Item 26 - Public Hearing Vista Heritage Charter School (601 North Fairview Street)

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GENERAL NOTES FOR PUBUC WORKS PERMITTED WORK ON SEWER COLLECTION SYSTEM: DEMOLITION AND CONSTRUCTION QUANTITIES: ABBREVIATIONS: g R/w 1. CONSTRUCTION AND INSTALLATION OF ALL SEWER MANS AND AC ASPHALTIC CONCRETE PVC POLYVINYL CHLORIDE (5E) APPURTENANCES SHALL BE IN ACCORDANCE WITH THE CITY OF CI CAST IRON PL I PROPERTY LINE NEW CURB SANTA ALA STANDARD PUNS AND SPECIFlCAIONS. WHERE THE ITEM UNIT QUANTITY CL, Q CENTER LINE RCIP RECTANGULAR CAST IRON PIPE & GUTTER STANDARD PLANS RE SILENT. NC CONSTRUCTION AND INSTALLATION TO OF CONSTNUCi COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1112. TU SEWER MANS AND APPURTENANCES SHALL CONFORM TO THE O CASE 1 G 1 CMU CONCRETE MASONRY UNIT RO ROOF GRAIN I GRIND & 73' 6' q• ' STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CO CLEANOM RW, R/W RIGHT-OF-WAY OVERLAY 9 2 2012 EDITION. O REMOVE EXISTING DRIVEWAY APPROACH. EA 1 CONC CONCRETE 2. 3' °F AC 1 4' LID NEW 5= SLOPE EQUALS PAVEMENT / DRMT:WAY 2. CONSTRUCTION OF SEWER MANS AND APPURTENANCES SHALL ONLY O3 SO STORM DRAIN �WCM APPROACH CONSINULT PCC SIDEWAL( PER CTIY STD. 1104, CASE 3. W=8'. SF 34 CIF CURB FACE IX. AC & JOIN ON 8' PC BE PERFORMED BY QUAURED CONTRACTORS WITH A VAUD DW DOMESTIC WATER SSMH SANITARY SEWER MANHOLE PAVEMENT CALIFORNIA CAB CONTRACTOR A OR C34 LICENSE O GRIND HUNTS TO CURB ME UNE.F AC PAVEMENT FROM EDGE OF SF 2497 EL OR ELEV ELEVATION SS SANITARY SEWER - ELEC ELECTRIC, ELECTRICAL SN STANDARD ... 3. All NEYVLY CONSTRUCTED SEWER MANS AND APPURTENANCES 0 2' WIDE FULL -DEPTH AC TRENCH. REPLACEMENT OF FULL -DEPTH AC SF 84 IX. R EXIST. IXISIING___________________________________ OL ___ SHALL BE TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION TO MATCH EMISTNG AC SECTION. SDMH STORM DRAW MANHOLE 6' CAB FOR PUBLIC WORKS 0ONSTRUCHON. All NEWLY CONSTRUCTED O ADC FIRE DEPARTMHYGRANTENT CONNECRON TC TOP OF CURB SEWER MANS. LATERALS AND "HOLES MUSE BE INSPECTED VIA 6 MLM TRENCH PER CRY STD. 1150. LF ]] ARECLOSED CIRCUIT TELEVISION CAMERA BY A NATIONAL ASSOCIATION 0 CONSTRUCT V WATER SERVICE WITH 5/8' METER PER STANDARD AT FOOT OR FEET TELL TELEPHONE PAVEMENT OF SEWER SBMCE COMPANIES (NAM) CERTTTED TECHNICIAN PLAN NO. 1401 FOR IRRIGATION USE WATER METER TO BE 15 TRAFFIC SIGNAL B' TRENCH AND VIDEO SUBMITTED IN A DIGITAL FORMAT i0 THE WATER INSTALLED BY CITY FORCES AFTER SUBMISSION R WATER METER IX 1 FV GATE VALVE me TRAFIC SIGNAL SOX SLURRY BACKFlLL RESOURCES DIVISION FOR REVIEW AND FINAL ACCEPTANCE OF APPLICATION AND PAYMENT OF FEES. CONTACT THE WATER AN ARE WATER TYP TYPICAL RESOURCES DIVISION AT 714-647-3320 FOR ASSISTANCE. PAVEMENT rR-'\ CROSS SECTION AT DRIVEWAY WORK. RESRIRATION PER 11 PLAN NO. 11 SO. GPM GALLONS PER MINUTE 1V TELEVISION ] N.i.9.; STA 91+BD.t7 - SM 9.59123T NV HIGH DENSITY PoLYMTYLENE V.I.F. VERIFY IN FIELD 4. All SEWER MANS SHALL BE VITRIFIED CLAY PIPE (VCP) PIPE OR I PVC MR-26 PIPE ALL OTHER PIPE MATD REQUIRE SPECIAL NJ INVERT VLT VAULT REVIEW AND APPROVAL FROM THE WATER RESOURCES DIVISION. MAX. MAXIMUM VCP VITRIFIED CLAY PIPE MIN. MINIMUM (W) WEST 5. TRENCH PLATES SHALL BE FLUSH WITH PAVEMENT AND SHALL BE MH MANHOLE NON SKID. W WATER PoC POINT OF CONNECTION WM WATER METER 6. 