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HomeMy WebLinkAboutR_5706_S:r: u a: w t; c,;(1 ~ CD ---1-----l/--_'..'.'.'.:'.:'....._...'.:'..'.::__,--T fDffi EWE. Ii! ORA)l)E COOST CCll£GE BPJ(£A ~ $d> ~<f,~~ 1 ·O z 0 I-C) i I I CITY OF COSTA OAIWE CO. FAIRGROWDS ,;:,~/ -~1/. • ,/ ffi CITY LL 0 >-1- u I MESR a ~ ff VICTORIA . . . I.LI > a: ST. 1 .,...J---1=orn"'--t--=:--+-,« a: -'. I REDUCED SCALE SYM80L L IEGIEINJ[J) -0-POWER POLE 0 MANHOLE ~ FI RE HYDRANT D METER BOX --0--VALVE POWER POL.£ ANCHOR MONUMENT -x-x-x-FENCE ==:r= BLOCKWALL 0 TREE (l {J. SHRUBBERY -= UL UL .llL. ASPHALT PAVEMENT ::::::;:';:::::'::! BRICKHALK I : :i CONCRETE • L/////,JI BUILDING -----EXISTING CONSTRUCTION - ---PROPERTY LI NE ----NEW CONSTRUCTION ---!/..---CENTERLINE -·--S---~ SEWER LINE ---II ---WATER LINE ---G---GAS LINE -E--POWER LINE -TEL-·-TELEPHONE LINE -TV--CABLEVISION LINE -SP-SPRINKLER SYSTEM b STREET, LIGHT --,,-SIGN . AGENCY ' I --~' UPPER"° EWPORT _...l BAY r,'fl • J IT !, 0 ~lP EA SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA ~ISO.~ COMPANY PACIFIC ~ELEPHONE CO.~A.W CALL TOLL FREE 1~000-422-4133 BEFO:tE YOU DIG CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION , UMJERGROUND SERVICE ALERT 01?D "" 3 / OF ra ' I RV I NE NUMBERS 634-012S1 'q~0221 611 644-3011 962-2411 \, I U.C. I. 542-6222. AFTER 6:00 PM 542-3975 720-4040 _ 1-800-422-4133 ·, IPUBJL JI C WORKS DJEPARTMENT i~1H ~1~lE[E110 ie61~ ~1~EE1 C ((J) NTRA CT N ((J) o 3 ]_ ]_ ~ DIRECTOR OF PUBLIC WORl(S RCE 16791 PROJECT LOCATION MAP SCALE: 1"= 500' CITY(l) AND HYDROGRAPHIC ORANGE CO. .U. L. ·L. rr. DATUH OLD CITY .U.S.L. DATUJJ (2) DATU1J (3). HIGHEST TIDE (ESTIMATED) 4.8 7.5 106.6 J1EAN HIGHER HIGH rTATER 2.57 5.30 104. 37 }JEAN HIGH r7ATER(4) 4.60 HALF TIDE LEVEL (5) 2. 75 lJEAN SEA LEVEL DATUH OF 1929 0.0 2. 73 102.02 • ' }JEAN Lorr r7ATER 0.90 ' J1EAN LOT7ER Lorr r7ATER -2. 73 0.00 99.11 (3) - LO'JEST TIDE {ESTIJJATED} -5.2 -2.~ 96.6 NOTES: J. CITY ORDINANCE: NO. 994: TH[ SER u:va DRTUl1 OF 1929, RS [STRBI..I511[[] BY Tl£ UNITED STRTE:5 CORST AND G£0D£TIC SURVEY, IS HEREBY [STRBI..ISH£D RS Tl£ OFFICIRL • DRTUM PLRNE OF TH[ CITY FOR TH[ PURPOSE OF DIT£RMINING Tl£ GRRD£5 RND ELEVATIONS OF STR[[TS RNIJ SO.'[RS RND FOR RNY PUBLIC WORKS HITHIN Tl£ CITY, RND FOR MERSURING FILL OTHER GRRD[S, E1.£VRTIONS, OR SURFRC[ POINTS IN Tf£ CITY, EXCEPT THRT HRRBOR NORK, DREDGING, RND HARBOR STRLJCTUR[S MRY 8[ REFERENCED TO M[RN LONER LOI-I HRTE:R, RS [STRBLIS/£D BY Tl£ WITE:D STRTE:5 COAST RND G[0D£TIC SURVEY IN RND RROUND /\D!PORT HRRBOR. <ORD. 994, 1962: -1949..COD[ AND¥150J. .-··• • . . 2. BRS[D ON U.S,C. RNIJ G.S. TIM. ~ADINGS RT BRJ..BOR OC£Fil PIER. . . ; --3. BR5£D ON CITY ORDINFWC£ NOS. 623 RND 114 <Tl£ CONVF:RSION FRCTOR OF 99. 11 HRS B[[N IN GEN£RRL US£ FOR R IIU1B£R OF Yffl'RS RND IS RSsu-:ED TO B[ CORRECTJ. 4. Rl..50 REFERRED TO RS O/iDINF!,8Y HIGH TII£. ' ' 5. RLSO REFER~D TO RS MERN TIDE: L[V[L. E:XRMPLF:: GIVEN: E1.EVRTION 9.00 11.L.L.H. RT TOP OF BW<H£RIJ. ' ' FIND: M. S. L. E1.£VRTION TOP OF BULKHEAD (9.00 M.L.L.W.J M.L.L.W. -9.00 ~~-=-. ~I~ I -2. 73 M.S.L. -0.00 M.S.L. • 6.27 ' M.L,L,W. -0.00 ' -R£V. 9/93 ClllY Of' NE~JPORT !BEACH RPPROV£D: a.CJ. }l~ PUBLIC WORKS DEPARTMENT . DATUM PLANES [1/Tf: ~ 1 DIRECTO,V OF PUBLIC tm.(S R.C.£. NO. 12BOS I/ Jul 1994 sau: N, T.S. 11. GRRCIR STD-115-L-A SHEET INDEX TITLE SHEET CONSTRUCTION NOTES, SECTIONS AND DETAILS DETAILS DATE: lllj2.Mb • -~ ~~ ~ :ti No.JJt~[ \;J • Exp. C~ \)(IILLIAMSON & 1 SCHMID HUITT -ZOlilAPS - DESIGNED BY ORAWN BY CAVv' 2 3 4 4A 5 5A 6 7 8 9 ELEVATION PLAN-14TH TO 15TH STREET CONSTRUCTION PLAN -14TH TO 15TH STREET ELEVATION PLAN-15TH TO 16TH STREET CONSTRUCTION PLAN -15TH TO 16TH STREET STORM DRAIN -14TH TO 15TH STREET STORM DRAIN -15TH TO 16TH STREET R.C.E. 25553 'BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION G.P.S. 6273 AND STATION G.1;'.S. NO. 6302 BEING NORTH 74°22'16" WEST PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR, AS OF MAY, 1993. (SAID COORDINATE VALUES HAVE SUBSEQUENTLY BEEN MODIFIED BY A LATER COORDINATE ADJUSTMENT.) Ct\11\.. F Cl\\: 15101 RED Hill A~UE. • TIJSTIN, CALIFORNIA ~2680 • (71-4) 259-7900 BENCHMARK 1 E 6968 1.6 MILES NORTHWEST ALONG BALBOA BLVD. FROM THE_POST OFFICE IN BALBOA TO ITS INTERSECTION WITH 19TH STREET; ABOUT 250 FEl!:T SOUTHEAST ALONG THE CENTER LINE MEDIAN OF BALBOA BLVD. FROM THE CENTER LINE OF 19TH STREET, ACROSS FROM HOUSE NUMBER 1812, SET IN T!-JE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 0.6 OF FOOT HIGHER TI-IAN THE ROAD. 1976ADJ. 5.396 R,C E. EXPIRES • DATE ~~~«? 3,/?,\{"t, 0\\'.Z--"11 ,, CHECKED B'I' FlEI.D BOOK 10-11 • 12•13-14 STORM DRAIN DETAILS AND SCHEDULES STRIPING PLAN LANDSCAPE PLAN IRRIGATION PLAN PWG. N(). R-5706-S SHEET 1 OF 14 ., \. ~ 1 ~ e ' " s " m I I I I " m D 2 " D ~ z C < ~ D a " " " ~ I 0 r 0 n 0 " " 0 ~ 0 z . ,, ~ z I" n ~ ~ 0 " z ~ ~ I 0 5 " n ~ 0 el ;g m O er ~ ?i: D -< ::.:J .,, z n _ ½ ·'t -,~ .... " "" i"i .... ,)'), R/W R/W l----------------------'--·100·--------------------------1 ' \.'. I ,'t I '-5••------------4~5'----------.----------·5•·-------------,- 1 ' ' : 5'--' I 2• ·I 2· l----------43'---------..,.=---=--,....-----------43'~--------·~----, I I , I • f----12'---,.....--12··--...---12··--,--,--7'-, -7'--,--~12··--...---12· -I I I O • ·s-12'---, ,, ' I ' ' I ' , I I 6"TOff'CF 6"TO 8"CF I I -1.4% TO 1.4% TO OS% i ,. 1.4% TO 1,4,: TO ~ L' 0.5:1 TO 2.4:1 2.4% • • TO 0.5% T, 2.4:1 2.4% 0.5,: TO :_ (~~J2J.4~%=,-;--ir-==-:::::~=========::_~~2-~4%~.:..,___lll , 1,,,...:~2~.4~%+_;:::::=~=======::._+-:..~2-~4%~·~J.c---- Lv_:_:C··=· =··=· =·· _:_: _:..----------~[:.._--=· ::::JI_J ~, TL~:..·c· =__;_·_ l_c.---·---...:_ ___ 1_;__.::··=·::;·~=·J. J,- : .'.J DIETERICH POST REORDER NO. 145720 TYPICAL SECTION 1 4 TH TO 1 6TH STREET 44+94.23 TO 54+43. 70 HORIZ. 1"= 10' \. VERT. 1" = 5' STREET WIDTl;J TO THIS POINT 11 /2" • 6" / 18" 1'' T.C. ELEVATION PER PLAN \ • 1 /8" LIP 1/2"RAD. (TYP.U N.O~ \ F.L. ELEVATION / PER PLAN 'N \o + LI. u '-.. I/ r1o r: I r.-.-1 I 1,b-cl I I-,! JlmJ JlmillT 2'-2 1/2" PCC PAVEMENT I 4 CONCRETE CURB & GUTTER DETAIL ,1.5' 1 • 1-'- GROOVING TYP. SCALE 1"=1'-0" BALBOA BLVD 1 ,1 .5' _J,---;,.·.,----~-----,,_ _ _,_1.5' TYP. PCC, CROSS GUTTER DETAIL SCALE 1" = 1 O' BALBOA BLVD I 8'@ 8"CF I ~ ,,G () :1-t---6'----i--1 N! n X n <( (0 ::. "' ~' :..-----EXIST I I I I I I I CURB RETURN & HANDICAP RAMP SCALE 1'' = 3' 54 CURB I \ . r CURB CHIP OUT EXISTING STORM DRAIN STRUCTURE SIDEWALL, TIE-IN NEW STORM DRAIN TO EXISTING CATCH BASIN, PER APPLICABLE PORTIONS OF CNB STD.-303-L, AND GROUT NEW STORM DRAIN IN PLACE USING QUICK SETTING GROUT: . j'' I -_,-.... ' ·' ,_..: .. '' I I \ -~ ' " 6" -CLR TYP ~ \ / / 1 l 2 3 . r - GENERAL NOTES ALL WORK DETAILED ON THESE PLANS TO BE PERFO MED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED I~ THE CITY'S· • STANDARD SPECIAL PROVISIONS, OR IN THIS CONTllACTS SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WI ~H THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 1994 EDITION AND SUPPLEMENTS TO DATE.: 1·• • EXISTING UNDERGROUND UTILITiEs ARE SHOWN AS eER AVAILABLE • RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIEjD PRIOR TO BEGINNING CONSTRUCTION. 4 5 ALL EXPOSED CONCRETE SURFACES SHALL CONFOR IN GRADE COLOR DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. ' ' • STATIONING REFERS TO THE CENTERLINE OF STREET I . ' .. THE CONTRACTOR IS ADVISED THAT A SUBSTANTIAL PORTION OF THE MATERIAL THAT THE STORM DRAIN TRENCHING WILi BE IN IS A NON- COHESIVE SANDY SOIL. TRENCH SHEETING MAY BE r ECESSARY FOR WORKERS PROTECTION IN CERTAIN TRENCHES AND I XCAVATIONS. 8 EXIST MANHOLE r ~ CURB & GUTTER ( CONSTRUCTION NOTES 1 SAWCUT, REMOVE AND DISPOSE OF EXISTING PCC PAVING 2 SAWCUT, REMOVE AND DISPOSE OF EXISTING AC PAVING 3 SAWCUT, REMOVE AND DISPOSE OF EXISTING PCC SIDEWALK 4 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. 5 REMOVE AND SALVAGE EXISTING PARKING METER POSTS. 7 PROTECT IN PLACE 8 ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STANDARD PLAN I11-L '9 REMOVE AND SALVAGE EXISTING STREET SIGN 10 ADJUST TO GRADE 11 CONSTRUCT 8" PCC OVER 4" AB 12 CONSTRUCT 6112" AC OVER 7" AB 13 CONSTRUCT PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STANDARD PLAN 182-L MODIFIED PER DETAIL ON SHEET 2 14 CONSTRUCT PCC CROSS GUTTER PER CITY OF NEWPORT BEACH STANDARD PLAN 185-L MODIFIED PER DETAIL ON SHEET 2 15 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD PLAN 181-L-A&B MODIFIED PER DETAIL ON SHEET 2 16 CONSTRUCT LOCAL DEPRESSION PER STANDARD PLAN 304-L 17 CONSTRUCT DRIVEWAY TYPE II PER CITY OF NEWPORT BEACH STANDARD PLAN 163-L (X=3') 18 CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STANDARD PLAN 180-L 19 CONSTRUCT PRIVATE DRAIN THROUGH CURB (SIZE TO MATCH EXISTING) PER CITY OF NEWPORT BEACH STANDARD PLAN 184-L.· 20 INSTALL PARKING METER POSTS PER CITY OF NEWPORT BEACH STANDARD PLAN 912-L (USE SALVAGED METER POSTS). 22 CONSTRUCT 4-INCH THICK STAMPED CONCRETE PAVING .IN TERRA COTTA _ PATTERN AND FINISH SHALL MATCH THE STAMPED CONCRETE LOCATED IN THE MEDIAN IN BALBOA BLVD FROM 12TH TO 14TH STREET. 24 CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD PLAN 181-L·A&B 25 CONSTRUCT CURB AT MANHOLE PER DETAIL H_EREON. 