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Home My WebLink AboutR_5566_S~---G-R_A_D-IN_G __ N_O_T_E_S----------------------------------------------~~----------7 PLANS FOR CONSTRUCTION OF ~ NOTB: ALL REFERENCES TO CITIES HEREIN SHALL MEAN: CITY OF --ll~--1-//c:==========-- NEWPORT BEACH AND CITY OF IRVINE. 11. ALL WORK SHALL BE :CN ACCORDANCE WITH APPLICABLE SECTIONS OF THE LATEST EDITION OF: MACARTHUR BOULEVARD WIDENING IMPROVEMENTS I 2. 3. A. THE CITIES GRADING AND EXCAVATION CODES. B. JHE CITY OF IRVINE OR NEWPORT BEACH OR CALTRANS STANDARD DRAWINGS. c. SPECIAL REQUIREMENTS OF THE GRADING PERMIT. D. THE UNIFORM BUILDING CODE. WHENEVER SPECIAL REQUIREMENTS CONFLICT ON ANY SUBJECT MATTER, THE CITY ENGINEER OR HIS REPRESENTATIVE WILL DETERMINE WHICH SPECIAL REQUIREMENT AND/OR CODE WILL GOVERN. NO GRADING SHALL BE STARTED WITHOUT FIRST NOTIFYING CALTRANS AND THE INSPECTION DIVISIONS. A PRE-GRADING MEETING AT THE SITE IS REQUIRED BEFORE START OF CLEARING AND GRADING WITH THE FOLLOWING PEOPLE PRES.ENT: OWNER, GRADING CONTRACTOR, DESIGN ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING INSPECTORS, CITY MAINTENANCE REPRESENTATIVE, ARCHAEOLOGISTS OR THEIR REPRESENTATIVES. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE INSPECTION DIVISIONS WHEN THE GRADING OPERATION IS READY FOR EACH OF THE FOLLOWING INSPECTIONS: (PHONE {714) GG0-3676) IRVINE, (714) 644-3311 NEWPORT BEACH, CALTMNS (213) 620-2206). A. INITIAL INSPECTION. WHEN THE PERMITTEE IS READY TO BEGIN WORK, BUT NOT LESS THAN TWO DAYS BEFORE ANY CLEARING OR GRADING IS STARTED. B. TOE INSPECTION. AFTER THE NATURAL GROUND OR BEDROCK rs EXPOSED AND PREPARED TO RECEIVE FILL, BUT BEFORE FILL rs PLACED. C. EXCAVATION INSPECTION. AFTER THE EXCAVATION IS STARTED, BUT BEFORE THE VERTICAL DEPTH OF THE EXCAVATION EXCEEDS TEN FEET. D. FILL INSPECTION. AFTER THE FILL PLACEMENT IS STARTED, BUT BEFORE THE VERTICAL HEIGHT OF THE FILL EXCEEDS TEN FEET. E. DRAINAGE DEVICE INSPECTION. AFTER FORMING OF TERRACE DRAINS, DOWN-DRAINS OR FILLER AFTER PLACEMENT OF PIPE IN SUBDRAINS, BUT BEFORE ANY CONCRETE OR FILLER MATERIAL IS PLACED. F. ROUGH GRADING INSPECTION. WHEN ALL ROUGH GRADING HAS BEEN COMPLETED, THIS INSPECTION MAY BE CALLED FOR AT THE COMPLETION OF ROUGH GRADING WITHOUT THE INSPECTOR NECESSARILY HAVING PREVIOUSLY REVIEWED AND APPROVED THE REQUIRED REPORTS. 4. G. FINAL GRADING AND IMPROVEMENT INSPECTION. WHEN ALL WORK (INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES, OTHER PROTECTIVE DEVICES AND ALL OTHER IMPROVEMENTS WHICH INCLUDE LANDSCAPING AND IRRIGATION SYSTEMS) HAS BEEN COMPLETED AND THE AS-GRADED PLAN, PROFESSIONAL CERTIFICATIONS AND THE REQUIRED REPORTS HAVE BEEN SUBMITTED. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL. 5. ALL F.ILL SLOPES SHALL BE COMPACTED THROUGHOUT TO 90% RELATIVE COMPAC.TIO,NSi ALL 6U0GRADE FILLS SHALL BE COMPACTED-TO 95% MIN. REL. COMPACTION AS PER SEC?ION, 19 OF THE STD. SPECIFICATIONS AND AS DETERljlNED BY CAL TRANS TEST 216 AND OR 231• & • CERTl~IED BY , • THE SOILS ENGINEER.. • 6. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITIES Gt<ADING ENGINEERS O!l T::;::lR REPRESENTATIVES AND SOILS ENGINEER PRIOR TO PLACING OF FILL. 7. FILLS SIHLL BE BENCHED WIT!! APPRov;::n MATERIAL AS PER DETAIL ON PLAN. ' 0. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER AND I CITIES GRADING ENGINEERS OR !!IS REPRESENTATIVES BEFORE ANY ADDITIONAL FILLS ARE ADDED. 9. THE EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE GRADING INSPECTOR AND SOILS ENGINEER. 10. SLOPES EXCEEDING FIVE FEET IN HEIGHT MUST BE PLANTED WITH AN APPROVED PLANT MATERIAL. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITIES GRADING ENGINEERS PRIOR TO EXCAVATION. 12. ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SITE SOILS ENGINEER PER THE GRADING AND EXCAVATION CODE. 13. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER j CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND TO DETERMINE THE PRESENCE OR ABSENCE OF SUBSURFACE WATER OR SPRING FLOW. I IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO Tl!E PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 14. SUBDRAIN OUTLETS SHALL BE COMPLETED AT THE BEGINNING OF ANY SUBDRAIN CONSTRUCTION. 15. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE, AND THE LOCATION SHALL BE SHOWN ON THE ASBUILT GRADING PLANS. 16. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING. STA. STA. 168 ( FROM: 1050 FT. SOUTH 133 OF + 85.00 TO BISON AVE. TO BONITA + 21 0 00 CANYON RD. 19. 20. ()() THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL BE RESPONSIBLE FOR THE QUALITY OF THE WORK PERFORMED, AND SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. THE DESIGN CIVIL ENGINEER SHALL PROVIDE WRITTEN APPROVAL THAT THE GRADING OPERATION IS IN COMPLIANCE WITH THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CODES. 21. DUST SHALL BE CONTROLLED BY WATERING. 22. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 23 .. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 24. 25. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND/OR DEVELOPER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. THE PERMITTEE SHALL COMPLY WITH SECTION VI.E-120 OF THE CITY OF IRVINE GRADING AND EXCAVATION CODE WHEN AN EXCESS OF 5,000 CUBIC YARDS OF EARTH IS MOVED ON PUBLIC ROADWAYS FROM THE SITE OF AN EARTH GRADING OPERATION. 26. EXPORT SOILS MUST GO TO A LEGAL DUMP OR TO A PERMITTED SITE APPROVED BY THE CITY'S GRADING ENGINEERS AND/OR CALTRANS. 27. THE PRELIMINARY REPORT AND ALL SUBSEQUENT REPORTS AS APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT ARE CONSIDERED A PART OF THE APPROVED GRADING PLAN. 28. ANY DIRT, ROCK OR CONSTRUCTION MATERIAL THAT MAY BE TRACKED OR DROPPED WITHIN THE PUBLIC RIGHT-OF-WAY DURING THE TRANS- PORTATION OF SAID MATERIAL OR EQUIPMENT ASSOCIATED WITH THE PROJECT SHALL BE CLEANED OR REMOVED DAILY AND AS DEEMED NECESSARY BY THE GRADING INSPECTOR. 29. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY O,S.H.A, PERMITS. 30. PRIOR TO ANY GRADING OPERATIONS, THE CITIES' GRADING ENGINEERS SHALL ASCERTAIN THAT THE DEVELOPER HAS NOTIFIED A QUALIFIED ARCHAEOLOGIST AND THAT HE WILL BE PERMITTED ON THE SITE DURING GRADING OPERATIONS AND THAT HE WILL HAVE THE AUTHORITY TO STOP OR REDIRECT GRADING UNTIL ANY DISCOVERY CAN BE PROPERLY RECOVERED AND AS SUBMITTED TO THE CITIES POLICY ON ARCHAEOLOGICAL SITES. 31. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. ·32, THE CONTRACTOR SHALL OVER-EXCAVATE WHERE NECESSARY AS PER S.P.I. IN ACCORDANCE WITH THE STATE SPECIFICATIONS. 33. SUBGRADE AND TRENCH BACKFILL IN STATE R/W SHALL HAVE 95% R.C. MINIMUM RELATIVE COMPACTION. 34. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 35. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 36. 37. 38. APPROVED TEMPORARY DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. ROUGH GRADING TO BE COORDINATED WITH SOUTHERN CALIFORNIA EDISON AND CONTRACTOR SHALL MAINTAIN ·10' MIN. RADIUS MOUND WITH 2: 1 SIDE SLOPES AROUND EXISTING POWER POLES IN CUT AREAS. GRADING TO BE COMPLETED PRIOR TO PLACEMENT OF NEW POLES. WHEN IMPORT OR EXPORT OF MATERIALS IS REQUIRED, HAUL ROUTES TO AND FROM THE JOB SITE SHALL BE APPROVED BY THE CITIES' TRAFFiC ENGINEER AND HAULING PROCEDURES SHALL BE IN ACCORDANCE WITH THE TRANSPORTATION OF MATERIALS SECTION OF THE CITIES GRADING CODES. UTILITIES TELEPHONE NUMBERS AGENCY NUMBER NAME ()() 7 SOUTHERN CALIF. GAS CO. SOUTHERN CALIF. EDISON.CO . , :PACIFIC TELEPHONE COMPAN)' f • • ; .1-800-422-4133 7 835-3833 . UNDERGROUND SERVICE ALERT . :MIKE MARTIN -1 1-800-422-4133 ; • ' I 644-3011 I 631-1200 { ,;--~"7"··-• • l 213-250-6572 1, ,UNDERGROUND SERVICE ALERT 1GIL GOMEZ : BILL JOHNSON •• I ' ' BENNY LEE I ' TRACT 12309 1. 2. PAVING NOTES - THE AGGREGATE BASE SECTION SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY. MAXIMUM AND FIELD DENSITY TO BE DETERMINED IN ACCORDANCE WITH UNIFORM BUILDING CODE STANDARDS NOS 70-1 AND 70-2. A "TACK COAT" (PAINT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT LAYERS, AND ON EXISTING PAVEMENT TO BE RESURFACED AT A RATE OF 0.10 GAL./SQ. YD. THE TACK COAT SHALL BE A TYPE SSI ASPHALT EMULSION. 3. A "SEAL COAT" SHALL BE APPLIED TO THE FINISHED SURFACE AT THE RATE OF 0.10 GAL./SQ. YD, THE "SEAL COAT" SHALL BE A TYPE SSI ASPHALTIC EMULSION WITH A 60-70 GRADE LIQUID ASPHALT. 4. 5. PAVEMENT, SECTION RECOMMENDATIONS SHALL BE SUBMITTED TO THE CITIES FOR APPROVAL PRIOR TO ISSUANCE OF ROUGH GRADE RELEASE. THE RECOMMENDATIONS SUBMITTED BY THE SOILS ENGINEER SHALL BE BASED ON "R" VALUE ANALYSIS OF THE SITE SUBGRADE SOILS AND TRAFFIC INDICES APPROVED BY THE CITIES AND CALTRANS. PAVEMENT DESIGN SHALL BE BASED ON AT.I. ISSUED BY CALTRANS AND APPROVED BY THE CITIES OF NEWPORT BEACH AND IRVINE, i SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION I AND UNYIELDING PRIOR TO PLACEMENT OF AGGREGATE BASE; APPROVED BY THE SOILS ENGINEER, AND THE DESIGN CIVIL ENGINEER. 6. A PRE-PAVING MEETING SHALL BE REQUIRED AT THE PROJECT SITE WITH CALTRANS OFFICIALS, THE CITIES' INSPECTORS AND THE CONTRACTOR 48-HOURS PRIOR TO THE COMMENCEMENT OF ANY PAVING WORK. 7. s. 9. 1. 2. 3. 5. 6. 7. a. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 95% RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER PRIOR TO SUBGRADE PREPARATION. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE CITIES' PUBLIC WORKS DEPARTMENTS AND CALTRANS WHEN THE PAVING OPERATION IS READY FOR EACH OF THE FOLLOWING INSPECTIONS: PHONE: NEWPORT (714) 644-3311 IRVINE (714) 660-367G, CALTRANS (213) 620-2206. A, INITIAL INSPECTION. WHEN THE PERMITTEE IS READY TO BEGIN WORK, BUT NOT LESS THAN TWO DAYS BEFORE ANY GRADING COMMENCES. B. SUBGRADE INSPECTION. AFTER THE SOIL SURFACE HAS BEEN COMPACTED, TESTED, LINE AND GRADE ESTABLISHED, BUT PRIOR TO AGGREGATE BASE PLACEMENT. C. AGGREGATE BASE INSPECTION. AFTER THE AGGREGATE BASE HAS BEEN COMPACTED, TESTED, LINE AND GRADE ESTABLISHED, BUT PRIOR TO ASPHALT CONCRETE PLACEMENT. D. FINAL INSPECTION. AFTER RECEIPT OF LINE AND GRADE CERTIFICATION BY THE DESIGN CIVIL ENGINEER AND REPORT BY THE SOILS ENGINEER. PLACEMENT OF ASPHALT CONCRETE SHALL BE INSPECTED AND APPROVED BY EITHER A REPRESENTATIVE OF THE SOILS ENGINEER OR A QUALIFIED PAVEMENT INSPECTION SPECIALIST; RELEVANT TO EQUIPMENT USED. TEMPERATURE OF LOADS, AND DEPTH OF DENSIFIED ASPHALT CONCRETE. .STORM DRAIN NOTES ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITIES OF IRVINE AND NEWPORT BEACH STANDARD DRAWINGS, ALL APPLICABLE GENERAL NOTES AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. ! I ALL TRENCH EXCAVATIONS SHALL CONFORM TO STATE OF CALIFORNIA I CONSTRUCTION SAFETY ORDERS. ' CALTRANS AND CITIES OF IRVINE AND NEWPORT BEACH INSPECTION DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF WORK. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO START OF CONSTRUCTION. R,C.P. SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS. SUBSTITUTION OF A,C,P. FOR R.C.P. MUST HAVE PRIOR APPROVAL BY CITY ENGINEER. ALL FILL MATERIAL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION AS DETERMINED BY CALIFORNIA TEST METHOD 216F, ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER, LOCATION, AND FREQUENCY REQUESTED BY THE CITY INSPECTOR. I ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS. CJ I ) -----'J;'/ACARTh'UR r 1//CINITY MAP N. T. s. () I ~ I ~ I I 11. STORM DRAIN LINES SHALL BE BEDDED PER LACFCD. STD. :?D ·/77 CA5E .!lL-A/ID PE..€ TYP BEDDING Oe'T/ll/. OIi SIIEET' Z. 12. ANY WORK TO BE PERFORMED WITHIN STATE RIGHT-OF-WAY SHALL REQUIRE A PERMIT FROM CALTRANS. · 13. STATIONS SHOWN AS STA. o+oo ARE STORM DRAIN STATIONS. STATIONS SHOWN AS ST, STA. 0+00 ARE CENTERLINE STREET STATIONS. STORM DRAIN STATIONS ARE INDEPENDENT OF STREET CENTERLINE STATIONS. 14. ALL CONCRETE SHALL BE 560-C-3250. 1. GENERAL NOTES ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITIES OF IRVINE AND NEWPORT BEACH STANDARD DRAWINGS, CITIES OF IRVINE AND NEWPORT BEACH STANDARD SPECIFICATIONS, ALL APPLICABLE GENERAL NOTES AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. THE CONSTRUCTION OF ALL IMPROVEMENTS WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPROPRIATE STANDARD DRAWINGS OF CALTRANS AND THE REQUIREMENTS OF THE ENCROACHMENT PERMIT. 3. THE CONTRACTOR SHALL NOTIFY CALTRANS INSPECTION AND THE CITIES OF IRVINE AND NEWPORT B~ACH AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING CONSTRUCTION, (714)-660-3676) IRVINE, 1714) 644-3311 NEWPORT, (213) 620-2206 CALTRANS. 4. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING STREETS, THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE APPROVED BY THE CITY 'ENGINEERS AND CALTRilNS. 5. ANY EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND 6. 7. s. 9. 10. INSTALLATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE , STATE OF CALIFORNIA -CALTRANS. I IT SHALL BE THE CONTRACTOR'S,RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPRO\'EMENT. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEERS OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN· ACCORDANCE WITH THE CALTRANS STANDARD DRAWINGS. TRAFFIC CONTROL DURING CONSTRUCTION ALONG MACARTHUR BOULEVARD SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR HIGHWAY WORK. STATIONING REFERS TO CENTERLINE OF STREETS UNLESS OTHERWISE NOTED. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN PIPE, MANHOLES, SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE 1 CEMENT OR 6 SACK TYPE V CEMENT. UNLESS DEEMED UNNECESSARY BY SULPHATE-CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE. 11. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO CONSTRUCTION OF UNDERGROUND FACILITIES. 12. STREET CONSTRUCTION AND IMPROVEMENTS SHALL NOT BE OPENED FOR PUBLIC USE UNTIL ACCEPTED BY THE CIT/ES COUNCIL, UNLESS A PROPERLY EXECUTED AGREEMENT AND INDEMNIFICATION IS APPROVED BY THE CITY ATTORNEY AND MANAGER OF INSPECTION SERVICES. CALTRANS ENCROACHMENT ·18. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. ·~ITV OF iiEWPORT BEACH (SEWER. ,WATER) j ,MESA CONSOLIDATED WATER Dl~T.1 ,METROPOLITAN WATER DISTRICT I !CAL TRANS ' ' 213-620-2206 ·, I ; BOB JORDAN I 9. • STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. CONST/ct/CT/ON INSE/"CTION rtJ1'i' TIIIS 1"1'i'O./£CT IS TO B£ l"eK'rORMECJ 8Y CALT/f'ANS. PERMIT NO. 785-7MC-Zf:J2f:J NO. THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE, NUCLEAR GAGE, OR DRIVE RING SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. Construction contractor agrees that in accordance with generally accfpted construction practices, construction contractor will be required to assume sole and complete responsibility for BASIS OF BEARINGS: I BENCHMARK 0.C.B.• 3N4470 DATE REVISION ' - job site conditions during the course of construction of the project. including safety of all persons . (difornio (ou'lCi] and property; that this requirement shall be made to apply continuously a,nd not be limited to nonnal working hours, and construction contractor further agrees to defend, indemnify and hold ofCJvil E.ngi~U design professional harmless from any and ·all liability, real or alleged, in connection with the ·&lood ~/ performe'nce of work on this project, excepting liability arising from the sole negligence of design professional. THE BEARING N 24~34' .30"£ FOR THE CENTER LINE OF JAMBOREE ROAD PER TRACT NO. G<o80 M.M 2GO/l-3J RECORDS OF Tl-/£ COVNTY, OF ORANGE IN THE S.E. PART OF THE INT. OF J~MBOREE RD. AND CAMELBACK ST. . ·99 FT. S. \I. OF THE CENTERL i NE OF THE ST. 57 .FT. S. E. OF THE CENTER OF THE MEDIAN OF THE RD .. 3.7 FT. N.\/. OF THE·. CURB RETURN AND 3. 8 FT. S, E. CF ;1-:E FACE OF CURB. SET iN THE TOP. OF THE N.E. CORNER OF A J oY 3 FT. CONC. CATCH 3AS l N ABOUT O. 6 Or A FT. LO'"·,:,, 7dnN THE GUTTER. PRIVATE ENGINEER"S NOTICE TO CONTRACTOR The existence and location of any underground utilities or strnctures shown on these plans are obtained by a search of available records. To the best of our knowledge there are no existing utilities except those shoWn on this plan. The Contractor is required to take all precautionary measures to pro- tect the utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to these lines or structures. • ------------·' NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN- SIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COM- MENCEMENT OF WORK. SOILS ENGINEER& GEOLOGIST L.E/6/ITVN & ACCOCIATES INC. //5/ Ou'RYEA A VE. IRVINE, CA. 32714 (714) 250-/42/ DEVELOPER: THE .IRVINE COMPANY COMMUNITY DEVELOPMENT DIVISION 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA. 92660 ~c.EV. I 37. 59 [I 976 ADJ. l PLANS PREPARED BY: ADAMS/ STREETER, CIVIL ENGINEERS, INC. 17961 SKYPARK CIRCLE,SUITE M I'RVINE, CA. PHONE (714)250-1540 UNDER THE SUPERVISION OF, ti~~ /R/1/0/b"5 DAVID FRATTONE , R.C.E. 24695 L:X/:' l2/.31/8!!J _ ~@r1&JC~F NEWPO~l:~ACH CITY ENGINEER D~ /"LAN APPROVAL IS FOR DESIGN CONC&DT ANO ADHERENCE TO CITY S'l;t//VOAROS' ANO REGL/LATIONS. APefiO_.YED: CITY OF IRVINE •. ;7,Jr; C: ~(2~ 3~/C:-&6 6-"-CITY ENGINEER ~,!e ~"l'iO DATE PLAN APPRO~L /5 FOR FOR DESIGN CONCEPT AIVO. ADHERENCE TO CITY,, . REGULATIONS. IMPROVEMENT PLANS MACARTHUR BOULEVARD FOR C/Tr OFl/i'Vl,Y£ /';i"OJECT NO. 85-UC-0293 WI DEN I ~JG FROM: 1050 FT. SO. OF BISON TO BONITA CANYON RD. NO. OFF-SITE TRACT TITLE SHEET·· 12309 5HE£T I Or l'!1 -5/IT. ./ A' 8.f.." -350 • L I I • ! / ESTIMATE Nol,;--CCW.STRUCT/ON NOTE NUIW&t:="R ITEM I CQ#ST tJ.5'A. C. 0//ER 1-s' A.B. OF 2 CONST. O. 2S' A. C. 0//ER O. G' A.B. QUANTITIES QUANTITY /2i?,l7S 2,326' NOTE: SEE QUANTITY ESTIMATE FOR CONST. NOTE ITEM NUMBERS UNIT S.F. STRfElET TYP~CAL SlECTijONS .s.F. 48'FHtJAI' $lll. /J.t/-f-95,.d() TO STA. 5G 1 /iJSISS.23~ PAl?IES rHOM .STA. /~5,-55.2.31 3 C(JN.ST. P.C.C. Cl/li'B f GI/TT. PER CALTli'AAl.5 .STO. N8-A TYPE A2-8. 74S 4 CONST. 8" THICK P.C.C. S/LJE/1/ALK PER CITY Or #.8. STO. PLAN /8(7-L L..r. S,F. EXIST. BELL COURT .OEJ/E/.OPMENT TR, Ni?, I/GOS NEWPORT NO.RTH TR, /\f.O, /2:!!JO!:J 5 SAWCUT ANO li'E/IIOYE EA'/ST. PA//EMENT (LIM/T PEii' P..!AA/) 6 CONST. //Ali'IABLE TH/Ck'IVc"SS A.C. CAP. { /1/4-/#CH THA". ,If/,</,) 0 C(JNST. A.C. BERM (8 "C.r) PER LJETA/L ON SHEET NO. 2. / ,8 NE/110//E (SALYAGc EA'. G'H/GH CHAIN L/NK rENCE fl?EPLACE.SECT,1 AS li'E&>V PEI? CALTRA#.S /#SPECTOR/ PEii' CALTRANS .STLJ. r/0 0 /?£MO/IE f RELOCATE E)"/.ST. GI/A.fi'LJ .li'AIL./NG OH .fi'EPLACE PE.Ii' CALT/?ANS /N.SPECTOR f PER CALT.RAN.S .STLJ. A77-C2 10 REMO//£ t .SALYAGE EA'/.ST. THArrlC .S/GNAL PULL go.,r I REIHSTALL . II ,RE/lltlJIE f.SAL//AGE E,,Y: Tli'Arr/C .S/GNAL. I RELOCATE 12 REMO//£ I .SALll'AGE E,r. TRArr1c .stG#AL w /.sr. LIGHT I RELOCATE @ Pli'tlTECT E,f/ST. t/T/L/TY Oli' STRt/CTt/li'E /IV ?..!AC£= . 14-] /#.STALL 2"x G "REDWOOD HEALJER. @ CONST. M/JIJ/r/EO LOCAL /JE/'l?ES5lt1# /'ER CALTR. ST/J. 57,G:JS s.r- S.F. . 4,520 L..F. 2,800 L..r. /!!) 2 LUMP SUM LUMP SUM LUMP'SUM 4,520 L.F. A#D OETA/L 0/V SH'EET #t:J. 78 j /{;~ rEATIIER tlJIER E,¥/.ST. A.C./'A//-W'T f.ltll,V TO THE SAT/.SFACifltJrC.ALTR./IV.5'/? --' -- CALTRANS NACA/fTIIUH l!JL//0. J-?'s+--------------~----------------;----------;----, BACKFILL UNLESS OTHERWISE; --1---, 11) REA/tJYE EA'/ST. CAT.Ch' BASIN. 7 EA. SPECIFIED ' ' OPTIONAL TRENCH SIDE SLOPE FOR DEEP TRENCHES OR UNSTABLE SOIL INDEX MAP P,i'O?. P.P. LOCATION UL 7. H/W ( INTERIM STREET /NI"' .5.) @ COi/ST. CATCH BAS/Al (TY/'EOL)PE.R CA..!TRA#S STO. OT2, L •.5' I EA. -'-------+--------+---! ·/ 19 REMOVE E.,flST. 5/J. PIPE {L/,Y/T.6' A5 .SHO;//) . /5 L.r. J l() REMOVE EXIST. BRICK (f MOR7AR PLUG ,' JO/II EX. c4' R.C.P 21 CONST. /8" .fi'.C.P. PER P/i'OrlLE O,V SHEET A/0. 7. R2 CONST. 24 "R.C.P. PER Pli'OFILE tJ,V SHEET /VO. 7. 23 CONST. CO#C. COLLAR PEii' C/TY OF IR//111£ STLJ. -.!110 . 24-CON.ST. 4 "C.r. ACCESS /i'AMP ,PER PLAN/ PROr/L.E OA/ S/IE£T A/0. 