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HomeMy WebLinkAboutP_5262_SCITY OF COSTA MESA C' "''*'-"' uS' o,,,) CITY OF IRVINE 4,- 1" 0 PROJECT LOC.I\TION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE @) SEWER CLEANOUT ACP ASBEST OS CEMENT PIPE <.S) SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE @ STORM DRAIN MA NHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE I>()<] FIRE HYDRANT BLK BLOCK CATV CABLE TV !Ill WATER METER Cl CAST IRON I;[] STREET LIGHT PULL BOX Ii_ CENTERLINE CNB CITY OF NEWPORT BEACH llSl TR AFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR :<,--o STREET LIGHT C&G CURB AND GUTTER E EAST /ELECTRIC @ WATER VALVE EC END CURVE (-GUY WIRE ECR END CURVE RETURN EVC END VERTICAL CURVE i,, SURVEY MONUMENT EXIST EXISTING FLG FLANGE " SIGN FE FLANGED END FL FLOW LINE fl/) VAULT VENT FM FORCE MAIN e G GAS TREE GV GATE VALVE � IRRIGATION CONTROL VALVE GB GRADE BREAK GE GROOVED END [lS] CABLE TV PULL BOX IP&T IRON PIPE AND TAG LT LEFT � CORING LOCATION MAX MAXIMUM <D MJ ME CHANICAL JOINT ELECTRICAL MA NHOLE MIN MINIMUM [I] ELECTRICAL PULL BOX NG NATURAL GROUND N NORTH b//////;1 BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTRU CTION OG ORIGINAL GROUND PE PLAIN END -----PROPERTY LINE PROP PROPOSED NEW CONSTRU CTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---Ii_---CENTERLINE RET RETAINING RT RIGHT ----S----SEWER LINE SCH SCHEDULE s SEWER -----w-----WATER LINE sco SEWER CLEANOUT ---G ---GAS LINE SMH SEWER MA NHOLE SHT SHEET --E--ELECTRICAL UNE SW SIDEWALK s SOUTH --T--TELEPHONE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CATV-CABLEVISION LINE STL STEEL --SP --T TELEPHONE SPRINKLER SYSTEM w WEST/WATER -x-x-x-FENCE W/ WITH BLOCKWALL PUBLIC WORKS DEPARTMENT EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA ED ISON COMPANY AT & T TELE PHONE COMP ANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMM UNI CATIONS DAY NIGHT (800)624-815 3(800)611-1911(800)332-1321(949)644-3011 (949) 644-3717(714)962-2411(714)542-6222(877)269-2778 NEWPORT ISLAND PARK PARK ENHANCEMENTS C-7500-1 DATE: /!)-z_-f� DATE: /0/,2..-/t? rt •• N�wPQn fla!land Par1,,:: <o' ,,�.;- LOCATION MAP NOT TO SCALE . .. 1.T-0.002. 1 3.D-1.01 SHEET INDEX COVER SHEET TOPOGRAPHIC MAP DEMOLITION PLAN CIVIL ENGINEERING 4.c-0_015.C-1.016.C-1.027.C-2.01 NOTE SHEET PRECISE GRADING PLAN PRECISE GRADING PLAN EROSION CONTROL PLAN LANDSCAPE CONSTRUCTION 8.L-1.019.L-2.0110. L-2.0211.L-2.03 IRRIGATION12. L-3.0113.L-4.01 CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS IRRIGATION PLAN IRRIGATION DETAILS LANDSCAPE PLANTING 14.L-5.0115. L-6.01 ELECTRICAL 16. E-1.01 17_ E-2.0118.E-3.01 PLANTING PLAN PLANTING DETAILS GENERAL NOTES, SLD, DETAILS & SYMBOL LIST SITE ELECTRICAL PLANELECTRICAL SPECIFICATIONS CITY GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACTSHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONSFOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE,EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS,OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2.EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THECONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR,DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTEDOTHERWISE. 4.P.C.C. SHALL BE CLASS 560-C-3250 5.CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES,SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES ANDCOVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALLBE ADJUSTED TO GRADE BY OTHERS. 6.PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINEAND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7.ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TOTHE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8.ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THESPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED ASTHOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOTINSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES ANDLAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. GENERAL NOTES A.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THECURRENT EDITION OF APWA STANDARD PLANS AND SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION AND STATE STANDARD SPECIFICATIONS, CALIFORNIA BUILDINGCODE, UNIFORM PLUMBING CODE, NATIONAL ELECTRICAL CODE, ALL SAFETY ORDERSOF THE STATE INDUSTRIAL COMMISSION, TITLE 3, RULES AND REGULATIONS OF THENATIONAL BOARD OF FIRE UNDERWRITING, STATE OF CALIFORNIA TITLE 24, SECTIONT-20-1401 THROUGH T-20-1406, AND TITLE 20, SECTION 1401-1406 ENERGY REGULATIONS, AND CALGREEN. 8.THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING,TEMPORARY SUPPORTS, ETC, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR CONSULTANTS.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETYPRECAUTIONS AND MEASURES NECESSARY TO EXECUTE THE WORK. OBSERVATIONVISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTSSHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. C.DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUSTHAT UNKNOWN AND / OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE CITYS REPRESENTATIVE. D.THE CONTRACTOR SHALL NOTIFY THE CITY'S ENGINEER TWO (2) WORKING DAYSPRIOR TO START OF CONSTRUCTION_ E.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS INSUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING SUBSTRUCTURES. IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR REPAIR AND / OR REPLACEMENT OF SAID SUBSTRUCTURE. F.THE CONTRACTOR SHALL PROVIDE 72-HOUR NOTICE TO AFFECTED UTILITIES WHENRELOCATION IS REQUIRED. G.THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORKPERTAINING TO THE PROJECT BETWEEN THE HOURS OF 5: 00 P.M. AND 7: 00 A.M. ONANY DAY NOR SATURDAY, SUNDAY, OR HOLIDAYS AT ANY TIME EXCEPT ASAPPROVED BY THE CITY. H. I. J. K. L. THE CONTRACTOR SHALL NOT BLOCK ORIVEWA YS OR VEHICULAR TRAFFIC DURING THEPROCESS OF CONSTRUCTION. THE CONTRACTOR WILL COMPLY TO APWA WATCH MANUAL DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OFCONSTRUCTION (811 ). THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURINGCONSTRUCTION AND MAINTENANCE PERIOD_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A 6' HIGH TEMPORARYCHAINLINK CONSTRUCTION FENCE WITH LOCKABLE GATES AROUND ALL CONSTRUCTIONAREAS. FENCING SHALL BE PROVIDED WITH CONTINUOUS GREEN MESH WINDSCREEN.CONTRACTOR SHALL REVIEW ALIGNMENT / LOCATION OF CONSTRUCTION FENCING WITH CITY'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTORSHALL MAll'iTAIN FENCING UNTIL CITY'S ACCEPTANCE OF THE WORK. M.CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS. N.MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BYAPPLICABLE REGULATIONS. 0.THE GENERAL CONTRACTOR WARRANTS TO THE CITY AND THE LANDSCAPEARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. P.PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THELANDSCAPE ARCHITECT FDR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDEROR THROUGH HARDSCAPE ELEMENTS. Q.VERIFY ALL PROPERTY LINES OR LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. R.IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS SHALL TAKEPRECEDENCE OVER DETAILS, !\ND DETAILS SHALL TAKE PRECEDENCE OVER PLANS. S.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECTUNLESS OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELDREPRESENTATIVES OF THE LANDSCAPE ARCHITECT AND THEIR CONSULTANTS SHALLNOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTIONPROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE LANDSCAPEARCHITECT AND HIS CONSULTANTS DURING CONSTRUCTION SHALL BE DISTINGUISHEDFROM CONTINUOUS AND DETAILED INSPECTION SERVICES, WHICH ARE FURNISHED BYOTHERS. THESE SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECTAND HIS CONSULTANTS, WHETHER OF MATERIALS OR WORK, AND WHETHERPERFORMED PRIOR TO, DURING OR AFTER COMPLETJON OF CONSTRUCTION, AREPERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND INACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS BUT THEYDO NOT GUARANTEE GENERAL CONTRACTOR'S PERFORMANCE, AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. E� ... <I) _Q 0 L E a_ 0, ,<u <I) � i= I (D zuI ,.._ 0 "' N Wl /u u I ,.._0 "' N ,'::, .Y. L D ll.uC D r------------T--;:;-;;-;::;-;-;::-;:;-;:��-;:::;:::-------------r--:::::;:::::;;::;;;;:::-------------:;;;;;;�----,r:i"ooomii:i""�-;;;:;;;;;:;;:--�:;;;;;;;:��;:;;:;:;:---r,:;:;;;;;;;;���:---ro;;;;;:;;;;:;:;:---.L_--.--------------------,� �����;G;o�;�; N ;i���N A��s B�6ED62u��� r�� �\1�:�� ��1w��� i2�iR3 BEING I*��) PLANS PREPARED BY .. �... APPROVAL RECOMMENDED: t APPROVAL RE COMMENDED: APPROVAL RECOMMENDED: REVIEWED: CALL TOLL FREE 1-800-227-2600BEFORE YOU DIG TITLE SHEET NORTH 48'54'54" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR 15!{; 0J)fi) -r--. 1------------------------------------1 (...J:ls ,,,,M �1 . 31591CaminoCapistrano R M DESIGN MICAH MARTIN, DEPUTY PWD l BENCHMARK: -ti\\ /; ,} San Juan Capistrano, CA 92675 GROUP MUNICIPAL OPERATIONS -\ 11 •""'""' ,� ;j I www.RJMdesigngroup.com l-:-:��,;..--..:.....,:-:.....--=:.....-+-----------------------,,---------4 � 7�JCORI NEWPORT ISLAND PARK ETWEILER 740 3809 MARCUS AVENUE ASSISTANT CITY ENGINEER RECREATIO AND SENIOR THE ELEVATIONS SHOWN HERON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK \<J\.A\\ _JQ/01@1• ,!I,_,;,} [949[493-2690 fax / NO. NB2-7-77. DATE 1995, ELEVATION=B.565 FEET, (NAVD 88) �-1,,..���'�<?--�[949J493-2600phone DATE:________ t---------,� RCE: ""'-'Z-' +SERVICES DIRECTOR DESIGNED: DRAWN: LPR ATS CITY OF NEWPORT BEACH T-0.00 � .. !!__F CAL�.,./ / DATE: ID· .2. · I q DATE: lo-2..-\"\CHECKED: DATE: LPR 10/01/19 PUBLIC WORKS DEPARTMENT P-5262-S � ----------�------------'-----------•------------''-------'�•--__:_::;__::..cc__cc_1 _____________________ ___, _______ _J ll. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I PACtFtc JOHN WAYNE > AIRPORT if/) "" :F",£.'? UNl~ERSIT'< ( ' U'/,"~ ' C -_,, 38,tti st ' ~) ' , • • • I I I I .. RE V I S I O N S NE W P O R T B E A C H , C A , 9 2 6 7 7 33 0 0 N E W P O R T B L V D . NE W P O R T I S L A N D P A R K D E S I G N S U R V E Y GU I D A S U R V E Y I N G I N C . EM A I L : G S I C O R P @ G U I D A S U R V E Y I N G . C O M IR V I N E , C A L I F O R N I A 9 2 6 1 8 (9 4 9 ) 7 7 7 - 2 0 0 0 F A X ( 9 4 9 ) 7 7 7 - 2 0 5 0 92 4 1 I R V I N E B O U L E V A R D , S U I T E 1 0 0 AT R FEO OCALIF F PRO S T ESSI O N A L L AND V E O NIA SU R R RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. Date of Survey: JUNE 11, 2019 (8.29) BW " r,~--;;;;-~r;1.~,95~)BW~~I / (8.19) BW , / (8.05) TC / {7.69) FL {7.81) UP (7. 78) TC / {7.67} FL {1.78} LIP /8,0/1-/ (7.84) LIP / 8.20) TC 1.ey,[\ (8.01) I 7.91 L rs.23 rt fl.86 {Ji, 1.98 b.82! re 17.75) TC (1.11) FL /(7.74) FL r ASPHALT _,, (7.64) FL 1.77} LIP '""'' 1.72) LIP / ~ MAP OF CANAL SECTTON NEWPORT BEACH (8.41) BW (8.27) BW ' (7.60) BW (7.64) BW 18.14) BW (8.08) BW (7.91! BW .,. Co' It' fl.BJ) BW I "' "' \ " C " I ' I I C)SCO / /7 -~ ~ FND LT!< T L58862 Legends: BBQ BARBEQUE BNCH BENCH BFP BACK FLOW PREVENTOR BLDC BUILDING CORNER BW BACK OF WALK CBN CATCH BASIN EOC EDGE OF CONCRETE ESND EDGE OF SAND FND FOUND MONUMENT TURF EDGE OF ARTIFICIAL TURF EW EDGE OF WALK EWAT EDGE OF WATER FL FLOWLINE FLAG FLAG POLE FS FINISH SURFACE GI GRATE INLET LIP LIP OF GUffiR MOW MOW STRIP PWALL PLANTER WALL RWT RETAINING WALL TOP STRS STAIRS TOPB TOP OF SLOPE TOP SD PIPE TOP OF STORM DRAIN PIPE (7.94) BW I (1.89) BW 1.87) TC {7.89} rs i----1a ,, - 1.86) TC (7.90) rs 17.87! TC ...JJ...90} FS (1.89} EOC ,,/----=~~ @ @ ===--v (1.95[E,',7 1 I ,-J ~ 1/~l;l / +(B.02) ) 0 0 0 0 , ~~ \'; /~= 118."-"18'---')Eoc:::DC'------,_ ~ ~ ~"" ~ r +(B.02) ___, ~h<'l\7\~ ~): ~ "= ~ 77 /l' \ ~ (8.12) .,,.-BASKETBAU COURT_,,,, +(8.26) +(8,42) (8.44) EOC (8.35 EOC / 7 ' ' ' ' I I I ' ' +(865) (8.56) EOG [ / (856) EOC I I ' ' ' I I rGRASS ✓ 1 +(8,51) 6 ' ' l +/a.61) BLOCK 338 rCRASSJ +/8.44) +(8,51) (8.49) EOC J / • CONCflETEV 5 +(B,42) +(8.13) (8.35) TURF I \ (8.25) TURF 4 (8.16) TURF ,,,--SANO..../ ' ' (8.12 lTURF V ' (7.98) TURF / +(7.84) ~ V -+(7.97) _W ~ "'-==~ I V ,l 8 +(824) (9.23) WALL ~ 1.91) EOG o ' 18. / V 1 1 (1. 93) EOC n (7 8/} [OC "'OU. J J ~ rGI/ASS J I ' r--------JJ (8.04) TURF ' ' ' (8.25) "-. en • ~ '" 83) WALL J ' (9.10) WALL (; "--(7.78) [OC z I I (1..87/ t<l6-,..._ l ( 13 I l.BJ EOC f STE (8.97) WAtt-J ,N' ----... rTURFJ ,-~-.,J 17.26) 57R5r5 -1,, (1.82' EOC i' ('y.2,' air<! < ,, ,, ~ ' (8.86) WALL ~'JCP:J , (1.86) EOG !'-'2!fil '2!fil / 1SIJ : 8_35) EOC ;:i +(7.73) ISIJ 3 1.99) +/792) (1.32) 57115 (7.46) ~ ~-·,_ J (9_01 WALL J\:--.-~.!.:__ "--...._ 18.231 EOC: \ 1 6 99Y' , , 5TfP. ..._. v x \ rCO//CIIETE J l '(8•37i ,~, \ \ ~\ (7.19} EOC / r-, / 1 i\' 18.16) FLAG •,' , t•n TURF I • 8.00) TURF ' / rl/A TURAL GRO/JNDJ "'-·-'....._ • 57115 I (1. '" <, "' , \~' "-. \ Vv ...._,_ (? , 7 ...._,_ • ,--....--(7.T'{.J I ..._, r,'""' (B.18) Erl -..... ' ,~ ' /7.9ti TURF J/, ..._..._ / /2 • r5ANDJ (8.81) 'LL "'+'~ , Lv ,, ,, EC" I w91 EOC '~ 1 / A." \ I\ h===== -"' ? :ZS.oa) rom10 GP\ ' ~ 57115 i'li: ' / / / i ,µ.-L ~ I \.i \\ (1.011 EOCJ ~ \ 't ~NG ';~~r/ l~-~V;1~ l(~;i:~PIPEB" rSAIIDJ,,,1 (B.B 7 }WALL =-.: 'O'Y,:J\ i (1.Bl)EOC /HANDRAIL (1.89)EOI/ C::-'-.-;;;.--1 rb~ I)(;,, :i:~';" ,\!/ G / " (1.49) TOPt <'ft (4.94))4,~t:-::-"":..!:!!:.~ c• i;]V/ 1 / / , \ '7 /, • / EOC 1.761 EOC i :_ '-~ , // ",' ~ / I' 60, mio ~ (6.64) ES/ID I 18.74! ~ALLII; =~J ~ (5 10~ /,"'==~ '6.59' mm J •49 5 09}, ''{5.SB), /' \ (1.89) RWT ' /'(5.58} VI , ~ I'/ ;'--~ 4.24) (I fl ~<Jl~I.I 1 = • ,,_ _, RWT I J' CONCR~~ 1 I (4.19) 70£8 I /I I = (5) 10· GP i J.18J m,qq I -= 1 •15J \,19 i I +(166) (3! 10 ~ • l +/J.6oJ ~m / w~• 1, ·" -= = o,= , .. 41 +14.1" ', +{379' :==+~-/~J'~l":~1:;~~~~;1r-------------~J ______ :::::::J~-----=:;------~--+:(:J~70:~---------~t=======: (2.92) TOP SD PIPE i 1 '\,, \ i I ~ ' 7 ' ' ,? I 7 I 'Z..../ I +(382) ' ; I T~ 836) EOC 0 0 0 0 w n 0 0 ;e- n en z (1.87) EOC 11.86) BLDG '7.29) EOC 1.21) BLDG 17.17) EOG 17.76! WALL 2 TOEB TOE OF SLOPE 1---------L--------' ' ' (0.58) EWA[..,- \ / TC TC WALL WALLS &,. CONTROL POINT [[)I] DRINKING FOUNTAIN ICY IRRIGATION CONTROL VALVE D<I * LIGHT * PALM TREE @ GOURD POST IIlll CABLE TV PULL BOX TV CABLE TV RISER a ISil STREET LIGHT PULL BOX ® STORM DRAIN MANHOLE QSCO SANITARY SEWER CLEAN OUT ----,,----SIGN [I] TELEPHONE PULL BOX (81) TREE UCAB UTILITY CABINET ~ WATER METER NOTE: ANY CHANGES MADE TO THE INFORMATION ON THIS PLAN WITHOUT THE WRITTEN CONSENT OF GUIDA SURVEYING, INC. RELIEVES GUIDA SURVEYING, INC. OF ANY AND ALL LIABILITY. a• SO (2.09) /NV/ (0.59) £WAT I N36'19'57"W (0.50) [WAT / 10.49! EWAT (0.55) EWAT / \ Note: THE BOUNDARY SHOWN HEREON IS BASED ON RECORD MAPS ON FILE IN ORANG£ COUNTY AND IS FOR INFORMATIONAL PURPOSES ONLY. NO TITLE REPORT INFORMATION WAS PROVIDED BY CLIENT. WATFR WAY THE RIVO ALTO (0.50) £WAT 142.85' (0,56) , .. ,. • \ \ TOPOGRAPHIC VIEW SCALE: 1" = 1 O' Bacis of Bearings: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6263RT AND STATION GPS NO. 6287R3 BEING NORTH 48'54'54" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. Benchmark Note: THE ELEVA T10NS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK No. NB2-7-77. DATE 1995, ELEVATION= 8.565 FEET, (NAl/0 88) M.M. 4/98 (~ I- tti ~ C/J i!: ~ 1 Surveyor's Statement: THIS MAP WAS PREPARED BY ME OR UNOER MY DIRECTION AND IS BASED ON A FIELD SURVEY PERFORMED IN JUNE 2019 ;;Z ~ TIMOTHY S. FETt P.LS. 7542 6/12/19 DATE: SHEET * 1 OF 1 SHEET ,.. "' I:! "< c:, ci <: (l.!l5) lilt (ii 19) B'II (7.01 n(8.05 � J�1 IP I tJ} I" (/r,)ry (-,_ 7ti) IIP o o• fl.84) ,.P /-APHALT--1 75 tr ('. 6!J H-/7 81 UP \ (iH..:.� T[; J.67 n 7 8(J /fo • I (8.<nJ B r:uJ/1...._ ··}5)II l / (/.d4) 17, �2) UP .·, ffe . .,, r .. ,n- 50. Ti>'i ,,,"1 ,u�I I / II{: .�'l ffY> 50 ,.. ,f � so {209) l'1r I -r UNDERGROUND SERVICE ALERT CALL: 811 TV'!O V'lORKING DAYS BEFORE YOU DIG o· I a.n1 rr .., S? FT ( :/ 9 'f 5' (IH) 811 PROPERTY LINE (P.L.) 10' 20' osco (d/!IJJ aw 119/jfot _. PH: !-· / l.69/ ''!, ' --� '£\241 Wit PROTECrll'i PC-A( EX. GRASS 'I -/6 ,11--� -+1!111)---L.O.W . T . . . • t ' t + •t + -.. ;;;-'< > + ( 7 B..J) lilt , J.64} e,� c::t'-:3" + ,-.. ' !-' f ··++ + •+. + t +(/ .. <.:) ( · r;oJ- --1:f�- - - - - -- (76D} "' .:C:--:1------NEH IRRIGATION CONTROLLER LOCATION _c------NEH SCE CABINET LOCATION . . �.� _J I DEMOLITION LEGEND, DESCRIPTION, e EX. STONE 1-'lALL TO BE REMOVED �QEX. RESILIENT PLAY SURFAGING TO��BE REMOVED 4 REPLAGED oeEX. PLAY SANDe EX. BENCH TO BE REMOVED �EX. DRINKING FOUNTAIN TO BE V REMOVED • REPLACEDa EX. EMPTY SHED TO BE REMOVED < v:::.J REPLAGED (:;\EX. SCE ELECTRICAL CABINET TO VBE REMOVED eEX. ELECTRICAL PULLBOX e EX. PARK LIGHT POLE C".::.