40 CONSTRUCT CATCH BASIN PER CITY STANDARD STD. 300-L-A AND STD. 300-L-B, W = 4'-0", AND MODIFIED AS SHOWN ON ;;_3 41 CONSTRUCT 18" RCP WITH RUBBER GASKET JOINTS, 2000 D-LOAD WITH CONCRETE SLURRY BEDDING AND BACKFILL 42 CONSTRUCT MEDIAN CATCH BASIN WITH NORTH AND SOUTH INLET PER CITY OF NEWPORT BEACH STANDARD PLAN STD. 305-L, MODIFIED AS SHOWN ON st.3 43 CONSTRUCT CATCH BASIN PER CITY OF NEWPORT BEACH STANDARD PLAN STD. 300· L-A MODIFIED AS SHOWN ON si.3 44 CONSTRUCT MEDIAN CATCH BASIN WITH NORTH INLET ONLY PER CITY OF NEWPORT ...__ __, ...--t71--jl-. SLOPE TO DRAIN BEACH STANDARD PLAN STD. 300-L, MODIFIED AS SHOWN ON si.3 @ 6 30 31 32 33 34 35 MANHOLE -- / CONSTRUCTION NOTES REMOVE EXISTING POLE, FOUNDATION AND PULL BOX. SALVAGE AND RETURN TO TH CITY UTILITIES YARD AT 949 W. 16TH STREET. PROVIDE AND INSTALL TWO (2) 1-114" PVC CONDUITS (SCH. 40) WITH ONE (1) #8 BARE SOLID COPPER GROUND, ONE (1) #8 5KV STREET LIGHTING CABLE IN EACH CONDUIT (SEE DETAIL A ON SHEET 4A). INSTALL CONDUCTORS PER CITY OF NEWPORT BEACH STD. 204-L. PROVIDE AND INSTALL STREET LIGHT PULL BOX PER CITY OF NEWPORT BEACH STD.-205-L. · · INTERCEPT EXISTING CONDUITS AND SPLICE TWO (2) CITY OF NEWPORT BEACH FURNISHED BALLASTS. ' REMOVE EXISTING SEWER CLEANOUT 4TT BOX AND RETURN TO CITY TUTILITIES YARD AT 949 W. 16TH STREET. PROVIDE AND INSTALL NEW 4TT BOX 0 GRADE, PER CNB STD.-511-L. PROVIDE AND INSTALL THREE (3) 1.25-INCH CONDUITS 24-INCHES DEEP· TWO ~~:~i-ts WITH ONE (1) #8 BARE SOLID COPPER GROUND AND ONE (1) '#a SKV LIGHTING CABLE; ONE CONDUIT WITH ONE (1) #8 BARE SOLID COPPER GROUND, TWO (2) #8 5KV STREET LIGHTING CABLE. • PROVIDE AND INSTALL STREET LIGHTING PULL BOX 5 F WITH TRAFFIC LID PER DETAIL "C". INljTALL GROUND ROD AND BOND EXISTING CONDUITS AND ' NEW GROUND CONDUCTOR. .. ...._ \ I 45 46 CONSTRUCT JUNCTION STRUCTURE PER CITY OF NEWPORT BEACH STANDARD PLAN STD. 307-L REMOVE EXISTING CATCH BASIN {447 REMOVE EXISTING 12-INCH STORM DRAIN. ) -49 50 51 52 53 56 57 73 78 FIELD VERIFY LOCATION OF STREET LIGHT POWER LINE, PROTECT IN PLACE WHILE IN SERVICE REMOVE EXISTING MANHOLE TIE IN EXISTING 12" STORM DRAIN TO NEW CATCH BASIN PER CNB STD.-303-L. EXISTING 12" STORM DRAIN TO REMAIN REMOVE EXISTING 18-INCH CMP AND REPLACE WITH 18-INCH RCP WITH RUBBER GASKET JOINTS PLUG INLET PIPE AFTER ABANDONING CATCH BASIN AT BALBOA BLVD. PROTECT IN PLACE EXISTING ELECTRICAL POLE REMOVE EXISTING CATCH BASIN AND 12" PIPE AND PLUG OPENING AT THE CURB INLET CATCH BASIN #28 PROVIDE SUPPORT TO EXISTING SEWER PER APWA STD. 224 85 CONSTRUCT CONCRETE PIPE COLLAR PER CNB STD .. ~3'..'.13~-_.,_L~--~=~=---- ( 71 D. CH_IP OUT EXISTING STORM.DRAIN STRUCTURE SIDE WALL AND TIE IN NEW 18" ) \..__ /3\ RCP 10 EXIST. CATCH BASIN PER APPLICABLE P.ORTIONS OF CNB STD.-303-l. / 94 CONSTRUCT 12" RCP \'l'ITH RUBBER GASKET JOINTS 2000D LOAD WITH CONCRETE SLURRY BEDDING AND BACKFILL 95 CONSTRUCT MEDIAN CATCH BASIN WITH NORTH AND SOUTH INLET PER CNB STD. 300- L-A MODIFIED AS SHOWN ON S~3 36 INSTALL STREET LIGHTING PULL BOX, SIZE SF PER DETAIL "B" SHEET SA. l 2 - GENERAL ELECTRICAL NOTES CIRCUITS ARE SKV SERIES.AND MUST BE DISCONNECTED BY CITY ELECTRICIAN PRIOR TO WORK BEING DONE. EXISTING CIRCUITS MUST BE MAINTAINED UNTIL NEW CIRCUITRY IS ESTABLISHED. SPLICES PER CNB STD.205-L, APPLY SKOTCHKOTE. USE T & B 20·8 BUTT SPLICES, C·TAPS OR PRE-APPROVED EQUAL. -..,,.._____ ________ ~-------~-------~ 37 INTERCEPT EXISTING CONDUCTORS, SPLICE. 39 23 26 27 PROVIDE AND INSTALL NEW 68D POLE WITH 8-FOOT DOUBLE ARM FOUNDATION, GALVANIZED ANCHOR BOLTS, FIXTURE AND BALLAST PER CITY OF NEWPORT BEACH STD.201-L. INSTALL TWO (2) G.E. 250 WATT Hp s 6.6 SERIES REMOTE BAlLASTS, #ENC5SXS6010, TWO (2) G.E. 250 WATT Hp PS LUMINARIES, #M4RC91SXT1GMC31200-400WHP TWO (2) 250 WATT GE • • LUCALOX LAMPS. ' • • CONSTRUCT ALLEY APPROACH TYPE·A PER CITY OF NEWPORT BEACH STANDARD PLAN 142-L. CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD PLAN 181-L·A & B, CASE C. ) ) C-3118 BLOCK OUT MEDIAN CONCRETE FOR SQUARE TREE WELLS, (TYPl~CA~L~);;,;. :::::;::=::;'+------------.,.---r-:-::;:=;;,;:--------r-:-::-:------------___; ..... :-:--::-:-"""""-:-:=:-:-:=-~;.:.;:;~ \)VJLLIAMSON & SCHMID HUITT-ZOLlAR5 /0-4-1, SL_& doo GENERAL NOTES MY) An. 11 /') / STREET IMPROVEMENT PLAN /Q-S·f?Sl/};:, DD CONSTRUCTION NOTES W'fl VA ...... ,tcwL BALBOA BLVD. A ,IV\/\ PUBLIC WORKS illRECTOR co s c,·ioN NOTES //.7_9, S/12), I ODIFY NOTE 47 8 71 II" R.EiNO IG]9I N TRU , DATE "/:-'-::. DETAILS 8 SECTIONS . 15101 RED Hill AVENUE. • TUSTIN, CALIFORNIA 92680 • {7H) 259-7900 DESIGNED DRAWN PREPARED~~ R.C.E. EXPIRES DA TE t1.r~w ~~, l'lb ~vz:l IG_L DATE BY DESCRIPTION REVISIONS APP'D. DRS CHECKED JAM DATE 9/23/94 CITY OF NE\~JPORT BEACH R-5706-S· PUBLIC WORKS DEPARTMENT SHEET 2 DF 14 < ~ □ m " □ C ~ " • " 2 !" 12 C cl TI 2 " .., ~ I 0 r 0 " n m 0 0 ~ "' .., 0 " ~ m < ,; Q LOCAL DEPRESSION TABLE I, ~"t TYPE CL CB STAT. GUST.STA. TC/FL ELEV. II A 36+25.00 36+21.25 2 "\ 36+75.00 36+71.25 3N 36+71.25 3S C ~75.00 36+71.25 C 37+21.25 5N C 37+75~ 37+71.25 5S C 37 +75.00. \.~37 +71.25 6 C 37+75.00 ~1.25 7 C 38+25.00 8 C 38+75.00 38+71.~ 9 C 38+75.00 38+71.25 10 C 39+50.00 39+46.28 11N C 39+50.00 39+46.25 11S C 39+50.00 39+46.25 12 C 39+50.00 39+46.22 13 C 40+62.00 40+58.28 14 C 40+62.00 40+58.22 B C D 36+23.25 36+26.75 36+28.75 36+73.25 36+76.75 36+78.75 36+73.25 36+76.75 36+78.75 36+73.25 36+76.75 36+78.75 37+23.25 37+26.75 37+28.75 37+73.25 37+76.75 37+78.75 37+73.25 37+76.75 37+78.75 37+73.25 37+76,75 37+78.75 38+23.25 38+26.75 38+28.75 38+73.25 38+76.75 38+78.75 ~+73.25 38+76.75 38+78.75 3'\'\8.26 39+51.74 39+53.72 A 5.77 5.10 • 4.97 4.30 5.06 4.39 5.11 4.53 5.77 5.10 5.01 4.34 5.06 4.56 4.96 4.29 5.11 B 5.76 4.93 4.95 4.12 5.04 4.21 5.10 4.35 5.75 4.92 C 5.76 4.93 4.94 4.11 lff4.96 4.29 5.04 /;' 4.21 5.06 4.39 5.11 4.53 5.77 5.10 5.00 1// 4.99 4.17 YI 4.16 5.01 4.34 5.0~;1/' 4.38 5.05 5.06 4.38 4.56 :)1 4.94 4.96 4.11 4.29 //09 5.09 5.11 4.44 //4.26 4.26 4.44 5.01 11 4.99 4.99 5.01 4.34 I 4.16 4.16 4.34 4.97/j / 4.95 4.94 4.96 4.3ol/ 4.12 4.11 4.29 1 /,2 4.98 4.97 4.99 4.15 4.14 4.32 39+4~ 39+51.75 39+53.75 ~.06 5.04 6.04 5.06 4.39 4.21 4.21 4.39 39+48.2~ 39+51.75 39+48.24 ~+51.76 40+60.26 40+60.24 39+53.75,// 5.11 5.09 5.09 5.11 / ,I 4.44 4.26 4.26 4.44 39+53/l 5.56 5.54 5.55 5.56 4.89 4.71 4.72 4.89 40+63\\ /,16+65.78 5.44 5.43 5.43 5.44 \' •1, l'-------1--:::.4,.,_. 7.!.7_+__:4~.6"'0'-----1--C,'4"".6""0-+----'4"'. 7'-'7'-----l !--:-=1--::--t,--:-,,--::-::-:-,:--t-----+-----f------'', V-r 15N B 40+69.68 40+67.93 40+67.93 40+71.43 40+73.43 5.08 5.04 5.04 5.06 • I'\ 4.41 4.21 4.21 4.39 15S B 40+69.68 40+67.93 40+67.93 40+)il ~3.43 4.97 4.99 4.41 4.14 4.14 4.32 5.08 4.97 16 C 41+75.00 41'+71.22 41+73.24 ;,?'6.76 5.37 5.35 5.35 5.37 4.70 4.52 4.52 4.70 17N C 41+75.00 41+71.25 41+73.25 1'1+76.75 41+78.~ 4.79 4.78 4.78 4.80 4.29 4.11 4.11 4.30 17S C 41+75.00 41+71.25 41+73.;1/' . 41+76.75 41+78.75 ~ 4.90 4.87 4.87 4.90 4.23 4.04 4.04 4.23 18 C 41+75.00 41+:1,28 41+y6 41+76.74 41+78.72 \ '4.947 4.92 4.93 4.94 \°'Q; 4.09 4.10 4.27 19N A 42+44.12 42+47.87 4.~ 4.94 4.94 4.97 4.29. \. 4.11 4.11 4.30 42+40.37 p-42.37 42+45.87 19S A 42+44.12 42+40.37 02+42.37 42+45.87 /, 42+47.87 4.89 ~ 4.87 4.87 4.91 4.~ ~w ~w 4.N 20 C 42+75.00 42+71 fl 42+73.24 42+76.76 42+78.78 5.21 ,\ 5.20 5.20 5.21 4.55 \ \ 4.37 4.37 4.55 21N C 43+00.00 42p-25 42+98.25 43+01.75 43+03.75 4.65 \\64 4.64 4.65 4.15 3.V 3.97 4.15 21S 22 C 43+00.00 ,(,496.25 42+98.25 43+01.75 43+03.75 4.75 4.7\\ 4.73 4.75 l---+-~+------,1,'/,L-/ __ --1------,----+------l--4"'.""08"---1---'3"'.9""00\C>, \ 3.90 4.08 C 43+00.00 :'." I 42+96.28 42+98.26 43+01.74 43+03.72 4.79 . 4.77 ~ 4.77 4.79, // 4.12 3.94 ,\. 3.94 4.12 23· C 43+5oy1 43+46.22 43+48.24 43+51.76 43+53.78 5.16 5.14 I\\ 5.14 5.16 I I 4.49 4.31 I \ \i.31 4.49 24· C 4#00 43+96.22 43+98.24 44+01.76 44+03.78 :::: ~:!! ~~ ::: 25N c p+oo.oo 43+96.25 43+98.25 44+01.75 44+03.75 4.65 4.64 4.~~~ 4.65 4.15 3.97 3.97 4.15 25S I, C /,I 44+00.00 43+96.25 43+98.25 44+01.75 44+03.75 4.55 4.53 4.53 \\ 4.55 3.88 3.70 3.70 ,,· 3.88 26 // 44+00.00 43+96.28 43+98.26 44+01.74 44+03.72 45+25.00 45+21.28 45+23.26 45+26.74 45+28.72 ::~ ::~~ ~:~ :1\ 45+25.00 45+21.22 45+23.24 • 45+26.76 45+28.78 4.82 4.81 4.81 4.83\\ 4.15 3.98 3.98 4.16 \' 2' 1 75' I 75' 1.5' I 2' I 75' 1 75' 2' <C 0~ z (/) --.g ~ Vl-: e = u _, lu col~ u _, u I C 8 A / D C B I D D ' TYPE A TYPE B SCALE: 1' = 4' SCALE:.!"= 4' OIETER1CH pOST REORDER NO, 145720 2: CB# TYPE CLCB STAT. 29 C 46+16.00 30N C 46+35.00 30S C 46+35.00 31 C 46+35.00 32 C 47+15.00 33N A 47+38.55 33S A 47+38.55 34 C 47+50.00 35 C 49+05.00 36N B 49+11.05 36S B 49+11.05 37 C 49+13.00 38 C 50+35.00 39 C 50+37.50 40N B 50+36.55 40S C 50+36.55 41 C 52+00.00 42N C 52+35.00 42S C 52+35.00 43 C 52+35.00 44 C 52+75.00 45 C 53+ 10.00 46 C 53+10.00 47 C 53+85.00 48 c 53+85.00 49 C 54+00.00 1.75' 1.75' 2' 0 ~ z (/) ·= ~ru • _, <..> C B A TYPE C SCALE: I"= 4' A B 46+12.22 46+14.24 46+31.25 46+33.25 46+31.25 46+33.25 46+31.28 46+33.26 47+11.25 47+13.25 47+34.80 47+36.80 47+34.80 47+36.80 47+46.25 47+48.25 49+01.25 49+03.25 49+07.30 49+09.30 49+07.30 49+09.30 49+09.25 49+ 11.25 50+31.25 50+33.25 50+33.75 50+35.75 50+34.80 50+34.80 50+34.80 50+34.80 . 