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HomeMy WebLinkAboutT_5727_S84 rvirw (") W4,-,-.. :r Cl) 1 s_.,,/ o_.,,/ :s';,o vc-r ~ D ~ /' ~ 'fl ~ 'o CREEK INDEX MAP N.T.S. SYMBOL LEGEND I.:> I 11-1/2" AC AC OVERLAY D -----0------ ----CL ___ _ -GAS- -----w ----- -----RcP----- ----TEL---- -- --SCE---- U.B. 4" AC/8" U.B. CONCRETE RETAINING WALL VALVE Fl RE HYDRANT METER BOX LIGHT POLE CATCH BASIN POWER POLE ANCHOR CONDUIT RIGHT OF WAY LINE EXISTING CONSTRUCTION NEW CONSTRUCTION MANHOLE CENTERLINE GAS LINE WATER LINE STORM DRAIN LINE TELEPHONE LINE SCE LINE SHRUBBERY UNTREATED BASE BENCH MARK 3K-24A-83 HORIZONTAL CONTROL BASED UPON CALIFORNIA COORDINATE SYSTEM ZONE IV. VERTICAL CONTROL BASED UPON 8.M. NO. 31$-24A-83. ELEVATION ~ 16.967, ADJ. 1976. PUBLIC WORKS DEPARTMENT BAYVIEW WAY-ST A 85+ 70 TO ST A 91+50 JAMBOREE ROAD-ST A 176+12 TO 182+07 CITY OF • NEWPORT BEACH C-3034 Zw.~fL, APPROVED: _ __; _________ _ DATE: DIRECTOR OF PUBLIC WORKS RCE 16791 R/W 8' R/W 73' i . 104' 42' 29' 5' 6 1.7% 1.7% R/W 7' VARIES• I 25• .. I -2· I i "'· . .,, . I WALL~ BY OTHERS • VARIES FROM STA. 86+00.00 TO STA. 89+96.45 •• 25' FROM STA. 89+96.45 TO STA. 91 +50.00 TYPICAL SECTION BAYVIEW WAY N.T.S. 146' 73' R/W 6' 55' 10' BASIS OF BEARING TYPICAL SECTION JAMBOREE ROAD N.T.S. THE BEARINGS SHOWN HEREON ARE STATE OF CALIFORNIA "CCS83, ZONE VI, 1991.35 EPOCH'' 'BEARINGS BASED ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S STATIONS "6173" AND "6174" BEING NORTH 49?21 '51" WEST, PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. INDEX OF SHEETS 1 TITLE SHEET, TYPICAL SECTIONS & DETAILS 2 BAYVIEW WAY PLAN & PROFILE 3 JAMBOREE ROAD PLAN & PROFILE 4 INTERSECTION DETAIL 5 TRAFFIC SIGNAL MODIFICATION 6 SIGNING & STRIPING PLAN 7 \JAMBOREE/BAYVIEW WAY STREET LIGHT PLAN 5' MIN VARIES 1 1 BARRICADE 2' CASE I -' ~ ' ' ----- ..__ ' ' ~j ' DAYLIGHT ...___ '' ' EXISTING GROUND ' ' ' .___,, --~ ' '-----5' MIN 11 BARRICADE -' ' '' ' DAYLIGHT --CASE II ..__ ..__ 2' ' EXISTING GROUND SECTION X-X EMERGENCY TELEPHONE NUMBERS N.T.S. AGENCY NUMBER □ PASADENA ■ IRVINE {5 ~ PROJECT ~ :;; if: CD #:4:-ADAMS A LOCATION CITY OF ORANGE "' COSTA a CD 3' :!f MESA "' w ,i; 5 "' "' ~ VICTORIA ST. UPPER w NEWPORT ~ BA 19TH ST. CITY OF NEWPORT BEACH VICINITY MAP CONSTRUCTION NOTES CONSTRUCT AC OVERLAY (1 1 /2" THICK MIN.)) SAWCUT AND REMOVE EXISTING PAVEMENT COLD PLANE (5' X 1 1/2") N.T.S. CONSTRUCT 11-1 /2" AC PAVEMENT OVER COMPACTED SUBGRADE CONSTRUCT 5.5" AC/7.5" U.B. CONSTRUCT TYPE 'A' PCC C&G (8" CF) PER STD-182-L CONSTRUCT TYPE 'B' PCC CURB (8" CF) PER STD-182-L REMOVE EXISTING C&G CONSTRUCT CURB INLET TYPE OS PER STD-306-L W/ LOCAL DEPRESSION PER STD-304-L CONSTRUCT PIPE TO PIPE. JUNCTION STRUCTURE PER APWA STD.331-1 @ CONSTRUCT CURB INLET TYPE OL PER STD-306-L W/ LOCAL DEPRESSION PER DETAIL ON SHEET 2. REMOVE EXIST. 24" RCP BETWEEN CATCH BASIN WALLS. CONSTRUCT STANDARD STREET BARRICADE PER STD-900-L CONSTRUCT 4" PCC SIDEWALK PER STD-180-L ADJUST MANHQLE TO GRADE CONSTRUCT CURB ACCESS RAMP, CASE E, PER STD-181-L-A & B REMOVE EXISTING CATCH BASIN, LANDSCAPE DRAIN INLET & 6" A.C.P. REMOVE EXISTING 18" RCP TO NEW BACK OF CURB. PLUG 18" RCP WITH BRICK & MORTAR. REMOVE EXISTING MEDIAN, INCLUDING TREES AND IRRIGATION SYSTEM CONSTRUCT DECORATIVE PAVING (BOMANITE PAVING OR-APPROVED OPTION) REMOVE EXISTING CATCH BASIN. REMOVE EXISTING DRAIN LINE TO NEW BACK OF CURB. PLUG END OF DRAIN LINE. @ CONSTRUCT STANDARD SURVEYOR'S MONUMENT PER STD-116-L &@ REMOVE E:X\STIN6 TYPE Y INLET @ CONSTRUCT LIGHTING STANDARD (TYPE IV) PER CITY OF NEWPORT BEACH STD. PLAN STD-203-L., MOUNTING HEIGHT 29'-6", 5800 LUMENS/ 150 WATTS LAMP. INSTALL PULLBOXES PER CITY OF NEWPORT BEACH STD-205-L. INSTALL 2" PVC CONDUITS (SCHED. 40) WITH 1-#8 BARE SOLID COPPER GROUND & 2-#8 THWN STRANDED COPPER, PHASES SEPARATELY COLORED CONDUCTORS PER CITY OF NEWPORT BEACH STD. PLAN STD-105-L & STD-106-~. @ INSTALL CONDUCTOR IN EXISTING CONDUIT (CIRCUIT BREAKER SIZED TO LOAD) APPRO'iID ,S' ~ \Ti <;>'<-' DIAL TOLL FFd:E 1-800-422-4133 SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC BELL CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS 634-0251 895-0221 259-4468 644-3011 962-2411 □ PALM SPRINGS /11;Rk,.v, O:hvi..lP l--+--+-----------------1 ~C WORKS DEP~ BAYV'IE.W WAY/JAMBOREE ROAD IMPROVEMENT PLANS AT LEAST TWO DAYS BEFORE YOU DICil UNDERGROUND SER"1CE ALERT OF SOUTHERN CALIFORNIA COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT IRVINE RANCH WATER DISTRICT 542-6222 AFTER 6:00 PM 542-3975 720-4040 1-800-422-4133 453-5595 RCE 22015 ONE JENNER STREET, SUITE 200 IRVINE, CALlfORNIA 92718 714-727-7099 EXP 09-30-97 □ CAMARILLO □ SAN BERNARDINO □ SAN DIEGO 1--+--+--&-,-e-,-D-A_O_DE_N_D_V_M_N_O_. -J.----t---1 DAT[ , ('s/91:, ?!w/1, .:.B. DAT[ BY DESCRIPTION APP'D DrnGIIED S.C. DRAIIN L.A. RE"1SIONS CHECKED J.P.K. DAT[ 05/03/96 TITLE SHEET CITY OF NEWPORT BEACH PUBLIC \1/0RKS DEPARTMENT 10 I ....,i.----------.i....----....1 N:\0606\053\Sl-001 D03-IRV 08/07 /96 12:19.28 R-5,tJ0-6 SHEET 1 OF 7 • ~ C ' ~ , > a " !"" ~ ,i 0 ~ ~ ' \; z I 0 r 0 8 ii B 0 a a n ~ 0 n ~ 0 0 ~ m ' ' z C z ,. " 0 ~ 0 0 " ' , ~ ,. , < n z !" n ~ ~ 0 -n z > I/ " . , I I 0 :2 0 r 0 g § 0 ill 0 0 0 n n 0 ' z C " • m n 0 " ., > ~ n " m 0 n n m n • ' z C < -n ,; z I 0 r 0 n 0 ~ n 0 ~ 2 la z !" n > C m 0 ~ "' " n \; z I 0 r 0 n 0 -n -n 0 ~ 0 z l/) --'- -1 0 -t? -LN z C ~ (D m JJ 0 JJ i z (i) z C < [D m JJ 0 JJ l? <'. z (i) z C < (D m JJ 0 JJ @ < z (i) ' --. ----, ,-- --. - --__ , _, - -., -' ~ ' --'·---_, _, I""),__ -_ 20 =m- ~: OJ . . :+:. - m -----·-- . __ ,_ ·----· -----·--' ----- -.. ·--.. - -----,__ , ___ ' . ____.__ __,_ C(l I " -- ---· . -• -- --O'.l ::0: .<-0 "1 -_,_ -62.35 85+00 u ±)_ ~ D 86+00 i,OCAt=BE'i"RE'S-SIB =$ <>I E -, 1 ,; ----------4-. -a 1-.-1 87+00 -------a:r --------c:?- ----I -------¼[)-~- ~ 1•J lrY = <O ,...-m~ I~ -v-, 88+00 ---0- ',---{D_ I 7' I 14• I . . • ' 8" CF / . • . \ 8" CF 10" CF 11 1 Q" CF 'I' STA 87+32.00 (j;_ EXISTING STA 87+37.25 24" STORM DRAIN Q;; CB LOCAL DEPRESSION DET AL SCALE: 1" = 20' -- + ~ ~ rq I = ;=S! ,· ~- ' ==:=at - ----,..... --rn N I ~ =0 -<--,--DI a,= ____.__.. 10::;:::::}f :CO.---,-; 0.------'-----T -~~: :v. ::e N________,______-rq:____,_________ rtti ___,....., -::J:I.: ____,_ ,____:c-, N~ N 01 N==--=:m ---., R'tltlN:::fJF-=,j >vi -,5.7'7~ 3T-O0 89+00 90+00 91+00 BAYVIEW WAY "~i~rEss,o,q( ASL Consulting Engineers ~'\_-,, ~~TR1c.f ~ .-c:C:-:-_ > / ~ /f1 ;l ~ + ~ .._ 1----7 .&l.'JJ ~O T~ ~ ~p ca::: J C-22015 :g ~ ' .;>o«:l .. • • Jf Exp. 9-30-97 '¥-JOSE't>H PATRICK KAft>' RCE 22015 EXP 09-30-97 ONE JENNER STREET, SUITE 200 IRVINE, CALIFORNIA 92718 714-727-7099 92+00 □ PASADENA ■ IRVINE □ PALM SPRINGS □ CAMARILLO □ SAN BERNARDINO □ SAN DIEGO N 93+00 t0/1(,,/¾ E.8 7/20/% EB OAlI BY --- £ ADDED DR1Y£w'AY.S /r, _BID ADDENDUM l>/0 1.. DESCRIPTION REVISIONS ---'@'--~-: ---------,-----·----- .. . 