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HomeMy WebLinkAboutR_6036_SGENERAL 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", 2009 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. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO ANY UTILITIES DAMAGED DURING SCOPE OF WORK. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, ELCTRICAL, STREET LIGHT, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. 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. LANDSCAPE IMPROVEMENT NOTES 1. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED IN PLANS. 1--; u ~( __ _,, C'-1.t., 1.::::::::F==o::::::::R ~ \.'p 2. THE CONTRACTOR SHALL ALSO NOTE THAT FIELD MARKINGS MADE BY VARIOUS UTILITIES USING UNDERGROUND SERVICE ALERT (USA) SHALL BE CONSIDERED AS IDENTIFIED UTILITIES EVEN WHEN THEY ARE NOT SHOWN ON PLANS. 3. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, INTENTIONALLY OR ACCIDENTALLY, TO EXISTING UTILITIES, BUILDINGS, OR OTHER AMENITIES, DUE TO THE ACTIONS OF THE CONTRACTORS, CONTRACTOR'S EMPLOYEES AND/OR CONTRACTOR'S SUBCONTRACTORS. PUBLIC WORKS DEPARTMENT 4. CONSTRUCTION AND INSTALLATION OF ALL ITEMS WITHIN THESE DOCUMENTS SHALL REQUIRE CLOSE COORDINATION BETWEEN TRADES INVOLVED IN UNDERGROUND AND UTILITY INSTALLATION, AND TREE LOCATION. THE CONTRACTOR'S WORK FORCE SHALL CONSIST OF PERSONS SKILLED IN THEIR TRADE COVERED BY THIS SCOPE OF WORK. APPRENTICES AND/OR UNSKILLED LABORERS SHALL BE UNDER THE DIRECT SUPERVISION OF SKILLED TRADESMEN AT ALL TIMES. REFER TO SPECIFICATIONS. 5. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. ALL RUBBLE, TRASH, DEBRIS OR UNWANTED MATERIALS RESULTING FROM DEMOLITION OR CONSTRUCTION SHALL BE DISPOSED OF IN A LEGAL AND LAWFUL MANNER TO AN APPROVED DISPOSAL SITE. IF DEBRIS REMAINS ON SITE FOR MORE THAN 12 HOURS, UNLESS PRE-APPROVED BY THE ENGINNER, SUCH DEBRIS SHALL BE REMOVED BY THE CITY AT THE EXPENSE OF THE CONTRACTOR. WEST NEWPORT LANDSCAPING PROJECT BALBOA BOULEVARD BEAUTIFICATION 6. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL IN-FIELD LAYOUT, DIMENSIONING OF WORK, GRADES AND ELEVATIONS, AND WORK SCHEDULES UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. ANY DISCREPANCIES IN THESE DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL NOT WILLFULLY IMPLEMENT ANY WORK DESCRIBED IN THESE DOCUMENTS WHICH IS OBVIOUSLY IN ERROR, INTERFERES WITH EXISTING SITE FEATURES, OR CAUSES PROJECT COMPLICATION OR HARM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE SCALE OF THE DRAWING. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C-4842 7. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE CITY. CONTRACTOR IS LIABLE FOR ALL DAMAGE OR INJURY CAUSED BY ANY WORK OR STORAGE OF MATERIALS ON THE SITE APPROVED: ___________________________ DATE: ______ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERSONALLY VERIFYING WITH THE ENGINEER THAT ALL COPIES OF THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS ARE CURRENT AND APPROVED FOR CONSTRUCTION. APPROVED: ___________________________ DATE: ______ _ DEPUTY PUBLIC WORKS DIRECTOR/ CITY ENGINEER R.C.E. NO. 44223 9. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AS REQUESTED BY THE CITY. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO ADHERE TO THE SCHEDULE AS INCORPORATED INTO THE CITY ENGINEER'S MASTER SCHEDULE. THE CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION SEQUENCE UNLESS NOTIFIED IN WRITING BY THE ENGINEER. APPROVAL RECOMMENDED: ___________________________ DATE: ______ _ MARK HARMON, MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: ___________________________ DATE: ______ _ ANTONY BRINE, CITY TRAFFIC ENGINEER R.C.E. NO. 45521 DAY SOUTI-IERN CALIFORNIA GAS COMPANY SOUTI-IERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY (800) 427-2200 (800) 611-1911 (949) 259-4458 or 611 (949) 644-3011 NIGHT (800) 624-8153 (800) 611-1911 (949) 259-4458 or 611 (949) 644-3717 REVIEWED: ___________________________ DATE: ______ _ CITY OF NEWPORT BEACH UTILITIES DEPARTMENT TIME WARNER CABLE (714) 338-2060 (714) 388-2060 IRIS LEE, SENIOR CIVIL ENGINEER R.C.E. NO. 65329 LOCATION MAP pi,~~ ~ \ : : ! ! ~ ... ,,,~<:P ---··Qi '~~it:•~~-·-=·A!] LJL J~_J LJ LJI l LJU ILJ U ll_JLJ L ~--. =JJ LJLJ WU LJLJ LJU ■ ■ ■ I ====: = ==== ~ ■ ,,., ,.,,., ~ ====: ~ ,,,_,,,,_,,, ,,, .. ~ ilnnnnnnnflmnn nnn ·: nn • mn: • • • • . . • • . = SHEET INDEX 1 T.1 TITLE SHEET 2 C.1 TYPICAL SECTIONS & CONSTRUCTION DETAILS 3 C.2 (5+60 TO 10+25) STREET IMPROVEMENTS 4 C.3 (10+25 TO 23+00) STREET IMPROVEMENTS 5 C.4 (23+00 TO 34+40) STREET IMPROVEMENTS 6 C.5 (34+40 TO 47+75) STREET IMPROVEMENTS 7 C.6 (47+75 TO 60+00) STREET IMPROVEMENTS 8 C.7 (36+50 TO 48+00) STREET IMPROVEMENTS ENLARGEMENT 9 C.8 INTERSECTION DETAILS -BALBONCOAST HIGHWAY INTERSECTION 10 C.9 (4+00 TO 29+50) SIGNING & STRIPING 11 C.10 (29+50 TO 60+00) SIGNING & STRIPING 12 C.11 TRAFFIC CONTROL 13 LC.1 LANDSCAPE CONSTRUCTION PLAN 14 LC.2 LANDSCAPE CONSTRUCTION PLAN 15 LC.3 LANDSCAPE CONSTRUCTION PLAN 16 LC.4 LANDSCAPE CONSTRUCTION PLAN 17 LC.5 LANDSCAPE CONSTRUCTION PLAN 18 CD.1 CONSTRUCTION DETAILS 19 CD.2 CONSTRUCTION DETAILS 20 CD.3 CONSTRUCTION DETAILS 21 CD.4 CONSTRUCTION DETAILS 22 Ll.1 IRRIGATION PLAN 23 Ll.2 IRRIGATION PLAN 24 Ll.3 IRRIGATION PLAN 25 Ll.4 IRRIGATION PLAN 26 Ll.5 IRRIGATION PLAN 27 Ll.6 IRRIGATION NOTES AND CALCULATIONS 28 Ll.7 IRRIGATION DETAILS 29 LP.1 PLANTING PLAN 30 LP.2 PLANTING PLAN 31 LP.3 PLANTING PLAN 32 LP.4 PLANTING PLAN 33 LP.5 PLANTING PLAN 34 LP.6 PLANTING DETAILS AND NOTES 35 E.1 ELECTRICAL PLAN 36 E.2 ELECTRICAL PLAN 37 E.3 SINGLE LINE DIAGRAMS & NOTES 38 E.4 ELECTRICAL SPECIFICATIONS PROJECT LOCATION ~ N NOT TO SCALE VICINITY MAP cY NOTTO SCALE Landscape Sheets -~+-------Landscape Sheets-------~~------Landscape Sheets-----~E---------Landscape Sheets-----------;~;-----------------Landscape Sheets LC.1, Ll.1, LP.1 LC.2, Ll.2, LP.2 LC.3, Ll.3, LP.3 LC.4, Ll.4, LP.4 LC.5, Ll.5, LP.5 811 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH 18 SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE 1/VfTH THEIR SERVICE BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SER.VICE ALERT AT 811 PltD ■:IP'l!CT□MPIW BENCHMARK ORANGE COUNTY SURVEYOR BM NB2-7-77 VERTICAL CONTROL-2005 ADJUSTMENT DESCRIBED BY OCS 2002 FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB2-7-77", SET IN THE SOUTHWEST CORNER OF A 7 FT. BY 4.5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF SUPERIOR AVENUE AND PACIFIC COAST HIGHWAY, 400 FT. EASTERLY OF THE CENTERLINE OF SUPERIOR AVE. AND 48 FT. SOUTHERLY OF THE CENlER MEDIAN ALONG PCH. MONUMENT IS SET LEVEL WITH SIDEWALK. ELEV.=8.57 FT.{2005 NAVD88) BASIS OF BEARINGS SMARTNET NORTH AMERICA REF STATION-SPED HORIZONTAL CONTROL-CCS83, ZONE VI, 2012.7500 EPOCH ADJUSTh1ENT PREPARED BY: • DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 78060 Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsim11e 12-5-14 AS-BUILT PLAN DESIGNED: DRAY,t.i: GV PC NO. DAlE DESCRIPTION OF REVISIONS CHEa<ED: DA lE: GV SEPT 19, 2D13 C-4842 TITLE SHEET BALBOA BOULEVARD BEAUTIFICATION T.1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 1 OF 38 KEY NEW SIDEWALK UNDER EXISTING VARIES 4' & VARIES SHLDR TAPER 12· 8' 12· 12· 12· 12· 10· 5' 1 • EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING £XIS ING SW SHLDR TRAVEL LN TRAVEL LN TRAVEL LN TRAVEL LN LEFT TURN TRAVE!L LN == == G ----+ ----1= = =:IF 11.=-+-='=--+ +-----+-----1---------I =====----------------- MEDIAN ~ 1-- 50' !!! ~ 12· 12· 12· EXISTING EXISTING SHLDR TRAVEL LN TRAVEL LN ------ 13 1--!!! ~ 8' 7.3' $"' MAX t 1--!!! ~ . I PANELS PER SHT CD.4 WALL PER SHT CD.3 A r----H FENCE AC PVMT AC PVMT C&G ONSTRUCTION JOINT NEW 0 <D 0 ~ ____ _L__LJ___t_::=======J__J_~ I 7.o· I ---------. ------· WEST COAST HIGHWAY BALBOA BLVD ALLEY NO SCALE 52+71.71 (£CR) to 54+09.15 I I I I I / . 0 - / / 7.0' ------------ LA JOIN EXISTING PAVEMENT (TYP) AC PVMT IAk (TYP) L.....J~ ~ ==== FULL DEP;H-AC ------_J BACKFILL (TYP) TYPICAL BULBOUT SECTION NO SCALE ALLEY BULBOUT CONSTRUCTION 8.0' 5.0' to 5.5' BALBOA BLVD NO SCALE 8.0' 5.0' SIDEWALK C&G IAl--,__ l be£== --~M~------______ (TY~~-~ ---=clJd ___________ _J A -----------iv-'_J SW 9 S££ PLAN FOR TR££ WELL LOCATIONS (TYP) 1 L--T ___ _ SEE f'L'I< FOR:: ~--c ==~~= =~-- WELL LOCATIONS (TYP) VARIES PLANTING PER LANDSCAPE PLANS VARIES VARIES 35' & VARIES 17' & VAR/ES I 2% SAWCUT ~~~~~~~V.~:f\~R~/£!5:::=f:-_ 6'-8' -'=='~-----_ -_ = f = AC PVMT BALBOA BOULEVARD NO SCALE 43+36.46 to 44+53. 66 & 44+75.66 to 45+53.65 C&G AC PVMT ~ (TYP) (TYP) 4'-5' ~ ~ VARIES ----------=======J T--J I ' -----------1-_ __J 1585 ___________ _J oo DIRECTION BORE/ IRRIGATION MAINLINE/SLEEVE & WIRING SLEEVE. SIZE PER IRRIGATION PLANS. PROTECT EXISTING UTILITY CROSSINGS. TYPICAL IRRIGATION CONDUIT BALBOA BLVD NO SCALE ,1 e5 ~ (.) PLANTING PER LANDSCAPE PLANS 25' & VARIES 9' 16' 8' 14 30th STREET NO SCALE 10+55.03 to 10+80.6 GENERAL NOTES AC & PCC PVMT 1. EXISTING UTILITIES SHALL BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED. 8.0' 5.5' 10 C&G A (TYP) I L--T ___ _ L_---r-------- A L----------- SW S££ PLAN FOR TR££ WELL LOCATIONS (TYP) 2. REMOVALS SHALL BE SAWCUT AT NEAREST JOINT. 3. EXISTING TRAFFIC SIGNS SHALL BE IN PLACE DURING CONSTRUCTION AT ALL TIMES. 4. EXISTING MEDIAN IRRIGATION SYSTEM & FACILITIES SHALL BE REMOVED/ABANDONED AS DIRECTED BY TH£ CITY. DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) REMOVAL NOTES @-REMOVE MEDIAN PAVING TYPICAL SIDEWALK JOIN TYPICAL SIDEWALK PLANTER (9 TYPICAL SIDEWALK PLANTER (9 TYPICAL SIDEWALK PLANTER E9 ©-REMOVE AC PAVEMENT & BAS£ TO 18" BELOW EXISTING SURFACE ®-REMOVE AC PAVEMENT & BAS£ FOR NEW PAVEMENT SECTION 0-REMOVE CONCRETE CURB NO SCALE NO SCALE 8+70.8± to 40+89.5± (RIVER AV£ to 32nd ST) 11.0' & VAR/£$ 1.0' JOIN EXISTING PAVEMENT (TYP) ________ ___j/ WAC PVMT _/L.....J(TYP) --------________ ...l..J -------------- ------ FULL DEPTH AC BACKFILL (TYP) MEDIAN MODIFICATION 1 BALBOA BLVD (5+60.6 to 6+24.9) NO SCALE NO SCALE 14+44.4± to 15+99.3± ( 44th ST 43rd ST) VARIES A PER 7 PLAN ------------------- EXISTING MEDIAN MODIFICATIONS BALBOA BLVD (5+60to 11+71 & 14+50to39+64) NO SCALE 1.0' NO SCALE 16+52.4± to 26+99.6± (43rd ST to 38th ST) 31+99.6± to 39+68.6± (36th ST to 32nd ST) VARIES PER PLAN 1.0' JOIN EXISTING PAVEMENT (TYP) ~ = = = =-= = = = ==fl (iP)VMT FULL DEPTH AC J -2 9 -- BACKFILL (TYP) NEW MEDIAN CONSTRUCTION(:) BALBOA BLVD (12+82 to 13+48 & 41+70 to 58+44) NO SCALE ©-REMOVE CONCRETE CURB & GUTTER & SOIL TO 18" BELOW EXISTING SURFACE 0--REMOVE CONCRETE SIDEWALK/CURB RAMP & SOIL 0-REMOVE PALM TR££ ©-CLEAR & GRUB 0-REMOVAL EXISTING & IMPORT TOP SOIL WITHIN 3" OF ADJACENT IMPROVEMENTS (12" MIN FILL DEPTH) CONSTRUCTION NOTES @=SAWCUT @-coNSTRUCT 6" TYPE 'A' CURB & GUTTER PER CITY STD-182-L @-CONSTRUCT 8" TYPE 'A2' CURB PER CALTRANS STD A87A @--coNSTRUCT 6" TYPE 'B' CURB PER CITY STD-182-L @-coNSTRUCT 8" TYPE 'B' CURB PER CITY STD-182-L @-CONSTRUCT PCC SIDEWALK PER CITY STD-180-L @-CONSTRUCT IMPROVEMENTS PER LANDSCAPE PLANS @-coNSTRUCT 4• AC OVER 6" CMB OVER COMPACTED SUBGRADE C-4842 " " lf) "' " :, _Q if> 0 I -I C 0 0.. / if> ~ ,-----------------------.---.-----.-----------------------------------,-----------------------------1(]) PREPARED BY: STREET IMPROVEMENTS TYPICAL SECTIONS & CIVIL WORKS CONSTRUCTION DETAILS (]) ..c: (/) / if> (]) Engineers, In ."-f1...._ ~~Hi-,1::::-,--,-------------------------, BALBOA BouLEVARo BEAuT1F1cAT1ON 3151 AirwayAvenu1;, Suite T-1 1---1--------<1-----------------------------D-ESI-G-NE_D_: -~DR_A_l'IN_:--+--------------------~-R-6_Q_3_6_S _ _, ~ Costa Mesa, CA 92026 ASBUIL T PLAN DAG DAG CITY OF NEWPORT BEACH --0 (714) 966-9060 o .__ ________________________________________________ _._ ____________________ ___,_No_ .......... _D_ATE _ ___,_D_Es_c_RIP_TI_O_N_O_F_R_EVl_s_1o_Ns __________________ __,__cH_E_cK_E_D:---'M""M._D""s~:;;..1J=-'-i-"19;.:..•-=2.:.;01..;;..3.__ ____ P_U_B_L_I_C_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _.__SH_E_ET_2 __ oF_3_8__,3- ---, SEE SHEET 9 FOR ADDITIONAL INTERSECTION DETAILS G P ~$ STREET CONSTRUCT/ON ~ \ \ -----\ ----- -------- GENERAL NOTES 1. EXISTING UTILITIES SHALL BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED. 2. REMOVALS SHALL BE SAWCUT AT NEAREST JOINT. J. EXISTING TRAmc SIGNS SHALL BE IN PLACE DURING CONSTRUCTION AT ALL TIMES. 4. EXISTING MEDIAN IRRIGATION SYSTEM & FACILITIES SHALL BE REMOVED/ABANDONED AS DIRECTED BY THE CITY. DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) 0-ADJUST TO GRADE (ITEM AS NOTED) REMOVAL NOTES 0-REMOVE MEDIAN PAVING ©-REMOVE AC PAVEMENT & BASE TO 18" BELOW EXISTING SURFACE CONSTRUCTION NOTES @-SAWCUT @-coNSTRUCT a· TYPE 'A2' CURB PER CALTRANS STD A87A @-coNSTRUCT PCC SIDE.WALK PER CITY STD-180-L @-coNSTRUCT CURB RAMP CASE j\' PER CALTRANS STD ABBA (YELLOW WARNING SURFACE) @-CONSTRUCT TREE WELL PER LANDSCAPE PLANS ®-CONSTRUCT IMPROVEMENTS PER LANDSCAPE PLANS UTILITY CONSTRUCTION NOTES C!D-FURNISH & INSTALL 2" WATER SERVICE PER CITY STD-503-L REMOVE CONCRETE CURB REMOVE & REPLACE SIDE.WALK AS REQ'D PER CITY STD-180-L TRENCH REPAIR PER CITY STD-105-L A SW 1p 30 SCALE: 1 "=20' \ rt~ t I ~! I / 0 /~ ~~I--// / / / / /'«v /, / 1/sw 17 4p f- 1/ ~ (/) /0 / -;0 // W ,, Curve Table Curve # Delta Length Radius C1 34°26'40" J00.58' 500.00' C2 16'01 '26" 279.67' 1000.00 ABBREVIATIONS CNB = CITY OF NEWPORT BEACH HPG = HIGH PRESSURE GAS Tangent 154.99' 140.75' OCSD = ORANGE COUNTY SANITATION DISTRICT SCE = SOUTHERN CALIFORNIA EDISON ' . I -"-... ~ 1_1 • "'" C) 0, trj ....: I ..., + 0, c, 10+ 0 ~'1'--1----+ REMOVE CONCRETE CURB & GUTTER & SOIL TO 18" BELOW EXISTING SURFACE ~FURNISH & INSTALL 2· BACKFLOW DEVICE PER CITY STANDARDS STREET IMPROVEMENTS r,;\__ & REQUIREMENTS. FURNISH & INSTALL STAINLESS STEEL (PER BALBOA BLVD PREPA C, ' G """ I-w w I (J) s w w (J) LO N + 0 ...... w N st T z 0 - &REMOVE CONCRETE SIDE.WALK/CURB RAMP CITY STD) PROTECTIVE CAGE AS DIRECTED BY CITY. IRRIGATION C.'/1/11 IAlv1DVS POINT OF CONNECTION /VIL VVI nl\, (5 60 t 10 25) - REMOVE PALM TREE Engineers, In ."-411-+-,M..i~~==--t---t---------------------------i + o + :s CLEAR & GRUB BALBOA BOULEVARD BEAUTIFICATION ~ 3151 AirwayAvenu~ Suite T-1 1--t----+-:--::-=--:-:-:-:--:~=-:----:--:-:--------------------.-::-===:----,-::-::-"."C"'.".:---+------==--==.:....:...;=-=.=.::=..::.:....::..:.=....=.::::....:..::....:..:.:....:.:::....:..:~.:...:....------l- @-REMOVAL EXISTING & IMPORT TOP s01L w1TH1N J" oF ADJACENT f7J;'J~~0ft1 92 26 ASBUIL T PLAN DESIGNED: DAG DRAWN: DAG CITY OF NEWPORT BEACH 1--R_-6_0_3_6_-S-=---1~ ~---1M_P_R_o_VE_M_£_NTS __ <_12_"_M_1_N_R_L_L_D£_P_7i_HJ ____________________________________ __._ ______________________ ...,_N_o_ . ...l,__D_A_TE _ _,_D_E_sc_R_1P_110_N_oF_RE_vi_s_1o_Ns ___________________ -1...c_H_Ec_K_E_D,__!M~M~i~:!.~...!.r...!,~9·~2~0:!!13~----P-U_B_L_I_C_W_O_R_K_s_D_E_P_A_R_T_M_E_N_T ___ -1_SH_E_E_T__::3:..._o_F....:3::..::8:.......i~ ---, 0 I- LO I + (9 c.o ...... 0:::: Ww Z> ...J 0 I Ill () <( I-w <( w ~ Cl) H "' " :i +-IO 0 IC) - , C, 01 ("'~~ 1" SERVICE \) W1 ( ~ W2 ~ \ ...._____ _[C-~J ~ 0 G -+-+--~ G __ O_ ~ -~ ----G ---+~G ----1- TYP -H -H TYP -H 0 "' llO :::! --0 "' + i:!: i:!: "' --- TYP -") + -- TYP -H IO ~ IO i:!: IC) - PALM TREE :::....L.v IO it! to 0) i:!: - 16 -- I --~ -H .... oci IO + -- -H IO TYP ,.,.; -+ "' - E TV(OH) I w ~ I-en .c II -~I II " ,. ' , .. ,-- -H -IO " " + 0) - GENERAL NOTES 1. EXISTING UTILITIES SHALL BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED. 2. REMOVALS SHALL BE SAWCUT AT NEAREST JOINT. TYP J. EXISTING TRAFFIC SIGNS SHALL BE IN PLACE DURING CONSTRUCTION AT ALL TIMES. 4. EXISTING MEDIAN IRRIGATION SYSTEM & FACILITIES SHALL BE REMOVED/ABANDONED AS DIRECTED BY THE CfTY. DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) lg 0 (f) G s ~ -I L~ 0 (/) E' ---'-' -H "' to "' + .... - REMOVAL NOTES 0-REMOVE MEDIAN PAVING ©-REMOVE AC PAVEMENT & BASE TO 18" BELOW EXISTING SURFACE ©-REMOVE CONCRETE SIDEWALK/CURB RAMP 0-REMOVE PALM TREE ©-CLEAR & GRUB 0-REMOVAL EXISTING & IMPORT TOP SOIL WITHIN J" OF ADJACENT IMPROVEMENTS (12" MIN FILL DEPTH) TYP G s E I!,! '-' A SW ' to IO + IO - IO ~I 3' ,-I -H -H ->-"' "' 0 w " IC) + I :J IO llO TYP IO + -I<( IO - TYP SW A ~ TYP -H --:Z:2--F'fJ IO I "' A C&G + -+-T - - - -- CONSTRUCTION NOTES @-SAWCUT @-coNSTRUCT 8" TYPE 'B' CURB PER CfTY STD-182-L @-CONSTRUCT TREE WELL PER LANDSCAPE PLANS ®-CONSTRUCT IMPROVEMENTS PER LANDSCAPE PLANS UTILITY CONSTRUCTION NOTES + IO - w rt! .,; ") + +N - ~ FURNISH & INSTALL 2" WATER SERVICE PER CITY STD-5O3-L REMOVE & REPLACE SIDEWALK AS REQ'D PER CITY STD-18O-L TRENCH REPAIR PER CITY STD-1O5-L ~ FURNISH & INSTALL 2" BACKFLOW DEVICE PER CITY STANDARDS & REQUIREMENTS. FURNISH & INSTALL STAINLESS STEEL (PER CITY STD) PROTECTIVE CAGE AS DIRECTED BY CITY. IRRIGATION POINT OF CONNECTION I. 1--up >-l ~j! C") ;;: s::t ~ w \ -H "' " llO II II II ll 0 w + IO ~ IC) -H - 0 0 + LO ('t") 1- C'\l w Ww ~I ....J Cl) Iw () w ~ Cl) ~ 1p 30 4p SCALE: 1 "=20' C-4842 :, .Cl "' 0 I -I C: 0 o_ / "' ~ ,-------------------------r----.--------.------------------------------------.-------------------------------10> PREPARED BY: CIVIL WORKS Engineers, In .