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HomeMy WebLinkAboutR_5808_SLI- O ADAMS AVE. CiTY OF ____ COSTA MESA VICTORIA 19TH ST. c5 > ~ "' "' a - "' "' « ~ c5 "' #' ~~ ORANGE '<! ~G COAST ~,ff " 'l-COLLEGE ORANGE C FAIRGR ,. - t!: > "' ST. 1, !TY 1, OF iNEWP rr-;c.~ BEAC RD. VICINITY MAP SCALE: 1" = 4400' SHEET INDEX DESCRIPTION TITLE SHEET CONSTRUCTION NOTES TYPICAL SECTIONS DETAILS SHEET NO. 2 3 4 STREET IMPROVEMENT PLAN RETAINING WALL PLAN & PROFILE RETAINING WALL DETAILS MISCELLANEOUS DETAILS 5-6 7 8-10 11 12-14 15-16 17 18-19 20-21 22 STORM DRAIN PLAN PLANTING PLAN PLANTING DETAILS IRRIGATION PLAN IRRIGATION DETAILS SIGNING & STRIPING PLAN TRAFFIC SIGNAL MODIFICATION PLAN 23-24 STREET LIGHT PLAN & DETAILS (NEWPORT) 25-26 STREET LIGHT PLAN (IRVINEl 27 THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES PRIOR TO COMMENCING ELDON DAVIDSON HERB WOLLERMAN JIM AUGER JOE BARRIOS CHUCK LANGE KEN EATHERTON CITY OF NEWPORT BEACH SEWER/WATER CITY OF NEWPORT BEACH STREET LIGHTS CITY OF NEWPORT BEACH STORM DRAIN ADELPHIA COX COMMUNICATIONS EDISON (NEWPORT BEACH) MARTIN KACZMAREK EDISON !IRVINE) VICTOR ROMERO BOB WARTH BRAD JACKSON MIKE JACK RYAN THOMAS THE GAS COMPANY (DISTRIBUTION) THE GAS COMPANY (TRANSMISSION) IRVINE RANCH WATER DISTRICT IRVINE RANCH WATER DISTRICT PACIFIC BELL NOTICE TO CONTRACTOR WORK ( 949) 718-3400 < 949) 718-3406 C 949) 644-3055 C 714) 338-2081 C 949) 546-2613 (714) 895-0246 (949) 458-4443 (714) 634-3264 (714) 634-3119 (949) 453-5611 (949) 453-5315 ( 714) 666-5718 PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING JS PERFORMED: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTRACTED AND HAS PROVIDED INQUIRY LO. # =~=~~-~~~~-~~ 2. THE UNDERSIGNED AGREES TO CONTACT ANO OBTAIN AN INQUIRY J.D. # FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2l WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCATATJON SIGNED ___________ _ DATED _____ _ CITY OF NEWPORT BEACH JAMBOREE ROAD/ MACARTHUR BOULEVARD INTERSECTION IMPROVEMENTS Cl TY OF NEWPORT BEACH C-3369 =ct CITY OF IRVINE LOCATION MAP ND SCALE DATE: ;/4k DATE: A--ho! o"!::> I \. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC BELL TELEPHONE COMPANY DAY (800) 624-8153 (800) 611-1911 611 NIGHT (800) 624-8153 (800) 611-1911 611 CITY OF NEWPORT BEACH (UTILITIES DEPT. l (949) 644-3011 COUNTY SANITATION DISTRICTS ADELPHIA CABLEVISION UNDERGROUND SERVICE ALERT (714) 962-2411 (714) 338-2081 (800) 422-4133 {800) 422-4133 DRIVEWAY ' I • 2. 3. 4. 5. 6. GENERAL NOTES ALL WORK SHALL CONFORM TO THE 1994 EDITION OF THE CITY OF NEWPORT BEACH STANDARD PLANS ANO SPECIFICATIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 1997 EDITION (GREEN BOOK) 1992 CALIFORNIA STANDARD SPECIFICATIONS, AND CALTRANS STANDARD PLANS PUBLIC ANO PRIVATE UTILITIES AND THE ACCOMPANYING SUBSTRUCTURES SHOWN ON THESE PLANS ARE FROM AVAILABLE PUBLIC DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANO PROTECTING ALL UTILITIES ANO SUBSTRUCTURES WITHIN THE CONSTRUCTION LIMITS. DAMAGE TO SUCH RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. ALL UNDERGROUND UTILITY AND OTHER SUBSURFACE WORK SHALL BE COMPLETED PRIOR TO COMPLETING THE FINAL SURF AC I NG. • THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT, PH. 644-331 I. FORTY-EIGHT (48) HOURS. PRIOR TO ANY ROAD CLOSURE AND/OR DETOUR. CONSTRUCTION SURVEY WORK FOR THE LINES ANO GRADES FOR CONSTRUCTION OF THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLANS FOR REVIEW & APPROVAL BY THE CITY OF NEWPORT BEACH AND CITY OF IRVINE PRIOR TO START OF CONSTRUCTION. LEGEND QS SANITARY SEWER MANHOLE +o+ FlRE HYDRANT -d'----WATER VALVE --S--SEWER LINE --w--WATER LINE -IRWD-IRVINE RANCH WATER DISTRICT ----SCE----SOUTHERN CALIFORNIA EDISON -TEL-TELEPHONE LINE ----COM----COMCAST LINE --SD-STORM DRAIN CENTERLINE FAIRCHILD PROPERTY LINE -ROAD re"'. .,,-,, !'ij';.. ! AG,_ - ' ~ PAVEMENT RECONSTRUCTION RETAINING WALL ~ VARIABLE DEPTH AC OVERLAY ~--~·1 FULL DEPTH AC RI CK KREUZER ~ i;;; No. __A24QI___ p.03/31/0 IRWD CODE 3873 City of Irvine Proj. •51557-MC Cit of Irvine C.I.P. No. 312030 PREPARED gy, KFM ENGINEERING, INC. 26632 Towne Centre Drive, Suite 240 Foothill Ranch, California 92610 Phone (949) 580-3838 a ~~.,,. J 4-04-03 R~ C. E. NO. 42407 BASIS OF BEARING: BENCH MARK: 3S-33-77 CO.C.S. l ELEV. 32.893' IRVINE RANCH WATER DISTRICT CITY OF IRVINE APPROVAL RECOMMENDED f--------'--"'--------.;;;__-'-'-'----'------------+------------------j APPROVAL RECDMMENOEO APPROVAL RECOMMENDED DESIGNED DRAWN CENTERLINE OF JAMBOREE BOULEVARD BEING N 40'38126" E PER PARCEL MAP 22-28 OF THE RECORDS OF THE COUNTY OF ORANGE, CALIFORNIA APPROVAL OF DOMESTIC & RECLAIMED WATER FACILITIES APPROVED BY: CITY ENGINEER AT THE WEST SIDE OF MACARTHUR BOULEVARD, 244 FT. W/O 4oioiP, 5□21or r.") -<t1~10> !CURSORY REVIEW ONLY) C) SOUTH OF THE INTERSECTION OF JAMBOREE ROAD, SET APP4R VED·B~YUPJ v"!J0/1 !f/DiATOE3, £k-;t_ua.u-c,,J._ ~ "!':f-UTILITIES DIRECTOR AT THE SOUTHEAST CORNER OF A 4.7 FT. BY 15.4 FT. /// //,,...✓ _ § R.C.E. ND. 15333 CONCRETE CATCH BASIN, 1.0 FT. BACK FROM CURB FACE. SUPERVISED BY DATE -{,y ($/ . _ C)_j MARK CARROLL R. 5 DATE DATE '"(-lf-LJ.;l REF: PARCEL MAP PMB 1 01/10-11 REVIEWED BY DATE ~JbUfi~ TRAS'. & OEV. SERVICES MANAGER R.C.E. NO. 12045 yf i)._.;. A JAM. ' GENERAL SERVICES DIRECTOR DATE +-I{) -o~ KN JO CHECKED DATE RK 04/04/2003 R-5808-S SHEET 1 OF 27 CONSTRUCTION (STREET LIGHTING NOTES -NEWPORT) CD PROTECT IN PLACE. ® RELOCATE EXISTING STREET LIGHT POLE ON NEW FOUNDATION PER CITY OF NEWPORT BEACH STD-203-L, SHEET 25. REMOVE EXISTING STREET LIGHT POLE FOUNDATION AS DIRECTED BY ENGINEER. @ REMOVE EXISTING CONDUCTORS. © ® INSTALL 2#8 AND 1 BARE SOLID CONDUCTORS IN EXISTING CONDUIT. INSTALL 11,4" SCH 40 PVC CONDUIT WITH 2#8 AND 1 BARE SOLID CONDUCTORS. @ CONNECT NEW AND EXISTING CONDUIT. ABANDON EXISTING CONDUIT IN PLACE. (I) ® SPLICE NEW TO EXISTING CONDUCTORS PER CITY OF NEWPORT BEACH DRAWING NO. STD-205-L, SHEET 25. @ INSTALL PULL BOX PER CITY OF NEWPORT BEACH DRAWING NO. STD-204-L, SHEET 25, @ RECONFIGURE~REPLACE SERVICE & CABINET PER DETAIL ~- Qj) INSTALL (3) #12 THWN STRANDED COPPER WIRES FOR IRRIGATION 120V SUPPLY. TERMINATE IN NEW CONTROLLER PER MANUFACTURERS SPECIFICATIONS. CONSTRUCTION (STREET LIGHTING NOTES -IRVINE) CD 9,500 LUMEN, 100 W HPSV CUTOFF LUMINAIRES, DOUBLE MAST ARM (8' EACH) ON FIBERGLASS COMPOSITE POLE WITH 30' MOUNTING HEIGHT TO BE FURNISHED AND INSTALLED BY SCE FORCES. @ 22,00 LUMEN, 200 W HPSV CUTOFF LUMINAIRE, SINGLE MAST ARM (6' l ON FIBERGLASS COMPOSITE POLE WITH 30' MOUNTING HEIGHT TO BE FURNISHED AND INSTALLED BY SCE FORCES. @ FURNISH AND INSTALL 2u CONDUIT (SCH 40) WITH 1,4' POLYPROPYLENE PULL ROPE BETWEEN PULLBOXES AND AS REQUIRED BETWEEN POINT OF SERVICE AND PROPOSED PULLBOXCSl PER UGS SPECIFICATIONS AND SCE REQUIREMENTS. @ FURN I SH AND INSTALL 1 o1,t X 17 u X 24" CONCRETE HANDHOLE CPULLBOX) PER UGS SPECIFICATIONS AND SCE REQUIREMENTS, @ FURNISH AND INSTALL 11,t CONDUIT !SCH 40) WITH 1,/ POLYPROPYLENE PULLROPE BETWEEN PULLBOX & ST, LIGHT WITH STUB UP SWEEP AS REQUIRED FOR ST, LIGHT PER UGS SPECIFICATIONS AND SCE REQUIREMENTS. @ FURNISH AND INSTALL 1" CONDUIT (SCH 40) WITH 1,{ POLYPROPYLENE PULLROPE BETWEEN PULLBOXES FOR IRRIGATION CONTROLLER 120V SERVICE. SEE IRRIGATION PLANS FOR CONTROLLER SPECIFICATIONS. CONSTRUCTION NOTES (SIGNING ONLY) CD PROTECT EXISTING SIGN IN PLACE. @ RELOCATE EXISTING SIGN. @ REMOVE EXISTING SIGN. © PLACE SIGN AND POST CCALTRANS DESIGNATION). []] [II [I] [!] @] [fil III [fil l]J B] II] CONSTRUCTION NOTES (STRIPING ONLY) PAINT 12" WHITE CROSSWALK PAINT 8" SOLID WHITE LINE CCALTRANS DETAIL 38) PAINT 4" SOLID WHITE LINE PAINT 4" SKIP WHITE LINE CCALTRANS DETAILS 11 AND 13) WHITE PAVEMENT ARROW AS SHOWN (THERMOPLASTIC TYPE IV) PAINT 12" WHITE CHEVRON WITH SPACING AS INDICATED AND@ 45° ANGLE PAINT 4" SKIP WHITE LINE <DETAIL 9) PAINT 'SIGNAL AHEAD' PAVEMENT MARKINGS (CALTRANS STD PALN A24DJ PAINT WHITE PAVEMENT ARROWS AS SHOWN (TYPE IV) PAINT 8" SKIP WHITE LINE CCALTRANS DETAIL 37Bl PLACE YELLOW-ONE WAY RAISED PAVEMENT MARKER AT EDGE OF TRAVELWAY CCALTRANS DETAIL 261 IRWD STANDARD WATER NOTES A, The water system is to be instol led by the developer. Al I water system work shol I conform to the District's "Procedural Guidel Ines and General Design Requirements" and "Construction Manual", as lost revised. B. The District Engineering Office shol I be col led for inspection four C4l working days before start -of-work-at--(949 l 453-5300 or C 949 l 453-5615; C. A pre-construction conference of representatives from affected agencies and the contractor shal I be held on the job site 48-hours prior to start of work. D. The water system ls to be staked by the developer's engineer at a minimum 50-foot stationing If there are no existing curbs. E. Any water service found to be within a driveway or sidewalk shall be removed oorrpletely and relnstal led at the proper location at no cost to the District. F. Al I main line valves shal I be maintained so as to be accessible during tract development, and al I valve stem tops having over 48-lnohes of cover wll I require an extension as per Drawing W-8. G. In residential streets, the top of the pipe, 10-inohes and smaller, shal I be a mlnl11Um of 42-lnches below the finished street surface and 48-lnches below finished street surface on al I primary and secondary streets. H. Al I fire hydrants shat I be set with the bottom flange 4-inohes above the concrete pod or sldewolk without the use of spools and shal I be located a minTIIUm of 3 feet from the ECR or BCR at intersection. I. Al I water mains 6-tnohes through 12-lnohes shol I be Closs 150, AWWA C-900 PVC, unless otherwise noted. J. No tops or other connections shall be made to existing District water mains prior to conducting an approved pressure test on the new water distribution system. Topping sleeves shall be pressure tested In an approved manner In the field, in the present of the District Inspector, prior to tapping the main line. Tapping of the main line shall not proceed unless a District Inspector rs present. K. Where meters end meter boxes are located within slopes, the angle meter stops shol I be so located that the meters and boxes wi I I be parol lei and flush, respectively, with the finished surface. L. No meter is to be placed within any sidewalk or driveway area. M. Curbs sha I I be I nscr 1 bed with o "W" Ind I oat i ng I coot lens of a I I domest Io water services by means of a 4" grinder. N, Individual pressure regulators are be required by the Uniform Plurrblng Code If average static pressure is 80 psi or more. o. Curbs shat I be inscribed with tie downs for al I valve locations by means of a 4 " grinder. P. The contractor shal I expose all join points to the existing reclaimed water system for verification of horizontal and vertical location before construction. Q. Final inspection for waterline must include water sarrples that wil I be tested for conductivity, turbidity, and odor. The turbidity must be less than 2.5 NTU and the odor ITUst be less than 1.0 TON, not to include chlorine odor, to be acceptable. R. The contractor working on IRWD waterlines must hove a C-34 license or a Class A General Contractors License. s. Contractor shal I obtain and show proof of a dewoterlng permit from the State of California, Regional Water Quality Control Board prior to the start of construction. IRWD STANDARD OFFSITE RECLAIMED WATER NOTES 1. Al I off-site reclaimed water systems shal I be constructed in accordance with the requirements of the domestic potable water systems. 