18 --.- ' ----- !> z <D ~ c<i "94"::'Ree33ESJfllCi ccflCKBACSIN i-#1 ANIEi~ - PROFILE SCALE: HORIZ: 1" =40' VERT: 1''=4' CONSTRUCTION NOTES &@ CONSTRUCT 5.5" AC/7.5" U.B. @ CONSTRUCT TYPE 'A' PCC C&G (8" CF) PER STD-182-L (@I CONSTRUCT CURB INLET TYPE OL PER STD-306-L W/LOCAL DEPRESSION PER DETAIL ON SHEET 2_ REMOVE EXIST. 24" RCP BETWEEN CATCH BASIN WALLS. Qj) CONSTRUCT STANDARD STREET BARRICADE PER STD-900-L @ CONSTRUCT 4" PCC SIDEWALK PER STD-180-L @) CONSTRUCT STANDARD SURVEYOR'S MONUMENT PER STD-116-L /b,@ Kl'MOVE EXISTll'<6 TYPE Y INLET CURVE DATA 0 RADRJS DELTA LENGTH TANGENT APPROVED PUBLIC WORKS DEPARTMENT © ® © ® ® CD DAT[ _______ _ APP'D DESIGNED S.C. ORAv.N L.A. CHECKED J.P,K. DAlI 04/18/96 1140.90' 1827.06' 1798.06' 1100.17' 1852.06' . 1756.06' 4·59•11'' 22'07'08" 9·52•55" 06" 14'32" 1O'10'20" 15· 19'25" 99.29' 705.33' 310_12· 119.86' 328.81' 469.66' BAYVIEW WAY PLAN AND PROFILE JAMBOREE RD TO STA. 91+50 49.68' 357.11' 155.44' 59.99' 164.84' 236.24' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R.-115100-$ SHEE12 OF 7 - - N:\0606\053\Sl-002 D03-IRV 08/08/96 10:52.10 --- I I. I ~ z ,,- c ~ ~ z C ~ OJ m JJ z ►L----~ 0 JJ ~ < z (j) z C < co m ::0 0 ::0 ~ ~ z (j) z C < OJ m ::0 0 JJ ~ z GJ -·r--"---------------·- -' ---.• - -r - • ----~ 174+00 -'. - ~ -' 175+00 E--xlSWfi -::;e ..... --- srE tJR ~ 176+00 - ~ 177+00 NI 178+00 BAYVIEW WAY 179+00 ONE JENNER STREET, SUITE 200 IRVINE, CALIFORNIA 92718 714-727-7099 • 180+00 1. EXP 09-30-97 181+00 ~ 182+00 GENERAL NOTES CONTRACTOR SHALL ADJUST ALL VALVES TO NEW FINISH GRADE AS NECESSARY. □ PASADENA ■ IRVINE ~ CD @ @ © &® ® 0 ® ® ~ 1§: PROFILE CONSTRUCTION NOTES SCALE: HORIZ: 1" =40' VERT: 1"=4' CONSTRUCT AC OVERLAY (1 1 /2" THICK MIN.) SAWCUT AND REMOVE EXISTING PAVEMENT COLD PLANE (5' X 1 1/2") CONSTRUCT 11-1 /2" AC PAVEMENT OVER COMPACTED SUBGRADE CONSTRUCT 5.5" AC/7.5" U.B. CONSTRUCT TYPE 'A' PCC C&G (8" CF) PER STD.:.. 182-L CONSTRUCT TYPE 'B' PCC CURB (8" CF} PER STD-182-L REMOVE EXISTING C&G CONSTRUCT CURB INLET OS PER STD-306-L W/LOCAL DEPRESSION PER STD-304-L REMOVE INTERFERING PORTIONS OF EXISTING 24"RCPAND CDHNEGTTO REMAINING J>ORTIONS CONSTRUCT 4" PCC SIDEWALK PER STD-180-L CONSTRUCT CURB ACCESS RAMP, CASE E, PER STD-181-L-A & B REMOVE EXISTING CATCH BASIN, LANDSCAPE DRAIN INLET & 6" A.C.P. REMOVE EXISTING 18" RCP TO NEW BACK OF CURB. PLUG 18" RCP WITH BRICK & MORTAR. REMOVE EXISTING MEDIAN, INCLUDING TREES AND IRRIGATION SYSTEM CONSTRUCT DECORATIVE PAVING (BOMANITE PAVING OR APPROVED OPTION) REMOVE EXISTING CATCH BASIN. REMOVE EXISTING DRAIN LINE TO NEW BACK OF CURB. PLUG END OF DRAIN LINE. CONSTRUCT STANDARD SURVEYOR'S MONUMENT PER· STD-116-L ,-------------------------,. APPROVED Q RADUS @ 35.00' @ 35.00' @ 1600' CURVE DATA DELTA 102'04'29" 84'32'11" 46'58'07" LENGTH TANGENT 62.35' 51.64' 43.28' 31.B 1' 1311.61' • 695.-18' □ PALM SPRINGS 1--+--+-------------t---f PUBLIC I\ORKS DEPARl~ENI JAMBOREE· ROAD PLAN AND PROFILE □ CAMARILLO 7/ZO/" EB L!:,:8fD·ADOE'1DUM MO 1 □ SAN BERNARDINO DATE BY DESCRIPTION APP'D □ SAN DIEGO REVISIONS DATE _______ _ DESIGNED S.C. DRAIIN L.A. CHECKED J.P.K. DATE 04/18/96 STA. 176+ 12 TO STA. 182+07 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R.-5100-s SHEET 3 OF 7 N:\0606\053\Sl-003 D03-IRV 08/08/96 09:50.09 LA,.) - I , ' i I z C ~ OJ m ::0 0 ::0 ~ z Gl z C < [D m ::0 ::0 I U1 \ -.J !o 0 I (/) 0 ::0 ~ z Gl z C < OJ m ::0 0 ::0 ~ z Gl I 0 ~ 0 0::: I / I 84+82.61 BAYVIEW VjAY 178+00.68 JAMBO~EE / ROAD I \ rO -\· ]\.OU ' ' I I I I I I --\--7-7:.f/..jj , I I I , J / .,~ -Q / I I , ' , , C\ f rv\ (\I...., + ;' .. - ! I I I I , / I I ,r, '2 •1 Ol-·-\c' -• , I I ,\. ,c, ' i ' ' , / , ' 7 I I I I , ' , , , ' / / / , , , , , , , , , 13,5' , , , / I / I ,,,,,,63,' I t,.l~ I .,. o:i ,,, I ,-,. J,. I i r,\_b·-i' / ---/ '-\~1-/ '2'):.' / ' / / I :C) :' / ,,r:.o / " • ' fv, i ' , ·2', _b'.:/,,i .:'> ' ,_ ,__,_;;-_=,_ ' :' 7 v.u -' , , ! ' ' ' ' ! J I ' J /; /' , ' , , I ; 1· / I, : I , • : I ', 1 _.i I • j ~; I ! i / J ! / i , , ' I I ' -'1:-.')n ':J_ CJ {......,. ' , I I I ; / / f / I ' ' , ' ' I I I I ' I ' I •9 'r,1\-, ..lr; \ ; I , ' I I i • I , I I I l .. .. I. .. . •, . -~ ''-.0 1 · ... .. .. STA 178+ 75.57 ECR \ \ \ \ \ · o ss ~ -+------- .. · . STA 177+16.02 I BCR/ I I _/ 176+90.50 I JOIN EXISTING <;:URB & GUTTER STA 85+71.89 BCR ., . ; .. GRID BASELINE ---------------------(RADIAL) • I 86 BAYVIEW WAY STA 85+92.81 ECR --- ASL C nsulting Engineers -,._ f)/e /06 RCE 22015 ONE JENNER STREET, SUITE 200 IRVINE, CALIFORNIA 92718 714-727-7099 EXP 09-30-97 SCALE 1"=10' □ PASADENA ■ IRVINE □ PALM SPRINGS □ CAMARILLO □ SAN BERNARDINO □ SAN DIEGO □AlE BY &, BID ADDENDUM NO 1 DESCRIPTION REvlSIONS APPRO'<l:O CONSTRUCTION NOTES CONSTRUCT AC OVERLAY (1 1/2" THICK MIN.) COLD PLANE (5' x 1 1 /2") CONSTRUCT 5.5' AC/7.5" U.S. PUBLIC WORKS DEPART~ENT □AlE -------~ JAMBOREE ROAD & BAYVIEW WAY INTERSECTION DETAIL DE~GNED S.C. DRAIIN L.A. CHEO<EO J.P.K. □AlE 04/18/96 CITY OF tEWPORT BEACH PUBLIC WORKS DEPARTMENT R-57otJ-$ SHEET 4 OF 7 N:\0606\053\Sl-004 003-IRV 08/07 /96 12:23.23 " B ~ z C " ~ C 0 ' z ~ C ;: C r , " " C ~ C ► z <, ~ C 0 a z 2 ~ " • C ' z C " rn 0 rn " 0 8 C • ► "" " " □ " ~ " rn ' z C :;: ~ z !" 0 > C: ' C I z s ~ ~ z I 0 r 0 0 0 ~ ~ 0 ~ z ~ < 2 !" 0 ~ ~ 0 I 2 !, ~ ~ z I 0 r 0 n 0 ~ ~ 0 '; 0 z ~ z _m n > C ~ 0 ~ 2 " ~ ~ 2 I 0 r 0 n 0 ~ ~ 0 ~ 0 z L C ~ rn m ]J 0 II ~ z G) z C < [il m ]J L/) ::c --l ...c :::0 I 0 -h ."' 01 \-J !O 0 1 (./) 0 II 8 < z G) z C $ [il m ::0 0 ::0 ~ z G) POLE SSHEDULE 1.1.S.N.S. SIGNAL MTG. PED.PUSH BTN BIKE P.B. >-N-0-.--TY-P_E ___ H_E_IG_H_T--S-IG-.M-.-A~. _L_U_M-.M-.A---<. LUMINAIRE 1----LE_G_E_N_D--+---V-E_H_IC_L_E-----,---P-ED-.--+-TY-PE-~-P-H-AS-E-1--P-H_A_S_~--+-A--,---8-~-C--, STANDARD POLE LOCATION • BAYVIEW WAY 1 29-5-70 30' 55' 15' 250 HPSV BAYVIEW WAY (R) 3 MAS SV-1-T SP-1-CS 8 8 6' 2.5' 2 1-A 10' TV-1-T SP-1-CS B 2 9' 2.5' 3 19-4-70 30' 30' 15' 250 HPSV JAMBOREE (R) 2 MAS SV-1-T SP-1-CS B 2 13' 2.5' 4 1-A 10' TV-1-T SP-1-CS B 4 2, 4 13' 2.5' ---+----+-----+-------< 5 29-5-70 30' 55' 15' 250 ·HPSV BAYVIEW WAY (R) 3 MAS 2 SV-1-T SP-1-CS 8 4 • 13' 2.5' 6 1-A (E) 1 O' '--TV-1-T SP-1-CS (E) B (E) 6 4 (E) 17' 2.5' 7 26-4-70 (E) 30' 45' 15' (E) 250 HPSV JAMBOREE 2 MAS SV-1-T SP-1-CS 17' 2.5' 8 PPB POST (E) 3'-10" 9 1-A (E) 1 O' ALL EQUIPMENT NEW UNLESS OTHERWISE NOTED (R) RELOCATE EXISTING IISNS SIGNS AND INSTALL (E) EXISTING NEW MOUNTING HARDWARE B (E) TV-1-T (E) SP-1 -CS (E) B 6 25' 2.5' 8 6 (E) 17' 3.0' • SEE DETAIL I ! EXISTING 1.5"C, 1 □LC _L'.-------1// a. • I 20' st DETECTOR SCHEDULE * SENSOR UNIT CHANNEL DETECTOR OPTION 5 6 • ... * (N) AWG DR CABLE 1 1 2 3 4 1 2 2 . 3 4 1 3 2 3 4 1 2 4 3 4 1 (N) 2 3 4 1 (N) 2 3 4 OUTPUT TO C-01APUTER CALL DELAY CAPABILITY CALL HOLD CAPABILITY NEW EQUIPMENT 1-06-C ,.., * 2-06-c •• 3-06-C •• 4-06-C •• 1-02-C •• 2-¢2-C •• 3-¢2-C •• 4-¢2-C •• 1-04-C •• FUTURE FUTURE FUTURE 5-02-P 6-02-P 5-06-P 6-06-P 1-01-P 1-¢5-P 1-¢3-P 1-¢7-P FUTURE 2-¢4-P ... 