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HomeMy WebLinkAboutH_5135_S113660 :r c..> BA.KER C 1------,i----==;.;;,_~-+~ <( w CD 15 I- (!) z I-z => :c: u.. 0 /:: c..> ~ ~ ~ > ~ m C • • ~ :i-__:":.J.1.-.!.A~D!!A M'..:_S ___ ..:_A.:_,V ,7. ~ •ORAN CE C:0.4,S T • ~ ~ , X • • 0 '< 0 • -m CITY OF COSTA MESA VICTORIA r, 19 TH . .. .. C C .: z .. ... C ... • 0 m -◄ X CO U EGE 1-----.'!1/, ORAhlC'.H st ~ ~ > -◄ f.4,IRCR 'NPO1ty At I, AC / Q_ INDICATES ~REA SHOWN ON LOCATION MAP IAY I --- 0 C ,. 'Ns1, C -....:::::_·'so,_<4 "' ... ~ -• ., ~ o_. \. ~ •>-, VICINITY MAP l/4 0 ¼ 1/2 l/4 1 --- -.... --GRAPHIC S(Alt IN MIUS SYMBOL LEGEND ... POWER POLE 0 MANHOLE "Cf FIRE HYDRANT a METER BOX --0--VALVE E-POWER POLE ANCHOR ij, MON UM ENT -x-x-FENCE BLOCK WALL c& TREE !;_,'-/'{:'}; /"-SHRUBBERY .41: A: .,;,: .4" ASPHALT PAVEMENT ~B BRICK WALK L.::::.~~J CONCRETE t ;;! ~-4/_.v'-'.:a BUILDING -----EX \STING CONSTRUCTION NEW CONSTRUCTION ---,t-CENTERLINE ----5-SEWER LINE ---~-w-WATER LINE --~-GAS LINE -€-POWER LINE -7El-TELEPHONE LINE -71'-CABLEVISION LINE -5P-SPRINKLER SYSTEM }1 STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS ~ NUMBERS NUMBER 634-0251 895-0221 611 644-3011 962-2411 CIT.Y OF IRVINE U C I COMCAST CABLEVISION COMMUNITY CABLEVISION 542-6222 after 6:oo 542-3975 720-4040 UNDERGROUND SERVICE ALERT 1·800·422· 4133 N I OF CITY NEWPORT PUBLIC WORKS BEACH DEPARTMENT LIDO PARK BULKHEAD REPLACEMENT CONTRACT NO. 2889 APPROVED BY -~..:;..:~~-~=· ..;.;;.;, ___,a::;:..._..;._JZL _____ _ PUBLIC WORKS DIRECTOR, RCE 12806 A t <1:,0/ L/Pa Pi'lRJ.< 0l2.IVI$= J C: 6'd/(..Q( A.JG 'I ..,__, A \ '-'OSJ'A MG4A ....... <.---r< ----< ---1 <J 'Z--.--I '-< <.---....-..r<..;;j-v~~ F~NCE \ \ \_ .. ..r··1...;_ __ EX. •. EK. GA,,!; I .. --,.C:.="'--s::----4 ii ·: ·_. • 111--!-- I PR'tlJECT S/TE- L c:?t:A' lltJN ;ti. 7:5. /NPEX 6'h'T/ 7/7'.L.£ .S#E'ET/ S/TE /'.t.,'IN SHT.Z P£"Nt>L.JT/OJ/ /"L/IN 1 t::;EN'ERAL. J.IC)TE5 .$HJ: 3 BtlL.KNE,tP PL.IIN', €L.E Y.47/.0N, ;tl,A/l) 5' EC" 7"" /.ON. .sr,4,vp,4,ep PeTAILS S .h't?)? IN~ f'L /1 N r:;'R /1 PI N(f r"U1 Iv BASIS OF BEARINGS BENCHMARK r, .. ---<I .. /V£W COP/Nti NEW 8i/Lk'fl£4t1 Pr?N'E!. /VE/fl A'N'Ch'OR' R'cJ/?---' 6"/TE PL/IN ,_, . NEW PL..A N7.!?.Je 'f .:;, ,e;,~1µ.A-t-1{. "-. C2889 s z :t C 6 ;TI ~ ~ ~ ~ r· ,- ·~ ~ ~ , , [; ~ it l .0 :i1 ,.. ~ '" z C ;;;: rn m :0 0 ::;J ~ < z 0 z C :s;: rn m JJ Pc....-, __ _ ! I I • I Si (J " "' ,. -Ji l)l .., "' ' :c I V1 ·-~ CJ, I (/1 [I] m JJ ~L------' 0 JJ ~ z G1 PEMtJL I TION <_... <'.'.'.