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HomeMy WebLinkAboutR_5663_SVICINITY MAP REDUCED SCALE SYMBOL LEGEND -0---POWER POLE 0 MANHOLE 'a FIRE HYDRANT D METER BOX POWER POLE ANCHOR Co MONUMENT -· X ••• X --X--FENCE ·:::i==··• BLOCKWALL r+, ,~r TREE Q Cl SHRUBBERY 4L = La .UL ASPHALT PAVE!IENT ili&.SeB:,rJ;f BRiCKWALK I':" .'·. . I CONCRETE (ZVLL'.'L./jj BUILDING ----EXIS"TING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUC110N ---'t_---CENTERLINE -··-S-···-SEWER LINE ----W----WATER UNE ---G---GAS LINE --·E--POWER LINE ·-TEL·--TELEPHONE LINE -------TV -----,--.. CABLEVJSION LlNE ·-·SP--·-SPRINKLER SYS"fEM :Ll'. STREET LIGHT --""'" SIGtl , (0.00) EXIS11NG ELEVATION 0,00 PROPOSED ELEVATION -,"/-;,', DAYLIGHT LINE E\:ERGENCY TELEPHONE NU~1BERS ) CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ------·· SOUTHERN CAUFOR~IA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLE\1SION COMMUNITY C.",BLEViSION UNDERGROUND SERv1CE ALERT MUMBERS 634-0251 895-0221 259-4478 644-30i1 962-2411 542-6222, AFTER 6: 00 PM 542-3975 720-4040 1-800C"422-4133 MEASURE "M" S.TREET REHABILITATION BAYSIDE DRIVE FROI\i PACIFIC COAST HVIT. TO MARINE AVE. CLAY STREET FROM IRVINE AVE. TO ST. ANDREWS RD. DOVER DRIVE FROM PACIFIC COAST HWY. TO WESTCLIFF DR. JAMBOREE Al>\T;D l\1ARII\TE FROM PACIFIC COAST HVtTY. TO BALBOA ISLAND BRIDGE LAKE AVENUE FROM 36TH ST. TO 32ND ST. 16TH STREET FROl\i SEAGULL LN. TO DOVER DR. CONTRACT NO. 2928 CITY OF NEWPORT BEACH PUBLIC WORKS DEP.~RTMENT ·---"• ·-· ... ' 1 2 3 4 5 6 ~ I 8 9 iO GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROl!,SIONS, BE CONSTRUCTED IN ACCORDANCE \~TH THE "STAl<DARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 199i EDl110N. 2. EXIST!NG UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AC1UAL LOCA110N, AND ELEVA"TION IN THE FIELD, PRIOR TO BEGINNING OF· CONSTRUCTION. INDEX OF SHEETS TITLE SHEET BAYSIDE DRi\JE, TYPICAL SECTIONS, CONSTRUCTION NOTES CLAY STREET CLAY STREET DOVER DRIVE DOVER DR!VE J,b.MBOREE ROAD LAKE AVE1,LIE LAKE AVENUE 16TH STREET CROSS SECTIONS FROM IRVINE AVE. TO STA 4+30.82 FROM STA 4+30.82 TO ST. ANDREWS ROAD.O FROM CUFF DR. TO STA. 25+00 FROM STA. 25+00 TO WEST CLIFF DR. FROM PACIFIC COAST HWY TO BAYSIDE DR. FROM 36TH ST. TO 34 TH ST. FROM 34 TH ST. TO 32ND ST. SEAGULL LN. TO DOVER DR. THIS PRO,JECT IS BElt--JG CONSTRUCTED IN CONJUNCTION VVITH PLAN No. 'vV .. -5228-S 0113\TiTLESHT.DWG R-5663-S SHT 1 OF 10 J.N. 01-13 • :c :~ i "" ' ' ! \ \ " \ i ; : •"• ::: i: :· ' SIDEWALK SCALE: 1" ""' 20' \\N!f.HH PER TYPICAL SECTlONS COLD PLANEj 1--A.C. OV£RLA y EXIST. c & G ~ r3/B" uPI \ PER PLAN / (TYP.) i _'L-- 'ro I ' PCC UP ;=l • ! I ~--b -~ - ~-H, I ' LEXIST. SURFACE L.J ADJACENT TO EXIST. GUTTFRS & CROSS GUTTERS @TYPICAL COL~0 ~-~ NOTE: BASED ON CORE LOG DATA. EXISTING PAVEMEN1 SECTION FOR BAYSIDE DRIVE CONSISTS OF 5-1 /2" TO 9-1/2" OF A.C. OVER O" TO 7-1/2" A.8. BAYSIDE DRIVE RESURFACING SCALE 1"=800' JOINS AT INTERSECTING STREETS ' ' -- ,.,,,_.., t \~ _.,, .. . . ROUNDED SLOPE DETAIL NO SCALE RW ·~·"""'~ ANE DETAILS I / .. .._ r /·~,--... "¾. ,.I ·-. • • ••._, ~-·· ' .. ,• ··---·" ,,, SDKW (;'·• "-.. . ./ I BA YSIOE DRIVE r; __ PAVEMENT REMOVAL SCHEDULE . . ' (ESTIMATED) L ___ LOCATION (BY SINGLE LENGTH WIDTH AREA . STATION OR LANE (FT) (FT) (SF) RANGE) BAYSIDE DRIVE , _,,_ ···---··-·------~---------~-- NORTH/WESTBOUND i ·:,,.,, .. -r"' '\ CURB $ GUTTER RE PLACEMENT SCHEDULE l-•·, ••·. • I & 12 ' 4+05 2 !47~ 600 FROM STA. DIRECTION TO STA. . \ ·-····· ---···•--•··--•·"•-" ----~--" ···-(c.J.) 2+ 12 (S~WCUT) ! lt:36 SOU Tf\BDUND 4+85 2 '57-44-14 .,;,~ . 72.0 ' ' . 1 ...... ,'·3 2 +69 ( C.J) SOUTHBOUND 2t89 (c.J.) 41+75 TO 42+20 ! " ' 45 135 ~ ' ~ .... ,,___...