51+96.25 51+98.25 52+31.25 52+33.25 52+31.25 52+33.25 52+31.25 52+33.25 52+71.25 52+73.25 53+06.25 53+08.25 53+06.25 53+08.25 53+81.25 53+83.25 I 53+81.25 53+83.25 53+96.25 53+98.25 LOCAL DEPRESSION TABLE GUST. STA. C 46+17.76 46+36.75 46+36.75 46+36.74 47+16.75 47+40.30 47+40.30 47+51.75 49+06.75 49+12.80 49+12.80 49+14.75 50+36.75 50+39.25 50+38.30 50+38.30 52+01.75 52+36.75 52+36.75 52+36.75 52+76.75 53+11.75 53+11.75 53+86.75 53+86.75 54+01.75 D A 46+19.78 4.93 4.26 46+38.75 4.84 4.17 46+38.75 4.84 4.17 46+38.72 4.98 4.31 47+18.75 4.86 4.19 47+42.30 4.96 4.29 47+42.30 4.83 4.16 47+53.75 5.01 4.34 49+08.75 4.93 4.26 49+12.80 4.85 4.35 49+ 12.80 4.88 4.21 49+16.75 5.21 4.54 50+38.75 4.90 4.23 50+41.25 5.01 4.34 50+40.30 5.07 4.40 50+40.30 4.94 4.27 52+03.75 5.02 4.35 52+38.75 4.97 4.39 52+38.75 4.91 4.24 52+38.75 5.25 4.58 52+78.75 5.01 4.34 53+13.75 5.01 4.34 53+13.75 5.10 4.43 53+88.75 5.00 4.33 53+88.75 5.00 4.33 54+03.75 5.26 4.59 • Of E.SSiO,¼; , $ A. 41 No. 28106 Exp. 'al?,\ B 4.91 4.08 4.82 3.99 4.82 3.99 4.96 4.13 4.84 4.01 4.83 4.08 4.81 3.98 4.99 4.16 4.92 4.09 4.84 4.17 4.86 4.03 5.19 4.36 4.88 4.05 4.99 4.16 4.91 4.08 4.92 4.09 5.00 4.17 4.97 4.22 4.89 4.06 5.23 4.40 4.99 4.16 4.99 4.16 5.08 4.25 4.98 4.15 4.98 4.15 5.24 4.41 TC/FL ELEV. C 4.91 4.08 4.82 3.99 4.82 3.99 4.95 4.12 4.83 4.00 4.83 4.08 4.81 3.98 5.00 4.17 4.92 4.09 4.84 4.17 4.86 4.03 5.19 4.36 4.88 4.05 4.99 4.16 4.92 4.09 4.93 4.10 5.00 4.17 4.97 • 4.22 4.90 4.07 5.23 4.40 5.00 4.17 4.99 4.16 5.07 4.24 4.98 4.15 4.98 4.15 5.24 4.41 D 4.93 4.26 4.84 4.17 4.84 4.17 4.97 4.30 4.85 4.18 4.84 4.26 4.91 4.24 5.01 4.34 4.94 4.27 5.15 4.48 4.93 4.26 5.21 4.54 4.90 4.23 5.01 4.34 4.94 4.27 4.94 4.27 5.02 4.35 4.97 4.39 4.91 4.24 5.25 4.58 5.02 4.35 5.01 4.34 5.09 4.42 5.00 4.33 5.00 4.33 5.26 4.59 \)(IILLIAMSON & SCH·MID HUITT~ ZOLLARS 15101 RED HILL AVENUE. • TUS~N, CALIFORNIA 92680 • (714) 259-7900 DATE BY DESCRIPTION APP'D. REVISIONS APPROVED aewfl PUBLIC WORKS DIRECTOR R.E. NO Jl.0"791 DATE DESIGNED DRS CHECKED JAM DRAWN DATE 9/23/94 C-3118 STRIEIET IMPROVIEMIENT PLAN 18All80A BLVD. DETAILS CITY OF ~JEl:JPORT BEACH R-5706-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 14, I I ~ ~ I 0 5 " n m 0 0 ~ ~ ~ 0 " ~ • ' z _Q . r --+--- -~i- -- . I,,",',",",' -) ··: DIETERICH POST REORDER NO. 113013 NOTE: FOR • STOR VI DRAIN & BASIN COi STRUCTION CATCH SEE SHT. 6 \ 01 0 ----------t--t--t-t--------t----.~~Ro~ \){lfLLIAMSON & SCHMID PUBLIC WORKS DIRff.r~~, HUITT-ZOLlf,R5 • I----I--H---'----------t---=----=-10ATE ,,,.~E;~~--~--~-~--- 15I01 RED Hill A\tNUE., TIJS~N. CAUFOONIA 92680 ,_(114) 259-7900 JO-,H? MLfil ADD DRIVE-WAY .Rt ' ' PREPARCO UNDER~( ~ ' R.C.E. ·-DPIR£S at6\l'.l&i_ "''"\,c.4. DATE BY DESCRIPTION APP'O. OESltNJg REVISIONS CHECKED DRAWN LOI DATE 9-23-94 C-3118 STREET IMPROVEMENT PLAN ELEVATION PLAN •. BALBOA BOULEVARD 14th TO 15th STREET CITY OF NE\"JPORT BEACH R-5706-S PUBLIC WORKS DEPARTMENT SHEET 4 OF14 93156 -• ; '7Ti. 'n ! • -' !· - • '"fe) -~ . ... . . '.• .. f ~ s (,l % ~ { (l .en -I v \) <,: lei '"r.( <. :0-: ~ " l.'J. ~ z " ~ <;j ~ -I -. -\. l:j -\. 1-~ VJ "' -<i-. °' 1/l ~I 'I-") 'I-IJj It-* <o !G ~ 7 9 9 'l /0 /0 7 CURVE DATA DELTA RADIUS LENGTH TANGENT 1 90°00'00" 2.00 3.14 2.00 2 1°57'24" 5774.65 197.21 98.61 3 1°57'47" 5684.65 194.76 97.39 • 4 90°00'00" 6.00 9.42 6.00 5 180°00'00" 9.00 2827 6 90°00'00" 14.00 21.99 14.00 7 89°47'31" s.oo· 9.40 5.98 8 90°12'07'' 6.00 9.45 6.02 9 1°25'34" 5727.65 142.58 71.29 10 1°25'35" 5731.65 142.68 71.34 11 78°30'43" 10.00 13.70 8.17 12 0°17'26" 5739.65 29.11 14.55 13 0°17'26" 5719.56 29.01 14.50 14 78°24'51" 10.00 13.69 8.16 DIETERICH POST REORDER NO. 113013 s· TRENCH CENTERLINE I coNTRucr FINISHED GRADE PARKING METER POST LOCATIONS 45+87 46+14 46+57 47+01 1 2 3 4 5 CONSTRUCTION NOTES SAWCUT, REMOVE AND DISPOSE OF EXISTING PCC PAVING SAWCUT, REMOVE AND DISPOSE OF EXISTING AC PAVING SAWCUT, REMOVE AND DISPOSE OF EXISTING PCC SIDEWALK REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER REMOVE AND SALVAGE EXISTING PARKING METER POSTS. EXISTING STREET LIGHT ~I 'I CONDUIT TO BE ABANDONED (_--c;+~ CONSTRUCT STREET LIGHT 6-INCH MINIMUM SAND ~' L£j CONDUIT (1 1 /4" P.V.C) 47+57 48+01 48+45 48+89 7 PROTECT IN PLACE 8 ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STANDARD PLAN 11I-L 9 REMOVE AND SALVAGE EXISTING STREET SIGN DETAIL "A" ffi /0 /'I Cl: " ):! ~ ~ "' ~ , tlr r-: " ... /8 1--\.9 ~ 'l- ,.] •. :r ·.-_.· ; I :-r/ ' / ,, 1 .• ·-j :.-'. _. ' . 9 ij ~ \:lJ ~ K 0- 1:$ «i -~ -;: 0-1 0-- -\. l\) -\. ~ ---t--~ " \.9 " 't 'I-';j-~ /6, 17 7 SA. 'l.·,·~ J , ~ ~ I."' ;,,~ '-?" t\ • Cl\/\\.. ~F C!\l\~ -,PREPARED UNDER TI-IE suPrn~ ~ ~ & . I ....)...Q_'\Y;, c-..,. A!\Q lA 6 20 22 27 30 31 10 ADJ T TO GRADE 11 CONSTRUCT Ji.." PCC OVER .....1....." AB ' & 12 CONSTRUCTSJi" AC OVER _I._" AB . ---~-----------~-~3-~C~O~N~S~T~R~U;C~T~P~C~C~C~U~R~B~A~N~D~G~U~TT;E;R~PE~R:;-';:;C~ITY:;-:-;O~F~N~E~WPORTBEACHSTANDARDPLAN REMOVE EXISTING POLE, FOUNDATION AN PULL BOX. SALVAGE AND RETURN TO THE CITY UTILITIES YARD AT 949 W. 16TH STREET. INSTALL .PARKING METER POSTS PER CIT~ OF NEWPORT BEACH STANDARD PLAN 912-L (USE SALVAGED METER POST ). CONSTRUCT 4-INCH THICK STAMPED CO CRETE PAVING IN TERRA COTTA. PATTERN AND FINISH SHALL MATCH THE TAMPED CONCRETE LOCATED IN THE MEDIAN IN BALBOA BLVD FROM 12TH TO 14TH STREET. BLOCK OUT MEDIAN CONCRETE FOR SQ RE TREE WELLS, (TYPICAL) PROVIDE AND INSTALL TWO (2) 1-1/4" PVC CONDUITS (SCH. 40) WITH ONE (1) #8 BARE SOLID COPPER GROUND, ONE (1) #8 5KV STREET LIGHTING CABLE IN EACH CONDUIT (SEE DETAIL A ON SHEET A). INSTALL CONDUCTORS PER CITY OF NEWPORT BEACH STD. 204-L. PROVIDE AND INSTALL STREET LIGHT PULL BOX PER CITY OF NEWPORT BEACH STD.-205-L. I ·. 14 15 16 182-L MODIFIED PER DETAIL ON SHEET 2 CONSTRUCT PCC CROSS GUTTER PER CITY OF NEWPORT BEACH STANDARD PLAN 185-L MODIFIED PER DETAIL ON SHEET 2 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD PLAN 181-L-A&B MODIFIED PER DETAIL ON SHEET 2 CONSTRUCT LOCAL DEPRESSION PER STANDARD PLAN 304-L 17 CONSTRUCT DRIVEWAY TYPE II PER CITY OF NEWPORT BEACH STANDARD PLAN 163-L (X=3") 18 CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STANDARD PLAN 180-L 19 CONSTRUCT PRIVATE DRAIN THROUGH CURB (SIZE TO MATCH EXISTING) PER CITY OF NEWPORT BEACH STANDARD PLAN 184-L . 33 REMOVE EXISTING SEWER CLEANOUT 4Tj' BOX AND RETURN TO CITY •• ' UTILITIES YARD AT 949 W. 16TH STREET. PROVIDE AND INSTALL NEW 4TT BOX 24 CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STAND,?,RD PLAN 181-L-A&B TO GRADE, PER CNS STD.-511-L. 37 INTERCEPT EXISTING CONDUCTORS, SPLI E. 39 PROVIDE AND INSTALL NEW 68D POLE WI H 8-FOOT DOUBLE ARM, FOUNDATION, GALVANIZED ANCHOR SOL~• FIXTURE AND BALLAST PER CITY OF NEWPORT BEACH STD.201-L. INSTALL I: WO (2) G.E. 250 WATT H.P.S. 6.6 SERIES REMOTE BALLASTS, #ENC5SXS6010, TWO (2) G.E. 250 WATT H.P.PS. LUMINARIES, #M4RC91SXT1GMC31200-400WHP, TWO (2) 250 WATT G.E. LUCA.LOX LAMPS. ~6 .INSTALL STREET LIGHTING PULL BOX, SI E 5F PER DETAIL "8" SHEE ----.:...:· ___:·'---------._-----------~------------+~_,,.........,,,________,,,. /{,, . ~ ~ ")-.. ~ • 33 &/ f.-~ ;:i I:) \,j 17 C\j 9 ~~ ~ i9 \'I) \/-* ~ i it) t-- ~ c . 3 .. , . _:: .... -.. 6~ ··- /8 f.-ll) IIJ r-..: ~ ..J z (I) I o--!,.'J -.,_ ---::: II " ~ i-"' ~ l::: ~ <\J 11: \!) 17 /C, 7 -··v 't • .5 17 ~ <±} . ~ a • ~ S; \:),/ < ~ B ,0 ~ (J ll)' ,, !'I) 1: "J ~ i, t '() !!'l ~ <\J 't: ~ ~ NOTE: FOR • STOR I DRAIN & CATCH BASIN CONJ'TRUCTION SEE SHT. 6 1 "' I ~ I/} <: ' \!)' i .._ \J '? ~ ~1 11 25 CONSTRUCT CURB AT MANHOLE PER DETAIL ON SHEET 3 3 7 INTERCEPT EXISTING CONDUCTORS. SPLICE. &-, 1-1 I.I.I 1--. UJ (() ~ cc ... >< I- " ll) oo, "l ~ ., I • (l ~ • " . - .l=J_ ,.L ____ .,__: - ~ <J ~ ~ ~ C) .__ 1 . • • • I ! • • • Ir -, · I I I .... , CAUTION: NO MECHANICAL COMPACTION WITHIN 1 O' OF SEWER LINES. COMPACTION BY JETTING ONLY. ""' ~ ,I • . -' .... ._ I EXIST. ELECT. (2) 1.25" P.V.C. -14 r'l-1: z3 .&'lL.BaA a. lOrOO. 00 ;4msr, I0-21-17 M.ik, DRIVEWAY 'l-C-3118 DATE R.C.E. EXPIRES DATE ~{ffi.(5 v Ci. lflr\ !~. BY DESCRIPTION REVISIONS App'D. DESIGNED DRS CHECKED DATE 9-23-94 STREET IMPROVEMENT PLAN CONSTRUCTION PLAN BALBOA BOULEVARD 14th TO 15th STREET CITY Of tJE\"JPORT BEACH R-5706-S PUBLIC WORKS DEPARTMENT sHEET4A oF14 Q:l1!'ifl Ill ~ \) <: ----X--_,I ~J t d i _. -------- NOTE: FOR STORM DRAIN & CATCH BASIN CONSTRUCTION SEE SHT. 7 -_ _....;,... __________ ~-f".~~~.:..c......=.:.'---------i-'l\tv,.-'-'---'--1 GJAP!'ROVED u1w}_ /0-/-16 SL /1, ADD CROWN LI NE , ,r, - \)(IILLIAMSON & ·SCHMID PUBLIC WORKS DIRECTOR HUITT-ZOLIARS DATE 11.1,R::·;:·,-,-- 15101 RED Mill AvtNUE. • TUSTIN, CAIJfOONIA 92680 • {714) 259-7900 DESIGNED DRAWN lttillll ' ✓ ' C-3118 STREET IMPROVEMENT PL/A.N ELEVATION PLAN . BALBOA BOULEVARD 15th TO 16th STREET R-5706-S ' I 1-------------------------u DATE BY DESCRIPTION APP'D. DRS LOI CITY OF ~JE\"JPORT BEACH PREPARED UNDER TI-IE S1,PEHVl51_00~li I R.CJ:. _ r-~s CATE J._ _ _L _ _j_ ___________ :..__...1-_--1--;;C:;--,HE;::;C:;;K;:;EDc-=----toA;;:;T~Ec..:;.c..._--j 5 14 L------------,.,,,'~------------.;;";.... ________________________________________________ L;;;;;;;;;;::::: _\~oa::::::;:-""";iif:~:::-~\.J..;;;!:~v,..;;;;;;;;;;;;;;;;;;;;~!;;/M-.!;;;;;·'0;;;\(91/~;_;;'M"->::!;:::!;\l:;:'l!::i~L;;;;9;;;!