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HomeMy WebLinkAboutR_5911_S0 PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) ~ STREET LIGHT AB AGGREGATE BASE -0-POWER POLE AV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE 0 GUY WIRE AC ASPHALT CONCRETE mfil TRAFFIC PULL BOX BC BEGIN CURVE BCR BEGIN CURB RETURN ~ CABLE TV PULL BOX BVC BEGIN VER1lCAL CURVE ill] PULL BOX CATV CABLE TV [gJ CF CURB FACE GAS VALVE Cl CAST IRON @] GAS METER ft. CENTERLINE CNB CITY OF NEWPORT BEACH [ijji] TELEPHONE PEDESTAL CL. CLASS El, PAVEMENT CORING CLR. CLEAR ® C&G CURB AND GUTTER TREE E EAST /ELECTRIC * PALM TREE EC END CURVE CJ SIGN ECR END CURB RETURN EVC END VERTICAL CURVE CD TELEPHONE MANHOLE EXIST. EXISTING FLG. FLANGED = WALL FE FLANGED END """'11::E RETAINING WALL FL FLOW LINE -x-CHAIN LINK FENCE FM FORCE MAIN G GAS © WATER VALVE GV GATE VALVE ~ WATER METER GB GRADE BREAK GE GROOVED END l><Xl FIRE HYDRANT ICV IRRIGATION CONTROL VALVE ® WATER MANHOLE LT. LEFT MAX. MAXIMUM Im IRRIGATION CONTROL VALVE MJ MECHANICAL JOINT 8) MANHOLE MIN. MINIMUM ® NG NATURAL GROUND SEWER MANHOLE N NORTH @ STORM DRAIN MANHOLE NTS NOT TO SCALE NO. NUMBER rem CATCH BASIN OG ORIGINAL GROUND § GRATE DRAIN PE PLAIN END PROP. PROPOSED ® VAULT VENT PB PULL BOX 0 sco SANITARY SEWER CLEANOUT R RADIUS PROPERTY LINE RCP REINFORCED CONCRETE PIPE -----RET. RETAINING NEW CONSTRUC1lON RT. RIGHT ---ft.---CENTERLINE R/W RIGHT-OF-WAY SCH. SCHEDULE -----S----SEWER LINE s SEWER ----w-----WATER LINE sco SEWER CLEANOUT SMH SEWER MANHOLE --G---GAS LINE SHT. SHEET --E--ELECTRICAL LINE STA. STATION SW SIDEWALK - T TELEPHONE LINE s SOUTH --{;ATV-CABLEVISION LINE SCE SOUTHERN CALIFORNIA EDISON SQ. SQUARE SP--SPRINKLER SYSTEM STL. STEEL T TELEPHONE w WEST/WATER W/ WITH WM WATER METER \ PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE MEDIAN IMPROVEMENTS FROM WEST COAST HIGHWAY TO NORTH CITY LIMIT APPROVED: >-(/) c3 0 "' w CJ z 0 '-' F I i I C-3794 R.C.E. NO. 36106 R.C.E. NO.19111 I - - - ------j LOCATION MAP NOT TO SCALE DATE: Jvcy 3 /, 7..007 , DATE: 1/1' ZG, Z't:1?7' I RECORD DRAWINGS These Record Drowings hove been prep.ared based on information submitted, in part, by others. While this information is be!'ieved to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 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", 2003 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OT.HERWISE STA TED 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 SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN T.HE 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 CD PROTECT IN PLACE. ® CONSTRUCT TYPE B CURB (8" CF) PER CNB STD-182-L. @ CONSTRUCT MEDIAN TAPER PER CNB STD-107-L. 0 CONSTRUCT MEDIAN FLARE PER APWA STD PLAN NO. 141-1 (W/L~1:5). ® REMOVE EXISTING RAISED MEDIAN. ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. 0 REMOVE EXISTING BOMANITE. PROTECT ADJACENT C&G IN PLACE. ® CONSTRUCT 10-FOOT C&G TO CURB TRANSITION PER DETAIL "F" ON SHEET 2. ® REMOVE EXISTING AC PAVEMENT, BASE AND SUBBASE TO ACCOMMODATE IMPORTED TOP SOIL. SEE DETAIL "D" ON SHEET 2. @) PLACE VARIABLE DEPTH CMB BETWEEN NEW CURB AND EXISTING AB. @ PLACE 2" THICK AC FINISH COURSE OVER 4" T.HICK AC BASE COURSE. @ CONSTRUCT CURB AROUND MANHOLE PER DETAIL "E" ON SHEET 2. @ REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-503-L. @ REPLACE TRAFFIC SIGNAL DETECTOR LOOPS. @ INSTALL 2" BACKFLOW PREVENTION ASSEMBLY PER CNB STD-520-L-A. @ INSTALL MYERS SINGLE METER CABINET AND PULL BOX PER CNB STD-206-L. @ JACK AND BORE MAINLINE PIPING SLEEVE PER DETAIL "G" ON SHEET 2. @ JACK AND BORE IRRIGATION WIRING SLEEVE PER DETAIL "G" ON SHEET 2. @ INSTALL 2" WATER SERVICE PER CNB STD-503-L. TRENCH RESURFACING SHALL BE PER CNB STD-105-L-B. @ INSTALL IRRIGATION CONTROLLER PER LANDSCAPE IRRIGATION PLANS. @ REMOVE AND RECONSTRUCT SIDEWALK PER CNB-180-L. @ REMOVE SEWER MANHOLE PER DETAIL "A" ON SHEET 3 @ CONSTRUCT 48" SEWER MANHOLE PER CNB STD-401-L. C 0 L ~ 0 E Cl. 0 N -a' o> " " ui --1----------------------------------------~ Is C SHEET INDEX 1----------------------------------------.!2 " " ::;; TITLE SHEET 2 TYPICAL SECTIONS AND DETAILS 3 PLAN AND PROFILE SHEET 4 PLAN AND PROFILE SHEET 5 PLAN AND PROFILE SHEET 6 SIGNING AND STRIPING PLAN 7 SIGNING AND STRIPING PLAN 8 IRRIGATION PLAN 9 IRRIGATION PLAN 10 IRRIGATION PLAN 11 PLANTING PLAN 12 PLANTING PLAN 13 PLANTING PLAN 14 LANDSCAPE CONSTRUCTION NOTES 15 LANDSCAPE CONSTRUCTION DETAILS 16 LANDSCAPE CONSTRUCTION DETAILS " > .,s; L 0 L " Cl. :, lj) U) --Ol l{) Is Cl) ~ " " L ~ \g o> C ·c:: " <l> _;:; o> C C-3794 ~ i------------------------,,----------------------------,-------------------------------.----------,-----------,,----------...---------+-----------.-------------------------------10 EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REv1EWED: 8 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: THE BEARINGS ARE BASED UPON THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 6257 AND STATION GPS NO. 6263 BEING NORTH 45·37'45" EAST PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVERYOR. BENCHMARK: BENCH HELD: NB5-11-70 NAVD88 74.777 FT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH U1lLl1lES DEPARTMENT MESA CONSOLIDATED WATER DISTRICT ADELPHIA COX COMMUNICATIONS DAY (800) 427-2200 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 631-1291 (714) 542-6222 (949) 546-4100 NIGHT 611 (949) 644-3717 ~v GENERAL SERv1CES DIRECTOR ... TONY BRINE, C 521 UTILITIES DIRECTOR TRANSPORT A 110N ENGINEER ._.'<'~}IH D(;C' No. 63670 ACOR!, RCE 46214 IVIL ENGINEER TITLE SHEET " 1:' SUPERIOR AVENUE MEDIAN IMPROVEMENTS _g \g 3: [D '2i •/4 rD~ES-IGN_E_D,-A-TrD-RA-~-,--AT ____ C_lrr--o-F_N_E_W_P_O_R_T_B_E_A_C_H __ ~-R--5-9_1_1 ___ s-t~ DATE: 7-2, . 09-30-0 CIVIL OF CJl.l, DATE, 11t~1o1 CHECKED, DATE, Pusuc woRKs DEPARTMENT SHEET 1 OF 16 a ________________________ .__ __________________________ ..,_ ___________________________ _. _________ _. _________ _..__ _________ ._ ________ ..__ ___ ;:;.MJ::,:;S..__ __ 7:.1..;2;;;;5i.;0;;.:7.,_ _____________________ .,_ ______ __, i.;: R/W C&G 1 R/W C&G 1 50' 40'-42' 1' 7'-8' 8' ------- VARIES --------:-,,1::::L ------ 1' 50'-52' 40'-42' VARIES --- R/W ----____ j ----"l"""lf--------------------------1--------;;,/4 ------------------....... -------------- --SEE DETAIL "A" FOR J---- EXISTING PAVEMENT 1 C&G RAISED LEFT TURN POCKET 50' 42' VARIES MEDIAN_/ TYPICAL SECTION NOT TO SCALE STA. 22+00 TO STA. 41+00 R/W 50' 40' 1' 1 o· 6' 1' EXISTING PAVEMENT TYPICAL SECTION NOT TO SCALE STA. 41+00 TO STA. 49+00 rFS ________ j __ BACK OF CURB TOP OF CURB 5" TO 8" AC 5" TO 14" AB '..,. N ----------3• & 4" SCH 40 PVC SLEEVE FOR MAINLINE PIPING MAINLINE PIPING SUBGRADE :II<'.'. SCH 40 PVC SLEEVE FOR IRR/GA TION WIRING IRRIGATION WIRING (TYP.) DETAIL "E" -CURB AROUND MANHOLE DETAIL "G" -JACK AND BORE IRRIGATION SLEEVES NOT TO SCALE DETAIL "F" -C&G TO CURB TRANSITION NOT TO SCALE NOT TO SCALE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. VARIES f-::, 1' ~ 2 <( (/1 6' r ~l I I I I 1' 2' f-::, 2 ~ <( (/1 VARIES ----------7 I I I -------- 11 l----1 I I I I ,-~-,11 L_j L_J t--~---1 -----ft---"--- - - - - - - --'--~ ------ 10 ___________________ J_ _____ _ VARIES EXISTING PAVEMENT DETAIL "A" -LEFT TURN POCKET NOT TO SCALE EXISTING RAISED MEDIAN FROM STA. 30+51 TO STA. 31+11 EXISTING RAISED MEDIAN FROM STA. 32+21 TO STA. 33+21 EXISTING RAISED MEDIAN FROM STA. 37+97 TO STA. 40+74 1' r I I 6' 4' 1' - - - -;..--t- 111----1 ---7 1----;... _ ------ I I i---<11 VARIES ---- - - --/Jl.---_.. 10 L_j ~ ---------~---'" ---------- 10 ----------------- EXISTING PAVEMENT DETAIL "B" -LEFT TURN POCKET NOT TO SCALE EXISTING RAISED MEDIAN FROM STA. 43+43 TO STA. 45+00 1' VARIES r I I 6' 1' VARIES --- ______ -,---j 111----1 ---, -------- ---- ---- I I L_j i---<11 .ft..-+-'------ - ----~---'"'-------- 10 -----I _______________ _ ---- EXISTING PAVEMENT DETAIL "C" -LEFT TURN POCKET NOT TO SCALE EXISTING RAISED MEDIAN FROM STA. 41+80 TO STA. 43+43 CONSTRUCTION NOTES CD PROTECT IN PLACE. 0 CONSTRUCT TYPE B CURB (8" CF) PER CNB STD-182-L. @ CONSTRUCT MEDIAN TAPER PER CNB STD-107-L. 0 CONSTRUCT MEDIAN FLARE PER APWA STD PLAN NO. 141-1 (W/L=1:5). ® REMOVE EXISTING RAISED MEDIAN. ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. 0 REMOVE EXISTING BOMAN/TE. PROTECT ADJACENT C&G IN PLACE. ® CONSTRUCT 10-FOOT C&G TO CURB TRANSIT/ON PER DETAIL "F" ON SHEET 2. ® REMOVE EXISTING AC PAVEMENT, BASE AND SUBBASE TO ACCOMMODATE IMPORTED TOP SOIL. SEE DETAIL "D" ON SHEET 2. @ PLACE VARIABLE DEPTH CMB BETWEEN NEW CURB AND EXISTING AB. @ PLACE 2" THICK AC FINISH COURSE OVER 4" THICK AC BASE COURSE. @ CONSTRUCT CURB AROUND MANHOLE PER DETAIL "E" ON SHEET 2. @ REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-503-L. @ REPLACE TRAFFIC SIGNAL DETECTOR LOOPS. @ INSTALL 2" BACKFLOW PREVENTION ASSEMBLY PER CNB STD-520-L-A. @ INSTALL MYERS SINGLE METER CABINET AND PULL BOX PER CNB STD-206-L. @ JACK AND BORE MAINLINE PIPING SLEEVE PER DETAIL "G" ON SHEET 2. @ JACK AND BORE IRRIGATION WIRING SLEEVE PER DETAIL "G" ON SHEET 2. @ INSTALL 2" WATER SERVICE PER CNB STD-503-L. TRENCH RESURFACING SHALL BE PER CNB STD-105-L-B. @ INSTALL IRRIGATION CONTROLLER PER LANDSCAPE IRRIGATION PLANS. @ REMOVE AND RECONSTRUCT SIDEWALK PER CNB-180-L. @ REMOVE SEWER MANHOLE PER DETAIL "A" ON SHEET 3 @ CONSTRUCT 48" SEWER MANHOLE PER CNB STD-401-L. VARIES f-::, u :s: <( (/1 1' IMPORTED TOP SOIL 1' SEE NOTE 3 f-::, ----½.,,...,.