-""'':_;-,,, ' 42+20 TO 43+20 I -~LL ,oc 40 4000 ,_,,.,. ··--·--... _., ... -" __ ., __ ,_ BAYSIDE DRIVF SOUTH/EASiBOUND 0+75 TO 4+91 2 416 16 6656 TYPICAL SECTION NOTES, ----·--·-,. .. ·----------·-· ---"•""" ---···-·--· -. -··--f"'--; -~ . --.. . ., . i 1 I PROP. F.S. -EX. F.S. + 0.17' MIN. -' I L.., ____ , ' ·-" . TOTAL REMOVAL AREA 31347:l: ~ PLACE LIP OF A.G. 3/8" HiGHt.R THAN EXISTING PCC UP OF GUTTER r----1 NO. MANHOLE COVERS TO BE ADJUSTED 41 i 3 I INCREASE A.C. OVERLAY THICKNESS '···' TO MAINTAIN MIN. CROSS FALL i~O. WATER VALVE COVERS TO BE ADJUSTED 2.7 N'LY RW S'LY CONST. n RW 't 36' TO 42' 22' TO 30' 6' TO 9' ······· ......................... ·:::.. ___ _, _____ _::c:__:..::._::.::.. ___ f-i'-'-=-.::~ 34' TO 40' BAYSIDE DRIVE TYPICAL SECTION (NO SCALE) • LOCATION AND WIDTH OF RECONSTRUCTION PER SCHEDULE' HEREON,. 32' CONST. ~ 32' ... 15 1 1--------i--15 ' \....../ OPTiONAL SEE SPECS. AT STA. 2+ 75 CONST. ct ------· • -~2~ ·-------~ J-1-,_ ------ l': " 0) I I F\VERLAY • SDWK. AT STA. 1+25 JAMBOREF ROAD TYPICAL SECTIONS (NO SCALE) f.-o------,;;:;-?'\.-------1 -..::_:J ' f-......j 19 ---, _,/ rr· ! I ✓ FROM STA.1+45 TO BALBOA ISLAND BRIDGE FROM BAYSIDE DR. TO STA.1+45 MARINE AVENUE TYPICAL SECTIONS (NO SCALE) il 1· sJ l I i I I ·-- 10' RW 9' SEE ROUNDED SLOPE 8' 1 I /I DETAIL LEFT I I r-: 11~1 ~~~ \ I I I I / \ \ \ I \ \ 0 ~, '1 2 l \,.";! @ 8 @ r,;;;,I c.:::,:; @ CONSTRUCTION NOTES REMOVE EXISTING A.C PVM'T. SECTION AND CONSTRUCT 4" A.C. OVER 4" A.B. PER TYPICAL SECTIOf✓ ON SHEET NO. 9. REMOVE AND CONSTRUCT VAF!IABLE HEIGHT CURB W/12" GUTTER MATCHlflG REMf,INING CURB AND GUTTER SECTIONS TO BE JOINED. MATCH TOP OF CURB TO EXISTING SIDEWALK SURFACE. REMOVE AND CONSTRUCT ALLEY APPROACH TYPE • A" PER CITY STD. 142-L W=1 O' R=6' REMOVE AND CONSTRUCT MODIFIED X-GUTTER PER CITY STD. 185-L Ai<D DETAIL ON SHEET NO. 8. ADJUST EXISTING VALVE COVER TO GRADE. RELOCATE AND OR ADJUST EXISTING IMPROVEMENT TO GRADE (TYPE SHOWN ON PL.AN.) REMOVE AND CONSTRUCT P.C.C. SIDEWALK PER CITY STD. 180-L ADJUST EXISTING MAl,HOLE FRAME AND COVER TO GRADE. EXISTING tMPROVD,lEl~TS TO BE RELOCATED AND OR ADJUSTED TO GR.~DE BY OTHERS ( TYPE SHOWN ON PLAN.) REMOVE AND CONSTRUCT S" CURB AND GUTTER TYPE "A" PER CITY STD. 182 .. ~- DISCONNECT EXISTING TRAFFIC SIGNAL LOOP DETECTOR IN PULLBOX PRIOR TO ANY ADJACENT COLD PLANE, OR PAVEMENT REMOVAL OPERATIONS AND INSTALL flEW LOOP DETECTORS PER STRIPING PLAN. COLD PLANE EXISTING PAVC:MENT PER DETAIL 12 ON SHEET NO. 2 ADJUST EXISTING WELL MONUMENT COVER TO GRADE PER CITY STD. 116-L. CONSTRUCT CURB ACGESS RAMP PER CITY STD. 181-L-A. NJD PER DETAIL ON SHEET NO. 8. REMOVE E.X:STING A.G. PVM'T. SECTION .~ND CONSTRUCT 11" FULL DEPTH A.G. PER TYPiGAL SECTION ON SHEET NO. 2 AND SPECIFIC X-SECTIONS ON X-SECTION SHEETS. REMOVE EXISTING A.C. PVM'T. SECTION AND CONSTRUCT i1-1/2" FULL DEPTH A.C. PER TYPCIAL SECTION ON SHEET NO. 10. REMOVE EXISTING A.C. PVM'T. SECTION AND CONSTRUCT i3" A.G. OVER 4" A.B. PER TYPICAL SECTION ON SHEET NO. 2 ROUT, CLEM! t,ND SEAL ALL CRACKS LARGER TfMN OR EQUAL TO 1 /8" AND PLACE 1-1 /2" A.G. OVERLAY PER TYPICAL SECTION ON SHEET 3. REMOVE EXiSTING A.G. P\IM'T. SECTION AND CONSTRUCT 4-1/2" A.G. OVER 4" A.8 . PER TYPCIAL SECTION ON SHEET NO. 2 REMOVE EXIST,NG A.G. AND INTERFERING A.B., GRADE AND COMPACT REMAINING A.B., AND CONSTRUCT 4" A.C. BASE COURSE FLUSH WITH EXISTING PAVEMENT AND 2" LOW ADJACENT TO PCC JOINS PER TYPICAL SECTION ON SHEET NO. 2 REMOVE EXISTING A.O. AND INTERFERING A.8., GRADE AND COMPACT REMAINING A.B., AND CONSTRUCT 12-1 /2" FULL DEPTH A.O. FLUSH WITH EXISTlNG PAVEMENT AND 2" LOW .ADJACENT TO PCC JOINS PER TYPICAL SECTION ON SHEET NO. 6. PLACE 2" A.G. OVERLAY PER TYPICAL SECTION ON SHEET NO. 2 ROUT, CLEAN AND SEAL ALL CRACKS LARGER THAN OR EQUAL TO 1 /B" AND PLACE 2" A.C. OVEHLA Y PER TYPICAL SECTIONS ON SHEET 2. ROUT, CLEAN AND SEAL ALL CRACKS LARGER THAN OR EQUAL TO 1 /8" AND PL.ACE 2" A.C. OVERLAY PER TYPICAL SECTION ON SHEET NO. 6. RELOCATE AND OR ADJUST EXISTING STREET UGHT POLE, FOUNDATION, TO GRADE. ADJUST SEWER CLEANOUT TO GRADE. REMOVE EXISTING