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HomeMy WebLinkAboutS_5172_SI I, ~ ~ _ti.J-_-IJ-_ _:::AOAMS:=__~::::.E.:::...._.,---~ (lJ we COllEGE z ~ z ~ t ~ I CITY OF COSTA MESA I LL L.J ~ ~ I I ' 191H sr. <( ..... z L.J ~ a.. VICINITY MAP REDUCED SCALE SYMBOL LEGEND pp =O= SI.ID scoo POWER POLE MANHOLE CLEANOUT POWER POLE ANCHOR __,,__.,..__ WOOD FENCE ••~-=-cww BLOCKWALL 0 TREE 0 0 SHRUBBERY = ..,,,, .-....,_ ASPHALT PAVEMENT I·.· . · .. · ...... , . . . . . . • • • • .•. • • • •. CONCRETE BUILDING EXISTING CONSTRUCTrON -----PROPERlY LINE NEW CONSTRUCTION ---'t.---CENTERLINE --G GAS LINE 55 SEWER LINE 'JJ WATER LINE --E POWER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE SD--STORM DRAIN 2 SEWER CLEANOUT (PER RECORD) .. SEWER LATERAL (PER RECORD) Underground Service Alert CALL TOLL FAE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG BAKER 1 • Y ~ CITY // OF / IRVINE / UN VERSI TY U.C.I. GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTIRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTIRUCTION, 1994 EDITION, AND SUPPLEMENTS. 2. NOT USED. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL 6C: RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 4. STATIONS SHOWN THUS [0+00) ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 5. THE WALLS AND FACE OF ALL EXCAVATrONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TIRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. SEE SOILS REPORT FOR ADDITIONAL INFORMATION. 6. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK f>.S DESCRIBED IN NO. 5 ABOVE FROM CAL-OSHA. PUBLIC WORKS DEPARTMENT 7. ALL SEWER PIPE SHALL BE BEDDED PER DETAIL ON SHEET 2. 8. VCP SEWER PIPE IJAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SHALL BE MANUFACTURED PER ASTM 0-3034 SDR-35 OR ASTM F-789. ALL FITTINGS SHALL PREFABRICATED FULL-BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12" RD. OCEAN ABBREVIATlONS AB AC APP'D AVE BC BEG BSW C CLR CMP CMU co CONS CONC CONST DR DWY E E'LY EC ELECT ELEV EG EX EXIST F FG FL FS GM HOR HORIZ INSP INT INV JT L LF MAX MH MIN AGREGATE BASE ASPHALT CONCRETE APPROVED AVENUE BEGIN CURVE BEGIN BACK OF SIDEWALK CUT CLEAR CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEANOUT CITY OF NEWPORT BEACH CONCRETE CONSTRUCT/CONSTRUCTION DRIVE,DRAIN DRIVEWAY EAST EASTERLY END CURVE ELECTRIC ELEVATION EX ,ST I NG GRADE EXISTING EXISTING FILL FINISHED GRADE FLOW LINE FINISHED SURFACE GAS METER HORIZONTAL HORIZONTAL INSPECTION INTERSECTION INVERT JOINT LENGTH LI NEAR FEET MAXIMUM MANHOLE MINIMUM N N'LY NTS o.c. PC PCC PL pp PROP PT PVC PVMT R RCP RET R/R R/W s sco SD SDMH SHTS SLD S'LY SMH SP ss ST STA STL TAN TF TW TOS TYP VAR VCP VERT NORTH NORTHERLY NOT TO SCALE ON CENTER {SPACING) POINT OF CURVATURE PORTLAND CEMENT CONCRETE PROPERTY LINE POWER POLE PROPOSED PO I NT /PO I lff OF TANGENCY