~1-J ,M:.a.,,-!f-ll-+=----1--t-------------------, STREET IMPROVEMENTS BALBOA BLVD (10+25 to 23+00) BALBOA BOULEVARD BEAUTIFICATION Q) ..c: (f) / "' Q) 3151 AirwayAvenu7 Suite T-1 Costa Mesa, C4 92026 l---+----+-----------------------------r-------,,------+----------------------r----------1-DESIGNED: DRAWN: R 6036 S "' DAG DAG CITY OF NEWPORT BEACH --O 0 (714) 966-9060 ASBUILT PLAN NO DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 4 OF 38 :::; ~---------------------------------------------------------------------------·~---~--------------------------~----M_M~S_EP_T_1~9,~2_0_13 ___________________________ ~/ ---, 0 0 +...,. ('I) 1- N w Ww ZI ....Jen Iw (.) w ()() !;;;: en ~ ill ci -+ "> "I ~ :r: 0 MEDIAN t TYP 10 TYP BALBOA BLVD C&G w TYP +I +I TYP I "' IX) <o 'I' "> "' It) + + iri lQ lQ ]! I I I +I ;!:l "' I "I " 'I' '-' -,i-+ It) + "' iri "' "I "I TYP +I It) TYP ~ + "' "I .:-(/) I->- -------- - - - - - - - - - - - - - - - - - ---------------- w CURB 1 ~"'-=,.L\---G G -------';ct------ssce-t-G ----G ---'=/\G.A -------1 G ------ 0 1- ('I) I + C) (j) N 0:: Ww Z> ....J 0 I CO (.) <( !;;;: w ~~ f- / / I I I I +I "' oi Cl) + It) -iri "> T 11 I-Cl) 1, .c -00 ('t) II !1 +I It) <o "I + ~ ~~(o~ ~ ~1 t i I '-' 1 I (/) I 11 I TYP ~ 'I' It) + ~ 29+f!0 E ~ '-'' i .JL1 l ....L +I +I +I ,i-,i-,i- ~ " It) ~ " 0 " + + + + " ~ ~ ~ "I 6 ~I • TYP +I ~ "' 10 10 -~..: IX) >o + f-+ ~ ~ -------------------------------- +I -0 "' + -Jo+oe- ---t---- - - -A MEDIAN ~UR_B ___ _ A C&G w w A PALM TREE SPIKE JJ +fJ'~-------+------1 ----w--+-- c,:,i----------------r'~~---------------------t-------1 (/) -+-++--1 G BALBQA BLVD G f- 31+79. • 8'---. WASH R ' ~ -f--t-----1-"' + - (/) ;ll • 0 -t-,s;'.-J--1---- SPIKE & WASHER ---.=,-----I --- A C&G ~ -IX) + --A MEDIAN w >-1----1---1--=c-r:-C_U_R_B ___ G ----G ---+1-- c:2f' I G PALM TREE w 34+00 G 0 ...,. t + (0 ...,. I- J4 09.97 ('I) w CL INT Ww ZI (/) ....Jen -~ ::-r= -_ I ----I~t ~~~-;:~t ~I _-£ ----E ---::=---i..:::: --:::....T":: ")_ - --r--1')_ r-£ T Iw (.) w H I ~ Cl) I £ I I I I I I I I ~ I I I L3J_f TV(O~Qf ~_r r T'~Q' ~-L , ... v ·· , __ , .--~--___,,I_ -~---___,,I ~-. -+-----i"--'----•----~ ~--~-- .r E E OH E !;;;: en i::- +I It) iri Cl) + Cl) "I 6 16 +I +I It) It) iri iri "I It) TYP + + 0 0 "> "> TYP GENERAL NOTES 1. EXISTING UTILITIES SHALL BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED. 2. REMOVALS SHALL BE SAWCUT AT NEAREST JOINT. ;j:j iri -+ -"> J. EXISTING TRAFFIC SIGNS SHALL BE IN PLACE DURING CONSTRUCT/ON AT ALL TIMES. 4. EXISTING MEDIAN IRRIGATION SYSTEM & FACILITIES SHALL BE REMOVED/ABANDONED AS DIRECTED BY THE CITY. DISPOSITION NOTES 0-PROTECT-IN-PLACE (ITEM AS NOTED) REMOVAL NOTES 0-REMOVE MEDIAN PAVING ©-REMOVE CONCRETE SIDEWALK/CURB RAMP 0-REMOVE PALM TREE ©-CLEAR & GRUB ;j:j ~ + TYP ~ TYP 0-REMOVAL EXISTING & IMPORT TOP SOIL WITHIN J" OF ADJACENT IMPROVEMENTS (12" MIN FILL DEPTH) It) SW >-I ~ w I~~ I It) -"> TYP + I l' ~ ~ f-:r: I: I 0 TYP ~ > f- CONSTRUCTION NOTES @-SAWCUT @-CONSTRUCT TREE WELL PER LANDSCAPE PLANS CONSTRUCT IMPROVEMENTS PER LANDSCAPE PLANS ~ oi It) + ~ SALVAGE EXISTING METER & BACKFLOW. DELIVER TO CITY. CAP WATER SYSTEM PER CITY STANDARDS. :1 ~ 1 ~ ~I ( ~ II 1: II ~ ~ II 11 I 11 11 I I 11 11 1p 30 4p SCALE: 1 "=20' C-4842 :, .Cl "' 0 I -I C: 0 o_ / "' ~ .-------------------------,----.--------.-------------------------------------.-------------------------------10> PREPARED BY: STREET IMPROVEMENTS CIVIL WORKS BALBOA BLVD Q) ..c: (/) / "' Q) Engineers, In .~1-J ,M:.a.,,-!f-ll-+=----1--t-------------------, (23+00 to 34+40) BALBOA BOULEVARD BEAUTIFICATION 3151 AirwayAvenu7 Suite T-1 Costa Mesa, C4 92026 (714) 966-9060 l---+----+-----------------------------r-------,,------+----------------------.----------1- DESIGNED: DRAWN: R 6036 S "' DAG DAG CITY OF NEWPORT BEACH --O 0 ASBUILT PLAN NO DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 5 OF 38 :::; ~---------------------------------------------------------------------------·~---~--------------------------~----M_M-+-S_EP_T_1~9,~2_0_13 ___________________________ ~/ --, 0 -.::I" + LO -.::I" 1-""w Ww ZI ....Jen Iw (..) w ;ll ;ii r-,; ci "" "' + + ;,; ;,; 7" -r--~-- .,-·71,' =L~~-9_!_ SD 10 lO ll:i - G -Ii - "' -Ii ;ii -TYP "' co -0, -+ G lO + + lO "' ..., ..., ..., -H -lO ll:i "' '2 1 -"" 0 + ~ > " f-..., 0 > f- I r ;< ;< -H "' co "' + " ..., lO ll:i MEDIAN ~~ .1, :iM 1 9 ~w ----,-------,--G -++---G -BALBQA-8LVD G -~~ :_ -;;j;.--=j;j;§! G E G -7'RE 1:.£ ;;=~~~-=~===iy=-----===~=----tfi~=~1:1-z ff----'=----91 ='-:::'Jl~~~=~t~=~~) __ -~ -- :~:-:--="""=--="""=--=--=--~~k~~=--~~~~~~~r======-===-===-~ i (/) ~C~======~=-==-=~=d*~~~~~~~---===~=-=~~ S ;. J7+55.01 ~ SPIKE & WASHER J4+4 .. 07 S KE & WASMER ~ ;tj ---"" ~---+---- 3'5-cf-00 -------s·o +t'Jfl'· --i-11 '!' w ' .,. (/) ;ii - --i~-1 -..:+--- 37"/"00 -Ja+oo --Ii lO A C&G A C&G + A C&G + •f----'n'------(-L------------t,-j-j-----j-t--;<r-ttci---------7 •L---------r--cg1 A C&G + I I I I 11 11 11 11 11 ) (/) • ~ en ~ -=._=,-=._--=-;---,, ,----= ----,-_"). _!,')_ --_..., ·- 0 1- 0 I + (.9 ..- -.::I" 0::: Ww Z> ...J 0 T (OH 11 ..: i-J " ___ _,_ G -----G /----''7fr ---l w---W---t-W R2' - I Ill ----=~-(..) <( ~w ~~ [t- C: N C') - 7 I II I I ---... ,,,,.,.---- (// 0 \ ~ ll:i 0 + ill ~I 17 I I \:, f- d II TYP ;ii ci 0, + ill E C/l TV( ; r-~ I J I I I t; ~ I I I 11 I I I I I 11 I (/) I I I 1. EXISTING UTILITIES SHALL BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED. 2. REMOVALS SHALL BE SAWCUT AT NEAREST JOINT. 15A J. EXISTING TRAFFIC SIGNS SHALL BE IN PLACE DURING CONSTRUCTION AT ALL TIMES. 4. EXISTING MEDIAN IRRIGATION SYSTEM & FACILITIES SHALL BE REMOVED/ABANDONED AS DIRECTED BY THE CITY. DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) @-ADJUST TO GRADE (ITEM AS NOTED) --E - T TYP 20 PREPARED BY: CIVIL WORKS (0 -- 1""""'77-r ····_._ -H 0 si- TYP "' + IX) ..., SW SEE SHEET 8 FOR ADDITIONAL INFORMATION rJ1) I. ITT I->-I 111 ~(/)~11 I .._ ti. 11 II ~ ~II I 11 I I I 11 I I I ;. I I ;< 0, A C&G + 00-_!'.) --- -- ' . ' __.__. i , ...... i ~-, -Ii -Ii --co si--"" + + ~ ~ d JI ;<' (/) I-I en 8' ;< 91 1 • ;< I I Engineers, In -~~-'41~RH:=-1--t-----------------------i 3151 AirwayAvenu7 Suite T-1 Costa Mesa, C4 92026 (714) 966-9060 G TYP G L '- w IX) t----1 ............ -~~--------:tt:-- G :1: _________ _ ~ Li I I TYP I SW TYP ;. I G I 9 1p 30 SCALE: 1 "=20' I I c ;< I LO r-,.. + r-,.. r-,.. 1- -.::1" w Ww ZI ---,,•, ...J en c::::'. I W (..) w 4p ~ en ~ 0 "' 0 LO I'-+ co I'-1- """w Ww ZI _J Cl) Iw () w ~Cl) ~ I-C/) 1 ------------- ' Ill I (/) I E---E E E E E ----------------------r ----------~ I (/) -w---w---w---w-+---w------'-w---w---w---W----1J ltl u -.....::::1/ u I w-~-1---W-,---:-:'--'---'t---=-=---=--W-:I---W---w---w---W----1------lW---W ~w a:i::, r-: ~ 51+0 .8.3 so TH= I I - B +SG = TV(OHJ 0 °??,-t O -'° ~ ~ -51-+ '8.8.3 NeRTH I -&{)g "'· ~ "5 ~ "5 'f.\' 9.5 ' Lt w---__J -l 'ALM EE J' I- BALBOA BLVD REMOVE PARKING POST (TYP) TV(OH) (/) I II I 11 'I I I ,< 51 I I 11 11 I &l l \ ~ \ '\: E --....__ 0 '9v w -----J;l --- I I// .. TV OH REMOVE PARKING POST (TYP) w Jzj w I') w w w g --.J + "' "' "' C --- T\Y(QH): TV OH 1 1-i 7 r--- / I : I I I Ii ~'{' II I I I ' I I ' --------------- s -------------- s -------------- s -------------- s --------------s - ------...::'------== -=----~=-- -..... --------------7 11 ~i 1 T 1/ I 11 ~ 11 1, 11 11 11 J II i/ .C I I ----"SI" I ,< ---I 11 11 II Ill 1 1111 ;1 11 11 /1, Ill/ 1 1 11 ;/11 N I I , I, I I I >-w 1::J I<( '-::: GENERAL NOTES 1. EXISTING UT/UT/ES SHALL BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED. 2. REMOVALS SHALL BE SAWCUT AT NEAREST JOINT. .3. EXISTING TRAFFIC SIGNS SHALL BE IN PLACE DURING CONSTRUCT/ON AT ALL TIMES. 4. EXISTING MEDIAN IRRIG'ATION SYSTEM & FAC/UT/£5 SHALL BE REMOVED/AB'ANDONED AS DIRECTED BY THE CITY. DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) REMOVAL NOTES @-REMOVE AC PAVEMENT & B'ASE TO 18" BELOW EXISTING SURFACE ©-REMOVE CONCRETE SIDEWALK/CURB RAMP ©-CLEAR & GRUB ©-REMOVAL EXISTING & IMPORT TOP SOIL WITHIN .3" OF ADJACENT IMPROVEMENTS (12" MIN FILL DEPTH) CONSTRUCTION NOTES @-SAWCUT @-coNSTRUCT 8" TYPE 'B' CURB PER CITY STD-182-L @-coNSTRUCT CURB RAMP CASE 'H' PER CITY STD-181-L CONSTRUCT IMPROVEMENTS PER LANDSCAPE PLANS CONSTRUCT BULB-OUT PER DETAIL 8, SHEET 2 RESET EXISTING SURVEY MONUMENT 9 1.0 30 4.0 SCALE: 1 "=20' C-4842 (J) f') 0 - :, .Cl "' 0 I -I C: 0 o_ / "' r---------------------,--,----,-----------------------------------,---------------------------10> <I) STREET IMPROVEMENTS PREPARED BY: CIVIL WORKS BALBOA BLVD ..c: (/) / "' <I) -Engineers, In ."4+-i-J .M~Rl-t::-1--t----------------------1 (47+75 to 60+00) ;§ BALBOA BOULEVARD BEAUTIFICATION ~ 3151 AirwayAvenu7 Suite T-1 Costa Mesa, C4 92026 (714) 966-9060 r--+----+--:--::-=-:-:-:-:-=:-=-:--::-:--:-----------------r===---r=--:-::-:-,c---+------=-==:.=-:..:..=.=-=.;==.;:.:..::..:=-.:=.:.=..:.:.:..:-=..::.:.:.;.:.:.:... ____ -l- ASBUIL T PLAN DESIGNED: DAG DRAWN: DAG CITY OF NEWPORT BEACH R-6036-S 8 0 NO DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 7 OF 38 :::; ~------------------------------------------------...L..-----------------------'--·..L... ___ ..L... _________________________ .J._ __ ___!M~Mi..=!SE:!..P.!..T.!,;19~,.!::20~1~3L-__________________ L._ __ :....__::.:::...J/ ---, n-llllllllllll-111111111111111111777777t-t-t-t-t-t-t-t-t-++++++-+-+-+-+-+--+--+---t---t---t-f-f-f-f-t-+-+-+-+++++++-+-+-+-+-+--+--+----i----i-l-l-t-t--l--l-+-+-+-+---t---t---t----t---+-4~,f1~1--+--+---l----l----+-----+-----+-----+-1-l-1-1--l-_j__j__j___(____(____(____(___j___j__)n-•1t--+-+-+-+--+--+--+--+--+-+-+-+---+-I l1111H11111111t-HH1---t111--t-t-t-t-H--t---t-+++++-t-t-H--t--t-+++++-t-t--H--t--t-+++++-+-t-HH--+-++++++-+-+-H--+-+-+++++-+-+-l-------l--+-+-++++--l---t--l---l-------lH--+----++++--l---+--l---+-H-,1!:"~+--I-W----t_j_---t--l-___.(____t.,._/0-+-+-+-+-+------,f--1--+-+-+-+-+-+-+-+-+--f--l-1 ~0-+--+--+--+--+---+----+-~1-+-+-+-+-+-+--+--+--+-41-4te~,-+--+-+----A:(H-+-+--+--+--+-+-+-+-+--+--+-----l-----l-l 111---t---t---t---t---t---t---t---t---i---i-----1-----1t-t-t-t-t-t-t-t--t--t-++++-+-+-+-+-+-+--+---t---t---t-----i1-1-1-1-t-t-+-+-+-+-++++++-+-+-+-+--+--+--+----i--+l-l-l-l-+-+-+-+-+-+-++++--+---+---+--+---l----l----+-----+-----+-----+-----+l-l-l-l--l--l--l-_j__j__j___(____(___j__j___j_---l---l..-l--l-_j__j__j____Ltl o ! ~;~ 1111111---t---t---t---t---t---t---t-----1t-t-t-t-t-t-t-t--t--t---t---t-++++-+-+-+-+--+--+---t---t-----if-f-t-t-t-t-+-+-+-+++++++-+-+-+-+--+--+----l----i--+l-l-l-l-+-+-+-+-+-+-+++---1----1---+--+--+---l----l----+-----+-----+-----+-----+l-l-l-l--l--l-+-+-+-+---!---!-+---l----l----l---l..-l-_j__j__j__j__J_~b.~:--+-+--+I-Lf~~O+R~O~F------'fe~uR18=-------j~~I~ -+--+--+-+-+-+-+--+--+--+--+-----l----11-l-l-+-+-~I 1+-11111111111---t-----1-t-t-t-t-t-t-t--t--t---t---t-++++-+-f-f-f--t--t---f---f-----j-f-l-l-l-t-t-t-t-++++++++-+-+-+-+--+----1----l--+-l-l-1-1-l--l--l--l--l-+++---l----l---+--+--+---l----l------t-----t---1---l-----+f-f-+-+--l--l-+-+-+-+---!-++---l----l----l---l..--l.._j__j__j__j__j_~+~ 0 ~0 11 e ~~----l-lf-1-l-l-l-l-+-~~~+-+--+-+-+-+-+-+-+--+--+---l----l-l-l-l-l-~I -0> , i--0.,35;' ,.. . 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EXISTING UTILITIES SHALL BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED. 2. REMOVALS SHALL BE SAWCUT AT NEAREST JOINT. .J. EXISTING TRAFFIC SIGNS SHALL BE IN PLACE DURING CONSTRUCT/ON AT ALL TIMES. 44+50 45+00 45+50 'f• I '/ I "' 17~,, 2B 19 - w w w w w w w w w \ - w I .• ... 2P .....__ ____________ _ REMOVAL NOTES CONSTRUCTION NOTES @-SAWCUT @-CONSTRUCT BULB-OUT PER DETAIL 4, SHEET X @-coNSTRUCT 6" TYPE 'A' CURB & GUTTER PER CITY STD---182---L @-coNSTRUCT 4" AC OVER 6" CMB OVER COMPACTED SUBGRADE ~ ' u ~ ~ -'---r:;rr"GiF==mi f'l')~J-L- • ·" 4. SEE IRRIGATION PLANS FOR DISPOSITION OF EXISTING IRRIGATION SYSTEM & FACILITIES. DISPOSITION NOTES ©-REMOVE AC PAVEMENT & BASE TO 18" BELOW EXISTING SURFACE @-REMOVE AC PAVEMENT & BASE FOR NEW PAVEMENT SECTION ©-REMOVE CONCRETE CURB & GUTTER TO 18" BELOW EXISTING SURFACE ©-REMOVE CURB RAMP ©-REMOVE CONCRETE SIDEWALK @-coNSTRUCT B" TYPE 'A2' CURB PER CALTRANS STD AB7A @-coNSTRUCT RESIDENTIAL DRIVEWAY TYPE I PER CITY STD---162---L CONSTRUCT SIDEWALK PER CITY STD---180---L @-coNSTRUCT ALLEY APPROACH TYPE 'A' PER CITY STD---142---L ! CONSTRUCT CURB RAMP CASE 'c' PER CITY STD---181---L @-coNSTRUCT 6" PCC OVER COMPACTED SUBGRADE " co \_CONCRETE COLLAR 560-C-3250 rEXISTING / CLEANOUT TYPICAL SEWER CLEANOUT ADJUSTMENT NO SCALE - r 1 \ \ I @-PROTECT-IN-PLACE (ITEM AS NOTED) @-ADJUST TO GRADE (ITEM AS NOTED) ©-REMOVAL EXISTING & IMPORT TOP SOIL WITHIN .J" OF ADJACENT IMPROVEMENTS (12" MIN FILL DEPTH) .0 @-coNSTRUCT CURB RAMP CASE 'H' PER CITY STD-181---L @-RESET EXISTING SURVEY MONUMENT 1 @-coNSTRUCT CURB RAMP CASE 'A' PER CALTRANS STD ABBA @-RELOCATE EXISTING STREET UGHT PER CITY STD---200---L & 204---L § '16\-CONSTRUCT TREE WELL PER LANDSCAPE PLANS @-FURNISH & INSTALL CAST-IN-PLACE WARNING SURFACE C-4842 ~ r::=-==--=-----------------,-,---,----------=\!.Y=. _________________________ _:C70rLO::.R:_:_P:::ER.:_:C::_:11Y_:__:S::T,.:_:'AN:,::D::.A::,:R:::D ______________ _::_:_=._:,::.......j 1l PREPARED BY: STREET IMPROVEMENTS i ~~QFESS19,-v, (J) CIVIL WORKS f~~,~ M 41?s;~" BALBOA BL VD ! C: ' / °':...J1 /;! • RCE J;798 ,;: (43+36.46 tO 45+53.65) ~ c:ng,neers, ,nCJY'-* Exp, ,/103/,(..31,a.-/1 .. 5 '1-* l/-+:=-i----i---------------------------------1 ;;, 3151AirwayAvenu1;, SuiteT-1 i--r---t-:-:::-=-:-:-::-:=-:=-:---:--:-:-------------------"T':'==:----,-:-::-"."C"'.".:---+------=-BA:....:::L::B.::O::..A:...:B::.O=U:.:L:.:E:...:V:....A::.R.:.::D::..::B:.:E::..A:::U:...:T:..:.IF:_l:,::C::A.:..:T:..:,IO~N:..._ ____ --l~ Costa Mesa, CA 92026 ~,,,,, C1v11.. <fee"'~ ASBU ILT PLAN DESIGNED: DRAl'IN: R 6036 "' 0 (714) 966-9060 OF c,ci< DAG DAG CITY OF NEWPORT BEACH --S 0 .__ ________________________________________________ _,L ____________________ _j_N:.:,:O::_._L_:D_:ATE=--1..:.D=ES::CR:.:::IP_:Tl.::O:.:.N..:O.:_F.:.:R::EVl.:S:::IO:.::NS:__ _________________ _j__cH_E_cK_E_D:__JM~MlD~S~i1J=I.i]19!,_,1;20Q!1~3L ___ _:P_:U::B::L:l:C_:W_:O::::..:R:::K:::S:..:D:E:::P~A~R~T.::M:.:.:.:::E:::N:..:.T ___ _l_.:'.SH::EE~T~8~~0F:_:3~8~3- -, \ \fl \ ~ 4+00 ~1- - () (j) G (j) WALL~ \ GENERAL NOTES 1. EXISTING UTILITIES SHALL BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED. 2. REMOVALS SHALL BE SAWCUT AT NEAREST JOINT. J. EXISTING TRAFFIC SIGNS SHALL BE IN PLACE DURING CONSTRUCTION AT ALL TIMES. 4. SEE IRRIGATION PLANS FOR DISPOSITION OF EXISTING IRRIGATION SYSTEM & FACILITIES. DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) @-ADJUST TO GRADE (ITEM AS NOTED) --- REMOVAL NOTES ©-REMOVE CONCRETE SIDEWALK ©-CLEAR & GRUB Q r 1.0 SCALE: 1"=10' E: ---------------E: ---------------------c- CONSTRUCTION NOTES @-SAWCUT @-coNSTRUCT 8" TYPE 'A2' CURB PER CALTRANS STD A87A @-CONSTRUCT PCC SIDEWALK PER CITY STD-18O-L @-coNSTRUCT CURB RAMP CASE 'A' PER CALTRANS STD ABBA @-CONSTRUCT IMPROVEMENTS PER LANDSCAPE PLANS C-4842 "' st 0 :, .Cl "' 0 I "' I C: 0 o__ / "' ~ .---------------------------.---r-----~-----------------------------------------,--------------------------------10> PREPARED BY: STREET IMPROVEMENTS Q) CIVIL WORKS INTERSECTION DETAILS _ Ennineers, In .~1-J /IAca.,fi-i::::-----t------t---------------------, BALBONW. COAST HWY INTERSECTION 8 ..c: (f) / "' Q) ::,, BALBOA BOULEVARD BEAUTIFICATION ~ 3Clo5s1taAfi;wesaayAC4ven9'2u1;,'2S6uiteT-l ASBLJILT PLAN DESIGNED: DRAWN: R 6036 S "' "'' ' o. DAG DAG CITY OF NEWPORT BEACH --O (714) 966-9060 o ~--------------------------------------------------------------------------N_o_.~_D_A_TE_~D_E_sc_R_1P_11_0N_oF_RE_V1_s_1o_Ns ___________________ ~c_H_E_cK_E_D=_M_M~iA_E~_r_1~9·~2_0_13 _____ P_U_B_Ll_c_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T _____ SH_EE_r_g_o_F_3_8~~ --, ------ R2B(CA)~ ' ' I I ~ I 'I >I-r R2B(CA!@ I '- ---------- ~- / / / 1/, / / / / / / / / / / / 01// / // 1/ ",_ / / / A R2B(CA) R2B(CA)@ / / / / \ / / / -----BA.t.e ---. -- OJ!,. Bt.vo ---.,,<...\.Q '71 ----~~ ~ Z'pj ~------~~----G ----,ga s.__ ---~ -= -------1 O R4-7 TYPE~ Go S'J = - } I R1- L BUS STOP SIGN 0 10+00 J..J +oo ---1----+ >I- i R2B(CA) 10 0 R1-1~ 0 0 / BALBOA BLVD 13+0_Q_ I-(/) _c: -4R2-1(JO) ~I R2B(S)(CA) I {,o)BUS STOP ) dO s R2B(CA)'1o' I___, SIGN ~ I--, -'\'..'.:'.) R28(CA)~O R1-1~ R6-2R A R6-2L di s I1o1I-I1o1I ~ L+J 0 0 jT p (/) ~ st R1-:!Al R2B(CA) A 12 R2-1(JO) ~ ol I I I0I I I, R2B(CA) :::_r,.,;, I R1-1 R6-2R R6-2L > J I 3o 4:° a:° SCALE: 1 "=40' R1-1 R2B(CA) A R4-7 RJ-78 d lS 0 I--LO LL + w c.o _J T""" ws zo _J _J :r:W 0 Ill I-w <( w ~Cl) .._'--s:=,r1-;:: lol:;-rl-==-1-u;:::ol;--rl=~,,-::-t,-.. -,,llol::;oJ v-=====1---;?-----f,j/\ ,~--,--~-=~==:::7:::!:T:1J1o10:!:!l'1=~==:7~\a-=1=0~1"'I======r~-✓:.__.,_~~=:::!·i~ lo:!:''!:= i'=:::!1:!:: 10:!::!'' l=:c'!Y~ 'f'--~,_=-=-=-=-1=-lolo=-=l-=-=-=I-= lolo-=-='~ =:::::::::::'.'.'._J -!--S:~~ml~~gj:J==~~~~~~~gj:J~~~~~~~~~t /r/m~~~c~~ I v I " I ~ I \. I1o1 1 -11 o II·d I I -=-,-==.TP;/;,:;-r==-r;:,,r=;;r-' r::~ BAL-BOAB-LVD =I ---:: -: Jin\R4-7 t ---~/f---: __ -__ ---t-_ ,.(ln'IR4-7 L.lill ..,_,_,_"_l:jLVU g _;,_____ ""-~ ---~ tu V - --g -/,0RJ-~1~0-----+-- - -V ~ - - ---/.0RJ-,o -g _/-- -~ - --R4-~--zW I /1'-,1,"""",====~Ir:-:-..=======e,II))✓ I -/?--L'-<w A I / i,tff:,,=======~.=,~~======~"'' I I? ~ A ----<= I h W _J I Rf-'tv'r--.. ,.., -~ "· ~"7~----'lr-=~==~~--~----c!J. ~ ,•,H ~-,,, "7 r,,P c c!J. R4 '§Y-' --d~ Cl) k,1._-,,µr '12•l(2li;,fu 1R _._ -1'>lf?l1?6 1R R~-7(10 ,1"'11,,----------~ 24-+ -2"2'R6-1R ----1 ~~ -12 (2)R6-1R ~ t R1~11 O I RJe-1r--;-~ _19+0Q_ _ _ \c ·JzO'l-'1JO -~-21+00 _ ,--'ti~oo--RJ-1B -2.J.:!-00 _ I\•/ 25+00_§5_ _ _ESc=:26+I0_ --~'-00 RJ-1"' _ 28+00 _ _ 29+00 () W --- ~ ----+ I----+ ----1--"'="" -+----. ---+.------+-+ -I"" . - : --+--1----+ ---- I ~ -+------E.,¥i:I: ~ : -: -~=="-It-~-''\_ -,---+: ----1----+ ----~ lli f ' ,, R1-1 A R6-2R R6-2L I I ' < I I I 'I I-,r ' itl J R2B(CA)cii B SOP SIGN I I C:!] I I I I I ' :I-r R2B(CA)@ I - SOP Iii ~ I I I I I I I I I I I I 'I I I R1-1 R2-1(JO) 12 "@R2B(CA) A R6-2R R6-2L BUS STOP SIGN RS-l R6-2L ~ GENERAL NOTES 1. PROTECT EXISTING STRIPING & MARKINGS UNLESS OTHERWISE SHOWN. 