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HomeMy WebLinkAboutR_5684_S:r: u er: w "' CO -+-----!'-1-___:_:F'OAMS=_____:fW'.'.:.E::.·_,----r--;_ m~ COLLEGE BAKER CITY OF COSTA MESA 1-------, ORANGE CO. Le. 0 >-1- u VICTORIA r~ I 18TH P-EOUCEO SCALE . . ST. FAIRGROUNDS ST. SYMIBOIL IL IEGIE[N][] -0-POWER POLE 0 MANHOLE 'b' FIRE HYDRANT D METER BOX -0----VALVE ' POWER POLE ANCHOR -D, -•· MONUMENT -x-x-x-FENCE BLOCKWALL 0 TREE GO SHRUBBERY .L?L. .LLL .LLL .LLL ASPHALT PAVEMENT ~:""" ;::;:;::':::': BRICKWALK I · · •. I . ' ••. ·.· .... CONCRETE ~///////J BUILDING -----EXIST!NG CONSTRUCTION ----PROPERTY LI NE NEW CONSTRUCTION ----Ci_---CENTERLINE ----s----SEWER LINE - ---W-- ---WATER LI NE ---G-- -GAS LINE , -E--POWER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM µ STREET LIGHT -,,-SIGN -• I I I 1 ••• • ,/ ffi CITY / OF ' I RV I NE U.C. I. \ \ -~ '•'f ~-:. IEMIERGIE~CY 1'1EllEPHOJNIE ~UlMlBIER~ CALL TOLL FREE 1·000·422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERV I CE ALERT , NUMBERS 684-0251 ags~b221 611 644-8011 862-2411 542-6222. AFTER 6:00 PM 542-8975 720-4040 1-800-422-4188 • JPUBJL ][ C WORKS (C=g~33(6 APPROVED: ··--7/--J.'----="" _"--" _~_Z_fd_~_l ___ - DIRECTOR OF PUBLIC WORKS RCE 16791 PROJECT LOCATION MAP SCALE: 1"= 500' DJEJPARTJMENT DATE: 4-G~ q~ • .. ... CITY(l) AND HYDROGRAPHIC ORANGE CO. ,.. OLD CITY M. L. L. ,,, DATUM ( ) M.S.L. DATUM (2) DATUM 3 1---------------+------+------ HIGHEST TIDE (ESTIMATED) 4. 8 106.6 7.5 MEAN HIGHER HIGH WATER 2.57 104.37 5.30 MEAN HIGH TYATER(4) 4.60 • HALF TIDE LEVEL (5) 2. 75 MEAN SEA LEVEL DATUM OF 1929 0.0 2.73 102. 02 • MEAN Lorr WATER 0.90 MEAN LOTl'ER LOW WATER -2. 73 0.00 99.11 (3) LOJ'FEST TIDE i'ESTIMATED) -5.2 -2.5 96.6 NOTES: /. CITY ORDINANCE: NO. 994: THE: SE:R LE:VE:L DATUM OF 1929, RS E:STRBLISHE:D BY THE: UNITE:D STATE:S COAST AND GE:ODE:TIC SURVE:Y, IS HE:RE:BY E:STRBLISHE:D RS THE: OFFICIAL • DATUM PLAN[ OF THE: CITY FOR THE: PURPOSE: OF DE:TE:RHINING THE: GRRDE:S AND E:LE:VRTIONS OF STRE:E:TS AND SE:WE:RS AND FOR ANY PUBLIC HORKS HITHIN THE: CITY, AND FOR HE:RSURING ALL OTHE:R GRRDE:S, E:LE:VRTIONS, OR SURFACE: POINTS IN TIE CITY, E:XCEPT THAT HARBOR HORK, DRE:DGING, RND HARBOR STRUCTURE:S HAY BE: RE:FE:RE:NCE:D TO H[RN LOWE:R LOW WRTE:R, AS E:STRBLISHE:D BY THE: UNITE:D STAT[S COAST AND GE:ODE:TIC SURVE:Y IN AND AROUND NE:HPORT HARBOR. /ORD. 994, /962: 1949 -CODE: AND ·7150!. ~-• • • . . 2. BRSE:D ON U.S.C. AND G.S. TID~L RE:AD{NGS RT BRc_BOR OCEAN PIER. 3. BRSE:D ON CITY ORDINANCE: NOS. 623 AND JI 4 (THE: CONVERSION FACTOR OF 99. I I HRS BE:E:N IN G[NE:RRL USE: FOR R NUHBE:R OF YE:RRS AND IS ASSUHE:D TO BE: CORRE:CT!. 4. ALSO RE:FE:RRE:D TO RS ORDINARY HIGH TIDE:. 5. ALSO RE:F£RRED TO RS HERN TIDE: LE:V£L. EXAMPLE:; GIVE:N: £LE:VATION 9.00 H.L.L.H. AT TOP OF BULKH£RD. FIND: H. S.L. ELEVATION TOP OF BULKHEAD (9.00 M.L.L.W. ! -~ -.,-,--,------~~~ ~ ~I ~"T,--M.S.L. = 0.00 -~~~-M.L.L.W. = 0.00 M.L.L.W. = 9.00 -2.73 M.S.L. = 6.27 ~~ CillY Of ~EWPORT BE~CH PUBLIC WORKS DEPARTMENT DATUJ\J PLANES 1 ff'PROV£Il: REV. 9/93 {!},Q. f~ DIRECTOR OF PUBLIC /IOI ,<S R.C.[. NO. 12806 £11T[ l/ Jul 1994 SCFH..[ N. •.s. IJ?R1,1,1 M. GRRCIR STD-115-L-A SHEET INDEX TITLE SHEET , 2 3 CONSTRUCTION NOTES AND QUANTITIES DETAILS DETAILS DESIGNED BY . bR.s /.!J:;l· (\~) I"':-'' [ill -~') '-;J·_, .· ·.,_. le) / r:y·. Tr WILLIAMSON & SCHMID CONSULTING CIVIL ENGINEERS AND LAND ~URVEYOAS 15101 Red HIii Avenue·• Tustin, Callfornla 92680 • -~4/259.7900 • ½4/259-0210 FAX DRAWN BY SHC 4 4A 5 SA 6 7 ELEVATION PLAN-12TH TO 13TH STREET CONSTRUCTION PLAN -12TH TO 13TH STREET ELEVATION PLAN -13TH TO 14TH STREET CONSTRUCTION PLAN -13TH TO 14TH STREET PLAN AND PROFILE -13TH STREET STORM DRAIN -12TH TO 13TH STREET • 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.P.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.) • APPROVED DY h \ l ~ u ,__) €9,,.)C,, ~ . w, 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 FEET SOUTHEAST ALONG THE CENTER LINE MEDIAN OF BALBOA BLVD. FROM THE CENTER LINE OF 19TH STREET, ACROSS FROM HOUSE NUMBER 1812, SET IN THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN. 0.6 OF FOOT HIGHER THAN THE ROAD. 1976 ADJ. 5.396 3-8-96 CAW DATE BY R.C.E. EXPIRES ,ZS\ O(o ",,/?,,\. /"', ?, • AS BUILT PER INFO SUPPLIED L0, BY GILLESPIE CONSTRUCTION. DESCRIPTION REVISIONS CHECKED BY DATE FIELD DOOK APP'D. 8 9 10 11 11A 12 13 -14 15 -17 18 -21 22 STORM DRAIN-13TH TO 14TH STREET STORM DRAIN -13TH STREET STORM DRAIN -DETAILS AND SCHEDULES STORM DRAIN -DETAILS AND PROFILES STORM DRAIN -15TH STREET STRIPING PLAN TRAF~IC CONTROL PLAN •• LANDSCAPE PLAN IRRIGATION PLAN SURVEY MONUMENT PERPETUATION PLAN . SHEET 1 OF 22 I , 0 ,, --- Cl '.TJ i~ < .,_, .::'. '' ) 2:---- z I ~ r 0 ,Q n O U ;_, ~) ~ c5 ,1 :u ~ ~l ,, 0 ' •' " ,- 0 DIETERICH POST REORDER NO.145720 ' ' FUTURIE CONSTRUCTION TYPICAL SECTION .14TH TO 16TH STREET 44+94.23 TO 54+43. 70 6" HORIZ. 1" = 1 O' VERT. 1" = 5' STREET WIDTH TO THIS POINT 11 /2" 18" 1''. T.C. ELEVATION PER PLAN 1 /8'' LIP 1/2"RAD. (TYP.U.N.0.) \o + u.. (.J • ~ 1'' RJID. , • F.L. ELEVATION PER PLAN 'N '-. ~ bJ ' ~ 1b 2'-2 1/2" PCC PAVEf0ENT • LI ~ CONCRETE CURB & GUTTER DETAIL 1.5' \. .. c; () SCALE 1'' = 1 '-0" BALBOA BLVD 1.5' 1--"'· ------?------,----- "' 1.5' TYP. PCC CROSS GUTTER DETAIL SCALE 1"=10' BALBOA BLVD 8'@ 8"CF 6'@ 6"CF 4'@ 4"CF 5' 8.33% MAX \. .. c; () I ~ '-I ,, ,. G tx • 'l:, o'<:- CF '----------'---+------1'------ 1 , GROOVING TYP. CURB RETURN & HAND I CAP RAMP SCALE 1'' = 3' R/W CURB R/W CONSTRUCTION NOTES [ -----------------------100' 5''~-•5 'i_ -,------------~ ·-----------t-----------45'·-----------,-•5'- R/W 1 2 3 4 5 6 7 8 9 10 11 12 13 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 \ \ r\ I i-----------4,3'------------r-'-t-'-t------------4·3•----------, ?'I?' I I 1---~12•--..,_--,2·'---,---12•---i---7'-I -7' ,_..,_ __ 12··--...---12··---t--~12·--~ I I ' I I TYPICAL SECTION 1 2TH TO 14 TH STREET 35+86.38 TO 44+94.23 CURB HORIZ. 1" = 1 O' VERT. 1"= 5' 6" CLR TYP ~ / 8 EXIST MANHOLE 1.3 CURB & GUTTER SLOPE TO DRAIN @ MANHOLE 86 87 88 89 90 91 92 93 CONSTRUCT 18-/NCH CORRUGATED ALUMINUM PIPE SAW-CUT EXISTING PAVEMENT AND REPLACE AFTER PIPE CONSTRUCTION PER CITY OF NEWPORT BEACH STANDARD STD.105-l CONSTRUCT CURB INLET TYPE Ol-A PER CITY fJF NEWPORT BEACH STANDARD STD. 305-l, l=3'-6" CONSTRUCT 12-INCH RCP WITH RUBBER GASKET JOINTS, 2000 D-LOAD, AT 1.0% MINIMUM SLOPE Fill EXISTING 10-INCH CMP WITH SLURRY AND ABANDON IN PLACE EXISTING 18-/NCH CMP TO REMAIN. PROTECT-IN-PLACE CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF NEWPORT BEACH STANDARD STD. 313-l EXISTING 8-INCH CMP TO REMAIN. PROTECT-IN-PLACE TIE-IN EXISTING 8-INCH CMP TO NEW STRUCTURE REMOVE EXISTING CATCH BASIN AND GUTTER CONSTRUCT CATCH BASIN PER CITY OF NEWPORT BEACH STANDARD STD. 305-l, L = 3'-6", AND PCC GUTTER TO MATCH EXISTING TIE-IN EXISTING 18-/NCH CMP TO REMAIN TO NEW CATCH BASIN EXISTING MANHOLE TO REMAIN EXISTING OUTLET STRUCTURE TO REMAIN REMOVE EXISTING HEADWALL AND ABOVE GROUND PIPE. PLUG END OF PIPE TO, REMAIN. FILL WITH SLURRY AND ABANbON IN PLACE. RELOCATE "END OF DRAIN" SIGN REMOVE EXISTING 8" ACP WATERLINE, REPLACE WITH 8"PVC WATERLINE AT DEPTH TO CLEAR PROPOSED STORM DRAIN (1' MIN.), CONSTRUCT BLOW-OFF AT LOW POINT PER CNB STD. 525-L, RESURFACE PER CNB STD. 105-L REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND BURY, RETURN TO UTILITIES YARD AT 949 WEST 16th ST. INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STANDARD 500-L, FIRE HYDRANT SHALL BE JONES J-3700. 27 28 29 30 31 32 33 34 35 36 37 REMOVE EXISTING PARKING METER POST PROTECT EXISTING STREET LIGHT IN PLACE PROTECT IN PLACE ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STANDARD PLAN 11I-L REMOVE AND SALVAGE EXISTING STREET SIGN ADJUST TO GRADE CONSTRUCT 8" PCC OVER 4" AB CONSTRUCT 6 1/2" AC OVER 7" AB WITH SEAL COAT 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 6" TYPE B CURB PER CITY OF NEWPORT BEACH STANDARD 182-L CONSTRUCT PARKING METER POST PER CITY OF NEWPORT BEACH STANDARD PLAN 920-L CONSTRUCT STREET NAME SIGN PER CITY OF NEWPORT BEACH STANDARD PLAN 915-L (USE SALVAGED SIGNS) CONSTRUCT SEWER CLEANOUT COVER PER APPLICABLE PORTIONS OF CITY OF NEWPORT BEACH STANDARD 511-L, TRIANGULAR COVER WITH "S" ON TOP CONSTRUCT TREE WELL GRATE PER LANDSCN'E PLAN CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD PLAN 181-L-A&B ·, CONSTRUCT CURB AT MANHOLE PER DETAIL ON SHEET 3 CONSTRUCT PARKWAY CULVERT TYPE C (S=4') PER CITY OF NEWPORT BEACH STANDARD PLAN 319-L CONSTRUCT VARIABLE THICKNESS AC OVERLAY CONSTRUCT SCHEDULE 40 PVC CONDUIT, SIZE AS INDICATED CONSTRUCT FULL DEPTH AC (MIN. 6-/NCHES THICK) CONSTRUCT 2 (TWO) 1-1/4" PVC CONDUITS (SCH. 40) WITH 1 (ONE) #8 BARE COPPER GROUND, 1 (ONE) #8 5VK STREET LIGHTING CABLE IN EACH CONDUIT (SEE DETAIL A ON SHEET 4A), INSTALL CONDUCTORS PER CITY OF NEWPORT BEACH STD. 204-l CONSTRUCT STREET LIGHT PULLBOX PER CITY OF NEWPORT BEACH STD. 205-l • -CONSTRUCT DRIVEWAY TYPE Ill PER CITY OF NEWPORT BEACH STD. 164-l GRIND EXISTING AC PAVING 0.1' MIN. TO 0.15' MAX. CONSTRUCT PAVEMENT REINFORCEMENT FABRIC ELECTRICAL CONDUIT AND CONDUCTORS TO BE ABANDONED TO BE REMOVED INTERCEPT EXISTING TWO (2) SKV CIRCUITS. SPLICE WIRES WITH 3 LAYERS OF 3M ELECTRICAL TAPE NO. 23 OVER 3 LAYERS OF TAPE NO. 33 OR EQUAL (TYPICAL) RUBBER BOOT NOT APPLICABLE. @) REMOVE EXISTING PULL BOX AND INSTALL NEW PULL BOX PER CITY OF NEWPORT BEACH STD. 205-L . @) REMOVE EXISTING STREET LIGHT COMPLE;TI=. 5ALVAGE4Rt:TURN fl)(f(}RE t 6AL1,AST TO UTILITIES YARD AT 949 W. 16TH STREET. INSTALL NEW POLE, FIXTURE, AND BALLAST 60 70 74 75 (8' DOUBLE ARM 68D) ON EXISTING FOUNDATION. CONSTRUCT CATCH BASIN PER CITY STANDARD STD. 300-L-A AND STD. 300-L-B, W = 4'-0", AND MODIFIED AS SHOWN ON S~-4 CONSTRUCT 18" RCP WITH RUBBER GASKET JOINTS, 2000 D-LOAD WITH CONCRETE SLURRY BEDDING AND BACKFILL CONSTRUCT MEDIAN CATCH BASIN WITH NORTH AND SOUTH INLET PER CITY OF NEWPORT BEACH STANDAR_D PLAN STD. 305-L, MODIFIED AS SHOWN ON S~-4 CONSTRUCT CATCH BASIN PER CITY OF NEWPORT BEACH STANDARD PLAN STD. 300- L-A MODIFIED AS SHOWN ON sci-4 CONSTRUCT MEDIAN CATCH BASIN WITH N0RTH INLET ONLY PER CITY OF NEWPORT BEACH STANDARD PLAN STD. 305-L, L=3'-6" CONSTRUCT JUNCTION STRUCTURE PER CITY OF NEWPORT BEACH STANDARD PLAN STD.307-L REMOVE EXISTING CATCH BASIN EXISTING 12" STORM DRAIN TO BE ABANDONED,IN PLACE CONSTRUCT 18" RCP WITH RUBBER GASKET JOINTS. REMOVE EXISTING 10-INCH CONCRETE PIPE WITHIN PIPE TRENCH, EXISTING 10-INCH CONCRETE PIPE OUTSIDE OF TRENCH SHALL BE FILLED WITH SLURRY AND ABANDONED IN PLACE FIELD VERIFY LOCATION OF STREET LIGHT POWER LINE, PROTECT IN PLACE WHILE IN SERVICE REMOVE EXISTING 18-INCH CMP AND CONSTRUCT 18-INCH RCP WITH RUBBER GASKET JOINTS CONSTRUCT TEMPORARY CATCH BASIN, PER APWA STD. 304, ONE GRATE CONSTRUCT TEMPORARY 12-INCH PVC DRAIN, 5=2.0% RAISE EXISTING F.H. LINE TO CLEAR NEW STORM DRAIN EXCAVATE AS NECESSARY TO CONSTRUCT CONCRETE HEADWALL SEE SECTION 2 SD-5 CONSTRUCT VALVE VAULT, S~-5 CONSTRUCT CONCRETE BLANKET OVER EXISTING SEWER LINE PER APWA STD. 225 PROVIDE SUPPORT TO EXISTING CONDUIT PER AP\li/A STD. 224 -. .- lf ,.-----------------------------i--------t--t--------------,-.AP~h STREET IMPROVEMENT PLAN BALBOA BLVD. WILLIAMSON & SCHM-IQ.. PUBLIC wo~~~-~ci.R1'~ft'bi 1:-.. AS BUILT PER INFO SUPPLIED -9S° -co N s u LT ING c Iv IL ENGINEER s AND LAND s u R v E Yo Rs 3-8-96 CAW L.L::, BY GILLESPIE CONSTRUCTION, CONSTRUCTION NOTES, QUANTITIES. DETAILS I 15101 Red HIii Avenue • Tustin, Callfornla 92680 • 714/259-7900 • 714/259-0210 FAX DESIGNED DRAWN DATE BY DESCRIPTION APP'D. DRS SHC APPROVED BY \-\ ~ (\ \ R.C.E. EXPIRES DATE CITY OF NE\VPORT BEACH R•S684"9> -Je...."',_'.lc., ;-, ·""'.ulUV. ..Z.z:\O (0 ?,,/??\{"Vu "?{l"?