4. ts TRANS. A.C. BERM rROIW B"C.r. TO O"Cr. PER DC.TAIL 0# .SHEET NO. 2. @ REMOVE SALJIAGE ff RELOCATE E,1'.POJf/£R POLE (CY OTHERS) CONST. CATC/1' BA.SIN (TYPE/JL. )PER CALTR.A,VS STLJ. 072 L. -=</0; CON.ST. PIPE T,f'A/V.6.(..!ATER.AL N't:J. 2) PER DETA/L ON .S//EET #Q.T. 29 1xwsr. a121cx ,; MoRT,4R PL uo roR z4° R.C.P 80 COAi.ST. ,P,/ SLIVER FILL £M.84NKMENT SLOPE AT !>O%MIN. li'ELATIY COMPACTION PER SO/LT ENGINEER'S DIRECTION 3/ /I/STALL ST L/G//T TY/'£/ (/(;,tJOOL)/'.ER CITY STO 2t10-LJ#' ST.LT. PL. 8NT. 8 @ CONST. CATCH BAS/#, : PER CITY tJr N.,5. ST0,3()i,•L " 33 CONST. LtlCAL OE/"l?ESS/tlN PcRC/TYtlrN.8.STtJ.3/J4-.,!. .54 CtV,/ST. CtJNNECTION ASSEMBLY l"EI\" CITY OF #.B. BTL?. .31/?·L 4a CONST. 4"711/CK /"CC. S/OElf/ALK PER CITY OF 1/.8 . .STO. -/80 -L. BG CtlNST. /JVEK-=!f PE PJi'.4IN, L = .30 '; t?= /£," ?ER CALTKAN!S !ST&>. 1?·87 TYP.e' z 38 C/J/V!3T. tl.j'_f".r'SIL7c PJi'.41,V, L•60; t?•t',;t' /"Elf CALT~AAI§ 5TP. P-87 !½, COAIST CATCII BASIN, L•21' ?EJi'CITY NB. ST/7 ,V.P .5'06 40 AOJLI.ST TO GRADE EXIST. MAN#OL.E 41 CtlNST. CAT.CJ/ BASIN(TYPE OL) l"EK CALTl:',t;\/5 STO. L.• /4' 42 CONST. C4TC/I BA!filAI {TYPE OL) /"Elf C4LTA"ANS ST/?. L= El' ~ ~ I;J~=t ST. GR. --------- ---, , I NAr.~ ,_ CUT I F.S. F.L. 0 □ / ---305---- L.£GENO £XIST/N0 ELEVAT/ON SPOT ELEVATION ROUGH GRAPE .5LOPE Z :I STRAIGHT GRADE BOUNL?ARY LINE /RIGHT OF NAY DAYLIGHT FIN/SH£D SURFACE TYPICAL PROP. EDISON POWER POLE STORM DRAIN AND SIZE EDGE OF PAVEMENT EXIST UT/LITY //AULT OR BOX EXIST. CONTOt/R " I EA. 52 L.F. 76 L,.F G EA. 575 S.F I EA· 2 /8 2 LL/l/1P SL/M I ,Z z f,C,80 G,ITO I I I I I I I EA. ,L. .F. EA. EA. EA. EA. .cA. S,R 5.F. £A. ~ EA. Ell. EA. EA. roP or BELJD/f.lc; "B·'uN1.Ess ---t:===~---;----,l_---(' OT/l~RW/.5.E' NOTGD ✓N TI/E COVE/l 121 jMIN, ~ NO SCALE· SP.ec:s., • I · s. -w,--: UNDISTURBED EARTH--{ vis OD. MIN BEDDING A l _ / SPRINGLJN£ \. " /;·x.~ I '\_ '-._ , . 4 MIN./// < /-OPTIONAL EXCAVATION LIN£ . "-' / ~-~ ....-' SHAPE BEDDING AS SHOWN TO SUPPORT R. C. P. ( SEE NOTE.' 10) CASE III BEDING & BACKFILL AROUND PIPE (Load Factor 1.8) a} 11 W11 of springing line shall not be less than the following 6 11 for pipe 60 11 or less in diameter. b) Where cover is 10' or less, 11 W11 measured at the ton of the pipe may be any dimension greater than the above s~ecified minimum, unless otherwise specified on the project drawing. GENERAL NOTES, 1, Use Case III for R,C,P. 2. Bedding A shall be composed of sand 3/4-inch or 1/2-inch crushed rock No. 3 or No. 4 concrete agg1 .. ega te or gravel or other granular material as specified, unless otherwise approved by the Engineer. Materials with a gradation no coarser than that of 1/2-inch crushed rock shall be used for pipe smaller than 27-inches in diameter. Bedding shall be composed of sand or other granular material as specified, unless otherwise approved by the Engineer and shall be completed prior to placing balance of backfill. 3. Bedding B shall contain no rocks larger than 4-inch in greatest dimension. 4. Where rocks are included in the bedding, 11!lesting11 thereof will not be permitted, TYP. BEODING DETAIL PER ,t..A,C.F.C,O. 9TO, 2-0177, CA5E.lJl: EST/MATEO EARTN!l'✓ORK QUANTITIES 5{//i',FACE (Jr r/RM EAlf'TII MATERIAL OESCR/PT/ON SUBGRA.OE EXCAVATION EM8ANXMEAIT ( SLOl"E ll::,.sL./VER FILLS) ROAOWAY EXCAVATION ~LIEJ TOTAi. IMPORT TOTAL CLIT FILL.. 3, 2G7 C.Y. 4.J~II 9 .J 3 7G ' ' /4-J 287 /4.J 28i C.Y.14-.,287 c.r. - c.r. 14,287 er: C.Y. c.r. COMPACTEO FILLS MUST BE BEII/Ch'ELJ IN TO SU/TABLE MATER/A LS AS 0£"TERMIN · I t,1/'_'I.. BY SOILS ENG/NEER. f. '?' 5t-OP f./0 -;:- rft.L-:AL-r;1<0.!f---; -roPJ:!, :--- • tJ ,11-ril0--(;;r/it!!:--i--:~'7.l;!'""- 1/-::::;~ 11!!3, ;,-i I J \ ~ ~ 1<&,:::.-:---4 'TYP. ~----::--L---~-T /VOTE: THE CVT{?VANTITYESTIMATEO , -2% J • VARIES DOES NOT/NCLC/OE REMOYAL. OF '"'""-' ~ UNSC/ITABLE MATERIAL OR CUT 12 PROOVCEO .BY .BENCHES, MIN. T#E CO/I/TRACTOR SHALL REFER TO THE PROJECT" SPECIF/CA,770/VS FOR APPROPRIATE 7VPSOIL. . PROCeSS/AIG ANOSIIALL. EST/MATE T,L//S ITEM ANO MAK£ AN ALLOWANCE, TYPICAL.BENCH/IVG Fill OVER NATURAL I N.T.S. .ST,4. /SE f-20. BG I 5,:;' 1/LT/M/?T,E 52' INTE/?/M G' l'A/1'/ES /"l?ON4:J.G7' TO e,' 36.;? '{ON toO-'/f TAPER) 7 IIALr ST/?cET .SECT/ON OIVLY. FHOM STA. /SS,.S0.00 TO STA. /G8,'2/.00 IIALF .STREET S£CTION OAILY. rHOM STA. /S!!),'50.00 TO STA. /G4>'00, 00 ! so' OR YAR/ES I C/TY' OF .N.S. 1 C/TY OF /,RJ/'/A/6 /, G' OIi ,,,.,,,,.~ I ,!; ,; 12' / TRA#S. r/?tlAI 5G' TO MACARTHUR eJL.l/0. @2xt; "l?EtJWtJOtJ 1/EAOEI? (/N'T£,,P/.¥ ST/?E,ET /MP:S) '?.;,12 BATTERz. ~~ I A.C. OJ/ER A.8. /".ER ,OLA// YA.RIES r.ROM' .52' TO 4~ ,;;7' / @ro STA./S!!Jl45. 0 0,1/L Y • \ z' -(TYi'-) P.f'OP. 8:/ SLOP£ TYPICAL. 8':A.C. .BEHM DETAIL 7 ---,, 25 '"----. --- IIAL,F 57/?EET SECT/0/1 (}A/LY. r/i't:J,Y STA. ISiJ,'20. 8G TO STA. /S!'lfSO, t:JO /l;fLr 5Tl?EET 5ECTIOJI/ O#L Y r/i'O,,S,, STA, /S.¢,<4(}.00 TO STA. /5~>'St1.00 ao (T'IP. £A'. GRtlLl//0 rROM STA. /58f T5.tJtl TO STA. IC01StJ. 00 r/i'OAI ,ST,4. /$NSO.t10 TO 57A. /Gf!fS0.00 A.C. BEHM TRANSITION DETAIi-TO THE BEST OF OUR KNOWLEDGE·AND PER INFORMATION PROVIDED TO US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- BUILT" CONDITIONS. PREPARED IN THE OFFICE OF .. '.: ., ' ,, ' . }~~1J~~!Jgl~2 8R-';Pfi'.Jl TYPICAL SECTIONS ® DE TAILS --& REQUIREMENTS ONLY. CITY ADAMS/STREETER 1----1---1-----------r----r ~ii ~~3s~~l/?~es~0:cc~v. MACARTHUR BLVD. WIDENING CIVIL ENGINEERS, INC. \.._~ a_n lQJUlb-3,l~~t.,; • 17981 SKY PARK CIRCLE, SUITE M /\ AOO SL/YER Fllt r, rrRS.iCTIPNSfQ{////ITITIES, ~ 7~ TRACT N0.12309 IRVINE, CALIFORNIA 9 714 • P ONE 714•250•1540 0 __ /, ' I _'t.J..::-.::::1~+5:'..1/..:_"l:_:8..:_G-J----------------t--fiCilTi,Y;;· .;Ef,Nf'G,.;.R ·:.....,·,· .;;;.,;;;r-o_A_T_ET ________________ r------"1 ,(/_ , -2: -=n7 IZ. 'lo/85 I-DESIGNED DRAWN ,r~ DATE BY DESCRIPTION APP'D, L. e,, /.It-(ITV OF ~JE\"JPO!tT llEACH. _ lJAY/0 FRAT.TONE' R.C.E.24G9S DATE i 1--J __ ,L ______________ ...J. __ i,;C:;;H;:;EC;;;K;;:E;:;O----t;;D:;;AT"E'---------j ,=XPl/i?E-S PEC. SI, /98!;) REVISIONS D. r. 12/9 / 8.S PUBLIC WORKS DEPARTMENT SHEET 2 OF I~ .I.#. 85-350 =1 ' I . I ( / ( I . I + ___ , ~-:~!...: -··--· ,--··· ' --·. ' ' ~ ' ' . ' ••• > ' ' + .. ,~ ··--·· . ----- r -- -· -'---.. ---,-- 11-----. 0- @- TOT.@- TOT.©- (1~ @- .!1 5"47'49' /0°33'/4" l/"30'0011 5 "4r;;' /4' 2· /0' 2.;11 '._,_ 2"10'2G,, CURVE .OATA R L T 2000.001 .341. 98' /7/,41' IG7S35' 308.GO' /S4.74' /4.0 L.r. ! 2000.00' 40/.43' v 20/.391 205400' ;?Ot;;.87' /03.$2' 2000.00' 75.88' 37.95' 2054.00' 77..93' 38.~7'· MACARTHUR BLVD. • I --·· ' t--·: ... ' --· : : . -. '=+40+-,·····-· E_.XIST. TRACT I NO. i?OO. 00' 5t/PE/i'ELEJ/AT/OI/ TR ,1,V5/T/0,V P-'i'OM 2.. 8 ¼ C/-?055 5.LO.PE TO 2./?¾ /1111/, 5t/PE/f'ELE//. . . PLAN_AND PROFILE OF IMPROVEMENTS FOR PREPARED IN THE OFFICE OF ADAMS/STREETER MACARTHUR BLVD. CIVIL ENGINEERS, INC. FROM STA.133•85.00TO 142•50.00 17981 SKY PARK CiRCLE, SUITE M IRVINE, CALIFO IA 92714• PH N~ 714•250•1540 NEWPORT . NORTH TRACT N0.12309 ~ ;z,f,:/4~ _DAVID FRA TONE R.C E. -24 695 DESIGNED DRAWN L = /. R, DATE -1--.....l...---'--------------_j_--l-==·:;;~;c-. __ t;;-;=---7 CHECKED DATE o. F. IZ/'!J/ 85 DATE BY DESCRIPTION REVISIONS APP'O. CITY OF ~JE\"JPORT BEACH • PUBLIC WORKS DEPARTMENT SHEET 3 OF Jq) ././✓. B5-350 '. I .·' ,; ., . I ! i I_ -.. / CITY OF COSTA ME SA VICINITY MAP ' - -·-we-··- ' t----t ., ' . - I - 0 STORM ORAIN 0 r t +-----+-- : d-~- t ' • ' ' -' ' ---~~--.. ; - -: -j-• - •-----+---. i EXIST C!/lf'VE PATA ,R L 45.0' 34.58' 45.0' 40.04' 45.0' ,e5.7.3· •· ' ' ' + ==I T /8. /!)' ,?1.45' /,? .3/' /.3. c .3' - + --+ ' --+ - - • f :-"'.'-L :_ __ --_f-_ -i-- f - -• • - - • l'L -=--I-- -· -•- -+--- --±=-· : ,/. ., +-.. .--_-J ' ' ' +--•-• ' ' _j 'FUT - ' ' ' • I - : : . r= = • • t - - t -, '. _..:..:......:....:.....+ ---r - ,, I ----+- .. ' t------=---t ' ! ' : -----· : : ... -J_ : -. ; ' i I i.OT 5 -- 0 CURB {" GUTTER---.....___ ---.1 - - t -. : • : " --t -+-_,. -----~ -==-. t •• - -. . . .. . . lltJK/Z.-:/ '-d-. -ll.E&T<"1• i' "'! j -<----- ' ,, ' r=J f .: : I ~ 4 ~-~---woPOSEO St.O?c PEA' tf'A'AO/Nt? ?LAN Tit' N<' /c.30!) i 3 ,--.30' J'OtlTHEl('N CAL/I': --• s ,.701' --J'LO?E ~c'. I """ ---=-----------::=: 1 --- EO/SON EASEMENT -, -___...-----, -----------TtJt, S-LtJl't, u 1,0 151 I ' ' ,I-/4!1 ---------~------------------- , I. \ "MAC ARTHUR BLVD. t/LT/MATE J'Tl('£ET /M?l('tJ//EMENTJ' Feli' J'E/"ERATc J'TA'EeT PLAN 7A'ACT Ng /L'.30.9. SC4L£, /"=40' " NOTE: , -r -~'$:~ ¢: ~~-+ __ ---,f-_ ·---.... ~ I NO WORK/$ 1?J SE PEli'rORME{) J1/ITIIIN TIIE E)(IJ'T/N6 S-TATE ti7W. ALL WOli'K J'IIALL OE ,PEKrOl?MEiJ W/Tf-1111 TIie CITY Or NEWl"OKT BEACH A"/W. • \ \ ..... GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC -IMPROVEMENTS SHALL CONFORJ-1 TD THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARDS SPECIFICATIONS FDR PUBLIC \IORKS CONSTRUCTION 1985 EDITION AND SUPPLIMENTS. 2., STATIONING REFERS TD CENTERLINE OF STORJ-1 DP.AIN. UNLESS OTHERWISE SHOWN. 3. EXISTING UNDERGROUND UTILITIES ARE SIIO\IN AS PER AV,\ILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERlFYING TIIE ACTUAL LOCATION AND ELEVATION , IN THE FIELD PRIOR TO BEGINNING CONSTR'.JCTION OF THE NE\i FACILITIES. i 4. CURB DATA REFERS TO FACE OF CURB. • 5, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, C~LOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS. ~ 6. ALL UNDERGROUND \iORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS AND DRIVEWAYS. 7. SEWER AND STORM DRAIN MANHOLES SHALL DE LEFT n°:l,LO\i PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS TN PU.CE. 8. STDRJ-1 DRAIN LINE DISTANCES SHO\/N IN PROFILE AND IN THE ESTIM!.TED QUJ.NTITIES ARE HDRIZO:-iTAL DISTANCES. 9. THE CONTRACTOR ( S) SHALL REQUEST INSPECT!ON FRO!-! PUBLIC WORKS ... DE?AR'fMENT l.iS HOURS IN .t..DVANCE OF PERFORMING ANY WORK (611/4-3311). 10. STORM DRAIN LINES SHALL BE BEDDED PER C!TY STD. 106-L. 11. N-/Y WORK TO BF PERFORMED WT THIN TEE RIG:iT-or-h1AY PERMIT FOR CALTRANS. 