7-06-P ... 2-08-P ... CONDUCTOR AND CONDUIT SCHEDULE JAMBOREE EXISTING 1.5" C, 12 PR. #22 1/C CABLE TO CONTROLLER AT EAST BLUFF DR. (NORTH), APPROX. 2170' EXISTING 1 .5" C, INSTALL 4 DLC CONDUCTOR RUN ~ & ffi & & & IA & & ~ Lili & 01 3 3 3 3 3 02 3 3 3 3 3 3 6 03 3 3 04 333333 ROAD -------------- 1 o· EXISTING 2" C 2#8 SERVICE 2#8 LIGHTING 2#12 ISNS EXISTING SCE HA SERVICE 12' 7 BCR 01 1 1 PVI ' i i i' --;-::...-:l~, i'> I_ I %---t;r-JAB I I I I I \ I I ,.-\ \ --~ I ~~2~· __ J~~c1i1~~~r(---./ \ ' "'~ ) 1t. 19' (\ I -<. -,.,:-.., .,. ~' .v> .. -· -CJ. ,t -·-----~-- AB I I I I I 05 3 3 3 3 6 INSTALL R73-6 06 3 3 3 07 3 3 3 3 3 3 3 3 3 3 6 #l 4 l-"0_..2P.__ ____ -l--l--'2'----l_2--+_2_+-2-!-,,------ji--c2--+-'=2-+~2~!-,2,------jf--=24--+----l 04P 22222 06P 2 2 4 08P 22222 2 02PPB 1 1 1 2 04PPB 1 1 1 06PPB 1 08PPB 1 02BPB 1 1 04BPB 1 1 1 0 EXISTING SIGNAL PHASE DIAGRAM 2 ----- CB o:'. 0 a:, 04 0 co U7 co uJ . • • . • • / I I ' \ .. - • 03 PV • • ' \ \ \ 13' 22' 08 INSTALL R34 \ ·- • CL I (I) G-I N • 06BPB 1 23' 12' VAR SP ARES 3 3 3 3 3 3 3 3 3 3 6 BPB&PPB COMM. 1 1 1 1 1 2 TOTAL 14 10 19 19 19 19 12 21 21 29 33 61 1.1.S.N.S. 1 1 1 1 1 1 1 1 1 1 #12 ,_S_IG_N_A_L_CO_M_M_O_N+--t--1----<_1--+_1--+_1_,_1___,t--1---+_1--+_1_,__1___,t-----+---1 TOTAL #12 2 2 2 2 2 2 2 2 2 2 4 SERVlCE 2 2 2 #B LUMINAIRES 2 2 2 2 2 2 2 2 2 2 TOTAL #8 2 2 2 2 2 2 2 2 4 4 6 01 DE-TECTORS 1 02 DETECT<;JRs 6 6 6 6 --; DLC 03 DETECTORS 1 1 ,_0_4_D=E=T=Ec=T=o=R=s---+---+---+---+--+--t------<----+---+--2-,_2___,---, 2 05 DETECTORS 1 #16 06 DETECTORS 7 7 07 DETECTORS 08 DETECTORS 2 2 2 2 2 2 6 ----- PROPOSED SIGNAL PHASE DIAGRAM 1 2 3 • 4 l I r ----) 5 _J 6 7 8 1 ! -----L a. I "' i' BAYVIEW WAY • TOTAL DLC 3 3 3 4 11 7 7 10 21 12 PR. #22 CABLE i~fESs10~1 _ASL. Co suiting Engineers iHRte: <+, c ( CONDUIT SIZE ALL CONDUITS AND • EXISTING CONDUCTORS NEW UNLESS OTHERWISE NOTED 3+7 4+7 I--/ fB:;; ./"t \ ---· -': 4/~ 9fit, io: ~ C-22015 -o ::c Exp. 9-.l0-97 -¥-PATRICK RCE 22015 ONE JE~'NER STREET, SUITE 200 IRVlNE, CALIFORNIA 92718 714-727-7099 EXP 09-30-97 11 0 CONSTRUCTION NOTES OJ I]] QJ REUSE EXISTING MUL TISONICS 820 SYSTEM CONTROLLER IN EXISTING TYPE P CABINET. UPGRADE DETECTOR SENSOR UNIT TO ACCOMODATE FULL 8-PHASE OPERATION. REUSE EXISTING TYPE Ill-CF SERVICE CABINET. REMOVE R34-2. REMOVE AND SALVAGE SIGNAL POLE & EQUIPMENT._ 8J @] INSTALL NEW SIGNAL MAST ARM AND EQUIPMENT ON EXISTING POLE. EXISTING 1_.5" C, 12 PR. #22 1/C INSTALL. 4 DLC CABLE EXISTING 1.5" C. THE CONTROLLER APPROX. 760' 12 PR. f{22 1/C CABLE TO AT BR!STOL AND JAMBO~EE 7-¢6-P 1 0' 12' 12' 350' TO 4 12' X-Vl,'ILK • -----+- ----, 1 2' ' 10 1-01-P 12' 4-06-C 3-06-C 2-06-C v , ; 1-06-C '\ -., Curb/Berm flow line or edge of shoulder DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SER\IICE ALERT OF SOUTHERN CALIFORNIA Ct: ~ -~--, ' k=-=i=:----t,------"--._ __ ,r,-7 \ Al -A 0 0 BCR □ PASADENA ■ IRVINE □ PALM SPRINGS □ CAMARILLO 1 I \ ' I \ □ SAN BERNARDINO □ SAN DIEGO . 12' 12' 19' A BCR-- -A I Begin Curb Return ---lfil ---@I E .3 • Ct: n C w C -,----t-[e] POLE LOCATION GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS SHALL CONFORM TO CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992 AS SHOWN HEREON. 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND A(;CURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEQGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVlCE. PHONE UNDERGROUND SERVlCE ALERT AT (800) 422-4133. 3. ALL MATERIAL AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 8- 4. POLE LOCATIONS SHOWN HEREON ARE APPROXIMATE. PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE CITY ENGINEER. 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATION PRIOR TO FINAL PLACEMENT. 6. CENTER DETECTOR LOOPS IN THE TRAVELED PORTION OF THE LANE UNLESS OTHERWISE INDICATED. 7. (XXXX) INDICATES LOOP ASSIGNMENT IN THE CONTROLLER CABINET. EACH LOOP ASSIGNMENT SHALL HAVE A SEPERATE LEAD-IN CABLE TO THE CONTROLLER. 8. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE SIGNAL PHASE DIAGRAM. 9. ALL WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 10. ALL VEHICLE HEADS SHALL HAVE 12" LENSES. 11. CONDUIT SHALL BE 2" UNLESS OTHERWISE SPECIFIED. 12. PULL BOXES SHALL BE SIZE NO. 5 UNLESS OTHERWISE SPECIFIED. ' 13. ALL NEW LOOPS SHALL BE TYPE A OR TYPE E AND SPACED 10' APART, UNLESS OTHERWISE SPECIFIED. 14. SEE SHEET 6 FOR SIGNING AND STRIPING INFORMATION. APFriOVED PUBLIC WORKS DEPARTMENT DATE _______ _ DATE BY DESCRIPTION APP-D DESIGNED P.K. ORA\IN C.S. REVISIONS • CHECKED J.P.K. DATE 04/18/96 SAN DEGO CREEK -NORTH SITE TRAFFIC SIGNAL MODFICA TION PLAN JAMBOREE ROAD AT BAYVEW WAY CITY OF NEWPORT BEACH PUBU~. WORKS DEPARTMENT N:\ 0605\ 053\ SIGNAL R.-5100-5 SHEET 6 OF 7 04/18/96 ::r -i z C ;=;: DJ m :JJ 0 :JJ );, < < -L GJ z C < co m :0 0 :JJ ~ z GJ z C < DJ m :JJ 0 :JJ ~ z GJ Co CONSTRUCTION NOTES ~ INSTALL TYPE IV (L) OR (R) ARROW (THERMOPLASTIC) [TI INSTALL 4" WHITE (50') (2J INSTALL 12" WHITE CROSSWALK LINE (THERMOPLASTIC) GJ INSTALL DETAIL 38 I}] INSTALL 4" SKIP WHITE LANE LINE, 12' STRIPE AND 36' GAP, WITH RPM'S PER DETAIL 13 0 INSTALL 12" WHITE CHEVRON @ 25' O.C. 12] INSTALL DETAIL 21 0 INSTALL DETAIL 31 [Ij INSTALL DETAIL 378 ~ INSTALL SIGN AND POST 122] RELOCATE EXISTING SIGNS TO DESIGNATED LOCATION AS SHOWN ON PLAN 123] RELOCATE EXISTING "BRISTOL ST NORTH LEFT TWO LANEs'' SIGN TO STA 181 +50 ~ REMOVE B INSTALL DETAIL 26 @J INSTALL DETAIL 40A (MODIFIED @ 1 O' O.C.) I!] INSTALL TYPE 1(10) ARROW (THERMOPLASTIC) ~--EXIST. R28 ~--EXIST. R26, W1 7 & R28 EXIST. R18 --~ 100' ~--EXIST.-R61 EXIST. R28 -~ BAYVIEW ----o, 12' -----------13' 20' :=.---:::: t EXIST. R:--7 EXIST. R28 & R26 ~--JOIN EXIST. STIPING -_ -y:-W--=-=-A~Y~ 22' 1 O' EXIST. R7 & TYPE N ---==:::--:-c:.,._J 13' ------ 13 -- 4' TYP EXIST. W75 & R26S -------"'- ~-EXIST. R28 & R26 tl:\ .a: 0 I -, I I 0 I I I I I I I I I I I I I I I I I I I I ' I I I I I J I Lu ;,hi!/_/ I , 6 I a-1 I 11 W74 RT· er I I I I I I I I I I I I I I I I I I I I 0 ca I I I I I I I , 1/ I I 10' 12' 12· 12· 12· 10 6 12· 1r· I I \ I ~ 0 . . . • 12' 12' 6/2 ... (>.,/"/ ____ .... --. OJ 85 EXIST. R7 N ------ 13 I 18' 12' 12' 13' 6 O' 12' 12' 12' 1{ • ~ ' I I I I I I r--r-- ~ I 10 12"'12"12'1 "' I I I r-- .1 - lt ' ' \ ONSTRUCTION LIMIT ~ATCH EXISTING STRIPING ~ _ASL 59nsulting Engineers ~ ~-d___ . e 4$oM6 JOSEP~JtRCE 22015 EXP 09-30-97 ONE JENNER STREET, SUITE 200 IRVINE, C' ALIFORNIA 92718 714-727-7099 ------1- □ PASADENA ■ IRVINE 4 100' N N N ~ "' N □ PALM SPR:NGS □ CAMARILLC• □ SAN BERNARDl'\JQ □ SAN DIEGO GENERAL NOTES 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS, CALTRANS STANDARD PLANS AND THE CALTRANS TRAFFIC MANUAL, LATEST EDITION. 