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HomeMy WebLinkAboutR_5700_Se,irv,tw ci:, W4y J..- iJ; uJ uJ Q:: 0 m ::. ~ l 6'-?; O'l?Ji0< ~ 1b ~ 0 CREEK INDEX MAP N.T.S. SYMBOL LEGEND • · • ; I 11 -1 /2" AC I AC OVERLAY :===;::;::::=~ CJ -----0------ CL --- -GAS- -----w ----- -----RcP-- - - - ----TEL---- ----SCE---- ~ U.B. 4" AC/8'' U.S. CONCRETE RETAINING WALL VALVE FIRE 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 B.M. NO. 3K-24A-83. ELEVATION = 16.967, ADJ. 1976. PUBLIC WORKS DEPARTMENT . . BAYVIEW WA·Y-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.~/}-APPROVED: _ _____:_, _______ IL __ DATE: 7-5'-9G DIRECTOR OF PUBLIC WORKS RCE 16791 R/W 104' R/W 8' 42' 29' 7' VARIES• 12 I 5' 25· .. 6 6 2' 1.7% 1.7% 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 R/W 73' BASIS OF BEARING TYPICAL SECTION BAYVIEW WAY N.T.S. 146' 6' TYPICAL SECTION JAMBOREE ROAD N.T.S. THE BEARINGS SHOWN HEREON ARE STATE OF CALIFORNIA ·ccsa3, 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. 73' 55' R/W 1 O' 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 l l BARRICADE 2' '-_______ __JI'--..__ --- 2% - ---' EXISTING GROUND 5' MIN 11 BARRICADE ---------------------- '-'-2' --- VARIES CASE I DAYLIGHT ---------------------______, DAYLIGHT CASE II -- EXISTING GROUND ---..,,..___ ___ _ SECTION X-X N.T.S. EMERGENCY TELEPHONE NUMBERS AGENCY NUMBER Cl f ii? ADAMS A ~ PROJECT --1/-~'.!.:...._~-+LocATION CITY OF COSTA ;{ MESA "' VICTORIA cJ ~ 19TH ST. "" 0 CD ~ ST. p A CiFJc VICINITY MAP CONSTRUCTION NOTES 0 CONSTRUCT AC OVERLAY (1 1/2" THICK MIN.)) 0 SAWCUT AND REMOVE EXISTING PAVEMENT 0 COLD PLANE (5' X 1 1/2") N.T.S. 0 CONSTRUCT 11-1/2" AC PAVEMENT OVER COMPACTED SUBGRADE ill® CONSTRUCT 5.5" AC/7.5" U.B. © CONSTRUCT TYPE 'A' PCC C&G {8" CF) PER STD-182-L 0 CONSTRUCT TYPE 'B' PCC CURB (8" CF) PER STD-182-L ® REMOVE EXISTING C&G CITY OF NEWPORT BEACH ® 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) G]r REMovE Ex1sT1NG 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-XlSTINCi '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 STRflNDED 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 DIAL TOU. FREE 1-800-422-4133 SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC BELL 634-0251 895~0221 259-4468 644-3011 962-2411 □ PASADENA ■ IRVINE □ PALM SPRINGS ~~,JP I---+---+------------~--~p~ BAYVIEW WAY/JAMBOREE ROAD IMPROVEMENT PLANS -"AT 1£\ST 1WO DAYS BEFOIE YOU DIG UNDERGROUND SER111CE ALERT OF SOUTHERN CALIFORNIA CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS 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, CALIFORNIA 92718 714-727-7099 EXP 09-30-97 □ CAMARILLO □ SAN BERNARDINO □ SAN DIEGO 1---t--t--c-&.----------+---t DATE ..., /':49b 7/W/1(, F;,B. • 8/D ADDE:NDVM NO.!. DATE BY DESCRIPTION APP'() DE~GNED S.C. DRAV.,, L.A. REVlSIONS CHECKED J.P.K. DATE 05/03/96 TITLE SHEET CITY OF NEWPORT BEACH PUBUC '1/0RKS DEPARTMENT R-57~tJ-6 SHEET 1 OF 7 l ,..._ __________ ....._ ______ ___. N:\0606\053\51-001 D03-IRV OB/07 /96 12:19.28 0 m " 0 " " " t 5 z !TI 0 ~ C ~ 0 ~ z ~ I I - I ~ ~ z I n 5 TI n m e 0 n ~ TI D ~ TI 0 ~ " ~ • e < 7 0 " C z " " ~ TI • 8 a " " > 5 1'i " z m n t ~ 0 D ~ > I / r, I G • ~ ~ e ;: ~ " ~ I I I I' D m 0 ~ " • < a " • ] 0 ' " • " ~ 0 TI ., TI • < 2 C " I 0 r 0 n 0 D ~ 0 ~ 5 z ~ " .m n ► C ~ 0 D z ~ 0 £ z I 0 r 0 B D ~ 0 ~ 0 z z C ~ (D m :0 0 :0 ~ < z G1 z C < (D m :0 V) -_,_ -f -::0 ,, '\ (Jl \ ·--.J Cl 0 0 1 -t-, CJ) L..'-1 0 ::0 ~ z G1 z C < OJ m ::0 0 :0 ~ < z G1 - .. -... - - - ' j 20 -.. ... . If I/ /J It ---... _,_ --I ----.. . . . --, __ _ . ------------- ' • ' --' .. ,__ ' • 85+00 1:,,; rol~ L 6235 ~ '±) ~-~ .,. ==05~- :=S'.==ii: 86+00 -----i.::. ----, _,-d .==:= ,:::a.:: -,,r-'Y-... . ____,.__....,_, __ _.,_ m' , '-'' == '== . . -cl t""'l.~-~+--~ ,__..,,.., ~--:T C"_~ rn: :~ a .--- :,P-=Q 0.EH'EIE -- 'tli=I <c) (Il -, ,_,,_ f-------"-- ·m ij I U . .. c "6ki!tW=::GF=5 : ~..s~--- vialtlN'.:::61:':::::5 >'JI • . i ;J,f,i:) ' "' • 87+00 88+00 • 89+00 90+00 • 91+00 I 7' I 14• I . -. ' 8" CF / ~ ~ \_ B" CF HJ" CF I I 1 O" CF 111 STA 87+32.00 ~ EXISTING STA 87+37.25 24" STORM DRAIN ~ CB LOCAL DEPRESSION DETAIL SCALE: 1" = 20' BAYVIEW WAY "~i~rEss,0114( ASL Consulting Engineers ,# ~ ?HH1c,t 't, -~-=-=~ .~ ~ • i'J j ~ ~ ,_ ~ 1/A"tt. LL, o ...., ,....., --e'!--'i8/J-,p ~ , C-22015 ~ = _ _!_•l,,,::::::~•_L.c:,:::~,""t'~--=-.::...:..:...:'._ _______ _ Jf Exp. 9-30-97 'f JOSE~H PATRICK KA~Q RCE 22015 EXP 09-30-97 "'1-r, 0:1~~~\\~'l-~,;:,-ONE JENNER STREET, SUITE 200 IRVINE, CALIFORNIA 92718 714-727-7099 :s r,. -0- ~- 0, . :t 92+00 □ PASADENA ■ IRVINE □ PALM SPRINGS • 93+00 ---- -\_R/W ro{r<,/% EB - □ CAMARILLO 7/201,1, EB □ SAN BERNARDINO DA'II BY □ SAN DIEGO ~ _, I --1 ' \~ ' \_ \ I I \~ I \ \ .l l-- - -------- lio, ADDED DRIYEWAY.5 & .BJ)) ,ADDe.N DvM NO 1., DESCRIP]ON REVISIONS ~ -, ~ ---~13RAIN q ' ' ' --···· _, . __ , ___ , ____ , _____ - = z o- , , 01:'....· .,, -evcc=wATER -5,Q IN\/' ER SEE' flA:i.E:l"EAN= ,--- - - = ' 8 t 2·,r RC:P ••• S O 0200 MJN.: _, __ -· ---' .. -. ,_,_ - - ' --- ,_ --_, , __ 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 CONSTRUCT CURB INLET lYPE 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 CONSTRUCT STANDARD SURVEYOR'S MONUMENT PER STD-116-L Kl:MOVE EXl5Tll'l6 TYPE Y INLET APPROVED PUBLIC WORKS DEPART!JENT Q RADIUS @ 1140.90' @ 1827.06' (D 1798.06' (D 1100.17' @ 1852.06' (D 1756.06' DA'II _______ _ CURVE DATA DEL TA LENGTH TANGENT 4'59'11" 99.29' 49.68' 22'07'08" 705.33' 357.11' 9·52·55" 310.12' 155.44' 05· 14'32" 119.86' 59.99' 1o·10·20· 328.81' 164.84' 15' 19'25" 469.66' 236.24' BAYVIEW WAY PLAN AND PROFILE JAMBOREE ·RD TO STA. 91 +50 APP'D DE~GNED S.C. DRAv.N L.A. CITY OF 111:WPORT BEACH PUBUC WORKS DEPARTMENT CHECKED J.P.K. DATE 04/18/96 SHEET 2 OF 7 N:\ 0606\ 053\Si-002 D03-IRV 08/08/96 10:52.10 I. I ~ ~ ~ () -t-:, z C ~ [iJ m :0 0 ::0 ~ z ul z C < Cil m ::0 0 ::0 le < z ul z C < [iJ m :0 z ~~---~ 0 :0 ~ z G) ·-,----- =l -' 174+00 175+00 176+00 1681,lSE_ BA'S!~···-·-~ ~ .. un , ' -v .,, ,--, 177+00 178+00 --i)nu~~ ~ R 179+00 BAYVIEW WAY SEWER FORCE MAIN LINE 180+00 1. BAYVIEW WAY PER SEPARATE PLAN ~ ?.