·il'2~-:\;:;;\:.:~l~------....:R.::E:.:.V.::IS~IO:.:N.::S:.,_ ______ ..!..._~--'-----'--P-u_s_u_c_w_o_R_Ks_oE_P_AR .. T_M_EN_r __ 1,.s_HE_E_r __ oF== 93156 DIETERICH POST REORDER NO. 113013 l '-7 _ / _,_ I I I \ ~ I 0 5 1 2 3 4 5 .EX. ELEC N0.5 PULL BOX EX·, S --.________,,--. -. .. EX. TEL~·• l ,", ------- 54+43.70 MLBOABL. /0-r00.00 /G TH ST. END CONSJRUCTION ' 0 CURVE DATA DELTA RADIUS 90°00'00" • 9.00 90°00'00"' 6.00 90°00'00" 22.00 90°00'00" 2.00 1 so000·00·· DIETERICH POST R:EOROER NO. 113013 I-w w D: I- C/) .t=. --©I ,;-, I LENGTH -14.14 9.42 34.56 3.14 28.27 i '' ~ ' <'I) • "I- ii'i ' ' . '· a'/ s/ .. 1-.; ' ~ ~ 'I-? " ~ ~ ~ ::) (J ~ t '+ ~ . -\. iij 1, ~) ':) (\ ' I ,,~ 10 ,rj (\; J-. 26 --l h U) " -,\., fl,; ~ llJ ~ R lfi ~ C) "\-"I' ~ ~ TANGENT 6.00 22.00 2.00 //,, ~ (:ll ~ I ~t t ·- . • ·., .,.._,., ,. . -. ,.,_<, r ~ :§. \-:II Cl;) I) { '1--g 1\, l\l ' '-9 1'. tJ i.i ...... '\ 0,,. -\. It 'I) ~ ~ "\-1'-~ \\-~ '11., !G 17 BLUE (W) 017 YEL. (G) 016 YEL. (G) 016 BLUE RED (W) 017 (H) 009 DETAIL "B" N.T.S. BLUE (W) 017 RED (H) 009 SF PULLBOX WITH TRAFFIC LID PER C.N.B.·20S·l. GROUND ROD WITH #8 BARE, SOLID COPPER, GROUND CONDUCTOR, SPLICES PER GENERAL ELECT. NOTE "2", SHEET 2. BLUE BLUE RED j YEL. RED DETAIL "C" N.T.S. EXISTING CONDUITS SF PULLBOX WITH TRAFFIC LID PER C.N.B.·205-l. . !G ~ ~ ~ "9 'l- 7 Ci 'l-~ -· t;) '11, 1'. •1U> ~ ~ Ii) Cl. @) .. "I-~ '\ .,. ~11' 17 . ~;-.· ~'--. (..:.;.; "' cJ ·ezl d /8 8 0j gl !D ~ I'-( "\-\\-~ ii, /G 20 22 26 27 30 31 32 34 35 /),,, CONSTRUCTION NOTES INSTALL PARKING METER POSTS PER CITY OF NEWPORT BEACH STANDARD PLAN 912-L (USE SALVAGED METER POSTS). CONSTRUCT 4-INCH THICK STAMPED CONCRETE PAVING IN TERRA COTTA. PATTERN AND FINISH SHALL MATCH THE STAMPED CONCRETE LOCATED IN THE MEDIAN IN BALBOA BLVD FROM 12TH TO 14TH STREET. CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD PLAN 181-L A&B, CASE C. BLOCK OUT MEDIAN CONCRETE FOR SQUARE TREE WELLS, (TYPICAL). PROVIDE AND INSTALL TWO (2) 1-1/4" PVC CONDUITS (SCH. 40) WITH ONE (1) #8 BARE SOLID COPPER GROUND, ONE (1) #8 5KV STREET LIGHTING CABLE IN EACH CONDUIT (SEE DETAIL A ON SHEET 4A). INSTALL CONDUCTORS PER CITY OF NEWPORT BEACH STD. 204-L. PROVIDE AND INSTALL STREET LIGHT PULL BOX PER CITY OF NEWPORT BEACH STD.-205-L. INTERCEPT EXISTING CONDUITS AND SPLICE TWO (2), CITY OF NEWPORT BEACH FURNISHED BALLASTS .• PROVIDE AND INSTALL THREE (3) 1.25-INCH CONDUITS 24-INCHES DEEP; TWO CONDUITS WITH ONE (1) #8 BARE SOLID COPPER GROUND AND ONE (1) #8 5KV STREET LIGHTING CABLE; ONE CONDUIT WITH ONE (1) #8 BARE SOLID COPPER GROUND, TWO (2) #8 5KV STREET LIGHTING CABLE. PROVIDE AND INSTALL STREET LIGHTING PULL BOX, 5 F WITH TRAFFIC LID, PER DETAIL "C". INSTALL GROUND ROD AND BOND EXISTING CONDUITS AND GROUND CONDUCTOR. 37 INTERCEPT EXISTING CONDUCTORS, SPLICE. 39 PROVIDE AND INSTALL NEW 68D POLE WITH 8-FOOT DOUBLE ARM, FOUNDATION, GALVANIZED ANCHOR BOLTS, FIXTURE AND BALLAST PER CITY OF NEWPORT BEACH STD.201-L. INSTALL TWO (2) G.E. 250 WATT H.P.S. 6.6 • SERIES REMOTE BALLASTS, #ENC5SXS6010, TWO (2) G.E. 250 WATT H.P.PS. LUMINARIES #M4RC91SXT1GMC31200-400WHP, TWO (2) 250 WATT G.E. ' . LUCALOX LAMPS. 36 INSTALL STREET LIGHTING PULL BOX, SIZE SF PER DETAIL "B" SHEET 5A. TG cli ~ <:lJ \ t;) t;) IJj II) 'I.. ~ ~"" .. ; ... ... :.·. ~· ~, i "" (\j -~ , .. ~ 3 7 I>: ! t:! UJ ,: f~ ~ tJ ' " .. + 0.: z Cl V) -Cl IJJ 3 "" ,7~•" {/,,',"/"/» !i " FESS/ A. M1. r ... -_··.~-;. ~ \-,! I) \) \) C) -\. ...... ~ '1- '11' JG LF1::,,.J"1~--~!. ,., . 1Q6 g • ('!,\ 'll1,!o " • /VI\.. ' 'l" OF C~l\ r (;),::','( '/ ,' / ,' l' ------~ • • < ,' , ,) '.id .. : .. ,', • ~•: • I "' . z7 .. .. I ' ,., .-. ... .... - s STREET LIGHT PB 31/,F \JVILLIAMSON & SCHMID HUITT-ZOLLARS 15101 R£D Hill. Av£NUE. -. TUSTIN, C~FORNIA 92680 • (714) 259-7900 27 PARKING METER POST LOCATIONS 50+57 51+01 51+45 52+03 52+28 52+72 53+16 53+60 53+87 & ' ' J(; ·I 0/0~G7 BCR 4 • tJ I', 1 2 3 4 5 7 8 10 11 12 13 14 15 16 17 18 19 CONSTRUCTION NOTES SAWCUT, REMOVE AND DISPOSE OF EXISTING PCC PAVING SAWCUT, REMOVE AND DISPOSE OF EXISTING AC PAVING SAWCUT, REMOVE AND DISPOSE OF EXISTING PCC SIDEWALK REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER REMOVE AND SALVAGE EXISTING PARKING METER POSTS. PROTECT IN PLACE ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STANDARD PLAN 111-L ADJUST TO GRADE CONSTRUCT JL" PCC OVER __1__·· AB CONSTRUCT 6.5" AC OVER _7_" AB·. CONSTRUCT PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STANDARD PLAN 182-L MODIFIED PER DETAIL ON SHEET 2 CONSTRUCT PCC CROSS GUTTER PER CITY OF NEWPORT BEACH STANDARD PLAN 185-L MODIFIED PER DETAIL ON SHEET 2 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD PLAN 181-L-A&B MODIFIED PER DETAIL ON SHEET 2 . , CONSTRUCT LOCAL DEPRESSION PER STANDARD PLAN 304-L • CONSTRUCT DRIVEWAY TYPE II PER CITY OF NEWPORT BEACH STANDARD PLAN 163-L (X=3') CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STANDARD PLAN 180-L CONSTRUCT PRIVATE DRAIN THROUGH CURB (SIZE TO MATCH EXISTING) PER CITY OF NEWPORT BEACH STANDARD PLAN 184-L • 23 CONSTRUCT ALLEY APPROACH TYPE A PER CITY OF NEWPORT BEACH STANDARD PLAN 142-L 24 CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD PLAN 181-L-A&B 25 CONSTRUCT CURB AT MANHOLE PER DETAIL ON SHEET 3 28 CONSTRUCT MEDIAN TAPER (W=10' L=60') PER A.P.W.A.. STANDARD 108-0 I I ' r, l ;,,-t ., • ¼ ti CAUTION: NO MECHANICAL COMPACTION WITHIN JO' OF SEWER LINES. COMPACTION BY JETTING ONLY . /oroo.oo 1srM -s-r.: ✓1~ °'off'~ Ill •J • f ~-,. ,Y_ / .. · 1 · ... {f:~ u t ·.·~·----·,~. I .. '7+38 \:)1 -~ ; ((\ ' ' .Jl:J/N. eX/.ST. ~ { ; I • I . () t;) ~ () Cl Co ~ ~ ~ 0 ~ (<) " ~ C) ~ ;, "\-<ii ~ \\-~ V ~ ~ ~ -11: /lo Tio 3G NOTE: FOR STORM DRAIN & CATCH BASIN CONSTRUCTION SEE SH,:._ 7 I0-11-97 Nl.ttfu. ADD STREET LIGHT PB --~-~ .... - I -C:1 -LO . ,- APPROVED , 0·2•'!(, SL II::, ADD PAVEMENT THICKNESS "'\I} j . 0-2.-1? SL&, ADD CONSTRUCTION NOTES YW) J::v. (.L2:S2-'-J".=...=#,=}...'.:!====-'--'-'=:....:...:=.:__:_:.:::....:..::..::_-t:-;VW)=-1pu LIC WORKS DI RECTOR iJ.,.qC SL ADD DETAILS R.E.NO 14-Z"'( fl-5-11 SL/b ADD STREET LIGHTS ('{() DATE /, DATE BY DESCRIPTION APP'D. DESIGi~S REVISIONS CHECKED DRAWN LOI DATE C-3118 STREET IMPROVEMENT PLAN CONSTRUC1ION PLAN BALBOA BOULEVARD 15th TO 16th STREET CITY Of ~JE\•Ji>ORT 3EACH R-5706-S PUBLIC WORKS DEPARTMENT SHEET SA OF 1 ~ 93156 " D C z < C m 0 m . " " a " ~ " > " z !" n /! '\i D ,n z " ~ z ~ D 5 " n "' a D " ,n a ll C m " ,n C m ~ C < z iS C C z < -m m " a " ~ " C > " z !" n )> C ~ D ,n z " ------------- ', ,--------------------------------------------------------~------:,:-P::~-------------------------------------------------------------..;,,, w ~ CONSTRUCTION NOTES CONSTRUCT CATCH BASIN PER CITY STANDARD SW-300-L-A AND STD-300-L-B,~- W 4'-o': MODIFIED AS SHOWN ON ~ CONSTRUCT 18" RCP W/ RUBBER GASKET JOINTS, 2000 D-LOAD WITH CONCRETE SLURRY BEDDING & BACKFILL. CONSTRUCT MEDIAN CATCH BASIN WITH NORTH - AND SOUTH INLET PER CITY OF NEWPORT BEACH 4 2 STANDARD PLAN • @ STD-305-L, MODIFIED AS SHOWN ON D-0 ~~~-:;;:;;;,~~~~~-------.___,,______-)""-'coNSTRUCT JUNCTION STRUCTURE PER CITY OF ,,,.--....._ NEWPORT BEACH STANDARD PLAN STD-307-L. .5 ND PER DETAIL A 5 OWN ON---- REMOVE EXISTING CATCH BASIN. , SD-3 REMOVE EXISTING 12-INCH CMP STORM DRAIN. 6 5D-3 2 STA. 50+00 FIELD VERIFY LOCATION OF STREET LIGHT POWER LINE. @ CHIP OUT EXISTING STORM DRAIN STRUCTURE SIDE WALL AND TIE IN NEW 18" ~ ,RCP TO EXIST. CATCH BASIN PER APPLICABLE PORTION~ OF CNS STD.-303-L. @ REMOVE EXISTING CATCH BASIN & 12" PIPE AND PLUG OPENING A T THE CURB _ INLET CATCH BASIN, # 28. 0. @ CONSTRUCT CONCRETE PIPE COLLAR PER CNB STANDARD sm-313-L. CONSTRUCT 12" RCP W/ RUBBER GASKET JOINTS, 2000 D-LOAD WITH CONCRETE SLURRY BEDDING & BACKFILL. @ CONSTRUCT MEDIAN CATCH BASIN WITH SOUTH &, INLET ONLY PER CITY OF NEWPORT BEACH STANDARD PLAN 4 STD-300-L _ MODIFIED AS SHOWN ON D- CHIP OUT EXISTING STORM DRAIN STRUCTURE SIDEWALL TIE-IN NEW STORM DRAIN TO EXISTING CATCH BASIN PER APPLICABLE PORTIONS OF CNB STD.-303-L, AND GROUT NEW STORM DRAIN I PLACE USING QUICK SETTING GROUT. ESIGNERS NOTE: THE DESIGN OF THE STORM DRAIN SYSTEM SHOWN IS BASED ON THE PRELIMINARY STREET IMPROVEMENT PLANS PROVIDED BY WILLIAMSON & SCHMID, RECEIVED ON JULY 15, 1995. THE STORM DRAIN SYSTEM SHOWN HEREIN SHALL BE COORDINATED AND VERIFIED WITH THE FINAL STREET IMPROVEMENT PLANS PRIOR TO CONSTRUCT/ON. vi :s:: -kl < 4 -- .. 2 --- .. - -0 -2 s TA. 50+00 s ""o.14-% 18"¢ R.C.P, o/? 0. , ~ ~~-£.-. ' .... ·o ...;, a:i u STA. 49+00 -~ "lfu c:ci u ·- ... - --- - - -" 7 ~ C-. ' 0 ·...s,o STA. 49+00 -- ~-~ (/). ~ 0 FINISHED SURFACE==h: h S 0.10% 18"¢ R.C.P. (/) x lei 1500 D LOAD STA. 48+00 ------- • FINISHED SURFACE .. . .. -·-·· 1500 D LOAD :5 0.11 % 18"¢ RC.P ··-- STA. 48+00 c:ci u PROFILE "A " SCALE : HORIZ. 1" = 20. O' VERT. 1" = 2.0' -·-- - b~ O· I ~~- PROFILE "B" SCALE: HORIZ. 1" = 20.0' VERT. 1" = 2. O' ' -s 0.10% 18"¢ R.C.P. STA. 47+00 ~ - ~ c:ci u ~ C-. ' 0 "G 0 STA. 47+00 s 0.1.% 18"¢ R.C. - c:ci u ·-. --- ~\]. ~.L . .. ·- t;'o Q, ,, 2000 D LOAD WITH CONCRETE SLURRY BEDDING A VD BACKFILL S 0,52,% /8"¢ R.C.P.- STA. 46+00 O') ~ . - c:ci ( . -------- ----- --·- --------- -- ----· --. --- -·------- . - -- STA. 46+00 - 4 2 -0 -2 STA. 45+00 -- ----------· - - 4 ----- ·- ----...... -2 -· --- --·-. - . ----0 -· ----- ------ -·--·- --·---2 - STA. 45 +00 V • I I \ (ti OF C.B. 1/37 ROTA TE ct OF C.B. #34 NEW 18"¢ RCP 1 OF C.B. #30 & 31 -• ct OF C.B. #27 Q v y -EXIST.