2. TWO COATS OF PAINT SHALL BE APPLIED TO NEW MARKINGS UNLESS NOTED OTHERWISE. I 3. REMOVE ALL CONFLICTING STRIPING, MARKERS, AND PAVEMENT MARKINGS BY WET SANDBLASTING. 4. ALL REFERENCES TO DETAIL NUMBERS AND PAVEMENT MARKINGS ARE PER CALTRANS STANDARD PLANS. A20A THRU A24E. 120• TRANS/TfON 25•p~ 1 ------88 TAPER @ 20:7 BAYVIEW f I \ I DAlE BY DESCRIPTION • REVISIONS 0 I 89 I RJ APP'O 90 WAY APPRD'A':D PUBLIC WORKS DEPARTMENT DAlE DESIGNED P.K. DRA\\ls c.s. CHECKED J.P.K. DAlE 04/18/96 0 Ol N 91 t:= ::, ::J z 0 G ::, a:: ti z 0 (.) "' z a: ~ (/} 0 z w JAtlBOFEE ROAD AT BAYVEW WAY SIGNING AND STRIPING CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-57~-S SHEET 6 OF 7 N:\0606\053\STRIPING 011-IRV 04/26/96 11:54.04 ~ z I 0 5 0 n " 0 ~ C ~ 0 = 0 ~ g < z 5 a C z §: < 0 " " z = 0 C ' 'E " C > s C z z !TI n p C ~ □ ~ 7 s ~ s; z I □ r □ ~ ~ n 0 □ r > I C ~ m □ !l X t m = < z 5 C z C ' m m C a = C C ii ~ C > c 0 z _rn r. ~ s □ ' z s ~ s; z I 0 r □ ~ 0 0 0 w 0 > ' 0 ~ m 0 0 ~ 0 < z a C z C • CJ) :r --1 (S--,.. u.) z C $'. m m JJ 0 JJ ~ z G) z C < OJ m JJ ::a I (J1 -..J )o 0 I (/) 0 JJ ! z G) z C ~ OJ m JJ 0 JJ ~ z G) - JAMBOREE ROAD 10 / / 67' 77' i i I oi rol _I _/. REFER TO TRAFFIC SIGNAL MODIFICATION -+-----< PLAN 84+82.61 BAYVIEW WAY = 178+00.68 JAMBOREE ROAD -- 63' 66' 143' . I ' I \ \ I \ \ I \ R/W \ \ 51 \ "' <D ro N '-----GENERAL NOTE (ELECTRICAL) SPLICES PER CITY OF NEWPORT BEACH STD. 205-L USE T&B "C-TAPS" OR APPROVED EQUAL u CD ro ro 0, "' + ro ro ...J ...J <( ,: UTILITIES DIVISION iOFESSio ,i, ~U8Jc ~ c.., t-?;. ..... 0 --or, c,,;--, C-22015 ~ = R.C.E. NO. ---------Jf-Exp. 9-30-97 ... ,1'.,., C!V\\. 11l r, or c11.1I~~ SCALE 1'' =40' CD []' :::, u Q'.J ::; a:: . :::, (/) u CD a:: :::, u >--CD ...J a:: . :::, zu . ,-~ w CDr o"-,--.o "' -,--. ... + "': ro,.. ro,.. ...J ~ u ti w {/) I,_ -I,_ C) 0 .,., . N "1 + C) C) I{) co If) u u 0.. .,., ... <D 0, + 0, fl) 0 0 0 <D + C) O'J o,- 1') 0 + C: ro rn CON BAYVIEW WAY (/) z <( []' ,- CD 5' a::....__ :::, "' u~ ,- W CD (/) fr: I,_ :::, 1)0 0 NZ vw R/W AS'-_ C,Pnsulting Engineers -·-"-. / ' JOSE H PATRICK K P RCE 22015 EXP 09-30-97 ONE JENNER STREET, SUITE 200 IRVINE, CALIFORNIA 92718 714-727-7099 \ \ \ \ 6' ~ ,,f... ~ 6 "' ,-\ g \ fr: ,- \ D !£ \ C, D \ 0 U If) \ +o \ -z 0, w f I -- w RETAINING WALLt'l (BY SJHTCA) '.j;: □ PASADENA ■ IRVINE <D <D I I I I I I I I I □ PALM SPRINGS □ CAMARILLO □ SAN BERNARDINO □ SAN DIEGO ------ ~ g2 - - u I-...J . w w {/) ...J I,_<( 0, l,_"' ~ OLL I') -0 0, 0 + ~o -vz o, U)W DATE BY -- --- - DESCRIPTION RE\llSIONS CONSTRUCTION NOTES @ CONSTRUCT LIGHTING STANDARD (TYPE IV) PER CITY OF NEWPORT BEACH STD. PLAN STD-203-L., MOUNTING HEIGHT 29'-6", 5800 LUM ENS/ 150 WATTS LAMP. ® INSTALL PULLBOXES PER CITY OF NEWPORT BEACH STD-205-l. @) INSTALL 2" PVC CONDUITS (SCHED. 40) WITH 1 -#8 BARE SOLID COPPER GROUND & 2-#8 THWN STRANDED COPPER, PHASES SEPARATELY COLORED CONDUCTORS PER CITY OF NEWPORT BEACH STD. PLAN STD-105-L & STD-106-l. ® INSTALL CONDUCTOR IN EXISTING CONDUIT (CIRCUIT BREAKER SIZED TO LOAD) APPROVED PUBLIC WORKS DEPARTMENT DATE _______ _ APP'O DESIGNEO S.C. DRAWN L.A. CHECKED J.P.K. OATE 04/30/96 JAMBOREE ROAD & BAYVIEW WAY . STREET LIGHT PLAN JAMBOREE RD TO STA. 91+50 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 7 OF 7 N:\0606\053\Sl-006 D06-IRV 05/D3/96 14:17.06 s g g C " ~ , B g -g ~ s 0 ~ " I · m z ·] D C " 'ii V ~ " < " z _m [D n m />_ Il ~ 0 ~ ~ > ~ ,; z I 0 0 r □ TI 8 n 0 ~ " m < D a lJ 0 m ~ z ' z 0 Gl C z ' ~ z ~ s C V ~ > $ " z DJ !" n m > TI C -C a z s U') -,,---~ ·7 .....J ::0 I (JI 1-...J !o 0 0 I _.., (/) u:> ~ > z I 0 0 r □ TI 8 " 0 ~ > m ~ ·v 0 " ~ m z ' z 0 Gl C z < ~ z " C C ~ ~ < > $ " z '" DJ n m />_ Il ~ □ a z s ~ z I 0 0 r 0 Il " " ~ 0 ~ " m D a " □ m ~ z ' z 6 Gl C z ~ l. 2. 3. 8 4. 9 5. 6. 7. 8. 9. 10. ll. 12. .:!.eCuced Pressure Eackflo:.,· ?reventier Test cock (4 pleces) str.!.1ner r,;o Hesh Hanel Brass Hipple (,;places) Pressure Gauae Tao Ell (0-200PSI) Tvo places (iilastlc ?ace) Brass Elbo·.: Brass Nipple Brass Union Pressure Supply Line .. Discbarse PVC Sch 40 Male Adapter Pressure supply Line .. Brass to Point of Connection co ri 0 1. 2. 3. 4. 5. 6. 8. Shrub Rotor Sprinkler Finish~Grade PVC Sch 80 Nipple #4 Rebar stainless steel Band Lateral Line on Grade Sch 40 UVR PVC (Brownline) PVC Tee or Ell Drive Stake 18" into Solid Ground 8 0 0 G) CD 8 t; ~ 0 G) Sidewc.lk Finish Grade Plastic Pop-up Sprinkler Place 1" above Finish Grade 211 schedule 80 PilC Nipple PVC Street Ell 6" Schedule 80 PVC Nipple Harlex Street. Ell Lateral Line 9" Diameter Plastic Box and Cover. Heat Brand "QCV" on Lid in 2" High Characters. Top of cover l" above Finish Grnde. ' Quiet Coupling Valve 2 Cubic Feet of Smooth Gravel ' f4 Rebar 24" long :Stainless steel Clamp l ~rass Nipple Brass Ell PVC Hainline o Walk Finish Gr"-de ,. I 1 1: _., .. ,; --·· ;:·~~ _. 5 . ,• .. 6 Use Teflon Tape on all Hale Th~eads J. RFDUCED PRESSURE BACKFLOW 2 SHRUB ROTOR on GRADE 3 SHRUB ROTOR adjacent to sidewl:3.lk 4 QUICK COUPLER VALVE ---J Mount to box with stainless steel screws Brownline Pipe Notes 9 0 Plastic Valve Box ® Galcon Battery Operated Controller ,with 1n-line Plastic Valve G) PVC-Mainline 1a~ Minimum Cover(d') © ,90° PVC Ell ! 0 ' iPVC Nipple Schedule 40 0 45° PVC Ell . 0 PVC Male Adapter 0 Lateral Une 0 (Two) 2x2x24~ Redwood Supports @) 3 ~ Minimum Depth of Smooth Gravel 11--Rainbird Unlk V80040 latching --- solenoid @ Rainbird battery operated controller - _ Unik V80020 (2 station) _ _ _, _ @ Roinbird 200-GB (2") brass valve (1) shown) 0 2x Width of Rootball 1. 1 or 5 Gallon Shrub or Tree 2. WaterBasin5' Minimum Depth Behind Shrub or Tree 3. Amended Backfill Mix. See Specifications 4. Scarify Sides and Bottom of Planting Prt 5. Existing 2:1 Moxlmum Slope 6. Plant Tablets. See Specifications 7. Set Crown High 8. • 6" Deep Compacted Amended Backfill Mix 9. Lightly Scarify and Cut Roots along Rootball NOTE: Prior to plant placement, fill all (?its with water and allow to percolate into the subgrade. Plant and backfill must 1:>e thoroughly watered in directly upon 'init'ral plantlng. • Schedule 40 UVR/PVC pipe varying from l /2" to 3'" and fittings are approved for above ground installation under the following conditions: I 1. All products must bear a permanent identifiable label such as Brownllne/Sunstop/Ultra-gard UVR/PVC. 2. The irrigation systems seNice non-potable water are located downstream from a approved backflow device. 3. The piping and installation shall be in accordance with the requirements of the latest edition of the International Association of Plumbing and Mechanical Officials (IAPMO) Standard ISS-8. with IAPMO listed PVC fittings, promers and solvents, except the exposed piping need not be wrapped or protected from sunlight. 4. The piping may be installed above the ground surface instead of 24" burial with compacted backcover. 