~~~fE--:.:SS,0114( ASL Consulting ~ ~?HR1c,r ~ -i I )~ fli ~~ --__ ~ · eMPJG o:: ...,C-22015~ ~ ~, Jf Exp. 9-30-97 '¥ JOSEM'.J PATRICK KAPRCE 22015 ~ CIVIi. ~~ l'f or ci1.1l~'l' ONE JENNER STREET, SUITE 200 IR\.1NE, CALIFORNIA 92718 714-727-7099 ~ngineers EXP 09-30-97 _, -1-' 181+00 182+00 GENERAL NOTES CONTRACTOR SHALL ADJUST ALL VALVES TO NEW FINISH GRADE AS NECESSARY. □ PASADENA ■ IRVINE G) @ @ © ® ® 0 ® ® ,_ -_.,__ I-·---' ' __ , _, .. PROFILE CONSTRUCTION NOTES 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 SCALE: HORIZ: 1'' =40' VERT: 1"=4' CONSTRUCT CURB INLET OS PER STD-306-L W/LOCAL DEPRESSION PER STD-304-L REMDVE INTERFERING PORTIONS OF EXISTING Z4"RCPAND CDNl'IECT TO 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 RADIUS @ 35.00' @ 35.00' @ 1600' CURVE DATA DELTA LENGTH TANGENT 102'04'29" 62.35' 43.28' 84"32'11" 51.64' 31.81' 46"58'01' 1311.61' 695.18' □ PALM SPRINGS 1---+--;--------------t---i PUBLIC WORKS DEPARNENT JAMBOREE ROAD PLAN AND PROFILE • □ CAMARILLO & ·-8/0 ·A0DE.NDt/M ll/O 1 □ SAN BERNARDINO DATE BY DESCRIPTION APP'D □ SAN DIEGO REVISIONS DATE-------- DE~GNED S,C. DRAWN LA. CHECKED J.P.K. DATE 04/16/96 • STA. 176+12 TO STA. 182+07 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5100-S SHEET 3 OF 7 N:\0606\053\S1-003 003-IRV 08/08/96 09:50.09 Lr) z C :;;: [D rn JJ 0 JJ t z GJ z C < [D rn JJ ;a I 01 '-..J )o 0 I CJ) 0 JJ t z GJ z C $ [D rn JJ 0 JJ t z GJ 84+82.61 178+00.68 I I , I ·o <( 0 0:::: I // /l .' ' ,' ,·;} (1' )r , BAYVIEW W,AY I I JAMBOREE // ROAD I I I )G / ·\ '.~' ' , • I _/ I I ·r '1 • .. j/., I \' ,' -' L() I• in ,-n ,. " -\· ']_\_OU I I I Ii _+ -,, .. '.') I / I I I I J1/°9 i ' \ I / . \ - 'J?/29 --\-''! I I I ' ' I , I J ri \ ()G -j-1.··· I I I i I I I I I I /)0 9,j +/--\ ,-... ' ' , ' I ' , ' I ' ' ' ' , ' , /-\-10,56 / / /L[) Ii / cx:i ,' / N / / ~ , I -1-2,6_1,c ' I -, .. I ' ' ' I I ' I , / : , ; l , .. , .. , ' 13,5' 5' ' , I. , ! ~/ I ! -~ '")n ':J:...l I ~ 1,.-V• / ' , ' j , I , , , ' i I ' ' ,. ,, /', , ' / l / ; I I , i . / ' ' 3, .• ! ' I •I I I .15 ! I ' I f, c\.•\·' I 5' .,,,J~-. 13.5' I I 1'2 I ., , i · 56 ,, ·. 'a -1-?'J fl..~ -, ' ' ' ' I ' ' I ' l ! / I I l 1019 / 1 "f' I "·cf) _,__,___/---'------+------~~-\: : j. STA 178+ 75.57 ECR ' \ ' ' STA 85+ 71 .89 BCR . . . . ·, . ; :· . .-.. .. , 20.0 GRID BASELINE ---------------------(RADIAL) 5-r-----.:,,,_---i ,' / •. , ,{o,oe . / . • . ' ,' , ' , , ' ,. .... . -:· . ·-.. I I STA 177+16.02 BCR/ I I _/ 176+90.50 JOIN EXISTING CURB & GUTTER 20.31 BAYVIEW STA 85+92.81 ECR ----------- RCE 22015 ONE JENNER STREET, SUITE 200 IRVINE, CALIFORNIA 92718 714-727-7099 WAY - EXP 09-30-97 • SCALE 1'' = 1 O' □ PASADENA ■ IRVINE □ PALM SPRINGS □ CAMARILLO • □ SAN BERNARDINO □ SAN DIEGO APPRO\o!:D 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. l---+---1--------------t---1 PUBLIC i,OOKS DEPARTMENT JAMBOREE ROAD & BAYVIEW WAY INTERSECTiON DETAIL ID, BID ADPEN DVM NO 1 DATE _______ _ DATE BY DESCRIPTION APP"O DESIGNED S.C. ORA~ L.A. REVISIONS CHECKED J,P,K. DATE 04/18/96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARntENT R-57olJ-S SHEET 4 OF 7 N :\ 0606\ 053\ S1-004 003-IRV 08/07 /96 12:23.23 ., ,; z " 0 r 0 B § 0 0 ~ 0 ., m D " 1; -~ s z 0 " C 2 < 0 § ~ a 8 " " 5 ~ • < " z _m 0 ► C ~ 0 a a • ., ,; z " C r 0 0 0 D 0 " 0 ~ " ~ ., 0 ~ 0 ~ 0 ' < z C 2 r " L/) ::c -, ....c: uJ c.. C $'. OJ m JJ 0 JJ ~ < z GJ z C < OJ m JJ ::0 I ' 01 ·,_ -..J )o 0 I (/) 0 JJ 12' < z GJ z C < OJ m :::0 0 :::0 ~ z GJ . POLE SC:HEDULE STANDARD 1.1.S.N.S. SIGNAL MTG. PED.PUSH BTN BIKE P.B. POLE LQCATION * .._N_O ____ TY_P_E ___ H_E-IG_H_T--S-IG-.M-_-A~. _L_U_M-.M-.---,A. LUM INAIRE f----LE_G_E_N_D_-+----VE-H-IC_L_E------'r--P-ED-.--+-TY-PE--.--P-H-AS_E_t--_PH_A_S_S_-+--A---.--~B-,---C--, BAYVIEW WAY 1 29-5-70 30' 55' 15' 250 HPSV BAYVIEW WAY (R) 3 MAS SV-1-T SP-1-CS B 8 -6' 2.5' 2 _ 1-A 10' - ---_ -TV-1-T SP-1-CS B _ 2 9' 2.5' 1-04\-C 3 19-4-70 30' _30' 15' 250 HPSV JAMBOREE (R) 2 MAS SV-1-T SP-1-CS B 2 -1;3' 2.5' -,r-••,, \ ( ',, 4 1-A 1 O' - -----TV-1-T SP-1 -CS B 4 2, 4 13' 2.5' -• ', ) '+'· _ _; --+---f----+----, )---·· 5 29-5-70 30' 55' 15' 250 HPSV ~AYVIEW WAY (R) 3 MAS 2 SV-1-T SP-1-CS B 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' -I,> -• • ~ ~ • j,. .. ~ 1 DETECTOR SCHEDULE* SENSOR lJNIT CHANNEL DETECTOR OPTION 1 1-06-C ,~ * 1 i-------,-----;--,------1 2 2-06-C e * 3 3-06-C e * 4 4-¢6-C e * 2 2-02-C e * JAMBOREE ROAD EXISTING 2 3 3-¢2-C e * SCE HANDHOLE SERVICE POINT 3 4 5 (N) 6 (N) 4 4-¢2-C e * 1 1-04-C e * 2 FUTURE 3 FUTURE 4 FUTURE 1 5-¢2-P 2 6-¢2-P 3 5-06-P 4 6-06-P 1 1-01-P 2 1-05-P 3 1-¢3-P 4 1-07-P 1 FUTURE 2 2-¢4-P 3 7-¢6-P 4 2-08-P 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 e OUTPUT TO C01APUTER j, CALL DELAY CAPABILITY * CALL HOLD CAPABILITY (N) NEW EQUIPMENT AWG DR CABLE CONDUCTOR AND CONDUIT SCHEDULE CONDUCTOR RUN ~ ffi & & & & ffi & ffi 8 Lili & 01 - - - - - -3 3 3 3 3 ¢2 - 3 3 3 3 - - -3 3 6 ¢3 ---------33 ¢4 -----333333 ¢5 -3 3 3 3 - - - - - 6 ill6 --------3 33 07 3 3 3 3 3 3 3 3 3 3 6 ¢8 ----------3 #14 l-"¢""2P ____ --+---l--"2~_2_+--2---1_2-+~-~f-,,2--+-ii-2-l-~2--+_2~+-,24--+---, ¢4P -----22222 - ¢6P - - - - - - - - 2 2 4 08P 222 22-----2 ¢2PPB 1 1 1 1 1 - 1 1 1 1 2 ¢4PPB - - - - - - 1 1 1 1 1 ---- ill6PPB - - - - - - - - - 1 1 EXISTING SIGNAL PHASE DIAGRAM 08PPB - 1 1 1 1 - - - - - 1 02BPB - - - - - - 1 1 1 1 1 x2 ___ _ X 4 !1 ¢4BPB - - - - - - 1 1 1 1 1 06BPB - - - - - - - - - - 1 ~~~ 3 3 3 3 3 3 3 3 3 3 6 BPB&PPB COMM. 1 1 1 1 1 1 1 1 1 1 2 TOTAL 1114 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 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 1 t-::T"'"oT=-A77L-#::-012=----t--=-2-t--=2--+-2;;-t-:2:-1-::-2-+-2=-r-::2,....,--2=-r:::2,---t-::-2-i--:4,...-,--; SERVICE 2 2 2 6 -----xx PROPOSED SIGNAL PHASE DIAGRAM - 12' 12· 19' 0 CB 23' OJ V) ' I I \~ \ I I lU 12.· 6' (Ul'v a. I "1 "' I 12' #8 LUMINAIRES 2 2 2 2 2 2 2 2 2 2 • TOTAL #8 2 2 2 2 2 2 2 2 4 • 4 6 ill1 DETECTORS 1 1 1 02 DETECTORS 6 6 6 6 1 r 2 3 -----~ 4 ! I .BAYVIEW WAY DLC l-'¢,-i3,.-ii-D~ET;;:E;.;;C,,,,T"'ORai;S,;-t-'.:.1-t--'--+--'-+----l,.......:-t--!--+--t---t-::--+-:::-1 +-I ¢4 DETECTORS 2 2 2 ¢5 DETECTORS 1 #16 06 DET.ECTORS 7 7, l-'¢""7.....,..D""ET°'E"'C"°T"OR"'S,,.-f--t--+--+----1-'--t--!--+--t---t-:--+-:-+-I ¢8 DETECTORS 2 2 2 2 2 2 TOTAL DLC 3 3 3 4 11 7 7 10 21 12 PR. #22 CABLE CONDUIT SIZE 2" 2" ,3• 3 5" 3 5• •2-3• -• • • • 2.5"' ALL CONDUITS AND CONDUCTORS NEW UNLESS OTHERWISE NOTED • EXISTING 5 _) 6 7 -----L 3+7 8 l l PATRICK KAPP RCE 22015 ONE JE~'NER STREET, SUITE IRVINE, CALIFORNIA 92718 714-727-7099 200 ' ' I I 'I, VAR EXP 09-30-97 1. 2. 3. CONSTRUCTION NOTES [JJ [lJ QJ REUSE EXISTING MULTISONICS 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. m w INSTALL NEW SIGNAL MAST ARM AND EQUIPMENT ON EXISTING POLE. EXISTING 1.5" C, 12 PR. #22 1/C· CABLE INSTALL 4 DLC -,_f· ' \ 4-ill6-C EXISTING 1.5" C. 12 THE CONTROLLER AT APPROX. 760' PR. #22 1/C CABLE TO BRISTOL AND JAMBOREE 350' TO 3-ill6-C DIAL TOLL FREE 1-800-422-4133 X-WP,LK , ----+ AT LEAST TWO DAYS BEFORE YOU DIG I ' 2-ill6-C UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1-06-C 12' 12' Curb/Berm flow· line or edge of shoulder 0: f.l A-i-A BCR-- -A I Begin Curb Return ---lfil· ---@] -e a u 'O C w C --+-@] POLE LOCATION GENERAL NOTES TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS SHALL CONFORM TO CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992 AS SHOWN HEREON. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. 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 SERVICE. PHONE UNDERGROUND SERVICE ALERT AT (800) 422-4133. ALL MATERIAL AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. B 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. 