12. STATIONS SHO\/N AS STA. O+OD ARE STJR'·I 0+00 ARE CENTERLINE STHEE'l' STAT!ONS. CENTERLINE STATIONS. DfcUN STATIONS. STATIONS SIIO\i AS <t_ ST. STA. STORM DRAIN STATIONS ARE INDEPENDENT OF STREET 13. ALL CONCRETE SHALL BE 560 -C-3250. le, SLOPE ANCHORS SIIALL BE INSTALLED ON ALL LINES (\Jl!ERE REQUIRED) IN ACCORDANCE \iITH DRA\HNG ND. 31!,-L. ' EMERGENCY TELEPHONE NUMBERS SOU I HERN CALIFORNIA GAS CO:V,Fl'NY SOUTHERN CALIFORNIA ED!SON COMP/-.NY PACIFIC TELEPHONE CO!-\PANY CITY OF NEWPORT BEACH (SEHER, WATER) 1~800-422-4133 835-3833 I 800-422-4133 640 301 I UNDERGROU:-.'D SERVI CE UNDERGROUtm s:Rv I CE G 1 L GO:•'t!:Z CONSTRUCTION NOTES S)UANTITIES @-Rerrove and disJX)se existing 54" R,C.P. stonn drain. Limits as shown per plill1. @-Remove existing concrete collar and PD?tect • existing end stonn drain for join, @-rnstall 54" R.C.P. stonn drain. D-load per " profile. @-construct reinforced concrete collar ~r City of Newport Beach City Sta. No. 313-L. '@--Rerrove existing mmhole structure and, protect existing end stonn Md stonn drain lateral for join. @-construct manhole No, 2 per City of Newp;,rt Beach Std. No. 307-L. @-Rerrove and disp:.)se existing ~ole dam to top of existing pipe. , t-@-Bulkhead toth ends of 54" R.C.P. stonn, fill• pipe witJ1 2 sack slurry arrl ubanclon in place. @-rnstall 24 11 R.C.P. storm drain laterals. D-load , per profile, Plug encl pipe with br.ick & n-ortar. @-Protect in place. @-Rerrovc and dispose e.xisting 24 11 R.C.P. stonn drain. Linlits sham per plan. ®7-nulkhedd end of 24 11 R.C.P. lateral, fill pipe: with • 2 sack slurry and ubanclon in place,. NOTE' COO/fOINATE 5Lt/A'l('Y OAC'KfiLL OF E%/ST/N'G' .5,:r.• ~C,,P • ST01'i'M LJRA/N WIT.II C/TY Or NEW?O,'i'T OEACII /"t/OL/C' WORKS /NSr'ECTtJ,R. St/OMIT St.t/KKY OEL/VcKY TICkcT.S TtJ Pt/BL/C WOA'KS /NS,PECTOK. ~ ,, 45 LF , ' 1 EA 516.84 LF 2 EA 1 EA 2 EA ·l EA L.S. •• ' 24 LF 30 LF IS , Pi'UVATI: EtlGlrJe::en·o fJOTICE TO CO~JTnACTOn Tho oxistenco and location of any underground utilities or structures shown on those plans are obtained by a search of available records. To the best of our knowledge tho re are no existing utilities except. those shown on this plan. Tho Gontractor is required to take all precautionary measures to pro- tect tho utilities sh0\1n, and any other lines or structures not shown on these plans, and 19 responsible for the .protection of, and any damage to these • Construction controctor agrees that in accordance with generally accepted construction practices, construction contra~.tor wil! be required to assume sole and complete responsibility for job site conditions during the course of construction of the project. incltiding safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and constniction contractor further agrees to defend, indemnify and hold design professional harmless from any and nil liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. NOTIC!E CONTRACTOR SHALL VERIFY ALL CONblTIONS AND Dl:':.i:N- SIONS AND SHALL REPORT ALL1 DISCREPANCIES TO THE ENGlr-!?:ER PRIOR TO Tli:E CO:'.1- r.lEtJCEr:OENT OF \'/ORI{. PREPARED IN THE OFFICE OF ADAMS/STREETER CIVIL ENGINEERS, INC. A~D ,1 A /J/J;J :===:==:=======:=:-dwJi/!lt CITY eNGINcc~ /G7!!Ji • PLAN AND PROFILE OF IMPROVEMENT FOR RELOCATION OF EXISTING 54" S.D. lines or structures. - 2/76 DIETERICH·POST CLEARPRINT Cdifomio Council ofClu:I Ens!n::cr, &1.and!urv~ar, 17981 SKY PARK CIRCLE, SUITE M IRVINE, Cf\UFORNIA 9271j • PHONE 714•250•1540 ' ,11. • -z ~t/Z, :,/4/4";; DAVID FAA TT ONE R.C.E. 2~695 DATE f DATE BY DESCRIPTION REVISIONS 1 _ .J-E, ND DATE !J_('/2l_/(J. 19t9S ' i NORTH FORD TRACT 12309 APP'D. DESIGNED R DRAWN Ii, l<'H CITV Of ~JEl,"Ji>OtlT BEACH CHECKED £)le DATE :J/G/,!S PUBL_I\: WORKS DEPARTMENT SHEET / OF ' ...--- I ' ' • \ ·' ,, ~ z i~ 0 0 2ii JJ t ~ m : : i " ' 0 0,. --~···--· --. . ·--· . ·--· ·····-- . . . ---i -+l ... ' _: ~ : ••. : I"·-; -· . : '. • ' . ' -. . --'~ •. i~ _,_ -1$0 ~--';'--'-" ·····-·----···· ' 2 4 @ TOT. .PAl?t.Q ~ B 10 ror.@ PAR'L,®- Tor.@ FAR~-®- CURVE DATA A R L II' 30'00" 2000.(X)' 401.43' 7'32'21' 2000.00' 2G3./7' 3'57'.39' 2000.00' 138.2G' S'4G'/4" 2054.0:J' 20G.87' 5°43'43" /G5.:U;;s' /G5.3G' 20°02'55H EWO.O.?' G!39.B8' /0 52'35" 2000.00' G5.50' 5°5-3' I 4" /94B,00' 200.IG' /052'35' 1948.00' G3.80' 2°28'27" 205G.00' 88.78' /0 52'35" 205GOO G7. 33' r ::&ff T 201.39' 13/. 77' G!J./G' /03.52' 82. 75' 35353' 32. 75' /00.17' 31.';JO' 44.40' 33.G7' TO THE BEST OF OUR KNOWLEDGE AND PER. INFORMATION PROVIDED TO US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- B'JILT" CONDITIONS. ~\AACARTHUR BLVD. DATE BY DESCRIPTION DAVID FRA DATE REVISIONS APP'D. DESIGNED L.B. CHECKED D.r. DRAWN I.R. DATE l2/~/85 FROM NEWPORT ···-···-·· ----· ',Ec-L -: CONSTRUCTION -- . . ' . ' ,, __ . 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M./I, T/!JP CITY-ENGR., '~ • · DATE IRVINE, CALITI~ p11A-~!;!:ONE 714•250•1540 ~&~d'. ;z/;tJ;3. DATE BY DESCRIPTION APP'D. DESl~N~- DAVI D FRATTONE R .C.E. 24695_ IY,1/-t.a, 1---'---'-----R-E-VI_S_IO-. N-5-------'----t-=cccHE=cccKE=Dc---t::-DA:::T=E----1 DRAWN I. R. £X/'l/<'e5 L:JEC 3/./98"' O. F: 12/'!J/ 85 CONST Rt/CT/ON NOTES 0--=---CONST.G"A.C. ,o//ER /8"A.B. ©-CONST 0.25 'A.C. 0//ER 0.6 1 A.B. ~ CONST. P.C:C:CL/RB / GUTTER PEii' CALTRANS • STO PLAN I./A-8 TYPE ,qe-8. @--CONST 4'THICI< PCC5/0EM4LI< PE/? CITY OF ,V.B. STD PLAN 180 -L. 0-::::---SAWCL/T I REMO//£ EA'. AWW'T.(LIMIT PER A'AN) ©-CONST IMR/Af3LE TIIICKNESS A.C. CAP. 0--:::--CONST A.C BERM(8'C£_}PER OEJ;I//L O#SHT. 2. @--REMO//£ t SAL//AGE EX. G ½'10h' CIIAIN LINK FENCE§! REPLACE SECTIONS AS' REQ!D PER CALTRANS' INSPECTOR ff PER CALTRANS STD. A 78-A./. e--/NST,4LL Z'xG' REDWOOD HEADER. ©--l"EATIIER OVER EX.A.C. PAVM'T. t .IOIN TO THE 5A71Sr'ACTION Or CALTRANS l,1/5PEC7VR. @-REMO/£ EX. S.O. 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PLAN AND PROFILE OF IMPROVEMENTS FOR: MACARTHUR BLVD~ FROM STA.153•00.00TO 163•00.oo· NEWPORT NORTH TRACT N0.12309 CITY OF NE\~JPORT llEAtH -PUBLIC WORKS DEPARTMENT SHEET 5 OF ,~ ✓....V. 85·.3.50 / I I • I C:: I/ I ' ----1-- TOT (])-- _© @- To,-.@ PARJ:..@-- © I . t-=::-. ' ---·-- CURVE L1 R 2 8 "5 4 '.35" /500.00' /7"07'02" /500.00' 5"34'1511 1500.00' 28"24'!37" /448.00' 17'//'/9" /448.00' 9" 0.5.1//11 1547. 24' IG5 IG4 DATA L T 756.85' 386.GG' 448./3' 225.75' /45.84' 72.98' 5::/1. G:5' .300.00' 434.40' /73.02' 245.37' /22.941 MACARTHUR BLVD. PREPARED IN THE OFFICE OF ADAMS/STREETER BOA"ROW ?IT EARTIIWtJRK .SUMMARY CONSTRUCTION A/OTES ~ CONST. G"A.C. 0/IER /8"A.8. TOTAL NET VOLtlME tl,Vt/ScABLE hfATEK/AL (TOP (7.5') $h'l'(/NKA6'E (/0¾) ( 4954'MEI)) TOTAL AVA/LA.BL£ //OLt/ME: @-CONST. O . .?S''A.C. OVER O.Ci/. A.B. ~ SAWCUT ~ REMOVE EXIST. PAVEMENT (LIMIT PcR PLAN) @-REMOVE (f SALVAGE EXIST TRAFFIC SIGNAL PULL BOX t REINS7;4LL . ~ REMOVE ~ S'ALV-4GE EX/5T. 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ClO ,,.V.T.S. : ___ , __ - ,------•-- VARlffS r-2' ----------------------------------------- --------------------- I I)-r,.i.111 j I j ----of' I ' --'-- I I i -@ ' _,_' ~---'--------I Ct7AIS;f C(),V#cCTION ! , ,.,.~er, -r1SSEMBt-Y-f P'EK -~-vft-r~=----'--------1 Cf,TY t?,C: tV 8. ~W 3//?·L I ~------ [ - - ! -- -¼\ ~-; ~ 1--¾ ~ --IS :c.~------_;_--'----l I 'I.'-!-'"") - • --=-",-+--r-j -~ ~~! ~ ~-c-• ---~'--+-~. -1 Iii ~ 'I,":, "' • - - I ' ! I --I. ------''------"~~-~--~-----I LATE~AL J STA. /47~/4.50 IIOK/Z' /'• 40' VE'KT: l"=Z' LOCAL DEP/f'E55/0N C.B. #!'7 it g7',4_ 147 r /4.30 " AS BUIL'f'q; TO THE BEST OF OUR KNOWLEDGE AND PER INFORMATION PROVIDED TO US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- BUILT" CONDITIONS. APPl10VED FOR CONCEPT & ADHERENCE TO CITY STD$, ADAMS/STREETER & REQUIREMENTS ONLY. CITY· JS NOT RESPONSIBLE FOR STORM DRAIN DETAILS CIVIL ENGINEERS, INC, DESIGN A~S~~JPAIONS& ACC'Y 17981 SICY PARK CIRCLE, SUITE M l---l----+--------------+----1G:;fJ)/ ~ *S-/8' IRVINE, CALIFO IA 9271 -PH E 714•250•1540 CITY ENGR. DATE ~ ~&,€.-/~//d/215 1---+--+-------'------1---1-;D:;cES;:;:IG:;;:;NiED~-,~DR;;-;A:;::WN~::..:,.:.;=-t------------,-------J DATE BY DESCRIPTION APP'D. R.h'. ~ I/. CITY OF NE\1\/PORT BEACH CHECKED DATE PUBLIC WORKS DEPARTMENT 0, F. 12/ ::,/ 85 DAVID FRAT TONE R.C.E.24695 DATE REVISIONS SHEET 7 OF ,~ I .;.,v. as -3so -~ ti ' !)\ I " C " l'li (r , 'i IJ . ~ " ~ '\I ' 6 )_l \; ., I (; \SI t \ \ 11,,0 z EXl:5TING E.LECTROLIER PROPOSED ELECTROLll!R C NO. 3-'1? puu...aox /Vq/' CONDUIT s '3 CIRCUIT DIAGRAM LEGEND ::D ISO WATT, e-4-0Y MULTIPLE.,HORIZONTAL !'JIIRM/NG,HPSV CUT OFF LUM/NA/RE t tii!O AMP-SREAl<ER --6 AWG MUI.IIPI..E STR/!fET LIGHT CONDUCTOR ~ERV!CE. <:At,11\j!aT =c.o. l'lSEOr>olr<T CIRC(JJT LOAD CHARACTERISTICS CkT. I LAMPS TOTAL CIRCUIT WATTAGE VOLTAGE. DROP 750 "f.51 -- -- 59 CIRCUIT DIAGRAM LEGE.ND % VOi.TAG£ DROP 1-88 Rw Rw ::::0 150 WATT, i!40V MULTIPL.E,HOR/ZONTAL 8(/flNJNG,HP!iV CUT QF"F LUM/NA/RE i 20 AMP-BRl!AXER 2'i\•0Z. eB•!>'J.~S ._ LA SA.LUO .5 9 --6 AWG MULTIPI.E.. STREET LIGHT C0/1/DIJCTOR. R "" ISt..+95.18 't..J.Ot.M80RE.E 0 .. 00.00 UNIVl!R!>ITY MODIFY E>CISTIN ~ERVlce: AS REQUI FOR NC!:.\IJ LOAD• {TO eE, OETERMINli.0 8( COti~AC.TOR ANO ISON) A ' ~ --- Utillt1es shown on the plan are based on available records Contractor shall take extreme care 1n avoiding damage to existing utilities_ Contractor shall contact u•ility Ag2nr!es t.f"'I determin8 exact !ocat!'Jn pr•or to e-:cavat. .:.n CIRCUIT LOAD C/.IARACTERISTIC5 CJ<T. LAMP5 I 7 l:C)JSOl'i CO. ,...,, . .-, VJI\ULT-F'ICE.D 'POINT CIRCUIT o/o TOTAL VOLTAGE. VOLTAGE WATTAGE DROP DROP /050 9-53 .5.97 IN.TURC.l:IP'r EXl:tTINQI. STREET Uc.a-\T C)RC'UIT .A.NC e'XTENO Tb "Ae:w Uc.t'IIS ~ SttoWl',l. 5EE GZNERAL NOT£ ''L.'' . 2i,,.00 5 !!) CIRCUIT LOAD CHARACTERISTICS C/<T. I 2 .8 EDl'SON CO. Fe.ED 'POINT ~JC'lc'.. C~lNl£.T LAMPS 5 8 4 TOTAL WATTAGE. 750 /EOO .360 CIRCUIT % VOLTAGE VOLTAGE. DROP DROP 7./0 P.9'° 10.56 4-.+ 4./6 1.7 CIRCUIT DIAGRAM LEGEND .::0 f :::m, 150 WATT. 240V MULTIPLE. ,HORIZONTAL BURNING,HPSV CUT OFF LUMINA!RE:. 