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HomeMy WebLinkAboutR_6098_SRECORD DRAWINGS PROJECT LOCATION-- VICINITY MAP TOPOGRAPHICAL LEGEND ® SEWER MANHOLE @ STORM DRAIN MANHOLE "°' FIRE HYDRANT ~ STREET LIGHT 0 WATER VALVE A SURVEY MONUMENT ~ SIGN e TREE ~ ELECTRICAL MANHOLE k«~ BUILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---~---CENTERLINE -x-x-x-FENCE BLOCK WALL UTILITY LINE LEGEND -----ss- -----w- ------G- -----E- -----T- -----JV- I dl SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE TELEVISION LINE ir-1111: rull1laa C1111, ... .,.. .... NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AC ASPHALT CONCRETE BCR BEGIN CURB RETURN BC BEGIN CURVE BSW BACK OF SIDEWALK C CENTERLINE C&G CURB AND GUTTER CATV CABLE TV CNB CITY OF NEWPORT BEACH DW DOMESTIC WATER DWY DRIVEWAY E'LY EASTERLY ECR END CURB RETURN EC END CURVE EUC EUCALYPTUS TREE EX EXISTING FL FLOW LINE FS FINISHED SURFACE IRR IRRIGATION LD LOCAL DEPRESSION NTS NOT TO SCALE PB PULL BOX PCC PORTLAND CEMENT CONCRETE PROP PROPOSED R/W RIGHT OF WAY SCE SOUTHERN CALIFORNIA EDISON sco SEWER CLEAN OUT SW SIDEWALK TC TOP OF CURB TEL TELEPHONE TF TOP OF FOOTING TW TOP OF WALL TYP TYPICAL UNK UNKNOWN W'LY WESTERLY RECORD DRAWINGS AS-BUILT -= ~ k~- By:~VILWORKS Date: 04/23/2021 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE 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 IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. PCC STRENGTH SHALL BE 4000 PSI. 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. 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 THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO ~LL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED 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 DRA~NGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. STATIONING REFERS TO CENTERLINE OF STREET. 10. CURVE DATA REFERS TO FACE OF CURB. 11. PROPERTY LINES ARE SHOWN AS PER ASSESSORS PARCEL MAP. 12. TIDE VALVES SHALL NOT BE OBSTRUCTED FOR OPERATIONS DURING HIGH TIDES. 13. THE CONTRACTOR IS RESPONSIBLE FOR CLEARING AND GRUBBING, PRUNING AND REMOVING TREE ROOTS THAT INTERFERE WITH THE WORK AND SHALL COMPLY WITH SECTION 801-1 OF THE SPECIAL PROVISIONS AND THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT RECOMMENDATIONS BY ITS ARBORIST TO THE CITY FOR REVIEW FOR SAFELY PRUNING AND REMOVING TREE ROOTS. NO ROOTS SHALL BE PRUNED OR REMOVED UNLESS THIS SUBMITTAL IS RETURNED TO THE CONTRACTOR AS SATISFACTORY. PRIOR TO THE SUBMITTAL, THE CONTRACTOR SHALL ARRANGE TO MEET WITH THE CITY ARBORIST AT THE SITE TO DISCUSS CITY STANDARDS AND REQUIREMENTS. PUBLIC WORKS DEPARTMENT CONCRETE STREET PAVEMENT RECONSTRUCTION ANADE AVENUE, MONTERO AVENUE, CONSTRUCTION NOTES CD REMOVE EXISTING AND CONSTRUCT 8'' THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB DWG. NO. STD-109-L AND TYPICAL SECTIONS ON SHEET 2. @ CONSTRUCT VARIABLE DEPTH CRUSHED MISCELLANEOUS BASE AS NEEDED. 0 REMOVE EXISTING AND CONSTRUCT PCC CURB (TYPE B) PER CNB DWG. NO. STID-182-L (TOP OF CURB TO MATCH EXISTING). 0 REMOVE EXISTING SIDEWALK AND/OR LANDSCAPING AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. @ REMOVE EXISTING SIDEWALK AND/OR LANDSCAPING AND CONSTRUCT PCC SIDEWALK PER MODIFIED CNB DWG. NO. SID-180-L. MODIFICATION: 8" THICK PCC. / AND ALVARADO PLACE FROM EAST BAY AVENUE TO EDGEWATER AVENUE 6TH STREET FROM BALBOA BOULEVARD TO BAY AVENUE PROJECT NO. 18R21 DATE: DATE: 11/2-1 /1 9 I 1 LOCATION AND SHEET INDEX MAP NOT TO SCALE EMERGENCY TELEPHONE NUMBERS 0 SAWCUT, REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB DWG. NO. STID-181 ON SHEET 4. MODIFICATIONS PER DETAILS 1 THROUGH 4 ON SHEET 7. ® DRILL AND INSTALL 12" LONG #4 DOWELS (EPOXY-COATED DOWELS) AT 12" O.C. EMBED HALFWAY IN ADJACENT PCC PAVEMENT. @ CONSTRUCT UNDER SIDEWALK DRAIN PER CASE 1 OF DETAIL C ON SHEET 6. @ CONSTRUCT UNDER SIDEWALK DRAINS AT 5' MAX INTERVALS PER CASE 2 OF DETAIL C ON SHEET 6. 0 REMOVE EXISTING PAVERS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L 0 SAWCUT, REMOVE EXISTING AND CONSTRUCT TYPE "B" PCC CURB ONLY (CF HEIGHT VARIES 4" MIN. TO 8" MAX.) PER CNB OWG. NO. STID-182-L. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC DRIVEWAY PER CNB DWG. NO. STD-162-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY APPROACH TYPE A PER CNB DWG. NO. STD-142-L. @ REMOVE AND REPLACE EXISTING CITY STREET LIGHT PULL BOXES TO GRADE PER CNB DWG. NO. STD-204-L. @ REMOVE EXISTING STREET LIGHT POLE AND FOUNDATION. SALVAGE EXISTING POLE. INSTALL EXISTING STREET LIGHT POLE ON NEW FOUNDATION (TO MATCH EXISTING LOCATION) TO NEW SIDEWALK FINISHED GRADE PER CNB DWG. NO. 200-L. @ REMOVE AND CONSTRUCT 24" ~DE/ 12" DEEP FULL DEPTH AC. @ REMOVE, SALVAGE AND REINSTALL EXISTING FIRE HYDRANT (TO MATCH EXISTING LOCATION) TO NEW FINISHED GRADE PER CNB DWG. NO. STID-500-L. @ REPAINT RED CURB. LOCATION TO MATCH EXISTING. LENGTH AS SHOWN ON PLAN. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE (STOP LINE) PER CALTRANS STD PLAN A24E. LENGTH AS SHOWN ON PLAN. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING "STOP" PER CALTRANS STD PLAN A24D. @ REPLACE EXISTING SIGN, POST AND FOOTING IN-KIND. @ INSTALL NEW SIGN, POST AND FOOTING. SIGN TYPE PER PLAN. @ CONSTRUCT 12" PVC (SDR-35) STORM DRAIN PIPE PER DETAIL B ON SHEET 2 FOR CONCRETE BACKFILL. @ CONSTRUCT JUNCTION STRUCTURE PER CNB DWG. NO. STD-310-L ON SHEET 4. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB INLET TYPE OS PER CNB DWG. NO. STD-306-L. @ CONSTRUCT PCC LOCAL DEPRESSION PER CNB DWG. NO. STID-304-L (L-3.5'). @ CONNECT NEW PVC PIPE TO EXISTING CONCRETE CATCH BASIN PER MODIFIED CNB DWG NO. STD-303-L ON SHEET 3. @ REMOVE AND RECONSTRUCT AFFECTED PORTIONS OF LOCAL DEPRESSION, TO NEAREST JOINT PER CNB DWG. NO. STD-304-L. DRILL AND INSTALL 12" LONG #4 DOWELS (EPOXY-COATED DOWELS) AT 12" O.C. EMBED HALFWAY IN ADJACENT PCC GUTTER. @ INSTALL STORM DRAIN CLEANOUT PER DETAIL 56 ON SHEET 4. ® INSTALL 12" WYE. USE ADDITIONAL FITTINGS AS NEEDED FOR INCOMING PIPE ANGLE. @ CONSTRUCT MOW CU ffi DISPOSITION NOTES [El OJ IT] 0 ~ m IT] IT] PROTECT IN PLACE EXISTING IMPROVEMENT (TYPE PER PLAN). ADJUST MANHOLE FRAME AND COVER TO GRADE. REMOVE EXISTING AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE. ADJUST PULLBOX TO GRADE BY OTHERS (UTILITY OWNER PER PLAN). ADJUST VAULT TO GRADE BY OTHERS (UTILITY OWNER PER PLAN). REMOVE AND DISPOSE OF EXISTING TREE (TYPE PER PLAN). REMOVE EXISTING AND INSTALL NEW WATER METER COVER TO GRADE. ADJUST UTILITY COVER TO GRADE (BY OTHERS). FRAME AND IT] II] DEMO & REMOVE EXISTING PCC SIDEWALK (TO INSTALL NEW PARKWAY PER LANDSCAPING PLANS). DISPOSITION/PROTECTION OF EXISTING TREE PER LANDSCAPE ARCHITECTURAL PLANS. LOCATION OF EXISTING "THROUGH CURB DRAIN". WHERE PROPOSED FLOWLINE IS ABOVE EXISTING FLOWLINE, RECONSTRUCT "THROUGH CURB DRAIN" (FROM CURB FACE TO PROPERTY LINE ONLY) PER CITY OF NEWPORT BEACH STANDARD STD-184-L. ENSURE 1.5" MIN CONCRETE COVER OVER PIPE THROUGH CURB. ~ REMOVE EXISTING INLET. !Q1 REMOVE EXISTING INLET AND BACKFILL TO NEW GRADE. [ill ADJUST EXISTING INFILTRATION CATCH BASIN TO GRADE. [gj ADJUST EXISTING AIR VENT TO GRADE (BY OTHERS). SHEET INDEX TITLE SHEET 2 TYPICAL SECTIONS & DETAILS 3 DETAILS 4 DETAILS 5 UNDER SIDEWALK DRAIN PLAN -ANADE AVE 15 STORM DRAIN PLAN -LATERAL PROFILES 16 SIGNING AND STRIPING PLAN 6TH STREET (BALBOA BOULEVARD TO EAST BAY AVE) AND ANADE AVE (EAST BAY AVE TO EDGEWATER AVE) 17 SIGNING AND STRIPING PLAN 6 7 UNDER SIDEWALK DRAIN PLAN -MONTERO AVE MONTERO AVE (EAST BAY AVE TO EDGEWATER AVE) AND 6TH STREET CURB RAMP DETAILS ALVARADO AVE (EAST BAY AVE TO EDGEWATER AVE) DAY NIGHT STREET PLAN 6TH ST (BALBOA BLVD TO EAST BAY AVE) 18 LANDSCAPE PLANTING PLAN -ANADE AVE (EAST BAY AVE TO EDGEWATER AVE) SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 9 STREET PLAN -ANADE AVE (EAST BAY AVE TO EDGEWATER AVE) 19 LANDSCAPE PLANTING PLAN -MONTERO AVE (EAST BAY AVE TO EDGEWATER AVE) SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-191 1 10 STREET PLAN _ MONTERO AVE (EAST BAY AVE TO EDGEWATER AVE) 20 LANDSCAPE PLANTING PLAN -ALVARADO PL (EAST BAY AVE TO EDGEWATER AVE) AT&T TELEPHONE COMPANY (BOO) 332-1321 21 LANDSCAPE PLANTING LEGEND, NOTES AND DETAILS CITY OF NEWPORT BEACH UTILITIES DIVISION (949) 644-3011 (949) 644-3717 11 STREET PLAN -ALVARADO PL (EAST BAY AVE TO EDGEWATER AVE) 22 LANDSCAPE IRRIGATION PLAN -ANADE AVE (EAST BAY AVE TO EDGEWATER AVE) ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 12 STORM DRAIN PLAN -ANADE AVE (EAST BAY AVE TO EDGEWATER AVE) 23 LANDSCAPE IRRIGATION PLAN _ MONTERO AVE (EAST BAY AVE TO EDGEWATER AVE) llME WARNER CABLE ((9 71 4 4 9)) 5 5 4 4 2 6-_ 6 2 2 7 2 5 2 7 13 STORM DRAIN PLAN -MONTERO AVE (EAST BAY AVE TO EDGEWATER AVE) 24 LANDSCAPE IRRIGATION PLAN -ALVARADO PL (EAST BAY AVE TO EDGEWATER AVE) 0 COX COMMUNICATIONS 14 ( ) SBC (FORMERLY PAC BELL) (7l4) 237_6040 STORM DRAIN PLAN -ALVARADO PL EAST BAY AVE TO EDGEWATER AVE 25 LANDSCAPE IRRIGATION NOTES AND DETAILS C- 7184 _ 2 i,'i; ~iiAsisriFFiFiriiiNris'."" _________ ....1!;_-=========================::!!.--r---..:....--:::;;==~------r.:.......:.... ______ TTm:----r----:ii"TRoviii:""iiEoiii:iENiim:--7Af~ovi:rl~ii:woo@-Tmwiiii:'REmiMEiNDi:ii:""7rri;;;i;ovi~iwiii:iENiim:--T------------------------------..J.-=-...:....:...::....:-=7~· /2"'=30::,.. g~ BASIS OF BEARINGS: DATE: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: I!: S lH[ CENlERUN[ OF BAY AVENUE BEING N1e· 35•w AS SHO\IIN ON lHE [AST NEWPORT 1RACT r ca 11/18/19 TITLE SHEET !2.,, l • nnon o-□ATuM&BENcHMARK ~ :::::.=:::·"'···· DRA:iDM/NP ¢-·o ~ 'l!k~~ ~.....,~ CONCRETE STREET PAVEMENT RECONSTRUCTION :~ coORDINAlEs ARE BASED oN lHE cAuFORNIA cOORDINAlE sYSl[" cccsa3) zON[ ~. NAD a3 c2DD1.oo [POCH AoJ.JsTMENT). As PER RECORDS oN ·--... ·--DESIGNED·. tf M1cAllMARnN MARKViiKoJE~ R1. PE ANTON s ~ 6TH STREET, ANADE AVENUE, MONTERO AVENUE, AND ALVARADO PLACE a:'!. FlLE IN lHE OFFlCE OF lHE ORANGE COUNTY SURVEYOR. DEPUTY PUBLIC WORKS DIRECTOR UTILlllES DIRECTOR GINEER CITY TRAFFIC ENGINEER :, 00 BENCHMARK: JD/DM/NP MUNICIPAL OPERATIONS R 6098 s ~ a CITY OF NEWPORT BEACH - -ie;::i ELEV.•9.18' NAVDBB 2015 ADJUSTMENT. SURVEYOR BENCHMARK lE-122-14. FOUND 4• ocs ALUMINUM BENCHMARK DISC STAMPED "lE-122-14" ON SOUTHWEST CORNER 11/18/19 CHECKED: DATE: DATE: /(-2..0 -11 DATE: 11--Z.o-"" DATE: //-;.o -/, 5i'l Of A 4' CATCH BASIN. MONUMENT IS LOCAlED ALONG THE SOUTH SIDE OF BALBOA BLVD. 133' WEST Of TH[ C\L Of 71H. S1RETT O ADR[SS 709 MONUMENT IS LEVEL R.C.E 68420 DATE --------PUBLIC WORKS DEPARTMENT SHEET 1 OF 25 ~ L..::~~lH~Sl~D~EW~AL~K--------------------------------------L-7'-~-------------...J..-------.....L----G-S...J... __________ ...J.. ________ ...J.. ________ ...J.. ________ ...J.. ___________________________ ....J ______ .;...,,,8C 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS 2 TYPICAL SECTIONS AND DETAILS RECORD DRAWING8-13-21 w'LY R/W ! (B') I I 1~ J ~ •@oR p EX CURB •LOCATION PER PLAN w'LY R/W I (B') 4' 4' SW K .. b p EX CURB ST Cf. I (17') PROP PCC ""-- (17') PROP FS AT ST CL PER PROFILE 6TH STREET BALBOA AVENUE TO EAST BAY AVENUE NTS (17') PROP PCC FS ST Cf. I (17') PROP FS AT ST CL PER PROFILE ANADE AVENUE EAST BAY AVENUE TO STA 11+00± • LOCATION PER PLAN AND .. SEE LANDSCAPE PLAN FOR STA 14+58± TO EDGEWATER AVENUE AREA WHERE PROPOSED NTS PARKWAY IS LOCATED w'LY R/W I I (B') • LOCATION PER PLAN .. SEE LANDSCAPE PLAN FOR AREA WHERE PROPOSED PARKWAY IS LOCATED ST Cf. I (17') (17') PROP TC PER PROFILE b "--0 (B') (B') 4' 4' K SW •• E'LY R/W I E'LY R/W I EX CURB p (B') E'LY R/W I w'LY Rf (B') 4' 4' SW ~ b X w .•. @oR P EX SW p EX CURB • LOCATION PER PLAN ••sEE LANDSCAPE PLAN FOR AREA WHERE PROPOSED PARKWAY IS LOCATED w'LY R/W I 4' (B') 4' SW PKWY .. ."· ,i. 0 OR p EX SW • LOCATION PER PLAN ••sEE LANDSCAPE PLAN FOR AREA WHERE PROPOSED PARKWAY IS LOCATED w'LY R/W I (a') (17') PROP PCC F ST Cf. I (17') PROP FS AT ST CL PER PROFILE EX b PCC FS A>~ r:i VARIES VARIES ~ o.48% TO 2.52% 0.08% TO 2.0S% (17') .~ --,......-, -... ~ ST Cf. I ~ (17') PROP FS AT ST CL PER PROFILE MONTERO AVENUE 11+82.11 TO 12+42.75 NTS ST Cf. I (17') (17') 4' K .. (B') 4' SW E'LY R/W I EX SW p OR •0 EX CURB p (B') E'LY R/W I 4' 4' PKWY SW .. EX SW p OR •0 EX CURB p (a') E'LY R/W I 4' 41 4' 41 1-.s..;w,...-~K~i--------{ 1 r-+---------is,K,:.,d--.sw..,...--1 I I .. PROP FS AT ST CL •• PROP PER PROFILE PCC F b 1 ---,- --J ~ •@oR p EX CURB • LOCATION PER PLAN ALVARADO PLACE EAST BAY AVENUE TO EDGEWATER AVENUE NTS PLANS PREPARED BY: EX CURB p lh-Recol d D111111191 haw bNI Pl 1PC11 Id baled an lnfarmallol1 111bmlttecl, In part, by athn. Ihle thll lnfamlCltlan II blllMd to be nillablt, aty of Newport lleadl II nat l'llpClllllble far ltl accuaay, nor far tmn er rmllllclM which may haw bNI lnc:a,pcaalad Into th-pl-ma r-..ll ~Cannon DESIGNED: 111111'1 bal111111, C&llbaflil■Plllg. 11 18 19 JD DM NP A. SOLSONA R.C.E. 68420 DATE CHECKED: GS .• PIPE • : .,; .. •• : .... .• . . d • . .-12"MIN •.. 6" MIN PIPE O.D. TO 12" MAX NOTES: CONCRETE "RIGID" PAVEMENT PER PLAN EXTEND 2-SACK CONCRETE BACKFILL TO BOTTOM OF RIGID PAVEMENT CONCRETE BACKFILL 6" MIN TO 12 MAX 1. AFTER PLACEMENT OF PIPE AND PRIOR TO CONCRETE BACKFILL, CONTRACTOR SHALL VERIFY INVERTS AND GRADE OF PIPE. 2. CONCRETE TRENCH BACKFILL SHALL BE MIN 2500 PSI. 3. PIPE SHALL BE SECURED IN PLACE TO KEEP LINE AND GRADE WHILE CONCRETE BACKFILL IS PLACED AND UNTIL THE CONCRETE HAS SET. 4. CONTRACTOR IS RESPONSIBLE FOR METHODOLOGY TO PREVENT FLOATING OF PIPE. fo\ CONCRETE PIPE BACKFILL ~1--------NTS _____ _ DRAWN: .f.-..1 JD DM NP L.!.:l. DATE: 11 18 19 NO. DATE DESCRIPTION OF REVISIONS CONSTRUCTION NOTES CD REMOVE EXISTING AND CONSTRUCT B" THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB DWG. NO. STD-109-L AND TYPICAL SECTIONS ON SHEET 2. @ CONSTRUCT VARIABLE DEPTH CRUSHED MISCELLANEOUS BASE AS NEEDED. ® REMOVE EXISTING AND CONSTRUCT PCC CURB (TYPE B) PER CNB DWG. NO. STD-182-L (CF HEIGHT TO MATCH EXISTING). 0 REMOVE EXISTING AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L @ REMOVE EXISTING SIDEWALK AND/OR LANDSCAPING AND CONSTRUCT PCC SIDEWALK PER MODIFIED CNB DWG. NO. STD-180-L. MODIFICATION: 8" THICK PCC. 0 REMOVE EXISTING PAYERS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. ® SAWCUT, REMOVE EXISTING AND CONSTRUCT TYPE "B" PCC CURB ONLY (CF HEIGHT VARIES 4" MIN. TO 8" MAX.) PER CNB DWG. NO. STD-182-L. @ CONSTRUCT 12" PVC (SDR-35) STORM DRAIN PIPE PER DETAIL B ON SHEET 2 FOR CONCRETE BACKFILL. DISPOSITION NOTES [fl PROTECT IN PLACE. A L_ z-t/4 /JA/IS __J, @ i!' lfYPJ Ir' C BLU/ It/I&£ !NI.ET srr srn.-3DIH S: 1~ r---74 t 12' 4 !lli'"'-qE0-<==~CT1;'.j A OPfl/JNAL ~ _:j' JOINT •·· • C/JIIB :. C/JIIB S/Jf'P(}//T Sff STD.-316-i 4' RADll/S PIIOT£CTll/N BAR _j 3'-8' Sff STD.-316-i -INLET TYPE OL SECTION C-C H t' 8' lll LESS 6' B'-1' m 2(}' •• N/}1'[, FllR Gc:N£RAI. MITES AIIJ) LI/CAL D£P//£SSl/JN S££ STD.-3l/4-L Sfll FRIIII[ & CUVER Sff N/Jf£ 6, S11J-3f/4-L FACE PLAff ASS£HBLY Sff Sfll-316-i SECTION A-A ,1B 1/4' RAD. iWCII[/// CURB FACE PLUS 2' 4' RADII/S llt/TLU 3'-6' 2-#4 BARS @ 2' /TYP! B[}f/lSIDES 14 @ 12' D.C, 3-14 @ 3' Bfm/WAY \ \}\:;}:{::?;,:;., ' _, -lt 3'-0' tL I SECTION B-B PLAN -INLET TYPE OS REF, STI/s. 3{J/}--l.J 3l/4-iJ ANJ) 4il4-i, R£V. 9/93 PUB LIC ',/ORKS DEPARTMENT CURB INLE:T CURB INLE:T PATRICIA S. KHARAZMI, PE ASSISTANT Clvll ENGINEER APPROVED DATE:_1~1/_1~8/_1_9 ___ _ TYPE: OL TYPE: OS APPRIJVfDo I!RAWN nlkftt/JR at' PUBLIC WORKs R.C.£. Nil. 128116 15 Nov 1993 N. r.s. H, GRACIA STD-306-L SHEET OF 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS DETAILS 3 RECORD DRAWING8-13-21•rsbal• Gall NIMJUUllg. BARS -2 ABDV[ AND i! BELOW OPENING IT NOTE 3) 2' #4 ~ 18 a.c. ,__ C BARS T £ BARS -2 ABOVE AND 2 BELD'I DPENING #4 t 6' a.c. Sff TABLE BELDlo' PLAN-CORNER CONNECTION jfii!!llitilil i ANGLE A 6. PLAN -SID£ CONNECTION REV. 9193 PUBLIC ~□RKS DEPAR TMENT #4 ~ 18' U.C. MAX. SECTION A -A NOTES: 1. REINFDRCI/IG srra SI/All BE I-Iii!' CLEAR FRllll FACE /JF CUNCll[T[ UNl.£SS llf/1[//f/ISE SI/Df/N. 2. REINFORCING SfffL FOR INSIDE FACE [Jf' CIJRB IlllET BASIN SHALL BE cur AT CENTER £JF /1P[/I/N6 ANn BENf /NW WALLS /JF IIONIIJ..If/1/C ClJJIN£Cf/UN. /l£IIIFURC/N6 Sf£U F[//1 [J/JTSIDE FACE /JF CATCH BASIN WALL SHALL BE CUT 2' Cl.EAR /JF l1PENIN6. 3. C/JIN£CT/llN SHALL BE PIJl/f/£0 1/llN/KITIRC 1,//TH CURB INLET. ~17 a!!fii -if itW,@f 11'111:t Ii ilil U1Uliiil I ilWI f lliT W;ii llili If I 4. ALL REBAR SHALL BE EPOXY COATED. 5. PROVIDE WATERSTOP JOINT BETWEEN PIPE AND CATCHBASIN WALL 5. CLJT PORTRUDING PIPE FLUSH TO INSIDE OF CATCHBASll>I B T T BARS BARS 12· 4• 7 Iii!' 7 314' 4 112· 8' 5• 8 1/2' 24' 5 1/4' Cj 54• 9• "' 21· 5 112· -!ii 57' 9 1/4' "' 3U' 6' .., 60' 9 112' 33' 6 1/4' .... 63' ID' .. 36' 6112' 66' ID 114' 39' 69' ID 314' 72' 11' APPRavrn, CONN£CTJDN TD CURB JNL£T F""OR PIP£S nIR[CTDR ar PUBLIC WDRKS R.C.£. Na. 36/06 N.T.S. 12 JNCH£S TO 72 INCH£S ll A B.C. 3/8' £XPANSIDN B JD/NT MA T'L. !TYP) PLAN TYPE A 3/8' EXPANSION B JD/NT NA T'L. !TYP! PLAN TYPE C APPLIES 1V ITPES A & C APPROACHES NOTES: 1. £LEV. 'P' IS 3' BELOW A LEVEL LINE £XT'£ND£n FROM TH£ LDf/£R OUT'ER £/JG£. 2. Tl![ RAJJ/US DF Tl/f CU/?B RETURN SHALL BE £WAL Til Tl![ PARKlfAY lo'IDTH BUT /IDT GREATER THAN 10'. 