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HomeMy WebLinkAboutR_7003_SCITY OF COST A MESA. • Q·• R��-J . (�� NEWPORT "'-. . CE1 "'-"'�AL :4 _ VE 13,· I_� PROJECT LOCATION J3A[BoA LIDO VILLAGE WATER "7��"="�/ ,r""' MAIN AREA ;o<:"!;J,v�1• ,v,i::1o,1!,�, ,. 1, '"'6/ .l 'I 'Q� PROJECT LOCATION t ASSESSlffNT <; DISTRICT 117 ALLEYS fJ)-2 PUBLIC WORKS DEPARTMENT CONCRETE ALLEY AND STREET REPLACEMENT C)PROJECT LOCATION VICINITY MAP CONTRACT NO. 7753-2 PROJECT NO. 21 RO? NOT TO SCALE DATE: '3-2'8-Z&.c:) SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBODK SECTION 1-3.2) � L&T -SURVEY MON. DATE: Rffl/2.p2-D -0-POWER POLE AC BC BCR SVC CATV ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE CABLE TV ULIHAN, P.E , DEPUTY PWD I CITY ENGINEER l I @) ® l>()<J ill! [ll;J Im :¢<--o @ "" p 0 B:'11 CTI:] [EJ �Li/// ,C./ ,i/ j ---- ---- ---ct--- --S-- --W-- --G-- --E-- --T-- -CATV- -x-x-x- SEWER CLEANOU T SEWER MANHOLE FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE SURVEY MONUMENT SIGN TREE IRRIGATION CONTROL VALVE CABLE TV PULL BOX ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE FENCE BLOCKWALL Ii. CNSC&G E EC ECR EVC EXIST FL G GV GB N NTS PROP PB s sco SMH SHT SW SCE T w CENTERLINE CITY OF NEWPORT BEACH CURB AND GUTTER EAST /ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING FLOW LINE GAS GATE VALVE GRADE BREAK NORTH NOT TO SCALE PROPOSED PULL BOX SEWER SEWER CLEAN OUT SEWER MANHOLE SHEET SIDEWALK SOUTHERN CALIFORNIA EDISON TELEPHONE WEST/WATER EAST COAST HWY I BASIS OF BEARINGS: COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE VI, 1983 NAO, (1991.35 EPOCH). COORDINATES ARE BASED ON ORANGE COUNTY SURVEYOR'S GPS POINTS 6292 AND 6293. BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYOR'S GPS POINTS 6292 AND 6293 BEING N54 '49'18.7"W BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "3K-29-68", A 3 3/4" ALUMINUM DISK SET IN THE NORTHERLY CORNER OF A 4' BY 7' CATCH BASIN LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC COAST HIGHWAY AND IRIS AVENUE. w:::,zw> I �-; � > f-----l THIRD A VENUE ECOND A VENUE ELEV. = 84.166 FEET (NAVD 88, YEAR LEVELE � D 1991) ; i ��o o <::====1 "'" -; �-,L-l< < ,__-,___ L � � FIRST A VENUE ��d §§; I I I �Dill] I> --... I '1cq.,2-J �:--,,_ NORTH �� EMERGENCY TELEPHONE NUMBERS ASSESSMENT DISTRICT 117 ALLEYS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY (800)624-8153(800)611-1911(BOO) 332-1321(949)644-3011(714)962-2411(714)542-6222 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS (949)644-3717 LOCATION MAP NOT TO SCALE CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: SEE THIS SHEET DMS BENCHMARK: SEE THIS SHEET CONSULTANTS, INC. CIVIL ENGINEERS 12J'I L is St. fLOJ Gnrd�1 Greve CJ... 9284J F. 71&-74J-8840 F. 714-7.1:)-8842 RCE 34559 EXP. 9/30 21 � NORTH BASIS OF BEft.RINGS: COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE VI, 1983 NAD, (1991.35 EPOCH). COOR DINA TES ARE BASED ON ORANGE COUNTY SURVEYOR'S GPS POINTS 6287R3 AND 6301R2 BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYOR'S GPS POINTS 6287R3 AND 6301R2 BEING N35'43'51"W BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARK "J-782", A 3 3/4" ALUMINUM DISK SET IN THE NE CORNER OF INTERSECTION OF 29TH ST AND NORTHBOUND NEWPORT BLVD, 24.3 FT E/0 C/L OF NORTHBOUND LANES ALONG NEWPORT BLVD. AND 23.3 FT N/0 C/L 29TH ST ELEV. = 6.978 FEET (NAVO 88, YEAR LEVELED 2015) 32ND STREET �Ill I 1111 [I] �I 111111 l[D LIDO VILLAGE WATER MAIN AREA LEGEND IIHIIHIIIIIIIIIIIIIIHHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ALLEY IMPROVEMENTS REVIEWED: SUREN ER DEWAN, RCE 34559 CIVIL ENGINEER APPROVAL RECOMMENDED: . () ' MICA ARTIN DEPUTY PUBLI WORKS DIRECTOR ,_D_E _S-IG-NE_D _: -�D-R-AW_N _: ----<MUNICIPAL OPERATIONS SD CHECKED: NC DATE: /f-7..'7-<'. Q DATE: SD 08 20 2020 APPROVAL RECOMMENDED: M RK VUKOJ VIC, P.E. UTILITIES DIRECTOR DATE cfr 26. 