\ EX. IRRIGATION C,ONTROLLER TO BE '(::;I RELOGA TEDCJ e EX. C.ONC.RETE TO BE REMOVEDe EX. STONE 1-'lALL TO BE REPAIRED e EX. STONE 1-'lALL TO REMAIN 8 EX. PLAY EQUIPMENT TO REMAIN �::::: j e EX. GONCRETE TO REMAIN 8 EX. PALM TREES TO REMAIN ==ca Q EX. GONCRETE BULKHEAD 4 GUARDRAILv:..;) TO BE REMOVED 4 REPLACEDt:::\Ex. PIGNIC TABLES TO BE REMOVED• '(::;J REPLACED W NEH IN SAME LOCATIONt.:::::\Ex. BARBECUE GRILLS TO BE REMOVED \(_y < REPLACED W NEH IN SAME LOCATIONe EX. FLAGPOLE TO REMAIN D8EX. PLAY SAND TO REMAIN o�o�o�c QEx. GRA55o"o...,o 'J•• • • 8 EX. TOTLOT C.ONC.RETE ED6E8 EX. PALM TREE TO BE REMOVED DEMOLITION NOTES COMMENTS, REMOVE 4 SALVAGE STONE FOR REPAIR ON EXISTING 1-'lALLS TO REMAIN DEMOLISH, REMOVE, • DISPOSE OFFSITE PROTECT IN PLACE, GONCRETE SUB-SLAB/EDGE TO BE REMOVED ONLY IN AREAS lt',!HERE NEH IMPROVEMENTS ARE BEING INSTALLED REMOVE < SALVAGE, TURN OVER TO GITYDEMOLISH, REMOVE, • DISPOSE OFFSITE DEMOLISH, REMOVE, 4 DISPOSE OFFSITE REFER TO ELECTRIGAL PLANS FOR NEH ELEGTRIGAL CABINET PROTECT IN PLAGE PROTECT IN PLAGE REFER TO C,ONSTRUC.TION PLANS FOR NEW LOCATION DEMOLISH, REMOVE, 4-DISPOSE OFFSITE REFER TO CONSTRUCTION PLANS < DETAILS FOR REPAIR INSTRUCTIONS PROTECT IN PLACE PROTECT IN PLAGE PROTECT IN PLAGE PROTEC.T IN PLAC.E STEEL/HOOD RAILING • BULKHEAD AT PARK ELEVATION TO BE REMOVED. SEE DETAILED IMAGE BELOW FOR ITEMS TO BE PROTECTED IN PLACE. REMOVE, COORDINATE SALVAGE HITH CITY'S REPRESENTATIVE GRILLS TO BE REMOVED. PROTECT IN PLAGE, BBO FOOTING/POSTS. PROTECT IN PLACE PROTEC.T IN PLAC.E; EXC.AVATE SAND ONLY lt',!HERE NEH IMPROVEMENTS ARE BEING INSTALLED REMOVE 4 DISPOSE OFFSITE PROTEC.T IN PLAC.E REMOVE, < DISPOSE OFFSITE I.THE GONTRAGTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BIDS.2.ALL DEMOLITION ITEMS SHALL BE REMOVED FROM THE PROJEGT SITE AND BE DISPOSED OFIN AGGORDANGE WITH LOGAL GODES. 3.NO RUBBISH OR DEBRIS SHALL BE BURNED ON SITE. ·----�--------------J ___ _--�-----------�.j."!,'��------- 4.ANY DAMAGE TO EXISTING PLANT MATERIAL, HARDSGAPE; HARDSCAPE ELEMENTS,IRRIGATION AND ELEGTRIGAL INFRASTRUGTURE SHALL BE REPAIRED OR REPLAGED BYGONTRAGTOR TO SATISFAGTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AT NOADDITIONAL GOST.5.GONTRAGTOR SHALL VERIFY LOGATIONS OF ALL UNDERGROUND UTILITY LINES, PIPES,VAULTS OR BOXES PRIOR TO ANY EXGAVATION. ANY DAMAGE INGURRED TO ANY EXISTINGUTILITY ELEMENTS SHALL BE REPAIRED AT NO ADDITIONAL GOST TO THE OWNER. PLANS PREPARED BY: 31591 Camino Capistrano RSan Juan Capistrano, CA 92675 www.RJMdesigngroup.com 1949] 493-2690 lax [949] 493-2600 phone EXISTING CONDITIONS AT BULKHEAD b.GONTRAGTOR SHALL NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULDFIELD GONDITIONS VARY FROM THOSE SHOWN ON PLAN.7.LOGATIONS OF GONSTRUGTION ELEMENTS, LIGHTS, SIGNS, VENTS, HYDRANTS,TRANSFORMERS, ETG., ARE APPROXIMATE. GONTRAGTOR SHALL NOTIFY OWNER'SAUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD THE LOGATION OF THESE ITEMSINTERFERE WITH THE PROPER EXEGUTION OF WORK.8.ALL TREES TO BE PROTEGTED IN PLAGE UNLESS OTHERl-'llSE NOTED ON PLANS.'1. GONTRAGTOR TO REVIEW WITH THE GITY'S AUTHORIZED REPRESENTATIVE ALL TREES TO BEREMOVED PRIOR TO ANY TREE REMOVAL. 10.GONTRAGTOR TO REVIEW WITH THE GITY'S AUTHORIZED REPRESENTATIVE ALL SITEFURNITURE INDIGATED FOR DEMOLITION FOR SALVAGE GONSIDERATION BAGK TO THE GITY. CONTRACTOR TO CONT ACT DIG ALERT PRIOR TO MOVING ON-SITE. EXISTING STEEL/WOOD RAILING AND CONGRETE BULKHEAD AT PARK ELEVATION TO BE REMOVED. ""--EXISTING HOOD POSTS/BACK BOARDS AT BEAGH ELEVATION TO REMAIN /PROTECT IN PLACE) C-7500-1 E � L 0 _o 0 L I0I " 0 CD N en / u u I r­oCDN '.;!, � L 0 a. u C 0 --�-�----�--------------------�---�---------� ----------�--------------------------------; " � L R EVIEWED 0 Q_ s DEMOLITION PLAN NEWPORT ISLAND PARK •• PATRICK ARCINIEGA " M DESIGN SENIOR CIVIL ENGI NEER RCE 70740 ! GROUP ,�������--,-������������������������ DESIGN ED ,s DR AWN RM CITY OF NEWPORT BEACH D-1 .01 °i --------�-N_o_. �-o_A_TE_�o_E_s_cR_1P_T_1o_N _o_F_R_E _v1_s1_0N_s __________ �_AP_P_R _o v_E_o�-------�-c-HE_c_KE_o_: _LR�o_A_1E_0_7�/_o,�;_19� _____ P_U_B_L_lc_w_o_R _K_S_D_E_P_A_R_T_M_E_N_T ____ �_P_-_5_2_6_2_-S_�: RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 1. 911 l ' I L • l6i :, 4'-!I I() I J'' PRO,r~T .'P l I ' Ll f\'UT. OF WORK (L.O.W.) ----------- - -1,· D12 1 ' I Q_ 0 0 CJ O Q tJ:/j.~ o0 or:,o0 o0o0 0 0 0 0 \ i~--- MARCUS AVE - . . . ' ~· .!. ~; ' "'2 4'- • ~ ~l\o, '-'-' . . I> J i'" - 15'-8 ' TV ' L q I -l I , • ' • • • I J E Q_ m ..- Ol '--~ 0 '--0 °' " cl Q_ cl 0 ~ z I GRADING GENERAL NOTES GENERAL 1. 2. 3. 4. 5. 6. 7. 8. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT All TIMES. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM All BUILDING AND SLOPE AREAS. 9. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. 10. 11. All PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. All MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. EROSION CONTROL 1.TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2.EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 3.BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THEWORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. REQUIRED INSPECTIONS 1.A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIREDFIELD INSPECTIONS Will BE OUTLINED AT THE MEETING. GRADING FILLS/CUTS 1. Fill SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TOTHE FINISHED SURFACE. 2.All FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTIONEFFORT APPLIED TO THE Fill AREAS. 3.AREAS TO RECEIVE Fill SHALL BE CLEARED OF All VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE Fill. 4.FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 5. All EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 6. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 7.All TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 8.THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT. 9.LANDSCAPING OF All SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THENBMC. UNDER6ROUND SERVICE ALEf<.T GALL: 811 TJ/'10 Jl'IORKIN6 DAYS BEFORE YOU D16 NOTICE TO CONTRACTOR CAUTION: THE ENGINEER PREPARING THESE PLANS Will NOT BE 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. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY NECESSARY ADJUSTMENTS TO ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PREVENT DAMAGE TO ANY UTILITY FACILITIES SHOWN AND ANY OTHER FACILITIES NOT SHOWN ON THESE PLANS. All CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS AGREE THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THEY Will BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. THIS INCLUDES PROVIDING FOR THE SAFETY OF All PERSONS AND PROPERTY AND SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTORS AND SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND DESIGN PROFESSIONAL FROM ANY AND All LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN PROFESSIONAL. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES All LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE All UTILITIES BEFORE CONSTRUCTION. PLANS PREPARED BY: 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: tec@civtec.net CIVIL ENGINEERING CONSULTING A1 t 10/1/19 NO. DATE NOTE: EXISTING TOPOGRAPHY WAS PROVIDED BY GUIDA SURVEYING, INC., DATED JUNE 11, 2019. NO WARRANTY IS MADE BY civTEC AS TO THE ACCURACY OF THE EXISTING FIELD CONDITIONS SHOWN. CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY CITY IMMEDIATELY OF ANY DISCREPANCY. LEGEND PROPERTY LINE B.O.W. BLDG. -----LIMITS OF WORK C.l. ,{8,51) CONC. EXISTING SPOT ELEVATION D.F.E.P.-12·w-EXISTING UTILITY LINE F.G.(TYPE AND SIZE AS NOTED) F.l. GB F.S.---------GRADE BREAK LINE G.B.* H.P. LIGHT IRR. OR IRRIG. -l.P. [X1 VALVE P/AP.B.P.P. R.l. R.O.W. ST. T.C. T.W. W.M.w.v. DESCRIPTION OF REVISIONS APPROVED BACK OF WALK BUILDING CENTERLINE CONCRETE DRINKING FOUNTAIN EDGE OF PAVEMENT FINISHED GRADE FLOWLINE FINISHED SURFACE GRADE BREAK HIGH POINT IRRIGATION LOW POINT PLANTER AREA PULL BOX POWER POLE RIDGE LINE RIGHT OF WAY STREET TOP OF CURB TOP OF WALL WATER METER WATER VALVE REVIEWED: PATRICK ARCINIEGA SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: DRAWN: TEC STAFF CHECKED: TEC DATE: l0/1/19 NOTE SHEET NEWPORT ISLAND PARK C-7500-1 CITY OF NEWPORT BEACH C-0.01 PUBLIC WORKS DEPARTMENT P-5262-S RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. • • •• , • • • • • • • • • .. • • • .. .. . .. • • I (8.29) BW ,. 8.20) TC (780) I (1.91} LI MAP OF CANAL SECnON NEWPORT BEACH I I �95�' 8.19 SW I I I (1.15 T[7. 71 FL I 182 TC _/ L _ ____,:::;:::;;(s ;: 1 ::; 1) ;;"=·�==c__,=--=-===£;/;_: 8 :_; 2 ;'.; 11=e;w===-=c..=c__,=±!=G�a=. ",_)�a=wc..===·a=o'-aJ_.e=w_::::�==�(�l=";J ,:"�·�..,,iJ (1.83} BW .05 TC 69)FL --.81} LIP (7.18 TC (1.51 Fl {118) LIP {l.94) BW 7,89 &W (lfl9} [O[ (7 49) TOP I (J 19) 70[8 \ (171) FL •l/811)�(801) +(8.38) �wr·----,, I ...-8ASM fl34LL COUl?f ___. 7.81 TC (7.89 rs / @ I (7.BB) re(7.90) FS 7.87) TC (790) F 5 �@ MATCH EXIST. -(11.U;() 0 0 a I �I • (8.12)+(828) MATCH EXIST. +(842} (8. 18) [OC 8.44 EOC MATCH EXIST. 1/ MATCH EXIST. (7.91) FS I --\ w &, ' n n"' "- (8J5) EOC BID. ALT. MATCH EXIST. (7.78) FS (l.BI} me +(8.J4) l6.61) £SND (,182) TOP SD PIPE 8" +(J.21) (2. f12) TOP so PIPE I 's,d +;'J.66} (6.54) [SND 4 24) "J WALl {181 (891) (1.s2J rnc (5.59) ESND 16.' +(J.tW ....----C-RA5S _,, '8.56; EOC +{MiS) 856)[/JC (B.56 me +(s.,,1; (8. 74 WALJ (44' J.... (5) /0" ,P C)SCO ., ,. .., .. • 1/// SEE DETAIL 'A' ON SHEET C-1.02 FOR WORK IN THIS AREA V ;:·-(B.-28)-[l (8.39/EOC � \ V (8.JB) [QC ,=---,---,,�71--,....,J_ +('51) +(13.51) ®EXIST. CONC.SURFACE 8.49) EoC SEE DETAIL 'B' ON SHEET C-1.02 FOR WORK IN THIS AREA , (8.44) (5.58) +ii, l , 0 • +(��l!J} -(842) • • , // /, '/1' (8.35) TURF 8.35 FS 2 8.16FS +(J.mJ 8.15 FS / 8.20 FS 8.05 FS • • • '� ..l " ••. cao1; ,w., 1 8 SD (2.09) !NV j '-.._=====-------=----N-36_·1_9'_s1_"w ___ .,_.-==�-:-:--:------1-4_2._ss_· � WAlFR WAY THE RIVO AL TO . (0.59) EW,4 T / UNDER5ROUND SERVICE ALERT GALL: 811 TV'!O V'!ORKIN5 DAYS BEFORE YOU DI 5 (0,50) EWA/ / o·5' 10' (D 55) [WAT 20' (0 49) [WA r (D.5U) [WA r \ \ PLANS PREPARED BY: 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: tec@civtec.net CIVIL ENGINEERING CONSULTING /(A I 10/1/19 • I (7,6,tl BW IN] • ,-.. " . • I I •. • < I 0, ,,,a.oo rs •D .; I"' • a ,,1GB -·-- a • I.•> • 8.00 FS ' 8.00 FS I 12.9'-i - ' . ' ; •• , .oo; I 0 0 "' 760)BW J 7.90 FS PROP. SHED PER LANDSCAPE ARCHITECT'S PLANS EXIST. P.B. 4 EXIST. LIGHT 5 JOIN '1 I NO. DATE DESCRIPTION OF REVISIONS G) ® ® @ 1-,-/ /-/-/-,I ® NOTE TO CONTRACTOR: EXACT LOCATION OF EXISTING UNDERGROUND PVC STORM DRAIN LINES BELOW EXISTING TOT LOT ON-SITE ARE UNKNOWN. CONTRACTOR SHALL: •VERIFY LOCATION, SIZE, ELEVATIONS OF EXISTING STORM DRAIN AND VERIFY DESIGN AS A FIRST ITEM OF WORK. NOTIFY CITY IMMEDIATELY OF ANY REQUIRED CHANGE IN DESIGN. •NOTIFY CITY IMMEDIATELY OF THE LOCATION AND SIZE TOINSURE CONTINUITY OF DRAINAGE UPSTREAM IF INLET PIPES ARE FOUND CONNECTING TO EXISTING GRATES THAT ARE REMOVED DURING THE CONSTRUCTION OF THIS PROJECT (OR PIPES ARE DAMAGED OR REMOVED DURING CONSTRUCTION)THAT RUN OUTSIDE OF DEMOLITION LIMITS. CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONSTRUCT HARDSCAPE PER LANDSCAPE ARCHITECT PLANS REPLACE EXIST. RUBBER SURFACE PER LANDSCAPE ARCHITECT PLANS -RECONNECT SUBDRAINAGE AS REQUIRED REPLACE EXIST. SAND SURFACE PER LANDSCAPE ARCHITECT PLANS -RECONNECT SUBDRAINAGE AS REQUIRED ADJUST CATCH BASIN/UTILITY BOX/VAULT TO GRADE PROTECT IN PLACE -ITEM INDICATED ON PLAN WATER/SEWER CONSTRUCTION NOTES @) CONNECT D.F. WATER SUPPLY TO EXISTING D.F. WATER SUPPLY @ CONNECT D.F. WASTE LINE TO EXISTING D.F. WASTE LINE REVIEWED: *NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED. NOTE TO CONTRACTOR: PRIOR TO CONSTRUCTION AROUND TREES, COORDINATE EXTENT OF GRADING WITH LANDSCAPE ARCHITECT AND ARBORIST. SEE TREE PROTECTION NOTES -DETAIL 2, SHEET L-6.01. C-7500-1 PATRICK ARCINIEGA PRECISE GRADING PLAN NEWPORT ISLAND PARK APPROVED SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: DRAWN: TEC STAFF CHECKED: TEC DATE: l0/1/19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-1.01 P-5262-S RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ) ) -, (~.01) I ({J.ZJ c /7~6) (7. 98) UP ,.J_{l.64/ Fl. '8.0I) I '(l71)UP I --+•--1-_j ,l'l)- (7842~1 I -45PHAL1-I (1.75/ re 1 (I fiS) ri \ r1B2J ur --J (8.12) it. {c61)~ (l.80) UP .,.~mr -7 L805 FW I I I f I r I ~9_. '~il~WA~L~l ~ I MATCH EXIST. --;::==,--.J(7.83) FS >-/191) ' ...--NATURAL! GROUND-~ ,I I I (6.91 ...,__ 't-.99 0 z '7 84) BW [I] • -J I I ----------~, ,Ff; ------('/0 (8.BlJ IL ,,,-5ANIJ- :ff? S4N/) ./ )_t i ,. (~u4) EOC ISI] L ~ J • I -+----·' • l] (()5 RCELlt R.C.E. #81640 /1541 BW :::-, I .. r;p 8.52 TC 7.85 FS (7.82) FS UNDER5ROUND SERVICE ALERT GALL: 811 TV'-10 V'!ORKIN5 DAYS BEFORE YOU DI 5 " ' (5 58) 8.54 TC 7.87 FS (7.87) FS � J •0.7% 8.58 TC 7.91 FS I \ \ . JOIN (8.20) FS T --(/!' /; C SAWCUTl,LINE � ®EXIST. CONC./ SURFACE a 8.12 FS -.._..--Jf;;O";l';,N ,..,.(8.18)FS SAWCUT LINE [_ 8.21 FS u1_ (8.2-:) EOG I _J ·I� ,;:r, ,, d .. < '"' :; I• • ..J d .... • "' J..J • 4J 10.6% EXIST. LUMBER WALL ®-SEE DETAIL 1, SHEET L-2.03 5 8.65 TC 7.98 FS a .J J • • ' P/A :lj "' ..J.. 2.4' 6.0' � ' 3.0'-- 7.99 FS 8.76 TC 8.09 FS 8.04 FS DETAIL 'A' SCALE: 1" = 5' T \_-::o\( C. HP8.79 TC 8.12 FS DETAIL 'B' SCALE: 1" = 5' PLANS PREPARED BY: CIVIL ENGINEERING CONSULTING ' 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 /(A p: 949.463.8822 e: tec@civtec.net '< 7.92 FS 4,6' -- 8.00 FS <J 8.21 FS ' / 8.19 FS , •0.5% 8.73 TC 8.06 FS I 10/1/19 <• L7.90 FS P/A 'l I (9.21, \ G) ® 0 @ I�--//-,.-/-,I ® NOTE TO CONTRACTOR: EXACT LOCATION OF EXISTING UNDERGROUND PVC STORM DRAIN LINES BELOW EXISTING TOT LOT ON-SITE ARE UNKNOWN. CONTRACTOR SHALL: •VERIFY LOCATION, SIZE, ELEVATIONS OF EXISTING STORMDRAIN AND VERIFY DESIGN AS A FIRST ITEM OF WORK. NOTIFYCITY IMMEDIATELY OF ANY REQUIRED CHANGE IN DESIGN. •NOTIFY CITY IMMEDIATELY OF THE LOCATION AND SIZE TOINSURE CONTINUITY OF DRAI NAGE UPSTREAM IF INLET PIPESARE FOUND CONNECTING TO EXISTING GRATES THAT AREREMOVED DURING THE CONSTRUCTION OF THIS PROJECT (ORPIPES ARE DAMAGED OR REMOVED DURING CONSTRUCTION)THAT RUN OUTSIDE OF DEMOLITION LIMITS. CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONSTRUCT HARDSCAPE PER LANDSCAPE ARCHITECT PLANS REPLACE EXIST. RUBBER SURFACE PER LANDSCAPE ARCHITECT PLANS -RECONNECT SUBDRAINAGE AS REQUIRED REPLACE EXIST. SAND SURFACE PER LANDSCAPE ARCHITECT PLANS -RECONNECT SUBDRAINAGE AS REQUIRED ADJUST CATCH BASIN/UTILITY BOX/VAULT TO GRADE PROTECT IN PLACE -ITEM INDICATED ON PLAN WATER/SEWER CONSTRUCTION NOTES @ CONNECT D.F. WATER SUPPLY TO EXISTING D.F. WATER SUPPLY @ CONNECT D.F. WASTE LINE TO EXISTING D.F. WASTE LINE n u) z *NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED. NOTE TO CONTRACTOR: PRIOR TO CONSTRUCTION AROUND TREES, COORDINATE EXTENT OF GRADING WITH LANDSCAPE ARCHITECT AND ARBORIST. SEE TREE PROTECTION NOTES -DETAIL 2, SHEET L-6.01. ,---------<3J-------i NO. DATE 8.25 FS 8.83 TC 8.16 FS 8.34 FS &--------.,_r-+ • ---� 0.5% -� .J. ---- 8.92 TC 8.25 FS (7.77) FS 00) EXIST. LUMBER WALL ®-SEE DETAIL 1, SHEET L-2.03 5 +(3.6U) DESCRIPTION OF REVISIONS APPROVED REVIEWED: PATRICK ARCINIEGA SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: DRAWN: TEC STAFF CHECKED: TEC DATE: l0/1/19 C-7500-1 PRECISE GRADING PLAN NEWPORT ISLAND PARK C-1.02CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5262-S RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. . 85 ' fl 7.94 FS ~ 6 FS C I 8.1 5 FS " '!I \ I • -; RWT RCELll. R.C.E. #81640 <" , If" ~I <,! ~ ~ <) _] J,37,2' ~ <1-,j .,I ~ "' ~ I / • .. .. I I _J I I I II I MAP OF CANAL SECnON NEWPORT BEA CH osco ---I 1----------------------------------------------------------------------------- I : I I I I I I : _J l.. __, _ __,___I II I I I I I I --'-"M-'-'ARCUS A VENUF;_le'----• __ J I I L _____________________ �J'-------------------------------------�=�---------------- i ---,--- I vi i:!: � -� 91 " I I .w I ..., bl .. 90 [I] � • •. I, ,:'.--�.!'.'...=::e:::':::c=,;;.__,�4--!, I -, •• • • 90 9 ••.•• • ,, . ' •• • "' .,,... ,, I•, a " • �- " . I " ' '*r 90 , � . :===--�-��--�::---------�============�-------------=========1�---===-==��l;:='C =--- UNDERGROUND SERVICE ALERT GALL: 811 Til'lO il'lORKIN6 DAYS BEFORE YOU Dl6 O' 5' ===-==----------N-36_·_19_'5_7_'W ______________ 14_2_.B_5'� 10' 20' WA TER WA Y THE RIVO ALTO PLANS PREPARED BY: 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: tec@civtec.net CIVIL ENGINEERING CONSULTING /,A NO. DATE ' D ,D 0 0 • 0 • .w 0 0 z , DESCRIPTION OF REVISIONS CONSTRUCTION STORMWATER MITIGATION MEASURES (BMPs) THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK. CALIFORNIA STORMWATER QUALITY TASK FORCE. SACRAMENTO. CALIFORNIA 2015, OR THE LATEST REVISED EDITION, APPLY DURING THE CONSTRUCTION OF THIS PROJECT. (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY CITY INSPECTORS) WE-1 WIND EROSION CONTROL NS-1 WATER CONSERVATION PRACTICES• NS-2 DEWATERING OPERATIONS• NS-3 PAVING OPERATIONS• TC-1 STABILIZED CONSTRUCTION ENTRANCE• TC-3 ENTRANCE OUTLET TIRE WASH• NS-7 POTABLE WATER/IRRIGATION• WM-1 MATERIAL DELIVERY AND STORAGE• WM-2 MATERIAL USE• WM-3 STOCKPILE MANAGEMENT• WM-4 SPILL PREVENTION AND CONTROL • WM-5 SOLID WASTE MANAGEMENT• SE-1 SILT FENCE SE-4 CHECK DAMS SE-5 FIBER ROLLS SE-6 GRAVEL BAG BERM SE-7 STREET SWEEPING AND VACUUMING SE-9 STRAW BALE BARRIERS SE-10 STORM DRAIN INLET PROTECTION EC-1 SCHEDULING WM-6 HAZARDOUS WASTE MANAGEMENT• WM-7 CONTAMINATED SOIL MANAGEMENT• WM-8 CONCRETE WASTE MANAGEMENT• WM-9 SANITARY-SEPTIC WASTE MANAGEMENT • NS-8 VEHICLE AND EQUIPMENT CLEANING • NS-9 VEHICLE AND EQUIPMENT FUELING • EC-2 PRESERVATION OF EXISTING VEGETATION EC-5 SOIL BINDERS NS-10 VEHICLE AND EQUIPMENT MAINTENANCE• NS-12 CONCRETE CURING NS-13 CONCRETE FINISHING NOTE: * LOCATIONS TO BE DETERMINED BY CONTRACTOR AND APPROVED BY CITY INSPECTOR EROSION CONSTRUCTION NOTES: @ @ @) INSTALL GRAVEL BAGS (SE-8) INSTALL CHAIN LINK CONSTRUCTION FENCE (WITH WINDSCREEN)· EXACT LOCATION TO BE APPROVED BY THE CITY PLACE 'VISQUEEN' (OR EQUAL) ON BAYSIDE ON BAGS ALONG SEA WALL TO TEMPORARILY PROTECT PROJECT SITE FROM "KING TIDES" •PLACE FLAP OF VISQUEEN FIRST ON WALL, THEN PLACE SANDBAGS, THEN WRAP VISQUEEN OVER SAND BAGS. PLACE FINAL ROWOF SAND BAGS ON TOP OF VISQUEEN TO PREVENT TIDE WATERFROM FLOWING THROUGH THE BAGS LEGEND GRAVEL BAGS (SE-8) CONSTRUCTION FENCE (W/WINDSCREEN) 3" MIN. OPENING BETWEEN BAGS 2 BAGS HIGH AT TOP ROW ( �1 ( x ) A--==F SECTION A-A SANDBAGS (GRAVEL BAGS): 1.GENERAL: SANDBAG SHALL INCLUDE PROVIDING ALL LABOR, MATERIALS, ANDEQUIPMENT TO FABRICATE AND INSTALL SANDBAGS AS REQUIRED TO FACILITATETHE CONTROL OF EROSION. 