3. CONCRETE SURFACE FDR 6' DN EACH SID£ DF A FLOW LIN£ SHALL BE GIVEN A STEU TROWEL FINISH EXCEPT B£T',lffN THE PRDPERTY LINE & THE GUTTER FLU',/ LIN£ 4, 'H' SHALL BE £WAL TD 'w/5, BUT Nf/T LESS THAN 2 FffT, :;; ALLEY APPROACH SHALL BE 6' THICK PORTLAND CEMENT COi/CRETE UNLESS OTH[Rl,/JSE SPECIF/£0. 6. 'Y' SHALL BE A M/Nil/1111 /JF 3', AND A MAXIH/111 DF 5~ 7. CONCRETE SHALL BE 56D-C-3Z50 ALLEY APPROACHES TYPES A, B, AND C MOD IFIED STD-303-L 3/8' EXPANSIDN JD/HT MA T'L. (TYP! ALLEY CROSSl SL/1P£ y PLAN I/ VARIES O'C.F. PARK'JAY AND S/D[lo'ALK SLOP£ SECTIONB-B APPLIES 'JD TYPES A, B, & C APPROACHES ff. ril. ALLEY I/ X 1/8' £XPANSIDN JT, HAT'L. ~ i ...-:,; i FWV LIii[ fu LCIJIIB FACE ELEVATION DRIVEWAY ADJACENT TO ALLEY INTERSECTION APPLICABLE AS REQ'D 1V ITPES A. E, & C APPROACHES APPROVED: RCE NO. 3til06 7 SEPT. 1994 M. GRACIA DRAWISGNO. STE llrillls\2Cl STD-142-L 2' 2' L STD-30D-L UR STD-316-L BULB ANGLE INLET SECTION A-A CURB INLET STRI/CT/m£ L 2' 2' A A ~l=:;::::::=:l==:::cF-~-~==============j;::=l:====1~-,::::::::.==l~ INLET GE:NERAL NOTES, NATCH NORMAL STREET GRADE PLAN LOCAL JJIT5RE:SSION 1. 'H' DEPTH FIN ALL BOXES IS 3'-6' UNLESS DTll[Rfl/S£ SPECIFIED. 2, FDR ·t· WALL THICKNESS, SEE TAB!.[ ar INLET PLAN, CURB & GUTTER 3. HEIGHT llF CU/?B OPENING 1,//LL VARY ',llTH Tl![ TYPE DF CURB AND SHALL BE 2' GREATER THAN CURB FACE, USE FACE PLAT£ SHDflN ON STD-316-L. 4. R£1/IF[//ICING STEEL SHALL BE #4 BARS ~ 18' t:£1/TERS PLACED 1-1/i'' CLEAR m INSIDE /JF BOX UNLESS DTll[Rl,/JS[ SHDflN. 5. STEPS, NfJNE f?EfllJI!?ED VHER£ 1-1' JS 3'-6' llf? LESS. INSTALL ONE STEP 16" ABOVE FLil/JR WHEN 'H' IS IIDIIE THAN 3'-6' AND LESS THAN 5'-D'. 1,/1/[R[ 'H' IS I/DR£ THAN 5'-D', STEPS SHALL BE EVENLY SPACED AT 12' IIITERVALS FRDH 16' ABOVE FLOOR TD fl/THIN 12' OF Tl![ T/JP OF Tl/f BOX. PLACE STEPS IN WALL WITHOUT PIP£ UPENINGS. SE£ STD-404-L. 6, HANH/1L£ SIi/iLL B£ PLACED ALDNG BACl<f/ALL. NANI/[]/_£ FRAIi£ AND COVER SIi/iLL BE ALHAMBRA FDIINIJRY #A-153{} DR [(}1JAL 1,//TH LOCKING DEVICE ANn LUTER ·n· DN NAlf[ PLAT£ 7. CURB SECTION SHALL HATCH ADJACENT CURB, SURFACE [Jf' ALL CDNCRU£ SHALL CDNFURH IN SHAPE, GRADE, COLOR, FINISH, AND SCORING, m EXISTING /JR PRDPDS£D CURB AND w'ALK ADJACENT m Tl/f BASIN. 8, EXCEPT FUR INLETS USED AS JJJNCTID/1 BDX£S, BASIN FLOORS SHALL HAVE A HINIMUH SLOP£ DF !e,3 FROM ALL DIRECTIONS TD'wARD OUTLET PIPE. 9. GAL VANIZING1 ALL EXPOSED METAL SHALL BE HOT DIP GALVANIZED AFTER FABRICATI/JN. JD. /JUTL£T PIP£ SHALL BE TRIMMED TD Tl![ FINAL SHAPE B£FllR£ CONCRETE IS P/JUR£ll. 11, PIP£/S! CAN BE PLACED IN ANY WALL. 12. TH£ FLOUR DF ALL INLETS SHALL BE GIVEN A ST££L -TRill,/L FINISH. 13, STANDARD OPENING LENGTHS (L! ARE 3'-6', 1, 10, 14, ANJJ Zl FEET. REF, STD-3/1(]-L, STD.-316-L REV. 9/93 APPRilV[IJ, PUBLIC ~□RKS DEPARTMENT DIRECTOR /JF PUBLIC 1,/llRf<S R,C,£. ND. 1ZBD6 LOCAL DE.:PRESSION DE.:TAIL AND INLET GE.:NERAL NOTES 2Z Sep 1993 • ' '-_GUfTER C REMOVE AND REPLACE I ,. "' I IF 5' OR lESS (rYP) EX/SllNG JOINT CRACK, OR BREAK IJRAflN ~~ PLAN CURB OPENING FOR a•c.F. 4' APPROACH BOTTOM [WJ FOR 6 C.F. SEE NOTf 4 Gflfl ~ CURB UN£ I ; VARIES !,.---Ii' J' X ,___X~-1 /TOP pr CURB , . ' \L_ _ _J_---=:::::::=========:::::__--.-l.,.~.------1/=1~ 'c..GUTTER [ ELEVATION 2" OR MATCH EXIST. SIDEWALK ~ f VARIES VAl/tABlE I I I I S/OEWALK 1- 4' 11111. I I' I ~ AC ABOVE GUTTER 3/8" ..... MIii. 7/2" I 70% MH•-. '! ~'2~J; ~; '.'/;/,( /'/; SECTION A-A 2% MAX. j NOTES: 1. 'MIEN REMOVING EXIST/1/G S/DfWALK, CURB ANO GUTTER, SAWCUT AND REMOVE TD NEARfST • 4• Will/ ENGINEER'S APPROVAL FOR NDN-STANDARil PAVERS EXISTING JOINT WITHIN 5 FEET BEYOND DPENING. 2. SI.OPED "X" AREAS AND SLOPE DRIVEWA I'S SHALL HA VE A COARSE BROOM ANIS/I. J. CONCRETE SHALL 8£ 560-C-3250. 4. "W" SHALL BE MINIMUM OF 10' AND A MAXIMUM OF 20' EXCEPT Ill CASE OF Tl/RE£ CAR GARAGE l!!IER£ "W" MAY £0/JAL 25' OR 32' FOR A 4 CAR GARAGE: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RESIDENTIAL DRIVEWAY APPROACH TYPE I PLANS PREPARED BY: APPROVED: RCE NO. 36106 rawn: M. wagncr Date: Jan, 2004 DRAWINGNO. WORKS DIRECTOR I Scale: N.T.S. F:IUSl/M,~-STD\ STD-162-L 1hw Remd Drwlll\ji MW :.c;11• bald III tibmatlan IUbmltted, In part, by alhn. ... 1h11 lnbmotlon II bellMd to be City of Nwpwt Beoch II not,...,....._ far Ila -.q nll" for \.: Cannon tmn II" omllllanl whlc:11 moy MW beal lncGlpolated Into 11w pi-• Cl l'IUl. 11 18 19 A. SOLSONA R.C.E. 68420 DA TE If. VARIABLE VARIABLE L F.L OF PIPE 1 ·• r -•pITA"'RK"'WwAy~-t-,--.S~ID~EmWA"LK~---11. 2• 1 /2"' ABOVE GUTTER A Fl.OW LINE SEE DETAIL •A• b~~nJl1kOF 1-DRAINS 'MTH SLOPE GREAlER THAN 10,C M,l,Y REQUIRE AN EIERQY REDUCER, 2-ALL DRAINS MUST BE INSTALJ.EO 90' TO THE CURB FACE UNLESS APPROVED BY lHE CONSTRUCTION ENGIIIEER. INSTALL POL YE:ni,YLENE PLAS:p.c ~~NJa/1,.C__TERIAL QUICK-JClN ELEVATION 1-1/2• t.11N. CO\IER • ---: <I .. . 1/· • --• •' 6" SECTION A-A COMMERCIAL INSTALL POL YETH'rt...ENE PLASTIC JOINT MA TERl!\L •001CK JOINT"' OR EQUA .• .'I. ...•. NOTE: If CURB/GUTTER IS REMOVED JOIN TO rnE tEAREST JOINT WITIIN TWO FEET, [6" Tops011 or 4• concrete 4,. MAX. OUlER DIAMETER 3" P.V.C. (SCH. 40) PIPE OR EQUAL ·:s■ Pert. drain pipe class SOR 35 SCH 40 PVC pipe Crushed Rock Filter Cloth Lap 6• ,__ 12"-------i DETAIL A SECTION "B-B" DRAIN PIPE SECTIONS * OUTSl)E HUB DIMENSIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PRIVATE DRAINS THROUGH CURB ..... \i \•'::/; ,., ~ APPROVED: RCE NO. 36106 rawn: llllega Date: June 2005/Jev RO DRAWINGNO. .LHmI.LS APPROVED: RCE NO, 36106 s-114•"' □] RECTANGULAR CAST IRON PIPE, ALHAMBRA FOUNDRY A-470 OR EQUAL ALTERNATE TO DETAIL A f':\llSKU\l'HWll!hsml'.AIJ I'll SID!lo1aibl2im_Old - STD-184-L ,__ ~ c.., ~ ~ ~ -1 u e; ~ is <I: __, it "' -~ t3 s:i ,__ ~ ~ " ... nJ PLACEMENT OF JOINTS IN P.C.C. STREET PAVEMENT D • Mr 7 Drawn b . M. GRACIA ' STD llet,.lls"211113 Hd DRAWINGNO. STD-109-L DESIGNED: JD DM NP DRAWN: 1)..1 JD OM NP Lil CHECKED: GS DATE: 11 18 19 NO. DATE DESCRIPTION OF REVISIONS 2. 3, 4. 1--6_' ---~ ___ 2_4' ___ --1( LEVEL 1' 1' WIIJE BY 1' DE[P AC PATCH BACK TYPE A P.C.C. CURB AND GUTTER (CURB FACE SHALL BE 6' UNL[SS DTll[FIWISE MJTED) 6' ~ ~ '-" 4: .• •' '4 3:1~·:: 112' R I' WIIJE BY /' DEEP AC PATCH BACK ~~ ::0 ~ BATTER E~=~== ~tll ~ ..,-,,,____ '----"-'~.J TYPE B P.C.C. CURB (CURB FACE SHALL ]J[ 6' UNLESS DTHERWIS[ NDT[D) NOTES: GUTTER SURFACE WITHIN 4' OF FLDWLINE SHALL BE GIVEN A STffL Tl?{]WEL. (APPLIES TO TYPE 'A' CUFIE! PREFORMED 3/8' THICK [XPANSIDN FILL[// SHALL ]J[ INSTALLED IN ALL TYPES DF CURE AT THE B.C. AND £.C. OF RETURNS, AT INTERVALS DF 60' ]J[TWEEN //£TURNS AND AT THE ENDS DF nRIVEWAYS. SIMILAR EXPANSIDN JOINTS SHALL EE INSTALLED IN ALL GUTTERS ADJOINING CURB, WEAKEN£[) PLANE JDINTS SHALL EE FORMED AT INTERVALS OF 20' BETWffN RETURNS. (APPLIES TO TYPES 'A', 'E', AND 'C' CURES), CDNCRETE SHALL E[ 560-C-3e5D. SMllDTH Tl?{]WL THE TOP 4-INCH OF THE BACK DF CURB, CI TY OF NEWPORT BEACH PUBLIC WORKS DEPARTl\-lENf APPROVED: STANDARD CURB SECTIONS TYPES "A" AND "B" RCE NO. 36106 lJrawn: M.Gmcia Date: Nov. 1993 Scale: N.T.S. STD-182-L R3 I _) ;3 413 l!i • .. ·.-:_:_..: ·: ·-= :.· •. ·- I .-.. ---": ~ •. ' -.... ... CURB FACE 2' DFI 1/ATCH EXIST, 3/8' EXPANSIDN .llINT MATERIAL ,r_ VARI£S 2· DRAWINGNO. 10' /IR 3/8' EXPANSION JD!Nf NA TERIAL <TYP) WRB ACCESS RAMP SHALL CO/IPL Y !.'ITH CUIIRENT ADA REQUJI/El/£NTS HE R=15' FIR LDCAl. STf?£cTS AND 25' FOIi Al?T[RIAL ST/1££TS /JM.ESS OTIIERlfISE SPECIFIED * I< 10' F0/1 1/AJOR, JO' FOIi PRJI/ARY, AND 8' FOR SECONDARY STREETS UM_£SS DTl/£/IWISE S1il/llN CONCRETE SHALL BE 560-C-3250 CURB RETURN AREA ID' TYPICAL 4' MIil''" SLDPE e7. MAX. LANJJSCAPE PARKWAY ',//TH STREU TRITS REWIF/£0 ~------===----WHEN DISTAi/CE FRDH CURB TO PRDPEFITY LIN£ D/CffDS TYPICAL SECTION WEAKENED PLANE JOINTS 1-114' SAWED, QU!Cf<-J/JINT Ill/ £0UAL 6 FffT IN RESID£NTIAL AREAS. CDI/CFIU[ SIDEWALK Ill CDIIH[RCML AREAS 'vllTH S TFlffT TFIEES. 81 8' 8' 8' 81 8' 8' 8' PLANTI/IG /JR CONCRETE WALK WEAKENED PLANE JOINTS & EXPANSION JOINTS CI TY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT SIDEWALK DETAIL PATRICIA S. KHARAZMI, PE ASSISTANT CIVIL ENGINEER APPROVED DATE:_1~1/_1~8/_19 ____ _ RCE NO. 36106 Drawn: M.Cracia Date: Sep 1994 DRAWING N O. F:',l!RERSIPBWISl:i=<!ICAD STD\ SIU 1Jettrilo12110t_!lld', STD-180-L SHEET OF 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS DETAILS 4 1 2 3 4 5 NTS RECORD DRAWING8-13-21Know what's below. Gall befOleyuudlg. TRENCH WIDTH OPTIONAL EXCAVATION LINES 314 1 SPRING LIN£ TRENCH SHEETING DR SHDRING IF USED 6' MIN. 314 CRUSHED GRAVEL TRENCH SHEETING DR SHORING IF USED UNDISTURBED SOIL, TYPICAL I. TRENCH WIDTH SHALL BE D.D. + IE!' MINIMUM, UR D.D. + E!U' MAXIMUM, INCLUDING THICKNESS aF TRENCH SHORING UR SHEETING. E!. BACKFILL SHALL B£ PER SP£CIFICA TIUNS , EXCEPT THAT RELATIVE CUMPACTIUN SHALL BE 9U PERCENT MINIMUM. 3, WHEN TH£ MAXIMUM TRENCH WIDTH IS £XC££D£D, TH£ CUNSTRACTDR SHALL SUBMIT TO TH£ ENGINEER FUR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FDR THOSE MODIFICATIONS UF PIP£ STRENGTH AND/DR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTDR UF SAFETY EQUIVALENT TD THAT PROVIDED IN TH£ CONTRACT. 4. BEDDING SHALL B£ PER SP£CIFICA TIONS , EXCEPT THAT, <A.> CLASS 100-£-JaO SLURRY MAY BE SUBSTITUTED FUR SHAPED BEDDING AT TH£ CONTRACTOR'S DPTIUN AND SUL£ EXPENSE. (B.) HAUNCH BEDDING SHALL BE HAND TAMPED TD 9UY. RELATIVE COMPACTION MINIMUM FUR PVC, RPM, HOP£, AND ALL OTHER FLEXIBLE PIP£ INSTALLATIONS. WHEREUPON TH£ R£MAIND£R aF BEDDING <ABOVE SPRINGLIN£) MAY BE COMPACTED CaNCURR£NTL Y WITH TH£ BACKFILL. 5, TRENCH RESURFACING SHALL B£ PER STJJ.-105-L. RE:VIS£D 6/2002 • , CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT RCE NO, 36106 PIPE BEDDING M r 1 Sc e: N.T.S. Drawn b . M. GRACIA rl\us~'W'aSTD\ DRAWINGNO. STD-106-L ,,_ I"' ' j . , --rl, _3w ,----I 1_1/, " , v, A ... II /~ 1~1f :t;,, I~~ ' '....T C I, ~ "'I ''0 C ,, r, 9 " ;,. ''\~ ~ / ,, I 0.. / ,; 3'R • ALL STEEL R£INF. .i #4 I! 4' u.c. t .J I~ ,- ,-,_ ~ ", _j~ ' / ', -e- ,, , __,,,. ~ _.-NNIHIL£ FTIAII£ & CllVf/1 ... 1._.Lfl"''/===::::=t"J>-:.J ------Rll/6S & 11[111/C[// ' sa: S11!.-l12-1.. l / __, PLAN 5' X 2' PIP£ SEAT SECTION C-C ...T ALL ST££L R£/NF. #4 I! 4' u.c. ID BE USED lfHEN H=4 DR ass /, RE/NFlJRC/NG STEEL SHALL B£ STRAIGHT BARS 1-1/i" CLEAR FRUM FACE llF CDNCR£T£ 2, P-/J£PTI! P MAY B£ R£JJJJC[D Tl/ AN ABSf/LUT£ L/HIT 18' llF 6' WHEN LARGER VALU£S OF P 1/[J!JLD R£DUC£ H Tl/ 3'-6' /JR LESS, • • 3, STATI[JflS ar MANH/JL£S S/1/JWN [)fl PLAN APPLY AT CENTERLINE OF SH,4Fc £LEVA TICJNS AR£ SHllllN AT SHAFT CENTER AND R£F£R Tl/ TH£ PR/JI..ONG£JJ //./VERT GRA/J£ LIN£ REF. STD.-112-Li STD.-404-L ADOPTED FRUM LACI/PW STD. DWG. MJ. 3/J2ll-ll REV. 9/93 Ll I Y LJt-Nt:__ 'w't-'LJI-< I Hc_ALH APPROVED, PUBLIC ~□RKS DEPARTMEN T ...JUNCTION NO, STRUCTURE:. 1 DRAWN DIRECTOR llF PUBLIC 11/JRKS R,C,£, Na, 12806 15 Nov 1993 ,.onLL N. cS, M. GRACIA STD-310-L 10X !i!AX AT CURB ~ !-4' MIN _! : 2X MAX l 4' MIN I I ~ z 080000:s ::::::~ :::::: ................ ........ ....... . FRONT EDGE CF SIDEWALi( CF ~ RETAINING a.JRB 6" T'rf', ----·1 IF NECESSARY AT -p;:j:,:s:s::;:,==="i'i'="'1""--PROPERTY UNE F ._ ♦'MIN -4 ~ I ~MAX 1 4'MIN 51 l,IN & aJ,r; WAX I I '°" 5" MIN &: ...... i 8.3S: WAX ==t=-::Eii'=~~=ii~::~!:::'=g=m:i~c::~~l=_ ~~1~ 10X !i!AX AT CURB ~ CASE"B" RETAIMNG CU~B ~ "' 4' MIN 2' MAX CF 6" TYP. FlJLL HEIGHT CF mONT EDQE Of' SIDEWALK ! ru ..... !LI:CW .. .... 43:Uoot FRONT mGE OF SIDEWALK J_ =='==~~~:::::::::'::: --,6 ""· CASE 11C" CF USE WHEN SIDEWALK IS LESS THAN 6' WIDE 10S MAX AT CURB J.--4' M~ ---1 J 2:INAX I 4't.lN l : _J_ 4 ..... Ji mm~,,mm ---0) CASE "D" ITTY ENGINEl:R CF FRONT EDGE (F SUl£WAL.I( >0000( "' FULL J-EGHT CF "'" I l--VARIAllLE -----l O" CF II =~ i RETAIIINt, CUFIB FULl l-£IG-IT CF ! iBBt -~=2~z•=~r~cr~~i-~~-ll"Tc_, ll" er 5" MIN a: e.~ MAX o• CF FULJ_ I-EIGHT CF "°· "'" 5" MIN I: VARIABLE • a3X MAx CASE HEIi FULL HEIGHT a' O" CF ' " I-VARIABLE -I I I II I II II IETAININC CURB FUL lflQIT BCR ll" CF CASE '"F'" FRONT EDGE Cf" SIDEWALK CASE"G" DESCRIFTION DF REVISIONS ll" CF " FRCNT EDtlE OF SIDEWALK FULL HEIGHT CF CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDAIE OOAWING NO, DRAWN: P. KHARAZl'II CURB ACCESS RAM P 18 1 "'"' ®Ol'OW SHEET1 OFJ PLANS PREPARED BY: 111w Recold DIGII.,,.. haw b.:.c:"'111d bald on lnfannall1111 IUbmlttlcl, II part, by othn. WIiie 11111 llbmallan II blftMd to be City of Neapart Bwh II not ....-11111e tar ltl ~ nar for ~ cannon ..-en f/1' Cllllilllanl which may haw bem llcapaalad Into U-pkm Ill Cl ,-1. 11 /18/19 GARY ESS A. SOLSON A R.C.E. 68420 DATE TOP OF RAMP SECTIONA·A TOP or ~P 5EENOTEI '-4' MIN __J I 2XMAX ·1 ---------SJ: N~ a: 8.3X MAX SECTION B-B DEPRESS ENTIRE SIDEWALK AS REQUIRED RETAINING CURB IF' NECESSARY RETONING CURB ~ SEE NOTE I ~ q----=,_---= 1+?,»; .._V::MAX T ""'· SECTION C-C ~ I@@ @@ 2.3" L1IN AND 2.4• MAX CENTER TO CENTER SPAaNO. n'P. @ @ RAISED TRUNCATED DOME PATTERN {IN-LINE) TCP DIAMETER 0.45• MIN Nil 0.4T MAX ..l_-\ 1- 0.2 1 = @ BASE DIAMTER I ~ I c.g• MIN AND [-i 0.92• MAX RAISED TRUNCATED DOME >0000( 0TY ENGlNEER "' ,. FRONT EDGE OF SIDEWALK NOTES: 101 MAK er AT CURB CASE"H" 1CS MAX AT ""8 CU~ Ar.I) GUm:R Will BE POURED FIRST AND MMP lHE FOl.lOWING DAY TO CREATE COLD JOINT. LOCATIONS 11TI-I CROSS GUTIER SHALl HAIIE SPANDREL REPLACED. PARl<WAY LANDSCAPE AND IRRIGATION SHALL BE MODIFED IN KIND. SIDEWALK PAY LIMIT ECR DETAIL A CURB RAMP PAY LIMIT ND. DATE DESCRll'TlON OF le/lSIONS 2' GUTTER CURB ck <>JTIIR CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDAAD DP.AWING NO. DRAWN: P. KIWIAZMI "'"' 1:!/20/2018 CURB ACCESS RAMP 18 1 SHeEl'2 Of J DESIGNED: JD/DM/NP DRAWN: /;;,. JD /OM/NP ill CHECKED: GS DATE: 11 18 19 NO. DATE DESCRIPTION OF REVISIONS ""'· DRAWN: DATE: NOTES ,. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOt.WOOATE RAMP AND -4' MIN PL.AlFORM (LANDING) AS IN CASE A, n£ SllEWALK WAY BE DEPRESSED LONGll\JDINALLY OR MAY BE WIDENED AS IN CASE D. l. IF SIDEWALi( IS LESS lHAN 6' WIDE, THE FUU. 'MDTH OF lHE SIDEWALK SHAU. BE DEPRESSED fJ,S SHOWN IN CASE C. 3. (NOT USE:D) -4. (NOT USED) 5. lllE PAY UIITS FOR ClJRB ACCESS RAMPS SHAl..l.. BE AS 51-10~ IN DETAIL A. ti. 'TRANSlll~S FROM RAll=S TO WALKS. GUTTERS, OR STREETS SHAll BE R.USH ANO FREE Of ABRUPT CHANGES. 7. SIDEWALK ANO RAMP THICKNESS, "T", SHAl.l BE -4" MIN. 8. UTILITY PUU. BOXES, MANHO~ VAULTS ANO AU. OlHER UTLITY FACILITIES 'MTHIN lHE BOU~ARIES CF THE CURB RAMP 9-IAl.l. BE Rn.ocA TED Cfi ADJJSlED TO GRADE. 9. C<IJNTERSLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WTIIN 2-4" OF lHE ClJRB RAIi' SHALL NOT BE STEEPER THAN 1\l:20H (5.0X). GUTlER PAN 51..0PE SHALL NOT EllCEED 1• OF OEP'Tli FOR EAa-1 2'-0" OF ..,DTH. 10. RAISED TRUNCATED DONES SHM.l BE DARK CRAY IN COLOR AND SHALL BE ADA PA~ Afi IMHLF'ACTURED BY WAUSAU TILE. INC OF IIIISCONSIN, ADA-2 COLOR A-90 OR APPRCM:D EQUAL 11. DETECTAB..E WARN ING SURFACES SHAU. BE A M~IMUt.i OF 48" WIDE PERPENDICULAR TO 'TliE DIRECTION OF TRAvE... AND EXTEtl) J8° MINlt-!UM IN THE DIRECTION OF TRA\B.. >0000( 0TY ENGlNEER "' "'" ,o. "'" DESCRll'TlON OF le/lSIONS P. KIWIAZMI 1:!/20/2018 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS CURB ACCESS 12" ~ B" mln. concrete cellar RA MP 4 1\------! CONSTRUCTION NOTES 0 8" 45" BEND, SDR-35 PVC, BELL END X SPIGOT END 0 a· SDR-35 PVC, BELL AND SPIGOT END, 12·xs· ECCENlRIC REDUCER 0 CLEANOUT COVER SHALL BE CONSlRUClED PER APPLICABLE PORTIONS OF CNB DWG NO. SlD-511-L ALHAMBRA FOUNDRY A-1244. I 0 8" RUBBER MECHANICAL BANDED SEAL COUPLING; STAINLESS STEEL BANDS; FERNCO OR CITY APPROVED EQUIVALENT. 0 INSTALL ABS STOPPER IN RUBBER COUPLING. USE MISSION CLAY PRODUCTS STOPPER OR APPROVED EQUAL. 3 STANDAAD DP.AWING r«J. 181 SH~EI' 3 Of 3 Finish grade o O o a o 12• mln.--l Match el(fsting pa\llng materlal ¾" aggregate base rock material GENERAL NOTES 1. BACKFILL MATERIAL SHALL BE COMPACTED TO 95" OF OPTIMUM WllH f AGGREGATE BASE ROCK MATERIAL. 2. CLEANOUT COVER SHALL BE MARKED "STORM DRAIN" ON lHE lRIANGULAR LID NEW R/C STYLE ALHAMBRA FOUNDRY A-1244. 3. SDR-35 PVC PIPE SHALL BE USED. 4. 12·xs· MIN. lHICKNESS CONC. Cru.AR. @STORM DRAIN CLEANOUT PATRICIA S. KHARAZMI, PE ASSISTANT CIVIL ENGINEER APPROVED DATE:_1~1/_1~8/_19 ____ _ SHEET OF 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS UNDER SIDEWALK DRAIN PLAN - ANADE AVENUE 5 EAST BAY AVENUE TO EDGEWATER AVENUE RECORD DRAWING8-13-21 PROPOSED LEFT FLOWLINE 11 +00 -8.04% 10.70% I I EXISTING GRADE AT BACK OF WALK PROPOSED GRADE BACK OF WALK 12+00 13+00 ANADE AVE-LEFT -PROFILE VIEW CONSTRUCTION NOTES @~ :ONSTRUCT UNDER SIDEWALK DRAIN PER CASE 1 OF DETAIL C ON SHEET 6. @~ :ONSTRUCT UNDER SIDEWALK DRAINS AT 5' MAX INTERVALS PER CASE 2 OF DETAIL C ON SHEET 6. l 10 -1.92% EXIST STEP EXIST STEP l t 14+00 15+0(1 EAST BAY AVENUE SCALE: HORIZ. 1" = 20'; VERT. 1" = 2' EDGEWATER AVENUE I t I I I t I I I t I I I ~ I I I t I I I j I I I \ I I I \ \ 10+00 I 10 00 \ \ II 11 0000 1 1 ~ I:: I I 311 I I I I I I 323 I I I : ~ : : I I UJ I I J I ~ 307 1 309 1 1 313 1 315 1 317 1 319 1 321 1 1 325 1 327 1 329 I o I 1 I 1\06 I I 11-Y'l--±_A~NA!)J,ln~Ec:"'~r--:--:".:""•:t::•:-:v-~AA~DE;.,A~V~E-I ANADE AVE I ANADE AVE I ANADE AVE I ANADE AVE I ANADE AVE I ANADE AVE I ANADE AVE I ANADE AVE I ANADE AVE I ANADE AVE I I I I \ \ I BA1Y I '---/'-/Pr;wx DIRE · ON s (ope:h ~-,,,.