> c;, .PL.r1N ~ i/M/15 <Jr EX/5'7711,:f Btltl<IIE.1'/J i cY/'tlltf t'EMcJ/1,IL MW DEMOLITION NOTES contractor to remove in the Construction Area: A) Sidewalks and retaining wall around park B) Oval planter C) Plant material as required D) TWo palm trees, save for replanting E) Existing concrete deadmen where they interfere with new construction DIETERICH POST FIEORDEA N0.145720 REMcJJ/E £){/ST. P-4LM TREEf7. 5,4L 1#'4£ d.Vl? :,'Tf.PRE rdR RE?Ll'lNTl/11,:f ,4FTE.R' Ct1.Ml"LE'Tlc7N t:7,F Nf.P,RK NEW BtJLKh'E4.P { CO?INCi- ... ...... ...... NEW a;JN'C £?E4PM-4N' 4,.;p A#C';,e:>R R'CJl? NEW SI.OEt.lllt.l<-7 PL-AN-reR . , .. "I.::,, •• ' • I . . I I,,( ill, I L_ -------' BACKFILL GEOFABRIC ALTERNATIVES SHEET PILE BACKFILL SHALL BE CLEAN SAND DENSIFIED TO 90% RELATIVE COMPACTION. ALI, AREAS TO RECEIVE FILL SHALL BE APPROVED BY TIil! ENGINEER PRIOR TO FILL PLACEMENT. FILL SHALL BE PLACED IN LIF:l:S NM TO EXCEED 8 INCHES BEFORE COMPACTION. COMPACTION SHALL BE INSPECTED BY THE ENGINEER, ALL FILLS SHALL BE TESTED, INSPECTED AND APPROVED BY THE ENGINEER. GEOFABRIC (FILTER CLOTH) SHALL BE "POLY-FILTER -X" AS MANUFACTURED BY: CARTHAGE MILLS, INC. CINCINNATI, OHIO OR MIRAFI 700-X AS MAN11FACTURED BY: MIRAFI, INC. CHARLOTTE, N.C. SUBMIT ALTERNATIVES TO ENGINEER FOR APPROVAL AT LEAST ONE MONTH IN ADVANCE OF NEED FOR CONSTRUCTION. SHEET PILE MATERIAL TO BE ASTM AJ28 STEEL. SHEET PILE SHAPE TO BE PZ27 BY BETHLEHEM OR EQUAL. -------6'.-_:t~--- • ____ ___:-7-+-\ - ------J-----ll~ E;,'IST//1/t:i BtJAT P?'CK . Fllv'ISf/Gl) .5'ANDLl,UG CON T6 Ure_ 5 ··-·-- -" --~' --___ .,,,.,. / / CONTtJt/R MrlP -7?/Cfl,4l"Jl k'. 5/lcJt;R'E'/1/ ejA'RP.E,V 4RCJVE, CA (71-1-) 636" -lt5ZCJ /b,REJIIS£P PER fl.#/\/ Ch'.ECk' If.? DATE BY DESCRIPTION REVISIONS GENERAL NOTES & SPECIFICATIONS OWNER BULKHEAD ENGINEERS SOILS ENGINEER PROJECT DATUM DIMENSIONS PROTECTION OF EXISTING FACILITIES INSPECTION & TESTING S:l:ANDl\Rll SPECIFICA:l:IONS CONCRETE (CAST IN PLACE) CONCRETE (PRECAST) CONCRETE CURING CONCRETE TESTS REINFORCEMENT ANCHOR ROD CITY OP' NEWPORT BEACB DEPARTMENT 01!' PUBLIC WORKS 3300 NEWPORT BLVD. NEWPORT BEACH CA 92658-8915 RICHARD K. SHOGREN & ASSOCIATES 12755 BROOKIIURST ST., STE. 203 Gl\RDEN GROVE, CA 92641 (714) 636-1620 E, DOUGLAS SCHWANTES, JR. 16861 EDGEWATER LAlll! HUNTING"rON BEACH, CA 92649-3006 (714) 846-2602 ALL ELEVATIONS SHOWN ARE BASED ON IIEAN LOWER LOW WATER (HLLW) • 0,00. MEAN SEA LEVEL (MSL) • +2.73 FT. (HLLW) DIMENSIONS SHOWN ON THE PLANS ARE APPROXIMATE AND INTENDED TO SHOW THE SCOPE OF THE WORK. