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HomeMy WebLinkAboutR_5804_SGENERAL MO T!F.S 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSEO CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. SEWER MANHOLES SHAU BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IN PLACE. 9. STATIONS SHOWN THUS ( 0~00) ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHE STATIONS. 10. SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 11. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK (949-644-3311 ). THE PUBLIC WORKS DEPARTMENTS INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 12. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYS)I'M: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OF EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATl:S THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 13. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 12 ABOVE FROM CAL/OSHA. 14. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. 15. ALL CONCRETE SHALL BE 560-C-3250. 16. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. 17. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 18. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH-UTILITIES 48 HOURS PRIOR TO INSTALLATION OF ANY SEWER AND WATER FAG/LT/ES (949-644-3011, MR. PETE ANTISTA OR ED BURT). APPROVAL OF ALL SEWER AND WATER MATERIALS SHALL BE OBTAINED FROM PETE ANTISTA OR ED BURT PRIOR TO INSTALLA770NS. (SHOP DRAWING REVIEW). &__).9~ llJlilil~IES MANAIGIER 19. STRIPING SHALL CONFORM TO PROVISIONS AS STATED IN THE CURRENT EDITION OF STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. 20. THE PUBLIC WORKS DEPARTMENT WILL GIVE A FINAL RELEASE WHEN THE FOLLOWING HAS BEEN APPROVED: A). DESIGN CIVIL ENGINEER'S CERTIFICATION OF LINE AND GRADE, 8). SOILS ENGINEER'S REPORT, IOAllE tf"-1 fo~O I t~CIE 25553 IOA llE PRIVl,l TIE ENGBNIEERS NOTICE TO CONTRACTOR(S} 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF NEWPORT BEACH DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCA T/ON OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAf<E ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT SHOWN ON THESE PLANS. 2. THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND DAVID W. GRAVES, P.E. DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREP- ANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL ADHERE TO REGULATIONS REGARDING THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE NO. 403. 3. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER. 4. UNAUTHORIZED CHANGES & USES: RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF NEWPORT BEACH. 5. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY, CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABLITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNERGROUND SER~CE ALERT CALL: TOLL FREE NOTICE TO CONTRACTORS PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: HAMIL TON STREET NO. 1 2 .3 4 5 6 7 8 VICTORIA STREIT s::i cl VICINITY MAP INDEJ( TO SHEETS SHEET TITLE TITLE SHEET PLAN AND PROFILE -CLAY STREET STA. 7+00 TO 1.3+00 PLAN AND PROFILE -CLAY STREET STA. 13+00 TO 15+00 Pl.AN AND PROFILE -BOLSA AVENUE CROSS SECTIONS -CLAY STREET STA. 7+50 TO 11 +25 CROSS SECTIONS -CLAY STREET STA. 11+50 TO 14+25 CROSS SECTIONS -BOLSA AVENUE CROSS SECTIONS -BOLSA AVENUE & ORANGE AVENUE EfljjERGENCY TELEPHONE t\iUJl'JBERS C). PUBLIC WORKS DEPARTMENT'S FIELD INSPECTION (IF NECESSARY, THE PAVEMENT SHALL BE WATER TESTED TO VERIFY PROPER DRAINAGE). 