--1-,1--v--,. I I I I I I 27.09' PROµECT 27.11' PRO~ECT 23 98' PR~JECT : ! r I II I ~ 1 A~ ]05 -c :, ' f",;t<,f,~\a~' !V : ~ /Ji : @ ' ' ' ~ ' s,oc•&n: •m \ soc,= r •fil \ "'•=: m •fil \ : ! ! : ' ~ ~ :/1/ l C ' ~ I 107 • "7-I I 1 g: ~ y ' ' 1 , ~ • , I ~ b t I : 18 ~~ ~ • -'A, f.:/ ill ~~ ~ [;; ~. ~]~ /.-.s~, ~ :;i ~ I: EDGEWATERPL I l_-t-"t !~_-'-==""-~=--1·~·---_J ~r ,:i ____ -;-,--'>-'~'"•...,..,.......,,,.... ·-~'II ,_---~-1 IT--""'">f"r;~_-rv._'-',..,,...,,..._ ~ ~~...,.,+ •J i I J ~ ;!; ~ • :':c,~--~ fl ~~, ~ ~ • I , l"lt. ,. ,~ .. ,.. 2!2-0 . > !lfl ... _ ~~CD ) ~ ~ " T • I >,o "' \ -R' 11 ' \-JI, "' .... i 1' " , I • I I "-"-7.15 FL "' ""-~"'-~ u1 7.20 FL ..:"-I <ri"-I 13+6653 '' • • 1 I 00 > %1j,B8~ I I .., "' '--6 97 FL REM VE AND E~UILD CONCRETE ,.,------iy-----woc.~.1--w-----n , Yxt)Vfv 11+88.96~ ~'-: +t:l +~ I ~ +ul 12+60.00 +gJ I +c'; I • ___ ,_...L.-iv ,s--t'ER-8 Pl~llE- I ' I , "'-' "'-' 11+85.94_ -~ ~ _, .., I I :i: .... J 12+65.00 ::,,..., --~ ANADE AVEN~ ~Ro1EcT SIDE:'K TO STEPS. • I 15 57 1 ---I l .. ,-~.,i--_--r;;o•·-;-.;;~-,, • ,v...1-1£...fL ~i:--,n ,N • N -25' N"i 721 FL ~r-.: r----25' <' ~--I 13+6270 -~1>!.----,v 'I I I I -.--iv---= ...... --~ I ~--1'11-. I 11+00 .,.. ._lf5r::Je I r 11"' ~-,vj"-~ I --TV--~9---~,J--=" .-t--_,.., • ~~ rvN-:15."3.9..'..5.l."L ~~ 13~00 • '..:..-!5s\. I • ,~ _1 JV o.9"8'n--1V---T -++UU I "( I I I 1;.,TUl:J I - T c!T ""L T • T T '1 T ~ T 15'/""',6B \. / I I .T. T (6A) T '-! B; -/9rr ~7.33 FL I 45'f;:°;:;\6B1-----a.+-7.:,.7 FL 30~6B. T r-t' JT T T T T T T I , :'\ -I T I I '1 •• ---la I I ... ;-'1~ ... ..., 11+~,-5.~-, ~;1;+;4~1t' ,.:,1+-\.":,. .I I :;, I ' = "' e ~ ~..., --13+39.15 ,---------~ --;3+64.7;-------14+31-:;4-.i:-1 -:;:_;, 14+3-6.241 ?~ I ---------t-r-----T-----r-----T--i!i r--r-,"-7.12 FL \ • -, "" 7-23 1' ,,.,_BE 84 ~~ I I ~~ ,.:~ C.:u. 7.11 FLI J ~ 7_05 FL 7.04 FL I 7.¢, FL I I • I • ._; 10+)0 J __ , _____ ,7l ____ , _____ ,_~---E----11 ,-4 1-+oo -, ~~~--,J~---E--------,-~ ' / ~2:_1.:.__,.l_j~_r,i_I_ ___ , _____ , !"' -"~----,-+J.oo.t~----,-.$.__ ·E~-E----+-/'-E-----E---~Cl-----E--L ' _,L ___ >-r1 ~+1-~ 15+00 "1 I I _. . Ti r-T""" -'II ·/-~ • I r-1'--.:;.... ,.._ ,.._ . ,.._ I I I j ' . \ \ I ii' l I I l...---~k:1--:: 7 ·.·, -I I I I ill ~ Ii "' t :il+ IX) "' 1, r-------t.; I ~ 'I I I rl f ' ' ' • • ,,: : • ' • •: ' ' " , • ~ ~ I " ' 1 ,rn : • • < ,• I i • ' U j : PROJECT SIDEWAILK 1 1 1 1 28.9' 1 1 1 PROJECT SIDEWALK 1 1 ~ I I I "1 I I AGAINST WALL I 32.69' j 26.66' I CONSTRUCT! CONCRETE PROJECT SIDEWALK I AGAINST WALL I ' I .01\' I I I I I I I 1 11.41' PROJECT SIDEW~LK PROJECT s1bEWALK STEPS PER BUILDING CODE AGAINST WALL ,oJ~ SIDEWALK I I \ I I I II I PROJECT SIDEWALK AGAINST WALL I AGAINST W.(>.LL I I B.~1 I ~~AINSf WALL I i"-1 \ I f I II ' AGAINST WALL ' ' CONNECT CU 'B DRAIN TO ' ' PROJECT SIDEWALK ' I ~ I I I I I I I I ! ~ EXISTING WA~! DRAIN AGAINST WALL I JJ I <' \ \ \ 110 302 ! ! !1 304 306 308 3/o"25 ±) INV T 312 314 316 318 320 322 324 326 ! ! ! 111 b \ 1 BAY AVE ANADE AVE Bl 1 11 ANADE AVE ANADE AVE I ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE 11 1 1 EDGEWATER PL , , 1 1 1 11 1 .~ 1 1 1 EXIST TOP \ I EXIST TOP EXIST TOP l OF WALL I I OF WALL PROPOSED RIGHT FLOWLINE "' "' ,..: ~ o, X +3: w O<ll J: -mu ··m t-1 ;!: r-, < V) r-: ~ I OF WALL I OF WALL I 1VPROPERTY RI~~~ ... __ _ _ I-~: -1 LINE (TYP) I ~ ~CD I ~ d~ I 11~-I I --1 ~CD ;:::~ ~~ d ~ ~ 1 ~ '1 ---'1· II I EXIST TOP -EX~S;TOP \ II ~~ ~ ~~ ~~ ~ X ~ x±~ ~~ STEP SlEP !~ (;:; X ~~ ~~ ~~~ ~~~ ;; ~~ : EXIS TOP OF WALL\I'--T ---~~ !~; cnr--. Vlr--. ··C',11-··vi-Vlr--'. ! I cnr--. .. r,..1- ~'": ~ ~'": ~ -0.00% .i-_ ;!:""! ~ ---0.10 ...... .,, ~ ,.._ ......... If) ...... ......,,_1,,11/o,J..,•'.--+---,.---t---·---.-+--·--..... ---,r------r---·➔---"""'""'"r·--+----,--=t·---·-------""T'"+------y---+·-------,➔--r-...... ..___--2 7 If) r-. ......... ..__ 5.2" 5. •~<' 0_18% ~--, 6.2"-~--~o~ 1 ___ __J6.B" 1 ___ J6.0" ____ _l:;.9"_1 ____ ~--_____ 71.· _____ 5.6:'._1 I {-5.6" • 7% 318 ~~ I ~~ II "' N -r-.: 320 <~ I 322 ,_ I (/l I EXIST BOTTOM STEP 324 10 I 11 +00 12+00 13+00 14+00 1 s+oci3 ANADE AVE-RIGHT -PROFILE VIEW SCALE: HORIZ. 1" = 20'; VERT. 1" = 2' 0 10 20 4_0 ____ 60 SCALE: 1" = 20' 80 ' ' "C ' ~ z~ 0 ' F= ~ 'ri~isi~PAimlff~---::;;;;;::::::----7---------T----------,-,----T--------------------T---TiiiEviEWii:"-------,------------------------------,0 ~ I PLANS PREPARED BY: REVIEWED: ~ f n-R.-d Dluwl,gs h-been P"PG'ICI baled on llfomMIIM, IUbmltted, " part, by._ .... this lnfarmatlo11 II bllMCI to be l'lllabl-. aty of Nnport Beach II not reeponellle for ltll ~ nor far r cannon a?~~, ~i • z~ we PATRICIA S. KHARAZMI, PE ~,:; ASSISTANT CIVIL ENGINEER 1-------------------------""T""'--------1 a:~ -.IIIUl'l.bal• C8ll bi11aniJ1111dlg. emn er -,,; lrn1 whk:h may haw been lnc:afkiulad "111 ._ plmm aa a .--..rl GARY ESS • °A. SDLSONA 11 18 19 R.C.E. 68420 DATE DRAWN: ','-I!!~ JD M NP L..!.:, e-----------1 ii! 'ir DESIGNED: JD DM NP CHECKED: GS DATE: 11 18 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:_1~11~1-8~11-9-----SHEET OF ~~ ------------------------------------------------------------------------~---------------~--~-~---------------------------~---~---------------------------------~--------0~ 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS UNDER SIDEWALK DRAIN PLAN - MONTERO AVENUE EAST BAY AVENUE TO EDGEWATER AVENUE 6 RECORD DRAWING8-13-21 CONSTRUCTION NOTES @~ CONSTRUCT UNDER SIDEWALK DRAIN PER CASE 1 OF DETAIL C ON SHEET 6. @~ CONSTRUCT UNDER SIDEWALK DRAINS AT 5' MAX INTERVALS PER CASE 2 OF DETAIL C ON SHEET 6. EAST BAY A VEMJE EDGEWATER AVENUE I I I \ I I \ I I \ I I \ I I \ I I \ I I I I I I I 11 I I I I I I I II I/ii 'i' ;icl 1 MONTERO AVE I \ I I I I k t I I I 1, \ i I \ 118 I I ol: f I 1 I I BAY A VF_ I 305 307 MONTERO AVE 309 MONTERO AVE I 13.9' PROJECT SIDEWALK TO WALL I \ ./. t I I _S_,IQ,...EW_A_LK_T_O_W_A_LL_-1---+-----~ 311 MONTERO AVE 313 MONTERO AVE I I 15. 93' PROJECT I SIDEWALK TO WALL 315 MONTERO A VF_ 1-----t------~-,8.24' PROJECT 1 317 MONTERO AVE I I I 319 MONTERO AVE 7.49' PRbJECT SIDEWALK TO WALL I SIDEWALK TO WALL .,., -t---+-----,---- 321 323 325 MONTERO AVE MONTERO AVE MONTERO A VF_ 327 MONTERO AVE I I I I I I II/! I I I I I I I I ~! I I I I I I I I 11 tr I I I I I I I 117 121 EDGEWATER PL I I I I I I I I \ I I 31 !06' PROJECT I I I !1 I (7.67 TC _LL. ____ \. i =r,---•-~ J _J . =:--,--=1 r~:,~_ •----~;g,~ __ ,_.1\,.,/,0:.:::=- ----1&\--tll ,_ - - --TV-_ j_ --lV-- - --1Y-- - --TV--7--1\1--11 -'FOO"T\I-- - --1\1-- --TV-- - --TV-- - -T- :j ___ J tt L' I I I I t ---... oo--J i I 15+43 l!f' .. ■ 0 0 1 • I I I • (7.69 TC±) (7.70 TCtl.:::::::::-r 7.86 T~ .------,_,,,. 11 -:r------•---1(--•------r;;-----E----1E-----E-----E-----1,1L __ ,_;__,, .,,~ (7.71 TC±1 ~ii' 3 ;---~ • • • i ' .. -I--T-----1-,-----T-----T-----T--7--T-----T-----.... , ~~ I ~~ ~~ ~~ ll> 11 □L 10 DD~ I I 11+00 \ ;::rl:I ;tr-: 12+00 ~,.._ BA ;tr-: 13+00 • -'¼¼.00...--TV-----TV-\1 ~ 15+00 I I ----TV-\ --N15'39'44"E -----iv-----W • 15 43 I <. I I I 10+00 1 ~ ~ -----TV __ ,,,. L '--, /iRE~~~E~~DSl~f:~0o rl,N~°W~~ ----------TV-----TV--------·TV-~ROJECT";;IDEWAL; TO,VSTEPS. ----w----. • 11 I • • • • • _1 -~---w-t- 1 __ ----w-----w----w----w-----,\: STEPS PER BUILDING CODE. • • ~~~iEP;:0Bu~E~1~1~ocgg~CRETE • • • ." \l----w-----w-----w-----w----tw----"7 I I 11+00 ~ 12+00 13+00 14+00 l • "S, ~ 15+00 15 43 I tt--r--+l-------;l---:t-l',-i----,-,,------.--.v-:----t-t-------tt--t'~.:-,.---t------,,----,[-•-------;------------t--=---t--r------i----..,,..,,....--\",,,-·------i----c:----------t---------!-.,,.---~l---.----,,----:----t----:-------t-----1 I • • ... > J • • I 1 1 ' rr ----T ~~----,-• "'~ ,--' : _·_c1 _ -__ n ::.. -T .: :--,(·-(-~-1 ---• -~7 I i l I I \ \ I -----\-----,V- I I k\ '\\'1 '\\ +: 10.09• I \ PROJECT SlbEWALK \ 1 I ti AGAINST W4LL , 1 I fl ~ I ~• I I \ 1\ I I PROJECT SIDEWALK I \ I \ I ' AGAINST WALL 12 3 \ I ~ \ \ II 1 120 308 310 312 314 316 318 320 322 32 4 326 328 330 EDGEWATER PL ~ ~ BAY AVE MONTERO AVE MONTERO AVE MONTERO AVE MONTERO AVE MONTERO AVE MONTERO AVE MONTERO AVE MONTERO AVE MONTERO AVE MONTERO AVF_ MONTERO AVE MONTERO AVF_ I \ f PER PLAN 76" F.L. OF PIPE 1/2" ABOVE GUTTER f'LOW LINE 3.5' PARKWAY 2% 4' SIDEWALK 2% A s~ MINIMUM. WHEN REATER THAN 7• AT WALKWAY. CONSTRUCT STEPS (IN PRIVATE PROPERTY) PER BUILDING CODE 1 -CONTRACTOR SHAL.L COORDINATE PRIVATE PROPE:RTY IMPROVEMENTS WITH THE ENGINEER AND PROPERTY OWNER PRIOR TO CONSTRUCTION. 2 -ALL DRAINS MUST BE INSTALLED 90" TO THE CURB FACE UNLESS APPROVED BY THE CONSTRUCTION ENGINEER. ELEVA TION 4" MAX. OUTER DIAMElER J" P.V.C. (SCH. 40) PIPE OR EQUAL DRAIN PIPE DETAIL 1-1/2" MIN. COi/ER -- SECTION A-A INSTALL POL"rETHYLENE PLASTIC JOINT MAlERIAL "QUICK JOINr OR EQUAL .• c__ 2" MIN. MONTERO AVENUE BACK OF SIDEWALK PER PLAN i (/J f-"' i (/J 00 5' MAX 5' MAX 00 SECTIONB-8 i (/J □ z w BACK OF SI DE WALK PER PLAN 0~ ' CCURB DRAIN PER SECTION A-A 0 10 20 40 60 ----- SCALE: 1" = 20' 80 © SIDEWALK DRAIN DETAIL C ---------------------N. T. s. z-:;'. 0. ,= • ~SPREPAREoi~----=~=----r--------i-----~~-~---------~-IREVIE~----i-------------~o! I PLANS PREPARED BY: REVIEWED: ~ ,':'. r cannon ~~.~ ~~ z~ "-' C ~ 1hlN ~d lllalll+ haw blal_pnpcnd bald GIi llfannatlan IUbmlttad, II part, by atha& .... thll 0. C6B42D PATRICIA s. KHARAZMI, PE ~; "" llbmatlan .. bellnld to be Nl"labh,, aty of Ns: p ... t Blad1 .. 1M ......... b-HI --=Y, nor rw ASSISTANT CIVIL ENGINEER t-----------------------~---------1 i ~ b I lffllrl or omllllanl which may haw blal lncoipaiated l'lto U-plane GI G ~ DESIGNED: DRAWN: 1,..1 I!!~ Ka..111111'1.nB 11111. 11 18 19 JD DM NP JD DM P Lil w,,. .._.I ; ; t---------, "'u .... _-__ bllll __ ._._11111 __ .... _..._ _________________________________________ ___._G_A_R_Y_E_s_s_A_._s_o_Ls_o_N_A ___ R_.c_.E_._s_a_42_o __ D_A_rr_ ..... ________ ..... c_H_Ec_K_E_D=_~GS""-D-A_rr_,~11"""'18"'-'1~9._N_o_ ....... _D_A_rr _____ ~D-E_sc_R_IP_TI_o_N_o_F_RE_v_Is_Io_N_s ___________ .._A_PP_R_o_VE_D_._D_A_rr_::1:1_~1:8:1:9:::::::::-..... _____________________ ..... _s_H_EET ___ o_F __ ~§~ 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS 6TH STREET CURB RAMP DETAILS 7 RECORD DRAWING8-13-21 <] 12 4.oo· 0 0 ,f 'Yr /"-;--\ -LI~! .. , ~--,/STA: i I • ' ' ' ,c, 10+87.98 -17.00' LT '. STA: 10+83.98 -16.94' LT BCR STA: 10+79.77 16.84' LT -----·---. /1 ----_-;_-, __ _ STA: 10+79.D6 -16.87' LT STA: 10+74.74 -35.33' LT ,_ Cl) CONSTRUCT NEW 6" ~DE CURB ~TH VARIABLE HEIGHT AGAINST EXISTING WALL TO LOWER SIDEWALK PROPOSED CURB RAMP GRADES AND ELEVATIONS (7.73 TC) (7.27 FL) BA y A VENIJI: --------,, <'(----------(7. 73 TC) - -/ (7.39 UP) -----,,, -,REMll_VE7REPLACE PAYERS-.(J.27 FL) _ L IN;-,Kff\D-J_Q,CQNFORM TO /,JOIN -EX. __ __ _ ___ -------, ____ _ RCJPOSED ;t(MIJ--GRA_DIN!,_00 __ -=-:_-_ ~) / < 7_30 FL/TC i/ ----------__ ~-- ' • -;,-◊-:::::;,' ___ O J/4! (7.28 FL) \. < y --. -._ ---~ ! / 8'-~~ /4--------I ~'.,: ✓ "'•S>a"""" I ---EX. AIR VENT 7 ?2 > • ~'I-I ----------. __ ,~ (PROTIECI)N::Ll\ei ,~NGv(Y~(:,/ ,_ ~11 - "' ----7 •• _ . (7. 7 fS)✓ \ / ~../ ~ "! ! '--~ -----./::,.._ -V~ ~.,,, 0 CV / /'1, (7.80 FS)--~--1 ~. / 1 -f?,I', .'i< , \ .'o~--------G ,-·• / ,,; 11-1>-'1i I~/ "-(7.36-UP)___ • -, i?/ I \:0"/• .~; o.,\1~ : 7.32 FL/TC --L: ·--• ,,.._ • y_,,.,.,-½. • -•-• --------., ..; / \ 7. 71 FS ~ / --••-.:•-~-:---~-/ -8~ ~ I , ;J ! ! ;:~~ ~f -. -•---~ :.=;.;--_.,,, _.,,, ~ : '-'-I 7.67 TC -, / -_ ..; I , ! MATCH FL ELEVATION PER (7.85 FS) ,,. / ~, J :" -~ 7.74 /FS I PROFILE ON SHEET 8 ~' /" .!t°'' I -I (7.79 FS) • / ' / ~:-'f:;,l';,:,-i----7.69 TC EXISTING CURB TO REMAIN _-' 0/~!$ Q, 1i ' 1 • MATCH FL ELEVATION PER .. , -PROFILE ON SHEET 8 (8.07 FS) ~~ / .,,-o? ~ ~~ "' ~-f.--"';!-------REMOVE EXISTING PAYERS / , -_ • : .6 • ,/ AND INSTALL CONCRETE TO ) . • .-', LANDING --...__LJ_ ~ • , CONFORM TO PROPOSED STA: 10+74.67 -24.17' LT ECR STA: 10+ 74.65 21.88' LT BALBOA BL Vo PROPOSED CURB RAMP HORIZONTAL CONTROL DETAIL DETAIL 1 -CURB RAMP SCALE 1"=5' STA: BCR STA:a-12+40. 96 L \ 22]□•--u----- ., . J.4'_ / ---·--._ --L ----;:---...,,. !% ,I i RAMP GRADING --._ (8.08 FS) ---,J,/_ , 1 ..: / ,! 8.02 TC STA: 12+28.10 -16.83' LT / , -•=•-• -5%) , ,·--__ _ t ,, PROFILE ON SHEET 8 I I ,,----~ ~ I / / / I " / / --_____ / ,' I "-, ,_ Cl) iE I / / I '-,, / / /,' ,, ' ~ co / / (8.10 ~S) (7.92± TC) i i // MATCt-f"'fL ELEVATION PER / 7-----:_->J_ PROFILE dN· .SHEET 8 / /1 cj / .. // .s.rj EXISTING, PLANTER ·,-..~",...._ ,' // ,,, ·, I /I ·,-.."-,. ,' i "_J ' • • • • / • • • • / • • • • ",,~ STA: 12+°21.32 -16.91' LT 12+24.60 -20,28' LT ',, STA: 12+21.41 -20.33' LT '•,. ',"'- PROPOSED CURB RAMP GRADES AND ELEVATIONS PROPOSED CURB RAMP HORIZONTAL CONTROL DETAIL 111111'1 bal111111, C&llbaflil■Plllg. DETAIL 3 -CURB RAMP SCALE 1"=5' lh-Recol d D111111191 haw bNI Pl 1PC11 Id baled an lnfarmallol1 111bmltted, In part, by athn. WIiie thll lnfamlCltlan II blllMd to be nillablt, aty of Newport lleadl II nat l'llpClllllble far ltl accuaay, nor far tmn er rmllllclM which may haw bNI lnc:a,pcaalad Into th-pl-ma r-..ll PLANS PREPARED BY: ~Cannon 11 18 19 A. SOLSONA R.C.E. 68420 DATE iE C'O ,_ Cl) iE C'O ,_ Cl) iE C'O (8. 72 FL/TC) DESIGNED: DRAWN: JD DM NP JD DM NP CHECKED: DA TE: GS 111819 NO. PROPOSED CURB RAMP GRADES AND ELEVATIONS STA: 10+88.46 <1/ 16.58' RT ,_ Cl) iE C'O <7 ECR STA: 10+79.84 ----._ ---16.44' RT STA: BCR'---. 10+74.74 21.47' RT STA: 10+74.76 -24.81' RT DETAIL 2 -CURB RAMP SCALE 1 "=5' PROPOSED CURB RAMP HORIZONTAL CONTROL DETAIL ,-- / I I ===--===,_--L _ . 1---',,;[_ ' BA y A VENIJI: ECR iE C'O 7.73 TC MATCH FL ELEVATION PER PROFILE ON SHEET 8 / . . . • 1X)/ --t -- (7.81 TC) MATCH FL ELEVATION PER PROFILE ON SHEET 8 • • I 7.32 FL/TC ·,., ·--....._...._ • • • • . / • . • ·--,':....---J.... __ / .. /------~ ;/ ------- PROPOSED CURB RAMP GRADES AND ELEVATIONS DATE DESCRIPTION OF REVISIONS 7.56 TC 7.30 FL STA: 12+40.90 23.12' RT (756 TC) (7.30 FL) JOIN EX. L', 2.JJ>-;-----____ STA: 12+40.89 -25.39' RT STA: BCR-~ 12+34.88 17.12' RT / • • • I • • • • • PROPOSED CURB RAMP HORIZONTAL CONTROL DETAIL DETAIL 4 -CURB RAMP SCALE 1"=5' PATRICIA S. KHARAZMI, PE ASSISTANT Clvll ENGINEER APPROVED DAlE:_1~1/_1~8/_1_9 ___ _ SHEET OF 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS STREET PLAN - 6TH STREET BALBOA AVENUE TO EAST BAY AVENUE 8 RECORD DRAWING8-13-21 ,EXISTING W'L Y -C I 1-----------1------------+--------------l---------------+------------Dllu,,,_,,...J,_---1-______ <0 c,co----rn B----.---~-------------,f-------------+------------+-------------+-------------+-----------J O I~;!:; LO, '=x· ._. j::: ,...... U -H-H ,~ o.-LL co1-co 0 • ©u· 0 a'.) +t w O t1 ..-,,-H ~ ........ x -=:t: 1-x v 1-x a u _J O OCl I'--V <O LO LO l"1 V tl W o~w ..,f..-.w O I-LL !-----------1-------------1-------t-10 + ~ ~ + '" z + ,,.. LO .... , , :-. -,,, .... I l"1 z -· -~ ;;;-u -;;; ;;:; :2-a~~""'..f" -,~,._,,§---','cf-,.,,,_, ~;.--,..i..~-'------------+-------!~10---1-----l------------+--------------l---------! ..----.::::----:i .-.......,....._,, ..-o:>o ,....coo ;!..o:io o+Nf;; ·--..... .......,-:, ,...........,-:, ....,.._-:, '": .. ~ .-..::;...!.,;. Cl m CO "' "' 0 "' "' ' ' a, o e9 11 co [::::~ [2 • ...J o-......, 0 (!) O:: · 8 1..a... d ~ a, u co ~NLO +co LO oo·[i w c., 8 ·D,66% ,.___ 8 +r:~ .-r-,.. +co t0u3 1-----------t------------+------------+-----------+------_,:,~Ol'"----"O>'------/-<'~S-•-----------;-Cf'½-n,f------s=====----:-:c:,:-;---;-=-,+~·-.:------------0:i:t"l!=-l,_,_,, __ -+--------------+---------------+-------------+-----------i -,x; L_PROPOSED W'L Y FL :... ::! ;:i'° ~ 1-----------t------------+-------------+-------------+--------"'-x-----+------------+----------------,f--------~~+,'l~-·r--·--,-_ --f-------------+-------------+-------------+----------, l"")~W ..---- "'1 U) z O> LL-r--~o -'--H --, ,-----------t------------+-------------+-------------+------~,·--cn------0 0 0 0 (/) LL - "' o"' .LL -PROPOSED FS 0 "' a'-'"' ~ ..-; l---------+------------f-----+10-1-----+-----------+---,c--:,,-~"'"sf \4:-=%::l~l:v~---======~;r=======~~~;:======!~;====Jl~::::::::::::ii::::::::::::~~1~'------f-------f~ '8' "'~ L...!:!......J ,...; -tl r--., ~ AT C::T ~. sr:...-...x "' 0 o, ,,, 10 -OJ gLL ..., m -+~ +nz 1.14% ::: OJ +-Nr--,'.o (/) NOJ -~--, 0 -r-: IT] 0 LL 1.?0% ci ~ ';tl 0 (/) - + "! -. ~ 0 LL J 0 -H .~ -OJ 0 1--------+---------+---------+----------XI.Si ltJ.G,_[S_A_T,.,_,=---\---,f-----------'-~------~~------+--+---------+---------+---------+-----i + "! 0(0 -ro +~ --3T ct -EX. CROSS GUTTER ' ' ~~~ ~~~ 01"1CO 0-H-H oU...J 0 r-LL +"!~ ~~OJ ~~~ 1-----------t------------+------f-10-f-----t------------+-------------:;_=f,.::.:,<>H.;::,e-----------_+f-"OJ',-, -':,ri----------~O!f-<0.i--'±ml------------+-------!~10+----t------------+------------+--------j ..-........ ......,, +oLO OJ r---~~ ... ---~---0.54% ' 0.94% .__ --r --r L.><.._J - +1~ ID ...--r..: -.;t'.ON ~--~ \ '?'<I-I"') ,-----------t------------t-------------,--------~----~co----t---~L-pR_O_P_O_S_ED-E~' __ y_F_L _ ____,_L_E_X_IS-T-IN_G_E_'~lY-TC----~"" I I _J 7 I I (20') °'t - (20') 10+00 I I BALBOA BLVD (100') (80') > > > ' > 4 11+00 12+00 201 6Tl-l ST ALLEY L.