~°7<-..:.:SEE NOTE 4 ~ VARIES ----=,-_,;=, s-=. =t--+-~ ------- 11 5" TO 8" AC 10 5" TO 14" AB AC CMB SEE NOTE 1 SEE NOTE 2 -------: . . . . . •·. -:-:------------- EXISTING PAVEMENT DETAIL "D" -MEDIAN PLANTING NOT TO SCALE 1. SAWCUT AND REMOVE AC PAVEMENT. PLACE 6" AC OVER EXISTING OR PROPOSED BASE. 2. WHERE EXISTING AC PAVEMENT IS GREATIER THAN 6", REMOVE ALL AC PAVEMENT ABOVE EXISTING BASE AND PLACE CMB BETWEEN NEW CURB AND EXISTING BASE. 3. WHERE MEDIAN IS GREATER THAN 6' WIDE (CF TO CF), IMPORTED TOP SOIL SHALL BE GRADED SUCH THAT IRRIGATION RUNOFF DRAINS TO THE OUTER SIDES. CONTRACTOR SHALL RANDOMLY MOUND TOP SOIL TO ACHIEVE A NON-UNIFORM UNDULATING FINISH . 4. WHERE MEDIAN IS 6' WIDE (CF TO CF), IMPORTED TOP SOIL SHALL BE GRADED SUCH THAT IRRIGATION RUNOFF DRAINS TOWARD THE MIDDLE. E 0 "' 0 co co 0 ....... 0, ~ -0 .., ::, (D I en <( I (/1 L 0 ·c: Cl) a. ::, (/1 (/1 --"' LO \!: en -Cl) Cl) L -(/1 C: 0, C ·c: Cl) Cl) .!: 0, C w C-3794 6 .---~-----r------------------------,-----------.-----------.------------------------------t~ ~~: ~ 02-20-08 AS-BUILT No. 63670 Exp. 09-30-0 c1vn .. TYPICAL SECTIONS AND DETAILS .,, Cl) L 0 .c (/1 C: MICHAEL J. SINACORI, RCE 46214 :S: ,___P_RI_NC_IP_A_L_C~IVI_L_E_N_G_IN_EE_R_+----------------------~--------1~ CITY OF NEWPORT BEACH R-5911-S ~ DESIGNED: DRAWN: AT SH 1---------1 en .._ ______________________________________________________________________ ...... _N_o_ ....... _o_A_TE_ ..... o_Es_c_R_IP_TIo_N_oF_RE_V1_s_Io_Ns _____________ ...... ________ ._c_H_Ec_K_ED_: __ MJ_S.._0_A_T_E:_7._2_5.._0_7...__ ____ P_u_B_L_I_C_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ...... _s_HE_E_T_2_o_F_1_6_ .. ~ 0 -O<O av Ql"")ON f-----------f------------t------------+------------+------------+-------------t----------------jf---==---o-,-..;,----)~~· -a<---.Ostc'°5-----<03-j<l'-3-----<_D-f-'-e;--------<=c,~"~'--•-+JJ'-"--!--___;Q?+'--",---'_,,O"-+"L/'l-H----------1 a =N ON OT""" s,~0 -.~ ~O'l tj,~ mm om U1ffi □ m f-----------f------------t------------+------------+------------+-------------t--=~----yO~L/'l~~~<-~O~l'-~---<~r ~"~''~~~~-~----<~~----<•~"'-~__,-~m 0~ Nml!1m 1------------1-------------+-------------+-------------+--------------+--------ca+e,--f-----Eo>tsr---i------,;8<+.,~;--"o?-t'f~?---. ----i;;~· fi:'°ii--'-Q;'--. 1-'-!::'L. -~~r+-:;;-------,'2fr°'-------.+M--°'-~+e'!t--------,,..,~++----°'N++-----cscii+--~---_~6,,,,_i-t,_~,~---_~«o-t-,.c,t+c-=_-_,.9:+_---I+--_-_-_-_-_-_-_-_-_-_: D m O l"1 • Ul U1 L!1 Ol '+""" -+ CX) CO (N N C"I ~ 'II .-' • 0 LO ,,...: V O ~ N O'l + ... 00 ..... 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TC ~~ 0 ..,. -{]§]--- o ..,. 8 ~ ~ "° ci --: "' ,..._ "' oo + -J, "' N -----\._ EXIST. FS Z I----~ 92 f------+--------O-,----sj-___ Oe-tNe<--ei-t-g.,-----~0£~c-----!',..._'-+'Joo1----"~'~"->------a~e+-oo'---------;;~H---N:"t-------<-'J-t----N-+--+-------+--------------t------------f-------------+-------------+------+=...J:::;--7 ~ 1------------1-------0 ,.-... o .----~ ui ~ L!1 CO + i :! N 1----------l 88 84 C!r,-. NI'"') OCO +-~ ~~ N N C.O CO + ...-. -'-" N / =-- "1 N ---- N ------- -_1--- \ L PROP. RT. TC \._ EXIST. FS -- I--{][}-- 1----l 80 1-----+----------+----------+----------+----------+----------+----------+----------+----------+-----+------l 22+00 ... R/W r R/W_/ ! I 7 z f-0 0:: f- 0 <( c., f-J I C, cxi ~ ~ la~ I~~ ,'7 0 ::, (fl I O ux N W L/') z + c., z NWQ N CD ---, 23+00 0:: w (l_ ;:! z <( 0 ow 0 ::;; ~z + c., "1 w N CD f-J 24+00 0:: w (l_ ;:! z <( Do OW 0 ::;; 0 +o ..,. z NW r-----------<3 )----- 25+00 SUPERIOR <( (9 0 l- o::: w ww 0 0::: z l-o en (.) I- 26+00 to I to - I I _ __..../'I llif/ 27+00 28+00 >-------<3l----- 0:: w (l_ ;:! AVENUE z <( 0 ow 0 ::;; <O NZ / T + c., ,..._ w N CD T ~ 26+49.00 ~.00' RT R=3.00' 25+97.66 SUPERIOR AVENUE = 10+00.00 TICONDEROGA STREET CONSTRUCTION ~ w 0:: w (l_ ;:! z <( Oo Ow <O ::;; -+o 00 Z NW T ' ' T "' 29+00 I T ,,-T I I I T 0:: w (l_ ;:! z <( 0 ow 0 ::;; L/') L/') z + (ij mw N CD SCALE: 30+00 rR/W HORIZ: 1"=40' VERT: 1"=8' --0-ffi cl:>\ 0 LO + 0 ff ~ T T \__R/W 0:: w (l_ ;:! z <( OD Ow L/') ::;; ..,. +o oz "1 w (") '<I" <( I-I-w Cl) w wI z Cl) -w ...J w I Cl) CJ ~ ~ >-------< 3 ,-__ __, ±8' EXIST. AC PAVEMENT 0:: WJ o._ I <O JQ J- ----------n---r,:..._----· r-~XIST. AB --------C-1 I I 1-::J---~ _______ JI IL----~- I I I I ' ' . II \ \ 2' II \ \ // \\l(TYP.) II \ \ rr 11 :: :~ ~ II I!"" Li:1 ~ CD Uz <(u CD I I I I 1\-REMOVE I I I I EXIST. 48" MANHOLE I I I I 11 11 £EXIST. 8" VCP (TYP.) o::J+------f-----r-,c--------.-,-----1 ~ ,!_ : : : : ~ ~ [ = : ·-EL:1 :!'I-~ r,----,----,,-t:l;i :;J:1-1-: _ ) 0 CD I I / I I ~D~---~---l~L_-_-+-~-----~~I __ _,._,\ ___ ~ PROP. 8" VCP_/ 8" RUBBER MECHANICAL COUPLING WITH STAINLESS STEEL BANDS, FERNCO OR CAULDER (TYP.) DETAIL "A" -SEWER MANHOLE REMOVAL NOT TO SCALE CONSTRUCTION NOTES CD PROTECT IN PLACE. 0 CONSTRUCT TYPE B CURB (8" CF) PER CNB STD-182-L. @ CONSTRUCT MEDIAN TAPER PER CNB STD-107-L. 0 CONSTRUCT MEDIAN FLARE PER APWA STD PLAN NO. 141-1 (W/L=1:5). ® REMOVE EXISTING RAISED MEDIAN. ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. 0 REMOVE EXISTING BOMANITE. PROTECT ADJACENT C&G IN PLACE. ® CONSTRUCT 10-FO0T C&G TO CURB TRANSITION PER DETAIL "F" ON SHEET 2. ® REMOVE EXISTING AC PAVEMENT, BASE AND SUBBASE TO ACCOMMODATE IMPORTED TOP SOIL. SEE DETAIL "D" ON SHEET 2. @ PLACE VARIABLE DEPTH CMB BETWEEN NEW CURB AND EXISTING AB. @ PLACE 2" THICK AC FINISH COURSE OVER 4" THICK AC BASE COURSE. (,2) CONSTRUCT CURB AROUND MANHOLE PER DETAIL "E" ON SHEET 2. (:'.!] RD,t0','[ Atm -RE-PLAOE Wll'l I tJE:¥ W:'~ER. -h;El'ER □Ol( 7'0-GR,,□E PER mHJ 57'D 503 L. ') & ~ REPLACE TRAFFIC SIGNAL DETECTOR LOOPS. • AB~N~O~ .w~T~R. ~ETER._ • 1 @ INSTALL 2" BACKFL0W PREVENTION ASSEMBLY PER CNB STD-520-L-A. @ INSTALL MYERS SINGLE METER CABINET AND PULL BOX PER CNB STD-206-L. @ JACK AND BORE MAINLINE PIPING SLEEVE PER DETAIL "G" ON SHEET 2. @ JACK AND BORE IRRIGATION WIRING SLEEVE PER DETAIL "G" ON SHEET 2. @ INSTALL 2" WATER SERVICE PER CNB STD--503--L. TRENCH RESURFACING SHALL BE PER CNB STD-105-L-B. @ INSTALL IRRIGATION CONTROLLER PER LANDSCAPE IRRIGATION PLANS. (21) REMOVE AND RECONSTRUCT SIDEWALK PER CNB--180-L. /~ --------------------····--@ REl<1115'11E ~E'i>VER lol/dql I6LE f'ER ElE'f>'IIL ">'I" eJlq ~I IEE'f 3 ADJUSTED SEWER MANHOLE @ CONSTRUCT ft8" SEWER MANHOLE PER CNB STD-401 L. . 60" ... • • & ... ... ,._ ... ,._ ... ,..,.,., TO GRADE. E 0 ..,. 0 00 00 0 ....... O> ~ " .,; ::, CD I "' <( I (fl --Ol L/') ~ C .2 " " ::;; L 0 ·c: " a_ ::, (fl (fl --Ol L/') \!: "' -" " L -(fl C: O> C ·c: " " .!: "' C w C-3794 6 ..----r------,-------------------------.-----------.-----------r--------------------------------t~ ~~: ~ RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. NO. 02-20-08 AS-BUILT DA TE DESCRIPTION OF REVISIONS PLAN AND PROFILE SHEET " " L SUPERIOR AVENUE ~ C: MICHAEL J. SINAC0RI, RCE 46214 ~ ,-_P_R_IN_C_IP_A_L_C~IVI_L_E_NG_I_NE_E_R_+-----------------------~---------o~ AT CITY OF NEWPORT BEACH R-5911-S i DESIGNED: AT DRAWN: CHECKED: MJS DATE: 7125107 PUBLIC WORKS DEPARTMENT SHEET 3 OF 16 E ._ __________________________________________________________________________________ ..... __ ._ ______________________________ ...., _________ _._ _____ ..... __ ....,___. ___ .._ ______________________ _._ _______ ....,c..: t-------tf-------,--------,--------=1,---,-----------+---=,._-----,.0 ,,--=-,-,--.,.,.,,---rrtr.--o,-r...-----o-t<m-----nn-s::,-----,-,ch------==.----------==------+-------------+------------+--------------t------------t------t------+------------+-------------+-------------+--------------1 g ~ g tR ~ ~ 8 ~ a 00 8 CO 0 1 0 6 10 0 0 0 ° 0 m 8 g 8 ~ g ~ ~ N O v 1-------ll~~C71~--'c'lt,o,'::'------------+-----,(J)~(J)-----.O<+.arn!---ru-'+,,rnr-----ci-l,-ci--,,,--.ri-t-ci---e-l--E>-----., •. 11,·-so -e--co;f<a°'!>-----.,1{);-f,.O,~---,::o;+-;;o,:-----"lfl?j. -"o,~-CJ..J. -':o,,-------i'_51_-irr -. --<;o;>+c~:•--"TT=--t-------------+------------+------------+------+------+--------------t----------------lf------------+--------------1 Lf"w4lf---t-=~rr~"--c:!2rr~::___~•.:::O>:..._ __________ +----+C;'+°'---}"(+-°'--l':-+°'-~':2e..p=S'c__---:,';-'!:-f-"S':_---:"'2!:f-'-S'-~~H-----tf---N+-' t-°'--lflti-0>'----------'r--:it'o,"'--------'~';'-to,::.:...__lfl0#0)cf,----~-·!f!3'-·~-,;c'-o;+'o,:or----::8,-P.~:-----<,O;..f-olfli----E-------,:-,-:----+------------+--------------t--------j----------jf------------t------------+------------+-----------I ~ 9 Q ' ~ ~ ~ ~ ~ ~ ~ ~ ;,; ~ ~ .1; :f ~O> ~O) 86> ~CD ~~ 8~ 00 100 f-----l - M \_EXISr. FS \_EXIST. FS -----', "' "' rr, • , '-LO 96 --Lu - ---~ -[u ~f--mt*-----+-----------+----------+----------+-----------t---------f----------+-----------+----'-===~=..c===----t------+n*ci---------,f----------+----------+---------+------1 92 i-------a 00 00 1-----,-rrl~o=o::--::o=~=c--;=/.c::::';c,-----------+-----,onnr--s:----c,c,.