f-lOLLED CURB AND GUTTER AND CONSTRUCT 6" CURB AND GUTTER TYPE "A'' PER CITY STD. 1132-L. CURB HEIGHT MAY VARY BETWEEN 5" & 8" TO JO!N ABUTTING SIDEWALi< PER SECTION ON SHEET 3. REMOVE EXISTING 6" CURB, COMPACT SUBGRADE AND CONSTRUCT 6" CURB TYPE "B" PER CITY STD. 182-L REMOVE EXISTING STAMPED CONCRETE MEDIAN PAVING, COMPACT SUBGRADE AND CONSTRUCT NEW STAMPED CONCRETE MEDIAN PAVING AT NEW TC ELEVATION. @ ADJUST EXISTING STREET PULLBOX TO GRADE At,D INSTALL NEW CONDUIT. ® PROTECT EXISTING !MPRDVEMENT IN PLACE. (TYPE SHOWN ON PLAN) APPROVED 612U PUBUC WORKS DIRECTOR R.E. NO. 12806 DA TE _ _ff.::: t., • q ' C-2928 MEASURE "M" STREET RHEABILITATION PLANS BAYSIDE DRIVE, TYPICAL SECTIONS AND CONSTRUCTION NOTES !-DA_TE_,L_! _sY_,._ ___ o_Es_cR_.1P_TIC_N _____ -'-AP_P'_D.-boE=SIG=•NE=D--+,10~RA~WN--=GD::.:.A--i CITY OF NEWPORT BEACH REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT _____________________________________________________________________ .,;_ ___________________________ J..... __________________ J ___ JPNI 'l50CT.1993 ! R-5663-S !SHEET 2 OF 1 Q J.N. 01·'13 I I ! ! ! \ I ! / ··-018012% EXIS . NORTHERLY FLOWLINE 2 1o a ~ -r .-n .-oo n r--'.--~ ro -o ~~ ~ . .. -.,:_ -·--2~2--1,'_c.+o.-1_16_63%__ -0·3aRg Ir? -o e t---·~ __ ,_-i::. -e:-~----± ·1.--?~---~--±.. ._g~--• r0 -~ .. -.-_ =-:~~"".--------1-4--~_QJ_83~=3=%==---:=~:=_:=l=.:~:;;;~~~_;.J _______ * ~-• .:".:'.. "" -+ -rzt-N • "" • --------+--·--···---···············-··----+--·-····· .•.• --i:·-= ... ~.--.-~~=-----i++H,;.:799W&::_-_-_---i---. .:::.=::.-t·=---1-~-·.o;:,,..y_.~~-·-···-· :::'._,..,:L+·~--_-_-__ -+----.-.. -. --.-0-:3_4_5_7_5~%---.-.. -.-+--••. ~ -:j: <:(·81. t EXIST. GRADE © CENTERLINE • i i . ----·--· ·"---,1,-J !'--·!----------.-;.:----------------···-·-····---,--·········-··········· ···•··-•···· .. ··----+-------1-0'}-6 .. 1. .. . . I i-+-l¼----+---------t---------+---------1---------+---------+-' ---------t---------+----------1---------;··· -11 I 7 ' • .:.TARGET PR P~ESf,YJ!jERLY TOP OFC RB,, • Z •• •• •----·······-+---,----=='--''-'-'rrr'=f-'=:::..:.:="-------,--t---'-<,----,---7".:'.:---+--------.----+----------ir----t-----------+-----------+------------t-------t---l---l . :.~n ow . .. u o,.. -·---d rtl -n ~ +o ,.., 00 ,~ •• __ .. ·~...E.~:z ••• 1 -o.0971s%· -.~. ~,..,11,~ ~4%..:....__ ·o.i7;42% ·•1 .......... 1....... t' .·.· .A".··· • ro ;.:__,,_ f¾'\-1-0,..-... -,....,,_ -+ --..:...._ -------~-__ ,, ____ ----10.'l90..:i%-.. --, 0~84P,._ i ~ i-·-8+-t-----+---------.-.➔~11-~·-t------------'j~~+-----__,1-·"'"~~;~~-~"g'---+---------· ·.c;ij-·_----+~·--··~-···:·-···· • i~:-c-=~ .-.. -. ------. . •· .·~ -.. -. ~r~· '°---·. ~ .: .. "c----14321 % • Ti=---=-=-"'.,"'-±~:oLJ==--c==i:1 I 1--,1-o..;j------j--------------t------------j----,·,.L/_/_·· --"e-:-.. ____ ..... -.. ,-.. -------+-------.+--------------~~"--~':----------~----,--------~ro~----il_______ :------------1cf!_"t----,~i o-1 0 0 ci 0 + 0 0 IRVINE SMH CATV PB J I/ I r ~--- 11 11 AVE. v EXIST, SOUTHERLY FLOW' INE;/ PROFILE I X 0 O'l ..J <,: ::e PJ 1 15' TRANSITION FflOM 15' TRANSITION FROM -~-·---·-------· ·- ROLL.ED C&G TO STD. C&G CLA 'r/ SCALE: HORIZ, 1 "=20'>------------+------------+-----------+-------~--__, VERT, 1''=2' X 0 m (P) BENCH MARK 2 IN THE NORTHWEST PART OF THE INTERSECTION OF IRVINE AVENUE AND 15TH STREET; 32.5 FEET NORTHWEST OF THE CENTERLINE OF IRVINE, 44.3 FEET NORTHEAST OF THE CENTERLINE OF 15TH, IN THE TOP OF THE SOUTHEAST CORNER OF A 4.5 BY 19,5 FOOT CONCRETE CATCH BASIN, LEVEL WITH THE SIDEWALK. 