2.LOCATION: SANDBAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONSSPECIFIED BY THE CITY, AND IN LOCATIONS DEEMED NECESSARY BY THECONTRACTOR. 3.FABRICATION: SANDBAGS SHALL BE FABRICATED USING FACTORY SEWN ORSEALED BAGS OF WOVEN POLYPROPYLENE, TREATED TO RESIST DEGRADATION BYULTRAVIOLET LIGHT AND HAVING SUFFICIENT RESISTANCE TO TEARING TO ALLOWRELOCATION OF BAGS WITHIN SIX MONTHS OF INITIAL PLACEMENT WITH A LOSSOF NOT MORE THAN FIVE PERCENT OF THE BAGS. THE BAGS SHALL BE FILLED WITH SUBROUNDED TO ROUNDED GRAVEL LESS THAN3/4-INCH IN DIAMETER, WITH LESS THAN FIVE PERCENT OF MATERIAL PASSING ANO. 30 SIEVE. THE FILLED BAGS SHALL HAVE THE OPEN ENDS SECURELY FASTENEDPRIOR TO DELIVERY TO THE SITE. 4.INSTALLATION: SANDBAGS SHALL BE INSTALLED IN A SIDE BY SIDE MANNER TOENTRAP SILT AND MUD, AND TO DIVERT THE FLOW OF WATER. NOTWITHSTANDINGTHE OTHER REQUIREMENTS OF THIS SPECIFICATION, FAILURE OF THE BAGS TOPERFORM THIS FUNCTION SHALL BE REASON TO REJECT THEIR INSTALLATION. SANDBAGS SHALL BE INSTALLED WITH THE WIDEST FACE AGAINST THE GROUNDSURFACE OR THE UNDERLYING COURSE OF BAGS, AND PRESSED IN PLACE TOCONFORM TO THE UNDERLYING SURFACE. THE BAGS SHALL BE PLACED WITH THETIED ENDS IN THE "UPHILL" OR "UPSTREAM" DIRECTION, BEGINNING AT THE LOWESTOR MOST DOWNSTREAM BAG, TIED ENDS WILL BE TUCKED UNDER BAG.SUBSEQUENT BAGS WITHIN ONE COURSE OF BAGS SHALL BE PLACED SO AS TOREST UPON THE TIED END OF THE PREVIOUSLY PLACED BAG, WITH NOT LESS THAN10 PERCENT OF THE BAG IN CONTACT WITH THE PREVIOUS BAG, AND NOT MORETHAN 20 PERCENT IN CONTACT. SUBSEQUENT COURSES OF BAGS SHALL BE PLACED AS DESCRIBED PREVIOUSLY,WITH THE MID-POINT OF THE BAGS STRADDLING THE JOINTS OF BAGS IN THEUNDERLYING ROW. CONSTRUCTION OF A SANDBAG BERM PERPENDICULAR TO THE DIRECTION OFFLOW SHALL INCORPORATE BAGS PLACED IN A "PYRAMID" CONFIGURATION,WITH ALL INDIVIDUAL BAGS ORIENTED PERPENDICULAR TO THE DIRECTION OFFLOW. THE BERM SHALL BE CONSTRUCTED WITH A SPECIFIED NUMBER OF ROWS ATTHE BOTTOM (IN CONTACT WITH THE GROUND), WITH SUCCESSIVELY FEWER ROWSIN EACH OVERLYING COURSE. THE UPSTREAM AND DOWNSTREAM FACES OF THEBERM SHALL BE NO STEEPER THAN 1-1 /2 FEET HORIZONTAL TO 1 VERTICAL DAMAGE WHICH COULD FORESEEBLY BE PREVENTED BY PROPER SANDBAGINSTALLATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THEPROJECT'S STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND THERECOMMENDATIONS OF SOILS REPORT. 2.EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACHWORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 40%. 3.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLEAT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BEAVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TOFACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICESAT ALL TIME. 4.CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS.ADJUSTMENTS TO THE EROSION CONTROL PLANS ARE ALLOWABLE AS REQUIREDAND APPROVED BY CITY. 5.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENTSTRUCTURAL AND NONSTRUCTURAL BEST MANAGEMENT PRACTICES (BMP) INCONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER BMPHANDBOOKS. 6.AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROMSTREETS, CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACEPROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BEIMMEDIATELY REPAIRED. INSPECT CATCH BASINS FOR SAND BAGS THAT MAYHAVE FALLEN IN AND BLOCKED DRAINAGE. 7.THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKENECESSARY PRECAUTIONS TO PREVENT TRESPASS ONTO AREAS WHEREIMPOUNDED WATER CREATED A HAZARDOUS CONDITION. 8.AFTER CONSTRUCTION, INSPECT CATCH BASINS TO INSURE BMPs HAVE NOTFALLEN IN AND CLEAN OUT ANY CONSTRUCTION-RELATED DEBRIS. SE-8 GRAVEL BAG DETAILS SCALE: APPROVED N.T.S. REVIEWED: PATRICK ARCINIEGA SENIOR CIVIL ENGINEER RCE 70740 DESIGNED: DRAWN: TEC STAFF CHECKED: TEC DATE: l0/1/19 C-7500-1 EROSION CONTROL PLAN NEWPORT ISLAND PARK CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-2.01 P-5262-S RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I I I I I ·- - I I I I I I I -------- I ~ I ----- !SIi \ ' ' ;,., I on z ~ /// ,_ ----- (oi\_ H2.8' " .• l!lfill lll1lll [SI] i .. • • ~ ~---- 1 10/1/19 -• ----- • , 7 \· I-• • ' u • • ' • • n • - A-:=t= ·- - - -----. I I I I-(./) --- I --- \ (n'P.) \ \ UNDERGROUND SERVICE ALERT GALL : 811 THO lrlORKIN6 DAYS BEFORE YOU D 16 I / -- a· 5' 10' MARCUS AVE PROPERTY LINE (P.L.) 4 _J <I / <I 4 / 41 ' 20' SEE ENLARGEMENT #I BELOI', FOR DIMENSIONS OF NEY'l C-ONSTR!JC, TION. I (TYP.) -------- _J 4 + + +,,, + + + + + + _J (TYP) r __ , I ___ _ 07------------------LIMIT OF WORK (L.O.W .) .1 --. <J -• I n'PJ / • ENLAR!SEMENT #2 :, ¾AI-E,i" = 5•'..o:• 4 qJ / CONSTRUCTION LEGEND CONSTRUCT /INST ALL, DETAIL REFERENCE EXISTING CONDITIONS: DESCRIPTION, 0 EXISTIN<S UTIL ITIES 0 EXISTIN<S TREE D GOLD JOINT C-ONTROL JOINT PEDESTRIAN PAVIN<S ,' BENCH 1-'llTH BACK D"tall -=2~, SheetL-2.01 Detail -=2_, Shee:tL-2.01 Detail -~-• SheetL-2.01 D"tall _ _,,,:5_, Sh""tL-2.01 Detail -='-, She,,tL-2.01 D"tall -~4_, Sh"etL-2 .01 1: ': ':' 10 EX ISTINe PEDESTRIAN PAVINe PROTEC. T-1 N-PLAC-E PROTEC. T-IN-PLAC,E PROTEC. T-1 N-PLAC-E DRINKIN<S FOUNTAIN (BOTTLE/DOe<SIE 60V<IL) 6 TRASH REC.EPTAC.LE 4'xl0' TUFF SHED RESILIENT 5URFAC-IN<S IN PLAY AREA TO BE PROVIDED BY OTHERS Detail 1,245 , Sheet:1--2.02 REFER TO DEMOLITION PLAN D"tall -~4_, Sheet:1--2.0 5 Detail -~4_, Sheet:l--2.02 SIJLKHEAD <SUARDRAIL H ITH NOTC.H OPENIN<SS Detail -~-, Sheet:1--2.05 BBQ <SRILLS RENOVATION OF EXISTIN<S HALLS PIC-NIC, TABLE 14 PET 1',AS TE D I SPENSER --• -0 TOTLOT C-ONC-RETE EDGE If" 110 C-ONC-RETE 5UB-BASE WORK UNDER OTHER TRADES DESC.RIPTION ~NEY'l SC.E ELEC-TRIC-AL C-ABINET 0 RELOC-ATED IRRl<SATION C,ONTROLLER \ 0 + + + + + t 1 -.+ ff' + + + I I +--+ + + + + + + \ •\ - I, (l) I I + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +· + + + + Detail -=2_, Sh""t:l--2.03 D"tall _,,_$_, Shee:t:1--2.0 $ De:tall --=2'--, Sheet:1--2.02 Detail -=IE'--, Shee:t:l--2.02 PER, PER ELEC, TRIC-AL PLANS PER IRRl<SATION PLANS <I " <J + + + + trrfl'J " + + + + + <I L) + + / <I 0 EXISTIN<S BBQ 0 EXISTINe STONE YSALL 0 EX ISTIN<S FLA<S POLE 0 EX ISTIN<S PLAY EQUIPMENT © EX ISTIN<S Ll<SHT POLE 0 EXISTIN<S STUC.C,O YSALL ® EXISTIN<S TOTLOT C-ONC.RETE ED.SE ® EXISTINe LUMBER SIJLKHEAD HALL + + d! ---1 .!) FINISH SCHEDULE DESC.RIPTION, C.OLOR, NATURAL <SREY FIN ISH, MEDIUM BROOM FINISH + + + <I + + + + T + + LJ ,y I _\ •a-actHHl,,-----'1,-- + + + + T T + + + + + REMOVE eR ILLS. PROTECT IN PLAc.E, FOOTIN<SS/POLES PROTEC T-1 N-PLAC-E PROTEC. T-IN-PLAC-E PROTEC. T-IN-PLAC-E PROTEC. T-1 N-PLAC-E PROTEC. T-1 N-PLAC-E PROTEC. T-1 N-PLAC-E PROTEC. T-1 N-PLAC-E + + + + + + + + + + + + + + + T ·~ )--< )---< 7'-/ ~ '------. I , , C~i ;'\_ / i) \-' '4'/ ~'t"'--1 -__.:.::I-J~"';~=---1/\,-4,~ /• '-,,-{?-,[~ ½' ', LI <J _J I-----< ~ J '\ ...,_, -~~711---a__--+,-, ----1-'f--+":cl r-: ',-1✓ y.;, : I\) <J .----i.,,i ;--< _/ I 4-< N }--1 ; I I ,a / I ..,,L. / I f--'--'----:,,.:.S:S,,,/ >--1 ' , )---( / >: ___[ )-I r-1 , I,, I/ I I ),,'--y <J _J / <J <J -".J 12'-11" ENLARGEMENT #I --· 5C.ALE'd" = 5•.,:o " ---. ' RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. N N E -L Q) _Q 0 L E Q_ (J) -<j- (J) CJ' " -0 Q_ u 0 I -' I l'- 0 (D N I[) / 'O u I l'- 0 (D N ~ -"' L □ [L -0 C-7500-1 § --~--~----~----------------------~---~~---------~-----------~-------------------------------------;~ REVIEWED CONSTRUCT ION PLAN i PLANS PREPARED BY: 31591 Camino Capi:strano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone R MDESIGN GROUP NO. DATE DESCRIP-ION OF REV SIONS APPROVED PATRICK ARCINIEGA SENIOR CIVIL ENGINEER RCE 70740 a, NEWPORT ISLAND PARK ~ r---0 I (D N f-------~-------+-------------------------~----------;\[) DESIGNED: AS DRAWN RM CITY OF NEWPORT BEACH L-1.0 1 ;;;- f-------------1 N CHECKED: LR DA1E 07/01/19 PUBLIC WORKS DEPARTMENT P-5262-S ~ ----------~--~----~----------------------~----~---------~-----~---~~~----------------------------------~Q__ Allttlorlzed Signature Date CONCRETE COLOR: CONCRETE TEXTURE: a, ..... 111 .... "!llli•�'.-t"""'"""""''*""OIIDKDlll'• QUANTITY: __ Q o).AJ\.�IL!.�a> Q >�KllPH ){H,1,'IUl!,t. Q�IINll,OUJII Q .-l(tl�ITE. 0 lll(lro!l!Jl'E0LATIE 0� a""" GENERAL PRODUCT NOTES, LD MATERIAL: o•­ )(1i!1!:1... E - EXPOSED nN!SllE'O SURll',t..CE lr.:!!ALLAT!UN IS R!lllJll!liD 111' UllOIS, � E00!:5 TO l!E EASED. t,IAAUf ,\CT1.lf,tl� TOL.1:AANCE t'll4" - ,:is Lil W/ 21'1.. SECURITY SIEE. Cola.£ .t TNffR f'm' BClT C) � .. • • 2'1:1\. OOill l(lU SECTION VIEW LID COLORS: X""Q Gii,0,¥ o­o= ' .... ' '••' �, ..... l,l,rt��-.......... --.11f"- --. . '"""' ""HOl£ (COOER£IJJ--H--+---i ,, ... \IERf .t HORIZ. "' .... , a• •• PLANV!E.W ' .-.�. �'·: , • ... ,_, ··-' '"" "·' . . -' . ·-' ·,, ' ' ' .,_ ,0-•• • •. .� ', ,_ .. , ·- r -• ,',,· ' ·-::_ ----_:. -, '... -; ,_ •.• ·, ,' r : , . ·' ,; ' • - �,,.. 1.0. ,,. H,O..R C:>VV,O..R E LI ,ST \... - -.,�:· . •.•• , __ l i=241/4'11ll. O.D.=i (UD .U:S} ZS"DIA. ROUND FUNNEL LID ELEVATION VIEW (QR Pl17A) IIOIJID PIJSilC LMll QCO "' CONSTRUCTION PLAN 217117 01 I---, "" QR-a..s3031W-A25 IWASTECONTAINERJ Cl.ASSJC 1•,, 1'!----,���������������� •• M PRODUCT: Q1-VIC648 QUANTITY: __ CONCRETE COLOR: o Q.11�•111l.RE& o �o�)( �11!",ll O !IJQllM Q 1"i!ial0�""11'< Q /,llllljl;� Q 1�m O CLISTr.alco.g;, o- GENE�PROOUCT NOTES: CONCRETE TEXTURE:· E • tXPOSED flNISH!D Sl.lRFAC!:. IN3TAUATION IS f!mtJ!RW BY CT'HEM AllEOGESTQ EEf>I..SEO, 1------------··---------------1 1-----------ct----------l e,_ ·>·· ELEVATION VIEW ' I aw, 3 <D @ ® G) ® @ G) ® @ @ BENCH DETAIL l.E6END, OUTDOOR ADA DRINKING FOUNTAIN Y'I/ BOTILE FILLER 4 DOGGIE BOY'IL, MODEL OLK4420BFIUDB FOUNTAIN FROM ELKA'!", (1!>00) 416-4106 OR APPROVED EQUAL. COLOR. EVERGREEN. SEE GONSTRUGTION PLANS L-1.01 GONNEGT TO EXISTING DRAIN LINE. GONGRETE PAD, FOOTING AND REINFORCEMENT AS SHOY'IN. 04 REBAR AT 16" O.G. EACH Y'IAY.t' SGH. BO PVG Y'IATER LINE Y'I/ qo'Y'IEEP. GONNEGT PER MANUFACTURER SPECS. BALL VALVE AND VALVE BOX. USE q"Xl2" BOX TO ALLOY'! ROOM FOR GONNEGTIONS. PROVIDE 6" DEEP %" Y'IASHED GRAVEL BELOY'I BALL VALVE. PROVIDE I" CLEAR. AD.JAGENT PLANTING AREA. SEE PLANTING PLAN L-5.01. q5% GOMPAGTED SUBGRADE. AD.JAGENT GONGRETE PAVING. EXISTING Y'IALL TO REMAIN. =ffi '1gll ,1111� ,..-,;:..__ I w= 5EC.TION VIE1'4 A-A SC.ALE, N.T.5 ,-. -> .,. ',-'_-:,> . �: 14-9/16"(371mm) 44" (1118mm) 1- IAuthorizad Signature Dais a:,:_,i....'"*'"""'-.""Jll'Of"""--­•P�IJJP-11JdllOl""•�•·l\!Wlaal:r•II.I'_.. ,me QUIC!CCRETE RECQMMEtjOS USING EPOXY TO ANCHOR THE BENCH TO A CONCRETE FOOTING. :�tr-�--­-� ... ,.;,, .. , .•.:' 1----··---1 SIDEVIEW 29" (737mm) •• 010" (254mm) •· -- � � z z 0 w� "' " "' :, "' ;:,� ""' "z a " !' !l I ! al Ui c,� j 19" (483mm) B 34-11/16"(881mm) ORIFICE: HEIGHT A 1-1/2" DRAIN(38mm) --..... ' ,· ... 33-5/16'(847mm '27" (686mm .... --".. ' . . '�.::_�.-�·� � -._}, ; __ ��. ·���� ·: . .;-·. ·�'-II • � • • <D @ ® ® @ G) ® ® © @ 2 LE<SEND, 1/4" RADIUS EDGE. PAVING FINISH SURFACE PER PLAN. i" DECK-o-FOAM EXPANSION MATERIAL BY, KR�­INSTALL PER MANUFACTURER'S SPEGIFIGATIONS. (qo,) 46q-2606. "GUN-GRADE" TY'IO-PART POLYURETHANE SEALER BY, PECORA CORPORATION (BOO)523-66BB, OR APPROVEDEQUAL.SPEED-DOWEL AT 24" O.G. AT ALL GOLD .JOINTS Y'I/ #4 REBAR, MODEL NO. PSD 12/ 04 T. Y'IITH PSD/04 B BASE. GONTAGT, -"IREAK(BOO) 325-q504. EXISTING GONGRETE PAVING. SAY'IGUT .JOINT. SINGLE BLADE Y'IITH 1/16" BEVEL AND CONTINUOUS GRAGK CHASER. •>" IF PAVING LESS THAN 4"THICK. I" IF PAVING 4"THICK OR GREATER. NOU:5, LOCATE .JOINTS PER SPEGIFIGATIONS UNLESS OTHERY'IISE INDICATED ON PLAN . .JOINTS SHALL NOT EXCEED 5'-0" O.G. MAX. SEALANT COLOR TOMATCH AD.JAGENT PAVING. ALL EXPANSION .JOINT SEALANT TO BE SEEDED Y'IITH SILICA SAND. ALL REBAR TO BE EPOXY COATED. 1/4"-- 0 " ' " < d '' 0 d ' ' A.TOOLED CONTROL JOINT I I I I \ ' < ' --,, " 6.EXPANSION JOINT C:.. C:.OLD JOINT 3/16" ' D.SAV'lC:.UT CONTROL JOINT / ----/ ' / " I 1/4" \ -A---<sJ_L/-\ 1 ' ',_ E.ENLARGEMENT CONCRETE JOINTS ® ® © @ I \ I NOTES, A -< PL'.AN VIEH SC.ALE! 1/2" = I '-0"REFER TO MANUFACTURER'S INSTALLATION GUIDELINES, SPEGIFIGATIONS AND DETAILS FOR GORREGT ASSEMBLY AND INSTALLATION PROCEDURES. CONFIRM LOCATION AND ORIENTATION Of DRINKING FOUNTAIN Y'IITH CITY'S REPRESENTATIVE PRIOR TO INSTALL. INSTALLER SHALL ENSURE PROPER ADA AGGESS AND GLEARANGES. ALL REBAR TO BE EPOXY COATED. ' i N <D @ ® G) ® @ G) ® ® © @ @ V'llDTH PER PLANS <J " -<I ,=11=1=11=1'1 lrl_ -,-l,�-3-,, G�1 �R-J-. -1:I . , 1 ,_I 1 1 1 --'I ,_ _, 1=11 =1 =111=1, LEGEND, PEDESTRIAN C.ONC.RETE PAVING 5EC.TION SC.ALE, 1-1/2" = l'-0" <i GONGRETE PAVING -REFER TO GONSTRUGTION PLAN FOR COLOR AND FINISH. 1/2" TOOLED RADIUS. • 03 REBAR, EPOXY COATED, AT IB" O.G. EACH Y'IAY, AT MID HEIGHT OF SLAB THICKNESS, TYP. q5% GOMPAGTED, MOISTURE CONDITIONED SUBGRADE. FINISH GRADE. THICKENED EDGE. FINISH SURFACE. REFER TO CIVIL PLANS. NOTES, ,n -N PROVIDE FINISH SAMPLE MOGKUPS IN THE FIELD FOR CITY REVIEY'I AND APPROVAL, PER PLANS AND SPEGIFIGATIONS. ALL GONGRETE TO BE TYPE V AND HAVE COMPRESSIVE STRENGTH OF 3,250 PSI MINIMUM AT 2B DAYS. PROVIDE 1/4" FALL PER 12" RUN ON ALL PAVING -MINIMUM. SEE DETAIL 2, THIS SHEET FOR GONGRETE .JOINTS, ALL REBAR TO BE EPOXY COATED. CONCRETE PAVING ELKA¥@ Elkay Outdoor EZH20 Bottle Filling Station Bi-Level Pedestal with Pet Station Non-Filtered Non-Refrigerated Model LK4420BF1 UDB SPECIFICATIONS MOUNTING INSTRUCTIONS and PLUMBING CONNECTIONS Pruv1de solid, well-drained surface lo mount pedes[ql foun1ain (concrete pad recommended). Mou11t on a smooth, flat. finished surface with adequate support (300 lb. load minimum). Secure unil with i8) 318' minimum fast811ers (not Included). Refer to rough-in Should be alladied firmly to mounting sutiace in order to secure unil, Modified low stream height bubbler for pet fountain. LoC'<:1te and install plumbing through ground as required. NOTE; Unit is not furnished with service valve. B -0 0,500' l'.IOLESEQUALLY SPACED 0 TWO 01?''A C 0 14" (356mm) {2A.) Posi1ion pedestal over plumbing and secure base to faste11ers. Remove access panels and connect supply and water lines. Turn on water supply and check for leaks, Reassemble access panels to pedestal. Trap and service stop not included. FRONT & SIDE VIEWS A-...,_ 30"(762mm) 010" I (254mm) I ' © ��)·,-!ab----, J 64"(1626mm) A:: 3/8� 0.0. Un plated copper tube connect. Shut off valve by others. B;;: Access pane1(8" x 1 O"J. C "' Removsble bot(om cover. OPERATING PRESSURES: Supply water 20 -105 psi maximum TOP VIEW 22" w· (66Drnrn) j5�9mni) -�B © "ADA Requirement 010' (254mm) in keeping with our policy of continuing product improvement. Ellwy reserves the righf to change product specifications without notice. Please visit e/!rny,com for the mos/ current version of El/my product specifica!ion sheets. This specification describes an Efkay product with design, quafily, and fimclional benefits to the user. When making a comparison ofolflet: producers' offerings, be certain these teatiires are not overlooked. E- C ill _o 0 L E Q_ m sj- 0, C D Du 0 ,.., -'" I ,... 0 CD N en / uuI ,-0 w r---�----------------------------------+---�--------------------------------------------------------------------------------------------------------------------------------,N 'J 4 TRASH RECEPTACLE DETAIL DRINKING FOUNTAIN 0 ,---�----------------------------------�--�--------------------------------------------------------------------------------------------------------------------------------,o_ UNDERGROUND SERVICE ALERT GALL: 811 TV'lO V'lORKING DAYS BEFORE YOU DIG PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949]493-2690 fax[949]493-2600 phone D C-7500-1 � --�-�----�--------------------�---�---------�----------�----------------------------------1 � C REVIEWED' CONSTRUCTION DETAILS NEWPORT ISLAND PARK 0 Q_ sill z I ,... R M DESIGN ! GROUP 1������-1-������������������--i�DESIGl"ED: AS DRAWN RM CITY OF NEWPORT BEACH L-2.01 ;;;-,__ _______ _,� --------�-N_o_. �-o_A_,E_�o_E_s_cR_1P_,_,o_N _o_r_R_E _v,_s,_oN_s __________ �_AP_P_R_ov_E_D�-------�-c-HE_c_KE_o_, _L_R�D_A_,E_o_?