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Home My WebLink AboutR_7016_SAS-BUILT < t:' 15 ,,:h,-l '1-1 "' 171lil ST HST CITY OF COSTA MESA PROJECT LOCATION ~ ' ., ,, ' '';/( t ., •;g:r1~~~-~? hu • -s_H/ n -~ _...(, I nt1: 3c. ./ ·~~ ( ·\!! Jj I ( ~,v ~;,. \~r ' }! PUBLIC WORKS DEPARTMENT BALBOA BOULEVARD MEDIAN IMPROVEMENT PROJECT CONTRACT NO. 7629-2 PROJECT NO. 19R11 DATE: /tJ -I 5 -242/ GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 6. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION . 7. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 0-PROTECT IN PLACE (ITEM AS NOTED) 0-REMOVE EXISTING PCC CURB AND GUTTER 0-REMOVE EXISTING PARKING METER POST 0-REMOVE EXISTING CONCRETE MEDIAN AND REPLACE WITH PAYERS AND TREE GRATES. SEE HARDSCAPE PLANS FOR PAVER AND TREE GRATES LAYOUT. 0-CONSTRUCT TYPE A PCC CURB AND GUTTER PER CNS STD. DWG. NO. 182 (CF = 6" UNLESS OTHERWISE NOTED) G)-sAWCUT 0-REMOVE & RECONSTRUCT TOP OF CATCH BASIN PER CNS STD . DWG. NO. 300 AND MODIFIED PER DETAIL ON SHEET 10 VIClt'!;JITY MAP '--0-SEE HARDSCAPE PLANS FOR PROPOSED PAVED WALKWAY lo\_ REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET LIGHT PULL BOX NOi TO SCALE DATE: \V AT NEW LOCATION PER CNS STD. DWG. NO. 204. RESPLICE STREET LIGHT CONDUCTORS ACCORDINGLY. SYMBOL ~BBREVIATIONS ES M. HOULIHAN , P.E., DEPUTY PUBLIC WORKS DIRECTOR/ CITY ENGINEER 0-REMOVE 2' WIDE, UNLESS NOTED OTHERWISE, 12" DEEP EXIST. PAVEMENT AND BASE, AND REPLACE WITH FULL DEPTH AC (IN ADDIITTON TO GREENBOOK SECTION 1-3.2) @-INSTALL TYPE II SLURRY SEAL -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE @ SEWER CLEANOUT AC ASPHALT CONCRETE ® BLVD BOULEVARD SEWER MANHOLE CATV CABLE TV @ STORM DRAIN MANHOLE Cl CAST IRON It CENTERLINE tOI FIRE HYDRANT CNS CITY OF NElll'ORT BEACH CONST CONSTRUCTION Ill WATER METER C&G CURB AND GUTTER EXIST EXISTING ,., STREET LIGHT PULL BOX EG EDGE OF GUTTER FL FLOW LINE "" TRAFFIC SIGNAL PULL BOX G GAS ,:...--., STREET LIGHT GB GRADE BREAK GV GATE VALVE 0 WATER VALVE IRWD IRVINE RANCH WATER DISTRICT LT LEFT (-GUY 1'11RE MAX MAXIMUM MWD MESA WATER DISTRICT ,. SURVEY MONUMENT MH MANHOLE MJ MECHANICAL JOINT ~ SIGN MIN MINIMUM fRl VAULT VENT NTS NOT TO SCALE NO NUMBER e TREE OG ORIGINAL GROUND PROP PROPOSED "" IRRIGATION CONTROL VALVE PB PULL BOX RCP REINFORCED CONCRETE PIPE "" CABLE TV PULL BOX RET RETAINING 0 CORING LOCATION RT RIGHT R/W RIGHT OF WAY (0 ELECTRICAL MANHOLE SCH SCHEDULE s SEWER III ELECTRICAL PULL BOX sco SEWER CLEANOUT EXISTING CONSTRUCTION SMH SEWER MANHOLE ----SDMH STORM DRAIN MANHOLE ----RIGHT OF WAY SHT SHEET SL STREET LIGHT ---it---CENTERLINE SW SIDEWALK SCE SOUTHERN CALIFORNIA EDISON ----5----SEWER LINE T TELEPHONE -----W-···-WATER LINE TC TOP OF CURB VAR VARIES ---G---GAS LINE W/ 111TH --E--ELECTRICAL LINE --T TELEPHONE LINE -CATV-CABLEVISION LINE -t :/ 1 ~ I SHEETS 3, 11 , 16, 23, 31, 35 SHEETS 4, 11 , 16, 23, 31 /35 I PROJECT SITE SHEETS 5, 12, 17, 24, 32, 36 I EMERGENCY TELEPHONE NUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY !800) 624-8153 SOUTHERN CALIFORNIA EDISON COMPANY 800) 611-1911 800) 332-1321 CITY OF NElll'ORT BEACH UTILITIES DIVISION 949) 644-3011 ORANGE COUNTY SANITATION DISTRICT (714l 962-2411 TIME WARNER CABLE (714 542-6222 NIGHT (949) 644-3717 , SHEETS 6, 12, 17, 24, 32, 36 I SHEETS 7, 13, 18, 25, 33, 37 SHEETS 8, 13, 18, 25, 33, 37 SHEETS 9, 14, 19, 26, 34, 38 -...._ I SHEETS 10, 14, 19, 26, 34, 38 LOCATION MAP NOT TO SCALE / !lay Isle 0-ADJUST TO GRADE (ITEM AS NOTED) @-CLEAR AND GRUB EXISTING LANDSCAPING FOR NEW LANDSCAPING (';:;\_ REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET LIGHT PULL BOX ~ ADJUSTED TO GRADE PER CNB STD. DWG. NO. 204. IF IN THE LANDSCAPING AREA, LEAVE 6"-12" BUFFER AROUND PULL BOXES FOR FUTURE MAINTENANCE. C\_ REMOVE EXISTING STREET LIGHT POLE FOUNDATION. CONSTRUCT NEW STREET LIGHT POLE \'._:J FOUNDATION PER CNB STD. DWG. NO. 200-8. RELOCATE EXISTING STREET LIGHT POLE TO THE NEW FOUNDATION. RESPLICE STREET LIGHT CONDUCTORS ACCORDINGLY. @-REMOVE AND INSTALL NEW SEWER MANHOLE COVER TO GRADE PER OCSD STD. DWG. NO. S-505A, S-055, AND S-055A ON SHEET 2. ©-REMOVE SURVEY MONUMENT FRAME AND COVER AND INSTALL NEW FRAME AND COVER TO GRADE PER CNS STD. DWG. NO. 116. SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21-22 23 24 25 26 27-29 DESCRIPTION TITLE SHEET TYPICAL SECTIONS SHEET INDEX CIVIL PLANS (12TH STREET TO MEDINA WAY) PLAN AND PROFILE (12TH STREET -11TH STREET) PLAN AND PROFILE (11TH STREET -10TH STREET) PLAN AND PROFILE (10TH STREET -9TH STREET) PLAN AND PROFILE (9TH STREET -8TH STREET) PLAN AND PROFILE (8TH STREET -7TH STREET) PLAN AND PROFILE (7TH STREET -6TH STREET) PLAN AND PROFILE (6TH STREET -76' EAST OF ISLAND AVENUE) PLAN AND PROFILE (76' EAST OF ISLAND AVENUE -MEDINA WAY) TRAFFIC PLANS (12TH STREET TO MEDINA WAY) SIGNING AND STRIPING (12TH STREET -10TH STREET) SIGNING AND STRIPING (10TH STREET -8TH STREET) SIGNING AND STRIPING (8TH STREET -6TH STREET) SIGNING AND STRIPING (6TH STREET -MEDINA WAY) HARDSCAPE PLANS (12TH STREET TO MEDINA WAY) LANDSCAPE CONSTRUCTION NOTES AND LEGEND HARDSCAPE PLANS (12TH STREET -10TH STREET) HARDSCAPE PLANS (10TH STREET -8TH STREET) HARDSCAPE PLANS (8TH STREET -6TH STREET) HARDSCAPE PLANS (6TH STREET -MEDINA WAY) CONSTRUCTION DETAILS IRRIGATION PLANS (12TH STREET TO MEDINA WAY) IRRIGATION NOTES AND LEGEND IRRIGATION PLANS (12TH STREET -10TH STREET) IRRIGATION PLANS (10TH STREET -8TH STREET) IRRIGATION PLANS (8TH STREET -6TH STREET) IRRIGATION PLANS (6TH STREET -MEDINA WAY) IRRIGATION DETAILS PLANTING PLANS (12TH STREET TO MEDINA WAY) 30 PLANTING NOTES AND LEGEND 00 'i5 u C C ~ LL E Q. g ,;; 31 TREE PLANS (12TH STREET -10TH STREET) 32 TREE PLANS (10TH STREET -8TH STREET) •--------~ 33 TREE PLANS (8TH STREET -6TH STREET) I I :3 34 TREE PLANS (6TH STREET -MEDINA WAY) ~ 35 SHRUB PLANS (12TH STREET -10TH STREET) 3/15/23 6j 36 SHRUB PLANS (10TH STREET -8TH STREET) •----------v 37 SHRUB PLANS (8TH STREET -6TH STREET) :;:, 38 SHRUB PLANS (6TH STREET -MEDINA WAY) ~ 39-40 PLANTING DETAILS C-7629-2 2 l----------------------..--------------------------------------,-----------------------.-----------------.----------,------------'-,-----------.--------------------------------1~ APPROVAL RECOMMENDED: .c TITLE SHEET ~ BASIS OF BEARINGS:sEARINGS SHOWN HEREON ARE BASED ON THE MONUMENTED LINE OF WEST BALBOA BL VD. BEING NORTH 72" 33' 57" WEST, AS SHOWN ON RECORD OF SURVEY 2007-1117, FILED IN BOOK 221, 39-40 OF RECORDS OF SURVEY, RECORDS OF ORANGE COUNTY, CALIFORNIA. PREPARED BY: REVIEWED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG ~ ~ ~ u~ i ,.CIVIL WORKS MARIE MARSTON, RCE 38798 ;.::-,~, M:R~ ivtJl(()J[~ J SINACORI, P.E. BALBOA BLVD MEDIAN IMPROVEMENTS ~ BENCHMARK: ORANGE COUNTY BENCH MARK 1E-123-14, ELEVATION=7.217 NAVD88 (FT) ENGINEER s CONSULTING ENGINEER'S NAME DEPUTY PUBLIC WORKS DIRECTOR DIRECTOR T CITY ENGINEER "' ~11~~;-~~R o~E;'~~E~o~o;iW:soTu~~R~~~ ~~N~H~_A~~ Tg~csf;~MPEioNUMENT ~~~~ "M'::I. ~'..'~1~2~""' r-, i-DE_s_1G_N_ED_, ___ R.c.c..::.,_D-RA_WN_: ---M-s--1 MUNICIPAL OPERATIONS UTILITIES DEPARTMENT 1-----C-IT_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H ___ .,..._R ___ 7_0_1_6_-S_--I ~ 1s LocATED ALONG THE NORTH s1DE oF w. sALsoA sLVD .. 29• WEST oF THE 1"4196 .. 9060 cHEcKED, DATE, DATE, rO· (,_' t-l DATE, /N·/ Z -t I DATE, 1 0 • 1 > • -z. 1 Pu Bue woRKs DEPARTMENT 1-sH_E_E_T _1_o_F_4_0--15, C L OF 13TH ST. @ ADDRESS 1300. MONUMENT IS LEVEL WITH THE SIDEWALK . MM 10/8/21 L..----------------------'--------....:.==--'-''-"-'....;;."-;;...;.===-==-=====..;;:=::....;=;...;.=-===;.;;....-..L. ____________________ ...... _______ ..J.. ____ '-'----''-----------'----------..L.----------L---------------------'---------'- R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS TYPICAL SECTIONS BALBOA BOULEVARD FROM 12TH STREET TO MEDINA WAY NOT TO SCALE BALBOA BLVD MEDIAN IMPROVEMENTS FROM STA. 100+39.47 TO STA. 134+67.86 (EXCEPT STA 131+66.62 TO 132+08.88) BALBOA BOULEVARD FROM ISLAND AVENUE TO 40' EAST OF ISLAND AVENUE NOT TO SCALE FROM STA. 131+66.62 TO STA. 132+08.08 CONSTRUCTION NOTES: 2 SPECIAL NOTE: AS-BUILT t >-_, ~ i!: a:: 0 2: tii ~ 5.0' I I I - t >-~ i!: a:: 0 2: 1--!!! ~ 5.D' I I I r (di 1--~ 8 5D' 5D' 3D' 2D' 45.D' 45.D' 42.5' 42.5' I 5. 1' PROP MEDIAN WIDTH 2.5' 2.5' 14' 12.5' 12.5' 1i· 8' TRAVEL TRAVEL 8' B' TRAVEL TRA EL a· PARKING LANE LANE PARKING PARKING LANE 1' PARKING ~ ~ t VAR I 3.6' TO 3.9' EXIST MEDIAN WIDTH I I/AO 11 ,:• Tl) 0.7' VAR D.5' TO 0. 7' DISTANCE BETWEEN EXIST DISTANCE BETWEEN EXIST I AND PROP MEDIAN CURB FACE AND PROP MEDIAN CURB FACE 10 10 EXIST SLOPE EXIST SLOPE 2' 2' ~ EXIST SLOP£ EXIST LOP C&G (di tii 2: 0 (.J 5D' 50' 3D' 20· 45.D' 44.5' 42.5' 42.D' 5. J' PROP MEDIAN WIDTH 2.5' 2.5' I VAR 't t:' T(") 't l'.l' ,XIST MEDIAN WIDTH 14' 12.5' 12.5' 13 5' 8' TRAVEL TRAVEL 8' 8' TRAVEL TRAVEL B' PARKING LANE LANE PARKING PARKING LANE 1' PARKING ~ ~ t I I/AO n ,; • TO 0.7' VAR D.5' TO 0. 7' DISTANCE BETWEEN EXIST DISTANCE BETWEEN EXIST 1D AND PROP MEDIAN CURB FACE AND PROP MEDIAN CURB FACE 1D -r:-~£x~1s~T::==SL~O::~~£~.____;£:::x:::1s=:T:::s=L=oPgE~_2_· -=-ll llilJFI ::lc:inJJ_I _2_• ~£~x~1s~T==S=L=OP;;::£;;..--=£=x1=sT~f~~o~P~f:---L-.,._ L --~ L ____ ~ --~PCC 1PCd C&G SW 5.D' I I I 5.5' I I 1 MANHOLE FRAME FILL GAP Willi CONCRETE MORTAR ftS REQUIRED CONCRETE GRADE RING SEE DETAIL 'Ii' ~ ___ _ ( \ I I I 3" DETAIL "A" MANHOLE COVER ~ BEAD OF SIKAFLEX 1A SIKA-449/203 PRIMER AMEAON AMER-PLATE, PVC MANHOLE TOPPER MANHOLE COVER MANHOLE FRAME AMERON AMER-PLATE, ~\'F,~=• t• =I-~ ======r======= PVC MANHOLE TOPPER .--,, .r-, PVC LINEA 1' WIDE PVC WELD STRIP NEW MANHOLE PVC LINER DETAIL NOTES: 1. MAKE FINAL ADJUSTMENTS ATTHE MORTAR JOINT BETWEEN THE FlRST AND SECOND GRADE RINGS. SET FLUSH WITH PAVEMENT TO ONE-EIGHTH INCH HIGH. 2. ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED ON LINEA, AND TEST LINEA FOR PINHOLES AND "PROBE TEST' FOR WEAK WELDS AS APPROVED BYTHE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES. 3. BACKFILL FLUSH Willi SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED GOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK SETTING CONCRETE FOR COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR. 4. FILL AREA ABOVE BELOW-GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC. 5. WHERE ODOR CONDlllONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. 1 EDAC NO. APPROVED 17 DATE ORANGE COUNlY SANITATION DISTRICT ORANG UNTY CALIFORNIA 2Q PVC LINER INSTALLATION EXISTING MANHOLE ADJUST TO GRADE NO SCALE STANDARD DWG. S-050A 0-PROTECT IN PLACE 0-REMOVE EXISTING PCC CURB AND GUTTER ©-REMOVE EXISTING CONCRETE MEDIAN AND REPLACE WITH PAVERS AND TREE GRATES. SEE HARDSCAPE PLANS FOR PAVER AND TREE GRATES LAYOUT. 0-CONSTRUCT TYPE A PCC CURB AND GUTTER PER CNB STD. DWG. NO. 182 (CF = 6" UNLESS OTHERWISE NOTED) G)-sAWCUT 0-REMOVE 2' WIDE, UNLESS NOTED OTHERWISE, 12" DEEP EXIST. PAVEMENT AND BASE, AND REPLACE WITH FULL DEPTH AC @-INSTALL TYPE II SLURRY SEAL CONCRETE PAVEMENT MAY BE ENCOUNTERED UNDERNEATH THE EXISTING AC PAVEMENT. ALTERNATE: CONCRETE COLLAR TO \ 12' GRADE (BLACK MIX) \1:7 12' MIN #4@ 6" HORIZONTAL #4@ 12' VERTICAL MORTAR JOINTS, TYP NEW OR EXISllNG CONE PVC WELD STRIP FOR GRADE RING AND CONE FOR PVC LINEA REPAIR (TYP.) NOTES: CROSS SECTION MANHOLE FRAME AND COVER PER S-053 OR S-054 3" HOT MIX ASPHALT I 12'' MIN 24'MAX #4 @ 6' CIRCULAR #4 @ 12" RADIAL CONCRETE COLLAR 1. NEATLY REMOVE PAVEMENT AND AGGREGATE BASE AS NECESSARY TO MAKE ADJUSTMENT. 2. MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS. SET FLUSH WITH PAVEMENT TO 1/8" HIGH. 3. AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED LINER, AND TEST LINER FOR PINHOLES AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECllONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24'. 4. BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED BY GOVERNING AGENCY WITH 3250 PSI (CLASS BJ QUICK-SETTING CONCRETE TO FOAM COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR. 5. FILL AREA ABOVE BELOW-GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC. 6. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLIES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. O--+---_._ _ __.ORANGE COUNlY SANITATION DISmlCT ORANG UNTY CALIFORNIA 1 EDAC IJWf.'017 NO. APPROVED DATE MANHOLE ADJUSTMENT TO GRADE NO SCALE STANDARD DWG. S-055 MANHOLE FRAME 'ILL GAP WITH CONCRETE MORTAR ftS REQU IRED CONCRETE GRAOE RING ~---""1 <i SEE DETAIL "A" ~---- DETAIL "A" ( \ I I I \ / I MANHOLE COVER SAWCUT El(JST CONCRETE 1.5' ____..-BEAD OF SIKAFLEX 1 A SIKA-449/203 PRIMER AMERON AMER-PLATE, PVC MANHOLE TOPPER NON PVC-LINED OR CORRODED CONCRETE GRADE RINGS MANHOLE COVER MANHOLE FRAME _ __,___ 1 ---------------- IMPROPERLY TERMINATED PVC LINER AT TOP OF MANHOLE NOTES: 0 ' EXISTING PVC LINER A CLEAN EXISTING PVC LINER WITH 4()9 AND BUFF SURFACE, WELD NEW PVC MANHOLE TOPPER ONTO EXISTING PVC LINER WITH 1' PVC WELD STRIP EXISTING MANHOLE PVC LINER DETAIL TRIM EXISTING PVC LINER TO SOUND CONCRETE 1. AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED ON LINER, ANO TEST LINEA FOR PINHOLES AND 'PROBE TEST' FOR WEAK WELDS ftS APPROVED BY lliE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF lliE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES. 2. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEALIF EXISTING MANHOLE COVER WAS SEALED. O--+---_._ _ __.ORANGE COUNlY SANITATION DISTRICT ORANG LINTY CALIFORNIA 1 EDAC IJWf.'017 NO. APPROVED DATE I PVC LINER REPAIR EXISTING MANHOLE 3/15/23 I NOSCAI..E STANDARD DWG. S-055A E 0 (0 N 0 u \!; f-/ u, ~ =, .D I u, <( / u, G) ,:;;;;;::;::;::--;;;:;:---------------,RREF'Vl;iiEWEFWi=rDi'.°-.-------T--r----.---------------------,---,.;;:;:;;:;;;::;:;-------,---------------------------------J '::,0-PREP ARED 8 Y: REVIEWED: u ~ ~t---+-----+--------------1------1 / 0 N <D 0 ENGINEERS MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: PATRICIA S. CARPENTER, PE ASSOCIATE Cl"4L ENGINEER n / u, t-------------------------,----------1-;--; ~:;,;:;:~__;R~Ct-::::=--.;!M::::Si--+-----1-------------------.J..--_J DATE ___ 1.:..:0.!.../.:..:11--'---/2::.;1___ -~ CHECKED: DATE: 1---------lo:: ,.._ _______________________________________________________ L _________________ _,l_ ___ JM~M!L_..J.!10~8[;,2~1L.::N:.::O:... L-.::D::A_::TE:.._...l~DE:::S::::CR_:::IP:_:TI_::0:N_:O~F_:R:'.E:.:"4~S~IO:NS:_ _________ _Jl,'.A'.'.:P:'.:PR~O~VE:'.D:1.. _________ L ____________________ ~sH~E=E~T-_:o~F:__J;:;- R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN AND PROFILE C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 100+00 TO STA. 104+50 BALBOA BLVD MEDIAN IMPROVEMENTS MA T C H L I N E S T A 1 0 4 + 5 0 - S E E S H E E T 4 3 MA T C H L I N E S T A 1 0 4 + 5 0 - S E E S H E E T 4 (12TH STREET - 11TH STREET) AS-BUILT CONSTRUCTION NOTES: A A MID-BLOCK BULBOUT DETAIL (TYP) PLAN SECTION A-A LEGEND _, 10 -~~ -I 5 -, 10 _, 5 - -- 100+00 1-w w 0::: I- C/) ~I N ...... -- ....I r---u.. ....I v 9 u.. - i>J LO ci LO I') + r---0 + r---0 0 --0 -----------0~ --- ....I r---u.. ....I ,t "" Ol Ol 0 I') I') ci N + r----'t r..: 0 ----------"!'."" 0 --Q.4S11; -- 101 +00 ,-----T----~--r--·--· I I I I I I EiXIST. GROUND l....1 @ 4.5' Lt 0 u.. 0 ci I') N LO + r--- 0 ---G.24~ -, PROP. MEDIAN J / LEFT FL ' 0 0 ,- EXIST. GROUND 2 I') 0 -4s5'-Ri=-10 --a.~ - PROP. MEDIAN 11 ~-1 GHT-f:' - ....I ....I ....I ....I <D LL CO LL CO LL ....J _J _J LC} lJ... . -! I"')' -rr,· -(El bL-iJ)· ti.n' ~· 00 "CX) "LO I"') 0 LO 'W co o 0 o 0 ac-JN ·co ·oollJo 0 • ..-----N. ml"')a::,COooN. j-r---+r---+r---N •N .N .+r---o .C: · -<>1 -N :___± '° ± '° ± !Q_N 6 ooNONNO 0 --0 0 -Ol -0 ----<D -........ /2~ --+ r---~ -~ ~ 0 ---frc2+% --6.N' ---Cr.43%--~ - 14' BULBq UT ANG bl>--~QI :i:- 8.19' LOCAi!. DEPRESSION CURB INL T n j_l ,r JL ....J _J _J _J "l ~· ~, l:a:: <0 ~ LO f:t LO f:t-~· co N -...... ·m1"1 o LO ·o ~ a,0a,Ococ'1W "N "Na::,O> ,..----+N 'Nr-,.l"')r-,.COr-,.N, <O ;:t <O ~ <O +-«i-~ cd-~ cd it <O N 0 ooNONNO ---0 0 ----/ " ~ -G;-19% -, -e-.44%---f- -0. 9%J ,-4•-Bn aroo , ANGLE POI TS 102+00 -LOCA! 8.19' DEPRESSION '-...__ CURB INL tr ~ ,, ·ri· ,, JL I I I I I I EXIST R/W I EXIST CP I ------~ -"'-_____ _, __ .,__+---,~r--L......,.._ ________ ~,, ....I Q 0 u.. -. <D 0 0 N LO 0 + ± r---"'· iS ----e.+8%---e.-H!~ r ·2"--ReP-S.:, ,,I ti, ,, • -....I Q 0 LO 0 LO LO -+ co + r---I') c<r 0 ---8.-3-3% -1·2"--ReP-si:r ,, 1J ii • 103+00 ....I u.. LO I') r--- - C: <D I') r--- - ....I r---u.. -0 .:.f 0 + r---v ---{):18% -- ....I r---u.. --o · LO 0 + r---v 0 -----0..J~ ---- -------------- SCALE: 104+00 HORIZ: VERT: I I 1 "=20' 1"=2' ~I 0::: I I-~ ~ ~ -----------~---....--~---•---------~~_,_L__,____ @ ~ ...... 11 ...... : 101- a]- : 101- ~ a]- 0-PROTECT IN PLACE (ITEM AS NOTED) 0-REMOVE EXISTING PCC CURB AND GUTTER 0-REMOVE EXISTING PARKING METER POST 0-REMOVE EXISTING CONCRETE MEDIAN AND REPLACE WITH PAVERS AND TREE GRATES. SEE HARDSCAPE PLANS FOR PAVER AND TREE GRATES LAYOUT. 0-CONSTRUCT TYPE A PCC CURB AND GUTTER PER CNB STD. DWG. NO. 182 (CF = 6" UNLESS OTHERWISE NOTED) 0--SAWCUT ©-REMOVE & RECONSTRUCT TOP OF CATCH BASIN PER CNB STD. DWG. NO. 300 AND MODIFIED PER DETAIL ON SHEET 10 0-SEE HARDSCAPE PLANS FOR PROPOSED PAVED WALKWAY 0-REMOVE 2' WIDE, UNLESS NOTED OTHERWISE, 12" DEEP EXIST. PAVEMENT AND BASE, AND REPLACE WITH FULL DEPTH AC @-INSTALL TYPE II SLURRY SEAL @-ADJUST TO GRADE (ITEM AS NOTED) @-CLEAR AND GRUB EXISTING LANDSCAPING FOR NEW LANDSCAPING Q\._ REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET ~ LIGHT PULL BOX ADJUSTED TO GRADE PER CNB STD. DWG. NO. 204. IF IN THE LANDSCAPING AREA, LEAVE 6"-12" BUFFER AROUND PULL BOXES FOR FUTURE MAINTENANCE. PE II SLURRY SEAL COLD PLANED & 2" AC OVERLAY (BY OTHERS) NOTE: SEE SHEETS 16-19 FOR LOCATION OF TREE GRATES It_ 9' I 4' I I i-I _S=E=E--'LA"-"-"N DC.CC~FCAP-"-"-E--'P-"LA--'N'-----11 I 4. 2' ~--'----4-• ------''-----Lt--t--L -_ -_ -_ -_ -_ -_ -_ --9~•=•==========::_,:;;'f------''----4-• __ .,_. I I I '5' !, ~PROP.TC I I ,, ', ,, PROP. EG ',, SEE LAND CAPE PLAN NTS w a. ::, N L LL n N '.._ m N '.._ n 0 ---· ·-· r --·---·r -· --r-·-·--T--,---; --- - -~--=---=--..,. .... ...... ... 1 ----- -I i 1·7 I I I XIST CFI I I I I I I I I I I I I I I I I I I I XIST R/WI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3/15/23 I 9 1p 2p SCALE: 1 "=20' 4p C 0 o_ / u, ~ ::, .D I u, <( / u, G) ~ .---------------------.----------,---,-..------.---------------------.-------,-R-EVI-EVIE--D:--------.-------------------------------18 PREPARED BY: REVIEWED: &. 3/15/23 RECORD DRAWING ,.. ENGINEERS ~~ MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: PATRICIA S. CARPENTER, PE ASSOCIATE CIVIL ENGINEER RC MS CHECKED: DATE: """t..,,.,-,:=--...;;;.;'1----1-----1-----------------4-----1 DATE 10/11/21 NO. DATE DESCRIPTION OF REVISIONS APPROVED / 0 N <D 0 n / u, ~ 1----------------------.----------lu -~ 0 1----------10:: SHEET OF / -------------------------------------------------------------------------------~--~---~----------------------------------------------------------------0 MM 10 8 21 R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN AND PROFILE C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 104+50 TO STA. 108+85 BALBOA BLVD MEDIAN IMPROVEMENTS 4 MA T C H L I N E S T A 1 0 4 + 5 0 - S E E S H E E T 3 MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 5 MA T C H L I N E S T A 1 0 4 + 5 0 - S E E S H E E T 3 MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 5 (11TH STREET - 10TH STREET) AS-BUILT CONSTRUCTION NOTES: LEGEND 1-------------+------------t-------------+------------t------------<0--cii:=tl-<0-----=i.:r---~---,-,,~l-~c,,,au.al---------j------------+--------------j------..,-G:---,-----...J--...J-...----t~------------+------------j ....J ....J .. V O') CX) .... o' IO a.. U) I,() LL Ii) LL n IOLL ....J ...JC.OU.. a,C'>,....<D wl'-r--,.r"'-: :C "l'"--<0 ..-• -[•IJ[}---------:1:------~~§1; <O C.. <O C.. ...-, __ -+--------------tt-------------+--------------;:,t <O lO =--~--'-------------,-+-----------+------------+---------i<iN~a,-a;i "'-~l•-CJ--------------1-----i 1 Q 1-o "1-Cl' <0'"' -f'r'-'fr'-,,, ,,,-...J . "1 "1 ,., l IX) C't! c:i COO st '°o CO N ....J CO C.C <O <D O LL ....J ....J + r--, t"'l • I""') • + r-,. +r--oo.co.+r---....J OLL 00 00 0 OLL OLL 00 +r---+r-,..co ~ + r--+ r--~ o c.. 0 ~ ~ ~ ~ _. ~ EXIST. GROUND o o o ro ro o ~ ~ o .-~ CX) , -o· ~ · N ..-0 0 ..... l------------------<;>l-~-t--,j,. -G t---+------------=s.-la=------------c::;I!l:!----------+-l-l---+-+-----Ol ""-+---.@_-4-,5-H·-1----a,--co-----+-~--~ 1--1-+--------..... a a ..... o..... oll1 , +r---+r--o ~ ~ ..,...-+r--' I "' +r---....__ I / "'-/ ;t,t--8 ~ :; :g ---.._ / l __________ Jt-::..=~-=-=-=-=-.:~1=-] __ -.:_-:.:_-:::_-~t--~--=~--=~--=e-:;_.2B~--=%--~--=~--=;_-=;--=~--=~-~=-=-e-:•t~:~-=:~-=:~-=:~-=:tl:~-- 28 ~~:%-~--=:=-=:=~:=~:=_~:1::~:=~:=~:=~:-e=~,..,_'.i: 8 :%~.-~-~-:-=-~-~-:-::J~t:===cr.2~:-:8%:::~::1:=~-~=:·c:·:8%=~:=~~:·~:=tr--=~--=~:=~:==tF.l=:·c:·:8%~:=~-==~-==~:=~~-=;,,~=lr-==~-~~=~/~-==~-==~-"':0:'=-· 1=-8 =-%=--~=--~~-~:=:-r-::=::!°"~- 1!8 ~%:~:==t-t=:•1-,,---11---------' 20,6' Bl:Jl::B0l:ff . ~,69' I:: -lGAlc QEPRESSl0N _j -1---+-------- -i-6.31' LOCAL DEPRESSION ANGLE POINTS PROP. MED AN } CURB INLET ,, 1---------------------1-/.\-l~---+-----------+------------+-----------+------------+----------'L=E::.FT..:+F-'L=-------------+---------l·~l----+-------- I J '-CUR3 INLET :J I l \} -•[]50---------f--------jJ[t-----+-----------+------------+-----------+-----------rlB"-RGP--S~IJ-. -------1------------+--------'='"'----l-------- r\ ! I I 1) --+------ja::J- t--------------------------1-------------+------------1------------<0-c.C..=>!-<O-c=C..r---N;-:;;~I-N:-,;,au.al---------j------------+--------------j------...J------+--------t------t---------t 'V V O O 10 LL ....J _J ,,q-"';' ....J .....J ..-C\I "U1 'U1 a.. co U1LLU1LLl"")-U1LL .....J .....JCCLL m...._..-...._ co"o" -r-o·~ _ [I[}----------jl----~-§li <O LL <O LL 'V -.;I-I -U1 I -(0 • " ..... c-..i ,,.., ~ ..,.., "'": ..,.., ai .... r:rn7 -, 10 "1-a,· · --I..--+---------------11-------------+-----------±--II,-;--Frs:-~,"'i'-t"<=------,;------------+------------;--------;,;·•·•-.i--•~•-a:i-P,-·W·r---------1-----+----LlQj-~ ~ c:i ~ ~ ~ ~ N .....J .....J iI, <0 «> <0 0 G: oG: ·+r--:n"'1n"'1'+r--. +r--CXl • CXl • +r--Ou. Ou. 0 O O O O O CXl +r--+r--00 'Id-+ I"'--+ I"'--'Id-0 ON A---~+-+-~-+----+--+-------<llui ~ o· CO O CO CO O l------------------<~;,1-~~-~-~1---+----------~0·I<'-J-------------<0;,I"'-E-XIS'f-c-6R01:JN1:, + i-..:c+--------------,"' ~ ~ ~1--~1-+-------------+--------1 1--------------------"'-'-:,..._ -/ i ~ ~ C.: @ 4.5' :l , I \ ~ ~ t------------/ ' -~ -::_ -e.+9~ --Octl:I?& ':::e--e=--c-~0l=e:-1~ -~e,-1-S~%---+--+--~-~,Gc22,=.=-=-=-::=-::'=+_----------:0:-.22::-::c%::::-+ __ -------I--:: ·l-v -~---11----------11----+------------i ~ -,-&.44%-/ R0P. MEDIAN .. 0.6~BtJtBOtJT u.69' t -JC:At DE:l"RE:SSl0N~ ~ l.o=--t--------•----11--------j RIGHT FL J ANGLE POINTS -¥.-----1 CURB INLET _.-f\ IA -i-6.31 ' LOCAL DEPRESSION '1"~,---+-------------1------------+------------+-----------+------------+-----------+---------jl r2\ 1-----------------------!+p-. 11----+--------t----+-------'F-' 11 "-CURI INLET iJ 11 I I I: 11 -•050---------+--------l& r -B"-RG~!)L).. -------l------------+---------'-'HLJ._ __ l------------+----1a::J- '1 SCALE: 104+00 105+00 106+00 I-w I I w I I 0::: I I I-I I 1(/) I I I I I E__ I I I I I _lEXIST R/W1 I I EXIST CF I I 11 _ _Je§~ ---------J_ I 0 ! I I 1) 107+00 108+00 ® J HORIZ: 1 "=20' VERT: 1 "=2' I-w w 0::: I- Cl) I I-0 ..... 109+00 '° i {1--1,-------•,------~---------.-----·-----'---i'f-----------;-------,,-"-------'<---,--+-,I-___ __::::_ _ _,..---------------71 -·-----.--------;----~=-o==;i IEXIST CF I I E*IST R/W I I I I I I I I I I I I PREPARED BY: REVIEWED: £ 3/15/23 RECORD DRAWING ~~-------------- REVIEWED: 0-PROTECT IN PLACE (ITEM AS NOTED) 0-REMOVE EXISTING PCC CURB AND GUTTER 0-REMOVE EXISTING PARKING METER POST 0-REMOVE EXISTING CONCRETE MEDIAN AND REPLACE WITH PAYERS AND TREE GRATES. SEE HARDSCAPE PLANS FOR PAVER AND TREE GRATES LAYOUT. 