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R_5909_S
~ ~ I i'.J .:_"'-1----..fl--Afl~AM'.:_S _!:A!:IL:.......,--f- ~ fi! OJ z ORANGE CCAST COLLEGE ~ I I i CITY OF COSTA MESA i ; "' ~ ~ I L,_ >-1-u vlCTORIA ST. ~ 19TH ST. 0-INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE MANHOLE FIRE HYDRANT METER BOX ---®-VALVF. POWER POLE ANCHOR Q MONUMENT -x-x-x-FENCE ==== BLOCKWALL TREE SHRUBBERY .,,,,_ ""'""' .,,,,__ ASPHALT PAVEMENT BAKER !:J:!:l: '. ::':; RAISED MEDIAN STAMPED CONCRETE I.. . . I : ·_::_-. _ _-_.·,-:; C:ONCRETE L~ llUILDING - - - -EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ---<i.---CENTERLINE --· -s ----SEWER LINE ------W-WATER LINE ---G-- -GAS LINE --E--POWER LINE -TEL -TELEPHONE LINE -TV --CABLEVISION LINE -SP --SPRINKLER SYSTEM STREET LIGHT CORE . #' ~~~ .{$ <;1<>-+---.. ~c., 3 co UNI VERS TY 4-147 4-148 4-149 4-159 4-160 4-161 1 e ~ CITY OF IRVINE U.C.I. CORES PUBLIC WORKS DEPARTMENT JAMBOREE ROAD REHABILITATION PROJECT From San Joaquin Hills Rd To Ford Rd. LOG C-3826 STPL-5151 (019) APPROVED: RCE 36106 DATE APPROVED:--""/u .......... ; M .... c,-~=·=EN___.f?i,._,1N"""E ~-~-5,-,<?P-=r-E-24_9_6_7 ______ o~11-'-~-+o/4_o6=---- PROJECT LOCATION 8 J/4"-9 J/4" AC/8 1/4" AB 11 J/4"AC/ -AB 17 1/2"AC/ -AB B"AB/13" AB 10 1/4" AC/4 1/4+ • AB 8" AC/8" AB LOCATION MAP NOT TO SCALE INDEX OF SHEETS SHEET NO. 1 2 3 DESCRIPTION TITLE SHEET CROSS SECTIONS AND DETAILS SHEET STREET PLAN & PROFILE STA. 67+63.02 TO STA. 77+00.00 4 STREET PLAN & PROFILE STA. 77+00.00 TO STA. 86+00.00 4 STREET PLAN & PROFILE STA. 86+00.00 TO STA. 93+96.16 6-7 STRIPING PLANS 8-11 LANDSCAPE AND IRRIGATION PLANS APP OVAL RECOMMENDED GENERAL NOTES ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTIRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STAllED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THE CONTRACT 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 OF CONSTRUCTION, 3 ALL EXPOSED CONCRETIE SURFACES SHALL CONFORM IN GRADE, COLOR DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. CONSTRUCTION NOTES G) REMOVE EXISTING PAVEMENT FOR PROPOSED STRUCnJRAL SECTION/1MPROVEMENTS. ® COLO MILL EXISTING AC 2-INCH 1HICK, UNLESS INDICA1EO 01HERWISE, PER DETAIL "A". REMOVE ALL EXPOSED AND INTERFERING PAVEMENT FABRIC ENCOUNTERED. 0 REMOVE EXISTING C\IRB & GUTTER AND CONSTRUCT TYPE A PCC CURB (8" CF) AND GUTTER PER CITY SID. 162-L 0 ® © 0 © ® CONSTRUCT MINIMUM 1-INCH THICK AC LEVELING COURSE, UNLESS INDICATED Oll-lERWISE. TOP OF LEVELING COURSE SHALL BE 2" BELOW FINISHIJ) SURFACE. ' CONSTRUCT MINIMUM 2-INCH ll-llCK ARHM OVERLAY. REMOVE EXISTING MEDIAN CURB AND CONSTRUCT TYPE B PCC CURB {8" CF) PER CITY STD, PLAN 182-L REMOVE EXISTING MEDIAN CURB & GUTTER & CONSTRUCT TYPE A PCC CURB & GUTTER (B" C.F,) PER CITY STD. PLAN 182-L CONSTRUCT 2' WIDE FULL DEPTH AC, SEE 9ETAIL SHEET 2 . REMOVE EXISTING STAMPED CONCRETE STRIP IN MEDIAN, RECOMPACT EXISTING NATIVE TO 95% RELATIVE COMPACTION AND CONSTRUCT 4" THICK STAMPED CONCRETE PER DETAIL SHEET 2. COLOR SHALL BE TERRA COTTA. GROOVES SHALL BE 3/4" DEEP MAX. PATTERN TO MATCH EXISTING, ADJUST WATER VALVE BOX & COVER/MH TO GRADE PER CITY STD. 511-L ADJUST STORM DRAIN/SEWER MANHOLE FRAME & COVER TO GRADE PER APPLICABLE aTY STD. PLANS. ADJUST EDISON, TELEPHONE, MH/VAULT, PULL BOX & GAS VALVE TO GRADE (BY 01HERS). REPLACE EXISTING TRAFFlC LOOPS IN KIND PER CAL TRANS STD. PLAN ES-5A, ES-5B, TYPE E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER CAP PA\1NG, BUT PRIOR TO RNISHED STRIPING, AND APPROVED BY THE ENGINEER. CONSTRUCT VARIABLE ll-llCKNESS ARHM OVERLAY SEE DETAIL 14 SHEET 2. RAISE 1HE GRATE BASIN TO MATCH 1HE PROPOSED FS & RECONSTRUCT LOCAL DEPRESSION PER aTY STD PLAN 304-L & 321-L INSTALL NEW ALHAMBRA FOUNDRY . IRAFFlC RATED BICYCLE PROOF GALVANIZED GRATE & FRAME, CONSTRUCT COMMERCIAL DRl'IEWAY APPROACH, TYPE 1 PER CITY STO. PLAN 160-L. CONSTRUCT PCC SIDEWALK PER CITY STD. 180-L CRACK SEAL PER DETAIL SHEET 2. CLEAR, GRUB, PRUNE AND REMOVE TREE ROOTS, ADHERE TO CITY SPECS. REGARDING ROOT PRUNING & ROOT REMOVAL INSTALL ROOT BARRIERS AT ALL SITES \\HERE TREES HAVE BEEN ROOT PRUNED AND ARE 10 FT OR LESS FROM ADJACENT SIDEWALK AND/OR HARDSCAPE, CONSTRUCT ALLEY APPROACH PER CITY STD. 142-L, MODIRED PER PLAN CONSTRUCT GRATING CATCH PER APWA STD PLAN 305-2. CONSTRUCT 4" THICK CONCRETE APRON, CONSTRUCT 18" DIA. RCP, 1500D. CONSTRUCT CONNECTION ASSEMBLY PER CITY STD. PLAN 312-L REMO'IE EXISTING CURB RAMP, CURB & GUTTER AND RECONSTRUCT PER CITY STD. PLAN 181-L {TYP). CONSTRUCT 8" THICK AC PAVEMENT OVER EXISTING BASE OR AC BASE. CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN 140-2. (L=90') CONSTRUCT C\IRB TRANSITION FROM TYPE E TO TYPE A C\IRB & GUTTER, (L=5') REMOVE TREE, INSTALL 1" IRRIGATION CONTROL CONDUITS INSIDE RECLAIMED WATER PUMP STATION FROM CIRCUIT BREAKER TO NEW IRRIGATION CONTROLLER. INSTALL 4", SCH 40 PVC SLEE'IE {1B" MIN. CO'IER) TO ACCOMMODATE IRRIGATION CONTROL CONDUITS. DISPOSITION NOTES IT] PROTECT IN PLACE. [lj REGRADE EXISTING SOIL INSIDE NEW STAMPED CONCRETE MEDIAN, INSTALL NEW IRRIGATION SYSTEM AND H'rTlROSEED WITH WATER SAVER FESCUE nJRF PER LANDSCAPE ANO IRRIGATION PLANS AND SPECIFICATIONS. APPROVAL RECOMMENDED CITY OF NEWPORT BEACH C-3826 EMERGENCY TELEPHONE NUMBERS }/, ,/ a~~ MANAGER RCE 22045 TITLE SHEET JAMBOREE ROAD REHABILITATION PROJECT CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISllRICTS ADELPHIA UNDERGROUND SERVICE ALERT DAY 1(800) 624-8153 1(800) 611-1911 611 (949) 644-3011 (714) 962-2411 (714) 854-1962 • 1(800) 422-4133 NIGHT 1(800) 624-8153 1(800) 611-1911 611 (949) 644-3717 1(800) 422-4133 DATE () f., rJf REVISIONS BENCHMARK: ocs BM. JN-62-89 --~--~--------------~----1 1--N=O·c.+-O=A=TE~+---------------1-'M'~PR=O=VA=L., AT 71/E NOR71/EAS1ERt.Y CORNER OF A 22 FT. BY 4 FT. CATCH BASfN, AT 71/E SOU71/EASTERLY PORnON OF 71/E INJERSECnON OF JAMBOREE ROAD AND 1---+-----r---------------t------1 CAMELBACK AVE. IN 11-/E CITY OF NEIW'ORT BEACH, 58.5 FT. E.'AST OF CENJERUNE l----t----+---------------1-----i OF JAMBOREE ROAD, 150 FT. SOU11-f OF 11-/E EAST CENTERUNE OF JAMBOREE ROAD l---+----+---------------+-----1 150 FT. soum OF 71/E CENJERUNE OF CAMruJACK AVE .. , 39' SOU11-f OF S711EET 1----t----+---------------1-----, UGHT NO. 3702, 4' BEH/11D 11-/E CURB FACE £Lf:v=144.J88 FfE.'T NAVD 88 / 1995 OCS ADJ DATE..5/ 2¥/ (?,6 DATE SOIL ENGINEER LaBelle Marvin 2700 S. Grand Ave. Santo Ana, CA. 92705 (714) 546-3468 CHECKED S.D. DESIGNED S.D. DRAWN HN PREPARED BY: • CM EnoJneorlng : ~~iaiiao-nent DATE 02/24/06 R-5909-S 12577 Lnl• St. Suite 101 , Oorden Grow. CA fl2UCl-41!'3 Dewan, lJmcfln &: Associates {714) 740-884C Fox 740-8842 SHEET 1 OF 11 ,·1' . ',"'."f,' __ .;: .. ~ - I I I I I I .. R/W R/W OJ f:XISTING CURB AN WIDTH Pf:R PLAN VARIES WIDTH Pf:R PLAN WIDTH Pf:R PLAN 1-------1 2 4 5 181)-----1-----1 2 4 5 18•1------- 2' 8' VARlf:S 2 1 2' 1' 1' - -=:::-c:ri " . c.c. Li L -VARIE:S GUTTER \ L j / tc'\ 2• ARHM . \V 0\/f:RLAY ...._ ~ SEE DETAIL "A" THIS SHEET 4 TYPICAL SECTION JAMBOREE RD FROM SAN JOAQUIN HILLS RD TO STA. 80+00 N.T.S. * VARIABLf: THICKNC:SS AC Lf:\lf:LING COURSC: / VARIC:S R/W R/W OJ f:XISTING CURB AN 132' 10' 56' -----< 2 4 5 1811-----~ --==-c:n " .c.c. Li L GUTTER\ J / tc'\ 2• ARHM L \VOVERLAY ....