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HomeMy WebLinkAboutR_6032_SCITY Of COSTA MESA PJJ,CIF!c CJ PROJECT LOCATION VICINITY MAP NOT TO SCALE SYl'v1B0l ABBREVIATIONS (IN ADDITION TO GREEN800K SECTION 1-3.2) -0-POWER POLE @I SEWER CLEANOlJT ® SEWER MAN HOLE it)) STORM DRAIN MANHOLE tO::I FIRE HYDRANT !Ii! WATER METER lllJ STREET LIGHT PULL BOX Ill!! TRAFFIC SIGNAL PULL BOX :¢,-a S1REET LIGHT 0 WATER VALlff_ (,-GUY WIRE A SURVEY MONUMENT p SIGN ell \/AULT \/ENT e TREE a IRRIGATION CONTROL VAL VE !!'il CABLE TV PULL BOX 0 CORING LOCATION (!;) ELECTRICAL MANHOLE OCI ELECTRICl\l PULL BOX ~ ««««A BUfLDING ----EXISTING CONSTRUCTION - ----PROPERTY LINE NEW CONSTRUCTION ---i---CENTERLINE ----S----SEVi.tR LINE -----W-----WATER LINE ---G---GAS LINE --E--ELECTRICAL UN£ --T TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x.-x--x-FENCE BLOCKWALL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AB AGGREGATE BASE ARV AIR RELIEF VAL\IE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICl\l CURVE 13LK BLOCK CATV CABLE TV Cl CAST IRON i CENTERLINE CNS CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST /EI.EClRIC EC END CURVE ECR END CURVE RETURN EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW UNE FM FORCE MAIN G GAS GV GATE VAL\IE GB GRADE BREAK GE GROOlff_D ENO IP&T IRON PIPE AND iAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE s SEIW:R sco SE\11:R CLIEANOUT SMH SE\11:R MANHOLE SHT SHEET SW SIDEWALK s SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE w WEST/WATER W/ 'MTH BASIS OF BEARINGS: BENCHMARK: PUBLIC WORKS DEPARTMENT BAYSIDE DRIVE AND AREA STREETS PAVEMENT REHABILITATION LEGEND ~;:_2;2$1 -PER CONSTRUCilON NOTE ® I./_.// ·1-PER CONSTRUCTION N01E ® I . ' I I -PER CONSTRUCTION NOTE @ HARBOR ISLAND ROAD, HARBOR ISLAND DRIVE, BAYSIDE DRIVE, AND AVOCADO AVENUE C-5212 <Tl ;1/)/) I -0 l: APPROVED:_~-A,): _..·f/!~J...,b,,..hJ~·•_/~'-------- DIRECTOR OF PUBLIC WORKS R.C.E. NO. 3-6~00 47'?1f>I APPROVED, PatCH ~ DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. ~+9§1 44v~ DA TE: 9.// f /2 5 -I DATE: q /It 'Uil.3 GENERAL NOTES 1. AUL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STA TED IN THE CITY'S ST AND ARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR \IERIFYING THE ACTUAL lOCA TION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALIL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMOITS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. All OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE Of EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN Tl-IE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION .. B. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CAULED FOR IN THE SPECIFICATIONS, OR VICE -VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS ANO SPECIFICATIONS OR ORDINANCES AND LAWS SH ALL BE REPLACED AT CON TR ACTOR'S EXPENSE. 9. CONTRACTOR TO FIELD VERIFY AND RECORD EXISTING TYPE AND LOCATIONS OF All EXISTING STRIPING AND PAVEMENT LEGENDS, AND CONTRACTOR WILL REPLACE ALL STRIPING &: LEGENDS PER THEIR EXISllNG CONDITIONS ANO LOCATIONS PER THE AS-BUILT CONDITION IN FIELD. STRIPING PLANS INCLUDED HEREWITH ARE FOR REFERENCE AND AS BUil T CONDITION Will SUPERCEDE PLANS. CONSTRUCTION NOTES NO. DESCRIPTION 1 CONSTl'<UCT MODIFIED 6" CURB AND GUTTER PER CITY OF NEWPORT BEACH S10-11'l2-L W/18" WIDE GUTTER. 2 CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE 7 PER SPPW CONSTRUC110N STD. PLAN 616-2. 3 4 5 6 7 8 9 10 REMOVE PORTION OF THE INTERFERING EXISllNG CURB. CONSTRUCT 4• AC OVER VARIABUE DEPTH AB OVER EXISTING AC SECTION PER PLAN. REMOVE PORTION Of THE INTERFERING EXISTING A.C. PAVEMENT. PROTECT EXISTING TREE ROOT IN PLACE. INSTALL 4• PERFORATED SDR-35 PVC SUEJDRAIN PIPE PER DETAIL 7 ON SHEET 17. CORE SIJBDRAIN OUTLET THROUGH WALL FOR DISCHARGE TO GRlll)E. ------- INSTALL :3'X5' MIN. GROUTED RIP-RAP AT EXIS17NG FINISHED GRADE/DRAINAGE OUTLET. QUANTITIES 119 LF 93 LF 119 LF 1,242 SF 166 SF 1 LS 93 LF 1 LF 15 SF 131,820 SF CONTRACTOR TO COLD PLANE/GRIND 2" BELOW EDGE OF GUTTER TO ½" AT STREET CENTERLINE; AND TO CONSTRUCT A 2• AC OVERLAY PAVING AND LE\IELLING COURSE. (F.S. ELEVATION AT CENTERLINE WILL RAISE 1 -------->-----½" ANO TRANSITION TO EXISTING GRADES AT EDGE Of GUTTER.) 11 CONTRACTOR TO COLD PLANE/GRIND 2" OVER EXISTING STREET, AND TO CONSTRUCT 2" AC OVERLAY PAVING. (F.S. ELEVATION Wllll MATCH E)(ISTING GRADES.) ;------t- 12 13 15 16 CON Tl'lACTOR TO REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOPS WITH ALL CONNECTIONS TO CONTROLLERS. CONTRACTOR TO REMOVE EXISTING CURBS AND ENHANCED PAVING AT LANDSCAPE MEDIAN ISLAND, AND TO CONSTRUCT NEW 6" CURB PER CITY OF NEWPORT BEACH SlD-182--L. INSTALL TRUNCATED DOMES ON EXISTING HANDICAPPED ACCESS RAMP Pm CITY OF NEWPORT BEACH STD-181-L-D. SAWCUT AND REMOVE EXISllNG AC/AB STREET SECTION AND NATIVE SOIL AS REQUIRED TO CONSTRUCT 2" AC OVER 7.5" AC/AB OVER 95% COMPACTED NATIVE. 17 CONTRACTOR TO PROTECT IN PLACE EXISTING CURB, GUTTER AND WALK IMPROVEMENTS IN PLACE. 18 CONTRACTOR TO PROTECT IN PLACE EXISTING UNDER GROUND/SURFACE UTILITY IMPROVEMENTS IN PLACE. 19 CONTRACTOR TO RAISE TO GRADE EXISTING RIM/COi/ER OF EXISTING MANHOLES. GATE VALVES OR VAULTS AS REQUIREO FOR NEIii PAVEMENT ELEVATIONS. ···········I 20 CON1RACTOR TO PERFORM WORKS ON SPECIFIC ADDRESS PER WORK ORDER CHART ON PLAN. 21 REMOVE AND REPLACE EXISTING HANDICAP ACCESS RAMP PER CITY OF NE\IIPORT BEACH SID-181-L-El "CASE H" AND "CASE J" AND STD-181-l-D. 22 CONTRACTOR TO REMOVE EXISTING ENHANCED PAVING AT LANOSCAPE MEDIAN ISLAND. (FINISHED ELEVATION TO MATCH EXISTING GRADES.) -~~- 30 INSTALL PAVEMENT LEGEND TYPE IV (L) ARROW PER CAL TRANS STD. A24A. ----------------➔ 31 INSTALL PAVEMENT LEGEND TYPE VII (L) ARROW PER CAL !RANS sm. A24A. 32 INSTALL PAVEMENT LEGEND TYPE IV (R) ARROW PER CAL TRANS sm. A24A. ---------------! 33 INSTALL 12• WHITE LIMIT LINE: PER CALTRANS STD. 1124£. 34 INSTALL s• WHITE LINE PER CAL TRANS STD. A20D, DETAIL 38A. 35 INSTALL DOUBLE YELLOW LINE PER CAL TRANS sm. A208, DETAIL 27. 36 INSTALL 4" DASHED WHITE LINE PER CAL1RANS STD. A20A, DETAIL 9, INCLUDING PAVEMENT MARKERS. 37 INSTALL 6" WHlTE BIKE LANE STRIPING PER CAL TRANS STD. A20D, DETAIL 39. JS INSTALL 6" WHITE BIKE LANE INTERSECTION LINE STRIPING PER CAL TRANS STD. A20D, DETAIL 39A. 40 INSTALL BIKE LANE LEGENDS PtR CALTRANS &: CITY OF NEWPORT BEACH STANDARD (•BIKE', 'LANE". & ARROW). 42 INSTALL PAVEMENT LEGEND TYPE VII (R) ARROW PER CAL Tl'lANS SID. A24A. ----- 43 INSTALL PAVEMENT LEGEND "STOP" PER CAL TRANS sm. A240. 44 INSTALL PAVEMENT LEGEND T'l'l'E I 10'-0" ARROW PER CAURANS STD. A24A. 45 INSTALL SHARED LANE MARKING (SHARROW) LEGEND PER CALIFORNIA MUTCD FlG. 9C-9. 46 INSTALL DOUBLE i'ELLOW LINE PER CAL TRANS STD. A20A, DETAIL 22. 47 INSTALL 4' YELLOW DASHED CENTERLINE STRIPING PER CAL TRANS STANDARDS A20A, DETAIL 1. 48 INSTALL 4" WHITE LANE LINE EXTENSIONS THROUGH INTERSECTION PER CALTRANS SlD. A200, DETAIL 40. 50 INSTALL 4" SOLID WHITE STRIPING PER CALTRANS STANDARD. 51 INSTALL 4" YELLOW DASHED Cl':NTERUNE STRIPING PER CAL TRANS STD. A20A , DETAIL 2. 52 INSTAUL DOUBLE i'ELLOW LINE PER CAL TRANS sm. A20A, DETAIL 22 (W/ RPM l!li 12' 0.C.). 