3 "' ..J <( ;j;: w 0 c1 (P) ® p 4 >< 15 s; ID -~ I <,: I 'o :;E i N I ® • u • m N OC)-tj-• 0 t"J + 0 ~z • l'-<Cw 1-w U) I w (I) Zw ....J w (I) I u I-<( 2 ffi AS BUILT CONSTRUCTiON NOTES REMOVE A.i>JD CONSTRUCT P.C.C. SIDEWALK PER CITY STD. 180-L. COLD F'LANE EXISTING PAVEMENT PER DETAIL 12 ON SHEET NO. 2 ROUT, CLEAN AND SEAL ALL CRACKS LARGER THAN OR EQUAL TO 1/8" At✓D PLACE 1-1/2" A.C. OVERLAY PER TYPICAL SECTION HEREON. REMOVE EXISTING ROLLED CURB AND GUTTER AND RECONSTRUCT 6" CURB AND GUTTER TYPE "A" PER CITY STD. 182-L. CURB HEIGHT MAY VARY BETWEEN 5" & 8" TO JOit< ABUTTING SIDEWALK PER SECTION ON SHEET 3. (~ PROTECT EXISTING IMPROVEMENT IN PLACE. (TYPE SHOWN ON PLAN) ---·-MATCH TC TO EXISTING SIDEWALK WHERE CURB / FACE V~LL BE 5" MIN. TO 8" MAX., LE .. MAKE TC = FS OF SIDEWALK INSTEAD OF TARGET PROFILE. TRANSITION TO TARGET PROFILE IN 10 FT. PER IN. OF DIFFERENCE . ct 18.5' 18.5' j' • ~,---------(;~,..--.......... ···-· -······-"""";1 ~ ------j,:,,.-il ! \...._ / ' LJ T 5' COLD PLANE W ERE EXISTING PAVEMENT INTERF RS WITH PLACING FULL OV RLAY THICKNESS • 1' MATCHUP PAVEMENT 1-1/2" MIN OVERLAY/3-1/2" MIN. AC BASE COURSE FOR A TOTAL OF 5" MIN. 1' * FROl\/1 IRVl~JE AVE. TO ST. ANDREVvS RD. CLAY STREET TYPICAL SECTIONS ---------------- APPROVED MEASURE "M" C-2928 t2) CJ. }tt_,._ STREET RHEABILITATION PLANS PUBUC WORKS DIRECTOR R.E. NO. 12806 DA TE _Jj.:f,t-9 5 CLAY STREET FROM IRVINE AVE. TO STA. 4+30.82 SCALE 1 "=20' ADJ 1976 ELEV. 82.168 DA TE BY DESCRIPTION APP'D. QESiGNED R-5663-S JPN IDRA\\~l GOA CITY OF NEWPORT BEACH o---~-~-------------~--+------~----1 CHECKEa IDATE PUBUC WORKS DEPARTMENT RE"1SIONS JPN ! 15 CGT. 1993 SHEET 3 OF 1 Q 0113\325.DWG ,J,N. 01-13 ' C •· ,, ' i 1 · ...... · t ··----.~l-•··.----.-.. -.. -... -.-... -.:~::·:·1 ---~------1------+-------------+-------------,1------+------ • • "·" I. 82 ~· •••• ~ I )-·•.····-.·. -.. -g--+_ -~+'·: 'H. ep;:: 'rt-lERJ:.¥:·TOP--OF··GURB·····. ·.,kc-~-·· -.·---------+----2-+-----•-+!-·--------1~L1 ' "" 0 0. - -. ' ~ 0~ ~~ -----·· -' --81 0 0 0 F-ol 0 Oi r". .. N "' ~ + d IO 00 • -----~~1 en +l <'Ji 0 I " ---···········------~--·---········-····-'-------'--------------'------ • 0 • m N co t0 • 0 I") • + 0 s;;j-z <{ LJ 1-w (I) I w (/) Zw _j w (/) I 0 !-<( 2 5 6 CALE 1 "=20' CLAY z 0 g -, ~ Br· . If) 0 N·-I'} "' ID + .,; o,. "' .... H· .. "' .:::.--" ----· -_J 7 6+71,36 t. INTER. BENCH tvlARK IN THE NOfHHWEST PART OF THE INTERSECTION OF IRVINE AVENUE AND 15TH STREET; 32.5 FEET NORTHWEST OF THE CENTERLINE OF !RVINE, 44,3 FEET NORTHEAST OF THE CENTERLINE OF 15TH, IN THE TOP OF THE SOUTHEAST CORNER OF A 4.5 BY i 9.5 FOOT CONCRETE CATCH BASIN, LEVEL WITH THE SIDEWALK. ADJ 1976 ELEV. 82. 168 ® r-, U~) CONSTRUCTION NOTES REMOVE AND Cot,STRUCT P.C.C. SiDEWALK PER CITY STD. i80-L COLD PLAHE EXISTING PAVEMENT PER DETAIL 12 ON SHEET NO. 2 ROUT, CLEAN AND SEAL ALL CRACKS LARGER THAN DR EQUAL TO 1/8" AND PLACE 1-1/2" A.C. OVERLAY PER TYPICAL SECTIOI, ON SHEET NO. 3. REMOVE EXISTING ROLLED CURB AND GUTTER AND RECONSTRUCT 6" CURB AND GUTTEI'< TYPE "A" PER CITY STD. Hl2-L CURB HEIGHT MAY VARY BETWEEN 5" & 8" TO JOiil ABUTTING SIDEWALi< PER SECTION ON SHEET 3. PROTECT EXISTING IMPROVEMENT iN PLACE. (TYPE SHOWN ON PLAN) APPROVED MEASURE "M" C-2928 . 0 tJ IA/ -··--L··'-"·~'--·i 1---+---+--------------J----lpusuc WOilKS DIRECTOR STREET RHEABILITA TION PLANS CLAY STREET R£ NO, 12806 o·•· L'•l•-'42 uAlt. _ ~--~~-·---·-~~·- ·;~;· ·8-Y-+---__ D~E_s-c_R-IP~TI_O_f_l-_-_-_-_-_-_-_-_-_-_:-AP~P_'-D.:fcc□E=Sl=·i;r,=ED,--'-JP_N-+D~RA=cw_N_ GDA CITY OF NEWPORT BEACH CHECKED DA TE PUBUC WORKS DEPARTMENT JPN 15 OCT. 1993 REVlSIONS FROM STA. 4+30.82 TO ST. ANDREWS RD. i R-5663-S ' 4 OF 10 0113\325.JWG J.N. 0°-13 ' ' i i ,-_) i (, '. > I :;; l ) _, \, .