__,., \ SEE DETAIL "A" THIS SHEET VARlf:S 2' 8' -8 8' 2' 1 , - \ '>-. - 8 SEE DETAIL "8" THIS SHEET TYPICAL SECTION JAMBOREE RD FROM 80+00 TO STA. 86+50 N.T.S. VARIES J 4 56' - 2" ARHM tc'\ OVERLAY \V 10' / rP-==- j I ~EXISTTN P. C.C. OJ ,-CURB AND GUTTER \ L_j / I ...._ ~ SEE DETAIL "A" • THIS SHEET R/W R/W WIDTH PER PLAN VARIES WIDTH PER PLAN WIDTH PER PLAN VARIES OJ (;)(/STING CURB AN 1-------118 2 4 5 1------1 ,__ _ __, 18 2 4 5 l-----< 2' 2' 8' 8' 1' 1' TYPICAL SECTION JAMBOREE RD 2' 3/8" LIP Sf:£ DETAIL ':4" SEE DETAIL •e• THIS SHEET FROM STA. 86+50 TO STA. 91+00 N.T.S. -j ,-ik1sr1N P.C.C. OJ ,-JURB D GUTTER L_j 2"ARHM ...._-'( O\lf:RLAY@ \_ SEE DETAIL "A" THIS SHEET R/W R/W OJ EXISTING CURB AN WIDTH PER PLAN VARIES WIDTH PER PLAN WIDTH PER PLAN VARIES 1-------12 4 5 181------l----+--------/2 4 5 181--------J -==-c:n " .c.c. Li L -VARIES GUTTER \ L j 1/,;'\ 2• ARHM /0 OVC:RLAY 4 ...._ \ SEE DETAIL "A" THIS SHEET / 2' 2' I TYPICAL SECTION JAMBOREE RD FROM STA. 91+00 TO FORD RD N.T.S. VARIES - 2" ARHM tc'\ OVC:RI.AY \V / rr--==- j I \EXISTIN P.C.C. OJ ,-CURB AND GUTTER \ L_j / I ...._ ~ SEE DETAIL "A" THIS SHEET 3/8" LIP 1-__ t----1\ I I OJ EXISTTNG P.C.C. -! 1 CURB AND GUTTER I c..- 1 I L-.J AGGREGATE BASE • CONSTRUCT 8" CURB BOTH SIDC:S. SAWCUT AND REMO\lf: EXISTING IMPROVC:MENTS SECTION A-A 5' tc'\ 2" ARHM \.:.I OVERLAY 2" COLD Mill _ VARIES -- 2" COW MILL 1 " MIN. Lf:\lf:LING COURSE 2 5/8" COLD MILL DETAIL "A" WEDGE COLD MILL NOTES: 1 4" WlDE MIN. CRACK SEALING DETAIL N.T.S. 1. ROUTE CRACKS Tl-lAT ARE 1/4" WIDE OR GREATER TO 3/4" MIN. DEPTH. 2. AIR BLOW DEBRIS AND MOISTURE FROM CRACK . 3. FILL WllH HOT CRACK SEAL COMPOUND PER SPECIFICATIONS. 4. FOR CRACKS 1/2" WIDE AND GREATER, FILL WITH TYPE F AC PER SPECIFICATION. -A B ~ I SAWCUT LINC: B FROM SAN JOAQUIN HILLS TO STA. 71+15.23 AND FROM STA. 89+36.16 TO FORD RD. N.T.S. \ r CURB FACE ' D.L J EXISTING A PAVEMENT N.T.S. 20' ® EXISTING AC PAVEMENT _ VARIES 3 2" @ HEADER CUT ADJACENT JO EXISTING PAVEMENT N.T.S . CONSTRUCTION NOTES CD REMOVE EXISTING PAVEMENT FOR PROPOSED STRUCTIJRAL SECTION/IMPROVEMENTS. ® COLD MILL EXISTING AC 2-INCH THICK, UNLESS INDICATED OTHER\\1SE, PER DETAIL "A". REMOVE All EXPOSED ANO INTERFERING PAVEMENT FABRIC ENCOUNTERED. 0 0 ® ® 0 ® ® REMOVE EXISTING CURB & GUTTER AND CONSTRUCT TYPE A PCC CURB (8" CF) ANO GUTTER PER CITY sm. 182-L. CONSTRUCT MINIMUM 1-INCH THICK AC LEVEUNG COURSE, UNLESS INDICATED OTHER\\1SE. TOP OF LEVELING COURSE SHAll BE 2" BELOW FINISHED SURFACE. CONSTRUCT MINIMUM 2-INCH THICK ARHM OVERLAY. REMOVE EXISTING MEDIAN CURB ANO CONSTRUCT TYPE B PCC CURB (8" CF) PER CITY sm. PLAN 182-L. REMOVE EXISTING MEDIAN CURB & GUTTER & CONSTRUCT TYPE A PCC CURB & GUTTER (8" C.F.) PER CITY SID. PLAN 182-L. CONSTRUCT 2' \\10E FUll DEPTH AC, SEE DETAIL THIS SHEET. REMOVE EXISTING STAMPED CONCRETE STRIP IN MEDIAN, RECOMPACT EXISTING NATIVE TO 95% RELATIVE COMPACTION AND CONSTRUCT 4" THICK STAMPED CONCRETE PER DETAIL THIS SHEET COLOR SHAll BE TERRA COTTA. GROOVES SHAll BE 3/4" DEEP MAX. PATTERN TO MATCH EXISTING. ADJJST WATER VALVE BOX & COVER/MH TO GRADE PER CITY sm. 511-L. ADJJST STORM DRAIN/SEWER MANHOLE FRAME & COVER TO GRADE PER APPLICABLE CITY SID. PLANS. ADJJST EDISON, TELEPHONE, MH/VAULT, PUll BOX & GAS VALVE TO GRADE (BY OTHERS). REPLACE EXISTING TRAFFIC LOOPS IN KIND PER CAL TRANS SID. PLAN ES-5A, ES-5B, TYPE E. INSTAll LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OTHERWISE SHOWN. LOOPS SHAll BE INSTAllED AFTER CAP PAVING, BUT PRIOR TO FINISHED STRIPING, AND APPROVED BY THE ENGINEER. CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY SEE DETAIL 14 SHEET 2. RAISE THE GRATE BASIN TO MATCH THE PROPOSED FS & RECONSTRUCT LOCAL DEPRESSION PER CITY sm PLAN 304-L & 321-L. INSTAll NEW ALHAMBRA FOUNDRY TRAFFC RATED BICYCILE PROOF GALVANIZED GRATE & FRAME. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH, TYPE 1 PER CITY sm. PLAN 160-L. CONSTRUCT PCC SIDEWALK PER CITY sm. 180-L. CRACK SEAL PER DETAIL THIS SHEET. CLEAR, GRUB, PRUNE AND REMOVE TREE ROOTS, ADHERE TO CITY SPECS. REGARDING ROOT PRUNING & ROOT REMOVAL INSTAll ROOT BARRIERS AT All SITES \\liERE TREES HAVE BEEN ROOT PRUNED ANO ARE 10 FT OR LESS FROM ADJACENT SIDEWALK AND/OR HAROSCAPE. CONSTRUCT AllEY APPROACH PER CITY sm. 142-L, MODIFIED PER PLAN CONSTRUCT GRATING CATCH PER APWA sm PLAN 305-2. CONSTRUCT 4" THICK CONCRETE APRON. CONSTRUCT 18" DIA. RCP, 15000. CONSTRUCT CONNECTION ASSEMBLY PER CITY sm. PLAN 312-L 2' 1' EXISTING IRRIGATION PIPES 11 ----AND SPRINKLER HEAD '27 (TYPICAL THROUGHOUT L=-1 L ==i BOTH SIDES OF ISLAND) DETAIL "B" MEDIAN CURB N.T.S. 2' . ~ I- ~ I-I- f-~ f-~ f- I-I-I-I-I-~ ~ ~ ~ ~ SAWCUT LINE_/ ---A ® STAMPED CONCRETE: SECTION 8-8 N.T.S. ST AMPED CONCRETE AT MEDIAN NOSE DETAIL EXISTING PAVEMENT 2" ARHM OVERLAY 2" COLD Mllll r - 1" LEVEUNG COURSE j AGGREGATE BASE ·~ CURB @ NOSC: 8" EXISTING NATl\lf: {TO REMAIN) TOP OF CURB (SEE PROFlLE FOR TC GRADE) £X1571NG MEDIAN CURB TOP OF CURB GRADE DETAIL N.T.S. TOP OF CURB (SEE PROFILE FOR TC GRADE) EXISTING PAVEMENT 24" 2" ARHM OVERLAY EXISTING MEDIAN CURB RECORD DRAWINGS THESE DRAWlNGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE Tl·IIS INFORMATION IS BEUEVED TO BE RELIABLE, CITY OF NEIWORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN IN CORPORA TED INTO THESE PLANS AS A RESULT. ---\----- 1 AGGREGATE BASE DETAIL "C" 2' COLD Mill 1" LEVELING COURSE TOP OF CURB AND GUTTER GRADE DETAIL N.T.S. REMOVE EXISTING CURB RAMP, CURB & GUTTER AND RECONSTRUCT PER CITY SID. PLAN 181-L (TYP). AS BUILT C-3826 CONSTRUCT 8" THICK AC PAVEMENT OVER EXISTING BASE OR AC BASE. CONSTRUCT MEDIAN TAPER PER APWA sm. PLAN 140-2. (L=90') CONSTRUCT CURB TRANSITION FROM TYPE B TO TYPE A CURB & GUTTER. (L=5') REMOVE TREE. INSTAll 1" IRRIGATION CONTROL CONDUITS INSIDE RECLAIMED WATER PUMP STATION FROM CIRCUIT BREAKER TO NEW IRRIGATION CONTROLLER. INSTAll 4", SCH 40 PVC SLEEVE (18" MIN. COVER) TO ACCOMMODATE IRRIGATION CONTROL CONDUITS. DISPOSITION NOTES OJ PROTECT IN PLACE. (l] REGRADE EXISTING SOIL INSIDE NEW STAMPED CONCRETE MEDIAN, INSTAll NEW IRRIGATION SYSTEM AND HY□ROSEEO WITH WATER SAVER FESCUE TURF PER LANDSCAPE AND IRRIGATION PLANS AND SPECIFICATIONS. REVISIONS DATE CITY OF NEWPORT BEACH CROSS SECTIONS AND DETAILS SHEET JAMBOREE ROAD STREET REHABILITATION 02/24/06 REVIEWED 1--',Nis"O.:...+.,.=;OA.:.:;TE"c-+---------------1-'A.,,_P,_,PR"'OV.:.:,Ao:,L--I CHECKED PRINCIPAL civil ENGINEER 11 03 06 AS BUILT S D bATE i==r===I==============i===J.:;;~~¥· =·===-j PREPARED BY: DESIGNED Dill\. •Cl,\\ "'•·-·· R-5909-S 1--+---+---------------1-----1 SD • .,.