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IN TIil! FIELD, CONTRACTOR SHALL EXERCISE CAUTION TO ASSURE THAT NEIGHBORING STRUCTURES AND EXISTING FACILITIES ARE PRMECTED l!'RO!! DAMAGE DURING CONS:1:RUCTION. DAMAGES SHALL BE REPAIRED Br CONTRACTOR TO OWNER'S SATISFACTION A:!: NO COST TO OWNER. INSPECTION DURING CONSTRUCTION SHALL BE BY CI:rr·s FIELD ENGINEER AND THE ENGINEER, ADEQUATE RECORDS OF ALL TESTS AND INSPECTIONS SHALL BE PROMP:rLr FURNISHED TO THE ENGINEER. FINAL INSPECTION AND APPROVAL WILL BE MADE BY THE ENGINEER. THE ENGINEER SHALL INSPECT THE DEADKAN EXCAVATION AND APPROVE IT PRIOR TO PLACEMENT OF STEEL OR CONCRETE. DRIVING OF ALL SHEET PILES SHALL BE WITNESSED BY THE ENGINEER, WHO SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO DRIVING. ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF •STANDARD SPECIFICATIONS FOR PUBLIC WORXS CONSTRUCTION• ("GREEN BOOK"), 1991 EDITION OR LATER, EXCEPT AS NOTED BELOW. CONFLICTS WILL BE RESOLVED BY THE ENGINEER. MATERIALS STRUCTURAL CONCRETE SHALL BE NORMlµ. WEIGHT, CONFORNING TO THE FOLLOWING MINIMUM REQUIREMENTS. o 6 1/2 SACKS TYPE II (MODIFIED) PORTLAND CEMENT PER CU. YD, WATER/CEMENT RATIO SHALL NOT EXCEED 0.45. o COARSE AGGREGATE SHALL BE l • MAX. & GRAD ING UNIFORMLY TO #4 APPROXIMATELY 1800 -1900 Per. UP TO 400 PCY PEA GRAVEL MAY BE ADDED TO IMPROVE WORXABILITY. o FINE AGGREGATE (<#4) BUT NM MORE THAN S\ PASSING #100 1100 -1200 PCY. o SLUMP SHALL NOT EXCEED 3" MAX. o WATER-REDUCING ADMIXTURES MAY BE USED TO PROVIDE A MORE WORXABLE MIX. CALCIUM CHLORIDE SHALL NM BE USED FOR ANY REASON. o MINIMUM 28-DAY COMPRESSIVE STRENG:l:H: 4500 PSI . ACTUAL MIX SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. AS ABOVE, EXCEPT f'c = 6500 PSI. CASTING YARD SHALL BE APPROVED BY TBE ENGINEER. CONCRE:l:E SHALL ACBIEVE MINIMUM STRENGTHS OF 2500 PSI BEFORE FORKS MAY BE REMOVED OR LOADS TRANSFERRED. ALL CONCRE:l:E SURFACES EXPOSED TO AIR SHALL BE COVERED WITH SHEET PLASTIC FOR A PERIOD OF NM LESS THAN FOUR:1:EEN (14) DAYS. (CONSULT ENGINEER FOR SPECIFICS). STANDARD CYLINDER TESTS SHALL BE CONDUCTED AT 7 & 28 DAYS, FOR ALL CONCRETE PLACED. EACB TRUCKLOAD SHALL HAVE A MINIMUM OF 3 CYLINDERS PREPARED, TWO OP WHICH WILL BE HELD FOR THE 28-DAY TES:!:. TEST LABORATORY SHALL PROMPTLY NOTIFY ENGINEER OF ALL TEST RESULTS. CONFORM TO ASTM A-615 GRADE 60, BARS SHALL BE HOT-DIP GALVANIZED OR EPOXY-COATED, ALL SPLICES SHALL BE LAPPED A MINIMUM OF 36 DIAMETERS AND SECURELY TIED. HIGH STRENGTH STEEL CONFORNING TO AST!! A-722, GRADE 