2. SIGNING AND STRIPING INSTALLATIONS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS (LATEST EDITION), AND ALL ADDENDUMS THERETO, AND THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STANDARD DRAWINGS, CURRENT EDITION. "' LEGEND ~ = EXISTING SIGN ~ = NEW SIGN & POST -----,"----,_ ✓ INSTALL TYPE C "-"------~ YELLOW REFLECTIVE MARKER (TYP) ---------- J. ALL STRIPING, MARKINGS, AND LEGENDS SHALL BE SPRAYABLE REFLECTOR/ZED THERMOPLASTIC UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE AND INSTALL RAISED PAVEMENT MARKERS FOR ALL STRIPING, STRIPING, MARKINGS, AND LEGENDS SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS A20D AND A20A THRU A20E. DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) -----" I ------------------------------/IJ -----------------------------~ // ----'~-==---/ -----------/ MEDIAN NOSE MARKERS 2 FOR LOCATIONS WITH NO SIGN AT MEDIAN NOSE NO SCALE "-----/ SIGN R4-7 TYPE 'K' MARKER (REMOVE TYPE 'N' & INSTALL TYPE 'K' AT EXISTING SIGNS) / INSTALL TYPE C , , YELLOW REFLECTIVE MARKER (TYP) -----C\j ' ----------,i-"' ~ l,J __, a. ~~ 9~ Vl ::S ~~ • C(). I "' • I "'. ,,., 4 , ' MOUNT SIGN FLUSH AT TOP SEE PLAN FOR TYPE iELESPAR" TUBING PERFORATED BY UN/STRUT OR APPROVED EQUAL 6" DIA CONCRETE FOOTING FINISHED SURFACE 4. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL PAVEMENT STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONTRUCTION AREA SHALL BE RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY. 5. THE CONTRACTOR SHALL RESTRIPE EXISTING STRIPING AND CURB MARKING OBLITERATED BY NEW CONSTRUCT/ON WHETHER OR NOT SHOWN ON PLANS AT NO COST TO THE CITY. 6. TRAFFIC SIGN FACE REFLECTIVE SHEETING SHALL BE JM "ASTM TYPE 11 • OR APPROVED EQUAL WITH PROTECTIVE GRAFFITI OVERLAY FILM OR AS OTHERWISE NOTED. 7. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. PRIOR TO INSTALLATION NEW SIGN SHALL BE APPROVED BY THE CITY. EXACT LOCATIONS OF SIGNS SHALL BE DETERMINED BY THE CITY ENGINEER, B. SALVAGED SIGNS AND SIGN POSTS SHALL BE DELIVERED TO THE CITY PUBLIC WORKS DEPARTMENT. 9. STRIPING SHALL BE APPLIED WITHIN 4B HOURS OF SURFACE COURSE REPLACEMENTS ON STREET OPEN TO THE PUBLIC. IN NO CASE SHALL A NEWLY PAVED STREET OPEN TO THE PUBLIC BE LEFT UNSTRIPED OVER A WEEKEND OR HOLIDAY. 10. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, LEGENDS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED BY WET SAND BLASTING. BLACK OUT IS NOT PERMITTED. ALL DAMAGED PAVEMENT DUE TO REMOVALS SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A SMOOTH AND UNIFORM SURFACE OR AS DIRECTED BY THE ENGINEER. 11. ALL CROSSWALKS, LIMIT LINES, AND PAVEMENT MARKINGS SHALL BE SPRAYABLE REFLECTOR/ZED THERMOPLASTIC PER SPECIFICATIONS. SIGNING & STRIPING CONSTRUCTION NOTES @-SALVAGE & RESET SIGN (AS NOTED) (PLACEMENT OF SIGN TO MEET ACCESSIBILITY STANDARDS) @-FURNISH & INSTALL SIGN & POST (AS NOTED) (PLACEMENT OF SIGN TO MEET ACCESSIBILITY STANDARDS) (.;";;\__ RELOCATE SIGN (AS NOTED) ~ FURNISH & INSTALL POST AS REQUIRED (PLACEMENT OF SIGN TO MEET ACCESSIBILITY STANDARDS) @--REMOVE SIGN & POST (AS NOTED) & DELIVER TO CITY @--RE-INSTALL EXISTING PAVEMENT MARKING (AS NOTED) C-4842 -I CT> C Q_ ~ ~ (f) / "' ~ " " ' I '-----------* * ,-------------------------.-----.--------.-------------------------------------.-------------------------------10> -----"-"-/ I ',' --~// '"---~-// -----------/ MEDIAN NOSE SIGN & MARKERS 1 FOR LOCATIONS WITH SIGN AT MEDIAN NOSE NO SCALE • : -, .. TYPICAL SIGN & POST INSTALLATIO PREPARED BY: Q) _c (f) / "' Q) 0 1- 0 I + C) ..... "-:I" 0:::: Ww Z> ...J 0 I CO 0 <( I-w <( w ~ en I 00 --- ' ' B'S STOP A SIGN 0 'f 0 (j) ..... N 1- w W zW -I ....Jen I ow I-w <( en ~ -~R4-r i7 W.3-1 30+00 - -' ( I r-, p-=-1 I OP I\ "G R1-1 R6-2R R6-2L I I I I I I R6-2R R6-2R A ~I, ~, A R6-2L R6-2L - R1-1jA ✓ R28(C ) A f\ R1-1 ~ R1-1 ~ ~ A ~us STOP R28(CA)~ R5-1 R28(CA)~ -dO S / SIGN J '~ I ~ I '• / -1@11=1 @ -, I ,. I J I \. ~ / 1roiI-IroiI-~ ,'-. lroil " I fol I I roi I -~ I roi I -I ro7Ji ) \. lroiI-lroil - "" / "" =-~ ,z - - - R4 7,(, JI. "" BALBOA I ~ ::==' ~ R -7 ~R6-1R RJ,7 &3-18 10 LVD R4-~ - - - --~ -R -18 ---R.3 18 b - -'--'\-"" - --R.3-18 lO -BALBOA BLVD ~ , BALBOA BL VD I (2)R6-1R0.3) I t;=; / ~ / ~ I l""" :, I ~"Fl :I~ ~ ~ii {F ,,fr {F rr ~ ~ / rr _._ ~ V !(JD --(12)(2)R6 3~00 31+00 / 32+00 3 + 34+01 "" 35+00 V 37+00 38+00 - - -' -' - ---- - --' ' --' --- --~ --I-111 )R6-1R -I -----I-+ -I ' ' ' / ' ' "" ' ' ' ' / ' ' -- Is / ~ ( C ::Jl"']I\ l\jbj jL=..ij jL=..lj jL=..lj -'\ (/j I " l~I "I " , -, 'I r '®R28(CA) I I I I I I I I ' ' I I I I I I 1-I sr p t BR28(CA) BR28(CA) (/) 1 R1-1 t--I .s::: I-(/) -(/) A R6-2R .c CD R6-2L -"' .c st -R2B(CA) ~ LO 1 O BUS STO SIGN "' "' I I I I 15 'STOP' I I R1 -1 1 2 l'C---..! f-+-4+-1 _ _,_,,,_. ~ / 12 R.30A(~ cKJ.IS. / ' ' ' / ')fl I 10' ":-..~--------~--+-,~----------, '---l N ~ 44+00 s{?' I{!' - \"--.,_ ~ - I .,-~/ R1-1~ I ,I, dOlS l dOlS dOl' !,I} I '-- V l 'J ~ I (l2 ') 1~1 R6=1R - 48+00~ -- --57+09 49+00 50+00 ~7+01 I-+ {!' -lg' ~I -------5?L . .2l' -...l ~ ':Jf ' y.. ' I I 1R I I - R6-2R ? 30 4:° ~c A ' R6-2L Bf s STOP;@\o SCALE: 1 "=40' R2-1(.3o)@~ ' dO S SIGN I -- { ''" R4 7;(,o),~ I fol I I ~,/I ,. /J J foll _, 1/ -~ R.3-8 I \ {R,, 39+00 s· p I-(/) "E "' "' --- - --I - -I I I R2-1(.30) 12 R1-1 A R6-2R R6-2L BUS STOP SIGN i's -e, ; --=\JJ .r-- ~ ~ , / 1R - - --- I ,,fr ,,fr 40+00 41 • - -' --' ' I I I ~,.._, I I >-R9-.3A A lJ.J ...J ...J <r:: R.3-1:@ f?28(CA) lO " " r-, BALBOA BLVD - - ---53+00 54 r= =1-~ 0 l-o LL +w ..... ...J "-:I" ws zo ...J ...J IW 0 co I-w <( w ~ en 0 I-0 LL + w "-:I" ...J LO w s z 0 ...J ...J IW 0 co I ~ ~ , I"'\ I ~ (12') l"-@R6 I"'\ I r\ I-w I <( w G:j ...J ...J <r:: 0 1- 0 I + C) "-:I" LO 0:::: Ww Z> ...J 0 I CO 0 <( ~w ~~ SfOP N 20' PAY STATION SIGN 13 5+00 ~ :,..,,-,--7" --1 (12? I 6-rjl---- !ii rn · .s::: cl5 C\I I R1-1 NOT A THROUGH STREET SIGN 'f g I 0 0 0 p l (. I- SIOP ,I ~R28)CA) (/) .c -0 "' I ~1 0 6 R28(CA)~ -R1-1 'I A INOT A THROUGH L.:..:.J STREET SIGN -11' -~ /-58+00 ,(?' + 4' z:_1;:_i -~ ---rr~ -1 '@R6 1R ,- /5 .. 0 "1 <( I ' r 1-I (/) .c -st C\I it f I ~ STOP ' gJ I R1-1 NOT A THROUGH STREET SIGN ' r • f- i --. - I h ~R28(CA) j R28(CA)@ I-(/) .s::: -,..._ C\11 ,_[,_ ~ en rrn( GENERAL NOTES R1-1 A NOT A THROUGH STREET SIGN 1. PROTECT EXISTING STRIPING & MARKINGS UNLESS OTHERWISE SHOWN. I 2. SIGNING AND STRIPING INSTALLATIONS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS (LATEST EDITION), AND ALL ADDENDUM$ THERETO, AND THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STANDARD DRAWINGS, CURRENT EDITION . .3. ALL STRIPING, MARKINGS, AND LEGENDS SHALL BE SPRAYABLE REFLECTOR/ZED THERMOPLASTIC UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE AND INSTALL RAISED PAVEMENT MARKERS FOR ALL STRIPING. STRIPING, MARKINGS, AND LEGENDS SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS A2DD AND A20A THRU A20E. 4. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL PAVEMENT STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONTRUCTION AREA SHALL BE RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY. 5. THE CONTRACTOR SHALL RESTR/PE EXISTING STRIPING AND CURB MARKING OBLITERATED BY NEW CONSTRUCTION WHETHER OR NOT SHOWN ON PLANS AT NO COST TO THE CITY. 6. TRAFFIC SIGN FACE REFLECTIVE SHEETING SHALL BE .3M "ASTM TYPE 11 " OR APPROVED EQUAL WITH PROTECTIVE GRAFFITI OVERLAY FILM OR AS OTHERWISE NOTED. 7. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. PRIOR TO INSTALLATION NEW SIGN SHALL BE APPROVED BY THE CITY. EXACT LOCATIONS OF SIGNS SHALL BE DETERMINED BY THE CITY ENGINEER. 8. SALVAGED SIGNS AND SIGN POSTS SHALL BE DELIVERED TO THE CITY PUBLIC WORKS DEPARTMENT. 9. STRIPING SHALL BE APPLIED WITHIN 48 HOURS OF SURFACE COURSE REPLACEMENTS ON STREET OPEN TO THE PUBLIC. IN NO CASE SHALL A NEWLY PAVED STREET OPEN TO THE PUBLIC BE LEFT UNSTRIPED OVER A WEEKEND OR HOLIDAY. 10. ALL CONFLICT/NG STRIPING, PAVEMENT MARKINGS, LEGENDS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED BY WET SAND BLASTING. BLACK OUT IS NOT PERMITTED. ALL DAMAGED PAVEMENT DUE TO REMOVALS SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A SMOOTH AND UNIFORM SURFACE OR AS DIRECTED BY THE ENGINEER. 11. ALL CROSSWALKS, LIMIT LINES, AND PAVEMENT MARKINGS SHALL BE SPRAYABLE REFLECTOR/ZED THERMOPLASTIC PER SPECIFICATIONS. LEGEND ~ = EXISTING SIGN ~ = NEW SIGN & POST DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) SIGNING & STRIPING CONSTRUCTION NOTES @)t--sSALVAGE & RESET SIGN (AS NOTED) (PLACEMENT OF SIGN TO MEET ACCESSIBILITY STANDARDS) @--FURNISH & INSTALL SIGN & POST (AS NOTED) (PLACEMENT OF SIGN TO MEET ACCESSIBILITY STANDARDS) ~ RELOCATE SIGN (AS NOTED) FURNISH & INSTALL POST AS REQUIRED (PLACEMENT OF SIGN TO MEET ACCESSIBILITY STANDARDS) @-REMOVE PAVEMENT MARKING @-INSTALL 12" SOLID WHITE CROSSWALK @-INSTALL PAVEMENT MARKING (AS NOTED) C-4842 -I CT> C Q_ ~ ~ (f) / "' ~ ,-----------------------....... ---.--------.------------------------------------.-------------------------------10> PREPARED BY: SIGNING & STRIPING CIVIL WORKS BALBOA BLVD Q) _c (f) / "' Q) Engineers, Inc.,~-,/IA......,,,~:::;-t-------1----------------------1 (29+50 to 60+00) BALBOA BOULEVARD BEAUTIFICATION 3151 AirwayAvenu7 Suite T-1 Costa Mesa, C4 92026 (714) 966-9060 l---+----+-----------------------------r-------,,------+--------------------....... ---------1- DESIGNED: DRAWN: R 6036 S "' DAG DAG CITY OF NEWPORT BEACH --O 0 NO DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 11 OF 38 :::; ~---------------------------------------------------------------------------·~---~--------------------------~----M_M~S_EP_T_1~9,~2_0_13 ___________________________ ~/ --, • ---• ------------------------- -- ---------------------- ----------------..:::------- ---- ------ -- ------------ -- ------ -- -- ------ -- ---- -- ----: --------------------------- • • Q SCALE: 1 "=30' ---"" -- sp -------------- -- : ----------------------- -------------------• -------• --------------------------------.:::::---· • --.:::::---. • ---------------------------------- ------------------------------------------------ • • • • ----------------------------------------------------- • • ----------- -------------------------------------------------------------------------------------------------------------------- -- ---------- -- -------- ----§I ----------~ -------~ ----.::-~ Qj -._J • WEST COAST HWY --.........:::: CAL TRANS R/W ------ ------ ---------- ----------- • • • • ,....________ ~ .._____ ---C!J-------.. .. • 9 -----~-----=================== ~ . IO • • • • • • ---:::::: :::::: ::---... -... : .. :--...::: :::::-..... / / I I // I/ / I ( ---......: -------/ I; // // I/ ---:::::: :::::: :::::: -------~"""' -/ ~(/ "' f~// !1 \ .._::::::::::: .._ --.[__\ "),1 ,1 -'/ / \ ---::::: ::::: :::::: ::::::.1-:::. -;:::.~~-----------~---'~ \ \--r----.....i,~------------------------=---,-~ --' ..... -~ .=.....-=-==---=-==-=--== Q ---'S""CALE: 1 "=30' __ sp ------------------------- ......... ....... -=-----=' =-~---- ------CAL TRANS R/W ---------------------------------------------------------------------. --------------.:::::---. ---------.:::::---. PROJECT LOCATION INSTALL SIGN R9-11 a(LT) 'SIDEWALK CLOSED CROSS HERE' ---------.:::::---. -----------------------------------------------:::::: • ~ 55 'I{"; g, if, IP o((,~ 15 ott 1 55 ---------------------------------------------------------- -- --------.:::::, • -----------------. --~.:::::::::. -----~ ,.. -;;---.. ~ T :::::--.... .:::::-..._ ~ --~----.:::::: --• -, -t • --.:::::: --------------,.-.::::::.::::::_ --- ------------ ---------------- ---------- ----------- 1 ------====----======------=~--------------------------------------- WEST COAST HWY LLJ ,,......____ ~ '-------....J ---------= = 1:= = = = = = = = = = = = = = = = = = = = = = .. • CAL TRANS R/W .. LEGEND • TRAFFIC CONE (25' SPACING) TEMPORARY SIGN Ill DIRECTION OF TRAVEL GENERAL NOTES 1. EXACT LOCATION AND POSITION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. ....___ ... N ....___ (J) 0, ;< "O 2 ~ C 0 u u c:: ~ D L r:::::=::-::-:--------------r-----.---r-------------------------.-------------------=C:.._-4..:..:8:....4:..::2~~ PREPARED BY: TRAFFIC CONTROL PLAN i (/) / INSTALL SIGN R9-11 a(RT) 'SIDEWALK CLOSED CROSS HERE' CIVIL WORKS Engineers, Inc. COAST HIGHWAY ~ "O D u SIDEWALK CLOSURE SIGN LOCATIONS (:) 3151 AirwayAvenu1;, Suite T--1 Costa Mesa, CA 92026 (714) 966-9060 BALBOA BOULEVARD BEAUTIFICATION -;::;-,4-----r------------------------.==c::---r=""."C"'.".,---+--------=-===.:....::.:==-=..::..:...::..:.:::...:=..::::...:...:..:....:..::::....:~:.:..!...--------l- DESIGNED: DAG DRAl'IN: DAG CITY OF NEWPORT BEACH R-6036-S 8 1---------1 0 CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 12 OF 38 ~ MM SEPT 19, 2013 , NO. DATE DESCRIPTION OF REVISIONS -, €l 2174464.63 N 6047301.67 E 2174448.78 N 604 7318. 17 E 2174445.61 N 6047317.64 E 2174436.88 N 6047330.37 E CONSTRUCTION MATERIALS SCHEDULE HARDSCAPE / PAVING KEY DESCRIPTION CONSTRUCT COLORED CONCRETE FLATWORK WITH RETARDER FINISH CONSTRUCTCONCRETEFLATWORK ® CONSTRUCT COLOR CONCRETE BAND CONSTRUCT CONCRETE "SERPENTINE" GARDEN WALL w/ "BALBOA PENINSULA" SIGN CONSTRUCT CONCRETE WALL WITH DECORATIVE PANELS INSTALL 5' SQ. (FULL) TREE GRATE (ADA) 22" DIA. TREE OPENING INSTALL 2'-6"x5' (HALF) TREE GRATE (ADA) 22" DIA. TREE OPENING CONSTRUCT PRECAST COLUMN ® INSTALL PRECAST SEAT WALL 0 PRECAST PLANTER RING 0) NOTUSED DECORATIVE PANELS MATERIAL & MODEL# INTEGRAL COLOR CONCRETE TOP-CAST-25 RETARDER MANUFACTURER/SUPPLIER DAVIS COLORS PH. 800.356.4848 GRACE CONSTR. PRODUCTS REFER TO CITY STANDARD DRAWING 182-L COLOR CONCRETE TOP-CAST-05 RETARDER COLOR CONCRETE COLOR CONCRETE VIA RIZO: #6092, w/ONE PIECE STEEL FRAME #6000F VIA RIZO: #6092, w/ONE PIECE STEEL FRAME #6000F CUSTOM PRECAST CUSTOM PRECAST CUSTOM PRECAST DAVIS COLORS PH. 800.356.4848 GRACE CONSTR. PRODUCTS SIGN COMPONENTS BY: BRAVO SIGN DESIGN PH. 714.284.0500 IRONSMITH INC. PH. 800.338.4766 IRONSMITH INC. PH. 800.338.4766 QUICK CRETE PRODUCT PH. 800.230.1377 QUICK CRETE PRODUCT PH. 800.230.1377 QUICK CRETE PRODUCT PH. 800.230.1377 @-PANEL DESIGN P1 LOCATION @-PANEL DESIGN P2 LOCATION @-PANEL DESIGN P2R (REVERSED)LOCATION CUSTOM CORE-TEN PANELS WITH DECORATIVE CUT-OUTS & STAINLESS STEEL POSTS BRAVO SIGN DESIGN PH. 714.284.0500 0 CONCRETE CURB @ BACK OF WALK ® PRECAST BLOCKS CONCRETE CUSTOM PRECAST QUICK CRETE PRODUCT PH. 800.230.1377 REFER TO COVER SHEET FOR GENERAL NOTES ' + \ 2174399.94 N 6047356.91 E -·2174390_53 N 6047363.48 E 2174393.46 N 6047363.51 E 2174373.31 6D47382.03 E 2174434.12 N 6047334.59 E COLOR GREEN SLATE-3685 SEQUOIA SAND-641 REFER TO DETAIL FOR INTEGRAL COLOR REFER TO DETAIL FOR INTEGRAL COLOR REFER TO DETAIL FOR INTEGRAL COLOR REFER TO DETAIL FOR INTEGRAL COLOR REFER TO DETAIL FOR INTEGRAL COLOR SEE DETAIL NATURAL REFER TO DETAIL FOR INTEGRAL COLOR 2174398.95 N 6047359.66 E 2174397.35 N 6047367.80 E 2174382.83 N 6047372.11 E \ ....__ EXISTING BLOCK WALL ~---EXISTING TREE (TYP.) FINISH DETAIL I SHEET NO. RETARDER FINISH DETAIL 2, SHEETCD.1 HEAVY BROOM FINISH AROUND TREE GRATE REFER TO DETAIL 3, SHEET CD.1 RETARDER FINISH REFER TO DETAIL FOR WALL FINISH REFER TO DETAIL FOR WALL FINISH CAST IRON UNFINISHED CAST IRON UNFINISHED REFER TO DETAIL FOR WALL FINISH REFER TO DETAIL FOR WALL FINISH REFER TO DETAIL FOR WALL FINISH DETAIL 1, SHEET CD.4 DETAIL 9, SHEETCD.1 DETAIL 1, SHEETCD.2 DETAIL 1 &3 SHEETCD.3 DETAIL 5&8 SHEETCD.1 DETAIL 5&8 SHEETCD.1 DETAIL 2, SHEETCD.3 DETAIL 2, 3 &4, SHEETCD.2 DETAIL 6, SHEETCD.1 NOTE: THE FINAL LOCATION OF DECORATIVE PANELS SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT PRJOR TO INSTALLATION MEDIUM BROOM FINISH REFER TO DETAIL FOR WALL FINISH DETAIL 5, SHEETCD.2 DETAIL 6, SHEETCD.2 PREPARED BY: lu. DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714,641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimI1e \\' JACK IN THE BOX \ 12-5-14 AS-BUILT PLAN NO. DATE DESCRIPTION OF REVISIONS ---- EXISTING CONCRETE \ SIDEWALK NSR.~ \ \ \ SD --. \ \ \ \ ----:-----..:.. SD 21 ;:;;-99.69N~S[J 6047535.68 E --.. --=: EXISTIN 2174171 .29 N SD .CONCRETE 6047545.34 E SIDEWAL._ -------- \ I AS-BUILT DESIGNED: CHECKED: - OT DRAWN: GV PC DATE: GV SEPT 19, 2013 T Scale: 1" = 20'-0" n.J 0 5' 10' 20' 40' I I I I I I I I I I I I I I I I I I I I I I I ffi I I I /I I CJ) CD CD CJ) :r CD CD r-+ r (') "' C "C "C CD -, r CD ;::::p C-4842 LANDSCAPE CONSTRUCTION PLAN BALBOA BOULEVARD BEAUTIFICATION LC.1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 13 OF 38 43 STREET ONE-WAY ~ s-- 1 (23 TH !,;?,SHEET) P2 ---- ALLEY J.~PA ~ @ ~ --~11+-eei -r -------\.1 t---\_1 _ ------j- 1 b r -E PAE-- TV( OH) -, . " .. ; -T'el~fT)'R ---•·•h,. __ _ ~ E-~-E---E,-_PA •-·E ~ I I I ALLEY REFER TO SHEET FOR LC.1 FOR CONSTRUCTION MATERIALS SCHEDULE REFER TO COVER SHEET FOR GENERAL NOTES "' "' E---1--E 45 STREET ONE-WAY ~ • +oo - ... ___ .,..,. I I ALLEY 0) BALBOA BOULEVARD ~ 0) ' ' 0) 42 STREET ONE-WAY ~ PREPARED BY: lu. DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimI1e -1 1 @1e1 _ (P2RY PIXP2) 1 --I ~ i1k'l. -·@'21J+OO -_ ~'Y---s---'~~,=1 g)._----__, Q ~ -- P1 ' ' .. PA I ~ I I I ALLEY NO. DATE DESCRIPTION OF REVISIONS 0 1/J 1/J I 44 STREET ONE-WAY ~ 41 STREET ONE-WAY ~ ALLEY rr ' ALLEY DESIGNED: DRAWN: GV PC CHECKED: DA TE: GV SEPT 19, 2013 Scale: 1" = 20'-0" n.J 0 5' 10' 20' 40' Scale: 1" = 20'-0" n.J 0 5' 10' 20' 40' 43 STREET ONE-WAY ~ ::::, CD (") 40 STREET ONE-WAY ~ C-4842 LANDSCAPE CONSTRUCTION PLAN BALBOA BOULEVARD BEAUTIFICATION LC.2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 14 OF 38 -' I !~ \"" I .... ~ ...J N (.) ...J 1i5 Q) .c. I I w I I I I i~ I I -(.) ~ ' <cA 45°:TYP. ' ' w I p " /• > ~-h ,. ' I J p I:-' ' I . :M· ' ' W· ,, ..... ~.9 irl c:: Ww f-a. 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DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 78060 Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714,641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimile I I I ~ ., I I I I I I 3'1 I I h 38TH STREET PARK I~ ~ I -' ••• "J, • -~ ' , • • I., . ·-n r--"---, 45_7 TYP . ! i .,;-I I -}0 ;1-0 ~ -' c-s+-sij, SD ' ' ' ' ' ' ' - 0 ·W· w w w ·I w w '~'.:.L-rnn7 -> SD --"-"t::~~-==-=9~,-c;o~~'=====================~7~=========== l1b) t1b ' "' fjJ • /I 13' I - - - - - - - - -- VJ "' fjJ 3' I; I + --1, ~ I( ,., 3' PA I p ' ' -, ' "' 3' '21:l+0I ~ ,__ te,'I ( fP2RY P1 ! P2) +o cy_ -- --"i t1 i':\ t119 ' - I I I --V I ((11:) (1/?) ;-:, 3' '\ ' T ' -~ i ,,, / .---.. l~-H~ •tt E Ill I\,,,~ ~1 .. ~50 ~_v(, ',,, f .. CQ, .. ' . '\ \ '.'.b ;J;~••' ' p I :. 