• " 'e--• •·••-••-•-•• " cJ (. :·-, ,-::-, ;; ,_J . \ ' I { :,s, f tl;1 ·~ ~ (!,;1 0 nffe 10+68.50 • (.) • w 0 DOVER DR <\<()l/ / ,,/ L,) // SCALE 1 "=40' 23+42.51 CL lfJT " VE ,\ ) 1 !I "16th . i /1/' ~i // @ fl ii TREEr 11 SCALE 1 "= 40' 0 0 + c.o U1 N • • <( 0 z I-I-(f) w w w z I ....J (f) I w w (.) (f) I-<( ~ i • ' I •· I ' tr CONSTRUCTION NOTES ® ADJUST EXISTING VALVE COVER TO GRADE. ADJUST EXISTING MANHOLE FRAME AND COVER TO GRADE. DISCONNECT EX1STlNG TRAFFIC SIGNAL LOOP DETECTOR IN PULLBOX PRIOR TO ANY ADJACENT CCLD PLANE, OR PAVEMENT REMOVAL OPERATIONS AND INSTALL NEW LOOP DETECTORS PER STRIPING PLAN. COLD PLANE EXISTING PAVEMENT PER DETAIL 12 ON SHEET NO. 2 REMOVE EXISTING A.C. AND INTERFERING A.B., GRADE AND COMPACT REMAINING A.8., AND CONSTRUCT 12-1/2" FULL 'JEPTH A.O. FLUSH W!TH EXIS,.ING PAVEMENT AND 2" LOW ADJACENT TO PCC JOINS PER TYPICA.L SECTION ON SHEET NO. 6. ROUT, CLEAN AND SEAL ALL CRACl<S LARGER THAN OR EQUAL TO 1/8" AND PLACE 2" A.C. OVERLAY PER TYPICAL SECTION ON SHEET NO. 6 PROTECT EXISTING IMPROVEMENT !r, PLACE. (TYPE SHOWN ON PLAN) I f. /j /1,......_ \ w ' NOTE; BASED ON CORE LOG DATA THE EXIS11NG PAVEMENT SECTION CONSIST OF 4-1/2" TO 5" A.C. OVER 13-1/2" TO 18" A.8. (TYP. AT ALL DOVER LOCATIONS) ,""""'·, r-"\1 ~1·1 n {ru i D l I_ ii "''" , I , ' I /. • I ' I D l ~ ~ ... ':!J ' - !APPRO\fi:D ME.-4,SURE "M" C-2928 -----~-.. -.. ~-----------1---;' tJ Q lt/4 +---+-----· ---···· ------······ .......... PUBUC ,;ORK; ;L,ECTCR""!•-- STREET RHEABILITA TION PLANS DOVER DRIVE R.E. NO. 12806 DATE ......Li,4'.-fi 1 . . FROM CLIFF DR. TO STA. 25+00 OAiE BY DESCRIPllON APP'D. DESIGNED ,JPN DRAWN RCM CITY OF NEWPORT BEACH R-5663-S SHEET 5 Of 1 Q --~-~------------~----+-----+-=----------· CHECKED DA TE RE\1S!ONS JPrl 15 OCT. 1993 PUBLIC WCRKS DEPARTMENT 0113\DDV.DWG J.N. 01-13 i~ " ., " ', ,_, r __ : J 0 0 !!) ;;; • N 0 . z <( !-1-w U1 Ww ::Cz U1 -_j w ::c WO U1 !- <( ;:;'E, SCALE 1"=40' ~ 0 CD <( w w U1 • 0 • w W, z _j :r: 0 !-<( 2 I I l NOTE; BASED ON CORE LOG DATA THE EXISTING PAVEMENT SECTION CONSIST OF 4-1/2" TO 5" A.C. OVER 13-1/2" TO 18" A.8. (TYP. AT ALL DOVER LOCATIONS) z" Ac CAP DOVER WESTCLIFF DRIVE I I\ I Ii 11 I Ii DRIVE II \\ I Ii\ !1\ !\ \ \ \11 i. \\\ ' 11 " \1 11 \ ,, \' " i\1 \I '\ I\ I\ II \I I! j! ,, I: !: 0 SMH 0 SCALE 1 "=40' • CONSTRUCTION NOTES ADJUST EXISTING VALVE COVER TO GRADE. ~.DJUST EXISTING MANHOLE FRAME AND COVER TO GRADE. DISCONNECT EXISTING TRAFFIC SIGNAL LOOP DETECTOR it, PULLBOX PRIOR TO ANY .J,DJACENT COLD Plii.NE, OR PAVEMENT REMOVAL OPERATIONS AND INSTALL NEW LOOP DETECTORS PER STRIPING PLAN. COLD PLANE EXISTING PAVEMENT PER DETAIL 12 ON SHEET eJO. 2 REMOVE EXISTING A.G. AND it'1ERFER!NG A,8., GRADE AND COMPACT REMAINING A.B., Ai~D CGMSTRUCT 12·-i/2'• FULL DEPTH /-1,C. FLUSH VtTH EXISTING PAVEMENT AND 2" LOW ADJ,4CENT TO PCC JOINS PER TYPICAL SECTION ON SHEET NO. 6. ROUT, CLEAN AND SEAL ALL CF,ACKS LARGER THAN OR EQUAL TO ill 1 /8" AND PLACE 2" A.G. OVERLAY PER TYPICAL SECTIOr, at, SHEET NO. 6 REMOVE AND CONSTRUCT 6" CURB AND GUTTER TYPE "A" PER CITY STD. 182·-L. REMOVE EXISTING 6" CURB, COMPACT SUBGRADE Ar·lD CONSTRUCT 6" CURB TYPE "B" PER CITY STD. 182-L REMOVE EXISTING STAMPED CONCRETE MEDIAN PAVING, COMPACT SUBGRADE AND CONSTRUCT NEW STAMPED CONCRETE MEDIAN PAVING AT NEW TC ELEVATION. PROTECT EXISTING IMPROVEMENT IN PLACE. (TYPE SHOWN m, PLAN) TYPICAL SECTION NOTES QJ PROP. F.S. ~ EX. F.S. + 0.17'± PLACE LIP OF A.G. 3/8" HIGHER THAN EX. LIP OF GUTTER. Cl !NT CONTRACTOR SHOULD NOTE HIGH LIP OF A.C. PRESENT AT SOME LOCATIONS -EXTRA MILLiNG MAY BE RE.QUIRED. INCRE1I.SE OVERLAY REQUIRED TO MAINTAIN 1>~ CROSS FALL • = LOCATION AND DIMENSIONS OF RECONSmUCTION PER PLAN ON SHEETS 5 & 6 57' TO 12.3' 29' TO '27' If_ (W'LY PORTION OF X-SEC110N IS SHOY,N PERPENDICULAR TO STATION LINE ALONE W'LY CURB FACE.) i-------/24\----~-a 10' / '-· ""' ',/ w c, RW B' TO 11' I . .. __ ?:.. ISLAND FROM STA. 34+ 70± TO 36+00± FROM~ STA. 34+ 72± TO 36+00± FROM \,V'LY CURB STA. 34+63± TO 35+37± FROM STA. 16+30± TO STA. 34+70± 39' TO 48' 30.5' TO 39' o.sr....-i.3% FROM STA. 11+80± TO 16+30± l i[lll I LJ u DOVER DRIVE TYPICAL SECTIONS (NO SCALE) [3' .. J E'LY RW E'L i 2' [-t--·- I '1'. ... IRW C-2928 =·-i APPROVED MEASURE "Mn ef;;fi~!J}cf;,, ·---1 --_,,&,au ____ STREET RHEABILITA TION PLANS ~ ~ t;'!~!,1,~1~,";-~97n!;':;::~J~}2,s,,voyoco /$~;;,-le p. No~~ ,---,.....--~------------· •• ·-· ·-.. ·-··-PUBLIC WORKS DIRECTOR DOVER ORI VE 1,.