B. EXCAVATE UNSTABLE AREAS AND BACKFILL WITH SUTABLE MATERIAL OR BASE, OR
<br />C. INCREASE THE AGGREGATE WE SECTION, OR
<br />D. STABILIZE THE BASEMENT SOIL WTM SUITABLE ADDITIVES, OR
<br />E PROVIDE AN ALTERNATE METHOD SUITABLE 1D THE CITY ENGINEER
<br />8. WATER MANS AND SERVICES ARE TO BE INSTALLED BY TEE DEVELOPER AFTER THE CURB AND GUTTER 6
<br />CONSTRUCTED AND BEFORE TEE WE UNDER THE AN SURFACING IS LAID. CONTACT WATER OMSION
<br />SUPERVISOR AT 714-647-3343 TO ARRANGE SCHEDULING FOR WATER SYSTEM WORK BY THE CITY.
<br />9. THE SUDOMDER SHALL RELOCATE PLAY EXISTING PUBUC DAMES LOCATED IN A DEDICATED RIGHT-0E-WAY,
<br />AS REQUIRED BY THE CITY.
<br />C�TT OF SANTA ANA
<br />PUBUIC �N0HK2
<br />A91EHICIf
<br />PROJECT DP NO.2023-10; MID NO.2023-180301
<br />VISTA HERITAGE GLOBAL ACADEMY EXPANSION
<br />601 N FAIRVIEW ST
<br />SANTA ANA, 92703
<br />GENERAL NOTES FOR PUBUC WORKS PERMITTED
<br />WORK ON WATER DISTRIBUTION SYSTEM:
<br />1. CONSTRUCTION AND INSTALLATION OF ALL WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH
<br />THE CITY OF SANTA ANA STANDARD PLANS AND SPECIFICATIONS. WHERE THE STANDARD PLANS ARE SILENT,
<br />CONSTRUCTION AND INSTALLATION OF SEWER MANS AND APPURTENANCES SHALL CONFORM TO THE AMERICAN
<br />WATER WORKS ASSOCIATION (AMA) SPEWICATRMIS AND THE STANDARD SPECIFICATIONS FOR PUBIC WORKS
<br />CONSTRUCTION, 2012 EDITION.
<br />2. CONSTRUCTION OF WATER AWNS AND APPURTENANCES SHALL ONLY BE PERFORMED BY QUALIFIED
<br />CONTRACTORS WITH A VAUD CAUFORNIA CONTRACTOR A OR C34 UCENSE.
<br />3. NO PERSON, OTHER THAN CITY OF SANTA ANA WATER RESOURCES DIVISION STAFF CUMMED BY THE STATE
<br />OF CALIFORNIA AS A WATER DISTRIBUTOR OPERATOR SHALL BE ALLOWED TO OPERATE THE CLAWS WATER
<br />SYSTEM VALVE.
<br />4. NO PERSON, OTHER THAN CITY OF SANTA ANA WATER RESOURCES DIVISION STAFF CERTIFIED BY THE STATE
<br />OF CWFORNR AS A WATER DISTRIBUTOR OPERATOR SHALL SHUT WATER SERVICE OFF TO ANY CUSTOMER.
<br />5. PRIOR TO THE MART OF CONSTRUCTION, THE CONTRACTOR SHALL. SUBMIT TO THE CITY FOR RUM AND
<br />APPROVAL 'DISINFECIION AND FLUSHING PLAN' PER THE CITY OF SANTA ANA DESIGN GUIDEUNES AND
<br />STANDARD DRAWINGS.
<br />6. ALL NEWLY CONSTRUCTED WATER MANS AND APPURTENANCES SHALL BE DISINFECTED AND TESTED IN
<br />ACCORDANCE WITH AWWA SPECIFICATIONS, SECTION CIMYS, PRIOR TO CONNECTING TO THE GAYS WATER
<br />DISTRIBUTION SYSTEM. DISINFECTION TESTING RESULTS SHALL BE SUBAITO TO THE WATER RESOURCES
<br />DIVISION WHEN REQUIRED FOR REVIEW AND APPROVAL PRIOR TO CONNECTING TO THE CTY'S WATER
<br />DISTRIBUTION SYSTEM.