/o/) REVISIONS CHECKED JAM DATE 9/23/94 PUBLIC WORKS DEPARTMENT SHEET 2 OF 22 ~ 0 . z ~ " 0 ;j s :, :::; "' I ' ' u \. z n ~ C: n 0 " z i"; '------ (!,~ .,, .,,. I r.3 CJ I I .,, --;.----- r '1 1 . :, c ,• " I u 5 / ~ ----- ~ I :=i b "' ? n '~ ~ ~ :u :11 ;::: .'3. _:j J PHASE ~ LOCAL DEPRESSION TABLE ,, CUST. STA. TC/FL ELEV. '' CB# TYPE CL CB STAT. A B C D A B C D CB'l..' ,TYPE CLCB STAT. A B 1 C 36+25,00 36+21.25 36+23.25 36+26.75 36+28.75 5.77 5.76 5.76 5.77 29 "'~ 46+16.00 46+12.22 46+14.24 5.10 4.93 4.93 5.10 2 C 36+75.00 36+71.25 36+73.25 36+76.75 36+78.75 4.97 4.95 4.94 4.96 30N C' \. 46+35.00 46+31.25 46+33.25 4.30 4.12 4.11 4.29 ""' 3N C 36+75.00 36+71.25 36+73,25 36+76.75 36+78.75 5.06 5.04 5.04 5.06 30S C <\c~,oo 46+31.25 46+33.25 4.39 4.21 4.21 4.39 3S C 36+75.00 36+71.25 36+73.25 36+76.75 36+78.75 5.11 5.10 5.10 5.11 " 31 C 46+3~ 46+31.28 46+33.26 4.53 4.35 4.35 4.53 4 C 37+25.00 37+21.25 37+23.25 37+26.75 37+28.75 5.77 5.75 5.75 5.77 32 C 47+15.00 ~+11.25 47+13,25 , 5.10 4.92 4.92 5.10 .. SN C 37+75.00 37+71.25 37+73.25 37+76.75 37+78.75 5.01 5.00 4.99 5.01 33N A 47+38.55 4~0 47+36,80 4.34 4.17 4.16 4,34 5S C 37+75.00 • 37+?1.25 37+73.25 37+76.75 37+78.75 5.06 5.05 5.05 5.06 33S A 47+38.55 47+34. )~ 47+36.80 4.56 4.38 4.38 4.56 " 6 C 37+75.00 37+71.25 37+73.25 37+76.75 37+78.75 4.96 4.94 4.94 4.96 34 C 47+50.00 47+46.25 ~48.25 4.29 4.11 4.11 4.29 7 C 38+25.00 38+21.25 38+23.25 38+26.75 38+28.75 5.11 5.09 5.09 5.11 35 C 49+05.00 49+01.25 49+~ 4.44 4.26 4.26 4.44 8 C 38+75.00 38+71.25 38+73.25 38+76.75 38+78.75 5.01 4.99 4.99 5.01 36N B 49+11.05 49+07.30 49+09.30'\ 4.34 4.16 4.16 4.34 9 C 38+75.00 38+71.25 38+73.25 38+76.75 38+78.75 4.97 4.95 4.94 4.96 36S B 49+11.05 49+07.30 49+09.30 4.30 4.12 4.11 4,29 10 C 39+50.00 39+46.28 39+48.26 39+51.74 39+53.72 4.99 4.98 4.97 4,99 37 C 49+13.00 49+09.25 49+11.25 4.32 4.15 4.14 4.32 11N C 39+50.00 39+46.25 39+48.25 39+51.75 39+53.75 5.06 5.04 5.04 5.06 38 C 50+35.00 50+31.25 50+33.25 4.39 4.21 4.21 4.39 11S C 39+50.00 39+46.25 39+48.25 39+51.75 39+53.75 5.11 5.09 5.09 5.11 39 C 50+37.50 50+33.75 50+35.75 4.44 4.26 4.26 4.44 12 C 39+50.00 39+46.22 39+48.24 39+51.76 39+53.78 5.56 5.54 5.55 5.56 40N B 50+36.55 50+34.80 50+34.80 4.89 4.71 4.72 4.89 / 13. C 40+62.00 40+58.28 40+60.26 40+63.74 40+65.72 4.91 4.91 4.91 4,91 40S C 50+36.55 50+34.80 50+3>r 4.33 4.16 4.16 4.33 14 C 40+62.00 40+58.22 40+60.24 40+63.76 40+65.78 5.44 5.43 5.43 5.44 41 C 52+00.00 51+96.25 /.1'8.25 4.77 4.60 4.60 4.77 " 42 N C 52+35.00 , 52+31.25 ::::,-S2+33.25 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 4.41 4.21 4.21 4.39 /, 15S B 40+69.68 40+67.93 40+67.93 40+7,1.43 40+73.43 5.08 4.97 4.97 4.99 42S C 52+35.00 52+3);1/ 52+33,25 .. 4.41 4.14 4.14 4.32 16 C 41+75.00 41+71.22 41+73.24 41+76.76 41+78.78 5.37 5.35 5.35 5.37 43 C 52+35.00 p1.2s 52+33.25 4.70 4.52 4.52 4.70 17N C -41+75.00 41+71.25 41+73.25 41+76.75 41+78.75 4.79 4.78 4.78 4.80 44 C 52+75.00 / / 52+71.25 52+73,25 4.29 4.11 4.11 4.30 // 17S C 41+75.00 41+71.25 41+73.25 41+76.75 41+78.75 4.90 4.87 4.87 4.90 45 C 53+1 1/'° 53+06.25 53+08.25 4.23 4.04 4.04 4.23 /, 18 C 41+75,00 41+71.28 41+73.26 41+76.74 41+78.72 4.94 4.92 4.93 4.94 46 C po.oo 53+06.25 53+08.25 4.27 4.09 4.10 4.27 19N A 42+44.12 42+40.37 42+42.37 42+45.87 42+47.87 4.96 4.94 4.~4 4.97 47 '.:1i,,. 53+85.00 53+81.25 53+83.25 4.29 4.11 4.11 4.30 19S A 42+44.12 42+40.37 42+42.37 42+45.87 42+47.87 4.89 4.87 4.87 4.91 48 '.1/c 53+85.00 53+81.25 53+83.25 4.22 4.04 4.04 4.24 / 20 C 42+75.00 42+71.22 42+73.24 42+76.76 42+78.78 5.21 5.20 5.20 5.21 p C 54+00.00 53+96.25 53+98.25 . 4.55 4.37 4.37 4.55 21N C 43+00.00 42+96.25 42+98.25 43+01.75 43+03.75 4.65 4.64 4.64 4.65 4.15 3.97 3,97 4.15 21S C 43+00.00 42+96.25 42+98.25 43+01.75 43+03.75 4.75 4.73 4.73 4.75 4.08 3.90 3.90 4.08 22 C 43+00.00 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+50.00 43+46.22 43+48.24 43+51.76 43+53.78 5.16 5.14 5.14 5.16 4.49 4.31 4.31 4.49 24 C 44+00.00 43+96.22 43+98.24 44+01.76 44+03.78 5.13 5.11 5.11 5.13 4.46 4.28 4.28 4.46 " 25N C 44+00.00 43+96.25 43+98.25 44+01.75 44+03.75 4.65 4.64 4.64 4.65 4.15 3.97 3.97 4.15 25S C 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 C 44+00.00 43+96.28 43+98.26 44+01.74 44+03.72 4.79 4.77 4.78 4.80 4.12 3.94 3.95 4.13 27 C 45+25.00 45+21.28 45+23.26 45+26.74 45+28.72 4.84 4.83 4.82 4.84 4.17 4.00 3.99 4.17 28 C 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' 1.75' 1.5' 2' 1.75' 1.75' 2' I I 2' 1.75' 1.75' ' 2' . <i. ;:o: 0 >-0 :z: V, :z: V, ;:o: • co I Es ·= _ci Blu :z: V>-u-' -' = u u = u 1]2· u -' I u D C B D C B A C B A ~D~ I I - TYPE A TYPE B TYPE C SCALE: 1' = 4' SCALE. I"= 4' SCALE: 1" = 4' ·, DIETERICH POST REORDER NO.145720 PHASE ~~ FUTURE CONSTRUCTION LOCAL DEPRESSION TABLE // CL/ST. STA. TC/FL ELEV. // C D A B C r/ 46+17.76 46+19.78 4.93 4.91 4.91 ~ '.,(.93 4.26 4.08 4.08 4.26 46+36.75 46+38.75 4.84 4.82 4.82 /' 4.84 4.17 3.99 3_99// 4.17 46+36.75 46+38.75 4.84 4.82 ~ 4.84 4.17 3.99 9 4.17 46+36.74 46+38.72 4.98 4.96 #4,95 4.97 4.31 4.13 ,/ 4.12 4.30 47+16.75 47+18.75 4.86 4.84.f/ 4.83 4.85 4.19 4.00 4.18 4.0~ 47+40.30 47+42.30 4.96 Jk 4.83 4.84 4.29 4.08 4.26 47+40.30 47+42.30 4.83 ~• 4.81 4.81 4.91 4.16 / 3.98 3,98 4.24 47+51.75 47+53.75 !~ 4.99 5.00 5.01 4.16 4.17 4.34 49+06.75 49+08.75 ~,3 4.92 4.92 4.94 6 4.09 4.09 4.27 49+12.80 49+12.8~ 1/ 4.85 4.84 4.84 5.15 ,::-,.. 4.35 4.17 4.17 4.48 ~2.80 49o//o 4.88 4.86 4,86 4.93 4.21 4.03 4.03 4.26 49+1\~ JY-16.75 5.21 5.19 5.19 5.21 4.54 4.36 4,36 4.54 50+36); ~+38.75 4.90 4.88 4.88 4.90 4.23 4.05 4.05 4.23 5,rs 5~25 5.01 4.99 4.99 5.01 4.34 4.16 4.16 4.34 lfd+38.30 50+40~ 5.07 4.91 4.92 4.94 4.40 4.08 4.09 4.27 50+38.30 50+40.30 ~' 4.94 4.92 4.93 4.94 .27 4.09 4.10 4.27 52+01.75 52+03.75 1,:R 5.00 5.00 5.02 4.3" 4.17 4.17 4.35 52+36.75 4.97~ 4.97 52+38.75 4.97 4.97 • 4.39 ' 4.22 4.22 4.39 52+36.75 52+38.75 4.91 ~~~ 4.90 4,91 4.24 4.07 4.24 52+36.75 52+38.75 5.25 5:~\. 5.23 5.25 4.58 4.40 4.40 4.58 52+76.75 52+78.75 5.01 4.99 " ~ 5.00 5.02 4.34 4.16 '-. 4,17 4.35 53+11.75 53+13.75 5.01 4.99 ~~ 5.01 4.34 4.16 4.34 53+ 11.75 53+13.75 5.10 5.08 5.0)-~'\. 5.09 4.43 4.25 4.24 \. 4.42 53+86.75 53+88.75 5.00 4.98 4.98 '-5.00 4.33 4.15 4.15 ~433 53+86.75 53+88.75 5.00 4.98 4.98 ~ 4.33 4.15 4.15 54+01.75 54+03.75 5.26 5.24 5.24 52~~ 4.59 4.41 4.41 4.59 _;.. - ' • . :~~, /!/~ r',::-,--''i,( •. /'\'~ •'\:\'c> h ,1{/C~ (~•: •. •, •.<._•,s ,<✓,,.". ~ "' '0 .,.,,•,::\ c.-, ~-<.. / >\ \.,~, ~ '= ..) ' '~:;,•\~ t!, (<1\' ~ ,,1_0. 281CJ ) ~'ii) ~ WILLIAMSON & SCHMID l Erp ~"'11.l 4 lo / /, ,~ , -':-;; CONSULTING CIVIL ENGINEERS AND LAND SURVEYORS • 3-8-96 ~ -, -~·;,;:!' ")·, _ LIV!\.. .-:,,., / 15101 Red Hill Avenue • Tustin, California 92680 • 714/259•7900 • 714/259-0210, FAX "$: "'t ,.,,.. -q.__..~ ,/ DATE -~!::~· APPROV~D BY ~ , \ R.C.E . EXPIRES· DATE ._, ~~~ . \J..'-.o~ l'.2~ d t (J G, ~l?,\ l"'-1.~ '-=''''?I"'-~ , . ' . . . -. . '~ -. • -.. ----n 01 ~ < D _ru ... -......... ·- APPROVED & ()_w. PUBLIC WORKS DIRECTOR R.E. NO. IG:J91 & AS BUILT PER INFO SUPPLIED DATE A -G-9f: CAW BY GILLESPIE CONSTRUCTION. DESIGNED DRAWN BY DESCRIPTION APP'D. DRS SHC REVISIONS CHECKED D!\TE JAM 9/23/94 . ' . -.... . . . - ' -L ..J _::i - STREET IMPROVEMENT PLAN BALBOA BLVD. DETAILS . CITY OF NE\~JPORT BEACH R· !lii6~~-S . PUBLIC WORKS DEPARTMENT 3 OF 22 SHEET i . J ~---~ ~ T u c· 0 ·n n ~ j5 :,: a ]] JI S! ~ z (; c..: L :::: ~ a s (_~ 11 1 :; " n ,, ~ ri ~ z :~~- I I I T CJ ' -c; +; J :j '~ JJ " '..J 7J ,,, 0 :,J ::0 S1 P, . ;=-··-;.:. -··+ ~r:-··-~, ... I-··- I I--..... --·-·-"'" ).:_·. - ·-.. ' --------t· ... = I---·-'-·· - -...... + .. - t: -.. --,......---·- ---' -------+------+-.... •· .... f-··-·+----+ -··-··· -- 1-----. --- -+ j--.. :-::: 1---.. ,. -- ·-----+----------+---+ ----·t-- --·+· ...... , ·• • . • .... < -· -· ... , ~ :7 .: -.. ,---------=-= ±==t ..... ; -_,--. +.· 1 t-·--• I ·+··· _ ___,__ __ .. L· --- -----,. I, .. ' ----.j. -t-- 1 .. :: __ ---+· -~· ~ ____;__:T·~-:-:i-: .. •• ----.·. • ·_: --;s ··.,.;:---.~--:· ... . -------..:..:.. ... :-=::i -. -----•. t --+- . .. , ....... ___,________ .. t ..... ----·--,.,,_ --1 .•• '" ·t-.... "-• ,_ .. __ y __ ;.t· "~" -~ ... ··--,:1,.:----1 , ...... , ..... ,_ =-==c" ~1--·--- :---·· -~ . ·•·- • ·--+-----I---------~~ ·---... ~;J" n·· _:'._t-:.~··:k r-:-. ~ "-'. u1:: ----------,----L -:-·_---.: .. ::.:~ =S\ ~: ~·::·~~ ~~.J~ Cl'} .. ~~ ~r---~1 -e-•• =~~~::·;~.:+== ~" ~" 1(\" "\I!.----,....-~~ ---~ ·--.. , .. ......, ... __ , ...... -·-----+-.. ·r... . -• ~ . . . ·f .. --_;::· ., . -;_ --:-;~. -•:• :. ~ -·-·-+ .. r.· ·---t------·· . -r-- "" ". =L ; • -----+----. .. ~. "" _,.i,.._ .. :·: t::.=::::=:=j:-~ .· .,. ... -+ j --:j ,-..... ..... ·t----t ........ _ ~."" • I· .___,_______ :•)~.;_ •• ~r,.~ .... '. • ·----.. ______,_______,-..... .... ~ . .-... , .. :1! ·-·--·-•• N·--!--lfl~:. J.: -• --="-'>' "' ····-t- ·•. I·· ---,.-·-----+--· . _,___ . ... """+=_;·=··.t" ·\··· • -·- ·,·-- --... ...... - ·-....:,~--+··· < ' ' .. ;· ....... __ , .. . -+ t [~ .. -. ~ ""···.15:1 ' --:.i=-...: +---+--"'"" ... ,. ----;:--.... ',---·--l !'":. -~+ "" . " ·:.t :r ·-""" -,·"~ -' 7"I ..... • +----.... .. ·~ -·- ; \fl. ! -... __,,__, -•·-.. ,_ r. .. ;,:.~ -, -· ··-·- • • I '. ... ~-...:---... ,. <!·----~ ~--• :.~:t":.·:~·-~ .. ·-Or._21VORTHeJ<LY; µt=75.i, _ _ ~RE"-cEJ{cFPEJ3 :, J·. ·-- ·c.7~.P'. ... '0t7~,.,..;,=RLY ;;;-=o, l"V<("" GV&cF - m":".s• ". l " ' ;-... -"+ +---· I:::___:__,___.~. :. r- •·--j 1... ~ + ..... --..... -•· ----"'" . --.. , ' ···-~ -·--'-· "~". -',-. . 1n;_-~ " .. ,c.--.-,---;...-••·- • f· • t .. -• -· t fy, _::__ ..a:a~.; :-·.= ·~·. -... •.. ~'·;·. ·"l ...... ·----··• ::::t= • =a:ii ··- ·--+==-li"\ .. :.t:._,: ••• -I "' t +---·-~~-:: - --·-· ~ -'l.) lff "~'+" h~t- "' +-' ~ @ti cBcn "; - .. :··,~\ -r,,.!.1. H .:.! -~ ~ q . -4---w '"' ":· 'n=+=r-, -.... ---,. :____,i._ ··+- -"Cl ':ct iri- ---F~: ·+-·___,_· r---- j "" ··--•----+ _, .. , ..... ':::::::=..+-= r·"'< .. _--- " - , ..... , ..... I---+-+ . -___ ______,_____ •-• :·+-·-· :·~----.. : .. ::..::.,___;. ._________....._ • ~L .. =-.___. · i-~~ --~ ·-· •" \'\c ·-...... ,_. J,.,;r..· .• " ' ......... + -+---. ., -• ,-....... +-...... +--'' _______________ !--• ? ... ----------: ·:~ __ __:-~ ... • .. ··~· :..--±·:.:·+= ... ·;~--=:_)) J ·~ ..... ~----~ i-:.--i-----•. ·--... _,_____.,_, -"'--, .. -·-----"' ' .... -':.!" , ..... ~----"' -• .... ;. ~:::._ ~j::-•.:,:._: ·•· •• ·-·---· + .... ---,. l •••• r=c_ :. 1:.; .. ~rr---: .. . ""· 1 •• ~···· ·--+ -' t· . ·-·• " "- ·+·· 40 , £? ~fJ ,oRoFtLe .SCALE D 7 ~G ~ t= ,:. V~T. 1•= z' ,{J ~ ~l ~~ ij ~ ~I 8 ~ hOR/z.,·=20' ~ ~~ ~ UJ ,,. l/)< , " " Cl B l::i 1-~ ! " ~ ,r,d -..,,0 Ltt ~ J ~ ~ -.... ai L C\ / rJ §' oo '-1--: ~• , ~ ~ ~ ~ ~ ~ • <.!l \ !fi "') ~Ii· !O+G .00 i J1 ~~ >,J _ -. <J _ ~~ %. L_j --· , ;; • '. 7 , ~~ '_ ' , ~¥.. " •, -" _ v~:, b .. " , ", ----=, ---- NOTE: FOR STORM __ DRAIN & CATCH BASIN CONSTRUCTIOr.J SEE SHT. 0 ·•--. -,-•· ... ,. .. ,. J_'_ • ..,---.. . -=-:t:..________ """'-"= ~ -f_ ~ . " - ~ _:tr "' I , ... t • '" "" '"" ,~~-.. -;----,-~ -, "" 1 •• ·-+----~-·• ,----+ r-------< •· ·---,-----------------+-----------+-· .--------,..---· ·•·----•• -"j' + "~ ·• • ---+- . ------·-• i.·· ' L !---. : -•. cl,=~·· ... "" ~ ... -------r· ""' . .. . .. ----+------•·. --. 'c:"'==·t·.---·-".---t-.... .:.:-- t .•.. i--------·-' .... --+---____________,..,. ·---+ ":! .. ,. . ........ _ +---·-•---··· ;, .. ,.---------------, .. ...... --.. -·-' :_; . ....... ,. +----+----,...-, ,.,_ -,___ -. -+----------·• :::t --- "" ' "" t -•" • •-' , .. ---+--------,. -' . ' ----<-------..•.. •·-..... ·~·i -1 ---+---- ' • ;----. • ·-t· • '·- , "-· " "'"I"""• ·:.··.:: _, __ ·j "" ,: "L=l +:. • --------- "''"" +==-±-"" ·•-----------r---+· +" ' ··1·· -: :: • . .t ·----·---+--·· ... ' ~. ---f ..... ·•--• --· ·-------+----------• "' •• ' -->----+-·-' ••➔ ·=-i=-· .. ::·.;-.:. ---- !