5. Each pipe riser serving a sprinkler head shall be anchored by a riser stability assembly constructed of a #4 reinforcing bar or equal driven 18" in the solid ground and fastened to the riser by two galvanized or s1ainless steel bands. 6. The horizontal and vertical pipe shall be anchored with1n·12· of the sprinkler riser and a maximum of l 0-o· on center by a #3x24" reinforcing bar with a "J" hooked mdius or equal driven 18" into solid ground. 7. All on grade UVR/PVC laterals that cross concrete terrace drains shall be installed with a Schedule 40 galvanized steel sleeve anchored at both ends with a #3 rebar "J" hook. 0 (:) Irrigation Legend Reduced pressure backflow preventer .. Febco 825Y (1 l/2') per City of Newport Beach standards 2' brass inline valve. Ralnbird #200-GB with Rainbird Unik V80040 (latching solenoid) 12" pop-up rotor shrub head .. Hunter PGM-12-A-SJV. 1.0 nozzle Rotor shrub head on grade .. Hunter PGM-00-A-SJV, 1.0 nozzle Quick coupler valve .. Rainbird 33DRC (3/4") Pressure mainline .. 2· is PVC Class 315. 3/4" is PVC Schedule 40 (size per plan) Non-pressure lateral Brownline pipe on grade (size per plan) Non-pressure lateral line, Schedule 40, 12' cover (size per plan) Planting Legend 5 REMOTE CONTROL VALVE with-controller 6 SHRUB/TREE PLANTING: on slopes Backnll Mix for ShlVb/Trees on Slopes 60% Native Soil + Lyonothamus floribundus ssp asplenfolius .. Fern/eaf Catalina Ironwood 15 Gallon. no stake. Exact placement on the slopes per the direction of the City of Newport Beach. Fletcher Jones / / / I I I I I / I 40% Nitrogen Treated Sawdust One (1) pound 12-12-12 per Cubic Yard of Mix Two (2) pounds Iron Sulfate per Cubic Yard of Mix Two (2) pounds Iron Sulfate per Cubic yard of Mix . One (1) pound Urea formaldehyde per Cubic Yard of Mix Hydro-seeding Installation 1. 2. 3, 4. 5, 6. Water.all.areasJhoroughly_and_uniformly. __ Continue watering at the frequency and_ duration necessary to germinate all residual weed seeds . and as directed by the City. Unless otherwise directed. maintain watering for not-less than three (3) weeks. If perennial or annual weeds appear, apply approved contact herbicide over affected areas. Apply in accord with manufacturer's instructions. Do not water affected areas for a period of four (4) days minimum, following application of contact herbicides. Resume watering and continue for a period of three (3) weeks. A shorter period my be permitted by the City. as determined by project conditions. Remove all desiccated weeds from slopes. Water planting areas thoroughly and continuously for three (3) days. Allow to dry for one (1) day prior to hydro-seeding. The top (1/4.) inch of soil surface shall show evidence of Hydro-seeding Mix per Acre One Thousand eight hundred ( l 800) pounds of Wood Fiber Mulch Three hundred (300) pounds fertilizer 16-6-8 Eight (8) pounds Atriplex lentiformis breweri .. Coastal Quail Brush ~------< Ten (10) pounds Baccharls glutlnosa .. Mule Fat All hydro-seed slopes to have Futerra Erosion Control blankets Installed after hydro-seeding • Install per manufactures recommendations. Call Hydroscape @ (714) 639-1850 Fifty .(50) pounds of Blando Brome End of street only Irrigation Guarantee The entire irrigation system shall be guaranteed by the Contractor to give complete and satisfactory service as to material and workmanship for a period of one year from the date of final acceptance of the work by the City of Newport Beach. Should any trouble develop within the specified guarantee period which In the opinion of the City is due to inferior or faulty material and/or workmanship. the trouble shall be corrected. without delay, by the Contractor to the satisfaction of and at no expense to the City as part of the contract, Planting/ Hydro-seed Guarantee . _ '--------=~~~===~~==================:-~~J~l--:-.c;b==============~=~:~~~ residual moisture at the time of hydro-seeding. ~~=========~~==~;~===~;;;;;;;;;;;;;;==~~b~==~t=============:~;;;;~~ \\ / Toe of 2:1 Slope • • -• Top of 2: 1 Slope _,,...._t '"✓ \ ... .6 ~ End of Road ' -.E-'d.l t ~ All 15 gallon trees shall be guaranteed by the Contractor to take root and grow in a healthy condition for one year after completion of all Contractor's landscape planting work. Any trees which die back or lose form and size as originally specified shall be replaced without delay by the Contractor when requested by the City of Newport Beach at no cost to the City. Hydro-seeding: At the end of the specified City's Maintenance Period. all areas that were hydro-seeded would show 100% coverage (no bare spots) of the specified seed mix. Any areas that are deemed unacceptable by the City shall be repaired/replaced at no additional cost to the City and the Maintenance Period extended for another 30 days to review coverage. "O Cl 0 0:::: (J) (J) ,._ 0 ..0 E Cl -:, DIETERICH POST REORDEfl NO, 145720 Bayview Way Locate Main .1 • Off Sidewalk Top of 2: l Slope Concrete Sidewalk QC ----QC ·---------- I" - • ---0--- Toe of 2: l Slope Concrete Gutter' Retaining Wall ~ ' Concrete Sidewalk \ , J_"_Water_Meter_per City of Newport Beach standards Locate @ Station 89+20 Locate Main l' Off Sidewalk ... -t + I' . , I' - ~c1..-~ .... ~~ ,, --~ I" -• Toeof2:1 Slope Concrete Gutter Retaining Wall qJj ~~i~,. NOTE Locate valves in one Ametek #170104 (or equal) -112" black PVC meter box with snap locks on cover. , ,Mount battery operated (2) station controller Rainbird Unik #V80020 inside meter box with stainless steel screws. Also supply City of Newport Beach. Parks Dept. ,-with ( l) Ralnblrd Unlk -field transmitter model #V8000 and (1) Rainbird corresponding valve key Rainbird 33DK (for Rainbird 33DRC quick coupler). APPROVED Mciletyt Larld Pfcinnirig-· -· --16. S;'1 Land Planning Landscape Architecture 1--.c::.....+---t-1--'-::..,_------------1----1 San Diego Creek No-rth Site 3434 Via Lido Suite 250 Newport Beach. California 92663 (714) 675-2154 FAX(714)675-1823 DATE BY DESCRIPTION REVISIONS PUBLIC WORKS DIRECTOR R.E. NO .. ___ _ DATt....-----------1 APP'D. DESIGNED DRAWN CHECKED Irrigation, & Plantin~ South Side of Bayview Way CITY OF NEWPORT BEACH R-5100-S PUBLIC WORKS DEPARTMENT SHEET l 1 • . s ' □ " ~ j , ► " z !" 0 ,, C ~ 0 ~ ~ " > z I 0 r 0 ~ n 0 0 " ~ ~ " 0 a ~ □ < e i5 C z s ~ " 0 " ~ , > 5 " z _m n i' Si 0 " " -0 ~ 2 0 r 0 0 0 □ 0 C " I ~ I 0 0 ~ □ < z 0 C z ' 0 □ 0 -~ , ~ > 0 ,. !"' n ,, cc: C 0 z " " ~ 2 I C r 0 a r. 0 C 0 0 0 " '" 0 0 ~ ' 0 ' < z c C z < U\ ::c z C s;: OJ rn :0 0 :0 ~ z G) z C s;: OJ rn II -I ::0 ():) I ·. 01 \--J )O 0 --+-, -w 0 I en 0 JJ ~ <'. z (j) z C < OJ rn :0 0 II ~ z (j) 1. 2. 3. 4. 5. 6. 7. 8. 9. f!5 ci :,;; :::i PROJECT ii: CD ADAMS AVE. LOCATION CITY OF ORANGE a:: COSTA 0 CD 3' ·;{ MESA a:: w <C 5 " :,: a:: ~ VICTORIA ST. w ~ 19TH ST. LOCATION MAP N.T.S. STANDARD WATER NOTES THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE IRWD "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS'' AND "CONSTRUCTION MANUAL", AS LAST REVISED. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (714} 453-5300 OR (714} 453~5615. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOBSITE 48-HOURS PRIOR TO START OF WORK. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW• THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR INTERSECTION. ALL WATER MAINS 6-INCHES THROUGH 12-INCHES SHALL BE CLASS 150, AWWA C-900 PVC, UNLESS OTHERWISE NOTED. 10. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. 11. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. 12. NO METER IS ·TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. 13. CURBS SHALL BE INSCRIBED WITH A "w" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. 14. INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IN THE MAIN IS 80 PSI OR MORE. _15. CURBS SHALL BE. INSCRIBED WITH THE TIE DOWNS FOR ALL VALVE LOCATIONS. 16. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING DOMESTIC WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEF.ORE CONSTRUCTION. BISON CITY OF NEWPORT BEACH STANDARD SYMBOLS --360-- 370 y -x--x- -®- D- q..- ____ SD __ _ DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EXISTING ELEVATION EXISTING CONTOUR PROPOSED CONTOUR EXISTING GRADE SLOPE CENTERLINE EDGE OF EXISTING DIRT ACCESS ROAD EXISTING FENCE PROPOSED FLOW ARROW EXISTING FLOW ARROW BLOW-OFF (PROFILE) BLOW-OFF (PLAN VIEW) WATER VALVE WATER METER FIRE HYDRANT PROPOSED WATER LINE EXISTING CURB EXISTING STORM DRAIN EXISTING WATER EXISTING SEWER EXISTING ELECTRIC EXISTING TELEPHONE GAS RIGHT-OF-WAY 8 7 6 5 4 3 2 1 JAMBOREE ROAD INDEX MAP SCALE: 1'' = 100' GENERAL NOTES 1. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILTIES IN JAMBOREE ROAD PRIOR TO BEGINING BORE AND JACK OPERATIONS. 2. ALL PIPE FITTINGS SHALL HAVE THRUST BLOCKS PER IRWD STD. DWG W-12. 3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS AS NECESSARY TO CONSTRUCT WATERLINE. TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH 4. CONTRACTOR SHALL PROVIDE BLIND FLANGE WITH 2• TEMPORARY -BLOW OFF FOR DISINFECTION AND TESTING. CONTRACTOR SHALL CONNECT TO EXISTING ONLY AFTER ACCEPTANCE OF HYDROSTATIC TESTS. 5. CONTRACTOR SHALL PROVIDE 36" MIN. COVERAGE OVER PIPE AT ROUGH GRADE STAGE. 6. WHERE SPECIFIED ON THE PLANS, DUCTILE IRON RETAINERS SHALL BE USED TO RESTRAIN THE PROPOSED PIPELINE. THE RETAINERS SHALL BE CAST FROM 60-42-10 DUCTILE IRON AND SHALL HAVE SUFFICIENT NUMBER OF DUCTILE TIE BOLTS TO RESTRAIN WORKING AND TEST PRESSURES AS STATED BY THE MANUFACTURER. EACH DUCTILE CLAMP SHALL HAVE SERRATIONS ON THE I.D. SUFFICIENT TO HOLD WORKING AND TEST PRESSURES. THE RETAINERS SHALL BE EBBA IRON SERIES 1500 OR AN APPROVED EQUAL. CONSTRUCTION NOTES QUANTITY 596 L.F. LIST OF ABBREVIATIONS CONSTRUCT 1 O" 0 C-900 PVC PIPE, CLASS 150 CONSTRUCT 16" X16" X 10• TEE WITH 10" GATE VALVE AND CONNECT TO EXISTING 16" WATERLINE PER CONNECTION DETAIL 1 ON SHEET 2. 1 EA. AR 80 CATV C.F. It. CMP CP ow Ii. FLG F.S. HP INV. L.F. PE PVC RCP s SCE T.G. T.P. AIR RELEASE BLOW-OFF CABLE TELEVISION CURB FACE CENTERLINE CORRUGATED METAL PIPE CATHODIC PROTECTION DOMESTIC WATER FLOWLINE FLANGE FINISHED SURFACE HIGH PRESSURE INVERT LINEAR FEET PLAIN END POLYVINYL CHLORIDE PIPE REINFORCED CONCRETE PIPE SLOPE OR SEWER SOUTHERN CALIFORNIA EDISON TOP OF GRADE TOP OF PIPE BENCH MARK VERTICAL CONTROL BASED UPON B.M. NO. 3K-24A-83. ELEVATION = 16.967, ADJ. 1976. BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE STATE OF CALIFORNIA "CCS83, ZONE VI, 1991.35 EPOCH" BEARINGS BASED ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S STATIONS "6173" AND "6174" BEING NORTH 49·21 '51" WEST, PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. SHEET INDEX SHEET NO PESCRIPTlON TITLE SHEET 2 DOMESTIC WATER MAIN PLAN & PROFILE STA. 1 +00 TO 8+26 0 0 ® © 0 ® ® @ @ @ CONSTRUCT 1 Q" 0 C-900 PVC PIPE AND 18"0 STEEL CASING PER IRWD STD. DWG. W-13 • CONSTRUCT 22-1/2' HORIZONTAL BEND AND THRUST BLOCK PER IRWD STD. DWG. W-12 CONSTRUCT FIRE HYDRANT INSTALLATION PER IRWD STD. DWG. W-6 CONSTRUCT 1• REDUCED PRESSURE BACKFLOW ASSEMBLY PER IRWD STD. DWG. W-20 CONSTRUCT 2" COPPER SERVICE INSTALLATION PER IRWD STD. DWG. W-2 CONSTRUCT 1" COPPER SERVICE INSTALLATION PER IRWD STD. DWG. W-1 CONSTRUCT TEMPORARY BLOWOFF PER IRWD STD. W-9. CONSTRUCT 1 O" X 1 O" X 8" TEE WI a" GATE VALVE S THRUST BLOCK PER IRWD STD. DWG. W-12 CONSTRUCT PERMANENT END OF LINE BLOW-OFF ASSEMBLY PER IRWD STD. DWG. W-3 CONNECT TO EXISTING 8" FIRE PROTECTION LINE FOR FLETCHER JONES PROPERTY (PLANS BY K.W. LAWLER) CONSTRUCT BORE PIT. BORE PIT SHALL BE FILLED WITH 2-SACK SLURRY MIX. PAVING SHALL BE 8" FULL DEPTH A.C. CONSTRUCT RECEIVING PIT CONSTRUCT 2" REDUCED PRESSURE BACKFLOW ASSEMBLY PER IRWD STD. DWG. W-20 130 L.F. 2 EA. 2 EA. 1 EA. 2 EA. 1 EA. 1 EA. 1 EA. 1 EA. 1 EA. 1 EA. 1 EA. 2 EA. OWNER: FLETCHER JONES MOTORCARS 1301 QUAIL STREET IRVINE RANCH WATER DISTRICT NOTICE TO CONTRACTOR NEWPORT BEACH, CA 92660 APPROVAL OF DOMESTIC WATER FACILITIES (714) 833-9300 CONTACT: MR. RICH HANKI, CONTROLLER CITY OF NEWPORT BEACH . FIRE DEPARTMENT (FOT FIRE ft ANT1FtTIONS ONLY) : ~~\,.well~ <"t(/,b\s~ AP R0 E SUPERVISED BY REVIEWED BY SCALE JOB NO. PLANS PREPARED BY: (1:/(!"}f,&. DATE DATE I\/ lS/4';: DATE PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED. 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS P,ROVIDED INQUIRY I.D,# _________ _ 2. THE UNDERSIGN AGREES TO CONTACT AND OBTAIN AN INQUIRY 1.D.# FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION SIGNED __________ _ SIGNED---- PROJECT NO. C ~ ~ ~ " 0 ' " C ' oc C > ~ 1 " C C ~ C 0606.053 ( .:i,. ASL Consulting Engineers I '2-, DOMESTIC WATER MAIN BAYVIEW WAY 1---~R~-~'f~?=O=tJ--s~-1 ~ DATE DRAWN BY: D.L.8. o6l'.96 ~-t~to DATE I DESIGNED BY· J.G. o6l'.96 IV\ 1, DATE One Jenner Street, Suite 200 lrv,ine, California 92718 CIT.Y OF NEWPORT BEACH (714) 727-7099 TITLE SHEET SHE~T _1_ OF 2 "-i r: ~ C " C " C NO. DATE REVISIONS CHECKED BY: S.D.T. 06l'.96 " L_ _______________ ___,1 ________ .....1.__:_-1.:......:.J.... ____ ...:..;::.:.:.:.:,.:.:.::, _____ --L.:;:=~.:.;;;;;;;;;;;;J.;;~;J....----...L...----------l...---------------'------J " -V,.) _,,/ ~ ~ I 0 r □ ~ " 0 0 " ~ ;?, ~ 0 " ~ m ' z 15 L z < I / L C < OJ m II 0 II ~ z G) z C ~ OJ m II 0 II ~ :::: z G) z C < OJ m II 0 II ~ z G) =-. -i - - ---- - j I ---- -f =-~: -_---··--! - -------l -- ,- --@ --J --t f -, t I -I --+--' -j CAUTION 16" H.P. GAS SEE GENERAL NOTE l --= l- l ---, 1+00 ._l_ ·--:.... -..:i·-----! _ , -a ~~_3-Tl~ \5N frcf =1c -~ ---,-El cg_ ,1 = D w [D -w_,, 2+00 JAMBOREE ROAD D ----; ·- .3+u J _-- t-z U) , _ -f 0 .,. . 4+00 FL PF< 0 P 5+00 JOJ\J.ES .E F< -r Y - = 0 6+00 0 ~--u:, I--- --· 7+00 PROPOSED 1 o" WATER MAIN 5 STA. 7+Go 8 7 6 5 SCALE JOB NO. 0606.05.:l 4 l--~.3::_----ll-------1-------------------------JDRAWN BY: DATE D.L.B. 06 /96 2 OAK 1---=---+----,J.