<br />7. WATER MANS WILL BE HYDROSTATIC TESTED AT 200 PSI FOR 2 HOURS. NEW WATER MANS CANNOT BE
<br />TESTED AGAINST AN EXISTING VALVE BUT CAN BE TESTED USING A TEST PLATE.
<br />8. REQUESTS TO SHUT DOWN THE WATER DISTRIBUTION SYSTEM FOR TIE-INS OR OTHER PURPOSES SHALL BE
<br />COORDINATED WITH THE WATER RESOURCES DMSION STAFF AT LEAST 2 WEEKS IN ADVANCE THROUGH THE
<br />CITY INSPECTOR. ALL CUSTOMERS AFFECTED BY THE PROPOSED SHUT DOWN SHALLBE NOTIFIED IN WRITING
<br />48 XOURS IN ADVANCE BY THE CONTRACTOR.
<br />9. THE CITY OF VITA ANA WATER RESOURCES DIVISION CANNOT GUMANDEE A COMPLETE SNUACM OF
<br />EXISTING MANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DMATERING AND ISOLATION OF
<br />CONSTRUCTION FOR TESTING OR ANY OTHER PURPOSES.
<br />10. ALL FIRE HYDRANTS WHICH ARE OUT OF SEANCE OR NEW ARE HYDRANTS WHICH HAVE NOT BEEN ACCEPTED
<br />FOR SERVICE SHALL BE COVERED WITH A SMALL INDICATING THAT THE HYDRANTS ARE NOT IN SERVICE.
<br />11. MAMANING WATER SERVICE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR ANY SHUTDOWN LASTING
<br />LONGER THAN FOUR (4) HOURS. METHOD OF PROVIDING TEMPORARY SERVICE MUST BE APPROVED BY THE
<br />WATER RESOURCES DIVISION. THE WATER SHALL BE SAE FOR DRINKING IN ACCORDANCE WON STATE OF
<br />CALIFORNIA WATER RESOURCES CONTROL BOARD (SWRCB) DRINKING WATER PROGRAM (DWP).
<br />12 WATER METER WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW DEVICES REWIRED FOR
<br />LOCATION MA(NOT TO SCALE)
<br />SPECIAL NOTES
<br />1. THE Cltt ENGINEER'S SIGNATURE ON THESE PUNS DOES NOT CONSTRUE
<br />/PRIM& O ANY OF THE FOLLOWING NOTES, AND THE CITY SHALL NOT BE
<br />HELD RESPONSIBLE FOR THEN ENFORCEMENT.
<br />2. NEITHER THE OWNER NOR THE ENGINEER WILL ENFORCE SAFETY MEASURES OR
<br />REGULATIONS. THE CONTRACTION SHALL DESIGN, CONSTRUCT, AND MAMAN ALL
<br />SAFETY OENiCES, INCLUDING TRENCH SHOEING AND TRAFFIC CONITR04 AND
<br />SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCH, STATE, AND
<br />FEDI SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS.
<br />3. THE CONTRACTOR BVML ADJUST Al EXISTING FACILITIES TO FINAL GRADE AT
<br />NO NIDMOM COST TO THE GUY.
<br />4. THE CONTRACTOR SHALL REMOVE. REPLACE, AND/OR RELOCATE ALL MUM
<br />F91 H THAT INTERFERE WITH THE WORK HEREON AT NO ADDITIONAL COST TO
<br />THE CITY OR DEVELOPER.
<br />5. TIE CONTACTOR 6HAL REMOVE, REPLACE, AND/OR RELOCATE ALL EXISTING
<br />UNDSOAPE, HANDSCAPE, IRRIGATON SYSTEMS, DAMES, AND/OR READ
<br />IMPROVEMENTS WHICH CONFLICT IN ANY WAY WON THE INSIALLARON OR
<br />FUNCTION OF THE PROPOSED IMPROVEMENTS Ai ND ADDITIONAL COST TO THE
<br />QTY.