1-800 422-4133 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. NUMBER ______ _ 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 SERVICE ALERT BENCHMARK: NB 4-36-74 ELEVATION: 64.775' ADJ. 1976 NUMBERS (949) 634-0251 (949) 895-0221 611 (949) 644-3011 (949) 962-2411 (949) 542-6222, AFTER 6:00 PM (949) 542-3975 (949) 720-4040 (800) 422-4133 BASIS OF BEARINGS: SOILS ENGINEER: CIYV OIF NIE,HfPORT ~IEACM THIS PLAN JS SIGNED BY TH£ CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. AP;:>,101/F.D J"-,,~ -o- PUBLIC WORKS DEPT. DATE TWO WORKING DAYS BEFORE YOU DIG 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. NUMBER FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST 1WO (2) WORKING DAYS PRIOR TO COMMENCING EXCAVATION. ROFESS~ '\IILBU,'i' ;::;-"' ~ c::, No. 42181 -I< EXP. 3-31-0 C/V\\. OF C~\.\ PLANS PREPARED BY, APPROVED: TITLE SHEET DAVID w. GRA ViES, P.E. 1------+--+------------+----1 "1-JJvt/. 2.-.. ,_ STREET 1r.~PROVEr.~errr J>LANS FOR 7 SANTA VICTORIA AISLE 1----1----1---------------+-----l utn.rl~GINEa CLAY STIRIEIET AINID IRVINE, CA 926D6-8831 1949) 653-5719 R.C.E. NO. '\-"'?..I'\-BOlSA /ii,. VIEINIIIJIE N j (J_ Jl---8{8{o1 ::::::::::::::::::::::::::::::::::::l..'.~'.'.'.;s.'..'.~::...:NE=D=o.=:=~-1 ::::"'::;:· 0 =D~::::w=N=o.=w.=G.:....I--C-IT_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H~-({-_-5_@_0_~-. -_-5-ll DAVID W. GRAVES, R.C.E. NO. 42181 DATE 1-'D~A~T'_"'E:1.__~B_'_Y_L ___ _':'D'.=E~S~C~Rl'.'.:P_'_T~IO~N'__ ____ .L~A~PP'.::.-fcciH<eECICK<EEDD--l□.DAUJEE ----i MY REGISTRATION EXPIRES 3-31-04 REVISIONS O.IV.G. JULY, 2001 PUBLIC WORKS DEPARTMENT SHEEr 1 OF 8 "=============~-=====~-~===, =========:!=:==========!=:==============:!!,,:===============!a=======::!:==============!=====================================!=============================1 -+-. o r "' \ Pr/Ol"ILE SCALE HORIZ. 1• 20' VERT. 1• 2' -r--_..., .) -.........-- +-- CONSTRUCTION NOTES 0 REMOVE EXISTING PCC CURB AND GUTTER. 0 CONSTRUCT li'PE • A" PCC CURB AND GUTTER (6" CF) PER CNB sm-182-,L G) REMOVE EXISTING PCC SIDEWALK. 0 CONSTRUCT 4• THICK PCC SIDEWALK PER CNB sm-180-L ® REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER PER CNB sm-185-L © REMOVE EXISTING DRIVEWAY APPROACH. (j) CONSTRUCT CURB ACCESS RAMP CASE ·c· PER CNB sm-181-L © SAY/CUT AND REMOVE EXISTING BASE AND PAVEMENT, ANO PLACE 6" THICK CRUSHED AGGREGATE BASE. PLACE 2 1/2" THICK li'PE III-B2-AR4000 AC BASE COURSE, AND 1 1/2" THICK li'PE III-C3-4000 AC FINISH COURSE 0 ADJUST EXISTING SSMH FRAME ANO COVER TO GRADE. -. :ij @ GRIND EXISTING ASPHALT 0.1' AND CAP rnTH VARIABLE THICKNESS AC CAP ( 1 1;2· MIN.) li'PE III-C3-4000 AC FINISH COURSE. @ CONSTRUCT MODIFIED RESIDENTIAL DRIVEWAY APPROACH li'PE II, CNB sm-163-L @) CONSTRUCT 4" THICK CONCRETE DRIVEWAY OVER 4" A.B. @ CONSTRUCT TEMPORARY AC TRANSITION PAVEMENT -THICKNESS VARIES. ffi BENCHMARK: NB 4-36-74 EL 64.775' 1976 ADJ --1---+ t - ~ COTY Of t'\11Et~0~7i" 18llEACC-O T/-/IS PLAN IS SIGNED BY Tl-IE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TD CITY STANDARDS AND REQUIREMENTS ONLY. Tl-/£ CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPnONS AND ACCURACY. A1=.:..ior..:1> /7,J ~ f-1,:;; -•/ PUBLIC RKSDEPT. DATE II) + ~ ffi - ~ ,-- , ... PLAtJS PREPARED BY: DA V'ID \."J. GlRA VES, P.E. 7 SAHT A VICTORIA AISLE l:t~:::::, CA 92603 (940) 853.5719 o~l.