~,,,--=-~-,-----cn,m-----or1~-=-=-=1~--df-or-,o=r--------:o=~=-------+------------+--------------jf---------------t-------------+------+rr.----+-----------+------------+--------------t----~ 88 f---------1 ~ocoo<O c,-oro Orn oo oo oo oo oo Om ooo ou3 g~ Ql"l 0 ~ ~ C/)OOlLOOl le,""~ NOl LOOl r=-:o 00 NO LOO r---0 om Nm OO'l Lf')m den .. 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FS -----. _ _ , "' "' "' , , -'-~, ~1---=3::;+-------t----------+-----------+----------t-----------+-----------1----------+----------------f-=-=-=-~~===-=-=c=--+~-----+=-3~----+----------l-----------+-------------t------j 92 1--------1 1-----1G""-+------11-----------+-------------+----------+-----------+----------1-----------+-------------t----------+--------HG""-----+----------t-----------+-----------11-------1 88 1--------1 31+00 32+00 I 31+02.00 R, 3.00' -5.00 LT ::-0 I 31 +05!, 3 SUPERIOR A 'ENUF = 1/ 1 o+oo;oo HOSPITAL R )AD 33+00 I ::-. I ::-. I I 34+00 >--------< 3 >------ DC w ~I z ::-. <( 0 ow 0 :::,c <D '<I-z + l> ::-. "' w "' rn DC w o._ ;"': z <( go w CD :::,C "' +o '<I-z "' w 35+00 t i I SUF "ERIOR 36+00 37+00 AVENUE I\ 38+00 ' "'T I II ~ II II T 39+00 rR/W CA ,_,-- ... T T \_R/W SCALE: CONSTRUCTION NOTES CD PROTECT IN PLACE. 0 CONSTRUCT TYPE B CURB (8" CF) PER CNB STD-182-L. @ CONSTRUCT MEDIAN TAPER PER CNB STD-107-L. 0 CONSTRUCT MEDIAN FLARE PER APWA STD PLAN NO. 141-1 (W/L=1:5). ® REMOVE EXISTING RAISED MEDIAN. ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. 0 REMOVE EXISTING BOMANITE. PROTECT ADJACENT C&G IN PLACE. ® CONSTRUCT 10-FOOT C&G TO CURB TRANSITION PER DETAIL "F" ON SHEET 2. HORIZ: 1"=40' VERT: 1"=8' ® REMOVE EXISTING AC PAVEMENT, BASE AND SUBBASE TO ACCOMMODATE IMPORTED TOP SOIL. SEE DETAIL "D" ON SHEET 2. @ PLACE VARIABLE DEPTH CMB BETWEEN NEW CURB AND EXISTING AB. @ PLACE 2" THICK AC FINISH COURSE OVER 4" THICK AC BASE COURSE. @ CONSTRUCT CURB AROUND MANHOLE PER DETAIL "E" ON SHEET 2. @ REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-503-L. @ REPLACE TRAFFIC SIGNAL DETECTOR LOOPS. @ INSTALL 2" BACKFLOW PREVENTION ASSEMBLY PER CNB STD-520-L-A. @ INSTALL MYERS SINGLE METER CABINET AND PULL BOX PER CNB STD-206-L. @ JACK AND BORE MAINLINE PIPING SLEEVE PER DETAIL "G" ON SHEET 2. @ JACK AND BORE IRRIGATION WIRING SLEEVE PER DETAIL "G" ON SHEET 2. @ INSTALL 2" WATER SERVICE PER CNB STD-503-L. TRENCH RESURFACING SHALL BE PER CNB STD-105-L-B. @ INSTALL IRRIGATION CONTROLLER PER LANDSCAPE IRRIGATION PLANS. (21) REMOVE AND RECONSTRUCT SIDEWALK PER CNB-180-L. /~ --------------------····-.... @ REl'1115'11E ~E'IVER lol/dql I6LE f'ER ElE'f>'IIL "II" eJlq ~I IEE'f 3 ADJUSTED SEWER MANHOLE @ CONSTRUCT ft8" SEWER MANHOLE PER CNB STD-401 L. . 60" ... • • & AA ~A~ &~ & TO GRADE. E 0 <D 0 a) a) 0 ....... O> ~ " ..., ::, rn I "' <( I (/) L 0 ·c: Q) a_ ::, (/) (/) --CJ) I{) \!: "' -Q) Q) L -(/) C: O> C ·c: Q) Q) .!: O> C w C-3794 6 ,-----,------...-------------------------.----------.-----------r-----------------------------------1~ RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. NO. 02-20-08 AS-BUILT DA TE DESCRIPTION OF REVISIONS ~~= ~ PLAN AND PROFILE SHEET " Q) L SUPERIOR AVENUE ~ C: MICHAEL J. SINACORI, RCE 46214 ~ ,___P_R_IN_C_IP_A_L_C~IVI_L_E_NG_I_NE_E_R_+-----------------------~----------~ AT CITY OF NEWPORT BEACH R-5911-S i DESIGNED: AT DRAWN: CHECKED: MJS DATE: 7125107 PUBLIC WORKS DEPARTMENT SHEET 4 OF 16 E ._ __________________________________________________________________________________ ..... __ ._ ______________________________ ...., _________ ..._ _____ ..... __ ....,__, ___ ,._ ______________________ ..._ _______ ....,c..: 'St Lu --'102 ' * Cl) f-i 98 :-:-: Cl) f-i 94 ~ d) r1 90 , ,., . ~ VJ 1-1-' z ~102 ...J ~ 98 ~ 94 f-i 90 0 lC) + 0) t:; ~ 2 C') 'St <( I-I-UJ Cl) UJ UJ I z Cl) :::i UJ I UJ (.) Cl) ~ 2 0 0 0 L{) '<' / - 0 0 0 L{) -+ ~ / - r=:o 0 0 ,,., -si-u-: "' 0 "' "' ,.._ + "' ,,., :::;: ,~ -"' 6 0 0 ,,., ,.._ . 1"1r--a, 0 0, 0, ' + 0, 0 ,,., ... 40+00 i5 'oci 6 6 6 6 ... 0 'V ~ !' 0 0 n,--· 0 L{) ~ ~ L£) ai 'm N "' L{) "' ;..: ;;; ,,.; _,: 0 ' ' "' + N N N + -+ 0 ... ... ... ... :::;: ... . r ' -\ \ \ '-PROP. LT. TC '-EXIST. FS 0 0 ,,., 0 0 0 0 oi:--..S2 N 0 <Xl 0 "' ~·--I u --j------o iri 0 L{) ~ " ;..: m ci . r-.: "' "' N "' L{) "' "' ,...: ... ,_,-_._ ' i N 0, --+ N N N + ± 0 :;j: ... ... ... :::;: ... ...- r \ \ \ ~PROP. RT. TC '-EXIST. FS 41+00 42+00 - 0 0 '? "' ,,., ... -- 0 ,, - 0 0 0, i ,,., ... -- 43+00 -_, i5 0 0 0 ---' -' . ·-' -' N a; L{) "' ,.._ "' ' i i ,,., ,,., ,,., ... ... ... \\ \ '-PROP. LT. \__ EXIST. FS -U, i5 0 0 -0 - "' "' 0, ':2 0, S: -'-,,., ,,., ,,., ... ... ... \\ \ LpRQP. RT. \_ EXIST. FS Cl:'. w CL ;": z <( 0 ow 0 :::;; "' NZ +r.:, ,,., w -st-ID T T ' ---6 N 0 ... ,..; ·" ·-' ';' "' N "' + ... ... ... TC ---6 N 0 ... ,..; ·" <D N "' 0 0, + + ::J'. ... TC 44+00 CA V .... , L... CATV ~ _,q~ cATV c--N ---~ Cl:'. w CL ;": 3 -! Cl:'. w CL <( f- z <( 0 0 0 ,,.; , ':a' ~ + 0 ... z ... w 0 ,.._ -,_ ci <D + - ' ... 8 i8 ci <O _, Qj + .;j- '• / coo ~ 0 0 0 N i5 0 ~ "' 0 <Xl 0 ,.._ 0 "' 0 L{) . ~ 0 <D ~ 0 "' "' oi in 6 0 N ci cxi "' "' Q ,.._ 0 <Xl "' 0 "' + --. -. c:: ~ ,. , -+ r'- ,.._ !' + .-t ,.._ ~ <D ... ... .± + ... ... ' ... ... --,-\ -- \ \._PROP. LT. \__ EXIST. FS 0 ,.._ 0 "' ;:, 0 0 ,.._ 0 ,.._ Q ,.._ 0 ... 0 ,.._ il) ti5 -. . , ~ "' 0 "' 'm 6 0 N 0 <Xl 0 <Xl N 0 ,.._ Ol 0 "' ' + -.. '--'. ~ r-.: .-t + r'-r'-,.._ i;; + L{) <D n <D ~ ~ ... ;--. --+ ... ... ...- .± ... si-. ---,, -\ \__PROP. RT. 45+00 46+00 ,OJ 'M < ~ ' ' >----< 4 1---~ w Cl:'. <( -' "- z <( 0 ow 0 :::;; . 0 0 t")Z~ -,,., <b f;3 II -st-ID Cl:'. w Cl:'. <( -' "- z <( 0 -oO w 0:::;; <Xl +o "' z ... w L. 47+00 /I I \ I \ 45+ 75.69 UPERIO AVEN ~E = 10+00.00 >-15TH ST EET ' I I I I I 414+97.00 -7.00' LT ._ _ _J.__ _ __, __ _. __ _,_Rb,,....3_ oo· I I I I .J I I I FS I I I I --,~ 0 N 0 0) ~ !::"- 0 ,,., 0 L{) '--'. ., <;? ~~ -8 • L{) -' ,..; r.~-----C 0 0 ,.._ 6 0 + + -+ -+ -+ --,;, <Xl <X) ... ... . . ... TC -, __ 0 "' 0 ,,., Q ,.._ 0 ~ 0 L{) '--'. ,,~ -.. -·o g • L{) ci 0 ~ ~ 0 ~ •~-----c ,.._ ~ + -+ -+ -+ _._ --<Xl ,.._ ... ;f ... ...-... TC 48+00 49+00 rR/W ;,--.. "' * -· 71 L.'"" w ,,l ::> T T- ~ _ 49-j I 1,/ ---1,/ -- C \ \_R/W ~A ,__ ~\ 0 <( 0 \ 0:: w <( z <( 0 102 98 94 90 102 98 94 90 SCALE: HORIZ: 1"=40' CONSTRUCTION NOTES CD PROTECT IN PLACE. 0 CONSTRUCT TYPE B CURB (8" CF) PER CNB STD-182-L. @ CONSTRUCT MEDIAN TAPER PER CNB STD-107-L. 0 CONSTRUCT MEDIAN FLARE PER APWA STD PLAN NO. 141-1 (W/L=l:5). ® REMOVE EXISTING RAISED MEDIAN. ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. 0 REMOVE EXISTING BOMANITE. PROTECT ADJACENT C&G IN PLACE. ® CONSTRUCT 10-FOOT C&G TO CURB TRANSITION PER DETAIL "F" ON SHEET 2. VERT: 1"=8' ® REMOVE EXISTING AC PAVEMENT, BASE AND SUBBASE TO ACCOMMODATE IMPORTED TOP SOIL. SEE DETAIL "D" ON SHEET 2. @ PLACE VARIABLE DEPTH CMB BETWEEN NEW CURB AND EXISTING AB. @ PLACE 2" THICK AC FINISH COURSE OVER 4° THICK AC BASE COURSE. @ CONSTRUCT CURB AROUND MANHOLE PER DETAIL "E" ON SHEET 2. @ REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-503-L. @ REPLACE TRAFFIC SIGNAL DETECTOR LOOPS. @ INSTALL 2" BACKFLOW PREVENTION ASSEMBLY PER CNB STD-520-L-A. @ INSTALL MYERS SINGLE METER CABINET AND PULL BOX PER CNB STD-206-L. r-, 17 JACK AND BORE MAINLINE PIPING SLEEI/IE PER DETAIL "G" ON SHEET 2. (~ .JACK AND. BORE ]R-R_IG!\T!O~ WIRINq SLEEVE PER DETAIL "G" ON_ SHEET 2 .• (3". PVC ·sL~EVE) ffi ~ INSTALL 2" WATER SERVICE PER CNB STD-503-L. TRENCH RESURFACING SHALL BE PER CNB STD-105-L-B. @ INSTALL IRRIGATION CONTROLLER PER LANDSCAPE IRRIGATION PLANS. (zi}_ REMOVE AND RECONSTRUCT SIDEWALK PER CNB-180-L. (~,~2 .. .. .. .. --.. .. .. ,,. ... -.. :) REl<1115'11E ~E'IVER lol/dql I6LE f'ER ElE'f>'IIL "II" eJlq ~I IEE'f 3 ADJUSTED SEWER MANHOLE TO GRADE. ffi _.__.__._,._ .............. -· .......... ·-...... ~ CONSTRUCT 48" SEWER MANHOLE PER CNB STD-401-L. E 0 ,.._ 0 <Xl <Xl 0 ....... O> ~ "O ..., ::, ID I en <( I U) L 0 ·c: Cl) a. ::, U) U) --"' L{) \!: en -Cl) Cl) L -U) C: 0, C ·c: Cl) Cl) .!: 0, C w C-3794 6 .----r-----.....-------------------------.----------.-----------r--------------------------------t~ ~~= ~ RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. NO. 02-20-08 AS-BUILT DA TE DESCRIPTION OF REVISIONS PLAN AND PROFILE SHEET .,, Cl) L SUPERIOR AVENUE ~ C: MICHAEL J. SINACORI, RCE 46214 ~ ,___P_R_IN_C_IP_A_L_C~IVI_L_E_NG_I_NE_E_R_+-----------------------~--------o~ AT CITY OF NEWPORT BEACH R-5911-S i DESIGNED: AT DRAWN: CHECKED: MJS DATE: 7125107 PUBLIC WORKS DEPARTMENT SHEET 5 OF 16 E ._ __________________________________________________________________________________ ..... __ ._ ______________________________ ...., _________ _._ _____ ..... __ ....,___. ___ ,._ ______________________ _._ _______ _,c..: ,...,U uu I r-- - - R SIGN&POST (!) NZ st f-Cl:'. + Ill W N X o._ N w~ <{ Zo f-OZ Ill , W I/ :L.5+uu ------ 2 4" DOUBLE YELLOW SUPERIOR ;,, 2 DET 38 STRIPING 4 R6-1 WHITE SIGNS&POST 31+06.13 SUPERIOR AVENUE = 10+00.00 HOSPITAL ROAD "' r--w L!) Q_ + <( L!) f- ~ ~1 ~~ <( C) 0 I- 0:: w ww 0 0:: z I-0 Cl) t) I- ~ "' + w Q_ <D ~ N <i. 0 f-z Ill w I Ill 1/ll I 2 4" DOUBLE I YELLOW 3 TYPE IV (L) I II oK7i ffi Y !j <>-..... I (50') --- - - -I 4 ASSEMBLY A SUPERIOR R STRIPING STRIPING \ 25+97.66 SUPERIOR AVENUE = 10+00.00 TICONDEROGA STREET 4 R6-1 2 DET 9 \ ~ --- --- \ \ -,- R STRIPING 2 DET 9 AVENUE DET 9 R STRIPING 3 TYPE IV (L) - - "' ---- ---- -;,, --;... ""' -\__ ~/W 2 DET 38 (EXTEND EXISTING POCKET BY 120') - -~ - - \_R/W R STRIPING LEGEND PROPOSED STRIPING & MARKINGS REMOVED STRIPING & MARKINGS EXISTING STRIPING & MARKINGS (PROTECT-IN-PLACE) CONSTRUCTION NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTAllON STANDARD PLANS, MAY 2006 EDlllON. 