6 AWG MULTIPLE. STREE.T LIGHT COND{JCTOR 70 WATr. 240 V MULIJPLE. HORIZ0/VT,4L /3tJRNING, HPSV CUT OFF !..UM/A/AIRE" f[Jf [ ;: 100· GENl!~~L NOTE.S :1 A. B. C. D. f. F. G. H. I. ALL Elf.CTR/CAL WORI< SHALL COMPLY WITH THt: LATEST AMENDED EDITION OF THE. NATIONAL £LE.CTR/CAL CODE, ALL STAT£. AND LOCAL CODES , AND CITY .STANDARDS. ALL STATIONI/\IG IS BASED ON CENTER LINE. OF ROAD. CONDUIT LOCATION TO BE PER STD IOJ-L. CONDUIT SJ/ALL BE J-Y4" NOMINAL DIAME.TER PVC. '":ONDUCTOR.S SHALL BE. N0.8 AWG TYPE. TW COPPER =ts AWG. CONDUCTORS FROM PULL BOX AT BASE. OF .STANDARD TO THE. LU/VIINAIRE SHALL BE NO. 8 AWG TYPE. TW COP?IE.R PER STD 2O4-L ANO eOS-L. CONNECT A N0.8 AWG COPPE.R WIRE. FROM EACH LUM/NAIRE. TO A GROUND ROD IN THE PULLBOX AT THE BASE OF EACH .STANDARD PER .STD 2.05-L. SPLICES SHALL BE MADE. IN PULLBOXE.5 BY ME.ANS OF E.ND·TO·END CRIMP TYPE CONNECTORS PER STD 204-L . PULLBO'XES SHALL BE NO. 3-~ PER STD 2.0S·L. INSTALL A PAIR OF IN-LINE. FUSE.S IN THE BASE OF POLE PER STD 205-L. CONDUIT ENDS SHALL BE. SEALED PER STD 204-·L. i ' J. K. ALL CONDUIT, WIRING , CRIMPS . FITTINGS, PULLl30'JfE5, LUMINAGRE.S, I POLES, ETC. USED ON THIS PROJECT SHALL BE. U.L. LIST£D i n 59 !7+E:.O L. /11. \\ AS BUILT II AND APPROVED FOR APPL/CAT/CATION USED. EXISTING STREET LIGHTING CIRCUITS TO BE MODIFIED OR RELGc.:r-1::·c SHALL B£ MAINTAINED IN NORMAL CPERATION EACH NIGHT. THE. ~iC.'5T FOR TEMPORARY WIRING ., IF REQUIREO • .SHALL BE INCLUDED IN THE COST FOR STREET LIGHTING CONSTRUCTION. STREET L/GJ-ITS CW (LJESTERLY SIDE QF LA VIDA .SHALL BE .A!.A, €C BEHIND SIDCaJAU< PER D€TAIL ON .SHEET .c'.3 . CONSTRUCTION NOTES: {THIS SHEET) II] CO/YSTRUCT TYPE I 5TR£ET LIGHT 'i Pl/LLBOX PER CITY STDcOO-L'i E05·L.(c7:..9"MH7'8'AR/'1) @] CONSTRUCT TYPE N .STREET LIGHT ( 150 WATT) fPULLBOX: ?ER CITY STDe03-L ~ e05-/.... (35' MH lf8'ARM) ~ CONSTRUCT TYPE I 5TREET LIGHT 'I PULLBC;.¥ PER CITY STD cOO-L'i1 cOS-L.(i!0~9"MHe 4'ARM) [!I /N5TALL NO. .3-lz. PULL/30)(. @] IN57ALL /-1/4-11 CONDUIT. ~ INSTALL.SERVICE CABINET. (CITY STD. 20(:,-L) TO THE BEST OF OUR KNOWLEDGE AND PE~ INFORMATION PROVIDED TO US FROM PROJECT CONTRACTORS THESE PLANS DEPICT TIU; "AS- BUILT" CONDITIONS. @] PLACE SERVICE CABINET AT THE R/w AND FACE TOWARD .STREET. @] /N5TALL ..3 "'6 AWG LIGHTING CONDUCTORS . @] INSTALL e.'' CONDUIT . .3 #8 AWG ¢ .3 ""6 AWG LIGHTING CO/YDUCTORS . APPROVED FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS f, r, I •' ?IIEPAIIED UNDEII TH& 5UPEIIV1510N OF ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY • -1111 ___L , ------------------,.---, ,;;..;..;..;......;;;.;.=-=.;_------------~ _..,--t,/4,..£)-:0, DAn4-·•-e,'-p, APPRovEo ~ STREET LIGHTING PLAN fllll!lEIIT WILLIAM DICKSON ll.C.H. No. 19417 C0 -~-e~ 1---1---l---------------t------l n~ /)CJ.. /;J EXPIRES 9-30-89 --~..Yd![,_(£ _ _ff. NORTH FORD TRAFFIC ENGINEERING CITY ENGINEER ~ 1-1erman CONSULTANTS ~ kimmel and Associates, Inc. 3300 IAVINE AVENUE. SUITE 180. NEWPORT aEACH. CA 92660 (714) 802-8616 95-~1, CATE BY DESCRIPTION REVISIONS DAT '8 BC APP'D, DESIGNED DRAWN RP6 pe, CHEC~Ell DATE HWD ,e-ss TRACT Nil 12309 CITY OF NE\~JPORT BEACH PUllLIC WORKS Dl,PARTMENT SHEET 6 1F j~ -~. _, ,. ' ' ' --. -, i II r:J ;, :; / /~1•8~.0!! 'ii JAMBOREE O•oo.oo 09\.M!H.IBACJ<. ~ MD @1 ()) @] I ;) RW [>----========~~:::::::-~. ---......::::::::--.. 2 I e 2 I 13~• 3?> -·-131 ... a°!' lNSTALL .!IER\IICa CABINE.T AT R/-., AND F.AC.E T0""AR0 STRE.ET. E'k'ISTINCe EOISOl'-l c.o. W\UL.-T RW -}- ' \ li!lo• 17.IB ~ INT. JAMBORl!E RD. -(O+lb.00) BISON AV!.. I WI I -' I-s 'ii u SERVICE. CABINE.T .5/DEWALK TYPICAL /NST;d.LLATION FOR ALL LIGHTS ON BISON AV€. Ar THE:. l3US B<IY AND 0111 THe Wc:ST€RLY SID£ QC" LA VIDA • E.Dl~ONCO. VAULT CIRCUIT DIA!iRAM LEGE.ND =:o 150 WATT, iMOY MULTIPLE,H0/7/ZONT.llL EJ(.JRNING, HPSV LUM/HAIRE t 20 AMP-BREAKER 6 AWG MUIJ7PJ..E .STREET" LIGHT CONDUCTOR CIRCUIT LOAO CIIARACTERl5TICS CJ<T. lAMP.S I 8 TOTAL WATTAGE IEOO CIRCUIT VOLTAGE DROP /0.04 % VO..!TAG£ .O,ROP 4.18 Rw 14t-OO 8•05.Oc! i CAMELBACI<. =o•-o.oo A.A FEUCIOAO 7+60.5 b+-eo 6 1N5TALI-SEP.V t:E CAelNET 3.00 ATf\lwAND FI\CE:. ~D !ITREET. CIRCUIT DIAGRAM LEi'iE.ND 150 WATT,240Y MULTIPLE,HORIZDNrnL :::0 BURNING, HP.5V cur vFF LJ.JMINAJR£. t 20 AMP· SR£AJ<£R ---6 AWG MULTIPLE. STREET LIG!-rr CONDUCTOR 70 WAT,, 24-0 V MUJJ7PL£, HORIZONTAL ::::::J&I BURNING , HP.SV CUT OFF LUMINAIRE CIRCUIT LOA.O CHARACTERISTICS 9 &+-So ~ERVIC:E CABUIET fEED POINT EDISON CO l"ULLBOX Cl<T. I e .S.,79.07 It. LA f'EL.IC.IDAO S •00.00 LA. SAl.UD l•OO TOTAi.. I.Al"IF'.S WATTAGE 6 740 7 /050 150•.35 IN!)TAL.L.. 'RE.L..Qc.ATe: ' POL..E: AT SEE GENERAL NOTE "'L .. eAC:11: E0Ge OF .S L)< A'5. SHOIN'N IN De'TAIL Tl-US T ~ CIRCUIT %, VOLTAGE VOLTAGE DROP DROP 5.ee e.1a 8.77 3.6.5 MODIFY EXISTING 5E:RVICi: LEGEND EXISTING EL£CTROLIER i NO . .3-'-:e PULL;;. Jl/4" CONDUIT CIRCUIT DIAGRAM LEGEND 0 ISO WATT. 240V MULTIPLE,HORIZC • ..,'AL BURNING, HPSV CUT OFF LUl't'IINAIPE t eo AMP-BREMER ---6 AWG MULTIPLE. STREET LIGHT C('/'"., .• "OR CIRCUIT LOAD (l-!ARAC,""E.RISTIC5 CIRCUIT '. ., ·' ' ' • TOT,' L Cl<T. LAMP.S WATT,:GE VOLTAGE I VO.'TAGE • DROP I DROP I 6 900 10.6 ' 4.4 ,; CON5Tr.UCTION NOTES' ('THIS SH/:.ET) FOR GENERAL NOTES SEE 51-1£ET ..B_OF ...!2_ III CONSTRUCT TYPE I .STREET liGt;T ti PULLROX PER CJTY STD cOO·L'I 2o5-L.(c1~9~MH#"B'Ai~) ll] CONSTRUCT TYPE Ill STPEET l.!GHT tPULLBOX PER CITY ST .. , a,3-L '1 205-L. ,...,5, MH (8'ARM) @] CON.5TRUCT TYPE I STREET lJG'JT l/ PULLSO),; PER CIT/ STD cOO•L; 20S·L.(20'-9"MJ-li -?' ;NJ) 111 INSTALL NO . .3-!z Pl i..LBOX. Iii INSTALL !-1/+" .r it/DUIT.. [§1 INSTALL SERVICE CABINET. (CITY 5TD ·-··;-I.) [Z] RELOCATE E')(ISTING TYPE I ST.llNCi...RD (C, ~v STD eOO-L )AS SHOWN. i@PULLBOX AND REMOVE FOUNDATION. l!ZJ IN.STALL NEW CONDUIT AS .SHOWN AND SPLICE EXISTING CONDUCTORS /IV NEW PULLBOXES. [!] /IY.57All .5 ..,...6 AWG LIGHT/MG COl't/D<JCTOR5 . lg! CONSTRUCT TYPE II STREET l/GHT9PULlBOY PER CITY STD eOJ·L. !'i' eos-L.(".34-'9"Ml-.'fiff:.'ARM) ~' /IYSTAll. PtJLlBOX' IN €Xl5TIN0 CONDUIT RUN 144 +.37.29 i: JI\IT. MAC ARTHUR CAialNET TO PROVlOlc: AOO\TIONAL CIRCUIT BR.EAKER<:, FOR NEW LIGI-\TINC.. CIRCUIT " AS BUILT " TO THE BEST OF OUR KNOWLEDGE AND PER INFORMATION PROVIDED TO US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- BUILT" CONDITIONS. .. !1 i ! I • " " ' ., ~ J i I ,, l'R!PARliD UNDEII THi • UPEl!VISION OF ~4,-4 &.._ DATE -S-4-·e,lc, EXP. APPROVEi) FOR CONCEIT AND AMRENCE TO ClTY STANOAR,.o_s_A_N_o_RE_o_u_1R-EM-E-NTS __ ...., ___________ ,-1•i ONLY. crrY IS NOT Re. '"O~'SIBLE FOR DESIGN ASSUMPTIONf AND ACCURACY. :~===:===================================:Arr~ HILDEIIT WILLIAM DICKSON n.c.R. No. 19417 (0 -=~ EXPIRES 9-30-89 - CITY ENGINEER TRAFFIC ENGINEE:.f-<11\JG "'t-terrran CON5ULTANTS \5' kim,Tlel and Associates, Inc. STREET LIGHTING PLAN · NORTH FORD TRAC"f N.Q. 12309 BG (_~_j_---------+--1~~~;;;:==+-------r----,, 3300 IAVlf~£ AVENUE. !•UITE 1 BO, NEWPORT BEACH, CA 92660 (714) 852-8616 DATE BY DESCRIPTION APP'D. 'DES~~<:, DRA~~ (ITV OF ~JE\"JPORT BEACH I : ;'HECK ED DATE -' REVISIONS HWD IZ-85 PUBLIC WORKS DEPARTMENT SHEET <:)JlF IC?) i.1 '------------------------------------------------------------------.....:==========-=========:=.;..L ______ _:.::.:.:;:.:.:;.:.:... ______ ,_L. ___ _._ ___ _._ __________ ___. ____ 3~sV-=--~ ' .( .. --c; ., • " □ -· 1' i " " ' , .. - ' o: ,,, I, ,1 ' ! cJ _9 - / ~ ~ ~~ 'l ~ \ll ~ i~ ~( N A. At.t. T,Q,4FF/C CONTROl. WORK rOR CONSTRVCTION S/IAt.L COA/rORM TO CAlTRAAIS MA/Vt/Al 8. C. a OF TRAFrlC CONTROlS~ OATl:O l9BS, CAL TRANS STANDARD SPECIFICATIONS AA/0 STANOARO PtA'~,.1 CMTcO Jt/lY 1984-., ORA.PW.A. «/ORK AREA TRAFFIC COA/T,t;>O(. (W.A.T.C.J.I.) /IAA/OBOOK (/985; AS NOTcO OAI TN€ PlAAIS, A'A/0 TH€ S'7'€C/Al P/i'OV/S/OAIS. All lAIV€S SIIAl.l. BE M,,4/NTAINcO AT .Alt. TIMES BET/UEEN TH€ #Of/RS OF 6:oo-9:00 AM A'A/D 3:00-6:oo PM ~Al tl/€cK OAYS. ~AAIE C~OSUReS $#All .8€ AS NOTcD OAI THE~AAIS. SIA/Gle lANE Cl0SVR€ TRAFFIC CONTROL OcVICcS .S#Al{ CONrORM TO CAt.T.li'ANS .STANOA.l?O Pt.AN No. T-1I, OR /I.PW.A. 1985 tvA.T.CII. #AA/08001<. T//cSE TRAFFIC CONTROL Pl.ANS .SHOW TRAFFIC CONTROL 0€VICeS rOR lONG Tl:RM TRAFFIC CONTROl FOR CONSTRVCT/OAI t/M/TS S#c?tl/A/;, /T/S THE CONTRACTORS Rc.SPONSIB/l/rY ro CONFORM TO SHORT Tct;>M TRAFFIC CONTROL /Al ACCOROAAICc «//TH CAlTRANS,. MANUAL OF T,fi'AFFIC CONTROl ;1 OR A.PW.A W.A.T.C:H. MAA/t/At.. A/€/J/ COAISTRVCTIOA/ OUTS/De eXIST/AIG STRel:T /MPROV€M€NTS S#All 8€ ACCOMPt.l5N€D , TO ITS MAKll>ft/MPRIOR TO /MPt.EMcA/TAT/ON OF TH€ /NIT/Al TRAF"FIC CONTROL Pt.AN. SIGN AA/0 STRIPING SHAlt. CONFORM TO C.41.TRANS t.ATEST "TRA,FF/C /J?'AA/1/At.", Jl/1.Y, /984 STANOARO PUA/.5' AcO-A(B, .SUN,OA;;>O SPeC/r/CAT/ONS, AA/.,OT/,/€ SP€C/A(. .PROV/S/OA/S. TYPICAL LANE CLOSURE (lllllr.;..;_ '11 JUHC l"' .... (_ llltlftllUClfll. 11111111P • ... OJ co - !0' "'15a' • , ,, ·i, • a., 0, .... IGIO IOltl IIUD "' Q)(D(D !ID t. Wherl"~~nlc,;i,. ~lffl/F tr; p1z= It JOO !oat s;!Xln& atlill le WCfflZfn!,CIIBcr. 7. M ai:Mr!C8~Sft11S fir l'liGlil la'II ~ WI bit ill.Jmin;iled, Olm !igr!I std !:'I tltnllr lllJmirQled ta iti1Gdcb,t4. 1 All~~~giiins~sl'li!I i»fQUlll!X'd'llflfflff:tQSrctdr,tfflldcsurls. 4. A CIJ "END CONSTRUCTIOr:" ar C1-4 '"'ENO ROAD WORI\ ~ zi ~ std bl l)lzcd ;11 tr» tftll ctlfll t=, dan untm lbt erd el '&Qfr ll'C!I ta ~ II'~ ~. 13;:r px;cu -• I. ll'traCTIJ !arC23) !q'jwud ~Hlt:D 1,C® re-a r,I a ffl!toilaryC11, en Cl'C1 I -sTATE HIGHWAY CDNSTRUCTIOi; NEXT • __ A!ILES-,L1$0aC20~1:1:J th2 rn:a ffltlll!CI mmiffm • I lt!CllfUli( nosu HUI III .,.~ R1II UI( cun, lllllt III .,. I'll &. Al ams lfad Pi»"~ lffla CUff'8 Jim' bill D.mlrtaled trztfi: con:s. 7. l'l:IJttb!; delirlt;tcn, pfzed d CIM'twi 11G ~ ifti21a!ed to, lnllfk: toJld. . ~ be IISaf tn Ilea al CO!ll3I I« t=ytlmi --l~lr!1JIJS9imdb=iCitti:ar Typ;tw~ll l TrG fflllliMWlt Sr,a:irl; ~ C1:1Mt u I lai,:ar sh;I bt ~te!J II dllJMt b Tallb I N SO loot~ tp:Dq .. _ ti!. f(WawllffllspmlsMr!IOll'ICIL\astlfl; "Traffl: COMrOI Systcnl Fcl' l2ll'lt Co:,IJlo Oil~WC:x.::assa::,r.