-,.,. . . .... "" -~· f---+---1----------------+-----I DRAWN • 12Jn l.4wla st. Sutt• 101 Garden Grow, CA 92540-.US-'J H N Dewan, lundtn &: Associates (714) 740-5840 F'c11 7"6-SB42 SHEET 2 OF 11 \ STA. 67+63.02 JAMBORff RD STA. 10+00.00 SAN JOAQUIN HILLS RD. ------ 66 0 ,.o ---- r:;:,Q :---.~ iz, ~ :-.... ~ Jl o ~ I ~ a •\ • \ I 0 I o Io I I I · · 118 116 114 118 116 114 68 (:) 0 (:) I I Q < "' I cc iii ~ "' -- 69 D 10 CONSTRUCTION NO I ES LEGEND 4-162 0 NOT[: CORE LOCATION COLD MILL W/VARIABLE THICKNESS 8" AC OVER EXISTING BASE OR AC BASE SEE NOlES (i) & @ SEE DETAIL "A" SH[[T 2 FOR COLD MILL ADJACENT TO CURB & GUTTER 0) ® REMOVE EXISTING PAVEMENT FOR PROPOSED STRUCT\JRAL SECTION/1MPROVEMENTS. COLD MILL EXISTING AC 2-INCH 1HICK, UNLESS INDICATED OTHERl\lSE, PER DETAIL "A". REMOVE All EXPOSED ANO INTERFERING PAVEMENT FABRIC ENCOUNTERED. REMOVE EXISTING CURB & GUTTER AND CONSJRUCT TIPE A PCC CURB (B" CF) AND GUTTER PER Cl'TY STD. 182-L CONSJRUCT MINIMUM 1-INCH 1HICK AC LEVELING COURSE, UNLESS INDICATED 01HERl\1SE. TOP OF LEVELING COURSE SHALL BE 2" BELOW FINISHED SURFACE. CONSJRUCT MINIMUM 2-INCH 1HICK ARHM OVERLAY. REMOVE EXISTING MEDIAN CLRB AND CONSTRUCT 'TYPE B PCC CURB (B" CF) PER Cl'TY STD. PLAN 1 B2-L REMOVE EXISTING MEDIAN CURB. & GUTTER & CONSJRUCT TYPE A PCC CLRB & GUTTER (8" C.F.) PER Cl'TY STD. PLAN 182-L CONSTRUCT 2' v.1DE FULL DEPTH AC, SEE DETAIL SHEET 2. REMOVE EXISTING STAMPED CONCRETE SlRIP IN MEDIAN, RECOMPACT EXISTING NATIVE TO 95% RELATIVE COMPACTION AND CONSTRUCT 4" THICK STAMPED CONCRETE PER DETAIL SHEET 2, COLOR SHALL BE TERRA COTTA. GROOVES SHALL BE J/4" DEEP MAX. PATTERN TO MATCH EXIS11NG. ADJUST WATER VALVE BOX & COVER/MH TO GRADE PER Cl'TY STD. 511-L ADJUST EDISON, TELEPHONE, MH/VAULT, PULL BOX & GAS VALVE TO GRADE (BY OTHERS). "' -- 70 _& SIDEWAU< 8'x5' PROPOSED VIL Y MEOIAN TOP OF CURB EXIST. 17 .,,j 1 ~ ls 31 a ,-.: "' c.j f2 filR +,,; -o "-- ~ Q f,! ~ ~~ +ot:i -o l;2 '--" - ~ "' 0 - 71 SCALE: HORIZ. VERT. '-- ~ 1"=40' 1"-= 4' f,! gm -,. . "'~ "' - .:: " Q g~ -,. "i ~ ~ ~ ~ - 72 □ _&,..,...,....,..,.,...... REPLACE EXIS11NG lRAfflC LOOPS IN KIND PER CALTRANS STD. PLAN ES-5A. ES-5B, TIPE E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OTHERl\lSE SHOWN. LOOPS SHALL BE INSTALLED AFTER CAP PAVING, BUT PRIOR TO FINISHED STRIPING, AND APPROVED BY THE ENGINEER. 2 4 5 18 CONSTRUCT VARIABLE 1HICKNESS ARHM OVERLAY SEE DETAIL 14 SHEET 2. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH, TIPE 1 PER Cl'TY STD. PLAN 160-L CONSTRUCT PCC SIDEWALK PER Cl'TY STD. 1B0-L CRACK SEAL PER DETAIL SHEET 2. CLEAR, GRUB, PRUNE AND REMOVE TREE ROOTS, ADHERE TO Cl'TY SPECS. REGARDING ROOT PRUNING & ROOT REMOVAL INSTALL ROOT BARRIERS AT ALL sm:s WHERE TREES HAVE BEEN ROOT PRUNED AND ARE 10 FT OR LESS FROM ADJACENT SIDEWALK AND/OR HAROSCAPE. REMOVli EXISTING CURB RAMP, CLRB & GUTTER AND RECONSTRUCT PER Cl'TY STD. PLAN 181-L (i'IP). CONSTRUCT a• TH1CK AC PAVEMENT OVER EXISTING BASE OR AC BASE. CONSTRUCT CURB TRANS1110N FROM 'TYPE B TO 'TYPE A CURB & GUTTER. (L=5') ----- ! 98 I 98 96 94 1il ; -,. ~ - 100 ..;,, < 0 ,= i:::i 1ii 98 g "' "' 96 "' ~ 1il gi] + ~ ~ l;2 98 ., "' "' 0, l;2 96 ~ ~ 9.4 73 C 4--149 6 8 9 0 WM 73 ---------- 74 f,! PROPOSED E'L Y MEDIAN TOP OF CURB gij "' .... Q)~ r.c_ ~ "' ., EXIST. E'LY M TOP OF • r;;7 IRRIGA ii ON l.;.jSPRINKLER t 75 EXIST. VIL Y MEDIAN TOP OF CURB 76 VARIABLE 1HICKNESS COLD MILL (TIP) 2 4 5 18 's--.,,,-Bcv:9::--. 75 ~ l,l -EXIST. LANDSCAPE w IRR. ,6. ~ 1il "' -,. "l ~~ s~ ~ 76 ·es: g,,., l;2 "~ ~~ ..._ :::! 74 ~ " ~ l;2 72 1il "' ~ 76 ~ gi] l;2 I:::::! 74 f;,j ~ l;2 72 ., "' ~ 70 77 ~ > • ..J ..J + 0 0 31: ~ Q C: z ('I'\ C.P. TEST 01RR. VALVE olRR, C.B. !RR C.8. IRRIGA iiON 121 SPRINKLER l.;.j ~ '@ TIJRN POCKET FROM _SAN JUAQUIN HILLS ADDED TO GRIND & PA ~ 7 8 0 • DISPOSITION NOTES I]] PROTECT IN PLACE. 9 "' 2 4 5 18 o. "' C!. 4--159 ~ "'- VARIABLE 1HICKNESS COLD MILL (TIP) '27 REGRADE EXISTING SOIL INSIDE NEW STAMPED CONCRETE MEDIAN, INSTALL NEW IRRIGATION SYSTEM AND L=.J HYDROSEED 1111H WATER SAVER FESCUE 1\JRF PER LANDSCAPE AND IRRIGA110N PLANS AND SPECIFICA110NS. ~ RECORD DRAWINGS THESE DRAY~NGS 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 HA VE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. !~ NO. 345 9/30 CIV\\. OF CAI., t:J ~-"' o. ~ rl1 ~ """ SCALE: 1"=40' AS BUILT CITY OF NEWPORT BEACH STREET PLAN AND PROFILE JAMBOREE ROAD REHABILITATION PROJECT FROM STA. 67+63.02 TO STA. 77+00.00 C-3826 DA TE REVIEWED 02/24/06 r:N~ocr=;o~A~1E~+=;;:;;:;===----------~.!.AP~P~R!!,O~VA~Lc..tCHE~~====4 ,....,.,.,.,,,.=....,.,\"l!T'"..,.,,,,..,,,,,.,--------='/'l!'"'--t-• 11 03 06 AS BUILT CHECKED PRINCIPAL CIVIL ENGINEER DATE r~~~=~~~~~~~t=~:~::~========================1======:=tm~~S~-"'D=·===i PREPARED BY: REVISIONS I-DESIGNED DID.. •™"'""-• 1---1----+---------------t----l S.D. g :ii'.:,~~-• ~--l---+----------------1----j DRAWN 12!77 lmrlt SL SU!tll 101 Coro.I erov., CA 02640-4&43 HN Dewan, Lundin 11 -"''i ,....,... "' , .... ,.., R-5909-S SHEET 3 OF 11 V\ fl ' G,- J ,.. J ~ ~ I: •• > :i:::, ... , e ► t ~ i. ; \~ I\; I I ... .s ' V --- lil 70: ~ 72 77 I") ,_ 1:::1 ~ - 1:::1 en I.LI z - ::J ,__ :r: > - :I: 0 0 + ,..... > ,..... " > ) LEGEND 4-162-0- CORE LOCA 110N [ == :I I COLD MILL W/VARIABLE TI-IICKNESS B" AC OVER EXISTING BASE OR AC BASE SEE NOTES (D & @ NOTE: SEE DETAIL "A" SHEET 2 FOR COLD MILL ADJACENT TO CURB & GUTTER • C ~'§ Cl) z ~ .< -- ----· ---· ·--·-! I ! ----·------_____ ! __ -_I __ --·-· -, ___ --------------- ~ :il lll .. ' ' -------- 1 .-o. "! • ... '°· ~ g 78 __ ,. __ .. ,,- ' . '. ' I -~ ----------------------------- 79 80 -- 1 EXIST. vtL Y MEDIAN TOP OF CURB 1 '-' w I N 00 ,..; .,. + 0 00 S=0.0082 S=0.0112 -- 81 1 octj oo 8--= + '2 -x 00 W '· =- 1 -- S=0.0048 S=0.0090 1 -- SCALE: HORIZ. 1"=40' VERT. 1"= 4' 15 1 ~o a:i u ~<o a,o ti • "' ""I:!+ .,. -1:i +<00 -"' """ V, 0, 0, g i'1 ~ 82 1 octj 0(.) g~ +'2 NX ., w --1 PROPOSED E'L Y MEDIAN TOP OF CURB ---1 - - ~ -<0 ill ~ " <o ill 83 ( H1Y2B)--I-I-z z w w ~ ~ ' < < a. a. ' >-' >-' "' "' ' x XO ow UJ 0 Lt "z z+' ~o ~:a 00.., - PROPOSED VIL Y MEDIAN TOP OF CURB \ \ ' VARIABLE ~JESS~-, COLO MILL (TYP) -,\ q_ ..: <o 84 ~ " .. "' <o 85 76 74 72 76 74 72 86 PROPOSED MEDIAN CURB & GUTTER A PROPOSED MEDIAN CURB STAMPED CONCRETE PROPOSED MEDIAN CURB ,< -(61819) ' -J 2 l 4 I 5118) I ~ J~ (6) 819) ~ - 21 ~ ~,,-.. : ~ - -•. • 0 "' \ 78 "' "' I'--··--' 79 I I ,,7 ~ @) • 7 L ,_J = ~ C C . • 15" z~ ·-' • I Q~ • "'--.J I 25 0, ' vi "'+ .< I .