2. Reclaimed water pipe shal I be purple PVC C-900, either class 150 or 200, marked as required by District standards to identify It as reclaimed water. 3. Al I 1-lnoh and 2-lnch copper services shal I be wrapped continuously with purple marking tape from end to end. 4. Al I reolalmed water lines shal I be constructed with 52 Inches of cover In residential streets and 60 Inches of cover for capital I Ines or In primary or secondary streets. See also Irrigation plans, detalls, & notes for oddltlonal IRWD requirements. ---- [I] [II rn m [§] [§] [I] [ID [ID ii]] [i] nil [j] IHI [ffi [ill STREET, STORM DRAIN, WATER & SEWER DISPOSITION NOTES CONSTRUCTION NOTES PROTECT IN PLACE (ITEM AS INDICATED). REMOVE CITEM AS INDICATED). CD CONSTRUCT 0,6' AC OVER 2.0' AB ON 95% COMPACTED SUBGRADE. @ CONSTRUCT 1,50' FULL DEPTH AC ON 95% COMPACTED SUBGRADE. @ CONSTRUCT 8" PCC CURB & GUTTER TYPE A PER CITY OF NB STD 182-L. _____ -------_______ :@ CONSTRUCT 8 "PCC-CURB-J"YPE-B--PER-CITY-OF--NB--STD-182,-L. ---------__ - ADJUST TO GRADE CITEM AS INDICATED). @ CONSTRUCT PCC SIDEWALK PER CITY OF NB STD 180-L. RELOCATE (ITEM AS INDICATED). ADJUST TO GRADE BY OTHERS @ CONSTRUCT CURB RAMP TYPE C PASSAGE WAY PER CALTRANS STD PLAN A88B. (ITEM AS INDICATED). (I) CONSTRUCT CURB RAMP CASE E PER CALTRANS STD PLAN ABBA. RELOCATE BY OTHERS C ITEM INDICATED), @ CONSTRUCT MODIFIED MEDIAN TAPER PER CITY OF NB STD 107-L REMOVE BY OTHERS C ITEM INDICATED). AND DETAIL ffi· NOT USED. @ CONSTRUCT MODIFIED MID-BLOCK BUS TURNOUT PER OCPFRD STD PLAN 1120 AND PER DETAIL ffi. NOT USED. W @ CONSTRUCT MEDIAN NOSE FLARE PER CITY OF NB STD 107-L. REMOVE CURB AND GUTTER. (U) CONSTRUCT MODIFIED 8" PCC CURB AND GUTTER TYPE C PER CITY OF NB REMOVE ROADWAY BASE & SURFACING. STD 183-L, AND PER DETAIL@· NOT USED. @ CONSTRUCT LOCAL DEPRESSION PER CITY OF NB STD 304-L. REMOVE PCC SIDEWALK, @ CONSTRUCT 4" THICK STAMPED CONCRETE. Q1) COLD PLANE 2" MINIMUM AND CONSTRUCT VARIABLE DEPTH A.C. OVERLAY. REMOVE MONUMENT SIGN. @ PLACE SLURRY SEAL. REMOVE AC DIKE. @ PLACE 0.2' AC OVER COMPACTED SUBGRADE. MODIFY AND REESTABLISH IRRIGATION SYSTEM, {U) PLACE CLASS 'B' -SELECTED MATERIAL TO THE GRADES INDICATED INCLUDING SERVICES, VALVES, BFP'S AND AND PREPARE SOIL AS REQUIRED PER PLANTING PLANS. CONTROLLERS AS NECESSARY TO FACILITATE t«1, PROPOSED IMPROVEMENTS. SEE ALSO PLANTING ~ REPLACE DISTURBED TURF AREA W/ SOD. USE SOD TYPE & IRRIGATION PLANS, AND IRWD STD WATER AND SOIL PREPARATON PER PLANTING PLAN. NOTES & OFF SITE RECLAIMED WATER NOTES t'frt. CONSTRUCT CURB RAMP CASE C PER CALTRANS ABBA, WITH RETAINING CURB. (SHEET 2l AS APPLICABLE. l!3' @) FURNISH & INSTALL 18" RCP CD LOAD PER PLAN). [] NOT USED. (gj) CONSTRUCT CURB INLET TYPE OL PER CITY OF NB STD 306-L. [fil ~I~SXE i~~~~lgA~lg~A~L~~~IPMENT PER TRAFFIC @ CONSTRUCT JUNCTION STRUCTURE NO, 1 PER CITY OF NB STD 310-L. 1f§1 SEE STREET LIGHTING PLAN FOR DISPOSITION @ CONSTRUCT CONCRETE COLLAR PER CITY OF NB STD 313-L OR ~ OF EXISTING STREET LIGHTS IMPACTED BY CITY OF IRVINE STD 310 AS THE CASE MAYBE, IMPROVEMENTS UNLESS NOTED OTHERWISE. @ CONSTRUCT PCC SIDEWALK PER CITY OF IRVINE STD PLAN 201. ~ NOT USED. @ CONSTRUCT CURB RAMP PER CITY OF IRVINE STD PLAN 202. !gj] REMOVE EXISTING MEDIAN IMPROVEMENTS. @ CONSTRUCT LOCAL DEPRESSION PER CITY OF IRVINE STD PLAN 303 AND PER DETAILS ON SHEET 14. ~ RELOCATE 4" PVC SEWER FORCE MAIN PER DETAIL@ @ CONSTRUCT PARABOLIC CURB TRANSITION PER CITY OF IRVINE STD PLAN 107. 1 • @ CONSTRUCT 6" PCC CURB AND GUTTER TYPE "A" PER CITY OF IRVINE STD PLAN 200. @ CONSTRUCT 8" PCC CURB AND GUTTER TYPE "A-2" PER CITY OF IRVINE STD PLAN 200. @ CONSTRUCT CITY OF IRVINE INLET TYPE II CATCH BASIN PER CITY OF IRVINE STD PLAN 300. QJ) FURNISH & INSTALL 12" RCP CD LOAD PER PLAN). @ CONSTRUCT CURB INLET TYPE OS PER CITY OF NB STD 306-L. @) REMOVE EXISTING 3.5' CB & PREPARE EXCAVATION FOR CONSTRUCTION OF NEW JUNCTION STRUCTURE (AS INDICATED) AND CONNECT EXISTING 18" RCP UPSTREAM & DOWNSTREAM TO NEW JUNCTION STRUCTURE. @ CONSTRUCT CONCRETE ENCASEMENT (450-C-2000) OVER PIPE 8" THICK A@PLACE FULL DEPTH AC TO MATCH FINISH SURFACE PER DETAIL 1 . 1 @) NOT USED @ CONSTRUCT JUNCTION STRUCTURE NO 1 PER CITY OF IRVINE STD 306, @ FURNISH AND INSTALL 4" PVC C900 (CLASS 150) PRESSURE PIPE. @) FURNISH AND INSTALL 4"X45° PVC C900 BEND (CLASS 150) W/ JOINT RESTRAINT. @ FURNISH AND INSTALL 4"X22.5° PVC C900 BEND (CLASS 150) W/ JOINT RESTRAINT. (@ FURNISH AND INSTALL 4" TRANSITION COUPLING (CLASS 150) W/ JOINT RESTRAINT. IRWD CONSTRUCTION NOTES @ FURNISH AND INSTALL 12" DIP (CLASS 350) FLANGED SPOOLS. @) FURNISH AND INSTALL FLEXIBLE TRANSITION COUPLING (ACP ROUGH BARREL x DIP> WI STAINLESS STEEL RESTRAINING HARNESS PER IRWD STD W-17. @ FURNISH AND INSTALL 12" X 22.5° DIP BEND, FLG x FLG. © FURNISH AND INSTALL 20" STD STEEL PIPE CASING 15/16" MIN THICKNESS) PER IRWD STD W-13. @:3) CONSTRUCT THRUST BLOCK PER IRWD STD W-12. @ JOIN EX 12" BFV TO MATCH EXISTING VALVE FITTING ON 12" SIDE, PE x FLG, INCLUDING JOINT ADAPTORS TO PROVIDE FULL JOINT RESTRAINT. @ ADJUST WATER VALVE CAN TO GRADE PER IRWD STD PLAN W-7. @ RELOCATE ARVR VALVE, CAN@ EXTEND COPPER TUBING PER IRWD STD PLAN W-10 AND DETAIL 1 . @ FURNISH AND INSTALL 12" X 45° DIP BEND, FLG x FLG. @ RELOCATE 4" BLOW-OFF PER DETAIL @· @ ABANDON EXIST RECLAIMED WATER METER SERVICE AT MAIN, REUSE METER AND INSTALL AT STATION 21+28. @ FURNISH AND INSTALL 2" RECLAIMED WATER IRRIGATION SERVICE PER IRWD STD PLAN W-2. @ FURNISH AND INSTALL 1" RECLAIMED WATER IRRIGATION SERVICE PER IRWD STD PLAN W-1. @ FURNISH AND INSTALL 2 WIRE CATHODIC PROTECTION TEST STATION (CPTSl PER IRWD STD PLAN CP-1. @ DISCONNECT AND ABANDON EXIST 2" DW SERVICE AT 10" MAIN. RECONNECT 2" SERVICE TO 8" ACP MAIN PRIOR TO SHUT DOWN OF ANY MAINLINE VALVES. ,----------------,-----------,---,-----,---------------,---,-----------------------1 ,-~ DESIGNED NOTE: CONSTRUCTION NOTES RELATING TO RETAINING WALLS, PLANTING & IRRIGATION AND TRAFFIC SIGNALS MAY NOT BE SHOWN HERE, REFER TO RESPECTIVE PLAN SHEETS FOR ~, PREPARED BY, KN CONSTRUCT I ON NOTE s rJ} ~ KFM ENGINEERING, INC. CHECKED C R T R B o E v A R D f1'RICK KREUZER\ 26672 Towne Centre Dr. #300 RK MA A H LJ LJ L "" No.,_4~2~4~07~_ "' F oothlll Ranch, CA 92610 C --------------- - - - - -- -------ADDITIONAL--CONSTRUCTION-NOTES-RELATING-TO-THESE-WORK ITEMs.--a ~ DRAWN -z!./ r ,,:;;,,n \,------- -A1,--/J ----------------------------ATJ AMBOREE ROAD --,:_ ~ -Exp: __ 3_-3_1_-o_s-~ ----Phone-<949>58O"-:3838-------------Jo ._,,,, o, l-'J ,-1-1r;=e,u1vi7;, /i"-t , ~l', iF'V ~~~~$ ;::f:21_~. -~~---=•~ =--e~:i~3_--=-cQ3ccc-""Qc"'5 1--D-A-TE----1:=DA=T=E==B=Y==========DE=s=c=R I=P=T I=□=N=========:·:::t-C-l_T_Y_O_F __ N_E_W_P_O_R_T_B_E_A_C_H-,--R---5-8_0_8 ___ 5--t - R.C.E. NO. 42407 DATE 3/03/05 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 2 DF.2L ---------------------------------------------------------------------------------------------------------- -i:.. :z ), -1 .. m CJ' '7" o.J' C m 7' I" rr -i JT -~ c:::, ;z: 3 -,, 3 ("" ""'Q ::i, 7-1 ']<. ~ -< :I fT1 r:: 3 ?" m z ~ • ~ .. C I" I CR/W) C 24' l I PEDESTRA IN I EASEMENT I 1FL VARIES I ( 63' l 60' (R/Wl C 129' l t ( 66' ) ( 56' l 1 O' I I I 2 VAR VAR 18' & 8' ....,_+------!----+------1-o---"-""l------11 5,1---+-:--iV~ARaa-laaE~Sc-i---=--i 2' TYP ,-- I \ a I \ r--~ I I I 3: 1 , \ MAX-;-,---.1 \ 13 I I 5 91------- (R/W) I ( 24 1 ) ( 3, l I NEW LANDSCAPING IMPROVEMENTS, ◄SEE PLANTING & IRRIGATION PLANS ------1161-----i 00------ _ ... -...... -- WHERE OCCURS ~ --- ,- ::::, u 3: < Ill 6' -15' ,----· TYPICAL SECTION STA 13+54.46 TO STA 15+28.90 CITY OF NEWPORT BEACH NOT TO SCALE ( 129' l t ( 63' J ( 66' J ( 60' l ( 56' l VARIES TYPICAL SECTION STA 15+28.90 TO STA 16+42.86 CITY OF NEWPORT BEACH NOT TO SCALE 60' C 66' l 45' ( 56' l 18' 12' & VARIES I -I ' 14-_ ___c_ _____ ,,15,\---------..i (R/Wl 1 O' (R/Wl 1 O' I I ... _::-r.:-=------ -..!'.'iii> l i:-, ----];;::s.c:,-----"--VARIES ---~S-t (1.101.-1-321.) ---,: 11 ,-,-VARIES ::::, ::::, 0.75o/.-2.00o/. u ~ ~1---111 f----1., Ill Ul VARIES ( 2. 31 o/.-3. 04 o/. l VARIES 3. OOo/.-4. 88'f. TYPICAL SECTION STA 16+42.86 TO STA 18+78.90 CITY OF NEWPORT BEACH NOT TO SCALE DISPOSITION NOTES [QI REMOVE CURB AND GUTTER. [j]] ij]] [ID H&I REMOVE ROADWAY BASE & SURFACING. REMOVE PCC SIDEWALK. REMOVE AC DIKE. MODIFY AND REESTABLISH IRRIGATION SYSTEM, INCLUDING SERVICES, VALVES, BFP'S AND CONTROLLERS AS NECESSARY TO FACILITATE PROPOSED IMPROVEMENTS. SEE ALSO PLANTING & IRRIGATION PLANS, AND IRWD STD WATER NOTES & OFF SITE RECLAIMED WATER NOTES (SHEET 2l AS APPLICABLE. Ifill REMOVE EX I ST I NG MED I AN IMPROVEMENTS. LEGEND CJ ~ 1.50' FULL DEPTH AC Q.6' AC OVER 2.0' AB COLD PLANE 2" AND PLACE VARIABLE DEPTH AC OVERLAY ---CITY OF IRVINE (R/Wl ( 1 0' l SCE AND 'I PACBELL ESMTJ C 55' l CONSTRUCTION NOTES G) CONSTRUCT Q.G' AC OVER 2,0' AB ON 951. COMPACTED SUBGRADE. @ CONSTRUCT 1.50' FULL DEPTH AC ON 951. COMPACTED SUBGRADE. G) CONSTRUCT 8" PCC CURB TYPE B PER CITY OF NB STD 182-L . @ CONSTRUCT PCC SIDEWALK PER CITY OF NB STD 180-L. @ CONSTRUCT MODIFIED MID-BLOCK BUS TURNOUT PER OCP~ STD PLAN 1120 AND PER DETAIL \j:f (jJ) CONSTRUCT MODIFIED 8" PCC CURB AND GUTTER TYPE C PEBCITY OF NB STD 183-L. AND PER DETAIL 4. 4 @ CONSTRUCT 4" THICK STAMPED CONCRETE. @ COLD PLANE 2" MINIMUM AND CONSTRUCT VARIABLE DEPTH A.C. OVERLAY. @ PLACE SLURRY SEAL. @ REPLACE DISTURBED TURF AREA W/ SOD. USE SOD TYPE AND SOIL PREPARATON PER PLANTING PLAN. (8} CONSTRUCT PCC SIDEWALK PER CITY OF IRVINE STD PLAN 201. @ CONSTRUCT 6" PCC CURB AND GUTTER TYPE "A" PER CITY OF IRVINE STD PLAN 200. @) CONSTRUCT 8" PCC CURB AND GUTTER TYPE "A-2" PER CITY OF IRVINE STD PLAN 200. (110' l t CITY OF NEWPORT BEACH- (R/Wl ( 55' l VARIES ',_;PROPOSE~ 6' TO 12,24' \ R/W I 68' f-,-'--,+,f----t------=-='------------1 REGRADE@ 2: 1 MAX 16!--"''----- PROPOSED RETAINING--- WALL VARIES I 6' TO 8' I I I I I \ ' ,- :::, u 3: < Ill 44' & 45' +22 VARIES 1. 451.-3. So/. TYPICAL SECTION STA 20+22,45 TO STA 23+22,55 CITY OF IRVINE NOT TO SCALE (R/W) ( 1 O' ) SCE AND PACBELL ESMT PROPOSED ---R/W 1 VARIES 1 8' TO 6' REGRADE @ 2:1 MAX-- PROPOSED RETA I N I NG,-------,--11 WALL I h I I I I I I I I I I I I I I I I I I I ,- :::, u 3: < V) VARIES (110' TO 115') VARIES (55' TO 50' l VARIES VARIES (55' TO 124' l ( 6, ) I I 1-j--l--~~-------I I \ \ \ \ \ I I I I \j I \ \ \ '...... 6' (R/WJ 2 ARIES 2.00o/.-3.401. VARIES --------------' TYPICAL SECTION STA 23+22.55 TO STA 28+37.63 CITY OF IRVINE NOT TO SCALE VAR I ES C 17 4' TO 115' l VARIES (50' TO 62' l VARIES (124' TO 53') C 46' l VARIES 8.40 TO (8' l C 45' l ( 6, ) ~ I ' I '----_i_ ~---- 1 I ------ --~--~----1 II ---------- 1 1 ,----,- ::::, ~ V) TYPICAL SECTION STA 28+37,63 TO STA 29+59,97 CITY OF IRVINE NOT TO SCALE (R/W) CR/Wl • I ,----------------..-------,---,---,---------------,----.--------------------- NOTE: DESIGNED PREPARED BY: KN TY PICA l SECTIONS 1 . SEE PLANTING & IRRIGATION PLANS KFM ENGINEERING, INC. FOR LANDSCAPING IN MEDIANS. RICK KREUZER ~ 26672 Towne Centre D,.#300 No. 42407 ~ Foothlll Ranch, CA 92610 2. ALL PCC AND AC REMOVALS & JOINS 3-31-06 Phone (949) 580-3838 SHALL BE SAWCUT IN ACCORDANCE . a~«= WITH "GREEN BOOK" SPECIFICATIONS. 3-03-05 [ R. C. E. NO. 42407 DATE CHECKED RK DRAWN JO DATE 3/03/05 ilvr /:'.:fl1,1 -01.lr1...-rs. MACARTHUR BOULEVARD AT JAMBOREE ROAD DATE BY ,-~-~----D_E_sc_R_rP_n_□_N ____ ~__,CITY OF NEWPORT BEACH R-SBOB-S REV [SIONS PUBLIC WORKS DEPARTMENT SHEET 3 □F--2.L " -C: 2 IJ CR 1 .:·· .• ;',' ,,• .. ,, ··,=- •::, .