2. ALL CONFLICllNG STRIPING AND PAVEMENT MARKINGS TO BE REMOVED BY SANDBLASllNG IF THE EXISllNG STRIPING OR MARKINGS IS PAINT AND BY GRINDING IF llHE EXISllNG STRIPING OR MARKINGS IS llHERMOPLASTIC. 3. ALL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASllC" APPLIED AT A MINIMUM llHICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM llHICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMITS LINES SHALL BE 12" WHITE UNLESS NOTED OllHERl'nSE. 4. ALL REFLECllVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WlllH GLASS REFLECllVE FACES. 5. llHE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L. 6. ALL SIGNS SHALL BE PER THE CALIFORNIA MUTCD, SEPT. 26, 2006. "ASSEMBLY A" IS A COMBINATION OF R4-7 AND TYPE N SIGNS MOUNTED ON THE SAME POST. "ASSEMBLY B" IS A COMBINATION OF R4-7 AND R3-4 SIGNS MOUNTED ON llHE SAME POST. 7. ALL EXISTING SIGNS SHALL REMAIN IN PLACE DURING CONSTRUCllON UNllL NEW SIGNS ARE READY TO BE INSTALLED. 8. PROTECT IN PLACE ALL NON-CONFLICTING STRIPING DETAILS, MARKINGS, MARKERS, ETC. CD PROTECT IN PLACE. ® INSTALL STRIPING PER CAL TRANS DETAIL AS INDICATED. 0 INSTALL PAVEMENT MARKINGS PER CALTRANS STANDARD PLAN A24A. © INSTALL SIGN AND POST PER CALIFORNIA MUTCD AS INDICATED. ® REMOVE STRIPING, PAVEMENT MARKINGS, OR SIGN & POST AS INDICATED. E 0 CJ) 0 co co 0 ....... 0, ~ " ..., ::, (D I en <( I Ill L 0 ·c: Cl) a. ::, Ill Ill --"' L!) \!: en -Cl) Cl) L -Ill C: 0, C ·c: Cl) Cl) .!: 0, C w (T-5979-S) C-3794 6 .----r------r------------------------,-----------.-----------.-----------------------------t~ APPROVED u RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ffi 02-20-08 AS-BUILT No. 45521 . 12-31-0 c1vn .. SIGNING AND STRIPING PLAN :;; Cl) L SUPERIOR AVENUE _g Ill C: TRANSP & DEV SERVICES MANAGER BETWEEN S/O TICONDEROGA ST TO STA 40+00 ~ ,__ __ R._C._E_. ~N0_45_5_2_1 --+----------------------r----------1~ CITY OF NEWPORT BEACH R-5911-S ~ DESIGNED: DRAWN: SC 1---------1 en .._ ______________________________________________________________________ ...... _N_o_ • ...__D_A_TE_..._D_Es_c_R_IP_TIo_N_oF_RE_V1_s_Io_Ns _____________ ...... ________ ._c_H_Ec_K_ED_:_lB_._D_A_T_E:_7._2_5.._0_7...__ ____ P_u_B_L_I_C_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ...... _s_HE_E_T_6_o_F_1_6_ .. ~ 4 R6-1 2 I , 0 0 + I-en I ...i: (!) <( -I-a:: (/) w 00 w> r zO -Cll ...J <( Iw (._) w ';;i: (/) ::!!: 1rni 0 <( 0 0::: <( z <( 0 STRIPING 2 4" WHITE 50~ _ * REMOVED R4-7 / ASSEMBLY B FOR WB & R6-1 FOR SB DWY A ESS " DOUBL 2 DET 38 ~ 1/) w ll:'. "'-> TAPER = 270' - - / SUPERIOR 0 50' N TYPE IV (L) N ASSEMBLY B FOR EB & R3-4 FOR WB REMOVED R4-7 R STRIPING ' AVENUE ' 4 R6-1 3 TYPE IV (L) R STRIPING 41+12.72 SUPERIOR AVENUE = 10+00.00 PLACENTIA AVENUE SUPERIOR AVENUE """ RECORD DRAWINGS These Record Drawings have been prepared based an information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. REMOVED R4-7 ASSEMBLY B 2 4" WHITE 45+ 75.69 SUPERIOR AVENUE = 10+00.00 15TH STREET 4 R6-1 -+----.---L R/WR --~-- \_R/W STRIPING LO ll:'. ... w + 0.. CX) <( ... >- <i. 0 >-z 1/) w 4 ASSEMBLY B 0 <( 0 0::: <( z <( 0 LEGEND PROPOSED STRIPING & MARKINGS REMOVED STRIPING & MARKINGS EXISTING STRIPING & MARKINGS (PROTECT-IN-PLACE) CONSTRUCTION NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTAllON STANDARD PLANS, MAY 2006 EDlllON. 2. ALL CONFLICllNG STRIPING AND PAVEMENT MARKINGS TO BE REMOVED BY SANDBLASllNG IF THE EXISllNG STRIPING OR MARKINGS IS PAINT AND BY GRINDING IF llHE EXISllNG STRIPING OR MARKINGS IS llHERMOPLASTIC. 3. ALL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASllC" APPLIED AT A MINIMUM llHICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM llHICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMITS LINES SHALL BE 12" WHITE UNLESS NOTED OllHERl'nSE. 4. ALL REFLECllVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WlllH GLASS REFLECllVE FACES. 5. llHE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L. 6. ALL SIGNS SHALL BE PER THE CALIFORNIA MUTCD, SEPT. 26, 2006. "ASSEMBLY A" IS A COMBINATION OF R4-7 AND TYPE N SIGNS MOUNTED ON THE SAME POST. "ASSEMBLY B" IS A COMBINATION OF R4-7 AND R3-4 SIGNS MOUNTED ON llHE SAME POST. 7. ALL EXISTING SIGNS SHALL REMAIN IN PLACE DURING CONSTRUCllON UNllL NEW SIGNS ARE READY TO BE INSTALLED. 8. PROTECT IN PLACE ALL NON-CONFLICTING STRIPING DETAILS, MARKINGS, MARKERS, ETC. CD PROTECT IN PLACE. ® INSTALL STRIPING PER CAL TRANS DETAIL AS INDICATED. 0 INSTALL PAVEMENT MARKINGS PER CALTRANS STANDARD PLAN A24A. © INSTALL SIGN AND POST PER CALIFORNIA MUTCD AS INDICATED. ® REMOVE STRIPING, PAVEMENT MARKINGS, OR SIGN & POST AS INDICATED. E 0 CJ) 0 CX) CX) 0 --.... O> ~ " ..., ::, (D I "' <( I 1/) ~ ~ CJ) LO ~ C .2 " " ::; L 0 ·c: " a. ::, 1/) 1/) ~ ~ "' LO \!: "' -" " L -1/) C: O> C ·c: " " .!: O> C w (T-5979-S) C-3794 6 .---~-----r------------------------,-----------.-----------.------------------------------t~ APPROVED u No. 45521 . 12-31-0 02-20-08 AS-BUILT c1vn .. SIGNING AND STRIPING PLAN :;; " L SUPERIOR AVENUE _g 1/) C: TRANSP & DEV SERVICES MANAGER BETWEEN STA 40+00 TO N/O DANA ROAD ~ ,__ __ R._C._E_. ~N0_45_5_2_1 --+---------------------~--------1~ CITY OF NEWPORT BEACH R-5911-S ~ DESIGNED: DRAl'nN: SC 1---------1 "' .__ ______________________________________________________________________ ...... _N_o_ • ...__D_A_TE_ ..... D_Es_c_R_IP_TIo_N_oF_RE_V1_s_Io_Ns _____________ ...... ________ ... c_H_Ec_K_rn_,_llB_._0_A_T_E,_7._2_5.._0_7...__ ____ P_u_B_L_l_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ...... _s_HE_E_T_7_o_F_1_6_ .. ~ NOTE: INSTALL PULLBOX WITH (12) 14 GA. CONTROLLER WIRES OF A DIFFERING COLOR, AND (1) 14 GA. COMMON WIRE RUN FROM THE CONTROLLER TO THIS 1 , 11 . .o. i:-n~ i:-1 rr1 JR-i:-_. 11 E E E E ( ) -b-c; --0- ' j ' ~ )- PRESSURE LOSS CHART HIGHEST HEAD: 90' VALVE: A2. POC ELEV: 98' GPM: 45.7 PSI AT POC: 75.0 2" WATER METER 1.6 PSI 2" BACKFLOW PREVENTER 12.0 PSI 1-1/2" MASTER VALVE 3.0 PSI 1-1/2" FLOW SENSOR 1.0 PSI 1,242 lF OF 2" MAINLINE 19.9 PSI FITTINGS (20% MAINLJNE LOSS) 4.0 PSI 1-1/2" REMOTE CONTROL VALVE 3.8 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI ELEVATION (+) UPHILL, (-) DOWNHILL (98'-90') -3.5 PSI SPRINKLER OPERATING PRESSURE: 20.0 PSI (i) TOTAL SYSTEM LOSSES: 66.8 PSI SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: 75.0 PSI REQUIRED SYSTEM MINIMUM PRESSURE: <D 66.8 PSI G) RESIDUAL PRESSURE: @ -<D 8.2 PSI ~ I 0::: NOT,E.:_ rr 'T' CATIY----cArv_ CATV---+""'R'"EMl'.Ne'. EXISTINGC@i}.'cKFLOW PRN1tNTER, CATV---CATV---cATV---cATV---cATV---cATV---cATV---cATV---cATV---cATV'---d }v---CATV / Al \UNKNOW/ WATER METER AND IRRIGATION VALVE THIS () .--CAT I-r-Cl) w w 0 I , 2" I AREA, AND GIVE TO CITY INSPECTOR. '-=....J REPLACE VALVE AS SHOWN, AND CONNECT TO IRRIGATION CONTROLLER 'A'. 23+00 -/ A2 \45_7 ~-1/11 -24+00 25+00 1I Cl) Cl) I I- PB -,. / \ [/211 F \ 3/4" 7' f'<. 314 ~\ A I" 1'( I\ I\ -..,-{_ _, ...-, r,. .-JI _ _ 26+( -I I '/.,. I'' ' ' I'' ' "14' ---O,L " (4" .... ..,., .... .... I .... ,;:::. V ~ r-, .... ,.., -: S----~, , ,.. ,.. ,.,. c:.._ ,..., ,..,. ,..., I", ,..,. ,..., -;::; -_:::: -.<'--&=:--llJ -7 -v:,_ --l•H ~ "0~ ---,1 'I \' ---"' ~ v v ~ v v 2" v -r ---Z ~ [m ~ I ~ :,, , 1 '\-114" I" ----I-<~""'"' ,., '"' '_;'"' ' --••\/ I' \/ \/ I" N ~ -02~ --;--(j ~ --S--~ -~ --;;--~~ ::-S ---;--~-S 45-,,--=-l:__-; ~ 5 .,_z1.... _ _.E. --~-..1.,_ __ s __ 1,__ ~ I-\_ NOTE: ~ SUPERIOR AVENUE ~ ~ MAINLINE IS SHOWN IN STREET FOR ~ CLARITY OF DESIGN ONLY. LOCATE ALL C) PIPES WITHIN PLANTING AREAS, TYPICAL. 0:: ~---v--v--v--v--v---c;~v~---rzi--v--v--V E---E---E-+++---E---E ~ [>CK] ~T T ---T _r ___ T _T _oo __ T _r __ _ ~ <( Cl 0 0::: l.'.J w ----v-- I l>oo T T w' T V V V T T T T T ~ E E w CATV /',JV- w I> T T V V V ' ~ V V V l;, (µ[) @ T T T T T T T T T T T Ji ff_ V 'vi 5 5 E SC£ VAUtT 29+00 l/2"w ~ ---T---T~--T---T--- V I) V V @ V [;,<)(\ '.!J, T T ~~T _,$ T -T T T -- - -G ~ V ',/ V V G G G G E E E E 1/2" B/4" 3/4' /4 s @o - a • T IRRIGATION LEGEND: SYMBOL PRODUCT, :&MODEL'-..._ DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN 01 TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 15-H 14' 1.37 20 HALF Q TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 15-T 14' .95 20 THIRD ~ TORO > 570Z-6P-COM 6" POP-UP SPRAY HEAD 15-Q 14' .68 20 QUARTER I\ TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 12-H 11 ' .95 20 HALF □ TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 10-H g' .60 20 HALF 0 TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 8-H 7' .37 20 HALF • TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 8-Q 7' . 