15D TYPE II, CONTINUOUSLY THREADED RODS SHALL BE AS MANUFACTURED BY: OSI USA, INC. (DYWIDAG) 2154 SOUTH STREET LONG BEACH, CA 90805 OR WILLIAMS FORN ENGINEERING CORP. 9695 DISTRIBD:rION AVENUE SAN DIEGO, CA 92121 RODS TO BE HOT-DIP GALVANIZED PER AST!! A-123, 2 oz. PER SQ. FT. (KIN), AND SUPPLIED WITH HEAT-SBRINK POLYETHYLENE SLEEVES APPLIED BY ROD MFR. OR BY: PLEXCO EX:rRUDED COATINGS 10661 ETIWllNDA FONTANA, CA ANCBOR ROD HARDWARE, INCLUDING BEARING PLATES, NOTS AND COUPLERS, SHALL BE AS FURNISHED BY ROD MFR. AND HM-DIP GALVANIZED PER ASTM A-123, A-153, A-384, AND A-385, AS APPLICABLE. 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TO C/T.Y O.F NEW.PORT BE,.qCh' ,FO..f' /21PPRO//A'L PRIOR TCJ ?M'BR/C/217/0N // 1/, ·• 5EC7lc:JN M r7 T ER 1/'?L £ ?EC : h'AICHO.R' R0/7 SPLICE' 3 ?YC ?I?£ CtJt.lPLER S?Z.ICE 3 3 AL/1/'M. h'iLtJY t,,:7,5'3 -T5 c ''yf 6CII 40 PVC:: P/PE .SLEEJ/E D1ETER1CH POST REORDER N0.145720 BONJJ J1/l77-/ SIL JC'()NE COMPLETELY FILL .4N/JOl.tJ.5 WIT/-/ ..5/L/c!tJNc $€.4L4NT ( Jc:JINT TcJ BE W,4TER T/~HT I II ¢ ,4;vO/d,F- KtJO 10:" f3' $:::'// ,ft{) ?Ve' P/PE $Lc:£VE' POVBLE-W/:Af" W!Tf/ POLYETIIYL.ENEOK ?Ve' l?l?E, Lr1? 5'd% PE77l/L 7 NT.S. ft /2 /?EMIL LO 721Nt:;V£ A'NP - q'R.::?C:, VE Al. T.5. ,F,4C£ ClF FtJ~M ( r?N::lltJR AltlT {' NcJT Cc:JUfl.lNq A/L/T) r-------2~0-'----- :,,, TR'llf Td In .. •• '. . .. , .. ' • ' 11'. • . ' q_ ' . /JEMIL ,,q,47£ 1 Nt.lT ' M,/? o REYlf'Efl ,PE,.P FL/?,\/ t'IIEC/2' q/lRPt:N (iR'OVE, t:A. (714) 636-ltfcO DESCRIPTION . REVISIONS APP'D, /VOTES : /. FtJR 4eNER'llL. NtJTE.5 5£E 5RT Z c. ;4L!. ElEJ/#l?0!/5 51,tJW.,V 4R'E 8!15EJ7 Cl.A.I ME4N LOWER LOW W.4TEJ:' i'ML!.W) APPROVED PUBLIC WORKS DIRECTOR R.E. NO. /2.f~I DATE /1..-I -t- DESIGNEO _,, DRAWN . /I.,,. M. P. CHECKED DATE Llt?tJ ?h'K'K ScAW'4LL 271/ /64-Z 57llNPARP PEY/Lf CITY OF NEWPORT BEACH II-513 5-?' PUBLIC WORKS DEPARTMENT SHEET 4-OF 6 J • I . i I :c: i en -tN t/1 I CJ" DIETERICH POST REORDER N'O.1457:20 /VE JJI BI/L K /IE/l P J A',,V.P CO.Pl .NL? _j /,JEW SHeEr PILE' COr/-l!R'/lA'M S 2-ZZ2 it 3CJ ~CJ"/ tJJl(i 11J 8E PRIV.EN TO l=L. -z1.o Oft"'" ,':"E,Ft/5-4!. ('TYP.) RET?'?N ENP5 TO EXIST Wr1LL 7 4'-0" /'!IN .FROM EN.Oo,F E?i. WIN; Jt/!?LL T.O.?. .,..;J_ tJ Ct) ¾ Ct.IT -$LtJT IN ,iTEEL 5/IEET PILE J'ZJ? ,4AICh'tJR ROP INS mLL,47/olV' CI/T TO E£. -r7.'5 OR 2 1-6" BELOW /7 JV I 7' /IE J7 6tf'/IJ7 E BErCJ?E 4.R'l'?P/Nq __,..--J(ETV/?'N c:Jr :i/lEE7 ?!LE CZ7,FreK'.O/lM TEK'Ml!-1/ITE ,8tJTTOM Or 9JIEE7 PILE RT WP Or PILE CAP WEST LIPO C/1/fl#NEL 8.0P El.. -Zl.0 t1,,t" -<'EFtl$',4L 4 , ,, -0 MIN. (T7?.) 