-,sz31 IRv1NE sLvo. su1TE 204 (~/ N c,,4,6 Je:;f. A R.E. t-10.12soe FROM STA. 25+u"O TO WEST CLIFF DR, -I'\..... TUSTIN. CALIFORNIA, 92680 , .,,\ o. 1 • ;~ j ... / 10\11\94, MG LG AS BUILT DATE //·'f, qJ , 1714) 730-641.0 \"~P· 313119/~,,-/ DESIGNED } / ,// // ' . ' J'l',~,.,..if,'j' DATE I BY DESCRIPTION APP'D. JPN DRAWN RCM CITY OF NEWPORT BEACH R-5663-S [o_t(]A_ f ~'?) 1ll:jr c~/ ·--'---L--------------'---,,;,CHec[c;;;CK",E"'!l-"'-toA"''TE;c----,"'-'-PUBLIC WORKS DEPARTMEMT JACK P. NORRIS DATE'. -==--R~SIONS JPN 15 OCT. 1993 SHEET 6 OF 1 Q 1.....---------------------------------------~---------------J........----"-----------------J......----------------'---- 0113\DOV.OWG J.N. 01-13 L c. ,-; / ~--------···'"·--···--··-··-· ------------··--·----·-··----+--------· I 0+00 cc-•30'5"" ::J/ l L 6. 417.00' R CURVE DATA 1+00 418.59 L 228.84' T NI' '°3 i2 O l'l O ., \\ \ /"., 1-Yi:---, 1 ' WI 'Y 1r:- SCALE: VERT. I er 0 57' oc , 1·31·94 LFV ADDED CLEV1'TION5 '-7"1 \.,_,__,/ ;·-\ 0v F'\ ! 9 j ,__. ® 0 ® CONSTRUCTION NOTES ADJUST EXISTING VALVE COVER TO GRADE. RELOCATE AND OR ADdlJST EXISTING IMPROVEMENT TO GRADE (TYPE SHOWN ON PLAN.) REMOVE AND CONSTRUCT P.C.C. SIDEWALK PER CITY STD. 180-L. AD,IUST EXISTING MANHOLE FRAME AND COVER TO GRADE. EX!STiNG IMPROVEMENTS TO BE RELOCATED AND OR ADJUSTED TO GRADE BY OTHERS ( TYPE SHOWN ON PLAN.) REMOVE AND CO~ISTRUCT 8" CURB AND GUTTER PER CITY STD. 182-L. DiSCONNECT EXISTING TRAFFiC SIGNAL LOOP DETECTOR IN PULLBOX PRIOR TO ANY AD.JACE~1T COLD PLANE, OR PAVEMENT REMOVAL OPERAT1ONS ANO INSTALL NEW LOOP DETECTORS PER STRIPING PLAN. COLD PLANE EX!STING PAVEMENT PER DETAIL 12 ON SHEET NO. 2 ADJUST EXISTING WELL MONUMENT COVER TO GRADE PER CITY STD. 1: 6-L. REMOVE EXISTING A.G. AND CONSTRUCT 11" FULL DEPTH A.C. PER TYPICAL SECTiON ON SHEET t✓O. 2 AND SPECIFIC X-SECTIONS ON X-SECTION SHEETS. REMOVE EXISTING A.C. AND CONSTRUCT 8" A.C. OVER 4" A.B. PER TYPICAL SECTION ON SHEET NO. 2 REMOVE EXISTING A.C. AND CONSTRUCT 4-1\2" A.C. OVER 4" A.8, PER TYPICAL SECTION ON SHEET NO. 2 REMOVE EXISTING A.C. AND INTERFERING A.B., GRADE AND COMPACT RElvlAINING A.B., AND CONSTRUCT 4" A.C. BASE COURSE FLUSH WITH EXISTING PAVEMENT AND 2" LOW ADJACENT TO PCC JOINS PER TYPICAL SECTION ON SHEET NO. 2 PLACE 2" A.C. OVERLAY PER TYPICAL SECTION ON SHEET NO. 2 RELOCATE AND OR ADJUST EXISTING STREET LIGHT POLE1 FOUNDATION TO GRADE. ADJUST SEWER CLEANOUT TO GRADE. ADJUST EXISTING STREET LIGHT PULLBOX TO GRADE AND INSTALL NEW CONDUIT. PROTECT EXISTlNG IMPROVEMENT IN PLACE. (TYPE SHOWN ON PLAN) OVERALAY ON BAYSIDE DR. SEE SHEET NO. 2 CONSTRUCT 10" WIDE STEM WALL INTEGRAL WITH PCC. PAD. 10' --I 8' SECTION NO SCALE ' 5' BUS PAD A-A BY DESCRIPTION APP'D DESIGNED JPN DRAWN GDA CITY OF NEWPORT BEACH 1----L---L------~----_______ ___,_ ______ , !-----=~-~--·----~-j DATE CHECKED DP.TE 15 OCT. 1993 REVISIONS JPN PUBLIC WORKS DEPARTMENT SHEET 7 OF 1 Q 0113\315.DWG J.N. 01·-13 l : \ \ 1 ! ' 7v 0 · .. U'!J \6J' /~ 0,-J e Vi ! ' I , I !-z <( fr: fr: oc I:! l.u ~ !-w l.w I ::; ::; w (/) V) oc < < t;:: 0 CJ 36th ST. m (L m ,-: r-.: Q -' ;_, i: ,-: ,c <( (0 "' u (g BENCH tv1ARK J 782 ~ Q SCALE 1 "=20' ~I >-' 3: 0 W' ,_ ~1 ,n -', X "'' w I:! _; ~ ,, 0 ' 0 z 52 [t'. < a. 0 z ' z 0 (/) ' CJ z "" "' <( Q 0 1' -.JI .. " >-' 3: a ,-: (f} X w .J 0 AT NEWPORT BEACH 0.5 MILE SOUTH ALONG NEWPORT BOULEVARD (ONE WAY NORTH) FROM THE PACIFIC COAST HIGHWAY UNDERPASS, AT THE "T" JUNCTION OF 29TH STREET, 7.4 FEET NORTH OF POINT IN LINE WITH THE NORTH CURB OF 29TH STREET, 6 FEET SOUTHEAST OF A 20 INCH PALM TREE, 3.5 FEET NORTHEAST OF THE NORT'rlEAST CURB OF NEWPORT BOULEVARD, 20 FEET SOUTHEAST OF POWER POLE 908870E, 0. 7 FOOT WEST OF AND ANGLE IN THE CONCRETE SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. ADJ. 1976 ELEV. 4.985 z (.'.) ry; ~. <( 3: w z 0 z 0 V, ' >- ... :'j_: ;.,: w z 0 ' 13) >- ~ <( ., u "' ,ri ~ + ~ !