405,277 Sf 48 LOOPS 272 LF 2 EA 12,345 SF 178 EA 2 EA 1,930 SF 26 EA 2 EA LOCATION MAP 53 INSTAUL MEDIAN ISLAND STRIPING PER CAL TRANS STD. A20B, DETAIL 29. ,..--------------------------1----'--'--+---=---55 INSTALL RED CURB STRIPING PER EXISTING RED CURB LOCATIONS. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT 11 ME WARNER CABLE COX COMMUNICATIONS DAY (800) 624-8153 (80()) 611-1911 ~ 800) 332-1321 IJ4!.I) 644-3011 714) 962-2411 (714) 542-6222 (714) 542-6222 NIGHT (949) 644---3717 PREPARED BY: NOT TO SCALE URBAN RESOURCE CONSUL TI>IG CI\Al ENGINEERS 23 Mou1'1lly, St!Jte 110 lrvir,e, CA 921318 Phom,: 949-727-9095 F<ll<! 949-727-9098 DATE 1-------s_H_E_E_T __ 1 N_D_E_x _________ ~i--=5~6---1:1:N.sTAlll sLuE RA1sro FIRE HYDRAN_T_M-ARKERs Pm c1TY oF NEWP_o_RT_sE_-A_c_H_s_m_-_e_o2_-_L_. --------1 1 2 3-9 10-16 17 18 TITLE SHEET DETAIL SHEET STREET IMPROVEMENT PLAN STREET S1RIPING PLAN PARK.ING LOT RECONSTRUCTION PLAN /\DA IMPROVEMENT PLAN (11X17 PLAN IN SPEC'S) APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: =I/ML~.~&✓_~ 1 2JL__: ' MARK HARMON Ml¢H~CORI, RCE 46214 MUNICIPAL OPERATIONS 'ASSIS'l¼NT CITY ENGINEER DEPARTMENT DIRECTOR DATE,'1~{~.lj DATE: q -\ 1 -\ S C-5212 REVIEWED: :r: STREET IMPROVEMENT PLANS ~ ,,--\ _J ~ " A --✓ ' STREET REHABILITATION ~ tx PA ICK ARCINlt'.GA, RCE 70 40 TITLE STREET ~ ~ SENIOR CIVIL ENGINE w ~D-E-~~GN~.E~D~,~TD~RA~~=,~-~--------------------------8-~5~ JR JT CITY OF NEWPORT BEACH R-6032-IL 0 ~ CHECKED: JII DA~ 29 2013 PUBLIC WORKS DEPARTMENI SHEET 1 or 18 u R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS STREET REHABILITATION C-5212 2 DETAILS 0 -- (2") MIN DESIGN LOADING CASE I OR II PER SPPWC 61 7 PCC ST£M", ~TOE OF SLOPE INTERSECTION #16M @ 400 (#5 @ 16") #16M @ 400~~ (#5 @ 16") '' 194 mm (7 5/8") ' ' ---@ • #16M ( #5 )~-.___.¥ - TOTAL 5 L, --h I W/2 w : I 150 mm..-:'.r-l,(6") I j 150 mm I w (5") TYPE 7A TYPE 78 AT@)BARS, NO SPLI CES ~THIN 500 mm (20") FROM TOP OF FOOTING NOT£5: I. SEE SPPWC 617 FOR STANDARD WALL DETAILS. 2. METRIC REINFORCING BAR SPACING 15 IN MILLIMETERS. SIMILAR TO CAL TRANS TYPE 6 STAND ARD PLANS FOR PUBLI C WORKS CONSTRUCT ION Pl<Ot.1\JUlAlEO BY I\\( PUBUC WORKS STANDAROS INC, CAEO<Bo.:.t COMlllTIEE REINF'ORCED CONCRETE RETAINING WALL TYPE 7 111n REI'. 1i~. 200!> USE 'M ANnARD SPEC1~1i:ATIONS PUHLIC W TYPE 7A WALL DESIGN H 1020 mm (3'-4") W 1000 (J'-2") 1220 (4'-0") 1100 (3'-6") 1420 ( 4'-8") 1200 (3'-10") 16 JO (5'-4") 1300 (4'-2") °" Ut l l l8JO (6'-0") 1400 (4'-6") @)BARS #16M @ 37S #16M @ 375 H16M @ 375 #16M @ 375 #l6M @ JOO (#5 @ 15") (#5 @ 15') (#5 @ 15") (#5 @ 15") (#5 @ 12") TYPE 78 WALL DESIGN H w 10 20 mm (3'-4") 850 (2' -8") 1220 ( 4'-0") 950 (J'-0") 1420 ( 4' -8") 1050 (J'-4") 16JO (5'-4") 1150 (3'-8") 1830 (6'-o") 1250 (4'-0") @)BARS #16M @ 375 #16M @ 375 #I6M @ 375 Hl6M @ 375 #16M !I 300 (#5 @ 15") (#5 @ 15") (#5 @ 15") (#5 @ 15") (#5 @ 12") @BARS #16M @ 375 #16M @ J75 #16M @ 375 ff16M @ 375 #16M @ 300 (#5 @ 15") (#5 @ 15") (#5 @ 15") (#5 @ 15") (#5 @ 12") STANDARD PLANS FOR PUBLIC WORKS CONS TRUCTlON RETAINING WALL TYPE 7 DIAL TDLL FREE 1-800-227-2600 AT L.EAS1' 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA STANRtf~lLAN 616-2 SHEET 1 Of 2 616-2 SHi:-q 2 OF 2 AREA - LOCATION STREET NAME& NO. 421 Harbor Island Rd 427 Harbor Island Rd 439 Harbor Island Rd 445 Harbor Island Rd 507 Harbor Island Rd 515 Harbor Island Rd 519 Harbor Island Rd 141 Harbor Island Rd 135 Harbor Island Rd 140 Harbor Island Rd 140 Ha rbor Island Rd on Harbor Island Dr N F 600 Harbor Island Or N F 606 Harbor Island Dr A/F 624 Harbor Island Dr AIF 630 Harbor Island Or AIF 642 Harbor Island Or NF 730 Harbor Island Or NF 736 Harbor Island Or 842 Harbor Island Dr 836 Harbor Island Dr N F 818 Harbor Island Or 806 Harbor Island Dr 760 Harbor Island Dr 7 42 Harbor Island Dr 736 Harbor Island Dr 706 Harbor Island Dr 660 Harbor Island Dr 654 Harbor Island Dr 636 Harbor Island Dr 630 Harbor Island Dr 612 Harbor Island Dr 606 Harbor Island Dr 542 Harbor Island Dr 500 Ha rbor Island Dr 426 Harbor Island Dr N F 433 Harbor Island Or N F 421 Harbor Island Or AREA - LOCATION STREET NAME& NO. 1617 Bavside Dr 1641 Bayside Dr 1649 Baysi de Or 1653 Baysi de Or 1657 Baysi de Or 1801 Bayside Dr 2209 Bayside Dr 2223 Bavside Dr A/F 2400 Bavside Dd r at Carnati on 2801 Baysi de Dr A/F 2801 Ba=ide Dr A/F 3201 Bavside Dr 2910 Bayside Dr 2518 Baysi de Dr A/F 2033 10 2121 Bavside Dr A/F 2027 Bavside Or N F 1801 Ba=ide Or N F 1649 Ba=ide Or N F 1637 Bayside Or 1550 BaYsi de Dr N F 1550 Bavside Or Harbor Island Dr SIDEWALK C & G SURVEY CURB ACCESS ROOT RES. OWY. COM. DWY. ALLEY CROSS SQ.FT. LF. MARKER PAINT RAMP PRUNING APPROACH SF APPROACH SF APPROACH SF GUTTER SI 20 100 45 20 10 20 30 50 200 520 17 30 85 22 50 120 9 35 21 39 295 39 19 37 10 25 15 25 30 20 20 10 10 30 20 10 20 8 30 50 80 15 10 30 30 25 30 110 10 20 40 1 Page 1 NOTE: CONCRETE SIDEWALK ON HARBOR ISLAND DR, WILL BE LICA COLOR "CHROMIX ADOBE TAN NO. C-21 • BY L.M. SCOFIELD COMPANY. Bayside Dr LI/BOX EA. Page 1 Comments SoCal gas box SoCal aas box water meter box water meter box water meter box Page 2 SIDEWALK C & G CURB ACCESS ROOT RES. DWY. COM.DWY. ALLEY Cross U/BOX Co mments SQ.FT. LF. 10 2 50 28D 25 1 10 10 1 265 20 40 25 72 32 80 50 275 5 20 70 260 20 32D 25 5D 20 1 40 40 20 50 PAINT RAMP PRUNING APPROACH SF APPROACH SF APPROACH SF Gutter SF EA. 20 115 4 Page 2 PREPARED BY: a ... lERRY P. AU 110 URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 O Irvine, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 R.C.E. No. 68466 2 2 3 3 2 1 DAlE water meter 1 water, 1 Qas wate r,sewer,catv 2 water, 1 sewer water □utter holds water SD catch basin crate &mh lid SD catch basin qrate & mh lid 2" GRIND ST. Q. 2" GRIND .\EX.:~~B: ~~TIE~ -::;:A~/A~ SE~~o~j i· ..•• ;'. ; • -.~---·.• ·•• :, ·, ·E:.•c:RB~~u~Rj (PROTECT IN PLACE) (VARIES. SEE GEOTEOiNICAL (PROTECT IN PLACR) ENGINEER'S CORING TABLE) Core No. C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 TYPICAL 8ECT10N NOT TO SCALE GRINDING OPERATION PER CONSlRUCTION NOTE @ PROP. 2" AC OVERLAY ST. Q, PROP. 2• AC OVERLAY 2• FS OVERLAY PAVING· EX. FS ELEVATION FS O Q.