\~-/-',. ' ' ·, : ·~ @ ® ® ® ® . ',CURVE DATA THIS SHEET DELTA',, RADIUS ~ENGTH '115°53'19•' 4.00' a ;·os' 13'2:'21 '54• '· 4.00' : 9. 24 '. 125°3.3'17• 4,.00' 8-77' 13°48'29" 67 .on: 16.15' i:'.):,_'_:,:.:;' .. -:"·_,. __ ·: I I I . l' ... I • ~ I I --..-:_.:::,,,_.EX PCC SIDEWALK / / -•--·PACBELL ,: : · . . 1;,i4,; I / / I ! I , ! ' I I I r--,, r·;--_'. -". •/ I I ; , i ' ;.~~NO TREE PLANTING~ ,1-... .• i 5' EITHER SIDE OF 1 "-,· ' 12"W 12" IRWD WATER / / ~ 'L !NE, SEE PLANT-ING 1 PLAN FOR TREE / LOCATIONS. PACBELL SAWCUT & JOIN C TYP J ~-CONNECT TO B"RW CACPJ C 18'± E/0 lf,;l -Q. N >-1-17+75 I F::X,(;lJRB FACE··.•·., ~~~-~~-~:. ::_<-.j·-:·.:._,.L/<?::-~--:·'.':_·::~·1-~-:.-~~;-L-j-~~ji : ,'•: :---7:;;.;..;..:-·,·:--~~~=~~~--=-- n. ->-NI-000 UlO ~ + • . r--o r--_.., ... SCALE: 1" = 10' -------.--.s;-' ' -----~· · · -I . V • i'C:v • ( ••••••• --., ,._,, TANGENL. 6.3!r. 9.06' ' 7. 78' 8.11' - ' CURB LI NE 7 I CONSTRUCT 1.50' ~ ~ F LL. DEPTH AC ON '\, 95 o COMPACTED "'5UBG DE. ~·E·e£sED CGLD PLANE FORfch<f>.JEW R ADWA Y J 0 { . l-2 1 -04 ( 5 8 0 S . F . ) ,, I CURB LINE_j AREA IN. REVI S''!iD 1 2" DEEP LI FT AREA z < -Cl llJ ::.: ' . --"' . 0 0:: w Q. < I-12.5' z -Cl w ID ~J>I:.~ 1-1011:: -SE.I:. 1 ...... ········· . -,. ,,. ----------• ''f"-' ...... -"' 0:, --N • -Ill . N 0 ~ --;,,t - 12. 5' 12. 5' 12. 5' 25' 25' 5D' 50' 150' ' FOR NE~ ROADWAY JOIN. ' 150 FEET TAPER DETAIL N.T.S. ...,_____.-::..·~~ • ~ -2 1 -0 4 . ( 1 , 5 6 0 S . F . ) PROPOSED 12" SD SEE SD SHEETS --a TR SIG ·~----c:::-PROPOSED 12" SD ', SEE SD SHEETS ·.,¢-<$' e,-<.: -F ·. TREES ---------- REGRADE & REPLACE TURF @ 3: 1 MAX • N - 6" [), 6. p • [), "' 6. P. NOTES: 12" 1,2" R 3:12 BATTER IDW • 0::0 0:, =>< OLL 1,t R [), 1,2'' R 6. 6. 1. MATCH PAVEMENT X-SLOPE NO LIP FOR "SHED" GUTTER CONDITION 1. THE GUTTER SLOPE SHALL FOLLOW THE CROSS SLOPE OF THE STREET PAVEMENT. 2. SEE NOTES ON CITY OF NEWPORT BEACH STD. PLAN 182-L FOR INFORMATION ON JOINTS. 3. CONCRETE TO BE 560-C-3250. MODIFIED TYPE C CURB N. T.S. & GUTTER 0 9, 4" PCC SDWK w 0 < LL ID 0:: ::, 0 12" THICK FCC 3' 6' w z -...J ;,: 0 ...J LL EX CURB & SDWK TO BE REMOVED NOTE: SEE OCPFRD STD PLAN 1120 FOR ADDITIONAL DETAILS 2' 0 < X I-w :::, 0 z ;,: -< 0 V) -, _£-~~-AC -m ~ . .... ~ 12. 5' 0 I 7 ---m. ------------U') , ... ,,,,, ' -I-"' 0 • . N 0:, m -~ "-. BASE L I NE 0:: w 12.5' 12. 5' 12.5' Q. < I- 50' 0 z llJ DISPOSITION NOTES [II PROTECT IN PLACE C ITEM AS INDICATED). rn Ill @] lfil REMOVE (ITEM AS INDICATED). RELOCATE (ITEM AS INDICATED). ADJUST TO GRADE (ITEM AS INDICATED). ADJUST TO GRADE BY OTHERS (ITEM AS INDICATED). [j]] REMOVE CURB AND GUTTER. II] REMOVE ROADWAY BASE & SURFACING. ~ Ii] REMOVE PCC SIDEWALK. MODIFY AND REESTABLISH IRRIGATION SYSTEM, INCLUDING SERVICES, VALVES, BFP'S AND CONTROLLERS AS NECESSARY TO FACILITATE PROPOSED IMPROVEMENTS. SEE ALSO PLANTING & IRRIGATION PLANS AS APPLICABLE. Ii]] REMOVE TRAFFIC SIGNAL EQUIPMENT PER TRAFFIC SIGNAL MODIFICATION PLAN. [fil SEE STREET LIGHTING PLAN FOR DISPOSITION OF EXISTING STREET LIGHTS IMPACTED BY IMPROVEMENTS UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES (j) ® ® ® ® Q) ® CONSTRUCT 0.6' AC OVER 2.0' AB ON 95% COMPACTED SUBGRADE. CONSTRUCT 1.50' FULL DEPTH AC ON 95% COMPACTED SUBGRADE. CONSTRUCT 8" PCC CURB & GUTTER TYPE A PER CITY OF NB STD 182-L. CONSTRUCT PCC SIDEWALK PER CITY OF NB STD 180-L. CONSTRUCT CURB RAMP TYPE C PASSAGE WAY PER CALTRANS STD PLAN A88B. CONSTRUCT CURB RAMP CASE E PER CALTRANS STD PLAN A88A. CONSTRUCT MODIFIED MID-BLOCK BUS TURNOUT PER OCP~STD PLAN 1120 AND PER DETAIL 4 CONSTRUCT MODIFIED 8" PCC CURB AND GUTTER TYPE C P~CITY OF NB STD 183-L. AND PER DETAIL ~- CONSTRUCT 4" THICK STAMPED CONCRETE. COLO PLANE 2" MINIMUM AND CONSTRUCT VARIABLE DEPTH A.C. OVERLAY. PLACE SLURRY SEAL. PLACE CLASS 'B' -SELECTED MATERIAL TO THE GRADES INDICATED AND PREPARE SOIL AS REQUIRED PER PLANTING PLANS. REPLACE DISTURBED TURF AREA W/ SOD. USE SOD TYPE AND SOIL PREPARATON PER PLANTING PLAN. IRWD CONSTRUCTION NOTES " 0 ·. ... ---• .. rEPB • •• / ;:,, ,::-:FLOWLINE,.--~ -------~-- :.:pi\c8El l' -_:__;,z7··.-.. ··.c ... · .. -.. ·.·:.,_.···•····-.. ··.•· .. •.·• ... ·-·.·.· .. ---=---J-._~"""\,."",;;;;;:·:c;,.,+w•·vu_ •• -...... f-... -._--.-.. --,;·_-~ ·-.. -'-~---.=--+1-.: ••• ' •• 1 o/ 281. ·; ~-if:7 . . ' '' . ' rl\CB[L[ -·1 " ' -·-12',-W-···· ~::.·• ••• ,, -------./· _<c___ _ ___ .J._ -____ J ././ •••• ~~----·--··---"C',-:-,:-;-J.I. 12''W- EXIST cuRB FACE L< ,:: s~~..:::::. r--··•<, 2Lc -=:"1~2.:~.:.:c:-=.::::.. 1 .::::..:::.: , ..::::......::..::::::...p· .. • .. ·• • --+-"~ .. _· -,; ___ ,_ =-·····. " SECTION@ MID BLOCK N.T.S. BUS TURNOUT 0 @ @ ADJUST WATER VALVE CAN TO GRADE PER IRWD STD PLAN W-7. FURNISH & INSTALL 2" RECLAIMED WATER IRRIGATION SERVICE PER IRWD STD W-2. EPB EDISON --12 1's-------- ( .J I NT jSAWCUT_',& JOIN (TYP) _./' I LU __J / rn w I I :i ~ ~ .. ______ _) _____ _ _J w w u ..,-,...( CL 0. 1 ll. <t • " '. . SMH I C. " -• .J'--..,):------1 --+--------------------12 s . I : r-=----<.9J---;-711r--,,-~-""jl MODIFIED MID-BLOCK BUS TURNOUT 0 SCALE: 1" = 10' RICK KREUZER 42407 No--~~- 3-31-0 p . .;;...,;;_;_-"-"- c1v11.. OF c~I): ? § ½ " ; g .---------------,,::-::-:-,=,,,.---,---,.--r-------------,---,-------------------i. DES[GNED • PREPARED BY: KN DE TA l ls I KFM ENGINEERING, INC. CHECKED MAC AR T H u R B Ou L E VAR D . 26672 Towne Centre Dr. •300 RK i , Foothill Ranch, CA 92610 DRAWN -?/"ii As~f:l]IL"TS AT JAMBOREE ROAD •• ~~~~-=: 7 3-03-0~ DATE • JO ··I-_DA_:_··LK_AV\BY--1 ____ D_E_sc_R_[P_T_IO_N ____ .J._--l CI TY OF NEWPORT BEACH _R_-_5_a_o_a_-_s-i '.'l R.C.E. NO. 42407 DATE 3/03/05 REV[SJDNS PUBLIC WORKS DEPARTMENT SHEET 4 oF.21_ ; 0 L_ ___________________________________________________ _._ ________ __...._ __ ..._ __________________________ _ ·······--· ------------------------------------------------------------------------ -z: -I ITI 7"I ~ n, r---I c:, z 3: "'s::I G < l'T1 3 Ill ;z:. ~ i:. ;t:: ~ i:, C: jlll: l"T rr Ft < ;ii l"'" ), i"' :i: r: ;<; ,; u Ci c:: Ci I l,J C n -r .., •) ... ,,. '-• - I " .I I I I . i I I r I I I ~ w 1/) >-0:: 0:: :::, -' 1/) 0 "-: O, D: :~ .;. ,,:~~ 51 ,,,,:0 - / ·-rt _J '"" I , ' '_,' I I ' ' 52:----L LEGEND r-7 , t_______J 1 • 5 12 FULL DEPTH AC AC OVER 2,0' AB 50 COLD PLANE 2" AND PLACE VARIABLE AC OVERLAY I / _., _____________ _ I LO-,:::: 28; 8 PROF I LE SCALE l HORZ. 1"= 40' -I VERT. 1 "= 4' 13 ' ' : ' ~~r~of~D ; LDC ~-_ I ; 28,38 - --,-- I CC 14 CD SCALE 1" = 40' ' cc ' (!) Din -:,- : 0 r--' ! 'f "' ' ..,. "' ; ,.:;.. II)< SEE DETAIL 3 "' 1/) al~ 0 m c.D X •W ..,. ' .,, z +-.,, 0 0 LLI I- "'-' <D NO f~ -3"1 r-'l ~ c.o, I 60' I' I 0 a, 1-Q") _J c.D cc (!) ·•;_ I I ---------- I I ' 15 / - ---- 0 LO • ,,+o LO Ill SEE ' 0' ,_,._--Q t,O ' ~'c,; ';--u:, 'q' ~- 16 DETAIL r..1 'l-~ I , I , I I ,J t/ "' en ' (!) I =,1. 82 mw . ' a, r-r-,- '-·~+ -· "' "' ~..,. "----- 'j,i:'.1y7"'_,'1_ =-11,,,, ', 1',;c-,',-11,,, ,, , -, ,, ',:-,,,,-,,',,,.,,,,,,-,,"''": F,,,,.1.1,,, _ =,-+', "'"c-+--1-C'==' =I~ __ . .., ,, , I,, '-..._lii<.:i,ml~~fu~ ---"' "' -tn "' 0 0 17 I 0 0 cc I-' 0 0 , Ill (!) I •••• c~ "'···· _ • 46 . a:i-----,(!) 0:: (.;) LLI en a, ' 57' vc PVI = 45.51 .... "' ..,. . u: • '"grc ,-i --: z •• N: <( : u IJ) ' 0:: , __ a.. ...:t:.L ..,. • c.D ·-"-1: "' m 23,43 •O a, c.D 00 : 0 ~~ ~ co : m I I I 18 .. _ . tt') i 1' CO_ -I . PROPOSED EiLY TC OLO, -~ (0 I ,Ul ' . ' r- f --'c:o : ...- 19 ~"'3"• -,-• I ' ! I I I l r • i. -~ -•- I 20 48 44 50 46 AP# 445-132--09 SCE AIR 2-EACH ' I , 50 46 REGRADE BEHi .WALL W/MAX! 2: 1 SLOPE C TYP!. )_ . ; • (9 "'°' SCE VAULT <,; SCE -?C' ,' "Y CONSTRUCTION NOTES G) CONSTRUCT 0,6' AC OVER 2,0' AB ON 95% COMPACTED SUBGRADE, @ CONSTRUCT 1,50' FULL DEPTH AC ON 95% COMPACTED SUBGRADE, CONSTRUCT 8" PCC CURB & GUTTER TYPE A PER CITY OF NB STD 182-L, CONSTRUCT 8" PCC CURB TYPE B PER CITY OF NB STD 182-L, @ CONSTRUCT PCC SIDEWALK PER CITY OF NB STD 180-L, ® (?) ® ® CONSTRUCT CURB RAMP TYPE C PASSAGE WAY PER CALTRANS STD PLAN A88B, CONSTRUCT CURB RAMP CASE E PER CALTRANS STD PLAN ABBA, CONSTRUCT MODIFIED MEDIAN TAPER PER CITY OF NB STD 107-L AND DETAIL ffi' CONSTRUCT MODIFIED MID-BLOCK BUS 4 TURNOUT PER OCP~ STD PLAN 1120 AND PER DETAIL~ CONSTRUCT MEDIAN NOSE FLARE PER CITY OF NB STD 107-L, CONSTRUCT MODIFIED 8" PCC CURB AND GUTTER TYPE C PICITY OF NB STD 183-L. AND PER DETAIL 4. 4 CONSTRUCT LOCAL EPRESSION PER CITY OF NB STD 304-L, CONSTRUCT 4" THICK STAMPED CONCRETE. COLD PLANE 2" MIN AND CONSTRUCT VARIABLE DEPTH A.C. OVERLAY. PLACE SLURRY SEAL. CONSTRUCT PCC SIDEWALK PER CITY OF IRVINE STD PLAN 201. CONSTRUCT CURB RAMP PER CITY OF IRVINE STD PLAN 202, @ CONSTRUCT LOCAL DEPRESSION PER CITY OF IRVINE STD PLAN 303 AND PER DETAILS ON SHEET 14, @) CONSTRUCT G" PCC CURB AND GUTTER TYPE "A" PER CITY OF IRVINE STD PLAN 200. CONSTRUCT 8" PCC CURB AND GUTTER TYPE "A-2" PER CITY OF IRVINE STD PLAN 200. IRWD CONSTRUCTION NOTES @ ADJUST WATER VALVE CAN TO GRADE PER IRWD STD PLAN W-7, @ FURNISH & INSTALL 2" RECLAIMED WATER IRRIGATION SERVICE PER IRWD STD W-2, t.0 DISPOSITION NOTES 1----w w I (/) w w (/) 0 N + • <( I-(/) w z 1-t _J I u I-<( 2 I]] PROTECT IN PLACE ( ITEM AS INDICATED l, ~ ADJUST TO GRADE !ITEM AS INDICATED), [fil ADJUST TO GRADE BY OTHERS (ITEM AS INDICATED). (ID RELOCATE BY OTHERS ( ITEM INDICATED). 11] REMOVE BY OTHERS ( ITEM INDICATED l. liQI REMOVE CURB AND GUTTER. [j] Ii]] ll]] Ii]] REMOVE ROADWAY BASE & SURFACING. REMOVE PCC SIDEWALK. REMOVE MONUMENT SIGN. MODIFY AND REESTABLISH IRRIGATION SYSTEM, INCLUDING SERVICES, VALVES, BFP'S AND CONTROLLERS AS NECESSARY TO FACILITATE PROPOSED IMPROVEMENTS . SEE ALSO PLANTING & IRRIGATION PLANS AS APPLICABLE. Ii]] REMOVE TRAFFIC SIGNAL EQUIPMENT PER TRAFFIC SIGNAL MODIFICATION PLAN, [j]] SEE STREET LIGHTING PLAN FOR DISPOSITION OF EXISTING STREET LIGHTS IMPACTED BY IMPROVEMENTS UNLESS NOTED OTHERWISE. REMOVE EXISTING MEDIANS IMPROVEMENTS, RELOCATE 4" PVC SEWER FORCE MAIN PER DETAIL@· • " '""""""'"·--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------' \ 1 Lr r:,: C I): u 38-. 34- 42- 38-· 40-· 36-• EXE' Y TC EXE'LY M DIAN TC EX W'LY M DIAN I.{) 1- LLJ LLJ :r: IRWD RW ,,.,. -;#:..t;.-;.;;;M-,--M--~v J SERVICES ARVR 1 RELOCATION <J:: 1- (./) LLJ < ....... 21 ·- UTILITY DISPOSITION NO SCALE E'LY C • 22 1 LIGHT POLE SEE DETAIL ffi TMC \9 PACBELL EX E'LY TC Or--lO 0 ..... ;-+ I"">"• PROFILE SCALE HORZ. VERT. 1 "= 40' 1"=4' 23 FOR STORM DRAIN IMPROVEMENTS, SEE SHEETS 12-14 ---------- 24 FOR RETAINING WALL PLAN & PROFILE, SEE SHEET 7 CURB & PARKING LOT (TYPl REGRADE BEHIND WALL WITH MAX 2:1 SLOPE (TYPJ ,_ ___ • ,-:'-."--" L: "ii -r. .... .c .. :c; ~= -·-.. ~ I~i;~ 01-0--l • lO ZO: wO-LLI + OC>O.. fl') • LL.I c:( N(\UO~ 25 ---- -o. BB,: 25 EX 2" OW SERVI CE & METER EX 8" GATE VALVE EX 2" DW SERVICE RELOCATION 20' IRWD ESMT LIGHT.··· 1'-----J-c'-1 1 POLE -- <!) ON '? 0 • <!)"' N- 26 Na, 1~ • .,, 0 Nill -0,74,: -o_._sa • 27 SCALE 1" = 40' ' EX;, 1 O' WIDE u "' -.... 0.. "' .... 0 __, "' _-... r<)Q r--0 -+ • ,-... <!) N'O" PACBELL & SCE SEMENT "' 0 ..... .a~ + II a, --N _J 1 CB CURB 1 -----'iC...