<br />6. CONTRACTOR TO VERIFY CLEARANCE Ai ALL METY CROSSING. IF
<br />INTERFERENCE OCCURS, OTHER THAN NOTED ON PAN, CONTRACTOR TO
<br />CONTACT DESIGN EMMNEER MR POSSIBLE RE➢ESIGK IF RITE N I
<br />10. PERMIT NOTE:
<br />THE MIMING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED, TESTED, APPROVED ARM CERTIFIED. CONTACT
<br />UNFFl51BLE CONTRACTOR TO RELOCATE UTILITY AT NO EXPENSE TO ENGINEER
<br />NO PERM R WILL BE ISSUED FOR INSTALLATION OF UNDERGROUND UTILITY UNES UNTIL STUD UTILITY
<br />THE WATER RESOURCES DMSION AT 714-647-3320.
<br />7. CONTRACTOR IS RESPONSIBLE FOR ANY CAMGE TO SIDEWXN AND STREET.
<br />CONTRACTOR AGREES TO REPNR AND REPIACE ALL MIMING PUBLIC STREET
<br />UNES ARE SHOWN ON THE STREET IMPROVEMENT PEWS AND THEM LOCATIONS ARE CERTF1ED BY
<br />THE PRIVATE ENGINEER AND APPROVED BY THE CITY.
<br />13. ALL WATER MAINS SHALL BE AWWA C-900 PVC, DR14 PIPE OR AWWA C-151 DUCTILE IRON PIPE. ALL OTHER
<br />MPROVEMENTS DAMAGED DUNK CONSOUCTON.
<br />PIPE MATERIALS REQUIRE SPECIAL REVIEW AND APPROVAL FROM THE WATER RESOURCES DIVISION.
<br />PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
<br />11. VCO SEWER CONNEWDNS ARE TO BE CONSTRUCTED FROM SEWER MANS TO THE PROPERTY UNE. THE
<br />14. WATER MANS SHALL HAVE 36" MINIMUM COMER TO FINISHED GRADE. ANY DEVIATION FROM THIS REQUIREMENT
<br />DEVELOPER IS TO FURNISH THE CITY WITH THE LOCATION OF EACH CONNECTION. AL SEVER LATERALS ARE
<br />REQUIRES APPROVAL FROM THE WATER RESOURCES DIVISION.
<br />PRIVATE AND PUBUC DAMES, IF SHOWN, REFLECT AVAILABLE RECORD DATA
<br />TO BE REFERENCED ON CURB.
<br />THE CONTRACTOR SHALL BE RESPONBBLE FOR LOCATINGL LA G ANES AFFECTING
<br />12. ALL VCP JOINTS SHALL BE PLASTIC MECHANICAL COMPRESSION 401M OR BANDSEALS.
<br />15. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTIMES PRIOR TO TRENCHING.
<br />16. PRIVATE WATER APPURTENANCES SUCH AS BACKROW PREVENTERS, ARE HYDRANTS AND STANDPIPES, AND
<br />THIS WOW AND FOR ANY DAMAGE OR PROTECTION TO THESE UNES. PRIOR TO
<br />STARTING=CONS7RUCIION OF THIS PROJECT, THE CONTRACTOR SHALL UNCOVER
<br />AL EXISTING UTIUTY UNES AFFECTING THIS WORK AND VERIFY THE ELEVATION
<br />13. IT SHALL BE TIE RESPONSIBILITY OF THE SEWER CONTRACTOR TO EXPOSE ALL JOIN POINTS TO THE
<br />VALVES SHALL BE PAINTED AS FOLLOWS:
<br />A DOMESTIC WATER: BLUE
<br />OF SAID UTTUTY LINES.