-JS'mt=-o c;wtl ;n:I ~ --- 0 TJC!llf L !Seo"fxt, l) I l50' 1!1111. J --.,P • • • • , *0 1ft J,:t, , 1'tM .--- !::l,ca,S!ll!~ """" I!) ,.. . ,.. ·--Ill cr11r ~-... ~ 3:i"•lr" *""""-"" [ID ,..,,.. ¢=i~IIJ'l'DSI Tt!UI~) -..._d --""""""' ......... -.... ..... ..... ""'"' ,_. (ral• ... ia • a .... ,,. • .. .... "' ,. .. 0.SO•M 11 STATE OF CALIFORNIA io,,...,,,.,.,..,_ ,......, • ..,_ DEPARTMENT OF TRANSPORTATION ., ... ..,,..,..., .,.., TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTllANE CONVENTIONAL HIGHWAYS MISCEI I 4NEOUS DETAILS IT•11 , ... = Construction contractor a·gree,:. that in accordance with generally accepted construction practices. construction contractor will be required to assume s.nle and complNe responsibility for job ,-jte conditions durini,! the cour,;;t of ronstruction of the project. including safetyo~all per:-.ons and property: thar this requirement :--hall he made to apply continuously and not he limited to normal workiniac hours. and cons.trurtion contractor fun her a~ree~ to defend. indemnifv and hold desiim professional harmle:-1:-trom any and all liability, real or alleged. in connection with the pe,rformance of work on this project. exceptin~ liability ari~in~ from thf' solf' nel!liience of design profr:--siunal. I. 3. 4. 5. I. ' MOO/PY TR,4PFIC S/6NAL AT MAC ART#UR 8L.. ANO 80NIT,4 C.4.VYO,V RD. PER S11€ET 18 OF 19 . MOO/rY T7?4FFIC SIC:rNAL OPER.47/0/V Tc) OPE,f;¾JTE .4'& a::]N'CURReNT ¢}/ 4 ¢6 P#.4.S/NG IMPLEMENT P#A~t!: I TRAFFIC CONT.R'OL SIGN/Ne$• 6.m"/PIN6, a:7N/N6 , AA/0 .84RR/C4.QIA/6. M0.0/rY TRAFFIC S/GNAL AT MAC ART#U'~ &. ANO .8160/V AVE. PER S#et=T ..f,2_ Or /9 ~ MOO/FY TRAF/?C S/6.VAL O..PcR.4770-V TO ~TE AS CONCURA?EN T ¢2 4 ¢5 P.#ASING. /MPL..iWt:NT P#A5E zc· 77&4FFIC CON'T...a:JL. f5l6AIIAl6, sm1P/N6, Q:;)N/N6, ANO 84RR/C4.0/NG. M0.0/FY ~4r.F/C .S/t$N.4L OP'51?.477C7N AT MAC .ART#UR BL. ANO eJa.i//774 CYN. RD. TO STANOARO 0Pe"R.4770N Pt:R S#EET 18 O.F 19 -0 J?c:5TX?/PE ¢ S/6N ~R UL.T/MATE mN,0/770N FER TR.ArFIC 6/6NIN6 ~ STA?/PING PUNS. MOO/FY Ti€4rFIC S/6,NAL az:::'601770N AT M.4C ART/.IVR at.. ANO ,8/SON' AVE. .A?R STAN.t:l4RD OP€R,4T/ON PER S#€ET ..!.J._ OF 19 • J&/MBOREE TRAFFIC COAITROI.. .JAMBOREc ROAD TRAFFIC' COAITROl. S//Alt. BE AS A.IOT€0 OIi.i SHEETS _OF . ~ 9" . N-. . ' I c::: CONSTRUCTION I--' OE:LINE:A.TOR ' , I tl CO-T. ~--• El!C.. "Approved for concept & adherence to City stds. & requirements only. City is not responsible for design assumptions & l'llal'AllED UND&ll TM& SUPEllVISION OF --------------~-'r_;;;a"""'lccuracy. II y " FLAG.TREE. (! SI GoN t " TYPE lI SARRICAOE: I; SIGIJ * = 1"VPE m 8ARR ICAOE. I! SIGN 0 = CONST. OEUNEATOR POST. } ► 0 = EXISTING SIGN = NE.W OR TEMPORARY Sl(;IJ = FLASl,IING ARROW 'BOARD SIGN I . " AS BUILT ff TO THE BEST OF OUR KNOWLEDGE AND PER INFORMATION PROVIDED TO US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- BUILT". CONDITIONS, , MAC~RTNUR BlVO. Cdifornia Council ofCMI Eng!n:lcu &l.and~.,m, l./.,jj,,,!'AfJi,._.':;;je+--: DATU ,f-,P-91,, EXP-" rJ'f'OOVED MILO&CIT WILLIAM DtCltSON ll.c.a. No. ~(0 ·=-69. _ rP,;,ld JJ?, /4&1L'. l--,l,--l-------....;;.-----t---t~;IC4t!GINE.ER. TR~f f It (~"1~ijl ~l!U EENER~l M01E~ ~ ~ET~\l~ TRAFFIC ENGINEERING 11.E.1«>. 'Z:Z.04'2 if\ t1erman CONSUL TAN TS DA-,(/.,,-·/ ~9 19.A'C \!!J kimmel and Associates, Inc. DESIGNED DRAWN K+ 3300 IRVINE AVENUE. SUITE 180, NEWPORT BEACH. CA 92060 DATE II\' =1~no;i AFP'D, HWD (7141 052-0GIG CHECK£!) DATE ~/.'8b e!o· 'l>b REVISIONS • CITV O~ tJR"JfOllT DlffiCM RJIIL!C f."0:ll(S Oa>AATt.100 l!KlllT 10 a; I C:?> . i ! L -- ---=-~--'•'. -.~ ==...,-"---':l.~" u.,_::Ll\..;;J ..... .l..El:.:.:::21.E:J!..:.L:...!_ ™~"'--""""""'====-·-=-=-===========================================-=======================================================-========================'"""i) [§] 0 ® (j) @ EXISTING TO REM,4/N FOR GENERAL NOTES SEE SIIEET 10 OF 19 TRAFFIC CONTROL SIIALL CONFORM TO C4LT~NS /985 MANUAL OF TR,4FF/C CONTA'OLS. C<,IAN6ES TO T#/S PLAN S/./ALL 8E" APPROVED ,ay C4LTRANS 9' C/TY OF NEWPORT ,a&:1C/✓,. • INST.4LL OR PL4CE TRAFF/C CONTROL ,OEVICc q" SIGN ANO NECU OR TEMPORARY SIGN 4 POST. PAINT OR INSTALL TEMPORARY PRE-.F.:48RICATE.0 OcTOUR GRADE REFLECT/VE TR.AFF/C STR/PE. SANDBLAST OR REMOVE TRAFFIC .STR/PE .f REMOVE • R,4/SED PAVEA4ENT M4RKERS. RELOCATE 616N ¥ POST. tuORK tL//TN'/N 26' PROM CENTERL/NE .S/./ALL OCCUR ,a/RING tt/EEKEND DAYS OR l3ET/t/EEN 9:a:? ,4M If 3:00 PM ON tt/EEK.04Y.6. Al34N.OON EXISTING 7R4FFIC S/6AIAL ,OETECTOR LOOPS 4ND RECu'T NEW 6 'x 6' TYPE A Li:'.VPS. AS NOTED ON TNE PLAN AN.0 /NST4LL c" CON.OU/T cf 4 -DLC PER TR4FFIC S/6N,4L PL4AI, S/./Ec=T l'7 OF 19 . . st c--+ UJ I (Rt:") 7 ----------------------- ------------------------=---CITY OF ::O~~;::=====-----------_ ------....£~::r:._CC~/Tr;Y~~~~F~2;IR~Re•8S~E!i;A.::Sc:EHC:::::::;::: VJt-JE -- - '· I ---------------- §w41 -------------- ----f --- --- ' - --------=-::::--=----=-,:; ---=---=- -------------' -----1------._ ______________ - -=------_-....,·"------------ 0 0 t!l (() + sl- (() u Ul Ill Ill tJl [- + If) <t I..) o'.l ({) (\l ti) t!l + Lil (() ---------------------- E u. uJ 0 .f) t-+- cO (() ·-- ------ - I ---- 1-- --- ' (\J .f) • ' (V - --- ' • ---t ,n RZ.(55) 0 <Ji 2 0 <( O Cl 0 I-- + 0 oz <t uJ J iO :c u I- <( ~ ~" AS BUIL'.' II j ,--------------------all ....--------------. + TD THE BEST OF OUR KNOWLEDGE AND PER ~-INFORMATION PROVIDED TD. US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- BUILT" CONDITIONS. 'Pl-I A.':» E. :C CON~T1<UCTI 01'.J TRAfF.IC [~NTROl PlAM MAc!RlUU~ ~ijUltVA~D CITY OF ~JE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET II OF I~ : I : I " ' G) @ NOTE@ IJ.J ~ ...J EXIST/NG TO REM,4/N FOR GENERAL NOTES SEE SNEET 10 OF 0 0 o· 0 .. ~ .... NOTE. /9 TRAFF/C CONTROL S.IIALL CONFORM TO C4LTA4NS /985 MANUAL OF TR,4FF/C CONTITIOLS. C<l4A/GES TO T///S PL4N S#ALL BE 4PPROJ/ELJ ,ay C4LTRANS 9' C/TY OF NEWPORT a54C/2/. - /NSTALL OR PLACE TRArF/C CONTROL ,OEV/Cc 4 SIGN AND NEtU OR TEMPORARY S/GN ~ POST. PA/NT OR /NST4LL TEMPORARY PRE-n4Z3RICATE,O DETOUR GRADE RErLECTIVE TRAFF/C STRIPE. S,4N,015L.AST OR REMOVE TR4FF/C .STR/PE ,¥ REMOVE R.41S£D PA ViS14£NT M4RK£RS. RELOCATE 616N ¢ POST. tUORK tU/ T/2'/N 26' FROM CENTERL/NE .S/./ALL OCCUR ,OURINlS tU'EEKEND DAYS OR 8ETILIEEN 9:a::J AM if ,3:00 PM O;V tU'EEKDAYS. -- 0 IP ~ ---- 0 REMOJ/E /6L4NO ,4;1/0 S/6NAL POLE PER S/GNAL PLAN. (S/./EET 18 OF 19) M0.0/FY TR4FF/C S/GNAL OPERA770N <BY C,4LTR.4NS) TO OPER4TE al/TN CONCURRENT ¢/ .!/' ¢6 P#AS/A/tS. \:I Ul Ill <t it ------- --- 7 1>:z.(<>0) Hlll uJ e: ~, l I --- ---i!' ------<O ------------- Ul IL :r ~ I-0 ~ I-' uJ :!! 2 fil <( .J 5 4" WHITE: I-= ~ 8 H Ill ~ :c n. NOTE - i,.; \fl 8 H Ill ~ :r II- 5 4uWH\TE:. NOTE. 'OETA\L "A' (',HEEST ..!Q_) 1---- lt,,8 \ ti:-~ -------- V ui + --· --- PREPARED UNDER THE SUPERVISION OF b OE:.TAIL 1'2 (500L.F.) ... ----------------"tO ;;:;:,, \) \JI ,: ii ~ 9 \); t 3 Ill ~ ul "' 1 ~ ~ .J ~ ~ - 0cz, IOO' ":l?AC.tN{::i 0 ---- + ..D 7},,_,t6d--,i,.J.d.,_b.e--,-DA TE 'r -I P -$ ,:_ 1"..XP. HILDERT WILLIAM DICKSON R.C.E. No. 19417 (e.-30-B~ 1--+---+-------------t--, TRAFFIC ENGINEERING tJ:i\ 1-terman CONSULTANTS l!:J kimmel and Associates, Inc. 3300 IAVINE AVENUE, SUITE 180, NEWPORT BEACH, CA 92660 (714) 852-8616 es-~b DATE BV DESCRIPTION REVISIONS • APP"D. DESIGN~ CHECKED HLG NOTE.@ -------- DRAWN ✓-:_. ../;S-1;""'\" DATE 4/BI::, 4 C?D --------- \\ AS BUILT II TO THE BEST OF OUR KNOWLEDGE AND PER INFORMATION PROVIDED TO US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- BUILT" CONDITIONS. 'PHASE :I: CON<:,T~UCTION TRAf Fl C CONTROL ~LAM MacARTUUR BOUlfVA~~ CITY OF NE\l'JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 12 OF f 9 I., -: ! ·---- ' G) @ EXISTING TO REM,4/N FOR GENERAL NOTES SEE S,l./E£T 10 OF l'3 TRAFFIC CONT.ROL SJ/ALL CONFORM TO C4L.TR4N5 /985 MANUAL OF TR,4FF/C CONT.ROLS. C4/,4AIGES TO T#IS PLAN SN'ALL i!3E APPROVELJ ,ey CAL.TRANS 9' C/TY OF /VEWPORT .864C/✓. • INSTALL OR PLACE TRAFFIC CONTROL .OEVICE 4 .SIGN ANO NECU OR TEMPORARY S/6N 4 POST. -___ ,,,::C:,,:l.:.T.:.Y7io~F~N:!!e:~w~p~Q~R~T~~l3~E~l>.~Ca.!;H!.._..,,_ CITY OF IRVINE -- ---- ======= --134=== ====--=--=-=-==== =------ ( ------ -------8 --- PAINT OR INSTALL TEMPORARY PRE-RtJ.aRICATE.O DETOUR GRADE REFLECT/VE TRAFF/C STRIPE. ----------="===-:..-=--------=--------= -=---------==== lob ------=--_..,,_ ......... -·=--=-------o· SAN013L.AST OR REMOVE TRAFFIC .STRIPE ,f REMOVE RAISED PAV6WcNT M4RKERS. RELOC4TE 616N ,¥ PO.ST. CUORK tb'ITH'IN Z6' FROM CENTERL/NE S#ALL OCCUR ,a/RING tL/EEKEND .OAYS OR l3ET/t/EEN 9:a:;> 4M l!f 3:00 PM ON tL/EEK0,4Y6. ----------- y 0 -0 0 r-"''--''-y'© 0 101 ';7PAC.1 NC=! 0(LT) RECUT TRAFFIC Sl6NAL DETECTOR LOOPS, 6'x6' TYPG 1/" 4SNOTEO. MOO/FY TRAFFIC Sl6NAL PER 5k'EET 17 OF 19 MAIN T,4/A/ PE.OE6TR/,4N ACC,£.,;,s, 4T 4LL 7/'/WES. • PAINT t/L.T/M4TE TR,4rFIC STR/PE PER OE727IL. NOTE.O, INCL.UOING INS7:4L.L.ATION OF R41SED P4VEA-1ENT MA'Rk'ERS. REMOVE, OR CO//ER l3Y CONSTRUCTION, P/./A6E I TRAFFIC STRIPIA/6 S#OtL/A/ l"'VR S/8 LANES. &J!lSOAI INSTJlll SIGN 4 4 "x 4" REDtL/000 POST PER CAL.TRANS ST,<JN04RD SPECIFICATIONS. /~ 0<-lf> . -..;-- -J -,f .:r ____ ,n __ ~ -_--r>-~Z <I t 1-:bl ?'PE.ClAL J ill --- _6 OE.TAIL 1"2. 00ETAIL 1.') -------- ----~----- --- --- DE.TAil.-'?€, 12. l'2.11 WHITE:. iv ----------~ -4 ------ I I ' I ----------I I "' ---- E.-WI (Rt.) Ill 4 /00'-SPACING ~ I ! I I-0 l=l :;: 6 uJ ' + ~ LU ¥1 :z Ii' J <( ::t J 1,a lL ,, ' ' I \ I ' I , " , ' " I I , , . 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No.~ (9 •3 0-89 rf?,I~,,./ 177, f.~-1,,__ 11---l--~f--------------j---f ~NO.INEE.R TRAFFIC ENGINEERING TO THE BEST OF OUR KNOWLEDGE AND PER INFORMATION PROVIDED TO US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- BUILT" CONDITIONS. 11'.i"\ 1-1erman CONSULTANTS \9 Kimmel and Associates, Inc. R,E, NO. '2'2o4 s DATE....l~ri,{~:J,zµ:g.'