~~k 1~\;,~/oD~TE MY REGISTRATION EXPIRES 3-31-04 --'-------' . ~i -ffi -- - 'll'll❖OO 'll'll-:-SO APPROVED: ~4---l-----+---1-----1----------------+---< :1 UTILITIES EllGINEER R.C.E. IJO. Af;/,/ 4- 1 11/24/01 DWG AS-BUILT INFO. PER CNB SURVEY CREW. c./, -,,.1 t-----t--~~t----t---------------+----1 DATE-~"'~---- NO. DATE BY DESCRIPTION APP. REVISIONS DESIGNED: DATE D.W.C. JULY. 2001 -t- ~ 20· 15• 10· 5• o· 20· 13+00 I 1\1 I I I -+ ffll= 40' GRAPHIC SCALE: 1"=20' PLAtJ AND PROFILE 01' STREET 1r.lPROVEr.lENTS FOR Clb\ V S"ii"~IEIE"ii" $11" Pl.. 1 ❖00.00 11"0 'il~❖00.00 R.5004-~ SHEET 2 OF ~ f \'Q \}i) 0 C/l :., ~ I! ,--. t-- j--+--------. ,-., -------------------------------'?< CONSTRUCTION NOTES G) REMOVE EXISTING PCC CURB AND GUTTER. 0 CONSTRUCT lYPE "A" PCC CURB AND GUffiR (6" CF) PER CNB STD-182-L 0 REMOVE EXISTING PCC SIDEWALK. ·' © CONSTRUCT 4" TIHICK PCC SIDEWALK PER CNS STD-180-L ® REMOVE EXISTING AND CONSTRUCT PCC CROSS GUffiR PER CNS STD-185-L ® REMOVE EXISTING DRIVEWAY APPROACH. 0 CONSTRUCT CURB ACCESS RAMP CASE "C" PER CNB STD-181-L © SAWCUT AND REMOVE EXISTING BASE AND PAVEMENT, AND PLACE 6" TIHICK CRUSHED AGGREGATE BASE. PLACE 2 1/2" TIHICK lYPE. lll-82-AR4000 AC BASE COURSE, AND 1 1/2" TIHICK lYPE III-C3-4000 AC FINISH COURSE 0 ADJUST EXISTING SSMH FRAME AND COVER TO GRADE. @ GRIND EXISTING ASPHALT 0.1' AND CAP \~TIH VARIABLE TIHICKNESS AC CAP ( 1 1/2" MIN.) lYPE III-C3-4000 AC FINISH COURS @ CONSTRUCT MODIFIED RESIDENTIAL DRIVEWAY APPROACH lYPE II, CNB STD-163-L BENCHMARK: - - ~ -. 2 J ' .. . P30Flll= SCALE HORIZ. 1' 20' VERT. 1' 4' ggg -· .. ' 20' 15' 10' 5' O' 20' 40' GRAPHIC SCALE: 1' =20' NB 4-36-74 EL 64.775' 1976 ADJ THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPnONS AND ACCURACY. ' ,.I.! .J----.-- Pa-:-00 3214 EXISTING SIDEWALK 13+00 EX. C.M.S.D. ' - ~ 15 .. -t + i 3208 ~-0, : · !! ~ ~ ,.,_ - '£!,<]-:,()() b OJ "' - -~ • i .. ' ~-~-~. ;: .. :- \\'\'\ ' ~ \,_ \<+ A '·.\ ,· /. ,e__, "\ '\_ \'?'$, ~ \ 19 ' \ ~ '· \, ~ P;JOFflE SCALE HORIZ. 1' 20' VERT. 1' 2' -t---+-------.J -------+ -i--+-- \ ~ s)oq 15 .t/3.74 \\,,:\ '\ "SSMH ~====~~~==-==~~~~~~=======~ EX. 6" ACP '\ ! ,, I I I I\ I l\l i \! 1\1 I\ I~ 'I \ I, I\ ' i \' ;,..., i \f r n --I I I ' l \ ;, I I \ \ ..._ _ ___. __ ....;...'----------'-"--~+--+-"--...... ---¥-.!.,_--------- I I I ' I I : I ' I 3215 I i ! ' PLAtJS PREPARED BY: DAVID 'l:'J. Gl'lA Vic$, P.IE. 7 SAflTA VICTORIA AISLE l:l.VI~:;:;, CA 02000 (049) 053~5719 o~J.~VES. ~1~ /st~ MY REGISTRATION EXPIRES 3-31-04 ' ' '" '" ' ;;; I ' ;;; I __, I __, I ~ I ~ I 15 i I 3209 l5 i I Q_ ! ' Q ' I R: I 3205 I I ' ~ I I __, I ~ I 3201 ! l5 I I I & R: APPROVED: l---l---i---------------1------1 j 7/ /, / UTe,s EtlGINZER R.C.E. HO. ~ I.,?. I 'I- l---\---i---------------1------IDATE -----"""'-'"-'O\lo,e__::_:•O,:_c\c__ __ DATE BY DESCRIPTION APP. REVISIONS DESIGNED, I DATE D.W.G. JULY, 2001 \\\ \ \ \ \ \ I \ 20' 15' 10' 5' O' 20' 40' GRAPHIC SCALE: 1' =20' PLAtJ AtJD PROFILE OF STREET l~.lPROVEt.!i:NTS FOR 0~ AN~ IE A VIEN PJ IE SYA. ~t!li0 YO 2❖75 C lA'\? $ 1i"~ IE IE "ii" SVA. "il3❖00 VO '114❖75 R-5f5l©<J~g=; SHEET 31 OF !ID l's, \) ii;) I) f U\' ,/11-V' .:h <:. (0 0 J ·-a i t-~ ;s "'I " ......, (\ ~u .:i:, i. t V\ '?'