<br />EXISTING SEWER AND TO HAVE THE LOCATION AND ELEVATION VERIFIED PRIOR TO ANY SEWER STAKES
<br />EL POABLE IRRIGTON: GREEN
<br />AL CONTACTORS AND SUBCONTRACTORS PERFORMING ANY WORK SHOWN ON
<br />BEING FURNISHED.
<br />C. RECYCLED IRRIGATION: PURPLE
<br />OR RELATED TO THESE PUNS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
<br />14, R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL FLOW WE ELEVATIONS AT ALL SERER
<br />D. FIRE PROTECTION: OSHA SAFETY RED
<br />EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBUC IS
<br />PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY VAN THE
<br />MANHOLES VERIFIED PRIOR TO ANY PIPE 8CONTRA *ASOR BULLY FLAW LINE ELEVATIONS ARE TO BE
<br />17. DO NOT CUT OR SNAP CUT OR MILL ASBESTOS CEMENT PIPE. WHERE JOINING EXISTING ASBESTOS CEMENT
<br />PIPE, EXPOSE SIX FEET IN EACH DIRECTION, LOOKING FOR THE NEAREST JOINT AND JOIN TO NEW PIPE WITH
<br />OC RATIONAL SAFELY AID HEALTH REGULATIONS' OF THE U.S. DEPARTMENT
<br />OF LABOR, WITHTHE "CONSTRUCTION SAFETY ORDERS" OF THE STATE OF
<br />SUBMITTED TO THE CITY PRIOR TO ANY PAVING.
<br />A PROPERLY DIMENSIONED ADAPTER PER STANDARD PLAN NUMBER 1443.
<br />CALIFORNIA DEPARTMENT OF INDUSTRIAL REGULATIONS AND WITH ULTRANS AREA
<br />15. CAL UNDERGROUND SERVICE ALERT AT 800-422-4133 AT LEAST 48 HOURS (TWIT WORKING DAYS) PRIOR
<br />18. DO NOT TAP EXISTING MANS WITHOUT THE PRESENCE OF A CERTIFIED WATER INSPECTOR. PRESSURE TEST
<br />TRAFFIC CONTROL HANDBOOK (WATCH). HOWEVER. THE CONSTRUCTION ENGINEER
<br />AND THE CITY OF SANTA ANA SHALL NOT BE RESPONSIBLE IN ANY WAY FOR
<br />TO ANY EXCAVATION WHICH MAY DAMAGE OR INTERRUPT THE SERVICE OF ANY UNDERGROUND UTILITY UNE.
<br />TAPPING SLEEVE IN THE PRESENCE OF A CERTIFIED WATER INSPECTOR BEFORE TAPPING EXISTING MAN.
<br />SAID COMPLIANCE BY THE CONTACTOR OR ANY SUBCONTRACTORS.
<br />16. USE FULL DEPTH HEADER FOR VERTICAL FACES OF ROG CONSTRUCTOR.
<br />17. ANY PERMANENT BARRICADE OR SAFETY SIGN OMITTED ON THE PLANS AND CONSIDERED NECESSARY BY
<br />THE CITY SHALL BE INSTALLED BY THE DEVELOPER AT NO COST TO THE CITY.
<br />18. STREET UGHTNG:
<br />BEFORE ANY ELECTRICAL CABLE OR CONDUIT IS PLACED FOR STREET UGHTS, THE LOCATIONS FOR THE
<br />PROPOSED STREET UGHTS ARE TO BE VERIFIED BY THE CONSTRUCTION INSPECTOR AT 714-647-5074
<br />AFTER THESE LOCATIONS HAVE BEEN MARKED OUT AS SHOWN ON THE IMPROVEMENT PLANS BY THE
<br />DEVELOPER/CONTRACTOR.
<br />19. CLEANUP AND DUST CONTROL
<br />THE CONTACTOR SHALL KEEP THE WORK9IE CLEAN AND FREE FROM RUBBISH AND DEBRIS AT THE END
<br />OF EVERY WO KING DAY AND PROTECT EXISTING IMPROVEMENTS PER SECTION 7-9 OF THE STANDARD
<br />SPECIFICATION FOR PUBUC WORKS CONSTRUCTION.