~,5"ACP .-l .. 1 ~S4-11.01138889 ~ i W/ RUBBER GASKET JOINTS ,~ • lO \ j ~ CONSTRUCT18"PVC(C-9DD)WITHPCCENCASEMENT tJ---, -f-;') J,_:)4-) '' ---------------~, 43'-7" NORTH OF f-~ ;:., -~ 8 CONSTRUCT 12" PVC (C-900) WITH PCC ENCASEMENT /. . ~ ~ -/ IO i I $1 ---~ \ it I -- • $ Vi ; I\ _l 8 CONSTRUCT8"PVC(C-9DD)WITHPCCENCASEMENT '_{1 ;\ j;o '+ 1@5 *~ ~. ~ ~ ~ ~ I 7 : ~~-----"' 5 ~{'Jjj) 1---------✓.4. 5 \ -1 1 I I /I I ~ I\ - ~ -----= __, • ~ ,, -=-=-----------'lj -u , -e t .. . ----~-. c:: / ., -~ jL , • ~ 11 • g Vl Q r---... ---._ D / ' ffi -= 11 --1-''--. ~ ~L------~-· J ., ~ rl ~M.□, _ '" .,_, • -S' /-8"¢ _,)VCR; v:Ar□ S ,; 1. , ~ * S 8 ¢ VCP c':o.o , ~ .../~I} I 'r;J~ > 9 CONSTRUCT 18" PVC (C-900) WITH PCC ENCASEMENT / ~ (/) • I i --PROFILE "A ,,~ CON C I , )( 4 1 I \ / ., 7 (i~ 4 )( Cl G~~ ~ CONSTRUCT 12" PVC (C-9:) W9H PCC ENCASEMENT_j :-1 ~ I C"\l : 4 . 8 -------"' ---------+-------5 40 • ~1-I~ /'-~'---~~~-----~:::::,>G~;:::::::::::=;:::::::=_==,.._L'---t:::~ti.'..l;:C~,,_======\======--::--~ ~ 1/4" CONDUIT 111 ------~-----: '8_ )( 4 ' 6 5 149 ~ L\: • ~ I • --- NOTES: • /;\ I\ -lO 4 • I '::::' _ ~ * _3 .I \ 68 60,,. kl STUBS----,-.__ ! • ~43~ b)( 2!""',,(0CSV'' I,., _-_--~--n_s_n ~ -~2 ~ _L -✓ ,_-=:r::-:1 12" 'J;F"'LR FORCL MAIN (OCS ),~~+ ----=----_ ~ -@-77-_r--_~G 12"¢ C.OM.P.--< \· 2 __ 1'¢ ___ \li-C::P-~--~ N ~~~;v ---__ r-L ____ -::--'t~~---_-l_,.-___ -----....,_~_11_~---//,..,,,=--c:--~-::l.~4JJ "' I t-_ R ~ Y= -K:C.VVC, L " -a;, ,_ ~ -, --A-I.;;,·~-=::::.2~1-fft·t '1s==--=-~=-::-ltr~-= --,_-~ -:. -fh-.a:::: ~~· -_2 -~ ~QBTJi Qf ~-::---z---=--_-,.,.. r; .-,-~ " -I ~ C\ ~ 42 L --+ ~E½ ~Ci ---~ ~ --~ i --nri--- ~ ~~ ~ ~ ' STATION 'Wp 7 ,<o 7-K 4 • S A S P H / O· 46 I~ ~--.\:' fil ' 3}' 46 1-\~--.\· /?i;;: ~ 4 1 ·~ ~ .--:;;,r('} 3 In I o,<?l> " --------4 < 3 q,,--..._ . _: I - I ~ ~ 30' \~4~ -I I=!, 3 • 8 --' •• 3 ' 'rt · --~~ 'is • ~~ \(,~ • '4 , PROFILE "e"~ 'coNC --:,~J~ • .,-~~ ·-¾'~ [' ~,;:~c-----dI 'I--, I r:n1c---__/' --------+-'-'----- ~~======~~§"§'rr~~ \ . , , ~ -•--~ , -11 CJ) ...... ,:;;:,., AS> ~ '--------or-'_4-\\--------.---'-/_ y._U \ ......... L -';( ' -1.,.1:J } \ ' Q. ~ ' I ~ g_ II ~ ~(fill----,----!--~--\ / ,-I I I -~ c r I I ,~ I -~ / I I /' I ~-I -I j ~-\\ ~ (SJ o+1 _--,,::,C~r 'a'" ~ ~ \__NEW 18"~ R.C.P. • _/ ----------------~-/ Ii' OF >'-.J B.< • r C'> 7 ._. ~ lO -1-,I ,5 ..______/ IO / '!. C.8. f-c: \ ~ C) oi 1 cl;1 _ # I 1 0 ~ -1- -1-~I "- 0'). ~.:i-~ ()c ,B. \ 0 ~~ • I'-. (/) , C C"J 1 1. FOR REMOVAL AND DEMOLITION, SEE SHEET 4A · I c; ~11 C/lct OF C.8. #35 1 ~11 ct OF C.B. #32 -~ ~ / ..br -C-3118 2. THE LOCATIONS OF SUBSTRUCTURES SHOWN ON THIS ORA WING ARE BASED ON INFORMA T!ON PROVIDED BY OTHERS. NO WARRANTY IS EXPRESSED OR IMPLIED THAT ALL SUBSTRUCTURES ARE SHOWN OR THAT ALL SUBSTRUCTURES SHOWN ARE EXISTING. CONCTRACTOR SHALL USE REASONABLE CARE IN EXCAVATION FOR THE NEW STORM DRAIN LINE .• IN THE EVENT OF ANY DAMAGE TO EXISTING SUBSTRUCTURES, IT SHALL BE THE CONCTRACTOR'S RESPONSIBILITY TO CQMPENSA TE THE RESPECTIVE OWNERS. \PM\WBS\430101\4301SD1.0WG SCALE:! =20' UJ -~ SI TE PLAN --~ ' . ct OF C.B. #29 I i, :S {t/4~_-_E®,F_ ,fl_.., "'iJ.Q~,~,B __ ,~------------------------------------l0·22·97 Ml & ADD PVC LINESfCHANGE INV ELEV.; CHANGE ""'c' T. J ~ (Q [!) = c(I IO ~ ~YJJI .,!:fft. ''it~ SCALE : 1" = 20. O' ct OF C.B. #33 • !-17•17 SL&, MODIF)' NOTE 45 (Yfrl g U ..,.. I ti~ )J~t ~ \ ......,..........,;;;.;.:;;=,------------------+---+---------,------------'-------1 I l~~~\ n=;~:=::, ro-J-11, sL& CHANGE ABANDON .To REMOVE rm APPROVED wL--sroRM DRAIN PLAN ~:1 u lID&ILlID@& ~©OJJIL~~ £~[Q) ADD NOTE 54 14th TO 15th STREET PLOT DATE: NOVEMBER 28, 1995 CONSTRUCT/ON NOTES CONSTRUCT CATCH BASIN PER CITY STANDARD STD-300-L-A AND STD-300-L-B, ~ W 4'-0''. MODIFIED AS SHOWN ON ~ 4 ® CONSTRUCT 18" RCP W/ RUBBER GASKET JOINTS, 2000 D-LOAD WITH CONCRETE SLURRY 2000 D LOAD WITH CONCRETE SLURRY BEDDING AND BACKFILL BEDDING & BACKFILL. CHIP OUT EXISTING STORM DRAIN STRUCTURE SIDEWALL TIE-IN //\ NEW STORM DRAIN TO EXISTING CATCH BASIN, PER APPLICABLE lfil PORTIONS OF CNB STD.-303-L, AND GROUT NEW STORM DRAIN IN PLACE USING QUICK SETTING GROUT. 0 @ CONSTRUCT MEDIAN CATCH BASIN WITH SOUTH INLET ONLY PER CITY OF NEWPORT BEACH STANDARD PLAN STD-300-L, MODIFIED AS SHOWN ONCD . -2 WEY ® CONSTRUCT MEDIAN CATCH BASIN WITH NORTH STA. 54+00 INLET ONLY PER CITY OF NEWPORT BEACH @ . STANDARD PLAN STD-300-L, MODIFIED AS SHOWN ON Ci?-.&, . D-~ -::::!} CONSTRUCT JUNCTION STRUCTURE PER CITY OF ~ AND PER DETAIL AS SHOWN 6 NEWPORT BEACH STANDARD PLAN STD-307@L ~ @ . REMOVE EXISTING CATCH BASIN. Sg 3 ; SO 3 .. • REMOVE EXISTING 12,INCH CMP STORM DRAIN. FIELD VERIFY LOCATION OF STREET LIGHT POWER LINE. REMOVE EXISTING MANHOLE. TIE-IN EXISTING 12" STORM DRAIN TQ NEW CATCH BASIN.~ C.N.B~~ . . ~ 'Sf- a:i (j 4 2 0 ·18"¢ R. C.P. s 0.10% '° 'I- ~ lf") IV) ';I-:'.i' C!.i a:i - (j (j --18"¢ R.C.P. STA. 53+00 ' 'I-'Sf- a:i (j - s 0.10% ' 0 --s>_;, . . FINISHED SURFACE 1500 D LOAD d i-::: 1-: (/) x lJ..i S 0.10% 18"¢ R. C.P. STA. 52+00 "c" STA. 51+00 PROFILE SCALE : HORIZ. 1" = 20. O' VERT. 1" -2 O' -J . -~ -';I- FINISHED SURFACE 1-: ~1= a:i ~ (j -· 1500 D LOAD -= s 0.10% -·- -- 0) ~ C!.i (j cu t') a:i (j --'j\_ . -- \ STA. 50+00 \·1, / 1-.!. • s ·- ::r: ~ -c:i vi 's:: ~ - c:i vi 's:: lt.J -- -. -- - -. --·' ,, .. - @) @ ® @) @ EXISTING 12" STORM DRAIN TO REMAIN. 18"¢ R.C.P. -----18"¢ R.C.P. 18"¢ "'=O, 2S·% R.C.P. @ REMOVE EXISTING 18" CMP AND REPLACE WITH 18" RCP WITH RUBBER GASKET JOINTS. PLUG INLET PIPE AFTER ABANDONING CA TCH BASIN A T BALBOA BL VD. PROTECT-IN-PLACE EXISTING ELECTRICAL POLE. ~ "L,; -2 ,· STA. 5 4+00 PROVIDE SUPPORT TO EXIST SEWER PER APWA STD. 224. 0 ~ OF C.B. #49 ~I . CONSTRUCT MEDIAN CATCH BASIN WITH NORTH AND SOUTH INLET PER CITY OF NEWPORT BEACH STANDARD PLAN CD . STD-300-L-A, MODIFIED AS SHOWN ON~-· ---;;c..... • DESIGNERS NO TE: /1 ;::i; I -,65 i\-8 'f_ " 0 -~ ;9 g THE DESIGN OF THE STORM DRAIN SYSTEM~HO 0s B~SED ON THE PRELIMINARY STREET IMPROVEMENT PLAN PR()Vl'iJEp_ BY .WILLIAMSON & SCHMID, REeEfVE&-eN dut Y , 1995. THE-S--fflf:Hr,f----------~----x DRAIN SYSTEM SHOWN HEREIN SHALL BE COORDINATED AND VERIFIED WITH THE FINAL STREET IMPROVEMENT PLANS PRIOR CONSTRUCllON. -□ -f~ /~----+-fit;<\~ ,,.-~_-,_.L,_/2-f~, & JL~+------~ 1 ---~ ~ ---T--.@ CONSTRUCT 18" PVC (C-9 )WIJ CC ENCASEMENT ~ ~ @ CONSTRUCT 12" PVC (C-90l) WITH PCC ENCASEMENT ~ ~ ~ 1 . sr ~w -------- co -. pl..f4 • XO ,, • -z_.. • -,,. ~1'1· --. 74- @ CONSTRUCT.a" PVC (C-900 WITH PCC ENCASEMENT 4in o:: ~ "f--/ . 11..--\ .• 41A s-~\~, 7_ 11----fr-------,..._:___~~ w t) .c -co .... NOTES: r 1. FOR REMOVAL AND DEMOLITION, SEE SHEET 5A 2. THE LOCATIONS OF SUBSTRUCTURES SHOWN ON THIS ORA WING ARE BASED ON INFORMATION PROVIDED BY OTHERS. NO WARRANTY IS EXPRESSED OR IMPLIED THAT ALL SUBSTRUCTURES ARE SHOWN OR THAT ALL SUBSTRUCTURES SHOWN ARE EXISTING. CONCTRACTOR SHALL USE REASONABLE CARE IN EXCAVATION FOR THE NEW STORM DRAIN LINE. IN THE EVENT OF ANY DAMAGE TO EXISTING SUBSTRUCTURES, IT SHALL BE THE CONCTRACTOR'S RESPONSIBILITY TO COMPENSATE THE RESPECTIVE OWNERS. \PMWSS\430101\4301SD2.DWG SCALE:1 =20' ~I ~ ·1 ~ (/) I . q_ OF C.B. #47 & 48 - "'"I-, ~ --"L,; o· --' -/ J 0 • -$': f ,-\· ~ <9 . STA. 53+00 OF C.B. #45 & 46 40 -.79 4. g 95 ~ (/) q_ OF C.B. #44 / 1-.!.· 46 v . ~I (/JI (pDr. 0' STA. 52+00 L-~----------..------ -.b4 : l o YD. 0 -V -.70 ' q_ OF C.B. #42 & 43 CASH & ASSOCIATES ~ "L,; . " 0 ·> 0 PROFILE . SCALE . I H RI 0 z. VERT. . -"D,, 1 " ' -20.0 1" = 2.0' I I I I I I I '2. ,JS P-15 A g ~ ,---------\ SITE PLAN STA. 51+00 NEW 18"¢ R.C.P. W/ RUBBER GASKET JOINTS, 43'-7" NORTH OF If_ 2 1-.!. • !b o'.c / q_ OF = ---- 18",1 R.c.p_ - ~ --• ··---- "L,; . ' 0 • ,s, ·/ ' .,,. o' STA. 50+00 / \· 1-.!. • C.B. #3!1\ -!,37 (714) 895-2072 1-------16_10_1_Ro_d _tc1_A,....vcnu_•..,.-T_uo_t1n._Ca11_f....,•m,.,,1a.,,...-71_4/2_69-_7_8o....,,o=714=/2a_9-0_210_F-=-AXc=--I DATE BY DESCRIPTION APP'D. DESIGNED WBS DRAWN BK. APPROVEll~~-•I\ ~ t, , R.G.E. EXPIRES ~-~cW. %\0(. ~la~ REVISIONS CHECKED 0Yf 14 95 6 4 2 0 -2 STA. 49+00 . 6 ·--··--•----·-·-·--.. --- - ----·---... 4 ----., ... .. -· --- - ---· • -- --·· -· --... - --.. --2 .. 0 --. - ·--. .. -2 . ·--·-· --------· ·-·------. ·--. --·-· \ I 1 STA. •----c_;-' 4 9+00 C-3118 STORM DRAIN PLAN ~£!!:.~©£ ~(Q)[lJJI!,,~~ £1FJ[Q) 15th TO 16th STREET CIYV Of ~J~t':TfO~i l~ACM R-5706-S PUBLIC WORKS DEPARTMENT SHEET 7 OF 14 PLOT DATE; NOVEMBER 28, 1995 -u j: I 0 5 " " , m 0 0 ' " CD 0 " m 0 ~ " ~ ro ' < z 0 ' C z < ' ro ' rn . " ~ 0 v " ro ' > ,-; " z m 0 " 2i ~ z j, I / 20" , 9" 2'-0" ' • c~ 4:,........,,_4~_,4,~\ I.~ /i -d •. ::: C() - NOTE: SEE NEWPORT BEACH STANDARD DETAIL EXIST. 8"-• ·4 :·.3 Scope" SEWER 4 . /--, WHERE • // \ STD. -300-LA FOR ADDITIONAL INFORMATION. OCCURS, ( ,1 • 1 + 1 /NV. /NV. SEE PLAN/' ." •' • \ 1 • • \~\ _/I VARIES O ~;,.L_~_ -~-~--:-4'?--.1-'.~!z;· ====1 CATCH BASIN TYPE 1 -SECTION SCALE : 1/2" = 1'-0" w = 3'-o" 1 '-6" 1 '-6" CATCH BASIN TYPE 1 -PLAN SCALE: 1/2" = 1'-0" :i :i:: ~ -~ c::i c::i (Jj uj I 6 :,;: I--: ~ V) ~ l.,j 4 1500 '.t LOAD ' ',.. • ' 2 '' ,- 0 . . . . -2 . 