9. 10. 11. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE SIGNAL PHASE DIAGRAM. ALL WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. ALL VEHICLE HEADS SHALL HAVE 12" LENSES. . CONDUIT SHALL BE 2" UNLESS OTHERWISE SPECIFIED. • 12. PULL BOXES SHALL BE SIZE NO. 5 UNLESS OTHERWISE SPECIFIED . □ PASADENA ■ IRVINE □ PALM SPRINGS □ CAMARILLO □ SAN BERNARDINO □ SAN DIEGO 13. ' ALL NEW LOOPS SHALL BE TYPE A OR TYPE E AND SPACED 1'0' APART, UNLESS OTHERWISE SPECIFIED. 14. SEE SHEET 6 FOR SIGNING AND STRIPING INFORMATION. APFROVED f--+---1----------------t--J PUBLIC WORKS DEPARTUENT DATE _______ _ DATE BY DESCRIPTION APP"D DESIGNED P.K. DRAI\N 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 PUBLIS WORKS DEPARTMENT N:\0606\053\SIGNAL R-5100-5 SHEET 5 OF 7 04/18/96 I I U\ ::::c -i Lr"( z ·c ~ OJ m JJ 0 JJ :i;, :::: z G) z C <' OJ m ::0 0 JJ ~ z G) z C <' OJ m JJ 0 JJ .J:o, ~ z G) CONSTRUCTION NOTES ~ INSTALL TYPE IV (L) OR (R) ARROW (THERMOPLASTIC) [Ij INSTALL 4" WHITE (50') IT) INSTALL 12" WHITE CROSSWALK LINE (THERMOPLASTIC) 8:j INSTALL DETAIL 38 IT) INSTALL 4" SKIP WHITE LANE LINE. 12' STRIPE AND 36' GAP, WITH RPM'S PER DETAIL 13 IT] INSTALL 12" WHITE CHEVRON @ 25' 0.C. 12] INSTALL DETAIL 21 IT] INSTALL DETAIL 31 [}] INSTALL DETAIL 37B ~ INSTALL SIGN AND POST ~ RELOCATE EXISTING SIGNS TO DESIGNATED LOCATION AS SHOWN ON PLAN @J RELOCATE EXISTING "BRISTOL ST NORTH LEFT TWO LANES" SIGN TO STA 181 +50 @J REMOVE B INSTALL DETAIL 26 ~ INSTALL DETAIL 40A (MODIFIED @ 1 O' 0.C.) ~ INSTALL TYPE 1(10) ARROW (THERMOPLASTIC) EXIST. R18 ---.._ 100' ~-EXIST. R28 EXIST. R26, Wl 7 & R28 ~--EXIST. R61 EXIST. R28 ---, -- ___ B_A_Y_V_IE_W ___ ~W~A~Y~ ---=i. . 0 1 0 22' 1 o· --EXIST. R7 & TYPE N --==::::----1-3.-J ~ --------,...:;--~.lf'..._ ------~----------~----• -1 ~ 13' 13 2" ---------------- ------~------13' --P•--L -:,,-----.,.. ____ ._ 20' EXIST. R: --7 ----4' TYP EXIST. W75 & R26S ------....'-. EXIST. R28 & R26 JOIN EXIST. STIPING EXIST. R28 & R26 ~ 0 1 --:, I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1/ I / , I I I I I I 1/12'/12,/ I I ' • 12, 12· /· I ev QJ ~I I I I ' ' I 0 It) -"' -I I I I QJ ' -' I I I I I I I I I 10' 12' 12' 12' 12' 10 6 12' \ I 0 / . / . / • D ,' . ./. --·--. 0:, 85 EXIST. R7 13 I 1s· 12· 12· 13• s o· 12· 12· 12· 1J· 6/2 • "' ' I I 1 I I I I 1 I I 10 12•112•112•1 r.o I l I r--, - ~ASL 5911sulting J~°J'\·LL- JOSEP~;(Y~CE 22015 ONE JENNER STREET, SUITE 200 IRVINE, C'ALIFORNIA 92718 714-727-7099 6/2 n N b 100' 4 ---- Engineers 4~ohf:> EXP 09-30-97 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. 100' ~----i 4 i--- 200' N 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. : 25'F~ 1 ----,_ □ PASADENA ■ IRVINE □ PALM SPR:NGS □ CAMARILLC n N □ SAN BERNARDI\JO □ SAN DIEGO ----88 TAPER @ 20:l BAYVIEW OAll' BY 0 90 WAY APPROVED PUBLIC WORKS DEPARTMENT OATE DESCRIPTlON APP'D DESIGNED P.K. DRAWN c.s. REY1SIONS CHECKED J.P.K. DAll' 04/18/96 N n 0 0, 91 N !:: ::; ~ z 0 • e= ·u :::, ~ z 0 u ----· ('.) z a: a:: 1-- (/1 0 z w JAM30REE ROAD AT BAYVEW WAY SIGNING AND STRIPING .. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-57otJ-S SHEET 60F 7 N:\0606\ 053\STRIP\NG 011-IRV 04/26/96 11 ;54.04 e c i::: 0 " • " a C ;.-, I. I ' " m 0 ~ • < z C a ~ n 8 • ; ~ ~ z ~ 0 r 0 C C " " C ~ c z ~ z .m C ~ ' 0 ~ z ~ c.../) :r ---1 (s--,. z C s rn m JJ 0 :0 ~ z G) z C s OJ m :0 ::a I 01 -..J )o 0 I (f) 0 JJ ~ z G) z C s OJ m JJ 0 JJ :to; ~ z G) -- -- JAMBOREE ROAD / / 67' 77' ; 0 ro ~! ;' . , /' REFER TO TRAFFIC SIGNAL MODIFICATION -+~ PLAN 84+82.61 BAYVIEW WAY = 178+00.68 JAMBOREE ROAD 63' 66' 143' ' ' \ I PROPOSEO RAMP JR-5 I I I I I I I I / / I / ro I I ~ 0 I I w~ g I ~w + co LL. ....J r--- ¥ \ ~ I I ;:~ro I +~o _\ r---" z I CX) --t <{ '. ,, '. \1< ,, 51 \ ,..., (0 o:i N I I I \ R/W \ \ \ \ ,, ' "' , ' ,, ','.',',',,,, --GENERAL NOTE (ELECTRICAL) ,..., <O co N ro ro m ,..., + ro ro • >-~ w [D t2 o;t lL ,,-,o a, • N "1 +-: ro ro ro "' SPLICES PER CITY OF NEWPORT BEACH STD. 205-L USE T&B "C-TAPS" OR APPROVED EQUAL UTILITIES DIVISION R.C.E. NO. --------- SCALE 1" =40' [!) "' :::, u [D ~ "' . :::, (/) u • >-~ w [D t2 ro "' ::, u >-[!) ...J "' . ::, zu • >-~ w men lL 0 LL ,-.. 0 ,..., . ,-.. ... +": ro,.. ro,.. (0 N ...J ...J ~ ci LJ w ~ ~ lL mO "' . N "1 + "1 m "' ro "' • (.) u a. "' ... <O m + m ro 0 0 0 (0 + a, ro CJ LL ro O m-,,-, 0 +q ro m CON BAYVIEW WAY en z <: "' f- [D "' "'' :::, "' u «:I f-wro en"' LL ::, "-u 0 0 NZ vw A_S'--C,Pnsulting -~-: \ ~n A JOSEfH PATRICK 'J.tipl RCE 22015 ONE JENNER STREET, SUITE 200 IRVINE, CALIFORNIA 92718 714-727-7099 R/W -- Engineers 0/1e BG EXP 09-30-97 \ \ \ \ ~ "'.L ~ 6 I" e= \ g \ "' >- \ 0 (/) \ 0 z .o \ 0 U "' \ +a \ - z m w 1 I -- w RETAINING WALL~ (BY SJHTCA) $i □ PASADENA ■ IRVINE (0 (0 I I I I I I I I I □ PALM SPRINGS □ CAMARILLO □ SAN BERNARDINO □ SAN DIEGO ...J ...J i - -\__R/W -- CONSTRUCTION NOTES @ 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-L. @ INSTALL CONDUCTOR IN EXISTING CONDUIT (CIRCUIT BREAKER SIZED TO LOAD) APPROVED l--+---+----------------i----1 PUBLIC WORKS OEPARmENT JAMBOREE ROAD & BAYVIEW WAY STREET LIGHT PLAN DATE _______ _ 0ATE BY DESCRIP]ON APP'D DESIGNED S.C. ORA~ L.A. REV1SIONS CHECKED J.P.K. DATE 04/30/96 JAMBOREE RD TO ST,( 91 +50 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 7 OF 7 N:\ 0606\ 053\ 51-006 006-IRV 05/03/96 14:17.06 z " C \ 5 ~ z ... [D n rn '. " ::0 ~ 'O z > I : 'O > z I 0 0 r 0 ::0 . " n ,. m 0 ~ □ ~ ,. 'O ~ 'O 0 " " 'O • ~ z 0 ' -z 6 G1 " C z < 0 z " $ 0 0 C " . " " ~ 0 > < " z !" [iJ n m ~ TI C ~ 0 X " j, Lh , -,---L. --; -..1 :::0 I (Jl 1-.J !o 0 0 I _., (/) (J) 'O ~ z X 0 0 r 0 ::0 ~ ~ n i2' " 0 r " ~ ' 0 < " ~ C, • z C • z 6 G1 C z § " 0 z 0 m " e 0 C " ., !! " ~ 0 > " z !" OJ n m ,, ::0 'ii 0 'O z j, 'O ~ z I 0 0 ,. 0 TI " n 0 0 ~ ~ ~ ~ 0 " ~ • z < z 6 G1 C z f 2. Eete Val:c e,/'U \.f'\i-Vt3S 3. Test Cock (4 places) 5. Brass Nipple (4places) 6. Pressure Gauge Tap Ell (0-200FSI) Two places {plastic Face} 7. Brass Elbo~ 8. Brass Nipple 9. Brass Ur.ion 10. Pressure Supply L1ne .. Discharge 11. PVC Sch t.O Male Adapter 12. Pressure supply Line .. B:!'ass to Point of connection 0 1. 2. 3 • 4. 5. 6. 7. 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 Finish Grade Plastic Pop-up Sprinkler Place 111 above Finish Grade 2" Schedule 80 PVC Nipple PVC St:r-eet Ell 511 Schedule 80 PVC Nipple ' Harle:-: 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 Grade. ' Quick Coupling Valve 12 Cubic Feet of Smooth Gravel #4 Rebar 24" long ' ' Stainless Steel Clamp I . ~rass Nipple Brass Ell PVC Mainline Walk Finish Grade "' ~ ft··-..... .. Use Teflon Tape on all Hale Threads ·' 1 . •• r- e • :\{~ ' 5 ., .. . . 