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DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714,641.1300 760.580.5165 714.641.1323 Facsimile 760,564,0369 facsimI1e - ·E 7' ~ I I 31: C U) ~~ E so-~ .. ~ C r w w - 7r - ◊ ◊ C U) --i --- C (/} I -- ..:2'-TV(d6BE~ TV(OHY II I I// PA PA - ALLEY NO. DATE DESCRIPTION OF REVISIONS 9 E w - 52+00 - - -p, - E E E ,,. -liffi-E o·E ·E w=-1 - w w w w ' ------ i c, - p-;:i 3: L--NEW MEDIAN ISLAND - I REFER TO CIVIL PLANS --·r ----- -E PA PA ' e E e C ~ lVtOHJ ~ TV(OH) C(b -I ( I I ;,: I ' ' ' ALLEY -/l E E -/1 E w w w --- --I- --- ----I E E - C Tv(om.. GB1 "' -Di'.{PHt _✓• < - "\ m ' E I -I I "' / \ E •7 ---r-r,-0 ' '-----I w w I ---I 5'4-+JI {!' -~ I ----I I E E .J r .. ~ TV(OH) I I s:: a (") =r r ::, CD I (/) CD CD r 0 ::E CD -, r CD ;::I! -I =r en (/) =r CD ~ Scale: 1" = 20'-0" 27 n.J a 5' 1a - " I .I 24 STREET DESIGNED: DRAWN: GV PC CHECKED: DATE: GV SEPT 19, 2013 STREET 20' 40' -s -----s -----s -----s -----s EXISTING QEIVEWAY APRON ---- I (/~ Scale: 1" = 20'-0" ALLEY n.J I 0 5' 10' 20' 4CY C-4842 LANDSCAPE CONSTRUCTION PLAN BALBOA BOULEVARD BEAUTIFICATION LC.5 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 17 OF 38 12" 5 FINISHED SURFACE SECTION 1 ~II =1 '-0" TREE GRATE FRAME MODIFY STEEL ANGLE FRAME BY -- MANUFACTURER, REMOVE STL. STUDS AND WELD TO ANGLE BAR SUPPORT. CURB SIDE ONLY EXISTING CURB& GUTTER 177-;~~~'777..,...,,._,_J,/ DRAIN ROCK(¾") SECTION 1 ~" =1'-0" STEEL ANGLE FRAME BY MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS IRON TREE MIN. 4" CLR. FROM TOP OF ROOTBALL FINISH GRATE (5'x5') 112" MAX. MATCH GRADE GRADE STL. STUD WELDED TO STEEL ANGLE FRAME 24" ROOT BARRIER, .085 INCH THICK, WITH 1/2 INCH RAISED 90° MOLDED ROOT DEFLECTING RIBS, ALL SIDES. IRON TREE MIN. 4" CLR. GRATE (5'x5') FROM TOP OF ROOTBALL FINISH 1/2" MAX. MATCH GRADE GRADE 6" ~-3" x 2" x 6' LONG ANGLE BAR SUPPORT. WELD MANUFACTURER'S FRAME TO ANGEL BAR. CURB SIDE ONLY. ATTACH TO CURB WITH (4)j"0 x 3 j" LONG RED HEAD WEDGE ANCHORS 24" ROOT BARRIER, .085 INCH THICK, WITH 1/2 INCH RAISED 90° MOLDED ROOT DEFLECTING RIBS, ALL SIDES. 8 TREE GRATE FRAME ATTACHMENT TO CURB REBAR ALL REBAR TO BE EPOXY-COATED AND CONFORM TO ASTM A775 STANDARD SPECIFICATION FOR EPOXY-COATED STEEL REINFORCING BAR. THICKEN CONCRETE EDGE REQUIRED ON BOTH SIDES OF BAND 16" MATCH GRADE #4 REBAR x 32" LONG @ 36" O.C. :11 l~lTwl I lilll l*K-95% COMPACT Im™' 1" 1111 " 11 111_ SUBGRADE """=111=111-" ,_ SECTION 1"= 1'-0" NOTE: REFER CONSTRUCTION MATERIALS SCHEDULE, SHEET LC.1 FOR CONCRETE COLOR AND FINISH. 9 CONCRETE BAND (16" WIDE) 4 SIDEWALK FINISH SUR ACE REFER TO CONCRETE FLATWORK DETAIL 1, THIS SHEET FINISH GRADE R=1/2" (2") WHEN ADJACENT TO SHRUBS . • ll!I" :..,\· :~-~= .. -:··~·? -'I.--+-"._._:_;.;.._.-----· . . -. : . ➔ • • .• ~;;;:;I ~~-:-d..t:!;:;;----'k- ""'~--95% COMPACT 4,, B" SUBGRADE SECTION 1"=1'-0" THICKEN CONCRETE EDGE 00 2" 2" 5 1/211 SLOPE TO OPENING 32" 12" OPENING -7 ----------,-- I I I I I I I I --,_--t-t----i-----,-' C71"-----;-._ I / .,. . • • ._ ... , •• • • .i ' _. •• • • ,.__,,. --30" SQ. , HANDTOOLED, WEAKEN PLANE JOINT AROUND EACH TREE • GRATE LOCATION ~.:.;·:·.·.:: ., •:~' . -~ • .d • -: ,.: : ·. . . . • .. . ... _. ·. _·-. •_·_·:... -• ~ .. ·. ·. -... -.• '-· • .... -. "' • •' ' • ., .... ' '. --· -.. : •• 4 ' . ••• • ... . . .. . . .. ,. ·.,, ' PLAN VIEW 1"-1' O" 4 - - . .. ., 30" 3 SCORE PATTERN AROUND TREE GRATE WEST COAST HIGHWAY BALBOA BLVD. FACE OF WALL ---')~1 . . .... .. . . . -.·: ... ;•·: .. :. -.&.--•-... . . . ~ :. -=· ••• •. • -. • • 1· • : • 1:. I •.•• .--.-:.(-... . . ... ,, . ._. ;: I ,. • • • I .. ...... ,.· .. -~ ~-:: .. ~1c,::-:.c.-:.1-~::-1 . . SHOPPING CENTER CONSTRUCTION NOTES PRECAST VINE PLANTER MODEL NUMER: CUSTOM COLOR: ADOBE TAUPE (C11) FINISH/TEXTURE: SANTA FE SANDBLAST (T3) SEALER: MATTE SEALER (Mn MANFUFACTURER: QUICKCRETE PRODUCTS CORP. PNONE: (800) 230-1377 SUBMIT SHOP DRAWINGS FOR THE LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL. FINISH GRADE ..--l. l. ------1 I ~~l"'"iirk~+--3" ATRIU~ DRAIN GRATE -'1<--fl.----------;?f'-:,,,:;c!;,!,:::::;:;:,;:::::,j,!;,.,..,·::i·=;'r,,·"'·~---GROUTED CO! R1 12" •••• ·,. :. ". • ·•· 1 : • JOINT, COLOR ,._ I•••·• .:····• .. I· • ..., • •• ·-~ •••• ,c.,• • • , .. i,. • • • GROUT GAPS SOLID ~---,-BETWEEN PRECAST PEDESTAL & FACE OF WALL I I I I PLANTER MIX .. •-;1•" ::~--. ,.: • '· t ·-.. TO MATCH ' l -· -:ij •• , .... J :; PRECAST • •• 1·""' • •• •• • ....l .. "' BOWL & ... . . : . .. .. · . . . .. .• 1 .:?•-••: +. -'• ·r :-.~ .•.•. r· • . • PEDESTAL :-_■1 ····~:.·•· ... I , • ._ .. ~···· ...... ·1 .. . . t • .:·· ·+· ••• ... • .--·: -·~ • .. ; • • • ,_ • I • ._ : • I ·' •· ••• •. • ·> " •. ··----PRECAST ~.1 .. • ...... r"'•·· .. I ,. • • VINE • • ·1 ;; ,.. . ·: •• , • • • PLANTER ;; .. --~--'•,·"t-':• ·-. .--:-,.-: :,: ,.~ •:•. ·• • [ ·• BASE -'k-----+-'-.,.,. •. .. . • . . • ... : ,.1 ._ -~·"'·•,.•I• •• TOP OF CONC. FTG. • ~: .J •··t .•• • .. : •.. 1: • • • _. I·• •--1 •• .•j . ··• • ,t: .,/',,. .. "'· ....... 1· ·:· ...... ·1 : •. .. • . "I • . : •. t:-': ... I:.:;._-.. ;J :: .: •.• 1:.· ...... :· • •• • ,I'. I • I c-::::=::= ; .1. ~ 1' ... J \."··· .' "' • I •.-. • • • --1·.···"•" • : . , .. t"' . ••. • •• ·+ .. : .. _..· .. . ·.r .. •• 'L_. • ··., -.•• • N••• •• ., . I • • ·: •. ·t :· .. --==··.:. <] ~-. ::f ·t=.=.,:;:':~=-~0c...:..-+-STEELANCHOR PIN -TYPICAL SIDEWALK •• • ,:· .•• :• (QUANTITY, SIZE AND FINISH .;· -, ; -.·• • LOCATIONS PER PRECAST • .. ·1 ...... CONSTRUCT 1 l" DIA. WEEP HOLE. INVERT ELEV. TO MATCH F.G. ON OTHER SIDE OF WALL I I 3" 0 PVC PERF. DRAIN PIPE WITH CAP. WRAP PIPE WITH FILTER SOCK. I :·. f ,. .. _ .. t ...... --i::• ·-."-- " ·1 · ....... ··1,:,, ... . -~--+--a.---+----.t_..'.• ..j,-=--~--~ ;,_·.,,_~ -• C ""° ' • 1=-• ., •. -. • • ~ I • • ,":• • • •• _-•• I"' : • • . SIFACE ::~--:;:r ;::::_\: <I MANUFACTURE) 4· •• -~ .:: ::t-~;\~~ " -----~-- __J ,---=---=--=--=--=--=--=--=--=--=--=--::-"_L;~·-.. :_.:i--;c::.j·._-1 '.• _ ... .... ..... . . I I I I I I CONCRETE FILL 7 ® NON-SHRINK I GROUT GAP SOLID BETWEEN ELEVATION BOTTOM OF PEDESTALL & 1"=1'-0" TOP OF FOOTING ANTI GRAFFITI COATING MODEL: ARMAGLAZE WB 6000 COLOR TO BE: CLEAR FINISH TO BE: SATIN AVAILABLE FROM: AQUARIUS COATINGS INC. PHONE: (800) 661-2298 APPLICATION: APPLY TWO COATS PER MANUFACTURER'S RECOMMENDATION. " <I " " <I <] 0 SIDE VIEW 1" = 1'-0" STEEL ANCHOR PIN ALL STEEL ANCHOR PINS TO BE EPOXY-COATED AND CONFORM TO ASTM A775 STANDARD SPECIFICATION FOR EPOXY-COATED STEEL REINFORCING BAR. RAISED PRECAST VINE PLANTER PREPARED BY: • DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsim11e I I I I : NON-PRESSURE I LATERAL IRRIGATION : PIPE, SEE IRRIGATION I PLAN L __________________ _ --7 I I I L _____ _ f' DRAIN ROCK (4 CUBIC YARDS) ® PLANTER D 1 ~I-~ .. -SECTION NO. DATE DESCRIPTION OF REVISIONS 2 6 NOTE: UNLESS OTHERWISE SHOWN ON PLANS, THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL WEAKEN PLANE AND EXPANSION JOINTS WITH THE LANDSCAPE ARCHITECT. A WEAKENED PLANE JOINT WILL BE REQUIRED FOR EVERY 50 SF OF CONCRETE AND AN EXPANSION JOINT FOR EVERY 150 SF OF CONCRETE. CONCRETE FLATWORK WITH EXPOSED RETARDER FINISH. REFER TO CONSTRUCTION MATERIALS SCHEDULE, SHEET LC.1 HAND-TOOLED PLANE JOINT ' , 1 1/4" ., / .. 1"=1'-0" COLOR CONCRETE FLATWORK STAINLESS STEEL SKATE DETERRENT (2 PER PIECE) + FINISH .. tr.I SURFACE ;:!: !::!:! R9" R4" PRECAST PLANTER RING (2 PER PLANTER) ____ t ___ : : l '?,7,,;{l',,fjbt--ANCHOR PIN, SIZE, QTIJANTITY AND INSTALLATION PER MANUFACTURER ' ' 5" 16" 5" 16" ' ' ' ' I ' ' R2" ® END U~~;-0~· PLAN ANCHOR PINS, SIZE, QTUANTITY-~ AND INSTALLATION PER MANUFACTLRER 2411 PRECAST PLANTER RING CONCRETE BASE ~I 95% COMPACT SUBGRADE R4" FINISH DESIGNED: GV CHECKED: 1 NOT USED . ~ ·-. • ... • __ .;':!,..,•s •;~• ~•::=---,.~-~-·~~ ~. . . .. .... ~-~~-·~.-. . ,': ~;;. ... --~-..::.• . .,,~. ·•-=-. .. . . ... ~ . ---=~·· .. -,--.:.... ' ' - ' ;( ANTI GRAFFITI COATING MODEL: ARMAGLAZE WB 6000 COLOR TO BE: CLEAR FINISH TO BE: SATIN AVAILABLE FROM: AQUARIUS COATINGS INC. PHONE: (800) 661-2298 APPLICATION: APPLY TWO COATS PER MANUFACTURER'S RECOMMENDATION. ~"<1~-PRECAST PLANTER RING (1 OF 3 PIECES) , ' /1·1\: 1-t~· /'----'7,Xt\.:-::.-,.':~,'---:;,-=·+-~-'\+-----\.,,riFlc:+--~~~T~~~Ep~~E I • / \ .J.. •• ... • • ) ,\ ,..-1-~. - ~ ... _-. ~ /\.,. -.. -)-\~/+ \ ~...... : SHRUB TYP., SEE ;--• -, \ /~ _y , !-: /.i"-l'. PLANTING PLAN \ -....._ ,f I \,,-~,.,, --, ,,......, f ~--PRECAST PLANTER ,, '' + .?"-<c-----7 RING END \~-V/ ,-, \ , ,,....._, ',, :: (2 PER PLANTER) \ ,.,.--............... / \v_--' """-:-__, ....___.,,~ ',,,v_....',(,-.--CONCRETE BASE STAINLESS STEEL SKATE DETERRENT ~-INSTALL LARGE "ROUNDED" ROCK (';;\Bd __ P_L_A_N___ APPROX16"x16"x12"INSIZE. BURY '-:::::.J 1/2" = 1 '-0" ROCKSTO A DEPTH EQUAL TO j TO j OF ROCK'S HEIGHT. INSTALL (14) ROCKS PER PLANTER 13" 13" 42" PRECAST PLANTER RING MODEL NUMBER: CUSTOM COLOR: BUNGALOW (P2) STEEL ANCHOR PIN ALL STEEL ANCHOR PINS TO BE EPOXY-COATED AND CONFORM TO ASTM A775 STANDARD SPECIFICATION FOR EPOXY-COATED STEEL REINFORCING BAR. FINISH/TEXTURE: (SEE SURFACE SCHEDULE, THIS SHEEn SEALER: MATTE SEALER(MT) NUMBER OF PLANTER RINGS: 7 NUMBER OF PLANTER RING UNITS: 21 NUMBER OF END UNITS: 14 MANUFACTURE: QUICKCRETE PRODUCTS CORP. PHONE: (800) 230-1377 SURFACE SCHEDULE @ MEDIUM SANDBLAST (FINISH/TEXTURE) SKATE DETERRENT MODEL: GRIND MINDER AVAILABLE FROM: GRIND TO A HALT PHONE: (630) 858-2376 WWW.GRINDTOAHAL T.COM INSTALLATION: DRILL & PREPARE HOLE TO RECEIVE EACH SKATE DETERRENT AS RECOMMENDED BY MANUFACTURER . EPOXY IN PLACE. C-4842 CONSTRUCTION DETAILS BALBOA BOULEVARD BEAUTIFICATION CD.1 DRAWN: PC R-6036-S DATE: GV SEPT 19, 2013 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 18 OF 38 GROUT ALL GAPS SOLID. 4 5 COLOR TO MATCH PRECAST WALL WEAKENED PLANE JOINT \ FINISH SURFACE ... s ., .::l .,,_., -- .• ANCHOR BOLT, SIZE QUANTITY AND INSTALLATION PER MANUFACTURER FINISH GRADE =111=1 · '• TL . ,m1 I i"i'iµ_110i:rr:Ll1 ~,!±!r,r-i---95% COMPACT SUBGRADE #4 BAR, 24" LONG @ 36" 0.C. THICKEN CONCRETE EDGE & SEAT WALL ATTACHMENT ::c s: u_ 0 f-I '21 0:: I 6" PLANTER SIDEWALK FINISH SURFACE ........ ~ ' I ( ~ _/ (SIDElWALK) •. • ~\~:ff~. ~_...-....,..~-------------r -:;f.~--··: _1"~1~K~,=~ -~ ------- • . ' : ·. I. • •.. 2 -#4 BAR, CONTINUOUS I L _____________ _ _{_=Jn,;:::;~J:E;--CONCRETE CURB ~I u I 1~111 I-~ ,.-1(--90% COMPACT SUBGRADE SECTION a· 1"::: 1'-0" REBAR ALL REBAR TO BE EPOXY-COATED AND CONFORM TO ASTh1 A775 STANDARD SPECIFICATION FOR EPOXY-COATED STEEL REINFORCING BAR. CONCRETE CURB @ BACK OF WALK A B ®_P_LA_¾-"=N_1 __ -:_IE_W_ 45' 1 j• CHAMFER· TYPICAL ALL PRECAST PLANTER BLOCK SET TOPS OF PRECAST PLANTER LEVEL ·r B" ELEVATION 1"-1' O" 8 -- DISTANCE VARIES ' ·" ------- ' I I I ' SKATE DETERRENT MODEL: GRIND MINDER AVAILABLE FROM: GRIND TO A HALT PHONE: (630) 858-2376 WWW.GRINDTOAHAL T.COM INSTALLATION: DRILL & PREPARE HOLE TO RECEIVE EACH SKATE DETERRENT AS RECOMMENDED BY MANUFACTURER. EPOXY IN PLACE. ANTI GRAFFITI COATING MODEL: ARMAGLAZE WB 6000 COLOR TO BE: CLEAR FINISH TO BE: SATIN AVAILABLE FROM: AQUARIUS COATINGS INC. PHONE: (800) 661-2298 APPLICATION: APPLY TWO COATS PER MANUFACTURER'S RECOMMENDATION. ®>--C_O_N_C_R_E_T_E_G_A_R_D_E_N_&_S_IG_N_W_A_L_L _-_E_LE_V_A~1!_.~O-= 1_~0-.. _ APPROX. 12' OF WALL FACE (ON RADIUS) TO LAYOUT SIGN NOTE: THE RADIUS AND WALL LENGTHS NOTED, INDICATES THE DIMENSIONS AND LENGTHS OF THE FACE OF WALL. APPROX. 7' FROM WALL STEP CONCRETE WALL FINISH & TEXTURE: CAST FIBER REINFORCED POLYESTER RESIN FORMED "SAILS" WITH BRASS METALIC FINISH AND SPACED OFF WALL;• ;• THICK FCO ALUMINUM WITH BRASS MATALICFINISHANS SPACED OFF WALL j". COPY RECESSED¾" DEEP WITH A BLACK MARINE PAINT FILL. KEY TEXTURE/FINISH \Q/ ACID ETCHED ® HEAVY SAND BLAST 2" W BY 112" THK FCO ALUMINUM W/ BRASS METALLIC FINISH AND SPACED OFF WALL 1/2" (4 PLACES) LENGTH VARIES "NEWPORT BEACH" CITY SEAL CAST PRISMATIC BRONZEf LETTERS WITH LIGHT OXICIZED BRONZE FINISH SPACED OFF WALL WITH i SPACERS CAST PRISMATIC LITE OXIDIZED BRONZE~• THICK LETTERS SPACED OFF WALL ;" WITH BRONZE STAND OFFS ® CONCRETE GARDEN WALL & "BALBOA PENINSULA" WALL SIGN -EL~~~;,~~N HEAVY SANDBLAST SERPENTINE PATTERN FINISH, FINAL LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO APPL YING FINISH !b !;; l 1 CONCRETE SERPENTINE GARDEN WALL & "BALBOA PENINSULA" SIGN \ . MATCH TOP ELEV. TO ADJACENT SEGMENT. 5'-111" PLAN 1" = 1'-0" ELEVATION 1" = 1'-0" I . PRECAST SEAT WALL MODEL NUMBER: CUSTOM COLOR: BUNGALOW (P2) FINISH/TEXTURE: (SEE SURFACE SCHEDULE, THIS SHEET) SEALER: MATTE SEALER (MT) QUANTITY:7 MANUFACTURE: QUICKCRETE PRODUCTS CORP. PHONE: (800) 230-1377 SURFACE SCHEDULE (FINISH/TEXTURE) ACID ETCH HEAVY SANDBLAST ANTI GRAFFITI COATING MODEL: ARMAGLAZE WB 6000 COLOR TO BE: CLEAR FINISH TO BE: SATIN STAINLESS STEEL SKATE-~ DETERRENT INSTALL ON AVAILABLE FROM: AQUARIUS COATINGS INC. PHONE: (800) 661-2298 APPLICATION: APPLY TWO COATS PER MANUFACTURER'S RECOMMENDATION. SIDE FACING CONCRETE FLA TWORK (TYPICAL) 10" END VIEW 1"=1'-0" SKATE DETERRENT MODEL: GRIND MINDER AVAILABLE FROM: GRIND TO A HALT PHONE: (630) 858-2376 WWW.GRINDTOAHAL T.COM INSTALLATION: DRILL & PREPARE HOLE TO RECEIVE EACH SKATE DETERRENT AS RECOMMENDED BY MANUFACTURER . EPOXY IN PLACE. . ,, MATCH TOP ELEV. TO ADJACENT SEGMENT. R=43" 5'-11 ½" WEST COAST HIGHWAY PLANTER BALBOA BLVD. 3/4" (45') CHAMFER-TYPICAL 11 10" i, TOP OF WALL ELEV TO BE LEVEL FOR --------------•• '· •• ; . ~: ._.· \~/\\(: '~.\ EACH SEGMENT . , ... , .... ,--STAINLESS STEEL SKATE DETERRENT INSTALL 36" 0.C. ON 22" HT. WALL ONLY TOP OF WALL ELEV TO BE LEVEL FOR --------------EACH SEGMENT CONSTRUCTION NOTES SIGN COMPONENTS ALL SIGN COMPONENTS (I.E. LETTERS, SAILS, ACCENT BAR AND CITY SEAL) AVAILABLE THROUGH BRAVO SIGN & DESIGN. CONTACT FRANK FIORE AT (714) 284-0500 CONCRETE WALL COLOR: INTERGRAL COLOR TO BE SANDSTONE #5237 AVAILABLE THROUGH DAVIS COLORS. CONCRETE SEALER: APPLY A PENETRATING "NATURAL LOOK" CONCRETE SEALER TO ALL EXOPSE CONCRETE SURFACES REBAR ALL REBAR TO BE EPOXY-COATED AND CONFORM TO ASTM A775 STANDARD SPECIFICATION FOR EPOXY-COATED STEEL REINFORCING BAR. WALL CONSTRUCTION FINISH ~. -~ • .. J SURFACE .. • • ' -CONSTRUCT EACH CONCRETE WALL .. •. •· ' AND FOOTING SEGMENT PER CAL TRANS .. • •• •. STANDARD PLAN B3-11, TYPE 6B WITH I E\ .. ' • FINISH MODIFICATIONS AS INDICATED IN THIS ----------' ___ • '---, •-•~~: .•.. --G1DE _____________ DETAIL. ______ _ I' I ~· : 4 5 : ·1 -.. 1 ---------____________ J.. .;•~ · .• " .., ' • .... ~ "f . . . .. 6'-1" I STAINLESS STEEL SKATE DETERRENT (2 PER PIECE) ' ' PRECAST SEAT WALL MODEL NUMBER: CUSTOM COLOR: BUNGALOW (P2) FINISH/TEXTURE: (SEE SURFACE SCHEDULE, THIS SHEET) SEALER: MATTE SEALER (MT) QUANTITY: 31 MANUFACTURE: QUICKCRETE PRODUCTS CORP. PHONE: (800) 230-1377 SURFACE SCHEDULE ® ACIDETCH @ HEAVY SANDBLAST (FINISH/TEXTURE) ANTI GRAFFITI COATING MODEL: ARMAGLAZE WB 6000 COLOR TO BE: CLEAR PLAN FINISH TO BE: SATIN AVAILABLE FROM: AQUARIUS COATINGS INC. PHONE: (800) 661-2298 1" = 1'-0" ELEVATION 1" = 1'-0" STAINLESS STEEL SKATE-~ DETERRENT INSTALL ON SIDE FACING CONCRETE FLA TWORK (TYPICAL) 1 APPLICATION: APPLY TWO COATS PER . 1 , 1r . 1 , MANUFACTURER'S RECOMMENDATION. -'k-----'~~.,-.>-,,.--"'fE,--¾" (45') CHAMFER-TYP. :,.: .. =•l::-::-~ i'-••••• • • • ,._~ •..... _:-·. ,--"" T7 o--+t----<HSB END VIEW 1" = 1'-0" SKATE DETERRENT MODEL: GRIND MINDER AVAILABLE FROM: GRIND TO A HALT PHONE: (630) 858-2376 WWW.GRINDTOAHAL T.COM INSTALLATION: DRILL & PREPARE HOLE TO RECEIVE EACH SKATE DETERRENT AS RECOMMENDED BY MANUFACTURER . EPOXY IN PLACE. ---r ---t --------------- 0 ~ ~ '3 3 PRECAST SEATWALL 'B' (RADIUS 12'-6") 2 PRECAST SEAT WALL 'A' (RADIUS= 49'-6") 6 w w m m w w w w ~ ~ "' "' w " w " 'ff, 'ff, .. .. ,_ I ,_ "' I w "' I w I .c SIDEWALK FINISH SURFACE L __________________________ _ PRECAST BLOCKS D HEIGHT 0 ® PRE CAST PLANTER BLOCK A 27' 33" PRECASTPLANTER BLOCK B 20' 26" PRECAST PLANTER BLOCK C 20' 26" PRECAST PLANTER BLOCK D 12' 16" I PRE CAST PLANTER BLOCK E 12' 18" _ _____________ _J f' DRAIN ROCK. INSTALL4 CUBIC YARDS (3 PLACES) AS-BUILT: NOT INSTALLED (PLANTER BLOCKS) ATCTTYYARD CONSTRUCTION NOTES PRECAST PLANTER BLOCKS MODEL NUMER: CUSTOM COLOR: ADOBE TAUPE (C11) FINISH/TEXTURE: SANTA FE SANDBLAST (T3) SEALER: MATTE SEALER (MT) MANFUFACTURER: QUICKCRETE PRODUCTS CORP . PNONE: (800) 230-1377 SUBMIT SHOP DRAWINGS FOR THE LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL. ANTI GRAFFITI COATING MODEL: ARMAGLAZE WB 6000 COLOR TO BE: CLEAR FINISH TO BE: SATIN AVAILABLE FROM: AQUARIUS COATINGS INC. PHONE: (800) 661-2298 APPLICATION: APPLY TWO COATS PER MANUFACTURER'S RECOMMENDATION. SKATE DETERRENT MODEL: GRIND MINDER AVAILABLE FROM: GRIND TO A HALT PHONE: (630) 858-2376 WWW.GRINDTOAHAL T.COM INSTALLATION: DRILL & PREPARE HOLE TO RECEIVE EACH SKATE DETERRENT AS RECOMMENDED BY MANUFACTURER . EPOXY IN PLACE. 6B" PRECAST PLANTER BLOCK 'A' PLAN VIEW SKATE DETERRENT-TYPICAL PRECAST PLANTER (6 PIECE) -PLAN VIEW PREPARED BY: 1"-1' O" ~ -- Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 78060 Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimile R=60" L"'8j" PRECAST PLANTER BLOCK 'B' PLAN VIEW -··:·· ... ·: . ,,""\. .. -.... PRECAST PLANTER BLOCK 'C' PLAN VIEW 17' 12-5-14 AS-BUILT PLAN NO. DATE DESCRIPTION OF REVISIONS R=7' 3n L=241- 1B" R=72" L=50" 48/" 1.- PRECAST PLANTER BLOCK 'D' PLAN VIEW PRECAST PLANTER BLOCK 'E' PLAN VIEW R"40' L=25" 62' 26" DESIGNED: CHECKED: DRAWN: GV PC DATE: GV SEPT 19, 2013 AS-BUILT C-4842 CONSTRUCTION DETAILS BALBOA BOULEVARD BEAUTIFICATION CD.2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 19 OF 38 Er L=140'-6" 34'-r 30'-0" 12" ~ (5PLACES) I 30'-0" < WEST COAST HIGHWAY ' I cb $ I I r<I ;----RAISED CONCRETE PLANTER IN - FOREGROUND.SEE BELOW : ON RADIUS (F.0.W.) 1 R=40'-10", L=29'-5" I L=12' L=17'-5" BALBOA BLVD. L=124'-9" -6'-0" -a'I o'I ~, ~, :J1 :J1 ~I ii!: ~I a1: '"' '"' TOP OF WALL FINISH SURFACE @,__C_O_N_C_R_E_T_E_W_A_L_L_1~-= C_10O_,_0-~U_M_N_-_E_L_EV_A_T_I_O_N __ _ PRECAST COLUMN DECORATIVE PANELS (CORE-TEN) KEY DESCRIPTION I 9.5' I 9.5' (TYPICAL) .77' (TYPICAL) ---..