POLYVINYL CHLORIDE (PIPE) PAVEMENT RADIUS REINFORCED CONCRETE PIPE RETAIN/RETAINING RAILROAD RIGHT-OF-WAY SLOPE SEWER CLEAN OUT STORM DRAIN STORM DRAIN MANHOLE SHEETS SOLID SOUTHERLY SEWER MANHOLE SPECIAL SANITARY SEWER STREET STATION STEEL TANGENT TOP OF FOOllNG TOP OF WALL TOP OF SLOPE TYPICAL VARIED VITRIFIED CLAY PIPE VERTICAL W WEST W'LY WESTERLY WSP WELDED STEEL PIPE EMERGENCY TELEPHOtE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES) COUNlY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNllY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS 880-427-2200 895-0221 611 644-3011 962-2411 542-6222 AFTER 6:00 PM 542-3975 720-4040 1-800-422-41133 108-112 KINGS PLACE SEWER MAIN REPLACEMENT PROJECT APPROVED: APPROVED: 10 BASIS OF BEARINGS: NOT APPLICABLE PUBLIC WORKS DIRECTOR R.C.E. 16791 UTILITIES MANAGER R.C.E. 25553 I / / s-,,. " • " KINGS RD COAST HWY PROJECT LOCATION MAP NOT TO SCALE BENCHMARK: NOT APPLICABLE DATE: DATE: ABOVE THE TOP OF THE PIPE AND SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF ~~~ • 9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. 644-3311 FOR PUBLIC WORKS, 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO 6E NOTIFIED AFTER PLACEMF.NT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB ANO GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 10. SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE DISTANCES ALONG PIPE. NOTES 0 FURNISH AND INSTALL 6-INCH VCP PUBLIC SEWER MAIN. BEDDING AND BACKFILL PER DETAIL SHEET 2. 0. FURNISH AND INSTALL 6-INCH PVC PUBLIC SEWER LATERAL AND CLEANOUT PER CITY OF NEWPORT BEACH ST0-406-L. BEDDING AND BACKFILL PER DETAIL SHEET 2. (";\ FURNISH ANO CONSTRUCT 48-INCH ID MANHOLE PER CITY OF NEWPORT V BEACH STD-401-l. 0 FURNISH .AND INSTALL 4-INCH PVC PRIVATE SEWER LATERAL AND CLEANOUT PER CITY OF NEWPORT BEACH STD-406-L. BEDDING AND BACKFILL PER DETAIL SHEET 2. fc\ FURNISH AND INSTALL 6-INCH VCP PUBLIC SEWER MAIN CLEANOUT PER DETAIL V SHEET 2. 0 REMOVE INTERFERING PORTIONS OF EXIST IMPROVEMENTS. 0 CONTRACTOR TO ABANDON AND PLUG EXIST 6" WSP SEWER MAIN AT MANHOLE. 0 PROl'ECT IN PLACE, ITEM AS NOTED. fn\. FURNISH AND CONSTRUCT SEWER MAIN CASING PER CITY OF NEWPORT BEACH V STD-410-L. ~r£ss, z; KELLf 1..1ro~ ~ ,to. 52646 -II 12/31/98 xp, __ _ CIVIL OF C~\. SHEET INDEX SHEET 1 2 DATE BY DESCRIPTION TITLE SHEET SEWER PLAN AND PROFILE STA. 10+00 TO 10+82 DESCRIPTION REVISIONS APP'D RECORD DRAWING --i SEAL IWA ENGINEERS 600 The City Pa~way We5t, Suite 300 Orange, CA 92868 (714) 456-0166 Fax (714) 456-0161 108-112 KINGS PLACE SEWER MAIN REPLACEMENT PROJECT TITLE SHEET CITY OF NEWPORT BEACH S-517 2.· PUBLIC WORKS DEPARTMENT SHEET 1 OF 2 J.N. 252.19 2/3/98 15,49,25 FILE ~ J,\252.19\25219T01.0WG I I, ;;: c:.. C ~ 0 C ;? jj > < T Z m ~ ti ~ z " C < a fl J "'---- ~ I 0 5 a n " D § JJ 0 ~ m O TI CD ~ ~ 2 0 ~ z ~ . 