6 J. REDUCED PRESSURE BACKFLOW 2 SHRUB ROTOR on GRADE 3 SHRUB ROTOR adjacent. to sidewalk 4 QUICK COUPLER VALVE .Mount to box with stainless steel screws (i) Plastic Valve Box 0 Galcon Battery Operated Controller with In-line Plastic Valve ? G) :PVC-Mainline 1s· Minimum Cover{.Z:') 0 ' ,90° PVCEII ' 5 1. 1 or 5 Gallon Shrub or Tree BroWnline Pipe Notes , Schedule 40 UVR/PVC pipe vaiying from l /2" to 3" and fittings are approved for abov~ ground installation under the following conditions: l l. All products must bear a permanent identifiable label such as Brownllne/Sunstop/Ultra-gard UVR/ PVC. 2. The irrigation systems service non-potable water are located downstream from a approved backflow device. ___ f Irrigation Legend Reduced pressure backflow preventer .. Febco 825Y (l !'/2") per City of Newport Beach standards 2" brass inline valve. Ralnblrd #200-GB with Rainblrd Unik V80040 (latching solenoid) 0 ;PVC Nipple Schedule 40 0 :45° PVC Ell 2 2. Water Basin 5' Minimum Depth Behind Shrub or Tree 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. 0 - 12" pop-up rotor shrub head .. Hunter PGM-12-A-s.JV, 1.0 nozzle 5 I I &-t: 0 PVC Male Adapter cv Lateral Line 0 (Two) 2x2x24· Redwood Supports -0 @ 3" Minimum Depth of Smooth Grovel .c ~ 0 11---Rainbird Unik V80040 latching --- solenojd @ Rainbird battery operated controller . Unik V80020 (2 station) @) Rainbird 200-GB (2") brass valve (l)shown) REMOTE CONTROL VALVE with-controller 6 1J 0 0 ~ Q) Q) .... 0 .0 Bayview Way Locate Main l ' Off Sidewalk Top of 2: 1 Slope Concrete Sidewalk QC QC 3. Amended Backfill Mix. See Specifications 4. Scarify Sides and Bottom of Planting Pit 5. Existing 2: l Maximum 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 s,1ts with water and allow to percolate into the subgr□de. Plant and backfill must be thoroughly watered in directly upon initial planting. 2x Width of Rootball ~ ' SHRUB/TREE PLANTING: on slopes Fletcher Jones / / / l" Water Meter_per City of Newport Beach standards Locate @ Station 89+20 Locate Main l' Off Sidewalk ·---I" -E 0 --, ----------+ + + ------.---I" ---I" Toeof2:l Slope Concrete Gutter . Retaining Wall . ' DIETERICH POST REORDER NO. 145720 I I I I I ,. - / I 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 stainless steel bands. 6. The horizontal and vertical pipe shall be anchored within•12· of the sprinkler riser and a maximum of 10-0" on center by a #3x24" reinforcing bar with a "J" hooked radius 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. Backfill Mix for Shrub/Trees on Slopes 60% Native Soil 40% Nitrogen Treated Sawdust One (l) pound 12-12-12 per Cubic Yard of Mix Two ·c2nsounds 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. Water a!Lareas.tboroughly_aod.uoiformly._Continue watering at the frequency and_ duration necessaiy to germinate all residual weed seeds . and as directed by the City. Unless otherwise directed, maintain watering for not less than three (3) weeks. LI. 5. 6. 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 we.eds from slopes. Water planting areas thoroughly and continuously for three (3) days. Allow to dry for one (l) day prior to hydro-seeding. The top (1/4") Inch of soil surface shall show evidence of residual moisture at the time of hydro-seeding. 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 + Lyonothamus floribundus ssp asplenfolius .. Fem/eaf Catalina Ironwood 15 Gallon, no stake. Exact placement on the slopes per the direction of the City of Newport Beach. Hydro-seeding Mix per Acre One Thousand eight hundred (1800) pounds of Wood Fiber Mulch Three hundred (300) pounds fertilizer 16-6-8 Eight (8) pounds A triplex lentlformls breweri .. Coastal Quail Brush ~---__, Ten (10) poun1ds Baccharis glutinosa .. 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 , . 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 thafare 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, Concrete Gutter Retaining Wall NOTE Locate valves in one Ametek#l70104 (or equal) • i 12" 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, Toeof2:l Slope North 1"=40'-0" Parks Dept., with ( l) Ralnblrd Unlk field transmitter model #V8000 and ( l) Rainbird corresponding valve key Rainbird 33DK (for Rainbird 33DRC quick coupler). - d iC ~ ~ TATE 0\-. e, .' 3434 Via Lido Suite 250 Newport Beach, California 92663 (714) 675-2154 FAX (714) 675-1823 DATE BY DESCRIPTION APP'O. REVISIONS APPROVED San Diego Creek North Site PUBLIC WORKS DIRECTOR R.E.NQ ___ _ DAT~----------1 Irrigation· & Planting South Side of Bayview Way DESIGNED DRAWN CITY OF NEWPORT BEACH P.-5100-5 CHECKED PUBLIC WORKS DEPARTMENT SHEET l OF '1 l m , ' " 1 D ' ~ " > s " z !" " > " 0 " z " ? z I 0 r 0 " " L ~ 0 " i· D ~ ~ 0 .. " ~ ' ,. 2 0 C z < W. " D ' Si " ~ < z !" " ~ ~ 0 ~ z " ~ ,; z I 0 r 0 " " '" 0 0 " " C ~ ~ 0 C ~ ' 2 0 C z < m " D ~ ~ > " z "' " > C ~ " z " ~ z I 0 r 0 " " ' □ 0 -" " 0 ~ ~ 0 " ~ ' z 0 C z < I \.J\ =r: -l co z C s". [I] m JJ 0 JJ ~ z G) z C < OJ m JJ A) I '-(JI 0 4-, -w \ -J )o 0 I en 0 JJ ~ z G) z C < [I] m JJ 0 JJ ~ z G) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. ADAMS CITY OF COSTA MESA VICTORIA 19TH -,; <= Q ~ L 'c....J-.....J a. AVE. ST. "' 0 CD "' -,; I PROJECT LOCATION ST. PAc1r1c Ocz: 4;t; 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) 453-561.5. 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 ANO 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. 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. 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. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. CURBS SHALL BE INSCRIBED WITH A "w" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. 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 BEFORE CONSTRUCTION. CITY OF NEWPORT BEACH ~ 'YJJ,. STANDARD SYMBOLS 370 y -x--x- --@- D-o::- ---------____ 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 1.0. 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 0 ® CONSTRUCT 1 O" 1/J C-900 PVC PIPE, CLASS 150 CONSTRUCT 16" Xl 6" X 10" TEE WITH 10" GATE VALVE AND CONNECT TO EXISTING 1 fi' WATERLINE PER CONNECTION DETAIL 1 ON SHEET 2. EA. AR BO CATV C.F. i CMP CP DW 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 NO, 2 SHEET INDEX DESCRIPTION TITLE SHEET DOMESTIC WATER MAIN PLAN & PROFILE STA. 1 +00 TO 8+26 0 0 ® ® 0 ® ® @ @ @ CONSTRUCT 1 O" 1/J C-900 PVC PIPE AND 18"1/J STEEL CASING PER IRWD STD. DWG. W-13 CONSTRUCT 22-1/Z 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 W / a" GATE VALVE Bl 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 Fl~LED 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 1 30 L.F. 2 EA. 2 EA. 1 EA. 2 EA. EA. EA. EA. 1 EA. 1 EA. EA. EA. 2 EA. OWNER: FLETCHER JONES MOTORCARS 1301 QUAIL STREET IRVINE RANCH WATER DISTRICT NOTICE TO CONTRACTOR NEWPORT BEACH, CA 92660 (714) 833-9300 APPROVAL OF DOMESTIC WATER FACILITIES PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED. CONTACT: MR. RICH HANK!, CONTROLLER CITY OF NEWPORT BEACH FIRE DEPARTMENT • (FOT FIRE ~r:T!JTIONS ONLY) SUPERVISED BY : ~~\em~&_ -~/•~\~ AP REW y E REVIEWED BY SCALE JOB NO. 0606.053 PLANS PREPARED BY: ( ~ ASL Consulting Engineers DATE I "' DRAWN BY: D.L.B. 06L96 o.