�/_o,�/_ig� _____ P_U_B_L_1c_w_o_R _K_S_D_E_P_A_R_T_M_E_N_T ____ �_P_-_5_2_6_2_-S_�;:' PATRICK A.RCINIEGA NEER RCE 70740 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. PP.llC\JCT CR·CI.S303!W""2S l"ElGl'lT: 530 lbs 1Ct1mte1TMm.Ql.a r'l'fBi•l».l .. ~eALE.R STANDAJID SEALER }J(W__.PI.Am:: 1KR (QIHU7A) ,w...-,,-~ ..-, '.) ... ,\\l'-·' .,, ---- • I ~GHT·1.583Ibc:I ~i-o~~IH.NEJi:D)l2,I SEAL.El\: STANDARD SEALER ....._,/A,~c:>w,.a,,.,-.E: L...IST • • ' • -r 6 r7 r ,·,,.,.,-,:,·,;,.>., ", \ -•, .. ' . ' '-----~ 0 -r • • <l . - • • ,----------] • • SENIOR CIVIL ENGi I A • • • • _ I ,----(D • <J l 3" j (76mJTI) ' ~ i... 1 ~ I I • ~ IS! I J LEeEND, CD POURED-IN-PLACE RESILIENT SURFACING V'l/ •" MIN. V'lEARING COURSE. CUSHION DEPTH PER MANUFAGTURE�S SPECIFICATIONS (5" MAX.), AND ELEVATIONS PER CIVIL PLANS. DIMENSION V'llLL VARY BASED UPON FALL ZONE AROUND EACH PLAY STRUCTURE COMPONENT. SEE SPECS FOR FALL ZONE DEPTH OF RESILIENT SURFACE. COLOR STANDARD GREEN V'llTH � BLACK BLEND. @ EXISTING CONCRETE SUB-SLAB, TYP.® CONCRETE EDGE AT PLAY AREA. @ SUBGRADE.® EXISTING SUB-DRAINAGE SYSTEM GATCH BASIN,. FILTER FABRIC,.; DRAIN PIPE. ® EXISTING OR NEV'l CONCRETE PAVING PER DETAIL I, SHEETL-2.01.G)EXPANSION .JOINT PER DETAIL 2, SHEET L-2.01. /;;\ •4 REBAR CONTINUOUS, TOP AND BOTIOM.\el 24' @) 04 REBAR X j AT lb" O.G. NOTES, 12" �I FLiJ:,,H ;,:SLoF'E TO'r::iRAtff -// '-n,,.•,_., ._· I -..,_ .... ,'. . . . . ·, . ', .. . . \ .. ,. •.. ' . ; ® RESILIENT SURFACING SHALL BE INSTALLED V'llTH UV ALIPHATIC BINDER INSTALL PER MANUFACTURER'S SPECIFICATIONS. @ RESILIENT SURFACING SHALL BE INSTALLED BY A PRE-QUALIFIED INSTALLER, N.P.S.I. CERTIFIED,.; SHALL MEET THE REQUIREMENTS BY THE MANUFACTURERTHE INSTALLER SHALL HAVE COMPLETED AT LEAST 10 PRO.JEGTS SIMILAR IN SIZE AND SCOPE IN THE LAST FIVE (5) YEARS. @ CONTRACTOR SHALL SUBMIT 12"Xl2" COLOR SAMPLE OF EACH COLOR SPECIFIED TO THE CITY FOR REVIEV'l AND APPROVAL PRIOR TO INSTALLATION. @ RESILIENT SURFACING SHALL BE POURED-IN-PLACE 'TOT TIJRF' BY, R06ERT50N �TIONAL SURFACES OR APPROVED EQUAL. AVAILABLE FROM,PLAY� ("114) 904-8219. COLOR STANDARD GREEN V'llTH 50/50 BLACK BLEND. CONTACT, VINCE BRANTLEY. SEE SPECIFICATIONS. ® GHEGK V'lJTH MANUFACTURER OF INSTALLED PLAYGROUND EQUIPMENT FOR ALL FALL HEIGHT5/GLEARANGES.® ALL CONCRETE TYPE SHALL BE PER SOILS REPORT.@ REFER TO DETAIL I, THIS SHEET, FOR CITY OF NEV'lPORT BEACH STANDARD DETAILS ON RESILIENT INSTALLATION. 2 RUBBERIZED SURFACE FLUSH SEC.TION 'A' SCALE, I" = l'-0" LEGEND, l'j\ Y," MIN. RESILIENT SURFACING V'lEARING COURSE. SEE PLANS AND\.!.I SPECS. ANGLE AT EDGE CONDITIONS MUST BE 30'-45' MAX. @ ® © ® ® G) @ CUSHION DEPTH PER MANUFACTURERS SPECIFICATIONS (5" MAX.), AND ELEVATIONS PER CIVIL PLANS. DIMENSION V'llLL VARY BASED UPON FALL ZONE AROUND EACH PLAY STRUCTURE COMPONENT. SEE SPECS FOR FALL ZONE DEPTH OF RESILIENT SURFACE. EXISTING CONCRETE PAD. EXISTING CONT. CONCRETE FOOTING. PLAYGROUND SAND TO BE REMOVED DURING CONSTRUCTION OF RESILIENT SURFACING. COORDINATE SAND REMOVAL .; REUSE V'llTH CITY REPRESENTATIVE. SUB-GRADE. CONCRETE PLAYGROUND EDGE, SEE DETAIL '2', THIS SHEET. SEE SHEET L-1.01 FOR PLAYGROUND EDGE LOCATIONS. FILTER FABRIC. MIRAFI l<ION OR APPROVED EQUAL. SECURE TOCONCRETE FOOTING PER MANUFACTURERS SPECIFICATIONS. i ••• NOTES, t;::. RESILIENT SURFACING SHALL BE INSTALLED V'llTH UV'Cl ALIPHATIC BINDER INSTALL PER MANUFACTURER'S @ © @ ® ® SPECIFICATIONS. RESILIENT SURFACING SHALL BE INSTALLED BY A PRE-QUALIFIED INSTALLER N.P.S.I. CERTIFIED AND SHALL MEET THE REQUIREMENTS BY THE MANUFACTURER. THE INSTALLER SHALL HAVE COMPLETED AT LEAST 10 PRO.JEGTS SIMILAR IN SIZE AND SCOPE IN THE L.AST (5) YEARS. CONTRACTOR SHALL SUBMIT 12"Xl2" COLOR SAMPLE OF EACH COLOR SPECIFIED TO THE CITY FOR REVIEV'l AND APPROVAL PRIOR TO INSTALLATION. RESILIENT SURFACING SHALL BE POURED-IN-PLACE 'TOT TIJRF' BY, ROeERT50N �TIONAL SURFACES OR APPROVED EQUAL. AVAILABLE FROM, PLAY� ("114) 904-8219. CONTACT, VINCE BRANTLEY. SEE SPECIFICATIONS. COLOR STANDARD GREEN V'llTH 50/50 BLACK BLEND. GHEGK V'llTH MANUFACTURER OF INSTALLED PLAYGROUND EQUIPMENT FOR ALL FALL HEIGHTS/CLEARANCES. REFER TO DETAIL I, THIS SHEET, FOR CITY OF NEV'lPORT BEACH STANDARD DETAILS ON RESILIENT INSTALLATION. NEV'! OR EXISTING POST NEV'! OR BAS!'i EXISTING (.5" V'lEAR GOURS ' ;���i-li�JJ§ .. TAPERED AT rU5HION LAYE \ • . . .,•;v »'. /;/;y y )< c; C/ . , ' ... .. ,. . . • . .. -· . . .. . . .. . ·. . ' . . ·�· . ..... ,. -.. ' .. ... . .. .. ' . . ' ' .. • ' .. � •. � " ij . ·.· ' ,' . .'• . . . ' . •. •. ')C ·. ·, .)\,.. .. ",)(] ·. . . ... •' .. J . .. . " ' •. ... . . · . M����gE � f'NGRETE FOUNDATIONOR POST DETAIL A -POST EDGE INSTALLATION .. • 4 N.T.5 0 .5" HEAR GOUR.SE • 4" P.G.G. BASE OR BASE TO MATGH EXISTING 3.51' U5HION LAYER 5.5" DETAIL D -FLUSH MOUNT CONSTRUCTION TO EXISTING CURB/SIDWALK/WALL N.TS CONCRETE CURB EDGE R .5" V'lEAR GOUR.SE USHION LAYER DETAIL B -POUR IN PLACE SEAM LAP CONSTRUCTION N.T.S EXISTING 3.5" CUSHION LAYER MIN. LAP LENGTH 12" 04 SMOOTH EXISTING 4" GALV. BARS (12" P.G.G. BASE LONG) @ 18" O.G. CENTERED IN SLAB, TYP. NEV'! 0.5" V'lEAR COURSE NEV'! 3.5" CUSHION LAYER NEV'! 4" P.G.G. BASE DETAIL E -NEW BASE TO OLD BASE CONSTRUCTION WITH DOWELS N.T.5 RESILIENT SURFACING DETAILS (CITY OF NEWPORT BEACH) EX. V'ilDTH + 6" EX. V'llDTH I -1 I -1 I - --, . " -I ==I I == I ==I I ==, : -=I I I- 11 ==111 11 ==I I ==I ==I I 11 11 ==I I i==I I -111 -11 -111-11 -11 ===I I 11 --11 -111 ·11I 1==11 ==11 ==11 ==11 ::_ SEC.TION -SEAT HALL SC.ALE: 111 = l'-011 CD @ ® © ® @ LEGEND, POURED-IN-PLACE CONCRETE GAP AS DIMENSIONED TO RECEIVE MEDIUM BROOM FINISH. PROVIDE �" CONTINUOUS TOOLED RADIUS AT CORNERS AND EDGES. FINISH GRADE PER CIVIL PLANS. AD.JAGENT FINISH SURFACE PER CIVIL PLANS. EXISTING STONE VENEER V'lALL. USE STONE FROM DEMO'D V'lALL TO REPAIR EX. V'lALLS INDICATED ON CONSTRUCTION PLAN, SHEET L-1.01. NOTES, POV'lER V'lASH ALL EXISTING STONE VENEER V'lALLS. REMOVE ALGAE AND RESTORE STONE TO ORIGINAL COLOR/TEXTURE. COORDINATE SALVAGED STONE FROM DEMO'D V'lALL V'llTH CITY REPRESENTATIVE AND RE-USE FOR V'lALLS MISSING STONE VENEER MATCH EXISTING GROUT COLOR FOR REPAIRS. '· ( 0.5" V'lEAR COURSE--:> ,...- .5"CUSHION LAYER ' ' 4 •,, . • . '• •J' 4 � .. 4" P.G.G. BASE "'' ,, . ,, f--ccl1"'"--J J0.5" MIN DETAIL C -TURNDOWN TO SAND N.T.5 NEV'l SAND E-L ill .0 0 L E 0. m "' 0, C D D u C, ,.., _\ I ,.. 0 (D N U] /TI u I ,... 0 co 1---�--------------------------------------------------------------<--�-----------------------------------------------------------------------------------N 5 PLAYGROUND SURFACING AT TOT LOT 4 POURED-IN-PLACE CONCRETE CAP AT EXISTING STONE WALLS / C+ 0 ,--�-----------------------------------------------------------�--�-----------------------------------------------------------------------------------0.. UND ERGROUND SERVIC.EALERT GALL: 811 PLANS PREPARED BY: D C-7500-1 § --�-�---�------------------�--�--------�--------�-----------------------------;_'.':REVIEWED· C PA1RICK A.RCINIEGA NEER RCE 70740 CONSTRUCTION DETAILS w NEWPORT ISLAND PARK 'f San Juan Capistran6, CA 92675 GROUP - www.RJMdesigngroup.com 1----�-----+---------------------�--------liri 31591CaminoCapistrano R M DESIGN J'. DESIGl"ED:DRAWN L 2 02 /T'•'O '·'ORKING DAYS l949l 493·2590fax AS RM CITY OF NEWPORT BEACH - , �Y'\ Y'i [949]493-2600phone C---------a u, L __ B::::E ::_ F_:O::..:_:R::E:...._Y_:O::.:::U_D:::_:_1::G:_ __ L ___________________________ _J ___ __:""'��"":..-------------� --------�-N_o_. �-o_A_TE_�o_E_s_cR_,P_,_,o_N _o_r_R_E _v,_s,_oN_s __________ �_AP_P_R_ov_E_o�-------�-c-HE_c_KE_o_. _L_R�o_A_,E_o_?�/_o,�/_19� _____ P_U_B_L_lc_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ____ �_P_-_5_2_6_2_-S_�;:' RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. -. .. -. I -: ., .-11 1: -11 • •, -1 11 IIT!~ffi~ITTI I le • • • • 5EC.TION SC.ALE, I" = l'-0" , • ' . • • , • • f;,,;.,.;,;;ffkP!Jd;j/fjjjl{f ~ ' . -{;i'/;.,Zff I Y ,( •..1,f,<d;,-/ ' ' ._ /f}, ' ,, • ., <, •; ' • ,, • <, 4 ' ' ,, ~II < •• < ' ' • ,. ' • ''9 r--....,_~~-,.,,;;...,---;--,--:,---,,--,--,,.,-,:__.I :.IJ~ 'I= ~ lD . W N + ' • ,; • • I .. ' SENIOR CIVIL ENGi _ I a, I j' 0 0. > NOTE, FOR REFERENCE ONLY GENERAL NOTES, <D a'""'"""" C " ' '' @ DISPENSER OPENING TO BE MOUNTED AT 48"OR LESS FROM FINISHED SURF AGE/GRADEPER ADA REQUIREMENTS FOR FORY'IARD REACH. "' I- <( C '@ © PROVIDE TY'IO (2) PACKS OF BAGS, MODEL 0216. ' () r- � iii ._ ill- >-() " " ' ''''"''SEE CONSTRUCTIONPLAN! SHEET L-1.0 1 FOR NSTALLATION LOCATION. "' PLEASE 00 YOUR PART TO HELPl(EEP OUR COMMUNITY AN '"" DEGRAtlA8lE MADE �ROM UCYClED PtASTICS EASV TIE HANDltS LE<;;END, PARK DISPENSE� COLOR TO BE 'MARLINBLUE' MODEL •ov5-CLASSIC-BLU. c.aaRDINATE Y'{ITH CITY FOR LOCK TOBE PROVIDED AT DISPENSER TY'IO (2) 5' GALVANIZED STEEL POSTS,MODEL #Oli. BASE POST TO BE EMBEDDED 14" DEEP INTO GONGRETE FOOTING. EXTENSION POST TO OVERLAP BASE POST A MINIMUM OF 12"< ATTACH Y'IITH TY'IO (2) SETS OF GALVANIZED BOLTS, Y'IASHERS, < NUTS. @ = 1 1-011 ALUMINUM PET 'ON LEASH' SIGN. MODEL #010. ATTACH TO POST WITH TV'ia (2) SETS OF GALVANIZED BOLTS, WASHERS,< NUTS. @ 18" DEEP x 18"¢' CONCRETE FOOTING. @ qo% COMPACTED 5UElGRADE. @ FINISHED GRADE. 11DOGGIE V'!ALK 11 V'!ASTE DISPENSER SUPER DUTY BBQ SD-400 24" ALL GRILLS ARE LASER ClJT OVER 400SQ INCHES Of COOKING SURFACE COALS R.EST ON 1/2 THICK STffl PLATE <,011 �S/6" "''"' SURFACE MOUNT OPTION Super Duty BBQ Model # SD-400 Spri"" hasdle, 1,,�.,, ... �..,."""""•n 24" STANDARD EMBEDDED POST INSTALLATION Winston McKee wlnston.mckee@aol.com PHONE: 510·421-3014 CD ® ® bl=Gl=ND, STANDARD EMBEDDED POST INSTALLATION INSTALL SUPER DUTY BBQ MODEL NO. SD-400, BY HINSTON MCKEE (510) 421-5014. INSTALL PER MANUFAC.TIJRER'S RECOMMENDATIONS AND SPEC.IFIC.ATIONS. EXISTING BBQ POST LOC.ATIONS AS SHOV'IN ON CONSTRUCTION PLAN, SEE SHEETS L-1.01.NOTJ;S, STEEL PEDESTAL BARBEQUE GRILL, MODEL NO.SD-400 BY HINSTON MCKEE (510) 421-5014. INSTALL BARBEQUE PER MANUFACTURER'S C.URRENT STANDARD SPEC.IFICATION. INSTALLAT EXISTING BBQ POSTS. PRODUCT: Q-LBT102PTADA Autho�zed Slgrurture ""' CONCRETE"COLOR:O(l\J.111.'IIIJ.l!S'J Om®!_. )(MMAI. Qa� 0 �v.,m: 0 NlCll'T,IUII 0 IJ,Tlt O lllrn!COLOO o- CONCRETE TEX1llRE: 0 .......... X Gml,T� t,-,r,t,i-.. �·�·,i,:,,,,,it ..... """"""'-­•ll"'lr�io-� ... ""'"I-Ql�11�·� QU>Nl"ITV: __ GENERAL PROOUCT NOTES:[ = EXPosaJ FINISHED SURFAa: lrETI\UJiT!O" IS" REOIJIR!"ll BY OTHERS.. NJ.EllGeS TO l!E.W>Etl �UFACTURMHOLERMCE cti'4' ..... PAlffill � _ '"'' ... S&J..ER:STMDARD SEN.ER &,OOOPAI.CO� RE!jFOl¢ED WIPHA� & � FlllERS CIISJDI.ED NXESS cot.!"1.!Mf '""'""""""' SIDE ELEVATION VIEW "''" ... ,.. 1-----------·"'----------I ••• ,.-.·-_·.,.'_-_.·_,-_._-1 ----� .. , _j_, _· �-----·_, ,_._-_-�· l :., : ... ,. ',' �..-··.. . .. '·· ,.J '°"" ---t--------n·------�t---CfW! ms5 ELEVATION VIEW [UJim,; CONSTRUCTION PLAN ,,. QCO _,. Q--LBT1D2PT,AO,A I PICNIC TABLE J LBT ADA PLAN VIEW DETAIL MA" ""T> I ouron -'JJ6/17 03ILQJ.BT_102PT J'u X IICI\Li _ .. , 1/2'=1' 1/F PC.io �ITT!,!� X I ii! X � >( • Autharizad Siglllllure oe, �RETE COLOR; 0 WIL�llE'll Q FlaQIOO){111,TlllW .. Q�Q MISl!tli�-Q IOOll'TAll� O u.mc O 1.1.1mw6liM0""" COt.lCRETETEXllJRE; C�aol!ll, X :lmlfA 111'11••�-"'-il'l''ll·-�,,-..,---r,a,, ooi,,.1>1l1:1'11,-1,o..,.o•-.tlb�11�·-• QUANTITY: --,_ ________ .., ________ --" SEAL.EtSTANOAROSEALER GENERAi. PRODUCT 0011:S: E" -D:P0!£D f1N1Sl-lED SURF,\CE tJSTALLATIOt.l IS F;EQUIRED 6i'Q'njERS. 11/.l. EDGES "10 !IE EASED, �NLFAC11.JRING101EFWICE 1:114'. 5,300 1'.S.I. CONCltEf'E Ul!V.BLBI � OOMH.IANI �FOf:.'CED \','IREIW!..t NVLON Fl� 5 YEM GUMWm"E '-------- ,T'------� '-------62 9/16''----­ SIOE ELEVATION VIEW ., , ' Pl.AN VIEW,·· ll' 29 1/t" r ·•, ,, .,,.,_,.., :� S •-··A.,�-�; • S '• .�:: ,.,. !;'' .•·,; -" ZO !/"}." '. " '.1}.. I ''. �-��-+-----'--' 1---24'�5'� 2:_.-. ELEVATION VIEW 5 J � � z � §I;:i!iin ,:.z "'0 J " CJ ,_ � !I ! l I 86 of 5' O.C. MAX. A� ' () _, N ' N ' l'1) Ii ......,. d� in� _II, II Ill Ill Ill Ill Ill II IllELEVATION _, -, I I -, A.JI I I I 5C,ALE, 112" = l'-O" 111 111 11, 111 111 -, CD 0 0 0 0 @ G) @ LEGEND, 2" x 2" SO. TUBULAR RAILTEC POST (PX-430). SPACE AT 5'-0" O.C. MAX. TO EMBED THE POST, PLACE BLOCK OUTS TO RECEIVEPOST (3.5" DIA.) IN CONCRETE BULKHEAD, TO THE DEPTH OF 18". SECURE Y'IITH POR� OR APFROVED EQUAL TO JS" BELOY'i AD.JACENT FINISH SURFACE. APPLY Yi' BEAD OF ''5UN 6RADE' POLYMER SEALANT BY, PECORA, OR APPROVED EQUAL, TO TOP OF POR� BACKFILL. SEALANT COLOR TO MATCH AD.JACENT CONCRETE. SLOPE TO DRAIN AT POST BASE. (800) 523-65,0. '15% COMPACTED, MOISTURE-CONDITIONED SUBGRADE. 3/4" SQ. RAIL TEC TUBING PICKETS (VEl-440) AT 4" O.C. 2-3/4" x 1-!/2" SQ. TUBULAR RAIL TEC TOP RAIL (TR-400). 1-3/4" x 1-1/4" SQ. TUBULAR RAIL TEC BOTTOM RAIL (BR-420). 8" Y'IIDE x 36" DEPTH CONCRETE BULKHEAD BENEATH STEEL RAILING. 8" CURB AT T.5. RAILING. EXISTING LUMBER HEADY'IALL. PROTECT IN PLACE. NEY'! CONCRETE PAVING PER DETAIL 'I', SHEET L-2.01. 24' © 1, ... #5 REBAR, EPOXY COATED, AT 16" O.C. @ (4)06 REBAR, EPOXY COATED, HORIZONTAL. ® 05 REBAR, EPOXY COATED, VERTICAL AT 16" O.C. @ FINISHED GRADE. © FINISH SURFACE. REFER TO CIVIL PLANS. ® ® @ @ ® ® @ =r ·- 8" SEC.TION-A C.ONDITION 'I' SC.ALE, 1/2" = 1'-0" NOTES, ' <:)' N 8" SEC.TION-A C.ONDITION '2' SC.ALE, 1/2" = l'-0" ALL RAIL TEC POSTS TO BE 6063 ALLOY Y'IITH T6 TEMPER FOR ADDED STRENGTH AND RIGIDITY. CONTRACTOR TO PROVIDE SHOP DRAY'IING OF PROPOSED RAILING FOR CITY'S AUTHORIZED REPRESENTATIVE'S REVIEY'i AND APPROVAL PRIOR TO FABRICATION. FABRICATION SHALL BE PER FIELD MEASUREMENTS CONDUCTED BY CONTRACTOR CONTRACTOR TO PROVIDE SCALED SHOP DRAY'IING OF PROPOSED RAILING, HARDY'IARE, VERTICAL BAR LOCKS, TOP CONNECTORS, SPLICE CONNECTOR'S, ETC. FOR CITY'S AUTHORIZED REPRESENTATIVE'S REVIEY'i AND APPROVAL PRIOR TO FABRICATION. ALL RAIL TEC RAILING SHALL BE PROVIDED BY CAANE VE'r'Ol't CORP., (6:26) 5a0-i526l5. CONTACT, EDGAR SAMAYOA. COLOR STANDARD CLEAR ANODIZED FINISH. REFER TO MANUFACTURER'S INSTALLATION GUIDELINES, SPECIFICATIONS AND DETAILS FOR CORRECT ASSEMBLY AND INSTALLATION PROCEDURES. PROVIDE. ALL NECESSARY HARDY'IARD/ACCES50RIES FOR COMPLETE INSTALLATION. CONTRACTOR TO INSTALL MOCK-UP OF 12 LINEAR FEET OF TUBULAR STEEL RAILING FOR REVIEY'i < APPROVAL BY CITY'S REPRESENTATIVE PRIOR TO COMPLETE INSTALLATION. ALL REBAR TO BE EPOXY COATED. E-L ill _n 0 L 0 "0 0, C u D u 0 '" ..\ I " 0CD N en /u u I ,, 0 i---,----------------------------------------------+---""T---------------------------------------------------1---T""------------------------------------------------------------------------_J � STEEL RAILING AT BULKHEAD r----�----------------------------------------------.L..----'----------------------------------------------------'---.L.------------------------------------------------------------------------_Ja: u C 0 4 PEDESTAL BARBEQUE PICNIC. TABLE 2 UNDERGROUND SERVICE ALERT GALL: 811 TV'IO V'IORKING DAYS BEFORE YOU DIG PLANS PREPARED BY: 31591 Camino Capistrano R San Juan Capistrano, CA 92675 www.RJMdesigngroup.com 1949] 493-2690 fax [949] 493·2600 phone C-7500-1 c---.---,-----,-----------------------�---,----------�-----------,---------------------------------�"� C REVIEWED· PATRICK A.RCINIEGA SENIOR CIVIL ENGINEER RCE 70740 CONSTRUCTION DETAILS NEWPORT ISLAND PARK 0 Q_ s ru z I " 0I CD l-----�------+------------------------�----------1 iri CITY OF NEWPORT BEACH L-2.03 ;;;-DESIGl"ED: DRAWN:AS RM '--------_J_;;j �-------�-N_o_. �-D _A_TE_�_oE_s_cR_IP_T_1o_N _o_F_R_E_v,_s,_oN_s __________ _L_A_PP_R _o _vE_D_j_ _______ _J__c_HE_c_K_ED_:__clc"RLD_A_1_E"-'07'.!_/_"_o1'j_/-"1g"l__ _____ P_U_B_L_IC_W_O_R _K_S_D_E_P_A_R_T_M_E_N_T ____ L__:_P_-_5=-=2:..:6:..:2=---=s:___J;:M DESIGN GROUP RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. • QUICN; ANO C:ONV[!'/IENT 0.. I . 1)1' lU ,n 0 0 ~z 0 ·UJ 0 ~th 0 0 0 }:- 0 ~a 0 0 • Ill 0 d:l <{ 0 0 ,i-0) 0 0 0 Q 0 0 0 0 0 0 0 -1 -f---,..,..,....>'---1w -• 1m -1 I l;:-;,itir~-:/i --LI--- -=111_1 = - 5EC TION-=1 I 1::::.11 1. . 111 ' 11:- 5C,ALE, 1/2" ' ''""'' ~9',d ~ FIBER REI CONCRET RECO PRWUCT, C-Ll!T-9SPT WEIGHT: 2707 lb& ~l'lltfflilW!fafflllll«iua.l -~-- ,·-·1----,r·---- ,,. .1 • \'IEGH . 2616 lb:s (W,IIK~ Nt:fflJllilFUVai!Dlll•I ,,. •• ,i, ...... TAll.E I fEM01 (M>,) ll<:' · .. ' ,· ____ _j_ _ _l_ I d •. I ·t-~----~-' ~, ;::::;::-:,.~- r l j I. ill '• .~ .. ~ 1l' ~ I i ~ I' '" i ~ - w CD g z 'i:. I ----·- I • ~ • • 'i:. I ---3 - -, I ----·~"" ------•~ ·--~ 'i:. I .ii, in 1-· -· 1- -111- I • E o_ 01 "' 11-- C/) I 1--0) C'? rASPHALTI..,, l ,s) I I -f]/J ,' UNDER6ROUND SERVICE ALERT GAL L: 8 I I TY'IO WORKIN6 DAYS BEFORE YOU Die - MARCUS AVE -(7.84) -(l. lll,) EXISTING BAC-KFLOY'l, MA5TER VAL VE, AND FLOY'l SENSOR, PROTECT IN PLACE. --~-=,,, ----• CONNECT TO EXISTING MAINLINE. REFER TO EXISTING IRR IGATION NOTES ON THIS SHEET. (TYPICAL) 5]1""48,._• __ _ -::=~7;::=::::::::=::::-------:_~:::.:.