2fl GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED INACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR INTHIS CONTRACT'S SPECIAL PROVISIONS. 2.EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNINGCONSTRUCTION. 3.ALL EXPOSED CONCRETE SURFACES SHA.LL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4.P.C.C. SHALL BE CLASS 560-C-3250 5.CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALLOTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. CONTRACTOR TO COORDINATE WITH UTILITY OWNERSTO P.DJUST UTILITIES 6.PROPOSED PAVE.IENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7.ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO llHE ATTENTION OF THE ENGINEER .FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8.ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALLBE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICft.TED ft.ND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED ATCONTRACTOR'S EXPENSE. CD CONSTRUCTION NOTES SAWCUT AND REMOVE EXISTING ALLEY OR STREET IMPROVEMENTS IMPROVEMENTS ANO CONSTRUCT 6" TH ICK FIBER REINFORCED TYPE Ill PCC ALLEY OR STREET PAVEMENT OVER COMPACTED NATIVE PER CNB STD-140-L, STD-141-L AND TYPICAL SECTIONS ON SHEET 3. REMOVE AND INSTALL NEW SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD-406-L. REMOVE EXISTING AND RECONSTRUCT ALLEY APPROACH PER APPLICABLE PORTION OF CNB STD-142-L, MODIFIED IF INDICATED ON PLAN. REMOVE EXISTING WAllER METER BOX AND INSTALL NEW 1" WATER METER BOX TO GRADE PER CNS STD-502-L. EXISTING UTILITY PULL BOX/VAULT (ELECTRICAL/TELEPHONE/CABLE TV) TO BE ADJUSTED TO GRADE (BY OTHERS) REMOVE EXISTING AND CONSTRUCT 6" THICK PCC PATCH BACK PER CNB STD-140-L. WARP FLOWLINE AROUND SEWER MANHOLE PER DETAIL ON SHEET 3. ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. INSTALL 3/8" PREMOLDED JOINT FILLER. REMOVE AND CONSTRUCT 2" THICK A.SPHALT CONCRETE FINISH COURSE OVER 4" THICK ASPHALT CONCRETE BASE COURSE OVER EXIST. BASE COMPACTED TO 95% RELATIVE COMPACTION. INSTALL 4" DIAMETER BOLLARD ON PRIVATE PROPERTY PER CNS STD-917-L. REMOVE EXISTING AND INSTALL NEW WATER Vft.LI/E BOX AND COVER TO GRADE PER CNB STD-511-L. EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE (BY OTHERS). REMOVE AND RECONSTRUCT 4" THICK PCC CONCRETE/SIDEWALK PER CNB STD-180-L. EXISTING GAS METER BOX TO BE ADJUSTED TO GRADE (BY OTHERS). REMOVE EXISTING AND RECONSTRUCT 6" THICK PCC DRIVEWAY. REMOVE EXISTING PAVEMENT AND INSTALL 2' WIDE BY 1' DEEP FULL DEPTl-1 AC SLOT PAVE. REMOVE AND RECONSTRUCT CllRB & GUTTER PER CNB STD-182-L (TYPE A). (GUTTER WIDTH TO MATCH EXISTING). REMOVE AND RECONSTRUCT CURB PER CNB STD-182-L (TYPE B). REMOVE EXISTING AC PATCH ANO CONSTRUCT DECORATIVE PAVEMENT TO MATCH EXISTING IMPROVEMENTSAROUND EDISON BOX. SWITCH ORIENTATION OF EXISTING TIME WARNER CABLE BOX (BY OTHERS). REMOVE AND CONSTRUCT ALLEY GUTTER PER CNB STD-140-L (WIDTH PER PLAN). REMOVE