< ~ \_ VARIABLE THICK SS ffi COLO MILL (TYPh ~ ~ ,, -!" - ~ - !,;, ' 1 -< CONSTRUCTION NOTES 0 ® 0 ® ® 0 ® 0 REMOVE £>OSTING PAVEMENT FOR PROPOSED SlRUC1URAL SECTION/IMPROVEMENTS. COLD MILL EX1STING AC 2-INCH THICK, UNLESS INDICATED OTHER\\1SE, PER DETAIL "A". REMOVE ALL EXPOSED AND INTERFERING PAVEMENT FABRIC ENCOUNTERED. CONSTRUCT MINIMUM 1-INCH lHICK AC LEVELING COURSE, UNLESS INDICATED OTHER\\1SE. TOP OF LEVELING COURSE SHALL BE 2" BELOW FlNISHED SURFACE. CONSTRUCT MINIMUM 2-INCH THICK ARHM OVERLAY. REMOVE EXISTING MEDIAN CURB ANO CONSTRUCT TYPE B PCC CURB (B" CF) PER CITY sm. PLAN 182-L REMOVE EXISTING MEDIAN CURB & GUTTER & CONSTRUCT TYPE A PCC CURB & GUTTER (8" C.F.) PER CITY STD. PLAN 182-L CONSTRUCT 2' \\1DE FULL OEPlH AC, SEE DETAIL SHEET 2. REMOVE EXISTING STAMPED CONCRETE STRIP IN MEDIAN, RECOMPACT EXISTING NATIVE-TO 95% RELATIVE COMPACTION AND CONSlRUCT 4" THICK STAMPED CONCRETE PER DETAIL SHEET 2, COLOR SHALL BE TERRA COTTA. GROOVES SHALL BE 3/4" DEEP MAX. PATTERN TO MATCH EXISTING .. ADJUST WATER VALVE BOX & COVER/MH TO GRADE PER CITY SID. 511-L ADJUST STORM DRAIN/SEWER MANHOLE FRAME & COVER TO GRADE PER APPLICABLE CITY STD. PLANS. @ ADJUST EDISON, TELEPHONE, MH/VAULT, PULL BOX TO GRADE (BY OTHERS), @ CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY SEE DETAIL 14 SHEET 2, 1 , 80 15 I I I oWV I -/\ rur 1 ,r.v • • • \ -'--"'""SJ: • ' I ,, I ' r:-. I ~ 61 •• !171 1 l'-.Y 82 J 8.3 \ ,54 ~,f\.'J \ 85 ' 0 ' -,. . \ _.I r 3' SEE APWA SID. 311-2 FOR FRAME ANO GR TING - 3' - 4" THICK CONC. APRON @ 0 \ -, _f3ol 'L VARIABLE THICKNESS r= COLO MILL (TYP) j \\ IRRIGATION CONTROL SEE ' ', LANDSCAPE & IRRIGATION PLANS· &1 DELE"IED§li!-• 'i. , 2 x3' ,.; • i5 Cl) . •. . .. ~~.r_.-. _.~. -~-4 \ , .... -· ' .. -... -- RAISE lHE GRATE BASIN TO MATCH THE PROPOSED FS & RECONSTRUCT LOCAL DEPRESSION PER CITY sm PLAN 304-L & 321-L INSTALL NEW ALHAMBRA FOUNDRY W/TRAFFlC RATED BICYCLE PROOF GALVANIZED GRATE & FRAME. CONSTRUCT PCC SIDEWALK PER CITY SID. 180-L CRACK SEAL PER DETAIL SHEET 2. CLEAR. GRUB, PRUNE AND REMOVE TREE ROOTS, ADHERE TO CITY SPECS. REGARDING ROOT PRUNING & ROOT REMOVAL INSTALL ROOT BARRIERS AT ALL SITES \\HERE lREES HAVE BEEN ROOT PRUNED AND ARE 10 FT OR LESS FROM ADJACENT SIDEWALK AND/OR HARDSCAPE. CONSTRUCT ALLEY APPROACH PER CITY sm. 142-L MODIFlED PER PLAN CONSTRUCT GRATING CATCH PER APWA SID PLAN 305-2. CONSTRUCT 4" 1HICK CONCRETE APRON, CONSTRUCT 18" DIA. RCP, 15000. CONSTRUCT CONNECTION ASSEMBLY PER CITY SID, PLAN 312-L. REMOVE £>OSTING CURB RAMP, CURB & GUTTER AND RECONSTRUCT PER CITY STD. PLAN 181-L (TYP), CONSTRUCT 8" 1HICK AC PAVEMENT OVER EXISTING BASE OR AC BASE, INSTALL 1" IRRIGATION CONTROL CONDUITS INSIDE RECLAIMED WATER PUMP STATION FROM CIRCUIT BREAKER TO NEW IRRIGATION CONTROLLER. INSTALL 4", SCH 40 PVC SLEEVE (18" MIN. COVER) TO ACCOMMODATE IRRIGATION CONTROL CONDUITS. \\ DISPOSITION NOTES OJ PROTECT IN PLACE. m REGRADE EXISTING SOIL INSIDE NEW STAMPED CONCRETE MEDIAN, INSTALL NEW IRRIGATION SYSTEM AND HYDROSEED 111TH WATER SAVER FESCUE TURF PER LANDSCAPE AND IRRIGATION PLANS AND SPECIFlCATIONS. RECORD DRAWINGS THESE DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMlffiD, 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 IN CORPORA TEO INTO THESE PLANS AS A RESULT. ~=---AS BUILT 18" DIA. RCP, 15000 @ (t--CONNEC110N ASSEMBLY@ (( \\_EXIST. DRAIN PIPE \ I = SECTION A-A NTS CITY OF NEWPORT BEACH STREET PLAN AND PROFILE JAMBOREE ROAD REHABILITATION PROJECT FROM STA. 77+00.00 TO STA. 86+00.00 1--,----.------=-R::::E:...:.V.:.:IS:::.IO::::N:...:.S=--------~ DATE 02/24 /06 NO. DA TE APPROVAL REVIEWED µ~+1ll1f.!0:;;3!£:0~6~___.t:.A~S..EB!!!Ul!!,_LTL.._ ___________ -+----1 CHECKED PRINCIPAL civil ENGINEER C-3826 DAIE l--+---1-----------------1----1-'=':=':~S~-=D=·===-I PREPARED BY: f--+---f----------------+---~ DESIGNED F1\ll~lli. ••• ,.,.,_, S.D. ~ :=t--• l-----,l-----+------------------4----1 DRAWN ~ ~'!._ St.c.t.sui:i~~ R-5909-S SHEET H N Dewan. Lundin It Assockrteo (m) 7-....0 Fa ,.._..., 4 OF 11 --- 8 f2 76 ;. ~ ~~ 74 ~ 72 ill "' ..... gf2 76 ~~ 74 f2 72 ~ ::! iil >- i;lJ ;. "' 1!l .... @'l-.1 cf,;,. / f2 / <Ii ~ PROPO MEDIAN TOP i,• if<:,-/ / / PROPOSED W'L Y . MEDIAN TOP OF CURB ~ <o 0, ~ 86 87 LEGEND 4-162 -0 NOTE:: CORE LOCATION COLD MILL W/VARIABLE THICKNESS 8' AC OVER EXISTING BASE OR AC BASE SEE NOTES CD & @ SEE DETAIL "A" SHEET 2 FOR COLD MILL ADJACENT TO CURB & GUTTER ~ 1ll ill cf2 "'~ :il fli f2 ~~ igJ ~ ~ ill 8~ ;. ~ 0, "' ., 0, 0, "' :: "' 0, C f2 . .., ~ . ;. 0, ,r; "' 0, "' ~ ,r; "' ------- ~ ~ ,r; 0, 98 -" < u F 96 z w Cl 94 f2 ~ <ti 0, 98 96 94 98 ;a! u 96 F z w g f2 94 c-.,. .,,_ ~1:i 0,- f2 g.,, ~~ "' 5 - ;,; PROPOSED E'L Y .,; 0, MEDIAN TOP OF CURB c~ "' "' ~~ EXI . E'LY MEDIAN OF CURB 88 C ... 96 §i 94 ~ ~ ~ 89 90 ------------VARIABLETHICKNESS ----- COLD MILL (i't'P) 0 CONSTRUCTION NOTES CD ® REMO\<£ EXISTING PA\<rMENT FOR PROPOSED STRUCTURAL SECTION/IMPROVEMENTS. COLD MILL EXISTING AC 2-INCH THICK, UNLESS INDICATED 01HERl'l1SE, PER DETAIL "A'. REMO\<£ ALL EXPOSED ANO INTERFERING PAVEMENT FABRIC ENCOUNTERED. CONSTRUCT MINIMUM 1-INCH "THICK AC LEVELING COURSE, UNLESS INOICA TEO 01HERWISE. TOP OF LEl<rLING COURSE SHALL BE 2" BELOW FINISHED SURFACE. CONSlRUCT MINIMUM 2-INCH "THICK ARHM OVERLAY. REMO\<£ EXISTING MEDIAN CURB AND CONSlRUCT T'IPE B PCC CURB (B" CF) PER CITY SID. PLAN 182-L REMO\<£ EXISTING MEDIAN CURB & GUTTER &: CONSlRUCT T'IPE A PCC CURB &: GUTTER (8" C.F.) PER CITY SID. PLAN 182-L CONSlRUCT 2' WIDE FULL OEP1H AC, SEE DETAIL SHEET 2. REMO\<£ EXISTING STAMPED CONCRETE SlRIP IN MEDIAN, RECOMPACT EXISTING NATI\<£ TO 95% RELATI\<£ COMPACTION AND CONSTRUCT 4" THICK STAMPED CONCRETE PER DETAIL SHEET 2, COLOR SHALL BE TERRA COTTA. GROOVES SHALL BE ~/4' DEEP MAX. PATTERN TO MATCH EXISTING. AOJUST WATER VAL\<£ BOX & COVER/MH TO GRADE PER CITY SID. 511-L AOJUST STORM DRAIN/SEWER MANHOLE FRAME &: COl<rR TO GRAOE PER APPLICABLE CITY SID. PLANS. ' . ----- ----- :;:: "' C - ~\_EXIST. W'LY MEDIAN ~ TOP OF CURB ~" C?{.'jrs ~ f2 C -C<;,j ;. . "' ::: "' - "' ... 0 -- ----. f2 iil <o ;. -"':!' 0, - d?,~<:, 1 c;;<:J· / / ~ -- .. f2 iil\::: ;. ... "' -"' - f2 ~ / "' -- 116 / ;:i; ~EXI!. E'LY MEDIAN 114 -' c'J F 112 § ~ ig TOP OF CURB ~ 91 SCALE: HORIZ. VERT. 1 "=40' 1 "= 4' 116 114 112 92 /ABLE ll-//CKNESS COLD MILL (TYP) ~ 10 @f" U) 116 114 112 ;a! 116 "' I= z 0 w 9 114 ~ ~f;: ~~ 112 ;. .s "' -o,- 93 • • 2 4 5 IS ~ 4-161 • VARIABLE .., , COLD MILL 'c nTICKNEss YP) 1:3 14 REQ's Q ~ J. "' Iii ;. ol REPLACE EXISTING TRAFFIC LOOPS IN KIND PER CALlRANS SID. PLAN ES-SA, ES-SB, T'IPE E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OlliERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER CAP PA\1NG, BUT PRIOR TO FINISHED STRIPING, AND APPROVED BY "THE ENGINEER. CONSlRUCT VARIABLE "THICKNESS ARHM O\<rRLAY SEE OET,IJL 14 SHEET 2. CONSTRUCT PCC SIDEWALK PER CITY SID. 180-L CRACK SEAL PER DETAIL SHEET 2. CLEAR, GRUB, PRUNE ANO REMOVE lREE ROOTS, ADHERE TO CITY SPECS. REGARDING ROOT PRUNING & ROOT REMOVAL INSTALL ROOT BARRIERS AT ALL SITES 1'11-iERE TREES HAVE BEEN ROOT PRUNED AND ARE 10 FT OR UESS FROM AOJACENT SIDEWALK ANO /OR HAROSCAPE. REMO\<£ EXISTING CURB RAMP, CURB &: GUTTER ANO RECONSlRUCT PER CITY SID. PLAN 181-L (T'IP), CONSTRUCT a• "THICK AC PA \<rMENT O\<rR EXISTING BASE OR AC BASE. CONSlRUCT MEDIAN TAPER PER APWA SID. PLAN 140-2. (L=90') CONSTRUCT CURB TRANSITION FROM T'IPE B TO i't'PE A CURB &: GUTTER. (L=S') REMO\<£ TREE. 120 116 116 114 n 94 ,_ Cl)o LS SEE HEADER DETAIL SHEE 2 T !