><.._J PROFILE SCALE: HORIZ: 1 "=20' VERT: 1''=4' CONSTRUCTION NOTES CD REMOVE EXISTING AND CONSTRUCT 8" THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB DWG. NO, STD-109-L AND TYPICAL SECTIONS ON SHEET 2, 0 REMOVE EXISTING AND CONSTRUCT PCC CURB (TYPE B) PER CNB DWG. NO. STD-182-L (CF HEIGHT TO MATCH EXISTING). 0 SAWCUT, REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB DWG. NO. STD-181 ON SHEET 4. MODIFICATIONS PER DETAILS 1 THROUGH 4 ON SHEET 7. DRILL AND INSTALL 12" LONG #4 DOWELS (EPOXY-COATED DOWELS) AT 12" O.C. EMBED HALFWAY IN ADJACENT PCC PAVEMENT, 0 REMOVE EXISTING PAYERS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO, STD-180-L @ REMOVE AND CONSTRUCT 24" WIDE/ 12" DEEP FULL DEPTH AC. DISPOSITION NOTES (EJ PROTECT IN PLACE EXISTING IMPROVEMENT (TYPE PER PLAN). [TI REMOVE EXISTING AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE. [I] ADJUST UTILITY COVER TO GRADE (BY OTHERS). NOTES: 1) SEE SHEET 16 FOR PROPOSED SIGNING AND STRIPING IMPROVEMENTS ON 6TH STREET 0 LEGEND: I, • , I 10 20 PROPOSED CONCRETE IMPROVEMENTS PER CO~RUCTION NOTES CD .@. ORc,zJ 12" FULL DEPTI-I AC 4_0 ____ 60 SCALE: 1" = 20' 80 I 0 ,,, 0 z/ 0 1;, Fm 1PLANis°PREPAREC~-----:::::;;;;;;;;;;;;;;;---~----~----~~--~---------~-----rii~~---r------------------,ub """'""'" " l ,.. Cannon / '§:,".~" "•~~ ~ Ii ~ &t ~, ~~ lr'csc Record lJrcwin~s rT1c been pr-::;pJrcd Jcscd c,~ ·n~orMction SL.J11·~tcc, i1 part, by othcs. Vhi c this ~ NO. C68420 ;i;, PATRICIA S. KHARAZMI, PE 2i ~ ~ .. ·vrnc,ior· is oclc:cc lo :ic rclobc, C.y o .. l\c•:.por, EccC'r .. s r,o .. ccpor,sibc rcr ,o 1cccrccy, "Or o· UNDER ll-lE SUPERVJ;,ION OF: * * ASSISTANT CIVIL ENGINEER ;.,.;' ctl rabal• errws O" omiss'ors wh ch mo; hce cser ir,corporcleo nlo :hese p J1S OS C "esulc it ,! ' 11/18/19 '"<:,.Ii o~,~~1,0~*" DESl~~%M/NP DRA~~:/DM/NP & f------------------------:-_-_-_-_-_-_-_-_-_-_-_-_-___ _,_, i~ .... _Cal __ ball __ ... __ ,.. __ .... _____________________________________________ G_A_R_Y_E_ss_;~_· .. _A_._s_□_Ls_o_N_A ___ R_.c_.E_._6_8_42_□ __ □_A_rr ____________ c_H_Ec_K_E_□= __ Gs ..... □_A_TE_=_,1_/'_18_1/_1_9 __ N_□_. __ □_A_T_E_ .... □_E_sc_R_1P_T1_o_N_o_F_RE_~_s_1o_N_s ___________ ..... A_PP_R_o_v_rn_0_A_rE_::1~11:1:8:~:9::::::::~--------------------------s_H_EE_T ___ □_F ___ ~? ►•• I • 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 STREET PLAN - ANADE AVENUE EAST BAY AVENUE TO EDGEWATER AVENUE 9 RECORD DRAWING8-13-21 CONSTRUCTION NOTES CD REMOVE EXISTING AND CONSTRUCT 8" THICK PCC STREET ,---------t--------------------------t--------------------------t--------------------------t--------------------------t--------------------------------------, PAVEMENT OVER COMPACTED SAND PER CNB DWG. NO. STD-109-L AND TYPICAL SECTIONS ON SHEET 2. ® REMOVE EXISTING AND CONSTRUCT PCC CURB (TYPE B) PER PROPOSED w· Tc cNB DwG. No. sTD-182-L ccF HEIGHT To MATCH ExIsTINGJ. •-----C-----------------------+---',_Ex_i_sT_I_N_G_w_'_L_Y _T_c _________ --+-_____________ ,/ ____ -+-_L_Y ___ ---+,-+-P~R=O~P=o =sE=D~w~·=L Y~F=L __ ,, __ E_x1_s_Tl--+N_G_W_'L_Y_F_L _______________________ --+ @ REMovE ExIsTING sIDEWALK AND/oR LANDSCAPING AND w \ ffi / / / CONSTRUCT PCC SIDEWALK PER MODIFIED CNB DWG. NO. •-------+---------------------,"' ~ obc------\-------l !ffi!.t--------U~ i'.;'el u~H0l<---c-lD-------lffi:-------;~1Ie;::_>-----------~~l">-,-------/'-------81Ie'->-------+------i~l">-,------,ffi-----l--------0lo.-----------,g -u m--"" .@_ (/) STD-180-L. MODIFICATION: 8" THICK PCC. '107 ~~ d~ ~0' COf-df-~~~ ~ ~d 8..... ~,-I g: ~,-~d ~I--f-1{)'-.. " '107 O)LL ~ L.!..',U ~~ 'f'~ 00 >-°t:g";'[;;.,.;>-<0u ,;:-;:, ~>-+r---+r---+r---+r---~>-'f'~ ~;,:~~ [;:;~ L.!..',U -st~x \V DRILL AND INSTALL 12" LONG #4 DOWELS (EPOXY-COATED o . -r---"'+ st -,-..:-r---:"'+ ..-ci >-0 >-+;:::: ~,-... ~,-..: ~,-..: ~,-..: j; ;::::_ st r---..-,-..:"'"' + st 00 +10 w DOWELS) AT 12" O.C. EMBED HALFWAY IN ADJACENT PCC .----I' ,.... I{) ..-..... U')(O CO I"'--..-• •·~ ,.... .-+ l"1 V ~ I"") .......-=--, ~-___ , , -,--, ..... • ..... ·+o += ..-r--. --.-r--v .... ro7 +mz PAVEMENT i.....=.......i , _, 2., :-L u.14% ..... ~0.1"8% ~ = "..--lc',-..:0------.CI' O.OO.,.. 0.36~,.,----------1 ..-I' .-,~•-~--------------lcib LO (0 O • ~ CD -' ·' -1 ' r r-. ~ -~, ® SAWCUT, REMOVE EXISTING ANO CONSTRUCT TYPE "B" PCC CURB Z 0-22% -0.70%_/ / +0-29% 0-23% +0.21% +0.24% -0.39% '6' ONLY (CF HEIGHT VARIES 4" MIN. TO 8" MAX.) PER CNB DWG. _J CDf--8.72%_/ CD>--CD r---1.92% ~ CD L..','_J NO. STD-182-L. LOLL o~z o~oz o~z m-.._ ._..~ (n\ IT] "'~x O ~ 0 .J-Q. 0 .J-o ,-... .J-... .J-0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC 1--------+------:<DN. ,tjs-w----------------+-----'° u..u_ _______________ --+------------ed ,-"-~~--------------+--------------------------ad "-a. "'"'·,_u.. ___ ,-:.c·,-u.. ____________ ----i DRIVEWAY PER CNB DWG. NO. STD-162-L. z Nco 1"'1co::r: 00>3:: "v maJ ~ 1------+----------o+I"' = + m~ + N '--' + oof-G----------------a-+.I,o~--~+,.I_..,of---------------+ ~ REMOVE AND REPLACE EXISTING CITY STREET LIGHT PULL BOXES -!:::.., ;:: (O_J ;... ,-..: "':r::----------------+------------------------.a.;.-'"'u:i _J .;. ,-... .;. ,-..: TO GRADE PER CNB DWG. NO. SID-204-L. ~EXISTING FS -~ @ REMOVE EXISTING STREET LIGHT POLE AND FOUNDATION. (/) a, ffi ~ 0 -@_ 0 a, ID ID r---~x SALVAGE EXISTING POLE. INSTALL EXISTING STREET LIGHT POLE +=fe'i-f-----+------"'U]I ~x-----:or.c-----------:0 ,R ______ g-;;,;-------ioSlo,.-------+-__ A_T_S_T_~,8IC1>-------~oce1C£J• ___ _,00c'.·ll~;;:L--~PRGPGSEB-FS 0 0Cl1V,l------------occ,lv,-----------~8 ~---------------<ocil~,~------------ao 1=----~"' R-i8 6l__":'_1 10_1 ON NEW FOUNDATION (TO MATCH EXISTING LOCATION) TO NEW ~ <D +I w cir cir «i u.. Q u.. o "-o "-~ 0 "-0 r .,.; "-cir ~ r +Cl~ SIDEWALK FINISHED GRADE PER CNB DWG. NO. 200-L. l------+-----------'+"1~-z +"' +;;; +~ +~ ~"?~-----:+,~;,------E~:--t--A-T-3T-f[ ~~----------";'I~..,,--------------e++-_------------";'.., +'° :~ ~~Q;-------,@ REMOVE, SALVAGE AND REINSTALL EXISTING FIRE HYDRANT IT] (-0.73%) ~.t;,Q S!~ ;::,-..: +o.33% ;::,-..: ;::,-..: +0.29% -r--_,-... _,.._ _,-... 0.23% ~,-..: st ~ +o.21,: ;!,-..: 0_31,: ~~ ~r---~ __[[] (TO MATCH EXISTING LOCATION) TO NEW FINISHED GRADE PER -- - - - -+0.04% ----O.B2% I CNB DWG. NO. STD-500-L. ~::::)_ ___ _j_ ______________________ _j_ ______________________ _j_ ______________________ ----1 ______________________ ----1 ________________________________ -_J::::i:::JI\§) CO.NSTRUCT MOW t:UR'B 1 1 -~ L...!L...j ~ ,A A A A A ~ ~ DISPOSITION NOTES 1 PROPOSED E'L'' TC r-PROPOSED E'L y FL 1 EXl3TING E'L Y FL t-------+-----------------------+-co""u----------.-=a,----c-lD---f□13,-----,----c1:xI31ING-1:'tY'-7'Tc;P-------------l---------+-------/-~~~~~~~~~---I---+-----------------------------------+ [EJ PROTECT IN PLACE EXISTING IMPROVEMENT (TYPE PER PLAN). i--------+------------------------1l{5-d ,_>-__ ---1ffi-f")~-t-'"J~oo t>-~rj',,__---+------:011",,-----------~o:1e:,-------//'--_______ 011e,->------//~----,01e:,-----------+---------.81e,->-------------l-~-o >--~------------------------j ro---,_o..-, o'--Nu Nu .r-0 >-Cl>-Cl>-Cl>-/ Cl>-/ ·>-o-...... of::' "' '27 REMOVE EXISTING AND INSTALL NEW CITY WATER VALVE BOX a,,:,+t0 -~ •L_ o o o o o o o_u 0-~ """' ~ ~ ,-..: >'i'.I -,-..: ~ ~ ~ i)l ~ "'"'"' -0 -'° -0 -'° -0 -o >-'° ..-, ro '--L1Q..J AND COVER TO GRADE. ,... .--co r--a +t0+r--+,-... +r---+r---+r---. +,-... v +v .... ·~ "''V .--N +o +.,.... ..... ,-..:..----... • N,-..'. Nr..'. I"'),-..: l"")r..: v,-..'. ,_,-----[TI +"" + '° ;:: ,-..: := ,-..: --' ------+;:::: ..-,-..: "' 3 ADJUST PULLBOX TO GRADE BY OTHERS (UTILITY OWNER PER 0 1• V • .--+.,... -!"b, 0.10% ;:: ts c--t--+--cc. 04"/.-' 0.00% -r---2.77%_;'!:l~~::-------=-==---==:----------::±~8a=-=------j PLAN). -413 -\-•· -1 I I' -~ m 1 ' r ' ' ~ ADJUST VAULT TO GRADE BY OTHERS (UTILITY OWNER PER PLAN). (!) 0.20% CD ·+0.29% CD f-0.23% +0.21% (!) -0.36% (5 r,-i ---... >--0 l'.l z CD r-~'---'67 ---... L.!..J REMOVE AND DISPOSE OF EXISTING TREE (TYPE PER PLAN). _J o~z a'o oc.,z _J ~ _J r-;;-i L{) "-~ c: a: 0 c: a. o 3o ~ "-st"-. ~ ADJUST UTILITY COVER TO GRADE (BY OTHERS). []QJ IT] ~ ~cj N r.o -n CD I Q LL O...------.--------------------;J:-,,~-:'---------;~ ~CJ ml ,---------t------:~~,z-------------------,-----"-"110H_ ose------------------1-----~~ ~-~;;,--------------------t----------------------~-iii~ -,-... '2B-;-LiJ LOCATION OF EXISTING "THROUGH CURB DRAIN". WHERE PROPOSED 1------+----------olr-s -,.._ _J -r-c-e -FLOWLINE IS ABOVE EXISTING FLOWLINE, RECONSTRUCT "THROUGH 10+00 \ ..... .._--:, ..... .._--::i CURB DRAIN" (FROM CURB FACE TO PROPERTY LINE ONLY) PER CITY OF NEWPORT BEACH STANDARD STD-184-L. ENSURE 1.5" MIN CONCRETE COVER OVER PIPE THROUGH CURB. 11+00 307 NOTES: 1) SEE SHEET 12 FOR PROPOSED STORM DRAIN IMPROVEMENTS ON ANADE AVENUE 12+00 13+00 ANADE AVENUE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS TO ADJUST TO GRADE ALL UTILITY BOXES WITHIN THE LIMITS OF PROPOSED IMPROVEMENTS 14+00 329 ANADE AVE I Ill f-1-....LU.--l a, • "' x=> c.JU p 111 15+00 A I EDGEWA lER PL PROFILE SCALE: I I / I HORIZ: 1 "=20' VERT: 1"=4' _ .... ,_v_ - I A i' I I I I a! I I I I k I / 10 @] ADJUST EXISTING AIR VENT TO GRADE (BY OTHERS). LEGEND: t <I I, • , I REMOVE INTERFERING PORTIONS OF EXISTING SIDEWALK OR LANDSCAPING AND CONSTRUCT NEW LANDSCAPING IMPROVEMENTS PER SHEET 18 PROPOSED CONCRETE IMPROVEMENTS PER CONSTRUCTION NOTES CD ' @ OR@ OONTRACT0R 8HALL NOT BTOa<Pl.E ON TOP OF 1IJE VALVE MAtlt0LE. OONTRACTOR 8HALL PROYIJE AOCE88 TO 1llE VALVE. OONTRACT0R 8HALL PROTECT 1IJE VALVE N PLACE EDGEWATER AVENLE 0 10 20 4_0 ____ 60 80 I SCALE: 1" = 20' 0 cxi .. 2) SEE SHEET 16 FOR PROPOSED SIGNING z~ 0 1;, AND STRIPING IMPROVEMENTS ON AN ADE IPU~moo~--::;;;;;;=---1 ------,------11 ---1 ------------1 --IR~NED:----1 --------------------7 Ei ~ ~1:~~ i~~ ri~c~~~ ~tA~~~ ;,•~~gsrn "'" '"""" " l f' Cannon I '§:,"-'"':t" ""'~:._ filu'r Ii IRRIGATION IMPROVEMENTS ON ANADE ~ & f 1\ ii~ AVENUE \t NO. C6842O » PA TRICIA s. KHARAZMI, PE i:j ~ "" UNDER THE SU. PERVJ;,ION OF: * * ASSISTANT CIVIL ENGINEER :. fu ,1 ,! , "'<:,-'t cIv1~ R-*'" DESIGNED: DRAWN: >-----------------------~----------1 ~w ~ &LL rabal• Ur 11/18/19 OF c/>l-1,0 JD/DM/NP JD/DM/NP & I---------< "'fu .... _Cal __ ball __ ... __ ,.. __ .... _____________________________________________ G_A_R_Y_E_ss_;~_--_A_._s_o_Ls_o_N_A ___ R_.c_.E_._6_8_42_o __ D_A_rr_ ..... _________ c_H_Ec_K_E_□= __ Gs ..... D_A_TE_=_11_/_18_1/_1_9 __ N_□_. __ □_A_T_E_ ..... □_E_sc_R_IP_T1_o_N_o_F_RE_~_s_Io_N_s ___________ ..... A_PP_R_o_v_rn ..... 0_A_TE_=:1~11:1:8:~:9:::::::=~--------------------------s_H_EE_T ___ o_F ___ ~? ►•• I • 3) 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS STREET PLAN - MONTERO AVENUE EAST BAY AVENUE TO EDGEWATER AVENUE 10 RECORD DRAWING8-13-21 t------+--------+---------+-----------+---------+------~-9;-Rf FeSEB-w-L--Y-rP-"------+---------+-----------+---------+----------l--------~ ,EXISTING W'L Y T( IIl O IIl IIl "' 1PROPOSED w Ly FL 1------+-----,,..,--tt!:::.>-----~o-.1<-;:::,--------~:,:dt-l,...~--+-----------__j--+--------l~:------+-~o~-~~-OJ~·----+__,~:-+-----/--------+--------------+-------------+--o~u------------l--------------l-------------l --H O;,.....,. • ....: .......... -H o c:i .o C?µ o!'.-) / oµ o_c:: ,-, 0+1 ...... 00 00 1-0 a.,cot-N.-u o:;:::.. a:;::.. , . N-.;;1-~r---rov 1-t-+r---o ..-l.01-• au 0 u u o-+-1 0>+1 au Nu +LO I!) +<0 °---O!.-.. ;:::.-..x. ..,.:_t,"= +:::::: r--...,......,.....; Q+I at-at-0 1-o ON al-1"11- ._ I"'--.__ t-,.. .---r--.. _, ;";::.... N Tl LU :;::_' l" ...._' ;_ ..._ N -n W + <D I O -H O -H --' -H ;--.:r ' .....,-0 -H ~ -H .... .._... ..... .._, .._,, '?(D .. ,,-co<0 7 , ... • ,--.;;j-N N..._" Oco LON • +r...: 'Vr--,'. Nr---1------+-----___jc--------l---------+---±l-''°'!------------""''Q__J_ _____ :+ t-, , ----J--)------+--+1""'-ZZ--j~~• ---;_-/---------+f<f------------#<-----',.,-._~<Xl~-------9~---'-c:j'-,~,.,_ ________ --1-------------2i'.0l-:<D~ ____ :.:J!_,_ ____ _j ;:::t:, .-r...: .---t..'.O /-/ Nr--'.0 j 1"1r-..'. ~.....: ~ -~ LO.,:: l[)t-,'. ~ · ..... ,_.-:, +0.20% / 0.29% ..--......,-::, ..---.._... · ..... r--.. ..... ......,. ..... ._ -_J 1'--' \-~ I- [TI . \..::'V,lL/o ---+0.35% 0.22% -- ~~ g_J ;;:mt-o~ ~~ g~~ 8c: 1 \__+0.00% gl...J o ~--x •LL c.o~z C!LL.. 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NO. STD-109-L AND TYPICAL SECTIONS ON SHEET 2. CD REMOVE EXISTING AND CONSTRUCT PCC CURB (TYPE B) PER CNB DWG. NO. STD-182-L (CF HEIGHT TO MATCH EXISTING). CD REMOVE EXISTING SIDEWALK AND/OR LANDSCAPING AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. ® DRILL AND INSTALL 12" LONG #4 DOWELS (EPOXY-COATED DOWELS) AT 12" O.C. EMBED HALFWAY IN ADJACENT PCC PAVEMENT. ® SAWCUT, REMOVE EXISTING AND CONSTRUCT TYPE "B" PCC CURB ONLY (CF HEIGHT VARIES 4" MIN. TO 8" MAX.) PER CNB DWG. NO. STD-182-L. © REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC DRIVEWAY PER CNB DWG. NO. STD-162-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY APPROACH TYPE A PER CNB DWG. NO. STD-142-L. @ REMOVE AND REPLACE EXISTING CITY STREET LIGHT PULL BOXES TO GRADE PER CNB DWG. NO. STD-204-L. DISPOSITION NOTES (E] PROTECT IN PLACE EXISTING IMPROVEMENT (TYPE PER PLAN). [TI REMOVE EXISTING AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE. [TI ADJUST PULLBOX TO GRADE BY OTHERS (UTILITY OWNER PER PLAN). l3AI ADJUST VAULT TO GRADE BY OTHERS (UTILITY OWNER PER PLAN). [I] REMOVE AND DISPOSE OF EXISTING TREE (TYPE PER PLAN). @J REMOVE EXISTING AND INSTALL NEW WATER METER FRAME AND COVER TO GRADE. ~ ADJUST UTILITY COVER TO GRADE (BY OTHERS). (I] LOCATION OF EXISTING "THROUGH CURB DRAIN". WHERE PROPOSED FLOWLINE IS ABOVE EXISTING FLOWLINE, RECONSTRUCT "THROUGH CURB DRAIN" (FROM CURB FACE TO PROPERTY LINE ONLY) PER CITY OF NEWPORT BEACH STANDARD STD-184-L. ENSURE 1.5" MIN CONCRETE COVER OVER PIPE THROUGH CURB. ~ REMOVE EXISTING INLET. ~ REMOVE EXISTING INLET AND BACKFILL TO NEW GRADE. @J ADJUST EXISTING INFILTRATION CATCH BASIN TO GRADE. @] ADJUST EXISTING AIR VENT TO GRADE (BY OTHERS). REMOVE INTERFERING PORTIONS OF EXISTING SIDEWALK OR LANDSCAPING AND CONSTRUCT NEW LANDSCAPING IMPROVEMENTS PER SHEET 19 PROPOSED CONCRETE IMPROVEMENTS PER CONSTRUCTION NOTES (D,G),® OR@ 00NTRACT0R SHALL NOT 8T0CKPLE a-.1 T0P OF TllE VALVE MANI 101.E 00NTRACT0R SHALL PR0VEE AOCE88 TO TllE VALVE. 00NTRACT0R SHALL PROTECT TllE VALVE N PLACE - ---- 0 10 20 40:...._ ___ ..:,60 80 l SCALE: 1" = 20' N 0 N ...__ "" N ...__ "' 0 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 STREET PLAN - ALVARADO PLACE EAST BAY AVENUE TO EDGEWATER AVENUE 11 RECORD DRAWING8-13-21 RECORD DRAWINGS 1--------1------------l-----------1-----~-E-~IS-l l 4@-W'-tY-re~------1------------1-----------1---/-l-/___:_P__c__R--=-O---'---P--=-O--=-S=E=+--, _Wc_:__''-=-L Y---'------'---F---=L=--------l-----------+----=E"---'X_:__::IS:_:_T_:__c_lN_:__:G~W:_:'L::___cY_~__c__F~-=-L ~-l-\--------1 0 . 0 ______i=10-+--------+-----~.rn:r------;=m -----------±,_-----::,-;-,---+------.-.f=----------.,.,f,,--------------,-.ftr------,,t.,,------d<,,_---1---------.-m--,-,1-tr---------~"'"----e ,1-<.J-x-G--0~,.,-------.::>t<c>1""'1<,._------4°:1c"'5-ir11<:,+----=H0 ~ ... ;-o ~ a o o u l"J ,-'=!I~ ..,,..olj::::'. ~1j::::o = >--/ =o'i='. =oli= a I-i=--= w • 1-w ,..,... i= lj::::: -f --; -lj::::'. \ L.!}Q l-----------+----------<"nt~-H>-----~OeiH:;::.,+----------,O~~,------c O~~~>--.__+----~"'c»1-+:;::.,t-----------OeiH:;::.,+----------~-H~+-----~?+•~-tt-------2H--;-;-+---/--------~H--;-;-fl-F,+·~+l---------~~-lc'~!!--~I'"")-.:;-~ ~ C!.-;-;-~'7' LOI'-~ 0 NN LOr!-'. 0°1;:!1 ..-iT1 v..-oOC, LOI"') r----LO or---/ LOIOLO+ 0 LO +~-z -+t0-z LOoLOc.o c~ \ .-----=----, +LO _j_ V ,I~ ~12 _J_I{} ...1 ,q-+LO +LO +1.0 +LO +LO +~ 'V r---,0 'V r-,:o +~+LO LO ffi l--+-&-+--------+----.f-1..::._':_o __ -~----;;;'il".c'r-----,5:!Af.',t::;._'"-------------+f".t:.--l-. ---~;:;~is..,--":,--:~~•f----,::~t:;.'---------'Fe-.'fl-%"---~~-t?.--e-------------~_,.r:;..._"------c'. ~.h!::;.-2--------_ni:~-t?.--e--f-/-'---.--------,;,t;:.!;:;..c-.-,., _fio-=-;::"c'-:.-.:_::__=_:._.:_::__=_:..:_=_..::_:._:_::.._:_:_::.. __ :!=::~=:..:-I-==,=-=-:::i.:~:.---,.=::_---+~o;::.2~1~~~-;;;;·~t:;.;::;·~-C~~-_::~o:.:!.4~7~%~-==..:'::::-;;!l;:~"--= ~ = = = - 0 OID1--0 0 0 0 OCDI-1 O O O oc.,z OIDI-Q...JOC.,Z !:2;:-.1 ...J O [Ill-Q...J 0...J O...J ., Q_J Q...J O c.,z Q_J LL ,,_ ...,!~ OLL O~z LL OU.. ciLL I"--...JQ OLL 0•LL r--,'.-....._-01.J... 0 CD ...JO C!-H ....J O .....,.: ....__ 0 L.Olfl I;-LL C.. 0 r--,.. ,:;:., LO ...JO O LO l[)P,--+LO LL a.. 01,n "H,·=-,--,------;0 ,~---------~ol..i.;;..-------"'+l ~·-,a.0~---~LO,l<X_,__ _________ ----Q+I ~C?;--------------'+"1~-.'----------+e=:.__ ___ l~---------__J+"·'l"'---'o :.i: .l.L_fl.:~-------"f+la-e--_ ----------c,cl" t:-:=-----------,,,1, :,(-----------1 r--...-..x oii +~ +..... 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G) REMOVE EXISTING SIDEWALK AND/OR LANDSCAPING AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. ® DRILL AND INSTALL 12" LONG #4 DOWELS (EPOXY-COATED DOWELS) AT 12" 0.C. EMBED HALFWAY IN ADJACENT PCC PAVEMENT. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC ALLEY APPROACH TYPE A PER CNB DWG. NO. STD-142-L. DISPOSITION NOTES [I) PROTECT IN PLACE EXISTING IMPROVEMENT (TYPE PER PLAN). OJ ADJUST MANHOLE FRAME AND COVER TO GRADE. [TI REMOVE EXISTING AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE. [TI ADJUST PULLBOX TO GRADE BY OTHERS (UTILITY OWNER PER PLAN). l3AI ADJUST VAULT TO GRADE BY OTHERS (UTILITY OWNER PER PLAN) ~ w NOTES: 1) SEE SHEET 14 FOR PROPOSED STORM DRAIN IMPROVEMENTS ON ALVARADO PLACE 2) 3) SEE SHEET 17 FOR PROPOSED SIGNING AND STRIPING IMPROVEMENTS ON ALVARADO PLACE SEE SHEET 20 AND 24 FOR PROPOSED TREES, LANDSCAPE PLANTING, AND IRRIGATION IMPROVEMENTS ON ALVARADO PLACE I, • · I REMOVE INTERFERING PORTIONS OF EXISTING SIDEWALK OR LANDSCAPING AND CONSTRUCT NEW LANDSCAPING IMPROVEMENTS PER SHEET 20 PROPOSED CONCRETE IMPROVEMENTS PER CONSTRUCTION NOTE(D ,@, OR@ CONTRACTOR 8HAU. NOT 8T0CKPI.E ON T0P OF TEE VALVE MANIOLE. CONTRACTOR 8HAU. PROVIJE NXEBB TO TEE VALVE. CONTRACTOR 8HALL PROmCT 1llE VALVE ti PLACE I I a:'. z u 0 z f-a u u ::i LL f---a:'. .,.... 0 z I-' O'> WV)X I I I I I (' cn~ZW ..----e.J1-W> 0 Z + - u LO f--::;; <C W 0 .,.... <( _J 0... a::: -:> 0 10 20 4_0 ____ 60 80 I SCALE: 1" = 20' "' 0 CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS TO ADJUST TO GRADE ALL UTILITY BOXES WITHIN THE LIMITS OF PROPOSED IMPROVEMENTS z / 0 1;, Fm IPLANis°PREPAREC~----:::::;;;;;;;;;;;;;;;---~----~----~~--~---------~------rii~~---~----------------,ub """'""'"" l ,. Cannon /,;;.".~" "•~~~ Ii ~ &t ~, ~~ \t NO. C68420 "' PA TRICIA S. KHARAZMI, PE i:i ~ Tl 2se Recore! Crc•1;i11CJS ,c,e Jee-, v2oure,c cccec :JI "do· m1l.ior1 C'.Cllrilled, ir, pell I_, cy 0J1elcl. ,f,/""i e I· ic UNDER ll-lE s.u· PER. _vV .. JJ .. 1 ION 0. F: ·-~~ CIVI' n,.: DESIGNED: DRAWN: & ASSISTANT CIVIL ENGINEER e------------------------~----------1 ~€0 ·r1frw-w1hor i:=; l~el>:ved fo r;('; ";'::li:r:lf:, r/ l\ewp~;,-t le:Jch ·::-, -:~t --e~;p,:n:c,df, fer j-;; nc:c:iJrCJ ;y, nor ~'."Y .ii _L ' _ ... ~j-,._, -~~ .. ~ iillill'lbll-eCl'.)'S JI or·,iss o·,s 'liri:· ClCI'( r:T;e :,ee·, in:cc·1orri:ec i·,to tr2;e ; :m,; [[ Cl res,,lt. !Jr · .' 11/18/19 OF c,i..1,0 JD/DM/NP JD/DM/NP 1 f------------< ~~ L_Cal __ ball __ ... __ ,.. __ .... _.L __ ...J.~=================================~---....l-G_A_R_Y_E_ss_EJi'_··_A_._s_o_Ls_o_N_A ___ R_.c_.E_._6_B_42_o __ D_A_rr_.J.... ________ ..J...c_H_Ec_K_E_D:_~GS:a1..D_A_TE_:~11~/'~18~1/~1~91.,_N_o_.J..._D_A_T_E_..J...D_E_sc_R_1P_TI_o_N_o_F_RE_~_s_1o_N_s ___________ J...A_PP_R_o_v_rn..J...D_A_TE_:: 1~1I:1:8:~:9::::::::~...1..---------------------...l.-s_H_EE_T ___ o_F __ J~? ►•• I • 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S C-7184-2 CONCRETE STREET PAVEMENT RECONSTRUCTION 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS STORM DRAIN PLAN - ANADE AVENUE EAST BAY AVENUE TO EDGEWATER AVENUE ” 12 RECORD DRAWING8-13-21 C ' : L Vl 1----------------f--------------+-------~, <0--+--+-.-..,....., r -~.-+----------+--------------+---------+--~--+----------t ... r-,.. --z tn ... ,....., z 0, 3: w .__.,.__., ' "'o --z ~~ ------------+-------------+--------------+--------------+--------------lf--~--+----c,-~W.__., LI) 1----------------f--------------+--------.... ,:;:·--+-. .._.....,I-I-~ + (/) V) (/) ------+--------------j-----------J .... ~-~ ~ Z Z ::i ::::> r. sq-----1-CD CO - 1------------f-------------+--------.. "1'-~~--10,---O O -..,. ~ z z z :J rt') --+----------t ~~>>>> ~---0 o+-~ 0 .-zzzz 1-~>>>> XLl)_J..- 1----------------f--------------+--------\---, -'Id-----=>-ur z z z z .--LL-. --+----------t ~ + = = = = .--PROPOSED FS A~ ST r.-\ o .--- - - -.... 1----------------f--------------lQ-------\-~-~~ ~ ~ N 't'.. ~-.:t-~1'J ~~ <( ~~-:-+----1 Q -----t u ... . . . ~.... ................ <Ctnu:i-tl 1---------------->-------------+--------t-----c, i5-N N N,::; / EXISTING FS AT ST ~ 0 _••-';J-¼-~ i,rJ ------+----------------,----------+---t--------1 tntn~~~~ / c~mmmm tn(llo;f-..;f-..;f-"¢" \\ GENERAL NOTES 1. IF VERTICAL CLEARANCE BETWEEN PIPES IS LESS THAN 12 , PROVIDE SLURRY FILL BETWEEN PIPES. CLEARANCE SHALL BE 6 INCHES MINIMUM. CONSTRUCTION NOTES @ CONSTRUCT 12" PVC (SDR-35) STORM DRAIN PIPE PER DETAIL B ON SHEET 2 FOR CONCRETE BACKFILL. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB INLET TYPE OS PER CNB DWG. NO. STD-306-L. @ CONSTRUCT PCC LOCAL DEPRESSION PER CNB STD-304-L (L=3.5'). @ CONNECT NEW PVC PIPE TO EXISTING CONCRETE CATCH BASIN PER MODIFIED CITY OF NEWPORT BEACH STANDARD PLAN STD-303-L ON SHEET 3. \ -273.96 LF 12" PVC PIPE SD, S=0.10% j j I 123.58 LF 12• ~vc PIPE SD s o.,o% ---...., ..----------+-----------5-----------==="====t===========j============'r===~~~~;;-_;__7, __________ +-----------t----lL--b===dlf====d =~~~#=#~~~~~h==l=l\::::ll:::=-:=f-?-5------t QlO 1.15 CFS QlO 2' -~ l-----------f------------+------------+------------+------------+-------------+----------------l------------l------:m'O----_:;lf)-----~--AF--------=-c.::__=----'.j·~·l~8~C~F~S ____ ~:.,,,~-i-'==--1-----ll-------1 ~~-~ ,(i t?--9'~"-""'-_ --~-+--------+------------;~.-d--+----,H ----------1 @ REMOVE AND RECONSTRUCT AFFECTED PORTIONS OF LOCAL DEPRESSION, TO NEAREST JOINT PER CNB DWG. NO. STD-304-L. DRILL AND INSTALL 12" LONG #4 DOWELS (EPOXY-COATED DOWELS) AT 12" O.C. EMBED HALFWAY IN ADJACENT PCC GUTTER. 1----------------f--------------+-------------+-------------+--------------+--------------+--------------1------------+--------II--/ _/ °' o EX 12" PIPE SD, S=3.5% _j ASSUMED LOCATION OF EilSTING WAlER GAS COMMUNICATION & ELECTRICAL UTILl1Y --;p (ASSUMED) INSTALL STORM DRAIN CLEANOUT PER DETAIL 56 ON SHEET 4. (GO~TRJICTOR""'SR"~UIBOIT-ro-FIEI !JVERIF'rIDCA,TO~/ PROFILE SCALE: INSTALL 12" DOUBLE WYE. USE ADDITIONAL FITTINGS AS NEEDED FOR INCOMING PIPE ANGLE. l----------------f--------------+-------------+-------------+--------------+--------------+--------------l------------+------------+-------------+----------------1 :A~ T rAY AVENUE \ 106 I I BAY AVE 305 ANADE AVE 11+00 12+00 13+00 14+00 15+00 ALLEY ALLEY I i 1; 307 309 311 313 I 315 I 317 I 319 I 321 I 323 325 -----I 327 I 329 ; i , r l 52} I I I I I I 52 I 50 : 1 1 ANADE A 5~1 , 1 ANADE AVE ANADE AVE ANADE AVE ' ANADE AVE ' ANADE AVE ' ANADE AVE ' ANADE AVE ' ANADE AVE ANADE AVE ~j ANADE AVE ~."'b ii1',.A~ADE AVE : J..,), -' 'ii.ioN 50 I I I I 50 I os,,i:!; "-i'b ~.!>-I 11 I c ~ ioocna::W I I I , ' u i i i i ~ ;,;r:1.1... i ocoN Nn ·· L&Jw ~ ~l~I ~~~~=~ I I I I i:i ..J I ~0 1II :2r3~~Vi I ~ ~ WLL I L/ ::~:c l ~~~~~~ I I I 1 ~~~ I :i'f ~z lH~~~ I 107 =~E~ I ~ < .... t')~w~V5 .... r.i~ ~ I ~ -ctw 1 "'<f' • ta.. 1 a..<0 °_.J 1 1 1 a..~N 1 (l)0...1 ~ 1 wtt:_J I --a:i~ 50 I'. I I I : I ~ 1 t!\j ~!z~;~; i i i V r~~ , ~11 /~~Qr~--=-=,,_~•'I __ :_ EDGEWATERPL !z~ >---f I ] , "' ~ -EX RW 1 , ~ " 'l' 1 ~ rt7f!:!::.. , r\ ~ rrEX RW 109 1 1 :_ .. 1._,,,,...,,,,,~;r,_....,.,,._-.,._, .. ,l 1µ,---•11..·~==-Q.~ -------~-:-~_::~:_'°"_",_Ll.LJ.__jjl_J-h.-:-EXj rJL·L..L ..._-__,-,__.!::d,.L _r-.--.:±~~~~,·.i!.!l':::,~A~:_::0··~,,~~t7::,;.~~;;;i.c:.~-=-;!..--I--L----::~.J~'::::l.LU::L:l;_~..L.!':"':::=-==:-::/~;;:!a~t V ti ~6 ... IL 1,--'E_x_c_F..l~~"'+L...:·:'.:=E=D=GE:W:A:~E;;;;R;;;iP~L,~.,.3~~;:;;;;;~Ll~ ........ JJ \:'.[;\i 1 "! -"", ' ,~•:-ri :: 1~!c=~==:!s: "'<~ () '"t-~'" 1 ,__.U1 1 ~ /L/(~-0 - 0 -1 1 ~ ■ 181 I I I I I : ,,.oo -r~ cc moo - -2, \ <. • ~ ' . J n+oo "+X "C'° - I I I_ HORIZ: 1 "=20' VERT: 1 "=4' EDGEWATER A VENlE I I ~ ----+-----1 --+-+-------l,----~ t----~• T ------------T ---,':+----+------~---,), J-~,-~----------T ------~!;:!,..c....i-+--++-T ~-----------T -------i'T"--~-T ------------T --,//- , " Ah .['(r).__ --------A '--....._ ---------~ -- -I ~s T 111 FOR PROPOSED STOFN DRAIII LATERAL I t---+---T _______ ______,,,, • ;;:;-2. n-_ ,("'l, .-~ A p J '::-.... --------Ir E---.......... n / -----. . I---E >-------------E ----rt--l------;,~~.~"~r-7':/~.11-,r--.+-... ,.r.,~~"',:-------l□i------E ----~ ,.__ .. ~-----E ------h-------,'.=-E ~.,,..,------++-----',-.J.,----E ---jc::::_---==4-,~+---~~CONTRA===cr=OR==SHAU.===NO==r=sr=OCKPLE====CXll==TOP==(J"==lllE=====; ,6..-1-,\~/"7"-_----.---~---;,;□-l"" t ........ ,----:□::-s:it-rlr1rl,..;..:...-.___;:<a.ry-'-i111,,.,m,r'·-+,~-'-1''~'~-~1.,r:_-~:,-.,~~~7~•"□"'□:;"T----,ur-::o:-------h□=rl..::.,i,r b I I • --L_ ... □ □ LL¥' -,,-'--l------,-/o-+-0-1--,----~, ( l I / 1,1/ □ .... ..,,.. ~ """'~·CTOR SHAU. PRO CCES8 0 -'J;< I Tr,_ I ,..,,_,. I c,. , /J ¼.J,)" "\ [ ~ ~.-~----~~-i•c'I-,-------+..,-'='---□---"'--.-"'b-.,--;_,±a,..=., •. ,::c:, /" I VALVE ..... ~....,..,""' VEE A T a_ t ,..,, "\ , , ·, -r -"' V 1DE VALVE CONTRACTOR SHAU. PROTECT 1DE VALVE ti tr·,........l.~TW T -=:ir -t-_ -~ -~~E:l,q;_,...di'\'1"'\.,,. ... rr-,--r.J-,===~uIT_I 1 1 1 '--1-.....L...-7'~r .~-i ;;~::J rr ~---~-===-s~:tF:___Fa~~-l>"i u:.., 'Cc(: v :.i --A PLACE I I \ I I \ 110 BAY AVE I V 302 ANADE AVE -"I ..... -r-A I' 11 Is V '1 I. r~;;\~w ~ il r ~~;;xc·~w V" ~ ~ :=E~ __, c; w =,, : '. z ~ Le~~ : ~ : : : ~< : ~~~~ili ~ : : ~o : :in ~3:~~(L 1 ~~ I I I ~o ;g,~~ I Nm~~~t5 ~~ 1 I ~Cf t ~~ ~~q~=~ vu coo (/)8:N ~in~~~~ ..... o 11 I 1;1 : ~ 51 ~ J ~ ~ ~: i ~ ~ ~ : ANADE A VENUE : I~ ~~ ~ : ! ~ ~ ~ g ~ ~ ~ 1 ~ I : 56 ~ c;, ~ _, i)l :5 iJi 57 I I I 56 ~ I 50 57 : : 304 e, 50 306 308 310 : 312 314 316 : 318 : 320 322 ° : 324 326 : I I I I I I 11 1 ~ ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE If I I I , I I I I 111 "' l~I 'I EDGEWATER PL 0 10 20 40 60 ----- SCALE: 1" = 20' 80 I N 0 N ...... "' N ~ 0 0 D V1 ,.._ 0 z/ 0;; F" !PlmSPREPWlEDl~------=~=-----r------i----~-----r-~---------~-IREVIE~----i-------------~ub :,•· L ' "''"' "'""""' ~ Cannon h~:';~1, ""'6l.H Ii 31 1;~ ~8 These Record Drawings hove been prepared based on information submitted, in port, by others. While this \\[ NO. csa420 ,, PATRICIA S. KHARAZMI, PE ~ ~ --~bllDi!. ~r~~~~a;;o:~~s~~~~v~hi~~ ~0 ~e~~~~e, b~~~ i~fc:C~~~~[!d Bi~~~\~ses~o~I:~':;~~si~lere:o~ltits accuracy, nor for UNDER THE~~F: 11118119 •,s,~~ o~'~';.. 1 ~0'1--~..,• DESl~~:f~M/NP DRA~';DM/NP & ASSISTANT Cl\1L ENGINEER f------------------------:-_-_-_-_-_-_________________ --!_, ; I Callbalw&J111111g. GARY ESS~---,R,..,.C,.,.E=-.""5cc8-,-42"'0,--~D,,...A'"'T=-E CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS APPROVED DATE:_l_l/~1-8~11-9-----SHEET OF ~), ._ _______ _., __________________________________________ _._ _________________ ..._ ________ _._ ___ ....a,GSa.i..._....;.11~/~18~i~~1~9L.-_·..._ ___ ..... ___________________ ...... ___ ..._ _________ _._ _____________________ _._ _______ ~8~ 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S C-7184-2 CONCRETE STREET PAVEMENT RECONSTRUCTION 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS STORM DRAIN PLAN - MONTERO AVENUE EAST BAY AVENUE TO EDGEWATER AVENUE ” 13 RECORD DRAWING8-13-21 . \ 1----------5 -I 282.68 LF 12" PVC PIPE SD, S 0.10% ' 136.47 LF 12" PVC PIPE SD S 0.25% Q10 0.53 IFS > -010 1.18 CFS [C"O~TRACTOR S~"01i'rOCE7"O-rlECD-vERIF'i'TO·c;,;1ro~) , ASSUMED LOCATION OF EXISTlNG \l:ot.tMUNICATION TELE"1SION AND ELEC ICAL UTIUTY . &---+---------------jf---------------1 I\ 5 ------1 GENERAL NOTES 1. IF VERTICAL CLEARANCE BETWEEN PIPES IS LESS THAN 12 , PROVIDE SLURRY FILL BETWEEN PIPES. CLEARANCE SHALL BE 6 INCHES MINIMUM. CONSTRUCTION NOTES @ CONSTRUCT 12" PVC (SDR-35) STORM DRAIN PIPE PER DETAIL B ON SHEET 2 FOR CONCRETE BACKFILL. @ CONSTRUCT JUNCTION STRUCTURE PER CNB DWG. NO. STD-310-L ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB INLET TYPE OS PER CNB DWG. NO. STD-306-L. @ CONSTRUCT PCC LOCAL DEPRESSION PER CNB STD-304-L (L=3.5'). @ CONNECT NEW PVC PIPE TO EXISTING CONCRETE CATCH BASIN PER MODIFIED CITY OF NEWPORT BEACH STANDARD PLAN STD-303-L ON SHEET 3. @ REMOVE AND RECONSTRUCT AFFECTED PORTIONS OF LOCAL DEPRESSION, TO NEAREST JOINT PER CNB DWG. NO. STD-304-L. DRILL AND INSTALL 12" LONG #4 DOWELS (EPOXY-COAllED DO'NELS) AT 12" O.C. EMBED HALFWAY IN ADJACENT PCC GUTTER. 1----------------f--------------+-------------+-----<~-CONTRACTOR-SHALlc-f'OnlOLE-TO ~IELD-VERll"Y-LOCA:rJON;J-------+------------f--------------+-------------+-------------+--------------+-------------+------------1 INSTALL STORM DRAIN CLEANOUT PER DETAIL 56 ON SHEET 4 PROFILE SCALE: INSTALL 12" DOUBLE WYE. USE ADDITIONAL FITTINGS AS NEEDED FOR INCOMING PIPE ANGLE. l----------------f--------------+-------------+-------------+--------------+-------------+-------------l------------+------------+-------------+----------------1 • I I I \ ALLEY 11+00 12+00 13+00 HORIZ: 1 "=20' VERT: 1''=4' 14+00 15+00 ALLEY EDGEWATER AVENUE ,. I ~T 115 FOR PROPOSED STOFN DRAl,I LATERAL CONTRACTOR SHAU. NOT STOCKPLE CXII TOP OF 1llE VALVE MAJlllOLE. CONTRACTOR SHAU. PROVIJE ACCESS TO 1DE VALVE CONTRACTOR SHAU. PROTECT 1DE VALVE ti PLACE 0 10 20 40 60 ----- SCALE: 1" = 20' 80 I ... <O - N 0 N ;:;- ~ <O 0 "' • "C ci "' ~ 0 E N 0 D V1 <O 0 z/ 0;; F" !PlmSPREPWlEDl~---=~=----r------i----~---r-~---------~-IREVIE~----i-------------~ub :,•· L ' "''"' "'""""' ~ Cannon h~:';~1, ""'6l.H Ii 31 1;~ ~8 These Record Drawings hove been prepared based on information submitted, in port, by others. While this \\[ NO. csa420 ,, PATRICIA S. KHARAZMI, PE ~ ~ --~:IIDL!. ~r~~~~a;;o:~~s~~~~v~hi~~ ~0 ~e~~~~e, b~~~ i~fc:C~~~~[!d Bi~~~\~se5~o~1:~':;~~si~lere:o~ltits accuracy, nor for UNDER THE~~F: 11118119 •,s,~~ o~'~';.. 1 ~ 0 '1--~..-• DESl~~:f~M/NP DRA~';DM/NP & ASSISTANT Cl\1L ENGINEER f-------------------------:-_-_-_-_-_-_________________ --!_, ; I Callbalw&J111111g. GARY ESS~-----,R,-,.C,..,_E=-_...,6cc8-,-42"'0,--~D,,..A'"'T=-E CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS APPROVED DATE:_1-11~1-8~11-9-----SHEET OF ~ )-._ _______ ___. __________________________________________ _._ _________________ .._ ________ _._ ___ ....a,GSa.i..._....;.11~/~18~1~~1~9,__· _._ ___ ___. ___________________ ...... ___ _._ _________ _._ _____________________ _._ _______ ~ 8 ~ 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S C-7184-2 CONCRETE STREET PAVEMENT RECONSTRUCTION 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS STORM DRAIN PLAN - ALVARADO AVENUE EAST BAY AVENUE TO EDGEWATER AVENUE ” 14 RECORD DRAWING8-13-21 z1S )-(',,I ............... z ~ -::t L,J.._, --z e~e~ t-----------t-------------+---------1 -ii,l-;t w~-------------+----------------lf----------------+------------+--->--I --::::>-----+--------------+-------------+-------+-~~~---l --+-----------1 ee~ > ~"~~~o (fl 1--------------f-------------+---------~--z z 6 (I')_~>>> >-----+--------------+-------------+-------+-~------1-+----------1 oLO-->I~~~~~ ~ Vl f:'!>>> ...J_±:.c; : ; 1--------------f-------------+---------->+I,~~~~ <~~~NN-----+--------------+-------------+---------1 ..... ~-~---~-+----------I -:::;:!+22:1 (/)..................... -0>- 1--------------f-------------+------------«-:::~ ~ ~ ~-<CD io iri W o .------+ i'l----,-+----------1 v, ~ PROPOSED FS AT ST ft _, ,_ __ u, _ - t-----------f------1 Q -------+-----------"'1,,;{0'l 0) 'cn -------------+----------------jt--------t------,,=, U Ill"¢'¢ "¢ "¢ ~ ~~-~ ------t-+-1 Q --------1 _, ,-,., ,., ,., cXISTING-FS-AiS, r-- u en'¢"¢·' ··or--. 1------------t--------------,---------------1t------,--------------,----------------i------,-----i---------+----------------1---t--+--------,---------------,----------------,----------=J>l~-<0-l")----,-+----------1 < (/) (0 -ti • ' • "' I' 1-------------->-------------+------------t--+----i--------------t----------------t--------------+----------------,---;---,--+-------,------------+-----,,,~-d'-1-----------t------~'----~,---i-------------1 > t-----------t------S -------+---------,l-t===t============~=======;:22;3~.3~2~LF~12~"~.P~V~C~P~IP~E~S~D~.~S~0.~10~%~=====1=============t===r==+-+=======4-------------+---==l===~,r=====l======dl--lk~-=---_--<!+-s -------l 153.74 LF 12" PVC PIPE SD, ~ 0.25% ~ mo 0.85 CFS -Q1 O -1.45 CFS l-------+-------1---------+--------+-------+--------+-------+--~-----l---------+~._Lp,,,,-/ . ~ I _,A::S::SU::M:::E:':D::::L::O::C:::AT::IOj:N::::::':O::::F :::E::Xl:::STI::::N::G':::jW!5ATij'Ei;l;R.uITTIEL:]ECTC1RWNIC:JA'tiL'ifATIN!tID::".'h-1~~-=========~---d_!~~~~~~~~E;~c .!_:1-2~"j P;IP~E~siD~,j s;i3~.-5~%-_:-_J::'.