· -+.. --------------------- 28 29 CONSTRUCTION NOTES (D CONSTRUCT 0.6' AC OVER 2.0' AB ON 95¾ COMPACTED SUBGRADE. @ CONSTRUCT 1.50' FULL DEPTH AC ON 95¾ COMPACTED SUBGRADE. (j3) COLD PLANE 2" MINIMUM AND CONSTRUCT VARIABLE DEPTH AC OVERLAY. @ PLACE SLURRY SEAL. ----·····-··@·PLACE 0.2' AC··•OVER-·CAMPACTED· SUBGRADE. @ CONSTRUCT CURB RAMP CASE C PER CALTRANS WITH RETAINING CURB, ABBA, 30 28 26 30 28 (§) CONSTRUCT PCC SIDEWALK PER CITY OF IRVINE STD PLAN 201. @ CONSTRUCT LOCAL DEPRESSION PER CITY OF STD 303 AND PER DETAILS ON SHEET 14. CONSTRUCT PARABOLIC CURB TRANSITION PER CITY OF IRVINE STD PLAN 107, CONSTRUCT 6" PCC CURB AND GUTTER TYPE "A" PER CITY OF IRVINE STD PLAN 200, CONSTRUCT 8" PCC CURB AND GUTTER TYPE "A-2" PER CITY OF IRVINE STD PLAN 200, IRVINE IRWD CONSTRUCTION NOTES ADJUST WATER VALVE CAN TO GRADE PER IRWD STD PLAN W-7. RELOCATE ARVR VALVE, CAN AND EXTEND COPPE~ TUBING PER IRWD STD PLAN W-10 AND DETAIL \!]7. @ RELOCATE 4" BLOW-OFF PER DETAIL ®· @ ABANDON EXIST RECLAIMED WATER METER SERVICE AT MAIN, REUSE METER AND INSTALL AT STATION 21+28, @ FURNISH AND INSTALL 2" RECLAIMED WATER IRRIGATION SERVICE PER IRWD STD PLAN W-2. @ FURNISH AND INSTALL 1" RECLAIMED WATER IRRIGATION SERVICE PER IRWD STD PLAN W-1. @ ~ 6 ~cs~1~~T R~~gN~~~~o~~ ~gAeI cf' Tgw 8 ~E~~J c~At~ PRIOR TO SHUT DOWN OF ANY MAINLINE VALVES. DISPOSITION NOTES [j] PROTECT IN PLACE (ITEM AS INDICATED). [II REMOVE C ITEM AS INDICATED). [[] ADJUST TO GRADE BY OTHERS (ITEM AS INDICATED). (§] RELOCATE BY OTHERS (ITEM INDICATED). ll}] REMOVE ROADWAY BASE & SURFACING. [§] MODIFY AND REESTABLISH IRRIGATION SYSTEM, INCLUDING SERVICES, VALVES, BFP'S AND CONTROLLERS AS NECESSARY TO FACILITATE PROPOSED IMPROVEMENTS. SEE ALSO PLANTING & IRRIGATION PLANS, AND IRWD STD WATER NOTES & OFF SITE RECLAIMED WATER NOTES (SHEET 2) AS APPLICABLE. ij]] REMOVE TRAFFIC SIGNAL EQUIPMENT PER TRAFFIC SIGNAL MODIFICATION PLAN. lg] REMOVE EXISTING MEDIAN IMPROVEMENTS. ~~~~~;_~-=-c~~.;_.,,,. • ul .t 32+25, 50 '.LT Z ~ -IRR .. CONTROLLER, ~ :?_ - SEE IRRIGATION PLANS SIGN ':. IRR. CNTL. 1 TMH . j ' i i ,, )> ...... .:::0 (") :::c ..... r CJ II .:::o . 0 )> CJ -------~M~A~C~A RT HUR -BOU L. E.VARQ"' .. ..:--.,.._--MACARTHUR BL VD R/W PER .PM BK 1 07 PG 11. --- ---,____ __ --PROPOSED BACK OF WALK PROPOSED CURB & GUTTER ~-NEW AC PAVEMENT AC BERM REMOVED LEGEND ~ 1.5' FULL DEPTH AC rs:s] 0.6' AC OVER 2.0' AB f7"7yj COLD PLANE 2" AND PLACE L...?s..2:.J VARIABLE AC OVERLAY ® @ @ © @ ® ® ® ® (D 0 DELTA 01°47'20" 04°42'22" 04°02'20" 02°21 '09" 04°21 '39" 18°16'04" 00°26'10" . 02~06'42" 01°50'22" • ' " CURVE DATA RADIUS LENGTH 2002. oo' 62.51' 1742.00' 143.08' 200. 00' 14.10' 2705.00' 111. 06' 1792.00' 136.39' 2000. OD' 637.67' 200. oo' 29. 46' 2667. 00' . . 98,29' 1954.00' 62.73' ' ' TANGENT 31.26' 71.58' 7.05' 55.54' 68.23' 321.56' 14.75' 49 .. 15' . 31.37' ' ----·---------------- C/Ty Cl Ty OF _!!! ..!!._v I NE: NE:WPORr -;~:;-::-------:.. fr ~fESS/a ~ /i RI CK KREUZER ~ "' 42407 "' No •. ___ _ -11 • -3-31-os· * . CI V \\,. OF C~\.~ BE:ACH - ,----------------,.,D"'E"'S.,-IG~N""E"'D---r---,---,-----------------,.---,---------------------""1 PREPARED BY: KN KFM ENGINEERING, INC. CHECKED 26672 Towne Centre Dr,#300 RK Foothlll Ranch, CA 92610 STREET IMPROVEMENT PLAN MACARTHUR BOULEVARD ATJAMBOREE ROAD ., ,. Phone (949)580"3838 DRAWN JO • ~r/os Kf'IVI A<;-&l/!L'J!.' •• • •••••• ~· .;f:1:/ ..... ~ 3-03-0~ 1-D-AT-E--~-□A_TE__,__BY__, ____ DE_sc_R_IP_T_I o_N ____ ..,_____, CI TY OF NE WP ORT BEACH _R_-_5_8_0_8_-_s--1 Ll R.C.E. NO. 42407 DATE 3/03/05 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 6 □F--2L • 0 ,: IJ ti C: 0 IJ r • ® @ ® © SEE SHEET 10 FOR WALL & AESTHETIC DET !LS IN ..J ..J <( :a,: z - 35.2' l-a.. .... ..J in D 660'. '-' w "' 0 .... 01--..J--+ __ s::...o::...·----+--1--'----'2::......:@=+-'4"'0_' ~---t---!-----'-1-=-oo=---i' ---'----'---,-J.+--'---•_1'-'1-"o'-'-~---+--t-,._c.-----'----"6-=-0-' -1------'4-=-o_' -l-,-J.---'-------+--'---9"-'@+2,,,o'-'---'-----1-.---~ i +' REMOVE & REPLACE C, CURB & GUTTER AD STRIPING TO EXIST R/W • 42.17 40.17 I , , ! D i -48, 0 TOP IGN . 0 -\ -..J +o ;: ..J ' 44.17 ---42. 4 TOP PLANTER ls I DRAIN ..J "' N . en ~ 0 67' 34,84 BOTTOM BOTTOM 2 @ 40' DESIGN 'H' =8' SE iTION 8-8 PROP SED TOP F WALL 42.8 42, 17 r----i ----------- ' I I I ' PROPOSED TO z -OF FOOTING ,1 <( 0:: ,.,.~ WI D STEM I 2 @ 40' 20' 32' 20' D SIGN DESIGN 'H, =1 O' I '=12 1 SECTION C-C u "' 0 0 . I() 'f ...J -..J WALL DRAIN OUTLET TO 18 ".SD 2 ,5 13+36. 5 1 8 "R 27.70 INV 1 40' ESIGN 41.5 76' H' =12' D ·s I GN 'H' = 2' ECTION ECTION DD ,- in . 0 '+ ..J -..J -------- u. er: u a.. w cn • - in - 0, 17 1 02' ION D-D SEE SHE 10 FOR DETAILS IN THIS AREA S CTION D-D E~.:N 'H'=1J.5, ..6"a;!"18.. ECTION F-F I . i 09 DELTA 04°42'22"· 04°02'20" 00°16 1 25" 10 AP# 445-132-09 SEE SHEET 10 FOR WALL AND AESTHETIC DETAILS IN THIS AREA 11 12 ~ m--_,,... ~ CD ? SCALE: 1" = 40' AP# 445-132-16 13 ..J D ..J ..J a ..J 14 l-a.. '<I- u EX 2" DW "' SERVICE IRWD ARVR & BLOW-OFF t; ~ 8 & METER ASSEMBLIES, SEE .., • ,_ EX 10" • ,_ I-~ ..... _J I,{) ...J DETAILS ~5 ::,0 -GATE <!> 1 1 o•o +--t-, CUT & CAP 12 II ACP (BY IRWD) 6 EX 8" GATE VALVE ..J 0 ..J IRWD RW METERS, SEE zw": "'...-VALVE "'"' SHEET 6 AND DETAIL LS:2·cr--+-__,,.--_____________ -~~--"= "=t--------1r-(,__ __ fi~M:::--;=;;------------ FOR LOCATION AND 1 0::...1-t-DISPOSITION -··•••·----· ·--:v,--·o 0 o~-• --,, CURVE DATA RADIUS LENGTH ·1736.00' 142;59' 206. 00' 14.52' 200.00' 28.88' TANGENT • 71.33' 7.26' 14.47' ,-. IO ao...-•• 1-00J "' "' + +-000 ~NCX> ..JU] ------':,,~~-"sc~----~-,-,-----:!:+:;;!-r ... ~--~-,;~------1-----. ~ ~~-t;------- LOL = S05°44'57"E . 21 !22 h PROPOSED R/W L / SCE EASEME ------~ -------. ----' --~---- 1:· I ·--• --.-------· -,,, "' ! ~ ~-~· -1 \ -:=,.-i <J) .... u "' ...J .'. ;:, "' Lil . N ~ "' N LOL = S06°59 16"E 24 MAQARTHUR BOULEVARD ' : i : _ _,, __ _ 25 CITY CITY OF ..J a ..J u w -- C I-..J o. 83 · u "' N r-- 6.83 . 130' ..J ..J <( :a,: D z w .. u w ... : in · · · SECTION E-E BOT OM OF DOTING BO TOM OF KEY OUTLET4" NON PERF WALL DR IN/SUBDRAIN TO EX,C STA ~7+75± 35- 30- MA CH EXISTING FOR AR S DISTURBED BY CON RUCTION~-=- EX. -- PROTECT SIT LIGHTING ELECTRICAL C NDUITS -1--- @cPTS ---\. PROTECT EXIST 8" SEWER VERIFY DEPTH~\ AND LOCATION ~ V 611----- RET WALL KEY OPENING DETAIL REMOVE EXISTING 12" ACP TO NEAREST FULL JOINT & CONSTRUCT 12" DIP (CL 350) WI CONNECTIONS \ \ \ 60 AS INDICATED --PRbP R/W \ \ \ 41. 50 TW \(EX. \ \ \ \ \ \ \ \ \ \ \ \ \ SLOPE \ \ \ EX. 12" ACP WATER EX. VALVE (PROTECT) DESIGN 'H'=9.5 DESIGN ' ' = 7,5' SECTION EE 16 ..J r· ..J D i D ..J \ ' c \ ' ..J ' \ u \ ' ' u u i I "' a.. ' I I-I- N ..J 0 .LJ ... U) ,C '" . -.. OF I RV I.NE NEWPORT BEACH RICK KREU No. 42407 .......... 3-31-0 c,v, OF C E-E PROFILE SCALE HORZ. 1 "= 40' VERT.1"=4' 17 18 _// §! ..J "' II !§ :r: ..J l-o er: ..J <( u u <( w::. ,-0 ..J "'a> --' • • .... <( 0 N ..J~ f ~, 0 ·w r--o -z ,.....-,-N w UJ 25- AP# 445-132-13 ~~~8c:*T5~ ~J~ESHEET 1A CONSTRUCT 2' MASONRY \1/ALL RETURN .PER SECTION E-E, • OUTLET WALL DRAIN & SUBDRA IN TO - EX CB 27+75±.• ' ;(.'·' -. EXIST ~O' -?/PACBELL & SCE EASEMENT . -- is --. :: -·-": --- - AP# 445-132-14 MACARTHUR BLVD R/W PER PM BK 1.07. PG 11 > z in • ID I") 6'.:!: 9' L=B'MIN 63 SCE DUCT TOP=27.3, BOT=25.9, VERIFY LOCATION 8c DEPTH (PROTECT) • in> .z N-N in I--a.. • ,- "" N 18' 35' 4' 4. 5' ADJUS TO JOIN EX. 12" ACP CONSTRUCT 50'± 12" DIP WITH FULLY FLANGED JOINTS 3' 12u IRWD WATER LINE DETAIL SCALE: 1 "=1 O' HORZ 1 "= 2' VERT IRWD CONSTRUCTION NOTES ® 12" DIP (CLASS 350) FLANG @) FURNIS ND INSTALL FLEXIBLE TRANSITION~_,,,,~ (ACP ROU BARREL x DIP) W/ STAINLESS RESTRAINING RNESS PER IRWD STD W-1 . (@ L 12" X 22.5• (§} FURNISH AND INSTALL EL PIPE CASING (5/16" MIN THICKNESS) STD W-13. @) CONSTRUCT THRUST BL ® JOIN EX 12" 12" SIDE, P PROVIDE F 0 MATCH EXISTIN FLG, INCLUDING JOIN JOINT RESTRAINT. AND INSTALL 12" X 45° DIP BEND, Fl AND INSTALL 2 WIRE CATHODIC PROTECTION (CPTS) PER IRWD STD PLAN CP-1. SPOOLS. x FLG. ON . -. ,. " ,-----------------,-----....---,----.--------------..---...---------------------1 DESIGNED PREPARED BY: KFM ENGINEERING, INC. 26672 Towne Centre Dr.#300 Foothlll Ranch, CA 92610 Phone (9491 580-3838 a~ 3-03-05 R.C.E. NO. 42407 DATE KN CHECKED RK DRAWN JO 9/15/03 KN • REVISED WATERLINE RELOCATION, SEE SHEET 1 A RETAINING WALL PLAN MACARTHUR BOULEVARD AT JAMBOREE ROAD t-D-AT-E ---:...D_A_TE~_BY~~---D_Es_c_R r_PT_1_0N ____ ~ _ __, C I TY OF NE WP ORT BEACH R-5 8 08-S 3/03/05 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 7 OF ..21__ D 01"56'54" 1940. 00' 65.97' 32.99' ......,..._;..;_;;..;_;;..;._.i..;.;;..;.;.,..,;;.;;.-'-..,;;.;;.;.;;,.;,.-'-..;;,,;;;,;.;;.;;,-1... ______________________________________________________ __,_ ____________ .1.-___ .J,,_ ________________ J.... __________ .J_ ____ ....Jc ------------------------------------------- 7;= v'1 O<'.: 0 cf (/l IRWD STANDARD WATER NOTES A. The water system Is to be lnstal led by the developer. Al I water system work shal I conform to the District's "Procedural Guidelines and General Design Requirements" and "Construction Manual", as lost revised. B. The District Engineering Office shal I be col led for inspection four <4 > working days before start of work at (949) 453-5300 or (949) 453-5615. C. A pre-construction conference of representatives from affected agencies and the contractor shall be held on the job site 48-hours prior to start of work. D. The water system ls to be staked by the developer's engineer at o minirrum 50-foot stationing If there are no existing curbs. E. Any water service found to be within a driveway or sidewalk shall be removed completely and relnstol led at the proper location at no cost to the District. F. Al I main line valves shal I be maintained so as to be accessible during tract development, and al I valve stem tops having over 48-lnches of cover wll I require an extension as per Drawing W-8. G. In residential streets, the top of the pipe, 10-lnches and smaller, shal I be o minimum of 42-lnches below the finished street surface and 48-inches below finished street surface on al I primary and secondary streets. H. All fire hydrants shal I be set with the bottom flange 4-lnches above the concrete pad or sidewalk without the use of spools and shal I be located a minimum of 3 feet from the ECR or BCR at intersection. I. Al I water mains 6-inches through 12-inches shal I be Class 150, AWWA C-900 PVC, unless otherwise noted. J. No taps or other connections shall be made to existing District water mains prior ta conducting an approved pressure test on the new water distribution system. Tapping sleeves shal I be pressure tested In on approved manner in the field, In the present of the District Inspector, prior to tapping the main line. Tapping of the main line shall not proceed unless a District Inspector Is present, K. Where meters and meter boxes are located within slopes, the angle meter stops shall be so located that the meters and boxes wl I I be paral lei and flush, respectively, with the finished surface. L. No meter is to be placed within any sidewalk or driveway area. M. Curbs shal I be Inscribed with o "W" Indicating locations of al I domestic water services by means of a 4" grinder. N. Individual pressure regulators ore be required by the Uniform Plurrblng Code If overage static pressure is 80 psi or more. o. curbs shol I be Inscribed with tie downs far al I valve locations by means of a 4" grinder. P. The contractor shall expose al I join points to the existing reclaimed water system for verification of horizontal and vertical location before construction. a. Final Inspection for waterline must include water samples that wll I be tested for conductivity, turbidity. and odor. The turbidity must be less than 2.5 NTU and the odar must be less than 1.0 TON, not to Include chlorine odor, to be acceptable. R, The contractor working on IRWD waterlines must have a C-34 license ar a Closs A General Contractors License. s. Contractor shol I obtain and show proof of a dewoterlng permit from the State of California, Regional Water Quality Control Board prior to the start of construction. 