00NIRACTR TO VERIFY DEPTH AND LOCATION OF AL. Un RIES PN POST INDICATOR VALVE m, WATER VALVE (52') PRIOR TO TRENCHING. PCC PORLAND CEMENT CONCRETE EX. 6' CF & PRV PRESSURE REDUCING VALVE CURB GUTTER 10' SIDEWALK 7. WHEN PUBLIC SEWER FACILITIES ARE LOCATED ON PRIVATE PROPERTY, EASEMENT DOCUMENTS ARE TO BE SUBMITTED TO CRY GRIND & 11. FOR APPROVAL PRIOR TO A PERMIT BEING ISSUED. OVIDNAY AC 8. FlNA ACCEPTANCE YNLL NOT OCCUR UNTILRIGINI RECORD PAVEMENT DRAWINGS ON MTM AND DIGITAL FORMAT ARE DEUffRED TO AND GENERAL NOTES IX. Ac PAVT]ffM _____ u ACCEPTED BY THE CITY'S INSPECTOR. SHOW ALL FIELD CHANGES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 'STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION' ................................. --- --- ---- --- S ON RECORD DRAWINGS. AS WRITTEN AND PROMULGATED BY THE 2012 EDITION OF SOUTHERN CALIFORNIA CHAPTER R THE A.P.W.A. --- - --__� t____ _____ _____ ___ ________ G.C.C. JOINT CORERARVE COMMITTEE HEREIN REFERRED TO AS STANDARD SPECIFICATIONS AND THE CITY P______A-------------------- "- - - OFFAN A` OF SANTA ANAL STANDARD PLANS & SPECIFICATIONS (UNLESS SPECIFICIR CALLY NOTED OTHERWISE OR IN THE SPECIAL ----'-----------'---------'----'-------- 9. P11 SEWER REPARS SHALL ED ACCOMPLISHED USING STAINLESS PROVISIONS FORTHIS PROJECT). STEEL DOUBLE BANDED COUMNGS. 2 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTUTY OR STRUCTURE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS TO ACCURACY OR THOROUGHNESS OF THESE RECORDS TYPICAL CROSS SECTION APPROVAL OF THIS PLAN BY THE CITY OF SANTA ANA DOES NOT CONSTITUTE AN EXISTENCE OR NONEXISTENCE R ANY gR, N N.T.S.; STA 9-11 - SA 9u 27, 5M 96a22P7 - SM 96i69.11 UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE UNITS OF THIS PROJECT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTUTIES fBY POTHOLING OR OTTER MEANS). THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERMCE ALERT (811) 48 HOURS BUD E ANY EXCAVATION. S THESE CONSTRUCTION DOCUMENTS WERE CREATED FROM DIGITIZED BASE INFORMATION PROVIDED BY THE CITY OF SANTA ALA. EXACT LAYOUTS OF ALL HARDSCAPE ELEMENTS MAY NEED TO BE MODIFIED AND SOME FIELD ADJUSTMENTS MAY BE NECESSARY. THE CONTRACTOR SHALL INCLUDE AS PART OF THE BID, TIME AND LABOR FOR ANY MODIFICATIONS NECESSARY E TO IMPLEMENT THE INTENT OF THE DRAWINGS. s g z E Underground Service Alert msund cvlmmlA eg TWO WORKING DAYS �� APPROVED BY BEFORE YOU DIG low. - CBIINeMeyouag. _ N � NOTICE TO CONTRACTOR P N DEPUTY PUBLIC WORKS DIRECTOR DATE RWYSUANT To ASSEMBLY BILL 4216 NO EXNK4nOV PERMIT X WATER RESOURCE LIMAGER 5 VAUO UNLESS THE GDNTRACTR CONTACTS AND OBTAINS m A 9G ALERT TICKET NUMBER. CALL 811 AT !EAST iM0 NRIfdVG DA Y5 AWR W GtlM CWG EXCAVA LION. FILE No.: REVISIONS REFERENCES �WDFEsv THEPsUmRHs°0ER °A� STREET IMPROVEMENTS Q0 P Y OF: 09 2023 NDMBER HATE IN T RTER SCHOOL i" EEWWEE°,'�°w„'m® DEGIGNED: WN DRAWN: iN CHECKED: AK J ^�^ x No. C74766 -x WN31RUCi LITY 601 N. F `'M4S6/ Ld}l[lt£IY'FT/' SANTA ANA 92703 4'. DED CIVIL FOR CMS°IRUCDON: PUBLIC WORKS AGENCY �0..CION COMPLETED: DECW EDNN GAMS CITY ENGINEER RCE ND.: 051505 CITY OF SANTA ANA SHEET 20F 3