~~--_-_-_-__ j_,~~---_-_-_-_-_-_-_-_-_-_-_--1--1 1------------>-------------+-------------+-------------+-------------+--------------+----------------1---+'----------+-----_,,rmAMUNICATION-llTlbl-- (CONTRACTOR SH, LL POTHOLE TO FIELD VERIFY LOCATION PROFILE SCALE: l--------------f-------------+-------------+-------------+-------------+--------------+----------------j------------+------------+-------------+---------------1 10 00 11+00 12+00 13+00 I I I I I I 309 I 311 I 313 I ALVARADO PL ALVARADO PL ALVARADO PL I I I 319 ALVARADO PL I I I I I I I I I I I I -I I I II " r - 0 //~ '.l/ '-~ II ~ /7~ "'_... \~ ( '::':I s::-i I t: I I I I I I I I AL~ ARADO PL!,ACE I I I I I I 312 I I ALVARADO PL I I I 314 I I I 316 I 314 1/2 I I I ALVARADO PL I 318 ALVARADO PL ALVARADO PL I I I I I I I I 14+00 I I I I I I I I 327 I 329 ALVARADO PL ALVARADO PL I I I I I I I I I I I I I I I 207A 320 EDGEWATER PL ALVARADO PL 207 EDGEWATER PL 15+00 205 EDGEWATER PL /\ I 54 / I I I I ' I I I HORIZ: 1 "=20' VERT: 1''=4' EDGEWATER AVENUE . I I I I I I I I I I ~ ~ I -- - GENERAL NOTES 1. IF VERTICAL CLEARANCE BETWEEN PIPES IS LESS THAN 12 , PROVIDE SLURRY FILL BETWEEN PIPES. CLEARANCE SHALL BE 6 INCHES MINIMUM. CONSTRUCTION NOTES @ CONSTRUCT 12" PVC (SDR-35) STORM DRAIN PIPE PER DETAIL B ON SHEET 2 FOR CONCRETE BACKFILL. @ CONSTRUCT JUNCTION STRUCTURE PER CNB DWG. NO. SlD-310-L ON SHEET 4 . @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB INLET TYPE OS PER CNB DWG. NO. STD-306-L. @ CONSTRUCT PCC LOCAL DEPRESSION PER CNB SlD-304-L (L=3.5'). @ CONNECT NEW PVC PIPE TO EXISTING CONCRETE CATCH BASIN PER MODIFIED CITY OF NEWPORT BEACH STANDARD PLAN STD-303-L ON SHEET 3. @ REMOVE AND RECONSTRUCT AFFECTED PORTIONS OF LOCAL DEPRESSION, TO NEAREST JOINT PER CNB DWG. NO. SlD-304-L. DRILL AND INSTALL 12" LONG #4 DOWELS (EPOXY-COATED DOWELS) AT 12" O.C. EMBED HALFWAY IN ADJACENT PCC GUTTER. @ INSTALL STORM DRAIN CLEANOUT PER DETAIL 56 ON SHEET 4. I ~T 115 FOR PROPOSED STOFN DRAl,I LATERAL CONTRACTOR SHAU. NOT STOCKPLE CXII TOP OF 1llE VALVE MAJlllOLE. CONTRACTOR SHAU. PROVIJE ACCESS TO 1DE VALVE CONTRACTOR SHAU. PROTECT 1DE VALVE ti PLACE 0 10 20 40 60 ----- SCALE: 1" = 20' 80 I "' "' " 0 D V1 "' 0 z/ 0;; F" !PlmSPREPWlEDl~-----=~=----r------i----~-----r-~---------~-IREVIE~----i-------------~ub :,•· L ' "''"' "'""""' ~ Cannon h~:';~1, ""'6l.H Ii 31 1;~ ~8 These Record Drawings hove been prepared based on information submitted, in port, by others. While this \\[ NO. csa420 ,, PATRICIA S. KHARAZMI, PE ~ ~ --~:IIDL!. ~r~~~~a;;o:~~s~~~~v~hi~~ ~0 ~e~~~~e, b~~~ i~fc:C~~~~[!d Bi~~~\~ses~o~I:~':;~~si~lere:o~ltits accuracy, nor for UNDER THE~~F: 11118119 •,s,~~ o~'~';.. 1 ~0'1-~..-• DESl~~:f~M/NP DRA~';DM/NP &, ASSISTANT Cl\1L ENGINEER f-----------------------:-_-_-_-_-_-_________________ --!_, ; I Callbalw&J111111g. GARY ESS~-----,R,-,.C,..,_E=-.--,6cc8-,-42"'0,--~D=-A'"'T=-E CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS APPROVED DATE:_1-11~1-8~11-9-----SHEET OF ~ )-._ _______ ___. __________________________________________ _._ _________________ .,__ ________ _._ ___ ....a,GSa.i..._....;.11~/~18~1~~1~9.__· _._ ___ ..... ___________________ ...... ___ _._ _________ _._ _____________________ _._ _______ ~ 8 ~ 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S C-7184-2 CONCRETE STREET PAVEMENT RECONSTRUCTION 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS 15 EAST BAY AVENUE TO EDGEWATER AVENUE STORM DRAIN PLAN - LATERAL PROFILES RECORD DRAWING8-13-21 20 ~---~------~-----~------~------~------~-~20 1-----+---------+---i~~----~ -,.----... 0(0 VW 1-.-151-----+---------t----!-<S>-r--z -+---------,f----ttrn ,,....._~-+--------+-----1 15 ~..:JID........, ~~~ .-LL 1-·n .. 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MONTERO STORM DRAIN LATERAL 2 SCALE: HORIZ. 1• = 20'; VERT. 1" = 4' + 0 D V1 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS SIGNING AND STRIPING PLAN 6TH STREET AND ANADE AVENUE 16 RECORD DRAWING8-13-21 EAST BAY AVE ST i II • I \ \ \ 106 \ BAY AVE I I \ I I \ I I \ 23 ' m ' z Cl /Ji [7 23 20 305 ANADE AVE 110 BAY AVE 23 < ' D • 20 II "' II _J 20 302 ANADE AVE D I I _J 7 (20') (20') BALBOA BLVD (100') (80') ST i INT 10+00.00 6TH ST= 14+19.67 BALBOA BLVD (80') (100') 11+00 ~ 0 LO ~ ~ ,.._ ~ -in~ STREET i 601 603 605 BAY AVE 12+00 23 ':..: ' z (!) iJi D 20 L=3' 20 =3' EAST BAY AVE I (25') 0 -N t-----:ii_ //,,_,,..--,~-.....,L----=--10 ~ :;;;-·i --,--,,-....,,□,...•='""----r--:,,..-'--',..---------.-----~ ....... ~ ,__+=-+-+-~ DD ---- w ;.... II :::;; ...J <( -/ z I l >-LO VJ °' 20 l 1 N 23 'a:, ' z 23 (!) iJi in -II _J 520 20 BALBOA BLVD I EX R/W I I I I ALLEY EX CF EX R/W 'a:, 521 BAY AVE ' z (!) iJi 23 p CONSTRUCTION NOTES @ PAINT RED CURB. LOCATION TO MATCH EXISTING. LENGTH AS SHOWN ON PLAN. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE (STOP LINE) PER CAL TRANS STD PLAN A24E. LENGTH AS SHOWN ON PLAN. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING "STOP" PER CALTRANS STD PLAN A24D. @ REPLACE EXISTING SIGN (TYPE PER PLAN), POST AND FOOTING IN-KIND. @ INSTALL NEW SIGN, POST AND FOOTING. SIGN TYPE PER PLAN. DISPOSITION NOTES (I] PROTECT IN PLACE EXISTING IMPROVEMENT (TYPE PER PLAN). [fil REMOVE EXISTING IMPROVEMENT (TYPE PER PLAN). GENERAL TRAFFIC NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS , THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2015 EDITION AND ALL SUPPLEMENTS, THE CAL TRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), DATED JANUARY 2014 (REVISION 3), THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKING AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214 -"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF THE TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN {EXCEPT R26 OR R28 SIGNS). SEE CITY STANDARD DRAWING NO 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING. 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 9. R81 (CA) SIGNS TO BE 12"x8". ALLEY ALLEY EDGEWATER AVE 10. INSTALL BLUE REFLETIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L. I ;.... II _J 307 309 311 313 315 317 319 321 323 325 ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE ANADE AVE I& I I & 20 ~}"--~r'i'1-:___:_~~~~rl,-~__j~V--! I ':..: 327 329 ANADE AVE ANADE AVE 20 ;,, II 107 109 105 -' EDGEWA lER PL p ' <( ' z (!) /Ji x w .~ . ~ ! I F _l i'.§ /~--/,--,--,.---,' I \---li!o;,-.,~11i1-------+....l....--~....l....--!.,-.J.....J ...... 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IF ALL ITEMS CANNOT BE REMOVED AND CLEANED FROM THE EXISTING SIGN THE SIGN SHALL BE REPLACED WITH A NEW SIGN OF THE SAME TYPE AND DIMENSIONS. 13. ALL EXISTING RED CURBS SHALL HAVE EXISTING RED PAINT REMOVED TO THE SATISFACTION OF THE ENGINEER OR HIS REPRESENT A Tl VE. SIGN LEGEND: 24" STOP R1-1 R6-2 R3-2 R5-1 18" X 24" ONE WAY (RIGHT) 24" X 24" NO LEFT TURN 24" X 24 DO NOT ENTER ST NAME STREET NAME SIGN PER CNB DWG. ' PARKING 830 1230 AM" PM TUESDAY • • STREET SWEEPING R30(CA)-1 1211 X 18" SIGN "A" NTS 40:.__ __ __:,60 SCALE: 1'' = 20' t PARKING 830 1230 AM" PM MONDAY • • STREET SWEEPING R30(CA)-2 1211 X 18" SIGN "B" NTS 80 NO. STD-915-L sl "' C C "' iii I "- "' 0 0 z / 0 1;, Fm IIP~L~AN~SiPIPR~EPPAIAR~EDDEBNY~:-----=-;;;==----7--------,---------,-T---7------------------,---r RRFE~vi1E~WEFrD~:------,-----------------------------t~f ,-cannon ~: " > w --"' ;:!- 1 r c sc Record lJrcwin~s rT1c been pr-::;pJrcd Jcscd c,~ ·n~orMction sL.J11·~tcc, i1 part, by othcs. Vhi c this 1----+------+------------------+------j ~~ ~ ~ ·,.'·::nnc,ior' is :xl"<.:·.,,cc lo Jc rc.Jubc, (';",yo· [\c-.•1i:::or, E::::::.:c1 ·'3 r1·J, ·::::::pon3ibc IC-r ,:., 1ccL.rccy, "Or o· CITY TRAFFIC ENGINEER i---------------------~~---------1~€ c:1=~-errws o· omiss·orc wh ch mo; hce cser ir,corporc+eo nlo :hese p J1s os c ·esulc _ _ 11118119 DCEHSEIC~KiEEDiM NP □ 0 RAATE~.i: OM NP Lr-, II . ".o ;a 1-----------1 ~": ._ _____ ·------------------------------------------------'-G_A_RY_Es_s_-_A_A_._so_L_so_N_A ___ R_.c_.E_._68_4_2_o __ DA_rr_ ..... ________ 1-__ ,_G~S;:.i... __ 1~1~1~8~1~9 .... N_o_ ...... _□_A_TE_...J._□E_s_c_R1_PTI_□_N_□_F_RE_~_s_1o_Ns ___________ ~A_P_P_Ro_v_rn.J..D_A_TE_, __ ~_~ __ -_✓ ___ ...J.. ____________________ ...J.._s_HE_E_T ___ oF __ J8? 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6098-S CONCRETE STREET PAVEMENT RECONSTRUCTION C-7184-2 16842 VON KARMAN AVENUE SUITE 150 IRVINE, CALIFORNIA 92606 P 949.753.8111 F 805.544.3863 RECORD DRAWINGS SIGNING AND STRIPING PLAN MONTERO AVENUE AND ALVARADO AVENUE 17 RECORD DRAWING8-13-21 BAY AVE \ I \ ·,.__ ~ II ...J \ I \ I \ • 0-- ...J n. :\! < <( Cl:'.>--½'-;; <( ...J [D ' <( LO D N 0 <D □ "N + +LO D ~ ~ II LZL l'lb■I• CalbafM,aull8, ~ II ...J I i \114 I I \ 118 BAY AVE 23 ALLEY 305 307 MONTERO AVE MONTERO AVE 309 311 313 315 317 MONTERO AVE MONTERO AVE MONTERO AVE MONTERO AVE MONTERO AVE 319 321 323 325 327 MONTERO AVE MONTERO AVE MONTERO AVE MONTERO AVE MONTERO AVE 20 ALLEY 115 117 121 EDGEWATER PL EDGEWATER AVE 20 23 • < I • i :« :0 : 0 : 3 LJ 23 1,:3 a:: z II II , EX jiW 1, -:.,. co L ,:::i:i..B1~""<:'."~-f,7-'f--,-,---{--h --:-'!--~+--llir-_.,.."""l"'A-k..-!!.l~~~--~~==a,;,~~-~~~===;;~.,,....._,~~~~--.J...J!__~~-L-~!,!,,.;-\.,~:,,...=""'....,v~....J!;L;;;;;-.;;.,o1a-.:c--.s-:.,.-~=F~°"v1d.. _c.1e1ir£t:::-=:j==~~::-~~...l!!IIL.__~---:::-----1.l~--1---.!\1---l.-_L ____ :---'--:11 f--.--:f~~~-.c11 □ □ D D ~ I □I i I \ I I \ I I \ ' rn ' z " in x w p 120 BAY AVE 301 305 '-'-----~• 1---+''-+:...._ __ □_o:...._ ____ +-....:...._----""':...._~,;,_~-~-+------""':........t.~,;,_----=-0------0 __________ L_ ____________ --'=-..:e..__.:....__.ll~Y. • i~ [Q] [Q] ~ 11+00 ~ ---1---10 I() ~ 1-- .::::. __ ~I-ST_i __ ~ ■ D 23 308 310 312 MONTERO AVE MONTERO AVE MONTERO AVE 307 309 311 ALVARADO PL ALVARADO PL ALVARADO PL 12+00 314 MONTERO AVE 313 ALVARADO PL ~ I I I MONTERO AVENWE I I I I 316 318 MONTERO AVE MONTERO AVE 315 317 ALVARADO PL ALVARADO PL 13+00 ~ n z " in 23 320 322 324 MONTERO AVE MONTERO AVE MONTERO AVE 319 321 323 ALVARADO PL ALVARADO PL ALVARADO PL 326 MONTERO AVE 325 14+00 328 • rn ' z " in 23 MONTERO AVE 327 ALVARADO PL ALVARADO PL 330 MONTERO AVE 329 ALVARADO PL ALVARADO PL ALVARADO PL 23 20 23 ~ = II =<f.. 11+00 ---1----12+00 13+00 14+00 I I I I I I I I D 1, 123 EDGEWATER PL ALLEY I I I 205 15+00 • [D • z " in 23 I EDGEWATER PL I I I I I I ·~ I ~~ 'in "' II ...J 20 I I \ I CONSTRUCTION NOTES @ PAINT RED CURB. LOCATION TO MATCH EXISTING. LENGTH AS SHOWN ON PLAN. @ INSTALL TI--IERMOPLASTIC 12" SOLID WHITE LIMIT LINE (STOP LINE) PER CALTRANS STD PLAN A24E. LENGTI--1 AS SHOWN ON PLAN. @ INSTALL TI--IERMOPLASTIC WHITE PAVEMENT MARKING "STOP" PER CAL TRANS STD PLAN A24D. @ REPLACE EXISTING SIGN (TYPE PER PLAN), POST AND FOOTING IN-KIND. @ INSTALL NEW SIGN, POST AND FOOTING. SIGN TYPE PER PLAN. DISPOSITION NOTES [EJ PROTECT IN PLACE EXISTING IMPROVEMENT (TYPE PER PLAN) . SEE SHEET 16 FOR GENERAL TRAFFIC NOTES. I EDGEWATER AVE SIGN LEGEND: 24" STOP R1-1 R6-2 R3-2 R5-1 18" X 24" ONE WAY (RIGHT) 24" X 24" NO LEFT TURN 24" X 24 DO NOT ENTER ST NAME STREET NAME SIGN PER CNB DWG. NO. STD-915-L ' PARKING 830 1230 AM" PM TUESDAY t PARKING 830 1230 AM" PM MONDAY ---------:_;u - - - -/ D D D • • STREET SWEEPING • • STREET SWEEPING (I I I I I I I I I I i ' [I] ' II z " in 20 23 206 BAY AVE r; ___ -_-~-r ~ -:.,. II ...J 20 304 ALVARADO PL I .!\ I I 20 I I I I I I ALLEY I I I I I EX R/W 306 I ALVARADO PL I I E F 308 ALVARADO PL J------r-------,' ijo 310 310 1 /2 ALVARADO PL .'I-r- 312 ALVARADO PL 0 I= ;§ 314 314 1/2 I I E:3 IL 316 ALVARADO PL ALVARADO PL I ALVARADO PLACE 0 i:: :r -11 I <'.l I I rl 318 ALVARADO PL 320 ALVARADO PL 322 ALVARADO PL I I I 324 : ALVARADO PL I ALLEY I I I I I I I I I E=3 ' ___ ...,../)c..;,I ·; 207A EDGEWATER PL in 23 207 EDGEWATER PL I I I I I I I I I I 0 10 20 R30(CA)-1 1211 X 18" SIGN "A" NTS 40 ____ 60 SCALE: 1'' = 20' R30(CA)-2 1211 X 18" SIGN "B" NTS 80 sl "' C C "' iii I 0. 1/) .a 0 z/ 0 1;, Fm IIP~LArAN~S~P~REFEP~AITTRE~DEB~Y::----=:;;;;;;;;;=---T-------T--------,-,---,----------------,--TRiRE~V~IEWIWE~D~:-----,-------------------------1~f r cannon ~; These Record Drawings have been prepared based on information submitted, in part, by others. l'l?lile this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. GARY ESS '., A. S0LS0NA 11/18/19 R.C.E. 68420 DA TE "' ;!- ·--th~~ ~ ~ 1---1-------11------------------t----, ANTONY@p[ ~~ >/ CITY TRAFFIC ENGINEER 1--------------------~---------1 ,'.: ~ DESIGNED: DRAWN: ',' I'! 0 JD OM NP JD OM NP L.D. w~ CHECKED: GS DATE: 11 18 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: II -.,2o -/2 1--S-H-EE-T--□-F----1 ii _________________________________________________________________________________ ....._.....__ ...... ___ ...._ _______________________________ ...._ ________________________ _ RECORD DRAWING8-13-21 11/18/19 C AN/ BUS 5 DIA REV 3 POL CAP 13 30 --65- 125 S.F. 3 0 5 ° 307 0 c, V (J) (J) 1 I I w . -r :::> l z "' • C, w V I > I I I <( ' _j >- ffi ffi <( co >--ou (BAY AVENUE) ffi LANDSCAPE PLANTINGS PER OWNER ffi A OS C OS COP REP 7 AN/ BUS 5 LIMPER 6 DIA REV 3 POL CAP 19 POL CAP 13 313 105 315 87 S.F. S.F. A N A I I --7---~-~ ~--+--___..,., I t---------+------1 I C AN/ BUS DIA REV POL CAP 317 5 3 13 87 S.F. ffi LANDSCAPE PLANTINGS PER OWNER 11 1 0 ~2~-1 302 ;~_ 314 316 73 0 S.F. 3 0 4 i~. 3 0 6 :~. A COP REP LIM PER POL CAP ANADE AVENUE PLANT LEGEND TREES AND PALMS BOTANICAL NAME SYMBOL COMMON NAME 0 -BETULA PENDULA EUROPEAN WHITE BIRCH ~ --HOWEA FORSTER/ANA KENTIAPALM ..lli {" "' ), 8 7 21 0 -LAGERSTROEMIA IND/CA 'IND/AN TRIBE' ~ '") CRAPE MYRTLE "' .. ' ·, i A COP REP LIM PER POL CAP SIZE r 36" BO 36" BO 36" BO ' " , 6 EXISTING TREE OR PALM TO BE PROTECTED i RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors of omissions which may have been incorporated into these plans as a result. ._111.r,b1l1111. Cd11 1£3,-11g. A 5 COP REP 3 LIM PER 13 POL CAP TOTAL TREE COUNT, THIS SHEET ONLY ~ • -& 12 • 45 9 • • 2 • • . . . . , ffi B OS A OS C 6 CRAARB 3 COP REP 5 AN/BUS 5 DYMMAR 8 LIM PER 4 DIA REV 16 SETPUR 13 POL CAP 12 POL CAP SHRUBS & GROUNDCOVERS BOTANICAL NAME ffi KEY COMMON NAME r AN/ BUS , ANIGOZANTHOS 'KANGA ORANGE' ) I KANGAROO PAW " CRAARB CRASSULA ARBORESCENS SILVER DOLLAR PLANT DIA REV DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY DYMMAR DYMOND/A MARGARETAE 'SILVER CARPET' SILVER CARPET LIMPER LIMON/UM PEREZ// ffi SEA LAVENDER POL cAP 1r ARMER,;. MARi T,MA -- ............... ---~ } SEA THRIFT SETPUR SETCREASEA PURPUREA PURPLE HEART COP REP COPROSMA REPENS (BAUER/) 'MARBLE QUEEN' VARIEGATED MIRROR PLANT OS 5 4 13 SHRUB &GC PALETTE C B C B A A&C B A A (J) B OS COP REP 6 CRAARB 2 LIM PER 5 DYMMAR 7 POL CAP 16 SETPUR 11 ill TOTAL SHRUB &G.CCOUNT, THIS SHEET WATER CONTAINER SIZE ONLY USE COMMENTS r --. ffi 41 -#5-#1 MOD/MED 0.5 #5 17 VERY LOW 0.1 #5 26 LOW 0.2 #1 49 LOW 0.2 . ffi 45 LOW -1B #1 0.2 242 LOW #1 0.2 #1 76 MOD/MED 0.4 #1 54 MED/LOW 0.3 NOTE: SEE MASTER PLANT LEGEND, SHEET LP.4, FOR PROJECT TOTAL PLANT QUANTITIES. -IND/CA TES AREAS TO BE LANDSCAPED (SHRUB, GROUND COVER AND MULCH) LANDSCAPE NOTES KEY DESCRIPTION <D NO LANDSCAPE OR /RR/GA TION IMPROVEMENTS PROPOSED AT THIS ADDRESS. PLANS PREPARED BY: Londooapa Arohitaoh And Park Plannara """'"""c-""'~""'°""" 101 Kolm" l:lm, O,b MO """"'""''° -C..M_CA.,,... C.-~·"""""" 714.841.1300 "".,..,~,.,o "'-""'·'"'-""-"""~"'''""'"'~ UNDER THE SUPERVISION OF: DESIGNED DRAWN GV DT 11.19.19 CHECKED DATE DATE GV October 14, 2019 ffi LANDSCAPE PLANTINGS PER OWNER 318 105 S.F. C OS AN/BUS 6 DIA REV 4 POL CAP 15 ffi ffi B OS CRAARB 3 DYMMAR 9 SETPUR 13 325 0 327 94 S.F. (J) I I I ' ffi B s CRAARB 3 DYMMAR 10 SETPUR 16 329 105 S.F. (J) 11091°1 (EDGEWATER AVEN E) ' r I w => z w ------l ___ ---=--=------I -----I > <( E 320 BO S.F. A OS B COP REP 5 CRAARB LIMPER 5 DYMMAR POL CAP 13 SETPUR ffi INDICATES STREET ADDRESS INDICATES SELECTED PALETTE PLANT KEY (SEE LEGEND) ABBREVIATIONS O.C. ON CENTER -I • • • • I ' ' I ' _____ _._, -~--------, I C ffi -, --t i --" 3 2 6 ° <D Tl I 3 AN/ BUS 5 11 DIA REV 3 15 POL CAP 13 1 1 1 A xxxxxx xxxxxx xxxxxx xx , ' INDICATES AREA OF S.F. fi""\ LANDSCAPE IN TOTAL ~~ SQUARE FEET I L LANDSCAPE KEYNOTE (AS APPLICABLE) 1-PLANT QUAITTITIES • I / I/ V ----- ---~ - - - -------,i UE) ffi II II II I NORTH> KEY MAP NOTTO SCALE I I I II 0:: w I- <( s w (9 0 w Scale: 1" = 20'-0" n.J 0 5' 10' ',~ Ditl 20' I ,illif , 40' OS HOMEOWNER SELECTED STREET TREE, PALM TREE & SHRUB -GROUND COVER PALETTE PACIFIC OCEAN QTY. QUANTITY S.F. SQUARE FOOT GC GROUND COVER MOD. MODERATE MED. MEDIUM r1i 5}_!$jf$/ BALBOA PENINSULA REFER TO TITLE SHEET FOR GENERAL NOTES REFER TO SHEET LP.4 FOR PLANTING NOTES, LEGEND & DETAILS REVIEWED: PATRICIA KHARAZMI, PE ASSISTANT CIVIL ENGINEER STREET IMPROVEMENT PLANS FOR PAVEMENT REHABILITATION OF AS-BUILTS August 23, 2021 ANADE AVENUE PLANTING PLAN CITY OF NEWPORT BEACH LP.1 NO. DATE DESCRIPTION OF REVISIONS APPD DATE: ANADE AVENUE MONTERO A VENUE ALVARADO PLACE PUBLIC WORKS DEPARTMENT SHEET 18 OF 25 RECORD DRAWING8-13-21 11/18/19 w ::) z w > <( >-<( co (BAY AVENUE) 1 1 8 ° (J) ----------·\ -1-~ ~ • ½, ------------ " --- B CRAARB DYMMAR SETPUR 305 1---- - - - - - - - - - - (BAY AVENUE) ffi BA 3 CRAARB 3 9 DYMMAR 8 14 SETPUR 13 94 307 88 S.F. S.F. • C AN/ BUS 5 DIA REV 3 POL CAP 12 309 88 S.F. I I I A COP REP LIMPER POL CAP 3 1 1 ~--+-------,,1- _ll M 0 N (KENT/A PALM) ffi _ OS C 7 AN/BUS 5 DIA REV 17 POL CAP 100 S.F. 313 0 315 1 T E 0 ------+-- OS C OS 6 AN/ BUS 6 5 DIA REV 5 15 POL CAP 15 105 317 100 S.F. S.F. AV E 319 0 (J) -----I N u ffi <t AN/ BUS DIA REV POL CAP 321 [ __ I E OS 5 3 12 86 S.F. A A COP REP 7 COP REP 7 LIMPER 5 LIMPER 5 POL CAP 17 POL CAP 17 323 105 325 105 327 S.F. S.F. DELETED ffi 0 1 • (EDGEWATER AVENUE) 1 2 1 ° (J) I 1-l I II \_------~-_I~~ ! 1:: ~ » --~ I I I I VI L I -----------. ---\ \\ (EDGEWATER AVENUE) II \ II \ w ::> z w > <( 0:: --w I- <( $ w (.!) 