§~ c') g,l f; ..;::::> 0 ll. ~ • "' s§ C • < 0 a:: C a:: e 94 c') 0 0 0 I I I o I I \ ' ' 95 "-=----------------- I I I I I / I, 93 ------- / :. Q' "'------- STA. 9Jt96.16 JAMBORff RO STA. 10+00.00 FORD ROAD 96 DISPOSITION NOTES [jJ PROlECT IN PLACE. [fil REGRADE EXISTING SOIL INSIDE NEW STAMPED CONCRElE MEDIAN, INSTALL NEW IRRIGATION SYSTEM ANO HYOROSEED W11H WATER SAVER FESCUE TURF PER LANDSCAPE ANO IRRIGATION PLANS AND SPECIFICATIONS. SCALE: 1"-40' AS BUILT C-3826 RECORD DRAWINGS THESE 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 WI-IICH MAY HA VE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. CITY OF NEWPORT BEACH STREET PLAN AND PROFILE JAMBOREE ROAD REHABILITATION PROJECT FROM STA. 88+0·0.oo TO STA. 93+96.16 1-~--~--_..;_R;;;;;E...:..V.:..;IS;.;..IO;;;.cN...:..S;:..._ ____ ~---1 DATE02/24/06 NO. DA TE APPROVAL REv1EWED 11 o3 cs As BUILT CHECKED PRINCIPAL Civil ENGINEER DAIE t~~~jt~~~~~~t=~~~~~~=========================t======j~~gS~.!"'Q'=, ===j PREPARED BY: 1--+---e-----------------4-----1 DESIGNED ftll~a.. '""' "'••-• R-5909-S s.o. ~ :=i-,....,, l---,e----+------------------l------1 DRAWN ~~s~S1J~41143 HN Omron, Lundin &: Assockltes (11+) 740-8940 roa: 740-8842 SHEET 5 OF 11 .. SCALE: 1 "=40' SCALE: 1"=40' (/') STA. 67+63.02 JAIJ80Rff RD STA. lo+00.00 SAN JOAQUIN HILLS RD. ------ :::i: I ~ - I r: I le,... \::;; I IO I 1,.. ~ \ 10 \ 1C 15 ~z ~ ,,t's ----=::::::===:::::=::==i-:=:=3' "s:s ,-----~ 0 I-:c (.!) -ct: ~ -0 Q) < ---- l:::l ---(I) w c---z -..J - P1 ----- ---~ - -,a I, ~ I I I I I I I I I I I I I I I --- --~- -)9 P2 ---- ------ ------ -ao :c ~ < :::E '"" ----<5)---- ---,-- - --<5J- g ,t ..... • ;! (I) t---~ - -®;--- - --~-- --- ~ ~ .. L-J -P1 CONSTRUCTION NOTES ® INSTALL 4" WHITE LANE LINE WITH RAISED MARKER (DETAIL 11 & 13) § INSTALL 4" SOLID WHITE LANE LINE, 50' LONG. (THERMOPLASTIC) @ INSTALL 8" SOLID WHITE CHANNEJ..ZING LINE. (DETAIL 388) (THERMOPLASTIC) (§) INSTALL PAVEMENT LEGENDS AS SHOWN. (THERMOPLASTIC) ® INSTALL 12" SOLID WHITE CROSSWALK LINE (THERMOPLASTIC), UNLESS INDICATED OTHERWISE. INSTALL 1-WAY YELLOW REFLECTIVE MARKERS ADJACENT TO MEDIAN. (DETAIL 25) TYPE K MARKER SHALL BE INSTALLED IN THE CENTER OF ALL MEDIANS AT THE RADIUS POINT AT EACH END OF THE MEDIAN. - P3 P4 P3 Pl -/Ol-7 ... ,.,-·,.-_:j ______ _ t..) w I "' "' ,,; .,. + 0 "' !::l -1--...,_ --... _ -...,_ --"-1. "' "'· u Pl P1 ~ " - - -------- - - - - -~~ --- -s_J --81 V < 82 - -- ---- - -- -- -- --- - - ~; ----·----C::::) ~ ' ... , '-, -- GENERAL NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 2002 EDITION. 2. ALL STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC, UNLESS OTHERWISE INDICATED. -ALL THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY. -ALL EXISTING PAVEMENT MARKERS MUST 8£ REMOVED PRIOR TO SLURRY OR OVERLAY AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. - -ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE 3M SERIES 290 MARKERS. -ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. -ALL STOP BARS TO BE 12• WHITE @ 1/2 ~ .UNLESS OTHERWISE NOTED. 3. STRIPING AND MARKERS SHOULD BE 2 COATS RAPID ORY PAINT W/GLASS BEADS FOR REFLECTION. (SEE SPEC,) 4. SIGNS FINAL LOCATION TO BE DETERMINED IN THE F7ELD BY CITY'S FIELD INSPECTOR. 5. ALL TRAfflC SIGNAL LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING AND APPROVED BY THE ENGINEER. -- - - --,- -- = --P1 ~ ---.... - --...,_ -83 -- - - - If ii' R t ~ 4 B L 1ll s Pl ---- 73 74 -,,,. - 1c -450' ------- ------------------- - 75 - ------------ - - ---- - 76 - ~ "'· - ------ C: z l"1 ---~ l"1 ---I ---------f;. .,, -I --------------------- \ I ' ' :,sJ P1 I I --- --·1 - -- -- - --- --I -<5)--...,_ --r -- --"-1. P3 ·- ------rr --- -85 ---~ -- P1 N "-1. -. -"-1. ---...,_ ;;: "' --;;: ..... 8 V5 w w (/) w z :::; :c ~ :::E RECORD DRAWINGS THESE DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. - - -------r-"' "' "-1. ',_ ... : ''] .... OJ "' \\ ,.., ... fl+ zg "" • ,,_o ,,o ' ,.., \\ "' LEGEND "ONLY" TO BE INSTALLED PER STD. A24E "STOP" TO BE INSTALLED PER A24D. "AHEAD" TO BE INSTALLED PER STD. A24D TYPE I ARROW PER STD. A24A. TYPE IV ARROW PER STD. A24A. TYPE VII ARROW PER STD. A24A. "BIKE" TO BE INSTALLED PER STD. A24E. "LANE" TO BE INSTALLED PER STD. A24£. EXIST. TO BE PROTECTED IN PLACE EXIST. TO BE PROTECTED IN PLACE. ---' NOTE: TYPE I ARROW TO BE 5' FOR BIKE LANE. -- ~ ... - Pl - ~ ------u 8 + (0 CX) j5 (/) AS BUILT C-3826 CITY OF NEWPORT BEACH JAMBOREE ROAD REHABILITATION PROJECT REVISIONS DATE RE\IIEWED I _!N~O-c.+:.JDQ#,A~TE';;:-;-t---;::-=-;------------fA~P~PR!QOVY!_A~L faHECR1°2~1 2=4===/0=69 r 11 03 os AS BUILT CHECKED TRANSP. & DEV. SERVlCES MANAGER ~~=~=~~~:~~=~=::~::~========================~======~~~~S~•=D=. ===-PREPARED BY: DESIGNED DD.. •CNI .,,._ 1---1----1----------------,-----; S.D. :=r,.._m, 1---f---+----------------t----; DRAWN 12377 t...wr. St. Sull• 101 (}ordjln Grow. CA. ll2040-484l HN Dewan, Lundfn & Anocfatea t11•> 1.co-8840 Fmi: 7.w-8842 DATE R-5909-S SHEET 6 OF' 11 \ rrt I .. o ~ .) ..,. ~ 1 i' ;.. ~ -- -------- - .. ·, :''. :·.~.:,f: -- P1 -------------------------- ---- ---- B7 ---- --------------- 540' P6 P6 :? --------------------------~ ----"' -----------,.. ---..... ----------------------------------------1'3 !'1 SCALE: 1"-40' CONSTRUCTION NOTES ®) INSTALL 4• WHITE LAN£ LIN£ WITH RAIS£D MARK£R {DETAIL 11 & 1:J) §3 INSTALL 4• SOLID WHIT£ LAN£ LIN£, so· LONG. (TH£RMOPLASTIC) @ INSTALL 8" SOLID WHITE CHANNELZING LINE. (DETAIL :J88) {THERMOPLASTIC) 8 INSTALL PAVEMENT LEGENDS AS SHOWN. {THERMOPLASTIC) {§) INSTALL 12" SOLID WHITE CROSSWALK LINE {THERMOPLASTIC), UNLESS IND/CA TED OTHERWISE. INSTALL I-WAY YELLOW R£FL£CTIV£ MARK£RS ADJAC£NT TO MEDIAN. (DETAIL 25) TYPE K MARk£R SHALL 8£ INSTALL£D IN TH£ CENTER OF ALL MEDIANS AT THE RADIUS POINT AT EACH END OF THE MEDIAN. --- P1 GIENERAL NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARK£RS, ITC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 2002 EDITION. 2. ALL STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC, UNLESS OTHERWISE INDICATED. -ALL THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY OR OV£RLA Y. -ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY AND REPLAC£0 WITH N£W MARK£RS, UNLESS OTHERWISE SHOWN. -ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED R£FLECT/VE FACES OR BE :JM SERIES 290 MARKERS. -ALL NON-REFLECTIVE PAVEMENT MARKERS SHAU BE CERAMIC. -ALL STOP BARS TO BE 12" WHITE @ 1 /2 A UNLESS OTHERWISE NOTED. :J. STRIPING AND MARKERS SHOULD BE 2 COATS RAPID DRY PAINT W/GLASS BEADS FOR R£FL£CTION. (SEE SPEC.) 4. SIGNS FINAL LOCATION TO BE DETERMINED IN THE FIELD BY CITY'S FIELD INSPECTOR. 