>-'W ..J . .J <( ,-' lo cu: i:1..1-r: >i~ ,._,+ I l,.;J .J 0 Q 0:: w 3- 0 Q u LAKE SCALE: (P) ~, z CJ 01 HORIZ. VERT. 3:~ .;; Lc..i "" n: <fl 35th lul \. I ¾.....,# ST. r~ '1 c-1 , ~1r I I • U L u 3 ,9 0 , z le' Cl V, z i:; (!) Ct'. t, V) ....J J w z < I-ti.J "' •I ',.. ~ ::, a:: >-• < < ~' ,,. "' Ct'. CL 0 ~ ,ci w ,..., < 0 ..J "' z .-; 3: z u +, 0 ,,. ' r'l! ' + I "' (V ® (.3_,1 w fr' t.. 4 z z Cl 0 1/l Ui if) rt'. oc LU 0 ' w ,. c, ,._ w z z w L "' "' ~ 2 "' n:: "' Vl < <( I I "' 0:: < 0. o. + w (!) Ii I') l-0 0 < I '2-z z --N ' ' m -------- 4 w L!.J • 0 'Z <( 1-,_ (/) w w w -,-z ...L -(J) .....J w IW u (/) I-<( 2 ST. 4· 0 Ci) I ✓---(2) !"', l~ 0 0 ''-./' (-\ \ 9 } •~ . ...../ ·, r • 4. \~.) (0. ,P CONSTRUCTION NOTES REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 4" A.C. OVER 4" A.8. PER TYPICAL SECTION ON SHEET NO. 9. REMOVE AND CONSTRUCT VARIABLE HEIGHT CURB W/12" GUTTER M1,TCHING REMAINING CURB AND GUTTER SECTIONS TO BE JOINED. MATCH TOP OF CURB TO EXISTl~JG SIDEWALK SURFACE. REMOVE AIJD CONSTRUCT ALLEY APPROACH TYPE "A" PER CITY STD. 142-L. Vi/=1 O' R=61 REMOVE AND CONSTRUCT MODIFIED X-GUTTER PER CITY STD. 185-L AND DETAIL ON SHEET NO. 8. ,L\DJUST EXISTING VALVE COVER TO GRADE. REMOVE AND CONSTRUCT P.C.C. SIDEWALK PER CITY STD, 180-L. EXISTiNING IMPROVEMENTS TO BE RELOCATED AND OR ADJUSTED TO GRADE av OTHERS ( TYPE SHOWN ON PLAN.) CONSTRUCT CURB ACCESS RAMP PER CITY STD. 181-L-A. AND DETAIL HEREON. PROTECT EXISTING IMPROVEMENT IN PLACE. (TYPE SHOWN ON PLAN) NOTE: EXIS11NG PAVEMENT SEC110N FOR LAKE AVENUE IS 3• A.C OVER 4" A.B. 14 CURB \ ' ACCESS RAfvlP DETAlL NO SCALE 5'R AVENUE 34th ~ (~MODIFIED X-GUTTER DETAIL \ 't ) , NO SCALE ........___,., C-2928 ,APPROVED MEASURE "Mn : __tfj£2~~-STRLEEATKRHEEABIALITVA 112NNPULAENS 1-----+---+-----------ipusuc WORKS DIRECTOR t R.E. NO, 12806 r--+-··-·--·---··----·----+-+.:'.'.DA'.,'.,:.TE:::::·'=11-:::::'."'":::;:...q=:::1==. ==1--__1_F!_l'Ro~M~3~6T_1_1_H~s_1_._T._T~o~34I_!TUJH~s~r!.!.... __j APP'D. o,sisrirn JPN ,oRAV,!J GOA CITY OF NEWPORT BEACH R-5663-S !---'--~---------------'----!"== ......... __ , ~---; CHECKED DA IT JPN 15 CCT. 1993 DA1E SY DESCR!P110!~ REVISIONS PUBLIC WORKS DEPARTMENT SliEET 8 OF 1 Q Oi 1 "i\3?2 f\\/'" ' ~ '~ ,,., H;:i J.N. 0i.13 ·,. ' \ j ~ ~ ¢;, 7Jl ~ \ttvo ~ ~ 0 ~] 0 ... ~ ..... 0 n; -. ' • ' ' u A I u ,- ...., "'7 • 0 (0 + -tj- • 0 z 1-w . LJ.J I (/) I . I -w (/) .._+ • 0 (0 + w z - • CX) • 34th z 0 +0.279% z .o .., +0.385% CD o.')tr J "' ) + ~ 5 0.27% +0.144% • ~ -~ v N N !'- ' <!) 0 9<> +0.293% SCALE 1"=20' p z 0 (f) G z "' "' -,: 0.. 0 z +0.01% p "' _J -,: 3 w 0 (f) a: (.) ID _J () ID (.!) --:- a: co (.) . L,J~ .,%O.Ol% 0.35070 +O \ • ~ 0.432% -0.29% 0.729% ~ PRCP. N'L Y FLOWLI~ E p z G (f) w z 0 f9 3 6 • LAKE 2 c . . ' . ~ '°~ <!) ... 0"' + ,.: r---~ '~~ C v 7 I '•, • ,..._ ~ +0 382% c.C-- z : 10 .., ID <.!) • +O.I 2% 0.p7% 0.27% 0.07% t--.1'1 Y Fl OIVI INF / PROP; N'L Y FLOWLINE-v : I 8 .,, 8 3 p p \j • ~iMESSJOlfl,1 ~ ~ NORRIS.!...REPKE,INC. ~ 'I-p. No~ I 4c L ~~ ~~ Consulting Clvll Englne 0 er-s ond Lond Surv<"lyo,-s z;;-""J' iJ"I ~ -c'°' I\. -18231 IRVINE BLVD. SUITE 204 t3 ~ I '-c:,:;; No. C15446 =-:i TUSTIN, CALIFORNIA, 92680 -It Exp. 3131197 * ()714) /.30--;:.6410 ,~,(-j C,' '~:,(~-'. '_ .. ,•<\,l/) ,f''-11[~;~1~1.\\,:;'l-~ ,--J~A=cK~P~.--=N=o~R~RI=s-------,.D~A"'"TE ~ , . v <O ~ cri co f'-CD ' v co~ DATE BY 2' G VJ 9 I-' VJ 32nd . ' - 11 ST. ,... V C ..._, ,1 ' 7. ,... V "7 .._; 1-z w :::, ::i z 0 2 _J _J w 3 APPROVED CONSTRUCTION NOTES REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 4" A.C. OVER 4• A.B. PER TYPICAL SECTION ON SHEET NO. 9. REMOVE AND CONSTRUCT VARIABLE HEIGHT CURB W/12" GUTTER MATCHING REMAINING CURB AND GUTTER SECTIONS TO BE JOINED. MATCH TOP OF CURB TO EXISTING SIDEWALK SURFACE. REMOVE AND CONSTRUCT ALLEY APPROACH TYPE "A" PER CITY STD. 142-L. W=1 O' R=6' REMOVE AND CONSTRUCT MODIFIED X-GUTTER PER CITY STD. 185-L AND DETAIL ON SHEET NO. 8 . ADJUST EXISTING VALVE COVER TO GRADE. REMOVE AND CONSTRUCT P.C.C. SIDEWALK PER CITY STD. 180-L. CONSTRUCT CURB ACCESS RAMP PER CITY STD. 181-L-A. AND DETAIL ON SHEET No. 8. REMOVE AND CONSTRUCT MODIFIED CURB AND GUTTER PER SID. 182-L (VARIABLE HEIGHT CURB W/24" GUTTER. MATCH TOP OF CURB TO EXISTING SIDEWALK SURFACE.) PROTECT EXISTING IMPROVEMENT IN PLACE. (TYPE SHOWN ON PLAN) 'i. NOTE: EXISTING PAVEMENT SECTION FOR LAKE AVENUE IS 3• A.C OVER 4• A.B. ,• 20' R/W i.