0 w 11201~5;1 3 0 8 ° 13 1 0 312 100 13 1 4 I S.F. 0 31 6 ° (J) l31as~I 322 t. 324 64 S.F. 13 3 0 1123 ° 1 (J) A COP REP 10 LIMPER 9 POL CAP 27 MONTERO AVENUE PLANT LEGEND TREES AND PALMS BOTANICAL NAME SYMBOL COMMON NAME 0 -BETULA PENDULA EUROPEAN WHITE BIRCH --HOWEA FORSTER/ANA KENTIAPALM ) 0 -LAGERSTROEMIA IND/CA 'IND/AN TRIBE' } CRAPE MYRTLE 0 -TRISTANIOPS/S LAUR/NA WATER GUM ( '' ) -EXISTING TREE OR PALM TO BE PROTECTED RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors of omissions which may have been incorporated into these plans as a result. ._111.r,b1l1111. Cdll IL:.:1,-11g. TOTAL TREE COUNT, THIS SHEET ONLY SIZE ffi - - > ' 36" BOX > --5--6 > > ' > ' > 36" BOX > --5--4 > ' -- 36" BOX 5 36" BOX 2 A OS e A @ C COP REP 6 AN/BUS 6 AN/BUS LIMPER 5 DIA REV 4 DIA REV POL CAP 14 POL CAP 14 POL CAP ffi SHRUBS & GROUNDCOVERS TOTAL SHRUB &G.CCOUNT, BOTANICAL NAME ffi SHRUB & GC THIS SHEET CONTAINER KEY COMMON NAME PALETTE s•= ONLY AN/BUS ANIGOZANTHOS 'KANGA ORANGE' C -.15-#1 ffi 33 ~ KANGAROO PAW , CRAARB CRASSULA ARBORESCENS . . SILVER DOLLAR PLANT B #5 16 DIA REV DIANELLA REVOLUTA 'LITTLE REV' 23 LITTLE REV FLAX LILY C #5 DYMMAR DYMOND/A MARGARETAE 'SILVER CARPET' B ffi 50 SILVER CARPET #1 LIMPER LIMON/UM PEREZ/I ffi SEA LAVENDER A -IP.,-#1 ' 39 I POL CAP ARMER/A MARITIMA SEA THRIFT A&C #1 200 ..... ..... .... ..... ..... ..... .... ..... ..... ..... .... ..... ..... ..... .... ..... SETPUR SETCREASEA PURPUREA B #1 81 PURPLE HEART COP REP COPROSMA REPENS (BAUER/) 'MARBLE QUEEN' A #1 47 VARIEGATED MIRROR PLANT B OS 5 CRAARB 3 3 DYMMAR 10 12 SETPUR 16 WATER USE COMMENTS MOD/MED 0.5 VERY LOW 0.1 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 MOD/MED 0.4 MED/LOW 0.3 #\C COP REP 5 LIMPER 5 POL CAP 14 ffi S A B CRAARB 2 CRAARB 2 DYMMAR 8 DYMMAR 7 SETPUR 13 SETPUR 12 ffi I INDICATES STREET--~ 1 1 1 ADDRESS • INDICATES SELECTED PALETTE • • A xxxxxx PLANT KEY (SEE LEGEND) -I xxxxxx xxxxxx ABBREVIATIONS O.C. ON CENTER A OS A OS COP REP 6 COP REP 5 LIMPER 5 LIMPER 5 POL CAP 15 POL CAP 14 ffi xx~ INDICATES AREA OF S.F. LANDSCAPE IN TOTAL ([)~ SQUARE FEET I L LANDSCAPE KEYNOTE (AS APPLICABLE) 1-PLANT QUANTITIES Scale: 1 w = 20'-0" n.J 0 5' 10' NOR7H y KEY MAP NOTTO SCALE PACIFIC OCEAN 20' 40' 1@ ,~ [[J1J i§ t::..i'---/JJJ tJ ~ ,EJ A i,i 1}!, tv.,i!J€'AV(S NOTE SEE MASTER PLANT LEGEND, SHEET LP.4, FOR PROJECT TOTAL PLANT QUANTITIES. OS HOMEOWNER SELECTED STREET TREE, PALM TREE & SHRUB-GROUND COVER PALETTE QTY. QUANTITY S.F. SQUARE FOOT rfll!l &_/!i/Jjj[J,~ -IND/CA TES AREAS TO BE LANDSCAPED (SHRUB, GROUND COVER AND MULCH) LANDSCAPE NOTES KEY DESCRIPTION ([)-NO LANDSCAPE OR /RR/GA TION IMPROVEMENTS PROPOSED AT THIS ADDRESS. (J)-EXISTING TREE OR PALM TO BE PROTECTED. NO NEW UNDERSTORY PLANTINGS PROPOSED PLANS PREPARED BY: Londooapa Arohitaoh And Park Plannara """'"""c-""'~""'°""" 101 Kolm" l:lm, O,b MO """"'""''° -C,-.M_CA.,,... C.-~·"""""" 714.841.1300 "".,..,~,.,o "'-""'·'"'-""-"""~"'''""'""~ UNDER THE SUPERVISION OF: DESIGNED DRAWN GV DT 11.19.19 CHECKED DATE DATE GV October 14, 2019 NO. GC GROUND COVER MOD. MODERATE MED. MEDIUM DATE DESCRIPTION OF REVISIONS BALBOA PENINSULA REFER TO TITLE SHEET FOR GENERAL NOTES REFER TO SHEET LP.4 FOR PLANTING NOTES, LEGEND & DETAILS REVIEWED: APPD DATE: PATRICIA KHARAZMI, PE ASSISTANT CIVIL ENGINEER STREET IMPROVEMENT PLANS FOR PAVEMENT REHABILITATION OF ANADE AVENUE MONTERO A VENUE ALVARADO PLACE AS-BUILTS August 6, 2021 MONTERO AVENUE PLANTING PLAN CITY OF NEWPORT BEACH LP.2 PUBLIC WORKS DEPARTMENT SHEET 19 OF 25 RECORD DRAWING8-13-21 11/18/19 C I 3 o 1 ° I ([) I i 305 0 ([) I -----___ .::, (EDGEWATER AVENUE) I 3 o 1 ° I 3 1 3 ° I 3 1 s O I _I 3_2 3-----=--0 I I 3 2 s O I 3 2 1 ° I 3 2 9 ° I L I i ([) LJi ([) i ._____I-([)~, I i ([) i LJ ([) I I I t,----+----' I '----+---' I I 'I I I 'I I 309 0 ([) 3 1 1 0 ([) :::: 317 0 ([) ' 319 0 (1) 321 0 (.J__ ) 12 o s O 1 ([) ---~-------_1.! -~ ---" ----------/ II // /JJ .:::, < /JJ w ::) ---r------j ']"]., ---r--t , -i, -i -/~-""'.,. ----\--1/i ,~1 -·t i. ---r--t --,---11___ ----r----------------r---lf __ ,_Y ______ ..__ _______________ ,..._ ____ ---'-----+--~'-,"·_-•,',-f-•+-~' _i_,+'---"-•'-L...;...'___..,·_•~l~•--------'--------L,_-------L'------Jl_------... --------l.----✓ .• .....---'d I '--'1 ; ., " ~ ~ z w > <( >- <( m ALVARADO PLACE PLANT LEGEND TREES AND PALMS ' ! ' , " ' -EXISTING TREE OR PALM TO BE PROTECTED \ / "----· RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others_ While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors of omissions which may have been incorporated into these plans as a result. ._111.r,b1l1111. Cdll IL:.:1,-11g. ...-\ -------- 206 0 ([) (BAY AVENUE) A L V A RA D 0 p L A C E n __ _J __ u __ _J ___ ---__j_ __ ~ 13 o 4 ° I ([) 306 ° 1308 °1 ([) ([) SHRUBS & GROUNDCOVERS 3 1 0 ° ([) I 3 1 2 ° I ([) TOTAL SHRUB &G.CCOUNT, BOTANICAL NAME ffi SHRUB & GC THIS SHEET WATER CONTAINER ONLY KEY COMMON NAME PALETTE -·--USE - -- - - - - - - - -- -) AN/ BUS , ANIGOZANTHOS 'KANGA ORANGE' C *#1 ' 7 MOD/MED ... ... ~~G~RQO _PAyv' ... ... ... ... ... ... ... I 0.5 -~-ffi CRAARB CRASSULA ARBORESCENS B VERY LOW SILVER DOLLAR PLANT ---- 0.1 DIA REV DIANELLA REVOLUTA 'LITTLE REV' 4 LOW LITTLE REV FLAX LILY C #5 0.2 DYMMAR DYMOND/A MARGARETAE 'SILVER CARPET' B #1 Ii\ LOW SILVER CARPET ----0.2 LIMPER LIMON/UM PEREZ/I ffi ' 14 LOW SEA LAVENDER A -'#3-#1 0.2 I (~ARMER/A MARlrtMA - -- -) POL CAP A&C 59 LOW SEA THRIFT #1 0.2 SETPUR SETCREASEA PURPUREA MOD/MED B #1 ----0.4 PURPLE HEART COP REP COPROSMA REPENS (BAUER/) 'MARBLE QUEEN' #1 18 MED/LOW A 0,3 VARIEGATED MIRROR PLANT ---r---L_-- r--f---'c--, : IL : I .------, I 314 ° 1316 °1 ------,. --· ' I I 31 8 0 ([) ([) ([) COMMENTS : / I 1320 ' C AN/ BUS DIA REV POL CAP OS 7 4 15 I I : I 3 2 2 ° ([) [ ---• -~ :7 I 1324 INDICATES STREET--J 1 1 1 I xx ,._k __ INDICATES AREA OF ADDRESS "!S.F.~ LANDSCAPE IN TOTAL INDICATES SELECTED PALETTE PLANT KEY (SEE LEGEND) ABBREVIATIONS O.C. ON CENTER • • -I A xxxxxx xxxxxx xxxxxx {[)~ SQUARE FEET 1 L LANDSCAPE KEYNOTE (AS APPLICABLE) I PLAITT QUANTITIES OS HOMEOWNER SELECTED STREET TREE, PALM TREE & SHRUB -GROUND COVER PALETTE QTY. QUANTITY NOTE: SEE MASTER PLANT LEGEND, SHEET LP.4, FOR PROJECT TOTAL PLANT QUANTITIES. S.F. SQUARE FOOT GC GROUND COVER MOD. MODERATE -IND/CA TES AREAS TO BE LANDSCAPED (SHRUB, GROUND COVER AND MULCH) MED. MEDIUM LANDSCAPE NOTES KEY DESCRIPTION ([)-NO LANDSCAPE OR /RR/GA TION IMPROVEMENTS PROPOSED AT THIS ADDRESS. [I LI 2 0 7 A 0 ([) (EDGEWATER AVENUE) 1207 ~3~1 Cc i,.../JJ- J..... ¼ /JJ C!J Q /JJ LANDSCAPE PLANTINGS PER OWNER Scale: 1" = 20'-0" il..J 0 5' 10' 20' 40' NORTHy KEY MAP NOTTO SCALE PACIFIC OCEAN rn ,~ ,~, [111:J .!~ g ii!f:::-i'-rf]j f} 2 "'~~':!§€ // ~ An, I &_1$/i: ~~ BALBOA PENINSULA REFER TO TITLE SHEET FOR GENERAL NOTES AS-BUILTS PLANS PREPARED BY: Londooapa Arohitaoh And Park Plannara """'"""c-""'~""'°""" 101 Kolm" l:lm, O,b MO """"'""''° -C,-.M_CA.,,... C.-~·"""""" 714.841.1300 "".,..,~,.,o "'-""'·'"'-""-"""~"'''""'""~ UNDER THE SUPERVISION OF: DESIGNED DRAWN GV DT 11.19.19 CHECKED DATE DATE GV October 14, 2019 NO. DATE DESCRIPTION OF REVISIONS REFER TO SHEET LP.4 FOR PLANTING NOTES, LEGEND & DETAILS REVIEWED: APPD DATE: PATRICIA KHARAZMI, PE ASSISTANT CIVIL ENGINEER STREET IMPROVEMENT PLANS FOR PAVEMENT REHABILITATION OF ANADE AVENUE MONTERO A VENUE ALVARADO PLACE August 6, 2021 ALVARADO PLACE PLANTING PLAN CITY OF NEWPORT BEACH LP.3 PUBLIC WORKS DEPARTMENT SHEET 20 OF 25 RECORD DRAWING8-13-21 11/18/19 PLANTING NOTES 1. ALL LOCAL, MUNICIPAL, COUNTY AND STATE LAWS, RULES, AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THE PROJECT PLANS AND SPECIFICATIONS; AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ADDITIONALLY, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE 2015 EDITION OF THE APWA, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ("GREEN BOOK''), AND THE PROJECT SPECIFICATIONS. WHENEVER SPECIAL REQUIREMENTS CONFLICT ON ANY SUBJECT MATTER, THE CITY ENGINEER, OR HIS/HER DESIGNATED REPRESENTATIVE, WILL DETERMINE WHICH SPECIAL REQUIREMENTS AND/OR CODES SHALL GOVERN. 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA (DIG ALERT) AT LEAST TWO (2) WORKING DAYS BEFORE DIGGING, EXCAVATING, OR CONSTRUCTION. PHONE 1-800-422-4333 OR 811. 3. THE CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DISCREPANCIES IN AREA CONFIGURATION OR SIZES, OR IN DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTIONS, OR DIFFERENCES, SHALL BE BROUGHT TO THE ATTENTION OF THE CITY ENGINEER, OR HIS/HER DESIGNATED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AND SHALL PERFORM SUCH REVISIONS AT HIS/HER OWN EXPENSE. 4. THE FINISH GRADE IN PLANTERS SHALL BE SMOOTH AND EVEN WITH NO VISUAL SURFACE IRREGULARITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE A SMOOTH TRANSITION BETWEEN EXISTING TO NEW GRADES. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SURFACE DEBRIS INCLUDING ROCKS (OVER 1 INCH DIAMETER) ROOTS, WEEDS, FOREIGN MATERIALS, CLODS, SO THAT AFTER SOIL CONDITIONING IS COMPLETE, THE FINISH GRADE IS THREE (3) INCHES BELOW THE TOP OF CURB AND/OR SIDEWALK. 5. ALL INSPECTIONS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE MANAGER, OR HIS/HER DESIGNATED REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST 48 HOURS IN ADVANCE OF THE TIME THE INSPECTION IS REQUIRED. 6. ALL EXISTING LANDSCAPED AREAS DAMAGED DURING CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CITY ENGINEER. 7. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE CITY ENGINEER, OR HIS/HER DESIGNATED REPRESENTATIVE, BEFORE PLANTING. ALL PLANT MATERIALS DELIVERED ON-SITE WILL BE INSPECTED FOR SIZE AND CONDITION OF ROOT GROWTH, INSECTS, INJURIES, AND DEFECTS. PLANTS NOT APPROVED ARE TO BE REMOVED FROM THE SITE IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS. THE CITY ENGINEER OR HIS/HER DESIGNATED REPRESENTATIVE RESERVES THE RIGHT TO REJECT ENTIRE LOTS OF PLANTS REPRESENTED BY DEFECTIVE SAMPLES. ALL PLANT SPECIES SHALL BE IDENTIFIED WITH NURSERY TAGS WHEN DELIVERED TO THE SITE. 8. STAKE TREES AS INDICATED PER TREE PLANTING AND STAKING DETAIL. 9. THE FINAL PLACEMENT OF EACH TREE/SHRUB/GROUND COVER WILL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE PLANTING. THE CONTRACTOR WILL COORDINATE THIS TASK WITH THE LANDSCAPE ARCHITECT SO AS NOT TO IMPACT THE PROJECT'S SCHEDULE. 10. THE CONTRACTOR IS RESPONSIBLE FOR COUNT VERIFICATION AND IS TO SUPPLY THE QUANTITIES DELINEATED GRAPHICALLY ON PLANS. 11. PLANT ESTABLISHMENT AND MAINTENANCE PERIOD WILL BEGIN IMMEDIATELY AFTER INSPECTION AND WRITTEN ACCEPTANCE OF THE WORK BY THE CITY ENGINEER OR HIS/HER DESIGNATED REPRESENTATIVE. THE PLANT ESTABLISHMENT AND MAINTENANCE PERIOD SHALL BE FOR A DURATION STATED IN THE SPECIFICATIONS. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL PLANT ESTABLISHMENT AND MAINTENANCE REQUIREMENTS. 12. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE SUPPLEMENTAL WATER TO IRRIGATE THE NEW PLANTINGS DURING THE PLANT ESTABLISHMENT AND MAINTENANCE PERIOD. THE USE OF A WATERING TRUCK WILL BE NECESSARY. 13. ALL PLANTING AREAS SHALL RECEIVE WOOD MULCH AT A MINIMUM DEPTH OF TWO (2 INCHES). HOLD MULCH AWAY FROM THE TREE/SHRUB TRUNK BASE, APPROX. 6 INCHES. CONTRACTOR TO PROVIDE A SAMPLE OF MULCH FOR THE REVIEW AND APPROVAL OF THE CITY ENGINEER OR HIS/HER REPRESENTATIVE PRIOR TO INSTALLATION. SEE LANDSCAPE SPECIFICATIONS. AGRONOMIC SOILS TESTING NOTES: UPON THE COMPLETION OF DEMOLITION AND GRADING AND PRIOR TO THE INSTALLATION OF THE IRRIGATION SYSTEM, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FOUR (4) SOIL SAMPLES TAKEN AT TWO (2) SEPARATE LOCATIONS APPROVED BY THE CITY ENGINEER. TWO (2) SOIL SAMPLES SHALL BE TAKEN AT EACH LOCATION: SAMPLE ONE: TAKEN AT GROUND LEVEL TO 10" DEEP SAMPLE TWO: TAKEN AT A DEPTH BETWEEN 24" TO 36". EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH. EACH SAMPLE SHALL BE TESTED FOR SOIL FERTILITY AND AGRICULTURAL SUITABILITY. SUBMIT SOIL REPORT, INCLUDING RECOMMENDATIONS FOR SOIL PREPARATION AND AMENDMENT TYPE AND QUANTITIES TO BE ADDED TO BACKFILL. 1. SOIL TESTING RESULTS SHALL BE SUBMITTED AND APPROVED BY THE CITY ENGINEER. 2. SOIL PREPARATION AND BACKFILL MIX SHALL CONFORM TO THE RECOMMENDATIONS OF THE AGRONOMIC SOILS REPORT. 3. REFER TO PLANTING SPECIFICATIONS FOR SOILS TESTING, SOIL PREPARATION, FERTILIZATION, MULCHING, AND OTHER ADDITIONAL PLANTING INFORMATION. RECORD DRAWINGS These Record Drawings have been prepared based on infom,ation submitted. in part, by others. While this infom,ation is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors of omissions which may have been incorporated into these plans as a result. ir..111111'1JIIIID• Gal ll_k.JJlllllg. MASTER PLANT LEGEND (Anade Ave, Montero Ave. & Alvarado Pl.) TREES AND PALM (AnadeAve,MonteroAve.&AlvaradoPI.) SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY COMMENTS 0 -BETULA PENDULA r • • , 1 .lli ? "') 0 0- EUROPEAN WHITE BIRCH HOWEA FORSTER/ANA KENTIA PALM LAGERSTROEMIA IND/CA 'IND/AN TRIBE' CRAPE MYRTLE TRISTANIOPSIS LAUR/NA WATER GUM 36" BOX , 45-18 ' 36" BOX 7 36" BOX 2 SHRUBS & GROUNDCOVERS (Anade Ave, Montero Ave. & Alvarado Pl.) BOTANICAL NAME Ii\ SHRUB & GC CONTAINER KEY COMMON NAME PALETTE SIZE QUANTITY AN/BUS .................... ,.. ... ,.. ............. . . ) C 1/1\ 81 , ANIGOZANTHOS 'KANGA ORANGE' -#5-#1 > . . '5A~G~RQO?AY'f .. & & & & & I CRAARB CRASSULA ARBORESCENS . B !fO 33 SILVER DOLLAR PLANT DIA REV DIANELLA REVOLUTA 'LITTLE REV' C #5 53 LITTLE REV FLAX LILY DYMMAR DYMOND/A MARGARETAE 'SILVER CARPET' B #1 Ii\ 99 SILVER CARPET LIMPER LIMON/UM PEREZ/I & A 98 -,r/3-#1 ' SEA LAVENDER POL CAP / ARME~IA MARlilMA • • . . . . . . ) ' --A&C ~, 501 ' _ SEA !H~IFT . . . . SETPUR SETCREASEA PURPUREA B #1 157 PURPLE HEART COP REP COPROSMA REPENS (BAUER/) 'MARBLE QUEEN' A #1 119 VARIEGATED MIRROR PLANT STANDARD STANDARD STANDARD STANDARD WATER USE COMMENTS MOD/MED 0.5 VERY LOW 0.1 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 MOD/MED 0.4 MED/LOW 0.3 I 24" 48" 24" ·, I BACK OF cu RB I I I ' ROOT BARRI ER Of---PARKWAY TREE _ ._r-:-ROOT BARRI ER -PLANTER EDGE OF SIDEWALK ROOT BARRIER -PLAN VIEW lWO 10-FOOT HIGH LODGE POLES (2M DIAMETER) , APPROVED STREET TREE .36~ BOX 1-AIN. THIN CANOPY TO REDUCE WIND RESISTANCE, AS NEEDED. \'-,· REMOVE NURSERY STAKE IF ANY, ORIENT TI,E TREE -, (.f .,j.{>' WITH SECTION OF TRUNK SHADED BY NURSERY STAKE ,_:,, 'd\1 f TO THE N0RTI-1. FOR LIST OF DESIGNATED TREES FOR •:,,.f ' ~/ SPECIFIC STREETS AND LIST OF DROUGHT TOLERANT ·--:•¥,1 ,-: y1 '" TREES, PLEASE CALL MUNIOPAL 0PERATIOOS DIVISION \:: ;1;9> 644-3055. -l.$,:t"<:; ,u· •••• _ \,;,( i:. I ?jiL <;'.Y , 1\/ld! \ /r ·;,/4)) I -c I i ( .• --~~J~-\) ,F lWO ClNCH TIES PER LODGE POLE I I PROVIDE TREE TRUNK GUARD \ Tr====~~==='~ (ARBORGUARD OR APPROVED EQUIVALENT) \ NOTES: IMMEDIATELY PRIOR TO BACKFILL REMOVE TREE FROM CONTAINER AND CAREFULLY PLACE IT INTO PLANTING PIT. PRUNE KINKED ROOTS. DO NOT BREAK OR OTHERWISE DISl URB RO0lBALL SUITABLE NATIVE BACKFILL SOIL. EXCAVATE A "SOIL FL.ARC ADJACENT TO AND L0Vi,£R lHAN THE ELEVATION OF Tl-lE CONTAINER. 1. TREES MUST BE OF QUALITY NURSERY STOCK, FREE FROM PESTS, DISEASE AND STRUCTIJRAL DEFECT. 2. COMPLETE BACKFILL OF PIT WITI-1 NATIVE SC.L, TAMPING IN SOIL WITH FEET OR SHOVEL HANDLE TO ENSURE THERE ARE NO AIR POCKETS. 3. FILL WATER BASIN AND LET SEEP TWICE. IF DRAINAGE IS OF CONCERN, THE PERIMETER OF TI-1E PIT CAN BE DUG DEEPER TO DIVERT EXCESS WATER AWAY FROt.1 lHE ROOT BALL 4. CENTER TREE BET\YEEN lHE :s!DEWALK AND THE CURB, UNLESS 0TI-1ERWISE NOTED AND APPROVED. 5. SPACE lREES 35' MIN TO 50' MAX. 6. PLANT 5D' MIN FROM BCR ON lHE APPROACH TO AN INTERSECTION AND 15' FROM lHE ECR ON TI,E EXIT SIDE. 7. PLANT 10' I.JIN FROM EDGE OF DRIVEWAY APPROACH. 8. PROVIDE 10' CLEARANCE FROM UTILITY AND SEWER LINES. 9. PLANT 20' MIN FROM STREET LIGHT AND POWER POLES. 10. PLANT TREE 3' FRO~ CURB. AW.--~==~----~~-------=-CTTY ENGINEER RCE DAlE NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDAAD DRAWING NO. DRAWN: P. KHARAZMl 36-INCH BOX TREE PLANTING DETAIL 118-B DATE: 2/2B/2.019 SHEET 1 OF 1 B ~-' -SET TOP OF ROOT BALL I INCH ABOVE fc FINISH GRADE \ ~WOOD MULCH (2" LAYER) I =· -WATERING BASIN (3" HIGH) FINISH GRADE . SET FINISH '~%~"'.:c•'.~;';j , .: ,~_,:, ~~,;>',~:,4' I ~~giR~~;~~SR~~~~:~~p ,._ 11 i!.i.'./'.··',,Y;~; 111 11 r -•-1 -~-.:::l_~.t . ..-.:~· 11_-,,-,_iTfTI -= fR~f.W:tl.i:" -BACKFILL WITH MEDIUM GRADE PLASTER JI {~}t;/fJ.:£; 111 SAND AND WATER JITTED FOR MAXIMUM = ·,:;):;,;;;:)··•~· = STABILITY. 11-!ffl~l -I -=1 = IJ--i -=1 I I-1-1:;: -'-:=I 11 _ .. TTT~ ::ni~m-=--~ NATIVE so1L _ COMPACT TO STABALIZE 2 X CONTAINER WIDTH PLANTING NOTES MOUND NATIVE SOIL BENEATH THE BASE OF THE ROOT BALL SO THAT THE BASE SITS 2 INCHES ABOVE THE BOTTOM OF THE FLANTING PIT. I . ALL PALM TREES SHALL BE BOXED (UNLESS OTHERWISE NOTED). 2. AMEND BACKFILL AS RECOMMENDED PER THE SOILS ANALYSIS. 3. APPLY "OSMOCOTE' SLOW-RELEASE FERTILIZER ( I 0 TABLESPOONS PER FALM TREE) TO TOP OF ROOT BALL. CONTRACTOR TO VERIFY THE APFUCATION RATE WITH MANUFACTURER. 4. FINAL PLACEMENT OF PALM TREE TO BE APPROVED BY LANDSCAPE ARCHITECT . PALM TREE PLANTING 2X CONTAINER WIDTH. MIN. 11-11 _j_l-ROOT BALL PLANTING NOTES I. FINAL PLACEMENT OF ALL CONTAINER PLANTS SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO THEIR INSTALLATION. A CITY STANDARD TREE PLANTING DETAIL 118-B C SHRUB PLANTING PLANS PREPARED BY: re& ~~ Landocapo Aronitocts And Park Planners "-•oirt»: _,DIieo< '"'""'""'""""·'"'"'"' "'""'"""" ...... cc..