-_-· -· ---. -• ' --·.J·· - -' ""." -1 - + '" --.~. --•···---.---------,--•. ---"' ••. '•====i"·-:.1 ... , ·-1-= f •• T ~--. . ... ..___,___ . --' " ... I ' . .. . . .. --' • ···------1-·· -:..:-----::t =" '" ---,~=""""'' ·-.--~ ~X. ELEC IZ CONPU!T.5} _LD£PTHUNKNOWN __ _ CAUTION -NO rv11ECHANICAL COrv1PACTIOM \!'JITHIN 10' OF SIEWIEIR LINIES -CO~v1PACTION l3V JIETTING ONLV STREET IMPROVEMENT PLAN ELEVATION PLAN !BALBOA BLVD. 12th TO 13th STREET CITV 0~ ~JIE\"JfOtri OfffiCH ~0 8080°~ PUBLIC \'JORI($ DEPARTMENT SHEET lJ Or 22 93156 L U C: :c: " " '" " 0 " ~; ~ " 2 fll " C: "' 0 TI 2 C r I I :i,--------- I I I I \ I I I I ~· ~ -----··--- ,_ / SEE .SHEET. G 8 1-., 7 'l ~~ h. IJJ ~ Cl ~I "1 ~ ~ I Cl) IP ~ • ()C l!.j'< ~ ~-I-i, <i: \9 < I .._ --.I t '-ll ~ Iii ~ 1--' .._ ") ~ w· • Cl.: I <::; -.J :l!. "j w' '\. '"i .._ ·,r C) ~ '\. • ~\ .,; a: <:) ':? I-~ ~ fl) 1/_ \ 2.2 u 2.3 I!) 0 0 0 1' " tri Cl (:) It) • -\. \J °' ") ") ci.. \'1) 7 -. -~-5 ... -\ .,,--·;• •, ·. -. £/. ;;: ,;< X 1 ·: :.:'.-, .. I . ~. ~:-.. , ,: .. . ' . ',• •,• . I ; .r: I • -Cl.: ~I Cl.: d ~ 7 CQ ~ «) "' Si .,; l(J "I--,. <)-. ½>J ' \!) ) ~ ~ -; :,; ( tl.f' -. It) ·-~ '} ~ '; ~ ~ <: Ci "" \!) ~ ~ "J-. -\. --. ci.. ") ~ ") ill 'la: 9 IC, 3EA 4. 5' TRENCH I· I CURVE DATA DELTA RADIUS LENGTH TANGENT '\.\_EXIST. • 1 89°47' 31" 6.00 9.40 5.98 ,t- "l 2 0'44'39" 5774.65 75.00 37.50 5T. LT. G" l,IIN 3 90°00'00" 6.00 9.42 6.00 SAND CONDUIT TO ee 4 90°00'00" 14.00 21.99 14.00 REMOVED 33.21 '· 5 0°40'10" 5684.65 66.41 • 6 • 90°16'58" 14.00 22.06 14.07 ,:;• 7 0°34'56" 5727.65 58.21 29.10 '· ... 8 0°34'56" 5231.65 58.25 26.58 9 90°00'00" 2.00 3.14 2.00 !DETAIL "A" 10 180°00"00" 9.00 .23.27 11 90°00'36"' 2.00 3.14 2.00 " 12 89°59'24" 2.00 3.14 2.00 DIETERICH POST REORDER NO. 113013 . . • fG, 2.EA 23 ~ 0 Ill 0 0 «i 0 0-.. \3 IQ .. ' ~ '\.'<!-~ ~ ·I , ~ I(,, 3EA 2.3 ~ Cl) ~-~"I 0 ~-(:) 9 ~~ ~ ~ ~ ~ ·\Sa"' ~ ~l '::?: ~ .. ~ 0) " "' ") • l\i ' i-1 OJ-" <: 18 ~~ "J "-"1'?~ ll) 'II: sl: I -977:""".·.,. -...... ·-· .... :· -1- ; /h ,;../' . '" I. 0 ' I ----E--:·::: • .. _,., __ 0 ;.; '·:-. '½ ;i:.:: :··1 , ~ i Bl '; 01. l ~ 't-l'ri .. <1:i -\\i <O 'l-") '\. + co " <Q 1'. Cl) ~ ") 'It, 17 /G, PROP. FINISH oRADE PROP. 5T. LT: • CONDUITS IG 3eA ~ N ~ " ") .~ 7 .• ~ .r-~ ~ ,,,,.~:;, ·.:·_·.-_ J __ s .. .. PARKING METER POST LOCATIONS s•-~ll . STATION 36+45 36+90 37+34 37+78 38+41 38+85 39+28 39+72 22 C) <..:, ") "I ]i I 30 Z4 {G, NOTE: FOR STORM ORAIN & BASIN CONSTRUCTION CATCH· SEE SHT.6 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 5 REMOVE EXISTING PARKING METER POST 6 PROTECT EXISTING STREET LIGHT IN PLACE 7 PROTECT IN PLACE 8 ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STANDARD PLAN 111-L 9 REMOVE AND SALVAGE EXISTING STREET SIGN 10 ADJUST TO GRADE 11 CONSTRUCT 8" PCC OVER 4" AB 12 CONSTRUCT 6 1/2" AC OVER 7" AB WITH SEAL COAT 13 I 9 0 31 35 36 37 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 PARKING METER POST PER CITY OF NEWPORT BEACH STANDARD PLAN 920-L CONSTRUCT STREET NAME SIGN PER CITY OF NEWPORT BEACH STANDARD PLAN 915-L (USE SALVAGED SIGNS) CONSTRUCT CURB ACCESS RAMP PER CITY Of NEWPORT BEACH STANDARD PLAN 181-L-A&B CONSTRUCT P[IRKWAY CULVERT TYPE C (S=4') PER CITY OF NEWPORT BEACH STANDARD PLAN 319-L CONSTRUCT SCHEDULE 40 PVC CONDUIT, SIZE AS INDICATED CONSTRUCT FULL DEPTH AC (MIN. 6-INCHES THICK) CONSTRUCT 2 (TWO) 1-1/4" PVC CONDUITS (SCH. 40) WITH 1 (ONE) #8 BARE COPPER GROUND, 1 (ONE) #8 5VK STREET LIGHTING CABLE IN EACH CONDUIT (SEE DETAIL A ON SHEET 4A). INSTALL CONDUCTORS PER CITY OF NEWPORT BEACH STD. 204-L CONSTRUCT STREET LIGHT PULLBOX PER CITY OF NEWPORT BEACH STD. 205-L ELECTRICAL CONDUIT AND CONDUCTORS TO BE ABANDONED TO BE REMOVED INTERCEPT EXISTING TWO (2) 5KV CIRCUITS. SPLICE WIRES WITH 3 LAYERS OF 3M ELECTRICAL TAPE NO. 23 OVER 3 LAYERS OF TAPE NO. 33 OR EQUAL (TYPICAL) RUBBER BOOT NOT APPLICABLE. REMOVE EXISTING PULL BOX AND INSTALL NEW PULL BOX PER CITY OF NEWPORT BEACH STD. 205-L REMOVE EXISTING STREET LIGHT POLE, FIXTURE AND BALLAST AND RETURN TO • UTILITIES YARD AT 949 W. 16TH STREET. INSTALL NEW POLE, FIXTURE, AND BALLAST (8' DOUBLE ARM 68D) ON EXISTING FOUNDATION. £X. £l£C. Z CONOU/T-5) DEFTH UNKNOWN CAUTION -NO MECHANICAL COMPACTION WITHIN 10' OF SEWER LINES -COMPACTION BY JETTING ONLY STREET IMPRO\f,EMENT PLAN CONSTRUCTION PLAN , . BALBOA BOlJLEVARD 12th TO 13th STREET CITV OF ~JEt'JPOtli OEACH ~-~6i&J .. S PUBLIC WORKS DEPARTMENT S~EET.4A OF 22 93156 --~ 0 ~ z ~ " D 2r "]] J, ~ ., ( ( 'I I I " --s z I u r 0 D ,, <:: "' 0 ~ z i•~- -I •. , .. n i'~ 1.7 ~: ?i il £ ;~ [~ TI TI ,., Z! ~ z o ·, ------L .J -....'.:] - DIETERICH POST REORDER NO. 113013 NOTE: 'FOR STORM DRAIN & CATCH BASIN CONSTRUCTION SEE SHT. 7 .---------'-----------------1------+--+-------1----1 APPR?;J u #I [fl Y¥l~l~~~~~~~~?.•~~g 3-8-96 CAW DATE BY R.C.E. EXPIRES -?A• \Of,, '3 /-::,,\ lc..s-. AS BUILT PER INFO SUPPLIED BY GILLESPIE CONSTRUCTION . DESCRIPTION REVISIONS PUBLIC WORKS DIRECTOR 1 ~E. N;(,~1';ll DAT" n.-f-• .,..._ • APP'D. DESIGNED DRS CHECKED JAM DRAWN LOI DATE 9-23-94 \ ' \ 17 I 7 CAUTION -NO MECHANICAL COMPACTION WITHIN 1 O' OF SEWER LINES -COMPACTION BY JETTING ONLY STREET, IMPROVEMENT PLAN ELEVATION PL.l\N BALBOA BOULEVARD 13th TO 14th STREET CITY OF NE\;"JPORT BEACH PUBLIC WORKS DEPARTMENT I SHEET 5 OF 22 /- I I I / 22 1-1 f-'.. t,c ~ Ul\ ll ~-\ ~ ~ ll) I 11:) ril ~ " ~ ~ <:i ' 't !:: I ~ I') I ~g .... i • I "' • -\-• . -• '1-9 . I '2,",_ .. 'l- ·• • 22 17 t 'I-• ~ -,• ~ <() ,.,_ tf')l\l -,. ~ ,;.. 't C ~ . ; . : ~ •. : 5 .:;,;;;:;;;;;::,,,,-~ l . C( Q'. l <ti ~ t ~ hl ' 0 f--: ti)_ 1 ~ -I 0 \<) :,. Cl -~ t\j 1{ Cl ~ '\-~ \ ~ ~ ~ " + ~ -1-;. ~ <:. ;. 1-~ ., 15 ~ ~ 4) ~ 0- 't <:ll Ill • /lo 1 EA!li 2" f'IILLMX 0 CURVE DATA NEW .SERI/ICE FtJR FLllSh'ER, SP'RIHKLER /I' SllFETY LltJh'T DELTA RADIUS LENGTH TANGENT Oh' R.//SHER PtJL.c. 1 89°47' 31" 6.00 9.40 5.98 2 4°13'00" 5774.65 424.98 212.59 3 90°12'06" 6.00 9.45 6.02 4 4°13'46" 5684.65 419.62 209.91 5 90°12'07" 6.00 9.45 6.02 6 89°59'24" 2.00 3.14 2.00 7 1 °59'57" 5727.65 199.85 99.93 8 0°04'28" 5725.65 7.42 3.72 9 1°46'46" 5727.65 177.87 88.95 10 180°00'00" 9.00 28.27 11 90°00'36" 2.00 3.14 2.00 12 1°46'46" 5731.65 178.00 89.01 13 0°04'28" 5733.65 7.44 2.00 14 1 °59'57" 5731.65 200.00 100.00 DIETERICH POST REORDER f.!O. 113013 /lo 17 <:::, C) \!) ~ 1\1 ~ --:· C) "' Cl : ,· i-"l 1-11 ;: ,~ ~I~ ~ (:),I % 1(1- (\)1 . <:i '\ls <::) U)-,,,!'s-,, -,. ~ 'I- 't '!It • I(;, .3/=A ·-·-.' ;, . ·,·,.: ... p < <iJ ., VJ () () o.j I!, -\- (D '} 3/ 23 3£.A 22 ~ • ~ () ~ s:, "" \J Cl ~- 3/i, II) % 7 1- ' ~ -,. ~ r® <() '1-\:ll • ---, -.,, j; ·m • \j \JI Cl " '5 \tj -,. (') "l (\) 't ~ 9 /G 23 /lo (()] C) ..... C) <:,'II-, " <:, OJ-C) ,f'-, .,_ 7 lQ ;;; ~ 1-."l ..... (Ji 't (:ll ~. . . .s --..... _:,,; .3 .. PARKING METER POST LOCATIONS STATION 40+92 41+35 41+80 42+23 42+81 43+25 43+69 44+13 44+35 Ill (J ~ 'O IS t' \9 '\. C) !Q ~ 'ii, !G NOTE: !G FOR STORM DRAIN & CATCH BASIN co·NSTRUCTION • SEE SHT. 7 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 5 REMOVE EXISTING PARKING METER POST PROTECT IN PLACE 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 6 1/2" AC OVER 7" AB WITH SEAL COAT 13 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 SHEET2 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 PARKING METER POST PER CITY OF NEWPORT BEACH STANDARD PLAN 920-L CONSTRUCT SEWER CLEANOUT COVER PER APPLICABLE PORTIONS OF CITY OF NEWPORT BEACH STANDARD 511-L, TRIANGULAR COVER WITH "S" ON TOP CONSTRUCT TREE WELL GRATE PER LANDSCAPE PLAN CONSTRUCT CURB AT MANHOLE PER DETAIL ON SHEET 3 27 CONSTRUCT VARIABLE THICKNESS AC OVERLAY 28 CONSTRUCT SCHEDULE 40 PVC CONDUIT, SIZE AS INDICATED 30 CONSTRUCT 2 (TWO) 1-1/4" PVC CONDUITS (SCH. 40) WITH 1 {ONE) #8 BARE COPPER GROUND, 1 (ONE) #8 5VK STREET LIGHTING CABLE IN EACH CONDUIT {SEE DETAIL A ON SHEET 4A). INSTALL CONDUCTORS PER CITY OF NEWPORT BEACH STD. 204-L 31 CONSTRUCT STREET LIGHT PULLBOX PER CITY OF NEWPORT BEACH STD. 205-L 33 34 35 36 37 GRIND EXISTING AC PAVING 0.1' MIN. TO 0.15' MAX. CONSTRUCT PAVEMENT REINFORCEMENT FABRIC ELECTRICAL CONDUIT AND CONDUCTORS TO BE ABANDONED TO BE REMOVED INTERCEPT EXISTING TWO (2) 5KV CIRCUITS. SPLICE WIRES WITH 3 LAYERS OF 3M ELECTRICAL TAPE NO. 23 OVER 3 LAYERS OF TAPE NO. 33 OR EQUAL {TYPICAL) RUBBER BOOT NOT APPLICABLE. REMOVE EXISTING PULL BOX AND INSTALL NEW PULL BOX PER CITY OF NEWPORT BEACH STD. 205-L S££ SHEETG CAUTION -NO MECHANICAL COMPACTION WITHIN 10' OF SEWER LINES -COMPACTION BY JETTING ONLY STREET IMPROVEMENT PLAN CONSTRUCTION PLAN BALBOA BOULEVARD 13th TO 14th STREET CITV Of rJ~t'JPORY DEACH ~-~~e6J. .. ~ PUBLIC WORKS DEPARTMENT SHEET 5A. OF 22 93156 n l• •C 7 C a i~~-- y· l• ?. " n r 0 ~ n O 0 JJ .11 ~ 25 ll :0 2! t; z iS C Z " ff .. co ;-;:: JJ > < ::J z f" n )• cc .. 0 ~ z ,-~-- I 0 r 0 ~ n o 0 '' JJ D TI "' 0 TI TI ~ ~ z o C Z 23 ] D ~ ~ 7 !" n > C n . I I I I I D r C, .. n c 0 " TI _.,_ u u " D " JJ -~ ~ z Cl .. I I _ _J -, I I >-w ....I ....I <{ 1------_:_I N=S_::TA:::Lc,L'-:3,:c0,:c0ec_'-::-'P.'::V-'::.C":. -"~":'1::T.:'::'E;"R-:-':;M~A,,_JN,_ ____ 1 ic; (CLASS 200, C-900, SDR-14) • ~ I I L __ ,-- 1 I Dl~RICH POST REORDER NO. 113013 II ~ '.i ti ~1------------1-(it@0}1----------i ~--1; --., ---' ,--~ 1 ;\ ('\ " : i,. ' '· .\J ·~ ~ t~ lO. I ' " 13th STREET 12 n , 13 14 --L ' ' ' ' !' l J _ ____,_______,_ __ _ . ' -- -----'-----• ' ·::·: l! ' -... --.. - _.: -·' " • •• -·1····"· ·t· --- '" ., --': ----1 ---I---,---I----- ... ,. ' --.. , ' .. , __ !" ---j-• --i-----------:;~-- ..... ! . - "'"" - 1 I ' - ,-, 127 >< 32 >-< ~ 134 (i'§ .. --;_·===-· , ..... ,., ... ; ~- ' 1 ... t --- -;----- - -_-I· . .. , ,_ -__ ,_ ·-i--------''" "' __ _ ' - • . ..:; ___ -_ --- -. ·-::-:: ---~::: -+---t--·· .. , __ _ -----·" .. -__ , f=- .i-----------: ........ ,.,I". ---i---• ---- ' I. _, ----,--.. ' 1 • ~-::___ . - I ~ -1--· ... '" -----, ., , .. ,. ,. ---=--- . --,- - - " .,. --------->---+- i-=-...-1---.• 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 PROTECT IN PLACE ,., ----- ---t:··_ • ---_i----::----. -- i ,. --------r---.. -, ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STANDARD PLAN 111-L REMOVE AND SALVAGE EXISTING STREET SIGN ADJUST TO GRADE CONSTRUCT 8" PCC OVER 4" 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 PCC SIDEWALK PER CITY OF NEWPORT BEACH STANDARD PLAN 180-L CONSTRUCT STREET NAME SIGN PER CITY OF NEWPORT BEACH STANDARD PLAN 915-L (USE SALVAGED SIGNS) CONSTRUCT VARIABLE THICKNESS AC OVERLAY CONSTRUCT DRIVEWAY TYPE Ill PER CITY OF NEWPORT BEACH STD. 164-L GRIND EXISTING AC PAVING 0.1' MIN. TO 0.15' MAX. CONSTRUCT PAVEMENT REINFORCEMENT FABRIC REMOVE EXISTING 8" ACP WATERLINE, REPLACE WITH B"PVCWA'TER. DEPTH TO CLEAR PROPOSED STORM DRAIN (1' MIN.), CONSTRUCT BLOW-OFF AT LOW POINT PER CNB STD. 525-L, RESURFACE PER CNB STD. 105-L REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND BURY, RETURN TO UTILITIES YARD AT 949 WEST 161h ST. INSTALL NEW ARE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STANDARD 50O-L , FIRE HYDRANt SHALL BE JONES J-37OO. .~\'"ofEss,a~ A D, 1 • £.· •--.,,,.t "' LI D ) Ji~S:, ::~-;:,\. ,\~\<;.:>,_•_\, .--.,;..{7_;-..;_ ,..;___..;_-_ __;:~::;___;;;;;,,....,;;;;~....,-=------t---t--t----------T"'"--a A~ /. 1 /} ,f 1%7 '-<f •\•A' t'.'.\\ _, I--.......... --J -~ 1.,,(/~ i\'_._;f_-.·-~·" :1i:~21~,1~:_,._}_~ 1]';j ~ WILLIAMSON & SCHMID STREET IMPROVEMENT PLAN 13th STREET -: :-1 /},I AS BUILT PER INFO SUPPLIED BY PUBLIC WORKS OIRECTOR R.E. NO. -IG] 9 I DATE Lf.-~•9S"° . i;·· ' ' / CON s u LT I NO C IV I L E N G I N E E Rs AN D LA ND s u RV E y OR s 3-8-96 CAW L.!..:, GILLESPIE CONSTRUCTION. \\u;/;:~IV\L _ _/<-:~ .. ~::-l-,,===-=---'-5'_01_"_ .. __ "_111_·_""_""_·_·_'"_'_""_·_""_"_'0_'"='!-=•-=·•-co_• _71_412_5_ .. ,.-= .. ,,,·c::71=412==-59-0_"_'_'AX-:=:--I DATE · BY DESCRIPTION APP'O. DESIGiws ORA~~/,,/ ~.;,... •, ,;-• ..