---'.----:--::t--l--......,......,,.J.,,-,.s--.-,==""""--~ ON RADIUS R=15', L=9.65' (TYPICAL) ®f-W_A_LL_PA_;-.. T-= ~-0~_0~_L_A_Y_O_U_T_ CONSTRUCTION NOTES CONCRETE WALL COLOR: INTERGRAL COLOR TO BE SANDSTONE #5237 AVAILABLE THROUGH DAVIS COLORS. CONCRETE SEALER: APPLY A PENETRATING "NATURAL LOOK" CONCRETE SEALER TO ALL EXPOSED CONCRETE SURFACES ANTI GRAFFITI COATING MODEL: ARMAGLAZE WB 6000 ®b COLOR TO BE: CLEAR • FINISH TO BE: SATIN AVAILABLE FROM: AQUARIUS COATINGS INC. PHONE: (800) 661-2298 APPLICATION: APPLY TWO COATS PER MANUFACTURER'S RECOMMENDATION. 'MULTIPLE' PRECAST BLOCKS AS-BUILT: NOT INSTALLED @ PANEL DESIGN 1, WALL MOUNT, REFER TO DETAIL 1, SHEET CD.4 @ PANEL DESIGN 2, WALL MOUNT, REFER TO DETAIL 1, SHEET CD.4 CORNER TREATMENT PLAN VIEW (PLANTERBLOCKS) -AT CITY YARD @ PANEL DESIGN 2, REVERSED, WALL MOUNT, REFER TD DETAIL 1, SHEET CD.4 1" = 10'-0" BID ALTERNATE No. 1 REMOVE DECORATIVE PANELS AS SHOWN ON CONCRETE WALL, THIS DETAIL, WITH STAINLESS STEEL WIRE CABLE RAILINGS, PER DETAIL 3, SHEET CD.4 ALONG ENTIRE LENGH OF WALL. 1 CONCRETE WALL AND PLANTER WITH PRECAST COLUMN, VINE PLANTERS & DECORATIVE PANEL SCREENS -ELEVATION WEST COAST HIGHJ Y BALBOA BL VD. ~ ;;: u. 0 f- SHOPPING CENTER ~I FILL BACK OF WALL WITH AMENDED o:: 1 TOPSOIL ADJ UST EXISTING IRRIGATION SYSTEM TO THE SATISFACTION OF THE CITY ENGINEER. REPAIR OR REPLACE DAMAGED LAWN WITH CITY APPROVED SOD j" (45') CHAMFER TOP OF WALL ------------------------~---',J~--~ 'I ~----1-0 :-., . .. I' . : t•. ~~;;;;;l -.•1·· •. a·· ~ 95% COMPACT ----!t: +f!,;i!!j _ -: .. • 3" CLR. SUBGRADE -;:,..,.. 11 -TTT--. • 3;-" "'1=11 =r1·~-~· ~-----'k 43" EXISTING JACK-N-BOX CURB/DRIVE-TH RU ASILE 2" BELOW TOP I' SLOPE 2% OF CURB ~ AMENDED BACKFILL WHERE REQUIRED --1CUYDOF ¾" DRAIN ROCK WRAPPED IN FILTER FABRIC (MIRAFI 140N) 7 "' + 4'-5" TYP. PLAN VIEW ---~~~.?.. ~ : ... ; :· . 11 •• . ·.; . . . . . . . -~ .. :· .·· ...... . -.. .•· • y, • I ••• .· .•·:·. ·. 4" FRONT VIEW 9" EQ. EQ d w 0 "' d w &, 0 - "' d w 0 d 18" 0 0 0 9" 0 E---f--6" EXTRA HEAVY STL. 0 0 PIPE IMIN WALL THICKNESS .432 INCHES) L ______ _j~-1 5/8" THK. STEEL BASE -¥-..J'!''-J<.-PLATE ASTM CONSTRUCTION NOTES A572-GR50Wf8-A325 ABS. A.B. EMBEDMENT TO MIN. 24" PRECAST TIERS & COLUMN CAP MODEL NU MER: CUSTOM COLOR: ADOBE TAUPE (C11) FINISH/TEXTURE: REFER TO DETAIL 2e, THIS SHEET SEALER: MATTE SEALER (MT) MANFUFACTURER: QUICKCRETE PRODUCTS CORP. PNONE: (800) 230-1377 ~ SUBMIT SHOP DRAWINGS FOR THE LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL . STEEL PANEL INSETS STEEL PANEL INSETS AVAILABLE THROUGH BRAVO SIGN & DESIGN. CONTACT FRANK FIORE AT (714) 284-0500 PANEL ARTWORK TO BE PROVIDED BY LANDSCAPE ARCHITECT REBAR - @,__P_R_EC_A_S_T_C_O_~.-~-~-o-~-C_A_P_-_S_ID_E_V_IE_W ALL REBAR TO BE EPOXY-COATED AND CONFORM TO ASTM A775 STANDAIRD SPECIFICATION FOR EPOXY-COATED STEEL REINFORCING BAR. ,. 12" ' " 0 . j'' OFF-SETS SEPARATING METAL PANELS f' 0 TAMPER/VANDEL ~--PROOF STAINLESS STEEL, CONCRETE ANCI-KJR (6 PLACES PER PANEL) 2' (45") CHAMFER : .•.•. .j. . ••. l" DEEP RECESS TO 01!<E---RECEIVE DECORATIVE METAL PANEL, EACH SIDE WELD TO STEEL PLATE WHERE MANUFACTURER'S ANCHOR ROD OCCURS (TYPICAL) CAST-IN-PLACE STL. ANCHOR AND W',,1--PRECAST REINFORCEMENT BY MANUFACTURE TJ TJ "I"._ __ _ I, I' TJ "I"._ __ I ~ 6'-0" ~ I I 0 11 0 11 I fol fo1 P2 vi ~, ~, vi :J1 :J1 al, "1 "1 s:, s:, S:I ij1 I ij1 I ii!' '"' '"' c,1 1-1 . , -- '-4" : . .. -. . . . . .... . . . . .. . 12'-11" 12" .. -· . ·""-.. 2'-8~ I -~I~ I 0 'I fol ~, :.se:10 31 :J1 JOl JI :,::I< ~I ~I Ow zl zl i1~ °'I o:I '"' '"' I I •:,. r . •'• --. ----TIER5 /2b"\ 'cl ---TIER4 ---TIER3 -TIER2 . CONCRETE WALL FINISH & TEXTURE: KEY TEXTURE/FINISH @ ACID ETCHED ® HEAVYSANDBLAST 47'-0" 11'-9" 9'-1" 9'-1" 11'-9" 2'-8" §'-Q" -I 0 'I I ~, fol :J1 31 T2 a/I ~I s:I zl z o:I o:, '"' =>; ,_, -§'-Q" -0 'I 0 'I fo ~, ~, V :J1 :J1 J T1 J ~I ~I ~ 12" zl zl ~ o:I o:I '"' '"' . .·. -_, I -+-TIER5 I STL. PANEL INSET (8 PLACES) I -+-TIER4 I I -+- I TIER3 8" 5" I -+-TIER2 I l(S: ..... , .... ;; .. ,,, -· • 'I," •• .. . . ... . .-. . ..... , 3 CONSTRUCTION NOTES CONCRETE WALL COLOR: INTERGRAL COLOR TO BE SANDSTONE #5237 AVAILABLE THROUGH DAVIS COLORS. CONCRETE SEALER: APPLY A PENETRATING "NATURAL LOOK" CONCRETE SEALER TO ALL EXOPSE CONCRETE SURFACES CONCRETE WALL FINISH/ TEXTURE REFER TO DETAIL 1, THIS SHEET REBAR ANTI GRAFFITI COATING MODEL: ARMAGLAZE WB 6000 COLOR TO BE: CLEAR FINISH TO BE: SATIN AVAILABLE FROM: AQUARIUS COATINGS INC. PHONE: (800) 661-2298 APPLICATION: APPLY TWO COATS PER MANUFACTURER'S RECOMMENDATION. ALL REBAR TD BE EPOXY-COATED AND CONFORM TO ASTM A775 STANDARD SPECIFICATION FOR EPOXY-COATED STEEL REINFORCING BAR. ~ ' ' ~~ FRONT VIEW >---CORTEN STEEL PAIEL W1TH DECORATIVE WATER JET OR LASER CUT PATTERN (8 PLACES) ---STAINLESS STEEL SHEET MIN. THICKNESS .125 INCH FINISH: SATIN/BRUSHED ---PRECAST COLUMN (TIER 5) SIDE VIEW ANTI GRAFFITI COATING MODEL: ARMAGLAZE WB 6000 COLOR TO BE: CLEAR FINISH TO BE: SATIN STEEL PANEL INSET AVAILABLE FROM: AQUARIUS COATINGS INC. PHONE: (800) 661-2298 1"=1'-0" APPLICATION: APPLY TWO COATS PER MANUFACTURER'S RECOMMENDATION. CONCRETE WALL 2 PRECAST COLUMN PREPARED BY: AS-BUILT • DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimI1e ' ... ,. • •·4 • • ., '., . . . . ... (':;;\ SECTION ~1---N-O_T_T_O_S_C_AL_E __ 12-5-14 AS-BUILT PLAN NO. DATE DESCRIPTION OF REVISIONS 0/1¼"0F NON-SHRINK GROlJT 95% COMPACT SUBGRADE SURFACE SCHEDULE (FINISH/TEXTURE) ® SANTA FE SANDBLAST @ HEAVY SANDBLAST ' ' ' l _______ G:\2e-f---E~LE_V~A_T~I_O_N_ eJ 3/4" = 1'-0" PRECAST TIERS -DIMENSIONS 0 ® © @) radius degree TIER 1 (BASE) 4'-Bt' 1'-11¾'' 14" 135' TIER2 41 111 • 2 1'-8" 14" 135' TIER3 3'-81" 1'-61" 14" 135' TIER4 3'-4 ~II 1'-4¾" 14" 135' TIER 5 (TOP) 3, a, • 4 1'-3¾'' 14" 135' DESIGNED: DRAWN: GV PC CHECKED: DATE: GV SEPT 19, 2013 0 5'-1" 4'-41" 4'-0" 3'-8" 3'-2? ' ' ' ' ' ' a -TIER1 TIER 1 ..1<-----..(a '\-----,I<. PRECAST TIER-SECTION 1/2" = 1'-0" C-4842 CONSTRUCTION DETAILS BALBOA BOULEVARD BEAUTIFICATION CD.3 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 2Q OF 38 /3 ' ' ' .=ta," "'· . ~ -,w "' ' .. 4" " MAX. 5'-0" O.C. , - STAINLESS S EL 'MRE STAINLESS STEEL / CABLE ROP "0(4mm) ' / MIDDLE POST ' I I / -' ' AINLESS STEEL ENO I I CAP ROUND ' ,~ STAINLESS STEEL I :v END POST \ ' ' ' I \ ' ' ' I , I \ ELEVAT N a r--:1-;;;,2:;;-,, _"""7.1,-:;_ r--- I ~-2''0STAINLESSS L HANDRAL ~ < ~--STAINLESS STEEL HANDRAIL BRACKE 0 ' , ' 1 ft'' 0 STAINLE STEEL ---POST(14GA ) - I ' ' '---STAINLES TEEL WIRE CABLER E~'0(4mm) 1 • I • 4' • T I • I • I ' STAI ESS STEEL RAILING SYSTEM STYLE: AN FRANCISCO ROUND END PO$ 1 !" 0 S INLESS STEEL ROUND END POST WITH PR RILLED HOLES FOR CABLE TENSIONE (14 GAUGE) AND WELDED BASE STAINLESS STEEL BASE FLANGE WITH ST.AJNLESS MIDDLE POST: ,~-STEEL BASE COVER FOR 1 i" 0 STAI NL ES STEEL ROUND MIDDLE ,l_.,'.:~-->l.-J ,...1;;;!:;,!;jJU( ROUND POST POST WITH PRE ILLED HOLES AND . "'. • --_ -0 ~ WELDED BASE _ _ _ ·1-/U11fo_,E'_ r.~--STAINLESS STEEL CONCRETE MATERIAL FINISH· .AJNCHOR BOL Tj' 0 xS" SATINED/BRUSHED S INLESS STEEL AISI 304 WIRE CABLE ROPE: fa" 0 STAINLESS STEEL RE CABLE ROPE MANUFACTURER: INLINE DESIGN (425) 405-550 ., :a: . ·-:. .. •• . . •,. • .-+-CONCRETE WALL ": ~. -~ .. ~-< Qi) ' @--s-~-.':-~-!0?_N __ BID ALTERNATE No. 1 AS-BUILT: NOT USED STAINLESS STEEL WIRE CABLE RAILINGS \ 2 AS-BUILT NOT USED 4211 (TYPICAL) , §; '::---~-~~//4 ===-------= {I u tru """u 'u ~---:::::::::::- ~Raf@ EACH CORNER ® PANEL 1 '\_ CORE-TEN PANEL (¾-" THK.) WITH DECORATIVE CUT-OUTS <§) PANEL 2R (REVERSED) @>-----C_O_R_E_-_T_;=-~- 0 .'._A_N_E_L_S_ 1 DECORATIVE PANELS (CORE-TEN) PREPARED BY: Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 12-5-14 AS-BUILT PLAN 714.641.1323 Facsimile 760.564.0369 facsimile ® PANEL2 CONSTRUCTION NOTES CORE-TEN STEEL PANELS CUSTOM(¼" THK.) CORE-TEN PANELS PANEL WITH DECORATIVE LASER OR WATERJET GOUT OUTS. AVAILABLE THROUGH BRAVO SIGN & DESIGN. CONTACT FRANK FIORE AT (714) 284-0500 PANEL ARTWORK TO BE PROVIDED BY LANDSCAFE ARCHITECT SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION POSTS POSTS: POSTS TO BE 3"X1j' STAINLESS STEEL TUBING WITH BRUSHED FINISH WITH MIN. WALL THICKNESS OF .120 WELD-ON TABS: TO BEf' THK STAINLESS STEEL BAR BASE PLATE: TO BE i" THK. STAINLESS STEEL PLATE STAINLESS STEEL POST AVAILABLE THROUGH BRAVO SIGN & DESIGN. CONTACT FRANK FIORE AT (714) 284-0500 (3\ DECORATIVE PANELS QUANTITIES PANEL COUNT & LOCATION BALBOA WALL KEY BLVD. ® PANEL 1 68 22 ® PANEL2 29 18 <§) PANEL 2R (REVERSED) 29 18 NO. DATE DESCRIPTION OF REVISIONS I ' -I -' ~ -' u ~ ¾"THK.CORE-TEN PANEL SCREEN'MTH === DECORATIVE PATTERN I WELDED CAP TO SEAL ' POST -TYPICAL I ' ~ 3"x1 j" S.S. I RECTANGULAR TUBING 1 POST (WALL I THICKNESS=.120) ' 2"x4~" LONGxj• THK. S.S. FLAT BAR TAB. ATTACH ' PANEL TO POST WITH 1" 0 I TAMPER PROOF S.S. BOLTS. ' I ~ 3"x1 j" POST S.S RECTANGULAR TUBING ' (WALl THICKNESS=.120) I ".---'1<-~sl1aj,l\1J:~-5"x5''"'" THK. S.S. "" ~ -1~ ""12 1 • BASE PLATE 1: " - ] ~ J ~-[ C---' [ ~ ( ~TOPOF l WALL i r-~"x4~" LONGx¼" THK. S.S. FLAT BAR TABS / ~ELDED TO POST, 2 LOCATIONS. DRILL 2 ------------t--HOLE PER TAB TO RECEWE P.AJNEL / ATTACHMENT BOLTS -------i--t-- ~ HOLE TO RECEWEj"0 CONCRETE CL WALL ----- Q;I \::_~-- S.S . .AJNCHOR BOLT (3 PLACES) 11"<---t--3"x1 j" S.S. RECTANGULAR TUBING. --.1--WELD TO BASE PLATE {MIN. WALL ·= EB THICKNESS=.120) K--5"x5",j" THK. S.S. BASE PLATE BASE PLATE -PLAN VIEW 3n: 1'-0" = . • 1 i..· ,:-+---½• 0 x 6" CONCRETE . "'!. j .., ANCHORBOLT(3PER BACK VIEW J ';' ;. -• :. POST] SECTION POST ON WALL INSTALLATION 1 "=1'-0" DESIGNED: DRAWN: GV PC CHECKED: DATE: GV SEPT 19, 2013 TOP OF CURB ' BOTTOM OF 11+1---i" THK. CORE·TEN .J. PANEL SCREEN 'MTH 1;11 1 DECORATIVE PATTERN ~ 3'x1 i" S.S RECTANGULAR TUBING POST (WALL THICKNESS=.120) SPACE POSTS 3'-8" O.C . ,. 8" L, PANEL - " . f / 1s1D;~ALKJ ~-l-:(i--,,"" ,-I ""' ,\, r-'l.__l_ "'"'i " . -, • ~l I J'2" ,. . t---..---i.,. ;,- I' . • .... ry::- •• ~ 1 O" DIA. ONCRETE FOOTING .. .•. _ .. •· • .. · " ~I' ~¾'DRAIN ROCK I~, 11I1 111,' 1111.111~ 90%COMPACTSUBGRADE -111-_ I' -111- (1;;'\ IN-GROUND POST '2V INSTALLATION -SECTION 1n=1'-011 C-4842 CONSTRUCTION DETAILS BALBOA BOULEVARD BEAUTIFICATION CD.4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 21 OF 38 X2 X1 314" 10.0 3/4" 10.0 8 I IRRIGATION LEGEND SPRAYS & BUBBLERS SYMBOL F H T Q MANUFACTURER/ DESCRIPTION NOZZLE MODEL RAD BODY 360 180° 120° go• @ ~ ~ ~ (I) ~ ~ ~ ® ~ ~ " T y ., ., () 0 • 60° lj ~ .,. "' TORO O-T-5 SERIES NOZZLE PRECISION SERIES SPRAY TORO O-T-8 SERIES NOZZLE PRECISION SERIES SPRAY TORO O-T-10 SERIES NOZZLE PRECISION SERIES SPRAY TORO O-T-12 SERIES NOZZLE PRECISION SERIES SPRAY TORO FLOOD BUBBLER FB-50-PC SERIES NOZZLE TORO SPECIAL PATTERN PRECISION SERIES SPRAY "O" NOZZLE 2X6 SST RAINBIRD -ROOT ZONE RWS-M-B-C 1402 WATERING SYSTEM 5' 570Z-12P-PRX-COM 12" POP-UP 8' 570Z-12P-PRX-COM 12" POP-UP 10' 570Z-12P-PRX-COM 12" POP-UP 12' 570Z-12P-PRX-COM 12" POP-UP N/A 570Z-6P-PRX-COM 6" POP-UP 2'x6' 570Z-12P-PRX-COM 12" POP-UP N/A RWS-M-B-C MISC. MATERIAL SYMBOL MANUFACTURER/ COMMENTS DESCRIPTION s GRISWOLD -AUTOMATIC VALVE SIZE PER PLAN -INSTALL IN DW SERIES CONTROL VALVE SUBTERRANEAN 12"X18" VALVE BOX ~ GRISWOLD -MASTER VALVE SIZE PER PLAN -INSTALL IN MODEL 2000 (NORMALLY CLOSED MASTER VALVE) SUBTERRANEAN 12"x18" VALVE BOX MATCO -BALL VALVE INSTALL IN SUBTERRANEAN VALVE BOX H 754 SERIES FULL PORT o;J 2" WATER METER WITH 2" COPPER K SERVICE LINE. REFER TO CIVIL PLANS FOR CONSTRUCTION OF NEW SERVICE ~ 2" FEBCO 825Y REDUCED PRESSURE INSTALL IN STRONG BOX ENCLOSURE BACKFLOW MODEL SBBC-45SS & CR & IRRIGATION CONTROLLER-30 STATION, RAIN MASTER EVOLUTION DX2, MODEL DX30-SPED WITH RADIO, FLOW, AND ANTENNA KIT. & IRRIGATION CONTROLLER-30 STATION, RAIN MASTER EVOLUTION DX2, MODEL DX30-SPED WITH RADIO, FLOW, AND ANTENNA KIT. & IRRIGATION CONTROLLER-48 STATION, RAIN MASTER EVOLUTION DX2, MODEL DX48-SPED WITH RADIO, FLOW, AND ANTENNA KIT. &. IRRIGATION CONTROLLER-30 STATION, RAIN MASTER EVOLUTION DX2, MODEL DX30-SPED WITH RADIO, FLOW, AND ANTENNA KIT. ® FLOW SENSOR-RAIN MASTER EVFM, SIZE PER PLAN CONNECT TO CONTROLLER WITH EV-CAB-SEN CABLE. INSTALL CABLE IN 1" SCH. 40 PVC CONDUIT 3" PRESSURE MAINLINE SCHEDULE 80 PVC ·---------· NON-PRESSURE LATERAL LINE -SIZE PER PLAN TO BE SCH. 80 PVC WHEN UNDER PAVING TO BE SCH. 40 PVC WHEN IN PLANTER AREA PIPE SLEEVE -INSTALL WHERE MAINLINE AND NON-PRESSURE SCHEDULE 40 PVC PIPE TWICE THE -----------LATERALS PASS UNDER STREET INTERSECTIONS AND CROSSINGS DIAMETER OF THE PIPE BEING SLEEVED \ -\ \ \ \ '8 \ I \\\ I \ ,e, \ I \ \ \' I \ \ I \ \ '8 \ I \\\ I \ '8 \ I \ \ \ \' I \ \ I REPLACE A DAMAGED IRRIGATION, WITH • I~ KIND E~UIPMENT TO THE CONT CTOR SHALL BE RESPONSIBL:~O REPAI~ AND/OR THE SATISFA ION OF THE CITY ENGINEER. \ \ \ '8 \ I \\\ I JACK IN THE BOX B1 o 314" 10.0 \ ...... -~--B2 3/4" 5.0 \ B3 \\I B4 B5 •, r-... _-+ ) 3/4" 8.0 ---..., \ ...... __ -;,,_ (_I' :!111111,...,.~, l + l ' , ...... __ ..... .... 0 \ \ \ \ \ \ \ \ '8 \ I \ \' I \ \ \ ,e, \ I \\\ : \ '8 \ \ \', REFER TO CIVIL DRAWINGS FOR MAINLINE AND LATERAL LINE : :S::: \ SLEEVING DETAIL AT STREET AND ALLEY CROSSINGS. Q) / I ~ T: 3/4" 2.0 / ' ::::, CD SYMBOL F H T 360 180° 120° .26 .13 .09 .66 .33 .22 1.0 .51 .34 1.6 .74 .49 .50 .06 .50 DETAIL DETAIL 'B' SHEET Ll.7 DETAIL 'C' SHEET Ll.7 DETAIL 'F' SHEET Ll.7 DETAIL 'M' SHEET Ll.7 DETAIL 'K' SHEET Ll.7 DETAIL 'K' SHEET Ll.7 DETAIL 'K' SHEET Ll.7 DETAIL 'K' SHEET Ll.7 DETAIL 'L' SHEET Ll.7 DETAIL 'H' SHEET Ll.7 DETAIL 'H' SHEET Ll.7 DETAIL 'D' SHEET Ll.7 Q PSI go• 60° .06 .04 30 .17 .11 30 .23 .17 30 .37 .25 30 30 30 30 PIPE SIZING LEGEND PIPE SIZING LEGEND (FOR PLANTING AREA) (FOR UNDER PAVING) A 3/4" SCH 40 PVC F 3/4" SCH 80 PVC B 1" SCH 40 PVC G 1" SCH 80 PVC C 1-1/4" SCH 40 PVC H 1-1/4" SCH 80 PVC D 1-1/2" SCH 40 PVC I 1-1/2" SCH 80 PVC E 2" SCH 40 PVC J 2" SCH 80 PVC REMOTE CONTROL VAL VE A 15-CONTROLLER STATION VALVE SIZE--314" 20.1-GALLONS PER MINUTE REFER TO SHEET FOR Ll.6 FOR IRRIGATION NOTES AND CALCULATIONS REFER TO SHEET FOR Ll.7 FOR IRRIGATION DETAILS REFER TO COVER SHEET FOR GENERAL NOTES PREPARED BY: • DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta. CA 92253 714.641.1300 760.580.5165 12-5-14 AS-BUILT PLAN 714.641.1323 Facsimile 760.564.0369 facsimI1e NO. DATE DESCRIPTION OF REVISIONS AS-BUILT DESIGNED: DRAWN: GV PC CHECKED: DA TE: GV SEPT 19, 2013 ~ -~ -S{) ---------------so ALLEY Scale: 1" = 20'-0" ii.J o s· 10· 20· NOTES: I I 46 STREET ONE-WAY 40' ~ 1. PLACE ALL VALVES IN GREEN PLASTIC VALVE BOXES BY CARSON BROOKS WHEN INSTALLED IN PLANTER AREAS. 2. PROVIDE 3 SETS OF COLOR CODED SCHEMATICS INCASED IN "HEAVY GAUGE" CLEAR PLASTIC FOR IRRIGATION. C-4842 IRRIGATION PLAN BALBOA BOULEVARD BEAUTIFICATION Ll.1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 22 OF 38 EXISTING WATER METER AND BACKFLOW PROTECT IN PLACE. P.O.C. #2 -NEW 2" WATER METER AND 2" BACKFLOW DEVICE (SEE CIVIL PLANS) -NEW 2" GRISWOLD MASTER VALVE MODEL 2000, NORMALLY CLOSED -NEW CONTROLLER -RAIN MASTER EVOLUTION DX2, WITH FLOW, RADIO, AND ANTENNA. -NEW 1" FLOW SENSOR-RAIN MASTER EVFM FLOW SENSOR, CONNECT TO CONTROLLER WITH EV-CAB-SEN CABLE. (INSTALL CABLE IN 1" SCH. 40 PVC CONDUIT) A -UILT: AS-BUIIJ,~ADD ,,--,, C ::! --~==~==~-==~"--==-== ___ L ~ ____________ '._ ______ _'_..,.. n ( ' 0 0 0 Q) ~-n...."Ull:::i-JL•"10,----~~ ~~ Q) ~------:...-:.--:...-_-_=:._~~=-:::!"'="Y";;~ --=-M=xcx • •· • • •· • • •· ------ -- -• •••••. ------------------•'• --------------------------------.C. I --------1-l 3 ,+-I -=--1=---1----- C/) REMOTE CONTROL VALVES ARE SHOWN DIAGRAMMATIC. w B7 Q) I ALL VALVES TO BE LOCATED IN SIDEWALK. REFER TO DETAIL Q) J, SHEET Ll.7 FOR CONCRETE VALVE BOX PLACEMENT. 3/4" 10.5 Cl) I ~ I ~ 1 -·--s---s---s---s ~ I ~ I ~ 1o+o_o __ _ I I I 46 STREET ONE-WAY ~ \ ---:::.- I I - 5.0 --___ ,.. -~~-. 314" "l~\,t~\J/:"--''--'1:-/i\'•-:"\---'----:::f, '.l:"-f-+---AS-BUILT: ~ t ii, )+ ~i ,_J ____ ~li ADDMAINUNE '-I '-I '-I \,/ I ;,_I I _;""-----~.,._ ... ---1~-~&. I P.O.C. #1 I ALLEY -NEW 2" WATER METER AND 2" BACKFLOW DEVICE (SEE CIVIL PLANS) -NEW 2" GRISWOLD MASTER VALVE MODEL 2000, NORMALLY CLOSED -NEW CONTROLLER -RAIN MASTER EVOLUTION DX2, WITH FLOW, RADIO, AND ANTENNA. -NEW 1" FLOW SENSOR-RAIN MASTER EVFM FLOW SENSOR, CONNECT TO CONTROLLER WITH EV-CAB-SEN CABLE. (INSTALL CABLE IN 1" SCH. 40 PVC CONDUIT) EXISTING WATER METER AND BACKFLOW PROTECT IN PLACE. B6 3/4" 314" 5.0 2.5 30' C VJ --------- AS-BUILT: ADD QUICK COUPLER 45 STREET ONE-WAY ~ ALLEY U) REFER TO CIVIL DRAWINGS FOR MAINl.lNE AND LATERAL LI E SLEEVING DETAIL AT STREET AND AL fEv CROSSINGS. Ul ------------------------- ... ___ .,..,. / 14+00 -<eGj>----I -------j-- ------------------·-----------·~············ ~-··········-E ~ U) U) I 44 STREET ONE-WAY ~ I ii:: ALLEY ■ 1 11 I I I I ~ I I I !I I - " 35 ' ---...... Scale: 1" = 20'-0" n.J 0 5' 10' 20' "' 40' 43 STREET ONE-WAY ~ II • vi I -... , ..,. .. ,,...,-----... ,,.. -..., ,,...----...... ~ -~ G~ .. ,,,---· -· ,,.,,-----...~ ~ I ~-~~~----:-~-:~~---~-~-~~-~ti-: .... ~.:.~~.~ .... -----~:.-~-~-'--.:_A_~~---:-~----~~a;:J~~ ,' ~-~~----·-:--~~--~--~~--~~-il;.: ... J; .. ~._t _:_: ___ ~ .!.;~~~IL!:t ~. fi ~ i,\~ Q-A--l~ n.L ,-s--, 0 =_=--·-~ ~ •• ~j~' .. ',L no n •• ~ ~~_~,A, d ~ I, I g: B14 B15 3/4" 4.0 3/4" 7.5 I 3/4' 3.o 3/4" a.5 w 3/4" 4.0 3/4" 7.5 ii:: REMOTE CONTROL VALVES AIRE SHOWN Dll ,GRAMMATIC. l ©a.I ,\\----1...-\\ -, ALLVALVESTOBELOCAT~blNSIDEWALK.~EFERTODETAIL , \ _ ,,, \\ \\ \\ ----(" ...-\\---,....,,--, "'\ ,v: .~ , ....._ /1,V "'-J,SHEETLl.7FORCONCREITEVALVEBOXP1ACEMENT. /\ "_/'' -, 7. --------;; ----, / '-1' ,--... I/ '-. v, Q_ , I ,:,,, /T 6j ' I ,< ,./·,. ,r\ ,\ I\.·;:;.. 1\1 ., -A ''I~ ::, .--c -" "' il'l•~R '"-~ -~A~ ))) ~Aw w _Aw ,.~l 't' _a ,1'1'. _ t "-R ,\i>JB\A.n" , ·"· "_ "_ '1--,_ _w_ w \1'1" A ~ -~ 'n,. l'B '1-0 ~-Y I m ~ I ~ ~" ~:~ ),:' ffe-REFERToc1v1LDRAw1NG FORMA1NL1NE1 ,NDLATERALL1NE A,;, " " "'1": w _tJ.l • -_,:;:.1•1"· r w -ii:. A A ~ A A V A .,;tJJ. ((C-~Y~" A" A ~.