0-CONSTRUCT TYPE A PCC CURB AND GUTTER PER CNB STD. DWG. NO. 182 (CF = 6" UNLESS OTHERWISE NOTED) 0-SAWCUT ©-REMOVE & RECONSTRUCT TOP OF CATCH BASIN PER CNB STD. DWG. NO. 300 AND MODIFIED PER DETAIL ON SHEET 10 0-SEE HARDSCAPE PLANS FOR PROPOSED PAVED WALKWAY 0-REMOVE 2' WIDE, UNLESS NOTED OTHERWISE, 12" DEEP EXIST. PAVEMENT AND BASE, AND REPLACE WITH FULL DEPTH AC @-INSTALL TYPE II SLURRY SEAL @-ADJUST TO GRADE (ITEM AS NOTED) @-CLEAR AND GRUB EXISTING LANDSCAPING FOR NEW LANDSCAPING Q\._ REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET ~ LIGHT PULL BOX ADJUSTED TO GRADE PER CNB STD. DWG. NO. 204. IF IN THE LANDSCAPING AREA, LEAVE 6"-12" BUFFER AROUND PULL BOXES FOR FUTURE MAINTENANCE. PE II SLURRY SEAL COLD PLANED & 2" AC OVERLAY (BY OTHERS) NOTE: SEE SHEETS 16-19 FOR LOCATION OF TREE GRATES It_ 9 1p 30 4p SCALE: 1 "=20' I 3/15/23 I ,.. ENGINEERS MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME PATRICIA S. CARPENTER, PE ASSOCIATE Cl"4L ENGINEER DESIGNED: DRAWN: i-:-,,=,-,:::-__,;,R;.;;.C+-:-,=------'McaSi---1----4------------------4-----l DATE 10/11 /21 CHECKED: DA TE: MM 10 8 21 NO. DESCRIPTION OF RE"4SIONS APPROVED SHEET OF ::, N L LL E 0. cD -J- N n N ....... m N ....... n 0 "' "' D <Ii " 0 L o_ "' C 0 o_ / u, ~ ::, .D I u, <( / u, G) " D 0 u / 0 N cD 0 n / u, ~ u -~ 0 L o_ / 0 R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN AND PROFILE C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 108+85 TO STA. 113+50 BALBOA BLVD MEDIAN IMPROVEMENTS 5 MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 4 MA T C H L I N E S T A 1 1 3 + 5 0 - S E E S H E E T 6 MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 4 MA T C H L I N E S T A 1 1 3 + 5 0 - S E E S H E E T 6 (10TH STREET - 9TH STREET) AS-BUILT CONSTRUCTION NOTES: LEGEND r---11:i:'. ...J ...J 1"1'1:i:'. I") Li:,,, Li: ~ Li:: l"")'i:i:: t') l"'J LL. f'l'J LL. IXl IXl IXl in Ill ...J ...J ...J ...J 'lOI") C0 •to a_ 0 'O l •a:> 'I' Ol.i...Ol.i...Ol.i...l")LL. [I[}--------=---t--•O co • CJ) • CJ) (0 tO I OJ r-,. 'I"" r-,. ~ ID r-,. (0 Ill Ill O CO -1 10 ~-" ::-~ ~ ~-,~ ..... ---+-------------+...J-------...J------+----------"~t--: ~ ~r---. i1.:,..._~--------+-----------+------------+-----------+-,oi,·1•,,,-..L(j n m n m l"1 : 101- °'o <»+ r--<»+ r--°'o o "-o "-~ ~t (:'.: --...J ...J -+ r--: -+ r--: -+ r--: -+ r--o o ~XIST. GROUND 00 "-o u. 0 "" 'I"" 0 0 'I"" or----(X)'I""' l 'I""' 'I"" _ 0 ..... ,., I"} I"} n 1-------------ola----+---+"'-~--,' -/ + ~";------<'I+ =.~----+--•®--4.5'._Lt---+--1-+l--+---------e~ f51----------~g1~tl)----------~cil"~,---------------t-==t-----=·I--= -~+---------ola---------1 "-, / o o I +r--+r--~,-.. -------- '----,-:: :: :: N N i----------1t~:-=-=-=-:t=-===-=:--=-:::l l=l:-,J-~----...,-1 --u:-u .. f r5,r-~-----~1=-cc&.4·5%~--+-------+,-fr.1~ -----~=s-*=~;' ~1::t-:=-=::-----,.-,-,.;;:;---~f-~-----------';:~f------------l I / -o;17% 0;-1~%---G. -1-7"" -= -----e.+7-% / -- ------- - l-----------1a-----+-----=-,1--1-b-6.A6'._LQCA _DEeRESSIOl\l 00oe._LMEFTEQIAF_fL:1----------+----+--+----1,",;,'---BtJtBOtJT----+--------------+------------+-------------+-------1--ll---------l-----------l ,, '-ANGLE POINTS 6.33' LOCAL DEPRE -SION -- -I-~ - /\ '-CURB INLE 1-----------1a-----+-------1 •1f------t-----------+-----------t-----------+-----------t-----------+-------------l-----------+--7"H--------ll-----------l i I CURB IN ET /\ '\_,I I I = 18" RCP SD ,, m _ -[,]5:::J-------1---+----....'.::::'._ ____ t----------f-------;-L ~~~~-+----------+----------+-----------+-----------t-----------t-------t·t-,.l-------------l~-ft I I ,, ., ,, L.ll. ! I ,-I I / 17.7' BULBOUT I -1-------------------1------::::_;:1I--I-i=-5-:,r5•""To-CA -DEPRES-S10N--PR0PRli~rI~~1-1-----------+-----------+---+-+-~A'--'N-=-GL~E=P"'o~1N=T=-s ---+------------+--------------11------n.:~.33'---l:06Al:-0EPRE -Sl0N---l -n-----------------; n, / 1-----------1a-----+-------1-1-1 l__,'<:-___ --t-----------+-------------t-----------+-------------t-----------+------------t---------=:-=:::-::-:l-::=-7'L-l-1rt-----------------1 i I "-.._ CURB IN ET CURB INET _,,, ii I I I 1 -•050---------+--------li\.LJ' ------+-----------+-------;-,f-~1=8~"~R~C~P~S=D---+------------+-------------+-----------+-------------+-----------+--------l Hf-------+----------1a::J- / \ SCALE: L.ll. 109+00 110+00 I-w w 0::: I- U) I I-0 ..-- ---0 " in t ;I I HORIZ: 1 "=20' lj \/ VERT: 1 "=2' 111 +00 112+00 113+00 I I I I I I t XIST R/W I I I I I I EXIST CF I I I ----1-~---1---------- I ~ --1 -, I I I I EXIST CF I I : EXIST R/W I I I I I I I I I I I I I I I I I I I PREPARED BY: REVIEWED: &. 3/15/23 RECORD DRAWING ~ fa--.rh._ I-w w 0::: I- U) I I I- I 1 1 II I I I REVIEWED: 0-PROTECT IN PLACE (ITEM AS NOTED) 0-REMOVE EXISTING PCC CURB AND GUTTER 0-REMOVE EXISTING PARKING METER POST 0-REMOVE EXISTING CONCRETE MEDIAN AND REPLACE WITH PAVERS AND TREE GRATES. SEE HARDSCAPE PLANS FOR PAVER AND TREE GRATES LAYOUT. 0-CONSTRUCT lYPE A PCC CURB AND GUTTER PER CNB STD. DWG. NO. 182 (CF = 6" UNLESS OTHERWISE NOTED) 0-SAWCUT ©-REMOVE &: RECONSTRUCT TOP OF CATCH BASIN PER CNB STD. DWG. NO. 300 AND MODIFIED PER DETAIL ON SHEET 10 (j)-SEE HARDSCAPE PLANS FOR PROPOSED PAVED WALKWAY ©-REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET LIGHT PULL BOX AT NEW LOCATION PER CNB STD. DWG. NO. 204. RESPLICE STREET LIGHT CONDUCTORS ACCORDINGLY. 0-REMOVE 2' WIDE, UNLESS NOTED OTHERWISE, 12" DEEP EXIST. PAVEMENT AND BASE, AND REPLACE WITH FULL DEPTH AC @-INSTALL lYPE II SLURRY SEAL @-ADJUST TO GRADE (ITEM AS NOTED) @-CLEAR AND GRUB EXISTING LANDSCAPING FOR NEW LANDSCAPING (;:;\__ REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET ~ LIGHT PULL BOX ADJUSTED TO GRADE PER CNB STD. DWG. NO. 204. IF IN THE LANDSCAPING AREA, LEAVE 6"-12" BUFFER AROUND PULL BOXES FOR FUTURE MAINTENANCE. / / / /L. lYPE II SLURRY SEAL 1/ ,' .I' • ~ COLD PLANED &: 2" AC OVERLAY (BY OTHERS) NOTE: SEE SHEETS 16-19 FOR LOCATION OF TREE GRATES Ct_ 1p 2p 4p SCALE: 1 "=20' I 3/15/23 I ,.. ENGINEERS MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME PATRICIA S. CARPENTER, PE ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: RC MS CHECKED: DATE: MM 10 8 21 NO. DATE DESCRIPTION OF REVISIONS -""t..,,.,-,:=--...;;;.;'1----1-----1-----------------4-----1 DATE 10/11/21 APPROVED SHEET OF ::, N L LL E o_ m -J- N n N ---... m N ---... n 0 "' "' D <Ii " 0 L o_ "" C 0 o_ / u, ~ ::, _D I u, <( / u, G) " D 0 u / 0 N <D 0 n / u, ~ u -~ 0 L o_ / 0 R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN AND PROFILE C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 113+50 TO STA. 118+05 BALBOA BLVD MEDIAN IMPROVEMENTS 6 MA T C H L I N E S T A 1 1 3 + 5 0 - S E E S H E E T 5 MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 7 MA T C H L I N E S T A 1 1 3 + 5 0 - S E E S H E E T 5 MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 7 (9TH STREET - 8TH STREET) AS-BUILT CONSTRUCTION NOTES: LEGEND a. f----------+--------+--------+---------~ _______ _J_ __ ,_:r: 1 ....J_....J_....J_,jlCi:-·-----t------------t------------+----------,-----l-----------_J_------J (i ....J <0 LL CO LL LO LL LO LL ~ 0 ~ 0 ~ @ LL EXIST. GROUND _ "? o "? o st: o, st: o, rr, ~ ...J !-J N ~ _J 10 I ,~ Ol "-: "! ~ Ol @ 4.5' Lt !::; IX) Ol IX) Ol " -" ... "' LL "' LL IX) ...., ....__ c;r,.J ___.,! ,.., ,-,1"':-----------1~:::..._=_!:~f------+-~":'~II • to • ,-... • CO • ·,... V o, 'IX) V ~-cxr ----~--tO", -""-+ I>-+· ""-+·'"'·----t------------1-------------+------~N~liiv~•-Ol"" u + ,..: ..-"l "' "l + ,..: ,o ,o "' "'r ...J ~ si-.;-..: .;-..-'l"l.----------I- rr, LL st-+r-+r-..-0~ ----OLL ...J +r-.st-,,.-•+r-. '------------------------CO I ._ V V ,..... 0 ,-.-..... ,-O 00 LL ,-... + I'-+ ,-... r-,. , 1":j---------=+--~---f,~--'=:f--------~·wN~ ___ _:\-------l-----lc--·o ..... I'-,-... ._ ~I~ o•-. t---l;;-+----+-------------lfil--l~-'-------------0-• V .-.-,..... .--+" + " "' +" o",-. --t----+----------1---------"' "' '° +r-'-.. I _,, r----------lf----------=-c,,---.;;;-l --------J --" ---.. V ----::_ ------.0. 1-()%-1-----il=.-=~=,%-=.-----f----=,=-4==o:2', T?o~---l=,--~--1--J---l+----+---.Au· ---<_ ,-vr;--------_:,;-'t-=---=-=-c=0=-,~,.,,,,~---~-t------,,.,,--1-------1----t-------------1--V . ,,.,. -=-~~ ,_ ~-------------- "------~ - i------------------------l-7~5~t OCAi:--DEPRESSION I-~I= ~R0P,--ME01~N-,/·-----------+~-n.J.2"'=_/:..+----I---I -------LEFT '•L 1-----1--13.5''75iBUW<B"O"Ui'i'T----------ll------------7.J9'.__bQGAb-DleF'Rle-SSIGN--I ---' 'I ~ ANGLE p'JINTS 1-----------•-----------I------------_JJ•_I '-CURB INLET____.../\ I I -','\...-=c_u_R_B_IN-LET------+-----------l--------------1---------1--12"-iicP-,D,----------+----------I/J-1+-----------1- , , 1 I {J[}---------l------------+------------1lL----------+-------------!-----------l-----__J I I L r 5 ,, ,, rTEL 11 ,, JI ,1 ,, • 12" W ( I I I I LJ ,----------·-----------f-----------:--+---:---------~----------.+--u>-li ~-<e ~-U'l ~-"" ~---,-----------j-----------+--------.-----1--.---------j_ ....J .....J mmVV ....J OLL .....J .....J OLL ·a ·..-"I") ·-.:t a_ ...J {JQ}---------1------------+-------~.....-a LL au... w ,-... m mm mm .-m ..... 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V -,.. --0;-4~ --oc-10%-~~ ... i ~~~~-0~'4£~[::::::==:~t~=====-=~==,v· ·p~-~9%~•::::::::T~==7,[/7r 7-4 \.~,~:,~~==;§n-~ • .2±"'=~. ~=====t====i!M~. t!·1--'-l:!!•t ====:=~~-i~~~=.:::":::c:::=::::::§IF.~.R~~~·E:::-==:=:::f--Ei==~-t------------l- l-----------ll--------------i-:/'-.-§'.__bE)GAb-DEPRE-5SIGN----i--:-1----------+_!:P:_o:,;R,!_Or:,PR"°IG~MH~ET~Dl~~[L.,/!__ ___ +_Jo.29.%,:::'.:.J-----1--,-;3~5~:~ "BOtJr-,--------+----------lf.3.9_' LO.CAL D.EeBESSIQlll~---,--F-=-----------1- 1'--... CURB INLET ANGLE P'o lNTS ---'I 10 :- ---,-IT]- ---110 :- 1-----------,+-----------l------------_j [\1------------t------------+-----------+---------· CURB INLET_.,...,,(\ I I' r2"~cp-,D,----------+----------!1-!1+-----------1---------I 11 / 11 11 f. TEL 11 /, 1 ,, ,' Ji 113+00 1-UJ UJ 0::: I- C/) I t: 1- 0) ll ,. 114+00 I I I I I I I I ui I I I I I \ I I 115+00 -, -, I I I I I I I I I I I I \ I \ I I \ \ \ I I \ I 116+00 I \ I I I I I ' I EXIST CF I I I I R/W\ I I \ I I I I I \ \ ' PREPARED BY: 1/-, ----i--------:----+-----!,,~'j.,------=='-+-----------1------<'5' ' 12" W I I L.2...J- I I I I I I I I REVIEWED: ---,- \ I I I \ I I ( LJ 117+00 I I I I \\ I I £ 3/15/23 RECORD DRAWING SCALE: HORIZ: 1 "=20' VERT: 1" 2' 118+00 \ ~ fa--.rh._t--+---+-----------1------1 REVIEWED: 0--PROTECT IN PLACE (ITEM AS NOTED) 0-REMOVE EXISTING PCC CURB AND GUTTER 0-REMOVE EXISTING PARKING METER POST 0-REMOVE EXISTING CONCRETE MEDIAN AND REPLACE WITH PAYERS AND TREE GRATES. SEE HARDSCAPE PLANS FOR PAVER AND TREE GRATES LAYOUT. 0-CONSTRUCT TYPE A PCC CURB AND GUTTER PER CNB STD. DWG. NO. 182 (CF = 6" UNLESS OTHERWISE NOTED) 0-SAWCUT ©-REMOVE & RECONSTRUCT TOP OF CATCH BASIN PER CNB STD. DWG. NO. 300 AND MODIFIED PER DETAIL ON SHEET 10 0-SEE HARDSCAPE PLANS FOR PROPOSED PAVED WALKWAY 0-REMOVE 2' WIDE, UNLESS NOTED OTHERWISE, 12" DEEP EXIST. PAVEMENT AND BASE, AND REPLACE WITH FULL DEPTH AC @-INSTALL TYPE II SLURRY SEAL @-ADJUST TO GRADE (ITEM AS NOTED) @--CLEAR AND GRUB EXISTING LANDSCAPING FOR NEW LANDSCAPING @-REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET LIGHT PULL BOX ADJUSTED TO GRADE PER CNB STD. DWG. NO. 204. IF IN THE LANDSCAPING AREA, LEAVE 6"-12" BUFFER AROUND PULL BOXES FOR FUTURE MAINTENANCE. ®-REMOVE AND INSTALL NEW SEWER MANHOLE COVER TO GRADE PER OCSD STD. DWG. NO. S-505A, S-055, AND S-055A ON SHEET 2. • ~ (~ 1// ~« (~r,,,--TY,P_,.E-v-11-,;;S,;=LU'vR--"RvY-'SvEA'-"'Lv--v--.,..--.,.,..--.,,,-.._,...._,,.......,__,.......,_ __ r~ COLD PLANED & 2" AC OVERLAY (BY OTHERS) NOTE: SEE SHEETS 16-19 FOR LOCATION OF TREE GRATES i 1p 2,0 4-p SCALE: 1 "=20' I 3/15/23 I ,.. ENGINEERS MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME PATRICIA S. CARPENTER, PE ASSOCIATE Cl"4L ENGINEER DESIGNED: DRAWN: ~~m-.....:.::RC,-;;..-rr::--___:M::::S4--+----+-----------------..I---J 10/11/21 I CHECKED: DATE: DATE __ ..::.,___;_;__,_=-.:._ __ _ MM 10 8 21 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF " N ~ u.. E o_ -en N n N ----.. m N ----.. n 0 "' "' D <Ii " 0 ~ o_ "' C 0 o_ / u, ~ " .D I u, <( / u, G) " D 0 u / 0 N <D 0 n / u, ~ u • "" 0 L o_ / 0 R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN AND PROFILE C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 118+05 TO STA. 122+50 BALBOA BLVD MEDIAN IMPROVEMENTS 7 MA T C H L I N E S T A 1 2 2 + 5 0 - S E E S H E E T 8 MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 6 MA T C H L I N E S T A 1 2 2 + 5 0 - S E E S H E E T 8 MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 6 (8TH STREET - 7TH STREET) AS-BUILT CONSTRUCTION NOTES: LEGEND ~-----------~l----------+----:-----------1-----------,----------~fl'...J_....J~ .. ~-I"')-~ r,,')·15.,.,!------+-------------l------------t-----------,,----------o LL N LL...... (0 <O 0 I"-r-,.. 'ID "<D ...J ...J •o "N "N ex:, O -' 0 IL ...J ...J ."'-LL O 00 CO 00 O 00 N fX! I"') IX7! ''"'.----------~•n-c-__________ _ ,-...u._ r---u._, -o • o • ..... • *''~"---+----------alic;:'----------~11:1: cn1 ~st-N r--1 1~.i-~---------+----------,-:-----------J"I r----+.,,,__+i"'---c+-t:,__-1" ·a, ~[•}![}---------t-1-----~-,-· r-,-·· I'< -1~ 6 o o O O a, _ 1 1 n 1 .... 0 ,..., t'> N • .....J C"\I N N C'\I N Ol , + ,._: v •~ v • + r--...J O lL •" _ _ --+ ex:, CX) + r--+ r--g lL q C> t------------,-------·.E-XIST_GRQUND--~lilsi------------1 /-1 -,,-7"--"'\"°, ~ ____ -- -- @ 4.5' Rt 1 :-'~_+=t=r--=-==-=c==-=e " -OAS%--- - - -------• ::-Od-91' -~3% ~.49~ &.U%--I / 0.19 :-1 "1..9' BUL J0UT --.---- ...J ' 0 lL O' 0 • C> ·o Oo Oo II) • o. .± CX) '. . --N N ----0;:1--9¥. ' ----1101- -RCP SD -F -6A 'L OCALDt'.P-l<ES-STO~PR()PRl~iJI~~ ANGLE P1 INTS ( 18" ,, ~ .L\.I'\ : : ,~ f--------------t---------7 i!l_1'C=U=R~B~IN-L=ET~-------t------------~----------+-----------t-------------t---'11~! ________ 1 __________ t -::~--------,----j~-I I . ~-I[]5[]-----------t---------d-:.-SCALE: 118+00 -----.l. 119+00 I I I ~I I I I ~1 I ; -- 120+00 I I I I I I EXIST R/W I I EXIST CF ' 121+00 I I I nl EXIST RECORDED l I I I I I I I -_,_ --. ·-~::;::::;:::::::;::::::::i:.,__...... __ ___,_ h ,--------,--- 1 I I I I I I I I PREPARED BY: I I EXIST CF I EXIST R/W : I I I I REVIEWED: £ 3/15/23 RECORD DRAWING 122+00 HORIZ: 1 "=20' VERT: 1 "=2' I I _J 1-w w ~ I-I en I I-I'--- REVIEWED: 0-PROTECT IN PLACE (ITEM AS NOTED) 0-REMOVE EXISTING PCC CURB AND GUTTER 0-REMOVE EXISTING PARKING METER POST {.\_ REMOVE EXISTING CONCRETE MEDIAN AND REPLACE WITH PAYERS AND TREE ~ GRATES. SEE HARDSCAPE PLANS FOR PAVER AND TREE GRATES LAYOUT. 0-CONSTRUCT TYPE A PCC CURB AND GUTTER PER CNB STD. DWG. NO. 182 (CF = 6" UNLESS OTHERWISE NOTED) 0-SAWCUT ~ REMOVE & RECONSTRUCT TOP OF CATCH BASIN PER CNB STD. DWG. NO. 300 ~ AND MODIFIED PER DETAIL ON SHEET 10 0-SEE HARDSCAPE PLANS FOR PROPOSED PAVED WALKWAY In\_ REMOVE 2' WIDE, UNLESS NOTED OTHERWISE, 12" DEEP EXIST. ~ BASE, AND REPLACE WITH FULL DEPTH AC @-INSTALL TYPE II SLURRY SEAL @-ADJUST TO GRADE (ITEM AS NOTED) PAVEMENT AND @-CLEAR AND GRUB EXISTING LANDSCAPING FOR NEW LANDSCAPING Q\._ REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET ~ LIGHT PULL BOX ADJUSTED TO GRADE PER CNB STD. DWG. NO. 204. IF IN THE LANDSCAPING AREA, LEAVE 6"-12" BUFFER AROUND PULL BOXES FOR FUTURE MAINTENANCE. ~ REMOVE AND INSTALL NEW SEWER MANH0LIE COVER TO GRADE PER OCSD STD. ~ DWG. NO. S-505A, S-055, AND S-055A ON SHEET 2. • / L / / u /L. TYPE II SLURRY SEAL r , / 1/ / / 7 / . r~ COLD PLANED & 2" AC OVERLAY (BY OTHERS) NOTE: SEE SHEETS 16-19 FOR LOCATION OF TREE GRATES i 9"' !!!!!!!!!!!!!1~p~~2~p~~!!!!!!!!!!!4p -SCALE: 1 "-20' I 3/15/23 I ,.. ~ ~1-------i---+----------i--------i --~=a:ti,,<.,....,.. .. --=-:-::· c =~==-==- PATRICIA S. CARPENTER, PE ASSOCIATE CIVIL ENGINEER MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME ENGINEERS DESIGNED: DRAWN: DATE 10/11/21 k==-~Rc4-::~,---2M2::s4-_+----+----------==----------1 :;::;;;-;;j CHECKED: DATE: DATE DESCRIPTION OF REVISIONS APPROVED MM 10 8 21 NO. SHEET OF ::, N L LL E o_ N en N n N "' m N "' n 0 "' "' D <Ii " 0 L o__ "' C 0 o__ / u, ~ ::, _D I u, <( / u, G) " D 0 u / 0 N <D 0 n / u, ~ u -~ 0 L o__ / 0 R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN AND PROFILE C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 122+50 TO STA. 127+00 BALBOA BLVD MEDIAN IMPROVEMENTS 8 MA T C H L I N E S T A 1 2 2 + 5 0 - S E E S H E E T 7 MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 9 MA T C H L I N E S T A 1 2 2 + 5 0 - S E E S H E E T 7 MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 9 (7TH STREET - 6TH STREET) AS-BUILT BALBOA BOULEVARD CONSTRUCTION NOTES: LEGEND NLL NLL LOLL LOLL ....J ....J O> O> LO LO -.:tLL ....J ....J ..-LL wOO QO'J IX)...-, ci...-, f'-;j LL Q LL ~1...... 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'+-----------N ~ G.-2~% ~ ----~ -~ ~i--------0-.-c2:-2~---+_J ---.-a,1~------&.'=-."""22'"'%--;;;----_-+-:=-=:1::I: =(F.22% ~· .• --------1----1-~ ---G.2-2% I 1-------------1------------+1-~, ·H -:;-;;:;;-;-;:;-;;:-;--;:;;:;::;:;;:::;:::::;~-7PIPRRi01iP0.7MiliEFlD1T.IAiilNil],-----,----------,--i::====P 2-1~!....BIJb ~QIJ"."t-----------+------------+------------+---------------------1 -::i-7.27' LOCAL DEPRESSION LEFT FL ANGLE p , INTS 1-------------------------1-1-P---GIJRB-INb -1---------1------------1--------------1------------1--------------1------------1--------------1--------------1a--------1 ~ ,, ,, ,, 1------------------------!&·t--+-------------t-----------+-------------t-----------+--------------1-----------+-------------1-----------------------, -[,:5[]------+-------j-------+-------+--------+-------+--------+-------+--------+--------1-----la::J- _J -'~~n _J _J t--------------------------t-------------+------------+-------------+-.C"il II ..... N 'U:-·1:&..-.0·lb·,-----+--------------1------------+--------------II-----------------------, mm lOLO ....J ....J txi l() ci l() «> co ci «> V LL ....J ....J ,..... LL LO OC! CO OC! r--,. IX? «> OC! ....J ....J >---------------------~~,-~-~ ~ ~-1~ ~ ~------------1------------+--'-------------1~i m_i oo--~""IXl'"c-.i-:l:*-l"IXle._ __ -+-----------,o"'lc-..._'-----------Qo "------------io"'>--~------------0----------1 ooN ...... 0 LOo OJ • ....J OLL N N N N O ·v O> +fXl0>,m,+oo oci 8LL o ..-..-...... ...... o...... g...... vN [I[}-----------jl---------!N~l--lt._, IXl __ t._,~ ~. 0 -,,..; IX) 0 V EXIST. GROUND • '°, 9 +_ C> ± C> 10 ,._,. .. _,. ,-"'-'">-------m ll<l------ll----'f.'-''J!>-------c5·I"':-------i,;:;11>-·•-.5-' R:+-+:--+--,--,•---''°"'"-1-----+------------HC>-----------d,-1--------------------'1"10 -1 ,..... N N ,.....1 ;:;.:; lO co·•• . -=-+ 00 -"1" ·-\ \ lfl -N N L....Ll:!.J- ,..... ...... ·+co +co v N ...... ---------- '-_./ l"")N ~ N ,..... ~ 0-.-2-1-o/o----------..._ --""" ---():-18% ----0'27% 1------------------------~\ f+-------~-:+-----::-±=----::::--=r=--c=-==-CA v cfSii'---1----&.-1·8% =0-oh,,. • --0:-1,8% ~ --- - ~ r- nn, \/ o.e . ..MEDIAIIL i-7.27' LOCAL DEPRESSION RIGHT FL +-l~~---:c:-:-::::-:-:-::--::::;:---------+-----------+----------+----------+----------+----------+----------+---------------------j -CURB INLET ~ ,, 0-PROTECT IN PLACE (ITEM AS NOTED) 0-REMOVE EXISTING PCC CURB AND GUTTER 0-REMOVE EXISTING PARKING METER POST 0-REMOVE EXISTING CONCRETE MEDIAN AND REPLACE WITH PAVERS AND TREE GRATES. SEE HARDSCAPE PLANS FOR PAVER AND TREE GRATES LAYOUT. 0-CONSTRUCT TYPE A PCC CURB AND GUTTER PER CNB STD. DWG. NO. 182 (CF = 6" UNLESS OTHERWISE NOTED) 0-SAWCUT ©-REMOVE & RECONSTRUCT TOP OF CATCH BASIN PER CNB STD. DWG. NO. 300 AND MODIFIED PER DETAIL ON SHEET 10 0-SEE HARDSCAPE PLANS FOR PROPOSED PAVED WALKWAY 0-REMOVE 2' WIDE, UNLESS NOTED OTHERWISE, 12" DEEP EXIST. PAVEMENT AND BASE, AND REPLACE WITH FULL DEPTH AC @-INSTALL TYPE II SLURRY SEAL @-ADJUST TO GRADE (ITEM AS NOTED) @-CLEAR AND GRUB EXISTING LANDSCAPING FOR NEW LANDSCAPING Q\._ REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET ~ LIGHT PULL BOX ADJUSTED TO GRADE PER CNB STD. DWG. NO. 204. IF IN THE LANDSCAPING AREA, LEAVE 6"-12" BUFFER AROUND PULL BOXES FOR FUTURE MAINTENANCE. ®-REMOVE AND INSTALL NEW SEWER MANHOLE COVER TO GRADE PER OCSD STD. DWG. NO. S-505A, S-055, AND S-055A ON SHEET 2. • / L / / u /L. TYPE II SLURRY SEAL r , / 1/ / / 7 / . ,, ·t~ J.. ,~ r~ COLD PLANED & 2" AC OVERLAY (BY OTHERS) -[•:5[]------+-------j-------+-------+--------+-------+--------+-------+--------+-------+-----la::J- 122+00 1-w w 0:: I- C/) I I-r--. 123+00 &I 11 I I I I I I I I 124+00 0 IO , __ _,___...,.._..,_ ___ ...,,, __ ---J..- -~, 1-- I I I I I I I I I 125+00 ~ 1--1· I I I I E')IST CF I EXIS~ R/W I I I I I I I I I I PREPARED BY: ,.. ENGINEERS scALE: 126+00 "" -- I I I I I• I I I I I I I I" I I I I I REVIEWED: &. 3/15/23 RECORD DRAWING ~ ~ MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: HORIZ: 1 "=20' VERT: 1 "=2' • , le C ! I I 1-w w 127+00 • o:: I I ~ I I I 1 • I-• I co I • REVIEWED: PATRICIA S. CARPENTER, PE ASSOCIATE Cl"4L ENGINEER RC MS CHECKED: DATE: """t-:-,-,:=---""'1----1-----1-----------------4----1 DATE 10/11/21 MM 10 8 21 NO. DATE DESCRIPTION OF REVISIONS APPROVED NOTE: SEE SHEETS 16-19 FOR LOCATION OF TREE GRATES i 1p 2p SCALE: 1 "=20' I 3/15/23 I SHEET OF ::, N L u_ E 0. n en N n N '... m N '... n 0 "' "' D <Ii " 0 L o_ "' C 0 o_ / u, ~ ::, .D I u, <( / u, G) " D 0 u / 0 N <D 0 n / u, ~ u . "!. 0 L o_ / 0 R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN AND PROFILE C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 127+00 TO STA. 132+20 BALBOA BLVD MEDIAN IMPROVEMENTS 9 MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 8 MA T C H L I N E S T A 1 3 2 + 2 0 - S E E S H E E T 1 0 MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 8 MA T C H L I N E S T A 1 3 2 + 2 0 - S E E S H E E T 1 0 (6TH STREET - 76' EAST OF ISLAND AVENUE) AS-BUILT BALBOA BOULEVARD CONSTRUCTION NOTES: LEGEND _J k ....J _J ....J ....J ....J en COLL _J ....J , LL «>LL COLL COLL tOLL... ....J ....J ....J ....J X LL LL N N OLLNLL ....J ....JNLLCOLL W "! "' t-~ f:j IP•-----------ta.~----------+----l'·",i-1 o;i ,..._· 1:.t--r-----,-Qlv -o· V O N N u.. N u.. t--.... °" r-------,,,IX'l~ ~ c,i O I"'). 0 rq.· ~-r.o· ~CO 00 "If:-o,1-i----j-------------j----------ro'" N .-~~ Q ":S---CO· ~O)' ~ olil·j-;=O~---t +o,r<J"!v"!"o, _J +o,+o, +o,+o, o -·""-'°----t--+o,+o,J\!: Ou.. IP IP IP IP O ~ _j +0>+0,-.--+0>+0> _j _j _j _j-,_J >-------:'---~--~ --~-t------------.:O,·11 "'~-----------ll---~N°1-~+----~~=1--~-9 -l"1 g _ u_ ~ ~ go, go, §. -§->------+------------+-~& ~-----------ll-------<Oe>1,,"-,---------<0e>I="-:_~ LL ~->-"----1 --6 LO EXIST. GROUND 8 v o ~ _ _ °'o ...-PROP. 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ION _ 1 1 e-DEPRESSION I I ANGLE POINTS I,' I I .L a----------t·:]tl•·:t--;-------------i------------;-------------i------------;------------+-----J l-1----------+-----------+------------+-----------+------t----t -~ ---l1:J5D-------t-------~~-------t--------t--------+--------+-------+-------+--------+---------t----la::J- ....J _J co'G::coG:: coi:i::coli: ....J ....J ....J ....J i:n IP , . _j _j i'-LL N N ,..... .----0 LL N LL ....J ....J N LL CO LL X ..._ N LO 'U> ooOQO a.. C! N NLLNLLr--,.. ....-W ~ t-LL~LL ,.1"1 ~t0"-<0 ool'-:ml'-; :I: a..-'ION r-,.. ·v ·v c::: -------m• .co . ID-l:.f------------1-----------+--~'li.:·-' '° '=----, ~--,__-1=------------+-----------;o~L(.) ~ -.::1--·-r-<-·-r-,..-OC>·~·1....-----t-----------+-------------+-----------+---io;-:_;,--..... --I ~~~~~~lt ci _J dimdicn ~m~mo~ _J +oi'+oi~"!~"!+cn+~ mo t--+ Ol + Ol n--, 00 u.. EXIST. GROUND N N N N O Oa u.. O O + Ol + Ol O O _J _j _j _j -, N t--, t--, ~ ..---""" ..---..---0 N ·tn I"') I"') 0 0 l"'l l"'l CL&.. Ol.J.... Ol.J.... a)l.J....Q~ ----------............... -~-~ J~>-----------,!l~~}-----~@--4 •• 5'.....Rt \ ~-lr>.;,-----------l-~·luo,,------------+-"-t-~=0 1'-----·-~--~--;-----~==e-----+-------------1-~i ~-----------1----0~f-s~--------<e~e>.l -~-i ~ ~ l-~-----1 --·t---i-----------;:~et---------::,-:-:=---\,-i-----;·-1-,="'.-'-"'"-..-=-=t:--1="'.=-c-,±-,,~=-=-==-=n--.--.·..,----+'=t------::--::,.,-------l---t-1= -H-----:_,::-----+-----------+---•1----------+-----.,.,-1-------~:;:,~ .. 1-~-~ -i 10 I- -. -1~4 =.:=-:=-=::....:::.!~~==--==-==-=:..::f=-=--==-=7;:..::-=--0~-1~8~%~---'-t---i--.c..;,.;V-•.c:='-'---r,1 -----....;="'-r."-= "'"'"-'---r-•-------=-0~.-30%~!..::=-=-=-=-tf-ljnb, C ~ ~··ij· -jJ, - -~ ------- ---- ---- -- ---- -- ---- -- -----:,..: ,., ,., ,., • 1) --0~ =-, . -~-------------0.1-4%------~ 0.14%.. ·I 10 ...... I PRd P:-MEDIAN'-,1-------+----+------+--+--=+-c~----------,t------------+----t---t--------+----------+--+---------+------+------t----,-------; a---------_-::-1 i--,-~ 6.29 LOCAL DEPRESSION ~o 18% , 2• GUTTER RIGHT FL 7.5 LOCAL DEPRESSION -c---DEPRESSION 30' TRANS -1' '-. 