0 Zil s • < :u z m \2 C 2l IO z \ ) "'---- " ~ z I 0 r 0 TI 0 m 0 0 TI " 0 " m 0 TI " 0 ~ ' z 6 C z < ~ . TI '" ., ~ ~ TI z m 0 ~ r ~ 0 " ~ ~ - c:, ,, N C J ): < < = < G -< ( < C [ • ( j < < ' ( 1' MIN, AT PAVEMENT SURFACE REPLACE WITH 1• THICKER A,C, SECTIONS, THAN EX, A,C. SECTION (CotiPACTION ga.; MIN.} REPLACE P.C.C. SECTIONS WITH MINl!Alt.l OF 8-INCH SECTION, &• MIN 0,0. (PIPE B>RREL) TRENCH SHEETING OR SHORING ( IF USED) UNDISTURBED SOIL. TYPICAL FOR A,C .. STREETS, OVERLAY ENTIRE SECTION SHOWN WITH 1 1/2• A.C. OVERLAY, GRIND EXIST. STREET 5' MIN. F'RCN EACH EDGE OF GUTTER OR CURB FACE TRENCH WIDTH EX. PAVEMENT OTE 6 1' MIN AT PAVEMENT SURFACE PIPE BEDDING AND TRENCH DETAIL N.T.S. CONCRETE ca.LAA ""ERE OCCURS <f .. 05 ·O O 3/4• ADGREGI\TE EIA5E ROCK MATERIAL • • FINISH GRADE \V,IERE OCCURS . . FLQW SEWER MAIN CLEANOUT N.T.S. NATURAL CRACE "1-ER£ OCCURS NOTES: 1. TRENCH ~IIIDTH SHALL BE 0.0, + 12• MINIW'-1, OR 0.0. + 4:o· tJAXI ....... , INCLUDING THICKNESS Of TRENCH SHORING Off SHEETING. 2 BACKFILL 'SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.J, EXCEPT THAT RELATIVE Ca.PACTION SHALL BE: go PERCENT MINIMUM. J MiEN TH[. IW..X I t1..N TRENCH WI 0TH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CM.CULA1't,ONS FOR THOSE MOOIFICATIONS OF PIPE STRENGTH /\ND/OR BEDDING YIHICH WILL PROVIDE AN IN-Pl.ACE'. FACTOR OF' SAFETY EQUIVALENT TO THAT PROV I DEC! IN THE CONTRACT. .&, BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 3,oe-1.2.1. EXCEPT THAT: (A) CLAS'S 100-E-IOO SLURRY MAY BE SUSST I TUTEO FOR 'SHAPED BEDDING AT THE CONTRACTOR'S OPTl•:>N A.ND SOLE EXPENSE, (B) HAU~CH BEDDING SHALL BE HAND TN.PED TO gD,1; RELATIVE Cat.FACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. \V-IERIEUPON THE REMAINDER OF BEDDING (ABOVE- SPfi! I l~GL I NE) UAY BE CCUIACTED CONCURRENTLY WI l'H THE SACl<F I LL. 5. TRENCH l~ESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENf SHALL BE PER STANDARD SPECIFICATIONS SECT ION J,06-1.?i, EXCEPT THAT CONCRETE SHALL BE s• THICI< MtNIIMUM CLASS 5150-C-3250. ij, IF MAIN LINE TRENCHES RESULTS IN PAVEMENT WIDTH OF 5' OR LES.S, PAVE'-'ENT SHALL BE REMOVED TO EDGE OF GUTTER, 7, TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1,5, EXCEPT THIAT: (A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO E:<C:EED 4• THICI<. (8) APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NEC:ESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. CJ:Hf8N NAIDi· 1. BACl<Flll MATEl~Al SHAU. BE COMPACTED TO 115 ,S: of OP'TMLIM WITH J/4• ACGREGA TE BASE ROCK MATERIAL 2. SEYl£R CLEMJOJT COVER SHALL BE MARKED "sEWER" ON THE TRIANGULAR UD. l. SDR-l!I PVC PIPE SHAU. a£ USED MiEH THE ~ MAIN IS PVC, AHO VCP SH'1.L BE USED ~HEN TltE SE\IIER WAIN IS VCP. 4. D-SEE PRO.E:crr PLANS. COHSIBI ICDPI UtJE; Q) e·xe· OR e"XI·, !:IDR-lD PVC (It YCP, WYE aRANOt FlTTINO. @ SOR-35 