-------------------------IDESIGNED BY: J.G. 06/96 1 NO. DATE REVISIONS DATE CHECKED BY: S.D.T. 06/96 --· -----------1 -I - - - I I---- ~ 8+00 END CONSTRUCTION STA. 8+26.00 ~--------,.1, 1 -- PLANS PREPARED BY: .. ASLConsulting Engineers One Jenner Street, Suite 200 Irvine, California 92718 (714) 727-7099 ---t -·••f I . -- ' SCALE: HORIZ: 1" =40' VERT: 1" =4' rt I lii1a. I IxuJ I wf~l --7 REMOVE EXISTING PLUG, TEMP. EXIST. 10• (----=~ J BLOW OFF AND THRUST BLOCK ACP LINE u_ ____ J I w a. z 16"'1> DIP CLOSURE PIPE {PE x FLG) g; 6 Sic;: §l le_-: PROPOSED 10" R.W. I-J: -z -H 5i o'o ffi ~ GATE VALVE {FLG'D.) • a:::a..--->- a:i ,_ _, 'DD L PROPOSED 10"~ i§ -' t;; z 1-PVC PIPE U~x<(~~. en w x •··· ,.··~ • L mr-...... _.. ... \.·· ... : ~-~·. :-.'\, w -·-~··· ,.•. ,..., .. . . .. . 1---1/Setl _l.-• , . : '{ -'-----t-,=--,..._,~/r:_.:"'-::,r-r ~w-----<.1-:. ·.'.: :\:~\- , .... , 1!.._· •• ;_ ;•.~·•' -;· PROPOSED 16"x16"x10" TEE (FLG x FLG x FLG) THRUST BLOCK PER '--IRWD STD. DWG W-12. (TYP) 9 PVC x FLG. ADAPTOR CONNECTION DETAIL _{_ 1 CURVE DATA 0 R L t, T 1762.06' 305.11' 09·55'16" 152.94' (B) 1798.06' 310.12· 09"52'55" 155.44' .PROJECT NO. DOMESTIC WA TEA MAIN C a BAYVIEW WAY 1--1R:>..:..-.;-"--1'-'tJ,.,I=0-_«,_---1 ~ ~ CITY OF NEWPORT BEACH PLAN AND PROFILE ST A 1+00 TO STA 8+26 SHEET OF 2 2 ~ 3 ,; .,. C ,:;: ~ C ,: 2 ~ -~ n p ~ 0 ~ z C ~ m m II ~~---- V) ::c: -'-j -~ - 0 II ~ z u) z C ~ OJ m II i (.f) D II ~ z G) z C ~ co m II 0 II ~ z u) ffi fi' ADAMS AV. CITY OF COSTA ;f MESA '< VICTORIA i..i ::;; 19TH ST. ~ Ol °" 0 Ol °" <( I PROJECT LOCATION 1-----< ORANGE CO. ST. FAIRGROUN i5f---..,.,, ~ ft GITY OF NEWPORT BEACH LOCATION MAP N.T.S. IRWD STANDARD SEWER NOTES A. B. C. D. E. F. THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL SEWER WORK SHALL CONFORM TO THE IRWD "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENT$" AND "CONSTRUCTION MANUAL", AS LAST REVISED. THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STANDARD SPECIFICATIONS ON THE JOB. THE CONTRACTOR SHALL OBTAIN A CITY OR COUNTY PERMIT FOR WORK DONE ON PUBLIC RIGHT-OF-WAY. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (714) 453-5300 OR 453-5615. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD 48 HOURS BEFORE STARTING CONSTRUCTION WORK. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. G. STATIONS SHOWN AS 10+00.001 ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. H. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR. I. J. K. L. ALL SEWER MANHOLE LIDS ARE TO HAVE "IRWD" CAST THEREON AS SHOWN IN DRAWING S-4. THE DISTRICT WILL INSPECT AND TEST THE SEWER COLLECTION SYSTEM AND LATERAL SEWERS TO THE PROPERTY CLEAN-OUT. PRIVATELY OWNED SEWER LATERALS FROM THE PROPERTY LINE CLEAN-OUT WILL BE INSPECTED AND TESTED BY THE CITY OF NEWPORT BEACH. INFILTRATION AND AIR TESTING OF SEWER LINES SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS'' AND "CONSTRUCTION MANUAL", AS LAST REVISED. ALL SEWER LINES SHALL BE BALLED IN THE PRESENCE OF THE DISTRICT INSPECTOR BEFORE COMPLETION OF ALL LEAKAGE TESTS. M. PIPELINE LEAKAGE TESTS SHALL BE MADE IN THE PRESENCE OF THE DISTRICT INSPECTOR. ONLY AFTER BACKFILL HAS BEEN COMPLETED, COMPACTION TESTS ON BACKFILL HAVE BEEN MADE. AND THE BACKFILL HAS BEEN ACCEPTED BY THE DISTRICT INSPECTOR. N. 0. P. o. ALL SEWER MAIN LINES 6-INCHES AND LARGER ARE TO BE INSPECTED BY THE DISTRICT USING A CLOSED CIRCUIT TELEVISION SYSTEM. A VIDEO TAPE RECORDING WILL BE MADE OF THE INSPECTION. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR ALL LATERALS ANO MANHOLES. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE PLANS SHALL FURNISH THE DISTRICT WITH A SET OF AS- BUILT MYLARS OF THE SEWER PLAN. CURBS SHALL BE INSCRIBED WITH AN "':'{' INDICATING LOCATIONS OF ALL SEWER LATERALS. R. CURBS SHALL BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS. 8 7 6 DIAL TOLL FREE 5 4 1-800-422-4133 3 AT LEAST TWO DAYS 2 81:FORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. DATE / / / STANDARD SYMBOLS --.360-- 370 ----- -x--x- @ -®-- D- a- ____ SD __ _ EXISTING ELEVATION EXISTING CONTOUR PROPOSED CONTOUR EXISTING GRADE SLOPE CENTERLINE EDGE OF EXISTING DIRT ACCESS EXISTING FENCE PROPOSED FLOW ARROW EXISTING FLOW ARROW BLOW-OFF WATER VALVE WATER METER FIRE HYDRANT PROPOSED WATER LINE EXISTING CURB EXISTING STORM DRAIN EXISTING WATER EXISTING SEWER EXISTING ELECTRIC EXISTING TELEPHONE GAS RIGHT-OF-WAY REVISIONS ROAD INDEX MAP SCALE: 1" = 100' ~ • ·~~ ; ·-..,.,. ~ ' ft._ "1' I ~-G , ·-o~-::----~-.'.:.~.....:.::J •• -~;--~ ... ~= ~ ---. ~=- GENERAL NOTES 1. CONTRACTOR SHALL VERIFY OEPTH AND LOCATION OF ALL EXISTING UTILTIES IN JAMBOREE ROAD PRIOR TO BEGINNING BORE AND JACK OPERATIONS. 2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS AS NECESSARY TO CONSTRUCT SEWER FORCE MAIN. TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 3. CONTRACTOR SHALL PROVIDE BLIND FLANGE WITH 2" TEMPORARY BLOW OFF FOR TESTING. CONTRACTOR SHALL CONNECT TO EXISTING ONLY AFTER ACCEPTANCE OF HYDROSTATIC TESTS. 4. CONTRACTOR SHALL PROVIDE 36" MIN. COVERAGE OVER FORCE MAIN AT ROUGH GRADE STAGE . 5. WHERE SPECIFIED ON THE PLANS, DUCTILE IRON RETAINERS SHALL BE USED TO RESTRAIN THE PROPOSED PIPELINE. THE RETAINERS SHALL BE CAST FROM 60-42-10 DUCTILE IRON ANO SHALL HAVE SUFFICIENT NUMBER OF DUCTILE TIE BOLTS TO RESTRAIN WORKING AND TEST PRESSURES AS STATED BY THE MANUFACTURER. EACH DUCTILE CLAMP SHALL HAVE SERRATIONS ON THE I.D. SUFFICIENT TO HOLD WORKING AND TEST PRESSURES. THE RETAINERS SHALL BE EBAA IRON SERIES 1500 OR AN APPROVED EQUAL. CONSTRUCTION NOTES QUANTITY LIST OF ABBREVIATIONS 0 ® CONSTRUCT o' ll C-900 PVC SEWER FORCE MAIN. CONSTRUCT o' ll C-900 PVC PIPE AND 12" 12! STEEL CASING, 1 / 4" THICK, PER IRWD STD. 1279 L.F. 125 L.F. AR 80 CATV i CMP CP DW I[_ FLG F.S. HP INV. L.F. PE PVC RCP s SCE T.G. T.P. OWNER: SCALE AIR RELEASE BLOW-OFF CABLE TELEVISION CENTERLINE CORRUGATED METAL PIPE CATHODIC PROTECTION DOMESTIC WATER FLOWLINE FLANGE FINISHED SURFACE HIGH PRESSURE INVERT LINEAR FEET PLAIN END POLYVINYL CHLORIDE PIPE REINFORCED CONCRETE PIPE SLOPE OR SEWER SOUTHERN CALIFORNIA EDISON TOP OF GRADE TOP OF PIPE BENCH MARK VERTICAL CONTROL BASED UPON 8,M. NO. 3K-24A-83. ELEVATION = 16.967, ADJ. 1976. BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE STATE OF CALIFORNIA "CCS83, ZONE VI, 1991.35 EPOCH" BEARINGS BASED ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S STATIONS "6173" AND "6174" BEING NORTH 49'21 '51" WEST, PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. SHEET NO, 1 SHEET INDEX DESCRIPTION TITLE SHEET DWG. S-12. CONSTRUCT 48" 12! DROP MANHOLE PER IRWD STD. DWG. S-13 & S-1. (PUBLIC) JOIN EXISTING 48" 12! SEWER MANHOLE. THE CONNECTION TO THE EXISTING MANHOLE SHALL BE CORE DRILLED AND WATER TIGHT WHEN COMPLETED. THE ANNULAR SPACE AROUND THE NEW PIPE SHALL BE FILLED WITH CEMENT GROUT. THE BASE OF THE MANHOLE SHALL BE RECONSTRUCTED TO PROVIDE A SMOOTH FLOW OF SEWAGE FROM THE NEW INLET TO THE EXISTING OUTLET. (PUBLIC) CONSTRUCT 6" 45' DUCTILE IRON BEND & THRUST BLOCK PER 1.R.W.D. STD. DWG. NO. W-12 RECEIVING PIT SHALL BE FILLED WITH 2 SACK SLURRY MIX. PAVING SHALL BE 6" FULL DEPTH A.C. CONSTRUCT BORING PIT. CONSTRUCT 8" 12! SDR-35 PVC SEWER PIPE. (PUBLIC) CONSTRUCT o' -90" DUCTILE IRON BEND & THRUST BLOCK PER I.R.W.D. STD. DWG. NO. W-12 CONNECT TO 6" SEWER FORCE MAIN DISCHARGE FROM FLETCHER JONES SEWAGE LIFT STATION. NOTE: ALL ABOVE FACILITIES ARE PRIVATE, UNLESS NOTED OTHERWISE. 