24.9' BULBOUT / /\ ----------rf \·1--=i-'C .. U.RB_ll'!IL ·'-------+------------4----=======i=-C11"N1:1E-P-0TNT;,;,,-------+--------=-cu:--:-R:::B=--:1:--,N:--:LE!:: . .1:--_,,,-7'"---IT1---------+-----------+------------+------+•'-' .... -:-y:r:i:i.R:----==:j:;::=:t----.i----1 I I I I DEPRESSION 11 I I d l1 * k -[•:5[]------+-------j-------+-------t--------+-------+--------+-------+--------t-------+---1a::J- SCALE: HORIZ: 1 "=20' VERT: 1 "=2' 0-PROTECT IN PLACE (ITEM AS NOTED) 0-REMOVE EXISTING PCC CURB AND GUTTER 0-REMOVE EXISTING PARKING METER POST 0-REMOVE EXISTING CONCRETE MEDIAN AND REPLACE WITH PAYERS AND TREE GRATES. SEE HARDSCAPE PLANS FOR PAVER AND TREE GRATES LAYOUT. 0-CONSTRUCT TYPE A PCC CURB AND GUTTER PER CNB STD. DWG. NO. 182 (CF = 6" UNLESS OTHERWISE NOTED) 0-SAWCUT ©-REMOVE & RECONSTRUCT TOP OF CATCH BASIN PER CNB STD. DWG. NO. 300 AND MODIFIED PER DETAIL ON SHEET 10 0-SEE HARDSCAPE PLANS FOR PROPOSED PAVED WALKWAY 0-REMOVE 2' WIDE, UNLESS NOTED OTHERWISE, 12" DEEP EXIST. PAVEMENT AND BASE, AND REPLACE WITH FULL DEPTH AC @-INSTALL TYPE II SLURRY SEAL @-ADJUST TO GRADE (ITEM AS NOTED) @-CLEAR AND GRUB EXISTING LANDSCAPING FOR NEW LANDSCAPING Q\._ REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET ~ LIGHT PULL BOX ADJUSTED TO GRADE PER CNB STD. DWG. NO. 204. IF IN THE LANDSCAPING AREA, LEAVE 6"-12" BUFFER AROUND PULL BOXES FOR FUTURE MAINTENANCE. (:';\_ REMOVE EXISTING STREET LIGHT POLE FOUNDATION. CONSTRUCT NEW STREET ~ LIGHT POLE FOUNDATION PER CNB STD. DWG. NO. 200-8. RELOCATE EXISTING STREET LIGHT POLE TO THE NEW FOUNDATION. RESPLICE STREET LIGHT CONDUCTORS ACCORDINGLY. @-REMOVE AND INSTALL NEW SEWER MANHOLE COVER TO GRADE PER OCSD STD. DWG. NO. S-505A, S-055, AND S-055A ON SHEET 2. Q\_ REMOVE SURVEY MONUMENT FRAME AND COVER AND INSTALL NEW FRAME AND ~ COVER TO GRADE PER CNB STD. DWG. NO. 116. ~--------------------~----------~----------~----------~----------~----------~----------~----------~----------~------JA [X9CT""ff\~,-COLD PLANED & 2• AC OVERLAY (BY OTHERS) 127+00 128+00 129+00 130+00 131+00 132+00 L£, ~ I-w w I 0::: I I-I (f) I I I I I-EXIST R/W I (0 EXIST CF ' I "'I I ~ 0 I C.~"l'V tri EXIST CF I EXIST R/W I I I I I I I PREPARED BY: ,.. ENGINEERS w ::> z w ~ I 0 I ZI <( __ d ...J f (f) REVIEWED: ~ ~ MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: I I ~-- ~ &. 3/15/23 RECORD DRAWING !ICV! lCV REVIEWED: PATRICIA S. CARPENTER, PE ASSOCIATE Cl"4L ENGINEER RC MS CHECKED: DATE: -""f..,,..,..,:=--....;;;.;'1----1-----1-----------------4-----1 DATE 10/11/21 MM 10 8 21 NO. DATE DESCRIPTION OF REVISIONS APPROVED NOTE: SEE SHEETS 16-19 FOR LOCATION OF TREE GRATES Ct_ 9 1p 30 4p SCALE: 1 "=20' I 3/15/23 I SHEET OF ::, N L u.. E 0. en en N n N ...... m N ...... n 0 "' "' D c0 " 0 L D.. "' C 0 D.. / u, ~ ::, .D I u, <( / u, G) " D 0 u / 0 N <D 0 n / u, ~ u -~ 0 L D.. / 0 R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN AND PROFILE C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 132+20 TO STA. 135+85 BALBOA BLVD MEDIAN IMPROVEMENTS 10 MA T C H L I N E S T A 1 3 2 + 2 0 - S E E S H E E T 9 MA T C H L I N E S T A 1 3 2 + 2 0 - S E E S H E E T 9 (76' EAST OF ISLAND AVENUE - MEDINA WAY) AS-BUILT CONSTRUCTION NOTES: CATCH BASIN INLET RECONSTRUCTION DETAIL LEGEND ,-Vl• a:: u ...J ...J ...J X CO LL 00 LL OC) LL w r---1"1 1"1 .... ......J , .....JmLi t-------------t----c::---.ri·"1-,.y-,ti'IE->----l-----------+-----------I-----------!;: ....W.,."--ocrt=------t-------------+-----------t-------------+-----------t----------1 z u::i~r---.r--.----m n LL.r-,..u..v ...... -[IQ]- -C[J- -[IQ]- EXIST . (0 m V . (0 r-,.. ,-, • o +a,+a,+a, "'r--•·ro·ro-r--"'ro CROSS -, ...J N N N ~ <Xi :8 ~ :R ~ t <Xi + <Xi -GtJ""""'"-1---+-G·u..-!'1 ---12 ---12 =·---"-•oo-+oo-~ --t-1-------1-------------+------------1-------------+------------1---------1 11 1:.1"\: 0 ..-..-.----O lL. ott n 4-V n I"") FL mV O o ..-tp trJ -..... '° ~ / 0 ~ EXIST. GROUND o"' --✓ ----+--+---~-O'l ->--------+----------~~ @7:5'7:t} ~ioi~:-----------'>-....•~--+-,,:✓---/"-------+------------1------------+------------1------------+----I10 1- -,,., ;:!j '-"' -• 0..2n• --fh.2(m ~ -~ -·---------i=-~=-==----------t-------------i-------------t-------------i---------1 ===-=-=::-=-=i'~3-Ffn~~"'9-;,,::;,::::;,:::;;,;:;;;,;:;;;,t-;;;;...::~o~w~%-'t..::=-==-=:..==-=-=-=-~;:.;;::~T===1!~~~:::::::::::~-~==~::::::==~~~===t=t- -1 .20%_/ / 1.10% 9.6' BULBQUT PROP. M~DIAN 7 • ~,_, -------+----t---=="'l=~-..,,,o,~w.fu=----------t-~F-,=-..·,1------------+---~·--~0_C.AL D.EffiES.SJQ _,_.i..:-=----------+------------t-------------+------------1-------------+-------1 ANGLE POINITS _ _r,. r -,, CURB INLET ~ :I -------+------------+-------------+------------+-------------+---ir l.1-----------+-------------1------------+-------------1------------+---------< I I I I ..i1. -----+--------+----------+--------t----------+---------+--------+---------+--------+---------+----ja::J- Iii X ......J ....J ....J -------+-""--i<:IXl"-_i3l-F"-'--ii'IXl,.f"-~----t-------------t-------------t-----------r+--:----,-,:,d -t0··lo...Jc--________________ t--______________________ t-_________________ -l z • ·v 'N ·~N r--.1~ ...J ...J t---LL co ~ITT O '°o"'o'°o a, ~~,"-~"-~-r--·r--m .I"--, ,r-,.. 'I() ~ -IX) CROSS . -, ...J + a, + a, + a, n ro • ro -r--«> • -GtJT'fE'R-1---+-G·"--"1 -N -N -~<e._:g !Q-gi !Q-~ «xi-+-l!J~-----+-------------1------------+-------------t------------+---------< a ,..., l"1 l"'l OLL 0 ·G: ......J +o::, t co +co v v FL mv..-.-..-qr--o OLJ... v v v ,.,, ,,,., 10 -O a, • r--0 n tj1 n _ - ----+--+---it· a, ✓ 0, 9 . 00=~--~F'KISI._GRO.UND 81'c:~-----------+---H---+--l --:r -------+-----------i-------------+-----------1-------------i-----l 1 o I-~ " 3 ~ 00 @ 4.5' Rt \ ~ IXl .....___ ,',--/ / --------------="'==, ... ==-=-r=-,-,:;...;:::..:::-0~.2~l.%~=-t- 1 ::;.;;~~~~~~-~~~-tX~-!=:::::=::::::::-~::::::::===~M1-~~.:!:!-~::'::===~i'===:::::::::::::::::===~-~~·-·!!· E::::::::::::=1=--~t:=--$ =-= ~--------+-------------~-_-+-----_--------+------------+------------+--------, -------+---+--+--<l~:.6-'-Btlt S01:Jw-j,, ------------'-f-'>P~O..E._ME.D..IAtlL.c1/. _____ ---1---7-,§!.....b0GAl:-0EPRE-55I0N-----,i----------11-------------+-------------11-------------+------------1---------1 ANGLE POINTS RIGHT FL / /\ CURB INLET -i 1 -------+-----------t------------+-----------+------------+---t·,-'·f----------+-------------1-----------+-------------1-----------+---------1 I I I I ..i1. 0-PROTECT IN PLACE (ITEM AS NOTED) 0-REMOVE EXISTING PCC CURB AND GUTTER 0-REMOVE EXISTING PARKING METER POST 0-REMOVE EXISTING CONCRETE MEDIAN AND REPLACE WITH PAVERS AND TREE GRATES. SEE HARDSCAPE PLANS FOR PAVER AND TREE GRATES LAYOUT. 0-CONSTRUCT TYPE A PCC CURB AND GUTTER PER CNB STD. DWG. NO. 182 (CF = 6" UNLESS OTHERWISE NOTED) ©-sAWCUT ©-REMOVE & RECONSTRUCT TOP OF CATCH BASIN PER CNB STD. DWG. NO. 300 AND MODIFIED PER DETAIL ON SHEET 10 0-SEE HARDSCAPE PLANS FOR PROPOSED PAVED WALKWAY ©-REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET LIGHT PULL BOX AT NEW LOCATION PER CNB STD. DWG. NO. 204. RESPLICE STREET LIGHT CONDUCTORS ACCORDINGLY. 0-REMOVE 2' WIDE, UNLESS NOTED OTHERWISE, 12" DEEP EXIST. PAVEMENT AND BASE, AND REPLACE WITH FULL DEPTH AC @-INSTALL TYPE II SLURRY SEAL @-ADJUST TO GRADE (ITEM AS NOTED) @-CLEAR AND GRUB EXISTING LANDSCAPING FOR NEW LANDSCAPING Q_ REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX WITH NEW STREET ~ LIGHT PULL BOX ADJUSTED TO GRADE PER CNB STD. DWG. NO. 204. IF IN THE LANDSCAPING AREA, LEAVE 6"-12" BUFFER AROUND PULL BOXES FOR FUTURE MAINTENANCE. {:;;-,_ REMOVE SURVEY MONUMENT FRAME AND COVER AND INSTALL NEW FRAME AND \.'..':'.) COVER TO GRADE PER CNB STD. DWG. NO. 116. -[•:5[]------+-------j-------+-------t--------+-------+--------+-------+--------t-------+---la::J- 132+00 133+00 q R l:!S I GU •1 R I •1 I I I ~I I I I •11 I II I I I I I [;_ Et lST R/W IEXIST CF -· I -r I I E~IST CF EXISli R/W I I I I I 134+00 135+00 I I I I I I I I I - _I -r I I I I I I I I I 136+00 >- I i 11 -, I I , I . ,. - ~.ct, - - - - -----------OCSD MH ---'° ,0------ T --- T T SCALE: T HORIZ: 1 "=20' VERT: 1 "=2' 137+00 T ,--- T .~ ~ COLD PLANED & 2" AC OVERLAY (BY OTHERS) NOTE: SEE SHEETS 16-19 FOR LOCATION OF TREE GRATES It 24" 60" 2411 ---------00 • : -,~~\~.\ /.} '..:':··.::~·::':t \_~ :\ .. ::·~:~ :L", ;>)-~t~t f;. C0 --------- : • ..;· I" , ·, I ------- -------. • . I • :~ , /t\r·<:\ i?;);_:, ,/:~-~;,,,, ///\:-;};:r/;;.. PEREL~~~~ii ___ ;g, • ,t-:-;1 '_', 1 ~l~~CUI ::\ :;, ELEVATION I I ~===~-========~-~~:~~:l~~---#4 DOWEL 5f' : I -------------- @ 12· (TYP) I I I I I I I I I A --------1---------t--=⇒=========--t ________ _ EXISTING L------------, --J -----~~;TING-- CURB INLET I STORM DRAIN NOTE: SEE CNB STD DWG. NO. 300 FOR DETAILS NOT SHOWN NTS ? 1p 210 4P SCALE: 1 "=20' ~ N L u_ E o_ <D en N n N '--. m N '--. n 0 C 0 [L / u, ~ , I; I ~ I I I I ! 3/15/23 I i .----'---------''----------'--....-----------.---,--.------.---------------------.------,----------.---------------------------------1-g REVIEWED: £ 3/15/23 RECORD DRAWING REVIEWED: _':;;. PREPARED BY: ,.. ENGINEERS ~~-------------- 0 N <D 0 MARIE MARSTON, RCE 38798 PATRICIA S. CARPENTER, PE '.'.?, DESIGN ENGINEER'S NAME ASSOCIATE CIVIL ENGINEER 2 1-----------------------~---------lu DESIGNED: DRAWN: -~ i-:,-=-=----'R'-"C+:-.,.-=:,---...;;M;..;;Si---1------4--------------------1-----1 DATE 10/11/21 1---------1 ~ CHECKED: MM DATE: lO 8 21 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF / ----------------------------------------------------------------------------------------~--------------------------~-------------------------------------------0 R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 100+00 TO STA. 108+85 MA T C H L I N E S T A 1 0 4 + 5 0 - S E E B E L O W 11 AS-BUILT BALBOA BLVD MEDIAN IMPROVEMENTS SIGNING AND STRIPING DETAIL A SIGNING AND STRIPING GENERAL NOTES (FOR SHEETS 11-14) LEGEND AND CONSTRUCTION NOTES 1-w w a::: I--en I ~ ~ ~~ ____ ,(22'),_ _____ ~ (13.5') '#16 (22') 1/ z 1/ / / 5• --"'-- ------,---i.;~-i--!f.'cir,- W11-2 W16-7P(MOD) R LENGTH PER PLAN I I LENGTH PER PLAN J'(TYP) 1.5'(TYP) T NTS w 6 CD <( w w en 0 LO + "-I" 0 ,..... i== en w z ...J I t) ~ ~ i LENGTH PER PLAN 1-w w a::: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREENBOOK), LATEST EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2D18. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD. REV J) DATED JANUARY 2014. THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. LINE @ 24" GAP I--en 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT WARNINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR THEIR REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. SNS , r 4" WHITE LINE T \ \ RJOA(CA) \ 8: 30AM-12: 30PM TUESDAY I W11-2 / E W16-7P(MOD) / I R30A(CA) / 8:30AM-12:30PM, / MONDAY / ----~--, I I I I __/.. I I I r , r, c!i' H ,', .J L o:i t 'I'. .l. 4" WHITE LINE I LENGTH PER PLAN 22· Q -lO 12.5' , r .J L 12.5' -. Q lO 22' • laaa lO ...IQ ,.,. Q ..., lO ,.,. ..., ~ ' .J L PARKING PAYMENT REQUIRED SIGN X2 T .l. R30A(CA) 8: 30AM-12: 30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12: 30PM, TUESDAY (FACING EAST) ~ PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8: 30AM-12: 30PM, MONDAY (FACING WEST) R30A(CA) 8:30AM-12:30PM, TUESDAY (FACING EAST) --Til_ -,e;e; ~ ~- 22· Q Q ....!D ll:i -,.,. @ ,2.5' , r , -'e) T R30A(CA) EXIST R/W PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8: 30AM-12: 30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12: 30PM, TUESDAY (FACING EAST) 8:30AM-12:30PM, MONDAY £EXIS~CF ---------------------,/-------'- 22· "'20'' 12.5' @ (TYP) , , r T , r • -., .J .l. CONST~ L J L PROP CF BALBOA BOULEVARD EXIST CF EXIST R/W R30A(CA) 22' EXIST~ PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8: 30AM-12: 30PM, MONDAY (FACING WEST) R30A(CA) 8:30AM-12:30PM, TUESDAY (FACING EAST) J' 2a-(TYF') (TYP) 11 T , r I .J L I i!2 "" I I I- I I I I I I 8: 30AM-12: 30PM TUESDAY R30A(CA) 8:30AM-12:30PM TUESDAY R30A(CA) 8: 30AM-12: 30PM, MONDAY I I I I I I I I EXIST CF I PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8:30AM-12:30PM, MONDAY (FACING WEST) R30A(CA) 8:30AM-12:30PM, TUESDAY (FACING EAST) PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8:30AM-12:30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12: 30PM, TUESDAY (FACING EAST) I -,,------ / \ I I \ I I -, I R30A(CA) 8: 30AM-12: 30PM, MONDAY J' ~J' Ki .. .J I I J' (TYP) I \ 22' I I I 20· (TVP) I -<el PR 22' EACH r '@ I 20· TTYP) \ \- \ I 12.5' , I I 7r T , r \, r • 'U \J =-= \_J ' ---@ , I I-,.... ,..... "" ~~ I R6-2CR) 1-w w a::: I--en I l-o 1-w w I en w w en LO CX) + r." CX) """ 0 ,..... J. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR S/GNAGE SHALL BE ACCEPTED BY THE ENG/NEER OR THEIR REPRESENTATIVE, PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214-''TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. SEE CITY STANDARD DRAWING NO. 924 . 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY CITY. 8. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CNB STD. DWG. NO. 902. 9. CROSSWALK WIDTHS ARE MEASURED INSIDE TO INSIDE. (12') 12· ~ ~ ~ CF EXIST PROP ct EXISTING TO REMAIN RELOCATE EXISTING SIGN INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC) ALL LANE LINE WIDTH SHALL BE 4" 4" WHITE PARKWAY STALL LINE, SEE DETAIL A ON SHEET 11 INSTALL THE "LOOK" STENCIL MARKING PER DETAIL A ON SHEET 14 INSTALL S/GN(S) AND POST IF REQUIRED AS NOTED REMOVE AND SALVAGE SIGN AND POST AS NOTED REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED PAINT RED CURB PAINT GREEN CURB INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED EXISTING WIDTH PROPOSED WIDTH EXISTING SIGN PROPOSED SIGN DIRECTION OF TRAVEL CURB FACE EXISTING PROPOSED CENTERLINE E Q_ c() .l. 12.5' J L .J L .l. _J ~ L .l. .J L CONST~ .l. PROP CF .l. .J L 12.5' .J i== en w CNB CITY OF NEWPORT BEACH CONST CONSTRUCTION n N " c() -::::_ n 0 22· BALBOA BOULEVARD EXIST CF EXIST R/W R30A(CA) 8: 30AM-12:30PM TUESDAY 22' z ---+-...J PM 50' 4" WHITE LINE I t) R30A(CA) 8: 30AM-12: 30PM TUESDAY n ~ __ ,I_ ~ MOD MODIFIED R/W RIGHT OF WAY SNS STREET NAME SIGN TYP TYPICAL VAR VAR/ES X-WALK CROSSWALK I J/15/23 I ?1!!!!!!!!!!!!!!1!1.p=;;;;;l2p~!!!!!!!!!!!!!!!!~4p f SCALE: 1 "=20' en <( / en G) ~ ,--P_R_E_P_A_R-ED_B_Y-,--------------.-R-EVI-EWE--D,------....---.-----.---------------------,,------.-A-P-PR_O_V-Al-RE_C_O_MM_E_N-DE_D_:-....-------------------------------18 / 0 N <D 0 MARIE MARSTON, RCE 38798 ANTONY BRINE, RCE 45521 '.'.?, DESIGN ENGINEER'S NAME CITY TRAFFIC ENGINEER 2 1----------------------,---------lu ,.. ENGINEERS ~~-------------- DESIGNED: DRAWN: -~ l-:".-=-=----'R'-"C+:-.,.-=:,---..;;M;.;;Si---1------4--------------------1------1 DATE 10/11 /21 ° CHECKED: MM DATE: 10 8 21 NO. DATE DESCRIPTION OF REVISIONS APPROVED 1--SH_E_E_T--O-F---1~ -------------------------------------------------------------------------------~--~---~----------------------------------------------------------------0 R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 108+85 TO STA. 118+05 BALBOA BLVD MEDIAN IMPROVEMENTS 12 MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 1 1 MA T C H L I N E S T A 1 1 3 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 1 3 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 1 3 SIGNING AND STRIPING LEGEND AND CONSTRUCTION NOTES AS-BUILT 1-w w 0::: I--en I l-a ,.... B SNS E R5-1 R6-2(l) PM 24" WHITE X-WALK LINE @ 24" GAP 6' 2" WHITE LIMIT LINE W11-2 W16-7P(MOD) , r T 'U R30A(CA) 8: 30AM-12: 30PM MONDAY 0 ;. 0 0 ...!!l. ~ r 22' 12.!@ EXIST R/W EXIST CF -= 'U A , PR 20' EACH r • \.J R30A(CA) 8: 30AM-12: 30PM MONDAY @) I I , f I I I I , I I 1- I I I I T I I I I 7 I PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8:30AM-12:30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12: 30PM, TUESDAY (FACING EAST) 7r T , r R30A(CA) 8: 30AM-12: 30PM MONDAY T , r 'U 22' 12.5' T 1-w w 0::: I--en I I- @ ~~-L ..L .J L .J L .L .J L .L CONST i .J L / .J L I 1-UJ UJ 0::: I--en I l-o, R11-2 W16-7P E (MOD) B 6' R11-2 - W16-7P (MOD) W11-2 R W16-7P(MOD) R3-18 12' O' 4" WHITE NE r \ .L 3' R30A(CA) 12.5' 22' ,,-r o ' \ • -----"'.-----=--- - ,s-RT PARKING PAYMENT REQUIRED SIGN X2 -~ R30A(CA) 8: 30AM-12:30PM, MONDAY (FACING WEST) R30A(CA) 8:30AM-12:30PM, TUESDAY (FACING EAST) R30A(CA) 8: 30AM-12: 30PM TUESDAY ARKING PAYMENT REQUIRE R 30A(CA) 8:30AM-12:30PM (FACING WEST) R30A(CA) 8:30AM-12:30PM (FACING EAST) SIGN X2 MONDAY TUESDAY PROP CF BALBOA BOULEVARD \ \ EXIST CF LEXIST R/W R30A(CA) 8: 30AM-12: 30PM TUESDAY EXIST i 2' EACH PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8: 30AM-12: 30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12: 30PM, TUESDAY (FACING EAST) PARKING PAYMENT REQUIRED SIGN X2 R30A(CA)8: 30AM-12: 30PM, MONDAY (FACING WEST) \ R30A(CA) 8: 30AM-12: 30PM, TUESDAY (FACING EAST) \ R30A(CA) I I 8: 30AM-12: 30PM, MONDAY PARKING PAYMENT REQUIRED SIGN X2 \ R30A(CA) 8: 30AM-12: 30PM, MONDAY \ R30A(CA) EXIST R/W (FACING WEST) 8: 30AM- I I I I I I 12.5' I -+ I I 22' I I R30A(CA) 8: 30AM-12: 30PM TUESDAY 13' PR R6-2(R) O' 4" WHITE INE 20' PR 1w ~ t; :i: ~~~ ~~l~ I. 8: 30AM-12: 30PM MONDAY EXIST RECORDED i _r;_ R30A(CA) 8:30AM-12:30PM, TUESDAY I \ 12: 30PM, f Ex_1s_T_c_F--;--;----(FAC-IN_G_E_As_T_)_...:;::®;:--::=:---=~-:::!::::/:I =f'\ \===::==M~O'-N--'D=A=Y'--'=c..\-=====~:=:I ( I 22' I @) 12.5' I I ---1 I I I , r I .J ,;; "" 't G) .L 12.5' 22' R30A(CA) 8: 30AM-12:30PM TUESDAY .J L j_ 0 . 0 0 _J!) ~ PR 3' (TYP T .L ~ 0 ll) 0 lO .... 0 I') J_ T 7 .JIX\..t. .L .J _J)_ L I I I I L I I I I CONST i , r .J L BALBOA BOULEVARD 22' 20.0· 20' 3•0' (TYP~ 1 -(TYP)±Tf T 7 r G_) 12.5' .L .J L .L 12.5' \ \ I I -1 \ \ \ , \ f,., a '.J n .J PROP CF I R6-2( ) T , ~50' 4" WHITE LINE ______ ..____ c ;;;;;:;;;;;:;;;;;:;;;;;:;;;;;::;;;;;:;;;;;-~-~~~~:;;;;;:;;;;;;;:;;;;;:;;;;;:;;:;;;;:""~;~EX;IS~T:i~:::====== 2 ;: 2 :;' ::::;;;:;:;~===7rr~\(~t~)l:;;:;;;:;;:;;;=::=~~~--- 1c PREPARED BY: ,.. ENGINEERS EXIST CF 8:30AM-12:30PM EXIST R/W TUESDAY R30A(CA) 8: 30AM-12: 30PM TUESDAY REVIEWED: ~~-------------- MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: APPROVAL RECOMMENDED: ANTONY BRINE, RCE 45521 CITY TRAFFIC ENGINEER i-::-,,-::-:,-,:::-......;.R;.;;.C+-:--,=-----'McaS-t----1----4------------------4-----1 DATE 10/11 /21 CHECKED: DA TE: MM 10 8 21 NO. DATE DESCRIPTION OF REVISIONS APPROVED 0 0 0 @ @ (12') 12' ~ ~ 4= CF EXIST PROP <t. CNB CONST MOD R/W SNS TYP VAR X-WALK EXISTING TO REMAIN RELOCATE EXISTING SIGN INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC) ALL LANE LINE WIDTH SHALL BE 4" 4" WHITE PARKWAY STALL LINE, SEE DETAIL A ON SHEET 11 INSTALL THE "LOOK" STENCIL MARKING PER DETAIL A ON SHEET 14 INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED REMOVE AND SALVAGE SIGN AND POST AS NOTED REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED PAINT RED CURB PAINT GREEN CURB INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED EXISTING WIDTH PROPOSED WIDTH EXISTING SIGN PROPOSED SIGN DIRECTION OF TRAVEL CURB FACE EXISTING PROPOSED CENTERLINE CITY OF NEWPORT BEACH CONSTRUCTION MODIFIED RIGHT OF WAY STREET NAME SIGN TYPICAL VARIES CROSSWALK 1,0 2p 4p SCALE: 1 "=20' I 3/15/23 I SHEET OF =, N L L,__ E Q_ N c() .. - n N '-.. c() .::::_ n 0 O' ;,, D O' C Q_ ·c: ~ CJ) D C 0 O' C C O' 1/) / u, ~ •-=, _D I u, <( / u, G) ~ D 0 u / 0 N <D 0 -n / u, ~ u -~ 0 L o__ / 0 R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 118+05 TO STA. 127+00 BALBOA BLVD MEDIAN IMPROVEMENTS 13 MA T C H L I N E S T A 1 2 2 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 1 2 MA T C H L I N E S T A 1 2 2 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 1 4 SIGNING AND STRIPING LEGEND AND CONSTRUCTION NOTES AS-BUILT BALBOA BOULEVARD I I I I I I I I I I I - I-w w 0::: I-en I I-CX) 1-w w 0::: I--en I I-r--- - 1iij~ 24" GAP LIMIT LINE E BUS STOP SIGN c ~=- R11-6 W16-7P(MOD) (D 50' 4" WHITE LINE , r T R30A(CA) 8: 30AM-12: 30PM MONDAY PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8:30AM-12:30PM, MONDAY R30A(CA) (FACING WEST) MONDAY (FACING EAST) SNS R30A(CA) 8:30AM-12:30PM MONDAY [rEXIST R/W 8:30AM-12:30PM R30A(CA) 8:30AM-12:30PM, TUESDAY [EXIST CF--+----EM-1 =~~-:=-----~---'EACH I '~t-1' ::..::..::..::..::..::..::..::..::..::..::..::.:::.:::.:::::::::::::::::::::::::::::::::::c~======1, =====_ =_ ~-:_ :_ :_;;'-:_ :_ :_ :_ =-=-=-:_ :_ =-:_ =-:_ =-:_ :_ :_ :_ :_ :_ :_ :_:c=1_r:.==s:r=========;;:_ r_1_1 ~ 22' 0 0 ..!a. It) -'I- J_ 12.5' , r T "' \I f'I .J L .J. .J L 0 r .J L ft 0 I " .J. T ~ (1YP) 22· r 12.5' , r T , T 1 I '[ .J 1-w w 0::: I--en I I-r--- 0 0 ~ IO "l 12.5' .J L CONST <t .J L PROP CF ✓ 12.5; I J .J I PR 20' ?50' 4" WHITE LINE -_:~~~~ --~ - - ----- D9-6 I E R30A(CA) (MOD) X 8: 30AM-12: 30PM I 45' TUESDAY \ PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8: 30AM-12: 30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12: 30PM, TUESDAY (FACING EAST) 12" WHITE LIMIT LINE I I I BALBOA BOULEVARD I I 22' 9 PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8:30AM-12:30PM, MONDAY (FACING WEST) R30A(CA) 8:30AM-12:30PM, TUESDAY (FACING EAST) EXIST CF EXIST R/W R30A(CA) E 8: 30AM-12: 30PM TUESDAY PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8:30AM-12:30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12: 30PM, TUESDAY (FACING EAST) R30A(CA) 8: 30AM-12: 30PM MONDAY I I 22' I PR 3' R30A(CA) 8: 30AM-12: 30PM MONDAY PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8: 30AM-12: 30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12: 30PM, TUESDAY ' 25'PR ~ R30A(CA) 8: 30AM-12: 30PM TUESDAY - R30A(CA) 8:30AM-12:30PM MONDAY I I PR 3' 0 It) JL EXIST R/W EXIST CF (FACING EAST) ~ PR3' 12' r - PR 8' R11-2 W16-7P(MOD) I I I I I' PM 50' 4" WHITE LINE I I . ----0 R11-2 , r I ,_ I I I I .J L .J. 50' 4" WHITE M LINE W16-7P~~QD1 E ~ ;p 5' EACH§7o R30A(CA) 8: 30AM-12: 30PM TUESDAY --..:::::,, ~ ,c:::::::JO --..:::::,, , r .J L o· 0 It) 'I- 4D.O' "PEDi- T .J. 0 "l 22' 12.5' , r ,, .J L >< :::::;;;e:: 12.5' G'"> ~ G'"> 22' ·1 _J~iot "XING" PM ------I'---l[-----¥~~-~~--==-='l,=,-~ f J_ f r 20' r -(~•r(TYPr 20' -1 Tn'P) 22· PM 50' 4" WHITE LINE , I ~r I I I r Tl , r T , I • .J (!) L .J. .J L .J. PROP CF CONST <t ' EACH PR 3' EACH EXIST CF R30A(CA) EXIST R/W 8: 30AM-12: 30PM TUESDAY PREPARED BY: PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8: 30AM-12: 30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12:30PM, TUESDAY (FACING EAST) REVIEWED: PR 3' (TYP) 12.5' I / I I I T I I I , r \ I /.JL .J I 20, PR I 12.5' T 22· "'-==EXIST <t- i • R30A(CA) 8: 30AM-12: 30PM TUESDAY 25' PR " @ ~ @ 2 - I \- ,.. ~~-------------- ENGINEERS MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: APPROVAL RECOMMENDED: ANTONY BRINE, RCE 45521 CITY TRAFFIC ENGINEER i-:-,,=,-,:::-.....;.R;.;;.C+-:-,=-----'McaS-t,...._-l-___ 4-_________________ 4-__ --I DATE 10/11 /21 CHECKED: DA TE: MM 10 8 21 NO. DATE DESCRIPTION OF REVISIONS APPROVED 0 0 @) @ ® (12') 12' ~ ~ <:==, CF EXIST PROP (1_ CNB CONST MOD R/W SNS TYP VAR X-WALK EXISTING TO REMAIN RELOCATE EXISTING SIGN INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC) ALL LANE LINE WIDTH SHALL BE 4" 4" WHITE PARKWAY STALL LINE, SEE DETAIL A ON SHEET 11 INSTALL THE "LOOK" STENCIL MARKING PER DETAIL A ON SHEET 14 INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED REMOVE AND SALVAGE SIGN AND POST AS NOTED REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED PAINT RED CURB PAINT GREEN CURB INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED EXISTING WIDTH PROPOSED WIDTH EXISTING SIGN PROPOSED SIGN DIRECTION OF TRAVEL CURB FACE EXISTING PROPOSED CENTERLINE CITY OF NEWPORT BEACH CONSTRUCTION MODIFIED RIGHT OF WAY STREET NAME SIGN TYPICAL VARIES CROSSWALK ? 1p 30 4f SCALE: 1 "=20' I 3/15/23 I SHEET OF =, N L u_ E Q_ n c() .. - n N " c() -::::_ n 0 O' ;,, "O O' C Q_ ·c: ~ CJ) "O C 0 O' C C O' 1/) / u, ~ --=, .D I u, <( / u, G) ~ "D 0 u / 0 N <D 0 -n / u, ~ u -~ 0 L o_ / 0 R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 CIVIL WORKS FROM STA. 127+00 TO STA. 135+85 BALBOA BLVD MEDIAN IMPROVEMENTS 14 MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 1 3 MA T C H L I N E S T A 1 3 2 + 2 0 - S E E B E L O W MA T C H L I N E S T A 1 3 2 + 2 0 - S E E A B O V E SIGNING AND STRIPING DETAIL "A" LEGEND AND CONSTRUCTION NOTES AS-BUILT BALBOA BOULEVARD IS L A N D A V E N U E PM 24" WHITE X-WALK LINE @ 24" GAP I PARKING PAYMENT REQUIRED SIGN X2 I I I-R R30A(CA) 8: 30AM-12: 30PM, MONDAY (FACING WEST) I w R30A(CA) 8: 30AM-12: 30PM, TUESDAY (FACING EAST) I w I 0:: I I I-n 12" WHITE LIMIT LINE I I (j) I R30A(CA) I I R11-2 I I r;15' E W16-7P(MOD) I E 8: 30AM-12: 30PM (; EXIST R/W I-MONDAY I co I ~180' !EXIST CF I I ? 