__-.,-t\\' ,.,, APPROVED DY R.C.E. EXPIRES DATE • ---'-----'-----------------'----1-c===---t==-----t ;c--'• QI: r•:\_S;c:;,o•' _ \ ~ _t,, (\ ~ CHECKED DATE ~.~~~~ .._j Qs.,,,::,e;-. ,I'-._. llOlW ,Z.z,\O(..., ~ (<e>\ /s,s, '?l\<,,!4~ REVISIONS JAM 9/23/94 BALBOA BLVD. TO 55' N'LY OF BAY AVENUE PUBLIC WORKS DEPARTMENT SHEET 6 OF 22 93156 C z < ·-" ' _, rn _;J L' _:; iii n > ,- "i u " ··~--- 0 CJ \ J -' ' ) -- . ' - --? -~ -~ 'Q --cx:i i-: (/J x Lw 18"¢ R. C.P. - 0 : "&) STA. 40+00 SLOPE 0.10% 18"¢ R.C.P. - STA. 40+00 C) ' ,-... o.i c_j o.i c_j 12"¢ C.M.P.11--- ,' 18"¢ VCP .: ' I I °' -6 --1- ' "' L...,___ )til ,---~ \~ (_i 1/1 / '--s,_,,---J 'I~~ NOTES : 1. FOR REMOVAL AND DEMOLITION, SEE SHEET 4A. 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. CONTRACTOR 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 CONTRACTOR'S RESPONSIBILITY TO COMPENSATE THE RESPECTIVE OWNERS. WBS\4301\4301S01.DWG SCALE:1-20 4 4 95 o.i c_j ~ o.i c_j CONSTRUCnON NOTES FINISHED SURFACE . ?QO '.) 0/-Q J1 Tf T,Qj, [)ie I 1e,,,1,N/'. ANu ,_.A, '<t-, -CONSTRUCT CATCH BASIN PER CITY STANDARD STD 300 L A AND STD 300 L B, ~ AND MODIFIED AS SHOWN ON ~ SLOPE 0.30% -. CONSTRUCT 18" R.C.P. W/ RUBBER GASKET JOINTS, 2000 D LOAD WITH CONCRETE SLURRY BEDDING AND BACKFILL. 0 ·u:: o, . ·•. ,'t-.. 18"¢ R. C.P. 18"¢ R. C.P . -• PROFILE - SCALE : HORIZ. 1" VERT. 1" FINISHED SURFACE ---· _- ,., 1 PE 0. 10% - -18"¢ R. C.P. -- ,. ... "A,, 20.0' 2.0' ~ o:i c_j .. - --I - STA. 39+00 PROFILE -"B" SCALE : HORIZ. 1" = 20. O' VERT. 1" = 2.0' ~ ---~ "l I>< ~ (/J --.. - I ? '? ··'-0 / . -- I -2000 D LOAD WITH CONCRETE SLURRY BEDDING AND BACKFILL " RC' 8 ¢ .. , .• STA. 38+00 (£ OF C.8. #6 s NEW 18"¢ R. ';,f. W/ RUBBER GASKE-JOINTS, 43'-7" SOUTH OF q_-~ q_ OF C.B. #7 SITE PLAN -1 SCALE : 1" = 20. O' 18"¢ R.C.P. ___ _ = STA. 37+00 --: -- STA. 37+00 ) -- -18"¢ R. c.; (£ OF C.8. #2 - -~ o:i c_j CONSTRUCT MEDIAN CATCH BASIN WITH NORTH AND SOUTH INLET PER CITY OF NEWPORT BEACH STANDARD PLAN Uj STD 305 L, MODIFIED AS SHOWN ON ~ CONSTRUCT MEDIAN CATCH BASIN WITH NORTH INLET ONLY PER CITY OF NEWPORT BEACH STANDARD PLAN STD 305 L, L 3' 6". REMOVE EXISTING CATCH BASIN. EXISTING 12" STORM DRAIN TO BE ABANDONED IN PLACE. FIELD VERIFY LOCATION OF STREET LIGHT POWER LINE. PROTECT IN PLACE WHILE IN SERVICE. -----L.J Ql --Ji)_ v -..'.:J - I t;:L: l\ -1 r----~---~. i- ----------- \ r I,~=-::==-==,~~-.,~.• ,---,-, -✓-.,...._.-, --------------t---+--+-------+----1 Ac/:Jevfl r ~ '6\ CASH & ASSOCIATES r][l ~~bh-~~M§2R~ A~ ~9~M~E 3-8-96 CAW ffi AS BUILT PER INFO SUPPLIED BY ::: 1 ~~::~TOfG?SI STORM DRAIN PLAN ~ &IL~@& ~@ lUl!L~~ £Wl!Q) 12th TO 13th STREIET , , ~f,_ L!!.J 15101 Red to Avemio Tustin, Cllllfomla 714/269-7800 714/250-0210 FAX GILLESPIE CONSTRUCTION. ~ (714) 895-2072 t--,-,----,-=,--,c--,-------------------1 DATE BY DESCRIPTION APP'D. DESIGNEDWBS DRAWN JKL APPROVED BY R.C.E. EXPIRES DATE. 4-4-'fr REVISIONS CHECKED was □~TE ??. aLI. CliV 0~ ~J~t"JPO~Y i~ACM PUBLIC WORKS DEPARTMENT ~-~~a4-s SHEET 7 OF 22 ' ~ 0 ' z I , I I I / I : I ' <:!} ~ .... 6_=§= cti (.j __ - 0.20% ' 1 "¢ RC P --'c • . • ' I ' PROFILE -"H" @ STA. 44+02 STA. 44+00 / 'j SCALE : HORIZ. 1" VERT. 1" -. -, cti l5 20.0' 2.0' e5 i.::: ~ 2250 D LOAD CONCRETE PIPE WITH MORTAR JOINTS WITH CONC. SLURRY BEDDING ANO BACKFILL -- ... • cti ; STA. 44+00 _4 NEW P{ILL aox COUl'ITY S/1/"IIT,lTIOH. 1----8''-d VCP I • • I i--.l" COPPER TO 1/LLEY TIE -IN l'/T G" Ml/IN NOTES : 1. FOR REMOVAL AND DEMOLITION, SEE SHEET SA. 2. THE LOCATIONS OF SUBSTRUCTURES SHOWN ON THIS ORA WING ARE BASED ON INFORMATION PROVIDED BY OTHERS. NO WARRANTY JS EXPRESSED OR IMPLIED THAT ALL SUBSTRUCTURES ARE SHOWN OR THAT ALL SUBSTRUCTURES SHOWN ARE EXISTING. CONTRACTOR 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 CONTRACTOR'S RESPONSIBILITY TO COMPENSATE THE RESPECTIVE OWNERS. WBS\4301\4~01SD2.0WG SCALE:1 ""20' 2-13-95 18"¢ R. C.P. 18"¢ R. C.P. ------ --• •• • •• • • I .• -· •• cti l5 . ---- --· .• ··-... ·- STA. 43+00 SLOPE 0.25%- 18"¢ R.C.P. _ SCALE : HORIZ. 1" VERT. 1" > --:::::r::::'=::=t~ ~ ., •. . _, : 200.Et'o J oio.'::.m_ H C' • I'' Jf) 'l'X • . .. , .., ___ ~(\_ [)_ 18"¢ R. C.P. o'--· ·> -_.J .:-.. 0 . - "c" 20.0' 2.0' STA. ~ 2000 D LOAD WITH CONCRETE SLURRY BEDDING ANO BACKFILL FINISHED SURFACE~ SLOPE 0.1% 18"¢ R. C.P. cti Ll ·-· . -· -· ... .. .. -. . -- 18"¢ R.C.P. Tice I \L ..,_ <o -"11:, ---7 --_, /.-·-· PROFILE -"D,, SITE PLAN -2 L :J t---- ... . 18"¢ R.C.P. ..... ,,.._ ... ----····--,_ f---· STA. 41+00 --•• ·-···---- . ---"' ···---- ... . .. . 18"¢ R. C.P. . ... ----, - STA. 41+00 cti . ::t: ~ c:i '.ri 18"¢ • • R.C.P ~ ~ c:i c:i :::,: :::,: ~ ~ ~- ·..9 o' = = = = = 'A o) 0 o ---- SCALE : 1" = 20.0' fJ 0) _ r------~~-----Lfl..._,_, ___ -_. _ _;;...__,,,;;.__;;;=;.._::~:;-7:::, • ....::=_------,l---t--,---------j---JAOP ~ -~'~---. .,,. • ' ' -~ ~!~k~~,M§2R~ ! ~2~~~£ CASH & ASSOCIATES (714) 895-2072 ~--,-~,r 3-8-96 CAW 15101 Rod ICJ Avcrw• Tualln, Colllomlo 714/259-7800 714/269-0210 FAX 1-----------------'-------------I DAT£ AFPROVED BY R.C.E. EXPIRES DATE BY /1\ AS BUILT PER INFO SUPPLIED BY L.!.:cl GILLESPIE CONSTRUCTION. DESCRIPTION REVISIONS APP'D. PUBLIC WORKS DIRECTOR R.E. NO. IG79J DATE. A. L.O.,- DESIGNEDWBS DRAWN JKL CHECKED "''BS DAT£ m 9 22 94 CONSTRUCTION NOTES CONSTRUCT CATCH BASIN PER CITY STANDARD STD 300 L A AND STD 300 L B, W 4' O''. Uj MODIFIED AS SHOWN ON ~ CONSTRUCT 18" R.C.P. W/ RUBBER GASKET JOINTS, 2000 D LOAD WITH CONG. SLURRY BEDDING & BACKFILL. CONSTRUCT MEDIAN CATCH BASIN WITH NORTH ANO SOUTH INLET PER CITY OF NEWPORT BEACH STANDARD PLAN STD 305 ~ L, MODIFIED AS SHOWN ON ~ CONSTRUCT CATCH BASIN PER CITY OF NEWPORT BEACH STANDARD PLAN STD 300 LA ~ MODIFIED AS SHOWN ON ~ CONSTRUCT JUNCTION STRUCTURE PER CITY OF NEWPORT BEACH STANDARD PLAN STD 307 L. REMOVE EXISTING CATCH BASIN . EXISTING 12" STORM DRAIN TO BE ABANDONED IN PLACE. CONSTRUCT 18" RCP WITH RUBBER GASKET JOINTS. REMOVE EXISTING 10" CONG. PIPE WITHIN PIPE TRENCH. EXISTING 10" CONG. PIPE OUTSIDE OF TRENCH SHALL BE FILLED WITH SLURRY ANO ABANDONED IN PLACE. FIELD VERIFY LOCATION OF STREET LIGHT POWER LINE. PROTECT IN PLACE WHILE IN SERVICE. CONSTRUCT TEMPORARY CATCH BASIN, PER APWA STD. 304, ONE GRATE. CONSTRUCT TEMPORARY 12-INCH PVC DRAIN, 5=2.0%. I - l T- ' \ STORM DRAIN PLAN lIDAlLW©& rnl©IUllL~~ ~!fil[Q) 13th TO 14th STREET • CIYV Of fj~t".1,0~'i' i~ACN rt-~683~-S, PUBLIC WORKS DEPARTMENT SHEET 8 OF 22 I I I I I • I I I I i ~ I g ~ I) z !'I n k- ~ ;, --- 0 ,, ~ z I D r D u, :1 ~":) _,_...,,. ,_, ,.::i G3 ,, ·~ 2: ll c; I I I I I ' ; l I 0 r D ') rJ 0 0 JJ ::..i 0 U r D " u [,J :t:, --< ::j ] o:i c..:i ~ ~STA. NOTE: / ~t1:l . 1--: • V) x-. Lu 11/f u I) ., }.£J J '"' H er rvr ITC TF 1 ..... , ~ y J J, :J A1' J ,I'\ C II STA. 10+00 \ ) V I-- THE LOCATIONS OF SUBSTRUCTURES SHOWN ON THIS DRAWING 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. CONTRACTOR 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 CONTRACTOR'S RESPONSIBILITY TO COMPENSATE THE RESPECTIVE OWNERS. WBS\4";301\4301S03.DWG _ SCALE; 1 ==20' 2-13-95 l{) "i 0) 6 - STA. 11+00 -- SLOPE 0.264% 18"¢ R.C.P. f.' 'JI L -'J -cLUI-_ - - STA. 12+00 PROFILE -"£" SCALE : HORIZ. 1" = 20. O' VERT. 1" = 2. O' I--- ,_ -- Ui ----f-;: I- V) x Lu - c..:i :s: Lu ,-.J a l,_j co 1--: 1--: V) V) xx ' -SLOPE 0.266% 18"¢ RCP r -h - ----·- ---- ,:,LOPE 0.266% 18"¢ CAP CORRUGATED ALUMINI/M PIPE, 14 GA. ,_ - -- - -,_ -- STA. 13+00 STA. 14+00 (/J - ;-n---1f1[)/J/rtOHAL REl'IOVAl5 -ro PRA/N Ll/,R4E ?ONPS I £ 5,054,' 0 ~I ~ ~ ------7----~~--~--~ s:: r-SAW CUT ANDJrEMO\f£_£i PIPE 7 EN:;H, TEMP. PATCH S.D. TRENCH NTIL N"'-W STREET SECTION IS CONST 'UCTED I I 1·----------~-----~ ~-J -- \ \ J l } --- - ----- - I------ -- STA. 15+00 CONSTRUCTTON NOTE CONSTRUCT JUNCTION STRUCTURE PER CITY OF NEWPORT BEACH STANDARD PLAN STD-307-L. CONSTRUCT 18" RCP WITH RUBBER GASKET JOINTS. REMOVE EXISTING 10" CONG. PIPE WITHIN PIPE TRENCH. EXISTING 10" CONG. PIPE OUTSIDE OF TRENCH SHALL BE FILLED WITH SLURRY AND ABANDONED IN PLACE. RAISE EXISTING F.H. LINE TO CLEAR NEW S.D. EXCAVATE AS NECESSARY TO CONSTRUCT CONCRETE HEADWALL SEE SECTION~ CONSTRUCT VAL VE VAULT, rJ:) WB CONSTRUCT CONCRETE BLANKET OVER EXIST. SEWER LINE PER APWA STD. 225. i PROVIDE SUPPORT TO EXIST. CONDUIT PER APWA STD. 224. CONSTRUCT 18" CORRUGATED ALUMINUM PIPE. SAW-CUT EXISTING PAVEMENT AND REPLACE AFTER PIPE CONSTRUCTION PER C.N.B. STANDARD STD.-105-L. CONSTRUCT CURB INLET TYPE OL-A PER C.N.B. STANDARD STD.-305-L, L=3'-6''. CONSTRUCT 12" RCP WITH RUBBER GASKET JOINTS, 2000 D-LOAD FILL EXIST 10" CMP WITH SLURRY AND ABANDONED IN PLACE REMOVE EXISTING HEADWALL AND ABOVE GROUND PIPE. PLUG END OF PIPE TO REMAIN. FILL WITH SLURRY AND ABANDOND IN PLACE. RELOCATE "END OF DRAIN" SIGN. STORM DRAIN PLAN il~~llil $ii~~~ii BALBOA BOULEVARD Cl"i'V Of rJ~t'Jt'}ORi !3gAC~ R·~~l8~-S:, PUBLIC WORl(S OEPARTIAENT SHEET 9 OF 22 ' ;:: L.. ' (:) ~ . ' 0 ,j --,-- ~l ;J ~, :":'. !" n > C -, D " 7 J., ----·- n > C "' 0 " L 0 -· ·- I EXIST. 8"- SEWER, /NV. VARIES ' 20" , 9" I •. 4 SCALE : 1 /2" = 1 '-0" 2'-0" TYPE 1 W = 3'-0" 1'-6" 1'-6" i NOTE: SEE NEWPORT BEACH STANDARD DETAIL STD. -300-LA FOR ADDITIONAL INFORMATION. SECTION SD:-4 ' r===='---11 f' ~;r-=====~ s~M=DR=AIN= --~ -r-LsTORM DRAIN PIPE WHERE 11 11 _J:I,,. PIPE WHERE OCCURS-----L---~• /lA~ OCCURS CATCH BASIN SCALE : 1 /2" = 1 '-0" 20" I L lL :; ~0-1~ 1" CB 77 -- TYPE 1 9" 2'-0" 6"¢ 01 N'G PLAN i-----1--+-3" TYP. ALL AROUND ELEV. -0.23--+-'.\_,___, ~- \ I I Wo~ ,.5( ?:la';<;t: ,t-0 -coA T EXPOSED ~G~C::.S RE-BAR W/ EPOXY w CRUSHED AGGREGATE WRAPPED WITH AMOCO 4545 GEOTEXTILE OR EQUAL NOTE : SEE NEWPORT BEACH STANDARD DETAIL STD.-300-LA FOR ADDITIONAL INFORMATION. CATCH BASIN TYPE 4 SECTION SCALE: 3/4" = 1'-0" WBS\4301\4301S04.0WG SCALE:3/4"=1' 2-13-95 C 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)----~ L -3'-6" ~STORM DRAIN ;:::::r ~ PIPE WHERE --..__ ----, ~ OCCURS n --.. -I ' _J:I,,. 11 If ~ #4 (TYP. 3" CL. OF WALL --f--3-A-i> FACE-1 1/2" CL. OF TOP) 11 1 1~~1 II 11 ~ ---14n12" 11-__, 11 I I I I. I I I I 11---1I ' I I I I LL_~- 6:S j:.:: a_ ~< (/JC) (£_ CB I ::::, \ NOTE: SEE NEWPORT BEACH STANDARD DETAIL STD.-305-L FOR ADDITIONAL INFORMATION. CATCH BASIN TYPE 3 PLAN SCALE: 3/4" = 1'-0" (AL T.-1) ,---A ~LOCATION TIE I l PLAN SURFACE FLOWLINE . (RAME AND GRATING tu R ITYP.J .. ,., _ 't"' ll""'".t.. ~--FINISHED SURFACE ,,....-., . ~ ) t 25 r I ,-,...-1------T---+--'---< SECTION A-A CENTER SUPPORT FOR MULTIPLE GRATES OPTIONAL ROUGHENED CONSTRUCTION JOINT (TYPJ l i I ( CENTER SUPPORT FOR MULTIPLE GRATES SECTION B-B .,._ ... "···-····stAutruRAL .. o11tA· -~·-·· .. WALL ANO SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS NO OF MAX REINFORCEMENT GRATES V t FOR WALLS AND SLAB~ 1-2 4 6 .......,_r_-'--=·•,-+~•=",-< NOT REQUIRED I -2 10 10 1-2 12 10 REQUIRED 3-4 4 6" 3-4 1 e' NOT REQUIRED 3-4 s' s" 3-4 12' 10" REQUIRED 5-6 4 6 5-6 6' a" NOT REQUIRED 5-6 a' s" 5-6 12 10 > 6 4' 6" REQUIRED )6 • • > 6 12' 10" " I:,' '. R > \ CONNECTOR PIPE Of! MONOLITHIC CATCH BASIN CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY lliE. APWA•AGC JOINT COOPERATIVE COMMITTEE 1984 REV, 1992 GRATING CATCH BASIN -ALLEY (LONGITUDINAL) USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 304-1 SHEET 1 OF 2 'i ~ • ,1/7 .. ,; -I':.. I - CASH & ASSOCIATES (714) 895-2072 ...3-t!.'?-~ I - #3 TIES @ 3"-~/ IL 4-#4----------aHl==i' SECTION SCALE : 3/4" = 1'-0" I • I ...... ........._ .. \:..F I 4 -- 4'-o" •• • I . . 4-#4 1 INVERTS, I SEE PLAN---\ <J 4 <,..> <J I I <J ' C \ 4 CATCH BASIN TYPE 3 SECTION SCALE: 3/4" = 1'-0" NOTES: 1. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS AND SHALL NOT BE SHAPED BY PLASTERING. 2. ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT PLANS. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH ANO SHALL HAVE A LONGITUDINAL ANO LATERAL SLOPE OF 1 :12 MINIMUM AND 1 :3 MAXIMUM, EXCEPT WHERE THE SURFACE GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE SURFACE GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: V = 3.5 FEET. Vu = THE DEPTH AT THE UPSTREAM END OF THE BASIN AND SHALL BE DETERMINED BY THE RE· QUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN 2.5 FEET. V, = THE DEPTH AT THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. W = 2 FEET 11-318 INCHES FOR ONE GRATING; ADD 3 FEET 5-318 INCHES FOR EACH ADDITIONAL GRATING. A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INOICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED, -. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIP.EIS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3-INCH PIPE EMBEDMENT. ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3-INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENOS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 OEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED ON THE OPPOSITE WALL AT THE CENTERLINE OF THE DOWNSTREAM GRATING. STEPS SHALL BE SPACED 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP OF THE GRATING AND PROJECT 2-112 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES. 7. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 311 FRAME AND GRATING FOR CATCH BASINS 635 STEEL STEP 11H11 ~tll-V~Hnt•Vl-~N~ ~1-Mtlc, ntn~ ,-, -' ~ lI'u 0' ' Dl - AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER GRATING CATCH BASIN -ALLEY (LONGITUDINAL) STANDARD PLAN 304-1 SHEET 2 OF2 4 W = 3'-0" 1 '-6" 1'-6" 7 I ' cLF------+---4----+-+-+'--+--'-----r I ,-\ I ' FUTURE 18"¢ R.C.P.-~ 8" BRICK BULKHEAD WITH GROUT TO PLUG < '<Cl ct WATER TIGHT FOR FUTURE PIPE CONNECTION---~ 6 6 j:.:: ~ VJ ' CB CATCH BASIN TYPE 4 PLAN SCALE : 3/4" = 1 '-0" POTHOLE LOG POTHOLE NO. P-1 P-2 P-3 P-4 P-5 NO. C.B. #1 C.B. #2 C.B. #3 C.B. #4 C.B. #5 C.B. #6 C.B. #7 C.B. #8 C.B. #9 C.B. #10 C.B. #11 C.B. #12 C.B. #13 C.B. #14 C.B. #15 C.B. #16 C.B. #17 C.B. #18 TYPE 1 1 3 1 3 1 1 1 2 1 3 1 1 1 3 1 3 1 STATION UTILITY SIZE OF CONDUIT COVER 36+70 TEL. 12" X 24" 20.5" 37+70 TEL. 12" X 24" 24" 39+50 TEL. 12" X 24" 44+00 TEL. 16" X 24" 33.5" 45+15 TEL. 16" X 24" 39" CATCH BASIN -SCHED. if. C.B. STA. NO. TYPE if. C.B. STA. STA. 36+25 C.B. #19 3 STA. 42+44.12 STA. 36+75 C.B. #20 1 STA. 42+75 STA. 36+75 C.B. #21 3 STA. 43+00 STA. 37+25 C.B. #22 1 STA. 43+00 STA. 37+75 C.B. #23 1 STA. 43+50 STA. 37+75 C.B. #24 1 STA. 44+00 STA. 38+25 C.B. #25 3 STA. 44+00 STA. 38+75 C.B. #26 1 STA. 44+02 STA. 38+75 C.B. #27 4 STA. 45+25 STA. 39+50 C.B. #28 1 STA. 45+25 STA. 39+50 STA. 39+50 STA. 40+62 STA. 40+62 STA. 40+69.68 STA. 41+75 STA. 41+75 STA. 41+75 I PUBLIC WORKS DIRECTOR STORM DRAIN PLAN ~&lL~@& ~©tUllL~~ ~IR1@ R.E. NO, IG79 I ' f]D ~~bk~~IM§S?R~ A~ ~Qt;!~!E l..§_J 15101 Red ICI Avemio Tustin, Colllomla 7141269-7900 7141259-0210 FAX 3-8-96 CAW AS BUILT PER INFO SUPPLIED BY GILLESPIE CONSTRUCTION. DATE. tL-6, • q '> DETAILS AND SCHEDULES 1------------------------------1 DATE BY APPROVED BY R.C.E. EXPIRES OAlE DESCRIPTION APP'D. REVISIONS DESIGNED WBS CHECKED WBS DRAWN JKL DATE 9/22/94 PUBLIC WORKS DEPARTMENT SHEET 10 OF 2 2 . I I c; ,, C -, 0 J~ ,' '"~--- a,~-- \; L T u ,- □ ~ 8 ' ~ ~ _,, JJ '.:! ~~ 0 ·f! r " "' 0 ,, ' ~ 0 ~ c J-;:~-- I , I l I I I .1 : I ~i-' i C u ' u ,,_, ,'J 8 ' ., 0 co '..i 0 - / ' HEAD WALL SEE!-:, c;--n3---l __ t=,1-------,. ~ i:1: V) -----------7 -----I I (V==--==-=--==--=--==-=--==--~~==l!::====I!~/ I I SECTION SCALE : 1/2" = 1 '-0" ,_ \ ,, 18" DIA. R.C.P. SLIDE GA TE VAULT -SECTION SCALE : 3/4" = 1'-0" WBS\43.11\4301$D5.DWG SCALE:3/4' ~t• 2-13-95 I I ~ I I ~ L _ _J 12" 8" • -J C\J -J -SC a 4'-0" ' C\J - ' ,----EXISTING GRADE, EXCAVATE AS NECESSARY TO CONSTRUCT CONCRETE HEADWALL g 7 -+ I - <D I ------j ,I • ti -4 4 • ., ·.., ... fl CONSTRUCTION NOTES @) CONSTRUCT MODIFIED CURB,INLET TYPE OL A(L 5') PER C.N.B. STD. 305 L. (§) FUTURE SLUICE GA TE (BY CITY) @ CUT OPENING THRU MANHOLE COVER FOR SLUICE GA TE KEY. (BY CITY) @ CENTER MANHOLE COVER OVER OUTLET. 0 #4 15 ,.l__:JowEL@ 12" o.c. 12" 0 FUTURE BUil T UP WALL (BY CITY) (i) 18" RCP @ CAP (J) CONCRETE COLLAR PER DETAIL '8' C.N.B. STANDARD STD 302 L A 1 I I I l....L J ' _J ~ ~. S0-5 7 ROUND OFF TOP OF PIPE ANCHOR 3A "- SECTION 5 HEADWALL DETAIL SCALE : 3/4" = 1'-0" ' c:, ,I - ,, -o" 6" I~ ~I ,------1-l -4-----. I I I I I I '-'-----H' -'1-+--' lo ol lo ol 2" CL. !o oi 1.'-0 --+--01 I I ..------' lo 01 .___, _j L 2'-0" "/ 111.-1 l • (l f1 W/Th r JNCR" I· ,.__ , 'RR ,:. ·c.:r _II(~· LI iU. r-1" ' K.t r FINISHED" ~~ --- ~ ~--I 1/f ll-----I.·-- -· O:iF c,:iE 6 ·-- . . ~SLOPE 0.30% ;; . .d 4--- D -- PROFILE -"F" @ STA. 36+75 SCALE : HORIZ. 1" = 20. O' VERT. 1" = 2.0' 5 I TYPES OF PAVEMENT REPLACEMENT I. 1rench re\iurfacln~ in portland cemen~ concrete pa~emen+ i;hall be per Standard Specif1cation1 9ecfion ao1,-/.'}1 except fhat concrete sha II be minimum 611 fhic~ eta~; 560-C-3250. z. 1rench reJurfactnq In a5phalt concrete pavement 5hal/ be per Standcird ~pecificaflon~ Secfton :lDID-1.,, e;cepf fhBf: o.. asphalt concrete shall be p/acetJ in Jiff~ nof fo exceed 4''fhick. b-apply tack coat and feafher new pat1emen+ as nece,;ilry fo jea/ fhe confocf join/ and eliminate pavement depre~;ion~ wi~hin one fool-ot \he eon\-act Joint. I , Pipe be4dinq and bocXfill per 5td-\ Ob·L i I .. \ ! I ; : . . • i • REV. 2/20 /91 • ·· •· " Rc'P. 5·:!?7·8Z .R.&. • , I ; CITY. OF NEWPORT BEACH DRAWN =-DATE ,,=o • ...,·•-•-'---,-'"----'-PU_B_L~IC_W_OR ___ K~S_DE_P..;..A;;..;RT~M.;.;,;E;;.:.N;.;.T ___ APPROVED • d d-f")/ i? '. J)Y-rRENCH ·: RESURFACING ' PUBUC WOR~~E-~~:cm~ , L ... t .. ·. , .... : .. '· . . .·. . . . . . . DRAWING NO. STD . .,;. I 05-:-iL . I 4 fj -_(ti -. (.) ~SLOPE o .50% 18"¢ ~ R.C.P. . SLOPE 0.50%- .. -- - I _\_ . -- ;; 4 -- ' • PROFILE -"G" @ STA. 39+50 SCALE : HORIZ. 1" = 20.0' VERT. 1" = 2. O' STORM DRAIN PLAN ~&!L~(O)& ~(O)lUJll..~~ &!Fil@ DETAILS AND PROFILES CIYV 0~ ~J~t'JPO~i 1:§~AC~ R•~6B&J.0 S PUBLIC WORKS OEPAR™ENT SHEET 11 OF 22 r:. !f • 0 --Lr J:l )> <,_ :c L " -n ,. 0 i',: 0 u {) Tl )! u ' '" u ;; ii ' -' C ·,_; < ~ H a C '!: ) c !'' ~! r " c·, -, -o~- i :r 0 r 0 ;\1 Cl n □ " ~ D ·c m □ " ~ ~ E1 z O C z ~ "' " • D ' -r_n :rJ • ), < JJ z m u ,, r " u ::; ~.c ,: •~----·-- ·' I n ,-- u ri: () ~;: 3i u .J r,· ,_-, ;~ ~~ -,;: c:'.1 z () -c--~ / •• •M ••"•-,. ____ , __ --·-···" ~-----·---: .. -----·-----· -'••---· -··--·---····--· 15th l/7 49+7 .80 NOTES: 1. NBS\ 4301\ 430 I S06.DWG ·scALE: t =20' I I lz .. , '"""·· ...... ' --- :::::j:::::: :::.:.::· ~~::.J -! .. , .,.,,,_ i------•" ,.,.,.~• ,.,.,. H -• •• ~• ,._:, -·· ..... :::---:.:.::l ··~-- .,;., .. m. ···-----l--·=1-,::::::: -·--:~ ---, • ., . • :::·: :··:,. ···-+······ :. f::C::F:· . ••• • ·-~-• ·0 • ,_ ·-·-.. ; ... , : . •. :::: . ·~·· .... • ••...... STA. 11+00 --· • ·-···--i----' ----~";;:., • •• ._. •• :::~_';;_ ~-::r .... :::'..t -; ·::. ···~····· • ~::::. """':::: ------.. --·--· - -··· --· """' --...... . Z:5\.~ . .. :J ~-~t 11.- 1/ifi E :'2' ~ti--;::.,• • • •:~ • :n. ,:: .. -· . ~--· ------.\.-...--- ~ ~ ~ • • •••• • PROF I LE SCALE VERT I CAL• 1 •= 2' ~-HORIZONTAL• 1 •-20' STA. 12+00 PROFILE 11J 11 SCALE: HORIZ. /" = 20.0' VERT. /" = 2.0' YI ' Cl' ~ -£ 6,053,ooo ..... ,. -~---~---,-.--•·-....... '1........ ---""'• . , .~.-----~ ,, .. ::-,,_~ ··f--~--~ ------~---•• ---"'" ...... ~-:.:::i::;:;::~::-,:... -: - STA. 13+00 '' ;~~--~-~ ····-· -"··--·••*••------ ····-·" •••• .:: -•-::... ::::::: :::: ,;: ..:;,;:::;,"'." ••--• ,__,. oj-vw•-•• •---•-'"'~•• •••••-• _ Mm ,_ , -•m •••••• • STA. 14+00 -'<!) @ @ @) @ I I ,, ......... ----. .,., ...... . ---· ., --~--·---• -••••• •••••• ~m• ,,,.,~ ., -••• o>,m ••-• ,-_ -.. ,,,. __ ,,__ -·-------....... , 1·--"""" ---' . -- r::::::::::;"_ r-"'" ,.___ .. I STA. 15+00 CONSTRUCTION NOTES REMOVE EXISTING 78" CMP AND CONSTRUCT 18" RCP WITH RUBBER GASKET JOINTS. PROVIDE SUPPORT TO EXISTING CONDUIT PER APWA STD. 224. --·-. -· .. --r--- SAW-CUT EXISTING PAVEMENT AND REPLACE AFTER PIPE CONSTRUCTION PER C.N.B. STANDARD STD.-1O5-l. EXISTING 18" CMP TO REMAIN. PROTECT-IN-PLACE. CONSTRUCT CONCRETE PIPE COLLAR PER C.N.B. STANDARD STD. -313-l. EXISTING 8" CMP TO REMAIN. PROTECT-IN-PLACE. ,.,c=:=====:;==;==;==:;::::=::;=~=[991')1-.__-E-'Jfis-t/NG MANHOLE TO REM;,!/,. l _,, « I I) r I cD 9/ THE LOCATIONS OF I SUBSTRUCTURES SHOWN ON THIS DRAWING ARE BASED ON INFORMA TfON PROVIDED BY OTHERS. NO WARRANTY IS EXPRESSED OR IMP/J/ED THAT ALL SUBSTRUCTURES ARE SHOWN OR THAT ALL SUBSTRUCTUREf. SHOWN ARE EXISTING. CONTRACTOR SHALL USE REASONABLE CARE [N EXCA VAT/ON FOR THE NEW STORM DRAIN LINE. IN THE EVENT OF ANY DAM'(iGE TO EXISTING SUBSTRUCTURES, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPENSATE THE RESPECTIVE OWNERS n " PROFILE "J" ~ CD fl r· ~~ ~ ~ -5- 0 □ D W~ll~AMSO~ fi1 SCHM~D CONSUL TING CIVIL ENGINEERS AND LAND SURVEYORS . 3-8-96 CAW ~101 Red H::I Avenu:, Tmttn. Cct::forrm 714/268--7800 714/260-0210 FAX ' DATE BY AS BUILT PER INFO SUPPLIED BY GILLESPIE CONSTRUCTION. DESCRIPTION REVISIONS APP'D. @ , EXISTING OUTLET STRUCTURE TO REMAIN. C) CHECKED "''BS DA TE rn 9':-22-94 STOR~JI DRAIN PLAN ~@Qlm $u!FJ~~u IBALIBOA 130ULIEV ARD Cl'i'V C~ rJ]t"J~OU1i IID~L\C~ PUBLIC WORKS OEPARTI.lENT SHEET11A□F 22 H " C ·• ~ ~i '" }Ji_,. __ _ •. I ·, i u ,· u CJ > ,· ~ 0 ::.} L 1---: ---- ·,--\,-. 2. l '~ !J CJ G u JI JI LJ l~, "' l l JJ Ji ::i ;, ' ., z 17 ,_ z ;: 1-:C· 0 0:: 1-:c (:, ii: ~ g IJ..I ID IJ..I IJ..I VJ ~------,S IJ..I ca IJ..I IJ..I VJ 13th ST 11 ~ 11 =~ ~dOl R7 EXIST. TUES SS SNS 8 4 TUES SS EXIST. R1 SNS ss ss 8 8 MON SS T ,r T ,r 20' 20' 20' T 20' , r 20' J L TUES SS 8 -- ~- ;,, RC "' T 20' _L , r J L TUES SS T , r 20' 22' 22' _L J L 8 MON SS ~ -- ·, 8 MON SS "' -.T ro 20' 1x, _L "' =- ;,, "' BALBOA BLVD ss 8 ~ ;,, "' "' -T 20' i r 20' -DJ T 1x, J., J L _L ·, ""' 7 J , r T 20· 20' J L J., -- EXIST. R1/SNS/ R1 OA/R11 ~ TYP.) _ l 4' (TYP.) , r ' 20' 22 J L R34-2 8 RC 35' BS 8 14th 5 I( 12th ST dOlS STOP ST EXIST. R10A/R11 EXIST. R1 & W63 BALBOA BLVD ---'in 'b .... "' lO b ----.;t-LO 11 ,-1 -'-~~-~-----;,e,..s---___ _,_ _ _,~§'-6-----------~---2-B~-~--ro""s---- 17th ST f '" " "' i BALBOA BLVD NOlES 1. --ALL WORK AND MATERIALS SHALL CONFORM TO lHE STATE STANDARD PLANS AND SPECIFICAllONS DATED JULY 1992. AND lHE CURRENT TRAFFIC MANUAL. [I}-PAINT 8" WHITE PER DETAIL 38A -lHERMOPLASllC. ffi--PAINT 4• WHITE LANE LINE PER DETAIL 9 -lHERMOPLASllC. [I}--INSTALL 50' SOLID 4" WHITE AT INTERSECllONS -lHERMOPLASllC. ~ INSTALL 12' WHITE OR YELLOW CROSSWALK OR WHITE LIMIT LINE -lHERMOPLASllC. [§J-INSTAL TYPE IV ARROW MARKING -lHERMOPLASllC. [zJ---:==----INSTALL PAVEMENT MARKING AS SHOWN -lHERMOPLASllC. [ID-REMOVE EXIST. SIGNS AND DELIVER TO CITY CORPORATE YARD SIGN SHOP (644-3067). INSTALL 3" PVC SCHEDULE 40 SLEEVE AT EACH SIGN LOCAllON SHOWN ON PLAN. @Jt----PAINT 4" WHITE PARKING SPACE GUIDE MARKINGS. LEGEND @g = GREEN CURB ~ = YELLOW CURB ~ = WHITE CURB §g = RED CURB FDS = FOLD DOWN SIGN ss BS = STREET SWEEPING SIGN = BUS STOP SIGN [Qj-INSTALL CROSSWALK PER HIGH "1SIBILITY CROSSWALK DETAIL HEREON. 11--CONTRACTOR SHALL COORDINATE METER POST LOCAllONS WllH STREET PLANS AND STRIPING PLANS. @ PLACEMENT OF NEW METERS SHALL BE AT lHE rs WHERE PARKED CARS ,ARE ADJACENT TO EACH OlHER. = SIGNALIZED INTERSECllON 15th ST 8 FDS J L N.A.P. WC 70' J. J L f· ' ' ) 1 NOTE: DLC CABLE LENGlH WlLL DETERMINE PULLBOX LOCAllON. 