--~::::----------------;:;:~-;-;-1~ -+-----,-~----------------t::c~~ W. • ~ -----~------~ ( ~ ~ ------fil' /1, c;=--=- 0 ,J_IMIT 1qf wo ~)(L.O .~J) -_ .,,. __ ----- I z ,,/ I ,-CR455- I I +,'865) I I -- • 1 I , .. " I I I II +e 4! 1 I I I, INTERCEPT EXIST ING HIRES, INSTALL ---'----,-----f1----+1----t------tt-++------t-!',.--+.--.t~1PBI NEH 10 INCH ROUND PULL ElOX HITH 10 VALVE, I MASTER VALVE, 2 FLOH S'.5--' II I SENSOR, AND 2 COMMON H IRES FROM VALVE BANK LOCATION TO CONTROLLER'S NEH +(B.5I) I / LOCAT ION. • I I I I I I I I I +(B.02) I I I , I ·~ 1 Q .75' +(8.02) -CONCR[T[ __.,, .75' 1" -~ .75• I I I 1.25' -r(8 . .57/ I PROPERTY LI NE (P .L.) CONNECT TO EX ISTING AD J ACENT LATERAL LINE THAT MATCHES SPRINKLER TYPE. REFER TO EXISTING IRR IGATION NOTES ON THIS SHEET. (TYPICAL) ,..-QRA55-/ (f!Al) 0 ISI! 0 ., I ,-CONCRE'i[___., • --~~---L.O.W. t- , -COi{, 11[,j A 1-(' F.f, n -SANO • • , / • ' • • . •a •• ~~ J +{7.92) EX/51,/,' BUIL !N • +(16UI • I ~• n. I I I I I I I I I _, . I ,·, ou).1 I I I ....J -e 82) -------------... +/JID) RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result. Q H F -------------------- NO SYMBOL [@ ~ ~ ~ NO SYMBOL IRRIGATION EQUIPMENT LEGEND MANUFAGTURER MODEL NO. I DESCRIPTION GPM PSI TORO 510Z-6P-PRX-C.OM b" POP-W TURF HEAD i'ITH 100i10T/IOH/IOF "O' NOZZLES .25-l.05 50 RAIN BIRD XFS-C.V-00-12-XX LANDSc.APE DRIP TUBINS W h GPH EMITTER5 12" ON C.ENTER. DRIP TUBINe HAS BUILT IN c.HEC.K VALVES. DRIP TUBINe SHALL BE INSTALLED I" BELOl"I FINISHED eRADE, AND IN PARALLEL ROl'6 A MAXIMUM OF lb' IN 51f<UB AREAS AND THE PERIMETER ROH OF DRIP TUBINe SHALL BEJNSTALLED A MAXIM!M OF -4' FROM THE EDeE OF THE PLANTINe AREA. INSTALL 11!B1Ne STAKES A MAXIMUM OF FIVE (5 FEET ON c.ENTER ALONe THE LENeTH OF THE TUBINS. RAIN BIRD XF SERIES DRIPLINE FITTINeS W APPROPRIATE PVC. FITTINe FOR C.ONNEC.TION ElE11-IEEN PVC. LATERAL LINES AND DRIP TUBINe RAIN BIRD ALL C.ONNEC.TION5 BETl"IEEN DRIP TUBINe SHALL BE MADE U51Ne XF FITTINe;S RAIN BIRD BVAL50-IS -MANUAL FLU5H VALVE AT END/MIDDLE OF Pc.V FLU5H MANIFOLD LINE, INSTALL FLU5H VALVE INSIDE Ab" VALVE BOX, ONE AT THE END OF TUBINS R!JNS IN EAC-H DIREC.TION. INSTALL MIN. ONE FLU5H VALVE PER 1000' OF TUBINe IN EAC-H DIREc.TION ON DRIPLINE FLU5H MANIFOLD. INSTALL If;" FROM PAVINe. INSTALL ALL FLU5H EQUIPMENT PER DETAILS. RAIN BIRD XC.Z-PRB-100-c.oM (I', 1.5') DRIP VALVE C.ONTROL ZONE ASSEMBLY, SIZE AS 5HOHN eRISWOLD NEH IXX DHS-PRV (I', 1.5') BRASS REMOTI: CONTROL VALVE W f'RE551A<E REel!LATOR, SEE PLAN fOR SIZE. AS APPROVED PVC. PIPE 5/4" -1.25' SC.H. 40 AS LATl:RAL LINES 12" saow eRADE, AND ABOVE THE FIELD =i!B DRAINS. AS APPROVED PVC. PIPE 1.5" sc.H.40 SOLVENT HELD Hin+ SC.H.f;O FITTINe;S AS MAINLINES-DEPTH TO MATC.H EXISTINe. SOLVENT HELD REOO::ERS AND OTHER FITTINSS C.AN BE ll5ED FOR SMALL MAINLINE EXTENSIONS. AS APPROVED PVC. PIPE SC.H. 40 AS SLEEYINe, 2 TIMES THE DIAMETER OF PIPE OR HIRE BUNDLE C.ARRIED. PLAc.E BELOY'I ALL PAVINe, HARDsc.APE ETC.. AND AS DIREC.TED BY OHNER'5 AUTHORIZED REPRESENTATIVE . RADll.15 10' AS APPROVED IRRIGATION C.ONTROL HIRE •14UF AW5 DIREC.T BURIAL (UL APPROVED) INSTALLED IN 1.5" CONDUIT. (SEE PLAN NOTE FOR HIRE aJANTITIE5) AS APPROVED EXISTINe EXISTINe EXISTINe AS APPROVED ND5 DIREC.T aRIAL HATER-PROoF Y'IIRE CONNEC.TORS FOR U5E ON ALL HIRE C.ONNEC-TIONS (U.L.. APPROVED). RP BAC-KFLOl"I Pl<EYENTER, PROTEC.TIN PLAC,E MASTER VALVE, PROTEC-T IN PI..AC.E FLOl"I SENSOR, PROTEC.T IN PLAc.E 10' ROUND PL!LL BOX, REFER TO VALVE BOX PART NUMBERS BELOH. PRO 5ERIE51fRO SERIES PLUS VALVE BOXES, SIZE PER EaJ IF'MENT DETAILS, L.EeEND, AND 5PEC.IFICATION5. FOR QUIC-K CO\flfRS AND AIR RELIEF VALVES U5E MODEL 208Bc., 10" ROUND 5HALL BE MODa 512Bc.B, 14' X 1q" STANDARD REC.T. SHALL BE MODEL 51-4BC,B. VALVE BOXES SHALL HAVE eREEN BODY AND eREEN LIDS. FOR U5E IN NON-YEHIC.ULAR TRAFFIC. SITUATIONS ONLY. DO NOT INSTALL IN C.ONc.RETE OR ASPHALT. CONTROL VALVE SYMBOL ,--I NDICATES VALVE NO. HYDROZONE I HYDROZONE DESCRIPTION LOH HATER SHRUBS HITH DRIP PREGIP. DETAIL 1.00 IN./HR A o .12 IN./HR. B,C. 6,C. B,c. BP E F e e H H,I NIA NIA NIA NIA NIA NIA PRECIF: r-"'"V'A.,..-INDICATES SQUARE FOOT AREA 2 SLA Hl<SH HATER TURF HITH SPRAY NOTE A , HZ Gf'.1::!._INDIC.ATES <SPM ..__INDICATES VALVE SIZE EXISTING IRR IGATION NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR ALL E XISTING IRRIGATION EQUIPMENT DAMAGED DUR ING C.ONSTI<J.!C.TION AND IF DAMAGED, SHALL REPLACE H ITH SAME MANUFACTURER AND MODEL. NOTE B , ANY EXISTING IRRIGATION CONTROL V ALVES GONNECTED TO EX ISTING GONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. ANY NEH IRRIGATION CONTROL VALVES SHALL BE CONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION Y'llTH OHNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING HORK AND UPON COMPLETION OF V'lORK. NOTE C, CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND D ISPOSAL OF ALL EX ISTIN<S IRRIGATION EQUIPMENT AFFECTED BY THE NEH CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN F IELD PRIOR TO B IDDING V'lORK AND PRIOR TO STARTING HORK. NOTED, CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTIL IT IES PRIOR TO BIDDING J/'lORK AND AGA IN PRIOR TO STARTING HORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OHNER'S REPRESENTATIVE. NOTE E , CONTRACTOR SHALL BE RESPONSIBLE FOR. THE PLACEMENT OF ALL SCH 40 PVC SLEEVINe UNDER PAVING, HALLS AND CURBS AT NO LESS THAN 24" BELOH GRADE AND NO LESS THAN 2X D IAMETER OF IRRIGATION PIPE IN AREAS HHERE P IPE CROSS ING HILL OC.C.LIR. HHEN P IPE SIZE IS NOT AVAILABLE LISE 6" SLEEVING MATERIAL. C,ONFIRM CROSSINGS V'llTH OHNER 'S REPRESENTATIVE PRIOR TO PAVING AND HARDSC.APE CONSTRUCTION. NOTE F , EX ISTING IRRIGATION IN THIS AREA SHALL BE PROTEC.TED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VER IFY THE EXTENT OF THE EX ISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEH LANDSCAPE CONDITION IF NECESSARY. C-7500-1 "' ·c: .c '-' ~ 0 0 0) Q. ~ 0 "' I ...J I ,...., 0 (D N CI) / ,c a:: <( []_ 0 z <( ...J l/) f--a:: 0 ~ w z g: 0 0) / a:: 1/) <( ...J ;', Q. _g PLANS PREPARED BY: --~-~----~--------------------~--~---------~R-E-VI-EW_E_D_: ------~---------------------------------,~ IRR IGATION PLA N < O' 5' 10' 20' • Glasir Design lrrigahon Co_,t<;ultin~ CJD;, l;l(il4-gl.asu'C_ej11gr, , mm 31591 Camino Capistrano R San Juan Capislrano, CA 92675 www.RJMdesigngroup.com [949) 493-2690 ta, [949) 493-2600 pnone MDESIGN GROUP NO. DATE DESCRIPTION OF REVISIONS APPROVED PATRICK ARCINIEGA SENIOR CIVIL ENGINEER RCE 70740 L NEWPORT ISLAND PARK c3 "' L .c ;:-r-----~-----+-----------------------~--------,"' DESIGNED AS DRAWN: RM CITY OF NEWPO RT BEACH L-3.01 ~ CHECKED: LR DATE·07/D1/19 PUBLIC WORKS DEPARTMENT P-5262-S '3, ------------~---~--------------------~---~-------------~--~~-~---------------------~--------'-' UNDERGROUND SERVICE ALERT CALL: 811 TV'IO V'IORKING DAYS BEFORE YOU DIG • • ' . NOTE• 6' 7 CD CD CD CD CD CD CD CD CD 9 4 POP-UP HEAD FINISH 6RADE MARLEX STREET ELL 6" SC-H l!,O PVC, NIPPLE THREADED BOTH ENDS i'lALK OR C-URB PVC-SC-H 40 TEE OR ELL PVC-LATERAL LINE �O DEGREE ELL 2" SC-H l!,O PVC-NIPPLE THREADED BOTH ENDS 3 6 ALL 1-40 TURF ROTORS TO BE INSTALLED NITH RAINBIRD TSJ PRE-ASSEMBLED SNING JOINT. loc::: S,Q I I I I I I I I I I I I."'::: (0 :=i,l )'--._ f- � r--- I // � I'--._ " I I ::':I FLUSH VALVE PLU"1BED TO PVC, ("T'(P) PVC, EXHAUST HEADER PERIMETER LATERALS 2" TO 4" FROM EDGE DRIPLINE START CONNECTION REMOTE C.ONTROL VAL VE l'<ITH FILTER AND PRV PVC SUPPLY HEADER AREA PERIMETER END C.ONNEC.TION C!O DEG. FITTING FINISH GRADE--- 18>0-DE6REE ------� T�-HA Y TEE OR c:iO-DEGREE ELL DRIPLINE TUBIN:<5------ 5/4" GPH BRAND ::------'-.:___JFLEXIBLE PVC RISER PVC. TEE (5x5xT)----.. PVC, PIPIN<5 ----.. 3· 12" FINISH eRADE --- LINE FLUSHIN<5 ---­VALVE VALVE60X� _· SEE SPEC,S � 11 �--[____J BRICK 5UPPORT'5--­(THREE) 5/4" <5RAVEL SUMP-�­(1 C,UBIC, FOOT) _[I' :>" DRIPLINE POP UP SPRINKLER DRIP TUBING LAYOUT C9 DRIP TUBING START CONNECTION DRIP FLUSl-l VALVE II 12 II (9 N.T.S. 15 16 17 DRIP CONTROL ZONE KIT N.T.5. CD FINISH GRADE/TOP OF MULCH @ VALVE BOX HITH COVER @ 30-INCH LINEAR LENGTH OF WIRE, COILED @ WATERPROOF CONNECTION, @ I-INCH BALL VALVE @ID TAG (j) REMOTE CONTROL VALVE @ PRESSURE REGULATING QUICK CHECK BASKET FILTER @ LASCO PVC UNION @) LATERAL PIPE @ PVC SCH BO NIPPLE @ PVC SCH 40 ELL @) PVC SCH BO NIPPLE@ PVC SCH 40 TEE OR ELL @) MAINLINE PIPE@ 3-INCH MINIMUM DEPTH OF 3/4-INCH HASHED GRAVEL N.T.S. W/ 2" AIR GAP BETWEEN GRAVEL AND VALVE @ PVC SCH BO NIPPLE, CLOSE •Glasir Design lrrigat-1011 Consulting CIO;i60)4•g(as.i l'ct£'�15n, com 3 4 NOTES: i.ALL WIRE TO BE INSTALLED PER LOCALCODES. 2.PROVIDE EXPANSION COILS AT EACHWIRE CONNECTION IN VALVE BOX. WRAPAROUND 112" PIPE 15 TIMES -REMOVEPIPE.3.COMPACT SOIL AROUND VALVE BOX TOSAME DENSITY AS UNDISTURBEDADJACENT SOIL.4.INSTALL ONLY I VALVE PER VALVE BOX. 5. TEFLON TAPE ALL THREADS. 5 N.T.S. CD EXPANSION CURLS WITHWATERPROOF HI RE CONNECTORS AT SPLICES (SEE IRRIGATION SPECS) CD PVC LATERAL TO SPRINKLERS ANGLE TO SPECIFIED DEPTH W/ 4S ELLS Q)VALVE BOX H/ LOCKINGLID BOX HEIG�T ABOVEFINISH GRADE VARIES(SEE IRRIGATION SPECS)G)REMOTE CONTROL VALVE@ FINISH GRADE(0 PVC ELL(]) PVC NIPPLE, LENGTH AS REQ.@ 2" LAYER OF PEA GRAVEL LEAVE 111-211 AIR SPACEBETHEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL (3) BRICK SUPPORT (IJ AT EACH CORNER @ PVC MAINLINE FITTINGS @ CONTROLLER WI RES @ PVC SCH BO UNION @ PVC MALE ADAPTER @ PVC SCH BO THREADED NIPPLE 3 4" NOTES: 8 -115.111=_ // 11 i' 111 N 111- � I I ' 4" • 1. TAPE All> BUNDLE 24 V. WIRES @ 10' INTERVALS.2 . ..... DEPTH OF 24 V. WIRING SHALL BE 24" BELOW GRADE. 3. TRENCH WIDTH ALLOW 4• MIN. CLEARANCE BETWEEN PARALLEL Pl'ES. N.T.S. PIPE/SLEEVE LEGEND: 1 PAYING 2 FINISH GRADE 3 PVC MAINLINE (FOR NON-POT ABLE USE PURPLE PIPE WITH WORDS •RECYCLED WATER DO NOT DRINK"! 4 PVC LATERAL LINE (FOR NON-POTABLE USE PURPLE PIPE WITH WORDS "RECYCLED WATER NOT DRINK"I 5 COHTROl WIRES OR COIi. CABLE IN CONDUIT 8 COHTROl WIRES OR COM. CABLE UN CONDUIT F SPECFIED ON LEGEND.I 7 SLEE.VE FOR MAINLINE AND/OR LATERAL LINE 8 FINE GRANULAR BACKFILL (1/2• MAX. DIA.I 9 TOPSOIL 10 SAND 4.SNAKE PIPES FROM SIDE TO SllE WITHIN TRENCH TO ALLOW FOR MOVEr.ENT.5.TE A 20" LOOP IN ALL WIRING AT CHANGES OF DIRECTION. UNTE PRIOR TO BACKFILLING TRENCHES.8.PROVIDE THRUST BLOCKS PER APWA STAfl>ARD PLANS FOR PUBLIC WORKS CONSTRUCTION DETAIL 508-1,EXCEPT THAT THRUST BLOCKS SHALL BE PROVl>ED FOR All PIPES 2" AND LARGER. cncn, 'v, 'v DD�!11i'II � � '1111 :::, :::, �w N C') 4" 1 . 'l . 4" (9 �;sMOTE CONTROL VALVE cs �;�E INSTALLATION SLEEVE INSTALLATION N.T.S. "'"' PLANS PREPARED BY: 31591 Camino Capistrano RSan Juan Capistrano, CA 92675 www.RJMdesigngroup.com[9491493·2690 ra, [9491493-2600 phon• GENERAL IRRIGATION NOTES I.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING ORRELATING TO ANY PORTION OF THIS V'IORK ARE HEREBY INCORPORATED INTO ANDMADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BECARRIED OUT BY THE CONTRACTOR. 2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TOPERFORM THE l'<ORK INDICATED HEREIN BEFORE BEGINNING V'IORK. 3.THIS DESIGN 15 DIAGRAMMATIC. ALL EQUIPMENT 5HOl'<N IN PAVED AREAS 15 FORDESIGN CLARITY ONLY AND 15 TO BE INSTALLED l'<ITHIN PLANTING AREAS. 4.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOl'<N ONTHE PLANS l'<HEN IT 15 OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXISTTHAT l'<ERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCHCONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'SREPRESENTATIVE PRIOR TO ANY V'IORK OR THE IRRIGATION CONTRACTOR SHALLASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BYTHE OWNER. 5.INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS.CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY ANDSTATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. b.CONTRACTOR 15 TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLERALON6 ENTIRETY OF MAIN LINE TO THE LAST RCV ON EAC-H AND EVERY LE6 OFMAIN LINE. LABEL SPARE l'<IRE5 AT BOTH ENDS. C-7500-1 0. "' 0 w z ro,....0 0, / DC 1/l <( _J G ./ Q. 0 --�-�----�------------------�---�--------�-R-EV-IE_W_E_D------�------------------------------< �IRRIGATION DETAILS < C C NEWPORT ISLAND PARK PATRICK A,RCINIEGA M DESIGN SENIOR CIVIL ENGINEER RCE )0740 ;' GROUP r---�----+-----------------�--------1�DESIGNED AS DR AWN RM CITY OF NEWPORT BEACH L-4.01 � --------�N_o.� __ DA_T_E_�oE_s_cR_1 P_T_1o_N _o_F _R_Ev_1s_1o_Ns __________ �A-PP_R_ov_E_D �-------�cH_E_cK_E_o,_L�R�oA_T_E'�07L1�01L1�19� ____ P_U_B_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ �_P_-5_2_6_2_-S_� � RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. . I I I • I I'-- J-c~ I :; I . . I . I . , - - • • • • • ----,,_ 11 • , • • • • • . . .. • , • • • • 8 ,~Il l , ,___I I I~~ ~ I IF. 5 • • • • I • • E D m rn 3 "O • ::, 0 UNDERGROUND SERVIGE ALERT GALL: 811 TV'IO V'IORKING DAYS BEFORE YOU DIG (' -- MARCUS AVE 5HRlJ6 / <SROUNDCOVER LE6END BOTANICAL NAME SIZE REMARKS GTY. COMMON NAME 0 <>-I A6AVE ATIENUATA 5 SAL. 5'-0" o.c. 4 FOXTAIL A6AVE 0 <>-2 MUHLENBERSIA CAPILLARIS 5 6AL. 5'-0" O.C.. lb PINK MUHL Y SAA55 .... FESTIJCA MAIR.El I SAL. 2'-0" O.C. b ATLAS FESC.UE . "50 . . . <SC-I TIFJl,IAY II SOD PLANT PER 5PEC5. . . . 5.F. . . NOTES, I.FOR PLANTING NOTES AND DETAILS SEE SHEET L-6.01 ><xooLS LO>< LO>< LO>'< HleH 2.FOR TREE PROTECTION NOTES, SEE DETAIL 2, SHEET L-6.01.5.AFTER ROUGH GRADES HAVE BEEN ESTABLISHED INPLANTING AREAS, CONTRACTOR SHALL HAVE SOIL SAMPLETAKEN AT THE LOCATIONS INDICATED BY DESIGNATION S (2 TOTAL). �..c=�---'-----------------------------bG .,.W.,.-. -------,a- ----!� _J Q_ -- -- O' 5' .. I I I ,_ 10' �. - r:, .- L.O.W. ---Ir -------- PROPERTY LINE (P.L.) '' 20' * * !:,, 0 * . -- * 0 *I I t:,,I ---"I -,., - _j I Q_ I -. I I I I I I I I I I ------------------' -+'s ill LIMIT OF WORK (L.O.W.) L D C 0 I PLANS PREPARED BY, 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949]493-2690 fax(949] 493-2600 phone C-7500-1 E � CD N N 0 en I � I "0 CD N en / D u I C­o CD N en / � L 0 Q_ D C 0 --�-�---�------------------�--�--------�--------�--------------------------------,_'.';REVIEWED PLANTING PLAN � PATRICK ARCINIEGA w NEWPORT ISLAND PARK 'F " R M DESIGN � GROUP 1----�---+-------------�----___,�DESIGNED AS DRAWN RM CITY OF NEWPORT BEACH L-5.01 f -----,----------, en --------�-N_o_. �-D_A_TE_�o_E_sc_R_IP_T_1o_N _O_F_R_E _v1_s 1o_N_s __________ �_AP_P_R _ov_E_D�-------�-cH_E_c _KE_o _, �L�RLD_A_TE_, D�7L/�01L/�1 g�____P_U_B_L_lc_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ____ �_P_-_5_2_6_2_-_s_-----j: NEER RCE 70740 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. TV • - - --~L-- --,-- - - - ---ISTl I fl I I • • ; / . r ' • a ' • "> •' r , ' 0 . • ~ " ' . . ., I o , • J • ., • □ • ~ I I I I I I I I I I . Is; I IQ _J I SENIOR CIVIL ENGi c,; ._____ 0 ._____ 0 CT, 3 "D Q. Q. PER PLAN I 1 SECTION(NT.5) '1 EDGE OF PLANTING AREA o-�l-.-FULL SPACING 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 JJ LJ <J g_'( If) PL.AN Vll;H SPACING (N.T.SJ L,EGEND, <D GROUNDCOVER FROM FLAT, CUTTING, LINER, OR ONE GALLON CONTAINER @ LAYER oF· MLILCH, INSTALLED AFTER PLANTING (DEPTHPER SPECIFICATIONS) ® PLANTING BED PER SPECIFICATIONS. 4 SHRUB / GROUNDCOVER SPACING <D ® @ ® @ G) ® @) @ ® TREE PROTEC,TION NOTES, EXISTIN<S TREES SHALL BE IDENTIFIED AND PRESERVED V'IITH PROTECTIVE FENCIN<S TO FORM A PROTECTED ROOT ZONE (PRZ). THIS AREA ENCIRCLES THE TREE AT THE OUTER MOST ED<SE OF THE CANOPY AND PROTECTS THE ROOTS 6ROV'IIN6 TYPICALLY V'IITHIN THE TOP 18"-24" OF THE SOIL. THE PRZ IS DEFINED BY ITS "CRITICAL ROOT RADIUS." IT IS MORE ACCURATE THAN THE DRIPLINE FOR DETERMININ<S THE PRZ OF TREES. TO CALCULATE CRITICAL ROOT RADIUS, MEASURE THE TREE'S DIAMETER (DBH) 4.5 FEET ABOVE THE &ROUND. MEASURE IN INCHES. FOR EACH INCH, ALLOY'! FOR I TO 1.5 FEET OF CRITICAL ROOT RADIUS. IF A TREE'S DBH IS TEN INCHES, ITS CRITICAL ROOT RADIUS IS 10 TO 15 FEET. PROTECTIVE FENCIN<S SHALL BE INSTALLED PRIOR TO ANY EARTHV'IORK AND UNTIL V'IORK IS COMPLETE. FENCIN<S SHALL BE THREE FEET TO FOUR FEET IN HEl<SHT AND INSTALLED AT THE OUTER MOST ED<SE OF THE CANOPY OR PROTECTED ROOT ZONE (PRZ). THE TEMPORARY FENCIN<S SHALL BE CHAIN LINK FENCIN<S OR OTHER APPROVED DURABLE MATERIAL. POST "TREE PROTECTION ZONE -KEEP OUT" Sl<SNS ON THE PRZ FENCIN<S. NO CONSTRUCTION OR STA61N6 EQUIPMENT IS ALLOV'IED V'IITHIN THE PROTECTED ROOT ZONE INCLUDIN<S HEAVY EQUIPMENT THAT V'IILL COMPACT AND DAMA<SE THE ROOTS. NO DISPOSAL OF CONSTRUCTION MATERIALS OR BY PRODUCTS INCLUDIN<S PAINT, PLASTER OR CHEMICAL SOLUTIONS IS ALLOV'IED V'IITHIN THE PROTECTED ROOT ZONE. NATURAL OR PRECONSTRUCTION &RADE SHALL BE MAINTAINED V'IITHIN THE TREE PROTECTION ZONE. AT NO TIME SHALL SOIL BE IN CONTACT V'IITH THE TREE TRUNK ABOVE THE ROOT FLARE. THE PROTECTION ZONE SHOULD BE IRRl<SATED SUFFICIENTLY V'IITH CLEAN POTABLE V'IATER TO KEEP THE TREE IN <SOOD HEALTH AND Vl<SOR BEFORE DURIN<S AND AFTER CONSTRUCTION. DEEP V'IATERIN<S MAY BE NECESSARY ON A V'IEEKLY BASIS. VERIFY DEPTH OF IRRl<SATION TO ROOTS. APPLY A 4"-6" LAYER OF MULCH IN THE PRZ, I FOOT AV'IAY FROM THE TRUNK, BEFORE CONSTRUCTION BEGINS. ANY V'IORK REQUIRED TO BE CONDUCTED IN THE GROUND V'IITHIN THE PROTECTION ZONE SHALL BE ACCOMPLISHED V'IITH HAND TOOLS OR AN AIR SPADE. PRUNING FOR CLEARANCE, IF NEEDED, SHALL BE DONE TO PREVENT DAMAGING BRANCHES V'IITH LAR<SE EQUIPMENT. ALL PRUNIN<S SHALL BE IN ACCO�ANCE V'IITH INDUSTRY STANDARDS, (INTERNATIONAL SOCIETY OF ARBORICULTURE OR ANZI 133.1), UNDER THE DIRECTION OF A CERTIFIED ARBORIST. AVOID CUTTIN<S ROOTS LAR<SER THAN 2" DIAMETER. CUTS SHOULD BE CLEAN AND MADE AT Rl<SHT AN<SLES TO THE ROOTS. V'IHEN PRACTICAL, CUT ROOTS BACK TO A BRANCHIN<S LATERAL ROOT. TRENCHES FOR PIPIN<S SHALL BE BORED UNDER AT A MINIMUM OF 36" DEEP. CONSULT A CERTIFIED ARBORIST TO BE PRESENT IF MORE THAN 33% OF THE ROOT ZONE IS IMPACTED OR ROOTS <SREATER THAN 2" V'IITHIN 5' OF THE TRUNK V'IILL BE CUT, TO ENSURE TREE STABILITY AND THAT HEAL TH V'IILL NOT BE AFFECTED. PROTECT SOIL AND ROOTS FROM COMPACTION IN LANDSCAPE AREAS USED FOR DRIVEV'IAYS, STORAGE OR PARKING V'IITH A LAYER OF <SEOTEXTILE FABRIC AND 6" OF CRUSHED GRAVEL. 