50' 4" WHITE I I LINE ; I I I . ' I I L I : ' !3 _J I I ~·~ , , , I/ I I ,1 214.0' I I 5' . I I 22' ,.__ W11-8 R30A(CA) 8:30AM-12:30PM, MONDAY (FACING WEST) r0 CNB GUIDE SIGN R30A(CA) 8:30AM-12:30PM, TUESDAY (FACING EAST) rill oc BUS SIGN r@ PARKING PAYMENT R30A(CA) REQUIRED SIGN X2 8:30AM-12:30PM MONDAY PM "XING" 5'~ r-€0"PED" -I - - • ' 40.0' 22' ~ ~~1~ ~ / w :::) z w ~ 0 z <( _J (j) - I ~ ' ' ,Cl ' , ' SNS E "HISTORICAL MUSEUM" PM 4 • WHITE X-WALK LINE @ 24. GAP ,-@12" WHITE LIMIT LINE "CLEAR"@)-- R30A(CA)icl_ 8: 30AM-12: 30PM ~ MONDAY "30 MINUTES PARKING" PARKING PAYMENT REQUIRED SIGN X2ID- R30A(CA) 8:30AM-12:30PM, MONDAY (FACING WEST) R30A(CA) 8:30AM-12:30PM, TUESDAY (FACING EAST) R3-4 ~ R30A(CA) 8: 30AM-12: 30PM 25' MONDAY "30 MINUTES LIMIT LINE PM 12" WHITE•~ PARKING" ~22· I ~95' I JCT I rTcvl I ' \ 104' \ 4 • WHITE LINE 6)5 ~ 9' cp_' ~)50' _\ \ I PR 5' PG 22' PR 6' 22' A ' ~~ I I PR J' (TYP) B I ,_ I PR 26.5' EACH 3.o' I \ 0 0 ' ';)/ ©J 1--IO, ~ -- --20' -(1YP) -t-20' -- ---~ 50' 4" WHITE - --I I ~ -' I 12.5' r9 ~ (TYP) = 12.5' L..&...11 \ 5' €;23' -PROP CF ?20' -(@) I >< """"-(@) 1-I LINE . ~"' s:-~-,-, T , T -~ , r T , r , I 8' -~ ~ 1/ T , r I ID~«;; C!~ j ./. J /;_~ ~h~~ E ' C! >" I . --' '-• . ,~o .. ~"" ' ,; .,. 00 EP ~., C.• ' ·~ ., --r, I , . .. . !,,4,, ,) ' ' -" ... " (is·,-( -If,-, IT , Q ..;...:. .. ..:.·b .~;::~·, "l ' ' ---.:,+-~ " ,,-./ ' \I \ ' \I Vv CO ~ ·w \I ' " ''-\ ' " ' -· -.,, ' I < , . -.. , . ' ' iil(1<'-:' )'' R6-2(R) ~ / " ;J C ' ' ' , '' ,,,.i ~"~ )-"'f /:.,,. I "Ci:."' ~£ -, L .J: L ..L J L ~~ROP CF L J L ..L J L R11-2 L co __ ,__ .J L J L --\ E , ,, I ~ R11-2 W16-7P MOD I~~ R W16-7P(MOD) 12.5' g CONST Cf.-\ I~ 12' 4" WHITE LINE CONST~ \ I ~ I " I I ' "' -Iµ,.. ~ rn~ )AT\ 12' - m \ \ ~8' EMERGENCY ACCESS KEEP CLEAR 25' - - . - - -- -0 IO --- 22' A 9 ,. IEPij 'I 1/\ t it) ' \ - --. I ~ I PR 4' PR 2' EXIST CF RS R30A(CA) 8: 30AM-12: 30PM EXIST R/W TUESDAY R30A(CA) IS 8: 30AM-12: 30PM TUESDAY PM 50' 4" WHITE LINE E R30A(CA) 8: 30AM-12: 30PM, MONDAY PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8: 30AM-12: 30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12: 30PM, TUESDAY (FACING EAST) ■-----1--rf..--:,----+-------------------~--· ~-~=============+=r-==~ 23' 1EPa 17 0 • IO C! IO ~ 0 ~ It) 0 st IO r , L J ..L --.:::::::,0 QC BUS SIGN R30A(CA) 8: 30AM-12: 30PM TUESDAY 40.0' PM "PED" R3-4 PARKING PAYMENT REQUIRED SIGN X2 "PUBLIC LIBRARY SIGN" l I I I I I I f- ,, r / 0 ii:' \I 22' 12.5' T 1 ..L J L 12.5' CONST~ T JL ,;;>e) T 7 F (1YP) , r PROP CF .J L BALBOA BOULEVARD 22' PM "XING" EXIST CF EXIST R/W R30A(CA) 8: 30AM-12: 30PM TUESDAY - - - - \_EXIST~ , - - -~ - 22' 50' 4" WHITE LINE 1\1 PR 3' R30A(CA) RS 8: 30AM-12: 30PM IS TUESDAY R30A(CA) 8: 30AM-12: 30PM TUESDAY R30A(CA) 8: 30AM-12: 30PM MONDAY EXIST R/W EXIST CF ' \ -' \ PM \ " \ S, \ Ii \ ~~ \ PR 3' \ \ \ \ E "PARKING LOT RIGHT LANE BALBOA ISLAND FERRY USE RIGHT LANE" (VAR) W11-8 R R11-2 W16-7P MOD Ry ' ® - ~ \I V I I ! . PR 10' @25, R6-2(R' PARKING PAYMENT REQUIRED SIGN x~1£} R30A(CA) 8: 30AM-12: 30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12: 30PM, TUESDAY (FACING EAST) ~ SNS R3-1 R5-1 - I) I 50' 4" WHITE PM LINE r-@w,1-2 / W16-7P(L) ~ I I 187' I ./ @I ~ -20~ --R4-7(CA) R3-18 I T 1 = I J I I I -t- 1 I I (1YP) I - (13') , (13') (22') PARKING PAYMENT REQUIRED SIGN X2 R30A(CA) 8:30AM-12:30PM, MONDAY (FACING WEST) R30A(CA) 8: 30AM-12:30PM, TUESDAY (FACING EAST) PREPARED BY: fl{ 0 ~50' 4" WHITE PM LINE (18') (12') (VAR) (18') - '.-~fl~--== 1 ~iiit.__E-=P-;;;;;;;;;; R30A(CA) 8: 30AM-12: 30PM TUESDAY REVIEWED: ~1~~ I ~ ~ SNS W11-2, W16-7P(L) R30A(CA), 8: 30AM-12: 30PM TUESDAY - - - ' I-a. ~8' ~r~~ ~ ------- ,.. ~ ~l---+-----f-----------1------1 ENGINEERS MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 12.5' , . .rr . ~] ' ~35' J 12.5' - -- "'~ ■ I APPROVAL RECOMMENDED: ANTONY BRINE, RCE 45521 CITY TRAFFIC ENGINEER RC MS DATE 10/11/21 t-C""H-:::E°"'CK-:::E:::-D:-""MM'+:D-,-A=TE:-: _1_0_8..=;21-1--N-O-. +--D-A_TE_-+-D-ES-C-RI-PTI_O_N_OF-RE_VI_S_IO_N_S-----------+A_P_P-RO-VE----ID 0 0 @ @) @ (12') 72' ~ ~ <:==, CF EXIST PROP i CNB CONST MOD R/W SNS 1YP VAR X-WALK EXISTING TO REMAIN RELOCATE EXISTING SIGN INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC) ALL LANE LINE WIDTH SHALL BE 4" 4" WHITE PARKWAY STALL LINE, SEE DETAIL A ON SHEET 11 INSTALL THE "LOOK" STENCIL MARKING PER DETAIL A ON SHEET 14 INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED REMOVE AND SALVAGE SIGN AND POST AS NOTED REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED PAINT RED CURB PAINT GREEN CURB INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED EXISTING WIDTH PROPOSED WIDTH EXISTING SIGN PROPOSED SIGN DIRECTION OF TRAVEL CURB FACE EXISTING PROPOSED CENTERLINE Cl1Y OF NEWPORT BEACH CONSTRUCTION MODIFIED RIGHT OF WAY STREET NAME SIGN TYPICAL VARIES CROSSWALK PREFORMED THERMOPLASTIC MARKING -MATCH EXISTING 8" WHITE LETTERS ON LIME GREEN BACKGROUND TOTAL SIZE : 12" BY 36" 9 1,0 2p SCALE: 1 "=20' I 3/15/23 I SHEET OF =, N L u. E 0. "" c() " ~ n N '-., c() ~ n 0 O' ;,, 'O O' C 0. 'C: ~ CJ) 'O C 0 O' C C O' 1/) / u, ~ ,_ =, .D I u, <( / u, G) ~ D 0 u / 0 N <D 0 ~ n / u, ~ u 'Cl!. 0 L o_ / 0 COMMENTSJOINTFINISHCOLOR A PAVING TYPE DESCRIPTION PATTERN FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. [PRIMARY LOCATION(S)] PERMEABLE CONCRETE PAVER SAND FILLEDTM GRIND SEE DETAIL 2, SHEET 20 PROVIDE 4x4 MOCKUP PER SPECIFICATION CATINA BLEND RUNNING BOND (PARALLEL TO CURB EDGE) - AQUA-VIA BY ACKER-STONE [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 15 FOR COMPLETE PAVING SCHEDULE PAVING FINISH SCHEDULE 1 CONSTRUCTION CALLOUTS 4'x6' Tree Grate, See Detail 1, Sheet 20 C Curb/Gutter, Refer to Civil Plans Existing Cabinet, Protect in Place B A E D G F J H L K M Sign, Refer to Signing and Striping Plans Street Pavement, Refer to Civil Plans Striping, Refer to Civil Plans Existing Light Pole, Protect in Place Catch Basin, Refer to Civil Plans CONSTRUCTION ITEMS BY OTHERS Existing Curb, Protect in Place Existing Water Meter, Protect in Place Existing Manhole, Refer to Civil Plans Existing Pull Box, Refer to Civil Plans Relocated Light Pole, Refer to Civil Plans R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT FOR ADDITIONAL CONSTRUCTION INFORMATION NOT MENTIONED IN THESE GENERAL CONSTRUCTION NOTES, REFER TO SPECIFICATION SECTIONS. CONFORM WORK TO REQUIREMENTS OF LATEST ADOPTED EDITION OF CALIFORNIA BUILDING CODE, GREEN BOOK, AND OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. DIMENSIONS INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, PAVING, CURBS, ETC. UNLESS INDICATED OTHERWISE ON DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND ACTUAL FIELD CONDITIONS, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE FOR CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND RELATED STRUCTURES. TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. DO NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. BE RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS WORK RELATED TO PROPER EXECUTION OF CONTRACTOR'S WORK. GENERAL CONSTRUCTION NOTES: AB ANCHOR BOLTS ABBREV ABBREVIATION (S) AC ASPHALT CONCRETE AD ACCESS DOOR ADA AMERICAN WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR ALUM ALUMINUM ALT ALTERNATIVE APPR APPROVED APPROX APPROXIMATE(LY) AWL ABOVE WATER LEVEL BD or BRD BOARD BLDG BUILDING BLK BLOCK BM BEAM BOB BOTTOM OF BEAM BOC BACK OF CURB BOH BACK OF HOUSE BOT BOTTOM BOW BOTTOM OF WALL C/C CENTER TO CENTER CB CATCH BASIN CER CERAMIC CEM CEMENT CIP CAST IN PLACE CJ COLD (CONTRACTION OR CONSTRUCTION) JOINT CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CSK COUNTERSINK DET DETAIL DF DRINKING FOUNTAIN DG DECOMPOSED GRANITE DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIR DIRECTION DBL DOUBLE DN DOWN DO DOOR OPENING DR DOOR DWG or DRWG DRAWING EA EACH EOP EDGE OF PAVING ELEC ELECTRICAL ELEV or EL ELEVATION EQ EQUAL EQUIP EQUIPMENT EXIST or (X) EXISTING EJ EXPANSION JOINT EW EACH WAY EXT EXTERIOR FAD FIELD ART DIRECTED FIN FINISH FIXT FIXTURE FF FINISHED FLOOR PED PEDESTRIAN PA PLANTING AREA PC PORTLAND CEMENT PCP PORTLAND CEMENT PLASTER PL PLATE PIP POURED IN PLACE PLAS PLASTER PLYWD PLYWOOD POS PURCHASING OPERATING STATION PR PAIR PREP PREPARATION PROJ PROJECTION PTD PAINTED PTF POUND TO FIT PTM PATCH TO MATCH PVC POLYVINYL CHLORIDE QT QUARRY TILE R RISER R or RAD RADIUS RP RADIUS POINT RD ROOF DRAIN RE or REF REFERENCE REFL REFLECTED REINF REINFORCE REQ'D REQUIRED RES RESILIENT RM ROOM RO ROUGH OPENING SCH SCHEDULE SECT SECTION SHT SHEET SIM SIMILAR SIMUL SIMULATED SMH SEWER MANHOLE SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL STA STATION STD STANDARD STL STEEL STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL T TREAD TBD TO BE DETERMINED T & G TONGUE & GROOVE THK THICK TOC TOP OF CONCRETE or CURB TOF TOP OF FOAM TOP TOP OF PARAPET TYP TYPICAL TOW TOP OF WALL TR TOP OF ROCK FO FINISHED OPENING FOC FACE OF CONCRETE FOS FACE OF STRUCTURE FG FINISH GRADE FRC FIBER REINFORCED CONCRETE FH FIRE HYDRANT FRP FIBER REINFORCED PLASTIC FD FLOOR DRAIN FS FINISH SURFACE FSD FULL SIZE DETAIL FT FEET FTG FOOTING GA GAUGE GL GLASS GALV GALVANIZE(D) H HIGH HDWD HARDWOOD HORIZ HORIZONTAL HP HIGH POINT ID INSIDE DIAMETER IJ ISOLATION JOINT INSUL INCH IN INSULATION INT INTERIOR INFO INFORMATION LEV LEVEL LT LIGHT LTG LIGHTING LTWT LIGHT WEIGHT MAINT MAINTENANCE MAT'L MATERIAL MAX MAXIMUM MB MACHINE BOLT MECH MECHANICAL MET METAL MFR MANUFACTURER MH MAN HOLE MISC MISCELLANEOUS MO MASONRY OPENING MIN MINIMUM (N) (NEW) NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OFI OWNER FURNISH ITEM OFCI OWNER FURNISH / CONTRACTOR INSTALLED OFOI OWNER FURNISHED / OWNER INSTALLED OPN'G OPENING OPP OPPOSITE ABBREVIATIONS: ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. NOTIFY OWNER'S REPRESENTATIVE, FIRST, TO REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING CONSTRUCTION OPERATIONS. PAVING AND SEALANT MOCK-UPS ARE REQUIRED FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION, REFER TO SPECIFICATION FOR COMPLETE MOCK-UP CRITERIA. ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. VERIFY PROPERTY LINES PRIOR TO COMMENCING CONSTRUCTION WORK. REFER TO NEWPORT BEACH'S STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING WALKS, FOOTINGS, WALLS AND OTHER STRUCTURES. DETAILED LAYOUT INFORMATION IS AVAILABLE IN ELECTRONIC FORMAT. THE LAYOUT OF ALL THE ELEMENTS OF THESE PLANS ARE LINKED, AND LAYOUT OF THE HARDSCAPE ELEMENTS IS DEPENDENT ON CORRECTLY POSITIONING THE PLANTING ELEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ELEMENTS CONSISTENTLY WITH ALL OF THE PLANS. CAD DRAWINGS IN ELECTRONIC FORMAT WILL BE MADE AVAILABLE AT NO CHARGE. SHEETS 16 THRU 19 ILLUSTRATE PAVEMENT SURFACE TREATMENT, JOINTING, AND OTHER AESTHETIC TREATMENTS. SEE CIVIL PLANS FOR VERTICAL AND HORIZONTAL CONTROL. NOTE: QUANTITIES SHOWN ON PLANS FOR OWNER INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES SHOWN FOR ALL MATERIALS SPECIFIED. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 1. THE CONTRACTOR SHALL FULLY COORDINATE WITH OTHER CONTRACTORS AND GOVERNMENTAL ENTITIES WITH JURISDICTION ON THE SITE AS REQUIRED. 2. PROVIDE EXPANSION JOINTS IN ALL LOCATIONS WHERE CONCRETE PAVING ABUTS STRUCTURES, TYPICAL. EXAMPLES WHERE JOINTS ARE REQUIRED INCLUDE, BUT ARE NOT LIMITED TO ALL COLUMNS, POSTS, WALLS AND BUILDINGS. 3. ALL TRANSITIONS, EDGES AND JOINTS TO BE CLEAN, SMOOTH AND LEVEL, TYPICAL. 4. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING HARDSCAPE AND PLANTING INDICATED BY THE PLANS TO REMAIN. 5. SEE HARDSCAPE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION AND COORDINATION. 6. SUBMIT SAMPLES OF ALL MATERIALS TO OWNER FOR APPROVAL, PRIOR TO INSTALLATION OR USE, SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. HARDSCAPE NOTES 15 UNO UNLESS NOTED OTHERWISE VAR VARIES VEH VEHICULAR VERT VERTICAL VIF VERIFY IN FIELD W WIDE W/ WITH W/OUT WITHOUT WC WATER CLOSET WD WOOD WI WROUGHT IRON WKPT WORKING POINT WL WATER LEVEL WP WATERPROOFING LANDSCAPE CONSTRUCTION NOTES AND LEGEND BALBOA BLVD MEDIAN IMPROVEMENTS PREPARED BY: Rabben/Herman RE\1El'ED: I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' I j I\ 10-27-2021 AIIEllUI fl RE\1El'ED: j ~ D.1-15-2023 ABDD DRAIN: DAN HERMAN t----+---+-----------------+------1 PA'lllaA S. CMPEN1ER. PE LNl>SCNIE ARCH1EC1's NMIE ASSOaAlE CM. ENGi EP DESIGN~ DRA• Ill IJEaCFD: DH DAlE:10--NQ. DAlE DESml110N IF REVISIONS DA1E _____ _ APPRCMD ~ C, E I ... •• CD I s ~ ! } 4 I j ... -f s i .g I J/15/23 I ' i s J 'J Ill I Cit I 2 SIEEI' IF "' 6: PA 18' BTH 15' BTH PAPA F A 1 Typ. Typ. F A Typ.A Typ.A Typ. 1 Typ. 1 Typ. 1 Typ. A B B Typ. B Typ. E PA PAPA A Typ. 3 ' - 0 " 3 ' - 0 " 1 0 0 + 8 0 . 8 6 1 0 1 + 2 3 . 8 6 1 0 1 + 6 6 . 8 6 1 0 2 + 7 2 . 7 6 1 0 3 + 1 5 . 7 6 1 0 3 + 5 8 . 7 6 J HH D D C C A CONST CL CONST CL CONST C 18' BTH15' BTH 20' BTH PA PA PAATyp. F F A Typ.A Typ.A Typ. 1 Typ. 1 Typ. 1 Typ. 1 Typ. A B B Typ. E EABTyp.A Typ. J PA PA PA 3 ' - 0 " 3 ' - 0 " 1 0 5 + 2 1 . 9 6 1 0 5 + 6 4 . 9 6 1 0 6 + 0 7 . 9 6 1 0 7 + 1 1 . 5 2 1 0 7 + 5 4 . 5 2 1 0 7 + 9 7 . 5 2 H H D D D C C CONST CL CONST CL COLOR A PAVING TYPE DESCRIPTION 1 CONSTRUCTION CALLOUTS 4'x6' Tree Grate, See Detail 1, Sheet 20 C Curb/Gutter, Refer to Civil Plans B A E D F Sign, Refer to Signing and Striping Plans Street Pavement, Refer to Civil Plans FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. [PRIMARY LOCATION(S)] PERMEABLE CONCRETE PAVER CATINA BLEND AQUA-VIA BY ACKER-STONE Striping, Refer to Civil Plans Catch Basin, Refer to Civil Plans [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 15 FOR COMPLETE PAVING SCHEDULE CONSTRUCTION ITEMS BY OTHERS PAVING FINISH SCHEDULE Existing Curb, Protect in Place Existing Manhole, Refer to Civil Plans Existing Cabinet, Protect in Place J H Existing Light Pole, Protect in Place Existing Manhole, Refer to Civil Plans Existing Pull Box, Refer to Civil Plans R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 16 FROM STA. 100+00 TO STA. 108+85 12 T H S T R E E T 11 T H S T R E E T 11 T H S T R E E T BALBOA BOULEVARD BALBOA BOULEVARD MA T C H L I N E S T A 1 0 4 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 0 4 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 1 7 10 T H S T R E E T HARDSCAPE PLANS (12TH STREET - 10TH STREET) 2 HOUSE# 1148 HOUSE# 1144 HOUSE# 1140 --<-'.:i \' ! ;~ _\ -, --'""-C z.--- ' '1,C -I ---' jl1-'/,_' ' ) 3;'.-a--I ' ;7:i ,, ~:/ ',\~:" 0- HOUSE# 1136 HOUSE# 1132 HOUSE# 1128 HOUSE# 1124 _L V-9 ,. ') t~&-- ~ 1..::> ":/ HOUSE# 1120 HOUSE# 1116 HOUSE# 1112 _J I I HOUSE# 1108 I \~%~- I I HOUSE# 1104 HOUSE #11 OD , I 8~) j' / ~ I (_) ,o -c, =-o FD ~u -0 (' I u I 10 -o _J --------------~e-------~---------------------------=~~--_/ FD --~ 0 ------ 0 ------u ---~,-HJ I N72"33'57"W FO --FO -----FC -----" -----=-'.', ----FC) ----FC ---- LJJ.85' ----+--- '..: ----=-n ------,---FC) ----IC ----- T I I I I I I I --,5~;~'-'-' -----r':?-+'.~ll''+ __ ----~-~-------r'll\'1.-"\ -----"-,'f1---~~---~--------'-~il /" i r-: \ 1 1=--1 i I I HOUSE# 1149 HOUSE# 1145 HOUSE# 1141 I HOUSE# 1139 HOUSE# 1133 HOUSE# 1129 HOUSE# 1125 HOUSE# 1115 HOUSE# 1113 HOUSE# 1111 HOUSE# 1105 v-o ( \:),g ',,- 1 Ii " I HOUSE# 1050 I / I \f-_·1'1 -},~, ,~Y------r·'"·=--------~----! •\ --'--,..L -/ HOUSE# 1040 HOUSE# 1038 \ \~ / ·,, -----------~- HOUSE# 1036 HOUSE# 1034 I ----------_____ 1ik---- -I u ----FO -----FO ----~; ,o ------o -- 1 ~ : IU I HOUSE# 1028 HOUSE# 1024 _____ __,/_ I 0 HOUSE# 1022 HOUSE# 1016 HOUSE# 1012 HOUSE# 1008 HOUSE# 1004 t,',C'J' ~---------''-----~c---\~\I ~---;,--+S~W" •:t._j ',~) -~ -C, ---FO ----Fn -----10 -----c, --- HOUSE# 1000 ,o I I I I FO I I I ■lcc,:,'"'c"',L""J --+/-~i,· ======3::-=--=---====-1 -----ar,:";.C:, ====±ii'~ I I-=-' /'Y ~ -----==l==tc-)"_" 5 =: -======1:8":'t=:::c=====c==::J:8='~--======,7,1;,:":'·::-::. =--====~======f'-m~,;r_,---------=:::::::::====c:=tE"srtl:====--1 "~--+--1 F!'':' c:=======~,~-:-:;,.__~===mi c/' '."=' i------=- -+---r -=~~ ~--'Cl :i I -''°'0 -~ I :, "-~;:, ·=-----"'w I I I I FC) HOUSE# 1051 N72"33'57"W ------'-'-'-"'-'- FO HOUSE# 1045 HOUSE# 1041 'F - ~ :._: -----FC) -----FO ----- HOUSE# 1037 HOUSE# 1035 HOUSE# 1033 HOUSE# 1025 .:..,.,.. I I I -<-~-0 \\ /: ' ;-:_-;_ '}it:: ·-:Z~:f -i \\-------=g..+-, "-'./ I I I I I ~ :._; -----FD -----FC) -----:._; ----FC) ----FC) ----'' ----+- u I 1- 1 I I I @D __ ')---~~---------~------~(bl"'i:,"',--~------------~,------=;~'\ I 1------r----~='=--il (, 'a------+ I I I I I 1 HOUSE# 1021 HOUSE# 1017 I HOUSE# 1015 HOUSE# 1009 HOUSE# 1005 I HOUSE# 1001 I I PREPARED BY: 10-27--2021 AIIIEIIUil f1 Rabben/Herman DM IERMM LNl>SCAPE MCtllEC1's NAME 03-16-21123 RECORD DRAIINC HOUSE# 1101 ~ ~: I I RDE1ED: PAlRICIA S. CARPEN1ER, PE ASSOCIAlE aw. ENGi ER 0 0 0 0 0 0 0 0 0 0 I I :3/15/2:3 I E I -.a s ~ f J IL t ~ -J, -.. f ~ i -8 1Q 2p SCALE: 1 • =20' 4p ' 1 s J l Ill I at I I! CF ,.. d: COLOR A PAVING TYPE DESCRIPTION 1 CONSTRUCTION CALLOUTS 4'x6' Tree Grate, See Detail 1, Sheet 20 C Curb/Gutter, Refer to Civil Plans Existing Cabinet, Protect in Place B A E D G F J H Sign, Refer to Signing and Striping Plans Street Pavement, Refer to Civil Plans FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. [PRIMARY LOCATION(S)] PERMEABLE CONCRETE PAVER CATINA BLEND AQUA-VIA BY ACKER-STONE Striping, Refer to Civil Plans Existing Light Pole, Protect in Place Catch Basin, Refer to Civil Plans [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 15 FOR COMPLETE PAVING SCHEDULE CONSTRUCTION ITEMS BY OTHERS PAVING FINISH SCHEDULE Existing Curb, Protect in Place Existing Manhole, Refer to Civil Plans Existing Pull Box, Refer to Civil Plans 15' BTH 18' BTH PA PA PA F F A Typ.A Typ.A Typ. A Typ.1 Typ. 1 Typ. 1 Typ. 1 Typ. AE B B B A E Typ. Typ. A Typ. J PA PA PA 3 ' - 0 " 3'-0 " 1 0 9 + 6 2 . 3 3 1 1 0 + 0 5 . 3 3 1 1 0 + 4 8 . 3 3 1 1 1 + 4 9 . 0 3 1 1 1 + 9 2 . 0 3 1 1 2 + 3 5 . 0 3 1 1 2 + 7 8 . 0 3 H H Relocate Per Civil PlansD D C C CONST CL CONST CL 18' BTH 15' BTH PA PA PA F F A Typ.A Typ. A Typ. A Typ.1 Typ. 1 Typ. 1 Typ. 1 Typ. B B B Typ. Typ. EATyp.A Typ. J B Typ. PA PA PA E G 3 ' - 0 " 3'-0 " 1 1 4 + 4 1 . 4 6 1 1 4 + 8 4 . 4 6 1 1 5 + 2 7 . 4 6 1 1 6 + 6 4 . 9 5 1 1 7 + 0 7 . 9 3 1 1 6 + 2 1 . 9 6 H H D D D D D D C C A CONST CL CONST CL R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 17 FROM STA. 108+85 TO STA. 118+05 10 T H S T R E E T 9T H S T R E E T 8 T H S T R E E T 9T H S T R E E T BALBOA BOULEVARD BALBOA BOULEVARD MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 1 6 MA T C H L I N E S T A 1 1 3 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 1 3 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 1 8 HARDSCAPE PLANS (10TH STREET - 8TH STREET) 2 2 I I I , I I I I I I I I I I I t- I I I I -- r C ' N 11 " ' ~- HOUSE# 934 HOUSE# 932 HOUSE# 930 HOUSE# 926 Tl --0- u ., FO ' V u - r'})~ [/ :ii1 I - -I ,_"J I I I I I I I I I I HOUSE# 951 I HOUSE# 945 I HOUSE# 941 I HOUSE# 943 I I I I I I I I I I I HOUSE# 824 HOUSE# 822 I HOUSE# 820 I HOUSE# 818 I I L _ 1-=--=---=;;:-t:cL HJ----rO--- --0 --,--,--,~ =---· ------- HOUSEi/ 924 HOUSEi/ 922 HOUSE# 920 HOUSE# 918 HOUSE# 916 I U rO 1 T '-0 HOUSE# 914 HOUSE# 912 HOUSE# 810 HOUSE# 908 HOUSE# 906 -----FO -----FO -----ID ------c, ---10 ~_:-;-., -_. --~-. .....,;__ . -. . -, -·B C,·~, ~----=--~1, ' . -~~o-2·.~•'-i_,_/._ .c ----✓--'--/:,<__¥_ ~.....: T T T I 0 -+- I I -I ., ' V V V V / V ------_ -_ Fn -----=--Frj -----~n -----~n -----FO -----Frj -----i-n ------, I "' J'1tt·-- -I I I i I I I I I I I I HOUSE# 935 I HOUSE# 933 I HOUSE# 929 I HOUSE# 925 I HOUSE# 921 I I I I I I I I I \ I \ I I I HOUSE# 812 I HOUSE# 810 I i~s I \ 2===:::::.!--.t===========---:I±----==-~----_--_ ----:::r_ HOUSE# 816 HOUSE# 814 HOUSE# 808 -~--~u---------=-----10 -===------== r o ----=-FD - T I I I I I I I I I I \ I/ I I I I I HOUSE# 915 I HOUSE# 913 I HOUSE# 909 I I I I HOUSE# 806 I I I I I I .,,/ 1$,]:---<,; i,'X-,D----/ ___ \,.,-,, ~-' HOUSE# 905 HOUSE# 201 8TH ST. 1- I I I I I i I I HOUSE# 901 I' I ,, ,, ,, I ,, ' 11 I ;: --. I I I I I I --0-'---0 c-.. ' FO ;,Y ~·to)~ __ ; '() ~ I I I / HOUSE/I I Iv 110, 91H ST N72"33'57"W ,-,----=-- v HOUSE# 825 I I I -~-+G-c- 7 I \ I HOUSE# 823 I HOUSE# 821 I HOUSE# 819 I I \ I ----Fo--~ _£-~~-- i I I HOUSE# 817 I HOUSE# 815 I I I \ I IU---~ I HOUSE# 813 I HOUSE# 811 I PREPARED BY: Rabben/Herman I --+-I I DM IERMM LNl>SCAPE MCtllEC1's NAME 10-27--2021 AIIIEIIUil f1 03-16-21123 RECORD DRAIINC RDE1ED: PAlRICIA S. CARPEN1ER, PE ASSOCIAlE aw. ENGi ER 0 0 0 0 0 0 0 0 0 0 0 I I :3/15/2:3 ~ ~ i i,: s ~ f J IL t ~ -J, -.. f ~ i -8 1Q 2p SCALE: 1 • =20' 4p ' 1 s J l Ill I at I I! CF ,.. d: COLOR A PAVING TYPE DESCRIPTION 1 CONSTRUCTION CALLOUTS 4'x6' Tree Grate, See Detail 1, Sheet 20 C Curb/Gutter, Refer to Civil Plans Existing Cabinet, Protect in Place B A E D G F J H Sign, Refer to Signing and Striping Plans Street Pavement, Refer to Civil Plans FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. [PRIMARY LOCATION(S)] PERMEABLE CONCRETE PAVER CATINA BLEND AQUA-VIA BY ACKER-STONE Striping, Refer to Civil Plans Existing Light Pole, Protect in Place Catch Basin, Refer to Civil Plans [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 15 FOR COMPLETE PAVING SCHEDULE CONSTRUCTION ITEMS BY OTHERS PAVING FINISH SCHEDULE Existing Curb, Protect in Place Existing Manhole, Refer to Civil Plans Existing Pull Box, Refer to Civil Plans 18' BTH15' BTH 20' BTH PA PA PA PA F A Typ.A Typ.A Typ. F A Typ. 1 Typ.1 Typ.1 Typ. 1 Typ. E A B B B Typ. Typ.A J B Typ. B Typ. B Typ. PA PA PA G A Typ. G 3' - 0 " 3 ' - 0 " 1 1 8 + 8 1 . 2 3 1 1 9 + 2 4 . 2 3 1 1 9 + 6 7 . 2 4 1 2 0 + 7 2 . 1 3 1 2 1 + 1 5 . 1 3 1 2 1 + 5 8 . 1 3 H H D D D D C C CONST CL CONST CL 20' BTH 15' BTH18' BTH PA PA PA F A Typ.A Typ.A Typ. F A Typ.1 Typ. 1 Typ. 1 Typ. 1 Typ. B E A B B Typ. Typ. A J B Typ. PA PA PA A Typ. G G 3 ' - 0 " 3 ' - 0 " 1 2 3 + 3 1 . 4 2 1 2 3 + 7 4 . 4 2 1 2 4 + 1 7 . 4 2 1 2 5 + 2 2 . 0 5 1 2 5 + 6 5 . 0 5 1 2 6 + 0 8 . 0 5 H H D D D D D C C CONST CL CONST CL R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT FROM STA. 118+05 TO STA. 127+00 18 8T H S T R E E T 7T H S T R E E T 6T H S T R E E T 7T H S T R E E T BALBOA BOULEVARD BALBOA BOULEVARD MA T C H L I N E S T A 1 2 2 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 2 2 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 1 9 MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 1 7 HARDSCAPE PLANS (8TH STREET - 6TH STREET) 2 2 2 I I I I ,_ C '.f) --~- '" ' I -1- 10''su HOUSE# 716 PARKING I LOT HOUSE# 714 - 1 il"CD I I I HOUSE# 712 -13"SD - , ~~ . 7:"1' '' • • __ ·-_--· \~~-p.i_ '-> -, :g :· ~-- -•7 ,---- _ \=(~_,:'28'.)[.'_' _ I I I I -1 I PARKING I LOT HOUSE# 710 HOUSE# 708 I I I I ~--------~~-I HOUSE# 706 I I I I HOUSE# 201 7TH ST. C 1 b'ii'.J'. ----~1_-__,---------~--b----'-~-"'--"---_ -~-~--,_; _/i / ----~--~-----------"· "'----------------~~-// / -----/ -FCJ ----'.j--HJ ---=-:J -----c ~- • -------1--~ -I l ------1 rlo - --_II-:_::-:,::=--r-c ' - ---___ [>I F C ----N78"40'02"W -----'--------'-'-'~ I I I I(~~-~~ J -~ ~-- -£J1~~ ~ -~ -=_-~u ---=---_--Fe =------==------,-:_,, --_-_ -Lo ---Fu I . r --i=-+-- -~ '''1'-~'1--- - -_--~-~-~~-~-:c~-~~-~ ~ - - - - - -----___ ,c:-,=o------~~e-----===--FO --,-,-~-+--I', ---~~~c----=~---1_-=\(=,~~=~;=, ~1-='.0::::~~:~-~-=E_=O~---~~~=~f-D ~ I I I I I I ' ' ' ' ' ' HOUSE# 710 8TH ST. HOUSE# 200 7TH ST. HOUSE# 723 1 , '1 HOU I SE# 721 HOUSE# 719 HOUSE# 717 I I : HOUSE# 715 HOUSE# 620 HOUSE# 618 HOUSE# 616 HOUSE# 614 ~~ ~1K-_ --~-'"\/~~---"'-~~• 7~1 : ;r--/ --=~~";r=-~~-~K-=====::L~I "/; u ' : : awss, ,o, : r : "'~\!"' .I : HOUSE# 713 HOUSE# 711 HOUSE# 612 HOUSE# 610 HOUSE# 709 HOUSE# 608 HOUSE# 606 HOUSE# 201 6TH ST. I c, ---FO-----FO-----FC----FC-------f-U-----f-C---u I r;-0 ___ _ -====----c D J j\Q' I /.',,'•, :_:A I \1 ,_ --. I 11',.t'LJ HOUSE# 106 7TH ST. HOUSE# 623 ,--o __ N78"40'02"W ------ '0---- . -,_.,_ ~~ ' ·, \ / , I I ~- I I - HOUSE# 621 -FO--- r I I I HOUSE# 619 HOUSE# 617 '---a -C',- v __ , T ~I)-I ---+ lf(SU -I ----------l -1-cD L ~~17-----,fi,\' ~~~r,T~~~~~~~~\/T17=~=::=::~-;;=_~~=======:::= <'>CS' ' V : C •• 4-_-1'_".t,l, '1&, -~---------~-'"j: HOUSE# 615 HOUSE# 613 HOUSE# 611 HOUSE# 609 PREPARED BY: Rabben/Herman HOUSE# 607 177 H~~Et;og ~II, I DM IERMM LNl>SCAPE MCtllEC1's NAME 10--27--2021 AIJIEIIU,I f1 03-16-21123 RECORD DRAIINC -I \I I I I I I I I I I RDE1ED: PAlRICIA S. CARPEN1ER, PE ASSOCIAlE aw. ENGi ER 0 0 0 0 0 0 0 0 0 0 0 I I :3/15/2:3 I E i -.a s ~ f J IL t ~ -J, -.. f ~ i -8 1Q 2p SCALE: 1 • =20' 4p ' 1 s J l Ill I at I I! CF ,.. d: COLOR A PAVING TYPE DESCRIPTION 1 CONSTRUCTION CALLOUTS 4'x6' Tree Grate, See Detail 1, Sheet 20 C Curb/Gutter, Refer to Civil Plans Existing Cabinet, Protect in Place B A E D G F J H L K M Sign, Refer to Signing and Striping Plans Street Pavement, Refer to Civil Plans FOR PAVING SECTIONS AND REINFORCING, REFER TO CITY STANDARD DETAILS. [PRIMARY LOCATION(S)] PERMEABLE CONCRETE PAVER CATINA BLEND AQUA-VIA BY ACKER-STONE Striping, Refer to Civil Plans Existing Light Pole, Protect in Place Catch Basin, Refer to Civil Plans [AT BALBOA BLVD. MEDIANS] REFER TO SHEET 15 FOR COMPLETE PAVING SCHEDULE CONSTRUCTION ITEMS BY OTHERS PAVING FINISH SCHEDULE Existing Curb, Protect in Place Existing Water Meter, Protect in Place Existing Manhole, Refer to Civil Plans Existing Pull Box, Refer to Civil Plans Relocated Light Pole, Refer to Civil Plans 20' BTH 15' BTH PA PA PA 18' BTH PA F F F A Typ.A Typ.A Typ. A Typ. ATyp. 1 Typ. 1 Typ. 1 Typ. 1 Typ. 1 Typ. E A B B Typ. B Typ. A E B A B Typ. A B Typ. B Typ. PA PA PA PA A Typ. A Typ. G J J 3 ' - 0 " 3'-0 "3'-0 " M 1 2 7 + 5 9 . 