-~.,,...... '""'""'·"' -,, ... ,.,-~-~, .. '14."41.1i!2a _,,m., ffil,...,,..,. ..,,._ UNUtK Inc ' -· ur: DESIGNED 11.19.19 CHECKED DATE GV GV DRAWN DT DATE October14,2019 Lr, NO. DATE DESCRIPTION OF REVISIONS APP'□ REVIEWED: DATE: PATRICIA KHARAZMI, PE ASSISTANT CIVIL ENGINEER STREET IMPROVEMENT PLANS FOR PAVEMENT REHABILITATION OF ANADE AVENUE MONTERO A VENUE ALVARADO PLACE AS-BUILTS August 23, 2021 PLANTING LEGEND, NOTES & DETAILS CITY OF NEWPORT BEACH LP.4 PUBLIC WORKS DEPARTMENT SHEET 21 OF 25 RECORD DRAWING8-13-21 11/18/19 • 8 1 I I 3 0 5 ° D D 3 0 7 ° ( 314" I G!~) 3/4" 1.25 GPM 30~ 'm S.F. i ~' ~1 I I ...--+---~ -I 0 Cl A\ 314" .80 GPM I 314 .. I ~:~ I > l~I 3 1 1 :.~. I I .--------, r--.-+-r_,--11: w~~ I I I ( 314" I G!~ ) ( 314" I 1.80 ) GPM ( 314" I 1.60 ) GPM . I 3/4" I ~:~ I I 3/4" I ~-:~ I I 3/4" I 1.25 1 GPM 315 87 I 3 1 11:.~.1 319 87 S.F. S.F. I I I I I I I I -- \ I 3/4" I 1.25 I I 3/4" I 1.25 1 GPM GPM 321 87 323 84 325 S.F. S.F. 0 I I I I I -I I I I / ! CJ i ( 314" 1 .80 GPM ) I 3/4" I 1.25 1 GPM I 3/4" I ~-:~ I 13211:!.I 329 105 S.F. I I -lJ I / I If/ 109 0 (EDGEWATE R AVENUE ) -- -- .~---~----+--....... II II p I I w :::) z w lU r -::> 1 z 7 i a ~~i/i/ ~W/I IB W A!:W¾:Bi I ! 1~'8-~·· ~· ·~ w .ii'~' I ~ > <( • • • • • • • • • • 8 lU I I I ' -l > <( >-<( co -n----1--0 □ A N A D r= (BAY AVENUE) 11 1 0 !2~.1 3 0 2 ;~ 3 o 4 :! 3 o e t! 3 o a :.~ 3 1 o :! I 3 1 2 1:! I I 314" I ~-~~ I I 314" I ~~~ I 1 314" 1 ~:~ 1 1 314" 1 ~-:~ 1 1 314" 1 ~:~ 1 1 314" 1 ~-:~ 1 1 314" 1 ~:~ 1 ~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ ~ ~ -~ I IRRIGATION LEGEND I FLOOD BUBBLER SYMBOL NOZZLE RAD. HOUSING PSI PRECIP. MANUFACTURER/ FLOW DESCRIPTION RATE 519:2: 12P PR¾: 69M 6" P9P lcJP --4--'F9R9 Fl::998 FB 59 PS -NIA-(NS:FE: REFER =i=e SI IEE'F ~1.2, 8E'FAl~S A & e . 26 GPM -ae- BUBBLER FOR lYPICAt: LN1'8U=r OF BUBBLERS & SPRA¥ I IEABS} ' --, TREE BUBBLER$ SYMBOL MANUFACTURER/ NOZZLE RAD. HOUSING FLOW PSI PRECIP. DESCRIPTION RATE RAINBIRD ROOT BUBBLER N/A RWS-B-C-1402 0.5 GPM WATERING SYS. 1402 RWS-SOCK 30 N/A 0 INSTALL (2) PER TREE PALM TREE SPRAY HEADS SYMBOL MANUFACTURER/ NOZZLE RAD. HOUSING FLOW PSI PRECIP. DESCRIPTION RATE -w-RAINBIRD SQ-HALF 4' 1806-SAM-PRS 0.2 GPM 30 0.61 IN/HR "<VRnnv ••l~Tll,I I {,l\ nc:□ DAO IA -~~ PIPING SYMBOL MANUFACTURER/ MODEL HOUSING COMMENTS DESCRIPTION IRRIGATION LATERAL LINE SCHEDULE 40 PVC INSTALL PER DETAILS SIZE PER PLAN /BURY PIPE 12" DEEP) ---------SCHEDULE 40 PVC INSTALL PER DETAILS SEE SLEEVING NOTES ---------SLEEVE (3 INCH) SHEET Ll.4 '-'J ,0 E A V E N u E ffi ' ~ -□ I I I I I I 320 80 S.F 31 4 0 3 1 6 i! 3 1 8 !0 : :::=====::::: 3 2 2 !0 : 3 2 4 :,~ 1 314" 1 ~:~ 1 1 314" 1 ~-:~ 1 1 314" 1 ~:~ 1 1 314" 1 ~-:~ 1 1 314" 1 ~:~ 1 IRRIGATION NOTES 1. THE CONTRACTOR WILL BE RESPONSIBLE TO INSTALL IRRIGATION SYSTEM (SLEEVING, NON-PRESSURE LATERAL LINES, BUBBLERS & SPRAY HEADS) IN EACH PAR'r()NAY PLANTER. 2. THE PROPERTY OWNER WILL BE RESPONSIBLE TO CONNECT TO THE IRRIGATION SYSTEM AT THE PROPERTY LINE AND UTILIZE THE IRRIGATION SYSTEM WITHIN THE PAR'r()NAY AS THEY DETERMINE . 3. THE SOURCE OF WATER TO BE USED FOR IRRIGATION PURPOSES, WITHIN THE PAR'r()NAY, WILL BE THE SOLE RESPONSIBILITY OF THE THE PROPERTY OWNER. INDICATES STREET ADDRESS • 1 1 ' 1 84 , S.F. • INDICATES AREA TO BE IRRIGATED IN SQUARE FEET INDICATES SIZE OF LATERAL LINE FOR-➔~ 314" o.7o IE-~--INDICATES GALLONS PER MINUTE FLOOD BUBBLERS ~--~-G_P_M~. INDICATES SIZE OF LATERAL LINE FOR -➔~,--314-,,--,--1 •0-0.._)EIE---INDICATES GALLONS PER MINUTE TREE BUBBLER OR PALM TREES SPRAY . GPM • HEADS SEE SHEET Ll.2, DETAILS A & B, FOR TYPICAL IRRIGATION BUBBLERS & SPRAY HEAD LAYOUT SEE SHEET Ll.4 FOR IRRIGATION NOTES & DETAILS RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors of omissions which may have been incorporated into these plans as a result. REFER TO TITLE SHEET FOR GENERAL NOTES SEE SHEET LP.4 FOR PLANTING, LEGEND & DETAILS PLANS PREPARED BY: Londooapa Arohitaoh And Park Plannara """'"""c-""'~""'°""" 101 Kolm" l:lm, O,b MO """"'""''° -C,-.M_CA.,,... C.-~·"""""" 714.841.1300 "".,..,~,.,o "'-""'·'"'-""-"""~"'''""'""~ UNDER THE SUPERVISION OF: ._111111',bllllll. Cdll IL:.:1,-11g. 11.19.19 DATE DESIGNED DRAWN GV DT CHECKED DATE GV October 14, 2019 NO. DATE DESCRIPTION OF REVISIONS REVIEWED: APPD DATE: PATRICIA KHARAZMI, PE ASSISTANT CIVIL ENGINEER r L ■ I / □ • I V - • I I , ~ ~ ~ ~ ED EWATER A ENI E) 1 1 1 s3: I/ V ~--..... ' t:f c::, Scale: 1" = 20·-o• n.J c:: w I- <( $ w (9 0 w 0 5' 10' 20' 40' ffi NO IRRIGATION, PLANTER DELETED NORTHY KEY MAP NOT TO SCALE PACIFIC OCEAN BAY ISLAND (PVT ST) BALBOA PENINSULA AS-BUILTS STREET IMPROVEMENT PLANS FOR PAVEMENT REHABILITATION OF ANADE AVENUE MONTERO A VENUE ALVARADO PLACE August 23, 2021 ANADE AVENUE IRRIGATION PLAN CITY OF NEWPORT BEACH Ll.1 PUBLIC WORKS DEPARTMENT SHEET 22 OF 25 RECORD DRAWING8-13-21 11/18/19 w :::> z w > <( >-<( co 11 1 a O 1 (BAY AVENUE) ft --,I----/ ( 3/4" I 1.00 ) GPM ( 3/4" 1.00 ) GPM ( 3/4" 1.00 ) GPM ( 3/4" 1.00 ) GPM ( 3/4" 1.00 ) GPM 3/4" 1.25 I I 314• I 1.25 I I 3/4" I 1.25 I I 314• I 1.25 I GPM GPM GPM GPM I 3/4" I 1.25 I I 3/4" I 1.00 I GPM GPM 305 94 307 86 309 88 3 1 1 100 S.F. S.F. S.F. S.F. 3 1 3 ° 315 105 317 105 S.F. S.F. I I I I I , I I .J I I I I I I I I I I I ' I a A 1 \J. A '--A Z. ,,. ~ ,,. ) •~ ... l;S(: ,.. ) -"TIT 111 •1 M 0 N T E R 0 1 V I 319 0 E N 3/4" 1.25 GPM I I 3/4" :::::=::::::::::::::;:::::::: 1.25 GPM 323 105 S.F. I I I I c.d u E I lli I I 3/4" 1.25 GPM 325 105 S.F. I I I 3 2 7 ° I I I 11211°1 (EDGEWATER AVENUE) • • D w => z w > <( 0:: l:U I- <( s 6Y -~~ -n D ,,,._., _ _._ _ _.,I a L ~-~1r~~~~~►~~."'~l-: ----1:e---------li I ~"~~:-,~~I l~":~I IMl ~-.. ,~ ~ ~•~~~ :~~ '\ :~,.-~ \~-~-~~~~§1!/l!l-il ______ __JLJ,A I L ir----t-------t------f-~~-,fl,---,~~~==j=--t---t-------"--:a-------=----=-t-------t-_--.,===1:!:::=j==f===j=~'TT:Tf-~~~=¥=~~----11-f'-, ------ii w (!) 0 w RESIDENCE (BAY AVENUE) 11 2 0 1~s;_1 3 0 8 ° I 3 1 o :.~.I 3 1 2 ° 3/4" 1.50 GPM .__3,_4·_· -~--~-~ ..... I 1 3/4" 1.25 I GPM. ---~----~ CAP NON-PRESSURE LATERAL LINE AT BACK OF SIDEWALK 1314 ol 31 6 ° .__3_,4_ .. -~--~-~ ..... I 1 3/4" ( 3/4" 1.80 ) GPM 1.25 1 GPM ffi 3/4" 1.25 GPM 3 2 4 Sa;. I I 3/4" 1.25 1 GPM ( 3/4" .80 ) GPM ' 3 2 6 :.~. 3 2 8 :.~. 3 3 0 :.:. 1123 ° 1 3/4" 1.25 I I 3/4" 1.25 1 3/4" 1.25 GPM GPM GPM (EDGEWATER AVENUE) ( 3/4" 1.80 ) GPM ( 3/4" 1.00 ) GPM ( 3/4" 2.00 ) GPM Scale: 1" = 20•-o• n.J 0 5' 10' 20' 40' I .·· .. ·.,.,., ... ,.,, ........ •.· ....... ··,,,.· .. ,,_ ... _:·,.·:,-_ .·· ... ·1 . · ... 1(-r--'s'----,-,--~,t--lNSTALLNON-PRESSURELATERALLINE -30" •. i:z it' :2 i:z it' :2 "-- I I i 4' SIDEWAL K I I + 3'-G" PLANT j, I I ERi I I I ._111111',bllllll. Cdll IL:.:1,-11g. C, . _ _.. ,,. -· • CURB STREET CONCRETE WALK WHERE OCCURS INSTALL FLOOD BUBBLER MAX. 5' O.C. INSTALL (4) SPRAY HEAD PER PALM PALM TREE WHERE OCCURS (INSTALL 3 INCH PVC SLEEVE IF LATERAL LINE CROSSES UNDER CONCRETE.) ® IRRIGATION TYPICAL w/ PALM & SHRUBS NOTTO SCALE RESIDENCE ' I ., I I 3011 • 30" .I . . ' / I I ' ' ' ' I ,, i ~ i\ I i:z it' :2 "-- I . : ; 30" L ·, : CAP NON-PRESSURE LATERAL LINE AT BACK OF SIDEWALK r------ f[~[r ,, I INSTALL NON-PRESSURE LATERAL LINE INSTALL 2 -3 INCH PVC SLEEVE UNDER SIDEWALK. COORDINATE SLEEVE LOCATION WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION , ' STREET ~ I ' I , ' "----v· • ' I / -CURB , ' NSTALL FLOOD BUBBLER MAX. 5' O.C. NG SYSTEM -INSTALL (2) WATERI BUBBLERS PER TREE -PARKWAY TREE WHERE 0 CCURS CONCRETE WALK WHERE OCCURS (INSTALL 3 INCH PVC SLEEVE IF LATERAL LINE CROSSES UNDER CONCRETE.) ® IRRIGATION TYPICAL w/ TREE & SHRUBS NOTTO SCALE "-- 1 PRIVATE RESIDENCE snwr or< J :· •.. • .. : <6 PARKWAY PLANTER : ~ j, I i\._90-DEGREE SPRAY NOZZLE (MODEL 5-Q) 90-DEGREE SPRAY NOZZLE (MODEL 5-QJ STREET ...,___ 180-DEGREE SPRAY NOZZLE (MODEL 5-H) IRRIGATION (SHRUB SPRAY) -TYPICAL NOTTO SCALE INDICATES STREET ADDRESS-➔: 1 1 1 84 IE-'--INDICATES AREA TO BE IRRIGATED IN S.F. • SQUARE FEET INDICATES SIZE OF LATERAL LINE FOR ---~~-3,-4.~-g-;M-o --._~--INDICATES GALLONS PER MINUTE FLOOD BUBBLERS · · INDICATES SIZE OF LATERAL LINE FOR---~ 3/4" 1-00 )E.---INDICATES GALLONS PER MINUTE TREE BUBBLER OR PALM TREES SPRAY · GPM • HEADS REFER TO TITLE SHEET FOR GENERAL NOTES RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors of omissions which may have been incorporated into these plans as a result. SEE SHEET Ll.1 FOR IRRIGATION LEGEND NORTHV KEY MAP NOT TO SCALE rn ,~ D11J . I r:ff. ;§ /::::J,'1]J ~!i!JM~ i flfli!!!!!!f!m I I 1/; PACIFIC OCEAN ~ '!J• ra l!J_• ✓ 'r i~ rN £JS~ BALBOA PENINSULA AS-BUILTS SEE SHEET LP.4 FOR PLANTING, LEGEND & DETAILS SEE SHEET Ll.4 FOR IRRIGATION NOTES & DETAILS August 23, 2021 PLANS PREPARED BY: Londooapa Arohitaoh And Park Plannara """'"""c-""'~""'°""" 101 Kolm" l:lm, O,b MO """"'""''° -C..M_CA.,,... C.-~·"""""" 714.841.1300 TI>l..5111l~Hl6 ,, .... ,.,.,._ ""-"""~"'''""'""~ UNDER THE SUPERVISION OF: DESIGNED DRAWN GV DT 11.19.19 CHECKED DATE DATE GV 0clober 14, 2019 NO. DATE DESCRIPTION OF REVISIONS REVIEWED: APPD DATE: PATRICIA KHARAZMI, PE ASSISTANT CIVIL ENGINEER STREET IMPROVEMENT PLANS FOR PAVEMENT REHABILITATION OF ANADE AVENUE MONTERO A VENUE ALVARADO PLACE MONTERO AVENUE IRRIGATION PLAN CITY OF NEWPORT BEACH Ll.2 PUBLIC WORKS DEPARTMENT SHEET 23 OF 25 11/18/19 RECORD DRAWING8-13-21 I 3 o 1 0 I □ w :::, I I ~~ ~ I II',... y 2 w > <( >--1 <( ~ =.-l co □ 2 0 6 ° (BAY AVENUE) SEE SHEET Ll.1 FOR IRRIGATION LEGEND 305 0 307 0 309 0 309 0 313 ' ' ' ' I i I I I I I l ~ I 11 k I =7 I I i I o ' I I I --__J " ' : : ! ,, ' I n J..--I I n • ! I A L V A R n TT I " / !LI I ,o I I I ' ' Ir ::lr--" ' " l D - I I I I I I I I I I I I 13 04 ° I IRRIGATION NOTES 1. THE CONTRACTOR WILL BE RESPONSIBLE TO INSTALL IRRIGATION SYSTEM (SLEEVING, NON-PRESSURE LATERAL LINES, BUBBLERS & SPRAY HEADS) IN EACH PAR'rWvAY PLANTER. A 2. THE PROPERTY OWNER WILL BE RESPONSIBLE TO CONNECT TO THE IRRIGATION SYSTEM AT THE PROPERTY LINE AND UTILIZE THE IRRIGATION SYSTEM WITHIN THE PAR'rWvAY AS THEY DETERMINE. 3. THE SOURCE OF WATER TO BE USED FOR IRRIGATION PURPOSES, WITHIN THE PAR'rWvAY, WILL BE THE SOLE RESPONSIBILITY OF THE THE PROPERTY OWNER. SEE SHEET Ll.2, DETAILS A & B, FOR TYPICAL IRRIGATION BUBBLERS & SPRAY HEAD LAYOUT SEE SHEET Ll.4 FOR IRRIGATION NOTES & DETAILS PLANS PREPARED BY: ~[Da,'lqJ:n Landoeape Archltecto And Pork Planner& .,..,,_Olla, -'"""'' '~""""""""-a•.., ""'"'"""'--., ~~CAl2ffl ~~~,:-, ..... ,.,,,,Fm...,., ffll-lllllll""'"mlo UNDER THE SUPERVISION OF: REFER TO TITLE SHEET FOR GENERAL NOTES REFER TO SHEET LP.2 FOR PLANTING, LEGEND & DETAILS 11.19.19 DATE 0 315 ' I I I I I ... ,. ' n n D 0 § I I I DESIGNED GV 0 317 0 319 0 321 0 323 0 325 0 327 0 329 0 12 0 5 0 I ' ' . ' I I I I (EDGEWATER AVENUE) I I I I I I I ,- I I I _I I I I ' I I•• I I I I I I I L~_.:; ) I I I §3 I I L b D -..... I ' I I ~ ~ I -----------' I I ' : I ' ' I I :,./ n! I ' ' ' ' ' ~ I I ' I I A/ '-II ' ' ' ! ' • □ ! I • p L A C E ~~ :: -"-' ~ 1--.. -,:-□ J ¼ I D ! I D ~-~,,·1□ I 0 ~--:e 1•,l~• I '\ / -~~I ~~ I I I LI I I I ~ lJJ ' ' ' ' ,---w w w,,, ---F..3 • / '-...1 E 3 (!) i ~1 : / :n / I : ./////// I I I : Q I I I (I DGEWATER AVENU!) (EDGEWATER AVENUE) lJJ 13161°1 31a 0 I 3 2 0 1~ 0 ~.1 3 2 2 ° I 3/4" d-~~ I 12 0 7 Ali~I I 3'4" I d-~~ I 12 0 7 ~3~-1 NORTH~ DRAWN DT INDICATES STREET ADDRESS • 1 1 • 1 84 • S.F. • INDICATES AREA TO BE IRRIGATED IN SQUARE FEET INDICATES SIZE OF LATERAL LINE FOR ~ 3/4" I g;~ ~--INDICATES GALLONS PER MINUTE FLOOD BUBBLERS • • • INDICATES SIZE OF LATERAL LINE FOR ~ 3/4" I d-~~ ~If---INDICATES GALLONS PER MINUTE TREE BUBBLER OR PALM TREES SPRAY · · · HEADS RECORD DRAWINGS These Record Drawings Have been prepared based on infonnation submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy. nor for errors or omissions which may have been incorporated into these plans as a result. REVIEWED: I 3/4" 2.50 I GPM Scale: 1""" 20'-0" n.J 0 5' 10' 20' 40' KEY MAP ~ ,~ NOTTO SCALE [[@ PACIFIC OCEAN 1 /lifJi, Ir, @J:1!!1t BAY ISLAND (PVT ST) BALBOA PENINSULA AS-BUILTS August 6, 2021 PATRICIA KHARAZMI, PE ASSISTANT CIVIL ENGINEER STREET IMPROVEMENT PLANS FOR PAVEMENT REHABILITATION OF ALVARADO PLACE IRRIGATION PLAN CITY OF NEWPORT BEACH Ll.3 CHECKED DATE APP'O DATE: ANADE AVENUE MONTERO A VENUE ALVARADO PLACE PUBLIC WORKS DEPARTMENT SHEET 24 OF 25 GV October 14, 2019 NO. DATE DESCRIPTION OF REVISIONS 11/18/19 RECORD DRAWING8-13-21 .,._,__ __________ POP-UP SPRINKLER HEAD • SEE LEGEND, SHEET Ll.1, FOR NOZZLE SPECIFICATION -------FINISHED GRADE TOP FLUSH W/ F.G. IN TURF AREAS TOP 1/2" ABOVE F.G. IN SHRUB AREAS ---SCH. 80 NIPPLE, LENGTH AS REQUIRED ,,---1 MARLEXSTREETELLAND 1 PVC THREADED ELL (90) --SCH. 80 NIPPLE (6" MINIMUM) ---MARLEX STREET ELL OUT OF LATERAL LINE FITTING ~--LATERAL LINE, DEPTH AS ~ _/ SPECIFIED IN LEGEND / HEAD TO BE INSTALLED: --..__.""'r,:::~;;:-1=---~ J 2" FROM ALL CURBING n 4" FROM ALL WALKWAYS 12" FROM ALL BUILDINGS AND WALLS SWING JOINT ASSEMBLY TO BE SIZED PER SPRINKLER INLET SIZE ~--------4-INCH LOCKING GRATE ~--------BUBBLER 1/ ROOT WATERING SYSTEM / FINISH GRADEfTOP OF MULCH ~ / '/ :JI ------CHECK VALVE I ~ 1/2-INCH STRAIGHT SPIRAL BARB FITTING -Vv ~v - ---------1/2-INCH POLY SWING PIPE / V 1/2-INCH SPIRAL BARB ELBOW ~ ~vl_/ 12-INCHSWINGASSEMBLY TT ,.,,-,,.----1/2-INCH MALE NPT INLET ~~ / ' r1 -1-'jt--PVC SCH 40 TEE OR EL '~------PVC OR POLYETHYLENE LATERAL PIPE NOTE: 4" WIDE X 36" LONG RIGID BASKET WEAVE CANISTER 1. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. NOTES: IN ROCKY SOILS INSTALL PIPING IN SAND BED D POP-UP SPRAY BODY NOTTO SCALE C ROOT WATERING SYSTEM (RWS) NOTTO SCALE B PIPE INSTALLATION GENERAL IRRIGATION NOTES 1. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION TREES, STRUCTURES AND UTILITIES. THE CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE CITY, ALL ITEMS DAMAGED BY HIS WORK. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 2. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSION EXIST THAT MIGHT NOT HAVE BEEN ADDRESSED IN THE DESIGN OF THE IRRIGATION SYSTEM. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY ALTERATIONS TO THE WORK. 3. THE CONTRACTOR SHALL OBTAIN. COORDINATE, AND PAY FOR ANY AND ALL INSPECTIONS AS REQUIRED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 5. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB OR GROUNDCOVER AREAS. 6. TRENCHING WITHIN THE DRIPLINE OF LARGE EXISTING TREES SHALL BE PERFORMED BY HAND, AND WITH EXTREME CARE NOT TO SEVER ROOTS 1-112" IN DIAMETER AND LARGER. WHERE ROOTS 1-1/2" IN DIAMETER AND LARGER ARE ENCOUNTERED, THE CONTRACTOR SHALL TUNNEL UNDER SAID ROOTS. EXPOSED ROOTS THAT HAVE BEEN TUNNELED UNDER SHALL BE WRAPPED IN WET BURLAP AND KEPT MOIST WHILE THE TRENCH IS OPEN. 7. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 8. THE CONTRACTOR SHALL FLUSH AND ADJUST THE DRIP SYSTEM AND VALVES FOR OPTIMUM PERFORMANCE. 9. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. RECORD DRAWINGS These Record Drawings Have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy. nor for errors or omissions which may have been incorporated into these plans as a result. - .._ r r,balat_ Gall.lwe,-llg. IRRIGATION SYSTEM LAYOUT DUE TO THE SCALE OF THESE DRAWINGS THE CONTRACTOR SHOULD BE AWARE OF THE POSSIBILITY THAT THE NEED FOR MINOR ADJUSTMENTS TO THE IRRIGATION SYSTEM MAY BE NECESSARY TO PROVIDE PROPER COVERAGE. THESE ADJUSTMENTS COULD INCLUDE NOZZLE CHANGES AND/OR ADDITION OR DELETION OF INDIVIDUAL HEADS TO COMPENSATE FOR CHANGES MADE ON THE SITE. FURTHERMORE, THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES. ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATIONS ONLY AND SHALL BE INSTALLED IN SHRUB AREAS WHEREVER POSSIBLE. EXISTING CONDITIONS THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING DAMAGED ITEMS DURING CONSTRUCTION INCLUDING HARDSCAPE, LIGHTING, DRAINAGE, IRRIGATION EQUIPMENT, TREES, SHRUBS, TURF AND GROUNDCOVER. THE CONTRACTOR SHALL REPLACE ANY AND ALL DAMAGED ITEMS TO THE SATISFACTION OF THE ENGINEER. SLEEVING SLEEVES SHALL BE PLACED UNDER ALL COBBLE, CONCRETE OR A.G. PAVING WHERE IRRIGATION LATERAL, MAINLINE, AND WIRE CROSS. SLEEVES SHALL BE PVC SCH. 40, MINIMUM BURY12" DEEP. WATER AND CONTROL WIRE SHALL NOT BE PLACED IN THE SAME SLEEVE. SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE BEING SLEEVED. POLYVINYL CHLORIDE PIPE PRIMER IPS WELD-ON P-70 PRIMER PURPLE (USE WITH ALL PVC CONNECTIONS) PVC PIPE FITTINGS ALL FITTINGS CONNECTING PVC TO PVC SHALL BE SPEARS 'EverTUFF TURF FITTINGS' COLORED BLUE OR APPROVED EQUAL. ALL PVC FITTINGS TO BRASS VALVES SHALL BE REINFORCED WITH STAINLESS STEEL COLLAR. PLANS PREPARED BY: ~·~[Dm'lqJn Landoeape Archltecto And Pork Planner& .,..,,_Olla, -'"""'' '~""""""""-a•.., ""'"'"""'--., ~~CAl2ffl ~~~,:- 7M-M1.1:1>3Fm...,., T&l-lllllll""'"mlo UNDER THE SUPERVISION OF: I __J A ~ '111 .• & I 11.19.19 DESIGNED DRAWN GV OT CHECKED DATE GA~M. r,sauEz. Lll"NIL 3&83 DATE GV October 14, 2019 NO. DATE DESCRIPTION OF REVISIONS ------CLEAN COMPACTED BACKFILL ---FINISHED GRADE UNDISTURBED SOIL LATERAL LINES NOTTO SCALE REVIEWED: PATRICIA KHARAZMI, PE ASSISTANT CIVIL ENGINEER APP'O DATE: A SLEEVE INSTALLATION STREET IMPROVEMENT PLANS FOR PAVEMENT REHABILITATION OF ANADE AVENUE MONTERO A VENUE ALVARADO PLACE ------CLEAN COMPACTED BACKFILL ---PAVING/CONCRETE UNDISTURBED SOIL LATERAL LINES IN SCH 40 SLEEVE NOTTO SCALE AS-BUILTS August 6, 2021 IRRIGATION NOTES & DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Ll.4 SHEET 25 OF 25