5. ALL TRAFFIC SIGNAL LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING AND APPROVED BY THE ENGINEER. --------- ---- ------ IY I' lllll t ~ 4 B L '¾ s P2 "' - LEGIEND I I I.'-. LOW§ PS YELLOW Cl ~ a::: Cl a::: fr o1 94 "ONLY" TO BE INSTAUED PER STD. A24E "STOP" TO BE INSTAUED PER A24D. "AHEAD• TO BE INSTALLED PER STD. A24D TYPE I ARROW PER STD. A24A. TYPE IV ARROW PER STD. A24A. TYPE VII ARROW PER STO. A24A. "BIKE" TO BE INSTALLED PER STD. A24£. "LANE" TO BE INSTALLED PER STD. A24£. EXIST. TO BE PROTECTED IN PLACE EXIST. TO BE PROTECTED IN PLACE. I I I I I \ ~ NOTE: TYPE I ARROW TO BE 5' FOR BIKE LANE. '~-------___ ¾-___ _ / 1 I, !t -- - -.,. -'b 93 - 1,, - ;,, - l!l ------- STA. 93+96. 16 JAMBOREE RD STA. 1o+oo.oo FORD ROAD RECORD DRAWINGS THESE DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWl'ORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. AS BUILT CITY OF NEWPORT BEACH JAMBOREE ROAD REHABILITATION PROJECT REVISIONS DATE l-~N~O·c...j..-:-:D~A~TE~..J--:-:-==------------~A~PP~R!£0V"!!_A~L-fi'~C,ZQ~Zi"/=Z=4="/=Q=S=j 11 o3 os AS BUILT CHECKED TRANSP. & DEV. SERVICES MANAGER REVIEWED C-3826 DATE t~:~j~~~:~:j==:~~:~=========================t=======1~""'~S,".0==. ===-j PREPARED BY: DESIGNED ftl~il,. """ .., • ...,, R-5909-S ,__ _ _,_ __ __, ________________ ..,_ __ __, S.D. ~ :i1,:,i,'1t'i-,..,.., DRAWN ~~5~li.1~~ ,__ _ _,_ __ __, ___________________ __, HN Onon, Lundin" -(71•> ,_ '" ,.,_..., SHEET 7 or 11 »' c:... fl ., c,.. , ~ ::.:. i r. ... > 'J; (-.e :.. -> ..,. ~ tr ~ ► t -----..: ------ -1<- ✓-··, ·--tp, .. -,' ' \ ---...,. / - _,_ ---- A "-, .. ___ ,,,- /::·:: .. /',*,,,.. ------------ --2·112" 0 ----- s: ~ ()' ::r: r z rn. -I ::r: (fl (/) ::r: rn 3/4' I' i 3/4' ) I"'··"-,_ --------- -to+:\ • ------- ('' ···~ •., ' 44.6 . ..Ji --_,jl.. - '! I" 9/4" 1-114' I' I" 314' I' .J ---- B9.6 ~c~- -L u --- - --------- ~ --o_ ------- 1/2" 3/4" 112· 3/4" 3/4" 3/4' 3/4" 1/2" -- -- ----------,--------------------::-.-~~,.--····· ! F'"":/::f <::::~...,..,_., ;,->•, •• ,_._," -,~ -•, '\._, ... ,...-:-:.-::::.-,,,-... ·,,, / ,-, I I -\...~_) ,-, I I \... _ _) POINT OF CONNECTION -RECLAIMED WATER: CONNECT MAINLINE DIRECTLY DOWNSTREAM OF THE EXISTING RECLAIMED WATER METER. THE PRESSURE DERIVED FROM MR. ALEX HARRIS, I.R.W.D. (949) 453-5576. PEAK WATER DEMAND: AVAILABLE PRESSURE: REQUIRED MINIMUM PRESSURE: ADJUST PRESSURE REGULATOR TO: ,x.'..'..(.~. ._,,_ ... _ .. ,,/ 48.7 GPM 94.3 PSI 48.7 PSI 63.3 PSI __ /__ :;_ \., • J "·"--.. / ------. -'\ __ , -/ ,_./ ',,_ -~ ····-~ ----- 72 JAMBOREE ROAD ------------ rt) '· :::.-- ::::----- ::::----- -------------- ::::----- ::::----- --- 0 ,12· 3 - 3/4' 3 4' ,. ...... , .. --- A '-•• r :.) --------------------- 40.6 --- •• ,. / I' • ,. I" 314' -------- 41.Cf B6.B 2-112' ------ B/4" 112' 3 " -------- z rn '-I :I: (fl (fl ::t rn ~ -------- -------2-JJZ---- ---- ---- -- 46.2 - --- - ' ' 7 ------ ..... ,...•--·•'"'' - ---- I' 3/4' I' 3/" 3/4" - - --;;H/2" ----- '! 1/2' ,. 1/2' ' 1/2' 1/2" ------ -- 3 '· --..a. 3/4" r \ ( ------- H/4" ,. I' - -- SHEETS <A- --24/2" ---- 1-(4' SHEETS SHEET KEY NTS ---(D---- 3/4" I ' EET10 It i ~ TCLA-06021 ---- 1/2' --- 1/2" ,, .. .f '5/4' • -, \ '-... \/1,' -- CITY OF NEWPORT BEACH JAMBOREE ROAD NORTH 1"=20' STREET REHABILITATION LANDSCAPE AND IRRIGATION PLANS DAlE 02/24/06 CHECKED HK DAT DESIGNED 0 CffiPORA.Tl:0'1'CE: -"JSU'H/\.V,U,ONlN M LA CM11rr ">""'5811,IVTIW~l\'E,VM.ENC\O,Cl,ll~Cl .... .\ 01'-'5 IPH)M,m,,m, (FX)Ol1,71I!!llll) R-5909-S HK DRAWN II o,..,..,e=LJ'<rr[FFICP l'-IC~ICUlSAV!c~~IHD, RVNE,C>.Lr01lNI~ 112111< (PHJO<f:15:J 111$ f)QIH~!l!IJ 'I01 c cmTRM.v1,1.u:~omcc ol«)Jl,SIIERO,,O rurr~ J1», 0/J<tTii!l'CLll, Cl,LlrtlllH\< IC:l1l ffl!l•llll!a:,,iO Ml-391Hffll 8 SHEET or 11 - \ J r --------- - ------- 4B.1 -------~-------- ---- - , I - -- I' -- -- 2-112• --------- -\ :i: ffi CJ) :i: rn I!\ --• lf2' 4' ,· t e/4" ) I' --- 'l \-\14" • H/4" 1-.. -· J ••,c,,,..,.-'r••' --- - I" 3/4 :E ) I" i::! 3/4" - - -- I' \ I' I' -- --- I' -- 3/4" I • "3 4' Bl.2 - 1/2' .Y~(-;,, .... --r' ~~--__ ... _ I -.. , -.{ ') " -=---1 -I - \ 88 -- - - \ ------------44.6 ----------------:-::, .. -------·· ---- ·"' .. ----:35.5 -i,✓,-•" -------------- ,. ,. -- ---------- , ------ --' __ .-- 2-\!2 -------- - 3/4' I 11 11 LL- II -- - ----- ~ ...... -- 89 - .J - - - \..J - -----------\' "3/4' .: 314' \ - -AO JAMBOREE RO -- \ POINT OF CONNECTION -CONTROLLER: LOCATE CONTROLLER ON EXTERIOR WALL PER CITY INSPECTOR'S DIRECTION. CONTACT HYDROSCAPE FOR CERTIFICATION WITH CITY CENTRAL CONTROL SYSTEM. 120 VAC TO CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. HOOK-UP OF CONTROLLER TO 120 VAC SHALL BE \ )314' PERFORMED BY THE LANDSCAPE CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS. ----------- ~ .... "'.·-., ---- ----- ----- --------- ·t.?14" ' 1/2" ) I • ' 'B 4" - ----- ----------- :::r:f: " ' --- ----- ,J I' ' 0 ..... ,_ fJj if /ff Cl) I.Ji ~ 'ii (.) I' TCLA-06021 - --44) ---- -- 1-114" -114 \ .. -I" I' ~ _,,., •-.. --/ ·-J -- \ I \ ! ,. " ' SHEETS SHEET9 SHEET KEY NTS C - -I :r: -(fl (fl &i I!\ C NORTH 1 "=20' CITY OF NEWPORT BEACH JAMBOREE ROAD STREET REH ABI LIT A Tl ON LANDSCAPE AND IRRIGATION PLANS DATE 02/24/06 CHECKED HK DESIGNED HK DRAWN C CORl'CRATEOFFOCE; JOS!arnA.VnlONl!V .. SU., (Wl•m 2=3/,IVlllOllr.t:,V...U:NO"' C.O..IFl)Rl'IIA lllir.& [f'tt}S411ll2IDII tnClM!711:2112!1) ■ 011mcm CO\ll'ffi IJ'Fla; ,:110,ii:•,uolD~AV[~[ lltll, 1ftV1N(,CIIUFCRHA Cl.1114 (Pll)1l-4112!'.111tl! ("XIM~1IPI Cl CCffT1!.',(. VIILJLY0tT<'.l[: jll>l).-.,;t1fllCA03Ulrrllll. an<rn:iruo CAllHlflNI~ n11l IPtl MMtll ;:,cc ~1~m.:I R-5909-S SHEET 9 OF 11 .,&> -... - .. I I I !\ .. IRRIGATION NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE CODES. 2. T.C.L.A., INC. HAS PREPARED THESE PLANS FROM BASE INFORMATION PROVIDED BY D.L. & A, GARDEN GROVE, CALIFORNIA, (714) 740-8840. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THESE PLANS FOR ACTUAL AND ALL PERTINENT INFORMATION RELATING TO SITE CONSTRUCTION. 3. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. 4. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERTY LINES OR LIMITS INDICATED ON PLAN. CONTRACTOR 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. 5. DD 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 IRRI.GATIDN DESIGN PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT GIVEN, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION, AND TO THE OWNER'S SATISFACTION. 6. REFER TO THE LANDSCAPE IRRIGATION LEGEND FOR PIPE AND WIRE SLEEVING REQUIREMENTS. 7. 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. 8. 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. 9. 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 RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION. 10. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTABLISHED 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 LIABILITY 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. 