= EX. ELE. -2" AC OVERLAY & LEVEWNG COURSE ~ EX. FS ELEVATION\ fil MATCH EX. MATCH EX. \ CONDITI~~ , , , . , . , , . :~N~ITION {'; TYPICAL SEC I iOh NOT TO SCALE OVERLAY OPERATION PER CONSlRUCTION NOTE@ Coring Table Bayside Drive A r ea , City of Newport Beach Date of Coring: 10/18/2012 GMU Proj ect No. 12-103-00 Location (address/intersection) 8' fro m west curb of Avocado & 100' no11h ofc/1 San Nicolas Dr. & Avocado 6' from west curb of Avocado & 51 O' south of c/I San Nicolas Dr. & Avocado 1 O' off west curb @ 427 Harbor lslrmd Rd. 10' from north curb of Bayside Dr. & 55' west ofc/I Promontory Dr. E. & B ayside Dr. I2'offwest i..:urb @l47 Harbor Island Rd. 5' off north curb@ 748 Harbor Island Dr. 7' from north east curb of Bayside Dr. & 290' south east of c/c El Paseo & Bayside Dr. 6) off south west curb@ 2033 Bayside Dr. 6' from north cur b of Bayside Dr, & 40' west of c/1 of Carnation Ave. & Bayside Dr. 5' from north east curb of Bayside Dr. & 290' south east of c/1 of fern leaf A ve. & 4' from south west curb of Bayside Dr. & 60' south east or c/I Heliotrope Ave. & Bavside Ur. 1 0' from nm1h east curb of Bayside Dr. & 30' south east of .laf-mine Ave. & Bayside Dr. AC Thickness (in.) 6.5 5.5 7.5 10.5 8.0 4.5 6.0 6.0 3.75 5.0 7.0 4.5 AB Thickness (in.) 7.0 4.0 N.A. N.A. N.A. 12.5 6.0 4.0 8.0 4.0 12.0 4.0 Total Depth (in.) 24 36 12 16 I 8 22 16 17 20 12 22 12 Suhgrade Soil uses Description SAND with some SILT (SM), tanish brown, moist, dense SANDY SILT with some SI LT (ML), light hrown, very moist soft to firm SILTY SAND (SM), light hrnwn, dry to damn_, medium dense SILTY SAND (SM), brown, V(;ry moist, firm SAND with some SILT (SM), dark brown, very moist, "-Ofl: to firm SILTY SAND (SM), gmyish tan, dry 10 damp, medium dense SANDY CLAY (CL}, brown, moist, firm SANDY CLAY (CL), brown, inoist, firm SILTY SAND (SM), brown, moist, dense SANDY SJLT (M L), tan to durk brown, moist, stiff SANDY SILT (ML), Lemish brown, moist, hard SANDY SILT(ML), tanish brown, moist, verv stiff to hard R-V alue (CTM 30 1) 75 7 Moisture (%) 7.1 17.0 1.8 10.9 9.0 1.2 16.9 13.6 21.7 9.3 10.9 16.9 lRANSITION GRIND ST. CL lRANSITION GRIND 1/2" TO 2• 1/2" TO 2• • :i ...... :,.• •,. _,•, .ll,," J ,, .,._. ... ~ .~· .. ··:.,·· .... · .... · .ti •••• .... ·' .~.·_,.. \EX. :RB : ~~TIE~ .EX. AC/AB SECTION} E:.• aJRB;~ :GU"ITTRJ (PROTECT IN PLACE) (VARIES-SEE GEOTECHNICAL (PROTECT IN PLACR) ENGINEER'S CORING TABLE) ~ 8 ~ G TYPICAL SECTION NOT TO SCALE GRINDING OPERATION PER CONSlRUCTION NOTE ® PROP. 2• AC OVERLAY 2" FS OVERLAY PAVING· EX. FS B.EVATION ST. CL TYPICAL SEC110N NOT TO SCALE PROP. 2" AC OVERLAY OVERLAY OPERATION PER CONSlRUCTION NOTE ® SAWCUT & REMOVE ST. Q. PROTECT IN PLACE EX. FS~ TYPICAL 8EC1ION NOT TO SCALE GRINDING OPERATION PER CONSlRUCTION NOTE @ PROP. SlREET SECTION ST. Q. PROTECT IN PLACE !s I EX. FS ELEVATION FS O Q.= EX. ELE. g 2• OVERLAY OVER 7.5" AC/AB 1 w PER GEOTEOiNICAL ENG. RECOMMENDATION EX. FS~ TYPICAL 8EC1ION NOT TO SCALE OVERLAY OPERATION PER CONSlRUCTION NOTE @ APPROVAL RECOMMENDED: ~ w ...J CD 0 I-I!: ll:: i§ 0 t---+------+-------------------+-----1PA1RICK ARCINIEGA, RCE 70740 u i SENIOR CIVIL ENGINEER w 1--1----1------------------1---~==--,-=~--t-------------------r---------t~~ DESIGNED: DRAWN: c.. o JR JT ~ ~ JR 7/29/2013 SHEET OF <> NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS STREET REHABILITATION C-5212 3 HARBOR ISLAND ROAD I /A/F_ 421 " 20 \ \ \ \ \ \ DIAL TDLL FREE 1-800-227-2600 AT LEAS! 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA i ~ g "" -I I J--I / _______, : \ I / j O I O (0 I '<I" I O 0 I • I • • N CX) ' ----\ ' \ \ ~ I \ ~ I ~ \ 1 \ ~ \ ~ I v 0 I N ~ I u) LO l() SEE SHEET 4 --,------- I I I I I ! I I r -- I I I • t/ CX) N ~ I -- I I 1/ I I I I I I N I (0 N I ~ ~ I ~ I ~ ~ LO '<I" ----1---·~ --w-- --=~::::::::~~:==J=~'::~'lt:---_;. w -- L I --4!!-Mtl -MM I I I I :::,. --.;.~--- \ ~ I :c:r \ ~ 0 0 LO \!) I \ ~ I \ \ -\ I \ \ I ~ \ \ I I \ I \ \ \ \ • I \ ~ CONSTRUCTION NOTES @)--CONTRACTOR TO COLD PLANE/GRIND 2• BELOW EDGE OF GUTTER TO ½" AT STREET CENlERUNE; AND TO CONSTRUCT A 2" AC OVERLAY PAVING. (F.S. ELEVATION AT CENlERUNE WILL RAISE 1 ½" AND TRANSITION TO EXISTING GRADES AT EDGE OF GUTTER.) @--CONTRACTOR TO REMOVE EXISTING CURBS AND ENHANCED PAVING AT LANDSCAPE MEDIAN ISLAND. AND TO CONSTRUCT NEW 6" CURB PER CITY OF NEWPORT BEACH STD-182-L CONTRACTOR TO PROlECT IN PLACE EXISTING CURB. GUTTER AND WALK IMPROVEMENTS IN PLACE. CONTRACTOR TO PROlECT IN PLACE EXISTING UNDER GROUND/SURFACE UTILITY IMPROVEMENTS IN PLACE. CONTRACTOR TO RAISE TO GRADE EXISTING RIM/COVER OF EXISTING MANHOLES, GAlE VALVES OR VAULTS AS REQUIRED FOR NEW PAVEMENT ELEVATIONS. @----CONTRACTOR TO PERFORM WORKS ON SPEOFIC ADDRESS PER WORK ORDER CHART ON SHEET 2. @--REMOVE AND REPLACE EXISTING HANDICAP ACCESS RAMP PER OTY OF NEWPORT BEACH STD-181-L-B "CASE H", AND "CASE J" AND STD-181-L -D. @--CONTRACTOR TO REMOVE EXISTING ENHANCED PAVING AT LANDSCAPE MEDIAN ISLAND. (FINISHED ELEVATION TO MATCH EXISTING GRADES.) . \ \ --,\\!I- F WORK LO ~ (") I'--~ 20 ~ ~ N I LO t LO , LO ~ ' ' (") LO v I v LO ~ ~ ~ -1_ • I I -I I I • I -·-9 • ,-I I I "' LO ~ , ISL 11,!,,,.r---f----M.l;!!-r-·;.... '"M-/-/7TLO----:--Tr-,....--,-.:::,-....~xX!?J:&~&~"'l: ~ I ~ /4 / ~ /:: ~/ ~ I C I ,7 1,I ,l I I ....... I I /I I I I; I ,I ,/1 / _:/ I /I I 7 I // I .. - ----- I I ~ I \ \ I \ I I \ \ \ I I NOTE: A DEEPENED GRIND AT GUTTER EDGE IS REQUIRED FOR PORTIONS OF HARBOR ISLAND ROAD. I NOTE: REMOVALS OF TREE ROOTS AT HARBOR ISLAND DRIVE MAY EXTEND TO EXISTING PAVEMENT. NOlE: ALL DIMENSIONS ARE APPROXll.1A lED AND TO BE FIELD VERIFY. THESE AREAS MAY REQUIRED FULL DEPTH REPAIR BEFORE FINAL PAVING CAP. LEGEND R9Srn -PER CONSTRUCTION NOlE @) PREPARED BY: TERRY P. AU URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 0 lrvlne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 R.C.E. No. 68466 DATE LEGEN> ----RW---- ----5---- ----w---- EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WA lER EXISTING STORM DRAIN EXISTING TRAFFIC SIGNAL LOOPS APPROVAL RECOMMENDED: GRAPHC SCALE 40 0 20 40 BO 1-•-1 I_I I ~ L.,J ...I CD 0 I-I!: ll:: i§ 0 t---+-----+-------------------+------IPATRICK ARCINIEGA. RCE 70740 u i SENIOR OVIL ENGINEER "" 1--1----1------------------1---~==--,-=~--t-------------------r---------t~~ DESIGNED: DRAWN: ~ o ~ n ► DATE: 1-JR 7 29 2013 SHEET OF <> NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS STREET REHABILITATION C-5212 4 HARBOR ISLAND DRIVEDIAL TDLL FREE 1-800-227-2600 AT LEASI' 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA c--- / I"\/ , ;c,.. -·// u,-·/ , •I /'M'71" >-... ,.,./ • I , • "'-I', . r-~,,.1·-..1//'. / ';/' y. • ..... ;( ,,,,y ./ )<-.. W\'"l >,,. l ?\.y' ·1,./ 'i,) ,·',<. 7. q /'" .1 '/. T'--• I"!\·• '• . ..,,...,/tt,'/\ ------- ·I-.._ I''--... J !,.;. '•. i ··---/ ··,/ . .... I ... / ;· .... l"·.1 )'-.. ·, . ')-' I /, .• /'/ .......... / .,,,,. ·< /· ,-',. ,,,. ·J..._ IV < / / '/ /. ! . / '\4'\ \ ~~ ----- I ' "( ~ I __._~ __ _,_, __ _ SEE SHEET 3 / / 7 I I I I I I I I I I 7 I I 0 0 co \ \ \ \ \ •• GRAPHO SCALE 20 40 80 I_I I "'FEET) f lnt:II • 40 fNt --T --T--T--T~-T --T-.~.T --~--~--T--~--7 --T--T--T-- 0 0 I'- N I I N01£: A DEEPENED GRIND AT GUT1£R EDGE IS REQUIRED FOR PORTIONS OF HARBOR ISLAND ROAD. I N01£: REMOVALS OF TREE ROOTS AT HARBOR ISLAND DRIVE MAY EX1£ND TO EXISTING PAVEMENT. CONSTRUCTION NOlES @)----CONTRACTOR TO COLD PLANE/GRIND 2" BELOW EDGE OF GUT1£R TO ½" AT STREET CEN1£RLINE; AND TO CONSTRUCT A 2" AC OVERLAY PAVING. (F.S. ELEVATION AT CEN1£RLINE WILL RAISE 1 ½" AND TRANSITION TO EXISTING GRADES AT EDGE OF GUT1£R.} @--CONTRACTOR TO REMOVE EXISTING CURBS AND ENHANCED PAVING AT LANDSCAPE MEDIAN ISLAND, AND TO CONSTRUCT NEW 6" CURB PER CITY OF NEWPORT BEACH STD-182-L CONTRACTOR TO PR01£CT IN PLACE EXISTING CURB, GUT1£R AND WALK IMPROVEMENTS IN PLACE. CONTRACTOR TO PR01£CT IN PLACE EXISTING UNDER GROUND/SURFACE UTILITY IMPROVEMENTS IN PLACE. CONTRACTOR TO RAISE TO GRADE EXISTING RIM/COVER OF EXISTING MANHOLES, GA1£ VALVES OR VAULTS AS REQUIRED FOR NEW PAVEMENT ELEVATIONS. @--CONTRACTOR TO PERFORM WORKS ON SPECIFIC ADDRESS PER WORK ORDER CHART ON SHEET 2. THESE AREAS MAY REQUIRED FULL DEPTH REPAIR BEFORE FINAL PAVING CAP. LEGEND R2Srn -PER CONSTRUCTION N01£ @ PREPARED BY: TERRY P. AU URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 O lrvfne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 R.C.E. No. 68466 DATE I t ( 0 LEGEN> ----RW---- ----5---- ----w---- 0 0 co N01£: ALL DIMENSIONS ARE APPROXIMA 1£D AND TO BE FIELD VERIFY. EXISTING LOT LINE EXISTING RIGHT OR WAY EXISTING SEWER EXISTING DOMESTIC WA 1£R EXISTING STORM DRAIN EXISTING TRAFFIC SIGNAL LOOPS APPROVAL RECOMMENDED: N ~ co GRAPHO SCALE 40 0 20 40 I • I • --I_I "'FEET) 1 lnt:II • "" ,_, -w- 80 I ii' "C >-' Vl::,; I a. a.o "'"' TN Cl i1l' ,,-,,, .,,_ f-0 ZN w "',-: ~o 0"' "'~ a.