·,·AA~ "'\ 1 •. -r Cl)--I ~~=~ ~~=~ 1 1 ~ _ SLEEVING DETAIL AT STRE 'T AND ALLEY c 1 p ss1NGS. ~ ii! i" _ , "' m IAA81 __ 1/._W]._T: AA<>l·~ll..C/llT: ]I! , '\..!. •• Ai>0~T: A8-~T: ii ii IAS-~T: 'I', _,.... \__ ~,.-,AA"'s.1~'""""./llUJL""""T.-· '1's.~ Ji>1'-./lUJLT. < ii)li ~ IAS-~T.-~ ~ il'\.ii ~ _,,,,.-W p'.l I AJJ Al m11 1111 Al ;i:: I ,tA1 / v ,5A1!l 11 ,, _ 20 +00/ Al 314,, ~t ,, , 11 11 * 8 00 ~ 9+00 -+--~-----+..a...-~~--' 11 ,' 3/4" ~-11 11 • 22+00 I C Q) -----3/4" 1'<Q 3/4" ~L 11 ;1; 3/4" ~ +l-----------1-++---__,w __ --;--------I -----1 3/4" 11.0 3/4" ~ - -H;i; ;:!H ---+---3/4" ~ --~! ::G ------+------"'+--"1 --C C: • ~Ii IIG 9' 3' 3' 2' 3' 37' rn 19'. 3' 3, 13 i 26' . V> 13'. 3'. 3ji5, i 7' I "'C ~ i------7-------------:----------~------~ ~-.;; = = ----~--;--~ $1 --------------------... -, -· _ _...__ -, ------~ --~ -:-, ----' ~, / ~ ~ ~ jl ,D/i'J -• I T ', ;:: :, \ __ .~;, 7 ... "o~=: "~ ~ l"F-il::i • ~. \ ~ Hr . l!i~ ; ' ,oar • ',\ ;\,c ~, /~-::-• '---~/ \ I I , IVlU"RJ ---"'"',,~;::::=jE~l~-11 ~ ..::: ~ --i!!I / l _, '---_,.... I '--'---/ AS-BUILT: -• ' AS-BUILT: ADD MAINLINE & WIRES AS-BUILT. ,D I I I I QUICK COUPLER I ;,: I CENTER OF WALK (TYP.) QUICK C(J)U 'L 11. V: I _ I I I I I do I I I _ 43 STREET ONE-WAY ~ ALLEY AS-BUILT 42 STREET ONE-WAY ~ PREPARED BY: ALLEY 41 STREET ONE-WAY ~ ALLEY Scale: 1" = 20'-0" n.J 0 5' 10' w 40" IRRIGATION PLAN 40 STREET ONE-WAY ~ C-4842 REFER TO SHEET FOR Ll.1 FOR IRRIGATION LEGEND REFER TO SHEET FOR Ll.6 FOR IRRIGATION NOTES AND CALCULATIONS REFER TO SHEET FOR Ll.7 FOR IRRIGATION DETAILS • DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: BALBOA BOULEVARD BEAUTIFICATION Ll.2 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 12-5-14 AS-BUILT PLAN REFER TO COVER SHEET FOR GENERAL NOTES 714.641.1323 Facsimile 760.564.0369 facsimile NO. DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: GV PC CHECKED: DATE: GV SEPT 19, 2013 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 23 OF 38 I , I 3:! B18 w 4' 4' w--w-.---+-w---w---w---w---w---w---w---w---t-w---w---w--- w "' ~ ~ 0 g--'!" .... _____________ ~ -'-¥--.1....L..L __,,,,..,,.._1 __ ->.L-\,..1....1.,1...J.1_,,__,,=~,,,_· J'. -~-=------, I C37 0 -+---.---·-+----.------I ' CENTER OF WALK (TYP.) I 3/4" 6.5 3/4" 14.0 3/4" 13.0 314" 6.3 3/4" 4.0 3/4' 10.5 I 314" 12.0 314" 16.5 I C36 C35 I r-fllll!~~. ----I >-I 40 ALLEY 39 ALLEY STREET ONE-WAY ~ I I I I I - 3:: I . 37 STREET ONE-WAY ~ A STREET ONE-WAY ~ P.O.C. #3-(DOWNSTREAM OF EXISTING WATER METER AND BACKFLOW) -EXISTING 2" WATER METER AND 2" BACKFLOW DEVICE -NEW 2" GRISWOLD MASTER VALVE MODEL 2000, NORMALLY CLOSED -NEW CONTROLLER -RAIN MASTER EVOLUTION DX2, WITH FLOW, RADIO, AND ANTENNA. -NEW 1" FLOW SENSOR-RAIN MASTER EVFM FLOW SENSOR, CONNECT TO CONTROLLER WITH EV-CAB-SEN CABLE. (INSTALL CABLE IN 1" SCH. 40 PVC CONDUIT) C27 3/4" 8.5 C24 C23 3/4" AS-BUILT: ADD QUICK COUPLER 3/4" 11.0 REMOTE CONTROL VALVES ARE SHOWN DIAGRAMMATIC. ALL VALVES TO BE LOCATED IN SIDEWALK. REFER TO DETAIL J, SHEET Ll.7 FOR CONCRETE VALVE BOX PLACEMENT REFER TO CIVIL DRAWINGS FOR MAINLINE AND LATERAL LINE SLEEVING DETAIL AT STREET AND ALLEY CROSSINGS. AS-BUILT REFER TO SHEET FOR Ll.1 FOR IRRIGATION LEGEND REFER TO SHEET FOR Ll.6 FOR IRRIGATION NOTES AND CALCULATIONS REFER TO SHEET FOR Ll.7 FOR IRRIGATION DETAILS REFER TO COVER SHEET FOR GENERAL NOTES PREPARED BY: Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimile E EXISTING WATER METER AND BACKFLOW PROTECT IN PLACE. , I VJ f- I VJ AS- AD,,,,,,,,_., LINE, SLEEVING VJ 36 STREET ONE-WAY ~ NO. AS-BUILT MAINLINE & WIRES CENTER OF WALK (TYP.) 12-5-14 AS-BUILT PLAN DATE DESCRIPTION OF REVISIONS --------H I I ALLEY 38 STREET ONE-WAY ~ C2 314" 4.0 4' 9' C1 3/4" 10.5 Scale: 1" = 20'-0" n.J 0 5' 10' 20' DESIGNED: CHECKED: w "' VJ 5l 34+00 t L 40' DRAWN: VJ 35 STREET ONE-WAY ~ GV PC DATE: GV SEPT 19, 2013 I I I I I r ·~ I - Scale: 1 R = 20'-0R n.J 0 5' 10' IRRIGATION PLAN I 20' 40' C-4842 BALBOA BOULEVARD BEAUTIFICATION Ll.3 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 24 OF 38 ■ I ... .c C) 0::: I I I .. I l• cn I ALLEY 0 D1 314" 4.5 C/) L •~ :cl '.,,' i I-46' 314" F D2 5.0 j 0 , Ul I I 34 STREET ONE-WAY ~ AS-BUILT: DRIVEWAY I C16 C15 V ----3/411 8.0 -314" 8.0 -----~---------------- I C14 314" 8.0 -::::f --.... I :21 0 ~, ALLEY A~BUIL~ m / MAINLINE & WIRES -. -E CENTEROFWALK(TYP.J A----~ J'. -- - -""7 ~ l A .. -----..____/\\-----..__' "' \ Y.-.= ~e5 • . ' C13 314" 7.8 r-------.. w,----- 40' .~ ----------------·------------------: -~ . :ffl~ ~ :i j$!, A ,' A J-\ ff~ I I , I I ,----~1-,J 't'-----L D4 D5 314" 6.0 314" 3.2 p D6 314" 7.0 314" Ul Ul -· I Ul 33 STREET ONE-WAY ~ D7 / . . 39+CU 31411 7.0 . . 37' 3' . -::• ....... ~ ·= -------------------------.-. .-..-..-.--• ·~ '. ' ,----ll. -1 -l . \ I I '/A I J I 17 / 'AS-BUILT: MAINLINE & WIRES CENTER OF WALK (TYP.) Ul ' \ ./ \ AS-BUILT: ADD QUICK COUPLER 11 ;,: I I REMOTE CONTROL VALVES ARE SHOWN DIAGRAMMATIC. ALL VALVES TO BE LOCATED IN SIDEWALK. REFER TO DETAIL J, SHEET Ll.7 FOR CONCRETE VALVE BOX PLACEMENT. ; 0 Ul Ul Ul ■ I I Is:: .~ .~ ·~ 1-,; loo CD CD ~--te,-1--w---w---w---w---w---w--;--;--r ,, ·~ C10 3/4" 4.1 F , I I;. I I C9 40+00 3/4" 9.5 -'c-------.._ .... .-- 42' 55' -----------------------~ ' ALLEY Scale: 1" = 20'-0" n.J 0 5' 10' 20' Ul ;.41 00 ·~ ·~ --i---i-~= ;::I! l--1 ' . . ;. 40' Ul I~ Ul I I ....LIi ::J" en en ::J" CD CD ,-+ 32 STREET I I I 10.0 ; .,,. ;,: 1 j I AS-BUILT• AI'JD ;::.-F~~~-fy"i ~~ ,::;;;~J~tn,L~~ -{~ IO I s:: QUICKCOU. 1,E -e ,'A A_: D8 1 D9 D10 a _.i,.~ I '"' A ; A ,. A A E ~A A i.' 0 A E.11 /-/ E: -~ < -;,: AS-BUILT: ADD -+-....-------1-+--.---r;---,---1.. I Q. A-A-• E • • A,\.. ~ ~. c>--,11 MAINLINE 314" 6.0 3/4" 3.6 314" 2.0 _, 6 lli. A I -:: • • -, ..... B ·_,_ s er> e --· I r ·, ,"I V,j A • • _n -----p ,._ --\ -l..c ~ x ~~ B xi'. ~ ' "/ v \../,// -I 11' 5' ::J +-< I I ", ,7/ II II .C _J II IJ ~· G!! !!G A ~ _:_ b '-, I ~-, --,-•, ,:-, E c ~ ~-/ ., ( i_ !1 , ;'!1/ ·······~ .). ---·····'l······~·'l'"·······"l"'········~····· .... ···~····r ···j CD_ l( ~;/-••=~•~~.J~~~·-Ji,l~:;-),1:;~:;I-, --:;;;--l, 11!1,',..·-_·-_,_-;:._' --·--·-:-4c::~,~'-.e:-;:..·L-;I.----I: -•••••••••• ~lo -~-F : ~ ii! G) I ..--It--::::==::---.... ' ,,_ -P.. - • ~ ' ~ '-•e•••••••:••••••••••••••: m'!:!"••,.• ---.J ••••..,.••s -S LL II II • • . // ,, s... w---;1c-,-w----r-•i-,,-w---w---w---w---w---w---w-11----w Q) w---w---w----1+ 1~ fl // ---w---w---w---w---1 a.a. I I[ -/ A J" 'r-1,! :: ~il;,.;._AY I "• -, -'I/,/ j I I I n 0 - A I 32 ALLEY STREET AS-BUILT REFER TO SHEET FOR Ll.1 FOR IRRIGATION LEGEND ----- 'U, REFER TO SHEET FOR Ll.6 FOR IRRIGATION NOTES AND CALCULATIONS REFER TO SHEET FOR Ll.7 FOR IRRIGATION DETAILS REFER TO COVER SHEET FOR GENERAL NOTES 43+00 --1 BALBOA BOULEVARD 44+00 ----~-------------1------ 0 31 STREET PREPARED BY: Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimile II -~ ,,, ,~ \. II _J OO D3 !i' r, Ji ,,,, w----w----w---w----w----111-w-----'--w~--w---w---w---w-----'""'==c;;W'--,t--"-=cJ/1"1jl:--W CD aY"::._-,:1~ 1 r W.IF ----.,. -I j11 jl1 II :1 I II I CD GIi II 1: I II 314' 11.6 ', ',. r.111 111F W REFER TO CIVIL DRAWINGS FOR MAINLINE AND LATERAL LINE ;,: FJ J (/) NO, !if"il ,: ? Ul SLEEVINGDETAILATSTREETANDALLEYCROSSINGS, :: I ::J"CD !11 11 I 1 1111 L I 11 II 111 Y (n'1 / i11 II ,, 'Iii' 1! I m_ L-._ 11 _ 11A•~~.ll._ /~5-ij 0 46+00 47+ri 1' A ~ ~ n_ 'I ' A~ 1, -----------tel--I----------~ -A-;;-,1 I --T-\n .# r l\!LA,M"".,,"",,,·=~aa~A"-~'·iu)~-eeA~;;;'~ci?.lrc:J, ,. co / ~ A -,..,, AA A --~-1>, I 0, !:! /'I " f REMOTE CONTROL VALVES ARE SHOWN DIAGRAMMATIC. f --ii !! I C 12-5-14 DATE JJ f ALLVALVESTOBELOCATEDINSIDEWALK.REFERTODETAIL :: iJ -0 ::~ :. J,SHEETLl.7FORCONCRETEVALVEBOXPLACEMENT. 3: d! 13llF 115 "' i --C . -. -_· • : ~ ch 0 I I I "' :1 ALLEY 30 STREET AS-BUILT PLAN DESIGNED: GV DRAWN: PC DESCRIPTION OF REVISIONS CHECKED: DATE: GV SEPT 19, 2013 Scale: 1" = 20'-0" n.J 0 5' 10' 20' 40' I I I ALLEY IRRIGATION PLAN I I I C-4842 BALBOA BOULEVARD BEAUTIFICATION Ll.4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 25 OF 38 ■ -.::t" l AS-BUILT: ADD MAINLINE _;Lw---w---w---w---w-+---w--~w---w---w------ © I Q) 48+00 I REFER TO CIVIL DRAWINGS FOR MAINLINE AND LATERAL LINE SLEEVING DETAIL AT STREET AND ALLEY CROSSINGS. 49+00 '551 Q) I Q) _ --- (/)~• ~· ~. ...JI .c. (.) +-' ro ·-~ I I REMOTE CONTROL VALVES ARE SHOWN DIAGRAMMATIC. ALL VALVES TO BE LOCATED IN SIDEWALK. REFER TO DETAIL J, SHEET Ll.7 FOR CONCRETE VALVE BOX PLACEMENT. +-' Q) Q) -I I I I c55 I D17 3/4" 3.0 0 D18 314" 1.0 TV OH) 29 STREET AS-BUILT: ADD MAINLINE r.·--- ~ 1■---w-----,~-w---w----w·------,I,~-.... I w~--1,-w---..w---w ~ I EXISTING.(f TER METE~ AND BACKFLOW :§, , ;= \ PRr TECT IN PLACE. i: ~aaaaaa;i---1---_5_5++-o_c ~\:-f 0 :JI : °8"' ~ I !F Cl) : -I Q) C ...J -51 rol ~. I I I - : I- I k d E ---. --•• T AS-BUILT 0----- t' 'f l I 26 STREET REFER TO SHEET FOR Ll.1 FOR IRRIGATION LEGEND REFER TO SHEET FOR Ll.6 FOR IRRIGATION NOTES AND CALCULATIONS REFER TO SHEET FOR Ll.7 FOR IRRIGATION DETAILS REFER TO COVER SHEET FOR GENERAL NOTES ' I -------en D11 D12 D13 3/4" 6.0 314" 6.4 AS-BUILT: 314" 3.0 I en MAINLINE & WIRES I! en ----wt-fw-----@.·----w w w---w---w---w----w---I I ~ OH - ;= I I I ALLEY w ~ 51 -&P 9 51 +00 -1---,1 BALBOA BOULEVARD -----------~~~n!'!~~ (1) I rjn II 28 STREET P.O.C. #4-(DOWNSTREAM OF EXISTING WATER METER AND BACK.FLOW -EXISTING 2" WATER METER AND 2" BACK.FLOW DEVICE -NEW 2" GRISWOLD MASTER VALVE MODEL 2000, NORMALLY CLOSED -NEW CONTROLLER -RAIN MASTER EVOLUTION DX2, WITH FLOW, RADIO, AND ANTENNA. -NEW 1" FLOW SENSOR -RAIN MASTER EVFM FLOW SENSOR, CONNECT TO CONTROLLER WITH EV-CAB-SEN CABLE. (INSTALL CABLE IN 1" SCH. 40 PVC CONDUIT) PARKING LOT 3/4" 13.1 3/4" 7.0 20' I 18'" ----... ·, CJ I ----------------------- D19 D20 W· D21 W' I w---w AS-JW,{l,,T: D2 ,9<,,_0 3/4" 9.0 3/4" 13,5 1,1 f 3/4" 3.0 3/4" 2.8 314" 2.0 AS-BUILT: II' MAINLINE -------- ~1 AS-BUILT: f: MAINLINE & WIREi IN J:1-PefNWNG AREAS , YP J "' --j ; ~ , :cf: ~I Ill ' 1,1 t ~I Ill f ?(~ T so I f I I I ~ Pl ~ -A A -,.__ I -1 I I I I I I I I I ~ IG I I I I I I I I I I I I ' E BALBOA BOULEVARD 57+00 REFER TO CIVIL DRA INGS FOR MAINLINE AND LATERAL LINE SLEEVING DETAIL AT STREET AND ALLEY CROSSINGS. REMOTE CONTROL VALVES ARE SHOWN DIAGRAMMATIC. ALL VALVES TO BEL GATED IN SIDEWALK. REFER TO DETAIL J. SHEET Ll.7 FOR C NCRETE VALVE BOX PLACEMENT. -,~ ~ 0 o/' l D22 314" 3.0 ALLEY 25 ALLEY STREET PREPARED BY: Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 12-5-14 AS-BUILT PLAN 714.641.1323 Facsimile 760.564.0369 facsimI1e NO. DATE DESCRIPTION OF REVISIONS w w 52+00 ---------TV OH D23 3/4" 2.3 -.,. I I : I 11 I 11 I 11 I 11 II 11 I 11 II I FI IIG I 11 I 11 I 11 I 11 I 11 D14 3/4" 3.0 w I ;= ALLEY D15 314" w 4.1 I I I I I I I I I I ~ :G I I I I I I I I I I I I 24 D16 3/4" 2.0 w w ■ I ·~ lg ·~ -· :::::J CD -I - w w w w w lcn w 1m 53+00 lb :E 54+0' ~ -f--j r CD I ;:::p -I -E---E---,...._~',O ;.---E .~ (/) lcn :::r E _. m ,-+ E J\Jl(OH}:- m 1 I I Scale: 1" = 20'-0" 27 STREET n.J 0 5' 10' 20' 40' -s ---s ---s ---s ---s -- ..... --.. ,, '\ : + ) ' ' \.. ,/ ... __ .. ---...______ I Ii scale: 1" = 20'-0" STREET n.J DESIGNED: DRAWN: GV PC CHECKED: DA TE: GV SEPT 19, 2013 0 5" 10' 20' 40' C-4842 IRRIGATION PLAN BALBOA BOULEVARD BEAUTIFICATION Ll.5 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 26 OF 38 GENERAL IRRIGATION NOTES 1. It is the responsibility of the irrigation Contractor to familiarize himself with all grade differences, location of wall, STATIC PRESSURE POLYVINYL CHLORIDE PIPE CEMENT DIRECT BURIAL CONTROL WIRES retaining walls, structures and utilities. The Contractor shall repair or replace, at no additional cost to the City, all THE IRRIGATION SYSTEM DESIGN IS BASED ON A MINUMUM OPERATING IPS WELD-ON PVC 721 BLUE MEDIUM-BODIED (USE WITH 1/2" TO 1-1/2" (SOLID COPPER, 600 VOLT, TYPE UF) items damaged by his work. The Contractor shall coordinate his work with other contractors for the location and PRESSURE OF 66 PSI AND MAXIMUM FLOW DEMAND OF 13.5 GPM. THE PVC PIPE) COMMON WIRES: installation of pipe sleeves and laterals through walls, under roadways and paving, etc. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. IPS WELD-ON PVC 711 GRAY HEAVY-BODIED (USE WITH 2" AND LARGER WHITE (#12 AWG) REPORT ANY DIFFERENCE BEWTEEN THE WATER PRESSURE INDICATED ON PVC PIPE AND ALL MAIN LINES) 2. The Contractor shall not willfully install the irrigation system as shown on the drawings when ii is obvious in the field that THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION STATION WIRES unknown obstructions, grade differences, or differences in the area dimension exist that might not have been addressed PORT OF CONNECTION TO THE ENGINEER. POLYVINYL CHLORIDE PIPE PRIMER (#14 AWG) COLOR-CODED REQUIREMENTS PER CITY STANDARD. (4) SPARE in the design of the irrigation system. Such obstructions or differences shall be brought to the attention of the City WIRES (3 LEAD AND 1 COMMON) MUST BE RUN TO THE FARTHEST VALVE Engineer. In the event this notification is not performed, the Contractor shall assume full responsibility for any necessary IRRIGATION SYSTEM LAYOUT IPS WELD-ON P-70 PRIMER PURPLE (USE WITH ALL PVC CONNECTIONS) MANIFOLD FROM THE CONTROLLER. alterations to the work. DUE TO THE SCALE OF THESE DRAWINGS THE CONTRACTOR SHOULD BE WIRE SPLICES/ CONNECTORS ARE TO BE SPEAR DRI-SPLCIED (PRE-FILLED). AWARE OF THE POSSIBILITY THAT THE NEED FOR MINOR ADJUSTMENTS REMOTE CONTROL VALVE LABELS USE EXTRA DS300 SEALANT INSIDE CONNECTORS. 3. The Contractor shall obtain, coordinate, and pay for any and all inspections as required. TO THE IRRIGATION SYSTEM MAY BE NECESSARY TO PROVIDE PROPER ALL VALVES ARE TO BE FASTENED WITH CHRISTYS VALVE IDENTIFICATION COVERAGE. THESE ADJUSTMENTS COULD INCLUDE NOZZLE CHANGES TAGS IDENTIFYING STATION# AND APPROPRIATE CONTROLLER IDENTIFICATION IRRIGATION CONTROLLER 4. Pipe sizes shall conform to those shown on the drawings. No substitutions of smaller pipe sizes shall be permitted, but INFORMATION substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time AND/OR ADDITION OR DELETION OF INDIVIDUAL HEADS TO COMPENSATE WIRE ALL NEW VALVES TO NEW IRRIGATION CONTROLLERS. VERIFY of said rejection. FOR CHANGES MADE ON THE SITE. THE CONTRACTOR SHALL LOCATE LOCATIONS WITH CITY ENGINEER PRIOR TO INSTALLATION ALL VALVES, LATERAL LINE AND MAINLINE IN PLANTING AREAS. "WATER CONSERVATION CONCEPT STATEMENT" 5. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. Install all heads with double FURTHERMORE, THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, THE SYSTEM IS DESIGNED TO ACHEIVE CONSERVATION AND MAINLINE swing joints as per detail. All heads adjacent to parking lots, walks, roads, orother paved areas shall be installed with VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN EFFICIENCY IN WATER USE BY PROVIDING ANTI-DRAIN VALVES, MAINLINE AND ALL MAINLINE FITTINGS TO BE SCHEDULE 80 PVC. pop-up bodies. CLARIFICATIONS ONLY AND SHALL BE INSTALLED IN PLANTING AREAS FOR LOW HEAD DRAINAGE, RAIN CHECK INTERRUPT SWITCH TO WHEREEVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES PREVENT THE SYSTEM FROM ACTIVATING WHEN RAINING, 6. The Contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with minimal misting and/or IN SHRUB OR GROUNDCOVER AREAS. PRESSURE COMPENSATING SCREENS TO PREVENT OVERSPRAY NON-PRESSURE LATERAL LINES over spray onto walks, streets, walls, etc. Substitution of nozzle pattern or radius as required to achieve optimum AND REDUCE WATER USAGE IN SMALLER PLANTING AREAS. NON-PRESSURE LATERAL LINES AND FITTINGS WHEN UNDER HARDSCAPE coverage is responsibility of contractor. AND LOW GALLONAGE HEADS TO REDUCE WATER CONSUMPTION. PAVING SHALL BE SCHEDULE 80 PVC AND SCHEDULE 40 PVC WHEN IN PLANTER SLEEVING AREAS. 7. All irrigation equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations SLEEVES SHALL BE PLACED UNDER ALL STREETS, DRIVEWAYS AND WALKS EQUIPMENT BOXES and specifications. WHERE IRRIGATION LATERAL, MAINLINE, AND WIRE WILL CROSS. SLEEVES ALL REMOTE CONTROL VALVES, BALL VALVES, QUICK COUPLERS, ETC. SHALL SHALL BE PVC SCH. 40, MINIMUM BURY 36" DEEP. MINIMUM DISTANCE PAST BE INSTALLED IN SUITABLE GREEN SUBGRADE VALVE BOXES AS SHOWN IN 8. 120 VAC electrical power source at controller location to be provided by the Contractor. Verify EDGE OF DRIVEWAY OR CONCRETE WALK SHALL BE 24". WATER AND WIRE IRRIGATION DETAILS COMPLETE WITH LOCKING COVERS. VALVE BOXES sou roe of electrical power with engineer prior to construction. SHALL NOT BE PLACED IN THE SAME SLEEVE. SLEEVES TO BE TWICE THE SHALL BE CARSON BROOKS OR APPROVED EQUAL AND SHALL BE MARKED DIAMETER OF THE PIPE BEING SLEEVED. WIRE SLEEVES TO BE 2". 'B.V.' FOR BALL VALVES, 'R.CV FOR REMOET CONTROL VALVES, 'Q.C' FOR 9. The Contractor shall provide 3 sets of color coded schematics (as-builts) and 3 sets QUICK COUPLER.ES, ETC. REMOTE CONTROL VALVE BOXES ARE ALSO TO BE controller charts incased in 'Heavy Gauge' clear plastic for the City to use at the beginning DETECTABLE MARKING TAPE BRANDED WITH THE STATION NUMBER. ALL MARKINGS SHALL BE 2" LETTERS of the maintenance pericx:L 'CHRISTY'S' UNDERGROUND MARKING TAPE SHALL BE RUN WITH ALL AND NUMBERS. 