~~(o 1 I -97 One Jenner Street, Suite 200 DATE \ . Irvine, California 92718 DESIGNED BY· J.G. 06l'.96 IV I'-{714) '727-7099 DATE µ;/(!'/«. DATE DATE 1\/l5/"' DATE 1. UNDE.RGROUND 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 SIGNED ___________ _ SIGNED PROJECT NO. DOMESTIC WA TEA MAIN R·-'i1tJtJ-s BAYVIEW WAY CITY OF NEWPORT BEACH SHEET _1_ ilTLE SHEET OF 2 C ~ ~ ~ - ~ " ~ C --. ~ C ~ "i ~ C C ~ C ~ 1f " ~ ~ -;:: ~ C ii ~ C NO. DATE REVISIONS CHECKED BY: S.D.T. 06l'.96 1--___________________ ___., __ .....;..., _____ ....J.._.....J..._..J......_....;._ __ ...:..::::.:.=:.:.:.:. _____ _.l.;:~~.:.;;;;;;;~~;;.L._----...L......;..; _______ .....L ___ ....;._ _________ ...,L_...;..;.,,_ _ _J ~ ~ L □ C ' ~ " < > □ z ,. OJ n m ~ JJ 1- ~ 0 ~ z " ~ \; z I 0 0 r 0 JJ § □ n s 0 ~ D ~ . u ~ m 0 D ~ ··-rn z ' C z G) C 2 " -m z 0 ~ 0 0 C " " jj $ > s □ 2 !" OJ () m I< ~ :0 0 ~ 2 " V\ ~ -( --a ::a I ~ 01 . I \-.,J I lo 0 I 0 (/) <-oh t...,_) ~ \; 2 I 0 0 r 0 JJ , ~ n ~ s 0 0 " □ ~ . ~ u □ ~ m z C < 2 i5 G) C z < 0 z 0 '" □ 0 C ' 'ii ,. , < -> $ 0 " 2 !" OJ n m ,. :0 C ~ 0 □ 2 " I ! I // ~ \; z I 0 0 r 0 JJ iii n 0 ~ □ □ 0 ·a 9 0 0 ~ z < z 5 G) C z " ! I --1 l ' ·- i ' - -· I --T. .-. . ] .. ; ---- • ·- I-· CAUTION 1 6'' H.P. GAS SEE GENERAL NOTE I ,.. --_J[l ~. Cl L,J (D cO Ow m> = :::l'b. -i =>-U'I N 1+00 @, =: · -;; 8c ,_ G •. IS ~- , F=l r:=-'El: ---i U;J w r:i. d 2+00 ,. .:s+u - = =«>o '!'. 4nz . 4+00 FL PF~ 0 P --t- 5+00 JOJ\J.ES .\ •• RI< aGI ±Y 'ER = IF' -- = 6+00 PROPOSED 1 O" WATER MAIN 5 STA. 7+Go 8 7 SCALE 6 5 4 1-__::3_-+---+------------------------IDRAWN BY: i'i:: Ul = 7+00 JOB NO. 0606.05:J D.L.8. DATE 06/96 2 1---=1--+---+-.-----------------------:-.-,DESIGNED BY: J.G. DATE 06/96 NO. DATE REVISIONS CHECKED BY: S.D. T. DATE 06/96 . \ ... C. = = 8+00 PLANS PREPARED BY: - -- ASLConsulting Engineers One Jenner Street, Suite Irvine, California 92718 {714} 727-7099 200 '-----' I· ---- ·- - l· - -· ----1 SCALE: I HORIZ: 1" =40' VERT: 1" 4' l L B REMOVE EXISTING PLUG, TEMP. BLOW OFF AND THRUST BLOCK 16'' 0 DIP CLOSURE PIPE {PE x FLG) PROPOSED 1 O" R.W. GATE VALVE {FLG'D.) / PROPOSED 10"0 PVC PIPE _ ......... ,_1·;~ .. ! ·,:--,. =~· , ... •• ~ :·. ,c· (" ---:.-:I:;::::~~•~'t· r PROPOSED 16''x16"x10" D.I. _/,u'.._·: .. \:;.:·t·· TEE {FLG x FLG x FLG) '.••_;-·· ... ,, '·;,';:· ~,: .. :; .. .: ;•~ .~ ... • • • ~-THRUST BLOCK PER '-IRWD STD. DWG W-12. (TYP} 9 PVC x FLG. ADAPTOR - CONNECTION DETAIL I N.T.S CURVE DATA ( } R L t:,, T 1762.06' 305.11' 09'55'16" 152.94'. (8 1798.06" 310.12' 09'52'55" 155.44' . DOMESTIC WATER MAIN BAYVIEW WAY CITY OF NEWPORT BEACH PLAN AND PROFILE ST A 1+00 TO ST A 8+26 PROJECT NO. SHEET • OF 2 2 I V') ::c: --, -~ z C £ [l] m JJ 0 JJ ~ z GJ z C < rn m JJ :::0 I ' 01 \ -.J lo 0 i (/) 0 JJ ~ z GJ z C £ rn m JJ 0 JJ ~ z GJ A. B. C. D. E. F. G. H. I. J. K. L. ADAMS AVE. CITY OF COSTA MESA VICTORIA 19TH ST. PROJECT LOCATION ST. UPPER -S:: NEWPOR,);,>-"'-=--, BAY t .-""""""- [ /, AV[ TY OF WPORT EACH LOCATION MAP N.T.S. IRWD STANDARD SEWER NOTES THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL SEWER WORK SHALL CONFORM TO THE IRWD "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS° 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. STATIONS SHOWN AS IO+OO.OOI ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR. 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. 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. 0. P. o. R. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND 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 "s" INDICATING LOCATIONS OF ALL SEWER LATERALS. 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 BEFORE YOU DIG 1 UNDERGROUND SEIMCE ALERT OF SOUTHERN CALIFORNIA NO. DATE STANDARD SYMBOLS (250.00) --360-- 370 -x--x- @> --®- D- ~ ____ SD __ _ 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 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 INDEX MAP SCALE: 1" = 100' GENERAL NOTES 1. CONTRACTOR SHALL VERIFY DEPTH 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 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 EBAA IRON SERIES 1500 OR AN APPROVED EQUAL. CONSTRUCTION NOTES QUANTITY LIST OF ABBREVIATIONS 0 ® 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. 1279 L.F. 125 L.F. AR BO CATV 't CMP CP ow It. 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 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, DESCRIPTION 1 TITLE SHEET 0 0 DWG. 5-12. CONSTRUCT 48" 121 DROP MANHOLE PER IRWD STD. DWG. S-13 & 5-1. {PUBLIC) JOIN EXISTING 48" 121 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 I.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" 1Z1 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 1.301 QUAIL STREET NEWPORT BEACH, CA 92660 (714) 8.3.3-9.300 APPROVAL OF SEWER CONNECTION TO IRWD FACILITIES ,~(isl-a. ' DATE SUPERVISED BY 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~ DATE \\/\a/ SIGNED __________ _ SIGNED---- JOB NO. 2215.001 "<" ,I> DATE ,:> 0 REVIEWED BY PLANS PREPARED BY: ASL Consulting Engineers DATE FLETCHER JONES MOTORCARS SEWER FORCE MAIN PROJECT NO. f<.·57O0-S DRAWN BY: D.L.B. o6L96 No. C039261 One Jenner Street, Suite 200 1 DATE Exp. 12-31-97 Irvine, California 92718 DESIGNED BY· J.G. o6L96 C/VI'-(714) 727-7099 DATE CHECKED BY: S.D.T. 06/96 CITY OF NEWPORT BEACH TITLE SHEET SHEET OF 3 • .z ~ C C ' s ~ " " < " " .m OJ 0 m ~ JJ ~ 0 ~ z " ~ ~ z I 0 0 r 0 JJ R( 8 ~ ~ X □ ~ m 0 " ~ \ • z < z 0 (jJ ~ z m • z " □ C ' ~ ~ Co t z CD !" 0 m ~ JJ C ~ 0 X z " t./"l ::r -I ::0 -I ' CJ1 '-.J )o 0 0 ! -t-> U> -w ~ ~ z 0 0 r C ]] ~ r. ~ C C X X C ·c ~ C • ~ z < z c (jJ C z < • z m " C C " ~ ~ > < " z .m OJ r. m ~ ]] s C X z " ~ ~ • • ~ I -/ ~ 0 ' ~ C ' oc C , ~ I -C C ~ ~ , z I 0 D r 0 0 ]] > 0 ~ 8 0 " ~ 0 " ~ 0 ro ~ z < z 0 (jJ C z " -C , >-B ,, C C .; -0 0 " C 0 ® 0 © © ® 0 - - b ... II ' ~ ~ < u VJ 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 BAYVIEW PLACE CURVE DATA ( ) R L 6. @ 914.00' 576.57' 36"08'36" (B> 900.00' 698.11' 44"26'35" 11+00 T 298.24' 367.68' 8 7 6 5 4 ',, 2, 1 13+00 14+00 SCALE DRAWN BY: DESIGNED BY: 15+00 JOB NO. 2215.001 ;:,.'<; DATE ;:: U) D.L.B. 06/96 No. C03926 DATE Exp. 12-31- J.G. 06/96 DATE 16+00 17+00 PLANS PREPARED BY: 18+00 JAMBOREE ROAD 19+00 ASL Consulting Engineers FLETCHER JONES MOTORCARS SEWER FORCE MAIN One Jenner Street, Suite 200 Irvine, California 92718 CITY OF NEWPORT BEACH (714} 727-7099 SCALE: HORIZ: 1• =40' VERT: 1" =4' PROJECT NO. ~ li SHEET 2 i C: OF 3 ~ NO. DATE REVISIONS PLAN & PROFLE STA. 10+00 TO STA. 19+00 ~ .___ ________________ ____,L,._i.:..:..:.,:.:..1...,_ __ __:.:::.:.:=::.:::,_ ___ ~~~~;;;J._---==-___.L------_,l_~~:..:..:..:..:~::...:....::.:...:..:.