2 6 1 2 8 + 4 5 . 2 6 1 2 9 + 0 9 . 6 6 1 2 9 + 5 4 . 6 6 1 2 9 + 9 7 . 6 6 1 3 1 + 7 3 . 8 3 H H D D D D D D D C C C A CONST CL CONST CL CONST CL 1 2 8 + 0 2 . 2 6 1 3 1 + 3 0 . 8 3 A Typ. PA PA 15' BTH 18' BTH PA A Typ.A Typ.A Typ. 1 Typ. 1 Typ. B Typ.E A F K L F A J B Typ. PA PA PA 1 3 2 + 9 6 . 8 8 1 3 3 + 3 9 . 8 8 1 3 3 + 8 2 . 8 8 1 3 4 + 2 5 . 8 8 H HRelocate Per Civil Plans D D D D D H C A R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT FROM STA. 127+00 TO STA. 135+85 19 6T H S T R E E T IS L A N D A V E N U E ME D I N A W A Y BALBOA BOULEVARD BALBOA BOULEVARD MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 1 8 MA T C H L I N E S T A 1 3 2 + 2 0 - S E E B E L O W MA T C H L I N E S T A 1 3 2 + 2 0 - S E E A B O V E HARDSCAPE PLANS (6TH STREET - MEDINA WAY) 2 22 2 I HOUSE# 520 I I _i; I -----j-\ I l,c< ~ I I I I L HOUSE# 518 HOUSE# 514 ----fl"' ····,;-,.1---~ I ". --~~~~~~~~-- ----10 ---10----I-'._:----F:J---FC.l-- 1 I ~\\'((,?, I --0-- I I HOUSE# 512 I I ~L -FO T I _\ N78'40'02"W --.\- 0 -/II-'" TT i._;--',} -" -_, I ' ' I -\_:/ -·- •' -,,,.__,,, '~_e,"-__ f"'-~·•1~K-~ / /' r' I er,. I\' --"-~ . .,~ ' / ,' Q __ -, I I ·' t:Xrv1 I I I ~o HOUSE# 523 I HOUSE# 521 I HOUSE# 519 I , Ni-l'>-C7 (-,,:' I I I ,;_/ I I I I I I HOUSE# 510 --F'.;- - HOUSE# 517 I I HOUSE #112 HOUSE #114 HOUSE #116 HOUSE #118 HOUSE #120 I I J_ ~-...,,... __ HOUSE# 508 HOUSE# 506 -FU--10--- \V--- '· ., --. ',' ,-< --- (I -- 'c;.:,,' -. ,'ff?--_J'_ -i I I I I HOUSE# 515 I HOUSE# 513 I I I I I I LIBRARY HOUSE# 504 ADDRESS NOT AVAILABLE HOUSE# 500 #100 E. BALBOA BL VD. FIRE s;. #110 ■ 1n - I (' .J -r:_:- FO ---,---~(e&\f-=E I 01 --10 --.:'..!7 w -J----/ -8" '.:, C : -[ \ '\ j -1, ./ \ \;:,,__ - ',, ---~-~------------------------------ -FD -- N78'40'02"W 1 I -\/,/ ------\/'/ I -"=E) -I I I / =-c•'-='=~----+<-J =~--=_f_c_1 ====---FO -----ED_ I -HJ---- T - --f--., C -1 \-. ,--------,,1----~-~--~-----" i r. . rt·•· ·-, -I \ : ,----""c----', /\ \;-· ------;:1foi,:iF~~~===-:..:.',,.,'.:_I\ _·;:-.~· -------~ "_l: I I ?t~r I 'i I g 11 I I HOUSE# 511 HOUSE# 509 I I I HOUSE# 507 HOUSE# 109 ISLAND AVE. HOUSE# 101 HO■ E. BALBOA BLVD, I HOUSE #122 HOUSE #124 HOUSE #126 HOUSE #128 HOUSE #130 HOUSE #132 'O ----ru ----FC -FU ---=-c)--I C - --- I-' .-- 1 I RP ISE# 105 I ' , ·~ ,:;,;:, ' -Ca ·- N78'4d'02"W I Jc HOUSE# 107 I I HOUSE# 109 1- 1 I I HOUSE# 111 HOUSE# 113 HOUSE# 115 HOUSE# 117 HOUSE# 119 PREPARED BY: Rabben/Herman ' I I I N15'34'34"E : 15.20' DM IERMM LNl>SCAPE MCtllEC1's NAME I I I I - 10-27--2021 AIIIEIIUil f1 03-16-21123 RECORD DRAIINC - RDE1ED: PAlRICIA S. CARPEN1ER, PE ASSOCIAlE aw. ENGi ER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I :3/15/2:3 I E i -.a s ~ f J IL t ~ -J, -.. f ~ i -8 1Q 2p SCALE: 1 • =20' 4p ' 1 s J l Ill I at I I! CF ,.. d: R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 2 20 PAVER DETAILSCALE: 1"=1'-0" DTC-Paver Detail LEGEND: 1 2 PRE-CAST CONCRETE PAVER. REFER TO PAVING FINISH SCHEDULE, SHEET 15, FOR PAVER TYPE. LAYOUT RUNNING BOND PATTERN PARALLEL TO CURB EDGE. 4' Wide Median 8183 49 SAND FILLED JOINTS 32" THICK BEDDING SAND 46" THICK NO. 57 STONE OPEN-GRADED BASE 6PAVER ADJACENT TO PLANTER AREA TO BE MORTARED ONTO CONCRETE FOOTING PAVER EDGE CONDITION WHEN PAVER IS NOT ADJACENT TO CURB 1 3 9 10 7 4 7PLANTER AREA WITHIN MEDIAN 8 12 " 6 CURB AT MEDIAN 9COMPACTED SUBGRADE 10GEOTEXTILE FABRIC 10 2 56" MIN. WIDTH X 12" DEPTH CONCRETE FOOTING 2 5 TREE GRATE IN MEDIAN (4'X6')3/4" = 1'-0" DTC-Tree Grate in Median 4'x6' TREE GRATE W/12" TREE OPENING LEGEND: 1 2 3 4 5 TREE GRATE FRAME MODEL M48X72F-3 3x2x1/4" STEEL ANGLE SLOTTED 7/16" X 3/4" FOR CONCRETE ANCHOR (8 PLCS. PER FRAME) CONCRETE FOOTING FOR PAVER/GRATE FRAME MEDIAN CURB 6CONCRETE ANCHOR BOLTS SECTION 7 8PAVER AT TREE WELL EDGE TO BE MORTARED ONTO CONCRETE FOOTING TREE/ROOTBALL PRE-CAST PAVER 9 3 123 9 NOTES: TREE GRATE MATERIAL/FINISH: CAST IRON/RUST CONDITIONER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TREE GRATE FOR REVIEW AND APPROVAL TO LANDSCAPE ARCHITECT PRIOR TO FABRICATION. INSTALL GRATES WITH BOLT DOWN HARDWARE. 1. 2. 3. TR E E G R A T E A T T A C H M E N T B (N O N - C U R B A D J A C E N T ) TR E E G R A T E A T T A C H M E N T B (N O N - C U R B A D J A C E N T ) 12" Sq. Opening TREE GRATE ATTACHMENT A (CURB ADJACENT) TREE GRATE ATTACHMENT A (CURB ADJACENT) PLAN 4'X6' TREE GRATE: IRONSMITH -MODEL 7246 MARKET STREET LINEAR ROOT BARRIER, DETAIL B SHEET 40 10 10 CENTER POINT OF TREE GRATE INDICATED ON HARDSCAPE PLANS, SHEETS 16 - 19. REFER TO STATION POINTS ON HARDSCAPE PLANS FOR LAYOUT OF TREE GRATES. 4" D E P T H 3 5 7 3 1 ATTACHMENT A - ENLARGEMENT 6 3 4 1 2 ATTACHMENT B - ENLARGEMENT 1 82 7 6 12 " 6" 5 9 1 CONSTRUCTION DETAILS - - - - - ' ' I r:z/,;;1/r: I JLYCI H• BEi "W> JLVIIO&SY ld 'll◄IN◄dlr.l 'S VIIIII.Yd ~J~~ ::a◄DGI CINlld,W -----0 ' ~ ,/'<, ~ ./*>~' • / \ ,/./'/// //~ ·X: ><' /,(, b » <v ·a b ' b b " ' ~ 0'<· ,, . '« ~~ ' • \> / / &,<.'(,<. .r -~' 17 X'1 " " A />'><<'>~~ «"~<r~ ,' ' ' / ,, ~ ~' *MM* 0 0 0 0 0 0 0 0 0 0 • :.*~ » ~0'<0'<«< ' / / C/ ,c/h/h/);/~~ ~~~):;.._, ......... --;.:-----,,, I I I I I I ' "\' ./ "' ' " ' ___,. v". b □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□ □□□□□□□ □□□□□□□□□□□□□□ □□□□□□□ □□□□□□□□□□□□□□ □□□□□□□ □□□□□□□□□□□□□□ □□□□□□□ □□□□□□□□□□□□□□ □□□□□□□ □□□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□ □□□□□□□□ □□□□□□□□ □□□□□□□□ □□□□□□□□ □□□□□□□□ □□□□□□□□ □□□□□□ □ □□□□□□□ □□□□□ □□□□□□□□ □□□□□ □□ □□□□□□□ □□□□□ □□ r--~--7'\ "" □□□□□□□ □□□□□ □□ □□ □□□□□□□ □□□□□ □□ □□ □□□□□□□ □□□□□ □□ □□ □□□□□□□ □□□□□ □□ -f "" □□□□□□□ □□□□□ □□ □□ □□□□□□□ □□□□□ □□ □□□□□□□ □□□□□ □□ □□□□□□□ □□□□□ □□ □□□□□□□ □□□□□ □□ □□□□□□□ □□□□□ □□ □□□□□□□□ ~~~~~~~ ~~~~~~~~I~~~~~ □□□□□□□ □□□□□□□□□□□□□□ □□□□□□□ □□□□□□□□□□□□□□ □□□□□□□ □□□□□□□□□□□□□□ □□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□ □□□□□□□□□□□□□ □□□□□□□□ □□□□□□□□ □□□□□□□ □□□□□□□ □□□□□□□ □□□□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□ □□□□□□□ □□□□□□□ □□□□□□□ □□□□□□□ □□□□□□□□□□□□□ □□□□□□□□□□□□□ SNOISNII .:I) NOU. IIIEO JLYG JNIMV~O O~OJ3~ I ,wz-,1-rn □□□□□□□□□□□ □□□□□□□□□□□ II lntGOIW I aa-a-01 □□□□□□□□□□□ ~ ,, ----j gg~~~g~g~~~ r~--,,~-~~-1 □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ 001□□□□□□□□ □□ □□□□□□□□ □□ □□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ □□□□□□□□□□□ ~~~~~~~~~~~ □□□□□□□□□□□ 'ON w '01 al.'111 Ill =-- :◄IWN ll,llDIHM ~ IMIBII IMI ::a◄DGI r '- "I ~ 0 0 0 0 0 0 0 0 0 0 UBWJ9H/Uaqqe~ :J.11 CBHYd3Hcl \ \'efJ Jo aeo IZZ_?,QZ"60 E>-'-W- 0 ~· "" ~ y ~ •~< ✓tk .. "'" i'JcYt,, _. Vfl'&]H • ~ h .Jd\1,'.)S0~~\ EV-CAB-SEN CHANGES OF DIRECTION - REFER TO SIGNAL CABLE PULL BOX DETAIL 3, SHEET 29. PROVIDE SCHEDULE 80 FITTINGS FOR ALL MAINLINE CONNECTIONS - REFER TO DETAIL 1, SHEET 29. EXISTING DOMESTIC WATER METER - SIZE AS NOTED ON DRAWING - REFER TO POINT-OF-CONNECTION NOTE ON SHEET 26 AND DETAIL 1 ON SHEET 27. FLOW SENSOR SIGNAL CABLE AND CONDUIT - SHIELDED CABLE INSTALLED WITH 1.25-INCH MINIMUM SIZE SCHEDULE 40 PVC CONDUIT - NO SPLICES PERMITTED - INSTALL W/ PULL BOXES AT SOGT EQUIPMENT LEGEND: NON-PRESSURE LATERAL LINE PIPING - WHITE COLOR CODED SCHEDULE 40 PVC PIPING - SIZE PIPING (NOTED IN INCHES) AS SHOWN ON DRAWINGS - REFER TO DETAIL 1, SHEET 29. PRESSURE MAIN LINE PIPING WITH 2" WIRE CONDUIT - DOMESTIC WATER - USE 2" CLASS 315 PVC PIPING FOR MAINLINES AND INSTALL MAINLINE WITH A 2" CONDUIT FOR CONTROL WIRES. 3200NXTSUPERIOR* 33DRCRAIN BIRD* ELECTRIC REMOTE CONTROL VALVE - SIZE NOTED - REFER TO DETAIL 4, SHEET 27. QUICK COUPLING VALVE - 3/4-INCH SIZE - DOUBLE LUG KEY - LOCKING RUBBER COVER MOUNTED IN ROUND BOX - REFER TO DETAIL 8, SHEET 27. 754NMATCO*BALL VALVE - BRASS BODY - THREADED - FULL PORT - NICKEL PLATED - LINE SIZE - INSTALL WITHIN ROUND VALVE BOX - REFER TO DETAIL 7, SHEET 27. PIPING SLEEVING UNDER PAVED AREAS - SCHEDULE 40 PVC - 4" AND 2" SIZE (ABBREVIATED ON DRAWING AS "4SL" AND "2SL") - REFER TO DETAIL 2, SHEET 29. * PROVIDE LANDSCAPE FABRIC MODEL NUMBER 140N, AS MANUFACTURED BY MIRAFI, OR APPROVED EQUAL. TYPICAL FOR ALL ROUND AND RECTANGULAR VALVE BOX INSTALLATIONS. NOTE: MANUFACTURERSYMBOL MODEL NO. DESCRIPTION DRIPLINE (COPPER SHIELD SERIES) SYSTEM - PRESSURE COMPENSATING - 0.9GPH @ 12-INCHES O.C. EMITTER SPACING - 16-INCHES TUBING ROW SPACING - 17MM (BROWN COLOR) 0.634" O.D. POLYETHYLENE TUBING WITH COMPRESSION-TYPE FITTINGS FOR ELLS, TEES, COUPLERS & PVC ADAPTERS - PROVIDE METAL HOLD DOWN STAKES EVERY 5'-O.C. - INSTALL DRIPLINE TUBING WITH 2-INCHES OF SOIL COVER - PROVIDE ONE PVC WHITE PIPE CONNECTION FOR EVERY 300LF OF DRIPLINE TUBING TO COMPLY WITH MANUFACTURER RECOMMENDED PEAK FLOW LIMITATIONS - PROVIDE COMPRESSION FITTINGS MODEL NO.: MDCFTEE = TEE, MDCFEL = ELBOW, MDCFCOUP = COUPLER, MDCF75MPT = 3/4" MALE THREADED ADAPTER, MDCFCAP = END CAP - REFER TO DETAILS 1,2, 3 AND 4, SHEET 28. INSTALL UNITS WHERE SHOWN LOCATED AT ENDS OF DRIPLINE SYSTEMS - REFER TO DETAIL 2, SHEET 28. DRIPLINE FLUSH OUT ASSEMBLY - SCHEDULE 40 PVC FULL PORT BALL VALVE AND PVC FLEX HOSE TUBING INSTALLED WITHIN ROUND VALVE BOX - ADAPT TO INSTALL DRIPLINE TUBING AS REQUIRED - CONTROL VALVE CALLOUT LEGEND: *RAIN BIRD XCZ-PRB-100COM XCZ-075-PRF DRIP VALVE STATION: DRIP ELECTRIC CONTROL VALVE ASSEMBLY 1-INCH SIZE - W/ PRESSURE REGULATING BASKET FILTER (200 POLY MESH /40 PSI SETTING) FOR FLOWS 5 GPM AND GREATER - USE 3/4" SIZE DRIP ELECTRIC CONTROL VALVE ASSEMBLY FOR FLOWS UNDER 4 GPM - REFER TO DETAIL 6, SHEET 27. RAIN BIRD RAIN BIRD RAIN BIRD XFSCV-09-12 (TUBING) EASYFIT (FITTINGS) TDS-050 (STAKE) LOCATE POP-UP BODIES ON OPPOSING SIDES OF TREE/PALM TRUNK - POP-UP BODIES INCLUDE 0.21 GPM RATED TWIN STREAM (60°) BUBBLER NOZZLES WITH FACTORY INSTALLED REDUCTION SCREEN IN LIEU OF CONVENTIONAL SCREEN - PROVIDE PVC PIPING AS REQUIRED TO CONNECT EACH TREE TO THE NEAREST ASSIGNED VALVE STATION - INSTALL POP-UP BUBBLERS PER DETAIL 4, AND PER TREE IRRIGATION LAYOUT DETAIL 5, SHEET 29. TREE AND PALM SYSTEM - INDICATES CONNECTION TO ASSIGNED TREE - SCHEDULE 40 PVC - 3/4" MINIMUM SIZE & OTHER SIZES AS NOTED - PROVIDE FOUR (4) POP-UP BODIES PER BOX TREE AND PALM - TORO TORO 570ZXF-4-COM SB-90-PC2 TREE CONNECTION , TYP. RAIN MASTER SITE ONE GREEN TECH. FEBCO 2030-HGRISWOLD*MASTER CONTROL VALVE - 1-INCH SIZE - THREADED CAST IRON BODY - EPOXY COATED - NORMALLY CLOSED- ENERGIZE TO CLOSE - MANUAL OPERATOR -LOW CURRENT 24 VAC SOLENOID - REFER TO DETAIL 2, SHEET 27. SITE ONE GREENTECH *FS-B100 FLOW SENSOR - PVC HOUSING - 1-INCH SIZE WHERE NOTED ON PLAN - REFER TO DETAIL 5, SHEET 27. STREET TREE SYSTEM - WHITE COLORED SCHEDULE 40 PVC - 3/4" MINIMUM SIZE & OTHER SIZES AS NOTED - PROVIDE DRIPLINE SYSTEM TREE RINGS WITH PRESSURE COMPENSATING INLINE TUBING connection to street tree SA6-RM6-48/DX3CA/GR-K/EMP-16, NEW IRRIGATION CONTROLLER ASSEMBLY (PEDESTAL MOUNTED) 48 STATION CAPACITY - COORDINATE NEW CONTROLLER WIRING WITHIN NEW PVC CONDUIT RISER- REFER TO CONTROLLER NOTE ON SHEET 26, AND DETAIL 3, SHEET 27. CONTROLLER MUST INCLUDE CELLULAR COMMUNICATION DX3 WITH CELLULAR LF-825-Y REMOVE AND REPLACE EXISTING WITH 1" REDUCED PRESSURE TYPE BACKFLOW PREVENTER ASSEMBLY- REFER TO DETAIL 1, SHEET 27 1 HYDROZONE DESCRIPTIONHYDROZONE # LOW WATER SHRUBS WITH DRIP INDICATES GPM INDICATES SQUARE FOOT AREA INDICATES VALVE NO. INDICATES VALVE SIZE 2 LOW WATER TREES WITH BUBBLERS 3 LOW WATER TREES WITH DRIPLINE RINGS No. Size GPM PRECIP HZ A DRIPLINE (COPPER SHIELD SERIES) SYSTEM - PRESSURE COMPENSATING - 0.9GPH @ 12-INCHES O.C. EMITTER SPACING - 12-INCHES TUBING ROW SPACING - 17MM (BROWN COLOR) 0.634" O.D. POLYETHYLENE TUBING WITH COMPRESSION-TYPE FITTINGS FOR ELLS, TEES, COUPLERS & PVC ADAPTERS - PROVIDE METAL HOLD DOWN STAKES EVERY 5'-O.C. - INSTALL DRIPLINE TUBING WITH 2-INCHES OF SOIL COVER - PROVIDE ONE PVC WHITE PIPE CONNECTION FOR EVERY 300LF OF DRIPLINE TUBING TO COMPLY WITH MANUFACTURER RECOMMENDED PEAK FLOW LIMITATIONS - PROVIDE COMPRESSION FITTINGS MODEL NO.: MDCFTEE = TEE, MDCFEL = ELBOW, MDCFCOUP = COUPLER, MDCF75MPT = 3/4" MALE THREADED ADAPTER - REFER TO DETAILS 4 AND 5, SHEET 28. RAIN BIRD RAIN BIRD RAIN BIRD XFSCV-09-12 (TUBING) EASYFIT (FITTINGS) TDS-050 (STAKE) NON-PRESSURE DRIP HEADER AND FOOTER PIPING - WHITE COLOR CODED SCHEDULE 40 PVC PIPING - 3/4" IN SIZE - REFER TO DETAIL 1, SHEET 29. R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 21 IRRIGATION NOTES AND LEGEND 1. 3. 2. 4. 6. 5. 7. 8. 9. 10. 11. 12. 13. INSTALL POP-UP SPRINKLER HEADS POSITIONED WITHIN SHRUB OR GROUND COVER AREAS WITH THE TOP OF SPRINKLER ABOVE FINISH GRADE AS SHOWN IN THE DETAILS. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREA TO BE IRRIGATED UNLESS INDICATED OTHERWISE ON DRAWINGS. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, TREES, LIGHT POLES, ETC.) INTERFERE WITH THE SPRINKLER HEAD PATTERN OF COVERAGE, ADJUST SPRINKLER SYSTEM LAYOUT BY INSTALLING A QUARTER CIRCLE, HALF CIRCLE OR ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF OBSTRUCTION IN ORDER TO PROVIDE PROPER COVERAGE. PERFORM SPRINKLER LAYOUT ADJUSTMENT AT NO COST TO THE OWNER. SPRINKLER SYSTEM IS BASED ON MINIMUM PRESSURE AND MAXIMUM FLOW DEMAND SHOWN ON IRRIGATION DRAWINGS. REFER TO POINT-OF-CONNECTION NOTES. VERIFY PERMANENT WATER PRESSURE PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPORT DIFFERENCES BETWEEN WATER PRESSURE INDICATED ON DRAWINGS AND ACTUAL SITE PRESSURE READING AT IRRIGATION POINT-OF-CONNECTION TO OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, ASSUME FULL RESPONSIBILITY FOR REVISIONS. THE 120-VOLT ELECTRICAL POWER SUPPLY TO THE IRRIGATION CONTROLLER(S) WILL BE PROVIDED BY GENERAL CONTRACTOR. CONNECT FINAL HOOK-UP FROM THE ELECTRICAL POWER OUTLET TO IRRIGATION CONTROLLER. THIS DESIGN IS DIAGRAMMATIC. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND IRRIGATION FACILITIES WITHIN PLANTING AREAS WHERE POSSIBLE. AVOID CONFLICTS BETWEEN SPRINKLER SYSTEM, LANDSCAPE PLANTING AND ARCHITECTURAL FEATURES. FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, WALLS, FENCES AND BUILDINGS. SELECT THE MOST APPROPRIATE PART CIRCLE PATTERN NOZZLE TO FIT THE SITE CONDITIONS AND THROTTLE THE FLOW CONTROL ADJUSTMENT AT EACH CONTROL VALVE TO OBTAIN OPTIMUM SPRINKLER HEAD PRESSURE. DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT EXISTING OBSTRUCTIONS, GRADE DIFFERENCES IN AREA DIMENSIONS, AND OTHER SITE SPECIFIC INFORMATION THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SUCH OBSTRUCTIONS OR DIFFERENCES FOR RESOLUTION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, ASSUME FULL RESPONSIBILITY FOR REVISIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, WALL LOCATIONS, ETC. COORDINATE WORK WITH GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE INSTALLATION OF IRRIGATION PIPE SLEEVES THROUGH WALLS, UNDER PAVEMENT AND STRUCTURES, ETC. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF SUFFICIENTLY SIZED CONTROL WIRE SLEEVES UNDER PAVED AREAS, IN ADDITION TO CONTROL WIRES SLEEVES SHOWN ON THE DRAWINGS. INSTALL PIPING, RELATED MATERIALS AND EQUIPMENT AS SHOWN ON THE DRAWINGS. USE TEFLON TAPE ON PVC MALE PIPE THREADS, INCLUDING SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. DO NOT USE PIPE DOPE. EXTEND CONCRETE BASE OF CONTROLLER ENCLOSURE TO CONNECT WITH ADJACENT PAVEMENT. PROVIDE SHOP DRAWING OF CONCRETE ENCLOSURE BASE FOR APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. TEST ALL PRESSURE MAIN LINES UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF 3 HOURS. TESTING OF PRESSURE MAIN LINE PIPING SHALL OCCUR PRIOR TO INSTALLATION OF ANY ELECTRIC CONTROL VALVES, BASKET STRAINERS, QUICK COUPLING VALVES AND OTHER PRESSURE SIDE IRRIGATION FACILITIES. GENERAL IRRIGATION NOTES: PROVIDE DRIPLINE EMITTER TUBING SYSTEM FOR PLANTING AREAS AS SHOWN ON DRAWINGS. DRIPLINE IS SHOWN DIAGRAMMATICALLY FOR CLARITY. INSTALL DRIPLINE TUBING AND NON-PRESSURE LATERAL LEAD LINE PIPING IN LANDSCAPE AREAS AND ADJACENT TO SELECTED PLANT MATERIAL AS SHOWN IN DETAILS. DRIPLINE TUBING, AS SHOWN DIAGRAMMATICALLY ON PLANS WITH THE VARIOUS HATCHES INDICATING SEPARATION FROM STATION ASSIGNMENT, CONNECTS TO THE NON-PRESSURE LATERAL LEAD LINE FROM THE ECV AND PRESSURE REGULATOR SERVING THE DESIGNATED DRIP AREA. DRIPLINE VALVE STATION CALLOUTS INDICATE THE APPROXIMATE LENGTH OF DRIPLINE TUBING ASSIGNED TO EACH VALVE STATION AND IS PROVIDED FOR ESTIMATE PURPOSES ONLY. CONTRACTOR SHALL PROVIDE AND INSTALL THE REQUIRED AMOUNT OF DRIPLINE TUBING AS REQUIRED TO PROPERLY IRRIGATE ASSIGNED LANDSCAPE AREAS WITH THE EMITTER SPACING AND DRIPLINE TUBING ROW SPACING AS INDICATED IN THE EQUIPMENT LEGEND THIS SHEET. REFER TO PLANTING LEGEND FOR PLANT MATERIAL NAMES, ABBREVIATIONS, SPECIFIC SIZES, ON-CENTER SPACING, AND ADDITIONAL INFORMATION. DO NOT INSTALL DRIPLINE TUBING UNDER PAVED SURFACES. CONNECT DRIPLINE TUBING TO SCHEDULE 40 PVC LATERAL LINE PIPING FOR ROUTING UNDER PAVEMENT AND SCHEDULE 80 PVC PIPING ROUTING THROUGH PLANTER WALLS. ADAPT DRIPLINE TUBING TO PVC PIPING AS REQUIRED WITH COMPRESSION ADAPTER FITTINGS. CONNECT DRIPLINE PIPING TO PRESSURE REGULATOR UNITS WITH SCHEDULE 40 PVC MALE ADAPTER FITTINGS AND COMPRESSION ADAPTER FITTINGS. PROVIDE COMPRESSION SERIES FITTINGS FOR TUBING TO TUBING CONNECTIONS AND CONNECTIONS TO PVC PIPING AS INDICATED IN THE EQUIPMENT LEGEND THIS SHEET. PROVIDE ONE (1) EMISSION OUTLET EMITTER TO EVERY VINE SPACED AT 6-INCHES CLEAR FROM STEM. CONNECT DRIP EMITTERS AND PVC DISTRIBUTION TUBING TO DRIPLINE TUBING WITH BARBED ADAPTERS AT LOCATION WHERE REQUIRED. IRRIGATION DRIP NOTES: 1. PROVIDE SOIL SPECIFICATIONS IF IMPORTING SOIL OR PROVIDE AGRONOMIC SOIL ANALYSIS IF USING ON SITE SOIL. THE SOIL INFORMATION MUST INCLUDE: SOIL TEXTURE (% OF ORGANIC MATTER), INFILTRATION RATE (OR ESTIMATED RANGE), PH & TOTAL SOLUBLE SALTS, INDICATE IF MULCH, SOIL AMENDMENTS OR OTHER MATERIAL WILL BE USED OR REQUIRED. 1. AT A MINIMUM, AUDITS SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA LANDSCAPE AUDITOR HANDBOOK. 2. AUDITS SHALL BE CONDUCTED BY A STATE CERTIFIED LANDSCAPE IRRIGATION AUDITOR AT LEAST ONCE EVERY FIVE YEARS AND SUBMITTED TO THE LOCAL WATER PURVEYOR. 3. HISTORICAL IRRIGATION SCHEDULING DOCUMENTING THE USE OF DAILY WEATHER SCHEDULING INFORMATION, AS RECORDED WITH THE CITY'S COMPUTER CENTRAL CONTROL SYSTEM, SHALL BE SUBMITTED IN LIEU OF IRRIGATION AUDIT TO VALIDATE AND VERIFY THAT THE IRRIGATION SYSTEM IS OPERATING AT OPTIMUM PERFORMANCE AS ORIGINALLY DESIGNED AND INSTALLED. 1. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING, AND REPAIRING IRRIGATION EQUIPMENT; RESETTING REPLENISHING MULCH; FERTILIZING; PRUNING; AND WEEDING IN ALL LANDSCAPE AREAS. 2. REPAIR OF THE IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENT SPECIFICATION. IRRIGATION MAINTENANCE SCHEDULE: IRRIGATION AUDIT SCHEDULE: SOIL SPECIFICATION/ ANALYSIS SAMPLE: 8617SYSTEM WATER PRESSURE RESIDUAL PRESSURE (#17-#16)18 26.6 STATIC PRESSURE AT ECV: ELEVATION GAIN TOTAL METER GPM DEMAND: ELECTRIC CONTROL VALVE SIZE: STATIC PRESSURE (PSI): WATER METER SIZE: WATER METER ELEVATION: WATER METER NUMBER: SYSTEM "C" LARGEST STATION: PRESSURE REQUIRED AT CONTROL VALVE TOTAL PRESSURE REQUIRED (#14+15) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1-#13) ELECTRIC CONTROL VALVE (ECV): ECV DEMAND: GPM ELEVATION DIFFERENCE: HYDRAULIC GRADE LINE: ECV ELEVATION: 1" 3/4" N/A N/A 1" 2" 1" 2" 2" 1" 1" 1" 5/8" SIZE BACKFLOW PREVENTER LATERAL LINE LOSS ELECTRIC CONTROL VALVE MASTER CONTROL VALVE 3500 FEET OF MAIN LINE (TYPE CL. 315) FITTING LOSS FLOW METER GATE VALVE GATE VALVE WATER SERVICE LINE N/A ZONE 1 (N/A) WATER METER DESCRIPTION 6 8' C23 5/8-INCH 143 11 13 14 16 15 12 4 10 9 8 7 6 5 4.0 0.9 30 2.0 29.4 59.4 1.0 0.2 0.5 0.7 0.5 2.7 0.2 2 1 NO.LOSS (PSI) 85 1.4 1.3 6 1" 6' 86 PRESSURE LOSS CALCULATION: 10 FEET OF MAIN LINE (TYPE SCH.80) 1. 2. 3. 4. 5_ 6. 7. 8. 9. PREPARED BY: Rabben/Herman RE\1El'ED: DAN HERMAN LNl>SCNIE ARCH1EC1's NMIE DRA• j ~ j~ C ~ fl] 0 [ ~ ·-·-·-· ~ [ ·-·-·-·-· -·-·-·-·-· ·-·-·-·-· -■■-■■- \ ✓ 10-27-2021 AIIEllUI fl D.1-15-2023 ABDD DRAIN: ( _--__ . r- RE\1El'ED: t----+----+----------------+------1 PA'lllaA S. CMPEN1ER. PE ASSOaAlE CM. ENGi EP IEKN~ Ill IHaCED: DH DAlE:10-- =,----==i--+------1------------------1-----l°"lE------ NQ. DAlE DESml110N IF REVISIONS APPRCMD I I ,a s ~ l g ... N • I IE IE g I N -f s i -I I J/15/23 I ' i s J "J Ill I Cit I 2 SIEEI' IF "' 6: R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 22 IRRIGATION NOTES AND LEGEND 1. LANDSCAPE SHRUB AREAS ARE IRRIGATED WITH INLINE EMITTER DRIPLINE ASSIGNED TO SEPARATE LANDSCAPE HYDROZONES. TREES IN PLANTING AREAS ARE IRRIGATED WITH BUBBLER NOZZLES MOUNTED ON POP-UP BODIES, TREES UNDER GRATES OR IN PERMEABLE PAVING ARE IRRIGATED WITH INLINE EMITTER DRIPLINE ARRANGED IN CIRCLES AROUND THE TREE. TREES ARE ASSIGNED DIFFERENT HYDROZONES BASED ON BUBBLER OR DRIPLINE IRRIGATION. 2. DOMESTIC WATER FROM EXISTING IRRIGATION-USE ONLY WATER METERS SUPPLIES THE NEW LANDSCAPE IRRIGATION SYSTEM IMPROVEMENTS. POINT OF CONNECTION (POC) 'B' IS LOCATED AT THE ALLEY ADJACENT TO VETERANS PARK AND POC 'C' IS LOCATED WITHIN THE MEDIAN AT MEDINA WAY AND WEST BALBOA BLVD. POC 'B' BACKFLOW AND CONTROLLER ARE EXISTING, AND POC 'C' WILL HAVE A NEW BACKFLOW, MASTER VALVE, FLOW SENSOR, AND CONTROLLER. 3. THE NEW IRRIGATION CONTROLLER SYSTEM WILL OPERATE NEW CONTROL VALVE STATIONS AS ASSIGNED PER THE PLANS. THE NEW IRRIGATION SHALL OPERATE A DEDICATED FLOW SENSOR AND MASTER VALVE TO PROVIDE HIGH-FLOW SHUT DOWN FOR THE ASSIGNED MAINLINE PIPING SERVED. 4. SHUT-OFF VALVES ARE LOCATED THROUGHOUT THE SYSTEM TO PROVIDE FOR PARTIAL SHUTDOWN OF THE SYSTEM. QUICK COUPLING VALVES ARE LOCATED TO PROVIDE INCIDENTAL WATER OF TREES AND SHRUBS. 5. THE CITY'S COMPUTER CENTRAL CONTROL SYSTEM OPERATES THE EXISTING IRRIGATION CONTROLLER 'B' AT VETERANS PARK. THE NEW IRRIGATION CONTROLLER 'C' SHALL BE CONNECTED TO THE CITY'S COMPUTER CENTRAL CONTROL SYSTEM VIA A CELLULAR CONNECTION. BOTH CONTROLLERS PROVIDE A MINIMUM OF 4 PROGRAMS, CYCLE AND SOAK MULTIPLE START SCHEDULING, AND ARE CAPABLE OF AUTOMATIC SEASONAL ADJUSTMENTS BASED ON CONNECTION TO THE CITY'S WEATHER DATA COLLECTION UNIT. 6. SELECTION OF IRRIGATION EQUIPMENT AND MATERIALS COMPLIES WITH THE CITY OF CITY OF NEWPORT BEACH STANDARD IRRIGATION EQUIPMENT LIST AS SELECTED AND DIRECTED FOR SPECIFICATION ON THESE PLANS. IRRIGATION SYSTEM DESCRIPTION: Balboa Medians Street Irrigation Runtimes (Minutes) I I JAN FEB MAR APR MAY JUNE JU LY AUG SEP OCT NOi/ DEC Turf Root Depth 4" CYCLES PER WEEK-TURF 1 2 3 4 4 5 5 4 3 3 2 1 Shrub Root Denth 6" TURF CROP COEFFICI ENT .61 .64 .75 1.04 .95 .88 _w .86 .74 .75 .69 .60 Deplet ion Facto r (MAD) 40% CYCLES PER WEEK-SHRU B/TREE 1 1 2 2 2 3 3 3 2 2 1 1 So il Tvne !Textura l) CLAY LOAM Eto DAILY A\IERAG E .07 .09 .12 .16 .17 .20 .21 .20 .16 .12 .09 .07 Field Capacity 27% Permanent Wilt Po int B% -1-t -1--1--1--1--1-Aooarent Snecifi c Gravitv 1.15 IRRIGATION RUN TIM ES Hydrozone PLANT wat er Kc SPRINKLER EXPOSURE EXPO PREC IP SPKLR ROOT RUNTIME JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NCN DEC TYPE Usage TYPE FACTOR (in/hr) EFFIC. DEPTH (in) MULTIPLIER 1 SHRUB IJJW O:l:l DRIP FUll SUN 100% 1.00 81% 6 1.Zl 7 9 6 8 8 6 7 6 8 6 9 7 2 TREES LOW 0 :l:) DRIP FULL SUN 100% 1.44 81% 12 1.Zl 5 6 4 6 6 5 5 , 6 4 6 , l TREES IJJW O:l:l BUBEI_ER FUll SUN 100% 2.41 75% 12 1.33 l 4 l 4 4 l l l 4 l 4 l 2015 MWB.O WATER EFFICIENT LANDSCAPE WORKSHEET (Controller 'C') Balboa Blvd., Newport Beach CA. Reference Evapotranspiration IETo): 43.2 Hydrozone # Irrigation Irrigation .ETAF Est imated T o1al /Plant ing Plant Fact or Method' Efficiency IPFIIEI Landscape Area (s q1 'ETAF xArea Water Use Des cri pti ona IPF) IIEI' fl,) IElWUI" Regu lar Landscape Areas #1 Low Shrubs 0.2 Drip 0.81 0.25 3,986 99650 26,690.26 #2 Low Tree 0.2 Drip rings 0.81 0.25 1,152 28l!.OO 7,713.79 #3 Low Tree 0.2 Bubbler 0.75 0.27 320 86AO 2,314.14 Totals 5,458 1,370.90 36 ,718 .19 Special Landscape Areas 1 0.00 0.00 1 0.00 0.00 1 Tota.l s 0 0.00 0.00 ETWU Tota l 36,718.19 Max imum All owed Water All owance IMAWAI' 80,402.89 • Referw legend for HyrJrozo1Je rJescription. i, ET\I\IU (Annual Galons Requ ired)= Eto x 0.62 x ETAF x Are& r w here 0.62 is a co nversion factor th at m nv erts acre-inches per acr•e per y ear to-ga llons per square foo t per year. 