10. The Contractor shall provode 3 sets of keys for all quicik couplers and valve boxes. MAINLINES AND MUST BE INSTALLED AT LEAST 6" ABOVE TOP OF PIPE. WATER BUDGET CALCULATION MAXIMUM APPLIED MAWA= (46.6) (.8) (35,000) (.62) I PRESSURE LOSS CALCULATIONS I WATER ALLOWANCE MAXIMUM APPLIED WATER BUDGET= 808,976 GAL/YEAR LANDSCAPE IRRIGATION METER 1 LANDSCAPE IRRIGATION METER 2 LANDSCAPE IRRIGATION METER 3 LANDSCAPE IRRIGATION METER 4 ESTIMATED TOTAL ETWU (SHRUBS)= GPM STATIC IRRIGATION GPM STATIC IRRIGATION GPM STATIC IRRIGATION GPM STATIC IRRIGATION (46.6) (.40) ((35,000) (.62), STATION DEMAND PRESSURE TYPE IRRIGATING STATION DEMAND PRESSURE TYPE IRRIGATING STATION DEMAND PRESSURE TYPE IRRIGATING STATION DEMAND PRESSURE TYPE IRRIGATING WATER USE (LOW-MEDIUM) .80 A18 12.0 66.00 TREE BUBBLER TREES B21 10.5 66.00 FLOOD BUBBLER SHRUBS C35 13.0 66.00 TREE BUBBLER TREES D3 11.6 66.00 SPRAY HEAD SHRUBS SHRUBS= 505,610 GAL./YEAR QTY SIZE MATERIAL DESCRIPTION GPM UNIT PSI LOSS QTY SIZE MATERIAL DESCRIPTION GPM UNIT PSI LOSS QTY SIZE MATERIAL DESCRIPTION GPM UNIT PSI LOSS QTY SIZE MATERIAL DESCRIPTION GPM UNIT PSI LOSS 1 EA 2" DISC WATER METER 12.00 0.10 1 EA 2" DISC WATER METER 10.50 0.10 1 EA 2" DISC WATER METER 13.00 0.20 1 EA 2" DISC WATER METER 11.60 0.10 ETWU (TURF)= 14 FT 2" TYPEK SERVICE LINE 12.00 0.03 23 FT 2" TYPEK SERVICE LINE 10.50 0.40 17 FT 2" TYPEK SERVICE LINE 13.00 0.40 18 FT 2" TYPEK SERVICE LINE 11.60 0.33 TURF = 0 GAL/YEAR 1 EA 2" BRONZE BACKFLOW 12.00 11.00 1 EA 2" BRONZE BACKFLOW 10.50 10.00 1 EA 2" BRONZE BACKFLOW 13.00 11.00 1 EA 2" BRONZE BACKFLOW 11.60 11.00 1 EA 2" BRASS MASTER VALVE 12.00 1.00 1 EA 2" BRASS MASTER VALVE 10.50 1.00 1 EA 2" BRASS MASTER VALVE 13.00 1.00 1 EA 2" BRASS MASTER VALVE 11.60 1.00 2 EA 2" BRASS BALL VALVE 12.00 4.00 2 EA 2" BRASS BALL VALVE 10.50 4.00 3 EA 2" BRASS BALL VALVE 13.00 6.00 2 EA 2" BRASS BALL VALVE 11.60 8.00 965 LF 3" SCH. 80 PVC MAINLINE 12.00 0.29 1580 LF 3" SCH. 80 PVC MAINLINE 10.50 0.47 875 LF 3" SCH. 80 PVC MAINLINE 13.00 0.26 1295 LF 3" SCH. 80 PVC MAINLINE 11.60 0.39 ETWU (TREES)= (46.6) (.40) /(6,400) (.62)) 1 EA 3/4" BRASS CONTROL VALVE 12.00 5.06 1 EA 3/4" BRASS CONTROL VALVE 10.50 4.70 1 EA 3/4" BRASS CONTROL VALVE 13.00 5.24 1 EA 3/4" BRASS CONTROL VALVE 11.60 5.06 30 FT 1" SCH 80 PVC LATERAL 8.00 0.83 8 FT 1" SCH 80 PVC LATERAL 10.50 0.34 32 FT 1" SCH 80 PVC LATERAL 9.00 1.10 10 FT 1-1/4" SCH 80 PVC LATERAL 11.60 0.14 (MEDIUM) \ .80 75 FT 3/4" SCH 40 PVC LATERAL 5.00 1.82 100 FT 1" SCH 80 PVC LATERAL 5.50 1.16 75 FT 3/4" SCH 40 PVC LATERAL 5.00 1.82 65 FT 1" SCH40 PVC LATERAL 7.18 0.88 TREES = 92,454 GAL/YEAR SUB-TOTAL 24.13 SUB-TOTAL 22.17 SUB-TOTAL 27.02 SUB-TOTAL 26.90 MISC. FITTINGS ALLOWANCE (10% OF TOTAL) 2.41 MISC. FITTINGS ALLOWANCE (10% OF TOTAL) 2.22 MISC. FITTINGS ALLOWANCE (10% OF TOTAL) 2.70 MISC. FITTINGS ALLOWANCE (10% OF TOTAL) 2.69 ESTIMATED TOTAL WATER USE= 598,064 GAL/YEAR TOTAL COMPONENT LOSSES 26.54 TOTAL COMPONENT LOSSES 24.39 TOTAL COMPONENT LOSSES 29.72 TOTAL COMPONENT LOSSES 29.59 MAWA-ETWU = 210,912 GAL/YEAR SURPLUS MINIMUM PRESSURE REQUIRED BY HEAD 30.00 MINIMUM PRESSURE REQUIRED BY HEAD 30.00 MINIMUM PRESSURE REQUIRED BY HEAD 30.00 MINIMUM PRESSURE REQUIRED BY HEAD 30.00 TOTAL PRESSURE REQUIRED TO OPERATE 56.54 TOTAL PRESSURE REQUIRED TO OPERATE 54.39 TOTAL PRESSURE REQUIRED TO OPERATE 59.72 TOTAL PRESSURE REQUIRED TO OPERATE 59.59 ELEVATION LOSS (0.00') +0.00 ELEVATION LOSS (0.00') +0.00 ELEVATION LOSS (0.00') +0.00 ELEVATION LOSS (0.00') +0.00 TOTAL LANDSCAPE AREA ELEVATION GAIN (0.00') -0.00 ELEVATION GAIN (0.00') -0.00 ELEVATION GAIN (0.00') -0.00 ELEVATION GAIN (0.00') -0.00 35,000 SQUARE FEET OF SHRUBS RESIDUAL PRESSURE 9.46 RESIDUAL PRESSURE 11.61 RESIDUAL PRESSURE 6.28 RESIDUAL PRESSURE 6.41 C-4842 PREPARED BY: IRRIGATION NOTES AND CALCULATIONS •• \.~NDSC.11,0~ DD<oo□<JODD _,._<>~ "-· VAs -1~ BALBOA BOULEVARD BEAUTIFICATION ,._<ii .. IL 'h: ~ (.,:, ~ ~ ---Landscape Architects And Park Pfanners ;; •• I -; Ll.6 Corporate Office: Regional Office: ::t :_j,J ,..p C ~ 151 Kalmus Drive, Suite MB 78060 Calle Estrado * Expires Feb., 2015 * Costa Mesa, CA 92626 La Quin ta, CA 92253 d';,. +:'"" DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-6036-S 714.641.1300 760.580.5165 _,, ,-o</:-GV PC ff OF CA. 1,..\~ 714.641.1323 Facsimile 760.564.0369 facsimI1e NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 27 OF 38 GV SEPT 19, 2013 NOTE: .-------FINISHED GRADE IN TURF AREAS CARSON INDUSTRIES #90-128 ROUND BOX PLASTIC VALVE BOX 95% CLEAN BACKFILL AS REQUIRED. FINISHED GRADE 7 --PLASTIC VALVE BOX 12"X18" RECT. W/ LOCKABLE LID COLOR: GREEN ALL VALVES LOCATED IN SIDEWALK SHALL BE INSTALLED IN CONCRETE VALVE BOX & COVER. (SEE DETAIL 'J' FOR VALVE MANIFOLD DIAGRAM) RECT. 12"X18" PLASTIC VALVE BOX W/ LOCKABLE LID TO BE USED WHEN INSTALLED IN PLANTER AREA. -,----------POP-UP SPRINKLER HEAD SEE LEGEND FOR SPECIFICATION 10" RND. W/ LOCKABLE LID COLOR: GREEN .---36" WIRE EXPANSION LOOP TYPICAL. 3" FINISHED GRADE IN SHRUB AREAS PAVING - UNDISTURBED SOIL------I MAINLINE AND CONTROL -----cH--t==+H=l'-h''-h''-h'½½½"TJ 30'ffi WIRES IN SCH 40 SLEEVES = -I = COLOR: GREEN FINISHED GRADE7 BALL VALVE NOTE:HEAT ~~~i==~=;===::::n;~~~ BRAND 'RCV' AND :::' ·1 I I'' ·1 I I~ 24" WIRE ~I I I'' ·1 I I''' CONTROLLER AND 111 11111EJIII 6 , LOOP 1111 111 111 111 VALVE NUMBER ON LID IN2"LETTERS 111 11i'1II 1i'11 11i'11 SCH 80 PVC LATERAL-ANGLE TO SPECIFIED DEPTH !~-----FINISHED GRADE TOP 11/2" W/ F.G. IN TURF AREAS TOP 1/2" ABOVE F.G. IN SHRUB AREAS -~~l~~===='=== --SCH. 80 NIPPLE, LENGTH AS REQUIRED ~-1 MARLEX STREET ELL AND 1 PVC THREADED ELL (90) --SCH. 80 NIPPLE (6" MINIMUM) --MARLEX STREET ELL OUT OF LATERAL LINE FITTING LATERAL LINES IN SCH 40 SLEEVE ill~ill, I _111 =1=11 -~= :I II I I i' II I /-.:=;// =---/",:%1 111 c;. ~~ C) oO,•C) &• (1.o ~;!,,{4, o l/.O o U~~ O o O"c1Jr-!::='!,-, MAINLINE-~ ""'----='~ c:io O cO~TJ • c:,1'.51 WITH 45 DEGREE ELLS. --LATERAL LINE, DEPTH AS SPECIFIED IN 'H' THIS SHEET BRICK SUPPORTS (4 REQ'D) .:::-:::~~~~~---PVC ELECTRICAL SWEEP IF INSTALLED IN CONDUIT NOTES: :111 11 l=rril::=r-ftl::=n'-t=:fl2"MIN. I I I =111-"i"Ffl l= 12" T SCH 80 PVC MALE ADAPTER 0•0r ~.v.0 c:i •• C)~o &) BRASS UNION-----~ BRASS NIPPLE (TYP.) -----' 3/4" CRUSHED GRAVEL ------' 12" DEEP. BRICK SUPPORTS -----------~ NOTE: HEAT BRAND 'MV' ON LID IN 2" LETTERS SCH 80 PVC MALE ADAPTER SCH 80 PVC NIPPLE (TYP.)-~ 3/4" CRUSHED GRAVEL---~ 12" DEEP MIRAFI 180N FABRIC LANDSCAPE FABRIC (OR EQUAL)--~ SCH 80 PVC UNION--------~ HEAD TO BE INSTALLED: 2" FROM ALL CURBING 4" FROM ALL WALKWAYS NOTE: HEAT BRAND 'PB' ON LID IN 2" LETTERS ~-------LANDSCAPE FABRIC ~--------3/4" ROCK, 3 CUBIC FT. 1. REFER TO CIVIL DRAWINGS FOR SLEEVING TYPICAL DETAIL FOR ALL STREET AND ALLEY CROSSINGS. NOTE: ALL MASTER VALVES LOCATED IN SIDEWALK SHALL BE INSTALLED IN CONCRETE VALVE BOX& COVER. NOTE: USE ALL BRASS PIPING TO DISCHARGE SIDE OF MASTER VALVE BRICK SUPPORTS----------~ (4 REQ'D) MAINLINE-----------------~ E PULL BOX NTS D SLEEVE INSTALLATION NTS C MASTER VALVE NTS B REMOTE CONTROL VALVE NTS A POP-UP SPRINKLER NTS ' ~ . . . I I I I .• - LEGEND CD NOTUSED ® RAINBIRD BUBBLER. • • @ PVC RISER -SCH. 80 0 PVC LATERAL PER PLAN. ® FINISH GRADE I © WATERING SLEEVE PER IRRIGATION LEGEND I I 1-' ' ' ' ' - TREE BUBBLER ---------------FINISH GRADE .--------------10 MIL TAPE ON ABOVE GROUND PIPE ---------RIP DEVICE SEE LEGEND NOTE: FOR SPECIFICATION .--------BRASS BALL VALVE TYP. ,t--------t--r;::==1-----BRASS NIPPLES MIN. 4" TYP. .----+-----BRASS ELL, 4 REQUIRED ----BACKFLOW ENCLOSURE PER LEGEND J,,----PRESSURE REGULATOR OR WYE STRAINER IF SPECIFIED, SEE BELOW J.-----BRASS UNION, 2 REQUIRED t., t+-~ c-~ ~~-~~!i 2" BRASS RISERS LENGTH AS REQ. l_.Jj~~---PVC MAINLINE TO MASTER VALVE ~---SCH BO PVC MALE ADAPTER ~----SCH 80 PVC NIPPLE 6" MIN, ~---------CONCRETE SLAB, SEE BELOW ~--------------PVC MAINLINE CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER, M BACKFLOW PREVENTER 5 - I - - - - - - - - ' NTS 2" 2 18" 3 6 co:: ------\4 95% CLEAN COMPACTED ---------- BACKFILL FINISHED GRADE~ ,--"TT.,....-!""-"'l'.7'""""'""'7.,..,.7'":'===,--.,...--,-T'T NOTES: ;I I 11 I I II 12" UNDISTURBED SOIL---· 11 :111 MAINLINE AND CONTROL WIRES 1. LATERAL LINES AND MAINLINES TO BE INSTALLED 12" AT A DEPTH OF 30" FOR ALL STREET AND ALLEY CROSSINGS. REFER TO CIVIL DRAWINGS FOR STREET AND ALLEY CROSSINGS. 2. TAPE CONTROL WIRES EVERY 10' 3. IN ROCKY SOILS INSTALL PIPING IN SAND BED 4. 24" DEPTH REQUIRED FOR ALL DOMESTIC MAINLINES 24" 111 -Ill 0 , . ~--::: CRIMP SLEEVE ' ' j WIRES BODY PLUG 1. INSERT WIRE THROUGH HOLES IN BASE OF BODY. 2. TWIST STRIPPED WIRES TOGETHER AND APPLY CRIMP SLEEVES WITH AND INDENT TYPE CRIMPING TOOL. TRIM EXCESS BARE WIRE. 3, FILL PLUG TO BRIM WITH DS-300 SEALANT. 4. INVERT BODY AND INSERT PLUG INTO BODY UNTIL SNAPS TIGHT. 5, PUSH WIRES ALL TEH WAY INTO THE PLUG TO COMPLETELY SEAL ETH CRIMP SLEEVE. 6. BE CERTAIN SEALANT HAS FORMED INTO ALL HOLES IN BODY. NOTE: HEAT BRAND 'BV' ON LID IN 2" LETTERS NOTE: ------FINISHED GRADE IN TURF AREAS 6" INSTALL BALL VALVE IN SHARED VALVE BOX WHEREVER POSSIBLE (REFER TO DETAIL 'J' THIS SHEET) PLASTIC VALVE BOX 12" RECT. W/ LOCKABLE LID COLOR: GREEN FINISHED GRADE IN SHRUB AREAS .-----lli'-'-'i=Ff!-!4:R'---BALL VALVE, SEE LEGEND FOR SPECIFICATION __, __ PRESSURE SUPPLY LINE -.1::---1:=~a~=H~, ~!.,.J~~f,;N,~~Q::...~-U- 0 --;--l..l;=l.l-1=;;:tL--.,. DEPTH AS PER SPECS. m._,o-~ "'--------"~ SCH 80 PVC MALE ADAPTER t ~~~;J-~-BRICK SUPPORTS (4 REQ'D) ~-----BRASS UNION ~------BRASS NIPPLE ~--------LANDSCAPE FABRIC ~---------3/4" ROCK, 3 CUBIC FT. SECTION VIEW -N.T.S. 1. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. 2. BALL VALVES LOCATED IN ROADWAY SHALL BE INSTALLED IN CONCRETE VALVE BOX & COVER. NTS H PIPE INSTALLATION NTS G WIRE CONNECTORS NTS F BALL VALVE NTS Heat band 'FS' on lid Jumbo plastic valve box with 2'-6" extensions and locking cover m.,,111111 111 111 111 1 Waterproof connections -=:! ! != 1- Two (2) conductor, sheilded cable (AEF 9516-2SP) connection to transmitter Black Red .---1" in turf areas 2" in shrub areas Finish grade ',_ lle_~=H-,-,-,-_~=H-,-I ---Extension - - ~~±:t!m-:----Jumbo box Black I I 111- ...!.I I IWI I Data Industrial ---Flow sensor 11 1111 I I • -II== - -' ' ' Main line ---Flow --~,, ,, -........... . ..... ·,~,~,~,. ~,~, ,~ .............. .. ......... . Size or direction change at distance equal to SX pipe diameter from flow Size or direction change at distance equal to 10X pipe diameter from flow sensor ,,,,,,,,,~~-. -~~,,,,,,, ,, , ......................... ~ ... ,. .......................... .. ··········,~,,,~, ,~,.,~,•-•·······~, ,~ 10 X pipe dia. .. \ .. \ .. \" "\" ·,. \" 5 X pipe dia. .. .. • .• •. sensor (if required) +---~.'-.'-,,.~ .• ~.~.-. .,..."""·• .... ·'""•'""'·•~ .. ::~ ........ ,. ...... ,. ..... ,. ..... ,,,,,,~,~,~,~,~,~,~,~,~,~,~,,,,,~,~ 111 • 11 • ,111 • ,111 • ,111 • ,11 • ,111 • ,11 • ,111 • ,11 • • • ,11 • ,111 •,. •,. • ,111 • ------6" deep 3/4"pea gravel .,,,,,~,~,,,~,,,~,,,~,~,,,,,,,~ • ,11 • ,11 • 11 • ., • 11 • "" • .. • .. • .. • ~ • 11 • _,. •• 11 • 11 sump L FLOW SENSOR PREPARED BY: • DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714,641.1300 760.580.5165 714.641.1323 Facsimile 760,564,0369 facsimI1e NTS .,---STAINLESS STEEL ENCLOSURE SEE LEGEND FOR SPECIFICATION 1--i'-,------IRRIGATION CONTROLLER ,--GFI TYPE SWITCH W/ ON-OFF SWITCH TERMINAL STRIP AND CONTROL WIRES 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES ~-EPOXY SEALANT ~--CONCRETE PAD (28"x28"x8" 3,250 PSI OR 3 SACK MIX) PER MANUFACTURER'S SPECS. FINISH GRADE ..---3" PVC ELECTRICAL SWEEP FOR LOW VOLTAGE CONTROL WIRES "'W--------3" PVC ELECTRICAL SWEEP FOR 110 VOLT POWER WIRES T ---------3/4" X 96" COPPER GROUND ROD CONNECT AS PER MANUFACTURER VALVE BOX BACK OF SIDEWALK ,,------CURB FACE TREE PLAN VIEW -N.T.S. PLANTING AREA .•. ,.:.·: ;--... : : .. -.-._ .. -, ,' .. :· ,,. .-. ' ... ~~-... 'i_ ,:~···'. .-"· -. VALVE BOX BACK OF SIDEWALK ,,------CURB FACE TREE 30" ~ MAINLINE PER PLAN <,--+-------'> LINE SIZE BALL VALVE-{.------7 !~ I I I 1 --s-~ 1 REMOTE COITTROL VAL VE ~~;;.ST ~LL MULTIPLE VAL VE ASSEMBLY PER PLAN IN OVERSIZE CONCRETE VALVE BOX BY CHRISTY -MODEL# N-36 BOX SECTION VIEW -N.T.S. WITH# N-36R LID. NOTE: ALL VALVE BOX LOCATIONS AND LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT. K CONTROLLER AND ENCLOSURE NTS J VALVE MANIFOLD DIAGRAM NTS C-4842 DESIGNED: DRAWN: GV PC IRRIGATION DETAILS BALBOA BOULEVARD BEAUTIFICATION Ll.7 R-6036-S NO. DATE DESCRIPTIDN OF REVISIONS CHECKED: DA TE: GV SEPT 19, 2013 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 28 OF 38 REFER TO SHEET FOR LP.6 FOR PLANTING DETAILS AND NOTES REFER TO COVER SHEET FOR GENERAL NOTES CALTRANS,R.0.W. __ PLANT LEGEND TREES & PALM TREES SYMBOL Botanical Name COMMON NAME -------Cassia leptophylla GOLD MEDALLION TREE QUANTITY 18 SIZE COMMENTS 36" BOX Standard CAR TUM 1_00 WATER USE MEDIUM .3 189 0.C. / I \ I \ CAR TUM 65 TREE LOCATION NOTE: Dayl/ly 'C' 50 SPECIAL CARE TO BE TAKEN WHEN DIGGING TREE PITS. LOCATE ALL UTILITIES PRIOR TO DIGGING, ADJUSTMENTS MAY BE REQUIRED TO TREE LOCATIONS. cl \ \ \ ---s - ,,,,,, .... ~ ~ -o -------Cordyline austra/is 'Torbay Dazzler' "1111'' TORBAY DAZZER CORDYLINE 10 15 GAL. Standard LOW .3 SHRUBS , MAJESTIC BEAUTY MAGNOLIA ( \ \--......_ O --Magnolia grandiflora 'Majestic Beauty' 131 60 36" BOX Standard 36" BOX Standard MEDIUM .4 MEDIUM .3 = 0 ~)------Spathodea campanulata \ AFRICAN TULIP TREE "'-11 _/~ --------+---+--+--------1-------l LOW .3 --Phoenix dacty/ifera 'Medjoof MEDJOOL DATE PALM ~ ---Washingtonia Hybrid c.:..,tf' PALM TREE GROUND COVERS SYMBOL 1/;81• 1g1g1g1g·. ·.·.·.·.·.·.9.a:·-·.· ......... -:-::-::-:-;.;:: ~ I I Ill! f If If J f h II II 111111111111111 ABBREV. CAR TUM FES GLA Daylity 'A' Day/ily 'B' Daylily 'C' LIRMUS SEN SER HELSEM MUHPIN Botanical Name COMMON NAME QUANTITY Carex tumulicola 1325 Berkeley Sedge Festuca g/auca 'Azuril' 1085 AZURE BLUE FESCUE Hemeroca/fis 65 PINK PARFAIT Hemeroca/lis 935 RUSSIAN RHAPSODY Hemeroca/lis 1020 SUN TWIST Liriope muscari 'Silvery Sunproof VARIEGATED LILY TURF 730 Senecio serpens 440 BLUE CHALKSTICKS Helictotrichon sempervirens 1240 'Sapphire' BLUE OAT GRASS Muh/enbergia 'Pink Flamingo' 410 PINK FLAMINGO MUHL Y 22 11 SIZE 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 20' BTH MIN. 1 O" CALIPER 15' BTH MIN. 18" CALIPER LOW .3 WATER SPACING USE QUANTITY NOTES LOW 20 NOT SHOWN ON PLAN TRIANGLE SPACE TO BE PLACED BY 24"0C .3 LANDSCAPE ARCHITECT TRIANGLE SPACE MEDIUM 12" oc .3 TRIANGLE SPACE MEDIUM 18" oc .3 TRIANGLE SPACE MEDIUM 18" oc .3 TRIANGLE SPACE MEDIUM 18" oc .3 MEDIUM TRIANGLE SPACE .3 18" oc TRIANGLE SPACE LOW 30 NOT SHOWN ON PLAN .3 TO BE PLACED BY 18" oc LANDSCAPE ARCHITECT MEDIUM TRIANGLE SPACE .3 18" oc MEDIUM TRIANGLE SPACE .3 24"0C SYMBOL Botanical Name QUANTITY COMMON NAME SIZE COMMENTS @--Philodendron Xanadu' 53 1 GAL MUST BE AT LEAST CAN FULL TO WINTERBORN PHILODENDRON BE ACCEPTED Ell Diane/la tasmanica 'Variegata' 259 1 GAL MUST BE AT LEAST 3/4 CAN FULL VARIEGATED FLAX LILY TO BE ACCEPTED Alstroemeria x 'Little Eleanor' 95 MUST BE AT LEAST CAN FULL TO LITTLE ELEANOR PERUVIAN LILY 1 GAL BE ACCEPTED 0-Bougainvilla 'Moneth' 51 1 GAL MUST BE AT LEAST CAN FULL TO PURPLE QUEEN BOUGAINVILLA BE ACCEPTED ®--Cordyline 'Festival Grass' 125 1 GAL MUST BE AT LEAST 3/4 CAN FULL FESTIVAL CORDYLINE TO BE ACCEPTED Drimys lanceolata 103 1 GAL MUST BE AT LEAST CAN FULL TO MOUNTAIN PEPPER BE ACCEPTED Fatsia japonica 12 1 GAL MUST BE AT LEAST CAN FULL TO JAPANESE ARALIA BE ACCEPTED Furcraea foetida 'Mediopicla' 68 1 GAL MUST BE AT LEAST 3/4 CAN FULL VERIGATED BRAZILIAN ALOE TO BE ACCEPTED @ Liriope gigantea 527 1 GAL MUST BE AT LEAST CAN FULL TO GIANT LIL YTURF BE ACCEPTED @---Loropetalum chinense 'Monraz' 246 MUST BE AT LEAST CAN FULL TO RAZZLEBERRI FRINGE FLOWER 1 GAL BE ACCEPTED Melianthus major 14 1 GAL MUST BE AT LEAST CAN FULL TO HONEY BUSH BE ACCEPTED Agave celsil albicans 14 5GAL MUST BE AT LEAST 3/4 CAN FULL WHITE AGAVE TO BE ACCEPTED Agave vilmoriniana 9 5GAL MUST BE AT LEAST 3/4 CAN FULL OCTOPUS AGAVE TO BE ACCEPTED 0 Aloe rudukoppe 'Little Gem' 294 1 GAL MUST BE AT LEAST 3/4 CAN FULL LITTLE GEM AGAVE TO BE ACCEPTED @ Aeonium urbicum MUST BE AT LEAST CAN FULL TO AEONIUM SALAD BOWL 247 5GAL BE ACCEPTED Agave 'Blue Glow' 16 5GAL MUST BE AT LEAST 3/4 CAN FULL BLUE GLOW AGAVE TO BE ACCEPTED PREPARED BY: • DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 78060 Calle [slrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714,641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimI1e NO. ---- WATER USE LOW .2 MEDIUM .4 LOW .2 MEDIUM .4 MEDIUM .4 MEDIUM .4 MEDIUM .4 LOW .3 LOW .3 MEDIUM .4 MEDIUM .4 LOW ,2 LOW .2 LOW .2 LOW .2 LOW .2 12-5-14 DATE JACK IN THE BOX Dayfily 'C' 25 18"0.C. QUANTITY NOTES 20 NOT SHOWN ON PLAN TO BE PLACED BY LANDSCAPE ARCHITECT 30 NOT SHOWN ON PLAN TO BE PLACED BY LANDSCAPE ARCHITECT 20 NOT SHOWN ON PLAN TO BE PLACED BY LANDSCAPE ARCHITECT AS-BUILT PLAN DESCRIPTION OF REVISIONS VINES SYMBOL It,, l!,, 0 A TURF SYMBOL \ \ ....___-_:LTRANS R.i \ \ \ \ \ r./' I I \ \ \ \ \ \ \ \ -- 1/ \ --s :_ l'.I J HELSEM 95 I 1B'O.C. / J - -------- / ~HELSEM 18" O.C. • • I I I I I I I I I I I I I I I I I I I /: s: !l) r-+ ('") ::::,- r :::::s (D ~ en CD CD en ::,- CD CD r-+ r "U . N ALLEY AS-BUILT Botanical Name ""MM<1N NAME Passiffora jamesonii CORAL SEAS PASSION VINE Parthenosissus tricuspidats BOSTON IVY Thunbergia a/ala 'Sunny Lemon Star' YELLOW BLACK-EYED SUSAN VINE Solanum jasminoides POTATO VINE NAME QUANTITY SIZE COMMENTS MUST BE AT LEAST STAKE HIGH TO 25 5GAL BE ACCEPTED MUST BE AT LEAST STAKE HIGH TO 35 1 GAL BE ACCEPTED MUST BE AT LEAST STAKE HIGH TO 40 1 GAL BE ACCEPTED MUST BE AT LEAST STAKE HIGH TO 11 1 GAL BE ACCEPTED Scale: 1" = 20'-0" n.J 0 5' 10" 20" 40" WATER USE MEDIUM .4 LOW .3 LOW .3 LOW .3 CAR TUM------PLANT NAME PLANT----90 ABBREVIATION QUANTITY l-----1,._ __ _ 24" Q.C. PLANT SPACING WATER USE REPLACE DAMAGED SOD WITH 'WEST COASTER' FESCUE TURF FROM WEST COAST TURF. AMEND SOIL AS RECOMMENDED BY THE SOIL REPORT. PREPARE BASE AND INSTALL SOD AS RECOMMENDED BY THE GROWER. HIGH .9 DESIGNED: DRAWN: GV PC CHECKED: DA TE: GV SEPT 19, 2013 C-4842 PLANTING PLAN BALBOA BOULEVARD BEAUTIFICATION LP.1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 29 OF 38 --c; ■ ' ■ 43 STREET ONE-WAY ~ I y s CAR TUM 80 s CAR TUM 40 "t"""-' - HELSEM 95 UR MUS 45 w • - -·rn ' I I I I , ~ +- I I CAR TUM 30 24"0.C. ALLEY REFER TO SHEET FOR LP.1 FOR PLANTING LEGEND HELSEM 60 18"0.C. REFER TO SHEET FOR LP.6 FOR PLANTING DETAILS AND NOTES REFER TO COVER SHEET FOR GENERAL NOTES CAR TUM 50 ' C "' I - ,§) /. L <;!) / --__ ,;,,-/ _.. _.Sc§) ----c;,§) _. /~, c; s / Jt ,;:.'