-r::-- -w -1-() 0 ;;I ¥.' • • \J~} F/10:=TJ.1= SCALI= HORIZ. 1' 2/Y ~: VERT. 11 2' ~~ I~ I~ ----+--·-1-- ' -+· -t- ..----+ ST. CURVE DATA R=52' L=36.37' "'-=41T04' 12' T=IB.96' ,, ,,, __ _, 10 ~· ~ +-~,- clf;ll ;,:::.._.+ __ ,.,_ ' -+ ----f·--- BENCHMARK: NB 4-36-74 EL 64.775' 1976 ADJ ~ ~ ~·~. ~ +- --,, + CiluV OIF t'~IEt'lft?O~u ra\lEACC-0 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. Ato;::..:Olr.:!11> «-/,,ii(-2¼ ' PUBLI ORKS DEPT. '--, ~- ---:--+"----~ E/1 'i --+----- PLAt~S PREPARED BY: DAVID \"J. GRA~S, P.E. 7 SAtlTA VICTOmA AISLE ctVl:-!:!, CA tl2COO ID401 053-6710 QlJ.~ B(e/01 DA\1D W~ GRAVES, R.C.E. NO. 42181 DATE MY REGISTRATION EXPIRES 3-31-04 ·- /. <i/; ,------j - •-•-•-.-. c-•-·• - ~ +-· m " igll I '· I fi ' / 20' 15' 10' 5' O' 20' 40' GRAPHIC SCALE: 11 20' 1/ CONSTRUCTION NOTES CD REMOVE EXISTING PCC CURB AND GUTTER. 0 CONSTRUCT TYPE "A" PCC CURB AND GUTTER {6" CF) PER CNB STD-182-L. 0 REMOVE EXISTING PCC SIDEWALK. © © G) ® @ ® @ @ @ @ CONSTRUCT 4" THICK PCC SIDEWALK PER CNB STD-180-L. REMOVE EXISTING DRIVEWAY APPROACH. SA\'/CUT AND REMOVE EXISTING BASE AND PAVEMENT, AND PLACE 6" THICK CRUSHED AGGREGATE BASE. PLACE 2 1/2" THICK TYPE III-B2-AR4000 AC BASE COURSE, AND 1 1/2" THICK TYPE III-CJ-4000 AC FINISH COURSE. ADJUST EXISTING SSMH FRAME AND COVER TO GRADE. CONSTRUCT ALLEY APPROACH TYPE "B", CNB STD-142-L. CONSTRUCT LOCAL DEPRESSION, CNB STD-304-L GRIND EXISTING ASPHALT 0.1' AND CAP V~TH 1 1/2" THICK TYPE III-CJ-4000 AC FINISH COURSE. CONSTRUCT CURB ACCESS RAMP CASE "H", CNB STD-181-L CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE Ill, CNB STD-164-L GRIND EXISTING ASPHALT 0.1'; PAVE TRENCHES 111TH 3" AC AND VARIABLE CAP 111TH TYPE III-CJ-4000 AC FINISH COURSE (1.5" MIN. THICKNESS). ~(Q) ILSA A \f[E L\'l UJHE / U IT S EtlGIN2ER sr A. S❖sa.s~ ro 'il0❖23.eo R.C.E. NO. ",-Cot. I 4 1--+---+-------------+----lDATE --"='-'-•\~b_•_o~\ __ _ R-fSBOiJ..~ DATE BY DESCRIPTION APP. REVISIONS DESIGNED: I DATE D.W.G. JULY, 2001 SHEIT 6J. OF ~ 92.0 (' 92.0 92.0 i----------91.0 ' . fee ,--91.0 91.0 --co f2 ~ -<o 0 ci oi ci 1;:j ~ 0, co 0, '----oi oi co co 90.0 89.0 " -• " -~ V" ---------...____ r---. ...____ "' ~ ------ I--- ...____ ' , .r -· --- oi -,CO 90.0 89.0 90.0 89.0 "' ~ .. R 0 oi ~ 88.0 88.0 88.0 -30 -20 -10 0 10 20 30 8+25 92.0 (i' 92.0 92.0 91.0 0 ,...J "' 91.0 91.0 I'-.. <o <o ,.., f2 ~ -<o -" ci oi ci " " 0, co 0, co ,.., '-. oi oi co co 90.0 '-. 1.70% > I/ --i--.. -~ -c--~ -· -------- §' --~ 90.0 90.0 89.0 ~ oi ~ ~ "in' ,.., 89.0 89.0 "' ~ 88.0 88.0 88.0 -30 -20 -10 0 10 20 30 8+00 92.0 (" 92.0 92.0 \ \ 91.0 \ f2 ~ 12 91.0 91.0 \ --co f2 ~ "' " -ci oi ci \ 0, co 0, ~ ~ oi oi -co co 90.0 '---1.10% ~ -3: ~ )', -----::... -~------~----~ -<6 --~ 90.0 90.0 "' 89.0 f: oi ~ ---~ ..,. oi 89.0 89.0 ~ 88.0 88.0 88.0 -30 -20 -10 0 10 20 30 7+75 92.0 92.0 92.0 91.0 "' f2 ~ 12 " <o ~ ~ f2 ~ "' 91.0 91.0 " d oi d " " 0, co 0, 0, ..,. " oi oi co co 90.0 ' 1.10% r--~ J.