/J~IG---f 3300 IRVINE AVENUE, SUITE 180, NEWPORT BEACH, CA 92660 (714) 546·9814 e5-~b DATE BY D:ESCRIPTIOll REVISIONS APP'O. DESIGNED i,,JD DRAWN ff' CHECKED I/LG DATE 4/Bb ~ 'PI-IA"::IE. Jr • CON~TI<UC.TION TRAfflC CONT~Ol PLAN ~Anc~~lUU~ ~OlllfVA~b CITY O, tJ~t'.Jl'OUT O!EACIJ PUBLIC \":ORl(S DEPARTMENT SHEET I°:> OF 19 .-~ .1 C - _., \(\ - Nore@ 8 o· 0 • ct') ~ • ---rs Cl) --- uJ ~ ..J .:z:: ~ i -- ~ 7 ·- il -~ ---I!! -~ -- , ... == ---=--:..,,_.=:,:;-- -- t ~ 'Jl \;:I I \\- ------,,..,,_-~~..:"---:..._ ---- , .. .. ---::-- :t 1--0 3 uJ z " J ---- --- \.,: ill z 8 l=l w Ill ~ :I ~ II OETAIL "Z-9 - -------- , .. 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PlllPAllED UNDEll THI SUPERVISION OP G) @ @ C,q,4A/GES TO T#/S PLAN S#ALL BE APPROVED EY CALTRANS 9 CITY OF NEWPORT E64Ch-'. INST.ALL OR PL.ACE TRAFP/C CONTROL ,OEVICE 4 .SIGN ANlJ NEiU OR TEMPORARY Sl6N 4 POST_ PAINT OR INSTALL TEMPORARY PRE-FAZ3RICATE,O DcTOUR GRADE RE.rLECTIVE TRAFFIC STRIPE. SAN1Jl3LAST OR REMOVE TR4Fr/C STRIPE ,f REMOVE: RAISED PAV6WcNT ,M,4RKE.RS. RELOC4TE 616N 4 POST. iUORK iU/T#IN 26' FROM CENTERLINE .S//ALL OCCUR ,OUR/NG tUEEKENtJ DAYS OR l3ETILIEEN 9:C:V AM tf ,3:00 PM ON iUEEK.04Y6. Al34N.OOA/ EXl6TIN6 TRAFFIC S/6NAL DETECTOR LOOPS AND RECt/T NEW 6 'x 6' TYPE A L~P.S AS NOTED ON T#E PLAN. II.ISTAll COAIOUITAAIO D,LC's PER NOTE((g 'MODIFY TRAFFIC SIGNAL PER SJ/EcT 18 OF 19 P4INT ULT/MATE TRAFFIC STRIPE Pt:R OE721IL NOTEO,. INCLVO/NG INSTALL4T/ON OF RAISED P4VEMENT .#.4,tU:'Gf!S. Rt:MOVE • OR CO//t=R l3Y CONSTRUCT/ON,. Ph'ASE I T,€4Fr/C :5n?/P/N6 54-'0tLIN mR S/8 L4AIG.5. REMOVE ll/8 P//,'/Se I TRA,FrlC COAITROL OEVIC€S AIOT S.h'O.WAI O,</ TII/S Pt.AN. INSiALL SIGN AND POST. 'PMA<:,E. J[ C0"1':>T'RUC.TIOl'J ~ ~ DATI tf•/,,~ff},t, EXP. HllDUIT WILLIAM DICKSON n.c.a. No.~ r;.50-00 t--+--+-------------1---1 TRAff IC CONTROL ~lAN MAclRTUUR ~OUlfVA~~ TRAFFIC ENGINEERING ~ i;erman CONSULTANTS ~ kimmel and Associates, Inc. 3300 IRVINE AVENUE. SUITE 180, NEWPORT BEACH. CA 92660 DATE BY DESCRIPTION APP'D. (714) 892-8616 REVISIONS DESIGNED wD CHECKED !!LG DRAWN /~ .\:'.+ ;\ =-, DATE 4/Bb CITV OF rJEt'JPORT 0EACH PUBLIC WORKS DEPARTMENT SHEET 14 OF f 9 . I ' / f FOR Gct\/cRAt. A/OTES Sec S/lccT 10 • 0 EXIS77N6 TO REMA/A/. G). 5ANOBL,4ST EX/S17IV6 :STR/P/N6, LE&EN.O, OR ARROa/ AS A/OTEO AND REMOV€ •DETOUR SlP/PING SIIOaJN ON P/IASe .ff CC-VSTRt/CTIOAI. © PAINT STR/.P/NG; LE6ENO, OR ARR0CU AS NOTED, /A/CL,1/,0/A/<$ /NS?:4LL4170N Or .,t:34/SED PAVE/14.ENT /MARKERS PER STR/P/N6 . .OETA/L.S. REL0C4TE S/&N TO EL.ECTR0L/ER. REMOVE 4' S4L. YAGB A?.5T. FL.IRN/5,l/ 4' /NST.4L.L S/&N 4" POST. RcMtJVE SIGN ANO POST. S€€ TRAFFIC SIGNAt. 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PlAN, SllcE'T 17 <J iO . st r-- + - • / / N ,JI s l/1 t1) 1/]C.:- -J Ill u r2 + - ~$ r--------======-- " , ' , \ , ' , " ' , ' " I I I I I ' , ' , " ,. " ,, " , , ' , ' , " ,' ' , ' ' ' ' " ' ' , ' ' , ' ' " ,, --------=---- -----------1 JOIN I " ,, ,J o I ' ' ' I r.< ' ' ' !?"WHITE 300' EXIST. l'l 2 0 -\-0 1/) . -lfl )I. co IJ) + 2 ul -~I~ I co st 0 0 ,I) [() + st [() \_) w ill iJ) lfl r-- + iJl st "' ('J N "' "' ·co \) (i) /fl (\J ill lJ1 + lJ1 (fl CITY OF NE°WPo CITY OF RT BE:Ac ~ --- '=:-;:,.-_!;::~::::::-::::-:,:.-=,.~.::::-::::-=~g~::::::.~ -<--, --- 2 DE-TAIL 29 k \ew4t "' 2 4" WHITE.. ..,,_, -~~~ NOTE. 01-&'---- SIGNAL AHEAD V uJ 0 1J ' ,- 4'' WHITE / l?Z(-55) ~ -- -- <f) 2 0 <i 0 O'. 6 \- + D 02 ::!: uJ - -----~~ -~~~:--;;~-==-:::-:::-j'P <{ ~ 0 tfi 0 IJl 8 -o· 0 ..... -\I ... -.J I :X u t-----t----~-------__ __jj <! 2 DETAIL IZ 4-W74(t.+.) ;e ~ ~lRl~l~G ~lAN ~~UlfVa~o . r 0 "VI --.!) -- --- --!! w --"!! 2 -. ., -..J 0 ~ 1 'z-of G)w11 0 • j) i iJ ~\ i'£ uJ ~ ...J .::r I:! i IJOTE ® 5(ACI--I NSWp:::,RI o-rY of OF \RYiNI:'. err'< --- --- '2 -Ol=TA\ L '2.9 --- ·o "' -~ -~ - 0!',\loNAL Al-\eAO V w -: \ -1- jJ 0 0 0 0 t ---N ~ ' ~ U') -;, w 2 ::} VAR l I ::r: ~ <( :E' ~ NOTe 0 -J'-----e>t> -: --------- - . ----_ _, - ' o I I NOTE 0 -ii'-------<===- . -- ----- - ---------------\10 NOTE@. -------------------------- ---- FOR GENcRAL. NOTES ScE 5/IE£T 10 ; 0 . EX/S77N6 TO REM.4/A/. CD 0 ' ,5,4N0,8L.4ST EX/S77N6 !5TR/P/N6, L'.E&EA/.0, OR ARROW AS A/OTEO AND Re'MOVc: DETOUR . Sn?IPING $1/0t(IN ON P/IASc .ff cavs TRVCTIO,V. PAINT STR/P/N'G, t'.E6ENO, OR ARROa/ ,4S A/OTEO, /NCL'..:1/.0/N,$ /NST,:,1,::,::_4770N OF· ,184/SE.O PA//EA4ENT /WARKERS PE..Q STR/P/N6 .OEDl/L.5. R.ELOC4TE S/6-N TO ELECTROL./ER. REMOVE 4' S.4L //.46E ,.q:;J5T. FI..IRN/S/.1 cf /NST-4LL S/6-N <'{ !"'OST. REMOVE S/61V ANO POST. l SEE TRAFFIC SIGNAL PLAN 7 SJIEl=T IB • I I i I l Vi11:PAnr:o U:.JO~n TUI: 5UP!!nVl~tOtl 0✓ 7/dltd--z_,1,,//._,~ OATG ✓f'~tp-8 b E><P, Wl0!.11T 1,"JILUAr., ClClt~ON n.c.cr. r~o. ~ (s,-so-cB I\ AS BUILT" II TO THE BEST OF OUR KNOWLEDGE AND PER INFORJ.IATION PROVIDED TO US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- I , ~B_U_I_L_T_"_Co_N~D_I_T_I_O_N_S_ • ....c.:,., ________ __J ii ,--.-....,.------------,,--r--------.----------------·-·: . ~ i ' ii r TRAFFIC ENGINEERING ! 1 • {i\ t-'Grman coNSULTANTs j '\!5/ !timm0I and l\ssocia10s, Inc. l!---l----l-------------+---ll-::-:oE~s1::::oN:;;:ro:::---r;o;;;RA::::w::-:N---r------------,------i T~AfrlG ~luNIMG ~ s,~IPIMu ~lAM ~v1t,tAfilnU~ · ~~Ulf~J;1~~ 3300\RVINEAVENUE.su,re rno.NEWPO~TOEACH.CA926GO DATE ov oEscmPno:i AFP'D. -1-1wo -t:"-t c1N G~ 1Jt:r1;0:11 o~i1cii , I I (7141 on2-001G e,;,•'1>b flEVISIONS c11tc11Eo I/LG O;\TE_, 4/Bb PUllLIC \'i0rll(S DEPARTMENT SHEET lb c, 19 j ---~-----------------------------~~-----------------------~---===--~-',;:0_,,:;:"-"C""-;::;~:;:;'",';::;"'"'="-:;:_;;;=;;:•:;:,_:;:,=:;:_;::;:=,-,.:,;,;;~:;;:;, . ...,;;::_;;;=:;;:;=:;::.:;:a:;:;.,:;;;~;;;=;;:;;; __ =;;;;;;=:;::;;;;=:;:.;;;1 ;;;;;;;;::~=;;;-;;;=;;:;;=:;;;.:;;;::_;:;;;;;_;;;=;;!i',.,~,_==~-~~----=~~~----.&.---~..!..-~~--~...,_....,.,=~□m=-=o.•=a=Mu==-==•=======<~=~=..,;,,"--==~..,.=-..,--,.,..,..;_-,c· •• l / ~ z :c □ 5 ~ 8 a D 0 -0 $ □ ~ ~ z □ ~ z m ~ • □ g ~ :n z !fl n ,, r: ·n 0 n "' l> ~ 'a .... ®\ / ---- -- --------------- ---:, - 0~l6NAL AHEAD .c----,JL-NOTE CD ------- - --.. - - - _...., ---_________ ....J - NOTE© NOTE 0 --v'--------~= I NOTE© ' ' ' ' ' ' ,-- IL-0 \ ;.~ -• u w t 'l r'1 + ()' 1/) ·/ .>nt:PMlllD U~lDt:n THU !lUPGClVl510~J o;, 7-.ktltd---1.,0(.....,d:'<f,--D/\rn r-tp-8 6 (, E'XP- rnwam l:JILLIAr., csc:1,soN n.c.c. rJo. HM17 s,-so-s9 6'll> 641> -- 170 --I u iO (IJ r-pl + -IJ 0 0 0 0 t (<l '9 . ~ lb? ----------_______ ,e __ ~ VA~ (J') I.a.I z N :::i :z: ~ <:( ~ FOR GENERAL NOTES SE£ 5/./EeT 10 0 EXIS77N6 TO REM4/N. CD 5ANOL3L4ST EX/Sl/'A/6 ~TR/P/N6, £'.E&EtV.O, OR ARROa/ AS NOTED ANO REMOVE DETOUR ,;: Sn?IPING $//OWN ON P#ASE .ff CON'S T/:?UCTION. ~ 0 PAINT STR/P//4/G, £'.E6END, OR ARROa/ AS NOTED, /NC,:'.u',O/A/6 /NS~<'.'.L.4770..V OF R,4/SED PAVE//4EA/T /WAR/4:'ERS PER STR/P/A/6 .OETA/L.S. @ RELOC4TE S/6N TO ELECTROL/ER. REMOVE 4' SAL. Y4GE A:?5T. 0 FURNISH' ¢ INST.4LL S/6/V 4' ,VST. 0 REMOVE SIGN A.AID POST. @ SEE. TRAFFIC S/6N.4L PLAN, SIIEET 18 • I 1 , I I 11 I j " m 0 " 0 m " rn ' z C fi '" ~ 0 ~ rn ,, ~ 'TI ,; z :r □ 5 n 0 1' 'TI 0 "' ;, SJ 0 ;:::: JJ ~:; -- JCI n > ~ G ;j j; Yb ~ -CS' ):> 0 "if -.J) CON©!fJC 77())/tJ SC HE f)Ut!. £ 0 J AWG CIRCUIT £ffi&ffii1.& #10 LOOP DET. CABLE 2#12 ¢2 3 3 3 3 3 3 ¢5 3 3 3 ¢4-P 2 ¢6P ¢4-PPB I ¢6PPB ¢4-BPB 11/vm. St Nam.z S1¢n 2 2 2 PPB ( BPB Comm.017 I I I TOTAL 15 15 Siqna/ Common t.vm1na/re TOTAL Siqna/ S<Zrvioz ¢5 ¢6 TOTAL /(? Pa;iiF/9 /nfarconnecfCabl<Z * 3 3 3 3 3(€) Br,; 2re) 2r,;J Cre) Cr,n 1r,n Ir,,, I I I I I 2r,n I ere □ IIJSTALL NE.W CONDUCTORS THROUGHOUT EXCEPT A'$ NOTED: (E) = EXISTING, TO REMAIJ,J 6.1?B. = Bl CYCLE PUSH BUTTON * TWISTED, SHIE.LDE.D . (\I .J) RE.D I I 0 0 e YE.LLOW n __ __...., GRE:E:IJ (RE.LOCATED) Q ZlJ I NOTE8 Exist S~,rv1i::,z Condu1f (COl7dvdors \. exist. Edi.son Servic<Z Fb1i?f \;__1f-J'J'-'!>'t Exist1n9 !'Ii' Conduit If 12 Pail # /9 lnftzrconnecf Cable fo Ford Road. €xisf: c"Condu/1: c #e ~- (S19nal) c#!O(t.19hfli?9) ( c' # 14(/IIVm. S1¢n) Existin9 l'lc''Condu1f, c-DLC ( /17tercon1?<2c/-Cable -Install r-7 I I - I-Naw Dl.C. - - 0 - -(FHA5E II CONST.) AB 4-LOOPS , • )( 0 \- 0 ti' -----------A{.-,,,,. ----- - ----1-.~ /) , ' , , ,' , , , , , , , ' , ' , ' , , ' ' , ' , / , _,., , , , ' ,' ' , , , C\J I 0... I ~ -' a.. I ,;;j- \ ··---. I \ \ \ Existin9 2" Conduit If Interconnect' Cable • ... E.x/st1n9 11/'c. /nsfal/4-New DLC Existin9 lk" Condu1f ( Interconnect Cable ::::--;-:::: - JOltJ LltJE. OF NEW Is EXISTING IMPROVEME.NIS .• I ... ' I • : ._ :·., _ ---~Iccr',,---I -iO , II NOT USED NOT' t \_ I I USED I l ¢3 ¢4 _) NOT NOT USED USED ¢5 ¢6 ¢7 ¢el rree opera/ion l'lz"C, If 4--DLC b-C-4 Rap/ac,z, cK/st1n9 /~2" /n-/izrc-onn-z.ct-Condv1 /-t-o Bon1fa Can(!on Rd. (toe. 2:; Shr. !Bof:. t9) W1i-h New !Ye" C. (Approx, EJ065') -Repull Ex1sr/i?9 le Pair # /'1 lnterconaecr Cable /n/-o New Conc;lu/r. IRRI Ex1sf1i'J9 J'vllboxes '.D stI ~ ~ iLOOPS __;.......-:::-c 1 -~ (?>-!ASE 1:. co!IJsT., 6-- -7 I '-- (\J 2' ~5 c::;:),,ffi~ 111.slall ll7.3·Z(.3~''Y.36''Jsif11 • LIM1r. l.lNE. -. (\I -- (\I io AIOT£5 T/ll/S SHEET: I. TR-4FFIC SIGA/Al. ,,IAIO ///G//IU,4Y t/G#T/AIG COAISTRt/Cl70AI S//-4t.t COAIFORM TO ST-4TE Or' CAt.lrO,QA//,4 ST.4A/L)ARO SPECIF/C,4TIOA/S ,4A/O ST,4AIOAR.O PtAA/S (OATEO ✓t/t.Y J 84) AAI.O T#I: SPEC/At. PROV/SIOA/S. 2 COA/Ot/CTOR SC//E.Ot/t.E IS ,.C-t/,QA//S,t/1:0 AS AA/ /A/ST.41.t.ATIOAI GU/OEt.lAIE OAlt.Y. /T S/141.t. BE TIIE COAIT,QACTORS RcSPOAIS/B/t./TY TO PROV/OE T#c CORRECT COA/Ot/CTORS RE(i)t//REO ,&"OR T#E IAITENOcD OPl:RATIOA/. - B. //A/LESS S#OIUA/ tJT#ERU/1S€ /A/Ol/CTIVE t.OOPS S/14t.t. Be 6'x6' WIT# /0' .SP,4CIAIG IA/ TIie 0/RECTIOA/ Or TRAVEl NECESSARY STRIPING S//At.t. BE t..OCATED PR/OR TO POSIT/ON/NG DETECTORS. 4. A/EtU COAIDt//T S//4t.t. BE 2" t/Alt. ESS S//Otl/A/ OT#ERWISE. 