< ~I ~~ "'< ..:o "' NI-/ 0 .. ..J a.a. ~ L.,J ...I CD 0 I-I!: ll:: i§ 0 t---+-----+-------------------+------IPATRICK ARCINIEGA, RCE 70740 u i SENIOR CIVIL ENGINEER "" 1--1----1------------------1---~==--,-=~--t-------------------r--------t~~ DESIGNED: DRAWN: ~ o JR JT ~ ~ JR 7 29 2013 SHEET OF <> NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS STREET REHABILITATION C-5212 5 BAYSIDE DRIVE I DIAL TDLL FREE 1-800-227-2600 AT L.EASI' 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA Mtl / / 7 I I 7 "' I r ;/ I I \ \ \ \ I I I I I • I I I I ~ 0 --~ 7 ~ "' ........ 7 ,-:::::::__ I ,_ I I C Q:) ,_ I "° I ~ I"- 0 I I CX) \ I ~ I I I I \ I I A/F 1801 ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ X \ ,- ,-\ / \ """'----..a.L _______ J~--------""-~-~-=~~--------------------------------''·-----.~-----------.L -- \ r \ __ \ I I I ',_ NM<\~----:7 :l, \ \ N CONSTFIJCTION NOlES @--CONTRACTOR TO COLD PLANE/GRIND 2" OVER EXISTING STREET, AND TO CONSTRUCT 2" AC OVERLAY PAVING. (F.S. ELEVATION WILL MATCH EXISTING GRADES.) @--CONTRACTOR TO REMOVE EXISTING CURBS AND ENHANCED PAVING AT LANDSCAPE MEDIAN ISLAND, AND TO CONSTRUCT NEW 6" CURB PER CITY OF NEWPORT BEACH SlD-182-L 15 INSTALL TRUNCATED DOMES ON EXISTING HANDICAPPED ACCESS RAMP PER CITY OF NEWPORT BEACH SlD-181-L-D. CONTRACTOR TO PROTECT IN PLACE EXISTING CURB, GUTTER AND WALK IMPROVEMENTS IN PLACE. CONTRACTOR TO PROTECT IN PLACE EXISTING UNDER GROUND/SURFACE UTILITY IMPROVEMENTS IN PLACE. CONTRACTOR TO RAISE TO GRADE EXISTING RIM/COVER OF EXISTING MANHOLES, GATE VALVES OR VAULTS AS REQUIRED FOR NEW PAVEMENT ELEVATIONS. @--CONTRACTOR TO PERFORM WORKS ON SPEOFIC ADDRESS PER WORK ORDER CHART SHEET 2. I I \ --~...__-------=---'\'--- LEGEND IZ z ZI -PER CONSTRUCTION NOTE ® PREPARED BY: TERRY P. AU URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 0 lrvfne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 R.C.E. No. 68466 DATE ' I I I I ' I I I I I I I I ' I ' \ I LEGEN> ----RW---- ----5---- ----w---- ' I I I I ' I I I I I I I I I I I ' I I I I I I ' I I I ' I o+ o I I I I I I \ EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER I ' I I I I \ EXISTING DOMESTIC WATER EXISTING STORM DRAIN GRAPHC SCALE - (W FEETJ 1 lndl • 40 fNt I \ \~~---------p,------.-~----~n--,-,-~-•---~-----~~ I I I \ I I I I I A/F 2033 TO 2121 I ' I I I I I I ' I I I I I ' r-- N 0 N I I \ ('f) ('f) 0 N NOTE: ALL Dlt.1ENSIONS ARE APPROXIMATED AND TO BE FIELD VERIFY. I I I I A/F 2033 TO 2121 O') i I , I I I , I I ,..,..,,. I I I ,·~ '+.i ·"""':;;f-...1. ,,--'-s'-' 0 f ~:A-r,,,-;;:. N i CV) 0 T""'" C\I GRAPHC SCALE (W FEETJ 1 lndl • 40 fNt I I I I I~ \\ I I I 1£ i\~ ... EXISTING TRAFFIC SIGNAL LOOPS APPROVAL RECOMMENDED: ~ L.,J ...I CD 0 I-I!: ll:: i§ 0 ui L.,J 1--1----1------------------1---~==--,-=~--t-------------------r---------t~~ DESIGNED: DRAWN: ~ o JR JT ~ ~ JR 7 29 2013 SHEET OF <> NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS STREET REHABILITATION C-5212 6 BAYSIDE DRIVE I I I I I I I I I DIAL TOLL FREE 1-800-227-2600 AT L.EASI' 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA l f ,. " I I I I I I CONSTRUCTION NOTES I I I 0 j 0 C\J C\J LIMIT OF WORK 0) 0 C\J C\J f Gi I: : I " I I I I l I I.{) T- C\J CN @--CONTRACTOR TO COLD PLANE/GRIND 2" OVER EXISTING STREET, AND TO CONSTRUCT 2" AC OVERLAY PAVING. (F.S. ELEVATION WILL MATCH EXISTING GRADES.) I I I I I CONTRACTOR TO PROTECT IN PLACE EXISTING CURB, GUTTER AND WALK IMPROVEMENTS IN PLACE. CONTRACTOR TO PROTECT IN PLACE EXISTING UNDER GROUND/SURFACE UTILITY IMPROVEMENTS IN PLACE. CONTRACTOR TO RAISE TO GRADE EXISTING RIM/COVER OF EXISTING MANHOLES, GATE VALVES OR VAULTS AS REQUIRED FOR NEW PAVEMENT ELEVATIONS. @---CONTRACTOR TO PERFORM WORKS ON SPEOFlC ADDRESS PER WORK ORDER CHART SHEET 2. ~" l N l ,....,_ C\J I C\J C\J C\J I C\J I C\J I C\J I C\J CV') C\J C\J C\J I I I I I C\J : ,....._ I I C\J I I~ I I I I I T- CV') : ~I LEGEND ~ CV) C\J C\J !. I . I I I I I I I I IZ z ZI -PER CONSTRUCTION NOTE ® PREPARED BY: URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 O lrvfne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 TERRY P. AU R.C.E. No. 68466 DATE I I I I 0) ~ C\J LEGEN> ----RW---- ----s---- ----w---- 0 co CV) C\J EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WATER EXISTING STORM DRAIN NOTE: ALL DIMENSIONS ARE APPROXIMATED AND TO BE FJELD VERIFY. 317 315 313 311 I I I 312 I I I I co 0 I ~J "---s ... I I -M~-- - --M~--_J I I --1 ----- J 310 310 112-~ I I I 308 308 1/2 I I --,. I 306 ,.. ---__ - -/::f~l::::::.::=---J _ _J ---- GRAPHC SCALE 40 0 20 40 BO 1-•-1 l~I I EXISTING TRAFFIC SIGNAL LOOPS APPROVAL RECOMMENDED: ~ L.,J ...I CD 0 I-I!: ll:: i§ 0 ui L.,J 1--1----1------------------1---~==--,-=~--t-------------------r---------t~~ DESIGNED: DRAWl'-l: ~ o NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: ~ n ► DATE: 1-JR 7 29 2013 SHEET OF <> R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS STREET REHABILITATION C-5212 7 BAYSIDE DRIVE -I I I f- l ! I I I I I • --4+--i---'--- ------ 401 112 401 401 --RW--w-- 3033 3101 3111 ---~ --323 wij-----=-~ . DIAL TOLL rREE 1-800-227-2600 AT L£AST 1WO DAYS BEFORE YOU DIG UPEERGROUND SER\IICE ALERT OF SOUTHERN CM.IFORNlt\ -- i, i f ______ _ CONSTRUCTION NOTES ®--CONlRACTOR TO COLD PLANE/GRIND 2" OVER EXISTING SlREET, AND TO CONSlRUCT 2" AC OVERLAY PAVING. (F.S. ELEVATION WILL MATCH EXISTING GRADES.) INSTALL lRUNCATED DOMES ON EXISTING HANDICAPPED ACCESS RAMP PER CITY OF NEWPORT BEACH STD-181-L-D. CONlRACTOR TO PROTECT IN PLACE EXISTING CURB, GUTTER AND WALK IMPROVEMENTS IN PLACE. CONlRACTOR TO PROTECT IN PLACE EXISTING UNDER GROUND/SURFACE UTILITY IMPROVEMENTS IN PLACE. CONlRACTOR TO RAISE TO GRADE EXISTING RIM/COVER OF EXISTING MANHOLES, GATE VALVES OR VAULTS AS REQUIRED FOR NEW PAVEMENT ELEVATIONS. @--CONlRACTOR TO PERFORM WORKS ON SPECIFIC ADDRESS PER WORK ORDER CHART SHEET 2. i1 I 322 ~1 L LEGEND I/ z /1-PER CONSlRUCTION NOTE® PREPARED BY: TERRY P. AU URBAN RESOURCE CONSUL TING CIVIL ENGINEERS 23 Mauchly, Suite 110 Irvine, CA 92618 Phone: 949-727-9095 Fax: 949-727-909B R.C.E. No. 68466 DATE 7 I I I r I I I J--1 ,. I I I I I LIMIT OF WORK 3 ~5/31 ;5 I -RW-- ,:Q' I ,> I I 1< I lo: __ _J_ 1::, Ja1Mij-- 323-1/2 I 3il ~') L.EGEN) ---RW---- ---s---- ---w---- f i Mij------,,,-----RW--------,.,-'® A/f 3201 3201 3203 3205 3207 3209 3211 EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WATER EXISTING STORM DRAIN EXISTING lRAFFIC SIGNAL LOOPS I 329 1-7 1 / L I I NOTE: ALL DIMENSIONS ARE APPROXIMATED AND TO BE FIELD VERIFY. APPROVAL RECOMMENDED: GRAPHC SCALE "'FEET) 1 Tnoh • 411 feet I.