~..::...:.:-1 __ _J t CHECKED BY: S.D. T. 06/96 ~ " D " ~ • p " z "' n > C ~ " z > n > z I 0 r 0 n 0 ~ 0 • ~ < z 0 C z < • m " 0 " ~ , ~ z _m 0 ~ 'ii 0 " z " ~ > z I C 5 ii n 0 0 ~ " ' 0 0 ~ • < z 0 C z ' 0 rn 0 c 5 • > < " z rn n > C ~ 0 " z " I ,j L/) :::c --\. - • \ I .c. C =s:: rn m :0 0 :0 ~ z G) z C =s:: rn m :0 0 :0 )? ~ z G) z C =s:: [IJ rn :0 0 :0 ~ z G) • ··-··:..:.==···_::_:_:_~-\-----~-------------------------------- 0 ® ® • ~~~ CONSTRUCTION NOTES CONSTRUCT 6" I/> C-900 PVC SEWER FORCE MAIN. CONSTRUCT 6" I/> C-900 PVC PIPE ANO 12" I! STEEL CASING. 1 /4" THICK, PER IRWO STD. OWG. S-12. CONSTRUCT 6" -90' DUCTILE IRON BENO & THRUST BLOCK PER I.R.W.O. STD. OWG. NO. W-12 $ QUANTITY 1279 L.F. 125 L.F. 1 EA. CURVE DATA ( ) R L /:,. @ 1782.06' 299.13' 09'37'03" (B} 1798.06' 310.12' 09'52'55" 19+00 20+00 oJI u" D:'.:fl ~ll NU jj " " " II II r.i;; I , , \ 1 • .: , .\ \ : . 'l L-' T 149.92' 155.44' ~ 21+00 22+00 23+00 24+00 J O J\J E'. S PROPOSED 6" SEWER FORCE MAIN ' I ' BAYVIEW WAY (PRIVATE SEWER) 8 7 SCALE JOB NO. 6 2215.001 5 4 DATE 3 DRAWN BY: D.L.B. 06/96 2 /1\ '1/9/'JC, REVISE!!> YYPICAl.. TRE>ICH SECTION DATE DESIGNED BY: J.G. 06/96 ENO CONSTRUCTION STA. 124+38 :I: I N11"55'25"E ___ _ --• - STA. 124+04.78 9 EC 'l~Of ESS / 0-1( D "'1 0 "' • r,. «: ,$ ;:,, <.; t> <". ~ "-<..; u'~ "" ,_ C, -;z_ -V> Orr, ~ No. C039261 ~ ~ Exp. 12-31-97 .: ~/: CJy\\, # ~ - PLANS PREPARED BY: ASL Con su I ting Engineers One Jenner Street, Suite 200 Irvine, California 92718 (714} 727-7099 ~ w ::c: xo <w ::! ~ - 0 in Q. Q. ::, 1/) z ::, 1.5' MIN. 12'± REMOVE EXISTING A.C. & U.B. REPLACE WITH 6" A.C. ~ V .__ 2" MIN. SCALE: HORIZ: 1" 40' VERT: 1" -4' EXIST. CURB '-+--REPLACE WITH 6" A.C. (TYP.} USE SAND (SE 30 MIN.} FOR BEDDING 2. TRENCH SECTION SHOWN DOES NOT DESIGNATE PAY LINES. 3. PAVEMENT REPLACEMENT IS FOR SECTION OF EXISTING BAYVIEW WAY WEST OF JAMBOREE ROAD. 4. 5. BEDDING AND BACKFILL SHALL BE PER PROJECT SPECIFICATIONS. TRENCH WIDTH SHALL BE O.D.+ 12" MINIMUM OR O.D.+24" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. 6. COLD PLANE EXISTING PAVEMENT (2" MIN. DEPTH} ANO RESURFACE. ' JOIN FLUSH WITH EXISTING STREET PAVEMENT FOR ENTIRE LANE ANO RESTRIPE TRAFFIC LANES/MARKINGS OF ENTIRE LANE IN WHICH TRENCHING OCCURS ANO ANY OTHER LANE DAMAGED DURING CONSTRUCTION. PROJECT NO. FLETCHER JONES MOTORCARS SEWER FORCE MAIN CITY OF NEWPORT BEACH R·57otJ-S SHEET OF 3 3 6' T "' 0 C ~ 0. Q, ,,,. g .,;- NO. DATE DATE <' or c~\.\''i;s CHECKED BY: S.O. T. 06/96 PLAN & PROFILE STA. 19+00 TO STA. 24+38 :t N N ~ L _______________________________ _J~~~~:l ______ !R!!:;E~Vl~S~IO~N~S~------.e~~~~ll;;;~~--==---L-----------.l....-----------------.1---------' 0 ~ □ " □ ~ m ' z C < s ~ r ~ " z z C < m m JJ 0 JJ ~ z GJ z C $'. m m :0 Sc__ __ _, " \; z I D r 0 " 0 ~ " 0 ~ B z L.>,;) 0 .....,. l>-) 0 JJ ~ z GJ z C < [D m JJ 0 JJ ~ z GJ ~ II 1,. .,_ C DNSTRUCTIDN NOTES ON -SIT£ IMPROVEMENT I • • 0---CH)llUC1 CUtllll tUU on, Pl~ OE TAIL ON SHUJ ND Z ©--tOtnllUtl CCICUTE cun UD &VTTl'-Pll D(UIL DII SltUT 11D.? © -CUISTltUtT tUU,[ll V·GUTTlP. PER DtUIL ON SHEU NO.'l. ©---Clll.UIUtl U•tlltl KlllUI CUU Pll DETAIL U §HtlT NU. Z. ©----tUlillUtT C.WTHP. tHANW.ll HK DE1l\L ON. 5MH.T 110. l © -to1m 'l:UCT t· tUUlH. ,uM! P[I DtUIL Dtl !.11lll Ill l I G) -CDWS1tUCT t' CDJilCUTE CURI AU ,u11EI PEl 0ll'-lL IN SHEET N.D.Z @-tOM\llUCT CDHIE.Tt rllllh:t SH.LL HIIPE PEIi DE.TAIL ON SHEET NI). t. (!)---tDNSTIUCT CDlilllTE PAlllNli HIUDL HR tlETllL HI SH[[J NO.l. @---CDli:fllUCT CD.liltllll 11:l[l DY[I .~ 1HICl CIUSH[D iDCl u.n PEI HCHll[tt·s D[TllLS no IIIECGllllUtDlUGIS Dr TH( 1iGltS. lHUIUI. @--tDISllUtl !i'" tGNCR[JE nu. , .. uun CR'U)Hll ""· US( PEI AUHITEGT'S DtUIL) HD lttCDMMENO&TiON\ Of lHl SOIL\ EUUtHI. I I I @---COltHIUCT AUIIITECTUIAt TIL[ QY[I 4•• THICK CDNCllTE HER 6,"CIISMED IIOtK PER lltH!HC.l"S lllAIL\ UID Rltlllll[NDlTJGU IF 11\f SOlli EN,IJ.E[R. @-tDNSUUtT ◄" ltHtl. liONtltTE Sllllll\.l PU HtMllltJ'S IETAlU + @-:OW.\11Utr 1•· II t 0YlR4M A.B. ,111E11.lNT IN HUVY UUtl DRIVES Pll a,mom.iorn01g IF THL SOILS urnxn1 ~@--tOlHllltJ l .. At DYlt4•A !. PAVEMENT UII AUTOMlllll DRIVES UI DUJLlV AREAS PEk kCtHUU.HOIITIOIIS Dr THl 5Dlll UH.UIIIUI "'@----ccu1R1JCT 1-IC DVU4'' A! PA'Vlll,lllT IN iWfllltlllLf P.Ul.JNli, HU~ P[ft. 1Ht11MM[IDATIH5 OF JIIE Ull!a Elll"JHER. @-tDNHlUtr l. t !ioHUI • IUIIP PU. AltHJTEtl'S DETAILS. @-coN5TRUC1 CCll:tl[l[ UND PlR DtTIIL OH SK[(T ""· 2: ®-tONSTIUCl CUtUH PU fill HAIIIUP ACCESS SVMIIIL Ill DtJAll ON SIIUT MD. l @--tOISJIUtT \M till.DMD COltttnE rnnt ,-1HICK CRU5Hll UCF. HU PU. HUlfflt1~ tl[UIL!a no THC l[t&IIUAlMDITIIII\ llf nu \llll!a [KG1'Hll. ' @--kHCCAH HI ft(PLICl Ell!illll.' l" All 'U.C.•111 IU.. UL'lll Pll HU. RlllllRlllUU OF IIU.B. COIUOLJDAlll 'IIITU IISTIICT )TD. D•&. llD. I, @-CDISllfiCl lttt\\ llll1 PU, TU ll8UllCW.tllU OF THI \1.1.t .• TIHt 14 AMO THE l.D A. /),.--.@ ®---cnnuc1 l[Tlll[D UITH I CELLUU,k tHFIUMUH 'tfll.L P[k SE.PIUTE PlAIS .,. IIAU CINIRltTU.. L!.l. !i>---~-tOUTIUCT l[T&IMIIH, CUll P[l n1unua1L lnlllEU'S D[UIU...- +. ASSUME 1•·1 t OVIR 4" A I. ,u SOil\ EICINtU'S J.ltDIUIEIUTIH\ Fil Pillllllllllll BIIIIIVt PIIPISlS. FIIA.L PAllM, n,111110 It llTllUUl[D n Sllll.5 lH.IIUtl lfllk uu,H ,ull\lG HI IIUI HI l JIN11l l 11LU(. Off -SITE IMPROVEMENTS : @-\Al/CUT ANI IEYO'll EllHlllli CIIIICllll tUP.B AIID GUTJU. @--5Ul'CUT &ND UllllH EIISTUlli CUCIET[ ma.WALi. ®-SAllCUT "" uaun lllSTIN~ AC PlnMEIH A.Ntl REPLAtt WITH FULL DEPTli AC. UIUl"H \' MIN WIDTH 10 UtlLITAH tUll C.llNSTIUCIIDN. ®--CfHl.5tl~CT CDW.tlElf. C.DM.MHC.IAL 11\V(Wn APPlOACtl. TlP[ ,. PU CIT'f or NlWPOIJ IEkCH 0 HI DUl'IW, NO.f»lD ·IU·L AMD AS N.OD!FltDPC'-llETlll OM illllT NII., J.11. nur.c. tf.11 F.I. \ \ 4 ' ,• ,__,.,.. / i I i 24.,4Tt lJ 1.., 11,. F.S/ <>7/ )~ / I \. \ ' ' \ \ " I I I I I -~ ,.0·1. \ ~ I \ I! 8 :: .... .. SHEET ' FINISH FLOOR GROUND LEVEL: 11.0G PAD \ =?o.08 \ \ ASiUMEO ll" SLAB !ttCTIIUI FDR BIDDING. PURPQl§.£5 TD BE t,ONFIUH:D PIIUR TO CDll'UlUtflDN .. --c·.---\ 11.lFtR TO UC111HCT'S Dllllts ON SHUT ND. A 11 FOR PA1111; Dllklll WURIU 1Hll UU. ~ f-. s ~.,; ' ...... u.: -~~ 'N~ ; ~--' ...... ' )~, .. ,,.,.. ...... '~·· . n.84 -g f.F.• U.91 NO. I . \ j:I 4 RlJl 1 AININCi "'"'·i;.,. ... i i \ \ \ . 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I j. 1 -a:;;;;;,:;;;_::;-=F~FF!FF9#=f==r4fH: '0·': ' ~ 'cc+-'-""c1-• I tf,lj --. ------ ~ ~ ~--{10.81) -,.r, ·-. 