'MAWA (Amua/ Gallons Allowed)= (Eto/ (0.62//(ETAF x lA/ + ((1-ETAF/ x SlA/] w here 0.62 is a con version facto r th at conv erts acre-in ches per acre per year to ga llons per squar e fo ot per year , LA. is th e tcrtaJ landscape area in square feet, SLA. is the tota l special landscape area in s.::tu are feet, and ETA F is .55 fo r residential areas/parks an-P 0.45 fo r oon -r,esidential areas. ETAF Calculations t i r Reoo lar Landsca pe Areas Total ETAF X Are a 1,371 Avera~e ETAF for Regu lar Landscape Areas must be 0.5 or be low for residential areas/pa rks, and 0.45 Total Area 5,458 or below for non-residential areas. Average ETAF 0.25 All La,ndscape Areas .Inc ludi ng SLA Total ETAF X Are a 1,37 0.9 0 Total Area 5,458 Sitewide ETAF 0.25 ' 3/15/23 PREPARED BY: RaEIED: A\ 10-27-2021 _, RaEIED: p,-NDSCAP,: \, 4 A ~~c~ m'l\, HER'«-,; 'i'q, Rabben/Herman 03-111-21123 NEWuW C; .,If-:~ (j •• t~ , ~ DMI HEIIIM PAlllaA S. CMPENlEII, PE "''"''""' INIISCWE MalBl'S NMIE ABXJAlE CM. ma EN 8-31-23 "'> og7o's12¾," ~ IIRAIN· -f ,c1. ~ atmCED: Ill DA'le1~ Ill DAlE ,,., o°" Or CAL\\ NO. DAlE IBIIRI 1ICIN OF RE\1SIONS M'PRIMD HEI' OF C23 1" 5.6 1.08"/HR HZ-1 481 C24 1" 3.6 1.44"/HR HZ-2 144 C25 1" 1.68 2.41"/HR HZ-3 32 .75" .75"1"1"1"1".75" 1"1"1"1" MAINLINE, LATERALS AND WIRE CONDUIT SHALL BE INSTALLED UNDER CURB APRON WHEN CROSSING STORM DRAINS. TYPICAL. (2)4SL 1"1" (2)4SL(1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL2"2" 2" C20 1" 6.3 1.08"/HR HZ-1 552 C21 1" 3.6 1.44"/HR HZ-2 144 C22 1" 2.52 2.41"/HR HZ-3 48 .75"1"1"1" 1"1"1" 1"1" 1"1" .75" .75" MAINLINE, LATERALS AND WIRE CONDUIT SHALL BE INSTALLED UNDER CURB APRON WHEN CROSSING STORM DRAINS. TYPICAL. MAINLINE, LATERALS AND WIRE CONDUIT SHALL BE INSTALLED UNDER CURB APRON WHEN CROSSING STORM DRAINS. TYPICAL. (2)4SL1"1" (2)4SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL2"2" 2" R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 23 IRRIGATION PLANS FROM STA. 100+00 TO STA. 108+85 12 T H S T R E E T 11 T H S T R E E T 11 T H S T R E E T BALBOA BOULEVARD BALBOA BOULEVARD MA T C H L I N E S T A 1 0 4 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 0 4 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 2 4 10 T H S T R E E T BALBOA BLVD MEDIAN IMPROVEMENTS 1. I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 2. REFER TO SHEET 21 FOR IRRIGATION LEGEND AND NOTES. 3. REFER TO SHEET 22 FOR IRRIGATION WATER USE CALCULATION AND SCHEDULE. 4. REFER TO SHEETS 27 - 29 FOR IRRIGATION DETAILS. IRRIGATION NOTES (12STREET - 10TH STREET) 2 2 2 2 2 2 -<.!.:i jL ,.,,_,.... ,, ·,.,-... ___ --------=-_;:.-:>· I / I -,, ~) .,.I ,-- Ci', --, IJU'.':_·Lff 1 j(:: ' '-.-=i = = = = = = .:._~----~ --------...,.~----■ -- / HCUSE# 1 2~.L HOUSE# 'C2G I ' -------•• if:Yk~, I ~le--"-~~_,_,'·--~----, \ \\:::-... ,_. \._./ / ·,,'0.:_-_~~~-~~~---·~' ~-----'~~----,~,---------------1 ----•• ,-, --~.J~.PL --- - I I I I 1;· I I I I I - -_', - - -- - - - - ---~------·~--- - - ----=- > ------- ,/, -,/ "Jl'-'"")~'--.J (D c::::, C) c::.1 _ ■•■• ■•■• - - -~------ ------- \ T HOUSE# 1·2::i HC:lJSF if • DOR \ / -~ ,'•,--------- I / 439.85' r' I I 7CJ3"# '111 I I I I I I , _:'-1/,' D" ~) ci Jrv / L; .3 '. 'JC/' I --=..-,_-__ _ \\ ,-J-I I I I I ~ I I --------~--------is,~,--:-----/r-~~-----sD·,----------------~~~~~~~~~~,iaV'<F', .. ~~~~~~~~~~~~-c----~\, -------~?.-Cc,,~->----~/___ ,.__:::,_) _S'-Jr", --~--+ I f---:JLS.E-!/-1D'11 f---:JJs:::µ -1 J:37 HCL SE# I C.3.':' I ICLS[# ·1c 7 HCUSE-,f ·1 22·9 PREPARED BY: Rabben/Herman DAN HERMAN LNl>SCNIE ARCH1EC1's NMIE DESIGNED: DRA• HOUSE# -CDS 10-27-2021 8 03-15-2023 I _11 I 11 AIIEllUI fl RECORD DRAWING I i I I C , :,-# • 104 I I I HCU'.:;C.ff 1 ·1 u=: I I I ICUSI -1r 1,Jc ':,:-=>:.: -=-_;:✓ HiJUSC.tf 1 fY ,, -'/ I I I t) I I I I I I I I I I I ··-··-. t · -·=. r--..__ -) I RE\1El'ED: I I I I I PA'lllaA S. CMPEN1ER. PE ASSOaAlE CM. ENGi EP Ill DAlE: ,,.....--=il---11-----11-----------------1-----IDAlE ______ _ DH 10 NQ. DAlE DESml110N IF REVISIONS APPRCMD I I .:.: I s ~ l g ... N • I IE IE g I N -f s i .g ' i ~ 19 2g 40 s I I I SCALE: 1"=20' J J/15/23 'J Ill I Cit I 2 SIEEI' IF "' 6: C17 1" 6.2 1.08"/HR HZ-1 544 C18 1" 4.2 1.44"/HR HZ-2 168 C19 1"1.68 2.41"/HR HZ-3 32 .75" 1" 1" 1" 1" 1"1" 1" 1" 1".75" .75" MAINLINE, LATERALS AND WIRE CONDUIT SHALL BE INSTALLED UNDER CURB APRON WHEN CROSSING STORM DRAINS. TYPICAL. (2)4SL 1" (2)4SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL2"2"2" C14 1" 5.4 1.08"/HR HZ-1 478 C15 1" 3.6 1.44"/HR HZ-2 144 C16 1" 1.68 2.41"/HR HZ-3 32 .75" .75" 1" 1" 1"1" 1" 1"1" 1".75" MAINLINE, LATERALS AND WIRE CONDUIT SHALL BE INSTALLED UNDER CURB APRON WHEN CROSSING STORM DRAINS. TYPICAL. MAINLINE, LATERALS AND WIRE CONDUIT SHALL BE INSTALLED UNDER CURB APRON WHEN CROSSING STORM DRAINS. TYPICAL. (2)4SL (2)4SL PROVIDE TWO SPARE WIRES AND ONE SPARE COMMON WIRE CONTINUOUSLY FROM EXISTING STUBOUT BOX TO LAST ELECTRIC CONTROL VALVE BOX, FOLLOWING MAIN LINE ROUTE. ALLOW 30-INCH EXPANSION LOOP AT EACH CONTROL VALVE ALONG MAIN LINE ROUTING. LOCATE IN VALVE BOX B+12 1"1" (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (2)4SL (2)4SL 2" 2"2" 2" R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 24 IRRIGATION PLANS BALBOA BLVD MEDIAN IMPROVEMENTS FROM STA. 108+85 TO STA. 118+05 10 T H S T R E E T 9T H S T R E E T 8T H S T R E E T 9T H S T R E E T BALBOA BOULEVARD BALBOA BOULEVARD MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 2 3 MA T C H L I N E S T A 1 1 3 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 1 3 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 2 5 1. I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 2. REFER TO SHEET 21 FOR IRRIGATION LEGEND AND NOTES. 3. REFER TO SHEET 22 FOR IRRIGATION WATER USE CALCULATION AND SCHEDULE. 4. REFER TO SHEETS 27 - 29 FOR IRRIGATION DETAILS. IRRIGATION NOTES (10TH STREET - 8TH STREET) 2 2 2 2 2 2 ,---+---0 ------- . / / I ICU'.:[-# 92C I HUUSf--ii-'cJD> HCIY:F:if qc:,1 l:JJSL;f ~UC I I ~o, I I -,Y-~,_,\c,,:i>_--________ ~ " •,~' -'' I ----~-------~----------~""'=~,_,;:; i I -,/ I I I I ',,. -__ --_ -__ --_ ~ • ~-, •-• -= •-• -----•-• --•-• _-~,11,1•i•11, 11•i•i-i!.c,!L;;;;~/!/!~~-,-~;-;";~~~~---1-1-i--i·i-i _i _i _iL~~j, -~, ~\ ~-i""~~~\i'-i• -~=-i -1••~=-;-1-~•-;~· ,1~-~--~"~_:_~,,~~~~~t~-~~~•~/~n~--~~&~--~-~-~,;~~~~~~;~~~~!li!)i~~~~• I. -~ ~ -------, ·:....-=----=-·:....-=.·:....-=-·-· .. -.::..•-.::..•--'-·--.- ,/ "·· / \._(o -/ \<-/ ·.'< _,/ -/ I C;::C•,==:r-:,-2 .<, l[J ~ 0 • u;,;-:"'.....:·6.._J __________ ~ _____________________________________ ..:::::.,:"2· ~•~~c:~s:::'.::~~---------------------=--==-----------------I I '-' :~ ~~ ---~ I --------~-~-----------,-_:'?j\\-~C,~;;,'._~T_---/T-~---~~--c:~;=j2,'•,----~----------------------,+,~b/,/,iZ"_::.::,-c-.---~~---------------------~~-------7\c-\t-----j-~----------;'.5;=_1]:"", -___ j"''.,)'/,li\c,;,-_----~"'c'-~ -c~ I I I I I I I I I ( l \.,_j I • -.. i. ........ ------ I I I I I I I I I HCL,SE# 935 I JUS[f 622 I IClJSI -# n n I ~Q\Z._ --------"'"""');:,~,---· ·- I ICLS[# 925 I ICUS[# 30E, __L -----~---------(('''=--------------------,-----------~-------~~--~ -~$~/-------------- ' STI ' / • -■-■cw-a-■------i,T - /,,.-1, V,.D ' / / HClJ:-T #-fr' q -JUSF# 017 ~,) i'') ,. :, Cl C: C:, PREPARED BY: ' ' I ' .-- / Rabben/Herman HOl!SF # 01.'"':-f-OUSE# ')1.3 I ICU:-T;f 806 HCX.ISF # r'D!J --T 10-27-2021 8 03-15-2023 DAN HERMAN LNl>SCNIE ARCH1EC1's NMIE DESIGNED: DRA• -LJUSEf, 9C~ HDJS:::,'/ • 11 STH ST AIIEllUI fl I I I I I ---= -----: RECORD DRAWING HCUSEf 901 I I I I I ' I I I I I ' "I ii I' I i' I I I I I I I .. ,... .. ,.;;("~~.. .... I ----1 I I I RE\1El'ED: PAlllaA S. CMPEN1ER. PE ASSOaAlE CM. ENGi EP Ill DAlE: ,,.....--=il---11-----11-----------------1-----IDAlE ______ _ DH 10 NQ. DAlE DESml110N IF REVISIONS APPRCMD I I .:.: I s ~ l g ... N • I IE IE g I N -f s i .g ' i ~ 19 2g 40 s I I I SCALE: 1"=20' J J/15/23 'J Ill I Cit I 2 SIEEI' IF "' 6: C11 1"6 1.08"/HR HZ-1 532 C12 1" 3.6 1.44"/HR HZ-2 144 C13 1" 2.52 2.41"/HR HZ-3 48 .75" .75"1"1" 1"1" 1" 1"1" .75" MAINLINE, LATERALS AND WIRE CONDUIT SHALL BE INSTALLED UNDER CURB APRON WHEN CROSSING STORM DRAINS. TYPICAL. (2)4SL 1"1"1"1" (2)4SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL 2" 2" 2" C8 1" 6.5 1.08"/HR HZ-1 566 C9 1" 3.6 1.44"/HR HZ-2 144 C10 1" 2.52 2.41"/HR HZ-3 48 .75" .75" .75" 1" 1"1" 1" 1" 1" 1" 1" MAINLINE, LATERALS AND WIRE CONDUIT SHALL BE INSTALLED UNDER CURB APRON WHEN CROSSING STORM DRAINS. TYPICAL. (2)4SL1"1" (2)4SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL2"2" 2" R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 25 IRRIGATION PLANS FROM STA. 118+05 TO STA. 127+00 BALBOA BLVD MEDIAN IMPROVEMENTS 8T H S T R E E T 7T H S T R E E T 6T H S T R E E T 7T H S T R E E T BALBOA BOULEVARD BALBOA BOULEVARD MA T C H L I N E S T A 1 2 2 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 2 2 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 2 6 MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 2 4 1. I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 2. REFER TO SHEET 21 FOR IRRIGATION LEGEND AND NOTES. 3. REFER TO SHEET 22 FOR IRRIGATION WATER USE CALCULATION AND SCHEDULE. 4. REFER TO SHEETS 27 - 29 FOR IRRIGATION DETAILS. IRRIGATION NOTES (8TH STREET - 6TH STREET) 2 2 2 2 2 2 I I I I I I I I I I I I l:ti -c = = ,,---=--~~~--~j _ _ _ _ L ~.-~ ....... ----=---=------=----=----=-,-.:,_) - -~ -----=----=-~ - ---=--- ---j'.JU'~l;it LCC 7T I ::-. HCLSE;f 62.:J f-lCUSL# /If: nOL,S=:;/ 7-1-/ ---j:JJSEfr 618 HCLSEf E16 P,t .. '?k'NC; I L,JT ---=--=-- 1- 1 I I H8JSEfr '3 1 I I I +- -. -,rj f'o; "") (C: c-.:::, ,:::-; '._) (._ ~ HOI_.SEf f.12. '',Ll,RKl!,JG 11 C)T '-:Jl.);,::,_4-71<J i;?~~) ~~ I - I I I \j /:3·4:_•, 02"\/J H8JSE/f '30E I ll;USFf/ 2()1 / rl I s-:-. /r-ST. I ,JJS=# 201 fJ -'.) I '------" ----- -'-:.-:.-.co---:.--cc:>/ I I I I I , 1.1 · \'ff'· i\ ~6--------- \~\~--------~---~----~~~ 'ce' -----+-c~c__'c'-----~----~-~----~----------~--------------------~----------_-ic1cJ;----~_l_\',_ _______ _ I I b .. =. I I I I I I I \ //. ~ --_J_ !'s!)i -----. ____ _ 7TI ST. / ""'"""""' .......... -=::JO \ 1s·,1 o'c-· r. -=::JO I ICJL,SL# EF >< = c::., >< = c::., / -... ------ PREPARED BY: 10-27--2021 AIIIEIIUil f1 Rabben/Herman 8 03-15-2023 RECORD DRAW1NG DM IERMM LNl>SCAPE MCtllEC1's NAME IDGNED: DRA• ,, ) I I I I I I I I I I I I I I I RDE1ED: PAlRICIA S. CARPEN1ER, PE ASSOCIAlE aw. ENGi ER DH Ill aECICED: DA1E: ,,,.--...:a::+---+-----+------------------+-----1DA1E ______ _ 10 NO. DAlE DESall 110N CF REVISIONS APPROYED I ! ~ I s ~ I ~ -N • i Iii: Iii: ' N .. f ~ i -8 1Q 2p SCALE: 1 • =20' 4p :3/15/2:3 I ' 1 s J l Ill I at I I! CF ,.. d: C5 1"6.5 1.08"/HR HZ-1 560 C6 1"3.6 1.44"/HR HZ-2 144 C7 1" 2.52 2.41"/HR HZ-3 48 C4 1" 3.2 1.08"/HR HZ-1 273 1" 1"1"1"1" 1" 1" .75".75" .75" 1"1" 1" 1" .75" 1" 1" MAINLINE, LATERALS AND WIRE CONDUIT SHALL BE INSTALLED UNDER CURB APRON WHEN CROSSING STORM DRAINS. TYPICAL. MAINLINE, LATERALS AND WIRE CONDUIT SHALL BE INSTALLED UNDER CURB APRON WHEN CROSSING STORM DRAINS. TYPICAL. (2)4SL 1"(2)4SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (1)4SL + (2)2SL (2)4SL (1)4SL + (2)2SL (1)4SL + (2)2SL (2)4SL + (2)2SL 2" 2"2" 2" 2" P.O.C. #3 - EXISTING 5/8" DOMESTIC WATER METER FOR IRRIGATION ONLY. INSTALL NEW 1" BACKFLOW, MASTER VALVE AND FLOW METER AFTER EXISTING WATER METER. FLOW AVAILABLE = 16 GPM STATIC PRESSURE = 86 PSI C2 1" 3.6 1.44"/HR HZ-2 120 C3 1" 1.68 2.41"/HR HZ-3 32 C1 1" EXIST EXIST EXIST EXIST 1".75" .75"1"1" 1.25" MAINLINE, LATERALS AND WIRE CONDUIT SHALL BE INSTALLED UNDER CURB APRON WHEN CROSSING STORM DRAINS. TYPICAL. PROVIDE TWO SPARE WIRES AND ONE SPARE COMMON WIRE CONTINUOUSLY FROM AUTOMATIC CONTROLLER TO LAST ELECTRIC CONTROL VALVE BOX, FOLLOWING MAIN LINE ROUTE. ALLOW 30-INCH EXPANSION LOOP AT EACH CONTROL VALVE ALONG MAIN LINE ROUTING. LOCATE IN MV VALVE BOX 2" (2)4SL + (2)2SL (1)4SL + (1)2SL (1)4SL + (1)2SL (1)4SL + (1)2SL (1)4SL + (1)2SL (1)4SL + (1)2SL2" 2" NEW CONTROLLER 'C': PEDESTAL MOUNT CONTROLLER, REFER TO LEGEND ON SHEET 21 FOR MODEL NUMBER. 120VAC REQUIRED AT THIS LOCATION. CONTRACTOR SHALL PULL POWER FROM EXISTING TREE LIGHTING OUTLET. CONNECT TO EXISTING SPRAY SPRINKLER HEAD IRRIGATION LATERAL. R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 26 IRRIGATION PLANS FROM STA. 127+00 TO STA. 135+85 BALBOA BLVD MEDIAN IMPROVEMENTS 6T H S T R E E T IS L A N D A V E N U E ME D I N A W A Y BALBOA BOULEVARD BALBOA BOULEVARD MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 2 5 MA T C H L I N E S T A 1 3 2 + 2 0 - S E E B E L O W MA T C H L I N E S T A 1 3 2 + 2 0 - S E E A B O V E 1. I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 2. REFER TO SHEET 21 FOR IRRIGATION LEGEND AND NOTES. 3. REFER TO SHEET 22 FOR IRRIGATION WATER USE CALCULATION AND SCHEDULE. 4. REFER TO SHEETS 27 - 29 FOR IRRIGATION DETAILS. IRRIGATION NOTES (6TH STREET - MEDINA WAY) 2 2 2 2 2 2 I I I , I.\ l _ ____,·1\c· -\~>-~. ---~~~ \.. [ I "· I I Ji I I I I I D .) ----i '(£)' ---------- ruo" I I I I ---- I r I I 1 - I I I J_ l--------~~-~-;, I I --.c::>O rw-11 ,c::::::JI I . I I I I L ·:..:::) / -~/ -c~ / l;------•-J1-,t-; .. _1_u_\_:L-.~,v,v::::,s::::::,o::::::::::,._--.c::,, ___________ >< ____________________ _ r,r, = I I l 'F# HF) I I I I OJ·:=;-# 107 I ,c::::::JI c::., I ICUSI# ·n f-UUS=-#-' 22 7Cl '.:::l #124 IICUSI# '17 .Al:1 ml SS ~,UI A\'.AILA8L= -==-L..a...11 ,c::a_ -==-L..a...11 ,c::a_ --~- -" c·::-,, ~--·-'-,, LIB~.1\RV f CD [. J,L-_L[3C,A JL'/J. rL 1 1, -,,·11..t.1'> / .. NO / '-'\ ~ ;l~~ rev • t. 7 • j I 1,.__.,, • ·"'· j j \ .. .. /' I \ ~~~~~-c)0 \ I / I • " •• • •. ~ " . \ ./' ~; .. ' ~ '-i • \ ', ' -~ I -~, ~ I . • ' . -• . / ' • -... ._'p \<. I ./ ···-·1;· ;· " • ,. < . . . (._.) :: ~ , ; ~.) :...::.) C I > .. ,_.) ~ .. ) •:::; . J ') ·" 0; . . • . ,,-' "'°Ii N, r_, ,11.) .J/ ,_i, • ______ ·r_w«f-=E-----\~-~-~ ~·-·~· I ~=I •• \ii I ,;~ 7CU:J:_ #I 2S PREPARED BY: Rabben/Herman I I I I I 45' O'" I l·JUSI #-1 )7 HOUSl #1-52 I I I I I DAN HERMAN LNl>SCNIE ARCH1EC1's NMIE DESIGNED: DRA• I I I I I I I I I I I I I I I I I /-'. 1"-..S) -JUS"=-!!-·ic,s S .6J.ID t..vF I I I I . I I I I 10-27-2021 AIIEllUI fl 8 03-15-2023 RECORD DRAWING I C ~h=- ,:.:1 ·c II I I /CV I jjO \'.:,L~\S-•• : \.~) 11 1 -----~1 ---= ~I ~-• ---. .. ~/ jjO \, '·· . . . _,y-· I 1rr - "·· • w =~ ,.,..._ ./ f---'.'";._,SFµ 101 =--D.l\Ll:UA ::il\/L:: RE\1El'ED: -- =t~~-' ·--.. .----■ -I I I I I I HCI PA'lllaA S. CMPEN1ER. PE ASSOaAlE CM. ENGi EP Ill DAlE: ,,.....--=il---11-----11-----------------1-----IDAlE ______ _ DH 10 NQ. DAlE DESml110N IF REVISIONS APPRCMD I I .:.: I s ~ l g ... N • I IE IE g I N -f s i .g ' i ~ 19 2g 40 s I I I SCALE: 1"=20' J J/15/23 'J Ill I Cit I 2 SIEEI' IF "' 6: R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 27 IRRIGATION DETAILS 6 BRASS NIPPLE (TYPICAL). 1 CU.FT. CONCRETE THRUST BLOCKS (TYP.) WRAP PIPE W/ 10 MIL. TAPE. SATURATE AND COMPACT FINISH GRADE. PVC MALE ADAPTER. SUB-GRADE TO 90% PRIOR TO POUR. BRASS UNION. WYE STRAINER - LINE SIZE. REFER TO IRRIGATION LEGEND. BRASS ELL (TYPICAL). REDUCED PRESSURE BACKFLOW ASSEMBLY LEGEND: 2 1 3 4 6 5 7 8 1 2 3 9 4 5 6 8 12" MIN. 36" MAX. NO SCALE BACKFLOW PREVENTER 9 LOCKING METAL SECURITY ENCLOSURE AND9 PRE-FABRICATED MOUNTING PAD. 7 2 4 1 3 14 111013789 12 8" MIN. 5 CONTROL WIRES, BUNDLE AND TAPE WITH 30" COIL OF WIRE. ELECTRIC CONTROL VALVE. RECTANGULAR VALVE BOX WITH LOCKING COVER - 1" IN TURF AREAS, 3" IN SHRUB AREAS. WATERPROOF WIRE CONNECTORS. 3/4" CRUSHED GRAVEL - 8" DEPTH. PVC PRESSURE PIPE. SCH 80 PVC FULL PORT UNION. PVC SCH 80 FEMALE ADAPTER. PVC NON-PRESSURE PIPE. SCH 80 PVC NIPPLE (LENGTH AS REQUIRED). COMMON RED BRICK - 4 REQ'D. SCH 80 PVC TEE (S x S x S) OR ELL (S x S)4 3 2 1 7 6 5 11 10 9 8 12 14 13 LEGEND: NO SCALE ELECTRIC CONTROL VALVE I.D TAG - IDENTIFY CONTROLLER ASSIGNMENT. 15 15 *HEAT BRAND CONTROLLER AND THE VALVE NUMBER SEQUENCE ON COVER IN 2" HIGH CHARACTERS. I.D TAG - IDENTIFY CONTROLLER ASSIGNMENT. GREEN IN COLOR* 8 10 11 12" MIN. 18" MAX. 7 12 4 11 2 93 5 6 13 1 FINISH GRADE. PVC MAIN LINE PIPING. FLOW SENSOR AND PVC HOUSING. SET RECTANGULAR VALVE BOX 1" ABOVE FINISH GRADE OF TURF OR SET 3" ABOVE FINISH GRADE OF GROUND COVER AND SHRUB AREAS. ALLOW MINIMUM DISTANCE OF 8 PIPE DIAMETERS AND A MAXIMUM OF 10 FROM NEAREST UPSTREAM VALVE, FITTING, METER, OR REDUCING COUPLER. ANGLE MAIN LINE TO SPECIFIED DEPTH WITH 45 DEGREE FITTINGS. COMMON RED BRICK (4 REQUIRED). VALVE, FITTING, METER, OR REDUCING COUPLER NEAREST TO FLOW SENSOR. ALLOW MINIMUM DISTANCE OF 12 PIPE DIAMETERS AND A MAXIMUM OF 15, FROM NEAREST DOWNSTREAM VALVE, FITTING, METER, OR REDUCING COUPLER. SIGNAL CABLE (2-WIRE CONDUCTOR) WITH 30" EXPANSION LOOP (SEE SPECIFICATIONS). EXTENSION AS REQUIRED. 3/4" CRUSHED ROCK - 12" DEEP. WATERPROOF WIRE CONNECTIONS RECTANGULAR VALVE BOX; HEAT BRAND THE LETTERS `FS' ON COVER PER SPECIFICATION. LEGEND: 5 1 2 3 4 6 7 8 9 10 11 NOTE: 12 13 2" CLR NO SCALE FLOW SENSOR GRADE. LANDSCAPE FABRIC - WRAP SIDES AND BOX BOTTOM, COVER ALL OPENINGS. 2. ARRANGE VALVE BOXES AT RIGHT ANGLE TO HARDSCAPE EDGES. 3. USE TEFLON TAPE ON THREADED FITTINGS. DO NOT USE PIPE DOPE. 1. PROVIDE 2 FOOT MINIMUM CLEAR DISTANCE BETWEEN VALVE BOXES. SCHEDULE 80 PVC T.O.E. NIPPLE (THREADED ONE END) AND SLIP-FIT COUPLING (TYPICAL). PVC PIPE TO FLOW SENSOR OR SPRINKLERS: ANGLE PIPE TO SPECIFIED DEPTH WITH RECTANGULAR VALVE BOX, WITH BOLT-DOWN COVER AND STAINLESS STEEL HARDWARE - HEAT BRAND CONTROLLER ASSIGNMENT AND THE LETTERS "MV" ON COVER IN 2" HIGH CHARACTERS. NOTES: I.D TAG - IDENTIFY CONTROLLER ASSIGNMENT. WIRE CONNECTOR - 2 REQUIRED. MASTER VALVE. PVC MAIN LINE PIPING. COMMON BRICK (4 REQUIRED). 3/4" CRUSHED ROCK - 6"DEEP. 6 5 4 3 2 1 7 8 9 45 DEGREE ELBOWS AS REQUIRED. CONTROL/COMMON WIRES FROM CONTROLLER - COIL 36-INCH MIN. LENGTH OF WIRE IN BOX.10 11 LEGEND:2" MIN. CLEAR 6" MAX.3 11 FINISH 9 6 4 7 5 82101 NO SCALE MASTER VALVE 1" IN TURF 3" IN GROUNDCOVER SCH 80 PVC NIPPLE 6" MIN. LENGTH. PVC MAIN LINE, DEPTH AS REQUIRED. 36" MIN LENGTH #4 REBAR STABILIZER, ATTACH W/ TWO (2) STAINLESS STEEL BANDS. SCH 80 PVC TEE OR ELL. COMMON BRICK - 2 REQ"D. SCH 80 PVC STREET ELL, TYPICAL 3/4' CRUSHED GRAVEL - 8" MIN. DEPTH . SCH 80 PVC NIPPLE, LENGTH AS REQUIRED. QUICK COUPLER VALVE. ROUND VALVE BOX - GREEN IN COLOR - 11 10 9 8 7 1 2 3 4 5 6 LEGEND: 1 2 3 4 5 7 9 108611 NO SCALE QUICK COUPLER VALVE 1" IN TURF AREAS, 3" IN SHRUB AREAS. HEAT BRAND THE LETTERS "QC" ON LID. 5 2 1 4 3 SMART CONTROLLER NO SCALE ENCLOSURE BASE - MINIMUM OF 20"x20"x12" DEEP - TYPE V 2500 PSI CONCRETE. SLOPE EDGES TO DRAIN. EXTEND CONCRETE BASE AS REQUIRED TO CONNECT WITH ADJACENT PAVEMENT. 120-VOLT POWER SWITCH AND 20A/120V GFI OUTLET WITH BREAKER BOX. SET PAD ELEVATION AT 1-INCH ABOVE FINISH GRADE IN TURF AND SET AT 3-INCHES IN GROUND COVER AREAS. CONTROLLER ENCLOSURE . COPPER CLAD GROUND ROD - 5/8"x 8-FOOT. PROVIDE #10 BARE COPPER WIRE AND CLAMP. CONTROL WIRES WITHIN 3" PVC SCHEDULE 40 LONG SWEEP ELL - W/ 3-FOOT EXPANSION LOOP AND ZIP LOCK TIES BELOW CONTROLLER. INCLUDE WIRE NUT CONNECTORS FOR WIRES. IRRIGATION CONTROLLER . 120-VOLT, 60 CYCLE POWER SUPPLY WIRES IN SCHEDULE 40 PVC, 1-1/4" SIZE CONDUIT. SLOPE TO DRAIN. 36" MIN.24" MAX. 18" MIN. SCHEDULE 40 PVC SWEEP ELLS - PROVIDE THREE (3) 1-INCH CONDUITS FOR DEDICATED USE WITH FLOW SENSOR CABLE, BARE GROUND WIRE AND ONE SPARE. NOTES: 1. ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL ELECTRICAL CODE. 2. GROUND SIGNAL CABLE AT EACH CONTROLLER ENCLOSURE. 3. NO WIRE SPLICES PERMITTED WITH FLOW SENSOR SIGNAL CABLE. RAIN SWITCH ASSEMBLY WITH SECURITY MOUNTED TO ENCLOSURE. LEGEND 1 2 3 4 5 6 7 8 9 10 5 7 4 2 8 1 10 9 3 6 7 BALL VALVE. FINISH GRADE. SCHEDULE 80 PVC ADAPTER. PVC MAIN LINE.ROUND VALVE BOX, GREEN IN COLOR , HEAT BRAND THE LETTERS "BV" ON COVER* INSTALL AT 12" DEPTH CLEARANCE SCHEDULE 80 PVC NIPPLE, TYP. RED BRICK - 2 REQ'D. 1 CU. FT. 3/4" CRUSHED GRAVEL. 1 2 3 4 5 6 7 8 9 LEGEND: 1 9 2 4 5 6 7 8 3 NO SCALE BALL VALVE * SET RECTANGULAR VALVE BOX 1-INCH ABOVE FINISH GRADE OF TURF AND SET 3-INCHES ABOVE FINISH GRADE OF GROUND COVER AND SHRUB AREAS. LANDSCAPE FABRIC - COVER ALL OPENINGS10 10 11 INSTALLED HEIGHT OF VALVE BOX*. 11 8 ELECTRIC CONTROL VALVE - DRIP NO SCALE 20 20 LANDSCAPE FABRIC - WRAP SIDES AND BOX BOTTOM - COVER ALL OPENINGS. 19 19 1-INCH IN TURF AREAS AND 3-INCHES IN SHRUB AREAS. VALVE I.D TAG - IDENTIFY CONTROLLER ASSIGNMENT. 15 14 10 11 5 6 12 4 7 9 23 81617 13 1 18 SCHEDULE 80 PVC TEE OR ELL AS REQUIRED.18 ELECTRIC CONTROL VALVE DRIP ASSEMBLY. 9 SCHEDULE 80 PVC NIPPLE (2" LENGTH, HIDDEN) AND SCHEDULE 80 PVC ELL.17 COMMON RED BRICK - 4 REQUIRED.16 3/4" CRUSHED GRAVEL - 8" DEEP. 15 PVC MAIN LINE PIPING. 14 SCHEDULE 80 PVC UNION. 13 SCHEDULE 80 PVC NIPPLE, SHORT (1 0F 3). 12 SCHEDULE 80 PVC MALE ADAPTER. 11 PVC NON-PRESSURE PIPE. 10 FINISH GRADE. 8 7 6 RECTANGULAR VALVE BOX WITH LOCKING COVER* - GREEN IN COLOR. 5 APPROVED WATERPROOF WIRE CONNECTORS. 4 30-INCH COIL LINEAR LENGTH OF CONTROL WIRES. 3 SCHEDULE 80 PVC NIPPLE (TYPICAL, LENGTH AS REQUIRED). 2 SCHEDULE 80 PVC ELL. LEGEND 1 3" MIN. *HEAT BRAND CONTROLLER AND THE VALVE NUMBER SEQUENCE ON THE COVER IN 2" HIGH CHARACTERS. TOP OF MULCH. 2" 0 0 0 0 0 0 ~ T 0 f ~ 0 t~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ • o (ll • 0 • ' O ; 0 • ~' " oo C>, 0 . O •• r:fJO 0 00 Oo , O oO ,0 0 • o ·o •• o • • ~--------1-o O ' ,o0-.;--0 0 8 8 0 0 0 -----0 I - - - 0 0 8 o~---0-----0-----0----- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' -- 1 Qi-------- 8 0---- PREPARED BY: Rabben/Herman . - - 3 . og7o's721 , .. Or CAL\ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 § 0 0 0 Q Qi--------of--------- 10-27-21121 A11111011 I RaEWED: l-llll!lli~m--,~-B-m+NEWu--llRASC-=------------1----1 ~~L~ -7DM1iiiii'ii11tii1,RWMlr--l-----J--+-------------+---I PAlllaA S. CMPENlEII, PE INIISCWE MCHIBl'S NMIE ABXJAlE CM. ma Eli IIRAIN: =-=lll--+------------------DA1E ____ 1 NO. DAlE llmRI 1ICIN flF RE\1SIONS M'PRIMD I 3/15/23 I HEI' aF I I ,ii I ! ~ f ~ -" • I I ' " ... f 9 = i -8 : I f ! I s d: R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 28 IRRIGATION DETAILS 2 1 REDUCING BUSHING - 3/4" MIPT X 1/2" FIPT. COMMON RED BRICK - 2 REQUIRED, TYPICAL. DRIPLINE EMITTER TUBING. AIR/VACUUM RELIEF VALVE. FINISH GRADE OF SOIL. BOLT-DOWN ROUND VALVE BOX - GREEN IN COLOR. HEAT BRAND THE LETTERS "AV" WITH NOTES: 1. USE TEFLON TAPE ON ALL MALE PIPE THREADS. LEGEND: DIG MODEL #15-058 UNIVERSAL NUT LOCK TEE (INS. X INS. X 3/4" FIPT). 2" HIGH CHARACTERS ON COVER. SET TOP OF ROUND BOX FLUSH WITH THE TOP OF MULCH. 3/4" CRUSHED GRAVEL - 12" DEEP. 1 NO SCALE AIR / VACUUM RELIEF ASSEMBLY 2 7 68 4 3 9 5 6 7 5 3 4 2 1 9 8 FLUSH OUT ASSEMBLY NO SCALE 9 1 PVC FLEXIBLE HOSE (BLACK) - 1/2" DIAMETER (NON-IPS) - 3-FT. MINIMUM LENGTH - GPH MODEL #GPVCAR050 SERIES. PVC SCHEDULE 40 SLIP FIT REDUCER BUSHING (1/2 X 3/8) AS REQUIRED. 738 3/4" CRUSHED GRAVEL - 1 CUBIC FOOT. SCHEDULE 40 PVC SLIP COUPLER (LINE SIZE). SCHEDULE 40 PVC BALL VALVE (S X S) - 1/2". COMMON RED BRICK SUPPORTS (2 REQUIRED). DRIPLINE SYSTEM PIPING. 1-3" ABOVE FINISH GRADE. GREEN COLORED 10" ROUND BOLT-DOWN VALVE BOX - HEAT BRAND THE LETTERS' FO' ON THE COVER 9 10 5 7 8 6 FINISH GRADE. 3 4 2 1 2 LEGEND 10 5 6 4 7 IN 2" HIGH CHARACTERS. 3 4 NO SCALE DRIPLINE TUBING -TYPICAL LAYOUT EDGE OF PLANTER OR LIMIT OF ZONE AREA AS SHOWN ON PLANS. PERIMETER DRIPPER TUBE 2" TO 4" FROM EDGE OF PAVEMENT OR RETAINING WALL. DRIPLINE TUBING START OF CONNECTION. DRIPLINE COMPRESSION ELL. AIR/VACUUM RELEIF VALVE PLUMBED TO DRIPLINE TUBING AT HIGH POINT. SOILD PE TUBE CONNECTION TO DRIPLINES. DRIPLINE CONTROL VALVE ASSEMBLY. PVC SUPPLY HEADER TO OTHER DRIP LINE SYSTEMS ON THE SAME VALVE. PVC EXHAUST HEADER TO OTHER DRIP LINE SYSTEMS ON THE SAME VALVE. DRIPLINE SUPPLY HEADER MANIFOLD. NOT TO EXCEED 5 GPM. DRIPLINE EXHAUST HEADER MANIFOLD. NOT TO EXCEED 5 GPM. LINE FLUSHING VALVE PLUMBED TO PVC EXHAUST HEADER. 