2 SEWER FORCE MAIN PLAN & PROFILE STA. 10+00 TO 19+00 3 SEWER FORCE MAIN PLAN & PROFILE STA. 19+00 TO 24+38± 1 EA. 1 L.S. 1 EA. 1 L.S. 1 L.S. 34 L.F. 1 EA. 1 L.S. CITY OF NEWPORT BEACH IRVINE RANCH WATER DISTRICT NOTICE TO CONTRACTOR APPROVED FLETCHER JONES MOTORCARS 1301 QUAIL STREET NEWPORT BEACH, CA 92660 (714) 833-9300 APPROVAL OF SEWER CONNECTION TO IRWD FACILITIES APPROVED BY SUPERVISED BY DATE PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED. 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D.# _________ _ 2. THE UNDERSIGN AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D.# FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION CONTACT: MR. RICH HANKI, CONTROLLER ~ t;f~ REVIEWED BY \\ /\ 6/ DATE SIGNED __________ _ SIGNED JOB NO. 2215.001 o,,, <f' DATE C> 0 PLANS PREPARED BY: ASL Consulting Engineers FLETCHER JONES MOTORCARS SEWER FORCE MAIN PROJECT NO. fl.·570()-S DRAWN BY: D.L.B. 06l'.96 No. C039261 One Jenner Street, Suite 200 1 DATE Exp. 12-31-97 Irvine, California 92718 J.G. 06l'.96 DESIGNED BY· C1v1'-(714) 727-7099 DATE CHECKED BY: S.D.T. 06[96 CITY OF NEWPORT BEACH TITLE SHEET SHEET OF 3 \ \ ~ ~ • ,. " - ~ a " ~ C " « C ii I " C C " C ;:; ,= V / ~ -;; " " ,< C I ' I . j ~ s; z I 0 r □ " " m 0 0 " " ~ ~ 0 " ~ ~ z 0 C z < ~ • " 0 " :/! • > " z !" " ► C ~ 0 " z > I ~ z I □ r □ " " m 0 □ " " 0 ~ m " ~ m < z 0 C z < m " 0 " ~ • > < " z !" r. t ~ z s ~ z I D r D " 0 m Q □ " 2 ~ " ~ ~ z D C 2 < L/) ::r: -I -. . ' 0 -n w z C :;: m m JJ 0 JJ ~ z G) z C < m m JJ :0 I (Jl \ --..J )o 0 ! (/) 0 :0 ~ z G) z C :;: OJ m ]J I I I / 0 JJ ~ < z u.l ~ 0 ® 0 © ® ® 0 b .... II t CONSTRUCT 6" 45" DUCTILE IRON BEND & THRUST BLOCK PER I.R.W.D. STD. DWG. NO. W-12 RECEMNG PIT SHALL BE FILLED WITH 2 SACK SLURRY MIX. PAVING SHALL BE 6" FULL DEPTH A.C. CONSTRUCT BORING PIT. 1 EA. 1 L.S. 1 L.S. 10+00 11+00 BAYVIEW PLACE CURVE DATA ( > R L t. T @ 914.00' 576.57' 36"08'36" 298.24' (B'> 900.00' 698.11' 44"26'35" 367.68' 12+00 13+00 14+00 15+00 8 7 SCALE JOB NO. 6 2215.001 5 4 "' ,_ DATE -"' D.L.B. 06/96 <!> DRAWN BY: w p< DATE 1 DESIGNED BY: J.G. 06/96 NO. DATE REVISIONS CHECKED BY: DATE S.D. T. 06/96 D. 1,. ,?<" ,J> -e>z o,.,, No. C039261 ..., "' . 12-31-97 * CJV\\. OF CAI.I 16+00 17+00 19+00 JAMBOREE ROAD PLANS PREPARED BY: ASL Consulting Engineers FLETCHER JONES MOTORCARS SEWER FORCE MAIN One Jenner Street, Suite 200 Irvine, California 92718 CITY OF NEWPORT BEACH (714) 727-7099 PLAN & PROFILE ST A. 10+00 TO STA. 19+00 SCALE: HORIZ: 1" =40' VERT: 1" =4' PROJECT NO. SHEET 2 OF 3 -C ~ , ~ - ~ a ' ~ l: ~ ~ ' , C C -C • • ~ C C 'ir -• 0 " C ' I I I ,, • < 2 C < • m • 0 " , > • • m 0 • u ~ • < z C < 0 ~ 0 ~ p • I I ' ' X ' m ' C X □ ~ • ' z C < ~ ~ z I 0 r 0 n 0 n n 0 ~ o z " l1 !" n " ~ 0 n z > n ~ z a r D n 0 n n D l; 0 2 " < z c• n p C ~ 0 n ~ p ~ " I C E n 0 n 6 ~ 0 z L/'\ ::c -\. - ! I / L C $ OJ rn JJ 0 JJ ~ z G"J z C $ [D m JJ 0 JJ ~ z G"J z C $ OJ m II 0 II ~ z G"J ···------------------------------~ ------------------------------------····· ···----------------------------- ... '. ----. -! ---f -------l -- --~-·---1-.. - ··-------)---t----:------·-·---- l----"""" --+---- -f---f-•------+ ... --•· ---. ,. --·l ,. .. ' ... / .... --t- .... ~. II ~ ~~ --: =rli ••••.• ~ ~ ~ ------ -... ----- ~ ------' I .. .. ·-!-·- • ·--------f-. . . --·----... .. -·- .' ---- : ----- . ----·---·-l·· .. ----- ~ ---... --" --• --·-·-· --~ ----.... ;······· ~~. •• 0 ® ® I ~. ... . ... , - CONSTRUCTION NOTES CONSTRUCT 6" 0 C-900 PVC SEWER FORCE MAIN. CONSTRUCT 6" 0 C-900 PVC PIPE AND 12" 0 STEEL CASING, 1/4" THICK, PER IRWD STD. DWG. S-12. CONSTRUCT 6" -90' DUCTILE IRON BEND & THRUST BLOCK PER I.R.W.D. STD. DWG. NO. W-12 QUANTITY 1279 L.F. I 25 L.F. 1 EA. CURVE DATA Q R L /:;; @ 1782.06' 299.13' 09"37'03" (B} 1798.06' 310.12' 09'52'55" 19+00 T 149.92' 155.44' - - -l-- El ~... .. . ......... . r··-- . ~tR.,.i,,·,~ :· p,._ ~ ~ ~ 20+00 21+00 22+00 23+00 24+00 w z :::; w 12'± REMOVE EXISTING A.C. & U.S. REPLACE WITH 6" A.C. EXIST. MIN. 1 v " •······- SCALE: HORIZ: 1" 40' VERT: 1• -4' EXIST. CURB P F< O P .E R -r Y if0~~~~~2=· _ _, ,-/SEE NOTE 6 1 PAVEMENT'\. • '//// // / / / /. "' A '/////////'//, --2" MIN . 8 ..... \\ .. o. PROPOSED 6" SEWER FORCE MAIN BAYVIEW WAY (PRIVATE SEWER) END CONSTRUCTION STA. 124+38 ± I N11'55'25"E ------- STA. 124+04.281 9 EC .COLD f'L-ANE: ('NP.) ~ Cl iii J:: >< c:, < "' ::;;~ 1.5' MIN. II) 0 0.. 0.. :::, Ul z :::, USE SAND {SE 30 MIN.) FOR BEDDING _._ ____ 1~rn=~n n=in=, H NOTES· ~m ITTe-llf=' 6" MIN. • (TYP.) 1. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. 2. TRENCH SECTION SHOWN DOES NOT DESIGNATE PAY LINES. 3. PAVEMENT REPLACEMENT IS FOR SECTION OF EXISTING BAYVIEW WAY WEST OF JAMBOREE ROAD. 4. BEDOING AND BACKFILL SHALL BE PER PROJECT SPECIFICATIONS. 5. TRENCH WIDTH SHALL BE D.D.+12" MINIMUM OR O.D.+24'' MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. 6. COLD PLANE EXISTING PAVEMENT {2" MIN. DEPTH) AND RESURFACE. JOIN FLUSH WITH EXISTING STREET PAVEMENT FOR ENTIRE LANE AND RESTRIPE TRAFFIC LANES/MARKINGS OF ENTIRE LANE IN WHICH TRENCHING OCCURS AND ANY OTHER LANE DAMAGED DURING CONSTRUCTION. &TYPICAL TRENCH SECTION N.T.S. PROJECT NO. 7 SCALE JOB NO. ~~()fESSfo,y-1. 6 2215.001 ~ ~ D. ,,, '( <': PLANS PREPARED BY: FLETCHER JONES MOTORCARS 5 ~ ""-.-..; ti<". ~ f<.·57otJ-s 4 DATE ft si ASLConsulting Engineers SEWER FORCE MAIN ~ 3 DRAWN BY: D.LB. 06/96 !;,:! No. C039261 ~ 3 ft -One Jenner Street, Suite 200 / 2 DATE ~ Exp. 12-31 -97 .:: Irvine, California 92718 CI T Y O F N E WP O R T B E A CH SHEET o /1\ "l/~/9(,, REVI.SED T'YPICAl... TRE'-ICH si:c-noN DESIGNED BY: J.G. 06/96 ~r. C/VI'-~ (714) 727-7099 3 ;:;- REVISIONS DATE tor c~'-\'" PLAN & PROFILE STA. 19+00 TO STA. 24+38 :t OF ;;; ___________________________________________ ..... _N_o_._L.o_A_T_E.J.. ________ .:..:::.:.:;:.:.:.:.:~---------.J.:::cH::,:E;;c~K:;,:ED;:.,;:s.:.Y=;.;;;:;s::.D=.;;;;r.l.=0=6!/;;9s;;.1. ________ .J.. _______________ ,L _______________________ ,L _____ ....J& m n ' • "' ::0 ~ ~ .m n " ~ u z C < OJ m JJ " i~---,- 2 2i ~ v-. :::c -l UJ 0 JJ ~ z GJ z C ~· m 9:J ::0 I 01 \ --.J JO 0 I en 0 JJ ~ z GJ z C :£ m rn ::0 ~~----' 0 JJ ~ z G1