3-11" PYC _18"¢ R.C.P. t . . ~ 0 r;/v ~ • ' '?· -4 ~ ~ \t . \• ~ --.;::,~ I 0 I . ~~-\•" ~ .,_ ~ '.: I . ...., ~-J.-0 PROFILE -"E" @ STA. 49+77.44 SCALE : HORIZ. 1" = 20. O' VERT. 1" = 2. O' PM\WBS\ 430101\ 4301 SD3.0WG SCALE:3/ 4~ = 1' J I 6 4 2 0 -2 -4 L = 3'-6" ----#4 n 12" 2-#4@3" (EA. SIDE OF M.H.)-~ #4 DIAGONALS W/ 6'' EDGE BENDS - TYP. EA. SIDE CENTER OF SLAB (1 1/2" CL. TYP.)----~ (£_ CB NOTE : SEE NEWPORT BEACH STANDARD DETAIL STD.-305-L FOR ADDITIONAL INFORMATION. CATCH BASIN SCALE : 3/4" = 1'-0" LI ... •· I ,/ : ( ~~-&-Pt?~;· SECTION A-A TYPE 3 -PLAN SECTION B-B = l \ CASH & ASSOCIATES (714) 895-2072 I ' 1-------~-- • 7 .. 4-#4--------+-l==P SECTION SCALE : 3/4" = 1'-0" I s'" LJ • .. I ' . ~ '-.. \:.J <]. ' <1 4'-o" •. ♦ I ' . . <1 ' I I <1 4 CATCH BASIN TYPE 3 -SECTION SCALE: 3/4" = 1'-0" I I I ,,;: ' SECTION A-A I I A J ... . . :i: II II 11 II .... SECTION B-B J ' 2'-0" (£_ BALBOA BL VD. I I #4@12" • 1 ,1 r#4@6" '"' ~ ... -<I,, • • 1" _/ ..... . . ., . . .. . NOTES: 1. SEE NEWPORT BEACH STANDARD DETAIL STD-300-L-A FOR ADDITIONAL INFORMATION 2. SEE PLAN FOR INLET LOCATIONS I 1 2" r-'=' . 4 4. ---;-l.·.3 s,z. ~ li--·..:...··...J· L . . ope I • . . ' • ' 4 ~ . ._.,-.4 • /NV. (SEE PLAN) T:4 sc· ~ • Ope . • . I I • • • ----+-~~:zz:z:zz;:z;d ..,, .. ,,, ///// // L _ - - - - - - - - - ---=--' ,EXISTING 21 "¢ SEWER, INVERT VARIES CATCH BASIN TYPE 5 SCALE : 3/4" = 1'-0" -SECTION@ J POTHOLE LOG POTHOLE STATION UTILITY SIZE OF CONDUIT COVER NO. P-6 46+35 TEL. 12" X 24" 21. 5" P-7 47+91 TEL. 1211 X 18u 21" P-8 49+11 TEL. 12" X 18" 24" P-9 49+77 TEL. 12" X 18" 24" P-10 50+35 TEL. 12" x 1B'' 2a·· P-11 51+27 TEL. 12'' X 12" 25" p-12 52+35 TEL. 3-3" ACP 41" P-13 53+10 TEL. 3-3" ACP 37" P-14 53+85 TEL. 3-3" ACP 31" P-15 51+37.50 TEL. 1-3" ACP 31.5" CATCH BASIN SCHED. NO. TYPE If C.B. STA. NO. TYPE If C.B. STA. C.B. #27 1 STA. 45+25 C.B. #38 1 STA. 50+35 C.B. #29 1 STA. 46+16 C.B. #39 1 STA. 50+37.5 C.B. #30 3 STA. 46+35 C.B. #40 5 STA. 50+38.55 C.B. #31 1 STA. 46+35 C.B. #41 1 STA. 52+00 C.B. #32 1 STA. 47+15 C.B. #42 5 STA. 52+35 C.B. #33 3 STA. 47+38.55 C.B. #43 1 STA. 52+35 C.B. #34 1 STA. 47+50 C.B. #44 1 STA. 52+75 C.B. #35 1 STA. 49+05 C.B. #45 1 STA. 53+10 C.B. #36 5 STA. 49+09.05 C.B .. #46 5 STA. 53+10 C.B. #~7 1 STA. 49+13 C.B. #47 1 STA. 53+85 C.B. #48 5 STA. 53+85 C-3118 C.8. #49 1 STA. 54+00 ~[0)=3 W~lltAMSON -~ SCHMID PUBLIC WORK~.t~E;T..,_.~i....,'Uuu/ll.l..._ STORM DRAIN PLAN !ID&ll.!ID<O>& lBl@lUllL~~ &wa@ DETAILS AND SCHEDULES CONSULTING Cl'v1L ENGINEERS AND LANO SURVEYORS 1----1---1-------------,1---1 DATE. \I/,-. Oj/ J...,..,,=-=--c=--16_101_R_od_1CJ_A_•"""" __ r_ .... 11n,_o_an1-=omc-::-l•=--714_/2_89-_78_00=714=/=--28_9-021_0 F-::AX::-=--i DATE BY DESCRIPTION APP'D, DESIGNED WBS DRAWN BK APPROVED B~~ : \ \ \ . f, .t R.O.E. EXPl,ES DATE ~~~-?/4\D(,, ?,IA\~ c:i'-·-REVISIONS CHECKED DATE11/20/95 CIYV Of ~J~t'JPOIT B~ACM R-5706-S PUBLIC WORl<S DEPARTMENT SHEET 8 OF 14, PLOT DATE. NOVEMBER 28, 1995 15th ST _j ~------1 w co w w (/) ss • 20· 8 FDS 62, &. ss 8 ,r20'-r .J L .J.. WC 45' , .. 20' .J L ss 8 T 2o' .J.. "' "' "' ~ , I" 20' ro'T "' .J L .J.. "' ~ ;,, N ~ .) -10· 4' (WP.) T , .. T , .. . 20· 20' 20• 2Z .J L .J.. .J L [I] BALBOA BLVD -Oi(,--------1'~>--, __ N_.A_.P_. ----) I BS 8 K T TUES SS ~ n i , r T J L J.. -- , r J L -- ss 8 ~ I NOTE: DLC CABLE LENGTH WILL DETERMINE PULLBOX LOCATION. 180' TO X-WALK 3-W-1 QF 3 TRAFFIC SIGNAL LOOP DETECTOR REPLACEMENT DETAIL i "' "' N ~ T 7 C T "' 7 r T J.. J~ J.. J L J.. "' ~ "' N ~ ---~ , r T J L J.. -- ~ -~ , r T J L J.. -- ss 8 i , r J L "' I z cl. ~ 15th ST "' I z I "' J, I 4 5 lj -~---------- C>,< T J ----------- 13th STOP 50 LF. 2 15th ST 6 ST #5 ~ 3 I W--1 "' BAIBOA BL VD. NOlES ffi--INSTALL 6' X 6' TYPE 'A' OR 6' X 50' TYPE C OR E LOOP DE.T. PER CAL TRANS STANDARDS. USE TYPE 1 LOOP . fil--SPLICE LOOPS TO EXIST. DLC IN PB. 0----REPLACE EXIST. 1" C/1 1/2" METAL CONDUIT. REPULL DLC FROM CORNER TO NEW PB, CLEAR NEW PCATCH BASINS. [II---RESET PULLBOX TO GRADE AND REGROUT IF NECESSARY. (ID--PROTECT SIGNAL POLES, CONDUIT AND PULLBOXES IN SIDEWALK AND MEDIAN RECONSTRUCTION AREA. @)-INSTALL 1-DLC (TYPE B) FOR 3-W-1 TO CONTROLLER ON S/E CORNER. USE SPARE DETECTOR CHANNEL lL REPAINT EXIST. DOUBLE YELLOW ---------- ------------- - ---r---------- - ------------ - ------------l'---- - --------,;--,rt--- - ------r------- - ----➔---' ,-, I I ,_, 11 I~~ BS 17th ST NOlES ,-, ••• --· !!l BS ---"io 0 .... "' LO b ---'"'T tO 1. --ALL WORK AND MATERIALS SHALL CONFORM TO THE STATE STANDARD PLANS AND SPECIFICATIONS DA TED JULY 1992. R26 ss 00 AND THE CURRENT TRAFF MANUAL £ fil--INSTALL 8" WHITE PER DETAIL 38-THERMOPLASTIC INSTALL 4' WHITE LANE LINE. PER DETAIL 9-THERMOPLASTIC (±}--INSTALL 50' SOLID 4" WHITE AT INTERSECTIONS -THERMOPLASTIC. @Jt----INSTALL 12"WHITE OR YELLOW CROSSWALK OR· WHITE LIMIT LINE -THERMOPLASTIC. I]]--INSTAL TYPE IV ARROW MARKING -THERMOPLASTIC. [I)1---INSTALL PAVEMENT MARKING AS SHOWN -THERMOPLASTIC. [ID--REMOVE EXIST. SIGNS AND DELIVER TO CITY CORPORATE YARD SIGN SHOP (644-3067). INSTALL 3" PVC SCHEDULE 40 SLEEVE AT EACH SIGN LOCATION SHOWN ON PLAN. @)--PAINT 4" WHITE PARKING SPACE GUIDE MARKINGS. 11 --CONTRACTOR SHALL COORDINATE METER POST LOCATIONS WITH STREET PLANS AND STRIPING PLANS. El ~ ~ §9 FDS LEGEND = GREEN CURB = YELLOW CURB = WHITE CURB = RED CURB = FOLD DOWN SIGN BALBOA BLVD SS = STREET SWEEPING SIGN BS = BUS STOP SIGN ® = SIGNALIZED INTERSECTION ,.,.___,_;c._:__::____~~-"'--~_,.._, PLACEMENT OF NEW METERS SHALL BE AT THE rs WHERE PARKED CARS ARE ADJACENT TO EACH OTHER, OR AT FRONT OF VEHICLE WHE.N SINGLE SPACED. ------.. 8 20' .J L 8 ss "' ~ t;: ~ I§ (TIP.)_ \£4• (T\'P.) 1 ,r 1 ,r .. .T 7 .. , .. T , .. T ,r T G= w 20' 20' 20· 20' 20' CXl 20' 20' 20· 20' JL .J L JL .J L L 00.J.. .J L 22· ;,, ~ m-----C\J C\J , -II 8 8 r / 93650ST WP A TRAFFIC ENGINEERING, INC. TRAFFIC AND TRANSPORTATION ENGINEERING 680 lANGSlJORF OR. SUITE 222 R/I.I.EJIT1JN, CA. 92631 {714) 871-29.J/ RCE f6828 20' .P 8 20· GC 75' 8 ss 20' 0 ~ ~ ~ . ~ 22' 6 RC • J " 5 WHITE REPAINT EXIST. DOUBLE YELLOW i; co <( w w (/) A ,rv,,,,.. APPROVED 9-3 .r, SLL.D. DELETE PERMIT PARKING 8 111•1 ~ F DS S\S BALBOA ( I 5th-16th) 11-"l---J-O--i-+t -S-L/);,....,:2.-+--NO_T_E_M_O~D-I_F_IC_A_T_IO_N_\_A_D_D_I_T_IO-N-+--t'W)-t PUBLIWORKS~~~iiR t C,"tJ2( DATE BY DESCRIPTION APP'D REVISIONS DATE DESIGNED SOMMERS CHECKED DRA'IIN McELHATTAN DATE 2/20/96 1 1 (2 9 1 i 2 3 inches on original drawing SCALE 1"=40' C-3118 STRIPING PLAN FOR BALBOA BLVD. FROM 14th ST. TO 16th ST. CIYV Of tJEt':tPOFIY lilEACM R-5706-S PUBLIC WORKS DEPARTMENT SHEET 9 c, 14 1 ~ z ~ • 0 ~ ~ • z fl\ • ~ ~ • w < z C < 0 '" D 0 " 0 ► D D '" 0 ~ '" • w < z " ~ ~ D z "~- ~ z I D r 0 n D D ll ! B z ~ z '" \; C 2l D z ~ ~ z I D 5 n 0 'J 0 D ~ 15 z DIETERICH POST REORDER NO. 145720 1--w w a: I-(/) :r: I-co ,- D D D D D D D □ D D D D a D D :::.:: a c:c D oD ;; D LJ.. 0-o D I-D -o ~a ..JD D D D a D D D ~ EXISTING ~ r.= ===7 CONSTRUCTION D' • D D •. D n D Gj ill J ] ~] (/) □ il 'D D D D D D D D u D D I D D D D o 3: □1 , ~, D D /' ' / "" ~ A ~/ /' ~ •""4 -'? ·~'. '\,:•~::: .. _'.:·,.,: :;·/~\o.:·:.·.:: :::::.,, ... ~<1'.•.:•Q. ,'_:,,:_:'::.~: ... :_:··:. _'._':;·;:;; .\::;.~:_:_· ·.~,:.~-: :•,• . .,,,. ,:(>::"-:.;::."::_~:.·: .... ~·.-::k~-•:.:·~\. ·:::.:·:.•::.:· ··:;-· ••: •••• iJ,~~.._ \~,. ··.::.::··.:·;:;~~~-~:·: :.;.:;.~·.:.~,_•:.-::r· :·:/:·:· .•.. -.:.~:-~•:::;:.:.::·_-: '\: .... i,, .'..-.... -~ ••• rr,~"\;f"-1 \. •• . ~ 1, '\.. ,) '-.,) ' ,) • 'l~ ~· '-. ~ '-·, ,J ' ~~ ~ 0 0)0 ~~. "-0 ~~~ ~:: _. D • D 10 :r:~ • D D 0 D D a t-□ ~ □ ~ D D D i~-=-=-=-=-=-=-=-=-=_::;-~~;;;;;;;;;;;;;;;;;;~~=========================::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~D~:::::::::::::::::::::::::::::::::::::::::::;:;;:-r----_-ia-1,D D iD D :r: tt, ,- '• ·,.•,.' .. ' -:-.... ~-.... .. . .. ·, ..... SYMBOL BOTANICAL NAME 0 0 0 TREES: METROSIDEROS EXCELSUS WASHINGTONIA ROBUSTA WASHINGTONIA ROBUSTA SHRUBS: CARISSA GRANDIFLORA 'TUTTLE' (D ~lAM7l" llEGIEMD COMMON NAME NEW ZEALAND CHRISTMAS TREE MEXICAN FAN PALM MEXICAN FAN PALM COMPACT NATAL PLUM BOULEVARD 24' BOX SEE PLAN 5GAL. COMMENT MATCHED STD, DOUBLE STAKE (EXISTING TO BE RELOCATED) BROWN TRUNK HEIGHTS 18' o.c. ,ft) J. / r::.· .•.· ·,·.:-:.~.:~:·•· -~-·:::.,;:;, . --~.--:•·• .... • .. :•."' ·.•·.·.• .•• ....... ~ ••. ,,!•·•-•,."•:•····· ,;,; ........ . D D D D D □ D D D D 10 D UJ D> oO om <l'. ------f' □w D UJ D CJ) ow ,oz ~ ...J ]I JO ] I-□ ~ ~=======================================~-.-=--==--=--=--=~-· CONSTRUCTION LEGEND· -. 1 4-INCH THICK TAMP D G CRETE PAVING IN TERRA COTTA. PATTERN • AND FINISH SHALL MATCH THE STAMPED CONCRETE LOCATED IN THE LG BALBOA BLVD. MEDiAN FROM 32ND STREET TO PACIFIC COAST HIGHWAY. THE MEDIAN PAVING SHALL BE LIGHTLY STAMPED TO ,. •• COMODATE PEDESTRIAN TRAFFIC. • 21 TREE GRATES TO BE QS-36ATG FROM QUICK CRETE PRODUCTS CORP. (909)737-6240. COLOR TO MATCH ADJACENT CONCRETE PAVING. ALIGN TREE STAKE HOLES IN TREE GRATES PARALLEL WITH STREET. REFER TO DETAILS A AND BAND SHEET L-3. 3. PARKING METERS BY OTHERS. REFER TO ENGINEER'S PLAN. 4. CURB AND GUTTER. REFER TO ENGINEER'S PLAN. 5. CATCH BASIN. REFER TO ENGINEER'S PLAN. R. DALE HADFIELD ASL/\ ! \ !'.: [l \ { -\ p ~ '----"~~ .