() '""-('I') I ('I') I 326A-C =-- GRAPHC SCALE "'FEET) 1 tldl • 411 ,_, I 1 I I .. -:... -:..."\,~ ---~-,;,: J ' -'f • -I N I') u-c.. 0 N a, .=,.:N lj,j ..... 5~ c.. 0 :,: ~ a ID I!: Ii< i5 0 (J ~ 1--1----1-----------------~--~==-""T=:-~----,t-------------------r------~~~ DESIGNED: DRAWN: ~ o ~ n ~ DATE: JR 7 29 2013 SHEET OF u NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS STREET REHABILITATION C-5212 8 AVOCADO AVE. I -------------·--------------,--------~-------------------~-~------------------~----==---~---~·----~--~----------- / I \ I I I I ' I Q °' !3 I ~ ::z: ~ I I ::::, 0, § ... I ~ ~ 10 00 I I I J:~// ~\ ~//M _____ M __ ) -- I I I I I f I I I I I ' I I I I l I -----+--------------099-~- 11+00 12+00 r--7 I -d, ,____1 [~-"--~~--•- - I _. 109T I I I 909i I I ,..,, -~ •••••• ..... , ., ... , -I I \ \ I \ I I I I I I GRAPHC SCALE -k). f-jo 40 I (M FEET) 1 lnah • 40 fNt I I I I I 80 I ,-.----------------------------------------------~--------~~-~~---------------------------.------------.,,_ I I I I DIAL TDLL FREE 1-800-227-2600 AT L.EASI' 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA ' ' I I I I I / I / / y I \ ' \\ -------~-----' \ --~ \ \ \ C \ \ \ \ \ \ \ \ r---------- - CONSTFIJCTION NOTES @--CONlRACTOR TO COLD PLANE/GRIND 2" OVER EXISTING SlREET, AND TO CONSlRUCT 2" AC OVERLAY PAVING. {F.S. ELEVATION WILL MATCH EXISTING GRADES.) @--CONlRACTOR TO REMOVE AND REPLACE EXISTING lRAFFlC SIGNAL LOOPS WITH ALL CONNECTIONS TO CONlROLLERS. @---SAWCUT AND REMOVE EXISTING AC/AB SlREET SECTION AND NATIVE SOIL AS REQUIRED TO CONSlRUCT 2" AC OVER 7.5" AC/AB OVER 95% COMPACTED NATIVE. CONlRACTOR TO PROTECT IN PLACE EXISTING CURB, GUTTER AND WALK IMPROVEMENTS IN PLACE. CONlRACTOR TO PROTECT IN PLACE EXISTING UNDER GROUND/SURFACE UTILITY IMPROVEMENTS IN PLACE. CONlRACTOR TO RAISE TO GRADE EXISTING RIM/COVER OF EXISTING MANHOLES, GATE VALVES OR VAULTS AS REQUIRED FOR NEW PAVEMENT ELEVATIONS. 1o+15.22 ' /1=====~ I I ' LEGEND IZ z ZI -PER CONSTRUCTION NOTE ® I+ ± + ± + ± j -PER CONSTRUCTION NOTE ® PREPARED BY: TERRY P. AU URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 0 lrvfne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 R.C.E. No. 68466 DATE !I-------M,.__-----N-· t \ l: -I I 1 I • I LEGEN> ----RW---- ----5---- ----w---- "' I I I I I I "' I I I I I "' I I I I I "' "' I I I "' I I I I I "" I I I I I "' I I I -1- -----M\-rl<'l I I I I I \ \ I I ~ I I I I \~ \ \ --------'--------1------------------------------------.. EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WATER EXISTING STORM DRAIN NOTE: ALL DIMENSIONS ARE APPROXIMATED AND TO BE FIELD VERIFY. EXISTING lRAFFIC SIGNAL LOOPS APPROVAL RECOMMENDED: 40 I GRAPHC SCALE 0 20 40 BO • I --I_I I (M FEET') 1 lnah • 40 fNt ~ L.,J ...I CD 0 I-I!: ll:: i§ 0 ui L.,J 1--1----1------------------1---~==--,-=~--t-------------------r--------t~~ DESIGNED: DRAWN: ~ o NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: ~ n ► DATE: 1-JR 7 29 2013 SHEET OF <> R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS STREET REHABILITATION C-5212 9 AVOCADO AVE. .... I I I I I I I I I I I I DIAL TDLL FREE 1-800-227-2600 AT L.EASI 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA V) I I - I / I i I I I I I // I ~ I /1 I ~ // 1--1~~----------~-------L----------~-----~"'""""--/_/ I I "' I \ I I I • 'q" CX) •• O>. I ., ., CC> r-- 0) / ~\ \ / I I / ./ ./ "q" co 0) / • -co LO 0) N LO c:n \ I / \~ ...... --....... ----~~-~~___;_"----~--/-~-~- CONSTRUCTION NOlES CX) "q" 0) @--CONlRACTOR TO COLD PLANE/GRIND 2" OVER EXISTING SlREET, AND TO CONSlRUCT 2" ARHM OVERLAY PAVING. (F.S. ELEVATION WILL MATCH EXISTING GRADES.) @--CONlRACTOR TO REMOVE AND REPLACE EXISTING 1RAFF1C SIGNAL LOOPS WITH ALL CONNECTIONS TO CONlROLLERS. @--SAWCUT AND REMOVE EXISTING AC/AB SlREET SECTION AND NATIVE SOIL AS REQUIRED TO CONSlRUCT 2" AHRM OVER 7.5" AC/AB OVER 95% COMPACTED NATIVE. CONlRACTOR TO PROTECT IN PLACE EXISTING CURB, GUTTER AND WALK IMPROVEMENTS IN PLACE. CONlRACTOR TO PROTECT IN PLACE EXISTING UNDER GROUND/SURFACE UTILITY IMPROVEMENTS IN PLACE. CONlRACTOR TO RAISE TO GRADE EXISTING RIM/COVER OF EXISTING MANHOLES. GATE VALVES OR VAULTS AS REQUIRED FOR NEW PAVEMENT ELEVATIONS. / / N C"') 0) CX) N 0) ~ N 0) -0 N 0) LEGEND C!l) ~ ' ' N T""" 0) I I ~- ~ CX) 0 0) .. • I/ z /I -PER CONSlRUCTION NOTE ® I+ ± + ± + ± j -PER CONSlRUCTION NOTE @ PREPARED BY: TERRY P. AU URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 0 lrvlne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 R.C.E. No. 68466 ' ' ~ ' ~ '11 ' ' ' ' ' ◊ DATE ' I , ---M-----M--~10..___,CL I I I I I I I ,;; -~t--, I I I I I I I VJ ,;; I I I I I VJ ,;; I I f +-~, I I I VJ ,;; I I I ~ = ~ u u .... ri. .... ------·•r•-.. • I I J ·1 ----M-----M-----M-----M----+--4---~----~----~---1 -I • AVOCADO AVE ~ +,-f---s-----s-----s-----s : I [ -M-----M----,,,...-~~;--~:::::;.~ -~~-;:-__,,,.,..,,~ -E ,·,1~ I T- N I - T- N M-----M-----M------'~---M ••J I GRAPHC SCALE 40 0 20 40 80 I .-. I I I I "'FEE11 1 lnah • 40 fNt ! '1 ..._ __ I _ ...... ! r ~ J I ~ I ~I ._zys<-YP. C 68-46 LEGEN> ----RW---- ----s---- ----w---- EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WATER EXISTING STORM DRAIN NOTE: ALL DIMENSIONS ARE APPROXIMATED AND TO BE FIELD VERIFY. EXISTING lRAFFIC SIGNAL LOOPS APPROVAL RECOMMENDED: GRAPHC SCALE 40 0 20 40 1---1 I_I "'FEE11 1 lnah • 40 fNt BO ~ L.,J ...I CD 0 I-I!: ll:: i§ 0 ui L.,J l---1-------1!-------------------1----_..,.,==---r=,,,.,----11----------------------------1:~ :2' DESIGNED: DRAWN: ~ 0 JR JT 1--------1 ~ SHEET OF u NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JR 7 29 2013 R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET REHABILITATION C-5212 STRIPING PLANS 10 HARBOR ISLAND ROAD I I I I I 7 I I I I.,. .......-::=:-g I ' I I I N CX) • J--I I / _______, : \ I I I I • • -...;r-I ... UMli Of yjORl< -____ -1-----l'.-~~~~-~ ,~ 16+00 17+00 .. 15+00 .1a+oo- Si, c~ -~---r.::,..47 T \ ::. SEE SHEET 11 ' \ ,----~---r· -,------- \ \ \ ~ ~ \ ~ I u) ~ 21+00 174' ix, ~ I I I I I I I I I I ! v I rt) I I ~ i -MM .LIMIT OF WORK 22+00 r -- I I • I I CX) t/ N ~ L -,\\!I- I I 1/ N N ~ Mtl I I I I I I I I I ST. Ct.::c---'2::s,3+"'00"------+--~ I I I I I ,1.03 -~ :::J '-® -@J-,T =~~=r==:=~=r====!ffi'""::~1==--=~:;;;;;i:;wo";C~~-~i ___,,_._~~-=~?:1~~~4r--......., I'-LO o,_!IMIT F WORK LO ~ " ~ 0 ·I ~ 1-~ N ct'> O LO I LO I I LO , LO LIMIT OF WORK HARBOR ISLAND ROAD f.'.tl -,\\!I-I -,\\!I-Mtl ,V,!I-;,;... flt~ ~ Ct:) I'--LO I'-I'-~ ~ ~ ,-.... 1/,, I M LO v I v rt) I N /4 / N ~ '1 0 C I V I \ \ \ \ \ \ \ \ \ • \ \ I \ \ \ I I \ ~ .l I.. I ~ \ \!) I I 1: .~. I -• I I \ I \ _i "'-__ \..;....___o:::--\-~---'------i -----3,.,.,-'i,I ,-I DIAL TDLL FREE 1-800-227-2600 AT L.EASI' 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA CCN3TRUCTION NOlES !30--INSTALL PAVEMENT LEGEND TYPE IV (L) ARROW PER CALTRANS STD. A24A. (3;J--INSTALL 12" WHITE LIMIT LINE PER CALTRANS STD. A24E. (3,&--INSTALL 8" WHITE LINE PER CALTRANS STD. A20D, DETAIL 38A. (3!:}-INSTALL DOUBLE YELLOW LINE PER CAL TRANS STD. A20A, DETAIL 21. 