1't1s ... oo \ \ f I I i i ' ' .i 50.llT.C. UIF.5. !. ll'U. ,. ~3 F.5. ' , I '"' lANUSC~PE ~Rl.:A OCT O 71996 NOTE: All SIDPE, TO H lOP PE'R. DETlll / / -- 11 j _J,/ ~ I I l l, j I I PRECISE GRADING, PAVING AND DRAINAGE PLAN F'OR : FLETCHER JONES MOTORCARS SHEET NO. 3 '---::,-.::::,...._ 3300 JAMBOREE ROAD OF' ~ '..::--.::-., ',, NEWPORT BEACH, CALIFORNIA 10 :!',· '.:::----" '---------------------------------------------------------------------------------------------------------------,----------------------------------------------------------------------11111!11'!1~:;: 100 ·5'Z7 -u1 z C s:: t:D m JJ 0 JJ ~ z GJ z C s:: t:D m JJ A I . V ), Q Q • (/ 0 JJ ~ z G) z C s:: t:D m JJ 0 JJ ~ z GJ / - CONSTRUCTION NOTES : ON· SITE IMPRDVEMENTS : Q)--tDN!illUtt CGIIUlH C.UU DIU P,t OtU!l ON !tHEET NO ?. @----tllNSUUtJ CQlltlltl GUKII AND GUlHR PlJI Dtll\L ON SHEU NO. l Q)-c1111~tRUtT tuil;ll[rt v·r.UTT[R PlR Olllll ON utn NO Z ©--c.01m1ucr (lllttllH RIWII CUIB ,n DEU.il ON 5HllT NO.?. @--cumavt1 GUTT[,. CHlNNEt Pll DlTAIL •• SHUT N0.2. (D--tOHSTRUtT t" tllllltRUE CUii PEP. lllHIL IIN HHH NII. l ©--cows111.uc.T ?' CIINClll[ cuu Hilll f.UIHI Pt!\ IHTlll DM 'i.HlET ND 1 ©--cau11ur.1 CGNUHl PAIIIIUi, Hlll HJIIP[ PU Dllll\ ON SHUT NO.?. 0----- @-cusnuc, COlilCllll llltl tvll , .. rttltl CIUSHlD RO~l DAU Pll .IICHIHCT'S IEUlL5 UD llC.DIIULE.kDITlAI\ er 111.E Ull\ EHIIUII. @--taUllUtT ~ .. f.DNU,l 1£ tWll ... 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"It ®-{·ADJUH rum11:, VAULT TO Ulll( P[l lUBU11EMUTS or M.W tlCURlltl UNN(CflDN or.. .. 111) • ' "'\ @-c~11?..u;J""~~N~-~~a~~/-u~tuL-;:-RtD~~;;t;., Plll. 5tPllllE PLANS !11 111\.L CONTP.Atmj I ~ -------------------------------------· -- @--co11snucr I' WIIIE C.ONtlltT[ 'f·liUTTEP. p[I DETAIL CN ~HEH NO.?. @-,11sn11n lCCUS lilllP Pll TIU AEQU11111Ull5 or 111[ U.l.t,, TlfU l.4-HD lllE l.l.l. @-cum1un §" C0Ktll1[ 111\.11 Wll OVll , .. TU!Cl tlli'Sll[I ID" us, fll Hct\1Htl'5 llllll~ UI TH( lttOllllllND&llH\ If HI( 50\l) [N;.IJIHI. * lUUI[ l''A£ nn 4-"l.l P'U 501LS EUl■lll.'\ lltOUEUAllHS rn PllllatUII IIIIJIU PIIPDSES. Flll\ll. Pl1\"I& u,111111 U Ill llll\Nll 11 SGIU EKIIUI UHi II.IUH ,uDlllii HD usu II l FllllL I YA.LIi(. OFF· SIT[ lhlPROV£MENTS : @--sumr UP IUIUYI B1sm1, C.OUllH tun AND GUTIER. ®·-5AWCUI ANO 11[¥CWE EllSTINb CIIUlllE 'lilD[WllK. @--su1CUJ UD KU'IOVE E 0 m11N, AC PA\IEMlNT A.ND UPUtE 0 REMOVE I" MIii WJIH\ 10 Fltllllll£ CUii tOHSTIUCIION. WITH FULL DEPTH AC.. @---caim1ucr CDNCIHE lMlHENCI ACt[55 umwn PU Dlllll DN 5H1. Mil ,. ®-CIIU!RUCT TUlK BLOtl H'IHCENC'f ACCE.55 Pl'Vllli: Pll 'SOILS EN&lliHll'S RlC.DIIIMENDA f ION~ ADJUm,ENl Df UULl !111~ llPL~C[IHNI Of lD~(R 10 11( PIHFORIUI Iii MEfRDPOUTAll'~ fDIICi~ I ... / / (11D\JlC \?1. ll)Fl--· , , fl) PRDPD5tD DTH[IS L • SIGH B'f / / / / '. NITE: ALL '5LIIPE.S 10 Han 1[116 Al TOP HI DETAIL IN ma ND-• \ ' \ \ H.11T.C. u.11n. \ ' ' ' 1U1i C. 1 ;.11t':a. '-""""J " 0' ~ _t[I. \ r c:. ~~ J ..... ",,· \ \ ,. \ \ \ \ \ SEE \ '%' 311DT.C.\ 3 O. iOf. 5. 1/ / 1/ L.A- '--1!1.. ZS.a f.G. '(.\· ,Y j,;; L.A. _;.---ASSUME II" SLAB 5ECTIDN FIIR BIDDlMS PH.P0US TD BE· \ COIIFIRMED PRIIIR 10 CONSTRVCl\ON \ \ ~ ' FINISH FLOOR BROU~D LEVEL : 'l1.00 \ \ PAD \ :26.08 I 1 I?" \ ///// '\ \ ·, ' \ \ \5ME£T 1/ \ \ s I ( \ ..LL MIN \ \ l. FDR BUILDING INIERIBR SLOPl5 AND CRUEi REFER TD ARtHlrttr•~ PLAN5. Z FOR ROOF TDP PARllliC AREA\AJiD GRADES RU'[R TO ARCHIT£Cf'5\PUNS. ' \ \ ' \ \ ' \ \ \ NO. . ! \ I \1 ' I ! I 4?. 1· .. c. l., 1 ~-I Jl~AR UM 5 OF , CRDUND f DDR I I ~ I I 1\' ;I ·1•ETAIIIJ C WAL • tuuilu1L AID S 111.ll"ll EP. STJl rtlllA\. , 1 I ER&IN R'S 11E All!! ii 1, I 11 ii ii f.&. 11/) I \ I ! 3 \ ', \ \ I I I ' ' \ ' I ' \ I 5Z.50l~1i 5 .00[5, : \ ' ti~i 111 lS'z1• L=4i!'.J~1 I L.A. \ ' I I '. --1.01 "' ,/u.,1,---t-,--,---tt~Ttlr--t- HU ' 11.n u. I "tF.l-I I ,.. / 51 ~ F. ~ ~ \ 5!.80 T.C. • ?. E115T. P.P.tTD BE RllCCJ.UDl \ 1.0,"f . \ \ \1 ' i I i 11-----,<'--t-+-H-+-) .,l!:P,~L>-t------t1 --T.'i'. \ \b., SUil '\ r. F.l'., I • I I \ \ ~ ...,__],_. 5U6F.S. I i;i.1nc. HC.l!t!I. f"l.lrl. i / l'I' I ~ 4l" 11! C.W. D. T~RUN."E \ \ \, \ ,,. S"l ljlJ.C. 5"l.ll1 ~.S. ll' 'I I' I RSHC. i sz.ous.1 JJ-- Sl.461.C. I : \ ', ' \ \ \ \ ·, ·. \ ' I • ' \ '\ . \ \ I '. ~ \ \ • I \ '· ' I / \ \ \ \ \ \ \ \ ' ' ' I \\ ~ • \I '-. V. : . \ \ \ i \ \~ \t \; FLETCHER JONES MOTORCARS 4 3,00 JAMBOREE ROAD NEWPORT BEACH, CALIFORNIA OCT 071996 or 10 100-!!1 •. ·- to" ;- "'"· , i' ' -□ C m -" C □ .. ' )' ~ rn -> a , . ~:"\ ·- ·::. ... " . m , 0 ~ ~ -~ ~ 00 ' < z ~ ~ " ] e rn ~ 'I I D ~ ~ ~ " D ~ • ~ ~ ~ ' ~ ~ z m " l> 'ii CJ "' z ,, ~ I:: z :c CJ r CJ " 0 '!J 0 D ~ 15 z Ji z ,,, " l> C ~ 0 "' z )> ~ I:: z :c 0 5 " 0 "' ~ 0 ~ Q z C: $ Ill m ·:o 0 :0 ~ z G) z C: $ Ill m :0 1 \ IJ 1_ I ( ( ' 0 :0 ~ z G) z C: $ Ill m :0 0 JJ ~ z G) 1----------------------------------------------------------------------------------------------------------------------------------------------------------...;. ____________________________ ~\t:•~ -.\~·~ ,. , .. -·- ·,·~\ ... ~ -~ .• .. , ' \ , \ LINE / CURVE DATA: C6 C7 CB C9 \ L7 N 23":lll 22 W H.33 LB N 50'J9 06 W 7.50 l11 L\2 LIJ Ll6 ll 7 LIB l19 R.a.Q1US 9000 4500 <500 45 00' N 2J'JB 22 W 12.42 N 68"38'22 W 12.3 N J5"4I 00 E 1715 N 6615 47 E 22 5 N 2Y-+413 W 5.61 N 66JI 22 E 11.12 lENGlli 45.68 776 35.42 .._______ -. - \ \ \ \ ' \ \ \ , \ \ \ \ \ \ STORM DRAIN DETAIL •A•: ~ 23 05 ui RIM \ ~ i4 13 1 INV. L17-UNE ·9-4· 9 S=O 100 \ NV 14 65 INV. \ DELT• 29'0H2 0'3-SJ 00 45'05'51 <5'05'51 / \ \ / \ , r 41.14 5-0 0050 ' I ~l fa" :/ir.,; ! ' . ' ' ' , L _ _.j__ GB 33.26 ·mv. GB 22.97 = INV. _ ~ LINE ~9• g ~ ' 38 I I \ / § 0 c:\ ,n ~ / / \ , 0 ------- I // / I / // //' // / // SEE DETAIL "A" BEL / / / C ' i ' \ ) i ! \ ! ( ---, ' ' ' 25.49 24.JB --------= ---~ ,i==~ --=-tP~;J~~ ~r;~--~-~~_;;__~=~~~k;,-_;_:-_;_,;-~F~ese:=~=-=~=::-:=."=::-~= -----'-"""'; 1-cJ,F IJH----'.-__,,.,,_ .... \ ' ' \ \ I ,I Ii ' it 'I ii I ' / ~\ ;;j ////~ ,,,,.,,.,,. " ~., ~/;!f,.. ~~ -7 ~' / y NOTES : 1. ALL EXCAVATION ~THIN TWO 'FEET OF lHE EXISTING WATER OISTRICT PIPELINES SHALL BE DONE BY HAND. 2. ALL UTILITIES CROSSING WATER DISTRICT RIGHT-OF-WAY SHALL BE MARKED PER DISTRICT REQUIREMENTS. 3. CONTROL CABLES FOR DISTRICT WATER LINES SHALL BE PROTECTED IN f'.LACE. STORM DRAIN IMPROVEMENTS: @--CONSTRUCT CATCH BASIN PER CIT( OF NEWPORT BEACH STANDARD PLAN NO. 306-L (W & H PER PLAN) ®--CONSTRUCT MODIFIED CATCH BASIN PER DETAIL ON SHEET NO. 2 (W &: H PER PLA.N) ®--CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STANDARD PLAN NO. 304-l. ®--INSTALL 12" ATRIUM DRAIN, N.O.S. OR APPROVED EQUAL ( DOME TOP IN LANDSCAPE AREAS ) ®-INSTALL 36"' SQUARE INLET, BROOKS PRODUCTS NO. 3636 WITH TRAFFIC GRATE OR APPROVED EQUAL MODIFY INLETS TO ACCEPT PIPES AND FIELD POUR 0 THICK CONCRETE BASE TO li'll/ERT ELEVATION AS SHOWN PER PLAN. ®-CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD-310-L. -®-INSTALL S' PIPE (P.V.C .• SCHEDULE 40; A.8.S., SD R. 35; OR APPROVED EQUAL). ®--INSTALL ff' PIPE (A.8 S, S.O.R. 35; R.C.P., 15000; OR APPROVED EQUAL). ®-INSTALL B"' PIPE (A S.S., S.D.R. 35; R.C.P., 1500D; OR APPROVED EQUAL). ®-INSTALL Hf R.C.P., 2000D, OR APPROVED EQUAL. @-INSTALL 24• R.C.P., 1500D @----CONSTRUCT CONNECTION ASSEMBLY PER crJY Of NEWPORT BE:e.CH STANDARD PLAN NO STD-312-l. @)--STENCIL ON CATCH BASIN • NO DUMPING DRAINS TO OCEAN •, @)--INSTALL • FOSSIL FILTER" OR APPROVED EQUAL e-CONSTRUCT CONCRETE PIPE COLLAR PER CllY OF NEWPORT BEACH STANDARD PlAN NO. STD-313-L. @-REMOVE EXISTING PLUG A.NO JOIN EXISilNG R.C.P. ®-POINT OF CONNECTION FOR WALL SUBDRAIN = .5' ,.