23,•.·--0 OJ PROTECT EX 8" Sh'WfR !'OZ' ' " ' I . I MACARTHUR 'BOULEVARD \ y SERVICE---..: ---· .... •' --.. -·--"----__ ,,_.«-- I I I I II I I i I • , i I I I i -·, - REMOVE EX 12' TEE & PUP, 12' X 8' Cl REDUCER, s:o 12' X 10' ACP REDUCER & INTERFERING THRUST BLOCK. FURNISH AND INSTALL 10' X 8' DI REDUCER IFLG X PO) WITH FLG ADAPTOR TO 10' ACP. FURNISH AND INSTALL 8' DIP TO EXIST 8' VALVE WITH 8' FLG X PO ADAPTOR. ---"· - SCALE: 1" = 20' 2+o0 I . I I 1+75 1 +50 -· :· ,-1,·· .. ,,-<>~·: . I \ \ \ ~~(l RICK KREUZ No. 42407 \ ·3-31-0 P•--- CIV\\. OF C~ 1+25 1+o0 +75 ,\ ,,_.-;.:- ' l +50 ROPE JblNTS TO I I +25 0 l . 1· .·.·,. ;· .. ·.·, ·i---.·. ·. I . ~ _I __ ' •·-;---,--, -••·· I I •. • .•• ,i • -·-r-·· ·~~---'----·-~_, Qrc-~-L._' ____ _,_~ ____ __,_ ____ • _,.__,'-. '. I .: ·••···1' ... • · 11·· ' I ; . 1··· ·1 •• -• I PROFILE ~CALE±=---J HORZ. VERT. 1 "= 20' 1"= 5' WATERLINE CONSTRUCTION NOTES . --. . ;:,;:,,, ,4-7 _, ,. :..,'..:>/' h1/ ~/ @ ® ® ® ® @ @ @ @ @ FURNISH AND INSTALL 8' DIP. FURNISH AND INSTALL 8' X 16' HOT TAP AND 8' RW GATE VALVE ASSEMBLY, WITH VALVE STEM EXTENSION. FURNISH AND INSTALL 8' X 22.5' DIP BEND. FURNISH AND INSTALL 8' X 8' X 8' DIP TEE IFLG X FLG X FLG). CONSTRUCT THRUST BLOCK PER IRWD STD W-12. FURNISH AND INSTALL 8' GATE VALVE IFLG X PO). FURNISH AND INSTALL 8' X 45' DIP BEND. FURNISH AND INSTALL 2 WIRE CATHODIC PROTECTION TEST STATION CCPTS) PER IRWD STD PLAN CP-1. FURNISH AND INSTALL FLG ADAPTOR TO 8' ACP. REMOVE EXISTING 8' X 90" BEND. fi " ~ 9 g " L , " > g , ,------------------,r.:D-::E':'S':".IG:':'N::E-::D---,i---,----,i----------------,--,-----------------------4 PREPARED BY: KN KFM ENGINEERING, INC. CHECKED RK 26672 Towne Centre Dr. •300 Foothill Ranch, CA 92610 ~*h=o,,,.ne.:!.':4:.c···· !:..~-4.,c~(.,)~5~8'::'0~-~3::::8~3~8~--==· :::?L.,3!..:-~01=3~-~0~5 , ... :-:-~-:N_·_· _J_o-l' ,_9_:~-5~-:~3 _· ·_::_·~"°-D_E_D_S_EE_·_sH_:_ET_s_::_1_:_TR_rE:_~SE-D_W_A_TE_RL_IN_E_··~----, R. C. E. NO. 42407 DATE 3/03/05 REVISIONS WATERLINE RELOCATION IRWD MACARTHUR BOULEVARD .............. AT JAMBOREE ROAD CITY OF NEWPORT BEACH.-R_-_5_8_0_8_-S__,~ PUBLIC WORKS DEPARTMENT SHEET 7A oF.21_ ; 1 V o< C ex \ Cl R/W R/W R/W R/W R/W f--i f--. f--i ' I-::i • ::i I-! ::i • ::i SEE o!w SEE DETAIL 3 0 w ::> I SEE DETAIL 3 o!w ' D w >-!z >-z DIW >-! z >-z <(I,-...., <( ->-i z <C I ,___. <( ,___. _Ji _J 2: 1 _J _J <( ' ,___. 2: 1 _Ji _J _J _J • 2" MATCHING 2" MATCHING _J _J ' 2" MATCHING I WALL CAP WALL CAP I WALL CAP TOP OF WALL ,c,-,,.-----=~---tt---"c--------TOP OF WALL ,..,...,------=~=---1-f--->---'-r----+' -----TOP OF WALL ,,,-,,.,-----_:::;,~ ::------Hh-'-r------+' -'-'-'---"'---"'-="- 2" MATCHING WALL CAP ,-,-,,,.,-----""ll~---++~-'-r-----r' TOP OF WALL "' :i PREVIOUS BACKFILL AND SUBDRAIN, SEE DETAIL \-:::4--j---,_......__ WATERPROOFING CSLATEX DR EQUIVALENT)--......__ MORTAR CAP CTYPl :c LIMIT OF SUBDRAIN SYSTEM--- STRUCTURE BACKFILL 4' 0 SEE DETAIL~4-- , I I : 2 11 : CLR 1-+--,1--1 I I I I I I II -o 8" "SPLIT FACE" ,.,--CONE SIDEl CMU WALL SOLID GROUTED 2 #5 12" "SPLIT FACE" CONE SIDEl CMU WALL SOLID GROUTED 11 5'r," #5 @ 24" 2 "x6" KEYWAY • "' a: H-;;t-1,,r-2 #5 ,,; t3 Y. 0 Ll,J w 3" CLR -a: -....I "'o W/2 ____ _,UJ :i :c I WATERPROOFING CSLATEX OR EQUIVALENT) -~--..J LIMIT OF SUBDRAIN , SYSTEM~ 2 11X6 II , , 8" "SPLIT FACE" ,.,--CONE SIDEl CMU WALL SOLID GROUTED ---#4 @ 24" oc 11 s,,a" n-~1--#5 @ 24" 2,, H-1--l CLR H-1--1 KEYWAY----H-1--l 12" "SPLIT FACE" CONE SIDEl CMU WALL SOLID GROUTED 0 ~tj_-2 #5 CONCRETE STEM #5 @ 1 2 " ';,, a: • ....I NO -UJ :ii ------------~ --- :c WATERPROOFING (SLATEX OR EQUIVALENT)----,~__; LIMIT OF SUBDRAIN I ... SYSTEM~ I I 2 11X6 11 I KEYWAY, 0 4' 0 .....---i7~E C TYP l 4' 0 STRUCTURE BACKFILL SEE DETAIL l--"-4-+--Y. 0 UJ I w 3,, CLR W/2 -a: -....I "1 u STRUCTURE BACKFILL SEE DETAIL~-- B 3,, CLR 3" CLR -a: -...J ,., u 7 5.,.s" 8" "SPLIT FACE" CONE SIDE) CMU WALL SOLID GROUTED 2 #5 12" "SPLIT FACE" CONE SIDE) CMU WALL SOL ID GROUTED 2 #5 15 s.,.s" 16" "SPLIT FACE" CONE SIDE l CMU WALL SOL ID GROUTED 2 #5 CONCRETE STEM #5 @ 12"• Wk w "' a: F • --' NO Y. 3" Cl CLR 2'-9" 4'-6" SEE • "' -2 PREVIOUS BACKFILL AND SUBDRAIN, SEE DETAIL WATERPROOFING , ' CSLATEX OR I EQUIVALENT> MORTAR CAP CTYPl I STRUCTURE I :c I BACKFILL , SEE DETAIL® : LIMIT OF 3" I SUBDRAIN I CL SYSTEM~ -I VJZ w ... I w-I-,B -:::E 0 I "'-z I I II ... --0 > N w • -w C "' a: VJ • ....I NU E CTYP) 4' 0 • a: ,., ...J 0 Y. 3 ,, 0 CLR 6'-0" w ••• ···«>~:i,__ ____ ~wii~'ir-i ,---~-, 2 #4 CONT 2" MATCHING WALL CAP TOP OF WALL 2 #4 CONT :c PREVIOUS BACKFILL AND SUBDRAIN, SEE DETAIL WATERPROOFING ($LATEX OR EQUIVALENT)----. I LIMIT OF 1 SUBDRAIN : , ' 8" "SPLIT FACE" ,...--CONE SIDE> CMU « SYSTEM~ B WALL SOLID GROUTED 2 #5 12" "SPLIT FACE" CONE SIDEl CMU WALL SOLID GROUTED 11 s.,a" #5 @ 24" 2 "x6" KEYWAY 2 #5 STRUCTURE BACKFILL a, 4' 0 SEE DETA!Lf.-..C!--1--~ 1 ' 3 ,, CLR 3 ,, CLR 1, -0" • • rll!l'o!---#4 @ 24" DC 7 s,,s' 8" "SPLIT FACE" CONE SIDE) CMU WALL SOLID GROUTED ;7""""" 2 #5 11 S✓," 12" "SPLIT FACE" CONE SIDEl CMU WALL SOLID GROUTED #5 @ 24" .->-=-2 #5 -a: -...J "'u 16" "SPLIT FACE" CONE SIDE) CMU WALL SOLID GROUTED 2"x6" KEYWAY w Y. 0 4'-6" • Ill a: • ....I NO ...I--H;;;-1 E C TYP l Wk I SECTION B-B SECTION C-C SECTION D-D SECTION E-E SECTION F-F NOT TO SCALE 12" CONC NOT TO SCALE 0 LLJ ..-a.z -- I GUTTER I :c a. ... -~~---,J'----~-~-~~A~~-U a: OUTLET TO REAR OF CB, SEE PLAN FDR LOCATION 4" SCH 40 NON-PERF PIPE-s;:;-~~.J. VJ u.O a:w :; w:::, .... a.VJ ---6" PVC DOME DRAIN : 1 • x NOTE: SUBDRAIN 4" PERF PIPE ;I N< FACE OF WALL , '' __ _,_:::i; DI $CONT I NUOUS AT PO I NT ,--+-,-+-+1Jf: ~~SUBD::IN CLEANOUT OF OUTLET ONLY. 1111.--........~ : , I: 1 4" SCH 40 N□N-PERF PIPE -~~---y'-------,fL-',-;;j,LLJ;y.L~;u...' .,_•~· --4" NON-PERF WALL DRAIN CONFIGURATION WHEN PARALLEL TO WALL. SUBORAIN TIE IN SIMILAR AT POINT OF OUTLET -z 0) --:::E PLAN PROPOSED WALL--- 6" PVC DOME DRAIN AND HUB W/ 6 "x4" TRANSITION COUPLING SEE PLAN FOR WALL DRAIN LOCATION CONTINUOUS PERVIOUS BACKFILL 4" THRU HOLE IN WALL STEM PROPOSED OR EXIST CB FS/FG OUTLET TO sr a.z :ca.< 0 a: VJ u.O a:a, :.: w:::i ... a.VJ '-!---;- 12" I SUBDRAIN CLEANOUT 4" SCH 40 NON-PERF THREADED CAP I REAR OF CB ,'-----t-----'.._,....t-__y CORE THRU EX CB (1 LOCATION) SEE PLAN FOR LOCATION 1 '-0" SECTION ----PERF HOLES (3/8"@ 12" □Cl TYP WALL DRAINAGE DETAIL 0 NOT TO SCALE GALV CRIMPED STOP GALV STEEVE CLAMP-- GALV WASHER 10' MAX SPAN 2" STD STL PIPE TYP 1,/ GALV CABLE GALV TYP---1 TOP OF WALL NOTE: 3,e" DI A HOLE l,4" GALV CABLE PIPE 2" STD POST 4' TYP END SPAN POST CAP TO BE A DRIVEN FIT TYP GALV METAL CLAMP TYP THREADED TENSIONERS CTYPl ENTIRE CABLE RAILING SYSTEM SHALL BE BLACK VINYL COATED. TYP ELEVATION ....... CABLE NOT TO SCALE • N CABLE RAIL POST t-='-t--- 2:i MAX -"' 16" 12" GUTTER 2500 psi CONCRETE NOT TO SCALE --PCC WALL GUTTER RETAINING WALL DESIGN HEIGHT, H 8' 16" CONC STEM, D - 12" CONC STEM, C - 16" CMU STEM, B - 12" CMU STEM, A 3'-4" FTG WIDTH, w 6'-0" FTG THICKNESS, Df 12" KEY DEPTH, Dk 48 II NOT TO SCALE RETAINING WALL SCHEDULE OF DIMENSIONS AND REINFORCEMENT LEVEL OR 2:1 MAX SLOPE 1 O' 12' 12' 9,5' 7,5' 10.5' --1'-4 11 --- -2'-8" ---- --3' -4 11 --4'-o" 4'-0" 4'-0" 3' -4 11 4'-0" 3'-4" 4' -0" 6'-6" 6'-6" 6'-6 11 10'-0" 7'-0" 7' -6" 12" 16" 16" 18" 12" 18" 54" 48" 48" 60" 48" 54" ~-..... I I. 2500 psi CONC KEY WIDTH, Wk BAR 'A' SIZE & SPACING BAR , B' SIZE & SPACING BAR , C, SIZE & SPACING 1 2 " 12" 4@1 6" 4@32" 5@8" 6@16" -6@8" 12" 1 2" 1 2" 12" 18" 5@16" 5@32" 5@16" 5@24" 6@32" 7@8" 5@16" 7@8" 6@8" 6@16" 7@8" 6@8" 7@16" 6@16" 6@8" BAR 'D' SIZE & SPACING ---6@8" --- BAR 'E' SIZE & SPACING 6#4 7#4 7#4 7#4 10#4 7#4 8#4 POST ANCHOR DETAIL 0 --------l3 NOT TO SCALE BAR , F, SIZE & SPACING REFER TO SECTION 5@8" 5@8" B-B c-c 6@8" 5@8" 5@8" 5@8" 6@8" c-c D-D E-E E-'E F-F RI CK KREUZER ~ No, 42407 "" ........ 3-31-0 ,----------------..-----.----,---,--------------,----,---------------------1 DESIGNED PREPAREDBY: KN RETAINING WALL DETAILS KFM ENGINEERING, INC. CHECKED MAC AR T H u R B □ u L E v ARD 26672 Towne Centre Dr.#300 RK ~~~~~rn<~~~~~8g}33~~610 • DRAWN Jo ?>'1 05 KPM N-,,-e,u,Lis AT JAMBOREE ROAD a ~ 3-O3-Q51-D-AT-E----;_0_A_TE~B-Y~ ____ 0_E_sc_R_IP_n_o_N ____ ~-CITY OF NEWPORT BEACH R-5aoa-s R.C.E. NO. 42407 DATE 3/03/05 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 8 OF -21_ I (/- r GENERAL: 1. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THE CONTRACTOR DISCOVERS AN ERROR OR POSSIBLE OISCREPANCY BETWEEN FIELD CONDITIONS AND THE DRAWINGS.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 2. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 3. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REaUIREMENTS OF THE UNIFORM BUILDING CODE LATEST EDITION, THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE LOCAL BUILDING OFFICIAL AND LOCAL REQUIREMENTS. 4. THE DESIGN,ADEOUACY AND SAFETY OF ERECTIDN,BRACING,SHORING,TEMPORARY SUPPORTS,ETC.!S THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERfD BY THE DESIGN ENGINEER. c 5. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.SHALL BE PLACED IN FOOTINGS OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED.NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES DUCTS, ETC., UNLESS OTHERWISE NOTED. 6. ALL DETAIL CALLOUTS AS SHOWN ON THE DRAWINGS, SECTIONS AND ELEVATIONS SHALL APPLY TO ALL SIMILAR CONDITIONS WHETHER REFERENCED OR NOT. TYPICAL DETAILS AND NOTES SHALL APPLY UNLESS SHOWN OTHERWISE IN DRAWINGS. 7. NO CHANGES SHALL BE MADE TO THESE DRAWINGS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN ENGINEER. 8. NOT USED. 9. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS SUCH STANDARDS SHALL BE THE LATEST EDITION,ANO/OR ADDENDUM. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING TO PROTECT EXISTING STRUCTURES ANO FOR EXCAVATIONS. 11. NOT USED. 12. FOR EXCAVATION IN NATIVE SOIL, SHORING SHALL BE PROVIDED TD SATISFY STATE OF CALIFORNIA SAFETY REClUIREMENTS. 13. ALL RETAINING WALLS SHALL BE INSTALLED WITH THE BACKORA!N SYSTEM AS SHOWN ON THE DRAWINGS. 14. ALL FILLS MUST BE COMPACTED TO 90% RELATIVE COMPACTION AS DETERMINED BY THE CALIFORNIA TEST METHOD No. 216, 1978 'FIVE LAYER METHOD', ALL BACKFILL MATERIAL MUST BE FREE OF VEGETATIVE MATTER. 15. NOT USED. 1,2" PREMOLOED EXPANSION JOINT FILLER & SEALANT APPLY PER MFR. SPECS. FRONT FACE OF 2· 0:: w 0.. :z Ou.I -.J I--"" ... OD 0 "' ~ o.. (FULL HEIGHT OF WALL I j ONLY, NOT IN FOOT! NG) .., "' w ~--STOP ALL H□RIZ. REINF. @ 2" FROM JOINTS \WATERPROOFING PER PLANS lYP C. LP, WALL _J 1 " C MIN. l DEPTH CAULK ING TYP. C.I.P. EXPANSION JOINT (EJ) PROVIDE STUCCO/PLASTER STOPS I! JOINTS N.T.S. FRONT FACE OF MASONRY WALL RETAINING WALL 40 BAR DIA. 2'-0' MIN. TYP. I/ALL REINF. . . ., . . . . . !' RAKED VERT. HEAD JOINT ... .. '-<---'-<2lBARS a CORNERS TO MATCH VERT. REINF.ffYP.! 1r-l-t------..\-12' C.M.U. BASEMENT WALL MASONRY WALL CORNER REINF.DETAIL N.T.S. . FOUNDATION: SOIL DATA: EPF = 36 psf /ft DEPTH !LEVEL CONDITION) 54 psf /ft DEPTH 12:1 SLOPE I PASSIVE PRESSURE = 200 psf /ft DEPTH (SEE NOTE 5l COEFFICIENT OF FRICTION = 0.4 SURCHARGE:2'SURCHARGE AT LEVEL BACKFILL I. MIN SOIL DESIGN PRESSURE, 2,800 PSF. 2. FOUNDATION WORK SHALL CONFORM TD THE RE[lUIREMENTS OF THE SOIL REPORT AND ADDENDUM PREPARED BY: CONSTANT & DICKEY, INC. NO. A00-139, DATED 2/15/01 AND 11/22/02 RESPECTIVELY. 