4L1---INSTALL PAVEMENT LEGEND TYPE VII (R) ARROW PER CALTRANS STD. A24A. \4.Y'-INSTALL PAVEMENT LEGEND "STOP" PER CALTRANS STD. A24D, "ll----lNSTALL PAVEMENT LEGEND TYPE I 10•-o• ARROW PER CALTRANS STD. A24A. tr-INSTALL 4• YELLOW DASHED CENTERLINE STRIPING PER CALTRANS STANDARDS A20A, DETAIL 1. ,11----INSTALL 4• YELLOW DASHED CENTERLINE STRIPING PER CALTRANS STANDARDS A20A, DETAIL 2. INSTALL RED CURB STRIPING ON EXISTING RED CURB LOCATIONS. (5$--INSTALL BLUE RAISED FIRE HYDRANT MARKERS PER CITY OF NEWPORT BEACH STD-902-L PREPARED BY: URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 0 lrvfne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 TERRY P. AU R.C.E. No. 68466 DATE LO • I ~ ~ ~ I ~ - I - I I -·-7 NOTE: ALL DIMENSIONS ARE APPROXIMATED AND TO BE FIELD VERIFY. LEGBD ----RW---- ----s---- ----w---- 0 r,.-yl L.:::J EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WATER EXISTING STORM DRAIN TRAFFIC SIGNAL LOOPS EXISTING FIRE HYDRANT 1 ~ /1/7 I I I I I .. I I I I I -- APPROVAL RECOMMENDED: I ~ I ~I ~ I ,-.... I I I I I I I I I I I I I I I I .• ; I I 7 I I ---- GRAPHC SCALE 40 0 20 40 BO 1-•-1 l~I I ~ L.,J -' CD 0 I-I!: ll:: i§ 0 t---+-----+------------------+-----tPATRICK ARCINIEGA, RCE 70740 u i SENIOR CIVIL ENGINEER "" 1--1----1------------------1---~==--,-=~--t-------------------r---------t~~ DESIGNED: DRAWN: ~ o ~ n ► DATE: 1-JR 7 29 2013 SHEET OF <> NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET REHABILITATION C-5212 STRIPING PLANS 11 HARBOR ISLAND DRIVE ,., ,__,~ .r)1 --✓ ,a I ! 'i '\A'\\~ ~~ ----- I ' "( ~ ,a 7 / / ~~'?; // / / ~ (,j "' I 1 \ '\AO ~ ' ,.. g •• I --~=---~--• •~•"---A-- SEE SHEET 10 7 I I I I I ~ I I I I I 7 I I 0 0 co 22+00 1 I co 0 co \ \ \ \ \ \ \ \ \ GRAPHC SCALE 40 0 20 40 80 I _-_ I l~I I (M Flii£T) 1 txlh • 40 fNt •• --T --T--T--T~-T --T-.~.T --~--~--T--~--7 --T --T--T-- I I t CO -I C'\I co v ('I) I V v LO I .'A~ I ..... ~ I -"' l ~l " " " N,tl A\~ ft..:J ( 0 (0 I " /.U:I 0 (0 11 c:P. I C'\I v CX) 0 I 0 • I N I CO I V 1 0 (A ----'-----,\\lj.\\~ 00 _1_ ~_L U§If--L-- ~---->I-----\ co~co 'I ft mt:! ml?:! -- ✓ .... ... ,.... CONTRCTOR TO RE-STRIPE:,,,--------u LIMIT OF WORK - - EX. PARKING STALLS PER ~ 1-------;;:::-----~----=:-------------~~F~~---=t-=-a-t--(.rn--=---_--------------(.rn=-_---------------=@l=-1 -_.!e!.!!'.!!..!..,t:!!:......!=~---=-t-=;;::55:;;-;::56:;---~'=:,-----=----+-----------t:-t-----"-'------=:--------.. --,...(si)--;;:51 Ea~lW8N CONDITION AND ..J 1 26+00 ~~ ~~~ 27+00 -~ r-~-~-"'-1,-& ~ 29+00 30+00 ~ \ ~ -~ 3H.OO ~ \ 32+00 ~===+ _ -~ 33-+-to_o~ ~~~51+-, _ ~~ 34+00 ~~ ~too ' ~ --+-ST. CL.--~t_oo__ --t:£= b ®J._ "' 35+00 ::C I ST. CL ·o HARBOR ISLAND DRIVE I -125'·------l 0 ~~ ~ b I-"!---------------.....:::~~~=-------...J.-"':..:j....---4, ______ ~----~------------------------------------~--------..J,..:-l-------....!.....!....~L---''--...L----'L -------~-~1 :i I-,M!l---'/,~ -----MM----- "' I I -- w.-~: I DIAL TDLL FREE 1-800-227-2600 AT L.EASI 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA LIMIT OF WORK I -- \ I i CONSTRUCTION NOTES INSTALL 12" WHITE LIMIT LINE PER CALTRANS STD. A24E. INSTALL 8" WHITE LINE PER CAL TRANS STD. A20D. DETAIL 38A. INSTALL DOUBLE YELLOW LINE PER CALTRANS STD. A20A, DETAIL 21. INSTALL PAVEMENT LEGEND "STOP" PER CAL TRANS STD. A24D, INSTALL 4• SOLID WHITE STRIPING PER CALTRANS STANDARD. r--- / / ~ INSTALL 4" YELLOW DASHED CENTERLINE STRIPING PER CALTRANS STANDARDS A20A, DETAIL 2. INSTALL RED CURB STRIPING ON EXISTING RED CURB LOCATIONS. INSTALL BLUE RAISED FIRE HYDRANT MARKERS PER CITY OF NEWPORT BEACH STD-902-L. PREPARED BY: URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 O lrvlne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 TERRY P. AU R.C.E. No. 68466 DATE ~ ,'1'.it:I ->+---,~itl+----MM~-----/,\H .'I.~ I ~ .. • LEGEN> ---RW---- ---s---- ---w---- 0 l)'-Y 7 L.::::J EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WATER EXISTING STORM DRAIN TRAFIFIC SIGNAL LOOPS EXISTING FIRE HYDRANT .'111tl Mtl - ---....::::::.:: - -~ ____ _r--;--:;~ ~--~-- NOTE: ALL DIMENSIONS ARE APPROXIMATED AND TO BE FIELD VERIFY. GRAPHC SCALE 40 0 20 40 I - - I I I (M FEET) 1 fllt:h • 40 fNt APPROVAL RECOMMENDED: 829 - I' 80 I ~ L.,J ...I CD 0 I-I!: ll:: i§ 0 t---t-----t------------------+-----IPATRICK ARCINIEGA, RCE 70740 u i SENIOR CIVIL ENGINEER "" 1--1----1------------------1---~==--,-=~--t-------------------r---------t~~ DESIGNED: DRAWN: ~ o ~ n ► DATE: 1-JR 7 29 2013 SHEET OF <> NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET REHABILITATION C-5212 STRIPING PLANS 12 BAYSIDE DRIVE lN)EJIOROI.N) I 1- I I \ \ I \ DIAL TDLL FREE l -800-227-2600 AT L.EASI 1WO MYS BEFORE YOU DIG SERVICE ALERT OF SOUTHERN Q\I.FORNIA I I I \ \ \ \ _____., 7 / / / / \ I I \ \ 7 1 I I 1..,,.,-------- I \ \ ,,. I I , ~------I ' _..~w-- ~-----~ 55 -. ~ ~ ~ I <.O c.o I ~ \ ~ ' ~ ' t 46 I ti ! • I , . Q I I I I l'" -1 l(j ~ I .,.... I .._ J I I I • I 0) ~ ,.._,_ f I I I I I I I I I I I I ; I I I 7 ~ "' ,.._,_ I , I I fa I I I I 7 I I I I I I I ~ 0 CX) -or- I \ --------- 55 56 L':.J ---• ~ _____ .££:..~te__j-~--....1.--u ----------~~...:.......1 - \ \ I I I \ \ \ \ \ \ I I I I \ I _J__ R_Lw--RW - +---r---;:----;:-~r~LC');--;~-r---=== 0 0 -or--r- 0 \ o IO IN LIMIT Of WORK -/Mr LC') ~ N 0 N -\'~ MM -or- N O') -or- ,q'" O') \ -or- \ \ ~ \ I I I I I I I \ __ m __ 2-Q CONSTRUCTION NOTES @--INSTALL 12" WHITE ®--INSTALL a• WHITE L~~~ITP~~N~:L~ CALTRANS STD. A24E. ~INSTALL PAVEMENT LEGEND "STOP"ANS STD. A20D, DETAIL 38A ~INSTALL SHARED L PER CALTRANS s ' EXCEEDS 250'. LAA:o~:~RKING LEGEND PER CAUFo:iA A~4D, INSTALL DOUBLE YELLOW UONEBE APPROVED BY CITY. UTCD FIG. 9C-9, SPACING VARIES NOT INSTALL DOUB PER CALTRANS • TO INSTALL RED ~ YELLOW LINE PER CALTRANS ~:-:20A, DETAIL 22. INSTALL BLUE R=l~E~~l:;GH~R EXISTING RED CU~B ~~6A~~:~L 22 (W/RPM @ 12' O.C.). ANT MARKERS PER CITY OF NEWP ORT BEACH STD-902-L PREPARED BY: TERRY P. AU URBAN RESOURCE CONSULTING C'IIL ENGINEERS 2~~auchl~ Suite 110 Ph ne, A 92618 F one: 949-727-9095 ax: 949-727-909B R.C.E. No. 68466 DATE \ N NIN t ~ I \ \ \ • I \ l \ \ I I LEGEN> ----Rw--~- --s--- ----w-- 0 NO. DATE DESCRIPTION OF REVISIONS \ \ \ \ NOTE: ALL DIMENSI AND TO BE ~NESLDAVERE APPROXIMATED RlfY. EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WATER EXISTING STORM DRAIN TRAFFIC SIGNAL LOOPS EXISTING FIRE HYDRANT I APPROVAL RECOMMENDED: DESIGNED: JR DRAWN: JT APPROVED CHECKED: DATE: JR 7 29 2013 ~ I I I \ I .. I I I (\") 0 ~ N \ \ \ \ \ I / / / / .,,, '\SO'\ / / / / I I / L I II 40 I I I / / .,,, GRAPHOSOALE 0 20 40 80 I I I I "'FEET) • 1 lnoh • 40 ,_, ____ _ . j - LC') ~ -or-I -or-\ N I \ ~ GRAPHC SCALE 40 ~1---jo 40 80 liiiiiiiiiiiiiiiiii~I- "'FEET) 1 lnoh • 40 ,_, r .. I I ('I) T"" ~ ,m ?• ::c "' w w I(/) I I I SHEET Of "' "' <.) -a. ~ R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET REHABILITATION C-5212 STRIPING PLANS 13 BAYSIDE DRIVE tH I I I I I I I I Cl) I I f I I I I \ \ \ \ \ \ \ ----,,------""' ...-11-,l"" llJ ----'• 'cf, II-" ~ ' •• I I I I I I I I I I l f I I I 0 j 0 C\J C\J LIMIT OF WORK 52 -----OF WORK 0) 0 C\J C\J I I I ,. " l f Gi I: I : I l I " -------- I.{) T- C\J CN I I I I I I l N l I C\I I C\I I C\I I C'\f I C\I CV') C\J C\J C\J I I : ,....._ I I C\J I I~ I I I I I !. I I If<.._ T---- I I I 't-o CV) C\I I I CV') I ""-- C\J ;' CV') I"-I CV') <l', " "I C\J ,-.._ 55 .