17 20 QUARTER -"' TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 5-H 4' . 10 20 HALF ~ TORO ' 570Z-6P-COM 6" POP-UP SPRAY HEAD 5-Q 4' .05 20 QUARTER SYMBOL PRODUCT MODEL DESCRIPTION & RAIN MASTER IFS I RAINMASTER 0 GRISWOLD @ CARSON ~ MATCO ~ RAINBIRD • GRISWOLD ---_f----------- ---+ ----------- EVOLUTION EVFM 2000 SERIES MODEL 910 754 SERIES 44RC DW SERIES HS16SBX18S/HSDX-03/HSEV-RADIO-KIT/HSEV-ANT-DISC. CONTACT SCOTT KYLE AT RAINMASTER (949) 212-8013. FLOW SENSOR -1-1/2" NORMALLY CLOSED MASTER VALVE 10" ROUND PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 24" OF WIRE WITHIN BOX. BRONZE FULL PORT BALL VALVE -LINE SIZE QUICK COUPLJNG VALVE WITH YELLOW RUBBER CAP -1" ELECTRIC REMOTE CONTROL VALVE IN BOX -SIZE PER PLAN BURIED PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE CLASS 315 FOR PIPE 2" AND LARGER AND SCHEDULE 40 FOR 1-1/2" AND SMALLER. BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN. PIPE SLEEVING, (FOR UNDER STREET, REFER TO CIVIL ENGINEER'S PLANS) SLEEVING, (FOR UNDER STREET, REFER TO CIVIL ENGINEER'S PLANS} IRRIGATION SYMBOL LEGEND: PROPOSED VALVES: ,.......,,......---DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE ~ DENOTES MAXIMUM GPM FLOW THROUGH VALVE \_.!:7~---DENOTES VALVE SIZE T T I /CVI T _J_ T T DETAIL 2 /SHT 16 DETAIL 6 /SHT 16 5 /SHT 15 6 /SHT 15 4 /SHT 15 7 /SHT 15 8 /SHT 15 1 /SHT 16 3 /SHT 15 3 /SHT 15 T---T--~----13'""',,_~-T ---T---T---T--- t'f----~~-=1"':::=--',1 --:;;:'===_2:T-=====~T!:,,.===::::-----::___::::: 'O'._.'.:::V::'._ __________________ +--~---:l------------------------------------------~-------------------s;::::::::: ---T ---T ---T --~@]" ---r0 T:(\'\~To/Q ~~ w I RECORD DRAWINGS I I THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PAIRT, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. 0 ffi. 2-22-DB NORTH 20· 10• a 20' 40' 60' - ----SCALE: 1"=20' NO. DAlE AS-BUILT DESCRIPTION OF REVISIONS (' '\ G" ' ', REV1EWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAv.N: HK HK CHECKED: DA lE: HK 5 23 07 ~?- ;.,. '\ ~ " "' IRRIGATION PLAN SUPERIOR AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3794 R-5911-S SHEET 8 OF 16 _J_ _L 9 T---T---+\--J---T---T---T---T---T '-1 Ifill Cifil :ii POINT OF CONNECTION -WATIER: CONNECT MAINLINE DIRECTLY DOWN EAM OF THE BACKFLOW PREVENTER ASSEMBLY. THE PRESS RE DERIVED FROM LOREN AT NEWPORT BEACH WATER DISTRICT, VARIES 75-90 PSI. (949) 644-3011. REFER TO CIVIL PLANS, SHEET 4. PEAK WATIER DEMAND: I AVAILABLE PRESSURE: REQUIRED MINIMUM PRESSURE: T -0- T T 9 T T 45.7 GPM 75.0 PSI 60.B PSI T CATV---CATV---:§ATV---CATV---CATV---CAT'.l\' CATV---~TV---CATV---CATV'---CATv--~cATV---CATV---CA v---CATV---CATV---_j L J_ ::,, RP BACKFLOW, REFER TO CIVIL _J_ 8-9 PLANS, SHEET 4. ~ @ v--v--v v--v--v--v--v V V V V V V V V -+--V~--v--v--v--V-+--1 ...J..il--G---G---G---G---G---G---G---G---G---G---G---G---G---G~G--- 34+00 33+00 I' ~~{;t_;~4,"=::..;;;~t~~~~/~'(iji;'ll:a==~==::Qa~==~~==~~=:.:ai.""'il~==~~;i;::::;!;l::~~!:::::!:l::~;!;l:::=~~=~=3=M~·~~~=~~o=~~=~¢=~=3~M'F';:;;;~=*l:::::::::!!:~~l~n=":::::;l;;;~~~i;l.~L..JL-?,~-v~,n=·~s~--=--=~~--=~*,a;•;;~ ~ ~ "'" -"-- - - - - - - - --. - - - - -_,._ SUPERIOR -;:VENUE .--"•-- - - - -e~~'m' ~W~LAHS~:r _J -_a: - -_,. ~ ~ "Ill ~ -~"".V --V --V -~ I __ V --V --V --,..----@V--V----v IRRIGATION LEGEND: SYMBOL PRODUCT, L1_ MODEL "\.. h DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 15-H 14' 1.37 20 HALF TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 15-T 14' .95 20 THIRD il TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 15-Q 14' .68 20 QUARTER I\ TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 12-H 11' .95 20 HALF □ TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 10-H g' .60 20 HALF 0 TORO ' 570Z-6P-COM 6" POP-UP SPRAY HEAD 8-H 7' .37 20 HALF • TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD B-Q 7' .17 20 QUARTER TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 5-H 4' .10 20 HALF TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 5-Q 4' .05 20 QUARTER SYMBOL PRODUCT MODEL DESCRIPTION RAINMASTER RAINMASTER GRISWOLD EVOLUTION EVFM HS 16SBX1 BS/HSOX-03/HSEV-RADIO-KIT/HSEV-ANT-DISC. CONTACT SCOTT KYLE AT RAINMASTER (949) 212-8013. () • CARSON MATCO RAINBIRD GRISWOLD ---_f----------- ---4:----------- '000 SERIES MODEL 910 754 SERIES 44RC OW SERIES FLOW SENSOR -1-1/2" NORMALLY CLOSED MASTER VALVE 1 O" ROUND PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 24" OF WIRE WITHIN BOX. BRONZE FULL PORT BALL VALVE -LINE SIZE QUICK COUPLING VALVE WITH YELLOW RUBBER CAP -1" ELECTRIC REMOTIE CONTROL VALVE IN BOX -SIZE PER PLAN BURIED PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE CL.ASS 315 FOR PIPE 2" AND LARGER AND SCHEDULE 40 FOR 1-1/2" AND SMALLER. BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN. PIPE SLEEVING, (FOR UNDER STREET, REFER TO CIVIL ENGINEER'S PLANS) SLEEVING, (FOR UNDER STREET, REFER TO CIVIL ENGINEER'S PLANS) IRRIGATION SYMBOL LEGEND: PROPOSED VALVES: ,.....,,..----DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE &'>33=--DENOTES MAXIMUM GPM FLOW THROUGH VAILVIE \_.!:7f--· --DENOTES VALVE SIZE DETAIL 2 /SHT 16 DETAIL 6 /SHT 16 5 /SHT 15 6 /SHT 15 4 /SHT 15 7 /SHT 15 B /SHT 15 1 /SHT 16 3 /SHT 15 3 /SHT 15 -T------;~----T-@)-~--T---T---T---T---T---T--~=--~I/---T---T--s:-----'j------:~·--@-~_T---T---T-~~_,,__T---~---T-1 ---T---T---T-------PRESSURE LOSS CHART HIGHEST HEAD: 90' a_Q V itz:::: • en <t:. 00/~ :::c: a:: :>I co C T T T T i!l li!li!li!\i!I T T T I T T T T ), T T -I E E r I \'_ V / ' T---T---T---T---T--++-T---T----0--) / _,.,...---f-\i@i ► CATV---CATV---CATV'----CATV---CA~V---CATV-------l:ATV---CATV'---CA~"·•---CAlT\l\>/----CATV---CATV---CATV---CATV---CATV---CATV---CATV---CATV---r--CATV---CATV---CATV---CATV- / AS \44.9 J__ ..,. I-I ,-,19' tt1 V --V --'w --'w --'W V --V 'w "'@>---V ~ ~ 00 f/;b vi Cl) ---G---G---G -----)G ---G ---G ---G---G ~-,.-,-G -\.1--G ~_,--G -1./--a--G-1,.,---G,,, -.,---?_,---,9----,,.P' ---,-,., G ---,,.-," --,-,_,-G --,_-,G--,-,.,- :::c: §i43/{ I'( 3/4" -O I" I'( I' / I" • ~ _ -v I" ,,•~., ~ o/4_ •~, n" 1/2"1nJ1. )) ~ i: 4" 41 + ,1 ~ I-• --%-A-...... u--~~~»O~ s-;.. ,..... r -"\ ,... ,..., --~s ~ ....s:::: --~ _, ....c -' I --a= Tt:_ CIJ UJ-t-..__. (J),~?"I ~ -.JI'' I -111 '' ..., ---> \:,.I __, v -,;::".,/ 211 '-' .:> ..., ..,> U ...:,, ..:> U 3 3 . 3 ii --s 2' .,_:, 3 3 _rs!=;::;-' -, w Z ,,,.. \,( !l>'\\,J 3/4" );-/i I' ,,-~ ""oi+02 _-__ -_ S-() --r_-__ -_ S -__ -_;-_-__ SJ~Q-S-~ ~ -~_-__ -;_-__ -_ S -----19+00--; --;-~_-__ -;-_-__ -_ S - -~ Ti'40+0~ - -;-;--;---S -"""'.:._ S • r~ UJ ...J ~ ~ ~ ,I ~ __. ,. -1 1 1V,IRRIGATION CONTROL WIRE SLEEVE, 4" 2 Cl) I L.. - - - ----~ I SEE CIVIL PLANS - ~ cJ \Ii\ SUPERIOR AVENUE :1 IRRIGATION CONTROLLER 'A' J ~ ~ 1~ :: / -ELECTRICAIL CABINET / , ~ A ~ "" II / 1 ___ ___ ---..... J I 1- F"_l'w~-=-=-==_IV~-=-=-=-:=._l'w~-=-=-=-:=._IV~-=-=-=-:=._l'w~-=-=-==_l'w~-=-=-==_l'w~-=-=-=-:=._IV~-=-=-=-:=._IV~-=-=-==_l'w~-=-=-==_lwq===_l'w~-=-=-=-:=._IV~-=-=-=-:=._IV~=f ,_l'w~-=~=~:;'w~~-=-==-''w~-=-=-==--'v~-=-=-==-'v~-=~~~_l'w~-=-=-==-'v~-=-=-==-'v~-=-=-==--'v~~;~~ ~v3~~=-=-~f'w~tt''~,~1 ~w!=:; v v v ~ / I ~ T T T T T T T T T T ( JenaaT----T----T----t1;\l.,a-4""'-_/4...c;:ii'"--T----T----T----T--~-~--T----T----T----T;ii ":: 1 Vn~~-+F!!'I-T~ [;>l<J ~= ~T. ~ TT' / S-T r======--=--=--:::,=@=""'":_-:::_ __ --_-_-_-_-__ -_-_-_-_-_-_======--=--=--=--=-==----_-_-_-_-__ -_-_-_-_-_-_===::::;;=:.._::::_:~=-===-=-=-=r==-=-=-l~v~-------------------------------'-='----""--,·-_,_➔'-=-~'='-'~ffi~,~ ~ ~~/rt~/_,__/ __ ~ I £[ ~ Ill/ ; , 1 1~11 \ \ J "r" I Ii \ I I /, RECORD DRAWINGS 0 & 2-22-08 AS-BUILT REVIEWED: THESE RECORD DRAWINGS HAVIE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVIED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. NORTH 20' 10' 0 20' 40' 60' MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER - ----DESIGNED: DRAl'IN: SCALE: 1"=20' NO. DAlE DESCRIPllON OF REVISIONS HK HK CHECKED: DA TE: HK 5 23 07 VALVE: A2 POC ELEV: 98' GPM: 45.7 PSI AT POC: 75.0 2" WATER METIER 2" BACKFLOW PREVENTER 1-1 /2" MASTER VALVE 1 -1 /2" FLOW SENSOR 1,242 LF OF 2" MAINLINE FITTINGS (20% MAINLINE LOSS) 1-1 /2" REMOTE CONTROL VALVE LATERAL LINE LOSSES, (FIXED) ELEVATION (+) UPHILL, {-) DOWNHILL {9B'-90') SPRINKLER OPERATING PRESSURE: l1) TOTAL SYSTEM LOSSES: SUMMAIRY: @ AVAILABLE STATIC PRESSURE AT POC: REQUIRED SYSTEM MINIMUM PRESSURE: G) @ RESIDUAL PRESSURE: @-G) IRRIGATION PLAN SUPERIOR AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1.6 PSI 12.0 PSI :5.0 PSI 1.0 PSI 19.9 PSI 4.0 PSI 3.8 PSI 5.0 PSI -3.5 PSI 20.0 PSI 66.8 PSI 75.0 PSI 66.8 PSI 8.2 PSI C-3794 R-5911-S SHEET 9 OF 16 PRESSURE LOSS CHART HIGHEST HEAD: 90' VALVE: A2 POCELEV: GPM: 45.7 PSI ATPOC: 2"' WATER METER 2" BACKFLOW PREVENTER 1-1/2"' MASTER VALVE 1-1/2"' FLOW SENSOR 1.242 LF OF 2'" MAINLINE FITTINGS (20% MAINLINE LOSS) 1-1/2" REMOTE CONTROL VALVE LATERAL LINE LOSSES. (FIXED) ELEVATION (+) UPHILL, (-) DOWNHILL (98'-90') SPRINKLER OPERATING PRESSURE: (j) TOTAL SYSTEM LOSSES: SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: REQUIRED SYSTEM MINIMUM PRESSURE: (j) @ RESIDUAL PRESSURE: @ -(j) \ I I \ T---111---T-----tt-T---T~tjct---T~~---T---T ---CATV---CATV---CATV---CATV---@v---CATV---CATV---CATV---CATV---CATV---CATV --'vi --'vi -- 43+00 SUPERIOR 19.5 w --'vi -;.):.. -c, 44+00 '-----'~'vl--'vl--'vl-- AVENUE 9 98' 75.0 1.6 PSI 12.0 PSI 3.0 PSI 1.0 PSI 19.9 PSI 4.0 PSI 3.8 PSI 5.0 PSI -3.5 PSI 20.0 66.8 75.0 66.8 I-w w Cl:: I- Cl) ::c LO CAT 8.2 1-w w :r: Cl) Cl) :r: I- PSI PSI PSI PSI PSI CATV---CATV~'\--CATV~'<-C$.if~P I w bATVorw ---MT¥\ /--'vlw--,;ibA.