5ECTICJN N.T.S. ·,-----~ ' f,, !tr.: ~/,') 111::::: k ~. ' T.O C'. EL -r9. 0 EXC/1J//?7E 50/L BET/JIEEN STEEL S#EET PILE 5h'OK'IN6i ,4NP EXIST BI/LKHe:4D, ,4,v'O S7i1Cl<PILE ;'iJ,,P U~E ,4fl 8/ICl<rlLL /lrTEK IN57??LL/IT/C)/,/ c:J,.F /\/Ehl BtlL)(/1£,40 W/?LL NEN 5h'.£E7' PILE CcJFrERP,qM ;,'Z -ecc x 30 '-0 "LON,:i l"L-1#5 l"REl",1,e'EP BY .- Nt:JTES: /. FOR c,ENE/'/!L ;o/OTE5 SEE 5//T Z 2. .4!L ELE/½177tJ/v'5' 5h'tJWAI ,4):'E 8.45£17 cJN ME/IN LOWER LOW fV4TER cMLLW) APPROVED RIC fir! RI? K. 51-itJCiREN 'I ,4.f'f«. 1------1--+---,,----------+--I a f2 ~ CiA'R/7EN (jR'CJVE, CA gzt:4tJ li'EY/i'E/J f'cR nn";V C.¥Et'k PUBLIC wo'i:'.i. ~~RfiJ$~ ('714-) 636-/,5'ZO •l,,,.,J,,z /--1.P. /SSIIEP JV? P£K'MIT DATE /2..-- DATE BY DESCRIPTION APP'D. DESIGNED#. .5:' DRAWN#.?, REVISIONS CHECKED DATE C-Z88~ ~I-IOR'ING ?L/lN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ,1/-513§-~ SHEET 5 OF 6 ';; A,_ fE C: :c ' en -(N 01 I (./, ________________________________________ .;__ _______________________ 7 9.oi:1 r.ac .. ' . . . ,. ' t:;:i ,, ~ -' 'o 'I ~ J,t'EST L/J?tJ Ch'#N#EL'. a Ci\ ,, " ' ' ~ ,I I' ' 9.00 rcJK' NEh/ G'R'r?..PEP Cl., :i:: ' ~ I( (; <:, "' '\j ~ "' ~ <:,, .,.; Cct..V TC7C/RS /N' T/1/S t,.~ "'1.R EA SEE c?:J,v TC7b',P ,jf M.4P ,S;i,/EE7" e. Q~"' ~~~ ~C\ t\• DIETERICH POST REORDER NO. 145720 /'A"• ., ·v 5.% - 5% .. Z/ PALM T,Rt=G ~ l(R r'7 ---i------,.. ~ I 90° IVE.W Cc7Alt' PEAP.MRAI "1NP A'NC"h'c7-<_i' J"'dP {T7?.) I / / . . ' . . . . . LEFT 27 , " ,9-0 H.P. F. s. N. G. T.O.C. (8.39) 15.67 T.O.W. T.O.P. R.(R LEGEND /+OtJ Hl411 ?aJN'T Finished Surface Natural Grade Top of Coping Existing Elevation New Elevation Top of Wall Top of Planter REMOV£(/?EPLAt!.tE 7tJ,P d,F a:713/Al,1 .EL. 5cE &/t~IIEt'lP P.L,4N f?"/1£E7 .f$ . t. . . .. ' . PE71?1L T-C). ,P. EL. /4. 70 5'7?JJ7..-?RJ? <5,,;,5,,g C/'lt/ /~tJCJ ?5/ e Z8 J?,4!'5 W/T# Cf,{'/2'.Y 5T?'c'C'c71 .5"#oc7T# T.,f'cJ#EL. .F/#611 I~ . . . . z'-o" • •. f , . .• ..• . ·. CITY OF NEWPORT BEACH -BUILDING DEPARTMENT GENERAL GRADING SPECIFICATIONS CENEBN, l. All work ahall conform to Chapter 15 of the Newport Beach Municipal Code (NBMC), and the project soils report. 2. Dust shall be controlled by watering and/or dust palliative. 3. Sanitary faeilitiea must be maintained on the aite during the conatruetion period. 4. Work hours are limited from 7:00 AM to 6:30 PK MONDAY through FRIDAY; 8:00 AM to 6:00 PM SATURDAYS; and NO WORK ON SUNDAYS AND HOLIDAYS per Seetion 10-28 of the NBKC. S. Noiae, excavation, delivery and removal shall be controlled per Section 10-28 of the NBMC. 6. The stamped eet of approved plans shall be on the job eite at all times. 