EXISTING PALM TREE. PAINT 4" SOLID YELLOW LINE PER CALTRANS STD. PLAN A20A. REMOVE AND RECONSTRUCT CROSS GUTTER PER CNS STD-185-L. INSTALL 12" SOLID WHITE CROSSWALK LINE, UNLESS OTHERWISE INDICATED. CROSSWALK WIDTH TO BE10 FEET MEASURED INSIDE TO INSIDE. INSTALL PAVEMENT LEGENDS AS SHOWN PER CALTRANS STANDARDS. INSTALL 4" SOLID DOUBLE YELLOW LINE PER CAL TRANS STD. PLAN A20B. INSTALL 6" SOLID WHITE CHANNELIZING LINE PER CAL TRANS STD. PLAN A20D. INSTALL INDUCTIVE LOOP DETECTOR PER CNS STD-923. PAINT CURB FACE RED. INSTALL 4" SKIP YELLOW BIKE LANE (MATCH EXISTING SPACING). REMOVE EXISTING SEEP DRAIN AND CONSTRUCT 12"x12" SEEP DRAIN AND GRAllE INLET PERDETAIL "H" ON SHEET 19. DISPOSITION NOTES [iJ w EXISTING POWER POLE TO BE REMOVED BY SEPARATE PERMIT PROTECT IN PLACE (ITEMS AS NOTED) SHEET INDEX 1 Tl TLE SHEET 2 INDEX MAP 3 TYPICAL SECTIONS AND DETAILS ASSESSMENT DISTRICT 117 ALLEY PLANS ALLEY IMPROVEMENTS ALLEY 18-E & ALLEY 18-D ALLEY IMPROVEMENTS ALLEY 18-C ALLEY IMPROVEMENTS ALLEY 18-B & ALLEY 18-A ALLEY IMPROVEMENTS ALLEY 19 LIDO VILLAGE WATER MAIN AREA PLANS 14 ALLEY IMPROVEMENTS ALLEY 341-B & ALLEY 339 15 ALLEY IMPROVEMENTS ALLEY 344-B 16 ALLEY IMPROVEMENTS ALLEY 316-B 17 18 19 4 5 6 7 8 9 ALLEY IMPROVEMENTS ALLEY 14, ALLEY 18-A & ALLEY 15-A ALLEY IMPROVEMENTS ALLEY 20-D & ALLEY 20-C A.LLEY IMPROVEMENTS ALLEY 314-B STREET IMPROVEMENTS 30TH STREET STREET IMPROVEMENTS 32ND STREET STREET IMPROVEMENTS 38TH STREET/ LAKE AVE INTERSECTION 10 ALLEY IMPROVEMENTS ALLEY 20-C & ALLEY 20-8 11 ALLEY IMPROVEMENTS ALLEY 20-B & ALLEY 20-A 12 ALLEY IMPROVEMENTS ALLEY 20-A & ALLEY 17-A 13 ALLEY IMPROVEMENTS ALLEY 17-A & ALLEY 17-B APPROVAL RECOMMENDED: C-7753-2 ' CONCRETE ALLEY AND STREET REPLACEMENT CORI, P.E. ENGINEER DATE: � -1..'=-. '2-e,Z.o TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7003-S SHEET 1 OF 19 -- • ,- ' • ' FOURTH A VENUE • ~ 11'\ . 34559 !/JI •~• Exp.ti30/21 "-/ ,'$'} CIVIi. ~'<-~":} ~~1.1 );;/ RECORD DRAWINGS . These Record Dra'Mngs have been_ prepared based on information sub~1tte~, _in pat, by others. While this information is bel ieved to be r~li~ble, ~%;tmNaeyw:a~~ b::~ i~~ir~orated responsible to its ao:::uracy, nor for errors or om1ss1ons into these plans as a result • • \1 111 I DJ \ 111 llJJE~~I [[1 ~ '' - • I . • JAMES M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER PROJECT NO. 21R07 DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES CONCRETE ALLEY AND STREET REPLACEMENT CONTRACT NO. 7753-2 CONSTRUCTION NOTES SHEET INDEX LOCATION MAP 1 R-7003-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE SHEET CONCRETE ALLEY AND STREET C-7753-2 VICINITY MAP REPLACEMENT LIDO VILLAGE WATER MAIN AREA PLANS ASSESSMENT DISTRICT 117 ALLEY PLANS DISPOSITION NOTES PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH 2 19 R-7003-S C-7753-2 REPLACEMENT CONCRETE ALLEY AND STREET INDEX MAP TYPICAL SECTIONS AND DETAILS CONCRETE ALLEY AND STREET PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH REPLACEMENT 3 19 C-7753-2 R-7003-S UNAUTHORIZED CHANGES & USES ENGINEER'S NOTICE TO CONTRACTOR GENERAL NOTES DETAIL "E" ALLEY APPROACH DETAIL NOTE ALLEY APPROACH DETAIL DETAIL "D" ALLEY APPROACH DETAIL DETAIL "B" ALLEY APPROACH DETAIL DETAIL "C" ALLEY APPROACH DETAIL DETAIL "A" CONSTRUCTION NOTES FROM ALLEY 19 W/O 1ST AVENUE TO STA. 15+00 ALLEY 18-E & ALLEY 18-D CONCRETE ALLEY & STREET REPLACEMENT PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH 4 19 R-7003-S C-7753-2 LEGENDDISPOSITION NOTES NOTE ALLEY APPROACH DETAIL DETAIL "H" FROM STA. 15+00 TO STA. 20+00 ALLEY 18-C CONCRETE ALLEY & STREET REPLACEMENT PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH 5 19 R-7003-S C-7753-2 LEGENDDISPOSITION NOTES NOTE FROM STA. 20+00 TO STA. 26+00 ALLEY 18-B & ALLEY 18-A CONCRETE ALLEY & STREET REPLACEMENT PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH 6 19 R-7003-S C-7753-2 LEGENDDISPOSITION NOTES NOTE DETAIL "I" FROM ACACIA AVE TO BEGONIA AVE ALLEY 19 CONCRETE ALLEY & STREET REPLACEMENT PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH 7 19 R-7003-S C-7753-2 LEGENDDISPOSITION NOTES NOTE ALLEY 14, ALLEY 18-A & ALLEY 15-A CONCRETE ALLEY & STREET REPLACEMENT PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH 8 19 R-7003-S C-7753-2 LEGENDDISPOSITION NOTES NOTE 9 R-7003-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONCRETE ALLEY & STREET REPLACEMENT ALLEY 20-D & ALLEY 20-C FROM 1ST AVENUE TO STA. 15+00 C-7753-2 LEGENDDISPOSITION NOTES NOTE FROM STA. 15+00 TO STA. 20+00 ALLEY 20-C & ALLEY 20-B CONCRETE ALLEY & STREET REPLACEMENT PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH 10 19 R-7003-S C-7753-2 LEGENDDISPOSITION NOTES NOTE FROM STA. 20+00 TO STA. 22+85.79 ALLEY 20-B & ALLEY 20-A CONCRETE ALLEY & STREET REPLACEMENT PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH 11 19 R-7003-S C-7753-2 LEGENDDISPOSITION NOTES NOTE ALLEY 20-A & ALLEY 17-A CONCRETE ALLEY & STREET REPLACEMENT PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH 12 19 R-7003-S C-7753-2 LEGENDDISPOSITION NOTES NOTE DETAIL "J" CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONCRETE ALLEY & STREET REPLACEMENT ALLEY 17-A & ALLEY 17-B C-7753-2 R-7003-S 1913 LEGENDDISPOSITION NOTES NOTE CONSTRUCTION NOTES 1914 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BETWEEN 31ST STREET & 32ND STREET ALLEY 341-B & ALLEY 339 C-7753-2 R-7003-S FROM NEWPORT BLVD TO VILLA WAY DISPOSITION NOTES NOTE CONCRETE ALLEY & STREET REPLACEMENT LEGEND CONSTRUCTION NOTES BETWEEN NEWPORT BLVD TO VILLA WAY PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH ALLEY 344-B 15 19 R-7003-S C-7753-2 FROM 28TH STREET & 29TH STREET DISPOSITION NOTES LEGEND NOTE CONCRETE ALLEY & STREET REPLACEMENT CONSTRUCTION NOTES BETWEEN 35TH ST & 36TH ST FROM LAKE AVE TO BALBOA BLVD ALLEY 316-B PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH R-7003-S 16 19 C-7753-2 LEGEND DISPOSITION NOTES NOTE CONCRETE ALLEY & STREET REPLACEMENT CONSTRUCTION NOTES C-7753-2 R-7003-S BETWEEN 33RD ST & 34TH ST FROM LAKE AVE TO BALBOA BLVD CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 17 ALLEY 314-B 19 LEGEND DISPOSITION NOTES NOTE CONCRETE ALLEY & STREET REPLACEMENT CONSTRUCTION NOTES FROM BALBOA BLVD TO NEWPORT BLVD 30TH STREET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1918 R-7003-S C-7753-2 DISPOSITION NOTES NOTE CONCRETE ALLEY & STREET REPLACEMENTLEGEND CONSTRUCTION NOTES FROM SEASHORE DRIVE TO BALBOA BLVD PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH R-7003-S 1919 32ND STREET C-7753-2 LEGEND DISPOSITION NOTES NOTE CROSS GUTTER DETAIL CROSS GUTTER DETAIL DETAIL "G" DETAIL "F" CONCRETE ALLEY & STREET REPLACEMENT TRAFFIC LOOP LEGEND AND 39TH STREET/LAKE AVENUE INTERSECTION 12"x12" SEEP DRAIN AND GRATE INLET PLAN VIEW SECTION A-A A A DETAIL "H"