2 TREE PROTECTION NOTES ® @ SECTION VIEH (N.T.S) LEGEND, SHRUB -CENTER IN PIT. NATIVE UNDISTURBED SOIL. FINISH GRADE AMMENDED BACKFILL -REFER TOSPECIFICATIONS MULCH PER SPECIFICATIONS SCARIFY SIDES AND BOTTOM OFPLANTING PIT. <D @ ® @ ® @ G) ® @) @ PLANTING NOTES, ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED IRRl<SATION. REFER TO PLANTIN<S SPECIFICATIONS FOR SOIL PREPARATION, FERTILIZATION, MULCHIN<S, AND OTHER ADDITIONAL PLANTIN<S INFORMATION. ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL NOTIFY CITY'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF V'IORK TO COORDINATE PROJECT INSPECTION SCHEDULES. SEE DETAILS AND SPECIFICATIONS FOR PLANT PIT DIMENSIONS AND BACKFILL REQUIREMENTS. IF CONFLICTS ARISE BETV'IEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT CITY'S REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOV'IN TO THE CITY'S REPRESENTATIVE V'IILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS OR PLANT DISEASES. PRE-SELECTED OR 'TA66ED' MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S OBLl<SATION TO V'IARRANTY ALL PLANT MATERIALS PER THE SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKIN& HIM/HERSELF FAMILIAR V'IITH ALL UNDER<SROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. CONTRACTOR SHOULD CALL UNDERGROUND SERVICE ALERT (2) FULL V'IORKING DAYS BEFORE COMMENCIN<S ANY Dl6GIN6. PHONE 811 FOR U.S.A CONTRACTOR SHALL NOT V'IILLFULLY PROCEED V'IITH CONSTRUCTION AS DESIGNED V'IHEN IT IS OBVIOUS THAT UNKNOV'IN OBSTRUCTIONS AND/OR &RADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOV'IN DURIN<S DESl<SN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROU<SHT TO THE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO <SIVE SUCH NOTIFICATION. @ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION V'IITH SUBCONTRACTORS AND CONSTRUCTION MANA<SER AS REQUIRED TO ACCOMPLISH PLANTIN<S OPERATIONS. @ PLANT MATERIAL QUANTITIES ARE <SIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACIN<S SHALL TAKE PRECEDENCE. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES PER PLAN. CONTRACTOR TO ASSURE POSITIVE DRAINA<SE IN ALL PLANTIN<S AREAS -2% MINIMUM ALLOV'IED. AFTER ROU<SH <SRADES HAVE BEEN ESTABLISHED IN PLANTIN<S AREAS, CONTRACTOR SHALL HAVE SOIL SAMPLE TAKEN AT THE LOCATIONS INDIC,ATED BY DESIGNATIONS (2 TOTAL). C,ONTRAC,TOR SHALL INFORM SOIL TESTING LAB OF THE PLANT MATERIAL SPECIFIED IN SOIL TESTIN<S LOCATIONS (NATIVE TREES 4 SHRUBS, ORNAMENTAL TREES 4 SHRUBS, PALM TREES, BERMUDA SOD, ETC.) SO THAT APPROPRIATE PLANTIN<S RECOMMENDATIONS CAN BE <SIVEN. THESE SAMPLES SHALL BE TESTED BY Y'IAYPOINT ANALYTIC,AL, OR APPROVED EQUAL (114) 282-8111 FOR SOIL FERTILITY, A<SRICUL TURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS .. TV'IO SAMPLES SHALL BE TAKEN AT EACH LOCATION, (I) &ROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY I QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM TO THESE RECOMMEND,'>;TIONS ONLY UPON RECEIPT OF V'IRITTEN CHAN<SE ORDER FROM CITY. SUBMIT SOIL REPORT TO CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO PLANTIN<S. @) &ROUND COVERS AND SHRUBS SHALL BE TRIAN<SULARLY SPACED, UNLESS OTHERV'IISE INDICATED. @ ALL SOIL FOR LANDSCAPE PLANTIN<S AREAS OR BERMS SHALL BE OBTAINED FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION. SOIL SHALL BE SANDY LOAM CONTAININ<S NO TOXIC CHEMICALS OR ELEMENTS V'IHICH MAY INHIBIT OR RETARD NORMAL PLANT <SROV'ITH. SOIL TESTIN<S RESULTS SHALL BE SUBMITTED AND APPROVED PRIOR TO SOIL IMPLEMENTATION. @ ALL LANDSC,APED AREAS (EXCLUDIN<S TURF) SHALL BE MULCHED V'IITH A 3" DEEP LAYER OF MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTIN<S OPERATIONS. @ AT ED<SES OF PLANTIN<S AREAS, THE CENTER LINE OF THE LAST ROY'! OF SHRUBS AND/OR &ROUND COVER SHALL BE LOCATED NO FARTHER FROM OR CLOSER TO THE ED<SE THAN ONE-HALF THE SPECIFIED ON-CENTER SPACIN<S. (§} REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALL.ATION. C 0 0 CD I � I " CD N "1 / "D ,--------------------------------------------+----,.---------------------------------------------+--.--------------------------------------------------,N SHRUB PLANTING PLANTING NOTES t--------------------------------------------�-��------------------------------------------�--�-------------------------------------------------,c_ UNDERGROUND SERVICE ALERT GALL: 811 TV'IO V'IORKING DAYS BEFORE YOU DIG PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com {949] 493-2690 fax {949] 493-2600 phone C-7500-1 C 0 -------------------------------------�R-E-Vl-1::\-VE-D-----------------------------------, � PLANTING DETAILS NEWPORT ISLAND PARK ':-" R M DESIGNGROUP ,������--;-�������������������-,� O[SICNED AS DRAWN RM CITY OF NEWPORT BEACH L-6.01 i --------�N_O·� __ DA_T_E_�oc_·s_CR_IP_r_1o_N_O_F_P_Ev_1s_1o_NS __________ �A-PP_R_ov_E_D�-------�cH_E_c,_:E_D:_L�R�rJ�-T-E:�07L/�01L/�19� ____ P_U_B_L_lc_w_o_R_K_S_D_E_P_A_R_T_M_E_N_ T ___ �_P_-5_2 _6_2_-_s_�;; PA1RICK A,RCINIEGA OR CIVIL ENGINEER RCE 70740 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. • .. .. • l • • • • • 5 I • • • • S£NI Ir E u r-- "' N 0 " u I "' cf) / -" L 0 " a Q_ "' V Cl I lP "' r -"'0 "' "' "',-0 --"' 0 "' C 0 0 _, a, C ·�- - "'-0 --0 - 0 - a, C ·c .5 a, C w cli LL NOTES, 1.ALL ELECTRICAL SHOWN LIGHT ANDDASHED IS EXISTING ALL ELECTRICAL SHOWN BOLD & SOLID IS NEW. 2.CDDRD I NATE THE REPLACEMENT OFEXISTING METER PEDESTAL WITH SCECD. M ' C lOOAo 2P LOAD CENTER <NJ METER PEDESTAL 120/240V-1PH, 3W lOOAMP WITH 12 CIRCUIT LOAD CENTER 116 GRD TD 3/4'DJA. X 8' -0' STAINLESS STEEL GROUND ROD. -- . co � l 3' NE\IPDRT ISLAND PARK VOLTS 110/140PHASE [PH, 3W (-LOAD (VA) -> LOAD LTG CKT A B TYPE BKR QUAN I -----60/1 3 -------5 100 -----L 10/1 7 -----100 G 10/1 9 -----10/1 11 -----10/1 CDNfl:CTm VA AHPSPHASE A' 100 1 PHASE E' 100 l TOTAL , 300 l TD <D SCE CD. SERVICE W (N) P�ELIIDARD HETER/PEDESTAL (-LOAD (VA) -> DESCRIPTION CKT A B HAIN A 1 ---------B 4 -----PEDESTRIAN LTS A 6 -----SPRINKLER B 8 -----SPARE A ID -----SPARE B 11 ---- LC. L. @ 1151. , 150PECEPT. ()lDkVA@50Y.), KITCHEN @ 651. , OTHER LOAD@ lOOY.' 100TOTAL VA, 350 TOTAL AMPS , l II]ROUTE THRU NEW TIMECLDCK. PROVIDE RELAY CDNTACTDRS AS REQUIRED.W PROVIDE ASTRONIHICAL TIHECLOCK. 20.25' PVC CONDUIT FDR LIGHTING CIRCUITS PER PLANS. SIZE PER PLAN---+"� 3' PVC CDNDU IT FDR ---� SCE CD POWER �-+---3/4'DJA, X 8' STAINLESS STEEL 24' B'MIN. GROUND ROD WITH #6 GROUND WIRE AND CLAMP. STUB 6' MINIMUM ABOVE BASE INTO ENCLOSURE. 26.25' METERED PEDESTAL ENCLOSURE (REAR VIEW) NDJE, I.SUBMIT SHOP DRAWINGS FDR REVIEW. APPROVED SHOP DRAiINGS SHALL BESUBMITTED TO UTILITY COMPANY FOR REVIEW AND APPROVAL PRIOR TO PURCHASE. 2.INSTALLATION OF METER PEDESTAL SHALL BE IN COMPLIANCE i!TH NEWPORTBEACH CITY STANDARD STD-106-L � LIGHTING BRANCH CIRCUITS PER PLAN PROJECT ND. 535031 HAIN 60A/1PBUS 115A LOAD LTG TYPE BKR QUAN DESCRIPTION LOAD TYPE, G -GENERAL (10�/.) M -MOHR ( l001JL-L.C.L. (1151.) Ml -MOHR (l15Y.lR -RECEPTACLE ( 5�/.) X -X-RAY ( 1001.)( 10 kVA @ 10ml Xl -X-RAY ( 501.)K -KITCHEN . < 651.) ' 1 17. 25'f ->----n---,------n----METER PEDESTAL WITH NEMA 3R STAINLESS STEEL RAINPROOF ENCLOSURE (UL LISTED) MEYERS #MEUG-20X-316-M100-SCE-120/240-1PH/3W co ' -----�METER SOCKET WITH TEST BLOCKS � ' C ,, ' ' ' ' 3' MIN. ' ' • "' cu "5 "' M cu- CONDUIT< S) PERFRONT VIEW DETAIL --� 8 ' '' --�" I--''1,,, --:--//,--.,//// --// / �;:�/-- 24' --+-----12 CKT. LOAD CENTER AND LIGHTING CONTROLS PER PLANS. FINISH GRADE POURED CONCRETE BASE� --+---MEYERS #MEUG20X BASE. PROVIDE ANCHOR BOLTS PER CITY STANDARDS '+---3'C. -CONDUIT FROM SCE CD. METERED PEDESTAL ENCLOSURE (SIDE VIEW) DETAIL NOTES, 8 FDR CONNECTION TD LIGHTING EQ UIPMENT. � LEVEL CONCRETE BASE WITH SMOOTH FINISH ON TOP AND EXPOSED SIDES. 1' RADIUS TOP EDGE, TYPICAL ALL SIDES. 0 ( 3) I' SPARE CONDUITS. SINGLE LINE DIAGRAM AND METERED PEDESTAL DETAIL SCALE NONE A UNDER<SROUND SERVIGE ALERT CALL: 811 TV'lO V'lORKIN<S DAYS BEFORE YOU Dl<S O' 5' 10' 20' FBA Engineering Coosulling Electrical Engineer.; 150 Paularino Avooue Suite A120 Costa Mesa, CA 92626 949.852.9995 • 949.852.1657 (fax) lb,rer,gr.oom FBA Job Numl>ef 535.031 S'9nature O<l@0/2021 Renewal Date PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com J949J 493-2690 fax [949] 493-2600 phone 1.THESES DRAWINGS AND SPECJFJCAT!DNS ARE INTENDED TDCOVER A COMPLETE INSTALLATION OF SYSTEMS. THE OMISSION OR EXPRESSED REFERENCE TO ANY ITEM OF LABOROR MATERIALS REQUIRED FDR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH PRESENT PRACTICE OF THE TRADE SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS. 2.THESE PLANS AND SPECIFICATIONS AND ALL WORK ANDMATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL LEGALAND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING WITHOUT LIMITATION THE FOLLOWING, a.CALIFORNIA CODE OF REGULATIONS TITLE 14, PARTS 1 AND2 (CALIFORNIA BUILDING CODD, 2016 EDITION. b.CALIFORNIA CODE OF REGULATIONS TITLE 14, PART 3I CALIFORNIA ELECTRICAL CODD, 2016 EDITION. c CALIFORNIA CODE OF REGULATIONS TITLE 14, PART 6 I CALIFORNIA ENERGY CODD, 1016 EDITION. ci, CALIFORNIA CODE OF REGULATIONS TITLE 14, PART 9 ( CALIFORNIA FIRE CODD, 2016 EDITION, e.OTHER REGULATING AGENCIES WHICH MAY HAVEAUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. f, THE ELECTRICAL SYSTEMS FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE I THE 'RIGHT TD REPAIR ACT'). g.THE MANUFACTURER'S REQUIREMENTS DR RECOMMEN­DATIONS FOR ANY INCORPORATED PRODUCTS. h.THE MOST CURRENT APPROVED ISSUES OF ANY NOTEDSPECIFICATIONS, CODES AND STANDARDS, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERilSE, 3.THE PLANS REPRESENT ONLY THE FINISHED ELECTRICAL, FIRE ALARM AND LOW VOLTAGE SYSTEMS, AND THEY ARENOT INTENDED TD INDICATE DR REQUIRE ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. 4.IN USING THE PLANS FDR BIDDING OR CONSTRUCTIONPURPOSES, THE CONTRACTOR IS REQUIRED TD REVIEW ALLOF THE PROJECT'S CONSTRUCTION DOCUMENTS AS A WHOLE 5, IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY ORINDIRECTLY AFFECT ITS PORTION OF THE ELECTRICAL WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TD OTHER TRADES. IN CASE OF CONFLICTS, THE CONTRACTOR SHALL EITHER OBTAIN DIRECTION FROM AN APPROPRIATE DINER REPRESENTATIVE OR OTHER-WISE APPLY THE HORE STRINGENT REQUIREMENT. IN INTERPRETATING THE PLANS, THE FOLLOWING GENERALRULES APPLY, a.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVERSCALED DRAWINGS. b.SCALED DIMENSIONS AND GRAPHICALLY SHDiN LOCATIONSARE TD BE CONSIDERED ONLY APPROXIMATE, FIELD VERIFY DIMENSIONS PRIOR TD BID. c.BECAUSE THE PLANS ARE INTENDED TD SET FORTH THEREQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY­STANDARD LEVEL OF QUALITY AND DETAIL, AND THEREFORE ARE INTENDED TD BE SUPPLEMENTED BY APPROPRIATE REQUESTS FDR CLARIFICATION AND INFORMATION, ERRORSAND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNERREPRESENTATIVE IN A TIMELY HANNER AND ASSUMES THE RISK OF THE CONSEQUENCES OF FAILING TO DD SO BEFORE BIDDING DR OTHERWISE PROCEEDING. d.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONSPRIOR TD STARTING CONSTRUCTION, AND NOTIFY THE ARCHITECT JHHEDJATLEY OF ANY DISCREPANCIES OR JNCONSI ST ENC JES. 6, SUBMITTALS i!LL BE REVIEWED BY THE ELECTRICAL ENGINEER, IF AT ALL, ONLY PURSUANT TD THE INDUSTRY-STANDARD PROTOCOL SET FORTH IN AJA DOCUMENT A201, AND IN ND EVENT i!LL THE THE SUBMITTAL REVIEW PROCESS RELIEVE DR LESSEN THE SUBMITTING CONTRACTOR'S RESPDNSJBILITY FOR AN INAPPROPRIATE SUBMITTAL 7.IN NO EVENT WILL ANY SITE VISITS BY THE ELECTRICAL ENGINEERCONCERN CONSTRUCTION MEANS AND METHODS ORCONSTRUCTION SAFETY, AND ALL SUCH MATTERS SHALL REMAINTHE SOLE RESPDNSIBILITY OF THE CONTRACTOR. 8.COPIES OF THE THE PLANS PROVIDED IN ANY ELECTRONIC FORMARE SUBJECT TO THE SAHE PRDVJSJDNS AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY DR ON BEHALF OFELECTRICAL ENGINEER FOR THE PROJECT, INCLUDING WITHOUTLIMITATION THE ENGINEER'S COMMON LAW, ST ATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENTIS GRANTED AT MOST A TRANFERABLE NONEXCLUSIVE LICENSE TD REUSE THE PLANS SOLELY FDR PROJECT PURPOSES; ANDND RECIPIENT JS AUTHORIZED TD USE DR TD ALLOW THE USE OFALL DR ANY PROTJDN OF THESE PLANS FDR ANY OTHER PURPOSE, AND ANY USE FOR ANY OTHER PURPOSE WOULD CONSTITUTE ACTIONABLE PLAGIARISM. ELECTRICAL ENGINEER PROVIDES DOCUMENTS IN AN ELECTRONIC FORM ONLY IN ITS STANDARD FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF GENERAL NOTES CDHPATJBJLJTY WITH ANY RECIPIENT'S SOFTWARE DR HARDWARE AND ANY USE WITH OR CONVERSION TO OTHER FORMATS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE DR HARDWARE, JS AT THE RECIPIENT'S SOLE RISK. 9, ALL CONDUIT, STRUCTURES AND INSTALLATION FOR POWER AND TELEPHONE UTILITIES SHALL CONFORM WITH THE REQUIREMENTS (HINIHUH BEND RADIUS, CONCRETE ENCASEMENT, CONDUIT, TYPE, ETC.) OF THE UTILITIES COMPANY. VERIFY ALL REQUIREMENTS WITH UTILITY COMPANY PRIOR TD BID AND INCLUDE ALL COSTS IN BID. 10. CONTRACTOR SHALL OBTAIN SOUTHERN CALIFORNIA EDISON CO.ISCE CO. J CONSTRUCTION DRAilNGS PRIOR TO CONSTRUCTION AND SHALL INSTALL POWER CONDUIT AND STRUCTURES ACCORDING TD SCE CD. DRAWINGS. EXTRA PAYMENTS WILL NOT BE GRANTED FOR FA I LURE TD DO SO. IL LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUIT, ETC. AND TD PREVENT HAZARD TD PERSONNEL AND/OR DAMAGE TD EXISTING UNDERGROUND UTILITIES DR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER JS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES DR STRUCTURES WHETHER DR NOT SHOWN DR DETAILED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IHHEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 11.REFER TD THE DRAWINGS AND SHOP DRAWINGS OF OTHER TRADESFOR ADDITIONAL DETAILS WHICH AFFECT THE PROPER INSTALLATION OF THIS WORK. 13.THE DRAWINGS INDICATE, IN A DIAGRAMMATIC HANNER, THEDESIRED LOCATIONS AND ARRANGEMENT OF THE COMPONENTS OF ELECTRICAL WORK. DETERMINE EXACT CONDUIT ROUTING, CONDUIT BENDS, AUXILIARY JUNCTION BOXES, SUPPORTS AND UNDEFINED CONSTRUCTION DETAILS AS A JOB CONDITION TD BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE REQUIREMENTS. PROPER JUDGEMENT MUST BE EXERCISED IN EXECUTING THE WORK SD AS TD SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TD SPACE LIMITATJDNS DR INTERFERENCE OF CONDITIONS ENCOUNTERED. 14.IN THE EVENT CHANGES IN THE INDICATED LOCATIONS DRARRANGEMENTS ARE NECESSARY, DUE TO DEVELOPED CONDITIONS IN THE BUILDING CONSTRUCTION DR REARRANGEMENT OF EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST PROVIDING THE CHANGE JS ORDERED BEFORE THE CONDUIT RUNS,ETC., AND WORK DIRECTLY CONNECTED TD SAME IS INSTALLED AND ND EXTRA MATERIALS ARE REQUIRED. 15. 16. 17. PROVIDE ALL EQUIPMENT WITH ENCLOSURES LISTED OR LABELED FOR USE AND LOCATION WHERE SUCH EQUIPMENT JS INSTALLED, GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS, BOTH OF THE STATE OF CALIFORNIA AND LOCAL AUTHORITIES HAVING JURJSDICTJDN. PROVIDE GROUND WIRE IN EACH CONDUIT CONTAINING CIRCUITS FEEDING RECEPTACLES THE CONDUIT SHALL NOT BE PERMITTED TO SERVE AS THE ONLY ELECTRICAL GROUND RETURN PATH. 18.PROVIDE HANDLE TIES AT CIRCUIT BREAKERS TD SIMULTANEOUSLYDISCONNECT ALL UNGROUNDED CONDUCTORS OF MULTI-WIRE BRANCH CIRCUITS WITH A SHARED NEUTRAL. 19.UNLESS NOTED OTHERi!SE ALL 110 VOLT HDMERUNS OVER !ODFEET SHALL BE #JO AWG MINIMUM, OVER 175 FEET SHALL BE ttB AWG MINIMUM. ADJUST CONDUIT SIZE ACCORDINGLY. 20.NOTIFY THE ARCHITECT IN WRITING WHEN INSTALLATION IS COMPLETE AND THAT A FINAL INSPECTION OF THIS WORK CAN BE PERFORMED. IN THE EVENT DEFECTS OR DEFICIENCIES ARE FOUND DURING THIS FINAL INSPECTION, THEY SHALL BE CORRECTED TO THE SATISFACTION OF THE ARCHITECT BEFORE FINAL ACCEPTANCE CAN BE ISSUED. 21.ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH THE APPLICABLE CITY OF NEWPORT BEACH STANDARDS INCLUDING, •STD-201-L-A•STD-204-L•STD-205-L•STD-206-L 21.CITY OF NEiPORT BEACH PUBLIC WORKS AND UTILITIESSTAFF SHALL BE NOTIFIED FDR ANY NEEDED CHANGES. SYMBOL LIST (ALL SYMBOLS NOT NECESSARILY USED ON THESE DRAWINGS) ALL SYMBOL DESCRIPTIONS ARE SUBJECT TD MODIFICATION AS NOTED ON THE DRAWINGS. VERIFY EXACT LOCATIONS AND HEIGHTS OF OUTLETS WITH ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TD ROUGH-IN. D 't:_ 111111 8-5,7,9 +45" CD- A.F.F. A.F.G. AWG AMP, A A.I.C. CI RC.,CKT. DUPLEX CONVENIENCE RECEPTACLE VERTICAL ON FLUSH WALL MOUNTED OUTLET BOX, +18'. JUNCTION BOX INDICATES CONNECTION TD EQUIPMENT AS REQUIRED, TYPICAL. PANELB DARD, ADJACENT LINE INDICATES PANEL FRONT, ADJACENT BALLOON INDICATES PANEL DESIGNATION 'A', SEE DRAWING E-3 FDR PANEL SCHEDULE. CIRCUIT BREAKER STATIONARY (NDN-DRAWDUTJ, SECONDAR Y VOLTAGE. FUSED SAFETY SWITCH (DISCONNECT>, HORSE POWER RATED. MOUNT ON WALL +45', DR ON EQUIPMENT +36'. PROVIDE SWITCH AND FUSES SIZED PER EQUIPMENT MANUFACTURER REQUIRE MENTS. MOTOR CONNECTION. PROVIDE FUSED SAFETY SWITCH (DISCONNECT>, HORSE POWER RATED, WALL MOUNTED, +45' DR EQUIPMENT MOUNTED, +36', PROVIDE SWITCH AND FUSES SIZED PER EQUIPMENT MANUFACTURER REQUIREMENTS. CONDUIT, INSTALLED CONCEALED 1/2' C - 2 #12 1/2' C - 3 #12 3/4' C - 4 �12 IN WALL DR IN CEILING SPACE. 11111 3/4'C -5#12 111111 3/4'C-6#12 1111 111 l' C - 7 #12 1111 1111 l' C - 8 #12 111111111 1 1/4' C - 9 �12 CONDUIT, INSTALLED CONCEALED IN DR UNDER FLOOR DR BELOW GRADE, 3/4' CONDUIT MINIMUM. HOMERUN TD PANEL 'B' FDR CIRCUITS 5, 7, 9 WITH SEPARATE NEUTRALS. MOUNTING HEIGHT TD CENTER LINE OF DEVICE FROM FINISH FLOOR DR EXTERIOR GRADE KEY NOTE CALLOUT. REFER TD CORRESPONDING NOTE ON DRAWING WHERE CALLOUT OCCURS. ABOVE FINISH FLOOR ABOVE FINISH GRADE AMERICAN WIRE GAUGE AMPERE AMPERES INTERRUPTING CAPACITY (SYMMETRICAL) CIRCUIT IG J-BOX KVA KW LCL LTG, LTS MCB MLO N[C ISOLATED GROUND AND ISOLATED NEUTRAL JUNCTION BOX KILOVOLT AMPERES KILOWATT LONG CONTINUOUS LOAD LIGHT ING MAIN CIRCUIT BREAKER MAIN LUGS ONLY NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT PHASE CB CIRCUIT BREAKER PH. or <Jl PROVIDE REC, RECEPT RGS SECONDARY TYP U.N.O. C CONDUIT CLCB c.o. CONN DIA EMT CURRENT LIMITING CIRCUIT BREAKER CON DU IT DNL Y. CONNECTED DIAMETER ELECTRICAL METALLIC TUBING EF EXHAUST FAN (E)EXISTING EQUIPMENT TD REMAIN FLA FULL LOAD AMPS GFI GROUND FAULT CIRCUIT INTERRUPTER. GFP GRD GROUND FAULT PROTECTION GROUND V FURNISH, INSTALL AND CONNECT. RECEPTACLE RIGID GALVANIZED STEEL 600 VOLTS AND LESS TYPICAL UNLESS NOTED OTHERWISE VOLTS VA VOLT AMPERES WP WEATHERPRO OF w WIRE IP 2P 3P SINGLE POLE DOUBLE POLE TRIPLE POLE N © C 0 > <( <( ..- 1----------------------------------------!0> SHEET INDEX 12_ >----------------------------------------<o E-1. 01 E -2. 01 E -3. Dl GENERAL NOTES, SINGLE LINE DIAGRAM, DETAILS & SYMBOL LIST SITE ELECTRICAL PLAN ELECTRICAL SPECIFICATIONS -"' 0 "' "'"'-0 0 N"' a, -I .c.� .D 1----------------------------------------t � Q_ 0 <( / Q. C-7500-1 © 0 0 0 �--�---�------------------�--�-------+---R-E-Vl-EW_E_D _: ------�----------------------------< 8 R M DESIGNGROUP NO. DATE DESCRIPTION OF REVISIONS APPROVED PATRICK ARCINIEGA SENIOR CIVIL ENGINEER RCE 70740 GENERAL NOTES, SLD, DETAILS AND SYMBOL LIST � <( NEWPORT ISLAND PARK f 0 > <( e-----�-----+---------------------�-------<wDESIGNED AS DRAWN RM CITY OF NEWPORT BEACH E-1.01 * e--------,:::, CHECKED: LR DA TE:07 01 19 PUBLIC WORKS DEPARTMENT P-5262-S / --------�-�----�-----------------�---�-------�---��-�=��--------------------�-----�(.) RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. , r (\J • • (\J - • ~ POURED -~4l7,~ UJ c□NCRE T -0 0 ~ ~ ro .a: <( ::;; ai ·;:: <( >, .Q "C OJ "' 0 a: ::;; 0.. ,..._ ..,- ~ £:! ~ ro 0 -a: ., ., ~ ..,.... __ e:: e:: e:: - ' I I I I E n. r-,. ..,- I ;!:!- E r-/ ...J / 0 <( / I .. C 0 ~ 0 ...J Cl C -~ f" 0 >, J:l -c Q) ., 0 a: :a 0.. co ~ B "' 0 -0 a: Cl C ·.:: 3l C Cl C w ca LL UND ER6RO UND SER V I CE A LERT GAL L : 811 TV'-10 V>IORKI NG DAY S BEFORE Y OU D IG ® ~ ® -----h ~ e:: VJ 2: I Cl) ", I 1--- @ ® o· 5' 10' - _J n.. MAP OF CANAL SECnON NEWPOR T BEA CH --1111, I I I 7 o sco BLOCK 338 5 ' -LIMIT Ol WORK (L ~O.W.) ---r------------- [llll9 A , :r. v '- I ' I I J I I I I .J 0 Ifill 0 -- , • .• • ('&, J ' J ·J, 0 - -~ • J • .• ., 2 4 (? ~ J • • "' REMOVE EXISTING 0 METER PEDESTAL -------✓-.., lV I . . . 7 /· 1 \ >-, ~-m I ~ . ,t \ . '. v I I ...J . 3"CO (SCE)~ • • 0 • • 8 I I I _,,----RELOCATED IRRIGATION f'0 CONTROLLER V • J I I . .~ 0 ~--~-..----(E) UGHTFIXTURE0 I _j l a. I I I I I I I KEY NOTES 0 INTERCEPT ALL EXISTING CIRCUITS FROM ELECTRICAL CABINET AND EXTEND TO NEW METER PEDESTAL VERIFY AND MATCH EXISTING CONDUIT/WIRING IN THE FIELD 0 INTERCEPT EXISTING SCE SERVICE CONDUIT AND EXTEND TO NEW METER PEDESTAL COORDINATE ALL WORK AND REQUIREMENTS WITH SCE CO. SCE MAY REQUIRE CONDUIT TO BE 3". f'0 MATCH EXISTING CONDUIT/WIRING AND EXTEND TO NEW LOCATION. CCORDINATE EXACT LOCATION WITH V LANDSCAPE ARCHITECT 0 EXISTING TO REMAIN PROTECT IN PLACE 0 SEE NOTES AND DETAILS ON SHEET NE-1.01 FOR ADDITIONAL INFORMATION. --• \ I \ I I I @ 20' ~- J 0 • • • ~ • • J ---~-------L.O.W. • • ) • .; • ., • • , • ' • • • • • ' . • • • • ., •• t-------------- j • I I I I ~, PROPERTY LINE (P.L.) FBA Engineering Consulting Elechical Engi11elll1i 150 Paularino AIIOOUe Suite A120 Ccr.sla Mesa, CA 92626 949.852.9005 • 949.852.1657 (fax) fllaen!lr.com FBA Jc,D NumOOr 535.031 WATER WAY THE RIVO AL TO RECORD DRAWINGS These Record Dra\1\/ings have been prepared based on information submitted, in part, by others While this information is believed tote reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \J\Jhich may have been incorporated into these plans as a result C-7500-1 E CL ro st .. - "' -0 '--.. 0 -~----::;;,;2=,,,;;:::-------------------T -~r-ir~1 1--,---7--------------------T---,--------,irniiciirn:--------,----------------------------------i8 1 RE~EWED: "' S1gn.iture 03/30/2021 Renewal Date PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 mtw.RJMdesigngroup.com (949] 493-2690 fax (949] 493-2600 phone R MDESIGN GROUP NO. DATE DESCRIPTION OF REVISIONS APPROVED SITE ELECTRICAL PLAN ~ I NEWPORT ISLAND PARK 0 N I ~ PATRICK ARCINIEGA SENIOR CIVIL ENGINEER RCE 70740 -r-----~-----+-----------------------~--------1"' E-2.01 i DESIGNED: DRAWN: AS RM CHECKED: DA TE: LR 07 01 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT r----------<n P-5262-S '.:?-----------------~--------------------~-----------------~--~~-----------------------~--------- r C 0 � 0 _, a, C ·�0---0 a: -a, C ·cru .5 a, C w cli LL UN D E R < S R O U N D SE R V I G E AL E R T CA L L : 81 1 TV ' l O V' l O R K I N < S DA Y S BE F O R E YO U Dl < S O' 5' 10 ' EL E C T R I C A L SP E C I F I C A T I O N S , PA R T I. 00 GE N E R A L J. DI RE L A T E D DO C U M E N T S A. Th e re q u i r e r 1 e n t s of th e Ge n e r a l C o n d i t i o n s , Su p p l e r 1 e n t n r y Ge n e r a l Co n d i t i o n s an d pe r t i n e n t pr o v i s i o n s of se c t i o n s In Di v i s i o n On e of th e s e sp e c i f i c o . t i o n s ap p l y to th e wo r k sp e c i f i e d in th i s se c t i o n . I. 01 SC O P E A. Wo r k In c l u d e d : Al l lo . b a r , Mo . t e r i o l s , o. p p l i o . n c e , to o ls , eq u ip r 1 e n t , fo e i li t ie s , tr o n s p o r t o t io n o.n d se r v i c e ne c e s s o . r y fo r , an d in c I de n t n l to , pe r f or M i ng o. l l op e r o . ti an s in co n n e c t i o n wi t h fu r n i s h i n g , de l i v e r y o. n d in s t n l l o . t i o n of th e wo r k of th i s Se c t i o n , co M p l e t e , os sh o w n on th e dr o w i n g s o. n d / or sp e c i f i e d he r e i n , J. 03 GE N E R A L S U M M A R Y or EL E C T R I C A L WO R K A. Th e Sp e c i f i c o . t i o n s o. n d Dr a w i n g s or e in t e n d e d to co v e r o. co M p l e t e i n s t n l lo t i o n of sy s i e M s . Th e OM i ss io n of ex p r e s s e d re f e r e n c e to o. n y i te n of la b o r or Mo t e r i n l s fo r t h e pr o p e r ex e c u i i o n of t h e wo r k in oc c o r d o . n c e wi t h pr e s e n t pr o . c t ic e of th e tr a d e s h o . l l no t re l i ev e t h e Co n t r a c t o r fr o r 1 pr o v i d i n g su c h o. d d i t i o n o . l lo b a r o. n d Mo . t e r i o . l s . B. Re f e r to th e Or o . w i n g s o. n d Sh o p Dr a w i n g s of ot h e r tr o d e s fo r o.d d i t i o n o . l de t o i ls wh i c h o. f f e c t ih e pr o p e r in s t a l l a t i o n of th i s wo r k . C. Th e El e c t r i c o . l Dr e . w i n g s or e d1 0 . g r o . M r 1 0 . t i c In Ma n y re s p e c t s . It is no t wi t h i n th e sc o p e of th e s e Dr a w i n g s to sh o w al l ne c e s s a r y be n d s , of f s e i s , or pu l l b o x e s re q u i r e d . Si z e s an d lo c a t i o n s of eq u i p r 1 e n t o n d wi r i n g r1 0 . y be di s t o r t e d fo r cl o . r i t y on th e Dr o w i ng s . J. 04 LO C A T I O N S OF EQ U I P M E N T A. Th e Or o . w i n g s in d i c a t e di o g r o r 1 r 1 0 . t i c o l ly th e de s i r e d lo c a t i o n s of o. r r o n g e r 1 e n t s of co n d u i t ru n s , ou t l e t s , eq u i p M e n t , et c . , an d o. r e to be fo l l o w e d as cl o s e l y o. s po s s i b l e . P r o p e r ju d g r 1 e n t Mu s t be ex e r c i s e d i n ex e c u t i n g th e wo r k so o. s to se c u r e th e be s t po s s i b l e in s t u l l o t i o n in th e ov o i lo b le sp a c e o. n d to ov e r c o r 1 e lo c a l di f f i c u l i l e s du e to sp a c e li M i t o . t i o n s or in t e r f e r e n c e of st r u c t u r o . l co n d i t i o n s en c o u n t e r e d . B. In th e ev e n t ch o n g e s in th e in d i c o . t e d lo c a t i o n s or o. r r o n g e M e n t s or e ne c e s s o . r y , du e to de v e l o p e d co n d i t i o n s in th e s i te co n s t r u c t i o n or re o r r o . n g e M e n t of eq u i pr1 e n t , su c h ch o . n g e s sh o . l l be r1 0 . d e wi t h o u t co s t pr o v i d i n g th e ch o . n g e is or d e r e d be f o r e th e co n d u i t r u n s , e t c . , an d wo r k di r e c t l y co n n e c t e d to so . M e is in s t o l le d on d no ex t r a Mn t e r l o . l s or e re q u i r e d . C. Th e Or o . w i n g s in d i c a t e o. p p r o x i r 1 0 . t e lo c o . t i o n s of ex i s t i ng co n d u i t s . Th e ex o . c t ro u t i n g sh o . l l be ve r i f i e d in fi e l d o. n d le n g t h of co n d u c t o r s sh o . l l be ad j u s t e d to th e le n g t h re q u i r e d , D. Co o r d i n o . t e o. n d co o p e r o . t e in ev e r y wo . y wi t h ot h e r tr o d e s in or d e r to ov o i d in t e r f e r e n c e o. n d os s u r e o so t i sf o . c t o r y jo b , 1. 0 5 SU B M I T T A L S A. Mo t e r i o . l Li s t s on d Sh o p Or o . w i n g s 20 ' 1. Su b M i t 6 co p i e s of r1 o t e r i o . l s li s i o. n d S h o p Or o . w i n g s fo r op p r o v o l . Th e Mo t e r i o . l s li s t of in s t a l l a t i o n Ma t e r i a l s sh o . l l in d i c o . t e pr o p o s e d eq u i p M e n t r1 o n u f o . c t u r e r s , Su b M i t t o . l s sh o . l l be or g o n i z e d in co M p l e t e d bo u n d gr o u p s fo r Mo . t e r i o . l s (i . e . , al l li g h t i n g fi x t u r e s or al l sw i t c h g e a r , et c . ) . De p a r t u r e fr o M th e o. b o v e pr o c e d u r e wi l l re s u l t in re s u b r 1 i t t o . l s on d de l o y s . Th e C o n t r o . c t o r sh o . l l ve r i f y di M e n s i o n s of eq u i p r 1 e n t o. n d be so . t i s f i e d os to fi t an d th o . t th e y co M p l y wi t h o. l l Co d e r e q u i r e r r i e n t s re l o . t i n g io cl e o r wo r k i n g sp a c e a. b o u t el e c t r i c a l eq u i p M e n t pr i o r to su b r 1 i t t i n g Sh o p Dr a w i n g s fo r ap p r o v a l , \i h e r e c u r r e n t li r 1 i t i n g fu s e de v i c e s or e sp e c i f i e d , su b n i t te c h n i c o . l do . t o . to in d i c o . t e fu s e s o. d e q u o t e l y pr o t e c t eq u i p r 1 e n t o. n d th o t th e fu s e s or e se l e c t i v e to th e ci r c u i t br e o . k e r s th o . t it pr o t e c t s . 2. S u b r 1 i t Sh o p Or o . w i n g s fo r o. l l el e c t r i c o . l it e r 1 s ex c e p t i n s t o . l l n t l o n Mn t e r i o . l s su c h as co n d u i t , co n d u i t fi t t i n g s , ou t le t bo x e s , 60 0 - v o It co n d u c t o r s , wi r i n g d e v i c e s , et c . 3. Su b r 1 i t t o . l s wh i c h or e in t e n d e d to be re v i e w e d o. s o. su b s t i t u t i o n or de p o . r t u r e fr o M th e Co n t r a . c t Do c u M e n t s Mu s t be sp e c i f I en l ly no t e d o. s su c h or th e re q u i r e r 1 e n t s of th e Co n t r a c t D0 c u r 1 e n t s wi l l pr e v o i l, re g o r d l e s s of th e o. c c e p t o n c e of th e su b M i tt o . l. FB A En g i n e e r i n g Co o s u ll i n g Elect r i c al Engin ee r . ; 15 0 Pa u l a r i n o Av o o u e Su i t e A1 2 0 Co s t a Me s a , CA 92 6 2 6 94 9 . 8 5 2 . 9 9 9 5 • 94 9 . 8 5 2 . 1 6 5 7 (f a x ) lb a o o g r . o o m FB A Jo b Nu m b e f 53 5 . 0 3 1 S'9 n a t u r e O< l @ 0 / 2 0 2 1 Re n e w a l D a t e 4. Sh o p Dr o w i ng s sh o . l l in c l u d e di Me n s i on e d P lo n s , el e v 1 1 t i o n s , de t o i ls , w i r i n g di o g r o . M s o. n d de s c r i p t i v e l i te r o . t u r e of co r 1 p o n e n t pa r - t s wh e r e op p l ic o b l e . St r u c t u r o . l co l c u l o . t i o n s o. n d Mo u n t i n g de t o . i ls , si g n e d by o. St r u c t u r a l En g i n e e r re g i s t e r e d by -t h e St o . t e of Co l i fo r n i o. , sh o l l be su b M i t t e d fo r al l eq u i p M e n t we i g h i n g ov e r 40 0 lb s an d sh a l l be in co r 1 p l i o n c e wi t h Ti t l e 21 of th e Ca l i f o r n i a Ad M i n i s t r o . t i v e Co d e , I. 06 RE C O R D DR A W I N G S A. Pr o v i d e o. n d MO . i n t o . i n in go o d or d e r o co M p l e t e se t of el e c t r i c o . l co n t r a . c t pr i n t s . Ch o . n g e s to th e co n t r a c t to be cl e a r l y re c o r d e d on th i s se t of pr i n t s . At th e en d of th e pr o j e c t , th e Co n t r n c t o r sh a l l tr a n s f e r al l ch a n g e s to on e se t re p r o d u c i b l e Dr n w i n g s to be de l i v e r e d un f o l d e d to th e Ar c h i t e c t . B. Th e Co n t r a c t o r sh o l l ke e p th e 'o . s - b u i l t ' pr i n t s up to do t e cu r r e n t wi t h o. l l wo r k pe r f o r n e d . I. 07 CL E A N I N G E Q U I P M E N T , MA T E R I A L S , PR E M I S E S A. Al l po r t s of th e eq u i p , e n t sh u l l be th o r o u g h l y cl e o n e d of di r t , ru s t , ce M e n t , pl o . s t e r , et c . , o. n d o. l l cr o c k s o. n d co r n e r s sc r o p e d ou t cl e o . n . Su r f o . c e s to be pa i n t e d sh o . l l be ca r e f u l l y cl e a n e d of gr e o . s e o. n d oi l sp o t s o. n d le f t sM o o t h , cl e o n o. n d in pr o p e r co n d i t i o n to re c e i v e po . i n t fi n i s h . I. 08 JO B CO N J IT IO N S - PR O T E C T IO N A. Pr o t e c t o. l l wo r k , Ma t e r i a l s on d eq u i p M e n t fr o M do M o g e fr o M an y co . u s e wh a t e v e r o.n d pr o v i d e o. d e q u o t e an d pr o p e r st o r o . g e fo . c i li t i e s du r i n g th e pr o g r e s s of th e wo r k Pr o v i d e fo r th e so . f e t y o. n d go o d co n d i t i o n of al l th e wo r k un t i l fi n o . l oc c e p t o n c e of th e wo r k by th e Ow n e r an d re p l o c e o. l l do . M o . g e d or de f e c t i v e wo r k , Mn t e r i o ls o. n d eq u i pM e n t be f o r e re q u e s t i n g f i no . l oc c e p t n n c e . B. Pr o v i d e UL l i st e d f ir e st o p f o r o. l l pe n e t r o t io n th r o u g h fi r e ro . t e d fl o o r , wo l l, ce i l i n g on d ro o f as s e M b l ie s to Mo . i n t o . i n o. l l fi r e ra t i n g s . Th e fi r e st o p Mo . t e r io ls sh o l l be re - e n t e r o . b le an d re u s o . b le , o. s MO . n u f o . c t u r e d by Ne l s o n , ty p e 'F S P ' , or eq u o . l by 3M Co , p o n y . I. 09 ID E N T I F I C A T I O N A. Pa n e lb o o . r d s , te r M i no l co . b i n e t s , c I rc u it br e a k e r s , di s c o n n e c t sw i t c h e s , st o . r t e r s , re l a y s , ti M e sw i t c h e s , co n t o . c t o r s , pu s h b u t t o n co n t r o l st a t i o n s , an d ot h e r o. p p o r o . t u s us e d fo r op e r a t i o n of co n t r o l s of fe e d e r s , ci r c u i t s , op p l i o . n c e s , or eq u i p r 1 e n t sh o . l l be pr o p e r l y id e n t i f i e d by r1 e o . n s of de s c r i p t i v e nO M e p l o t e s or to . g s pe r r 1 o n e n t l y ot t o c h e d to ih e o. p p n r o . t u s a n d wi r i n g . B, No M e p l o . t e s sh o . l l be en g r o . v e d lo . M i n o t e d ph e n o l i c . Sh o p Dr o . w i n g s wi t h di M e n s i o n s an d fo r M O t sh a l l be su b M i t t e d to th e Ar c h i t e c t be f o r e in s t o l lo t i o n . At t o c h M e n t to eq u i p M e n t sh o . l l be wi t h es c u t c h e o n pi n s , ri v e t s , se l f - t o p p i n g sc r e w s or MO . C h i n e s c r e w s . Se l f - a d h e r i n g or od h e s i v e b o c k e d no r 1 e p l o . t e s sh o l l no t be us e d . C. Pr o v i d e bl o c k - o n - w h i t e lo . M l n n i e d pl o s t i c no M e p l o . t e en g r o . v e d in Mi n i M U M 1/ 4 ' hi g h le t t e r s to co r r e s p o n d wi t h th e de s i gn o . ti on s on th e Dr o . w i n g s . Pr o v i d e ot h e r o. d d i t i o n o . l in f o r n o t i o n on no . M e p l o t e s wh e r e in d i c o . t e d . D. to r eq u i p r 1 e n t co n t a i n i n g or op e r a t i n g on ci r c u i t s of Mo r e th a n 24 0 vo l t s no r 1 i n o . l , pr o v i d e re d - o n - w h i te lo . M i no t e d wo r n i ng si g n s en g r a v e d in 1/ 1 ' hi g h le t t e r s to re a d 'C A U T I O N - 48 0 (o r os np p l i c o b l e l VO L T S ' , E. To . g s sh o . l l be o. t t o c h e d to fe e d e r wi r i n g in co n d u i t s at ev e r y po i n t wh e r e ru n s or e br o k e n or te r M i n o t e d o. n d sh a l l in c l u d e pu l l wi r e s in er 1 p t y co n d u i t s . Ci r c u i t , ph o s e , o. n d fu n c t i o n sh o l l be in d i c o . t e d . Br o . n c h ci r c u i t sh o . l l be to . g g e d on po . n e l b o o r d s . T o . g s r1 0 . y be r1 0 . d e of pr e s s u r e se n s i t i v e pl o . s t i c or er1 b o s s e d , se l f - n t t o . c h e d , st a i n l e s s st e e l or br o . s s ri b b o n . F. Co . r d h o l d e r s o. n d co r d s sh o . l l be pr o v i d e d fo r ci r c u i t id e n t i f i c o t i o n in po n e l b o o r d s . Ca r d h o l d e r s sh a l l co n s i s t of o Me t o . l fr o r 1 e re t a i n i n g o cl e o . r pl a s t i c co v e r pe r r 1 o n e n t l y nt t o . c h e d to th e in s i d e of po . n e t d o o r . Li s t of ci r c u i t s sh o l l be ty p e w r i t t e n on co r d . Ci r c u i t de s c r i p t i o n sh o . l l in c l u d e no . M e or nu r 1 b e r of ci r c u i t , o. r e o . , on d co n n e c t e d lo o . d . G. Ju n c t i o n o. n d pu l l b o x e s s h a l l h o v e co v e r s st e n c i l e d wi t h bo x n u M b e r wh e n sh o w n on th e Dr a w i n g s , or ci r c u i t nu M b e r s o. c c o r d i n g to po . n e l sc h e d u l e . Do . t o sh a l l be le t t e r e d in o. n in c o n s p i c u o u s Mo . n n e r wi t h o co l o r co n t r a s t i n g to fi n i s h . I. IO EL E C T R I C A L WO R K CL O S E O U T A. Pr e p o . r e th e fo l l o w i n g it e M s o. n d su b r 1 i t to th e Ar c h i t e c t be f o r e f in o . l o. c c e p t o . n c e . 