11. 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. 12. ALL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 13. CONTRACTOR SHALL PROVIDE AND INSTALL CHECK VALVES IF CONDITONS EXIST WHICH REQUIRE THESE ELEMENTS TO AVOID BACK DRAINAGE ALL HEADS AND EMITTERS AT NO COST TO THE OWNER. 14. 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. 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN TURF AREAS SHALL BE INSTALLED SO 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. 16. WHERE SPRAY HEADS AND/OR ROTORS 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 RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BRING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. SLEEVE LEGEND: IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, PROVIDE AND INSTALL PVC SCHEDULE 40 SLEEVES FOR ALL CONTROLLER WIRES UNDER ALL ROADWAYS AND WALKWAYS, SIZED AS FOLLOWS: SLEEVE SIZE MAXIMUM If. WIRES SLEEVE SIZE 1/2" 2 1 1/4" 3/4" 4 1 1/2" 1 .. 6 2" MORE THAN 25 WIRES -VERIFY WITH LANDSCAPE ARCHITECT IRRIGATION SYMBOL LEGEND: OVERHEAD SYSTEMS: MAXIMUM If. WIRES 10 14 25 ©§:= DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) AB 33 -DENOTES MAXIMUM GPM FLOW THROUGH VALVE 1" f----DENOTES VALVE SIZE SEQUENCE NOTE: NO BACKFLOW PREVENTER IS NECESSARY FOR THIS RECLAIMED WATER SYSTEM. CONTRACTOR SHALL CONFORM ALL WORK TO RECLAIMED WATER REQUIREMENTS AND HEALTH DEPARTMENT REQUIREMENTS. IRRIGATION LEGEND: SYMBOL PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN 0;: TORO 570 PRX 6" POP-UP SPRAY HEAD 15-F 15' 3.6 30 FULL R TORO 570 PRX 6" POP-UP SPRAY HEAD 15-H 15' 1.65 30 HALF lil TORO 570 PRX 6" POP-UP SPRAY HEAD 15-Q 15' .85 30 QUARTER 6 TORO 570 PRX 6" POP-UP SPRAY HEAD 12-F 12' 2.19 30 FULL I\ TORO 570 PRX 6" POP-UP SPRAY HEAD 12-H 12' 1.09 30 HALF II,. TORO 570 PRX 6" POP-UP SPRAY HEAD 12-Q 12' .50 30 QUARTER SYMBOL PRODUCT MODEL DESCRIPTION . !Ml EXISTING WATER METER -• 2" & RAIN MASTER EVOLUTION DX2 AUTOMATIC CONTROLLER 'A'. HS724-DX1 BSWMS/HSDX-03/HSDX-RADIO-KIT /HS EV-ANT-FD. WALL MOUNTED CONTROLLER WITH ENCLOSURE. SCOTT kYLE -(949) 212-8013 (§) CARSON 910-128 10" ROUND PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 24" OF WIRE WITHIN BOX. ~ MATCO 754 SERIES FULL PORT BALL VALVE IN PURPLE COLORED BOX-LINE SIZE 0 GRISWOLD 2000 SERIES NORMALLY-CLOSED MASTER VALVE IN PURPLE COLORED BOX -SIZE PER PLAN. IFMI RAINMASTER EVFM FLOW SENSOR IN PURPLE COLORED BOX -1-1/2" • GRISWOLD DW-PRV SERIES ELECTRIC REMOTE CONTROL VALVE WITH PRESSURE REDUCER IN PURPLE COLORED BOX SIZE PER PLAN C) RAINBIRD 33DLRC QUICK COUPLING VALVE WITH PURPLE RUBBER LOCKING CAP, IN PURPLE COLORED 3/4" SIZE . 2" BURIED PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE CLASS 315 FOR PIPE 2" AND LARGER ---- AND SCHEDULE 40 FOR 1-1 /2" AND SMALLER. USE PURPLE PIPE. 1/211 BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40. SIZE PER PLAN, USE PURPLE PIPE. ___ *2~----------PIPE SLEEVE, PVC SCHEDULE 40, FOR IRRIGATION PIPING INSTALLED UNDER PAVING, SIZE NOTED ON PLAN. IF NO SIZE NOTED, USE TWICE THE DIAMETER OF THE INTERIOR PIPE. IRRIGATION CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING WALL PENETRATIONS WHERE NECESSARY, USE PURPLE PIPE. INSTALL PER CITY OF NEWPORT BEACH STANDARDS. 4" ___ * ____ CONTROL WIRE SLEEVE, PVC SCHEDULE 40, INSTALLED UNDER PAVING BY IRRIGATION CONTRACTOR. ------- SEE "SLEEVE LEGEND" FDR SIZE OF SLEEVE. INSTALL PER CITY OF NEWPORT BEACH STANDARDS. LANDSCAPE SCOPE OF WORK: 1. FERTILIZE THE TURF WITH 21-0-0 AT THE MANUFACTURERS RECOMMENDED RATE, TO ENCOURAGE GOOD GROWTH, ASSURING A GOOD CHEMICAL KILL. • 2. FOLLOWING THE FERTILIZATION, WAIT FOR TWO WEEKS, THEN CHEMICALLY KILL THE TURF WITH ROUND-UP HERBICIDE. APPLY PER THE MANUFACTURER'S SPECIFICATIONS. 3. ONCE THE TURF HAS COMPLETELY DIED AS ACCEPTABLE TO THE CITY'S MAINTENANCE DEPARTMENT, MOW ALL TURF TO THE GROUND. CONTRACTOR SHALL REMOVE ALL CLIPPINGS. 4. ADD "FILL SOIL" AS AVAILABLE AT AGUINAGA FERTILIZER COMPANY, INC. TO BRING THE GRADE UP TO WITHIN TWO (2") OF THE TOP OF THE NEW CONCRETE MAINTENANCE STRIPS. FEATHER THE "FILL SOIL" DOWN TO THE EXISTING GRADE AS IT NEARS THE MIDDLE OF THE MEDIAN, ASSURING THAT NO SOIL IS DEPOSITED AROUND THE TREE TRUNKS. 5. INSTALL 10' LONG SECTIONS OF 12" DEEP "CENTURY PRODUCTS" RIBBED ROOT BARRIER PANELS DIRECTLY AGAINST THE NEW CONCRETE MAINTENANCE STRIPS ON BOTH SIDES OF THE TREES. SEE DETAIL 11, SHEET 11. 6. INSTALL ALL PROPOSED IRRIGATION AS PER THESE PLANS. THIS SCOPE OF WORK INCLUDES THE DEMOLITION, REMOVING AND DISPOSING OF THE EXISTING IRRIGATION SYSTEM UP TO BUT NOT INCLUDING THE EXISTING WATER METER. THE EXISTING WATER METER SHALL BE PROTECTED IN PLACE. 7. SPREAD A TWO INCH (2") LAYER OF GPS1 SOIL AMENDMENT AS AVAILABLE AT AGUINAGA FERTILIZER COMPANY, INC. AND TILL INTO THE TOP SIX INCHES (6") OF FINISH GRADE. BOX DETAIL 10 / LCD-1 DETAIL 2 / LCD-1 9 I LCD-1 4 / LCD-1 5 / LCD-1 6 / LCD-1 7 I LCD-1 8 I LCD-1 3 I LCD-1 3 I LCD-1 8. FINAL GRADES WITHIN THE MEDIAN SHALL BE 1" BELOW THE TOP OF THE NEW CONCRETE MAINTENANCE STRIPS. FINISH GRADE SHALL DRAIN TOWARDS THE MIDDLE OF THE MEDIAN SO THAT THE GRADE AROUND THE TREE TRUNKS IS NOT DISTURBED, BUT IS PROTECTED IN PLACE. PRESSURE LOSS CHART 9. UPON ACCEPTANCE OF THE FINALL GRADES BY THE CITY MAINTENANCE DEPARTMENT, HYDROSEED THE ENTIRE PLANTING AREA WITH A "WATER SAVER FESCUE". INSTALL AT THE FOLLOWING RATES: TRIPLE CROWN DWARF -12 LBS PER 1,000 S.F. ENVIRON-MEND BINDER -BO LBS PER ACRE 15-15-15 FERTILIZER -400 LBS PER ACRE WOOD FIBER MULCH -2,000 LBS PER ACRE ALL MATERIALS AVAILABLE AT STOVER SEED COMPANY, LOS ANGELES, (800) 621-0315. 10. ALLOW THE BINDER TO COMPLETELY DRY BEFORE IRRIGATING TO ALLOW IT TO SET. 11. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED TRAFFIC CONTROL PER CITY OF NEWPORT BEACH STANDARDS. TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH STAFF. VALVE: A1 (HIGHEST) GPM: 40.6 2" EXISTING RECLAIMED WATER METER 1-1/2" MASTER VALVE 1-1 /2" FLOW SENSOR 86 LF OF 2-1 /2" MAINLINE FITTINGS (20% MAINLINE LOSS) 1-1 /2" REMOTE CONTROL VALVE LATERAL LINE LOSSES, (FIXED) ELEVATION ( +) UPHILL, (-) DOWNHILL SPRINKLER OPERATING PRESSURE: CD TOTAL SYSTEM LOSSES: SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: @ REQUIRED SYSTEM MINIMUM PRESSURE: Gl RESIDUAL PRESSURE: @ -@ HGL ELEV: POCELEV: PSI AT POC: CD 12. THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF PLANTING AND IRRIGATION FOR A PERIOD OF NINETY (90) DAYS FROM THE DATE OF FINAL ACCEPTANCE OF WORK BY THE CITY INSPECTOR. THE CITY INSPECTOR SHALL SET THE START DATE. THIS SHALL INCLUDE MOWING, EDGING, FERTILIZATION AND IRRIGATION SYSTEM TO THE CITY INSPECTOR'S SATISFACTION. THE CITY INSPECTOR MAY EXTEND THE DATE OF COMPLETION UNTIL MAINTENANCE OF THE AREAS IS TO HIS SATISFACTION. @ ADJUST PRESSURE REDUCER TO: G) + 25%: ®-@ RESIDUAL FROM ADJUSTED PRESSURE: PRESSURE LOSS CHART HGL ELEV: VALVE: A9 (FARTHEST) POCELEV: GPM: 31.2 PSI ATPOC: 2" EXISTING RECLAIMED WATER METER 1-1 /2" MASTER VALVE 1-1 /2" FLOW SENSOR 1370 LF OF 2-1/2" MAINLINE FITTINGS (20% MAINLINE LOSS) 1-1/2" REMOTE CONTROL VALVE LATERAL LINE LOSSES, (FIXED) ELEVATION ( +) UPHILL, (-) DOWNHILL SPRINKLER OPERATING PRESSURE: (i) TOTAL SYSTEM LOSSES: SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: @ REQUIRED SYSTEM MINIMUM PRESSURE: CD G) RESIDUAL PRESSURE: @ -@ @ ADJUST PRESSURE REDUCER TO: CD + 25%: RESIDUAL FROM ADJUSTED PRESSURE: @-@ ---------- ---------- ---------- ---------- ' • ~~-.