3. FOOTING SHALL EXTEND AT LEAST 24'BELOW LOWEST ADJACENT FINAL GRADE,24'BELOW ROUGH PAD GRADE, OR TO FIRM UNDISTURBED BEARING SOIL OF DESIGN CAPACITY, WHICHEVER IS LOWER. 4. DEPTH OF EXISTING FILL VARIES. OVER-EXCAVATION AND BACKFILL WITH SLURRY MAY BE E REQUIRED. FOUNDATION SHALL BE EMBEDED A MINIMUM OF 2 FEET INTO UNDISTRUBED NATIV SOILS OR COMPACTED FILL. REFER TO SECTION 4.3 OF FOUNDATION EVALUATION BY CONSTANT & DICKEY DATED FEBRUARY 15, 2001 FOR TWO-SACK SAND / CEMENT SLURRY ALTERNATIVE. 5. PER ADDENDUM No.I BY CONSTANT & DICKEY DATED NOV.22,2002,AN ALLOWABLE PASSIVE RESISTANCE OF 400 psf/ft ANO FRICTIONAL RESISTANCE ON THE BASE OF THE FOOTING TD BE IGNDRED,MAY ALSO BE UTILIZED. 6. NOT USED. 7. FINISHED EXCAVATIONS FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIALS AND STANDING WATER REMOVED FROM EXCAVATION. 8. BEFORE ANY CONCRETE IS PLACED,EXCAVATIONS SHALL BE CHECKED AND APPROVED BY THE ENGINEER TO INSURE COMPLIANCE WITH ALL RE[lUJREMENTS. 9. ALL FILL MATERIAL JS TO BE APPROVED BY THE ENGINEER AND IS TO BE COMPACTED TO 90% OF MAXIMUM DENSITY <DR MORE AS DIRECTEDl. INSPECTION IS RE[lUIRED DURING FILL AND COMPACTION. 10. NOTIFY THE ENGINEER OF ANY UNUSUAL SOIL CONDITIONS THAT ARE IN VARIANCE WITH THE DATA HEREIN CITED. 11. STEP FOOTINGS, WHERE REQUIRED, SHALL BE PLACED AT A RA TIO OF ! VERTICAL TO MINIMUM OF 2 HORIZONTAL, WITH A MAXIMUM VERTICAL STEP OF 2'-0". REINFORCED CONCRETE: !. CEMENT FOR CONCRETE OR GROUT SHALL CONFORM TO A.S.T.M. C-150. 2. AGGREGATES SHALL CONFORM TO A.S.T.M. C-33 FOR NORMAL WEIGHT CONCRETE. 3. READY MIX CONCRETE SHALL BE MIXED ANO DELIVERED IN ACCORDANCE WITH A.S.T.M. C-94. 4. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST A.C.I. CODE (A.C.I. 3181 ANO DETAILING MANUAL (A.C.I. 3151 UNLESS OTHERWISE DETAILED OR NOTED IN DRAWINGS OR SPECIFICATIONS. 5. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH AT 28 DAYS (f'cl OF 3X,00□0ESPIGSNI, 5 W/ WATER-CEMENT RATIO LESS THAN OR EQUAL TO 0.45.SUBMIT CONCRETE Ml TO THE ENGINEER FOR REVIEW AND APPROVAL. 6. ADMIXTURES MAY BE USED WITH APPROVAL OF THE ENGINEER.ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE ALLOWED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. 7. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE. 8. ALL REINFORCING STEEL,ANCHOR BOLTS,OOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING OF CONCRETE. 9. ALL REINFORCING STEEL SHALL BE TIGHTLY SECURED IN PLACE PRIOR TO PLACING OF CONCRETE. SUPPORT REINFORCING OFF FORMS WITH STEEL CHAIRS. SUPPORT REINFORCING OFF GRADE WITH DENSE CONCRETE BLOCKS. NO BRICK OR POROUS CONCRETE WILL BE PERMITTED TD SUPPORT REINFORCING. 10. PIPES SHALL PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES,UNLESS OTHERWISE DETAILED ON DRAWINGS. 11. PROPER CURING OF ALL CONCRETE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHOULD BE DONE IN A MANNER RECOMMENDED BY THE LATEST EDITION OF THE A.C.I. CODE. 12. CONCRETE CYLINDER TESTS FROM PROJECT POUR SHALL BE IN ACCORDANCE WITH 0 TRHET0U.BB.ACC.K ANO SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE THE ENGINEER,PRI FILLING. B'BLOCKS ADJACENT TO JOINT ffYP .I 40 BAR OH\. 2'-ll' MIN. I\TYP. WALL RE!NF. .. • '1 I : .j:,\··111:,;. . ±ti .. . .. . . . .. . . WALL ELEVATION ~ . ,2) BARS C CORNERS TO MATCH VERT, RE!NF.ITYPJ !I' : . . Co EXPANSION JOINT LOCATIONS! "' ' CONCRETE MASONRY 1. CONCRETE MASONRY UNITS SHALL BE LIMITED TO GRADE N-1 AS SET FORTH IN UBC STANDARD FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS <f'm = 1,500 PSil. 2. MORTAR SHALL BE IN ACCORDANCE WITH ASTM C20, TYPE 'E". EXCLUDING MASONRY CEMENT MIXES.LIME SHALL BE THE LAST MATERIAL ADDED TO THE MIX.MATERIALS FOR MORTAR AND GROUT SHALL BE MEASURED IN SUITABLE CALIBRATED DEVICES.SHOVEL MEASUREMENT WILL NOT BE ACCEPTED. 3. CEMENT FOR MASONRY MORTAR AND GROUT SHALL BE STANDARD BRAND 'PORTLAND CEMENT', MEETING THE REQUIREMENTS OF ASTM C-150. 4. COARSE GROUT SHALL CONSIST OF ONE PART OF PORTLAND CEMENT, TO WHICH MAY BE ADDEO NOT MORE THAN 1/10 PART OF HYDRATED LIME OR LIME PUTTY.AND 2 TO 3 PARTS OF SAND.AND NOT MORE THAN 2 PARTS OF PEA GRAVEL BASED ON DRY LOOSE VOLUMES. GROUT SHALL BE OF FLUID CONSISTENCY.APPROVED ADMIXTURES MAY BE ADDEO TO THE GROUT MIX.GROUT SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. SUBMIT GROUT MIX DESIGN TO THE STRUCTURAL ENGINEER FDR REVIEW. 5. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,HDRIZDNTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2' BELOW TOP OF THE UPPERMOST UNIT. 6. ALL BOND BEAM BLOCK SHALL BE 'DEEP CUT' UNITS. 7. ALL WALLS BELOW GRADE SHALL BE GROUTED SOLID. WALLS ABOVE GRADE SHALL NOT BE GROUTED SOLID UNLESS SD SPECIFIED ON THE PLANS. 8. ALL CELLS CONTAINING HORIZONTAL OR VERTICAL REINFORCING STEEL, BDL TS, OR T INSERTS SHALL BE GROUTED.WHERE REINFORCING STEEL,ETC.,OCCURS IN OR ADJACEN TO MORTAR JOINTS,THE CELLS ON EACH SIDE OF SAID STEEL SHALL BE GROUTED.ALL CELLS IN RETAINING WALLS ANO WALLS BELOW GRADE SHALL BE FILLED WITH GROUT. 9. BENT BAR ANCHOR BOLTS SHALL HAVE A HOOK WITH A 90 DEG.BEND WITH AN INSIDE DIAMETER OF THREE BOLT DIAMETERS,PLUS AN EXTENSION OF 11/2 BOLT DIAMETERS AT THE FREE END. HEADED ANCHOR BOLTS SHALL HAVE A STANDARD BOLT HEAD. ALL BOLTS SHALL BE GROUTED IN PLACE WITH AT LEAST !'OF GROUT BETWEEN THE BOLT ANO THE MASONRY. DRILLED ANCHORS SHALL NOT BE SUBSTITUTED FOR CAST IN PLACE BOLTS. 10. CLEANOUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT LIFT EXCEEDS 4'-0'. MAXIMUM GROUT LIFT SHALL BE 8'-0'. 11. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTER LINE OF CONSTRUCTION. 12. ALL BLOCKS SHALL BE LAID TO MAINTAIN VERTICAL CONTINUITY OF THE CELLS TO BE G FILLED,SUCH THAT THERE IS A CONTINUOUS UNOBSTRUCTED VERTICAL CELL MEASURIN NOT LESS THAN 2'x3'. BLOCKS SHALL BE LAID IN RUNNING BOND. 13. ALL MASONRY ANO WALLS SHALL BE BRACED AS REClUIRED TO WITHSTAND A WIND LOAD OF 15 PSF APPLIED PERPENDICULAR TO WALL IN EITHER DIRECTION. BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS COMPLETE ENOUGH TO SUPPORT THE WALL. 14. BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE GROUT HAS ATTAINED THE SPECIFIED 28 DAY COMPRESSIVE STRENGTH. 15. PROVIDE EXPANSION JOINTS FOR MASONRY WALLS AT 80' O.C. MAXIMUM. 16. BLOCKS ARE 16'x!6'x8', !2'x8'x16' DR 8'x8'x!6' STANDARD BLOCKS WITH TROWEL CUT JOINTS. 17. RETAINING WALLS EXPOSED TD SUBGRADE SHALL BE WATERPROOFED WITH B.G.50 BY SEALANT PRODUCTS, INC., APPLIED PER MANUFACTURER SPECIFICATIONS, OR AN ENGINEERING APPROVED EOUAL. 18. WATERPROOF BACK OF ALL PLANTER AND RETAINING WALLS WITH THE MULTICOAT SLATEX BELOW GRADE WATERPROOFING SYSTEM BY MULT!COAT PRODUCTS APPLIED PER MANUFACTURER SPECIFICATIONS. 80'-0' CENTERS <MAX.I 'i_ JOIITT I 80'-0' CENTERS IMI\X.l I I !FULL HEIGHT OF WALL ONLY, NOT IN FOOTING! ~-STOP ALL HOR!Z. LAYOUT LINE TOE !TYP.l WALL FOOTINGS SEE SECTIONS ffYP.l PLAN VIEW N.T.S. REINFORCING STEEL: 1. ALL REINFORCING STEEL UNLESS OTHERWISE NOTED IN DRAWINGS SHALL CONFORM TO ASTM A-615 GRADE 60, NEW BILLET STEEL 2. REINFORCING DETAILING, BENDING AND PLACING SHALL BE IN ACCORDANCE WITH CONCRETE REINFORCING STEEL INSTITUTE 'MANUAL OF STANDARD PRACTICE' LATEST EDITION. 3. ALL WELDING OF REINFORCING .. BARS SHALL BE DONE BY THE SHIELDED METAL ARC WELDING PROCESS, IN ACCORDANCE WITH A.W.S. □1.4 !LATEST EDITION) AND BE PREPARED BY CERTIFIED WELDERS AND CONTINUOUSLY INSPECTED BY A LICENSED INSPECTOR APPROVED BY THE LOCAL GOVERNING AUTHORITY. 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED.SPLICES AT OTHER LOCATIONS MAY BE ALLOWED ONLY IF APPROVED BY THE ENGINEER. 5. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S BUILDING CODE RE□UIREMENTS FOR REINFORCED CONCRETE, LATEST "EDITION. 6. ALL REINFORCING STEEL SHALL BE TIGHTLY SECURED IN PLACE IN THE FORMS PRIOR TO PLACING OF CONCRETE. 7. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AS NOTED OR DETAILED IN THE PLANS,ANO SHALL BE TIED IN POSITION AT TOP ANO BOTTOM ANO AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. 8. DIMENSIONS FROM FACE OF CONCRETE TO STEEL (CLR.) ARE TO FACE OF BARS. 9. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CONCRETE SURFACE. 10. BARS NOTED 'CONT' AND TYPICAL WALL REINFORCING SHALL HAVE A MINIMUM SPLICE E[lUAL TO THE STANDARD LAP SPLICES UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 11. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCED BARS SHALL BE STAGGERED 4'-0' MINIMUM UNLESS OTHERWISE NOTED. 12. ALL REINFORCING STEEL SHALL BE WELL SECURED IN POSITION PRIOR TD PLACING CONCRETE OR GROUT. 13. REINFORCING BARS ANO ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY PIPE, PIPE FLANGE OR METAL PARTS EMBEDDED IN CONCRETE. A MINIMUM CLEARANCE OF 2'SHALL BE MAINTAINED BETWEEN REINFORCING STEEL ANO ALL EMBEDDED METAL PARTS. 14. PROVIDE THE MINIMUM PROTECTIVE COVERING OF CONCRETE UNLESS OTHERWISE NOTED: BELOW GRADE OR EXPOSED TO WEATHER: UNFORMED.CAST IN PLACE FORMED.CAST IN PLACE ABOVE GRADE ANO EXPOSED TO WEATHER: WALLS HEEL (TYP.) HORIZ. WALL / , REINFORC!N[ --...__ I/ 24' . \ ' 1'-0' FOOTING STEP □ET AIL N.T.S. ' 3'CLEAR 2'CLEAR 2'CLEAR r-0· nv. I • • • • • • ~ \.. 1'-0' , SHRINKAGE STEEL TO MATCH FTG. REINFORCING I\. WALL FOOT! NG REINFORC!N G -DOWELS TO MATCH ACING FTG. REINFO 1/4' PREMOLDED EXPANSION JOINT FILLER & SEALANT APPLY PER MFR. SPECS. REINF. c JOINTS j mr;-.:~~ CL BAR CLEARANCES FROM OUTSIDE FACE OF BLOCK . . ' ' . . FRONT FACE OF MASONRY WALL 1'-0' !BONDED END! !' !MIN.I DEPTH CAULKING .. •s SMOOTH QOWELS x l'-6' Cl ALL HOR!Z. REINF. ONE END WRAPPED w/ TAPE & COATED w/ HEAVY DUTY GREASE TO BREAK BOND . (MIN. OF 3 DOWELS THUS! BLOCK CLEARANCE DETAIL N.T.S. C 0 ~ ~ " 0 0 " " a 0 0 0 0 :c, ., ,' 0 0 e 0 . ) . TYP.MASONRY EXPANSION JOINT . ,I . ·. . . MASONRY WALL CORNER REINF.DETAIL N.T.S. N.T.S . "' <,/. ;f! RI CK KREUZER ~ = ,..., "' 42407 "' No,_=.:.::.:__ -I< E:xp. 3-31 -04 * £ CJVI\. OF C~\! ' g ...---------------y;D:;:E::-Sl:--::G::-;N;:-;ED::---,--r--,-------------r-,------------------1; PREPAREDBY: KN RETAINING WALL DETAILS f KFM ENGINEERING, INC. CHECKED MAC ART Hu R BOULEVARD I 26672 Towne Centre Dr. "300 RK . Foothill Ronch, CA 92610 AT JAMBOREE ROAD 1 8 DM~ • ~949) 580-383 JO 1---1-----1-----------~--+-+------------,-::--:::-:--:-:-:::a; ,£21. ~ -i 4-04-031-D-AT_E_--:_D_A_TE__1_B_Y__t ____ o_E_sc_R_IP_T_IO_N_~--~--i CITY OF NEWPORT BEACH R-5808-S " R.C.E. NO. 42407 DATE 4/04/03 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 9 oF-21_ ~ -f... i2: ;t: -l -rr, ~ ~2 ,.., i"' r-, IT -l IT -c::, ;z \C 0 ~ i- "' C I u 0 C: Cl I '-I ;,,; rr -,, z ;:z fl' ~ ,-r- 50-49-48-47-46-45-44-43-42-41-40-39-38-37-36- 46.17 TOP OF PILASTER 45.50 TOP OF WALL ... I'} . "' 8 1 -0 11 ~ "LEDGES TONE" # £:! JD= - PROPOSED 18" RCP '\ ~3~8=.4-0~I=N-V~~~--1 '-KEY 3'-0" DESIGN DESIGN "H"= 2' 11H11= 4'-4" SECTION SECTION A-A A-A SIGN LETTERING ll. TREATMENT BY OTHERS --~ -N 5' (TYP l 2 CF 3,◄' GRAVEL IN FILTER FABRIC DESIGN "H"= 5'-8" SECTION B-B ELEVATION 1"=4' PEAKED WALL CAP W/ 2" OVERHANG CTYPl FOR ,, "LEDGESTONE" VENEER WALL ll. PILASTER 8 1 -0" • ..,. N I I KEYY DESIGN "H"= 5'-8" SECTION A-A SEE SHEETS 6 ll. 7 , FOR WALL CONTINUATION' ll. RELATED DETAILS \ \_FINl~H GRADE I!! FACE OF WALL _.---PROPOSED 18" SEWER 9+39. 03 ECR JAMBOREE BLVD PROPOSED 18" RCP 3,4" PVC FOR LIGHTING 3,4" PVC FOR IRRIGATION AREA \ PLAN 1"=4' • WALL SIGN AREA DETAIL -... <O . N -,.,, ,.,, . en 8' REMOVE EXISTING SIGN 20+22. 