1. Tw o co p i e s of o. l l te s t re s u l t s o. s re q u i r e d un d e r th i s se c t i o n . 2. Tw o co p i e s of Lo c a l on d / o r St a t e Co d e En f o r c i n g Au t h o r i t i e s fi n o l in s p e c t i o n ce r t If i co . te s , 3. Co p i e s of As - b u i l t Re c o r d D r a w i n g s as re q u i r e d un d e r th e Ge n e r o . l Co n d i t i o n s , pe r t i n e n t Di v i s i o n On e Se c t i o n o. n d El e c t r i c a l Ge n e r a l Pr o v i s i o n s . 4. Tw o co p i e s of o. l l re c e i p t s tr o . n s f e r r i n g po r t n b l e or de t u c h n b l e pn r t s to th e Ow n e r wh e n re q u e s t e d . 5. Th r e e co p i e s of op e r a . t i n g an d Ma i n t e n o . n c e in s t r u c t i o n bo o k s co v e r i n g ol l el e c t r i c o . l eq u i p M e n t o. n d sy s t e M s . PA R T 1 - PR O D U C T S 2. 01 CO N D U I T A. Ri g i d Me t a l co n d u i t : St e e l , ho t - d i p go l v o . n i z e d , sh e r o . r d i z e d or zi n c co o t e d , B. I n t e r o e d i n t e St e e l Co n d u i t ( !M C I , St e e l , ho t - d i p go . l v o . n i z e d , sh e r n r d i z e d or zi n c co a t e d . Co u p l i n g s o. n d co n n e c t o r s sh o . l l be th r e o d e d an d ro t e d 'l i q u i d ti g h t ' . C. El e c t r i c o . l r1 e t o . l l i c tu b i n g : St e e l , go l v o . n i z e d or sh e r o . r d i z e d . Co u p l i n g s on d co n n e c t o r s , se o . r 1 l e s s st e e l co n s t r u c t i o n o. n d of th e se t sc r e w or wo . t e r t i g h t c o M p r e s s i o n ty p e eq u o . l to Th o r 1 0 . s & Be t t s Co . 15 1 1 3 or #5 0 3 1 Se r l e s , co , p l e t e wi t h in s u l o . t e d th r o a t s . D. Fl e x i b l e Co n d u i t : S t e e l , go . l v o n i z e d . Co n n e c t o r sh n l l be eq u u l to Th o , , s & Be t t s Co . tt 3 3 1 1 an d / o r #3 3 3 2 Se r i e s , co M p l e t e wi t h in s u l o . t e d th r o u t . E. Li q u i d - t i g h t fl e x i b l e co n d u i t , Se o l t i t e Ty p e U. A. wi t h Ap p l e t o n Se r i e s 'S T ' co n n e c t o r s . r. Ri g i d No n He t , l l i c Co n d u i t < R N M C I : I. Po l y v i n y l Ch l o r i d e <P V C I - R N M C o. , PV C - s c h e d u l e 40 he o . v y wo l l co n s t r u c t i o n . b. PV C - s c h e d u l e 80 ex t r o . he o . v y wo . l l co n s t r u c t i o n . c PV C - t y p e EB , 2. RN M C fi t t i n g s co n n e c t i n g to Me t a l l i c ra c e w a y s sh o l l be pr o v i d e d wi t h o. gr o u n d / b o n d ju r i p e r co n n e c t i o n . 1. 01 WI R E AN D CA B L E A. Co p p e r co n d u c t o r s : #1 2 AW G Mi n i M U M un l e s s sp e c i f i co . l l y no t e d ot h e r w i s e on th e dr o w i ng s , Co n d u c t o r s 11 0 AW G un d SM O 11 er sh , 11 be so I id an d #8 AW G o. n d lo . r g e r sh o l l be st r a n d e d . Ty p e of wi r e o. s no t e d on dr o . w i n g s or as fo l lo w s : I. Ty p e TH W N / T H H N in s u l a t i o n us e d fo r oi l co n d u c t o r s un l e s s ot h e r w i s e no t e d . 2. Ty p e TH H N i n s u l o . t i o n us e d fo r ci r c u i t co n d u c t o r s in s t a l l e d in fl u o r e s c e n t li g h t i n g fi x t u r e ro c e w o . y s , fo r co n d u c t o r s co n n e c t e d to th e se c o n d a r y of fl u o r e s c e n t or Me r c u r y vo . p o r fi x t u r e bo . l lo s t or ot h e r ho t lo c o t i o n s , 3. Ty p e XH H W or TH W N in s u l n t i o n sh n l l be us e d wh e r e co n d u c t o r s or e in s t o . l l e d in co n d u i t ex p o s e d to th e we o . t h e r , 4, Th e fo l l o w i n g co l o r co d e fo r 11 0 / 1 0 8 vo l t br n n c h ci r c u i t s : Ne u t r a l - Wh i t e <l o p e fe e d e r ne u t r a l s wi t h wh i t e ta p e ne o . r co n n e c t i o n s ) j Gr o u n d - Gr e e n i ls o l o . t e d Gr o u n d - Gr e e n wi t h ye l l o w st r i p e J Ph o s e A - Bl o c k i Ph o s e B - Re d J Ph n s e C - Bl u e . 5. Th e fo l l o w i n g co l o r co d e fo r 17 7 / 4 8 0 vo l t br n n c h ci r c u i t s : Ne u t r o . l - Gr e y - lo p e fe e d e r ne u t r a l s wi t h Gr e y to p e ne o . r co n n e c t i o n s ) ; Gr o u n d - Gr e e n ; Ph o s e A - Br o w n ; Ph a s e B - Or a n g e ; Ph o . s e C - Ye l l o w . 6. Wh e n in d i v i d u a l n e u t r o l c o n d u c t o r s or e re q u i r e d fo r ea c h br a n c h ci r c u i t , th e co l o r co d e fo r th e ne u t r o . l co n d u c t o r s sh o l l be os fo l l o w s : Ph a s e A - Wh i t e wi t h Bl o c k st r i p e ; Ph a s e B - Wh i t e wi t h Re d St r i p e ; Ph a s e C - Wh i t e wi t h Bl u e st r i p e . Al l CO M M O n ne u t r o . l co n d u c t o r s , wh e n re q u i r e d , sh o l l be \i h i t e wi t h o u t o. n y st r i p e s . 7. Fe e d e r s id e n t i f i e d os to ph a s e or le g in ea . c h po . n e l b o o . r d wi t h pr i n t e d Id e n t i f y i n g to . p e . 8. Co l o r co d i n g fo r Me c h o n i c o . l on d pl u n b i n g co n t r o l wi r i n g sh o l l be on a. g r e e d up o n co l o r co d e be t w e e n th e Me c h o n i c o . l / P l u M b i n g Co n t r o . c t o r an d th e El e c t r i c a l Co n t r o c t o r . 1. 03 ST R U C T U R A L AN D MI S C E L L A N E O U S ST E E L A. St r u c t u r a l an d Mi s c e l l o . n e o u s st e e l us e d in co n n e c t i o n wi t h el e c t r i c a l wo r k on d lo c o t e d ou t - o f - d o o r s or in do . M p lo c o . t i o n s 1 to be ho t - d i p go l v o . n i z e d un l e s s ot h e r w i s e sp e c i f i e d . In c l u d e d or e un d e r g r o u n d pu l lb o x co v e r s o. n d Si Mi lo r el e c t r i c a l it e M s . Go . l v o n i z i n g ov e r o . g e 2. 0 ou n c e pe r sq u a r e fo o t nn d co n f o r , to AS T M Al 1 3 . PA R T 3 - EX E C U T I O N 3. 01 GR O U N D I N G A. Gr o u n d i n g sh o . l l be ex e c u t e d in oc c o r d o . n c e wi t h o.l l o . p p l i c o b l e co d e s o. n d re g u l a t i o n s o. n d l o c o . I au t h o r i t i e s ho . v i n g ju r i s d i c t i o n . B. Pr o v i d e gr o u n d co n d u c t o r in al l br o . n c h c i rc u i t co n d u i t s se r v i n g re c e p t o . c le lo o . d s . C. Gr o u n d co n d u c t o r s fo r br o n c h c i r c u i t w i r i n g sh o l l be nt t n c h e d ut en c h ou t l e t to th e bn c k of th e bo x us i n g dr i l le d o.n d to p p e d ho l e s on d wo . s h e r he o . d sc r e w s , 6- 3 2 or lo r g e r . D. Eo c h po n e !b o o . r d , sw i tc h b o o r d i pu l lb o x or an y ot h e r en c l o s u r e in wh i c h se v e r a l gr o u n d wi r e s or e te r M i n o t e d sh o l l be eq u i p p e d wi t h o gr o u n d bu s se c u r e d to th e in t e r i o r of th e en c l o s u r e . Th e bu s sh o . l l ho . v e o. se p o . r o . t e lu g fo r eo . c h gr o u n d co n d u c t o r . No Mo r e th o . n on e co n d u c t o r sh a l l be ln s t u I le d p e r lu g . 3, 01 CO N D U I T A. Th e si z e s of th e co n d u i t s fo r th e vo . r i o u s ci r c u i t s as in d i c o . t e d on th e dr o . w i n g s o. n d o. s re q u i r e d by co d e fo r t h e si z e o. n d nu M b e r of co n d u c t o r s to b e pu l l e d th e r e i n . Op e n en d s co . p p e d wi t h ap p r o v e d Mn n u f o . c t u r e d co n d u i t se a l s o. s so o n o. s in s t o . l l e d o.n d ke p t co p p e d un t i l re o d y to pu l l in co n d u c t o r s . Wh e r e ru n n i n g th r e a d un i o n s o r e ne c e s s o r y , on l y ap p r o v e d Mo n u f o . c t u r e d co n d u i t un i o n s us e d , No be n d s o r of f s e t s wi l l b e pe r r 1 i t t e d un l e s s ab s o l u t e l y ne c e s s o r y . Co n d u i t s to be co n c e o . l e d ex c e p t o. s no t e d ot h e r w i s e .. B. Ri g i d st e e l co n d u i t or in t e r r 1 e d i o . t e r1 e t o . l co n d u i t sh a l l be us e d wh e r e pl o . c e d un d e r g r o u n d in co n c r e t e , in br i c k or Mo . s o n r y wo l ls or ex p o s e d on ro o f s , Ri g i d st e e l co n d u i t sh o . l l no t be in s t o . l l e d in di r e c t ca n t o . c t wi t h th e eo r t h or sa n d , Co n d u i t s in s t o . l l e d in o. we t , or ex p o s e d lo c o . t i o n in co n c r e t e ho v e th r e a d s Fi l l e d wi t h re d le a d . to r sh o r t ru n s of co n d u i t s in s t o l le d in th e gr o u n d o. n d wi t h Ar c h i t e c t ' s o. p p r o v n l , co n d u i t s Mo y be 'h a l f ' l o p p e d Wi t h po l y v i n y l ch l o r i d e ta p e eq u n l to Sc o t c h Wr n p , Jo i n t s to be 'd o u b l e ' wr o p p e d . Ta p e sh a l l be 10 Mi l . th i c k . C. El e c t r i c o . l Me t o . l l ic tu b i n g up to on d in c l u d i n g 4 in c h e s Mo y be in s t a l l e d os pe r M i t t e d by co d e s re f e r e n c e wi t h i n sp e c if i co t ion , D. Fl e x i b l e co n d u i t n a y be in s t o . l l e d as pe r r i i t t e d by co d e s re f e r e n c e d wi t h i n s p e c i f i c o . t i o n s . Se o l t i t e , fl e x i b l e co n d u i t us e d fo r fi n o . l co n n e c t i o n s to Mo t o r s o. n d in we t , d o . M p o r o u t d o o r o r e o . s wh e r e dr a w i n g s in d i c o . t e th e us e of fl e x i b l e co n d u i t . E. Co n d u i t s th r o u g h o u t th e wo r k sh o l l be se c u r e l y o. n d ri g i d l y su p p o r t e d . S u p p o r t s pl o c e d no t Mo r e th a n 10 - f e e t a. p o . r t an d wi t h a su p p o r i pr o v i d e d no t Mo r e th o . n 3- f e e t fr o M o. n y ou t l e t or be n d . F. RN M C In s t o . l lo . t i o n Lo c o . t i o n s RN M C co n d u i t nn d RN M C fi t t i n g s sh a l l be in s t u l l e d in th e fo l l o w i n g lo c o . t i o n s co n t o i n i n g on l y 'no n - h o . z o . r d o u s ri o t e r i o . l' : 1. Un d e r g r o u n d , c o n c e o . l e d be l o w eo . r i h gr o . d e , un l e s s sp e c i f i c o . l l y no t e d or sp e c i f i e d ot h e r w i s e . 2, Ex p o s e d on ut i l i t y se r v i c e po l e s , fo r po l e ri s e r s o. t 9 fe e t or hi g h e r ab o v e fi n i s h gr o d e , sc h e d u l e 80 PV C on l y . 3. RN M C ty p e 'E B ' co n d u i t ( sl sh n 11 be co n c r e t e en c o s e d a. l o n g th e en t i r e le n g t h of th e co n d u i t s fo r al l in s t o l lo . t i o n lo c a t i o n s . G, Co n d u i t ov e r Me t o l ch a n n e l , la t h o. n d pl a s t e r ee l li n g s se c u r e l y ti e d to th e fu r r i n g ch o . n n e l s wi t h 11 6 go . u g e go l v o . n i z e d wi r e ti e s sp o c e no t ov e r 4- f e e t o. p o . r t . H Co n d u i t pl o . c e d a. g o . i n s t co n c r e t e o. b o v e gr o u n d fa s t e n e d to th e co n c r e t e wi t h pi p e st r o p s or on e ­ sc r e w co n d u i t c lo r 1 p s o. t t o . c h e d to th e co n c r e t e by r1 e o . n s of ex p o . n s i o n sc r e w an c h o r s o. n d sc r e w s . J, Co n d u i t s wh i c h or e in s t o l le d at th i s ti M e o. n d le f i e, p t y fo r fu t u r e sh n l l ho v e po l y v i n y l ro p e le f t in pl a c e fo r Fu t u r e us e . J, Co n d u i t st u b up s sh o . l l be pr o v i d e d wi t h in s u l o . t e d th r o o . t bu s h i n g s K. C o n d u i t e x p o s e d s h o . l l be ru n o. t ri g h t o. n g l e s or pn r u l l e l to th e wu l l s or st r u c t u r e s . A l l ch n n g e s in di r e c t i o n , ei t h e r ho r i z o n t a l l y or ve r t i c o . l l y sh o . l l be Mo . d e wi t h co n d u i t ou t l e t bo d i e s o.s Mo . n u f o . c t u r e d by Cr o u s e Hi n d s or eq u o . l . Co n d u i t s ru n on ex p o s e d be o . M s or tr e l l i s wo r k sh o . l l be po i n t e d to r1 0 . t c h su r r o u n d i n g su r f o . c e s . Co n d u i t s ru n ex p o s e d on ro o f s sh o l l be ri g i d st e e l or in t e r M e d i o . i e Me t o l co n d u i t o. n d sh o . l l be i n s t o l le d on 4 x 4 re d w o o d sl e e p e r s , r1 o x i M U M 5 fo o t on ce n t e r s . Sl e e p e r s sh o l l be se t on no n - h a r d e n i n g MO . S t i C. L Re - r o u t e co n d u i t wh e r e ne c e s s a r y to cl e o . r st r u c t u r o . l o. n d Me e h a n i co . l ob s t r u c t io n s . M, Pr o v i d e ex p o . n s i o n o. n d de f l e c t i o n fi t t i n g s , wi t h bo n d i n g Ju r 1 p e r o. t o. l l bu l ld i n g ex p o . n s l o n or se i s r 1 i c jo i n t cr o s s i n g s , 3, 03 WI R E AN D CA B L E A, Br o . n c h ci r c u i t o. n d fi x t u r e jo i n t s fo r #1 0 AW G o. n d sM o . l le r wi r e sh o . l l be Mo d e wi t h UL -o . p p r o v e d co n n e c t o r s li s t e d fo r 60 0 vo l t s , ap p r o v e d fo r us e wi t h co p p e r o. n d / o r o. l u M i n u M wi r e . Co n n e c t o r to co n s i s t of o. co n e - s h o . p e d , ex p o . n d n b l e co l l sp r i n g in s e r t , in s u l o . t e d wi t h o ny l o n sh o . l l on d 2 wi n g s pl a c e d op p o s i t e eo . c h ot h e r to se r v e as n b u l lt - i n wr e n c h or sh o . l l be Mo l d e d on e - p i e c e as Mo . n u f o c t u r e d by 'S c o t c h lo k ' . B. Br o . n c h ci r c u i t jo i n t s #8 o. n d lo r g e r sc r e w pr e s s u r e lu g s MO d e of hi g h st r e n g t h st r u c t u r o . l o lu r 1 in u M o l lo y o. n d UL - a p p r o v e d fo r us e wi t h bo t h co p p e r o . n d / o r o. l u r 1 i n u r 1 wi r e os Mo . n u f o c t u r e d by Th o M o s � Be t t s , C, Sp l i c e s i n s u l o . t e d wi t h pl o . s t i c s p l i c i n g to . p e , ho . l f ­ lo p p e d on d o. t le a . s t th e th i c k n e s s of th e wi r e i ns u lo t ion . Ta p e sh a l l be fr e s h an d qu o l i ty eq u a l to Sc o t c h . D, Co r r e s p o n d eo . c h ci r c u i t to th e br o . n c h nu M b e r in d i c o t e d on th e po . n e l sc h e d u l e sh o w n on th e Dr o . w i ng s ex c e p t wh e r e de p a r t u r e s or e op p r o v e d by ih e Ar c h i t e c t or th e Ow n e r ' s In s p e c t o r s . L Wi r i n g wi t h i n pa n e l en c l o s u r e s to be ne o . t l y gr o u p e d nn d la c e d wi t h Th o , n s & Be t t s 'T y - r u p ' sp n c e d 3' a. p o . r t an d fa n n e d ou t to th e te r n i n o . l s . To . g ol l sp o r e co n d u c t o r s . C- 75 0 0 - 1 N � C 0 > <! <! E Q. ro .... - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - < "'0 PL A N S PR E P A R E D BY : 31 5 9 1 Ca m i n o Ca p i s t r a n o R Sa n Ju a n Ca p i s t r a n o , CA 92 6 7 5 ww w . R J M d e s i g n g r o u p . c o m [9 4 9 1 4 9 3 - 2 6 9 0 fax [9 4 9 ] 49 3 - 2 6 0 0 ph o n e M DE S I G N GR O U P NO . 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W h i l e t h i s i n f o r m a t i o n i s b e l i e v e d t o b e r e l i a b l e , C i t y o f N e w p o r t B e a c h i s n o t re s p o n s i b l e t o i t s a c c u r a c y , n o r f o r e r r o r s o r o m i s s i o n s w h i c h m a y h a v e b e e n i n c o r p o r a t e d in t o t h e s e p l a n s a s a r e s u l t . ' ' Date: 10/1/20191:48 PM Plotted by: Ariel M. Alvarez 1.dwg 10/01 /19 - : I:\535\031\E-3.01 535031.