♦ C\J ~ I ---~ C\j i g," , CV 1' ~ , I 0) ~ C\I 0 co CV) C\I ~ I ~ I I I I ~ 11 II I I I I I co 0 ---I ------L ~J I I I I -M~-----M~--_J I ~--M~- --'l"I'--::;7 I I I 319 l 317 I 56 47+00 !:1t ... 46+0~:;t "' It,- 9. w LIMIT OF WORK ___ j ~ Rw------RW--W --Rw-----Rw-----I w --•en 314 ----n 312 I I I I I .--+-..__----==--------===-------"--~ J_ • I I --Y---L_-...._ I I I I I I Iv I 0) ,, I ,I ;f ,, [V I ,' II I 'V .......______I ,, t ,, I,, _, (,/,,, , , I 315 ----- 313 310 310 112-________, -_______________ -_-:JW ___ I_ I L , ),; "' ~.... " / -----'---•-··----------------------·--I L L... ..,__,__ //' A, __ --', ~ -- -- --311 308 308 112 "-=-~ -~---.==t:~-_,J306 __ _ DIAL TDLL FREE 1-800-227-2600 AT L.EASI' 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA CONSTRUCTION NOTES @--INSTALL 12• Wl-1I1£ LIMIT LINE PER CALTRANS SID. A24E. @--INSTALL 8" Wl-1I1£ LINE PER CALTRANS SID. A20D, DETAIL 3BA. @--INSTALL PAVEMENT LEGEND "STOP" PER CAL TRANS SID. A24D, @--INSTALL SHARED LANE MARKING LEGEND PER CALIFORNIA MUTCD FlG. 9C-9, SPACING VARIES, NOT TO EXCEEDS 250'. LAYOUT TO BE APPROVED BY aTY. INSTALL DOUBLE YELLOW LINE PER CAL TRANS SID. A20A, DETAIL 22. INSTALL DOUBLE YELLOW LINE PER CAL TRANS SID. A20A, DETAIL 22 (W/RPM O 12' O.C.). INSTALL RED CURB STRIPING ON EXISTING RED CURB LOCATIONS. INSTALL BLUE RAISED FIRE HYDRANT MARKERS PER CITY OF NEWPORT BEACH SID-902-L. PREPARED BY: URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 0 lrvlne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 TERRY P. AU R.C.E. No. 6B466 DATE LEGEN> ---RW---- ---5---- ---w---- 0 NOTE: ALL DIMENSIONS ARE APPROXIMA lED AND TO BE FIELD VERIFY. EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WA lER EXISTING STORM DRAIN TRAFFIC SINGAL LOOPS EXISTING FIRE HYDRANT APPROVAL RECOMMENDED: GRAPHC SCALE 40 0 20 40 1-•-1 l~I BO I ~ L,J ...I CD 0 I-I!: ll:: i§ 0 ui L,J 1--1----1-----------------+---~==--,-=~--t-------------------r---------t~~ DESIGNED: DRAl'm: ~ o NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: ~ n ► DATE: 1-JR 7 29 2013 SHEET OF <> R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET REHABILITATION C-5212 STRIPING PLANS 14 BAYSIDE DRIVE I 402 --~- ---,.-......c...: ----M~-----MM-- - --MM-- - --MM-- - --MM-------;--------- --111~-- /J...._ ---=---~~r-~---=--,11::: ~ ~/J....- 1 "" "' ;,. C') ~'.::;:~'.'.:':::=:':: ~49~+oo,~==~~==~:ja~+ppooJ __ 1 ...._:½~~;~i~-~d~x--liAlrr OF" ....,_'I( ,... I ' I -~ ~ :.."'VI\'; m r.:==~-=i-M::;;M-~--==:::::::::,,_ 30 :::C: I Cl) 1--Rw-----RW----- W I ~ I 358 I 331 329 I I 348 338 A-e 321 312 .... -- ---- -...... 416'-... --1 314 --------- 2-2--, __ _ I I 319 --.cc:..., ---327 317 325 315 I ----------315 -I. , 1 . 1 317 g~ ~ ~----=-.::::=--.....:==,~. __ i I b--~~ 1~ ~ /s I I 320 "~1812---I I I - -- -_ _,__,__,__ I I DIAL TDLL FREE 1-800-227-2600 AT LEAS! 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA ---401 112 401 --RW--'II-Ri•1 n 3033 3101 3111 - 323 I I : -:rM----,-..._ ' . ~I I 322 I j _---.;.;.... __ 3_1-=-9 ! II t:------ -==---- CONSTRUCTION NOTES CO--INSTALL PAVEMENT LEGEND TYPE IV (L) ARROW PER CAL TRANS STD. A24A. 133--INSTALL 12" WHITE LIMIT LINE PER CAL TRANS STD. A24E. 134}--INSTALL s• WHITE LINE PER CAL TRANS STD. A200, DETAIL 38A. :l)---INSTALL PAVEMENT LEGEND TYPE VII (R} ARROW PER CALTRANS STD. A24A. INSTALL PAVEMENT LEGEND "STOP" PER CALTRANS STD. A24D, ,_INSTALL DOUBLE YELLOW LINE PER CALTRANS STD. A20A, DETAIL 22. INSTALL MEDIAN ISLAND STRIPING PER CALTRANS STD. A20B, DETAIL 29. eiS---INSTALL RED CURB STRIPING ON EXISTING RED CURB LOCATIONS. e;~-INSTALL BLUE RAISED FIRE HYDRANT MARKERS PER CllY OF NEWPORT BEACH STD-902-L. PREPARED BY: URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 0 lrvfne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 TERRY P. AU R.C.E. No. 68466 DATE I I I I I I I if I l I LIMIT OF WORK 3R;201;5 I --~ 323-1/2 3 3 I * I L_ __ M~------M!J----::,.--------RW----~ 3201 3203 3205 LEGEN> 3207 3209 3211 ---RW--- ---s--- ---w--- 0 I 329 1-7 I ---I I --327 1V2 3 1327 25 112 __ 121: NOTE: ALL DIMENSIONS ARE APPROXIMATED AND TO BE FIELD VERIFY. EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WATER EXISTING STORM DRAIN TRAFFIC SIGNAL LOOPS ,..,-.,-7 EXISTING FIRE HYDRANT L::::J APPROVAL RECOMMENDED: l I f • I Ii I I I : ~, §/ §1 ' I GRAPHC SCALE 40 0 20 40 80 I _-_ I I I I "'FEET) 1 lndl • «I feet "---------~ -:;:;-<.__J ll1" P.tc1111c co • ~1'1flfy 'I'-0) l(.) ,11.i t 00 'I'-33~-CV) CV) CV) I CV) CV) CV) I I ,- I I CY) /2 i I 'F ( l 332 -I t I I -Ml/-- /Al .. ~ -RW ----,i --RW- 330A-C RW-'r.~~ --I I r -32BA-C -- --I -- I 326A-C ---- GRAPHC SCALE 40 0 20 40 BO 1-•-I l~I I "'FEET) 1 Ind! -"" ,_, ~ L.,J ..J CD 0 I-I!: ll:: i§ 0 ui L.,J 1---4----1-----------------1----t===---,r=-~---t-----------------r-----~~~ DESIGNED: DRAl'm: ~ o NO. DA TE DESCRIPTION OF REVISIONS APPROVED CHECKED: ~ n ► DATE: 1-JR 7 29 2013 SHEET OF <> R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET REHABILITATION C-5212 STRIPING PLANS 15 AVOCADO AVE. I ' I I ' I I I I I : I l I I I I I I f I I I I j I I I I I ' I I 10r- 1 --,-_ __L_J~L -----Httl-+---::;:;---1..l,2~+~0-~'....----..... 1, r l I ' _, 109T I I 909 i--.. I -I .... , . ..:., ...... .. , ... 111111 I -I , ' \ I I \ I I rP \\~ ~ -t. I 0 ~ 'ti ~ \ ~ s-;00 ~ ~- -"'· \ ' \ ~ ::,. I I I •t-~ ~~~ ~ ~ ~~o+~~;:,,.__-+----,Jtl::+oo=------22~2+00e.___,.,_o_s_v i ! : --....J ---M • --• ' AVOCADO AVE 0 ~ ---1 • ; ,, -- I I I GRAPHC SCALE 40 0 2040 1-1~1 (ftlFEET} 1 lnah • 40 "'8t I I I I ~ BO I ·----------------------------~--~------------------------------- I ..... a: ;~ osv~ 01 !i ~ 1N,U 24+ 25 O AVOCADO AVE i ~-----j'---___JY,\!Iµ. -----1/.,'t!!',U· ----,M,1------J--,1~\\l:1,UI-----M!IAUi--' -__,..,__-r---105 ~: I- I I I 27±00 J ,_;i !I 'Z .............. __.,[ ~ DIAL TDLL FREE 1-800-227-2600 AT L.EASI 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA CONSTRUCTION NOTES 130--INSTALL PAVEMENT LEGEND T'IPE IV (L) ARROW PER CALTRANS SID. A24A. (32--INSTALL PAVEMENT LEGEND T'IPE VIII ARROW PER CALTRANS SID. A24A. (3.}--INSTALL 12" Wl-lllE LIMIT LINE PER CALTRANS SID. A24E. 34}--INSTALL a• Wl-lllE LINE PER CAL TRANS SID. A20D, DETAIL 38A. INSTALL 4" DASHED Wl-lllE LINE PER CALTRANS SID. A20A, DETAIL 9, INCLUDING PAVEMENT MARKERS. C3-»--INSTALL 6" WHllE BIKE LANE STRIPING PER CAL TRANS SID. A20D, DETAIL 39. C3S--INSTALL 6" WHllE BIKE LANE INlERSECTION LINE STRIPING PER CAL TRANS SID. A20D, DETAIL 39A. 4•n---lNSTALL BIKE LANE LEGENDS PER CALTRANS & CITY OF NEWPORT BEACH STANDARD. ("BIKE". "LANE". & ARROW) '4~-INSTALL PAVEMENT LEGEND T'IPE VII (R) ARROW PER CALTRANS SID. A24A. ~ l4~-INSTALL PAVEMENT LEGEND "STOP" PER CALTRANS SID. A24D, l~-INSTALL PAVEMENT LEGEND T'IPE I 10'-0" ARROW PER CALTRANS SID. A24A. 461--INSTALL DOUBLE YELLOW LINE PER CAL TRANS SID. A20A, DETAIL 22. 150--INSTALL 4" SOLID Wl-lllE STRIPING PER CALTRANS STANDARD. i;:,.Jr-lNSTALL MEDIAN ISLAND STRIPING PER CALTRANS SID. A20B. DETAIL 29. (5!t--lNSTALL BLUE RAISED FIRE HYDRANT MARKERS PER CITY OF NEWPORT BEACH SID-902-L PREPARED BY: TERRY P. AU \ \ \ \ ' t \ ---i____,. -40 ...,_ 33 d, r J 40 URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 0 lrvfne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 R.C.E. No. 68466 DATE • 30+00 _, ~c-----1/1,ll 1 \200· \ £££ ~ \ I \ \ I I \ • \ IM:I --MIJ-- -•\\>!