45 BCR MACARTHUR BLVD 0:: w I-I-::, <.O • ...J ...J I-...,_ . -a... ..:( <t ~ 0:: 9' WALL LAYOUT LINE S05"44'57"E (LOLI _::::;,.....:,-PROPOSED R/W PROPOSED 6' SIDEWALK CURB FACE WALL SUBDRAIN OUTLET THRU CURB -50 -49 -48 -47 -46 -45 -44 -43 -42 -41 -40 -39 -38 -37 -36 3' L :r :r TURE I- ::J 0 >-<t: _J "LEDGESTONE" VENEER ~ 2' j 5: 1 MAX'\ -\ ~ ' •• PREVIOUS BACKFILL AND SUBDRAIN, SEE 3 ,, DETAIL (4\ CLR \.V.~---~ ,- 8" CMU ; PRECISION• BLOCK ' ' ---- "",. ' ' ' ' ' / / ' if ' 3• ' • CLn #5 I!! 24" ' I ' ... :B 12" CMU ' PRECISION' '-0" BLOCK-I~ / w z ........ _j PEAKED WALL CAP W OVERHANG CTYPl FO VENEER WALL ll. PIL TOP OF WALL 2 #4 CONT A 7 5/s" I 2" R ASTER "LEDGESTONE" VENE ER #4 @ 24" DC ,,.-2 #5 Ls 11 s,.e" • I~ '°,::. I z f2"x6" KEYWAY -::s; 0:: • 2 #5. "" ...J 'f' -✓ ,,_'. V ,,, '-' @CTYPl 4-L D 0 • ©-• 0:: ,.,, ...J 1--.. '-' ' ,7 :,(_ 3" 0 CLR "LEDGESTONE" VENEER ---... 5:1 MAX~ PREVIOUS BACKFILL AND SUBDRAIN, SEE DETAIL 8" CMU PRECISION 2' ~ BLOCK-----:....._ ' : 3 II 1- ::J 0 W >-z <t: ........ _J _J PEAKED WALL CAP W/ 2" OVERHANG CTYPl FOR VENEER WALL ll. PILASTER TOP OF WALL !1+--11------2 #4 CONT "LEDGESTONE" VENEER @ 24" DC 2 1 -4 11 VARIES J./ PEAKED WALL CAP W/ 2" OVERHANG CTYPl FOR VENEER WALL ll. PILASTER TOP OF WALL 2 #4 CONT #4 @ 24" oc "LEDGESTDNE" VENEER I" ~b--iD ( TYP l 4- 0 L.:." --==tt:=•~>~~=~1__ ~------1---_ o:: !'4, 4" BLANKET OF Ls "i,, 13 /; PERMENABLE MATERIAL ~'f}_,T_,, 1<;-'s 6 "PVC SLEEVE W/ 34' GRAVEL ll. &)/1 PVC STRAINER FLUSH W/ BOTTOM OF PLANTER (BOTH PLACES) 12" w STRUC BACKF SEED ILL ETAIL/4\ I --STRUCTURE BACKFILL SEE DETAIL!-'!.--4---_, RICK KREUZ 42407 No., ___ _ --3-31-0 p., ___ , \.V I k Lk w SECTION A-A SECTION B-B NOT TO SCALE NOT TO SCALE RETAINING WALL SCHEDULE OF DIMENSIONS AND REINFORCEMENT LEVEL OR 5:1 MAX SLOPE DESIGN HEIGHT, Hr 5 1 -8 11 4'-4" 2 1 -0 11 5'-8" WALL HEIGHT, Hw 6' -8 11 5'-4" 3 1 -4 11 9'-4" 12" CMU STEM, A 4' -0" - -4'-0" STEM LOCATION, Ls 2'-8" 1 '-8" 1 '-8 11 1'-10" FTG WIDTH, w 4 1 -6 11 3'-6,, 3 1 -6 11 4'-6" FTG THICKNESS, Df 12 II 1 2 " 1 2" 1 2 " KEY DEPTH, Dk 24" 1 2 " - - KEY WIDTH, Wk 1 2" 1 2 " - - KEY LOCATION, Lk 1 '-9" 1'-6" -- BAR , A, SIZE ll. SPACING 5@32" 5@16" 4@16" 5©32" BAR , B, SIZE ll. SPACING 5©16" - -5@16" BAR , C' SIZE ll. SPACING 4@12" "A "-BARS -4@16" BAR , D, SIZE ll. SPACING 5#4 4#4 4#4 5#4 REFER TO SECTION A-A A-A A-A B-B r---------------.,,□""E"'S-,-IG:,.,N,-:E.,,-□--.----,--.,---------------,----,----------------------a PREPARED BY: KN RETAINING WALL DETAILS KFM ENGINEERING, INC. CHECKED c R T R B o E AR D 26672 Towne Centre Dr. #300 RK MA A H LJ LJ L V fr 6 N ' C .-. ~~~~~fl'c~~~~~8~f38~~GIO. DRAWN JD /'ij~5 KFM· NS"i?-IILlS -. --··· AT JAMBOREE ROAD ~ ~ ~""~ 3-03-05 l-□-AT_E __ ;_1--_DA:TE===BY=========D=E=SC=R=IP=T=IO=N===========:r-c-I_T_Y_O_F_N_E_W_P_O_R_T __ B_E_A_C_H,--R ___ 5_8_0_8 ___ s--t ,: R.C.E. NO. 42407 DATE 3/03/05 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 10 □F-2L ' i <::s::::, t ~ V1 o< C o< I {/'. PROPOSED RETAINING WALL-----· BOLT DOWN ON 6" CLR NEW 24"SQ x 4" CONCRETE PAD -----t. 12"SQ X 12" CONCRETE COLLAR BELOW--r 33.0 TOP 18" RCP 32.84 TF PROPOSED 18" \ 8. 5' \ \ \ REMOVE & RELOCATE ARVR ASSEMBLY PER IRWD STD W-10. RE-USE HARDWARE, CAN & FITTINGS I. \\\. PROPOSED ( _,,,--EX 2" ARVR ASSEMBLY IN ~ 18'' DIA x 24" HIGH CAN In\ I \II EX AC BERM 6'____ AC SURFACE --SDWK 35. 8 TC ---1i 11:.___ hl4,J-ll;---.-,'Lr----..L-tt---1::'----- 1 I MAINTAIN 2" CLR ABOVE 18" RCP 2" COPPER TUBING 27. MIN I I I I I I I I Ii ,,,,,,,-EX 2" COPPER TUB I NG / ( / CUT & CONNECT WI : I SWEAT ON COUPLET ~~~~------_J;_ 45• SWEAT ON VERTICAL T BEND LONG RAD I US f\\ (2 PLACES> // \\ EX 16" STL MAIN-----jl 11 I I I I i I I ~/ 2 II ARVR ASSEMBLY RELOCATION NO SCALE "" _J .., ;:: "' 0 -<l'I -ID _J a:: .., "' -::,; I- -----,, ...... -611 Pee----....... 1/ ' 3/e" GAL V STL , FLUSH ', D I AMOND PLATE /-'-------=;;::;::;;:;;~,.,:...1-L,,,__~' I I I 1 PCC \ SDWK I ',---.....1-l I I I I I \ -,'--3/e"xl¼" SS BOLT WI ', ,, MATCHING THREADED 6' SIDEWALK I I , I \ • 3. 5' PACIFIC BELL MH COVER "-u _J TOP OF CURB MATCH CURB BATTER a. "-_J I' 2' ',,, _,' INSERT (4 CORNERS). --------COUNTER SINK IN DIAMOND PLATE _S_E_C_T_I_O_N-~A NO SCALE ~ 1 • •4, • I TELEPHONE MH TO BE / ¾" ADJUSTED TO GRADE BY GALV. STEEL PACIFIC BELL FORCES BOLT DOWN DIAMOND PLATE COVER 1',':"'c'" -----~----• -,.:_,:_/ I ·1, I ,:-r • < .) ' "' CURB FACE~ I -;-( /"';,_' I . ' .</·v ' "' ' TMH ' • GUTTER LIP\ ' ' . . ~l ' / ~1 ----NT ----- ---4 11 SEWER \ N a:: f-~ !/ 0::, -CL ~ FLOW LINE TRANSITION z"' "' >-(STRAIGHT GRADE> ,__ ADJUST BFV BOX & 4" BLOW-OFF ISOLATION VALVE BOX & RELOCATE CATHODIC TEST BOX TO GRADE. SEE IRWD STD W-7 FOR DETAILS & NOTES NOT SHOWN-----~ EX LANDSCAPE AREA RELOCATED CATHODIC TEST STATION-- PULL ELECTROLOSIS TEST LEADS TO NEW VALVE BOX---- 18" MAX -117 I( I I I ----EX AC BERM PROPOSED FS AC PAVEMENT EX AC PAVEMENT~ I o ., o II 6" CONC COLLAR "'-JI CTYPl \r----._ BFV & BO VALVE BOXES SECTION 0 --A ND SCALE al u al u ---------.-----·-------------------__ ...,,.,. __ --- TING -------- IRWD VALVE BOX & BLOW-OFF RELOCATION DETAIL ~S SCALE: 1 "=10' \:::_) -z z .., .., _J _J a. a. 3. 5' .:!: 6. O' 4 11 SEWER CONSTRUCTION NOTES a:: 8' 4' 8' a:: "' l "' a. a. PROPOSED RETAINING WALL P.O.C. TO IRRIGATION SYSTEM METER BOX, ANGLE STOP, 2" COPPER TUBING & FITTINGS PER IRWD STD W-2 4" PCC SDWK = N 3" CLR '-'<"""--------'-,_t -----PROPOSED CURB FACE PROPOSED AC PAVEMENT SERVICE CONNECT TO RETAINING WALL FOOTING '>=-=======~ 8" RW (ACPl 22. 5" X 2" ~ SWEAT-ONS...j_-- NOTE: SEE IRWD STD PLAN W-2 FOR DETAILS & NOTES NOT SHOWN IRWD 2 11 RW SERVICE DETAIL© NO SCALE >-_J LL CD PROPOSED AC PAVEMENT EX GRADE--._ EX METER BOX (REMOVE)~ ----,+» ,,_ '" --,-------•---- ---_, -· ----.,, --" ------- u.::,; ---ii 'I 0 "'0 I Vl 3: ;:: <l'I a:: o-,:-_J al a. 0 .., 1-x u "' z <XI a:: w ::, > a:: l- o "'"' ::,; Vl 0:: W- O:: a:: 00 I I EX 6" RISER~I I ' } 6" x 90" DI I BEND (FLG' Dl ,/ / z -a:: ::,; w > = 0 Nu <r ~ / 6" DIP <FLG'D) 11.IIVEX 4" Cl BO ~ " H '\; ISOLATION T'f CUT EX 6 CML STL RISER 8c =sl VALVE --, WELD ON FLANGE, JOIN WI Li 1--------JY~ \_ 6" FLANGE INSULATING KIT it'-T[_____ ~~."\ .. ~ EX 6" STL RISER (CML) ,, .• ,•.: ;,. EX 4"x6"x6" CI TEE • # .• ,. • EX 4" CI BO ' :. .• : • SECTION ®s NO SCALE NOTE: SEE IRWD STD PLAN W-22 FOR ADDITIONAL DETAILS & NOTES, EXCEPT SUBSTITUTE 6" FOR 8" TO MATCH EX RISER SIZE. FURNISH ANO INSTALL 4" PVC C900 (CLASS 150) PRESSURE PIPE FURNISH AND INSTALL 4"X45° PVC C900 BEND (CLASS 150) WIJOINT RESTRAINT FURNISH AND INSTALL 4"X22.5" PVC C900 BEND (CLASS 150) WIJOINT RESTRAINT ...J "-' u I-*VERIFY NECESSARY DIMENSIONS IN FIELD AND WITH PACBELL PRIOR TO FABRICATION _J (A"► "-' u I- FURNISH AND INSTALL 4" TRANSITION COUPLING (CLASS 150) WITN JOINT RESTRAINT MANHOLE CURB PLATE DETAIL 0 GENERAL SEWER NOTES 1, CONTRACTOR TO VERIFY SIZE, LOCATION, & DEPTH OF EXISTING SEWER PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION, 2, CONTRACTOR TO COORDINATE INTERUPTION OF SEWER LIFT STATION OPERATION WI JIM PLEASANTS OF GEMINI SYSTEMS (949) 770-7659 TO MAINTAIN GENERAL SEWER OPERATION THROUGH TEMPORARY PUMPING, BYPASS OR OTHER APPROPRIATE MEANS DURING INSTALLATION, TIE-INS AND TESTING. TOP OF RET. WALL FTG. I. MAX~ 24" .I BOTTOM OF RET. WALL FTG.---LIMITS OF SPECIAL REINF. 6' FURNISH & INSTALL 30''x24'' ECCENTRIC CONE 8c MANHOLE FRAME & COVER 4" PCC SDWK -... N v" FURNISH & INSTALL BRASS NIPPLE & BALL VALVE ":c---'-6" DI SPOOLS <FLG' Dl 32.8± TOP OF PIPE PROPOSED 18" RCP ~-MA I NTA IN 6" CLR OVER 18" RCP STANDARD --'\VERT. RE I NF. STANDARD VERT. REINF. ABOVE & BELOW OPENING. A <BOTH FACES) ----l---+-------+--.. A •6 x A+ 3'-0" TOT. 2 <BLACK FACE ONLY) (OMIT FOR "A" LESS THAN I 2" l ------=:.::.:..:___i_T ___ ~===r==t= I ' -0 11 •4_,J TOT. 6 ---:t--t---✓ "2-8 TOT. 4 --~=~=--t-.-- ' X NO SCALE A STANDARD VERT. RE I NF. NOTE: KEY OPENING DETAIL IS BASED ON CALTRANS STD 83-9 EXCEPT AS SHOWN HEREON. STANDARD VERT. REINF. PLUS ADDITIONAL BARS CORRESPONDING IN SIZE AND NUMBER TO BARS CUT BY THE OPENING. PLACE HALF . ON EACH SIDE, ADD BAR IF ODD NUMBER. EXTEND THE ADDITIONAL BARS INTO THE FOOTING THE SAME AS OTHER WALL REINFORCEMENT AND TO A MINIMUM OF 60 BAR DIA. BELOW THE BOTTOM OF UTILITY a OPENING, BUNDLE BARS AS REQUIRED, HORIZ. REINF. TO BE PER STANDARD EXCEPT AS SHOWN. ALL REINF. TO CLEAR OPENING BY 2" MIN. EXPASSION JOINTS SHALL NOT BE LOCATED WITHIN THE LIMITS OF SPECIAL REINFORCING. N1"'!__L __ L ____ _l_ _ _j __ l_ ___ -=:::t=:::::I---::,; 2-*•8 x A+ 4'-0" TOT. 4 (OMIT FOR "A" LESS THAN I 2" l RETAIN I~~ s~f; ~PE~; ~A> ~~;,NI NG G) NO SCALE DESIGNED PREPAREDBY: KN MISCELLANEOUS DETAILS KFM ENGINEERING, INC. CHECKED MA C AR T H u R B Ou L E V AR D 26672 Towne Centre Dr.#300 RK Foothlll Ranch, CA 92610 AT JAMBOREE ROAD Phone (949)580-3838 DRAWN JO ~" 05 l:fM. As01!,Ll1L,1'., •••• ?21. ~ .... 7 3-03-05>-D-AT-E---:__0A_TE~_BY_~ ___ D_Es_c_Rr_P_n_□_N ____ ~___, CITY OF NEWPORT BEACH R-SBOB-S R,C.E, NO. 42407 DATE 3/03/05 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 11 □F..2.L t::::> t ~ V oc I C '. j Ile ' (... I_ I i l i - ' +50 1 8" 6" MIN PIPE SPRING LINE +25 1 +00 SEE CNB STD 105-L-B FDR ADDITIONAL DETAILS 24" MIN CONCRETE ENCASEMENT NO SCALE 1 8" EX. AC ----CONCRETE ENCASEMENT -----BEDDING PER SPECIFICATIONS °,ETAIL G) 1 +00 ' l ' I l l -~ --, I --I I I ! l I I -I I 1 • ! +25 +50 / SCALE 1" = 40' --'----l !- "" ;J RICK KREU '-" °' No. 42407 -It p._3_-3_1-_0_ c,v, OF C I --'11 - '-----I I --l I - - - ---1-! --. -!· • -T ' ' l"1 SC- 1 +00 +25 +50 CONSTRUCTION NOTES @ FURNISH & INSTALL 18" RCP <D LOAD PER PLAN). @ CONSTRUCT CURB INLET TYPE OL PER CITY OF NB STD 306-L, @ CONSTRUCT JUNCTION STRUCTURE NO, 1 PER CITY OF NB STD 310-L, @ CONSTRUCT CONCRETE COLLAR PER CITY OF NB STD 313-L OR CITY OF IRVINE STD 310 AS THE CASE MAYBE. ® ® CONSTRUCT CITY OF IRVINE INLET TYPE II CATCH BASIN PER CITY OF IRVINE STD PLAN 300, FURNISH & INSTALL 12" RCP (D LOAD PER PLAN). I-@2 w CONSTRUCT CURB INLET TYPE OS PER CITY OF NB STD 306-L, w ® I V) w w ® V) 0 N + SC- N • <( I- V) w [1] z ,.._. [[I _J rn I u GJ I-[§] <( 2 REMOVE EXISTING 3,5' CB & PREPARE EXCAVATION FOR CONSTRUCTION OF NEW § JUNCTION STRUCTURE <AS INDICATED) & - CONNECT EXISTING 18" -RCP UPSTREAM & ~ DOWNSTREAM TO NEW JUNCTION STRUCTURE, 0 CONSTRUCT CONCRETE ENCASEMENT (450-C-2000) OVER PIPE 8" THICK AND PLACE FULL DEPTH A@O MATCH FINISH SURFACE PER DETAIL 1. 1 DISPOSITION NOTES PROTECT IN PLACE (ITEM AS INDICATED), REMOVE (ITEM AS INDICATED), RELOCATE -(ITEM AS INDICATED), ADJUST TO GRADE (ITEM AS INDICATED), RELOCATE BY OTHERS (ITEM INDICATED), ~ j' t ---------------'---D-E-SI_G_N-ED-~--~------------------------"-----------------1i PREPARED BY: KN STORM DRAIN PLAN O 1 KFM ENGINEERING, INC. CHECKED MAC ART Hu R BO u LE VAR D / 26672 Towne Centre Dr. 0 300 RK J Foothill Ranch, CA 92610 AT JAMBOREE ROAD i :z¾949) 580-3838 DRAWN JO ':>\q\ts \(A\\ /'6-E,l(\L"j':;, J -~ ~-= 7 3-03-051--D-AT-E-----11---DA_T_E_,___B_Y~----o-E_sc_R_1P_T_1_DN ____ _,__~CITY OF NEWPORT BEACH R-5808-S : R. c. E. NO. 42407 DATE 3/03/05 REVIS JONS PUBLIC WORKS DEPARTMENT SHEET 12 OF 27 : 8 ._ _________________________________________________________________________________ .._ _______________ .._ _______ ..._ __________________ __. ..... ____________ .._ _____ _. f l ,, I r I I I . I IRWD RW METERS, SE@ SHEET 6 AND DETAIL 6 FOR LOCATION AND I DISPOSITION SEE GENERAL -~~~~~~ 4 <..O 1-w w I V, • <:( I-v, w z _J I (.) I- <:( ~ ( 0 0 0 J ·'LJ, - ., .'.:. • I -Ex cB·&---1s"Rcp·--,---'-"----'-'-"'------'-l2 (SEE GEN, Nt:n'E 2 l ' I I I I I AP# 445-132-16 II -·--1------ / ' 3+00 +75 +50 C SCALE 1" = 40' ' -~ ---·:: --_....::..:. EX CB & 1 8" RCP 2 lSEE GE!