<br />20. CONTACT TREE SECTION SUPEMSOR 714-647-3337 BEFORE INSTALLING ANY TREES.
<br />21. TO OBTAIN A PERMIT TO ACCESS WATER FROM AFIRE HYDRANT CONTACT THE CITY YARD AT
<br />(714)-647-3380.
<br />F NO,
<br />REVISIONS
<br />19. FINAL ACCEPTANCE WILL NOT OCCUR UML ORIGINAL RECORD DRAWINGS ON MMYIAR AND DIGIT& FORMAT ARE
<br />DELIVERED TO AND ACCEPTED BY THE CITY'S INSPECTOR. SHOW AL FIELD CHANGES ON RECORD DRAWINGS.
<br />20. TRENCH PLATES SHALL BE FLUSH WITH PAVEMENT AND BE NON-SKID.
<br />21. WHEN PUBLIC WATER FACILITIES ARE LOCATED ON PRIVATE PROPERTY, EASEMENT DOCUMENTS ARE TO BE
<br />SUBMITTED TO CRY FOR APPROVAL PRIOR TO A PERMIT BEING ISSUED.
<br />22. AL RECYCLED WATER PROJECTS REWIRE KNEW AND APPROVAL FROM THE WATER RESOURCES DMSION.
<br />23. REMOVE FROM THE FIELD UPPER AND LOWER ARE HYDRANT DRY BARREL AND 24' X 36' IRON VAULT UD
<br />COVERS AND DELIVER UNDAMAGED TO THE CRY WATER RESOURCES DIVISION YARD LOCATED AT 215 S.
<br />CENTER STREET. PRIOR NOTIFICATION OF THE DEANERY IS REQUIRED AT 714-647-3320.
<br />A WATER MAN FITTINGS SHALL BE FLANGE OR MECHANICAL JOINTS ONLY, NO PUSH -ON JOINT FRANCS
<br />ALLOWED.
<br />25. CONTRACTORS SHALL NOT REMOVE OR DISPOSE EXISTING WATER METERS. CONTACTOR SHALL APPLY FOR AN
<br />ABANDON WATER METER APPLICATION. CONTRACTOR SHALL CONTACT WATER RESOURCES DIVISION AT
<br />714-647-3320 FOR EXISTING METER REMOVALS,
<br />26. INSTALLATION OF NEW WATER METER SERVICE CURB STOP SHALL BE DONE AFTER INSTALLATION OF NEW CURB
<br />AND GUTTER OR AFTER CONTRACTOR HAS ESTABLISHED THE PROPOSED CURB GRADE BY STAKING OF THE
<br />PROPOSED CORE.
<br />REFERENCES
<br />FURTHERMORE, THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />WNSIRUCNON OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
<br />PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
<br />UNITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
<br />DEFEND, INDEMNIFY, AND HOLD THE OWNER, ENGINEER, AND THE CITY OF
<br />SANTA ANA HARMLESS FROM ANY AND AL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
<br />THE WBILIIY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE
<br />ENGINEER, OR THE CITY OF SANTA ANA.