-U --- 100' I LIMIT OF WORK -@Y 31+00 JO AVOCADO ~VB_ LIMIT OF WORK Nrl!- 1 S I \ LEGEN) ----RW---- ----s---- ----w---- 0 NOlE: ALL DIMENSIONS ARE APPROXIMA lED AND TO BE FIELD VERIFY. EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WA lER EXISTING STORM DRAIN TRAFFIC SIGNAL LOOPS EXISTING FIRE HYDRANT APPROVAL RECOMMENDED: 200· I I \ ~ I I \ cl I I ~ GRAPHC SCALE 40 0 20 40 BO 1---1 l~I I "'FEET} 1 lnah • 40 "'8t I I I I I I I I I ~ L.,J ...I CD 0 I-I!: ll:: i§ 0 ui L.,J 1--1----1------------------1---~==--,-=~--t-------------------r---------t~~ DESIGNED: DRAWN: ~ o NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: ~ n ► DATE: 1-JR 7 29 2013 SHEET OF <> R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET REHABILITATION C-5212 STRIPING PLANS 16 AVOCADO AVE. I I I I I 00 ~ ~ r-,\I.~ ,\U:I ,,,,u---.1/1~ u:2 • m Ls+oo @J\ :::C: I I u, 46 w• w 33 u, I ~ H1l:I ' I • • I ~ I e:l I = I E-< z JII u ~ ~ u ,\ftM !iltl:I hH::I 200' lot -"'\.@-~----..... 30 -0 37+00 ---. ---M~ /11l:I Mal @-/ - I 38+00 ®I 11-,M I I I I I ,!1----------MM-------N,l----MM-------~---N,lj-N.l:I I I I '- I ~ // '-~ /, '- II I --·•~---•------•~------------------L-------------------/_ ,' DIAL TDLL FREE 1-800-227-2600 AT L.EASI 1WO MYS BEFORE YOU DIG - ~ -"Q" (0 N co ~ 0 •• co C"") "Q" (0 LO N "Q" C"") N N N ,. r---"Q" 0) co 0) 0) LO 0) 0) 0) 0) 0) 0) "' 0) • M~ AUJ ,\t,l:I ,\'.l:I I 40 I. J ~~--201' 34 -®-7_ -~ -"l. -~ ----"' 46 30 -Cl?. 53 -o+oo 51+00 ---AVOCADO AVE --@=1/ -- -45»; ---c;-;-----M!l----;:====:-=~--__:::__---MM----\ N,t:I ..\ 1---RW -- g\ 1>~ • / , t 1 I p J ✓ I ~ \ ✓ ✓ ./ ~1 / CONSTRUCTION NOTES , ~ 13 ~ INSTALL PAVEMENT LEGEND TYPE IV (L) ARROW PER CALTRANS STD. A24A. INSTALL PAVEMENT LEGEND TYPE VII (L) ARROW PER CALTRANS STD. A24A. INSTALL PAVEMENT LEGEND TYPE VIII ARROW PER CALTRANS STD. A24A. INSTALL 12" WHITE LIMIT LINE PER CALTRANS STD. A24E. INSTALL 8" 'M-IITE LINE PER CALTRANS STD. A20D, DETAIL 38A. ,, ,, ✓ -INSTALL 4" DASHED WHITE LINE PER CALTRANS STD. A20A, DETAIL 9, INCLUDING PAVEMENT MARKERS. INSTALL 6" 'M-IITE BIKE LANE STRIPING PER CAL TRANS STD. A20D, DETAIL 39. INSTALL 6" 'M-IITE BIKE LANE INTERSECTION LINE STRIPING PER CAL TRANS STD. A20D, DETAIL 39A. INSTALL BIKE LANE LEGENDS PER CALTRANS & CITY OF NEWPORT BEACH STANDARD. ("BIKE", "LANE", & ARROW) (46>--INSTALL DOUBLE YELLOW LINE PER CALTRANS STD. A20A, DETAIL 22. (4&--INSTALL 4" 'M-IITE LANE LINE EXTENSIONS THROUGH INTERSECTION PER CAL TRANS STD. A20D. (5(>--INSTALL 4" SOLID WHITE STRIPING PER CALTRANS STANDARD. \;)...--INSTALL MEDIAN ISLAND STRIPING PER CAL TRANS STD. A20B, DETAIL 29. (5~-INSTALL RED CURB STRIPING ON EXISTING RED CURB LOCATIONS. (5~-INSTALL BLUE RAISED FIRE HYDRANT MARKERS PER aTY OF NEWPORT BEACH STD-902-L. / / PREPARED BY: ' ' ""' ' ' • , ~' / / ' / / / L URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 O lrvfne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 I I ·l,\ij----'----:M-------Nt.'\tl-,~----M,\\tl -__ _,h..,••~ 200' - I I • r ~: 'l,'O '-• ~ • '-'-, -62 I ~ I ~ N co ~ """"" 0 T"i"' 0) 0) 0) 1•1 I I -Mi!I----Nl/ltl-,~-----M!l----l,\!lf---.../ 54+00 31 40 K 200' ~ = E-< ~ u ~ 1-( I I ◊ ~ 1:1,,i ""' ' ' :::-.. l.EGEN) ----RW---- ----s---- ----w---- 0 I I Ml:I lot I tl,l:I --I>:. o. --190' -46+00 34 . ~=t_~. - - r 200' .6~ l f • D """"" I 0 N N f • _ _JJ -, I_ 54+30.16 T- N T- N NOTE: ALL DIMENSIONS ARE APPROXIMATED AND TO BE FIELD VERIFY. EXISTING LOT LINE EXISTING RIGHT OF WAY EXISTING SEWER EXISTING DOMESTIC WA TIER EXISTING STORM DRAIN TRAFFIC SOGNAL LOOPS EXISTING FIRE HYDRANT APPROVAL RECOMMENDED: '® w- I IJtt:J ~-• 37 -Ru, -n RW GRAPHC SCALE 40 o 20 40 I -----I I I "'FEET) 1 fllah • 411 INt GRAPHC SCALE 40 o 20 40 80 1---1 I_I I 80 I ~ L.,J ...I CD 0 I- I!: ll:: i§ 0 ui L.,J 1--1----1------------------1---~==--,-=~--t-------------------r--------t~~ DESIGNED: DRAWN: ~ o ~ n ► DATE: 1- lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA TERRY P. AU R.C.E. No. 68466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: JR 7 29 2013 SHEET OF <> R-6032-S 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS STREET REHABILITATION C-5212 17 PARKING LOT @ BAYSIDE DETAIL BACKFILL--~-... FILTER FABRIC MIRAFI 140N OR EQUIVALENT WITH 16" MIN. OVERLAP 12· •. CONCRETE RETAINING WALL SEE DETAIL ON SHEET 2 ~-4" (ASlM D3034) PERFORATED SUBDRAIN PIPE PVC SCH. 40 OR SDR 35. ,,,--1 CUBIC FOOT OF 3/4" OPEN GRADED CRUSHED GRAVEL PER GEOTECH RECOMMENDATIONS -....___4• (ASTt.1 D3034) PVC SDR 35 DRAIN PIPE. INVERT PER PLAN TOP OF FOOTING . . • • 1-i\7 WAU. 8UllRAN \.!_} _____ __._,,N;.;O::;;T:.,,l;,;:O:::;SC::;;:A;.;L:,;:E=------- DIAL TOLL FREE 1-800-227-2600 AT LEASI' 1WO MYS BEFORE YOU DIG lNJERGROLN> SERVICE ALERT OF SOUTHERN Q\I.FORNIA "' "' .... ,-, .... $ l) "' ... ..... \ ~~----1..,7~0 71 ..J .... 0 "' ';\l "' ·~ 0 9, 9, --.-\ -::i q, q, "' "' "' "' "' ;.., "' "' ... .... ..... ':l. ':' ~ -.... .... ~ o, "'· .... 0 - 0 oo· ;oo ... ... 01 ·e11 '36 0 .;,..\ ?I, ?I, v1ig<3~ "' "' "\o ~a,~~ -A -~o ,i\-::i .-\," "' 0 q,~ "' " "' l \ L_. --~-;;'.~~~;;~~tt==t=j~~~,~s~~~ [EJGST WAIK ___ _ --------::::r \CONC. ..J "' -~ EXIST. LANDSCAPE SLOPE 6'CF Hret=2.5' ----------- . z .---:!!: EX. CURB & GUTTER PREPARED BY: _J "' "' • ... -"'· ,I \;', "' ... -~ ) URBAN RESOURCE CONSULTING C'IIL ENGINEERS 23 Mauchly, Suite 11 O lrvfne, CA 92618 Phone: 949-727-9095 Fax: 949-727-9098 "' "' "' "' "' ·--~ -"'· ,I \;', \ \ ~ "--I C NC. WALK ... .Ii "~ ~ ~ @, (D --'io--ro.si _________ ::":::-J:~Ji: '.b ~ ~---g LIMITS OF GRIND AND OVERLA~ EX. CLEANOUT PR TE~9IN PLACE) ·Bs "le 68.03 1.42% ) PARKING LOT o BAYSIDE SCALE: 1 • = 10' ~-s· TO o· TRANSITION ON TOP OF WALL 70.19TW C 69.69FL 6"CF ,--6" CURB AND GUTTER RETURN "' !> - "' \I', ... . ;.., -0 (J) (11 ~ f> 'I ~ ~~ 0 \;', EXIST. AC PAVEMENT ------- ~-TOP OF FOOTING PROPOSED CONC. RETAINING WALL PROPOSED FINISHED GRADE OUTSIDE WALL ~-EXISTING TREE ROOT --- ~-FINISHED SURFACE AC PAVING JOIN EXISTING SECTION "A-A" N.T.S. CONSTRUCTION NOTES 0--CONSTRUCT MODIFIED 6' CURB AND GUTTER PER CITY OF NEWPORT BEACH STD-182-L W/18" WIDE GUTTER. ©-CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE 7 PER STANDARD PLANS FOR PUBLIC WORK CONSTRUCTION STD. PLAN 616-2. ©--REMOVE PORTION OF THE INTERFERING EXISTING CURB. ©--CONSTRUCT 4' A.C. OVER VARIABLE DEPTH BC OVER EXISTING AC SECTION. ©--REMOVE PORTION OF THE INTERFERING EXISTING A.C. PAVEMENT. ©--PROTECT EXISTING TREE ROOT IN PLACE. (j)--INSTALL 4' PERFORATED SDR-35 PVC SUBDRAIN PIPE PER DETAIL HEREON. @--CORE SUBDRAIN OUllLET THROUGH WALL FOR DISCHARGE TO GRADE. ®--INSTALL 3'X5' MIN. GROUTED RIP-RAP AT EXISTING FINISHED GRADE/DRAINAGE OUllLET. APPROVAL RECOMMENDED: ~ L.,J ...I CD 0 I-I!: ll:: i§ 0 t---+-----+-------------------+-----IPATRICK ARCINIEGA, RCE 70740 u i SENIOR CIVIL ENGINEER "" 1--1----1------------------1---~==--,-=~--t-------------------r---------t~~ DESIGNED: DRAWN: ~ o JR JT ~ ~ TERRY P. AU R.C.E. No. 68466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: JR 7 29 2013 SHEET OF <>