+T¥\/==-\w-;t-=-6A-C AT\:&1-==a-~ E---E~{~--E---E---E---E---E--- .,.---@---'vi -~@~ 'vi --'vi ---',>--V'-"-----. T 'vi --'vi ',/ 'vi 'vi --(;II Pl w CAP/ w CAT'# E E E E ---E-+t1<1<:"F1tHE F'ULLB0X 'WITH ( 10) CJ4 GA. E NOTE: ~ ----------T---T---T---T--- ',/ T 47+□0 2" f-1/2" B/4" I' 0 00 00 ',/ ',/ ',/ --"vi --+,c'6JNTR0LLE~ WIRES OJ.I A DIFFEP!fN-1>cG-- T C0LOR, AND 14 GA. COMMON WIRE RUN ---T --i"fflOM"1THI:'. eol~T~OLLl:'.R TO THIS T -+-... w ·@38.t / -1 2 48+00 LOCATION FOR FUTURE CONNECTION. Z ,. 3/4' 3/4" q s 112' • I ...J 1- 49+0 ~ --',/ ...J 1-u w -:i 0 0:: a. 1-------~~~~~~~---+--~-~-~-~--~~::tt '-- 0 <( ~ f- l l RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. l 0 NORTH 20' 10' 0 20' 40' 60' - ----SCALE: 1"aa2Q' I ------'K \ <( z <( 0 fil. 2-22-08 AS-BUILT NO. DATE DESCRIPTION OF REVISIONS IRRIGATION LEGEND: SYMBOL PRODUCT1 , & MODEL '""...., DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL R TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 15-H 14' 1.37 20 HALF ~ TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 15-T 14' .95 20 THIRD lil TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 15-Q 14' .68 20 QUARTER I\ TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 12-H 11' .95 20 HALF □ TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 10-H 9" .60 20 HALF 0 TORO 570Z-6P-COM • 6" POP-UP SPRAY HEAD 8-H 7' .37 20 HALF • TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 8-Q 7' .17 20 QUARTER .c, TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 5-H 4' .10 20 HALF ~ TORO ' 570Z-6P-COM 6" POP-UP SPRAY HEAD 5-Q 4' .05 20 QUARTER SYMBOL PRODUCT MODEL DESCRIPTION I& RAIN MASTER EVOLUTION HS 16SBX1 BS/HSDX-03/HSEV-RADIO-KIT /HSEV-ANT-DISC. RAINMASTER (949) 212-8013. CONTACT SCOTT KYLE AT IFS I RAIN MASTER EVFM FLOW SENSOR - 1 -1 /2" 0 GRISWOLD 2000 SERIES NORMALLY CLOSED MASTER VALVE @) CARSON MODEL 91 0 10" ROUND PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 24" OF WIRE WITHIN BOX. ~ MATCO 754 SERIES BRONZE FULL PORT BALL VALVE -LINE SIZE {J RAINBIRD 44RC QUICK COUPLING VALVE WITH YELLOW RUBBER CAP -1· • GRISWOLD OW SERIES ELECTRIC REMOTE CONTROL VALVE IN BOX -SIZE PER PLAN ----BURIED PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE CLASS 315 FOR PIPE 2" AND LARGER AND SCHEDULE 40 FOR 1-1/2" AND SMALLER. BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN. =----~ _-_-_-....:: PIPE SLEEVING, (FOR UNDER STREET, REFER TO CIVIL ENGINEER'S PLANS) ___ * ____ -------SLEEVING, (FOR UNDER STREET, REFER TO CIVIL ENGINEER'S PLANS) IRRIGATION SYMBOL LEGEND: PROPOSED VALVES: ,........,---DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) N'y,3 -DENOTES MAXIMUM GPM FLOW THROUGH VALVE \_£7<----DENOTES VALVE SIZE SEQUENCE REVIEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRA~: HK HK CHECKED: DA TE: HK S 23 07 IRRIGATION PLAN SUPERIOR AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 2 /SHT 16 DETAIL 6 /SHT 16 5 /SHT 15 6 /SHT 15 4 /SHT 15 7 /SHT 15 8 /SHT 15 1 /SHT 16 3 /SHT 15 3 /SHT 15 - - C-3794 R-5911-S SHEET 1Q OF16 E E E E -0- ATV TV CATV CATV CATV CA CATV TV w z 8? _J 4+00 25+00 I-+o 23+00 ~ _J I-u w s s s s s s ""l s s s 0 0:: SUPERIO AVENUE a. ---T __ .,__T 04J T ----,LT ---T ---->" ----T ---T +-----T ---_.,___T ----~!i--,L--T --- s s BOULDER LEGEND: @ DENOTES GRAY GRANITE BOULDER VJTH THE APPROXIMATE DIMENSION OF 2' DIAMETER IN LONGEST DIRECTION, @ DENOTES GRAY GRANITE BOULDER VITH THE APPROXIMATE DIMENSION OF 4' DIAMETER IN LONGEST DIRECTION, @ DENOTES GRAY GRANITE BOULDER VITH THE APPROXIMATE DIMENSION OF 6' DIAMETER IN LONGEST DIRECTION, FDR BOULDER DETAIL, REFER TD ~ ® CATV CAT -I-w w I Cl) Cl) I I- 26+ C -w s z _J s s -I u ~ ~ --'w- TREE LEGEND SYMBOL BOTANIC NAME COMMON NAME SIZE w 5YA/5RIJ5 ROMANZOFFIANJM GlUEEN PALM 20' BTH 0 PHOENIX ROEBELENII PY<:>MY DATE PALM 24"BOX MULTI-TRUNK (3-4 CWMP5) SHRUB AND GROUNDCOVER LEGEND ABBRV. BOTANICAL NAME COMMON NAME AC ALOE CILIARIS ALOE VAR, CG CAESALPINIA GILLISII YELL□',,/ BIRD OF PARADISE BUSH DT DASYLIRI□N TEXANUM DESERT SPOON GI GERANIUM INCANUM CRANESBILL JC IMPERATA CYLINDRICA 'RUBRA' JAPANESE BLOOD GRASS ID IRIS DOUGLASIANA BLUE PACIFIC COAST IRIS MT MISCANTHUS TRANSM□RRIS□NENSIS 'SENTINEL' EVERGREEN MISCANTHUS SAC SAL VIA 'ALLEN CHICKERING' ALLEN CHICKERING SC SALVIA CHAMAEDRY□IDES BLUE SALVIA SG SALVIA GREGGII AUTUMN SAGE TI THAMNOCHORTUS INSIGNIS THATCHING REED FD DENOTES FESTUCA DVINA 'GLAUCA' - BLUE FESCUE P Q 9 9 91 I GALLON AT 12' □.C., TV□ R□VS, BLUE FESCUE TRIANGULAR SPACING NOTE, INSTALL PLANTS PER PLANTING DETAILS PLANTING LEGEND: ~ DENOTES PLANT MATERIAL, SEE LEGEND ~ DENOTES QUANTITY IN GROUPING, AND SIZE, (IE, 24'=24' BOX, 15G=15 GALLON, 5G=5 GALLON, AND IG=l GALLON) SAGE QTY REMARKS ;31 20' BROV>lN TRUNK HEl<:>HT B 3'-4' HltSH ,, & ' SIZE QTY 5 GALLON 94 15 GALLON 54 15 GALLON 33 1 GALLON 143 I GALLON 489 1 GALLON 272 1 GALLON 87 , 5 GALLON 60 5 GALLON 59 , 5 GALLON 397 5 GALLON 36 1 GALLON 8,625 E---E---E---E ---T ------,~T ---T T T T T T T ---T ---+--T -----+-T--f-r--2._'i-7"_--'-+-,---_--+--- 1-w w I Cl) Cl) I 1- w z.....-~ _J ~ I1--+-;-s u ~ ~~ s __ ..,'w-- > f-<I u s- 27 00 28+00 ~ --LCAA,;,:,l,--......;vf:AT\I ",t 'vJ RECORD DRAWINGS THESE RECORD DRAVINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. ',,/HILE THIS INFORMATION IS BELIEVED TD BE RELIABLE, CITY OF NEVP□RT BEACH IS NOT RESPONSIBLE FDR ITS ACCURACY, NOR FDR ERRORS DR □MISSIONS 'wHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. Ji 1,/ LI E 0 fil. 2-22-08 NORTH 20' 10' 0 20' 40' 60' - ----SCALE: 1"aa2Q' NO. DATE 1,/ LI E & ICATV E 'w 1,/ LI E LI > \ii f- u s-s-s+s SUPERIOR AVENUE l f-<I u 1,/ LI E J~.....,(;0~-.-W,t-___J;C:/+◊TT.\'t..'-"'vtw-~CCAAT~~ __ AS-BU[L T DESCRIPTION OF REVISIONS CATV ---s REVIEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRA~: HK HK CHECKED: DA TE: HK 5 23 07 CATV CATV s s w z _J I u I-<( ~ B REFER TO SHEET 16 FOR PLANTING DETAILS PLANTING PLAN SUPERIOR AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3794 R-5911-S SHEET 11 0F16 T T ~ 1/1--"'r-l(i---;..-I t::,F,-;:-1 UJ I (/) (/) I I- T T I!! l;11111~1i11 T - -0- T -0-T T T T T T T CONTRACTOR SH LL LAYOUT 200 L.F. OF PLANTING FOR CITY INSPECTOR'S APPROVAL PRIOR O SITE LAYOUT ---CAT 34+00 SUPERIOR AVENUE --'vi--Q, 'vi [!I I COBBLE MAINTE T---T-".,f---'f-------:cl----T-~,-----T---T-_1,_,""'-----T---T ---T ....:,,.-sc::---T ACCES$ IJRIVE T----->s------:-----0 TPB I I s T T -) T T T I s '> 37 + 0~ ----/--S ---s ---s ---s ___ S3B+OO ---s ---s ---s 39+00 ---s ---s ---s ---s _:,,.____ s ---S 40+0~ RECORD DRAWINGS THESE RECORD DRA\,JINGS HAVE BEEN PREPARED BASED □N INFORMATION SUBMITTED, IN PART, BY OTHERS. \,/HILE THIS INFORMATION IS BELIEVED TD BE RELIABLE, CITY □F NE\vPDRT BEACH IS NOT RESPONSIBLE FDR ITS ACCURACY, NOR FDR ERRORS DR □MISSIONS \JHICH MAY HAVE BEEN INCORPORATED INT□ THESE PLANS AS A RESULT. SUPERIO VENUE >---'v./ --\J',.._-----'vi-----+\,/-- ---T---T---T---T---T---T------::;,~ 0 LG, 2-22-08 AS-BUILT NORTH 20' 10' 0 20' 40' 60' - ----SCALE: 1 "aa2Q' NO, DATE DESCRIPTION OF REVISIONS T CATV CATV G s s s s TREE LEGEND SYMBOL BOTANIC NAME COMMON NAME SIZE QTY REMARKS w SY A6RIJ5 ROMANZOFFIANUM QUEEN PALM 20' BTH 31 20' BROHN TRUNK HEl6HT 0 PHOENIX ROEBELENII PYGMY DATE PALM 24" BOX e 3'-4' Hl6H MULTI-TRUNK (3-4 CLUMPS) SHRUB AND GROUNDCOVER LEGEND / & ' ABBRV. BOTANICAL NAME COMMON NAME SIZE QTY AC ALOE CILIARIS ALOE VAR. 5 GALLON 94 CG CAESALPINIA GILLISII YELL□\,/ BIRD OF PARADISE BUSH 15 GALLON 54 DT DASYLIRI□N TEXANUM DESERT SPOON 15 GALLON 33 GI GERANIUM INCANUM CRANESBILL 1 GALLON 143 IC IMPERATA CYLINDRICA 'RUBRA' JAPANESE BLOOD GRASS 1 GALLON 489 ID IRIS D□UGLASIANA BLUE PACIFIC COAST IRIS 1 GALLON 272 MT MISCANTHUS TRANSM□RRIS□NENSIS 'SENTINEL' EVERGREEN MISCANTHUS 1 GALLON 87 SAC SALVIA 'ALLEN CHICKERING' ALLEN CHICKERING SAGE 5 GALLON 60 SC SALVIA CHAMAEDRY□IDES BLUE SALVIA 5 GALLON 59 SG SAL VIA GREGGII AUTUMN SAGE 5 GALLON 397 TI THAMNOCHORTUS INSIGNIS THATCHING REED 5 GALLON 36 FD DENOTES FESTUCA DVINA 'GLAUCA' - BLUE FESCUE 6c S2 S2 V S?i l GALLON AT 12' □,C., T\,JD RD\vS, BLUE FESCUE 1 GALLON 8,625 TRIANGULAR SPACING NOTE, INSTALL PLANTS PER PLANTING DETAILS PLANTING LEGEND: LlliL't DENOTES PLANT MATERIAL, SEE LEGEND w DENOTES QUANTITY IN GROUPING, AND SIZE, <IE, 24'=24' BOX, 15G=15 GALLON, 5G=5 GALLON, AND lG=l GALLON) CATV CATV 9 .:l, s ;s .:l, I J I C"') ..