180' TO X-WALK 3-W-1 0 TRAFFIC SI AL LOOP D CTOR 'T --;< CEMENT DETAIL "' I z cl, 15th ST "' I z I - "' I (f) • I - 6 -I -W--1 180' TO J., I "' X-WALK NOlES [j}--IN LL 6' X 6' TYPE 'A' OR 6' X .50' TYPE 'C' LOOP DETECTOR PER TRANS STANDARDS. USE TYPE 1 LOOP WlRE. [lJ-SPLICE LO TO EXIST, DLC IN PB. I]}--REPLACE EXIST. • C/1 1/2" METAL CONDUIT. REPULL DLC FROM CORNER TO W PB, CLEAR NEW PCATCH BASINS. [I}-RESET PULLBOX TO GR AND REGROUT IF NECESSARY. [fil---PROTECT SIGNAL POLES, CO UIT AND PULLBOXES IN SIDEWALK AND MEDIAN RECONSTRUCllON EA. @)-INSTALL 1-DLC (TYPE B) FOR 3-TO CONTROLLER ON TUES SS 8 TUES SS 8 S/E CORNER. USE SPARE DETECTOR NNEL. ST , r 20' T 20' ir T 7C' T 20· 20' 20' co 20· J., 8 TUES SS J L 930650ST _L J 8' _L "' - ;,, "' DONUT 6' DIA. (TYP.) , 22' r T 22' 20' 8 FDS , , I ' ' _L 8 TUES SS , r J L WP A TRAFFIC ENGINEERING, INC. 20' 8 FDS T _L , 20' J -- , r 20' J L (TYP.) T o· 8 TUES SS 24' ' 50 L.F. 2 T 20· 22· ::: 6 lL t;: ~ t--==+---!>' 10A 8 MON S~ (±] STOP 15th ST R1 0 ca < IJ..I IJ..I VJ 0= t:;: ~ IJ..I > 0 ID < ~ ~~~1 8' 8' TYPICAL LAYOUT RIGHT NOTE: CROSSWALK AT 13 ST. IS RIGHT CROSSWALK AT 14 ST. IS LEFT ON NORlH SIDE, AND RIGHT ON SOUlH SIDE. HIGH VISIBIUlY CROSS\<'JALJ< DETAIL 0" 1 1 (2 0 1 2 3 inches on original drawing SCALE 1 "=40' STRIPING PLAN FOR TRAFFIC AND TRANSPORTATION ENGINEERING PUBLIC WORKS DIRECTOR , 9 ll=~~~=~~==;;;;c:=:";==~;==:;'===~===;;=ll----11---1-------------.l--..J R.E. NO. fi2 7_ f 680 LANGSOORF DR. SU/lF 222 FllllEHTON, CA. 926Jf (714) 87f-29J1 II\ AS BUILT PER INFO SUPPLIED BY DATE -."? !1'1,e- BALBOA BLVD. FROM 12th ST. TO 16th ST. 3-8-9 CAW ili GILLESPIE CONSTRUCTION. --' .t..-,¢....'2..<J DESIGNED DRAWN DATE BY DESCRIPTION APP'D SOMMERS McELHATTAN CITY OF tJl:\1JPORT ~EACH R-5684-s RC£ 16828 DAlF REVISIONS CHECKEDWSP DATE 4 28 95 PUBLIC WORKS DEPARTMENT SHEET 12 OF 22 I r I I I n ,. C -,, n ::J c ,. ~.,.- n ,. r " 0 " L "·-~ - 1. 2. 3. 4. 5, 6, 7. 8. 9. 10. 11. - -- ----- \ \ I ---------- n --- \ 1 -- I ' 16" ST. GENERAL NOTES ALL WORK AND MATERIALS SHALL COMPLY WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.), LATEST EDITION. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS AND SPECIFICATIONS INCLUDING PLAN A-20 DETAILS. - - FLASHING YELLOW BEACONS, TYPE '8' (W.A. T.C.H.), SHALL BE USED ON ALL C18 SIGNS AND ON ALL TYPE II BARRICADES GUARDING WORK AREA OVERNIGHT. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL DELINEATORS SHALL BE 28" MIN, PORTABLE, REFLECTORIZED AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANGE AND CONTINUITY. DELINEATORS SHALL BE SUPPLEMENTED WITH TEMPORARY S~IPING AS SHOWN ON THE PLAN. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVIENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AS PRACTICAL. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING CONSTRUCTION ACTIVITY. ADDlllONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION, EXACT LOCATION AND TYPE OF CONSTRUCTION SIGN(S) SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. ANY WORK WITHIN INTERSECTION OR SIDEWALK AREAS SHALL REQUIRE INSTALLATION OF PEDESTRIAN CROSSING CONTROL AND RESTRICTIONS SUCH AS BARRICADES WITH R96 SIGNS. CROSS STREETS SHALL BE CLOSED AT BALBOA BLVD. WITHIN CONSTRUCTION AREA USING BARRICADES AND SIGNS. ALTERNATE ROUTES USING ALLEYS AND BAY STREET ARE AVAILABLE. STUDENT DROP OFF AREAS DURING PHASE I WORK SHOULD BE AT THE SIDES OF THE SCHOOL SITE ON 13th ST. AND 14th ST. USING ALLEYS FOR VEHICLE CIRCULATION FROM OTHER ADJACENT CROSS STREETS. TEMPORARY CLOSURES TO 13th ST. AND 14th ST. MAY OCCUR. C2'\ \ ~ r--c2 -- -- ---- SCHOOL 1. 2, 3. 4. 5. 6, 7. 8. 9. 13th ST. 12th ST. 11th ST. -------BAY ST. ----C5R /' C5L /C2 I I/C2 I -----• ---- ---- -- ~ SIDEWALK LEGEND 1----t BARRICADE PHASE 1 CONSTRUCTION -12th ST. TO 14th ST. CONSTRUCllON ON BALBOA BOULEVARD SHALL BE RESTRICTED TO ONE BLOCK AT A TIME. ALL WORK MUST BE COMPLETED ON ONE BLOCK PRIOR TO BEGINNING CONSTRUCTION ON THE NEXT BLOCK. CONSTRUCllON ON BALBOA BOULEVARD FROM 13 th STREET TO 14th STREET MUST OCCUR BETWEEN JUNE 22 AND AUGUST 15 WHILE SCHOOL IS OUT. ONE LANE IN EACH DIRECllON MUST BE MAINTAINED AT ALL TIMES. TWO LANES IN EACH DIRECTION MUST BE RETURNED TO SERVICE ON ALL WEEKENDS AND HOILDAYS. PHASE 1A WILL INCLUDE REMOVALS AND CONSTRUCTION OF ALL ITEMS INCLUDING STORM DRAIN CONSTRUCllON IN THE OUTSIDE LANES AND SIDEWALK IMPROVEMENTS ADJACENT TO THE RIGHT OF WAY. PHASE 18 WILL INCLUDE REMOVALS AND CONSTRUCTION OF ALL ITEMS INCLUDING STORM DRAIN CONSTRUCllON IN THE INSIDE LANES AND MEDIANS. TEMPORARY CLOSURE OF 12 th STREET, 13 th STREET, AND 14th STREET IS NECESSARY DURING CONSTRUCTION IN NUMBER 2 LANES. DETOUR ROUllNG IS EXPECTED TO BE USED ONLY DURING PEAK TRAFFIC FLOW WHEN CONGESTION IS HIGHEST. WORK ON 13 th STREET AND 15th STREET MAY OCCUR AT ANY TIME AS LONG AS ACCESS IS MAINTAINED AND PROGRESS CONTINUES ON BALBOA BOULEVARD. 930650S3 -o: l D - -- ...:.. --L ~ = w :: ..:r.. TEMPORARY SIGN @ SIGNALIZED INTERSECTION 1; ~ ! WP A TRAFFIC ENGINEERING, INC. 11-----------------+--AQwR STOP ~ A TRAFFIC AND TRANSPORTATION ENGINEERING 680 LANGSOORF l)R. SV/lF 222 Flll.i.£RTOM CA. 92631 (71.,) 871-29J1 /11.1 3-6-96 CAW l!.:, DATE BY RC£ 16828 AS BUILT PER INFO SUPPLIED BY GILLESPIE CONSTRUCTION, DESCRIPTION ,REVISIONS PUBLIC WORKS DIRECTOR R.E. NO. l<i,791 DATE 4-G-ai.;- APP'D DESIGNED SOMMERS CHECKED WSP DRAWN McELHATTAN DATE 4/28/95 1 1(2 0 1 2 j I j j 3 inches on original drawing SCALE: 1'=100' TRAFFIC CONTROL PLAN GENERAL NOTES, DETOUR AND ROAD CLOSURES PUBLIC WORKS DEPARTMENT SHEET 13 OF 22 L l_r ~ z 0 )l • 8 -"' ~ p ~ . JJ z _m n . )> C " 0 ~ 7 ~:;~- ~ ,; z I u r 0 . " n :---: 0 jj TI 0 " m U " " ~ ~ z 6 ~ z u '.n • 0 ,j C""" ''' :.u )> < ::::I z !" n > r a TI z ):~~- ~ I n r 0 8 8 ES ~ m D " n S! ~I ~ ~ ' [L• ~ ,, 0 " -o, TI ~ ~ m 0 p C "' D n " ~~- t: L,J _J 3:: 0 _J L,J ID L,J L,J Vl C20R I-..... L,J _J 3:: g uJ ID L,J L,J Vl • C18 13th I Isa -- __J-... ---"\. ___ ) ===71 11 I I C18 250' 13th I I l ==dj \ --- __J-... ---"\_._/ ==71 I I I I - • C20L 250' . ST 1----i 1-:-1 C2 ST . - ' 1-r' 15th ST 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 250' C30 ------- 15 th ST 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 h I I I I , __ I I I I I ! 250' --- --- D D \ --- --- DELINEATORS AT 25' O.C. -------=============== I STALL TEMP. N.S.A.T. TEMP. 4" WHITE 00 -- C20R 250' TAPER -DELINEATORS AT 25' O,C. TEMP, NO PARKING DELINEATORS AT 25' O.C. TEMP. NO PARKING 100' TANGENT TEMP. NO PARKING - -· -H r'. ~> , --~ R18-2 C I • I , 50' OPEN -------r.:_ ;. ,.. ~.....-1 ~ TEMP. 8" WHITE I _..-~ f-' I C13~. ) - - ___ ....:::,;~< - INSTALL TEMP. 12" YELLOW X-WALK LINES TEMP. 8" WHITE -- 50' OPEN 100' TANGENT 100' TANGENT TEMP. NO PARKING TEMP. TYPE IV ARROW --- 250' TAPER -nl'LI ~ IUt<S JI.T 25' 0 I' , TEMP. NO PARKING ---..Jr.20R Ill C30 ------·--.... ·--·-------· --· TEMP. 4" WHITE DELINEATORS AT 25' O.C. TEMP, NO PARKING DELINEATORS AT 25' O.C. O' TEMP. NO PARKING PHASE 1A CLOSE NO. 2 LANES AND ELIMINATE PARKING AT THE OUTSIDE AND INSIDE CURB N!, SHOWN. • o.c. ------------------------=:---' ------------------------ - -------------20 ' 11th ST 250' . ,, I I ,a r,.. I I ..-1 e' I ------I--;::f----- I.,,,"' I ( I I I I I I I NEW STORM DRAIN -- 250' ' , 250' . C20R . --- 13th ST Ci 1-f 1-f >r< C2 250' C20L . . C18 C18 ' --------"' e' I I ,a TEMP. 4" WHITE WORK AREA TEMP. 4" WHITE -- -- ------------ T ------------ C20L/' , , , -- -------------------- 11" -.. -------------------- TEMP. 4" WHITE -- 250' TAPER -OEUNEATORS AT 25' O.C. TEMP, NO PARKING PHASE 18 CLOSE NO. 1 LANES AND ELIMINATE PARKING AT THE INSIDE CURB. c13...._____ ...., ) INSTALL TEMP. 12" YELLOW X WALK LINES~ 1 a· ---------~ \ '----J C30 ,J R_17 ,J I . l -100' TANGENT . -• I - • Rl6 I I • Cl ---D • --r ---------- • • • I DELINEATORS AT 25' O.C. TEMP NO PARKING • ~ -- r,.. I I .,.,..--1 r--~--I ,..,.. I ( I I I I I I I I ) ►· 13 th ST SYUBOL LEGEND " = DEUNEATOR t = TEMPORARY SIGN 'i = TEMPORARY SIGN ON TYPE Ill BARRICADE I = TYPE Ill BARRICADE ----= NEW STORM DRAIN --'B;:> = DIRECTIONAL ARROW ONLY DO NOT PAINT ~ = FLASHING ARROW BOARD @ = SIGNALIZED INTERSECTION '~l ~-~ ----------, s / TEMP. 4" WHITE ----------1,/" l ~ --~ ........... ( ,a , J ".:,1-(R1f \ .. .... ...... I .. --r; ---1 WOR~ Alu .... I .. ,), • ~ .... .J I I/ ~-, I ~ /_ I ' 's /I~ I I ->~1-C3o /.. I_ l ,..,!_ -- I "-k'-i R96 &r-, l ,_, I•~. -- , DELINEATORS AT 25' O.C. TEMP. NO PARKING .. NEW -~9, ~RAIN ·-.. -I --I ., TEMP. 4" WHITE -- R41 ;--,~ 7 .. J 1----i -- 1-:i:: -~ a:: R17i,L......i--, ~ 0 m < I l . -- R41 r uJ uJ V1 1 1(2 0 1 I 2 j 3 inches on original drawing 930650S1 '°' APPROVED WPA TRAFFIC ENGINEERING, INC. 0 ~ TRAFFIC CftJROL PLAN STOP JI': A TRAmC AND TRANSPORTATION ENGINEERING PUBLIC WORKS DIRECTOR BALBOA. BLVD. FROM ~~~~;;,;..~~~~;.i;i-.~.;_.,~~~,.;;;;~~~~~,--i-----1-----,=-,=-::,-:=:-:--:-a=-,,,:,,=-=-=:-i----1 R.E. NO. IG79/ th th 600 LAN=onr ne svnr 222 Rll.l.mTrJN. OL 92631 /'71~) 871-29.11 fl._ AS BUILT PER INFO SUPPLIED BY 1 2 ST, TO 14 ST. 1~3::-~B-::9~_'.:cr,;~w~..!:.~JI ~.§G{b1L,(;LgEs~P:'.!JIE~CQJON~S~T]R~u~cT!!IOQJN[.::::_~~--~oA~TE~$~!a:-~~===.l-----_:_:__:.:,.:._.:_:_:....:__,~~----_jl DESCRIPTION App'D DES1GNED DRA\\N C! '"'"1!1!:1 ta SOtltlEftS tlcELHAlTAN CIYV OF rJ~t'Jl)()i}'j' □]ACM ... -~V(g) .. -;;., DATE BY HIE fflll28 /JA1E REVISIONS CHECKED DA TE 14 2 2 WSP 4/28/95 PUBLIC WORKS DEPARThlENT SHEET or I I I , D " • ~~ IJ_ 2J 7. !Tl 0 > ~ ,, 0 " / 0 ,. C ,, 0 ~ ,,,___ i 1 I I -0 \; z I 0 r. D TI 0 " 0 0 ci " " "' D TI TI ITT ~ ' - ~r .,.JD D D 1-D WO w~1 I en wa W □ en D Wo ~D -' D Ic ~□1 <CD ~D D D D ij , D D D Il ID 1-D s::t 0 ..,... D \ DIETERICH POST REORDER NO. 145720 -. I-w a w a: a I- Il Cf) a ~ a n n a n a n n CD BOULEVARD n~ a o: no n;: llin DO n I-a-a~ a -I a a a a n ena UJill zn :J Il Ill OD 1-D <C Il ~Il ffi::::==~~==========================================~ a a ' D Il D D D ID I-D C') D ..... a ~~ ~ /' ~ ·•-~·'-~ •. :::-:ei::~:+n : .. :1.::.:=.i.':::c,:\:f~.~-.::-:···:J:.~.::: -~-~!:'7(:~.::. ·:. ~::; \ ~'\" D D BALBOA " SYMBOL BOTANICAL NAME 0 TREES: q METROSIDEROS EXCELSUS 0 WASHINGTONIA ROBUSTA 0 WASHINGTONIA ROBUSTA SHRUBS: CARISSA GRANDIFLORA 'TUTTLE' ~U-\NT llEGENID> COMMON NAME SIZE NEW ZEALAND 24' BOX CHRISTMAS TREE MEXICAN FAN PALM MEXICAN FAN PALM SEE PLAN COMPACT NATAL PLUM • SGAL COMMENT MATCHED STD, DOUBLE STAKE (EXISTING TO BE RELOCATED) BROWN TRUNK HEIGHTS 18' o.c. r "\ I' ~-Ai) BOULEVARD CONSTRUCTION LEGEND: 1. 4" THICK, STAMPED CONCRETE PAVING WITH #3 REBARS AT 24" O.C. EACH WAY UNLESS OTHERWISE NOTED. COLOR AND PATTERN TO MATCH MEDIAN PAVING IN BALBOA BLVD. FROM 32ND STREET TO P.C.H. CROSS REFERENCE WITH ENGINEER'S PLAN ALSO. 2. 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 l~~lm.J HADFIELD ASLA. LANDSCAP.E L-__JJ!LilLUJ A R C f-1 I T E C T 25041 CAPE DRIVE, SUITE 231 LAGUNA NIGUEL, CALIFORNIA 92677 (714) 367 9?75 • FAX (714) 367-9321 a a a :r: a f-u a a ~u i ~I I 0 10 20 1----+----+------------t-------lA~CtB PUBLIC WORKS DIRECTOR :::r: I-C\J ,- 1--+-----+--c----:---:c----=-=-,:-:::-::-:c-:=c::c-c:=-:--:--t-----t R.E. NO.=f"'=1~;J~L __ 'I' AS BUILT PER INFO SUPPLIED BY l.!...:, GILLESPIE CONSTRUCTION. 3-8-96 CAW DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED fl.. t>. tf. CHECKED R,IJ. H. DRAWN ('/. c.tf. t 40 60 LANDSCAPE PLAN BALBOA BOULEVARD 12TH T0-14TH STREET CITY OF ~~E\'\f PORT BEACH l-1 .. PUBLIC WORKS DEPARTMENT SHEET 15 OF 22 ~ z "' ')) . u _, ,--- j; ~ II / £11 0 ,. L --0 ~ L r=: ·--· ,. ·-·-•·- ' ' ~, --~·--.----,. 2 o. '. 0 :0 0 g '.d 0 0 "' a ,: :-.J ~ h 5 ~ w ~] ~ u ,, ~ ~ I I ~J z ' i~ 111 n ,. '" . n _;J o~-;; . z I u G , n • 0 c:; u1 JJ r, < _,: _;J z !'l I . ' " DIETERICH POST REORDER NO.145720 tu w a: tJ :c to T"" a a· a a a a a a a a a □ a a a ~a c:: a o □ ~a LI. [].. o □ i--a -a ~a " ...I a a a a a a ' .... □ a , i-n wn wn a: n tJ n ::c In T"" SYMBOL BOTANICAL NAME TREES: METROSIDEROS EXCELSUS WASHINGTONIA ROBUSTA WASHINGTONIA ROBUSTA SHRUBS: CARISSA GRANDIFLORA 'TUTTLE' BALBOA ~lANu llEGlEN[D) COMMON NAME NEW ZEALAND CHRISTMAS TREE MEXICAN FAN PALM MEXICAN FAN PALM COMPACT NATAL PLUM BOULEVARD SIZE 24' BOX SEE PLAN SGAL COMMENT MATCHED STD, DOUBLE STAKE (EXISTING TO BE RELOCATED) BROWN TRUNK HEIGHTS 18' o.c. =□- . ] I-□ w w a: I--CJ) a □ a a a ,a n UJ a> □o am <! □ UJ a UJ □ CJ) a UJ ,z _j □ :c □o a i-a<! □~================;::==============================;;;;;;:;;;;;;;~~====== a □~ -. >., D D CONSTRUCTION LEGEND: 1., 4" THICK, STAMPED CONCRETE PAVING WITH #3 REBARS AT 24" O.C. EACH WAY UNLESS OTHERWISE NOTED. COLOR AND PATTERN TO MATCH MEDIAN PAVING IN BALBOA BLVD. FROM 32ND STREET TO P.C.H. CROSS REFERENCE WITH ENGINEER'S PLAN ALSO. 2. 