-en "'a "' -~ --? / --3: ,L' ___ ---~ " ' \ w- ==-----T I 1a·o.c. 45 STREET ONE-WAY ~ en en en en en en "v(tl ) I en 42 STREET ONE-WAY ~ CAR TUM 70 24"0.C. PREPARED BY: Daylily 'B' 105 18"0.C. Q CAR TUM 50 24•0.c. \\ lu. DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimI1e 1/.p{OH} / FESGLA 130 Dayfily 'B' 70 HELSEM 150 rn·o.c. c:: PAR TUM 75 en I r Jt b\-,------/~:==~~~I ~.------fr~ft---~~-,-----i~ w ' ,. Daylily 'B' BO \\--..... t LIRMUS 55 24"0.C. ' . ,---..,_ DayliJy 'B' 110 1s·o.c. en I I .,, I Is:: 0l le=; en I :::::,- wt I i .,, I ~ I en I re en I i I CD .., BALBOA BOULEVARD 'fl ~•· Ir en I ~ w Dayll1y 'C' 95 //--- "' I I l I I I { TREE LOCATION NOTE: SPECIAL CARE TO BE TAKEN WHEN DIGGING TREE PITS. LOCATE ALL UTILITIES PRIOR TO DIGGING, ADJUSTMENTS MAY BE REQUIRED TO TREE LOCATIONS. ;= I I .. 4 ........ . w ♦ DayliJy'B' 110 \\--..... ,---..,_ ~ m~---"'""""'""=~=~ /_./ J "' I I _J .:r---- I I ALLEY NO. DATE DESCRIPTION OF REVISIONS en '.I) 44 STREET ONE-WAY ~ &l f r 11' 'l.---'---.,,,, •. •i I, ~ I , en CAR TUM 70 24"0.C. MUHPIN 40 24"0.C. ......... "'-I ~,:,~. G w w SD LIRMUS ;1 BALBOA BOULEVARD 35 en en I 41 L STREET ONE-WAY ~ --.Y(Oli) " MUHPIN 65 \\---..._ \\-r---- I I ALLEY DESIGNED: DRAWN: GV PC CHECKED: DA TE: GV SEPT 19, 2013 /_./ Scale: 1" = 20'-0" n.J 0 5' 10' 20' 40' , I Scale: 1" =20'-0" n.J 0 5' 1CY PLANTING PLAN -I ·~ I en r \ ,; [ ,, I I en I I I ~3• STREET ONE-WAY ~ ■ C-4842 BALBOA BOULEVARD BEAUTIFICATION LP.2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 3Q OF 38 ■ MUHPIN I 45 24DO.C. I C I ----j I (/) MUHPIN 100 24"0.C. I I ,. I 'i"1 ~~ogo• 0 o~o~o~ -l (/) 'fl,-.0,--·"·--"•--"-, p~j'~-jl~~~IL....,.&~~~~P=-"" I 1-w----fw- MUHPIN 90 24"0.C. Daylily 'C' 110 - Q} I C ...J .c. .B ~I I I I I ~ 37 STREET ONE-WAY ~ I 1 ,. HELSEM 215 18"0.C. REFER TO SHEET FOR LP.1 FOR PLANTING LEGEND w // REFER TO SHEET FOR LP.6 FOR PLANTING DETAILS AND NOTES REFER TO COVER SHEET FOR GENERAL NOTES Dayiily 'C' 175 18"0.C. uJ I C 38TH STREET PARK -w V DayJily 'C' ---- ---95- 18" o.c. ~ f I I I (/) (/) (/) (/) 9 T ~}. (/) (/) ' 39 STREET ONE-WAY ~ w -w ---w--w Dayli/y '.A' 65 BALBOA BOULEVARD 18" o.c. ~~-~-g-~~~ ' MUHPJN 70 TREE LOCATION NOTE: 1/. SPECIAL CARE TO BE TAKEN WHEN DIGGING TREE PITS. LOCATE ALL UTILITIES PRIOR TO DIGGING, ADJUSTMENTS MAY BE REQUIRED TO TREE LOCATIONS. Vl +-w wl --~11fiooia--=1 - - 248 0.C. HELSEM 100 1a·o.c. LIRMUS +"' _J BALBOA BOULEVARD 1/. ' u.J I PREPARED BY: Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimI1e in I- I 36 STREET ONE-WAY ~ NO. HELSEM 180 18"0.C. DATE DESCRIPTION OF REVISIONS w L) w '•I w ., 38 STREET ONE-WAY ~ '-LIRMUS 40 \\-+-- fl SD + w L __ \ ~ \ ~ 1/. w , ... -w -w CAR TUM 40-- 24"0.C. ... . . HELSEM 185 18"0.C. Scale: 1" = 20'-0" n.J \ 0 5' 10' 20' DESIGNED: DRAWN: J_ 40' GV PC CHECKED: DA TE: GV SEPT 19, 2013 I I I I 38TH STREET PARK w w- "- LIRMUS r --55--- - - - 24HQ.C. CAR TUM -35- 24·o.c. ■ I I I Is: 1a (") :::r r I ::,- CD I ----0 I~ I~ lb I~ -, Ir CD 1~ -I I ::::,: en en :::r CD CD 1- 1 I -Scale: 1" = 20'-0" n.J 0 5• 10' 20· 40' V V If' f E ..t' t V I 35 STREET ONE-WAY ~ C-4842 PLANTING PLAN BALBOA BOULEVARD BEAUTIFICATION LP.3 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 31 OF 38 I I I .._ Q) ~I ~I ~I a51 Q) &51 ~I C/)1 ~I ~I Dayfily 'C' 110 CAR TUM 55 24no.c. Su w FESGLA 210 12"0.C. \ ri I I,;, I ;,: I ~l~-:o:¥==~V~(O~ll~)===,ff=='=e~=ff=~~~ .B Ctl ~I I ■ I I I -I Q) I Q) .c Cl) I en I .c I-I -.c _Cl I 0:: CAR TUM 50 24"0.C. I I,:. ALLEY ------ LIRMUS 15 -w 0 f 0 FES GlA 125 12HO.C. 0 0 Dsylily 'C' 140 18n0.C. 1 w 0 .._ I Q) -w w--w W -W· -W - 8: I =; I ~I U..:-I Q) 1 -T---C: --- _J ---;,: ---.c (.) ----Ctl i ~ 1-I \ I j I I I LJ -- I I 32 ALLEY STREET REFER TO SHEET FOR LP.1 FOR PLANTING LEGEND REFER TO SHEET FOR LP.6 FOR PLANTING DETAILS AND NOTES REFER TO COVER SHEET FOR GENERAL NOTES .n (/) ,.,.,. (/) 'fl (/) _, [ , .n CAR TUM ,:.~5c II 34 STREET ONE-WAY ~ w 11 I '¾ w CAR TUM 50 24"0.C. w II BALBOA BOULEVARD 0 -w ~ w-w w -"' "' • "' st • ..I. \ I ' ' 1 II • ,., t ~-__lLL..'...:~__j__~~~t ±:::;;-~~ ~ ~ FES GLA 210 12no.c. \\ \\-\ [', ,. -- // II -I ALLEY TREE LOCATION NOTE: SPECIAL CARE TO BE TAKEN WHEN DIGGING TREE PITS. LOCATE ALL UTILITIES PRIOR TO DIGGING, ADJUSTMENTS MAY BE REQUIRED TO TREE LOCATIONS. Daylily 'C' Daylily 'C' SEN SER 30 80 20 1ano_c_ 18"0.C + I ii Dayfily 'B' 75 w I w I LIRMUS 115 24"0.C. • BALBOA BOULEVARD LIRMUS I f 31 STREET PREPARED BY: 0 Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta. CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimI1e SEN SER 20 18"0.C. 90 18"0.C. ;,: I TV OH . ;o I I I I ALLEY NO. DATE DESCRIPTION OF REVISIONS 'fl CAR TUM 35 24ao.c . .n 1,/ CAR TUM 105 24°0.c. 33 STREET ONE-WAY ~ (/) (/) w -w Daylily 'C' 110 18"0.C. c:, c:, ... 0 ~ (/) 1/l _.,,. 1 TV(UI-C,,fl f .n I 30 STREET - ;,: w I I 1= ALLEY • , I I " I I l _w 1. 0 E w -- DESIGNED: DRAWN: GV PC CHECKED: DA TE: GV SEPT 19, 2013 w OH (/) (/) r j [ --(/) -- ;,: (/) ;o (/) -W· w w -w -w t- (/) ;,: j (/) ,/ '- \ ,1 Scale: 1" = 20'-0" n.J 0 5' 10' 20' 40' w -- E SEN SER 20 18"0.C. SEN SER 20 18"0.C. ~ ;; I I > ;,: I : I I ALLEY Scale: 1" = 20'-0" n.J 0 5' 10' 20' 40' PLANTING PLAN ' w 0 0 » '7 I I I I~ lff I~ -· lffi I I I G) - C-4842 BALBOA BOULEVARD BEAUTIFICATION LP.4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 32 OF 38 -_. I .c C) I 0:: ,.._ Q,) 3: 0 _J I ""'" w a.. I _J _. I Q,) Q,) I .c C/J I Q,) Q,) I C/J -I (9 - Q,) I C _J I .c u ...... rn I ~ I E r w w TV OIi ■ _.Q,) Q,)1 ---E .c . - - en I 1/) - (/J - w (/J (/J i r E (/J 29 STREET r -E- .c 1-w - ~ I .c C) I 0:: ,__ I Q,) §: I ~ I ~ I :i I Q,) C I _J .c I u _. rn I ~ I I I I - SEN SER 20 1a·o.c. CAR TUM 20 24" o.c. I ' I 3: I I I I I I l I I : I : • I ALLEY w w- • I I I- w-- ., REFER TO SHEET FOR LP.1 FOR PLANTING LEGEND W· w -E -r-- _LJ... ---- STREET REFER TO SHEET FOR LP.6 FOR PLANTING DETAILS AND NOTES REFER TO COVER SHEET FOR GENERAL NOTES CAR TUM 45 24"0.C. SEN SER 20 1a·o.c I fr -- t -w ;,: I I ALLEY w -T SEN SER 20 1s·o.c. FESGLA 170 12"0.C. w w w < -- -w --:i ~D --w - ' I (/J i (/J wr 1,/1 I I (/J SD BALBOA BOULEVARD I 5l ~ " E -"V(OH) --r- --, - LIRMUS 45 24"0.C. -so -E --- I ! I I I I I + I I I I I ALLEY PREPARED BY: lu. DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.D369 facsimile LJRMUS 50 (/J 28 STREET TREE LOCATION NOTE: SPECIAL CARE TO BE TAKEN WHEN DIGGING TREE PITS. LOCATE ALL UTILITIES PRIOR TO DIGGING, AOJUSTMENTS MAY BE REQUIRED TO TREE LOCATIONS. PARKING LOT E I ~I I l I I I I ~ I 25 STREET NO. 0 BALBOA BOULEVARD 0 DATE ------ SEN SER 20 1e·o.c. DESCRIPTION OF REVISIONS TV OH Day/ily 'B' 125 18"0.C. I I ;,: w ALLEY E SEN SER 20 18"0.C. Dsylify 'B' 125 18"'0.C. -- l E T w I I ALLEY ---IY -.. ---- Dayll/y 'B' 80 18"0.C. -----IY t;: w -w --- w- Scale: 1" = 20'-0" ii.J 0 5' 10' 20' Day/11y 'B' 55 18"0.C. --- F w E TV O A E E E ---- -w -w w -r-- - -·E i I'4,QH) I ~-I I I I 27 STREET 40' -------............. __ ____ -------It -------------"'r· ----------w._ ------ / ., it-. .._ ._ -w . ._ (/J I 24 STREET -------w --------------It .. ----- ------- ---------- ------ Scale: 1 • = 20'-0" ii.J 0 5' 10' 20' 40' PLANTING PLAN - ... ___ _ --- -- C-4842 BALBOA BOULEVARD BEAUTIFICATION LP.5 DESIGNED: DRAWN: GV PC CHECKED: DA TE: GV SEPT 19, 2013 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 33 OF 38 A 'A" . -............... CONTAINER/BOX SIZE WIDTH/DIAMETER DEPTH !! :::::::::::::~--{1A ... to/"')~ 1 GALLON 12INCHES 5GALLON 26INCHES 15GALLON 36INCHES 241NCHBOX 48INCHES a/I INCH BOX 54INCHES 36INCHBOX 66INCHES 48/NCHBOX 84/NCHES BOX TREES 12INCHES 22INCHES 24 INCHES 28INCHES 33INCHES #INCHES 60/NCHES ............... .. ............ . ............... PLAN VIEW PLAN VIEW CONTAINER PLANTS 1B @ -PLANT PIT TO BE SQUARE, SEE CHART BELOW FOR THE PLANT PIT DIMENSIONS. @ -PLANT PIT TO BE ROUND, SEE CHART BELOW FOR THE PLANT PIT DIMENSIONS. @)-ROOTBALL @) -ROOTBALL D PLANT PIT DIMENSIONS AND FERTILIZER SCHEDULE 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 latest 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 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, should be brought to the attention of the Engineer, or his 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 own expense. 4. Finish grade all planting areas to achieve a minimum 2% drainage and smooth and even condition, making sure that no water pockets or irregularities remain. Remove and dispose of all surface stones, roots, weeds, debris, foreign materials, clods, and rocks over (1) inch in diameter so that after conditioning and planting the grade is two inches (2") below adjacent hardscape except along curb cut areas. Contractor is to ensure smooth transition from existing to new grade. 5. All inspections herein specified shall be made by the ENGINEER, 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. Restoration of existing landscape areas shall be done to the satisfaction of the Engineer. 7. All plant material shall be subject to the inspection and approval of the ENGINEER, or his/her designated representative, before planting. All plant material 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 ENGINEER reserves the right to reject entire lots of plants represented by defective samples. All plant material shall have nursery tags when delivered to the site. 8. Tree staking is as indicated per Planting Details. 9. Final location of all plant material is subject to the approval of the ENGINEER prior to planting. 10. The Contractor is responsible for count verification and is to supply the quantities delineated GRAPHICALLY on plans. 11. Plant Maintenance shall begin immediately after final inspection and acceptance of the work by the ENGINEER, or his/her designated representative. Maintenance shall continue for a period of ninety (90) days. Maintenance shall be performed per the project specifications. 12. Supplemental hand watering may be required during the 90-day maintenance period to establish plant material. 13. Place wood chip mulch in all planted areas at a minimum depth of 2". Do not install mulch within 6" dia. of any plant material. Wood mulch to be "Forest Floor" 0-2" available from Aguinaga 877-0C-MULCH or aproved equal. Contractor to provide sample and seek approval from ENGINEER prior to installation. Refer to specifications. C 18" 2/3 (D) • > • + + + + + + + + + + + + + + + t=. EDGE OF SIDEWALK, CURB. PAVING DR WALL. • • • • LEGEND 0 PLANT MATERIAL © NOTUSED 0 FINISH GRADE D "D • r TYPICAL L~ D • • 0 ROTOTILL AMENDED SOIL TO A DEPTH OF 12" (SEE SPECIFICATIONS FOR QUANTITY AND TYPE OF SOIL AMENDMENTS) NOTE: LOCATE PLANTS SPACED EQUAL DISTANCE (DJ FROM EACH OTHER AS SHOWN. REFER TO THE PLANT LEGEND FOR DISTANCE (D). TRIANGULAR SPACING PLANTING DETAIL PREPARED BY: • DD<oo□<JODD Landscape Architects And Park Pfanners Corporate Office: Regional Office: 151 Kalmus Drive, Suite MB 7806D Calle Estrado Costa Mesa, CA 92626 La Quin ta, CA 92253 714.641.1300 760.580.5165 714.641.1323 Facsimile 760.564.0369 facsimile B NO. LEGEND 0 -1, 5, OR 15 GALLON SHRUB ©-MULCH PER GENERAL PLANTING NOTES 0-3 INCH WATER BASIN 0 -FINISH GRADE © -AMENDED SOIL FOR PLANTING - REFER TO SOILS REPORT ©-PLANT PIT EXCAVATION-SEE DETAIL F, THIS SHEET. 0-PLANTING TABLETS -SEE SPECIFICATION FOR QUANTITIY PER SHRUB ©-ROOT-BALL ©-NATIVE SOIL A,4-la=~-----1 5 - I I-T 06 ' ,-11 -+-I~ _ ____, I /9,'<t!-++-'-+----~7 -j!-,,,-,-,-~'(j I I I 'I 11 == == 1:+~-----8 '11=111=111=111=-,,_ REFER TO DETAIL D THIS SHEET ~------,0 LEGEND 0-V.I.T. CT-32 CINCH TIE (4) PER TREE 0-LODGE POLE PINE STAKE 3 INCH DIA BY 10 FEET LONG 0-MULCH PER GENERAL PLANTING NOTES ~ ©-TOP OF ROOT BALL TO BE FLUSH TO ,I. 12' .~ 12' .~ FINISH GRADE ©-3 INCH HIGH WATER BASIN SEE SPECIFICATIONS ©-FINISH GRADE 0-PLANTING TABLET -PLACE IN TOP 12" OF PLANTING HOLE. SEE SPECIFICATIONS FOR QUANTITY PER TREE ©-AMENDED SOIL FOR PLANTING- REFER TO SOILS REPORT 0-ROOTBALL PLAN NOTE: MINIMUM (2) TIES (TOP & BOTTOM) REQUIRED. USE THIRD TIE WHEN NECESSARY TO HOLD TREE IN UPRIGHT POSITION. TIES TOBE SECURED TO AVOID SLIPPAGE. WRAP STAKE, TO FORM FIGURE EIGHT. SCREW WITH (1) ®-NATIVE SUBGRADE GALV. SCREW THROUGH EACH TIE ®-THE CONTRACTOR SHALL INSTALL A INTO POLE. POLYETHYLENE LINEAR ROOT BARRIER FOR ALL TREES WITHIN MEDIANS AND IN TREE WELLS. ROOT BARRIERS SHALL HAVE A MIN. THICKNESS OF .08" AND SHALL BE 36" DEEP BY CENTURY PRODUCTS ANAHEIM, CA, (714) 632-7083 ROOT BARRIER SHALL BE MIN. LENGTH OF 15' IN MEDIANS FOR EVERY TREE ON EACH SIDE AND 5' IN TREE WELLS ON EACH SIDE. ~ ,.., ' -1 / T-111 ~ l '" I 11 ..::;.fl=~I Ii,.{ I 14111 ~111 111 111=if'-::=-I '1o" 111-111-111-\;::.J REFER TO DETAIL D. THIS SHEET SHRUB PLANTING DETAIL A TREE STAKING AND PLANTING DETAIL DATE DESCRIPTION OF REVISIONS FINISH GRADE 1-E---PALM TREE 4 INCH DIA. VERTICAL PERFORATED PIPE CONNECTED TO FLEXIBLE DRAIN PIPE AT BASE. CAPPIPEATSURFACE ANDWRAP IN FILTER FABRIC SET TOP OF ROOT BALL 1 INCH ABOVE FINISH GRADE CONSTRUCT 4 INCH HIGH WATERING BASIN :-"!ii!+---MEDIUM GRADE PLASTER SAND BACKFILL, WATER JETTED INTO HOLE FOR MAXIMUM STABILITY :I ti~~fE3'i'F=~t---4 INCH DIA. FLEXIBLE PERFORATED DRAIN SUB~:~~---,),►:::I I ==J PIPE ENCIRCLING BASE OF PLANTING PIT. 1 - --= I , WRAP PIPE WITH FILTER FABRIC AND E 1 2 X DIAMETER , CONNECT TO VERTICAL PIPE. OF ROOTBALL NOTES 1. ALL PALM TREE TO BE BOXED, UNLESS OTHERWISE NOTED ON PLANS OR APPROVED BY THE LANDSCAPE ARCHITECT. 2. THE CONTRACTOR SHALL PROVIDE AN AGRICULTURAL SUITABLIL TY REPORT FROM AN APPROVED SOILS AND PLANT LABORTORY PRIOR TO THE INSTALLATION OF PALMS. THE CONTRACTOR SHALL INSTALL PALMS FOLLOWING THE RECOMMENDATIONS OF THE REPORT. 3. IMMEDIATELY AFTER PLANTING, APPLY A SLOW-RELEASE FERTILIZER "OSMOCOTE" TO THE SURFACE OF THE PLANTING PIT. PALM TREE PLANTING DETAIL & NOTES DESIGNED: DRAWN: GV PC CHECKED: DA TE: GV SEPT 19, 2013 PALM TREE PLANTING NOTES 1. THE CONTRACTOR, ALONG WITH A CITY ENGINEER, SHALL INSPECT ALL PALMS AT THE NURSERY OR SUPPLIER PRIOR TO THEIR BEING DELIVERED TO THE JOB SITE. THE CONTRACTOR IS TO PROVIDE REPRESENTATIVE PHOTOGRAPHIC EVIDENCE OF THE PLANT MATERIAL. 2. THE LANDSCAPE ARCHITECT AND/OR THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY PALMS DELIVERED TO THE SITE THAT DOES NOT MEET THE DESIRED APPEARANCE AND SIZE SPECIFIED. 3. BALL & BURLAP (B&B) PALMS SUPPLIED FOR THIS PROJECT SHALL BE DUG WITH THE LARGEST ROOTBALL POSSIBLE TAKING INTO CONSIDERATION THE PROPOSED LOCATION. THE ROOTBALL SHALL BE DUG USING SHARP/CLEAN CUTS. 4. ROOTBALLS SHALL BE KEPT MOIST DURING TRANSPORT. 5. ALL PALMS SHALL BE PLANTED IMMEDIATELY UPON ARRIVAL TO THE JOB SITE. NEVER COVER THE ROOTBALLS WITH PLASTIC. 6. ADEQUATE SIZED NYLON SLINGS SHALL BE USED FOR RIGGING PALMS IN PREPARATION FOR LIFTING. DO NOT USE STEEL CABLES FOR TUGGING ON PALMS. EXTRA PRECAUTIONS SHALL BE TAKEN TO PREVENT DISFIGURATION OF THE TRUNK. 7. TIES THAT HOLD THE FRONDS CLUSTERS SHALL BE A SINGLE "ORGANIC' TYPE TWINE. AVOID USING TWINE THAT WILL REQUIRE CUTTING DURING THE MAINTENANCE PERIOD. 8. PRIOR TO THE INSTALLATION OF PALMS AND WHILE THE PALMS ARE LYING DOWN THE CONTRACTOR SHALL APPLY A FUNGICIDE TO THE CROWN OF EACH PALM TO PREVENT "PINK ROT". 9. EXTRA PRECAUTIONS SHALL BE TAKEN IF USING A CRANE FOR INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO THROUGHLY INSPECT THE SITE FOR ANY OVERHEAD ELECTRICAL WIRES AND BE FULLY AWARE OF ALL O.S.HA. RULES AND PROCEDURES INVOLVING CRANE OPERATION. 10. BACKFILLING SHALL OCCUR ONLY AFTER THE PALMS ARE SET STRAIGHT AND PLUMB. 11. UNDER NO CIRCUMSTANCES SHALL COURSE PLASTER SAND WITH EXCESSIVE SALT LEVELS BE USED FOR BACKFILL. 12. ALL PALMS SHALL BE PLANTED AT GRADE LEVEL. 13. FRON TIES SHALL REMAIN IN PLACE FOR A MINIMUM OF 60 DAYS TO PROTECT THE LEAVES FROM DRYING OUT OR DIRECT HEAT OF THE SUN. C-4842 PLANTING DETAILS AND NOTES BALBOA BOULEVARD BEAUTIFICATION LP.6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6036-S SHEET 34 OF 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38 R-6036-S C-4842 NO. 3883 GA R Y M . VASQ U E Z REG ISTER E D L A N DSCAPE A R C H I T E CT S T A TE OF C A L I F O R NIA San Bernardino, CA 92408 Phone: 909-890-3700 Fax: 909-890-3770 35 ELECTRICAL PLAN E.1 REFER TO COVER SHEET FOR GENERAL NOTES Scale: 1" = 20'-0" 40'10'20'0 5'NENLARGEMENT 'A' 'A''B' LOCATION MAP Scale: 1" = 20'-0" 40'10'20'0 5'NENLARGEMENT 'B' NOT TO SCALE WEST C O A S T H W Y BALBOA BLVD RIVE R A V E CHA N N E L P L 46 S T 45 S T 44 S T 43 S T 42 S T 41 S T 40 S T 39 S T 38 S T 37 S T 32 S T 33 S T 34 S T 35 S T 36 S T 31 S T 30 S T 29 S T 28 S T 27 S T NEWP O R T B L V D 26 S T 25 S T 24 S T 23 S T RIVE R A V E CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38 R-6036-S C-4842 NO. 3883 GA R Y M . VASQ U E Z REG ISTER E D L A N DSCAPE A R C H I T E CT S T A TE OF C A L I F O R NIA San Bernardino, CA 92408 Phone: 909-890-3700 Fax: 909-890-3770 36 ELECTRICAL PLAN E.2 REFER TO COVER SHEET FOR GENERAL NOTES 'C' LOCATION MAP Scale: 1" = 20'-0" 40'10'20'0 5'NENLARGEMENT 'C' NOT TO SCALE WEST C O A S T H W Y BALBOA BLVD RIVE R A V E CHA N N E L P L 46 S T 45 S T 44 S T 43 S T 42 S T 41 S T 40 S T 39 S T 38 S T 37 S T 32 S T 33 S T 34 S T 35 S T 36 S T 31 S T 30 S T 29 S T 28 S T 27 S T NEWP O R T B L V D 26 S T 25 S T 24 S T 23 S T RIVE R A V E CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38 R-6036-S C-4842 NO. 3883 GA R Y M . VASQ U E Z REG ISTER E D L A N DSCAPE A R C H I T E CT S T A TE OF C A L I F O R NIA San Bernardino, CA 92408 Phone: 909-890-3700 Fax: 909-890-3770 37 SINGLE LINE DIAGRAMS & NOTES E.3 REFER TO COVER SHEET FOR GENERAL NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 38 R-6036-S C-4842 NO. 3883 GA R Y M . VASQ U E Z REG ISTER E D L A N DSCAPE A R C H I T E CT S T A TE OF C A L I F O R NIA San Bernardino, CA 92408 Phone: 909-890-3700 Fax: 909-890-3770 38 ELECTRICAL SPECIFICATIONS E.4 REFER TO COVER SHEET FOR GENERAL NOTES