P\C OFl ,a SE\1£R WAIN, BELL ANO SPIOOT END. @ CI.EANOUT COVER SH'1.L BE CONSTRUCTED PER ,PPU""8LE PORTIONS OF s,n ... e.11-L © RUBBEA MEQ-IANIC;:AL BANDED SEAL COUPUNC: STAINLESS SlEEL BANOS: F'ERNC0 CIR CITY APPR0\€0 EQUIVALENT. @ INSTALL ABS STOf'PER .. RUBBER COUPLING. USE MISSIQ\I CI.AY PROOUCTS STOPPl!R OR APPftO"-l'EO EQUAL. LIMIT OF CONB EASEMENT 490 480 470 460 L=3.0 S•0.10 6" VCP ~ + 0 "" ~ 0 ~ ~ Ul 0 470 PROPOSEO CONC WALK IDEN ICAL 470 ... r-::::::Y 6" Vcp STA: 10+65 INV: 466.8 460 SANITARY SEWE:R PROFILE 10+50 _, 470 ' EXIST GROUND 14 "11 CASING , •,-~• •• ••--.. --n~·--·--.--•---• • ~*-~< • •-·• ---,,• -------- .ll,,!----i--•-'"·-------- D4IST CMU RET WALL EXIST SIDEWALK SCALE: , __ , .. -EXIST [~. HORIZ. 1 "= 1 o• POTHOLE REQUIRED VERT. 1"= 4' -· ..... '-=-=------------' 10+00 I u 8 GAS 460 450 440 EXIST RET WALL 0 FURNISH AND INSTALL 6-INCH VCP PUBLIC SEWER MAIN. BEDDING AND BACKFILL PER DETAIL SHEET 2. ~ FURNISH AND INSTALL 6-INCH PVC PUBLIC SEWER LATERAL AND CLEANOUT PER V CITY OF NEWPORT BEACH STD-406-L. BEDDING AND BACKFILL PER DETAIL s ~...:.-----' ---' - EXISTING PRIVAlE LATERAL 4" ss 6" WSP SS ___ STA: 10+ 78.1 ------- REQUIRED 1 O' WIDE SEWER EASEMENT TO BE DEDICATED TO THE CITY OF NEWPORT BEACH ---- co #2 STA: 10+33 10.5'± LT PL ANGLE PT ---- io ------- 18" SD SANITARY SEWER PLAN ELEC MH 1 STA: 10+00 co 1/3 STA: 10+07 15.5'± LT PL ------ .: •le; (J1 • j t f (j) ~ I I u I u I -H co a, - -H "' a, SHEET 2. r;\ FURNISH AND CONSTRUCT 48-INCH ID MANHOLE PER CITY OF NEWPORT V BEACH STD-401 -L. 0 FURNISH AND INSTALL 4-INCH PVC PRIVATE SEWER LATERAL AND CLEANOUT PER CITY OF NEWPORT BEACH STD-406-L, BEDDING AND BACKFILL PER DETAIL SHEET 2. ,;-. FURNISH AND INSTALL 6-INCH VCP PUBLIC SEWER MAIN CLEANOUT PER DETAIL V SHEET 2. 0 REMOVE INTERFERING PORTIONS OF EXIST IMPROVEMENTS. 0 CONTRACTOR TO ABANDON AND PLUG EXIST 6" WSP SEWER MAIN AT MANHOLE. 0 PROTECT IN PLACE, ITEM AS NOTED. 0 FURNISH AND CONSTRUCT SEWER MAIN CASING PER CITY OF NEWPORT BEACH STD-410-L. 1"=10' l OF Ess, ;:; ; EJ '( HOU.rt ~ Ii/ Jt,0 52646 <;;; ii xp. 12/31/98 it CIVIL OF C~I. RECORD DRAWING APPROVED Ut1ui1ES ENGINEER R.C.E. NO DATE 4§214 1 08-112 KINGS PLACE SEWER MAIN REPLACEMENT PROJECT SEWER PLAN AND PROFILE MISCELLANEOUS DETAILS APP'D DESICNED DRAWN RMB CHECKED DATE 1--o,_1E_.__sY__,l ______ □E_sc_R1_PT_10N _____ _,__-+----+----'-sM--1M c ITY o F NEWPORT s EACH ui~•:..:S~lu7!....io_..i~ PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 REVISIONS KEN 2/3/98 J.N. 252.19 2/3/98 08:23:60 FILE = J:\252.19\25219C01.DWG E z ;: " 2 IT " C a ' :;:; 0 < > IT z m CI 0 rr ,-:I C "' D ~ z ~ ~ ~ z l 0 C r 0 J " 0 rn CJ ~ C I D C ~ < IT 0 I D m 'a "' ' z 0 G C 2 < 0 -rn ~ " C 0 ' ~ rr < J> s " z iS _m ~ r L J ~ 0 D z ;:; ~ 2 I 0 r 0 D n m 0 C • D ' ~ 0 D ~ " ' z 0 C z < "' m D a ' ~ "" > s " z !" n J> C ~ D D z ~