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. 4. 5. PARKING METERS BY OTHERS. REFER TO ENGINEER'S PLAN. CURB AND GUTTER. REFER TO ENGINEER'S PLAN. CATCH BASIN. REFER TO ENGINEER'S PLAN. R. DALE HADFIELD ASL/\ I , :X Ii ~ I '\ I' f '---~~ ~ f( 1· 11 I I r C T 26041 CAPE DRIVE, SUITE 231 LAGUNA NIGUEL. CALIFORNIA 92677 (714} 367-9275 • FAX (714) 367-9321 a lli I u. ' O 10 20 1----1----+-------------t----l AP~wJJ 3-8-96 CAW DATE BY 'J:-..1 AS BUILT PER INFO SUPPLIED BY LL, GILLESPIE CONSTRUCTION. DESCRIPTION REVISIONS APP'D. PUBLIC WORKS DIRECTOR R.E, NO. 1~"191 DATE DESIGNED P-,P.~. CHECKED fl. D. tr. DRAWN ['I, C.,i+, 1-w w a:' I-J CJ)] □ '□ 40 60 LANDSCAPE PLAN BALBOA BOULEVARD. 14TH TO 16TH STREET CITY OF NElfJPORT BEACH l-2 PUBLIC WORKS DEPARTMENT SHEET 16 OF 22 I [ I , I I -D ,;,-: :0 ii ~: ,,, I , 'I I " DIETERICH POST REORDER NO. 145720 NOTE: , APPLY MIN. 1' LAYER OF SHREDDED (NITAOUZEO) BARK MULCH IN WATERING BASIN. • • • • UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOTBALL WNIATER FROM HOSE. REFER TO SPE<;IFICATIONS FOR FIERTIL!ZER REQUIREMENTS AND TYPICAL SHRUB PlANTJNG DETAIL • UNDERPLANT ALL SHAUB AREAS AS SHOWN ON PLAN . REFER TO PLANS FOR PLANTER EDGE TREATMENTS I.e. CONCRETE MOW BANDS, STEEi/REDWOOD HEADERS ETC. Q,-, ---0,f GRDUNDCDVERISHRUB V LOCATION TYPICAL ' J:--------EOUAL TRIANGULAR ¥' ·~ PLANT LEGEND FOR 0 SPACING REFER TO ON CENTER DIMENSION. r -----------1/2 O.C. SPACING TO EDGE t----,--,-,,-c:--=--::--O.C. SPACING OF GRDUNDCDVERISHRUBS • i 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 QUANTITIES PRIOR TO INSTALLATION. CONFLICTS BElWEEN 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 CRESl" STANDARDS FOR QUALITY AND SHALL HAVE A MINIMUM 1½" CALIPER AT A POINT 6 INCHES ABOVE ROOT BALL ALL OTHER MEASUREMENTS SUCH AS NUMBER OF CANES, BALL SIZES, QUALITY DESIGNATION$, ETC,, SHALL BE IN ACCORDANCE WITH THE LATEST EDmON 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 FDR PLANTING AND STAKJNG/GUYING REQUIREMENTS. 6, All VINES SHALL BE SECURED TO WALLS WITH "STJCK-N-TIE" VINE TIES AS MANUFACTURED BY DEXD~ DR EQUA~ UNLESS OTHERWISE SPECIFIED. 7. EDGES BElWEEN LAWN AND SHRUB BEDS TO BE SHOVEL-CUT TO PROVIDE SMOOTH, EVEN LINES. B, FERTILIZER FOR ALL GROUND COVER AREAS SHALL BE AS SPECIFIED WITHIN THE SPECIFICATIONS. 9. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF CONTINUOUS WATERING, PRUNING, RAISING TREE BALLS WHICH SETTLE BELOW GRADE, FERTILIZING, APPLICATION OF SPRAYS 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 MA1NTA1N ALL PLANTINGS AS SPECIFIED ABOVE FOR A PERIOD OF NINETY. (90) DAYS. 10. REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP. NOTES: • TRUNK HEIGHT GRA.DING SPONSORED BY THE AMERICAN SOCIETY OF NURSERYMEN, INC. AND APPROVED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE, INC. BASE OF HEART-LEAVES 0 .... w w cc w :::, ~ ~ ~ ;'.;\ "' " z .... :::, :,: a: "' .... w z :,: ;:: "' 0 z a: :::, a, a: ~ .... 0 GRDUNDUNE ' ' "ffl'"ll.uT• --:11111111,11111;;;;-•1•1111111:111:::-·,,11•111·111-::-•11111•111·..-- _ © PALM TRUNK HEIGHT MEASUREMENT GUIDE NOTE: N.T.S. • APPLY MIN. 1' LAYER OF SHRE_DDED (NrTROLIZED) BARK MULCH IN WATERING BASIN. d , UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOTBALL WNIATER FROM HOSE. , REFER TO SPECIFICATIONS FOR FERTILIZER REQUIREMENTS. 4• BERM (6' BERM @ SLOPE CONDmON). SHREDDED BARK MULCH pP I'" r'l f>" WATERING BASIN EXISTING SLOPE @ SLOPE CONOmON ""' ,,, II-- --·1" ... --:~t: ROOTBALL -f~"f',f, :~\ S////1"!1 ; ... -. •, ... ;,;• . - COMPACTED SUBGRAOE ~,..- 1'-PROPOSED SLOPE @ SLOPE CONDITION / FINISH GRADE lb1~••1• 1""'a'ii,;;;q ~-PLANT PIT SIZE: WlDTH • 2 X WIDTH OF ROOTBAU. DEFTH • 1 1/2 X DEPTH OF RDDTBALL BACKFJU. MIX PER SPECIFICATIONS. COMPACT BACKFIU MIX UNDER AOOTBALL PLANT TABLETS ® TYPICAL SHRUB PLANTING N.T.S. NOTE: • APPLY M!N. 2" LAYER OF 3/4' TO 1' 0 CRUSHED ROCK. • UNTANGLE f».TIEO ROOTS BY LOOSEN'!NG ALL ROOTS AT EDGE OF AOOTBALL WNIATER FROM HOSE. • REFER TO SPECIFICATIONS FOR FERTUZEA REQUIREMENTS • TREE TIES TO BE HOSE AND WIRE OR eauAL. SEE SPECIFICATIONS. • CONTRACTOR SHALL PLACE TREE TRUNK IN EXACT CENTER OF TAEEWELL TO ACCOMMODATE GRATE . ABOVE GRADE flRIGI\ TION BUBBLER REFER TO IRRIGATION DETAILS FDR INSTALLATION OF BUBBLER. 2' GALVANIZED PIPES POSITIONED IN HOLES PROVIDED IN TREE GRATES. REFER TO TREE STAKING DETAIL BELOW. COl.':PACTED Sl/BGAADE ~----TREE GRATE. REFER TO AACHfTECTUAAL PLANS' • < . ·.:. . 'r C '• •"•"' ·Ill ·ee • ' '!lli.!!!!!'"" FOR CONCRETE REFER TO ARCHITECTURAL DETAILS. ? 1!1~111/m~ .. -., .•:i.•\ ~=::- BACKF1LL MIX PER SPECIACA 110NS COMPACT MIX UNDER ROOTBALL DEEP ROOT BARRIERS PER SPEC!FICAnONS. 24" BOX AND SMALLER PLANT PIT StZE: INIDTH • 1 1/2 X WIOTH OF AOOTBAU. DEPTH • DEPTH OF ROOTBALL +6" 36" BOX AND LARGER PLANT PIT SIZE: WIDTH • 1 1/2 X WIDTH OF AOOTBALL DEPTH -DEPTH OF ROOTBAU. +1" © TYPICAL TREEWIELL PLANTING 24", 36" BO){ AND LARGEij N,T.S. r«llES: • CONTRACTOR SHALL PLACE PAUi TRUNK iN EXACT CENTER OF TREE WELL • REFER TO IRAKlATION Pl.ANS TO COORDINATE INSTALLATION AND NUMBER OF lRR!GATION BUBBLER5. • • LANDSCAPE ARCHITECT-TO APPAO\IE FSNAL HEIGHT ANO LOCATlON OF PAUA PR!OR TO PlAHllNG. • REFER TQ Sl'EClflCAllONS FOR FElllUZEA REOO.Ra!:ENTII. • ON SlOPE CONDlTION SU8GRAOE IAAIG,\TION BUBBLER ONLY. PALM TRUNK WATERING BASIN ""' • ·111111 j_ ROOTBAU -t~W~A ..... ' . ~1[111~ 11111, 4' BEAM (6' BERM @ SLOPE CONDmON). ...,::;.::;--FINISH GRADE BACKFILL TO BE 100% CLEAN NURSERY SANO. PLANTTABtETS COMPACTED SUBGRAOE ® TYPICAL PALM PLANTING N.T.S. S'> \,('!.'.DSC. il li.'.9~,· . [ .. <, t"·:1 ,,d.1/171 "-6!.k! .... ""':, \\·~,"' 13. r>t • R. DALE HADFIELD ASLA LANO SCAPE A R C II I T £ C T 3-8-96 CAW ' "'- AS BUILT PER INFO SUPPLIED BY GILLESPIE CONSTRUCTION, r MINIMUM INSIDE DIMENSION 1. 36" SQUARE l o TREE GRATE SETTING FRAMES ARE FABRICATED FROM 1/8" PREGALVANlZED 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" (NP) ' .. 3 aoLTS PER stDE o REFER TO ENGINEER'S PLAN FDR CURB DETAIL AND REINFORCING. ill----GALVANIZED SETTING FRAME 1/4" • 1/8' ~_.,,5-;c7ie,S_' --,!;~CLEARANCE CONCRETE CURB GAP CONCRETE TAEEGRA TJ;: l~-"'---,,,;--,.1r---- 1,,_ o WHEN FORMING CURB WORK ALLOW ~ FOR AND INCORPORATE GALVANIZED TREEWELL SETTING FRAME. D CURB DIMENSION BELOW TREEWELL TO ACCOMMODATE SETTING FRAME. I '---1/8' GALVANIZED SETTING FRAME (10 GA ACTUAL) SOIL LEVEL '--+---112' DIA. GALVANIZED BOLT WELDED TO SETTING FRAME. (1/2' ZJNC ALTHREAD MAY BE SUBSTITUTED) G) CURB CONDITION 1/4', 1/8" CONCRETE TAEEGRATE CONCRETE PAVING t CLEARANCE GAP ____ __, __ --:!,,_-'Ir--....... --.. ;;; ~ I ~----1/8" GALVANIZED SETTING FRAME (10 GA. ACTUAL) '--¥"---~ -1/2'' DIA. GALVANIZED BOLT WELDED TO SETTING FRAME. • (1/2' ZINC ALTHREAD MAY BE SUBSTITUTED) ©PAVING CONDITION ® TREE GRATE N.T.S. NOTE: • APPLY MIN. 1' LAYER QF SHREDDED (NITROLIZEO) BARK MULCH IN WATERING BASIN. • UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF RQOTBAlL WNIATER FROM HOSE. • REFER TO SPECIFICATIONS FDR FERTILIZER REQUIREMENTS. • TREE TIES TO BE HOSE AND WIRE OR EQUAL SEE SPECIFICATIONS. TREETIE, .w SEE NOTE. ;: i! WATERING :ii BASIN7 •111 90DTBALL ,,!!!ffi!!f',,;p.J PLANT TABLETS I~ •.. ~ I a: 2' GALVANIZED PIPE. FLATTENED BOTTOM, CAPPED AT TOP. DAILL HOLES THROUGH PIPE TO ATTACH TREE TIE AS INDICATED, • SHREDDED BARK MULCH 4" BERM·(IF APPLICABLE) N.T.S. ® TREE PLANTING -DOUBLE STAKE 1 24' BOX AND SMALLER . • . ! LANDSCAPE DETAILS AND NOTES BALBOA BOULEVARD 26041 CAPE DRIVE, SUITE 231 LAGUNA NIGUEL. CALIFORNIA 92677 (714)367 g775 • FAX(714)367-9321 DATE BY DESCRIPTION APP'D. DESIGNED P,.D. H. DRAWN /1.C..t/. CITY OF ~JE\VPORT BEACH REVISIONS CHECKED P..O.+f. PUBLIC WORKS DEPARTMENT SHEET 17 OF 22 fi TI D ~: jj ~ .• "' n ·. " 0 ' - D,--- ~ z I 0 r 0 , n n rJ 0 Xi .ll D " ni u " " " ~ ~ 2 U '-z " ~! ·c C ,/' s ., :.; < -i I : I I . I I '" D f-D W □ ~□ f-(/) ['l\'ffH(\of'()';[llfl,lt[lfH•Jf> ,,,, D f-D w □ w □ a:□ f-□ • (/)□ I ... ' ' a1 . - i = = 7 = = = ' 1 2" J !ti_' C I I GLEE//€¢ LATERAL BACK OF C{IRB 7Yr.' ___ ___.:~-----------------------------~---- \ I POINT OF CONNECTION r POINT OF CONNECTION: CONNECT TO NEW 1" WATER I METER FOR IRRIGATION. REFER TO STREET IMPROVEMENT PLAN FOR ADDITIONAL INFORMATION. EXISTING WATER PRESSURE: SYSTEM DESIGN PRESSURE: PEAK IRRIGATION DEMAND: I 60.0 P.S.I. 60.0 P.S.I. 10.0 G.P.M. 1" BACKFLOW PREVENTER ASSEMBLY. NOTE 0 SEE DETAIL NO. 10 FOR PIPING INSTALLATION IN PAVED MEDIAN. (TYPICALI r/_ BALBOA ~~"'r:i~-~1y2;:: .. -----------------=::.:....7r2.~.',~~--------1r2.~·;-·, -------,q?u 4-::_.,-----cl--------,~~2.~. -------- • •••• • ··-··· ..... ·,. • •• ·;···o ·, • • • 0-'":'-··· • • ".c"J" ....,. •••• -. , .• •;..;... • ... • ,,.,,,0"""~,-1 , ••• •·•-~•• •,, ••• '·••·•'">•' • ·",,,·' ••• I, f l)>l. • ••.·:;;,-• .•••·••• • ,·•/.~ •,•!"• :,•:•• .·,'-(: ,, ,., ,., l,,. ,.:;.._,: •• ' '• J"--;-"r-i'fl, T "V SLEE//E ff LATERAL B/2'l"K OF C{IRB TYi:' OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.I INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS TO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST 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} -- 1 ------------------------ - -------- 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. d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 E. CHAPMAN AVE. ORANGE • CALIFORNIA ." 92669 (714) 771-9200 ------As-BUILT PER INFO SUPPLIED BY 3-6-96 CAw_ [l\ _ GILLESPIE C_ONSIRUCTION~ JATE BY DESCRIPTION REVISIONS I-w w a: I- (/) J a a J tu w a: f-(/) I f- C\J T"" l BLOW UP ,u a a a a :r a ,_ a ~a ~ ~I 0 10 20 PUBLIC WORKS DIRECTOR RE J:ll'··J§;'.l!)L __ OATE-5:• .3~:t,.._ __ ---1 APP'D DESIGNED DRAWN D. D, f. __ I _..p-'=. D"-'.'-1--'-----1 DATE /-z.·Z-~-~f CHECt<fD I?. D. . 40 60 IRRIGATION PLAI\I !BALBOA IBOUllEVARD 12TH TO 14TH STREET CITY Of NE\'✓PORT llEACH li-1 PUBLIC WORKS DEPARTMENT SHEET 18 OF 22 .,o, 2 0 ~ z ~ ~ .. " 0 ~-, ~ :0 r~ < .ll z .. , 0 > C ~ 0 TI z "'---- I , I L ' 0 .c- ~ &!' / r,1rTEf11CH PO<;T f1FO!lnr11 'JO 14'i7;'0 f-w w a: f- C/) I 1-c.o T"" □ □ □ □ □ □ □ □ □ D D f-D WO WO er D ~[ ) r M BLtJW U? CONi'if'i?LLER f-ill w a: f-- Cf) ] I C ~ D ,, 0 D J ~ FUTURE WORK ~-'-' ~-I HASE I CONSTRUCTIOI\I 5 s:□, 1 ~ □f-0 □ ~" ~I-I.~,~-□ w u1 0 ii" ~~ 11&•' BALBOA ".l r;· BOULEVARD ~ ~ . r:-= 10□ ~ 0 m.~ 4 '1_' :. -1 ~1,z_•'7 ' r; ,,i .. 14r ,~ Y2." ' ' , r?·, "',' • ~ 1 AS\ s ..... (D / -"'' I '/, ••••. •' ··«·•········ .. ,,., ,':;;_ .. ~~---' . •,c ~ ~,m-• ' •~II. •!z~ \"->kl'/ □ (/) ~J _ ~ "°-~~;: < : .... ; :•.· •• ~-.M •• , •• ;· .''.<-; ·• •• , ·+:;~ •• ~•·;_,'.:/ ,,.,;~.-¢:'.: •• ". ; :c•;,:-,-,~·•·:~;;·: .-.~ :'•~In~ .'.: .. :: • ' ,-,-, '·. , •• ·• , ... •• • , •. 'F .. :· , ., •·. ;_,:.c.: • ,. , ~;.'/'-: ,'/J.I" .:..,ll~I~ • •~{c~.•,H-L--------1□ W , V'' l" ~ VJ or □0 1-c +--7 l~---------------------------------------------------J--~P~H~A'::S':E~l_;C:=:'.ONSTRUCTION a ti ~~ \ I , ~~ J-{}if=-=-=-=-=-=-=-=-=-=-=1-;-:;;;;;;;;r~~~~~~~~~\s~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:_~~:_~~~;;;;-~;;;;-:::_:::_:::_:::_:::_:::_=r~,~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:::::::~_-=_~-:_~----~-_-_-:_-:-_-_-_-:-_~+_-:-_-_-:-_-_-=_-_-:-_7-·t_:...._:============:::::-"-.--_ --~-J!~ ll . I~ FIELD SATELLITE "A" I a ! POINT OF CONNECTION 1-a I [ ONE 111 RAINMASTER EV-32·SAT·PED-SS EVOLUTION . 