~ " -------V ~ --- I'-; -;;,----- 90.0 90.0 "' -"' d 89.0 ~ e 0 89.0 89.0 <o oi ~ > 88.0 88.0 88.0 -30 -20 -10 0 10 20 30 7+50 CLAY ST. Ci' -92.0 I I I f2 ~ 12 91.0 I --,.., f2 ~ 0, ..,. CQ \ oi oi oi 1;,/ "' co co co -oi oi 90.0 \ 1.38% ~ J.191'-! - '-V ~ ----'--------'-"' I'--------a' ;;;-----I'----v ,.., "' ---- oi oi I'---( ~ ~ ' "88.27) 89.0 88.0 -30 -20 -10 0 10 20 30 9+25 ~ 92.0 91.0 f2 ~ 12 <o <o ,.., f2 ~ --0, ..,. 0, oi oi oi " " co CQ CQ <o -oi oi co CQ 1.70% ~ ~ ' ...____ -----1/ r---. ----,'"'-~ -- "' v ----I'--- 90.0 ---I'--- ----C) "' '-.. / ..,. "' "-' oi ~ ~ '-- 89.0 I 88.32) 88.0 -30 -20 -10 0 10 20 30 9+00 (i' 92.0 \ \ f2 ~ 12 91.0 \ --CQ f2 ~ 0 "' 0, \ d oi oi ~ ~ 0, CQ co \ oi oi CQ CQ \ 1-• ~ ~ - ---,,:: --r---. ,..______ --I'-----"-~ ...-...- §' "-...--- ' -oi "-I ~ '------..J 90.0 89.0 a' "' <ti 88.0 -30 -20 -10 0 10 ~ 20 30 8+75 0, 92.0 ' \. fee c:: G.'. <o <o ,.., f2 ~ ' C) "' 0 ' d oi d " " 0, CQ 0, \. " "' oi oi 91.0 CQ co ' ,;f§! '-~ ~ -V e---' --'-.. r---. -I'---I'---- I'--- ~ ' -;;,-"' I'--- ~ ' / ,. oi '--...,-'---~ ', ;::::- " " 90.0 89.0 <ti ~ 88.0 -30 -20 -10 0 10 20 30 8+50 CLAY ST. BENCHMARK: NB 4-36-74 EL 64.775' 1976 ADJ THIS PLAN IS SIGNED BY TH£ CITY OF NEWPORT BEACH FOR CONCEPT AND ADH£R£NC£ TO CITY STANDARDS AND R£QUIR£M£NTS ONLY. TH£ CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCU/Q\CY. eln.!or 1 olrE 92.0 91.0 90.0 89.0 88.0 92.0 91.0 90.0 89.0 88.0 91.0 90.0 89.0 88.0 87.0 92.0 91.0 90.0 89.0 88.0 (' r----i-------- I'--- ...____ ...____ I'--- ' -...____ . -------- ...____ ----...____ ' -30 -20 -10 0 10 20 30 10+25 Ci' 12 "' -d 0, 0, I 7 -12 -,,p v 0, '---\S>~ ..,. ..... -/ CQ "' ~ 12 --~--0.25 --12 0, l ~ ~ "' ~ ~Sfr. "' <ti ---- -CQ "' ---------:::-----12 12 oi r:--::::: ~ ~ -- 0, co 0, co' ~ "' ... "' " --t---oi oi oi <ti ---------CQ CQ "' CQ ~ "' <ti ---30 -20 -10 0 10 20 30 10+00 (i' f2 ~ 12 \ " "~ ~ CQ ,.., I> ~ \m o;-co~ oi ~ ( h <o \ ~ CQ 0, -C) oi co co -I\ 0.50% 1.3/% ....../---c-_ --I'----" a' ' ..,....,,,,. ..,. a' "-oi ~ "' "-/ oi ~ "-_.., / '----r ' R "' " ~ -30 -20 -10 0 10 20 30 9+75 (:' I'---' \ f2 ~ \ 12 <o <o f2 ~ \ CQ ,.., :g oi oi " " co co oi "' C) co , I' 0.75% ~ ----11\.. r----,...._ ~ --r----...____ ..,. I'---oi a' ' ~ -I'----1----oi ..._ , -r ~ 88.16 -30 -20 -10 0 10 20 30 9+50 CLAY ST. PLANS PREPARED BY: DAVID \."J. G~A VES, P.lc. 7 SAUT A VICTORIA AISLE l:t'li:!:S. 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"-,,__, :~ IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS ~ ~ ~ ~ laVi;;::::, CA 02603 (949) 653,5719 / UT1 ITIES EUG INEER Cll..A V $l~~IE1 AND ACCURACY. ~ c:, No. 42181 ~ Sci 8b.~ "-../ {( EXP. 3-31-04 * R.C.E. NO. 4t,?..\ 4- -els/01 At=;:;:ou;w /j)ftPo~ J'-'.11, C/V\\. ~ DATE '!!, -\b .o\ RokSG@d=~ 6/«;jot "( OF C~lflo DAVID W. GRAVES, R.C,E. NO. 42181 DATE DATE BY DESCRIPTION APP. DESIGNED: I DATE MY REGISTRATION EXPIRES 3-31-04 REVISIONS IS OF 8 PU~i9EPT. DTE D.W.G. JULY. 2001 SHEET 87.0 86.0 85.0 84.0 83.0 86.0 85.0 84.0 83.0 82.0 86.0 85.0 84.0 83.0 82.0 86.0 85.0 84.0 83.0 82.0 u ,----,----,---,----,---,-----,,----'tic----,---,----,---,---,---,--, 8 7. 0 i2 [;:' [2 ~~ ~ t---+----t---;a..,_'lc..,_;;:----t--t----t-----a.,,.ct-----t----1---t-.,nt-,-+----+-----t-----i 8 6. 0 CO CO CCI ...._ gi i cci 0, t---+---+--+---+-----+--+----+---+----+-------l--+--.,.---+----+-----+----1 84. 