5. NEW PUt.lBOXES S.1/At.l. BE #5 t/AllESS S.1/0/UN OT/IERW/Sc. 6. CONTRACTOR S//At.t. EXl:RC/SE EXTRl:ME CARE TOAV0/0 DAMAG/A/G EXISTING t/Tlt./TIES. 7. t/A/GR0t/NOE£). S/GN,4l l/G/IT CONDUCTORS S#At..t. NOT BE SPt./CEO. 10. ¢2 ,femove ex1".Jlinf PV DETAIL J( --,, ,, [\ RR • [\ OETA/l A -1 _, 7 -,- 1 -c;--\ ---- pV w -4 ¢2 @ I c,,~~ RR COMPLETE: RE.MOVE. FOUNDATION RR COMPLETE. Rl=.MOVE. FOUNO~TICN Utilities shown on the plan are based on available records, Contractor shall take extreme care 1n avord1ng damage to existing utilities. Contractor shall contact Utility Agenci'?s to determine exact location prior to excavation PREPARED UNDER THE SUPERVISION Of -;aoUt. EV d RD - 'R~ POLE., SIGNA.L M.A.. RR REMAINING EQUI-P-@-POl.E c.oc.@ RE.MOVE: l="OUND.A..TION -- -- "AS BUILT" TO THE BEST OF OUR KNOWLEDGE ·AND PER INFORMATION PROVIDED TO US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- BUILT" CONDITIONS,. POt.E DATA S/GN4l I-IP.SOD U<!P SIGN4l MOONT/NG PED pt,IS#BtlTTO. "PO(.ct.OCATION TYPE :/4" SIGN ( OOt/Bl.€ MC€) Alo TYPE t.ENGli MA MA WATlS //Ell MA PcD P/1.4S€ POt.6: (jJtlAD E 8 C N I 15 30' 15' 250 SV-l·T -SP-/-T 6 West- 2 cb-4-70 30' 4-5'/N l5~R i?50' I 2-/>JA~ 3 16-'2-70 17' 15' IR 4 //I 10' IR) TV·l·T -SP-l·T I l IR 4-/R) south 5 l'?-c-70 30' 15' i?50' SV-I-T M.115 SP-/-T 4 North b //I 7' TP-1-T b 4-0 Easf North 0 ALL EQUIPMENT EXISTING E.-XCE.-PT AS NOTED I (N) IJE.W (R) 'RE.LOCA TE.D 0 PEO PUS~ BUTT01'J WITH SPECIAL. SICYC;,:.L.;;;;E.;,.;S~l~G:,:;N::,._ _______ _ "Approved for concept & adherence to City stds. & requirements only. City is not responsible ORA -73-e. 60 for design assumptions & .---.---.--------------,-Ji.....;;:;a;,cc:ur_acy "; 11 • /I n ?.5' ll !3ison IRl MacAtfhur (R) 8/son eJ. EXIST/A/G TYPE .ZU-B SERVICE t.U/T# METEREO S/GNAt.. AA/0 /AITERNAt.t.Y lt.t.t/M/A/ATEO 7l.awMJ.,i{__9,..,.....,-.--DATE ~r1o~iJ(, E.XP. HILIIEltT WILLIAM DICKSON R.C.l. No. 19417 (<2>-30-89 APPROVED Folt il>lt.TIOtJ <tJ ,J,cw'P'c:?.T S&\CH T~hf f IC ~IGN~l MOblflC~ilijU ~l~N Mac !~1UU~ ~l~~-® ~,~~N ~~t. STREET A/AMI: $/GAi C/RCt//T BREAKERS, A#O t/A/METEREO ~/G#T/AIG C/RCU/T BREAKER. ,rr'JJ/ Jl/2,. 7k ,;;·a:-IF~~~~======'cA=:=L~T;,.,;"RrdA~rJ~S~-=,~R~A='=F=F6 1eb.C~~~(l...:;~~ 9. EX/ST/A/G CAI.TRAN'S MOOEt. /70 COA/TROt..t.ER ASSEMBLY /A/ MODEt. 33Z C,48/A/ET.. APPROVAL. l<E.COMME.NOED e,y DATE. TRAFFIC ENGINEERING n:i'\ 1-1erman CONSULTANTS \5' kimmel and Associates, Inc. 3300 IAVINE AVENUE, SUITE 180, NEWPORT BEACH. CA 92660 DATE BY DESCRIPTION DAT ER 204S APP'D, DESIGNED DRAWN HLG l<-t-CITY OF ~JE\"Ji>ORT IJEACH I] (714) 852-86/6 REVISIONS CHECKED DATE /, HWD 1'2 85 PUBLIC WORKS DEPARTMENT SHEET 11 OF I~ .. -~ I . ' ' ' I ° C@Nl))UC '!7())~ SCH€DU<!E I 4alG CIRCUIT In IA /3\ & /5\ ¢/ 3(R) 3 -'3 /A) ¾- ¢1-t-¢4 OvaflapRt Arrow - -2 2 c' ¢2 -3 -3 b ¢4 q,,, 3/R 3 3 b ¢6 3/R 3/R 3 3 ¾R #;4 ¢2P -2 --2 ¢4P CtR) c' - - 2 Spanzs 3/Rl 3/R) '3 3 ¾R TOTAL 14/R) /¾ I/ ¾ IAJ lr-?/,;\\ #/2 /I/um. Sf. Nama S1911 C (R) C(R) 2 2 - Sr'911al Common I (R) I I I 2 {.vmina1ra C (R 2 2 2 -#10 TOTAL 3tR 3 3 3 2 REO 0 YELLOW 0 GREEN 0 e </JI~ \jS4 YEL. OVERLA.P 3M DUl>-L COLOR P..'RROW SECTION (E')(.\STIWG) #a S1<jnal Sarvr'c,z. -- ¢/ -- LOOP ¢c -'2,,, DET ¢4 - - 2 2 -I - - -- 2 I CtR) 2 Rcp/.ace. Ex1sr/n9 lf/c "lnnzrconnect ConO'u1r ro Bison Ave. (toe. 'o" Shl:.J:Lof' 19) W1rh Naw lflc" C (A,oprox 2P65') -Re,ou// Ex1sr1h9 lnrerconn;cr Cable into New Condu/r. ~ Ex1shn9 Pul/hoxas. --¢6 C(R) 2,m 2<RJ CABLE z,#12 a-==,===o-====- TOTAL -2,,, 2(R ¼,, ?, /. -A,,. 2 Pair #19 In f<itCOl?l?<Z-C f Cabl,z..,, - ---2 Condu1f S1z,z. fex1sr1NG) 2" 2" c" 2" 2-2" □ ALL EX.1$TING. CONOUCTORS TO 'REMAIN EXCEPT AS NOTEO (R)= REPLACE WITH NEW (A)= ABANOON NOTES THIS SHEET: -(\I ----(\J -- (\J I. TRArr/C S/GNAt. ANO #/6#tV.4Y L/6#T/AIG CO#STRUC7i'O;V S#-4~~ COA/.FORM TO STAT€ OF C.#LlrORA/IA .STA.AIOARO SPEC/FICATIOAIS ANO STAAIOAl:?O Pt.A.A/S (OAT€0 ./t/t.Y '84-)ANO T#c SP€Cl.4L P.ROV/S/OAIS. 2 CONOt/CTOR SC#E.Ot/t.E IS FURNIS/1€D AS AAI /A/STAll.AT/OAI Gt//0El/N€ ONlY. /T S#All BE T/1€ CO.A/TRACTORS ,,QESPONSIBlt.lTY TO PROV/De· T#E CORR€CT CON.Ot/CTORS REt;Jt/lRED FOR THE INT€AIO€D OPcJ:?ATION. 3. t/Alt,c'SS $//Otl/A/ OTll€Rtul5€ ,W'OUCTIV€ t.OOPS S#-4t.t. B€ 6'x6' tU/T/1 /0' SPAC/NG /N THE - DIREC T/OAI OF TRAVcL. NcC€SSARY STRIP/NG S#At.{ BE t.OCATEO PRIOR TO POS/T/0;{//A/G .OcTECTORS. 4-. N€tu COAIOl//T S#At.t. Bl: 2H t/All€5S S#OtuN OT#ERt</ISE. 5. NEtu PUllBOX€5 $#All BE # 5 UNleSS SIIOtVN OT#cRt<//S€. 6. I , UNGROUNDED S/GAl.4l t./61/T CONDUCTORS S#At.l. A/OT BE SPl.lC€0. 7. CONTRACTOR S#.#t.t. EXERC/S€ €XTR€/Jl1€ CA,,QE TOAVOIO OAA?AG/NG €)(IST//I/G t/T/l./T/ES. 8. EXIST/NG TYPE ..lll' SERVICE WIT/./ 40A C/RCOIT BREAKER FOR METERcD S/GNAlS, 30A CIRCOIT 8R€AKER FOR t/NMcTERcD l/GIITIAIG, ANO /5 A CIRCO/T BREAKER FOR METER€0 INTERNALl Y /llt/M/NAT€0 STRcET NAME SIGNS. ( SIGNAL IO. Na P-/22'39-M; t./GIIT/NG .ro. No. P-IZ'SOO-IVI) 9. EXIST/,VG CAlTRANS MOO€t. 170 CONTROllER ASSEMBLY IN MODEL 332 CABINET. /0 SAU/COT ANO REMOVE €XISTING MEO/AN /St.AA/0 TOADcPTII OF/c"BEt.OtV EXISTING GRADE. CONSTRUCT /2"A.C. DEEP lErTAND FEATN€R TO ✓0/N SURROUND/NG SURFAC€. Utilities shown on the plan are based on available records Contractor shall take extreme care in avoiding damage to existing utilities. Contractor shall contact Utility Agencies to determine exact location prior to excavation. CALTRANS -TRAFF IC RE.VIE.WED '6Y A.'PPROVA.L RECOMMENDED BY DATE. II ,., IO'RA I 73 I P.M. □ f:)),Ndj§g' l[)f'di/~/{ldi/,M NOT I! rr USED 4-----~ / Exrsf1i?9 &7/son Co. Se.rvJce Por'nr -PP# 2098028 (Srqnal .ID .Alo. P.l2i?99M; L"jhfli?9 IO .Alo. P-12300-M) IO-¢! ¢2 ¢3 ¢4 I I POt..E DATA 11---~---.---- No TYPE t.ENGT, //1 7' 2 Ill /0' 3 ZbA-4-7<1 35' @ I II JO' ® Ill 10' @ 174·'2·70 35' PPB 4'-?11 POST r"=--_.., I ·u1 e40' TO i 1-1JY11-r LINE: -"'° j{l I I I I NOT USED ¢5 Gx1st1n9 lflc"C, if lnnirconmz:cr Cable ' l.i-e.''C,e•DLC -=tt-3V2, NOT NOT USED t/SEO ¢6 ¢7 ¢8 Ex15hn9 !fie" C, t! 12 Pair# 19 /orerconnacrcabla t'o tln1ve.rsdif or. I _1\---, b-C-2 i'! I .D 1'---~ <t I AB I b·C-1 -'r- I I L. -J 5/GNAt. #.R SOD //AP S/GN,4t. M0.1/NT/;VG PED Pt/SI/BUTTO, #POcE tOC4TIOA/ TYPE ';1" SIGN (DOUBlE FACE) MA MA a!AT75 Ve/I MA PED P/IASE POtE r;Jt./4D E B C N TP-2-T 2 ll.lasf TV·c-T, ~N) 4 Norrh 9 4-5' (N) IS' /N) 310 (R) SV-c-TA MAStN) SP-1-T 4-Norfh 25' na M/1S(R (R (N) Bonifa Cqn. (R) TV-'2-T 9 TV-/-T, (M) 9 20' /2' 3/0 SV-?-TA MAS SP-1-T E: ,st nq 2 Wasf-tS /sf i19 □ ALL EQUIPME.NT EXISTING. E.XCE.PT P..S NOTED:(N) = NEW • (R) = RE.LOCl>-TED (M) = MODll=/EO i!E SEE OE.TAIL 4F4,1 SHE.E.T ~OF'~ PREPARED UNDER THE SUPERVISION Of Jl.«,,,,,f-Ud...Q_,,,j..-DATE f ·/P •Pf I E:<P. HILBERT WILLIAM DICKSON R.C.E. No.~ ~9 -3 o·S9. TRAFFIC ENGINEERING ~ 1-1erman CONSULTANTS \.!9 kimmel and Associates, Inc. 3300 IAVINE AVENUE. SUITE 1 BO, NEWPORT BEACH, CA 92660 (714) 852-86/6 1----l--+------------t--; DATE BY DESCRIPTION APP'D. DESIGNED~ LG, DRAWN K + REVISIONS CHECKED/.IWD DATE .4-/81:, " AS BUILT " TO THE BEST OF OUR KNOWLEDGE. AND PER INFORMATION PROVIDED TO US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- BUILT" CONDITIONS. TR~fflC ~IG~~l MU~\flt~110M ~l~N MacA~TUUR BlV~. BON\TA LYM. R~. CITV OF ~JE\~JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET ISoF 19 0 I, ,, . I . I I / Nll:2117 0 0 0 - FROUTV/£11/ SERVICE ////RI.US 0/4GK'AM Tl(plca.l Jnsfa/ht,on L)zf,,vl o-f' qozc,~I l:>oubla. Faca. Li9hf1QZ19/Jf .Z/luminafad Sf-raal ,{/cV1J12 S19n. MESSAC::.E. - iLLUMINA TED STREET NAME S~GN MAST ARM ,-----------------------1>Dvp/(l)( Oufltzf /5 am,o • ( #o G.F. I.) -,---<>r '------------·--------------l>.C.a.bina.f L19h/- o-------·------------b: Dinzcror /:bw(Z/ ,---~-----Stop 7ih712, A:xtxv ~----<>~ 4.C.-Conrroh',zr r------1----------7 A-fain Signal : I ,.,,.._ r l~ip!, Sf.)o,, ~ v·AVX/L/A,QY P4A/EL _f3_L_K._~ .. ~-----__Jf)/S '1--......... --a,-,,.. ___ +1_ .J!_~ r?'g,, ....,iL_ 50 A 7 • I I I fl,· h O,,,m,/!v 1o,,,. I I J3raahzr ~ ..::<c.. .. _ .. -~ _ ~ __ 0 lf,:_ _ ..J -¢-1ux. Equip.) ;c-o,, ( .R:ur. on Te,. }(I/IT. if?/rc1ga o ,)u,,;ia Pro:lrLcr1on - CQVip. Gad ,8us A. C. Conm01 j ~------------: Flssh .Qa/aq l '----+----~------·-----;.f.i's.:,h ~<Zr --~-----------A. C. r Li9hrs MC 604 ....,..-,--.... #111. I TYPE 90 CONTROLLER CABINET WIRING ,A/. c.Jt A. lype 312 Tal12.pnont2 Co. ,S",v-vic<Z Bal-{.IVntZ/? c,,,lkcl f"<Y" ) $/zt2 aakrm,'ndd b,; Sarwi19 b',S-itrg. 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Lamp t Sandee'\ /?.O Y. 15raacn r - - -, C,~vlr ----+-~ I I S/gnal ~ S19n ) I I ----1-:....:-J-l.,___ ________ ~-J-l-,__ _____ c~aam.~m::=:z/======!3~~~==~'57 I I I 1 I -I I I --,-L-_..,_ ..... ,,---------~--_,._._ __________ L#-/4_A_JV_G _______ ..,..__...,_ -:\ ----..L •• ,S;;-,n C/rcu/7' A-I/ .bo.i-;:,· Can l'rol/er (.7:90J.nt2r [LLUMINATED MAST ARM SIGN WIRING DIAGRAM " AS BUILT I{ TO THE BEST OF OUR KNOWLEDGE AND PER INFORMATION PROVIDED TO.US FROM PROJECT CONTRACTORS THESE PLANS DEPICT THE "AS- BUILT" CONDITIONS. ( EXACT LOCATION BY ENGlj\!EER G\l TRE fCB.D ) N(O)'f[E : [D)lEu A~l~ AP(p)l~CAl83l[E ONl V' CAll[E[D) f 0~ ON ~~GNAl APPROVED FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS I ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY . 1-------------------------~,,...---""pn""1""PA""n""1""o""u""N""01""n~T~H""1""su""p""1""nv""1""s1""0 .. N~O~Pi---....,--;--...,..------..!...---..;...,.......,.~Eo .-~S~P=E~C~l~A~L~D=E""T~A~IL-~S..,H~E--E=T-----;1 1./.,r/if1v,t4,.:p V DATI ,;--1° -IN-G EXP. -,,,Jw,,~L • MILDE~T WILLIAM DICKSON n.c.n. No. ~ <>·"lO·EB,11---1----11-------------+----t ::P:: ~::::R U o RT 11 [01) I\ / TI\ . \ 11 fl{\ TRAFFIC ENGINE ERi NG ----1----------------t I N H r Ku K L J u:, © t-terman coNsuL TANTS . oAT£ Av•• 2 2, 19ee:, kimmel and Associates, Inc. DATI! OY =cnr.>Tlc:'l APP'D. oES:"..w:a:o D:IAll'Jl-:=- __ ..._......, _____________ _.__...._-"Q"'".:..:.o.c...· C?::..:.7---t::"'.:=--'.Z:...-._ 3300 IRVINC: AVENUE, SUITE 1 GO. NEWPORT BEACH, CA 92B60 CHECKED OArE S-5-'lb REVISIONS /✓./(/ O. CITY Or ~EWPOIRT BIEACH I I \ ' I i i i i i ' ' : • l C ' -~ .__L_ --