<br />F THE PRNA
<br />THE UNDERSIMMED CALL ENGINEER HEREBY CERTIFIES THAT THEY HAVE WE EVERY
<br />REIDM IJE EFFORT TO RESEARCH, DETERMINE LOCATION AND DEPICT ALL EXISTING
<br />DAMES (GAS, EIECTR AL TELEPHONE, WATER, SEWER, STREET UGH, AND TRAFFIC
<br />SIGMA, ETC.) SHOWN ON THESE PLANS; AND THAT THE MURES DEPICTED HEREON
<br />DIRECTLY REVEU RELEVANT INFORMATION CONTAINED ON ARMY COMPANY DIRMONGS
<br />WAND BY TIE UNDERSIGNED CNL ENGINEER. //w/,/�/� _`
<br />1 �� O6(73/202T
<br />AU KHAMSI DATE
<br />R.C.E. NO. 24M
<br />VICINITY M(NOT TO KALE)
<br />All - America City
<br />1I I I I1
<br />PROJECT DIRECTORY:
<br />SITE ADDRESS:
<br />601 N. FAIRVIEW STREET
<br />STUDIO W ARCHITECTS
<br />SANTA ANA, CA 92703
<br />424 32ND STREET
<br />NEWPORT BEACH, CA 92663
<br />OWNER:
<br />949.774.2920
<br />CONTACT: TOW PACHECO-TAYLOR
<br />SCHOLARSHIP PREP FACMY HOLDINGS, LUC
<br />770 THE CITY DRIVE SOUTH, SUITE 420D
<br />FdL.itlS�E$
<br />KPFF CONSULTING ENGINEERS
<br />ORANGE, CA 92868
<br />CONTACT: ANDREW CROWE
<br />140 NEWPORT CENTER DRIVE,
<br />PHONE: 714.795.2195
<br />SUITE 1DO
<br />IRMNE, CA 92660
<br />TAX ASSESSOR PARCEL NO:
<br />TELL 949.478.8800
<br />CONTACT: NI KHAMSI
<br />405-241-04
<br />ROOD NOTE:
<br />FLOOD ZONE 'X'
<br />NOT IN A SPECIAL FLOOD HAZARD AREA
<br />COMMUNITY PANEL NO. 06059CO257J
<br />MAP ELATE. DECEMBER 3, 2009
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS OF THIS SURVEY IS
<br />BASED ON FAIRVIEW STREET, BEING NORTH
<br />2807'21' EAST PER PARCEL MAP NO. 84-886.
<br />PARCEL MAP BOOK 198, PAGES 19 AND 20
<br />UTILITY SERVICES:
<br />WATER: CRY OF SANTA ANA PHONE: 714-647-5454
<br />SEWER: CITY OF SOMA ANA PHONE: 714-647-3380
<br />GAS: SOCAL GAS COMPANY PHONE: 8T7-238-0092
<br />ELECTRICITY: SOCAL EDISON PHONE: 800-655-4555
<br />TVINARNET/PHONE SPECTRUM PHONE: 866-874 M'
<br />TRASH: WASTE MANAGEMENT PHONE: 714-558-7761
<br />ARE: ORANGE COUNTY ARE AUTHORITY PHONE: 714-573-5000
<br />SHEET INDEX
<br />SHEET NUMBER
<br />DESCRIPTION
<br />1
<br />TITLE SHEET
<br />I
<br />GENERAL NOTES
<br />3
<br />STREET IMPROVEMENT PUN
<br />STATEMENT OF WORK:
<br />REMOVAL AND RECONSTRUCTION OF EXISTING DRIVEWAY.
<br />APPROVED BY
<br />DEPUTY PUBUC WORKS DIRECTOR DATE
<br />WATER RESOURCE MANAGER
<br />Underground G
<br />Service Alert
<br />Mound CMifom
<br />l.
<br />TWO WORKING DAYS
<br />low. BEFORE YOU DIG
<br />CBIIMeMe7ou9g. _
<br />NOTICE TO CONTRACTOR PA N
<br />PURSUANT TO ASSEMBLY BILL 42I6 NO EXCAKARGN PERAMT
<br />IS VAUD UNLESS ENE C0.'M TOW
<br />"`MC" AND OBTAINS
<br />A IOC ALERT DOCKET NUMBER. CALL 811 AT LE4S7 iMG
<br />NOWNAVG DAYS MOR TO COMINI EXCAVATION.
<br />STREET IMPROVEMENTS
<br />RTER SCHOOL
<br />601 N.1A6020Z_%SANTA ANA 92703
<br />CITY OF SANTA ANA SHEET 1 OF E
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