\ H. t 111_1 t C 1 26041 CAPE URIVE. SUITE 231 LAGUNA NIGUEL. CALIFORNIA 92677 {714) 367-9n5 • FAX (714) 367-9321 ' . ·.·. :r: I-LO ..-, 'a~ ,.... . ., ,•·- 0 ,-·, 10-2-'IC SL LG REVISE I. TO INDICATE COLOR OF PAVING DELETE STEEL. ADD STREET LIGHTS 8. PULLBOXES S. TREES DATE BY DESCRIPTION APP'D. REVISIONS ~, O 10 20 DATE DESIGNED It. D. ft. CHECKED P-. D. ft. DRAWN I". e,_ i+. :r:o I-D ~D D a a 40 60 C-3118 R-5706-S LANDSCAPE PLAN BALBOA BOULEVARD 14TH TO 16TH STREET CITY OF NEV'JPORT BEACH L-1 PUBLIC WORKS DEPARTMENT SHEET 10 OF 1~ I DIETERICH POST REORDER NO.145720 NOTE: , APPLY MIN. 1• LAYER OF SHREDDED (NITROLJZED) BARK MULCH IN WATERING BASIN. • • • • UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOTBALL WN/ATER FROM HOSE. REFER TO SPECIFICATIONS FOR FERTIUZER REQUIREMENTS AND TYPICAL SHRUB PLANTING DETAIL • UNDERPLANT ALL SHRUB AREAS f,S SHOWN ON PLAN. REFER TO PLANS FOR PLANTER EDGE TREATMENTS i.e. CONCRETE MOW BANDS. STEEIJREDWOOD HEADERS ETC. EQ. EQ. 0---0 GROUNDCOVER/SHRUB LOCATION TYPICAL ' ~------EQUAL TRlANGULAR '+/ PLANT LEGEND FOR 0 \ SPACING REFER TO ON CENTER DIMENSION. r -----------i/2 O.C. SPACING TO EDGE . r------c-ccc-,-c,,-:,--O.C. SPACING OF GROUNDCOVER/SHAUB~ • 1 1/2 X O.C. © TYPICAL GROUNDCOVER/SHRUB E PLANTING AND SPACING N.T.S. PLANTING NOTES 1. CONTRACTOR IS TO REVIEW PLANS, VERIFY SITE CONDITIONS AND PLANT OUANTITJES PRIOR TO INSTALLATION. CONFLICTS BETWEEN THE SITE AND THESE PLANS OR WITHIN THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO LANDSCAPE INSTALLATION. ANY DEVIATION(S} FROM THE PLANS OR SPECIFICATIONS IS TO HAVE WRITTEN APPROVAL 2. ALL TREES.SHALL BE EQUAL TO OR SURPASS "VALLEY CREST'' STANDARDS FOR QUALITY AND SHALL HAVE A MINIMUM 1½" CALIPER AT A P01NT 6 INCHES ABOVE ROOT BALL. All OTHER MEASUREMENTS SUCH AS NUMBER OF CANES, BALL SIZES, QUALIIT DESIGNATIONS, ETC., SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "HORTICULTURE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.". 3. ALL SHRUBS AN GROUND COVER SHALL EQUAL OR SURPASS "HINES NURSERY" STANDARDS FOR QUALITY. 4. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY CONTRACTOR PRIOR TO INSTALLATION. 5. SEE PLANTING DETAILS FOR PLANTING AND STAKJNG/GUYING REQUIREMENTS. 6. 7. 8. 9. 10. ALL VINES SHALL BE SECURED TO WALLS WITH "STICK-N-TIE" VINE TIES AS MANUFACTURED BY DEXOL. OR EQUAL. UNLESS OTHER'NJSE SPECIFIED. ~~g~~~~l5~~i~:~~E~~RUB BED~ TO BE SHOVEL-CUT TO FERTILIZER FOR ALL GROUND COVER AREAS SHALL BE AS SPECIFIED WITHIN THE SPECIFICATIONS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF CONTINUOUS WATERING, PRUNING, RAISING TREE BALLS WHICH SETTLE BELOW GRADE, FERTILIZING, APPLICATION OF SPAAYS WHICH ARE NECESSARY TO KEEP THE PLANTINGS FREE OF INSECTS AND DISEASES, WEEDING, ROLLING, MOWING, RESEEDING, EDGING AND/OR OTHER OPERATIONS NECESSARY FOR PROPER CARE AND UPKEEP. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN AU PLANTINGS AS SPECIFIED ABOVE FOR A PERIOD OF NINETY (90) DAYS. REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP, NOTES: • TRUNK HEIGHT GRADING SPONSORED BY THE AMERICAN SOCIEn' OF NURSERYMEN, INC. AND APPROVED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE, INC. BASE OF HEART-LEAVES C, ~ w w "' w ::, ~ "' .; ;5 "' " z ~ ::, :,: "' "' ~ w z l :,: " :,: 0 L z a: ::, "' ti "' ~ ~ 0 GROUND UNE ' ' I 1(/Jt,f/fH(k -"':'II/1/JII lljJl=-•'1/IJljjl!II-•1'll'll]'ljl~'I 1111'!'.-,-' • ® PALM TRUNK HEIGHT MEASUREMENT GUIDE NOTE: N.T.S. , APPLY MIN. 1" LAYER OF SHAE.ODED (NITROLJZED) BARK MULCH IN WATERING BASIN. , UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOTBALL WNIATER FROM HOSE. , REFER TO SPECIFICATIONS FOR FERTILIZER REOUIREMEITTS. 4• BERM (6"" BERM @ SLOPE CON□moNJ. SHREDDED BARK MULCH ,,p (> {', ~ --·,•=~11!1111,1 ,.,, --.-;·/\: ...... ROOTBALL I\'.'.":·., . """\i::. ·•I',';,=== I .. , •.• .,., ••• I111r'- coMPAcTEo SUBGRADE WATERING BASIN EXISTING SLOPE @ SLOPE CONDmON ,Q_,......-- ,,.__ PROPOSED SLOPE @ SLOPE CONDITION / FINISH GRADE " -ea-',. ... s-.. -.i,,,,,,e;;;;;,;;;---PLANT PIT SIZE: WlDTH • 2 X WlDTH OF ROOTBALL DEPTH • 1 1a X DEPTH OF ROOTBALL BACKFJLL MIX PER SPECIFICATIONS. COMPACT BACKFILL MIX UNDER ROOTBAL.L PLANT TABLETS ® TYPICAL SHRUB PLANTING N.T.S. NOTE: • APPLY MIN. 2' LAYER OF 3/4" TO 1" 0 CRUSHED ROCK • UNTANGLE MATIED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF AOOTBALL W/WATER FROM HOSE. • REFER TO SPECIFJCATIONS FOR FERTIUZEA REQUIREMENTS • , TREE TIES TO BE HOSE AN□ WIRE OR EouAL SEE sPEc1F1CAT16NS. • • CONTRACTOR SHALL PLACE TREE TRUNK 1N EXACT CENTER OF TREEWELL TO ACCOMMODATE GRATE. ABOVE GRADE IRRIGATION BUB8LEA. REFER TO RRlGATION DETAILS FOR INSTALLATION OF BUBBLER. ~/4··.r . -~ . . . ·_ :~-4 ~1 PLANT TAB cm.-,,ACTED SIJBGAAOE 2'' GALVANIZED PIPES POSITIONED IN HOLES PROVIDED IN TREE GRATES. REFER TO TREE STAKING DETAIL BELOW. ,,-----TREE GR/-, TE, REFER TO ARCHITECTURAL PL.ANS1 FOR CONCRETE REFER T.0 AACHITTCTUR.A.l-DETAILS. DEEP ROOT BARRIERS PER •. SPECJFJCATIONS. 24" BOX AND SM.AJ.l..ER PLANT PIT StZE: 'MOTH .. 1 1/2 X WIOTI--1 OF AOOTBAll DEPTH -DEPTH OF ROOTBALL +6" 36" BOX AND LARGER PLANT PIT SIZE: WlDTH • 1 1(.e X WIDTH OF ROOIBAUL DEPTH• DEPTH OF ROOTBAUL +1• © TYPICAL TREEWELL PLANTING 24", 36" BOX AND LARGER . . N.T.S. IIOTES: • CONTR.\CTOR SHALL PIACE PAUi TRUNK IN EXACT CENTER OF TREE WElL • REFER TO IRRIGATION PLANS TD COORDINATE INSTAULATION ANO NUMBER OF MGATION Bl 1B81 EM. • • LANDSCAPE ARCHITECT· TO Al'PAOVE FNA!. HEIGHT ANO LOCATION Of PAW PRIOR TO PlAIITING. , RS'ER TO SPECIFICATIONS FOR FERn.1ZER RE<lU".Raiaml. • ON SLOPE CONDITION.SUBGAADE IRRK3ATION BUBBLER ONLY. PALM TRUNK WATERING BASIN & INSTALL LUTZ MAINTENANCE PALM SPIKES 4• BERM (6"" BERM @ SJ._OPE CONDITION). BACKFILL TO BE 100% CLEAN NURSERY SANO. PLANT TABLETS COMPACTED SUBGRADE ® TYPICAL ~ALM PLANTING N.T.S. R. DALE HADFIELD ASLA LANJ}SCAPE ARCHITECT 26041 CAPE DRIVE, SUITE 231 LAGUNA NIGUEL. CALIFORNIA 92677 (714) 357 9?75 • FAX (714) 367-9321 DATE . BY DESCRIPTION REVISIONS APP•□. • i. MINIMUM INSIDE DIMENSION L l w· SQUARE l o TREE GRATE SETTING FRAMES ARE FABRICATED FROM 1/8" PREGALVANIZED SHEET METAL METAL IS FORMED TO A 90" BREAK TO CREATE A 3-1/2" X 3-1/2' "L" CHANNEL. ALL WELD POINTS ARE FINISH TREATED WITH GALVANIZING PAINT. I ~ 12'' (TYP) '., 3 BOLTS PER stDE 1/4" • 1/8" o REFER TO ENGINEER'S PLAN FOR CURB DETAIL AND REINFORCING. -el----GALVANIZED SETTING FRAME CONCRETE TREEGRATE I, 5-7/8" •ti~ CGALEAP RANCE CONCRETE CURB 111 [ ,--..,,_--;~;.-+---11---- ~ ;;; o WHEN FOAMING CURB WORK ALLOW FOR AND INCORPORATE GALVANIZED TREEWELL SETTING FRAME. D CURB DIMENSION BELOW ,._ __ TAEEWELL TO ACCOMMODATE SETTING FRAME. '---1/8" GALVANIZED SETTING FRAME (10 GA. ACTUAL) SOIL LEVEL '-+---1/2'' DIA. GALVANIZED BOLT WELDED TO SETTING FRAME, (112• ZINC ALTHREAD MAY BE SUBSTITUTED) CD CURB CONDITION 1/4H • 1/8" CONCRETE TREEGRATE CONCRETE PAVING t CLEARANCE GAP --------- COMPACT SUBGRADE ~ ;;; I'-----1/8" GALVANIZED SETTING FRAME (10 GA. ACTUAL) '--+"'"-----~ -1/2' DIA. GALVANIZED BOLT WELDED TO SETTING FRAME. (1 /2" ZINC AL THREAD MAY BE SUBSTITUTED) ©PAVING CONDITION ® TREE GRATE N.T.S. NOTE: • APPLY MIN. 1" LAYER OF SHREDDED (NITROUZED) BARK MULCH IN WATERING BASIN. • UNTANGLE MATTEO ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOTBAI.L WN/ATEA FROM HOSE. • • REFER TO SPECIFICATIONS FOR FERTILJZER REQUIREMENTS. • TREE TIES TO BE HOSE AND WIRE OR EQUAL SEE SPECIFICATIONS. TREE TIE. .w SEE NOTE. " @ :z I " WATERING ii BASIN7 a: ii PLANT~~¼';t1 TAB S r,,:;,:,i,:ii,,1;;.>,;,:i ii z• GALVANIZED PIPE. FLATTENED BOTTOM. CAPPED AT TOP. DRILL HOLES THROUGH PIPE TO ATTACH TREE TIE AS INDICATED. • SHREDDED BARK MULCH 4" BERM·(IF APPUCABLE) ® TREE PLANTING -DOUBLE STAKE 24' BOX AND SMALLER . • . N.T.S. C-3118 R-5706-S PUBLIC WORKS 0·1RECTOR R.E NO. \G]9 I DESIGNED f'..I>. H. CHECKED Ft.o.+1. DRAWN N. c..tt. OATE ('l.-'2.~-14- LANDSCAPE DETAILS AND NOTES BALBOA BOULEVARD CITY OF NE\~✓PORT BEACH l-2 PUBLIC WORKS DEPARTMENT SHEET 11 OF 14 c z < rn m " 0 ' ~ " > " z !" 0 ~ C ~ ~ z ~ ' '. a a a a a a a a \:_ ' I-w w a: I-(J) ~ 0 _J UJ co I I-- LO .,..... a a a D □ □ □ I ! I D □ □ □ D □, D D D _______ _, .... 2-" l - BALBOA POINT OF CONNECTION (EXISTING) POINT OF CONNECTION: CONNECT TO NEW 1" WATER METER FOR IRRIGATION. R~FER TO STREET IMPROVEMENT PLAN FOR ADDITIONAL INF6RMATION. EXISTING WATER PRESSURE: 60.0 P.S.I. SYSTEM DESIGN PRESSURE: 60.0 P.S.I. PEAK IRRIGATION DEMAND: • 10.0 G.P.M. I 1" BACKFLOW PREVENTER ASSEMBLY. ._ 1 a ·--' -·---,;_:_ __________________________________ .=i==oc__ __________________ -¥-.:__ ________ __:. _____ _ ~ 1-w w a: I- C/) :r: 1-(0 . . . . . . . . . . ~ r (" ,._,, ~-+-~1-STUB-OUT T 0 FUTURE IRRIG-ATION 2_ j /' BALBOA . . . .. .. . . . . . . ...... . . . . . . . . . . . l2" 1 I L2" IRRIGATION BACKBONE LINE 0 • • • • • • ••• j •• ( •• •. •• OBSTRUCTIONS STUB-OUT FUTURE PROVIDE ONE COMMON WIRE AND TWELVE 1121 CONTROL WIRES FROM FIELD SATELLITE "A" TO THIS POINT FOR FUTURE CONNECTION. COVER 30" LOOP OF CONTROL WIRES IN CONTROL VALVE BOX. NOTE LOCATION ON "AS- BUILT" RECORD DRAWINGS. :.:.: I • ·• • • • ,· "',' ,l • - • • • •. "I '.·•,In.~~,,.,:._ 1 •• •-• • ti·::.':-'.·/· :: ;· . • . ' •.. ~ . . . . NOTE 0 SEE DETAIL NO. 10 FOR PIPING INSTALLATION IN PAVED MEDIAN. (TYPICAL) ----______ __, ...... 