11 2 12 6 9 5 7 2 4 3 8 10 1 2 1 LEGEND : 2 3 4 5 6 7 8 9 10 11 12 ICV NO SCALE DRIPLINE TUBING -TYPICAL LAYOUT FINISH GRADE. PLANT LOCATIONS SHALL BE SPACED PER PLANTING PLAN BETWEEN DRIPLINE. (TYP). COMPRESSION 180 2-WAY TRANSITION TEE FROM DRIPLINE TO PVC. COMPRESSION TEE. PE DRIPLINE. CONNECTION TO DRIPLINE. SCHEDULE 40 PVC PIPE TO ELECTRIC CONTROL VALVE. SCHEDULE 40 PVC PIPE TO AUTOMATIC FLUSH VALVE. CONCRETE PLANTER CURB. SCHEDULE 80 PVC RISER. EXHAUST MANIFOLD SECTION 12" 0.C. +/- 1" SUPPLY MANIFOLD SECTION 4" MAX. 2" MIN. 9"(TYP) 2" MIN. 4" MAX. LEGEND : 1 2 3 4 5 6 7 8 9 10 1 34 2 5610 7 9 8 104 DRIPLINE TUBING TREE RINGS - UNDER GRATES NO SCALE 9 5 8 7 6 5 4 3 2 1 9 8 7 6 5 4 3 2 1QcAN OPY OF TREE. ODRIPLINE PER EQUIPMENT LEGEND ON SHEET 21, STAKED 5' O.C. OAMENDED BACKFILL MIX, SEE PLANTING PLANS. Q17MM BARB x THREADED FLUSH CAP FITTING. OTREE PIT, SEE PLANTING PLANS FOR SIZE. OROOT BALL OF TREE. Q1/2" SCH 80 NIPPLE, CUT TO LENGTH & 90 FPTxSLIP Q1/2" MPT X 17MM BARB FITTING OLATERAL LINE PIPE NOTE THE ABOVE LAYOUT IS FOR A 24"-36"BOX TREE WITH UP TO 48 L.F. OF DRIPLINE (36" BOX). ADD OR SUBTRACT DRIPLINE AS NEEDED SO SOAKER HOSE COVERS THE TREE PIT. 0----- PREPARED BY: * 1 .. t 1 f" * 76" + 7" SPACING BETWEEN EMITTERS 0 0 0 0 0 0 0 0 0 0 0 0 0----- l 113111 3111- _J ,__~ ~ '=-=°-~~ 0 11 "'fillll fil lTII~ ----IIE ff ~ ~. ---~Ss][D [,j "'---.. 0 0 0 0 0 0 0 0 0 0 0----- 0 0 0 0 Qf--~►►-r-'1 I I 0---- 0 0----- I 3/15/23 I 10-27-21121 A11111011 I RaEWED: Rabben/Herman l-llo!iol.+m--,~---34NEWu--llRASC--=-----------+----1 ~~L~ . - - 3 . og7o's721 '"' Or CAL\ DMI HEIIIM INIISCWE MalBl'S NMIE IIRAIN: PAlllaA S. CMPENlEII, PE ABXJAlE CM. ma Eli ==-----lll-+---+-----+------------------+----1DA1E ________ 1 NO. DAlE llmRI 1ICIN flF RE\1SIONS M'PRIMD HEI' I I ,ii I ! ~ f ~ -" • I I ' " ... f 9 = i -8 : I f ! I s aF d: R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 29 IRRIGATION DETAILS NON-PRESSURE LATERAL LINE. CONTROL WIRES, AND FLOW SENSOR 2" LAYER OF CLEAN BACKFILL DIRECT BURIAL, LOW VOLTAGE, SIGNAL CABLE, BUNDLE @ 10 FT. O.C., PRESSURE MAIN LINE. FINISH SURFACE. BACKFILL TO 90%. SATURATE AND COMPACT1 12" MIN. 18" MIN. 6"MIN. 6"MIN. 1 2 3 4 5 6 2 3 4 5 6 LEGEND: NO SCALE TRENCHING 1 NO SCALE SLEEVING UNDER PAVEMENT 24" UNDER PEDESTRIAN PAVEMENT AND MIN. DEPTH: 36" UNDER VEHICULAR PAVEMENT. CL R2" 6" HARDSCAPE EDGES. CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES. REQUIREMENTS. CLEAN BACKFILL AS REQUIRED, REFER TO SPECIFICATIONS FOR HARDSCAPE SURFACE. PRESSURE MAIN LINE WITHIN SLEEVE. CONTROL WIRE CONDUCTORS. MATERIAL AND COMPACTION LATERAL LINE WITH SLEEVE. EXTEND SLEEVES A MIN. OF 12" BEYOND MINIMUM TWICE THE DIA. OF THE WORKING PIPE. SLEEVES SHALL BE SCHEDULE 40 PVC AND @ NOTES: 5 6 4 6 5 3 2 CLEAN SAND BACKFILL.3 4 1 2 LEGEND: 1. 2. 3. 7 7 9 1 2 12 10 SECTION COMMON RED BRICK; 4 REQUIRED. CURB, WALK, OR OTHER HARDSCAPE FEATURE. 11 9 10 8 PERMANENT IDENTIFICATION BAND. SIGNAL CABLE - WITH 24-INCH LOOP. SxS COUPLING - UL LISTED SCHEDULE 40 PVC - FOUR (4) REQUIRED. CONDUIT BUSHING - SEAL ENDS WITH SPRAY FOAM. CABLE CONDUIT - UL LISTED SCHEDULE 40 PVC. 6 7 5 4 2 3 1 LEGEND: 5 4 3 SWEEP EL 90 - UL LISTED SCHEDULE 40 PVC. 8 7 RECTANGULAR VALVE BOX, WITH BOLT-DOWN COVER - GREEN IN COLOR - HEAT BRAND THE LETTERS "PB" ON COVER IN 2" HIGH CHARACTERS. 3" IN GROUNDCOVER 1" IN TURF LANDSCAPE FABRIC - WRAP SIDES AND BOX BOTTOM, COVER ALL OPENINGS. 3/4" CRUSHED ROCK - 8" DEEP. 6 11 2" MIN. 12" MIN. 30 " NOTES: 1. ARRANGE PULL BOXES AT RIGHT ANGLE TO HARDSCAPE EDGES. 2. THE ENDS OF THE CONDUIT SHALL REMAIN CAPPED UNTIL THE INSTALLATION OF CABLE. FINISH GRADE.12 NO SCALE SIGNAL CABLE PULL BOX 8 1 2 3 4 5 6 7 NOTE: ALL SPRAY HEADS HARDSCAPE SURFACE. 4" CLEAR OF ALL POP-UP SPRAY HEAD. FINISH GRADE. STREET ELL, TYPICAL. 1 2 3 4 1/2" PVC SCH. 80 NIPPLE, USE PVC SCH. 40 TEE S x S x T. PVC LATERAL LINE. PIPE DEPTH - SEE TRENCH DETAIL. 6" MIN. LENGTH. FOR 6" POP-UP AND 12" MIN. LENGTH. FOR 12" POP-UP BODY 5 6 7 8 NO SCALE SPRINKLER HEAD SET SPRINKLER 1/2" ABOVE FINISH GRADE OF TURF AND SET 2" ABOVE FINISH GRADE OF GROUND COVER AND SHRUB AREAS. LEGEND: SECTION * * 2 13 4 LATERAL PIPE - SCHEDULE 40 PVC - 3/4" MINIMUM SIZE. ROOT WATERING SYSTEM WIITH BUBBLER NOZZLE AND SWING JOINT ASSEMBLY. ALLIGN UNITS ON OPPOSITE SIDES OF TREE. TREE OR PALM. LATERAL LINE PIPING FROM ELECTRIC CONTROL VALVE. ROOT BALL. 1 2 3 4 LEGEND 5 LAYOUT ALIGN TYP. 24" CLEAR TYP. FOR TREES 4 5 3 2 1 OUTLINE OF TREE GRATE WHERE APPLICABLE.6 20" CLEAR TYP. WITH TREE GRATE CONDITION 6 NO SCALE TREE SPRINKLER LAYOUT5 0 0 i i I ----------7 I / I - - I / L------~= ---_J /~ / \ 0----- PREPARED BY: 0 0 0----- 0 0 0 0 0 0 0 0 0 0----- 0 0 0 0 0 0 0 Qi-------- 0 0 0 0 0 0 0 Qi--------- I 3/15/23 I 10-27-21121 A11111011 I RaEWED: Rabben/Herman l-llo!iol.+m--,~---34NEWu--llRASC--=-----------+----1 ~~L~ . - - 3 . og7o's721 , .. Or CAL\ --iilDM1i1i11tii1,DMM1iii1-· l-~~---1---------------1----1 PAlllaA S. CMPENlEII, PE INIISCWE MCHIBl'S NMIE ABXJAlE CM. ma Eli IIRAIN: =,,..-----lll=t-------+---------------+------1DAlE ______ 1 NO. DAlE llmRI 1ICIN flF RE\1SIONS M'PRIMD HEI' aF I I ,ii I ! ~ f ~ -" • I I ' " ... f 9 = i -8 : I f ! I s d: SHRUB LEGEND Latin Name Common Name Spacing Size WUCOLS*Label Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum 30" o.c Tri. Spc.L5 Gal 24" o.c Single Row 5 Gal L Variegated Smooth Agave Agave attenuatta 'Nova'Blue Fox Tail Agave Per Plan 15 Gal Agave desmetiana 'Variegata' Per Plan L15 Gal Existing Callistemon 'Little John' and Senecio mandraliscae Protect in Place and infill gaps with 5 gal. containers of like kind Replant/relocate existing Aloe Stricta 'Ghost Aloe' per plan (Available at Water Wise Botanicals, Bonsai) CM Symbol *WUCOLS Note: Per 'A Guide to Estimating Irrigation Water needs of Landscape Plantings in California' by California Department of Water Resources, WUCOLS, Water Use Classifications of Landscape Species, is a University of California Cooperative Extension Publication and is a guide to the water needs of landscape plants. Local nurseries such as San Marcos Growers and Monrovia's recommendations are used for plants that are not on WUCOLS. Lantana x 'New Gold'New Gold Lantana 24" o.c 5 Gal LLX TREE LEGEND Latin Name Common Name Size Qty.WUCOLS*Comments Arbutus unedo 'Marina' Marina Strawberry Tree 48" Box L Standard Existing Washingtonia robusta (Protect in Place) Existing -- - Existing Tree (Protect in Place) Existing -- - BTH Varies L Skinned Refer to plan Preliminary Soil Testing Locations Shown Total (4) Locations- Final Location by Soil Consultant. See Soil Preparation Specification Ulmus parvifolia 'True Green' True Green Chinese Elm 36" Box 18 M Standard 31 8 (15' BTH) 8 (18' BTH) 4 (20' BTH) Washingtonia filibusta Filibusta Fan Palm R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 30 GENERAL PLANTING NOTES: For additional planting information not mentioned in these general planting notes, refer to specifications Sections 32 9113 Soil Preparation, 32 9353 Palm Tree Planting and 32 9300 Trees Shrubs and Groundcover. Be responsible to consult with site superintendent, appropriate agencies, and Drawings for verifying locations of underground utilities, pipes and structures. Take sole responsibility for costs incurred due to damage of said utilities if proper verification by Contractor was not performed. Do not willfully proceed with planting operations when it is obvious that unknown obstructions and grade differences exist that may not have been known the during design process. Bring such conditions immediately to attention of Owner's Authorized Representative for resolution. Assume full responsibility for costs incurred and required modifications due to lack of providing such notification. Be responsible for coordinating other contractors work related to proper execution of Contractor's Work. Obtain a letter of final grade certification from Grading Contractor prior to beginning planting operations certifying that rough grades are within 1/10th of an inch from specified finish grades. Ensure that finish grade elevations of planting areas are set at proper elevations relative to paving finish surface elevations, utility covers, and curbs. Existing site soil may be used for planting areas and berms, however, it will need to be amended as indicated in Section 32 9113 - Soil Preparation. Should import soil be necessary to bring site to specified finish grades, indicate source location. Ensure that import soil is of a sandy loam nature, containing no toxic chemicals or elements that might inhibit or retard normal plant growth. Submit soil test results of import soil to Owner's Authorized Representative for approval prior to delivering soil to site. Trees may be initially tagged by Owner's Authorized Representative at a nursery selected by Owner's Authorized Representative, or if deemed acceptable by Owner's Authorized Representative, Contractor's choice. If trees are to be tagged by Contractor in-lieu of Owner's Authorized Representative, ensure that trees of a similar species and variety have matching form unless indicated otherwise on Drawings. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. Excavate plant pits to dimensions noted on drawing details. Mulch shrub and groundcover areas (excluding turf and annual color beds) with a 3-inch deep layer of mulch as specified in specification Section 32 9300 Trees, Shrubs and Groundcovers. Mulch continuous under fences and appurtenances between paved edges and curbs. Some trees require root control devices - refer to Drawings for precisely which trees require them. Ensure that trees and shrubs are not planted too deep relative to finish grade - refer to specification Section 32 9300 Trees Shrubs and Groundcovers for proper grade elevations. Install plant material with its best side facing the predominate view of the public. Do not plant trees within 10-feet of gas or water unless indicated otherwise on Drawings. Contact Owner's Authorized Representative if meeting this criteria differs from locations indicated on Drawings. Provide the proper setback between streetlights and trees - contact City inspector for required setbacks. Refer to Drawing details for required planting, staking, and guying methods Trees require either staking, guying, or neither - refer to Drawings for staking and guying requirements. Replace or repair existing materials that are damaged by Contractor during planting operations with new material at minimum 5 gallon size. Clear and grub all existing planters which are to receive new planting. Refer to specifications Sections 32 9113 Soil Preparation for more information. Verify property lines prior to commencing planting operations. Refer to City standards for standard landscape plans and specifications, where applicable. Plant material, i.e. trees, shrubs, vines and groundcovers, must be approved by Owner's Authorized Representative prior to installation. Plant material installed without Owner's Authorized Representative's approval may be subject to removal and replacement with related costs incurred by Contractor. Final locations of plant material are subject to approval of Owner's Authorized Representative prior to installation. Perform the following procedures before beginning planting pit excavation: a. Shrubs - place actual plant containers on-site in preliminary locations. b. Trees - chalk or stake locations before digging holes. c. Container Pots - plant out one prototypical container pot. Notify Owner's Authorized Representative in sufficient time to perform a specified site observation task. Refer to Section 32 9300 Trees Shrubs and Groundcovers for site visit notification tasks and lead times. Insufficient notification time given Owner's Authorized Representative may require site visit to be canceled, or possibly, make Contractor responsible to compensate Owner's Authorized Representative for overtime. Be responsible to furnish plant material free of pests, poor condition, or disease, including pre-selected or pre-tagged plant material provided by Owner's Authorized Representative. If conflicts arise between actual size of planting areas on-site and those indicated on Drawings, contact Owner's Authorized Representative for resolution. Failure to make such conflicts known to Owner’s Authorized Representative in a timely fashion may result in Contractor's liability to relocate plant materials or at worst case, become unable to charge Owner for plant material already planted. Triangularly space groundcovers and shrubs, unless indicated otherwise on Drawings. Maintain half on-center spacing when adjacent paved areas, walls, or other fixed edges. Provide a tree stake and tree guy mock-up on-site for Owner's Authorized Representative review prior to performing tree staking and guying. Locate stakes into the prevailing wind if not indicated on Drawings. 8. 9. 10. 11. 12 13. 14. 1. 2. 3. 4. 5. 6. 7. PLANT IMAGES Lantana x 'New Gold' Agave attenuatta 'Nova'Agave desmetiana 'Variegata' Aloe Stricta 'Ghost Aloe' Callistemon 'Little John' Senecio mandraliscae PLANTING NOTES AND LEGEND Ulmus parvifolia 'True Green' Carissa macrocarpa 'Green Carpet' Washingtonia filibusta Arbutus unedo 'Marina' PREPARED BY: Rabben/Herman 10-27-2021 D.1-15-2023 DAN HERMAN LNl>SCNIE ARCH1EC1's NMIE DESIGNED: DRA• M·I·M•IJ AIIEllUI fl ABDD DRAIN: 0 RE\1El'ED: PA'lllaA S. CMPEN1ER. PE ASSOaAlE CM. ENGi EP Ill DAlE: ,,.....--=il---11-----11-----------------1-----IDAlE ______ _ DH 10 NQ. DAlE DESml110N IF REVISIONS APPRCMD ~ V E a •• CD I s ~ ' • 'V } .. I ! -f s i .g I J/15/23 I ' i s J 'J Ill I Cit I 2 SIEEI' IF "' 6: TREE LEGEND Latin Name Common Name Size Qty.WUCOLS* Arbutus unedo 'Marina' Marina Strawberry Tree 48" Box Existing Washingtonia robusta (Protect in Place) Existing - Existing Tree (Protect in Place) Existing - BTH Varies Refer to plan Preliminary Soil Testing Locations Shown Total (4) Locations- Final Location by Soil Consultant. See Soil Preparation Specification Ulmus parvifolia 'True Green' True Green Chinese Elm 36" Box 18 31 8 (15' BTH) 8 (18' BTH) 4 (20' BTH) Washingtonia filibusta Filibusta Fan Palm PA 18' BTH 15' BTH PAPA 18' BTH15' BTH 20' BTH PA PA PA R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 31 FROM STA. 100+00 TO STA. 108+85 MA T C H L I N E S T A 1 0 4 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 0 4 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 3 2 12 T H S T R E E T 11 T H S T R E E T 11 T H S T R E E T BALBOA BOULEVARD BALBOA BOULEVARD 10 T H S T R E E T TREE PLANS Refer to Sheet 30, Planting Notes & Legend, for Complete Tree Legend. (12TH STREET - 10TH STREET) --<-'.:i \' i ;~ _\ _>-,.,,_,.... ,, _; i\1' ,_:s la-. ;7:i , \\ 1,~...,., ~~- I U FO HOUSE# 1050 HOUSE# 1040 HOUSE# 1038 ·----~'ci~~J -+- I I I N72"33'57"W -------'-'-'-"'-" I FC) FO HOUSE# 1051 HOUSE# 1045 HOUSE# 1041 HOUSE# 1148 HOUSE# 1144 HOUSE# 1140 HOUSE# 1136 HOUSE# 1132 HOUSE# 1128 ~i'&--I I _L tis.---) '" ,, -/:) -2', ~) .,.I HOUSE# 1124 HOUSE# 1120 HOUSE# 1116 HOUSE# 1112 _J ',!:>·) I I I HOUSE# 1108 I %0 ::i R"'-l.-- I I HOUSE# 1104 HOUSE e,100 I I I t) I I I I I -I ~n: ,o -c, =-o FD fU -(_) (' IC r Ii'', -o =-c::: J F:--: --'-:J -----~ 0 -----HJ -------tt--8 I HOUSE# 1149 HOUSE# 1036 HOUSE# 1145 I N72"33'57"W 439.85' --~--- ---FC -----FO -----=-:.::i -----------FC -----FD -----=-o -----FC -----FC -----1c, HOUSE# 1141 i I I I HOUSE# 1139 I -\ HOUSE# 1133 HOUSE# 1129 HOUSE# 1125 T HOUSE# 1115 HOUSE# 1113 HOUSE# 1111 I I '?~\'>,-_,_,. ' HOUSE# 1034 HOUSE# 1028 HOUSE# 1024 HOUSE# 1022 HOUSE# 1016 HOUSE# 1012 HOUSE# 1008 I HOUSE# 1004 HOUSE# 1000 I I I I 10 I U ro -u I I 11 I I \ ,;<~ c~" I --------====-L ___ --_ -_ -_ -_ -_ -= -= -_ -_ -"-_ -_ -_ -_ -_ -_ -~-cc'I=;=-' -=-r.o,,' _-"_-:/_' --l~_ss,_· _-_· -_c _;_· ___ ·!-~~--~ ---FC -----FC -----,D -----,,--- Q) > "~--- I FO I I I I (ll ~ ~::--6) r-- ;J; I I I I ,' • ''\, /~\ '··-"'-:C-_-=";.• a _1/ I I - I -1= I I ~ -----FD -----FO -----=-:J -----=-:J -----F:-=-: -----FD -----=-c, -----FO -----FC -----F:J -----FC) ~ I I I I HOUSE# 1037 --------~-----~s"'-~~-r:---.-c/~------,-,,-----~-----------------r~-bl!",_F.-----------------=~, ,__, i-" --r---I ~ii~/--+ HOUSE# 1035 HOUSE# 1033 HOUSE# 1025 1- 1 I I I HOUSE# 1021 PREPARED BY: HOUSE# 1017 I I I 1 11 I HOUSE# 1015 HOUSE# 1009 HOUSE# 1005 I HOUSE# 1001 I I 10-27-2021 AIIEllUI fl Rabben/Herman D.1-15-2023 ABDD DRAIN: DAN HERMAN LNl>SCNIE ARCH1EC1's NMIE DESIGNED: DRA• 1 "1 \, ,c I I I HOUSE# 1105 I HOUSE# 1101 I I ,., u >'\ l }1 .I RE\1El'ED: I I I I I I I r-: I PA'lllaA S. CMPEN1ER. PE ASSOaAlE CM. ENGi EP Ill DAlE: ,,..---=il---11-----11-----------------1-----IDAlE ______ _ DH 10 NQ. DAlE DESml110N CE REVISIONS APPRCMD 0 I E E • cS s ~ J .. a IC I. ' i!i; -f s i .g ' i ~ 19 2g 40 s I I I SCALE: 1"=20' J J/15/23 "J Ill I Cit I 2 SIEEI' IF "' 6: TREE LEGEND Latin Name Common Name Size Qty.WUCOLS* Arbutus unedo 'Marina' Marina Strawberry Tree 48" Box Existing Washingtonia robusta (Protect in Place) Existing - Existing Tree (Protect in Place) Existing - BTH Varies Refer to plan Preliminary Soil Testing Locations Shown Total (4) Locations- Final Location by Soil Consultant. See Soil Preparation Specification Ulmus parvifolia 'True Green' True Green Chinese Elm 36" Box 18 31 8 (15' BTH) 8 (18' BTH) 4 (20' BTH) Washingtonia filibusta Filibusta Fan Palm 15' BTH 18' BTH PA PA PA 18' BTH 15' BTH PA PA PA R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 32 FROM STA. 108+85 TO STA. 118+05 MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 3 1 MA T C H L I N E S T A 1 1 3 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 1 3 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 3 3 10 T H S T R E E T 9T H S T R E E T 8 T H S T R E E T 9T H S T R E E T BALBOA BOULEVARD BALBOA BOULEVARD TREE PLANS Refer to Sheet 30, Planting Notes & Legend, for Complete Tree Legend. (10TH STREET - 8TH STREET) I I I , I HOUSE# 934 HOUSE# 932 T HOUSE# 926 HOUSE# 930 T T HOUSE# 924 HOUSE# 922 HOUSE# 920 HOUSE# 918 I (.) I CJ T HOUSE# 916 HOUSE# 914 HOUSE# 912 HOUSE# 810 HOUSE# 908 HOUSE# 906 I -----FC -----FC -----10 ------,, ---1 :_; ~) f CJ : l=== , ci's_, ---1 ci'",J~~---===n~=====n~=====nJ:"s::==~"-"8=-· ----=-c"::r" sr-c===al I ' --I I <\ ,£,"'-=i:.i:~::-._ I L g ,--, "r";c ~ ,0-.s .s-~ '" ,.;c'),, L ,, - -+-i T ~---------1 I :=..:, I (f I I r i --1 :-:: =-0 FO FO -,--_ =-0 FC Fn =-J ---=-c:1 ----_ -_ -_ FC -----=--Fe:, -----=-o -----FO -----F8 -----F:J -----,le_:, -----10 I I I I I I I I I I I t- I I I I C ' N 11 (_) " ' ~- / HOUSE# 951 HOUSE# 945 HOUSE# 941 HOUSE# 943 I HOUSE# 824 HOUSE# 822 HOUSE# 820 I I HOUSE# 81B FO ;,Y 5r? ~ I I I / HOUSE# I Iv_,--110, 9TH ST N72"33'57"W ,-,----=-- v HOUSE# 825 I I I / -1-=--=---=;;:-t:;L , 7 \ \ HOUSE# 823 \ HOUSE# 821 \ \ \ HOUSE# 935 HOUSE# 933 ' ~-bl!;' HOUSE# 929 ~-, HOUSE# 925 I I I I I I I I \ \ HOUSE# 921 HOUSE# 915 HOUSE# 913 \ \ HOUSE# 816 HOUSE# 814 \ HOUSE# 812 \ HOUSE# 810 \ HOUSE# BOB \ \ ::::::::==:!.._--1::'-=----=----=----=--=--=-=-"-~~K" --_::-_~1 ---_ --=----l ----Fe--~ ?-~\"- i I I I HOUSE# 819 I HOUSE# 817 I HOUSE# 815 I I I I I I I HOUSE# 813 \ \ PREPARED BY: ----=-F n - HOUSE# 811 I I I Rabben/Herman HOUSE# 809 I I \ I I I I I I __L I I ' DAN HERMAN LNl>SCNIE ARCH1EC1's NMIE DESIGNED: DRA• \ HOUSE# 909 HOUSE# 905 HOUSE# 901 HOUSE# 201 8TH ST, _=7 /'.].8.!i' ,\-:-- ()/' ·4 ,1 ',7)•~" 10-27-2021 AIIEllUI fl D.1-15-2023 ABDD DRAIN: ,, I ,, I' I ,, ' I I I 10 ---1 I RE\1El'ED: PAlllaA S. CMPEN1ER. PE ASSOaAlE CM. ENGi EP Ill DAlE: ,,....--=il---11-----11-----------------1-----IDAlE ______ _ DH 10 NQ. DAlE DESml110N IF REVISIONS APPRCMD 0 I E E • cS s ~ J .. a IC I. ' i!i; -f s i .g ' i ~ 19 2g 40 s I I I SCALE: 1"=20' J J/15/23 'J Ill I Cit I 2 SIEEI' IF "' 6: TREE LEGEND Latin Name Common Name Size Qty.WUCOLS* Arbutus unedo 'Marina' Marina Strawberry Tree 48" Box Existing Washingtonia robusta (Protect in Place) Existing - Existing Tree (Protect in Place) Existing - BTH Varies Refer to plan Preliminary Soil Testing Locations Shown Total (4) Locations- Final Location by Soil Consultant. See Soil Preparation Specification Ulmus parvifolia 'True Green' True Green Chinese Elm 36" Box 18 31 8 (15' BTH) 8 (18' BTH) 4 (20' BTH) Washingtonia filibusta Filibusta Fan Palm 18' BTH15' BTH 20' BTH PA PA PA PA 20' BTH 15' BTH18' BTH PA PA PA R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 33 FROM STA. 118+05 TO STA. 127+00 MA T C H L I N E S T A 1 2 2 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 2 2 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 3 4 MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 3 2 8T H S T R E E T 7T H S T R E E T 6T H S T R E E T 7T H S T R E E T BALBOA BOULEVARD BALBOA BOULEVARD TREE PLANS Refer to Sheet 30, Planting Notes & Legend, for Complete Tree Legend. (8TH STREET - 6TH STREET) PARKING I LOT I I I I I PARKING I LOT I I I I I- C '.f) --~- '" • -------1--~ -I ' I -1- -,- HOUSE# 716 HOUSE# 714 10''su --- 1 il"CD _ \=(~_,:'28'.)[.'_' _ I I I HOUSE# 712 -13"SD - -1 HOUSE# 710 HOUSE# 708 I ~--------~~-I HOUSE# 706 I I I HOUSE# 201 7TH ST. C 1 b'ii'.J'. ----~1_-,.,-_.----_,~--'-----'--~-"'--"---_ -~-~--,_; ,/i / ----~--~ _______ ___L, "'----------------~~-// / -----/ -FCJ ----'.j--HJ ---=-:J -----c -1Fi"SlJ N78"40'02"W -----'--------'-'-'~ I I I I I I I I I I I I l ------1 rlo - --_II-:_:-:_:=--r-( I - ---___ [>I F C ---- I(~~-~~ J -~ ~-- -£J1~~ ~ -~ -=_-~u ---=---_--Fe =------==------,-:_,, - -_-_ -Lo ---Fu I . r -i=-+-- -~ '''1'-~'1--- - -_--~-~-~~-~-:c~-~~-~ ~ - ---------___ ,c:-,=o------~~e-----===--FO --,-,-~--+--I', ---~~~c----=~---1_-=\(=,~~=~;=, ~1-='.0::::~~:~-~-=E_=O~---~~~=~f-D ~ I I I I I I ' ' ' ' I ' HOUSE# 710 8TH ST. HOUSE# 200 7TH ST. HOUSE# 723 1 , '1 HOU I SE# 721 HOUSE# 719 HOUSE# 717 I I : HOUSE# 715 HOUSE# 620 HOUSE# 618 HOUSE# 616 HOUSE# 614 ~~ ~1K-_ --~-'"\/~~---"'-~~-7~1 : ;r--/ --=~~";r=-~~-~K-=====::L'---, 1 ·1; u c : : awss, ,o, : r : "'~\!"' .I : HOUSEq 713 HOUSEq 711 HOUSE# 612 HOUSE# 610 HOUSEq 709 HOUSE# 608 HOUSE# 606 HOUSE# 201 6TH ST. I c, ---FO-----FO-----FC----FC-------f-U-----f-C---u -====--c'D J j\Q' I /.',,'•, :_:A I \1 ,_ --' I 11',.t'LJ HOUSE# 106 7TH ST. HOUSE# 623 -,_.,_ ~~ T ----- N78"40'02"W ------ '0---- . ' ·-\ / , I I ~· I I - cc ,I HOUSE# 621 I -FO--- r I I I HOUSE# 619 HOUSE# 617 HOUSE# 615 -I \I a.. 2, ? "S•-:'i.-+------EEH■ -C',- v '.)1;,--------'c-T --,,-------- -r ' c) L ~~17-----,fi,\' ~~Tr,;-------~\//:7=~=::=::~-;;=_~~=:::::====:::= <'>CS' , V : • •• >-_-1'_-,t,J_ '1&, -~--------~'"j: HOUSE# 613 HOUSE# 611 HOUSE# 609 PREPARED BY: Rabben/Herman HOUSE# 607 177 H~~Et;og ~II, I DM IERMM LNl>SCAPE MCtllEC1's NAME 10--27--2021 AIIIEIIUil f1 03-16-21123 RECORD DRAIINC I I I I I I I I I RDE1ED: PAlRICIA S. CARPEN1ER, PE ASSOCIAlE aw. ENGi ER 0 I 1Q 2p SCALE: 1 • =20' :3/15/2:3 I E E I ,if s ~ J .. D IC " ' r;; .. f ~ i -8 4p ' 1 s J l Ill I at I I! CF ,.. d: TREE LEGEND Latin Name Common Name Size Qty.WUCOLS* Arbutus unedo 'Marina' Marina Strawberry Tree 48" Box Existing Washingtonia robusta (Protect in Place) Existing - Existing Tree (Protect in Place) Existing - BTH Varies Refer to plan Preliminary Soil Testing Locations Shown Total (4) Locations- Final Location by Soil Consultant. See Soil Preparation Specification Ulmus parvifolia 'True Green' True Green Chinese Elm 36" Box 18 31 8 (15' BTH) 8 (18' BTH) 4 (20' BTH) Washingtonia filibusta Filibusta Fan Palm 20' BTH 15' BTH PA PA PA 18' BTH PA PA PA 15' BTH 18' BTH PA R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 34 FROM STA. 127+00 TO STA. 135+85 MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 3 3 MA T C H L I N E S T A 1 3 2 + 2 0 - S E E B E L O W MA T C H L I N E S T A 1 3 2 + 2 0 - S E E A B O V E 6T H S T R E E T IS L A N D A V E N U E ME D I N A W A Y BALBOA BOULEVARD BALBOA BOULEVARD TREE PLANS Refer to Sheet 30, Planting Notes & Legend, for Complete Tree Legend. (6TH STREET - MEDINA WAY) I I I I I I HOUSE# 520 HOUSE# 518 HOUSE# 514 I I I I HOUSE# 512 I HOUSE# 510 I I I j'' I _/Jr;:!