7. Permittee and Contractor are responsible for locating and protecting utilities. 8. Approved drainage provisions and protective measures must be used to protect adjoining properties during the grading operation. 9. Haul routes for import or export of materials shall be approved by the City Traffic Engineer and procedures shall conform with Chapter 15 of the NBMC. 10. Positive drainage shall be maintained away from all building and slope areas. ll. All plastic drainage pipe shall consist of PVC or ABS plastic and either ASTM 27S1, ASTM D1527, ASTM D2034, or ASTM D1785. EROSION CONTROL 1. Temporary erosion control plane are required from October 1S to May 15. 2. Erosion control devices shall be available on site between October 15 and May 15. 3. Between October 15 and Kay 15, erosion control measures shall be in plaee at the end of each working day whenever the five-day probability of rain exceeds 30 percent. During the remainder of the year, they shall be in place at the end of the working day whenever the daily rainfall probability exceeds 50 percent. ffi , ' g'¢ C,,fgT /,c'ON' #RB /JRA'IIV A· 3?8--1-N/7J/ J--~ ,, ,BR',,,Pfi'~ TcJ,P ,BY .4LH"9MBK',4 ,rcJb'NPR'.Y C'CJ. ,t:T/7. //4-7 MEl<ll?JAN ,'?//E.; ,4L#4MB!f'/1., C/7., C3/6'tJZ Ph'CJNE. c8J8) 289 -42':}¢ REQUIRED INSPECTIONS 1. 2. A pre-'?'rading meeting shall be scheduled 48 hours prior to start of grading with the following people present: Grading Contractor, Engineer or their repreaentativea. Required field inspections will be outlined at the meeting. A pre-paving meeting shall be scheduled 48 hours prior to start of the sub-grade preparation for the paving with the fdllowing people present: Paving contractor, Engineer or their representatives. Required field inspections will be outlined at the meeting. GRADING FILLS/CUTS 1. Graded slope■ shall be no steeper than 2 horizontal to 1 vertical. 2. Fill slopes shall be compacted to no leas than 90 percent relative compaction out to the finished aurface. 3. All fill• •hal1 be compacted throughout to a minimum af 90 percent relative cOfflpaction a■ determined by ASTM teat method 1557, and approved'by the aoil• ■ngin-r. compaction teat■ •hall be performed approximately every two feet in vertical height and of ■ufficient quantity to attest to the overall comp4ction effort applied to the fill areas. 