> <~:~·>1,;:c 315' 97.3' 94.3 2.0 PSI 2.5 PSI 1.0 PSI .43 PSI 1.0 PSI 3.6 PSI 5.0 PSI 5.3 PSI 30.0 PSI 50.9 PSI 94.3 PSI 50.9 PSI 43.4 PSI 63.6 PSI 12.7 PSI 315' 97.3' 94.3 2.0 PSI 3.0 PSI 1.0 PSI 8.5 PSI 1.7 PSI 4.4 PSI 5.0 PSI -5.8 PSI 30.0 PSI 49.8 PSI 94.3 PSI 49.8 PSI 44.5 PSI 62.3 PSI 12.5 PSI ---------- ---------- PRESSURE LOSS CHART VALVE: A5 (LARGEST) GPM: 48.7 ---------- 2" EXISTING RECLAIMED WATER METER 1-1/2" MASTER VALVE 1-1/2" FLOW SENSOR 770 LF OF 2-1/2" MAINLINE FITTINGS (20% MAINLINE LOSS) 1-1 /2" REMOTE CONTROL VALVE LATERAL LINE LOSSES, (FIXED) ELEVATION ( +) UPHILL, (-) DOWNHILL SPRINKLER OPERATING PRESSURE: CD TOTAL SYSTEM LOSSES: SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: @ REQUIRED SYSTEM MINIMUM PRESSURE: G) RESIDUAL PRESSURE: @ -CT) HGL ELEV: POC ELEV: PSI ATPOC: (j) @ ADJUST PRESSURE REDUCER TO: (D + 25%: RESIDUAL FROM ADJUSTED PRESSURE: @-(» 315' 97.3' 94.3 2.0 PSI 3.0 PSI 1.0 PSI 6.0 PSI 1.2 PSI 4.4 PSI 5.0 PSI -12.2 PSI 30.0 PSI 40.4 PSI 94.3 PSI 40.4 PSI 53.9 PSI 50.5 PSI 10.1 PSI \ I I SHEET8 0 \ \ ' SHEET9 SHEET KEY NTS I ' \ )I \ CITY OF NEWPORT BEACH JAMBOREE ROAD NORTH 1"=20' STREET REHABILITATION LANDSCAPE AND IRRIGATION PLANS DATE 02/24/06 CHECKED HK DESIGNED HK C COlll'(lR.\TEOFFICe . .1()3ff'H~,YN1CINN,',.~V, CM•TI1 ZTPJ!!U<>'I>< ~RM!, V,UHC;III.CN."FOF!W" gJ:is, (Pfl)U1 rDZ10ll in<)ell17W:= 11 CIWl()C0011HT1'0fTIC(· l:MORl:'rl<tJ.mA\'[NJl'llo::I.IR\'lllli.CN.Jrcm,1~ ,r;,,,1• il'HltMP%~1~1~ (fXINZ:.01~1 DATE R-5909-S SHEET TCLA-06021 DRAWN CJ Cl'tffl!JJ.~,.uncrra,. '"'° A51iE ROA□ ~UrtE J1~. 9~SFIELD c;AUfCf'tl"' i3,l1J 10 OF 11 PH1M1·"'8·"'"' 1""1•lll6_, ... 9 10 __ l -- ~C=rl- =I I 1 HEAT BRAND LID WITH "PB" IN 2" HIGH LETTERS FINISH 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 IRRIGATION PULL BOX DETAIL SCALE: NTS 6" MAX. .,,,.---POP-UP SPRAY HEAD, FLUSH IN TURF 1" ABOVE FINISH GRADE IN GROUNDCOVER -,.,__ ___________ PVC SCH-40 90 DEGREE TxT ELL B" MINIMUM PVC SCHEDULE BO NIPPLE MARLEX 90 DEGREE STREET ELL '---PVC LATERAL LINE AND FITTING POP-UP SPRAY HEAD DETAIL SCALE: NTS INPUT•• INPUT•· INPUT:!+ INl'UT:I· lNl'UT:Z+ JNPUT:il· INPUT 1 + lVPC/U CO NNEOTCl US WHITE '8~u'£/f =~,,..,.,.~~,;,-;::,=.,-,=~~ HEAT BRAND LID WITH "FS" IN 2" HIGH LETTERS ~~~p,§8i 't CONNECTORS PRO\/IDED ~//!,;;·:_:1.:;:;?,·~~;~: .. ~2l-::,~~--~ ., .. . . . . . . ,., ... . . . .... -· .. . ~-. . . '.:1 •• r:. DIRS::TION OFFU)W EXAMPLE: MO VALVES, REDUCEl!S, ----------,.; OR EUOtflJS ltl TIU3 AREA FOR 3'' FLOW SENSOR.DIMENSION•~ MIN IMUM3□" DIMENSION '8' MINIMUM 15" REFER TO THE TABLE PROVIDED WITH THE FLOW SENSOR FOR CORRECT"K" AND"OFF8E1" FOR YOUR APPLICATION. rJ.N'J FS1 OB 6 7 8 z ;:;c "' RAJNMASTER U::RIOATI0r1 SYST8\o1S • 1826-103 SUR'vEYORA\.ENUE. SIMI\.All.EY. CA.0i063 ~ll-6:27-4<tl8 FLOW METER DETAIL SCALE: NTS HEAT BRAND LID WITH "RCV#(STATION NUMBER)" IN 2" HIGH LETTERS ~-LATERAL LINE TO VALVES ,----SCH 40 PVC MALE ADAPTER ,,---CARSON INDUSTRIES #1419A-12B, GREEN SQUARE BOX WITH LOCKABLE LID WATERPROOF WIRE CONNECTORS PROVIDE 12" LONG EXPANSION CURLS ,,-,-\IT:µ_'--UNION \cH-r-REMOTE CONTROL VALVE \,t,J..J...-PVC SCHEDULE 80 NIPPLES TYP. PVC SCHEDULE 80 NIPPLE RISER i======-L_ 6" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED -tt----PRESSURE MAINLINE SXSXT FITTING ~~:=:;;2---COMMON AND CONTROL WIRES REMOTED CONTROL VALVE DETAIL SCALE: NTS • x "' "' ::, HEAT BRAND LID WITH "QC" IN 2" HIGH LETTERS _,,,---FINISH GRADE .,---CARSON INDUSTRIES #910-12B ROUND BREEN BOX _,---QUICK COUPLING VALVE .,,,.----RED BRICK, (4 REQUIRED) ,,---1 CUBIC FOOT OF PEA GRAVEL 1n.!..!..>rr;-2 .,---BRASS NIPPLE ,,.---BRASS 90 DEGREE STREET ELL .,---BRASS 90 DEGREE STREET ELL ,.---6" BRASS NIPPLE ~-MAINLINE PIPING AND FITTING QUICK COUPLING VALVE SCALE: NTS 3 4 5 ,----------FINISH GRADE 6" IN. (NTS) <Xl TRENCHING DETAIL 111 1 I I i' 11 11 PRESSURE MAINLINE --..... __ 2" DEEP CLEAN, APPROVED BACKFILL MATERIAL REFER TO CIVIL PLANS FOR SLEEVING LOCATIONS AND SIZES SCALE: NTS HEAT BRAND LID WITH "BV" IN 2" HIGH LETTERS GREEN ROUND VALVE BOX 2" ABOVE 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. ~--B" MINIMUM LAYER OF PEA GRAVEL II I I r-c___,...., f-r,r7!--~7"'----,,,,;~ RED BRICK TYPICAL, 4 REQUIRED BALL VALVE DETAIL MASTER VALVE DETAIL SCALE: NTS HEAT BRAND LID WITH "MV" IN 2" HIGH LETTERS NOTE: PROVIDE 12" LONG EXPANSION CURLS CARSON INDUSTRIES, GREEN SQUARE BOX WITH LOCKABLE LID PROVIDE EXTENSIONS AS REQ'D ..----WATERPROOF WIRE CONNECTORS TO IRRIGATION SYSTEM VALVES REMOTE CONTROL MASTER VALVE PRESSURE MAINLINE VALVE WIRES TO CONTROLLER, INSTALL MASTER VALVE WIRES PER MANUFACTURER'S RECOMMENDATIONS. 6" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED SCALE: NTS 5' MAX. TREE CANOPY ' 0 I in ' 0 I Lf) I TYPICAL CURB, WALKWAY OR PAVING TREE TRUNK TYPICAL SYMBOL FOR LINEAR ROOT BARRIER MATERIAL. SEE NOTES FOR TYPE ANO MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. TYPICAL PLANTING AREA TYPICAL CURB. WALKWAY OR PAVING 1 ROOT BARRIER DETAIL SCALE: 1/4"=1'-0" . .• .. .... .. ,. • . • '··r ---'---'--, ... . . . ·, ... •, . . . . ' ·. . . . . •. . . .. ,. . ' ... : . . : . . .. . . . . .... . . . . . . . . : . . ' .... ., : - .. . .. -. ... · ---m--,.-. ..... EXTERIOR WALL CONTROLLER PER PLAN LEGEND LOCKING VANDAL-RESISTANT EN- CLOSURE. INSTALL TO WALL PER MANUFACTURER'S SPECIFICATIONS. PVC CONDUIT FOR CONTROL WIRES POWER SWITCH 120 VOLT POWER WIRES IN CONDUIT. INSTALL PER ALL APPLICABLE CODES. CONTROL WIRES INSTALL PVC SWEEP 1 '-6" BELOW FINISH GRADE. WIRES SHALL SHARE MAIN LINE TRENCHING WHEREVER POSSIBLE. FINISH GRADE ELECTRICAL SOURCE PER ALL APPLICABLE ELECTRICAL CODES NOTE: 1. VERIFY FINAL LOCATION WITH CITY PRIOR TO INSTALLATION 2. INSTALL AN 8' GROUND ROD PER MANUFACTURER'S RECOMMENDATIONS. 2 IRRIGATION CONTROLLER DETAIL SCALE: NTS DSC 082£,«," --~,,1. '.-?.~ __, 'Ill " ' ~ e-J1-os ,~Y.P?".~'r- OF Cl<LI~ TCLA-06021 CITY OF NEWPORT BEACH JAMBOREE ROAD STREET REHABILITATION LANDSCAPE AND IRRIGATION PLANS DATE 02/24/06 CHECKED HK DESIGNED HK DRAWN D C<l'<Kll<AlF[lfFC~c .a1Sff1U •. \'ARCJNIH"-SLA, """'"' 21!1M'W"THOIIM' V>.tFt,Cll\,CJ.llP'ClRNA ~!:ffl (P>t) '1111 rn, ,n11 (F)<)1>11 m;,n,o_, 8 0"""'(0JLmYcrn::r 1'.l<ORf'YnfH~Hlll"NUH1"1, R'l'NE, GAI.Jm""" =·• !J"l1JO<Y-70IH.,, ('~J"'fj-,.,.,11l11 DATE R-5909-S SHEET 11 OF 11 -r. ..