0 ~ -30 -20 -10 0 10 20 30 0+75 (' ,----,----,---,----,---,---,-----'!ic----,---,----,---,---,----,--, 86. 0 [2 ~ ~ ~ 00 ~ ~ O'J co ~ ~~ 1---+--+---="P'----+---+--+--+---+----1--H"'>l-+--+---+----I 85.0 i a; "' "' -~ l--1--1--<:o:,rl-l--l--l--l--l--l--t--t-+--t--t--t------J 83.0 ..-; ~ -30 -20 -10 0 10 20 30 0+50 (' ,----,----,---,--,---,---,------'iic,----,---,--,---,---,----,--, 86. 0 "-' ...J "' [2 l----+---+-,;:::µi=--+---+--I----Iy----+--+--+--.,,c=+--+--1----+---I 85. 0 0, 0, 0, .... ~~ "' 0:, :;: ~ 0:, 1----t----t----+-t----1----1----1----1----1----t---t---t---t-t--t--t--t--------1 83. 0 +---+---+---+---+---+---+---+---+---+---+---+---+---+--~ 82.0 -30 -20 -10 0 10 20 30 0+25 (' ,----,----,---,----,---,---,--~,----,---,----,---,---,----,--, 86.0 f---+--+----+---+---+----+-----+----+-----i--t---+---+---+----i 85.0 f-------f-------f-------f-------f-------f-------f-------f-------t---t---+--+--+--+------< 84. 0 l----t--t--t----+--+---+---+--+---+---+--t----1----t----t 83.0 -30 -20 -10 0 10 20 30 0+00 BOLSA AVE. 90.0 89.0 88.0 87.0 86.0 89.0 88.0 87.0 86.0 85.0 88.0 87.0 86.0 85.0 84.0 88.0 87.0 86.0 85.0 84.0 (" ·-,----,---,--,---,---,--,--'t,c--,---,-----,--.--lflt-,----,--, 90.0 ---/; oi l--+-=-+,-l,,-,,-lr-++---+----+--jg-+---+----1--+--+-'--M-+----+----I 88. 0 <ci ~ !9 1-----1---+"'1---+-..!e_~+--+----cl-----l--+---+---+--l---+--+------I 87. 0 "2 ,-.: ~ -30 -20 -10 0 10 20 30 1 +75 ( ,------,---,--,------.----,----.--'lie--,--,---,--,----,,------,---, 89. 0 --0:, ..., r-..: r...:: 0:, 0:, [2 <o 0:, ,-.: 0:, --I.I/% --9 1% ___ i...-------,. i----. --- [2 <o "' ,-.: ---88.0 --n v~v--~ <D ~~v ~ ~ 1---1----f-'L--./-+L___-+--+--+----:~*--+--+--+~ <O:'.;.,ci-· -+--+--+----, 87. 0 ~ '. l-----i--------it;+---+---l---l---+-+--+---+--+--+---11-----1----I 86. 0 '----'----'----'----'----'----'----'----'----'----'----'----'----'---------j 85. 0 -30 -20 -10 0 10 20 30 1+50 (' ,-----,----,--,-,---,---,------'lie,----,--,-,---,-----,,--,--, 88. 0 [2 C 0, <o 0:, [2 "2 <o 0:, --1------1----1----l----+---l----l----l---+---+-, -+-+---1-=-=1------1---1 87. 0 ---''f,,...,,'t=-f!.:.·!_l!J.1%~. f-.! ~ 2.<1-4~~ _ 1"- V m ~ v ~---:cg I ~ ~ l--t--+--b,--v+--+-+--+-"""!---+--l'---j--,Af-C::-+---\---+--1 86.0 ,_ -0, en I~ 1----t--t-+--+---+--+---+---+--+---+---+--t-----il----t----l 85. 0 1---_1---_1---_1---_1---_1---_1---_1---_1---_1---_1---_1---_1---_1---~ 84.0 -30 -20 -10 0 10 20 30 1+25 (' ,---,--,-,---,--,--,---''l,c--,---,------,---,----,-----,---,88.0 ~I~ ~ ~ 1----t--t-~"-----+--+---+----"-+---+--+---+--"-+-+---tl----t----l 87. 0 <o C <o 0:, a:, :fl 1.39, f--1::=-1-,-t-t--=t;;:.;~rt=r~===t:i11-t-1 86 •0 I --' ..,,~ -__ --:;.oov-- -n ? 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THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. e,l11Jo1 ' DATE 93.0 92.0 91.0 90.0 89.0 92.0 91.0 90.0 89.0 88.0 92.0 91.0 90.0 89.0 88.0 92.0 91.0 90.0 89.0 88.0 (i' ,----,--,---,-.---,--,----->t,:,---,---,-.---,--,--,--, 93.0 / 2' 0) ci -?2. f-------f-------l----t-=f--l----l----l----l----1----1----I----I----+---+------< 90. 0 1---_1---_1---_1---_1---_1---_1---_1---_1---_1---_1---_1---_1---_t---------j 89.0 -30 -20 -10 0 10 20 30 2+75 CT: ,----,----,---,----,---,-----,,----'!ic----,----.----,---,-----,,--,--, 9 2. 