4. Areas to receive fill shall be cleared of all veqctation and debris, scarified and approved by the Engineer prior to placing of the fill. 5. 6. 7. a. Fills shall be keyed or benched into competent material. All existing fills shall be approved by the Engineer or removed before any additional fills are added. The stockpiling of excess material shall be approved by the Engineer. Landscaping of all slopes and pads shall be in accordance with Chapter 15 of the NBKC. 0 STATION COORDINATE ELEVATION NOTES 1 0+05 1.5 RT 23.24 F.S. SIDEWALK 2 0+16.5 7• RT 22.61 F.S. SIDEWALK 3 0+23 3• LT 21.63 F.S. SIDEWALK 4 0+24.5 5' RT 21. 71 F.S. SIDEWALK 5 0+36 4' LT 20.14 F.S. SIDEWALK 6 0+36 2' RT 20.23 F.S . SIDEWALK 7 0+49 4• LT 18.33 F.S. SIDEWALK 8 0+48.S 2 '-6" RT 18.37 F.S. SIDEWALK ' 9 0+62 2• LT 16.84 F.S. SIDEl<ALK 10 0+60.5 3' RT 16.93 F.S. SIDEWALK 11 0+73.5 l"-6" LT 15.57 F.S. SIDEWALK 12 0+73.0 4' RT 15.67 F.S. SIDEl<ALK r/EL/l /JKIL.L tl/R't/ 511t:E7 r?L.E (!J l?!.4t'E:5') NEAi ltJ" 5/IEET ?/LE 13 14 15 0+86 0+86 0+94 4' LT 4.5' RT 7.5' RT 14.46 F.S. SIDEWALK 14.76 F.S, SIDEl<ALK 13.94 l'.S, SIDEWALK " #3 CtJ;VT ' ~ .. ,, • ...... . . • • q .• .I l'ZA'/./5 ?J?E?.4R'E/J BY: /flCH/?R'tJ K. 511<1t$REN r /If'~«. ,, II I .,. 1'-~ c;#?PEN c,ROYE, c',,1. 16 17 18 19 20 21 22 23 24 25 26 27 28 0+98 10' LT 13.01 F.S. SIDEWALK 0+98 3' RT 13.86 F.S. SIDEWALK AT BASE OF PLANTER 1+03 39• RT 13.91 F.S. SIDEWALK 1+04 21' LT 10.58 F.S. SIDEWALK . 1+07 0' LT/RT 13.44 F.S. SIDEWALK AT BASE OF PLANTER 1+08 16.5' RT 13.86 F.S. SIDEWALK 1+09 7' LT 12.69 F.S. SIDEWALK AT BASE OF PLANTER 1+10 4, RT 13.26 F.S. SIDEWALK 1+02 5' LT 13.27 F.S. SIDEWALK AT BASE OF PLANTER 1+13. 5 11' LT 12.23 F.S. SIDEWALK 1+14 20• LT I0-73 r.s. SIDEWALK 1+15.S 0' LT/RT 13.21 F,S, SIDEl<ALK 1+16.5 ?.5' LT 12.70 F.S. SIDEWALK NCJT£S, I. r.:i/4" (il:N£Rl?L AIOT£S Sc£ SNT. z c. /?Ll El.€V,4TIO,v!l Sh't1WN ,l/,f'£ 8.4SEOcJAI M£,-:JN LOWeR' LOW WATER ( MLLW) APPROVED LIPtJ l'Atf'K SE#W/lfLL 847~ HP ill R'E//l5EP ff,P r2A'K e'HEC'k' ta. tfl_ P,,{..., i.:..::.~q_:_f>l.:.. __ p-+!::::,Oe......~-~-'/1-:7f:._b_°t? __ ~-~-;{'-~-~-,,f,-W_(!_~_l!'l_c,-:if:-:i---j PUBLIC WORKt DIR.Lj_,.°'cT,_R __ Cifi'/IJJ/N~ ?Lt4N r?NP NOTE!> 0/M/,z Ml? /551/&P r-4<' ,PcRMIT ,f"E7/IIN/Ntf W,4L'.L. t: 71"1-) 6' 3£ -16' ca DATE BY DESCRIPTION APP'D. DESIGNED J/. s DRAWN /1_ P, CITY OF NEWPORT BEACH /-1-5/37-~ SHEET I( DF6 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT c:. ·. 0 ~~ "-' s g: s ;;; ;., :z !" i • "" ,,: ... ... t. " :J: I 01 -•v,1 VI • (I, 0 JJ ~ z Gl