-----14' 6' ·----· .. ◄··--lo I◄-------{ 1 f------.., EXISTING C&G OR /2) (NEW C&G TO MATCH EXl~G S.~.) \ \PROP, F.S. ---i---l.. \· ---=='-~7,:=/.t=/N==~~---l~ -----=-----~ ...... I n ...... --r-----_JJ" I --1-,_~--------:-----_J ~-TECT 1 • 1. 7% FROM HIGHER SIDE LAKE AVENUE TYPICAL 1 /2 SECTION NO SGALE MEASURE "M" C-2928 STREET RHEABILITATION PLANS PUBLIC WORKS DIRECTOR LAKE AVENUE FROM 34 TH ST. TO 32ND ST. R.E. NO. 12806 I,_ (,.I -'l? DESCRIPTION. APP'D. DESIGNED JPN DRAWN GOA CITY OF NEWPORT BEACH I R-5663-S >--~---+-------------~---+~~----+~~---, REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT lsHEET g OF 10 JPN 15 OCT. 1993 0113\322.DWG J.N. 01-13 1 6TH SCALE 1 "=20' NOTE: CONSTRUCTION NOTES AOjJST EXISTING VALVE COVER TO GRADE. ADJUST EXISTING MAHOLE FRAME AND COVER TO GRADE. EXISTIN IMPROVEMENTS TO BE RELOCATED At·JD OR ADcUSTED TO GRADE BY OTHERS ( TYPE SHOWN ON PLAN.) DISCONNECT EXISTING TRAFFlC SIGNAL LOOP DETECTOR IN PULLBOX PR!OR TO ANY A:\IACENT COLD PLANE, OR PAVEMENT REMOVAL OPERATIONS AND INSTALL NEW LOOP DETECTORS PER STRIPING PLAN. r,";') ADJUST EXISTING WELL !✓.ONUMENT COVER PER CITY STD. 116-l.. ~ REMOVE EXISTING A.C. PAVEMENT SECTION AND CONSTRUCT 11-1/2" FULL DEPTH A.C. PER TYPICAL SECTIONS,.HEElJ::ON. ,0_JR0If.<:T· EXISI!i::iS,·iMPROVEMENT·ir~ ·p~4\CE. (TYPE\.slfowfl·•~N PLAN) ,/ ® COLD PLAr-.iE: EX. r','\VtMENT TO A PEFTH Of I". \ ;;;,_( \ l9 \ /:RJ PLACE I" AC OVER.LAY. } \ = I " :--•c.,..............,/ ' ' ' ' J'-. )). ,,, ___ _,,.,1 ', ,, I' '. l\. '--.,. /''-" .. / ....,_ __ ....,.,/ '-.. .. ...._.j '-· , _____ ,,,,, .. , ... ___ ,.,., "'-•-~-"' .. __ / '<,..__,_,, '7 I' VARIES r- rPROP. F.S. \ \ VARIES FROM STA. 28+96 TO DOVER DRiVE ACCORDING TO CORE LOG DATA, EXISTING PAVEMENT CONSISTS OF 2-1/2" TO 3" A.C. OVER 5-1/2" TO 6" A.B. STREET BENCH MARK NBS 15 70 ~ ClJBYJ: DA TA !::,, = 14~20125" R = 1200.00 L = 300.34' T = 150.96' IN THE SOUTHEAST PART OF THE INTERSECTION OF DOVER DF<IVE AND 16TH • STREET; 88 FEET SOUTHEAST OF THE CENTERLINE OF DOVER, 31 FEET SOUTHWEST OF THE CENTERLINE OF 16TH, 88 FEET SOUTHEAST OF THE CENTER OF THE MEDIAN, 2 FEET SOUTHEAST OF A STREET L!GHf f'OLE . c .. , (NUMBER 1617), IN THE TOP OF THE NORTHEAST CORNER OF A,4:J3Y ,15. FOOT CONCRETE CATCH BASIN. , t , ' c ADJ. 1977 ELEV. 66.346 ) ;PROP. F,S, l : I FROM STA. 25+70 TO STA. 28+96 ill /.,..--., ~ f"' ··, / ' < I 18,5' I I / r:,J • ,, _,, FROM SEAGULL LAt1E TO STA. 25+ 70 16th STREET TYPICAL SECTIONS NO SCAI.E I r-···•-., r-, J' ""; ,:"""\ f'! 11 ! I I I i ! j D) I < I I ' ' ' i ( ' ' I I ' ' ' ' ' ' ' --\ ' \ : ' l i I ' ' ' I 1) I ,.) I ' ' ' i ' ' u , 7 ii l.~ .... ..,,,· ' f ,, .,,,, . __ ,_ - C-2928 ,APPROVED MEASURE "M" 1:;i;,-cFv ,.£ A_D_D_E;_D. __ C_D_i..._D_P_LA-fs_E_A_t~-D-'\--+-~' &) ci) }U, STREET RHEABILITA TION PLANS 1---+---+--;c-_o_v_t __ R._L_A_.Y __ 11_·r:._·M_0_"_. _____ r:'Al _ rusuc :~R~~-D;~;~;oR 16 TH STREET ~1 ·_:::;1-..:::.9 +.':'.Lf...::,V+LG~ld., ~R:::,EV,::l~SE:.:::D--..'.:'.:Dl::...:M.::.:EN:::_:0:::::10::::.:"::::.J --+I--+;;DA~TE.,:;.;--s=· =/=/-7'-f~-;:;;;f71== i FR OM SEA GU LL LN. TO DO VER DR. I • DES!GNED J·, '·' DRAWN •'DA1, CITY Qt", NEWPORT BEACH R-5663-S DATE BY DESCRIPTION APP D. ",, 0 1---~-~----R-E-\'1S-IO_N_S ------~-,.,c"',~°"ECccKE;c;;D---r,,-DA;-c;T,.-E ----; PUBLIC WORl<S DEPARTMENT JPN 15 OCT. 1993 i SHEET 10 OF 10 0113\324.DWG J.N. 01-13 : : • ' e; . .., .._, ,q "" 18' • ' l j .. .u \ ! /