-I a.. ....I I- UJ UJ I (/) UJ UJ (/) UJ z ....I I u I-<( ~ REVIEWED: MICHAEL J. SINAC0RI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: HK HK CHECKED: DATE: HK S 23 07 BOULDER LEGEND: @ DENOTES GRAY GRANITE BOULDER \JITH THE APPROXIMATE DIMENSION □F 2' DIAMETER IN LONGEST DIRECTION. @ DENOTES GRAY GRANITE BOULDER \JITH THE APPROXIMATE DIMENSION □F 4' DIAMETER IN LONGEST DIRECTION. © DENOTES GRAY GRANITE BOULDER \JITH THE APPROXIMATE DIMENSI□ N □F 6' DIAMETER IN LONGEST DIRECTl□N, FDR BOULDER DETAIL, REFER TD @ REFER TO SHEET 16 FOR PLANTING DETAILS PLANTING PLAN SUPERIOR AVENUE C-3794 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5911-S SHEET 12 OF 16 I l 1 I I I C 1 C ! N ..... I a. ...J I- UJ UJ I Cl) UJ UJ Cl) UJ z ...J I () I-<( 2 I- UJ UJ I Cl) Cl) DO I I- UJ z ...J I () I-<( E: 2 I / ~ {/ ~,'?-// / ~ ~~ "-'/ ij ~v.i~<v,,/ s ~ ~ \ ~0 ~~s/ A/~~ T~T T P}7~ T T T T TP/l ~0 h / 1/'.'. CATV T c, CATV /2 A'fv CATV CATV CATV CATV ~ 1/0 // R / / C, ~f'f/ 0 G \,/G \,I~~ \,I \,I \,I \,I \,I \,I 01/ 42+00 43+00 r"f0 :: I \,I \,I \,I \,/ \,/ \,I _). /2~ "' SD _ SD __ SD _ SD __ I ~ _). /;; £; ATV CATV s \,I \,I \,I SU !ID \.I IOR r --\,I 46+00 \,I --\,I ~ \,I ), AVENUE f- l l l RECORD DRAWINGS THESE RECORD DRA'w'INGS HAVE BEEN PREPARED BASED □N INF□RMATI□N SUBMITTED, IN PART, BY OTHERS. IJHILE THIS INFORMATION IS BELIEVED TD BE RELIABLE, CITY OF NE'w'PORT BEACH IS NOT RESPONSIBLE FDR ITS ACCURACY, NOR FDR ERRORS DR □MISSIONS 'w'HICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. T T T T T CATV 44+00 \,/ \,/ \,/ \,I SUPERIOR AVENUE & T\/ COBBLE MAINTENANCE 0 NORTH 20' 10' 0 20' 40' 60' - ----SCALE: 1"aa2Q' \ I- UJ I UJ a::: I- (J) I T~ T T LO CATV I- UJ UJ I Cl) Cl) I I--UJ s z +-45 ...J I \,I \,/ () ~ \;J 2 'w CAT\/ AT\/ ~<----+--T ---T UJ fil. 2-22-08 NO. DATE AS-BUILT z ...J 1- 49+0 2 ...J I-() UJ --, --\,I <( ~ <( z <( 0 0 Cl'.'. a. DESCRIPTION OF REVISIONS TREE LEGEND SYMBOL BOTANIC NAME COMMON NAME SIZE QTY REMARKS w SY A6RIJS ROMANZOFFIANUM GUEEN PALM 20' BTH 31 20' BROl"IN TRUNK HEl6'HT 0 PHOENIX ROEBELENII PY<:,MY DATE PALM 24"BOX e, 3'-4' Hl6'H MJL Tl-TRUNK (3-4 C.LUMPS) SHRUB AND GROUNDCOVER LEGEND ,, & ABBRV. BOTANICAL NAME COMMON NAME SIZE QTY AC ALOE CILIAR[S ALOE VAR, 5 GALLON 94 CG CAESALPINIA GILLISII YELL□IJ BIRD □F PARADISE BUSH 15 GALLON 54 DT DASYL[Rr□N TEXANUM DESERT SPOON 15 GALLON 33 Gl GERANIUM INCANUM CRANESBILL 1 GALLON 143 IC IMPERATA CYLINDRICA 'RUBRA' JAPANESE BLOOD GRASS I GALLON 489 ID IRIS D□UGLASIANA BLUE PACIFIC COAST IRIS I GALLON 272 MT MISCANTHUS TRANSM□RRIS□NENSIS 'SENTINEL' EVERGREEN MISCANTHUS I GALLON 87 SAC SAL VIA 'ALLEN CHICKERING' ALLEN CHICKERING SAGE 5 GALLON 60 SC SALVIA CHAMAEDRY□IDES BLUE SALVIA 5 GALLON 59 SALVIA GREGGII AUTUMN SAGE 5 GALLON ) SG 397 , TI THAMN□CH□RTUS INSIGNIS THATCHING REED 5 GALLON 36 FD DENOTES FESTUCA DVINA 'GLAUCA' - BLUE FESCUE 62 S2 V S2 Vi 1 GALLON AT 12' □.C., T'w'□ RO'w'S, BLUE FESCUE I GALLON 8,625 TRIANGULAR SPACING NOTE, INSTALL PLANTS PER PLANTING DETAILS PLANTING LEGEND: ~ DENOTES PLANT MATERIAL, SEE LEGEND W DENOTES QUANTITY IN GROUPING, AND SIZE, <IE• 24'=24' BOX, 15G=15 GALLON, 5G=5 GALLON, AND IG=l GALLON> REVIEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: □RA~: HK HK CHECKED: DA TE: HK S 23 07 BOULDER LEGEND: @ DENOTES GRAY GRANITE BOULDER 'w'ITH THE APPROXIMATE DIMENSION □F 2' DIAMETER IN LONGEST DIRECTION, @ DENOTES GRAY GRANlTE BOULDER 'w'ITH THE APPROXIMATE DIMENSION OF 4' DIAMETER IN LONGEST DIRECTION, © DENOTES GRAY GRANITE BOULDER 'w'ITH THE APPROXIMATE DIMENSION □F 6' DIAMETER IN LONGEST DIRECTION, FDR BOULDER DETAIL, REFER TD @ REFER TO SHEET 16 FOR PLANTING DETAILS PLANTING PLAN SUPERIOR AVENUE C-3794 R-5911-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 13 OF16 GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. BASE SHEET INFORMATION FOR THESE PLANS WAS DERIVED FROM PLANS BY CllY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT, 3300 NEWPORT BOULEVEARD, NEWPORT BEACH, CA 92658. (949) 644-3342. 3. CONTRACTOR SHALL MAKE HIMSELF FULLY AWARE OF SITE CONDITIONS PRIOR TO ISSUING HIS BID. LACK OF KNOWLEDGE OF EXISTING SITE CONDITIONS SHALL NOT BE A BASIS FOR ADDITIONAL COSTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND ON THESE PLANS. ANY WORK PERFORMED BY THE CONTRACTOR PRIOR TO RECEIVING A CLARIFICATION FROM THE LANDSCAPE ARCHITECT MAY REQUIRE REMOVAL AND RECONSTRUCTION OR WORK PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 5. AT THE TIME OF BID, THE CONTRACTOR SHALL MAKE THE OWNER AWARE OF THE EXPECTED CONDITION OF THE SITE PRIOR TO HIS WORK. SHOULD WORK BY OTHERS, PERFORMED PRIOR TO THE CONTRACTORS MOVING ON-SITE, RESULT IN POTENTIAL ADDITIONAL EXPENSES INCURRED BY THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE OWNER OF THE EXPENSES PRIOR TO THE WORK BEING DONE. THE CONTRACTOR MAY ASSUME FULL RESPONSIBILllY FOR ANY ADDITIONAL EXPENSES FOR WORK PERFORMED WITHOUT OWNER'S AUTHORIZATION. 6. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THE PLANS. 7. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING SITE ELEMENTS OR UTILITIES SHALL BE IMMEDIATELY AND PROPERLY REPAIRED TO ITS FORMER STATE AT NO ADDITIONAL COST TO THE OWNER. 8. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL ASSUME FULL RESPONSIBILilY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION PRIOR TO BEGINNING WORK. 9. CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. 10. CONTRACTOR SHALL REMOVE ALL EXCESS SOIL GENERATED BY HIS OPERATIONS FROM THE SITE, PER ALL APPLICABLE CODES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS FROM SITE, PER ALL APPLICABLE CODES, AS WAS CREATED FROM HIS CONSTRUCTION AND/OR DEMOLITION OPERATIONS. GRADING NOTES: 1. THE CONTIRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADES BEING SMOOTH WITHOUT HAVING LOW SPOTS OR GRADING IRREGULARITIES. 2. WHERE PAVING AND FINISH GRADE MEET, THE FINISH GRADE SHALL BE DEPRESSED TWO INCHES. IRRIGATION NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE CODES. 2. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERlY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERlY LINES OR LIMITS INDICATED ON PLAN. CONTIRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT THE CONTRACTOR'S OWN COST. 4. DO NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE EXISTED AT THE TIME OF THE IRRIGATION DESIGN PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IN THE EVENT THIS NOTIFlCATION IS NOT GIVEN, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILllY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION, AND TO THE OWNER'S SATISFACTION. 5. IT IS THE RESPONSIBILllY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES UNDER ROADWAY PAVING. 6. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE, AND PIPE SLEEVING UNDER ALL PAVED AREAS PER PLAN, PRIOR TO PAVING. ALL SLEEVING SHALL BE PVC SCHEDULE 40 PIPE AND BE A MINIMUM TWICE THE ENCLOSED PIPE SIZE. 7. 120 V.A.C. ELECTRICAL POWER SHALL BE PROVIDED TO THE CONTROLLER LOCATION BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. B. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT THE POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF THE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILllY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION. 9. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTAB- LISHED USING THE MATERIALS AS SPECIFIED ON THIS PLAN. SUBSTITUTIONS MADE TO THE MATERIALS BY THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE LANDSCAPE ARCHITECT SHALL PLACE ALL LIABILllY OF THE IRRIGATION SYSTEM ONTO THE IRRIGATION CONTRACTOR. NO SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQUIPMENT IF SO ORDERED BY THE OWNER. 10. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 11. ALL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 12. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 13. ALL POP-UP lYPE SPRINKLER HEADS INSTALLED IN TURF AREAS SHALL BE INSTALLED 50 THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH THE ADJACENT SIDEWALK, OR PAVING. ALL POP-UP HEADS AWAY FROM EDGES IN TURF SHALL BE FLUSH WITH THE TOP OF GRADE TO PREVENT CONTACT WITH MOWERS. 14. WHERE SPRAY HEADS ARE INDICATED ON THE IRRIGATION PLANS, IT IS THE INTENT OF THE DESIGN TO INDICATE THE INSTALLATION OF POP-UP HEADS IN LANDSCAPED AREAS ADJACENT TO PEDESTRIAN AND VEHICULAR AREAS. IN THE EVENT THAT POP-UP HEADS HAVE NOT BEEN SPECIFIED IN THESE AREAS, IT SHALL BE THE RESPONSIBILllY OF THE IRRIGATION CONTRACTOR TO BRING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 15. THE CONTRACTOR SHALL CONTACT MR. RICK BATES AT HYDROSCAPE FOR CONTROLLER/ SENSOR CERTIFICATION AT START-UP OF SYSTEM. CALL (949) 500-1122. 16. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. 17. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PULLING ALL CONTROL AND COMMON WIRE THROUGH CONDUIT FROM CONTROLLER LOCATION TO VALVES. .&. 2-22-08 AS-BUILT RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CllY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. NO. DATE DESCRIPllON OF RE\o1SIONS RE\o1E~D: PLANTING NOTES: 1. PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITIES. 2. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 3. THE CONTRACTOR SHALL BE AWARE OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON. 4. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANT MATERIAL. ANY EXISTING PLANT MATERIAL DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH ONE OF THE SAME lYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE, AS ACCEPTABLE TO THE CITY INSPECTOR. 5. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE CllY INSPECTOR PRIOR TO PLANTING. 6. ALL PLANT MATERIAL WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE lYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY MATERIAL APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE CllY INSPECTOR SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 7. ALL TREES SHALL BE STANDARD IN FORM AND UNIFORM IN HEIGHT TO THE INSPECTORS SATISFACTION, UNLESS OTHERWISE SPECIFIED. 8. ALL PLANTING AREAS SHALL RECEIVE A 2" LAYER OF NITROGEN FORTIFlED SHREDDED TREE AND PLANT MATERIAL MULCH. THE MULCH SHALL CONSIST OF THE CllY'S STANDARD MIX. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS. THE MULCH SHALL BE 1" DEEP WITHIN ALL TREE AND SHRUB WATERING BASINS. ABSOLUTELY NO BARE GROUND SHALL BE SHOWING. PROVIDE SAMPLES OF MULCH FOR APPROVAL BY THE CllY'S GENERAL SERVICES DEPARTMENT PRIOR TO INSTALLATION. 9. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE EQUIVALENT TO "DEEP-ROOT" OR "CENTURY" 24" DEEP PANELS. BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO THE BACK OF CURB PER THE ROOT BARRIER DETAIL ON THESE PLANS. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A lYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL 10. ALL SHRUB PLANTINGS SHALL BE A MINIMUM OF TWELVE (12) INCHES FROM THE BACK OF CURB. C-3794 LANDSCAPE CONSTRUCTION NOTES SUPERIOR AVENUE MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CML ENGINEER DESIGNED: DRAWN: HK HK CHECKED: DATE: HK 5/23/07 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5911-S SHEET 14 OF 16 1 I ' ! ! I , 7 8 BALL VALVE • X "' <( ::, -------GREEN ROUND VALVE BOX 2" ABOVE FlNISH GRADE ~--FINISH GRADE EXTENSIONS AS REQ'D. ,,,---BRASS BALL VALVE PVC SCH 80 MALE ADAPTER PROVIDE 1"-2" AIR SPACE BTWN BOTTOM OF VALVE AND TOP OF ROCK. Yl-,--,;'c ---B" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED NOTE: HEAT BRAND "BV" ON COVIER IN 2" TALL LmERS, TYPICAL SCALE: NTS _.,,---FINISH GRADE ..,----CARSON INDUSTRIES #910-128 ROUND BREEN BOX ..,----QUICK COUPLING VALVE _,,---RED BRICK, (4 REQUIRED) ,,,---1 CUBIC FOOT OF PEA GRAVEL '"'-'-'-.>:"77> ,,,---BRASS NIPPLE ,,----BRASS 90 DEGREE STREET ELL _,,---BRASS 90 DEGREE STREET ELL ..,----6" BRASS NIPPLE ~-MAINLINE PIPING AND FlTTING NOTE: HEAT BRAND "QC" ON COVER IN 2" TALL LimERS, TYPICAL CWG F 8108 5 ,..._ _________ ttO'ii\",L\l'ES,JIEOLlCEl':S, -------4'-( EXAMPLE: O;J 1:UO-l(JJS IM THS,I\R&. FOR 3' ~LOW SENSORJ>IMEHGION 'A' MNIMUM:;10" t:,l!I.FNSllN '8' t,,f\NIMIJM 15" REFER TO THF TAB!..E PROVIDED WITH THE FLOW SENSOR FOR CORRECT "K" ANO "OHSE'T" FOR YOUR APPLICATION. FLOW SENSOR DETAIL NOTE: HEAT BRAND "FS" ON COVIER IN 2" TALL LmERS, TYPICAL SCALE: NTS NOTE: PROVIDE 12" LONG EXPANSION CURLS CARSON INDUSTRIES, GREEN SQUARE BOX WITH LOCKABLE LID PROVIDE EXTENSIONS AS REQ'D i;::;:1.1------WATERPROOF WIRE CONNECTORS li..lj;~-----= TO IRRIGATION SYSTEM VALVIES REMOTE CONTROL MASTER VALVE PRESSURE MAINLINE -------VALVE WI RES TO CONTROLLER, INSTALL MASTER VALVE WIRES PER MANUFACTURER'S RECOMMENDATIONS. RED BRICK TYPICAL, 4 REQUIRED NOTE: HEAT BRAND "MV" ON COVER IN 2" TALL LIETTERS, TYPICAL QUICK COUPLING VALVE SCALE: NTS 6 MASTER VALVE SCALE: NTS RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVIE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. NO. 3 4 z z ::, ,---------FINISH GRADE 6" IN. (NTS) CURB OR PAVING EDGE ~-_____, I r . .1 •. <1 <1 11 • • :, N I 11 • ----1af-HaaaaaH-l='==++1c~-CLEAN BACKFILL SOIL c:o I ' COMPACTED TO MATCH 11= NATIVE SURROUNDING SOIL ~~-l!i'i'i±:!E±±:!i'i'i'l l:1------NON-PRESSURE LATERAL LINE I I' I II I" II ._-,,...---,'-lt--+t+--1++-1---PRESSURE MAINLINE =11 II Ii' 11[~~,.-~.,.i, ~--.,~----~•,c •• ~---~~~~L--VALVIE CONTROL WIRE :m m Ill mm II , , ,ill,, ,ill, .. ill. , .ill .. ,ill, , ,L= TRENCHING DETAIL IRRIGATION PULLBOX -....._ __ 2• DEEP CLEAN, APPROVED BACKFlLL MATERIAL REFER TO CIVIL PLANS FOR SLEEVING LOCATIONS AND SIZES SCALE: NTS FlNISH GRADE AT 1" BELOW TOP OF BOX IN TURF AREAS; 2" BELOW OF BOX IN SHRUB/GROUNDCOVER AREAS. CARSON INDUSTRIES #910-128 ROUND GREEN BOX MINIMUM 24" LONG PIGTAILS OF VALVE AND COMMON WIRE WITH NO SPLICES 1 CUBIC FOOT OF PEA GRAVEL RED BRICK, { 4 REQUIRED) WIRE RUNS UNDER MAINLINE PIPE MAINLINE PIPING AND FITTING NOTE: HEAT BRAND "PB" ON COVER IN 2" TALL LETTERS, TYPICAL SCALE: NTS 2-22-08 AS-BUILT DAlE DESCRIPllON OF REVISIONS ~ 0 "' BOULDER FINISH GRADE TOP SIX INCHES (6") OF SOIL UNDER BOULDER SHALL BE COMPACTED TO 90% SEE LAYOUT PLANS FOR BOULDER BOULDER LOCATIONS BOULDER SCHEDULE TYPE A = 2.0' AVERAGE WIDTH TYPE B = 4.0' AVERAGE WIDTH TYPE C = 6.0' AVERAGE WIDTH 1 BOULDER DETAIL SCALE: NTS z z 2 ::, <N OCJ ,---------FlNISH GRADE 6" IN. (NTS) CURB OR PAVING EDGE ~-.<------1 I r ~ . <1 PRESSURE MAINLINE VALVE CONTROL WIRE -....._ __ 2" DEEP CLEAN, APPROVIED BACKFILL MATERIAL REFER TO CIVIL PLANS FOR SLEEVING LOCATIONS ANO SIZES 2 COBBLE PAVING SCALE: NTS C-3794 REVIEWED: MICHAEL J. SINACDRI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: HK HK CHECKED: DA TE: HK 5 23 07 LANDSCAPE CONSTRUCTION DETAILS SUPERIOR AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5911-S SHEET 15 OF 16 PLANT. ROOT BALL -TOP SHALL BE Fl..USH TO FINAL GRADE 5 :::J "' rn ti 0 "' 2X ROOTBALL DIAMETER SHRUB DETAIL BACKFILL -AMEND ONLY PER SOILS REPORT. MULCH LAYER PER PLAN (1" THICK MAX OVER ROOTBALL). FINISH GRADE. ---PLANT PACKS PER NOTE BELOW. _..--UNDISTURBED NATIVE SOIL NOTES: 1. SCARIFY SIDES OF PLANT PIT PRIOR TO smlNG PLANIT. 2. PROVIDE & INSTALL ONE (1) TRI-C PACKET WITH EACH SHRUB PER MANUFACTURER'S SPECIFICATIONS Evolution DX2 Stainless Steel destal Cabinet Installation MounlinQ P.d-- 28"x 28"-x El:" miniTu.1 m size concrete pad with- b e11 ele d edges Pedestal Mounting f 7cc" T CL 6,5' · '-' YP- ✓ ® rQ 13.5" I @ SJ Hi" 33.5" _.,-Boll Hole&-stainless steel hard.,..,, 81:anda rd with enclosure Item Destnpt1on 3.5" A,B 2" cDnduit • ,i:t~tio n ¥liring C ·1 "conduit~ rnrnmunica'lion CL D 1¥:;. power cor1duit E 1" ~-~-~-~-~-~.-~-SE!')SOf ™ring F faternal anteMa G Grou•din~ md DIM, PEO'lOB Bolt and Conduit Template 6 IRRIGATION CONTROLLER RECORD DRAWINGS TIHESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTIHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. SCALE: NTS SCALE: NTS 3 4 - ---------TIE FRONDS PRIOR TO PLANTING WITH ORGANIC TWINE PALM TREE DETAIL PALM TREE, REFER TO PLAN PALM TRUNK TO BE PLUMB VERTICALLY ROOT BALL 2• LAYER OF MULCH 3• DIAMETER PERFORATED PIPE FOR PIT DRAINAGE. WRAP WITH FABRIC SLEEVE. INSTALL WITH PVC CAPS BACKFILL OF 100% WASHED PLASTER SAND WATER BASIN FINISH GRADE GRAVEL SUMP UNDER TREES. WIDTH AND DEPTH OF PLANIT PIT AND SUMP TO BE DETERMINED AND/OR VERIFIED BY AGRONOMIST REPORT RECOMMENDATIONS. lllE'"'IVIEGASTAKE" ~--.... /····-·····~-::·····~~-~.?. 00 : _ -~--UVf~SISTAl'HVINYLSTRAP. -..-,....... FOLD AND SECURE AS stiOWN SIBAF-BAR. HEIGHT ~1/ ~ 114'' BOl.TS!NUTS HEIGHT AS REQUIRED .,...._.,,_/ -.......__,. ____ _ TREE TRUNK DETAIL "A-A" ,,,........--APPRO\lf.:D STRFCT TR££ / 2<' BOX MIN. ,n~uo / THIN CANOPY TO REDUCE WIND 7 RESISTANCE, AS NEEDED REMOVE NURSERY STAKE IF ANY, ORIENT TIJE TREE Wffi-l SECTION OF TRUNK SHADED BY NURSERY STAKF TO TI·IF NORTI·L 1. Center tree between too sidewalk .and curb 2. Space trees 35' min. to 50' max. 3. Plant 50' min. frorn BCR on the approach to an intatSe<'.tkm and 15' fmm the ECR oo the exit side. 4. Plant ·to' min. from edga of drive approach. 6. Pro>vide 1~ clearance. from utility and sewer lines. 6. Plant 20· mLn. from street Hotlt and power rx>le$. 7. Whoro th~ro I~ no side wnlK plant tree ir1 tho center of parkw.a-.,•, 8. Plant tme 3' from ctub. NOTE: For iist ot des3gnated trees for spesific streets please calf Urb-an Forester (949)644-3083 CITY OF NEWPORT BF.,ACH ru.1u,u.: WOJ{KS O►.:PAK'l'M,1!:NT 24 INCH BOX 1REE PLANTING DETAIL APPROVED: DRA '"-'ING NO. STD-118-L-A ··••<• '<•--------------~-------------~ TREE DETAIL _L'.0, 2-22-08 AS-BUILT NO. DATE DESCRIPllON OF REVISIONS SCALE: NTS SCALE: NTS N ~-LATERAL LINE TO VALVES ,,---SCH 40 PVC MALE ADAPTER ~-CARSON INDUSTRIES ll1419A-12B, GREEN SQUARE BOX WITH LOCKABLE LID WATERPROOF WIRE CONNECTORS t~~tWE 12· LONG EXPANSION UNION i.-cJc-n--REMOTE CONTROL VALVE --\\;;l,..!J--PVC SCHEDULE 80 NIPPLES TYP. PVC SCHEDULE 80 NIPPLE RISER 6" MINIMUM LAYER OF PEA GRAVEL -----RED BRICK TYPICAL, 4 REQUIRED ➔---PRESSURE MAINLINE SXSXT FITTING ~~=::;;:~--COMMON AND CONTROL WIRES NOTE: HEAT BRANO CONTROLLER & VALVE NUMBER ON COVER IN 2" TALL LmERS, TYPICAL 1 REMOTE CONTROL VALVE SCALE: NTS 6" ,,.,---POP-UP SPRAY HEAD, FLUSH IN TURF 1 • ABOVE FINISH GRADE IN GROUNOCOVER '---PVC LATERAL LINE AND FITTING 2 POP-UP SPRAY HEAD REVIEWED: MICHAEL J. SINACORI, RCE 46214 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: HK HK CHECKED: DA TE: HK 5 23 07 LANDSCAPE CONSTRUCTION DETAILS SUPERIOR AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5911-S SHEET 16 OF 16