0 1----1---+---+c-.J--+--l---+---"..,_=>-+---+---l--+---+---+--+----I 90.0 .... ci ci 0) I~ f-------1----1----I----I----I----I----I----I----I----+--+--+--+-----< 89. 0 -30 -20 -10 0 10 20 30 2+50 ( ,------,---,--,------.----,-----.--'lie--,--,---,--,--,----,---, 92. 0 -l----l----l----l----l----l----l----k'l----l----l----l----l----1----1------, 91. 0 - [2 "' ci ~ [2 ..., [;:' "' [2 0:, "' ~ LL:. 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APPROVED: PLArJ Ar!D PROFILE OF STREET 1r:.PROVEr:.EtJTS FOR DA Vil> 1/'J. <allA VES, P.I:. 7 SAfITA YICTo:;rA AISLE fj 3'~_;;:_•s:;:, Dr l-f----t------+------<7~ A-· -~EtJGlt!EER 1--+---+-------------+----l CIR10~~ ~IEC1'~0~$ IBl0lL$A A \f[E~ij!E R.C.E. NO. '\-C.1..1 'I- DAVID W. GRAVES, R.C.E. NO. 42181 DATE MY REGISfRATION EXPIRES 3-31-04 DATE BY DESCRIPTION APP. 1----+---+--------------+----tDATE -~"/,~·~\lo=•~o~I __ _ REVISIONS DESIGNED: D.W.G. DAT[ JULY. 2001 R-~ ® @4=~ SHEET 7 OF 8 -0 ~ ;s Ill 95.0 94.0 93.0 92.0 91.0 95.0 94.0 93.0 92.0 91.0 95.0 94.0 93.0 92.0 91.0 95.0 94.0 93.0 92.0 91.0 t---+---+---+---t---+----+---+---t-----it---+---+---+---+----, 94.0 ~ "-"- "-/ / co " ~ f-----t--+--t/-.....f'--+---+---4~eij----+--+-----=-+c--~--+--+--t-----1 93.0 --~ ~ co " ~ co t---+---+--"''+---t---+----+---+---t-----it---+--~"'+---+---+----, 92. 0 ~ ~ ,___,___,___,___,___,___,___,___,___,___,___,___,___,____, 91.0 -30 -20 -10 0 10 20 30 4+75 (' ,-------,---,---,--,---,---,-----'t;c.-----,---,---,--,----,,------,--, 95. 0 t---+---+---t---t---+----+---+------t-----i--t---+---+---t----, 94.0 v-1-- <O '-. i---+---+---tl/--~ .·---r-----,--,,:~IT---i-----i-~t-.. -~-+---+---+---1 93. 0 " a 1--t--+---i,"',t_ ---t--t--t--+--+---+---t---","t--+--+---1 92. 0 ~ ~ -30 -20 -10 0 10 20 30 4+50 (' .------.----.--,---.--,---,-----'tc.-----,----,---.--,----,,-----,--, 95. 0 {2 ~ , 0~ 1--t--+---J:1-c.=l-t;:_,__-t---t----t--+-.O>,t---+---t---t---=-t'~--t---+---t 94. 0 ci~ ~~ . . ~~ ~ ~ ,.,, '-'J t---t---t---t---t---t---t--_______ ,__ ______ ~ 91.0 -30 -20 -10 0 10 20 30 4+25 (" ,------,---,----,---.---,----,---'tc---,----,--,---,---,---,--, 95.0 {2 -30 -20 -10 0 10 20 30 4+00 BOLSA AVE. 86.0 85.0 84.0 83.0 82.0 84.0 83.0 82.0 81.0 80.0 82.0 81.0 80.0 79.0 78.0 79.0 78.0 77.0 76.0 75.0 {2 1--t--+--+--+---+---+-"il..,_+--+--+---+---+-~...,,t<~;,,----t---t 85.0 ~ ~ ~ ,___,___,___,___,___,___,___,___,___,___,___,___,___,____, 82.0 -30 -20 -10 0 10 20 30 1+25 (i' ,----,---,----.---,--,----,-~---,--,---,---,-----,---,---, 84.0 {2 t--+--+--+--+---t---+-~"'+--+--+---+--+--:o,__i+,__,:,---t---1 83.0 ::; LC ~ --~~ a::-ki ---------~-----------------~ 80.0 -30 -20 -10 0 10 20 30 1 +00 (i' ,----,---,----.---,--,----,-~---,--,--,----,----,---,---, 82. 0 l----l--+--+--+---+---+-LCl>l+---+---l--1----1--+--+---j 81. 0 " 0 d ~ i---i--------i--+---+---i----i---t---i----r--+--t-,,-t-i--------t----1 79. 0 -C: lO -oi -t:: ,___,___,___,___,___,___,___,___,___,___,___,___,___,__~ 78.0 -30 -20 -10 0 10 20 30 0+75 (' ,------,----,--,--,------,----,---''l,c--,------,----,--,--,------,--, 79.0 l-----l---+--+--+--+---+---+--+--+--+--+-----11----t----l 78. 0 ---::::r-------'-, • ---VJ ---~ LC -~ " ------" ---- / ~ ...__ f-----t--_+--t--+--+---+---f_'-t-----,f---+-+-~---------+--t-----1 77. 0 C: ....