32 ::: □ § l POINT OF CONNECTION: CONNECT TO NEW , .. WATER STATION FIELD SATELLITE ,"A" WITH STAINLESS STEEL □□ , • METER FOR IRRIGATION. R~FER TO STREET IMPROVEMENT PEDESTAL. THE 120 VOLT POWER SUPPLY FOR HOOK-UP OF PLAN FOR ADDITIONAL INFbRMATION. FIELD SATELLITE SHALL BE THE RESPONSIBILITY OF THE ! [ EXISTING WATER PRESSURE: 60.0 P.S.I. CONTRACTOR. REFER TO SITE ELECTRICAL PLANS FOR /□ SYSTEM DESIGN PRESSURE: 60.0 P.S.I. POWER SUPPLY LOCATION AND ADDITIONAL ELECTRICAL PEAK IRRIGATION DEMAND: • 10.0 G.P.M. INFORMATION. . . . . . . . . . . . .. ~ .. ....... 4" . --1 • ~ . . • . '.. • •. •• . ' ( . . . . . . ' . . I 1" BACKFLOW PREVENTER ASSEMBLY. BALBOA ==-=====-----------==--= BOULEVARD I" I' '2.'' l?OINT OF CONNECTION POINT OF CONNECTION: CONNECT TO NEW 1" WATER METER FOR IRRIGATION. REFER TO STREET IMPROVEMENT PLAN FOR ADDITIONAL INFORMATION. EXISTING WATER PRESSURE: SYSTEM DESIGN PRESSURE: PEAi( IRRIGATION DEMAND: I 60.0 P.S.I. 60.0 P.S.I. 10.0 G.P.M 1" BACl(FLOW PREVENTER ASSEMBLY. 5 I" --------------------------------------- 'I I J 1-l wl W] a: I- C/) J J 0 □ □ □ ,□ aw □> ao □ (D ~--'J □w w~ 0 (/) Jw ,□ z .....I JI JO JI-] <t p==t=============================================================;;,;;;;;;;::-~=========~-n] ~ OBSTRUCTIONS STUB-OUT FUTURE NOTE I I-LO T"" ml PROVIDE ONE COMMON WIRE AND TWELVE (121 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. WHEN VERTICAL OBSTRUCTIONS (FIRE 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 ADJUST 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) 0 SEE DETAIL NO. 10 FOR PIPING INSTALLATION.IN PAVED MEDIAN. (TYPICAL) 0 10 20 40 60 "' D D d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 E. CHAPMAN AVE. ORANGE • CALIFORNIA • 92669 (714) 771-9200 3-8-96 CAW JATE BY AS BUILT PER INFO SUPPLIED BY GILLESPIE CONSTRUCTJON, [)!-_SCRJPTION REVISIONS APP'D APPROVED /) /_ -~wk ~-,IJBLiC WORKS DIRECTOR R.E NO .J£]:J/_ . DATE ~.,_J_•.9-'>-- O[SIGNE.D DRAWN .. o ()_ f. _ _ p o_p. __ _ CHECKED D.P. • IRRIGATION PLAN BALBOA BOUllEVARD 14TH TO 16TH STREET CITY OF NE\'JPORT BEACH li-2 PUBLIC WORKS DEPARTMENT SHEET 19 OF 22 C ... D ~ 'j'J D .:.; ~ ~ I I. I I l I :;:i L )'1 n ,, C ' 0 " z s -~---- 'D ,. -·-·-·--• 1: 7 i'; z I u 5 n > C -· 0 n z ~--- DIETERICH POST REORDER NO 113013 w f- 0 z w w V) * 11 SECTI□N PLAN ----1/ \ ( QCV) ~ /. ---- 12' MAX. L 6' MIN. \ 7 6 2 LEGEND 1. 10" ROUND VALVE BOX. HEAT BRAND "QCV" ON uo· 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. OUICI( COUPLING VALVE -IN 80)( PROJECT N.T.S. PLAN I ' BV 2 QCV_STD LEGEND 1. ROUND VALVE BOX WITH GREEN SOLT- 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. ®I =BA=L=L=V=A=L=VE============MAS=TER ~ N.T.S. BALLVAL !WI 6 ;__,.t--;,t---,_2 r.-"-,----"--f'C,'='"-' ~:'.':zj--\ 3 . -.,d---i 5 6' LEGEND 1. NON-PRESSURE LATERAL LINE PIPING. 2. PRESSURE MAIN LINE PIPING 3. CONTROL WIRES -TAPE AND BUNDLE EVERY 10 FEET. INSTALL ADJACENT TO 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. ~e=TR=E=N=C=H=IN=G=====~====PR□=Jc:cT \.:!::.) N.T.S. TRCH_STD = 3 9 11 7@ 5 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. NOTES: 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 AROUND CONCRETE PAD SO AS TO PREVENT OVERSPRAY ONT01 CONTROLLER ENCLOSURE. * SCH. 40 PVC - REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY WITH BALL VALVES AND TESTCOCKS (FEBCO 825Y 2" AND SMALLER 12" MIN. 1--8" BRASS NIPPLE '"1:-::':r'-BRASS UNION (TYP1 FINISH GRADE ·-BRASS RISERS SIZE AS REQ. -PVC FEMALE ADAPTER '"'~~-.---'---'-' Ls~H 4o Pvc ·-s XS 90 ELL ® REDUCED PRESSURE 2 =====N.T.=S.=B=A=C=K=FL=O=W=P=RE=V=E=N=T=E=R=~~- • ? ,_ (CITY OF NEWPORT BEACH) PLAN 13 C , u () 2" IN SHRUB AREAS. 1" IN TURF AREAS. ';- <( ~ u " 2 3 • 0 O D ·o- • 0 LEGEND 1. 2. 3. ELECTRIC CONTROL VALVE. RETANGULAR VALVE BOX W/GREEN BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. CHRISTY'S I.D. TAG -NUMBERED TO J: MATCH DRAWINGS. FINISH GRADE. PVC. MALE ADAPTER (TYP.) ,-"'! 7 6. 7. 8. 9. PVC PIPE TO SPRINKLERS -ANGLE PIPE TO SPECIFIED DEPTH WITH 4 5 DEG. ELLS. COMMON BRICK ( 4 REQUIRED). MAIN LINE FITTING W/SOLVENT WELD OUTLET. 3/4" CRUSHED ROCK. 8" DEEP. 10. CONTROL/COMMON WIRE'I, FROM CONTROLLER 11. PVC SCHEDULE 40 PIPE. 12. PVC SxS 90 DEG. ELL. 13. COIL WIRES PER SPECIFICATIONS . ELECTRIC CONTROL VALVE PROJECT N.T.S. ECV_STD I SPRINKLER HEAD LEGEND SYMBOL MANUFACTURER MODEL NO. DESC.RIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN El TORO 570Z-4P 4" POP-UP SPRAY HEAD SF-PC 5 FT. 0.35 30 FULL CIRCLE 0 I 570Z-4P " " SH-PC 5 FT. 0.18 30 HALF l 0 570Z-4P " " 50-PC 5 FT. 0.09 30 OTR. □ 570 PC FLOOD BUBBLER FB-50-PC ---FT. 0.45 40 FLOOD JI IRRIGATION EQUIPMENT LEGEND I SYMBOL II MANUFACTURER II MODEL NO. II DESCRIPTION I - lb. RAIN MASTER EV-SAT-PED-SS SERIES AUTOMATIC SPRINKLER CONTROLLER • SIZE NOTED, IN ADDITION RAINMASTER E.T. TRACKER TO BE PROVIDED. INSTALLATIONS BY OTHERS. 0 GRISWOLD "OW" SERIES ELECTRIC CONTROL VALVE -SIZE NOTED CD RAINBIRD 44LRC QUICK COUPLING VALVE WITH LOCl(ING VINYL COVER -1" □ FEBCO 825Y REDUCED PRESSURE TYPE BACKFLOW PREVENTER -SIZE NOTED txl NIBCO T-590 SERIES BALL VALVE WITH BRONZE CROSS HANDLE -LINE SIZE I II =•= BURIED PRESSURE MAIN LINE· PVC SCHEDULE 40 • SIZE NOTED BURIED NON· PRESSURE LATERAL LINE PIPING· PVC SCHEDULE 40 • SIZE NOTED ----PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY -PVC SCHEDULE 40 -SIZE NOTED =:=:'=..'~ ----IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER PAVED MEDIAN AND ROADWAY· PVC SCHEDULE 40 -SIZE NOTED ---- ~ )NDICATES HOW ING P.M. FOR ELECTRIC CONTROL VALVES INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER INDICATES rucm1c CONTROL VALVE SIZE I TESTING OF BACl(FLOW PREVEI\ITERS 1. 2. 3. V BACKFLOW PREVENTERS SHALL BE TESTED FOR PROPER OPERATION BY A CERTIFIED BACKFLOW PREVENTER TESTER. THE BACl<FLOW PREVENTER TESTER SHALL HOLD A VALID CERTIFICATION AS A BACKFLOW PREVENTER 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. 1--...../----...j---------------+----t no 7 /) .. /J /) 11 d.d. Pagano, inc. IRRIGATION CONSLJLTANTS 4705 E. CHAPMAN AVE. ORANGE • CALIFORNIA • 92669 (714) 771-9200 ~-...../-------+---i~'e;!(JJ£,t/L PUBLIC WORl(S DIRECTOR. R.E. NO. 1$791 IRRIGATION LEGENDS AND DETAILS BAlBOA BOULEVARD 3-8-96 CAW & DATE BY AS BUILT PER INFO SUPPLIED BY GILLESPIE CONSTRUCTION. DESCRIPTlON REVISIONS APP'D. DATE s. DESIGNED D.D, . CHECKED D,P, . DRAWN 0. P. DATE 12-z~-qf CITY Of ~JE\'JPORT 3EACH li-3 PUBLIC WORKS DEPARTMENT SHEET 20 OF 22 n ,, C .. C :,;i "~- I u r u 7, n u u C' :l JJ ,: ··:J, 7s >3 ~J :JI ~~".! ~ ~ ~ ~ -;~ " ]) 8 rn ::J ,~ ii ~ C• n TI r "' n " ''•~-- t\D ~ c,r· ---\; z I 0 r □ ., ~ n o 0 TI ~ I ~ ~ ~ 7. 0 C Z • ., ~ I TI 0 uf li ,, < II Z ;n n ,, C ci " ··~-- , / c:::rrr.:cu POST r.:::o~o::::n t!O 1130n 7 0 PLAN ,--7 I I I L½ _ _J SECTION 5 g LEGEND 1. MEDIAN ISLAND PAVING. 2. TREE GRATE. 3. BUBBLE HEAD. (TWO BUBBLE HEADS PER TREE.) -SEE DRAWING FOR TYPE - 4. CRUSHED ROCKS. 5. LATERAL LINE PIPING -SIZE AS NOTED ON DRAWING. 6. OUTER EDGE OF TREE ROOTBALL. 7. FINISH GRADE. 8. PVC SCH. 80 NIPPLE. (LENGTH AS REQUIRED). , 9. ROOT BARRIER. 9:======= ® TREE WELL BUBBLER BALBOA N.T.S. BELOW TREE GRATE BALBO_TB 7 LEGEND 1' 1 . 2" PVC SCH. 40 CONTROL WlRE CONDUIT. • 12'MIN. • • ~. ·• 2. LATERAL LINE PIPING TO PLANTING AREAS. :.:;. 4 T > .. ·-. :·_ • ... -, --. -' 3. LATERAL LINE TO TREE WELL. ' 3 4. ROOT BALL. 6" .. 4 5. TREE GRATE. ~ 6. CURB. 7. A.C. PAVING. PIPING LAYOUT IN PAVED MEDIAN BALBOA iO~============ N. T. S. PIPE_MED '7 I-i (0, (~;_) l D ' ~li I i-1 \ ~\ D 1"1 ~.J \,_ ✓ 1 I ---:c'J -II , I I _".J I d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 E. CHAPMAN AVE. ORANGE • CALIFORNIA • 92669 (714) 771-9200 3-8-96 CAW DATE av 2 1. SLIP BASE SOCKET OVER ENDS OF WlRES. STEP 1 2. STRIP WIRES APPROX. 3/8°' FROM ENDS - TWlST TOGETHER. 4 3 3. PUT CRIMP SLEEVE OVER WlRE ENDS - CRIMP AND CUT OFF EXCESS V~RE. 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 WlRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. 7 8. RAIN BIRD "SNAP-TITE" WlRE CONNECTOR OR APPROVED EQUAL. STEP 4 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 7 6 3 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. • ,-IN TURF AREAS . 3" IN PLANTING BEDS. 5 (o) (Q) POP-UP SPRAY 1-IEAD PROJECT N.T.S. I \ AS BUILT PER INFO SUPPLIED BY GILLESPIE CONSTRUCTION. O:C:SCnlPTlON REVISIONS APP'O. PUBLIC WORKS DIRECTOR R.E.JIO, IG781 DATE s. 3 ''f s- DESIGNED P.D .. CHECKED 0 p,p. DRAWN b.D. 6P _SPR IRRIGATIOi\l DETAILS [gAlBOA [g(Q)UJ!LEVA~[)) c1n1 o~ rJ~r1ror11 □Mcii PUBLIC WORl(S DEPARTMENT SHEET 21 OF 22 ?: , ~ a' . 3: ' I .I I ' I i I I J 11 ' ' I I I ?i " ;;' l~ " :;; '• " ,' , ,. I I I I I I ~ ' ~ . . ' I .I ,I i 'I L ~ '" " " 0 ., " " TI TI rn 0 TI 0 rn TI 0 ' z C < ~i TI 0 ~ ,, ,. TI TI m 0 TI 0 m TI rn " z ,. " D rn TI D ' rn ,. TI L ~ < 7 '" n ,. .S _,: / --' " r z I 0 r 0 n D ~ .,,_ 0 TI ,, " 0 z 'jj ,; z m n > C ., u _'.J ;, ,. c, ,.,. -~ C--' - S1 C--' a' ·u- £ z I 0 '. 0 n 0 ~ a 0 n ~ i5 z 33 < ~ '" u ,:.:: ,. . . - l ------..._ . ti:-- i • 1=r-- J I 1............, J~ ,:::::::lo , I _J ..... L., .ih;=o=,,I ,__.,•~~l~v~L::::=::::::~-~~==~n;:;;===~~~~LJ~LJ~o=~t) ®~ ---=~=~•l=·~~l~"··~E·J~~v-~•L__,-; - / ' "."< ;,•9 :,•'> _,;.'> ( (@"A :...--------~ ". & -;: -◊•---==------:------'':·o. __ !&!: if]) -;: 7.~ ---:P· \ ~ i),'Z. ,4 'l • ------:;;;=== E;J hi 1-j - ---,.) - D \, ~ "'--!.-I---' s. 6 • - '" cl -· ' \ - NOTE: MONUMENTS SHOWN HEREON ARE SUBJECT IMPROVEMENTS PROPOSED FOR AL TO DEMOLITION IN CONJUNCTION WITH THE MONUMENTS WERE IN EXISTENC: PR~g: f5~N\~~J'tfi~~ss~~ENDED TO SHOW WHICH CAN BE PERPETUATED IN ACCORDANCE W /SECTION 8771 OF T HAT THEIR POSITIONS FESSIONS CODE OF THE STATE OF CALIFO HE BUSINESS 8 PRO- THE NEW IMPROVEMENTS HAVE BEEN COM~~~T:~. AMENDED BY ABl414 (1994) AFTER FOR PRECISE MONUMENT LOCATION p FILE WITH THE ORANGE COUNTY SUR.;i~~SR~~~~C~O CORNER RECORD NO. 961 ON l .......,r---' ASPH ,.....-----"4""i-----f-===::-::=-.....:....-<,. I,.., 1131□□ -, I' ASPH MONUMENTA ION TABLE ~ 0 FD. L~AI TACK 8 ,"AG·t::~5----------,\ ® FD. C 1NC MON. IN VELL W /BRASS PIN. DN, 1,5' 0 FD~o NC. 11\0N.)N-'11'ELL W /NAIL SHANK, DN. 1.8" 0 FD. LEAD, TACK B TAG R.C.E.II792, FLUSH 0 FD. 3 t 4•• 1.P. W /CONG: PLUG 8 NAIL SHANK, DN. 0_2, 0 FD, 3/4" I.P. W/CONC. PLUG 8 TAG LS. 2312, FLUSH G FD. 3/4" l,P. W/CONC. PLUG B NAIL SHANK, DN. 0.1' © FD. CHIS."+" AT •• BACK OF SIDEWALK @ FD. CHIS. LINE AT BACK OF SIDEWALK .· ;;fo~1:/ ,( ') '. -• ---,'/' i'""' i; {\. ,.. r l ........ \,. ".._s :,: a. (11 cr: 6. 6 • ' 0 ... ' D J r CONC Na. 6343 Exp. 11-31·" ED LJ 0 u z 0 u .L 0 ASPH ' .... 7._ =,---"--........_ L 7 PREPARED UNDER THE SUPERVISION OF: ~QAJthOo'(! 1}~ JAMES L. GARVIN, L.S. 6343 o -INDICATES MONUMENT FOUND AS NOTED. @ CiD FD. LEAD,TACK 8 TAG L.S. 3109 AT BACK OF SIDEWALK FD. 11 /2"" I.P., NO TAG, DN. 0.1' @· FD. 3/4" I.P. W/CONC. PLUG 8 TAG R.E. 6477, FLUSH @ FD. 3/4" I.P. W/CONC. PLUG 8 TAG L.S. 2312, DN. 0.2' ;;:,'-'· --/;·::-J s CONSULTING CIVIL ENGINEERS ANlD LAND HMID PUBLIC WORKS DIRECTOR '\.J"\. Ci\/VI\I' / /. ,! SURVEYORS 3 8 9 /1,, AS BUILT PER R.E.NO. iG7!ll 0.j'•.'' .. -,._·--~r'\~,~~':~·~,, . 15101 Red Hill Avenue• Tustin, California 92680 • 714/259-7900 • 714/259-0210 ~Ax --6 CAW Lb G INFO SUPPUED BY DATE -,,::: 1),7 C"\.\~"'.--_ / APPROVED DY • • ~ _ ! . c, ILLESPIE CONSTRUCTION. ,_~' · --•~ .J es,,,_:,c;,. ~ .~ '2-V ;0;-,, EXPIRES DATE DATE BY DESCRIPTION APP'D. DESIGNED JLG DRAWN CAW SURVEY 'MONUMENT PIERPIETUATION PLAN CIYV 0~ ~J~\'JflO!tY D~ACl1 a.§>e;~4 .. ~ .,., ~f".>\ '" \:> "?/\'?,IC.,, DIETERICH POST REORDER NO. 145720 REVISIONS CHECKED JLG DATE 4/5/95 PUBLIC WORKS DEPARTMENT SHEET_ 22 OF 22 I 0 ' 0 '-' :( n ., § 1 "' 0 _J 7] ~ ~ !; ,, ;, C ~ ~~ ~ ;f, , ::J • 0 ·~ ;';j s r, < ::J :>: !" ~ c-:: .. " }) z fc___ I 0 r u .,, ~ n LJ 0 J c] {l "' 0 ~ JJ :JJ c_o S! ~ ~ R " ;-::: .,_ "C> ~ 2 }] • , :~ , I : ' \ 1 ' ' ~ z I 0 5