------------------------------------------~ I HYDRAULIC DATA 7.73' / STORM DRAIN DETAIL "B": SCALE. 1·=,o• 0 ! I , I • I I II I j. I I I i I I '. LINE/LATERAL LINE A LINE A LINE A LINE A LINE A LINE A-1 LINE A-2 LlNE A-3 LINE/LATERAL LINE B LINE B LINE 8 LINE B LINE 8 LINE 8 LINE 8-1 LINE B-2 LINE 8-3 LINE 8-4 REACH JS fj1 TO GB O COLLAR 5.10 GB C COLLAR TO JS /12 6.20 JS f2 TO ROOF DRAIN 13 00 ROOF DRAIN TO JS fj3 14 30 JS #3 TO JS #7 16.70 CB #3 TO JS #1 0.80 CB #4 TO JS #2 7.10 CB #5 TO JS #3 1.50 REACH CB #6 TO JS #4 2.60 JS #4 TO ROOF DRAIN 6,BO ROOF DRAIN (RO) TO RO 6.90 RD TO JS #5 8.00 JS #5 TO JS #6 9.40 JS #6 TO JS #7 12.30 CB #7 TO JS #4 0.70 CB #8 TO JS #4 3.50 INLET # 1 TO JS f5 1.80 CB #9 TO JS #6 3.30 LINE s, n D 0.0050 0.0024 0.013 18" 0,92 10 46 O.B7 4.80 0.0568 0.0035 0.013 16" 0.51 11.70 0.98 5.19 0.0441 0.0153 0.013 16" 0.83 13.04 1.35 7.76 0 0050 0.0040 0 013 24' 1.48 5.74 1.36 6.28 0.0050 0.0055 0.013 24' 1.74 5.76 1.48 6.70 0.0100 0.0001 0.013 18" 0.29 3.42 0.33 2.78 0.0400 0.0046 0.013 18" 0.60 6.29 1.04 5.46 0.0353 0.0002 18" 0.30 6.84 0.4B 3.28 LINE s, n D 0.0233 0.0006 0.013 1 a· 0.42 6.42 0.62 3.81 0.0117 0.0042 0.013 18" 0.84 6.67 1.01 5.31 0.0117 0.0043 0.013 16" 0 86 6.77 1.02 5.39 0.0117 0.0058 18" 0.93 6.94 1 09 5.79 0.0050 0.0017 0.013 24" 1. 12 5.31 1.1 0 5.31 0.0050 0.0030 0.013 24" 1.32 5.59 1.26 5.91 0.0400 0.00004 0.013 18" 0.20 5.19 0.32 2.59 0.0400 0.0011 0.013 18" 0.14 8 64 0.72 4.17 0.0490 0.0003 18" 0.29 7.70 0.51 3.40 0.1000 0.0010 0.013 18" 0.33 11 .45 0.69 4, 16 \ \ W=7.00' H=6.02' OCT O 71996 PRECISE GRADING, PAVING AND DRAINAGE PLAN FOR : FLETCHER JONES MOTORCARS 3300 JAMBOREE ROAD NEWPORT BEACH, CALIFORNIA SHEET NO. 7 OF 10 100-527 . ,'!' • • _i;: ·". ,_. '.- -J~ ~~ ·, I I ) z C s:: CD m JJ D JJ ~ z (j) z C s:: m JJ D JJ ~ z (j) z C $ CD m JJ D JJ ~ z (j) LINE / CURVE DATA: LINE 01R£CTIUN DISTANCE LI N 21"21'38" E 21 98' L2 N 66"21' _;a· E 51 53' u N 15•14'59· E 17 24' ,. N 39·20·54· F 30 48' L~ •N so·J:i'54 E 49 OB' L6 N 39·20•54· E 28 .35' L7 ' t,4":!0'~4-E : 70 27' l '' \ \ CONSTRUCTION NOTES WATER IMPROVEMENTS 0 0 0 0 G r.:-. V e ~ V l"•"-::.,L It>/[ H(Dk,\,'ll 1-'lK 1,-,~·•Nt Rt..'I,_., 1',Al[R U!SIRICT Sl:~•,l:J<D ~oi;1.,1nNG 1",,) cl.-t, ,r,-.,i.l,i, ltu,u-.;T tJLlrCII. 1-'lk 1t<,\"'l kAl; .... ti w.r.Hfi [,L':,lfOC: •:,lM,,JJ..k(, 0k'A1'111t'IIG MJ ..,_ 1:: ir.•, A.1 l-'L5T t"'1DIC.=.T(J,,P \/Al ,l f'lh' 1{!1,,<J,1-li).IENTS (JI r1k[:. l'cY:.;,, ••~u,1 ,,,,_;:.._ 1 ,.,,.Tl!, ~A,..,[ 1-'lo{ 11. .,~,l kAAC" v..i.T[~ 01SlR1Cl ':)rANDMU ::,k.:."'1'-C I'.,'.; w-7 1~,~J;,._ 0 Uv,.-1::ilt. ut._,t._..,,~•• ___ , .;;.:_f(fLV1'1 ,._,_,t._,~w. I ~~v •\I.--• • C.R01., .. L1 r;...:E L1r,,i( PER IAvlNE RA.",iCH 1'1AT[R 01sm1cr STANDARD _/DR1oni~,:, '""f'J 1'1'-16 COt,::,lf•tJ(T l'• 'J[HR INSTALLATION PER IR\11Nf RANCH 'WAT[R tJ,Sll-1,-:r SlN,DAkD DRAV.ING NO. l'V-l il-1SlA.t L PRESSURE REOUC1NG I/At_\'[ {:.S l"-IEQU1REO TO REDUCE 1--~l:)':,.ukl to 80 PS 1 ) 1.,Ql,:.,T1<1..;1... T ~T[RLII<[ [NCAS[J.J(til PE.R (l[lA,iL H[R[ON SEWER IMPROVEMENTS @ G 0 0 1'1':,lAU Ull.J",UUI l'lH IR\·IN[ RANC:H -,,,Allf< 01SH0CT $TAl'~DAR0 Cl-(A,1,lh\., l'.CJ !,-~ -_,, ..... r• CON(Fi! T[ Sf.,.,.! P lN(J.$£1,111,T Pfk IH( ~lOurR[tJ[NTS ;,., flAl[f-! DISlkl( I~ J..Nf. P(R DU.I..., ,,r;.,tor.i WATER ENCASEMENT DETAIL: t-lrl- ---r -s-.,. -- ,.,.:.H.IH !NL l[J Lil t 1,:::;.sUJ i',t~(~l 11[R P.l,~~11.IU.1,4 CU .. ltl • ,, j !." {_,;,Nr1:Jl [1£ -~1 HI! '.LlJ ' ' • ~ ' I f _J-~-, -;--"T --~ T -~---,-9="=:;r- I I l , l : I / .-----,-...., ........... , .... I ·. ' ', '' '"', ! U,jt WA.HR JAE1ER5 AMO HRVJCES TO Bt INHAlUO PER !t£PHATE IUPi0YLV1[1ll FlAlrl~ Pif PAUD BY AH i;OM~L'LT1M6 EN&IIUEll ""' AID APPROVED BY lllllif. RUltH WAHR 01mmr , ~**Sil( TO BE ~UlfllD ANO APP5!DVAL TO !E fll.OM l.lWD SV fJiELIII.( ~.'-...,_ CllNUA[IDK l'RIOR 10 IN'ilALLATIOI SEWER ENCASEMENT DETAIL: . -· ·-, I I- I r . ' . ------1~ ' ' '' 'i ' ••---••-1 I -" -I ( .I . . .·_·· ., •• ·•::.~--'.1 "' I GENERAL NOTES: LXl[.N[.1 r;l(.lTH EM.'~, '·'' 1..f.','\UL[ ur l"NC,,.,fM[Nf 1() A F'C,Jt,,[ l)N[ 11\Ul ';.Hrj!--'f l_11-' flh'ST f'lf'E J(IINl er·- 1•:•to~, ~,)(~fl1)NS ]'ECIFIEr• (IN PLAN :...r PL t FO/.'!,I tm THIN t·1.t..::.11;: SH[El, fli,' 1_,T1" t, A,:C,[~lKBLf. I.IATfPlAL T(, P.IP[ 1(, !'.--R(Vf Nl t:I• •'lD c!f.:TJ,i[LN PIPE ANl) CO!\i(RETE LSE (.L.A~S 5C:'5,,u CONL.FUE F0R ALL (J.•[:,. ' I 25.38 BJ]flOM _QF 2<.50 TOlj Of" SE ! L i 1 i ~ I ~~-~ 0. 2 60 B TT0Ml' OF ATER _' 2 .61fT POF SE R / . ' --------·-----------------' ' 24.21 BOTTOM OF S.ll I 23.21 TOP OF WA 1ER ' ---· .,... __ l" LAIIDC:.&AP£ METER W / iAl:lfLDW PRE.V[N.lDR PER SE.PAP.A"TE lMPROlfMUll PLAN.lj Bl A. 5 L r;OUULTIUr ENtlNE£R''5. : I I I I -----~ -- • ----- ' / ' I NOTES 1. 2. 3. ALL EXCAVATION Y..lTHIN TWO FEET OF THE EXISTING WATER DISTRICT PIPELINES SHALL BE ~ONE BY HAND. ALL UTILITIES CROSSING WATER DISTRfCT RIGHT-OF-WAY SHALL BE MARKED PER DI.STRICT REQUIREMENTS. CONTROL CABLES FOR DISTRICT WATER LINES SHALL BE PROTECTED IN PLACE. DETAIL "N" ' ' \ -..-- I ' ' I ' Ii Ii '' ·' ' L '--· I '' ~~ \ I I ~INV. ~o-' , / (7j)S=0.010 i ,, T 1-I S=O 03c@--' ' ' 't " ' ' I'' ' •'\ } l• .. ' • ! '\ : ' ' ii '--- 53 56 I I / j I MWD CROSSING DETAIL : N.OH: Al lOCATION5 WHEll lHf. PROPOSED fAClllTJES CIZOSS MnROPOUl!OU'S PIPELIME WITH ONE FOOT DF CLEAP.AICE OR. LESS THE FOLLOWlt.lG DllAll SHALL BE &DJ.15JRUCTED. J'-il,,-:-:.,.,;,,.;:;;;;;~;;,,,,,..,,JIJ!_[-'"p,,,rc,,-m•d •zpansion J(lial lillt!r ., NlJrEf ,_ SECTION A A I. r.,,,. m•fllotl ro H•r,,~d wh•n, fl,• uri.li.ly Jin• ;.. 24• or ,11•-1u in tllom,urr and flllf t:lt:t:t"ll•&r b~l•rtM /ht: .,,1/ly JIM atttf M.W. D. /HP• Ii tr cv l,:a. ~. Spttt:,17/ prol•t:lit7f1 Arllr /Jr r•1111lnd If /h,rpll/1',r liw• tllam•.lttr Is g,-ot•r tflart ACW. a. pfp• or ,F fiJ• ,:,,_,-ONr ,.,,. 11,11,,y ✓lnr 10 fM #lre,r 6-'uloc• 1, tnlnlmo/ onfl 14•rr ii 12••,. l~II 1:r•t1Hne1 1MN••tt AI.W..ll p/p,r Md lh 111/llly li4tf .. ~ Prrforni•rl r6l'ott•lon Jollf1 flll•r Ill t:tl"!Ply Ptllfb A!ll'M d,~ip,.tl.hpn D-1751-73, 4. M.W.tJ. '••'""''• 12"' min,mwn t:n11,Q1'~· Wh.,,, .. ~r po111bl,i:, 0.750 £xNJrttlion limi/$ .SEt:rJON TTPICA(. tXPANSION .JOtNr Fill.EA PIICrEer✓oN P"OH OYERCIIOSSIN(i or M.tt'.~. PIPELINC . , / ; -PROPOSED SEWER LIFT STATION AND FORCE MAIN PER SEPARATE PLANS PREPARED > BY ASL CONSULTING ENGRS. I / / I / I I ,/ ;' I OCT 071996 PRECISE GRADING, PAVING AND DRAINAGE PLAN FOR : FLETCHER JONES MOTORCARS 3300 JAMBOREE ROAD NEWPORT BEACH, CALIFORNIA SHEET NO. 8 or 10 I , I · I -"' 0 I I z C s:: CD m JJ 0 JJ ~ z GJ z C s:: OJ m JJ • tJ: 0 JJ ~ z GJ z C s:: CD m JJ 0 JJ ~