___ -a c,j -t:: --c: ~ 76.0 ,___,___,___,___,___,___,___,___,___,___,___,___,___,____, 75. 0 -30 -20 -10 0 10 20 30 0+50 ORANGE AVE. BENCHMARK: NB 4-36-74 EL 64.775' 1976 ADJ THIS PIAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TD CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. A!r;;:.lOlr.!D ~I)/; .. / • PUBLIC wofo~s DEPT. 93.0 92.0 91.0 90.0 89.0 92.0 91.0 90.0 89.0 88.0 90.0 89.0 88.0 87.0 86.0 88.0 87.0 86.0 85.0 84.0 (i' .------.----.---.---,--,----,,----'tc----.---.--,---,----,----,--, 93.0 co --0, -30 -20 -10 0 10 2+25 , . -- lO lO -co 20 I ,_ -92.0 30 Ci: .------.----.----.----,----,-----'i'I---.---------------, 92. 0 <, r,\ ✓ f---+---+--t---+---+-+--t---+~G~\*;y~-1---+---+-+---i 91. o _()\~ l---+--+--+--+---+---+--,AC/-'1-','--+---1--1---+--+--+---j 90. 0 \> ,< '(')' t---+--+--+---+--~ ___ ,,__....,.+--+--+---+----t---+---+---+----1 89. 0 \ ,___,__ ___________ ,___,___t--_,___,___t--_,____, 88.0 -30 -20 -10 0 10 20 30 2+00 Ci: ,-------,---,---,---,--,----,-~----.-.---,--,----,----,----:, 90. 0 ,__.. - -C: " 0-, {2 O> co ~ co - / --- ao co - ao ao 89.0 --i---- " ·"" 1------1--"=4--+--+---+---+--+--+--+--+--+-----I---+--< 87.0 ,___,__ ___________ ,___,___,___,___,___t--_,____, 86.0 -30 -20 -10 0 10 20 30 1 +75 a: ,------,---,----.---,--,----,-~---,-.---,--,----,---,---= 88. 0 {2 ~ to ~ -- -----v ~c: ; ,....,. <o -,/ ;.;';.; 87.0 l------ t---+--+---+---+---+---+---+---+---+---+--+--t----1----185.0 -30 -20 -10 0 10 20 30 1+50 ORANGE AVE. PLANS PREPARED BY: 93.0 (' .----.----.--,---.--.--.-----'tc.-----,----,---.---,---,----,--, 93.0 92.0 t---t---t---t---t---t---t---t---t---+---+---+---t---t-----1 92. 0 91.0 1-----1---t--+--+--+---+---+--+--+--+--t-----ll----t----l 91. 0 90.0 1---1---1---1---1---1---1---1---1---1---1---1---1---1-----1 90.0 89.0 ---------------------------~ 89.0 -30 -20 -10 0 10 20 30 93.0 (' .----.----.--,---.--.--.-----'tc.-----,----,--,---,----,----,--, 93.0 92.0 t---t---t---t---t---t---t---t---t---+----t---t---t---t-----1 92. 0 91.0 t---t---t---t---t---t---t---t---t---+---+---t---t---t-----1 91.0 90.0 1-----1---t---+--+--+---+---+--+--+--+--t-----l---t----l 90. 0 89.0 ,___,___,___,___,___,___,___,___,___,___,___,___,___,____, 89.0 -30 -20 -10 0 10 20 30 93.0 (' ,----,----,---,---,----,---.--+---,--,----,---.------,----,----, 93.0 92.0 t---t---t---+----t---+----t---t---t---+----+---+----t---t-----1 92.0 91.0 1---1---1---t---+---+---+---+---+---+---+---+---t---t-----l 91.0 90.0 t---t---t---t---t---t---t---t---t---+---+---+---t---t-----1 90. 0 89.0 ,___t--_,___,___,___,___,___,___,___,___,___,___,___,____, 89. 0 -30 -20 -10 0 10 20 30 94.0 93.0 P.'> r, I 1--t--+--+--+---+---+-"'-+---+---t--t--l:!_'if_:'--+---+---t 93. 0 0 - 92.0 91.0 90.0 ------------t---t---t---------t----~ 90.0 -30 -20 -10 0 10 20 30 2+50 ORANGE AVE. APPROVED: PLAN ArJD PROFILE OF STREET •~ii>ROVEr.lENTS FOR DAVID \"J. GRA Vl:S, P.lc. 7 SAHTA VICTOmA AISLE t---+--+--------t----l '"'7~ /. C~O$$ ~IECu~Oli\'l~ IBlOl$A A VIE. l1 O~At\'ltGIE AVIE. Cl.Yr.::!, CA D2G03 1040) 653-5710 fJ j(_)_ /4--8/B/ol DAVID W. GRAVES, R.C.E. NO. 42181 DATE MY REGISTRATION EXPIRES 3-31 -04 / UT~ EllGlll~ER R.C.E. NO. <t-C. 1. \ 'I- DATE BY DESCRIPTION APP. REVISIONS DESIGNED: DATE O.W.G. JULY, 2001 ~C> ~C:;@:k % SHEET 8 OF 8 ., ' I ::z:, <. n ZTi C :x I ,J\ (l) (I