1-,j; ~-·· • ···•-~...:-·· •••• ·.•-~.- •••• ,J ••. ,• ,..~-•••. • ••• :-,,4: ... .. ':~. ' 'I'~•• I□ I-a w □ ~~ -~~ ~ ·a I~ ,a a UJ a> ao ,. a co 41... .A -.. Y2.• / 2·:i_ a UJ If UJ a(/) aw ,az a ....J DI □u □r-□ <:( .~ J ~ L WHEN VERTICAL OBSTRUCTIONS IFIRE HYDRANTS, STREET LIGHTS, TREES, ETC.I INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD .O.DJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. !TYPICAL) 11-J-r(j Sl &: INCREASE MEDIAN PLANTER : f{n~ d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 E CHAPMAN AVE. Of~ANGE • CALIFORNIA • 92669 i714) 771 9200 ' i , ·Arr j RY i l .\Pf''fl i RlVISIONS --i ~ ~, o 10 20 f''Jf:h ;( WORK,-, Q1~E CTG"< RE NO 167.9/ llA Tf u,£~._,,__,.;:."-l,,,-----J (1fSl·.,NUJ D.P.f. cHrcno D.D. • DRAWN P.O. f. DATE 1-z-1.S-1'1-- 1-w w a: J I- C/) J □ 'D ~ t 4 _ ___, 40 60 C-3118 R-5706-S IRRIGATION PLAN BALBOA BOULEVARD 14TH TO 16TH STREET CITY OF NEV/PORT BEACH LI-1 PUBLIC WORKS DEPARTMENT SHEET 12. OF 14 C " < ro m " 0 " ~ 0 > " z !" n " 'ii 0 " z ~ I . ' ~ 'I I\) I I I ~ .... ~ ~ :,: 0 5 ~ " n m 0 0 ~ ~ ~ g " ~ 0 ' s~ DIETERICH POST REORDER NO 113013 w f- 0 z w w V) * PLAN ---1/ \ ( QCV) ~ /, ---11 12' MAX. 6' MIN. 7 6 SECTION 1 2 LEGEND 1. 1 D" ROUND VALVE BOX. HEAT BRAND "QCV" ON LID IN 2" HIGH CHARACTERS. 2. FINISH GRADE. 3. 3/4" CRUSHED ROCK. 6" DEPTH. 4. BRASS NIPPLE. (LENGTH AS REQ.), 5. BRASS 90 DEG. ELL. 6. MAINLINE PIPING. 7. MAINLINE FITTING. 8. BRASS 90 DEG. STREET ELL. 9. BRASS NIPPLE -6" LONG. 10. QUICK COUPLING VAVLE. 11. WALK OR CURB. • 1" IN LAWN AREAS. 2" IN SHRUB AREAS. ' NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. QUICK COUPLING VALVE -IN BOX PROJECT N.T.S. PLAN I BV 2 QCV_STD LEGEND 1. ROUND VALVE BOX WITH GREEN BOLT- DOWN COVER -HEAT BRAND "BV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. BALL VALVE WITH BRONZE' CROSSHANDLE. 4. 6" DIA. SCH. 40 PVC PIPE EXTENSION - LENGTH AS REQUIRED. 5. 3/4" CRUSHED ROCK -8" DEPTH. 6. COMMON BRICK (2 REQUIRED). 7. PVC MALE ADAPTER (TYPICAL). 8. 2" CLEARANCE. 9. PVC MAIN LINE PIPE. • 1" IN TURF AREAS. 2" IN SHRUB AREAS. ®~' _BA_L~L=V=A=L=VE~-------~---MAS-TER ~ N.T.S. BALLVAL z :z • (\J - !'NI 4 1--.....-J . . ' " 6 3 6' LEGEND NON-PRESSURE LA ERAL LINE Di?ING 2 PC:cSSU?.E MAIN LINE PIPING 3. CONIROL Wl.~C::S ~ I APE AN[; 3UNDLE cVcRY 10 FEET. INSTALL.~ , PRESSURE MAIN LINE ~ 4. PROVIDE 2" DEPTH OF CLEAN BACKFILL. 5. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. 6. FINISH GRADE. • MINIMUM BACKFILL DEPTHS FROM FINISH GRADE TO TOP OF MAINLINE 24" FOR PIPE SIZES 3" AND LARGER 18" FOR PIPE SIZES 2 1/2" AND SMALLER. ~-TR_E_N_C_H~IN_G ___________ ...;,;PRO;;;,;,;;,;,J':CT \.::!..) N. T.S. TRCH_STD = 3 NOTES: LEGEND 1. FIELD SATELLITE. 2 FIELD SATELLITE PEDESTAL. 3. SLOPE TO DRAIN. 4. FINISH GRADE. 5. DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES. 6. 3" PVC LONG SWEEP ELL. 7. OPENING-FILL WITH 3/4" CRUSHED ROCK. 8. 117 VOLT, 60 CYCLE POWER SUPPLY WIRES IN CONDUIT. 9. POURED CONCRETE BASE-8" MIN. THICKNESS AS REQUIRED BY MFGR.'S INSTALLATION GUIDE. 10. 120 VOLT ON-OFF SWITCH VI/ CONVENIENCE OUTLET. 11. ENCLOSURE BASE. EXTEND CONCRETE 1" BEYOND ENCLOSURE BASE OPENING. 12. 1 /2" x 8 FT. COPPER CLAD GROUNDING ROD SEE NOTE NUMBER 1 BELOW. 13. # 10 BARE COPPER GROUND WIRE. 1. FIELD SATELLITE AND OTHER DEVICES REQUIRING GROUNDING SHALL BE GROUNDED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION GUIDE. 2. CONTRACTOR SHALL "FIELD ADJUST" SPRINKLER HEADS .~ROUND CONCRETE PAD SO AS TO PREVENT OVERSPRAY ONTO, CONTROLLER ENCLOSURE. FIELD SATELLITE N.T.S. SCH. 40 PVC REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY WITH BALL VALVES AND TESTCOCKS (FEBCO 825Y 2" AND SMALLER 12" MIN. 1---B" BRASS NIPPLE ..,._,...,-BRASS UNION (TYP 1 FINISH GRADE --BRASS RISERS SIZE AS REQ. -PVC FEMALE ADAPTER '-TU---.,--::!:...~D \_S~H 40 PVC -S XS 90 ELL ~ REDUCED PRESSURE 0=N.T=.s.~B~A~C~K~F~L=Q~W----P~RE~V~E~N~T~E-R--~- (CITY OF NEWPORT BEACH) LEGEND 1. ELECTKIC CONTROL VALVE. BALBOA "!"""" <( 2. RETANGULAR VALVE BOX W/GREEN BOLT DOWN COVER HEAT BRAND VALVE STATION NO ON LID IN 2" HIGH CHARACTERS. PLAN r () SECTION~ • 2" IN SHRUB AREAS. 1" IN TURF AREAS. , I •.Di ' y _L 3 CHR'STY'S I.D. TAG -NUMBERED TO Ml, TCH DRAWINGS. L FINISH GRADE S PVC MALE ADAPTER (TYP ) 6 PVC PIPE TO SPRINKLERS -ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 7 COMMON BRICK ( 4 REQUIRED) 8. MAIN LINE FITTING W/SOLVENT WELD OUTLET. 9. 3/4" CRUSHED ROCK. 8" DEEP 10. CONTROL/COMMON WIRC:~. cc, ·•J CONTROLLER. 11. cove SCHC:DULE 40 PIPE. 12 PVC SxS 90 DC:G ELL. 13. COIL WIRES PER SPECIFICATIONS. ELECTRIC CONTROL VALVE PROJECT N.T.S. ECV_STD SPRINKLER HEAD LEGEND SYMBOL MANUFACTURER MODEL NO. DESC.RIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN [') TORO 570Z-4P 4" POP-UP SPRAY HEAD 5F·PC 5 FT. 0.35 30 FULL CIRCLE 0 l 570Z-4P . . 5H-PC 5 FT. 0.18 30 HALF l 0 570Z-4P • • 5Q-PC 5 FT. 0.09 30 QTR. a 570 PC FLOOD BUBBLER FB-50-PC ---FT. 0.45 40 FLOOD IRRIGATION EQUIPMENT LEGEND I SYMBOL II MANUFACTURER 11 MODEL NO. J[ocscRIPTION I - & RAINMASTfR EV-SAT-PED-SS • SERIES AUTOMATIC SPRINKLER CO_NTROLLER • SIZE NOTED, 0 GRISWOLD "DW" SERIES ELECTRIC CONTROL VALVE -SIZE NOTED CD RAIN BIRD 44LRC. •J,IICK COUPLING VALVE WITH LOCl(ING VINYL COVER· 1" 1· □ Frncu 825Y I REDUCED PRESSURE TYPE BACKFLOW PREVENTER -SIZE NOTED t>4 NIBCO T 59G SERIES BALL VALVE WITH BRONZE CROSS HANDLE --LINE SIZE I II -·-BURIED PRFSSURE MAIN LINE· PVC SCHEDUI E 40 SIZE NOTED BURIED Nm, f"FlESSURE LA HRAL LIIJE PIPING PVC SCHEDULE 40 -SIZE NOTED --~ • =-~ PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY-~ • SIZE NOTED - - - --· -- - -IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER PAVED MEDIAN AND ROADWAY -PVC SCHEDULE 40 -SIZE NOTED ~ ,1r-..10IC..AT: <..., •. r.~v ,r,,; C, PM FOR ELECTRIC CONTROL VALVES ,,,DI(/\''', :, , '' W/\ ',, SPR.I'-KL [R roN TAO[ LEA STATION NUMBER 1r-,:11( /1.,: ', ' '. , , ;~ 1 l I 11\ • H( l \· Al Vt SIU ---· ---.. ... .. TESTING OF BACl<FLOW PREVENTERS 2 3 V BACKF LOW PREVENTERS SHALL BE TESTED [OR PROPER OPERATION BY A CERTIFIED BACKFLOW PREVENTER II Sim THE BACKFLOW PREVENTER TESTER SHALL HOLD A VALID CERTIFICATION AS A BACKFLOW PRl VLN fER TESTER FROM THE COUNTY OF ORANGE. TESTING FOR PROPER OPERATION SHALL CONFORM TO THE PROVISIONS OF THE COUNTY OF ORANGE. TESTS FOR NEW BACKFLOW PREVENTERS SHALL BE SATISFACTORILY COMPLETED AFTER INSTALLATION OF THE BACKFLOW PREVENTER ASSEMBLY AND BEFORE OPERATION OF THE IRRIGATION SYSTEMS. d.d. Pagano, inc. _ IRRIGATION CONSULTANTS - 4705 E. CHAPMAN AVE. ORANGE • CALIFORNIA • 92669 (714) 771-9200 C-3118 R-5706-S. ""-'-'--'--''-/=...:Cl',.=-i-'--'-'--=--'----------'-~'--------l-1\nM~}'\-iAPPOuROVEO ·, _ ~-(IL' .J_o-1-rl SL!b RELOCATE CONTROt WIRES •11:• , £ SUBSTITUTE COPPER PIPE'. i=-=-'--l"'----",,,...---1- PUBLIC IRRIGATION LEGENDS AND DETAILS BALBOA BOULEVARD OATE BY DESCRIPT:ON REVISIONS APP'O. OATE DESIGNED D.D, . CHECKED D, I:>, DRAWN .P.O. CITY OF ~JE\"/PORT BEACH PUBLIC WORKS DEPARTMENT ll-2 SHEET 13 OF 14 " E ~ m " 0 < z C < w ~ I 0 5 ~ ~ I 0 5 n 0 " -, 0 ~ z ' \,'_ .• , \.'. ~RICH POST RIEORDER NO 113013 LEGEND ,-7 1. MEDIAN ISLAND PAVING. I I 0 2. TREE GRATE. 5 I I 3. BUBBLE HEAD. (TWO BUBBLE HEADS PER LJ _ _) TREE.) -SEE DRAWING FOR TYPE - 4. CRUSHED ROCKS. PLAN 5. LATERAL LINE PIPING -SIZE AS NOTED ON DRAWING. 3 J:_ , <p 6. OUTER EDGE OF TREE ROOTBALL. 7. 0 ,0 • FINISH GRADE. . 0 0 8. PVC SCH. 80 NIPPLE. (LENGTH AS REQUIRED). 0 o• 7 ' 9. ROOT BARRIER. 9 © SECTION 9 TREE WELL BUBBLER BALBOA N.T.S. BELOW TREE GRATE BALBO_TB 7 LEGEND t--• 12"MIN. • . . •• • :·t 4 T ' 1. 2" PVC SCH. 40 CONTROL WIRE CONDUIT. 2. LATERAL LINE PIPING TO PLANTING AREAS. • ·. > .• _.: 3. LATERAL LINE TO TREE WELL. 3 4. ROOT BALL. 6" l 4 5. TREE GRATE. 6. CURB 0 7. A.G. PAVING. PIPING LAYOUT IN PAVED MEDIAN BALBOA 10~----------~ N. T.S. PIPE_MED d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 E. CHAPMAN AVE., ORANGE • CALIFORNIA • 92669 (714) 771-9200 DATE BY 2 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP WIRES APPROX. 3/8" FROM ENDS -. STEP 1 TWIST TOGETHER. 4 3. PUT CRIMP SLEEVIE OVER WIRE ENDS -3 CRIMP AND CUT OFF EXCESS WIRE. 4. APPLY SEALER TO OUTSIDE OF SEALING STEP 2 PLUG -FILL CAVITY WITH SEALER. 5. PULL BASE SOCKET OVER CRIMPED CON- 5 NECTION AS FAR AS POSSIBLE. 6. PUSH SEALING PLUG INTO BASE SOCKET . ' STEP 3 7. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. 8. RAIN BIRD "SNAP-TITE" WIRE CONNECTOR OR APPROVED EQUAL. STEP ◄ 0:=~=.T=~~=E=C=O=N=N=E=C=T=O=R====================~:=::=c~=~: 3 6 7 6 4 5 POP-UP SPRAY, HEAD N.T.S. I ' DESCRIPTION REVISIONS APP"D. DATE DESIGNED P.P .. CHECKED o_p_p_ LEGEND 1. POP-UP SPRAY HEAD. 2. WALK OR CURB. 3. PVC SCH. 80 NIPPLE-4" MIN. LENGTH. 4. PVC TxT 90 DEG. ELL. 5. LATERAL LINE PIPE AND FITTING. 6. MARLEX 90 DEG. STREET ELL. 7. PVC SCH. 80 NIPPLE-6" LONG. 8. FINISH GRADE . NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. • 1" IN TURF AREAS. 3" IN PLANTING BEDS. PROJECT 6P _SPR C-3118 .. R-5706-S IRRIGATION DETAILS BALBOA BOULEVARD DRAWN. D.D. CITY OF rJE\'JPORT BEACH Ll-3 PUBLIC WORKS DEPARTMENT SHEET 14 OF 1~ I Ii I I . z C < m , .. " 0 ' a ► " ~ 0 " a m " w < z C < 0 5 2 ~ 2 _rn n ~ C " 0 "' z " ,---•. ~ z I 5 ~ ~ I 0 5 n 0 ~ ~ 0 ~ 6 z