-\~ I L I -I ----Ji," -••• ,...,_r_ --~- ··s. -I --.:::~ --~~~~~~~~-- ----I O --- I U ----I-'._: ----F:J ---FCJ -- 1 I 11iv,,,Q1 C.J ~, I -1 ""•··L·• I I _\ --+------ 0 I _ (£_yr,:_;-- T N78'40'02"W FC FC) -----=-o --- I _L -FO ' --FO - F:::; ---- I I I I I HOUSE# 508 -FD -- I I I I I HOUSE# 506 -\'\/--- I ,J I .. •" ~--~ •-~,-----~«•/cc, -----~''aSli"'·-----------cccccl'"''."''-"J,ic' -~---~--lf----++/"_·•---+1--C/•, I\'-' --------\"¼J.\._""'"-~--!fi~~-1 / -.,,_. ~i,l'J'"' I -il/c-3''_~~------=---.J,;4·-,-____,_,,---'----''',--1--· ----,'(~ I I I -I ·1 I t:,rn' I I I I I I -,:J- I ..._. ----- (/', --IC ____;_,1 ,,,v -----1 v,/ ~ ---. ,,-,c I ~ I :;i ~ [ +'-==-+----' a.. ... <_~j UBRARY #100 E. BALBOA BL VD. /CV I FIRE 5;. #110 ■ '° L±/1 ~ 1 I 1,\,1 "': --'/1/ -----\/-J ------VJ I -, w~ r l,)_', ==---_ '0"';[) -- /--....'\ 5 ,;~l I , :::.:i I ' "--=-=--=-/- N78'40'02"W -I I ----FC) ----I FC -_ -,_: =~-----=_-_:.,_· ===-=-_-_~o -----~o __ ------=-~ -_ I I ________ -_-_--_-_-_-_-_-_-_:_~_-_-~ii,-_E--•:;c·,=-:=======-'I -r/---==+===--F __ J.T_ -==--===F=-==-;-=TL.::===l=·:111 ----r ____ to:0_pz=7 \\_I / I 1· /I _L '•"'··,·1 II f, •• ~---------.., \_ ,I =-'c--+--r,h, '-1•-------------::--::.1\T\1·-· -----i-■ : I : .---~I ~ I i rr r : -1 I HOUSE# 521 I HOUSE# 519 I HOUSE# 517 I HOUSE# 515 I HOUSE# 513 I I HOUSE# 523 C7 HOUSE# 511 I I I HOUSE# 109 I I HOUSE# 509 HOUSE# 507 ISLAND A\/f.. HOUSE# 101 HOii E. BALBOA BL VD. fATION I I I I -I I I I I HOUSE #112 I I J_<~--1 __ I\ I I I I I r -c; --1-=-c·o -~~--~ F() 1-, d, C .;.~- I ""·F r ---~~~-/ I I I I ' HOUSE #114 I I I I I I I I I I I I I I I I I I I I I I I HOUSE #116 HOUSE #118 -- I I I I I HOUSE #120 I I I I I HOUSE #122 I I I I I HOUSE #124 I I I I I HOUSE #126 ~~---FC ---= -\.\'------\/J-----\'\/-- --n:(su ----1 o"su -- VV ----\.\' -- -1s"so -1.s"sD ---,o----H.J - I ISE# 105 I I J I I I HOUSE# 107 HOUSE# 109 1- 1 I HOUSE# 111 I I I I I I I HOUSE# 113 I I I I I I I I I I I I HOUSE j!132 I I I N15'34'34"E 1 I 15.20' ' ' ' ' ' ' ' --------------------- --------------------- -- 0 t s • i .g ' i ' 19 2g SCALE: 1"=20' 4p J/15/23 I @~c~ I DAN HERMAN PAlllaA S. CMPEN1ER. PE J PREPARED BY: Rabben/Herman RE\1El'ED: j I\ 10-27-2021 AIIEllUI fl j ~ G.1-15-2023 ABDD DRAIN: RE\1El'ED: .... iL., "':-0'..":ii-23 • LN1>SCN1E ARCH1EC1's NM1E ASSOaAlE a\l. ENGi EP -----------------------------11 u>.,.,_ \ Q9'7i721 / ," IIFSIGNED:l!:!l!!! DRA• Ill "1 )-;:::....___---:-%4"" I\Hr D <' ~ ,O ""'~-------1-------tt_ O, CA\..\' _, L----------------------------------------------===---...JL _______________ ...1.ctEaCFD: ___ ...,.!lDll!!LDA_:tE:.....J1!!!.0£!!!!. .... £!!1-LN:.::Q.:.J_.:DA::.:1E::__J,:DfSml=::..:1=1a.::..:CE:..::REVISIONS==:....--------....IL.:APPRCMD:.:.:=.:::.L. ________ .J.. __________________ .,LSl=IL::I __ CE::._ _ __J11£ SHRUB LEGEND Latin Name Common NameLabel Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum 24" o.c Single Row Variegated Smooth Agave Agave attenuatta 'Nova'Blue Fox Tail Agave Agave desmetiana 'Variegata' CM Symbol Lantana x 'New Gold'New Gold LantanaLX CM LX CM Existing Planting Protect in Place Single Row PA PAPA LX CM CM LX CMSingle Row Single Row PA PA PA R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 35 FROM STA. 100+00 TO STA. 108+85 MA T C H L I N E S T A 1 0 4 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 0 4 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 3 6 12 T H S T R E E T 11 T H S T R E E T 11 T H S T R E E T BALBOA BOULEVARD 10 T H S T R E E T BALBOA BOULEVARD SHRUB PLANS Refer to Sheet 30, Planting Notes & Legend, for Complete Shrub Legend. (10TH STREET - 8TH STREET) 2 ,, I ,/ --------ccc±c-~.•· • .. -+- FC) I I I I I I I I HOUSE# 1148 I HOUSE# 1144 I HOUSE# 1140 I HOUSE# 1136 I I I I I i I~_\ I I I I _; ~fixs I I ,:'tii1' ____ , I~'---=-_L . 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I,[) -4· ~·cc ·, 1 b"c;J --~==-11-,,,~·,.;:'-========;;jl1liS:':'' ;!FJ::==c==l~»!===cc!II ~ f!fifij,t/!JP,s,h --/\--/ --// // -ffl /\~ ·... ~,#f .. ,..•_ .... -;),--~t'4-... ·.:.:,,,,,----~~+----,?.,,.ii-11?f¥!}1,·h·.~ ~ ✓~--/"' --S' .,/ ,,,. _/ / ..... \ ,:; ·, ■ --~, <lQ=.·-o=o--____,,,1-:0~0'.J:Yfailll" ,,,, ~ ~,. • -• u • • ~ ~ • ■ \. 1,'tf.,:--;~:JJ:./;,,fi;~ •. _,,--1. , ;-;"· ~, ', I :-;",~~ ---I 1 a~ I 1 ~~ " y ,·. 1...,;;.:.,_c~ _,/•, ~s - -I oil, -d!f~J • \ --""-r-,,', -~·'.':~:~ ,, ;;,, ---\_ ~ I FO / ~~~J~?~::J~};~, -T ----~--T. ______ ..,"c-T -'T""-----T,--~•----T r' /::;, '_ ---------~~---,-\ -1 -______ '.'z{-"''.~i~_i-' _____ - I '•,,.., __ ,/ ---------\_I _.. C ---·-· "'·• ___ ,.✓ I I (J; I "I I ; I N72"33'57"W I 439.65" -I -r:, HOUSE# 1038 HOUSE# 1149 I I I I HOUSE# 1145 I I I I I I I I ------~I---_ ---_--_=_--------+--. --FC -----FO -----=-:.::i ------'._, ----FC ----FD ----=-o ----FC --1 ---FC -----IC1 -----10 -----IC -----I'.~ --t---~. HOUSE# 1141 I I i I I I I HOUSE# 1139 I I I I I I I I \ I T I I I I I I I I I I I HOUSE# 1133 HOUSE# 1129 I HOUSE# 1125 I HOUSE# 1115 I HOUSE# 1113 I I I I I I I I I I I I I I I I I r-: -i~I'>--I >'\ --------'-'""r'y-; -~~~..,...1 ~ 1----l } 1 I I I ,I I I I HOUSE# 1111 I HOUSE# 1105 I HOUSE# 1101 I I HOUSE# 1036 I I I HOUSE# 1034 I HOUSE# I 028 I HOUSE# 1024 I HOUSE# 1022 I HOUSE# 1016 I HOUSE# 1012 I HOUSE# 1008 I HOUSE# 1004 I HOUSE# 1000 I I I I I I I I I I 1 1 1 I I I I I I I ___ ""'1,-,.;;,------1 '".'./\;.'_,; ---_-_-_-_-_-:_~_I' __ -____ i _______ L __ -~--------~-~-~--""'_1~-::.-::.-::.-::.~:~/,,_~,,~---r::,~1 _____ • __ ,r_;_;r'~· ------~' ~~c~" I __l ~ :_._ •:f:!) I~_) ,:_.; ·!-"_; 10 I CJ ro -CJ ---FC ----FC -----,Cl -----, 1 --- -------- -R"S~ -===c:==:::1:s__:=,c:::::::==== _====:::n~:=· cc.:·;;_' -==~==,,11_,:,~:::;::~=::_-====~fl',\--Jl='. = _===_=='°--"1',."'~;,:,~;---_-========::_:s":'====~-=-, .Q."~,_~~-- i/. 81'r -+-. --,_ / V '' , ' I I ' , , ·-_ .... I N72"33'57"W -----'-~-" -r - FO =-:; ------~ -----FD -----FO -----=-:J -----=-:J -----F:-=-: -----FD -----=-c, -----FO ----F8 -----F:J -----FC) .a i! ~ t s ■ r ir'~.-----'-'-~~~i I I:: I ~ I I ~-------'--l ~l-'7;~ ... -~~----.-l---~-:----~~l~-.=_-~s~~l=,>----;/~~-:-=---1)))--l-~-=--:=----~~I ~~~~s""r -.... ~-~~~~I~ _~_:_~~1~1~{-1 --+ : I I I I I I I I I I I 11 1 i .g ' i ~ HOUSE# 1051 I I HOUSE# 1041 I HOUSE# 1037 I HOUSE# 1035 I HOUSE# 1033 I HOUSE# 1025 I HOUSE# 1021 I HOUSE# 1017 I HOUSE# 1015 I HOUSE# 1009 I HOUSE# 1005 I HOUSE# 1045 HOUSE# 1001 19 2g 4p I I I I I I I I I I I I SCALE: 1"=20' J/15/23 \.~DSCAP., PREPARED BY: RE\1El'ED: j I\ 10-27-2021 AIIEllUI fl RE\1El'ED: J :!''<, 0~v 'II· HE/l~z~---Rabben/Herman j ~ D.1-15-2023 AEmD DRAIN: ~~c~ ? ~ ~ ~~;2: ~ ~ 1 ~~ IWI£ pt=~ =::-.i: ~l u>.,-\ og'7i721 J ," IIFSIGNED:l!:!l!!! DRA• Ill -1 ;-;:::_:::----':'1/q.+ DAlE 2 .... <' OF CA'-,~o --------1----------I"' L----------------------------------------------===---...JL _______________ ...1.ctEaCFD: ___ ...,!lDll!!LDA_:tE:....J1!!!.0£!!!!. .... £!!1-LN:.::Q.:.J_.:DA::,:1E::__J,:DElml=::..:1=1a.::..:CE:..::REVISIONS==:....--------....IL:APPRCMD:.:.:=.:::.L. ________ .J.. __________________ .,LSl=IL::• __ CE::,_ _ _J11£ SHRUB LEGEND Latin Name Common NameLabel Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum Variegated Smooth Agave Agave attenuatta 'Nova'Blue Fox Tail Agave Agave desmetiana 'Variegata' CM Symbol Lantana x 'New Gold'New Gold LantanaLX LX CM CM LX CMSingle Row Single Row PA PA PA LX CM CM LX CM Single Row Single Row Single Row PA PA PA R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 36 FROM STA. 108+85 TO STA. 118+05 MA T C H L I N E S T A 1 0 8 + 8 5 - S E E S H E E T 3 5 MA T C H L I N E S T A 1 1 3 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 1 3 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 3 7 10 T H S T R E E T 9T H S T R E E T 8 T H S T R E E T 9T H S T R E E T BALBOA BOULEVARD BALBOA BOULEVARD SHRUB PLANS Refer to Sheet 30, Planting Notes & Legend, for Complete Shrub Legend. (10TH STREET - 8TH STREET) 2 2 I I I , • HOUSE# 934 HOUSE# 932 I ·:.:~?:_::_:~~--- HOUSE# 926 HOUSE# 924 HOUSE# 922 HOUSE# 930 I (.) HOUSE# 920 HOUSE# 918 HOUSE# 916 HOUSE# 914 HOUSE# 912 HOUSE# 810 HOUSE# 908 HOUSE# 906 I CJ I -----FC -----FC -----10 ------,, ---1 :_; ~) f CJ : l=== 1ci''i_) ---1ci''iJ~~--==~:::r:====~:;:=:====~s:::==~'"'8=--· --=-c":1A'.==· I ;# ' ,, L I t-f-og,r. ' .... 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I ,I _ -~,-= = -3'\ir --- 'S"S-:::,1:,::=cm ===:----~T====~---==-cts'/"c':-~, .,, =======~-..:::l'sc!"~=====,@'~~ --=== --===i--'"cL~~ ---•;f::_1 -----=--= ~-'.,...,!_ --''f/ _,---..., I "" ---I T ----Fe--~ ?-~\"· "T I I I HOUSE# 819 I HOUSE# 817 I HOUSE# 815 I I I I I I T I HOUSE# 813 \ \ PREPARED BY: HOUSE# 811 I I I Rabben/Herman HOUSE# 809 I...._.J I ----I I I \ I I -, -,- I __L I I ' DAN HERMAN LNl>SCNIE ARCH1EC1's NMIE DESIGNED: DRA• _=7 /'.].8.!i' ,\-:-- n:;;· ·4 ,1 ',7)•~" 10-27-2021 AIIEllUI fl D.1-15-2023 ABDD DRAIN: i1 I ,, I' I ,, ' I I I 10 ---1 I RE\1El'ED: PA'lllaA S. CMPEN1ER. PE ASSOaAlE CM. ENGi EP Ill DAlE: ,,....--=il---11-----11-----------------1-----IDAlE ______ _ DH 10 NQ. DAlE DESml110N CE REVISIONS APPRCMD ~ ~ ! • s ~ f J IL .a i! ~ ~ -f s i .g ' i ~ 19 2g 40 s I I I SCALE: 1"=20' J J/15/23 'J Ill I Cit I 2 SIEEI' IF "' 6: SHRUB LEGEND Latin Name Common NameLabel Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum Variegated Smooth Agave Agave attenuatta 'Nova'Blue Fox Tail Agave Agave desmetiana 'Variegata' CM Symbol Lantana x 'New Gold'New Gold LantanaLX LX CM CM LX CM Single Row Single Row CM Single Row PA PA PA PA LX CM CM LX CMSingle Row Single Row PA PA PA R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 37 FROM STA. 118+05 TO STA. 127+00 MA T C H L I N E S T A 1 2 2 + 5 0 - S E E B E L O W MA T C H L I N E S T A 1 2 2 + 5 0 - S E E A B O V E MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 3 8 MA T C H L I N E S T A 1 1 8 + 0 5 - S E E S H E E T 3 6 8T H S T R E E T 7T H S T R E E T 6T H S T R E E T 7T H S T R E E T BALBOA BOULEVARD BALBOA BOULEVARD SHRUB PLANS Refer to Sheet 30, Planting Notes & Legend, for Complete Shrub Legend. (8TH STREET - 6TH STREET) 2 2 2 ,_ C '.f) --~-'" • -------1--~ -I ' I -1- HOUSE# 716 10''su -- ' [ ----=---=-- PARKING I LOT HOUSE# 714 I I I HOUSE# 712 - 1 il"CD -13"SD - -----T I I I I -1 I PARKING I LOT HOUSE# 710 HOUSE# 70B I I I I ~--------~~-I HOUSE# 706 I I I I HOUSE# 201 7TH ST. C1 b'ii'.J'. ----~1_-,,,-_.----.. ~ .. 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HOUSE# 723 1 , '1 HOU I SE# 721 HOUSE# 719 HOUSE# 717 I I : HOUSE# 715 HOUSE# 620 HOUSE# 61B HOUSE# 616 HOUSE# 614 HOUSEq 713 HOUSE# 711 HOUSE# 612 HOUSE# 610 HOUSEq 709 HOUSE# 608 : awss, ,o, : r : "'~\!"' .I : HOUSE# 606 HOUSE# 201 6TH ST. I 0 ---FC------(_) ----FC----u --~O -----FC - 1~=- -_/ N78"40'02"W ------ -====--FC --,.,, IJ -C ,', I I' ,, .... I 7 A" '7 /-0, "'" ' _, /-\ ·, _J-o/7-;--cm ' '1/ ' / -I r- I I " I I I HOUSE# 106 I HOUSE# 623 I C'l' C I HOUSE# 621 I HOUSE# 619 I HOUSE# 617 7TH ST. I I I I I I I I I I I I I I I -----' __ , ' T r 1:=:,------------=c) ----- ---1a":,n -I ---lf(SU -1~ T '1 '9 90 ----I-:~: ---,-c, --1-~CJ L '\~',,_~: -,7/ ====----¢!~1 .... ·~r ~--==-~r,17/~~~~~~~\\T/ ~ 1 71 ==~r=, ::::::7c,m\0'~ .. 1 ~---~,,~==--======--~~j: I HOUSE# 613 I HOUSE# 511 HOUSE# 509 HOUSE# 507 177 H~~Et;09 ~:ti, HOUSE# 615 I I I PREPARED BY: 10-27-2021 AIIEllUI fl Rabben/Herman D.1-15-2023 ABDD DRAIN: DAN HERMAN LNl>SCNIE ARCH1EC1's NMIE DESIGNED: DRA• -I /I I I I I I I I I I RE\1El'ED: PA'lllaA S. CMPEN1ER. PE ASSOaAlE CM. ENGi EP Ill DAlE: ,,..---=il---11-----11-----------------1----IDAlE ______ _ DH 10 NQ. DAlE DESml110N IF REVISIONS APPRCMD ~ ~ ! • s ~ f J IL .a i! ~ ~ -f s i .g ' i ~ 19 2g 40 s I I I SCALE: 1"=20' J J/15/23 'J Ill I Cit I 2 SIEEI' IF "' 6: SHRUB LEGEND Latin Name Common Name SpacingLabel Carissa macrocarpa 'Green Carpet'Green Carpet Natal Plum 30" o.c Tri. Spc. 24" o.c Single Row Variegated Smooth Agave Agave attenuatta 'Nova'Blue Fox Tail Agave Per Plan Agave desmetiana 'Variegata' Per Plan Existing Callistemon 'Little John' and Senecio mandraliscae Protect in Place and infill gaps with 5 gal. containers of like kind Replant/relocate existing Aloe Stricta 'Ghost Aloe' per plan (Available at Water Wise Botanicals, Bonsai) CM Symbol Per 'A Guide to Estimating Irrigation Water needs of Landscape Plantings in California' by Lantana x 'New Gold'New Gold Lantana 24" o.cLX CM LX CM LX CM LX CM Single Row Single Row Single Row PA PA PA PA CM LX PA PA PA R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS AS-BUILT 38 FROM STA. 127+00 TO STA. 135+85 MA T C H L I N E S T A 1 2 7 + 0 0 - S E E S H E E T 3 7 MA T C H L I N E S T A 1 3 2 + 2 0 - S E E B E L O W MA T C H L I N E S T A 1 3 2 + 2 0 - S E E A B O V E 6T H S T R E E T IS L A N D A V E N U E ME D I N A W A Y BALBOA BOULEVARD BALBOA BOULEVARD SHRUB PLANS Refer to Sheet 30, Planting Notes & Legend, for Complete Shrub Legend. (6TH STREET - MEDINA WAY) 2 2 2 2 I HOUSE# 520 I I _i; I -----j-\ I l,c< ~ ----fl"' ····,;-,.1---~ I I I I L HOUSE# 518 HOUSE# 514 I I HOUSE# 512 I I ~L HOUSE# 510 HOUSE# 508 HOUSE# 506 HOUSE# 504 ADDRESS NOT AVAILABLE HOUSE# 500 LIBRARY #100 E. BALBOA BL VD. FIRES:. #110 ■ \ '\ j -1, ./ \ \;:,,__ - ',, ------------------------------------... I ". --~~~~~~~~-- ----10 ---10---I-'._:----F:J---FC.l---FO --F'.;--FU--10---1n --r:_; --01 --10 --_::.n -FD --1 I ~\\'((,?, I I I fATION I I I I r I t-.-- I-' .-- 1 I I -I I I _\ - __ f"'- /' r' ,' Q __ -, ·' t:Xrv1 ~o ,'-J!.l'>- (-,,:' ,;_/ --.\- 0 I I I I I I -/i,:-,"-TT i._;--, , I -\_:,; - er,. I\' HOUSE# 523 HOUSE #112 J_ ~- 'T", '------ T T N78'40'02"W ',} -" " ·-.. -,,,.__,,, ~·•1~K-~ / --"-~ . .,~ ' / I I I C7 I HOUSE# 521 I HOUSE# 519 I I I I I I HOUSE #114 HOUSE #116 HOUSE #118 \V--- (I --- l~_e,"-'c;.:,,' -. , -i I I I I I I HOUSE# 517 I HOUSE# 515 I HOUSE# 513 I I I I I I I I I HOUSE #120 HOUSE #122 HOUSE #124 ,'ff?- ,J'- I (' .J FO FO---- ---,----(e&\f-=E I HOUSE# 511 HOUSE# 509 I I I HOUSE# 507 I HOUSE #126 HOUSE #128 HOUSE #130 w [ ,,,' ' ---1~ • ·-1-\\ N78'40'02"W ---1-:_: 1 I \/,/ ------\/'/ I -{G--==-~ ·p,":::n__-___ 'o":,T --=I ;;:; ~ -I I I / =-c'-==--·--f-\-J =~--=_f_c_1 ====.---FO -----ED_ I HJ---- T ---f--., C -1 \-. ,-------,,1----~-~--~---•• " i r. . rt'"· ·-, -I \ , --r"---.,/\ \1-· --~;;Jtc~F~=~~==::..:.'-:....•i:....·· .:;:·-.~· ---• ---~ ".l: I I ?t~r I HOUSE #132 HOUSE# 109 ISLAND Al/f.. 'i I g 11 I I HOUSE# 101 HO■ E. BALBOA BLVD, F2 ----= ru ----FC -FU -I C: - --- I , I J I I 7 FCJ --=== ----===--=====----=====-- HOUSE# 107 HOUSE# 109 1- 1 HOUSE# 111 I I HOUSE# 113 ---\V-- , I - (_) m ---,- µ',;>1:.ti--~-,,;<. I I I I HOUSE# 115 ----'7 ' :fl i:--=: -- 1I -5b. L.'._: -- -----riJ --------------=-r ----e--=-o - -- ivJ I I I I HOUSE# 117 HOUSE# 119 HOUSE# 121 HOUSE# 123 PREPARED BY: Rabben/Herman I I N15'34'34"E : 15.20' DM IERMM LNl>SCAPE MCtllEC1's NAME I I I I - 10-27--2021 AIIIEIIUil f1 03-16-21123 RECORD DRAIINC - RDE1ED: PAlRICIA S. CARPEN1ER, PE ASSOCIAlE aw. ENGi ER ~ ~ i oil s ~ f J IL .A i:! = ~ .. f ~ i -8 I 1Q 2p SCALE: 1 • =20' 4p :3/15/2:3 ' 1 s J l Ill I at I I! CF ,.. d: R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS 8 7 6 5 10 4 1 2 9 3 11 SHRUB PLANTING 3 X ROOTBALL DIA. CROWN-2" ABOVE FINISH GRADE. BACKFILL MIX PER AGRONOMIST PLANT TABLETS (SEE SPECS.). 3" HIGH WATERING BASIN. UNDISTURBED NATIVE SOIL. TOP OF PAVING. 1-1/2" MAX. DEPTH BELOW FINISH GRADE. ROOTBALL. REPORT. MULCH CONTINUOUS EXCEPT IN LAWN-SEE SPECIFICATIONS ADJACENT PAVING. FOR TYPE AND DEPTH. 1 2 3 4 5 6 7 8 9 10 11 LEGEND: B TREE PLANTING 1 2 118 6 5 10 4 39 7 1 4" HIGH WATERING BASIN. PLANT TABLETS (SEE SPECS.). UNDISTURBED NATIVE SOIL. TOP OF PAVING. 1-1/2" MAX. DEPTH BELOW 2 X ROOTBALL WIDTH. CROWN - 2" ABOVE FINISH GRADE. BACKFILL MIX PER SPECIFICATIONS FINISH GRADE. ROOTBALL. MULCH CONTINUOUS EXCEPT IN LAWN-SEE SPECIFICATIONS FOR TYPE AND DEPTH. ADJACENT PAVING 2 3 4 5 6 7 8 9 10 11 LEGEND: NOTES: 1. 2. 3. 4. 5. 6. 7. 8. THIN CANOPY TO REDUCE WIND RESISTANCE, AS NEEDED. REMOVE NURSERY STAKE IF ANY, ORIENT THE TREE WITH SECTION OF TRUNK SHADED BY NURSERY STAKE TO THE NORTH. IMMEDIATELY PRIOR TO BACKFILL, REMOVE TREE FROM CONTAINER AND CAREFULLY PLACE IT INTO PLANTING PIT. PRUNE KINKED ROOTS. DO NOT BREAK OR OTHERWISE DISTURB THE ROOTBALL. SUITABLE NATIVE BACKFILL SOIL. EXCAVATE A "SOIL FLARE" ADJACENT TO AND LOWER THAN THE ELEVATION OF THE CONTAINER. TREES MUSH BE OF QUALITY NURSERY STOCK. FREE FROM PESTS, DISEASE AND STRUCTURAL DEFECT. COMPLETE BACKFILL OF PIT WITH NATIVE SOIL. TAMPING IN SOIL WITH FEET OR SHOVEL HANDLE TO ENSURE THERE ARE NO AIR POCKETS. FILL WATER BASIN AND LET SEEP TWICE. IF DRAINAGE IS OF CONCERN, THE PERIMETER OF THE PIT CAN BE DUG DEEPER TO DIVERT EXCESS WATER AWAY FROM THE ROOTBALL. CENTER TREE BETWEEN THE CURB, UNLESS OTHERWISE NOTED AND APPROVED. REFER TO DETAIL D, SHEET 40 OF 40 FOR MORE INFORMATION. A TYPICAL PLANTER EDGE SPACING Dimensions given are relative. See legend for spacing. This detail is for modified double row spacing. Planter area Building Sidewalk Curb LEGEND: NOTE: 1 2 3 4 2 4 3 1 2'6"1'9" 1'2"1'0" 1'6" 1'6" 1'6" 3'0" 3'8" TRIANGULAR SPACING DIAGRAM 2 Planting/sf. S P A C I N G A S N O T E D O N P L A N SPACING AS NOTED ON PLAN LEGEND: Curb, Wall, Pavement, or edge of bed. Shrub / Ground Cover 10" o.c. 36" o.c. 72" o.c. 60" o.c. 48" o.c. 24" o.c. 18" o.c. 15" o.c. 12" o.c. 30" o.c. 9" o.c. Spacing 8" o.c. 6" o.c.SPA C I N G A S N O T E D O N P L A N 1.66 0.12 0.03 0.04 0.07 0.50 0.28 0.18 0.74 1.15 4.61 1.78 2.60 MINIMUM 1/2 SPECIFIED SPACING 1 1 2 PLAN D D D SECTION GROUNDCOVER PLANTING 1 2 3 4 5 6 EACH OTHER AS SHOWN. D - AS NOTED ON PLAN. EQUAL DISTANCE (D) FROM LOCATE PLANTS SPACED WALL OR CURB EDGE OF PAVING, WALK, AGRONOMIST REPORT PREPARED TOPSOIL PER 1/2 D NOTE: FINISH GRADE GROUND COVER PLANT MULCH CONTINUOUS FROM FLATS SEE SPECIFICATIONS FOR TYPE AND DEPTH. 1 2 3 4 5 6 LEGEND: CF EH I 39 TREE GUYING (SUBGRADE)NOT TO SCALE DTP-Tree Anchor LEGEND: Webbing and Rachet Mechanism Rootball of Tree 1 1 2 Steel Cable3 Foresight Products Rootball Anchors - Size per Table below4 Undisturbed Subgrade5 2 4 3 5 36" Box - 48" Box 60" Box - 72" Box Tree Size RBK 68 Kit RBK 88 Kit Anchor Kit# FOR ALL TREES Trees in Structural Soil may require extended cables6 6 G LANDSCAPE ARCHITECT TO APPROVE HEIGHT AND LOCATION OF PALMS PRIOR TO PLANTING REFER TO SPECIFICATIONS FOR FERTILIZER REQUIREMENTS NOTES: PALM PLANTING 8 1 2 3 4 5 6 7 BY WATER JETTING PRIOR TO SETTING TREE SILICA SAND. FIRM BOTTOM SAND LAYER PLANT TABLETS - SEE SPECIFICATIONS BACKFILL TO BE 100% CLEAN #16 COMPACTED SUBGRADE PALM TRUNK FINISH GRADE SEE SPECIFICATIONS FOR TYING FRONDS ROOT BALL 4" BERM 1 2 3 4 5 6 7 8 LEGEND: AND SKINNING TRUNKS HEART-LEAF BASE OF APPROVED BY THE AMERICAN NATIONAL STANDARDS NURSERYMEN, INC. AND AMERICAN SOCIETY OF GRADING SPONSORED BY THE TRUNK HEIGHT FOR PALM INSTITUTE, INC. NOTE: TRUNK HEIGHT CONSISTS OF MEASURED HEIGHT OF BROWN TRUNK IN FEET FINISH GRADE IN FIELD PALM TREE HEIGHT 2 1 2 1 LEGEND: GROWN CONDITION PLANTING DETAILS AS-BUILT 0 0 0 0 0 0 0 0 l 0 0 0 0 0 0 0 0 0 0 0 o~----0 NOT TO SCALE ---------------------------------------------....,,..oT""s"""p,.......,0~01 'I ~ : 111 :!Iiiii~~,;J=c i' II~ Q l' i ~m m m m=--_-,,, ,, ,_ "---,Q 0 0 0 0 0 0 0 0 O __________________ N_O_T_T_O_S_C_A_LE DTSP-OO4 0 0 0 0 0 0 0 0 __ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O __________________ N_O_T_T_o_s_c_A_LE DTSP-011 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O __________________ N_O_T_T_O_S_C_A_LE DTSP-OO2 0 + + + + + + + + + + + + + + 0 +++++++++++++ ++++++++++++++ ++++++++++++++ .. 111 ... 111 ... 111 ... 111 ... 111 ... 111 ... 111 ... 111 ... 111 ... 111 ... 111 ... 111 ... 111 ... 11 • • • • • 0 0 0 0 0 0 I I ,II I ! i I ! t 9 i -8 : tl O _________________ N_OT_T_O_S_C_A_LE O-----------------N_OT_T_O_S_C_A_LE O-----------------N_OT_T_O_S_C_A_LE DTSP-007 DTSP-012 DTSP-003 ,---------,==------r-r-~~-------r--~:---------r------------tf RNIED: 10-27-21121 AIIIIIOII ft RNIED: J .,_""-+-m-_,11-,_._112_,+-NEWu---------------+-----I ~~c~ ! --,DMlwiiHERllj&ilMliii--l--+----+--------------1----1 PAlllaA s. CMPENlEII, PE j • ~ ~ 3 • 1N11SCWE MCHIBl'S NM1E ABXJAlE CM. ma Eli 1-----------------,.------1 og7o's721 IIRAIN·. , .. =,----=----+----+------------------1~1E ______ , 1-----~' Or CAL\ ,., .__ _____________________________________ ...,_ ____________ ..___--=:.:1........::.L _N0. __ 11«_:1E __ 1&1_c_n1_11GN_aF_RE\1SIONS _________ ... APPR1MD __ ...._ _____ _... ______________ .._HEr ___ a; __ 11: I .3/15/2.3 I PREPARED BY: Rabben/Herman R-7016-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7629-2 Landscape Architecture Master Planning Urban Design 833 Dover Drive, Suite 9 Newport Beach, CA 92663 P: 949.548.3459 F: 949.548.5743 BALBOA BLVD MEDIAN IMPROVEMENTS B C D 40 LINEAR ROOT BARRIER ROOTBALL 4 1 21"2 FINISH GRADECONCRETE CURB, GUTTER OR SIDEWALK BASE MATERIAL FROM ADJACENT HARDSCAPE 1 2 3 4 5 LEGEND: LINEAR ROOT BARRIER. SET TOP OF ROOT BARRIER 1" ABOVE FINISH GRADE. ROOT BARRIERS SHALL BE PROVIDED FOR ALL TREES WITHIN 5' OF PAVING OR CURBS. INSTALL ROOT BARRIER AT PAVING OR CURB . PROVIDE ADEQUATE LENGTH TO PROTECT ENTIRE EXTENT OF EVENTUAL TREE CANOPY. USE "CENTURY" ROOT BARRIER CP 18-2 OR APPROVED EQUAL. 3 1 5 NOTE: OMIT ROOT BARRIERS WHERE EXPANDED ROOT ZONES EXTEND UNDER SIDEWALKS OR PAVING. ADJACENT ROOTBALL. VERIFY THE EXACT LOCATION AND PROTECT AT ALL TIMES. MIN. OR PROJECT AGRONOMIST PER SUMP AT PALM TREES 1 3 4 2 6 7 5 48" 12" 12" UNDISTURBED SOIL CONDITION. 4" DIA. PERFORATED PIPE 4" LOOSE FIT SCHEDULE 40 CAP. 12" DIA. X 4' DEEP SUMP MIN. LOCATED AT LOW POINT AUGERED DRAINAGE CHIMNEY WITH DRAIN SOCK. TREE PLANTING PIT. TREE ROOT BALL. PRIME AND PAINT FLAT BLACK. FILLED WITH CLEAN #16 SILICA SAND. LEGEND: 1 2 3 4 5 6 7 TO BE USED FOR PALM TREES IF NEEDED, NOTE: SEE SPECIFICATIONS. PLANTING DETAILS MEDIAN TREE PLANTING & IRRIGATION 3/8" = 1'-0" DTC-Median Tree Irrigation 1 DRIPLINE EMITTER TUBING LOCATED ON TOP OF TREE ROOTBALL 2 3 4 5 6 LEGEND: 7 STREET TREE SYSTEM LATERAL LINE PIPING 8 9 10 11 VERTICAL 4" DIA. PERFORATED DRAIN PIPE WITH DRAIN SOCK HORIZONTAL 4" DIA. PERFORATED PIPE DRAIN PIPE WITH DRAIN SOCK. OCCURS AT LOW POINT OF TRENCH. SLOPE 2% TO VERTICAL SUMP LATERAL LINE PIPING CONNECTION TO DRIPLINE ADAPTER FITTING WITH SCHEDULE 40 PVC FITTINGS AS REQUIRED DRIPLINE ADAPTER FITTING - INSTALL AT FINISH GRADE WITH LINE-SIZE SCHEDULE 40 PVC ELL FITTING FOR CONNECTION TO LATERAL LINE PIPING METAL HOLD-DOWN STAKE - PROVIDE TWELVE (12) QUANTITY PER TREE TREE/ROOTBALL TREE GRATE AND MOUNTING FRAME, REFER TO DETAIL 1, SHEET 20 12 BACKFILL MIX PER SPECIFICATIONS 13 COMPACTED SUBGRADE* 14 MEDIAN CURB 15 TREE GRATE/PAVER FOOTING 17 PERFORATED DRAIN LINE PIPING - 4-INCH DIAMETER - ALIGN TUBES STARTING AT 4-INCHES WITHIN TREE GRATE FRAME AND EXTEND TO LIMIT OF COVERAGE AS SHOWN. INSTALL PIPE SO THAT PERFORATION ARE AT THE TOP AND BOTTOM OF PIPE. DRIPLINE EMITTER TUBING INSTALLED WITHIN DRAIN LINE PIPING - PROVIDE END CAP FITTING AND TEE FITTING CONNECTION PRESSURE MAIN LINE AND CONTROL WIRES PAVERS, REFER TO DETAIL 2, SHEET 2016 SECTION 48 " D e p t h 16 181117184 5 2 3 10 8 12 1412 3 10 15 1 5 14 EXTEND 12' BEYOND TREE GRATE PLAN EXTEND 12' BEYOND TREE GRATE 13 1 17 11 2 15 5" SQ. SATIN BRASS GRATE (NDS913B) INSPECTION PORT. GLUE STYRENE COLLAR TO 4" DRAIN PIPE, SET ASSEMBLY TO BE FLUSHED W/PAVING. 18 9 19 20 GAUGE SHEET METAL FIXED TO DRAIN GRATE TO CLOSE OPENINGS. 20 WATER PROOF CONSTRUCTION ADHESIVES. 21 AUGERED DRAINAGE CHIMNEY LOCATED AT LOW POINT. 12" DIA. 48 " D E P T H 18 16 19 20 21 918* NOTE: * MOUND NATIVE SOIL BENEATH TREE. ASSURE THE ROOTBALL IS 2" MINIMUM ABOVE FINISHED GROUND. A HIGHER MOUND WILL BE REQUIRED FOR 36" BOX TREES. 7 6 21 9 22 12" DIA. X 4' DEEP SUMP MIN. FILLED WITH CLEAN #16 SILICA SAND. 2222 AS-BUILTI .3/15/2.3 I . - - 3 . og7o's721 , .. Or CAL\ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r .., 0 0 0 0 0 0 0 0 0 0 0 1--_________________ N_O_T_T_O_SC_A_L_E DTSP-013 0 0 0 0 I I 0 I I 0 I I 0 - I I ,II I ! i I ! t 9 i -8 : tl O _________________ N_OT_T_O_S_C_A_LE DTSP-008 ,---------,==------r-r-~~-------r--~:---------r------------tf 10-27-21121 AIIIIIOII ft RNIED: J PREPARED BY: .__ ...... m-_,11-,_11112_,-+NEWu---------------+----I ~~c~ ! -1DM1iiii'ii11tii1,iiUMIN--I--J.----I---------------I-----I PAlllaA S. CMPENlEII, PE j 1N11SCWE MCHIBl'S NM1E ABXJAlE CM. ma Eli ---------------....... -----1 IIRAIN: -=,,-----•--+------------------------1~1E ______ , 1-----~s _N0.___,....__11«_:1E_ ... m_D_c_n1_11GN __ a;_RE\1SIONS _________ .....,M'PRIMD _________ _._ _______________ ..._HEr ___ a; _ ___.11: Rabben/Herman