-J. _NOTE '2 1-f-00.00 LINE C =-_ CURVE DATA 0 R ,6. L T 1 22.5' so· 35.3' 22.5' +25 -I 2+00 j I I I _J " N I I I I I I 0 T I --;t. •·, _..,., k"-,:--: -___ _,,_ j,. +75 1....:-7 I >tJ \ \ \ +50 +25 1 +oo +75 +5o +2? 1.+o AP# 445-132-13 IRV I NE OF NEWPORT BEACH Ii RICK KREUZER~ "' 42407 "" No, ____ _ -1>t --3-31-06 >I- AP# 445-132-.14 GENERAL NOTES 1. PLUG REMAINING PORTIONS OF EXISTING LATERAL INLETS !REMOVAL OF LOCATIONS) TO 36" RCP W/ CONCRETE FLUSH W/ INSIDE FACE OF 36" RCP. 2. PLUG REMAINING PORTIONS OF EXISTING SD LATERAL !REMOVAL LOCATIONS) WI CONCRETE FLUSH W/ INSIDE FACE OF 30" & ' 36" SD A MINIMUM THICKNESS OF 8 INCHES. 3, FOR CATCH BASIN WALL ON CURB OPENING SIDE USE #6@ 12" HORIZONTAL BARS WITH 1 I,{' CLEAR TO I NS I OE FACE OF CATCH BASIN. ALL OTHER REINFORCEMENT SHALL BE PER CITY STANDARD PLAN. 4, "T" DIMENSION SHALL BE B" FOR CATCH BASINS ADJ. TO RETAINING WAL FOOTINGS. ' ' -. CONSTRUCT I ON NOTES @) FURNISH & INSTALL 1 B" RCP CD LOAD PER PROFILE) @ CONSTRUCT CURB INLET TYPE OL PER CITY OF NB STD 306-L @ CONSTRUCT CITY OF IRVINE INLET TYPE II CATCH BASIN PER CITY OF IRVINE STD PLAN 300. ®) FURNISH & INSTALL 12" HOPE PIPE @ CONSTRUCT JUNCTION STRUCTURE NO 1 PER CITY OF IRVINE STD 306. DISPOSITION NOTES II] PROTECT IN PLACE (ITEM INDICATED) (gJ REMOVE C ITEM INDICATED) ~ RELOCATE CITEM INDICATED) (ID RELOCATE BY OTHERS (ITEM INDICATED> § r ' " 0 ------------.-c"C==--.--,----,-----------,---r--------------i: DESIGNED s TORM DRAIN PL AN f PREPARED BY: KN ~ -KFM ENGINEERING,INC. CHECKED MACARTHUR BOULEVARD j 26672 Towne Centre Dr. •300 RK • t Foothill Ranch, CA 92610 AT JAMBOREE ROAD g DRAWN ?lq Kf'M AS-t,u I L:1"::> 5 ~ 4~;~;: -i 3--Q3-05J--D-AT_E __ J_□__,~D~A~TE:~:BY~~~~~:~~~~D=ES=C=RI=P=Tl=ON=========~~~~+-C-I_T_Y_O_F_N_E_W_P_O_R_T __ B_E_A_C_H:-_--R:~5:a:_o~a=-_-_-=-s~-I~ R.C.E. NO. 42407 DATE 3/03/05 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 13 OF-2.L § 7 I 1./ 11' C 0 I C 0 1 2 "'-, ..._c.,, ~-I ', '-"_<k '<" v -~ ' '" O; 'o<o ' -·"',, •',;.• "'.,·,.'~• <i. '1· (o '<" v • CURVE DATA R I:,. 22.50' 26.21· n• ", ','\ l),.V... • ". ~' ~ ,, L 10.32' ', EX , CB 1 ·,,,1+38. 76 JOIN(ExicB' - ~', --- 1+ J,26 LINE B EC= 10+6~51 JAMBOREE 52, 68 "LT 1+26,43 LINE BBC= 1 0+52. 09 JAMBOREE ( , 50,00' LT LIN'Et3 -- ~-=-! -- T 5.25' 0 22,50' 27.57° 10,83' 5,52' STORM DRAIN MODIFICATION I I (/) '\ I REMOVE ADJACENT PAVEMENT & REPLACE ---W/-8·"-FUl::t -DEPTH-AC 1 OVER COMPACTED SUBGRADE - I-! 42.59 _C -6" t;F 42. 09 F~ ======::::r::::=::::::::::,::iz:~r--":--t-----42.57 rel-8" CF ---------.-~"---++-.-~--,-----41. 90 Fil ~ \ / C, TYP ) PROPOSED 18" RCP -- 6' ,I I I I RECONNECT 6" DRAIN LINE ': ---- ---TO NEW-CA'FCH BASIN u 42.55 41 ,88 42.58 TC -6" CF 42.08 FL 42,56 TC -8" CF 41,90 FL TC -8" CF FL -.....-.:,,,,_EXIST CB & 18" RCP TO BE REMOVED LINE A-1 LOCAL DEPRESSION DETAIL LINED LOCAL DEPRESSION DETAIL SCALE: 1" = 10' SCALE: 1" = 1 0' LL LL u. u u LL u LL u u. LL u LL LL u LL u • u. u • u • a, LL 0 u • 0 -• ~ u -' 0 1-u. ~ u • 0 LL 0 ~ u • 0 --' u 1-LL ..J u u. 1-• ~ u-' co u -' 1-LL -' 1-u. co U"l u ..J ~ LL ,-. en 1-LL ., 0 ...: (D ,-. 0 C0 0 a, N • . r--r-- a, -a, ,-. • IJ) r--N N STA 28+00 LOCAL DEPRESSION DETAIL SCALE: 1" = 10' CONSTRUCTION NOTES FURNISH & INSTALL 18" RCP (0 LOAD PER PLAN). CONSTRUCT CONCRETE COLLAR PER CITY OF NB STD 313-t OR CITY OF IRVINE STD 310 AS THE CASE MAYBE. CONSTRUCT CITY OF IRVINE INLET TYPE II u • • • 0 0 co -- • 0 -~ ~ ll'~~ ~ 0 0 t~: 0 • ---+-~~>J?---!""~"f=t--~"-"''-- 1 ",-~~'1~#-+---~~<i>i ..J --z cl LL u JOIN EX CB ---=c=-.____:O RELOCATE SEWER EX 18" PER DETAIL ffi8 RCP W EX 1 B" RCP 1-LL Nil> ., IJ) r--IJ) M 1'1 LINE 1-LL r--~ ~ M __ . -=--r--IJ) ., M 1-LL □~ r--~ . r--IJ) M 1'1 "> --'----"-~ !=:□ > -~~---------------- 1 1-LL ., 0 coo . . IJ) IJ) ., M ._ LL. ..... LL f-l-LL I-LL . . IJ) "' MM 0 IJ) It> ., ., /--, ( ! • / --1 ~ co r--en It>..-., ., ., ., LINE C LOCAL DEPRESSION DETAIL SCALE: 1" = 1 O' DESIGNED . . "' ..-., ., 6' TYP I tJ> en o,.,-, "' ,q-., "' . --------------T----- - -,r\~I I 0 --:::::::::: -~-_j -~ L_ __9-f- ~~fESS/ PREPAREDBY: KN STORM DRAIN DETAILS ,_, fi RICK KREU "' No. 42407 ----3-31-0 KFM ENGINEERING, INC. CHECKED MA C AR T H u R B Ou L E VA R D 26672 Towne Centre Dr,#300 RK Foothlll Ranch, CA 92610 -i:"; '.:' -- . ---Phone (949l580:c3838 -DRAWN JO ~lo5 KRY\ t'f.>~l?,l.,\1L,s AT JAMBOREE ROAD ~ ~ ":__ "7 3-03-Q51--D-AT-E---;__0_A_TE~B_Y~ ____ D_E_sc_R_IP_Tr_o_N ----'---I CI TY OF NEWPORT BEACH I--R_-_5_8_0_8_-_s----1, R.C.E. NO. 42407 DATE 3/03/05 REVISJONS PUBLIC WORKS DEPARTMENT SHEET 14 or-21_ ----------------- ~ o+-; C7 r_ ~ ~ ~ ~ ~ ~ ----------------- GENERAL PLANTING NOTES 1. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. ALL EMPTY BAGGED AMENDMENTS, FERTILIZERS, SEEDS, ETC. USED ON PROJECT SHALL STAY ON SITE IN A NEAT, CLEAN AND ORDERLY MANNER UNTIL FINAL APPROVAL BY LANDSCAPE ARCHITECT. 2. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LISTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. 3. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUBS AND VINES, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 4. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL BOXED TREES SHALL BE SELECTED AND SPOTTED BY THE ENGINEER. 6. THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL PROVIDE AND PAY FOR THE SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE ENGINEER PRIOR TO INSTALLATION OF PLANT MATERIALS. 7. ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT. 8. FOR AREA TO BE LANDSCAPED ON LESS THAN 3:1 SLOPE, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER OR EQUAL TO A DEPTH OF 8". AMOUNT PER 1,000 SQUARE FEET 3 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM ORGANIC HUMUS WITH A MINIMUM 70% COMPOSTED FIR OR REDWOOD SHAVINGS CONTENT. AND THE REMAINDER IN ORGANIC HUMUS. "GENERAL PURPOSE MULCH" IS ACCEPTABLE, ALSO OR APPROVED EQUAL. AVAILABLE THRU AQUINAGA FERTILIZER COMPANY PHONE (714) 786-9558, FAX (714) 786-9574 15 LBS. SOIL SULFUR 15 LBS, 12-12-12 FERTILIZER 20 LBS. AGRICULTURAL GYPSUM FOR BIDDING PURPOSES ONI Y: THE PLANTING PITS FOR TREES SHALL BE EXCAVATED PER PLANT DETAILS. THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF ALL TREES AND SHRUBS SHALL CONSIST OF THE FOLLOWING FORMULA: 6 PARTS ON-SITE SOIL BY VOLUME 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE SOIL PREPARATION. 1 LB./C.Y. OF MIX 12-12-12 COMMERCIAL FERTILIZER 2 LBS./C.Y. OF MIX IRON SULFATE 40 LBS./C.Y. OF MIX AGRICULTURAL GYPSUM IN ALL CASES, THERE SHALL BE POSITIVE DRAINAGE AWAY FROM THE ROOT CROWN OF THE PLANT MATERIAL 9. FORTY FIVE ( 45) DAYS AFTER INSTALLATION ALL LANDSCAPE SHALL BE FERTILIZED WITH BEST FERTILIZER CO. 16-20-0 OR APPRV'D EQUAL, APPLIED AT THE RATE OF SIX POUNDS (6 LBS.) PER 1,000 SQUARE FEET. APPLY IRON SULFATE AT THE RATE OF TWO POUNDS (2 LBS.) PER 1,000 S.F. FERTILIZER APPLICATION SHALL BE CONTINUED THEREAFTER AT MONTHLY INTERVALS. ONCE THE PLANTS ARE ESTABLISHED, FERTILIZATION SCHEDULE CAN BE REDUCED TO APPLICATIONS OF 16-6-8 AT FOUR POUNDS (4 LBS) PER 1,000 SQ. FT. AT 3 MONTH INTERVALS OR AS NECESSARY WHEN 11. PLANTS INDICATE NUTRITIONAL STRESS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FERTILIZATION TREATMENTS WITHIN THE MAINTENANCE PERIOD. 1 OA. FOR ALL GUYED TREES, SEE DETAIL A, SHEET 12 1 OB. FOR SHRUB PLANTING, SEE DETAIL B, SHEET 12. -. -. ---·-- FERTILIZER TABLET NOTES: FERTILIZER TABLETS SHALL BE AGRIFORM, 21 GRAM TABLETS (20-10-5) IN QUANTITIES AS FOLLOWS: AGRIFORM 21 GRAM TABLETS 1 GALLON SHRUBS 2 GALLON SHRUBS 5 GALLON SHRUBS 15 GALLON SHRUBS 24" BOX 30" BOX 36" BOX 48" BOX LARGER SIZED BOX 0 SPECIFICATIONS: EVENLY SPACED AROUND SIDES 2"- 3" UNDER SOIL 1 1-2 2-3 7-10 15-24 7 7 7 7 BARE ROOT, B&B CONTAINER STOCK AND GROUNDCOVER LINERS. POSITION PLANT IN THE HOLE. BACKFILL HALFWAY UP THE ROOTBALL. PLACE TABLET(S) BESIDE THE ROOTBALL ABOUT 1 INCH FROM ROOT TIPS. PO NOT PLACE TABLET(S) IN BOTTOM OF THE HOLE. COMPLETE BACKFILL, TAMP AND WATER. AGRIFDRM PLANTING TABLETS FROM GRACE-SIERRA HORTICULTURAL PRODUCTS COMPANY CONTACT JACK WAKERMAN (760) 757-2150 OR WESTERN FARM SERVICE, (714) 549-2871 12. PRE-INSTALLATION WEED ABATEMENT -REMOVE ALL EXISTING VEGETATION, EXCEPT AS IDENTIFIED BY LANDSCAPE ARCHITECT FOR PRESERVATION IN PLACE. THE SHRUBS OR TREES TO BE PRESERVED SHALL BE CLEARLY MARKED WITH AN ORANGE RIBBON. FERTILIZE THESE AREAS WITH 300 LBS. PER ACRE OF 14-4-9, OR EQUIVALENT. IRRIGATE FOR 2-4 WEEKS, 2-4 TIMES DAILY TO KEEP THE SOIL SURFACE MOIST IN ORDER TO GERMINATE THE WEED SEEDS EXISTING IN THE SOIL. ONCE THE WEED SEEDS HAVE GERMINATED AND ATTAINED SUFFICIENT GROWTH, APPLY A BROAD SPECTRUM, NON-SELECTIVE HERBICIDE ACCORDING TO THE MANUFACTURER'S LABEL RECOMMENDATIONS AND LICENSED PCA. AFTER SEVEN DAYS, GRUB ALL WEED GROWTH FROM AREAS TO OWNER'S APPROVAL. REPEAT ENTIRE PROCEDURE PS DIRECTED BY ENGINEER. 13. SHRUB PLANTING METHOD -EXCAVATE PLANTING PIT TO TWO (2) llMES THE DIAMETER OF ROOTBALL AND 1-1/2 TIMES ITS DEPTH. AUGER 4" ON CENTER X 2' DEEP AT BOTTOM OF PIT. LEAVE AUGERED SOIL IN PLACE, UNCOMPACTED. FILL BOTTOM OF PLANTING PIT WITH AMENDED SOIL TO BRING LEVEL TO PROPER PLANTING DEPTH. BACKFILL AROUND ROOTBALL WITH AMENDED SOIL. FORM BASIN ON DOWN-SLOPE SIDE OF PLANTING PIT TO HOLD MOISTURE WITHIN THE ROOT ZONE. REMOVE BASINS WITHIN 30 DAYS OF START OF MAINTENANCE AS IDENTIFIED BY THE ENGINEER. 14. FIRST WATERING OF NEWLY PLANTED MATERIAL -WET THE ROOT ZONE BY HAND WATERING THE PITS TO THE LOWEST EDGE BASIN. AFTER AMENDED SOIL HAS BEEN WETTED, THE SPRINKLERS SHOULD CONTROL THE MOISTURE FROM THAT POINT ON. 15. THE CONTRACTOR SHALL PROVIDE FOR A 90 DAY MAINTENANCE PERIOD AFTER THE APPROVAL IN WRITING OF THE INSTALLATION OF THE PROJECT. THE MAINTENANCE SHALL BE PER THE ABOVE NOTES AND THE PROJECT LANDSCAPE SPECIFICATIONS. 16. INSTALL "DEEP ROOT" (OR APPROVED EQUAL) TREE ROOT BARRIERS ON ALL TREES WITHIN 5'-0" OF SIDEWALKS OR HARD SURFACES. CHECK MANUFACTURERS CALCULATOR CHART FOR NUMBER OF PANELS REQUIRED FOR EACH SIZE TREE. AVAILABLE FROM: DEEP ROOT PARTNERS, L.P. 345 LORTON AVENUE, SUITE 305 BURLINGAME, CA 94010 (800) ILV-ROOTS, (415) 344-1464. 17. MULCH ALL LANDSCAPE AREA WITH A 2" LAYER MIN. OF PACIFIC MULCH PRODUCTS APPEARANCE GRADE AVAILABLE FROM: GREENWAYS ENVIRONMENTAL -------~~~•--_;--·...:.::.: --------'------- -··-------.;...;.~------- -,- PAI M TREE Pl ANTING NOTES 1. PALMS SHALL BE PLANTED USING ESTABLISHED PLANTING PROCEDURES. 2. SOILS GENERATED FROM THE PALM TREE EXCAVATION SHALL BE DISPERSED IN THE ADJACENT AREA, AND LEVELED TO BLEND INTO THE EXISTING GRADE CONTOURS. 3. WHEN REPLACING A PALM THE PREVIOUS SOIL MUST BE REMOVED AND REPLACED WITH NEW SOIL THAT IS SATISFACTORY FOR PALM PLANTING CONDITIONS AS NOTED IN THE FOLLOWING STATEMENTS. 4. PALM TREE ROOTBALLS SHALL BE TRIMMED OR CUT TO ENSURE RECOVERY FROM TRANSPLANTING SHOCK. 5. PALM TREES MUST BE IN A HEALTHY CONDITION AT TIME OF DELIVERY. PALM TREES DETERMINED UNHEALTHY OR DAMAGED AT TIME OF DELIVERY OR INSTALLATION SHALL BE REJECTED BY OWNER'S e REPRESENTATIVE OR CITY REPRESENTATIVE AND REPLACED BY CON- TRACTOR AT HIS EXPENSE. 6. ALL PALMS SHALL BE CLEANED OF EXCESSIVE DEAD AND RAGGED FRONDS OR FROND STUBBLE. 7. CALLED OUT HEIGHTS OF PALMS SHALL BE THE HEIGHT FROM TOP OF ROOTBALL TO BOTTOM OF THE NEWEST SPEAR LEAF. B. PALM TREES TO BE PROPERLY WATERED IN AND SOILS PROPERLY BACKFILLED LEAVING NO VOIDS OF SOIL AROUND ROCTBALLS. 9. PALM TREES SHALL BE PLANTED VERTICALLY. 10. NO SEVERE CRACKING OR HOLES IN THE BASAL TRUNK AREA WILL BE ACCEPTABLE. 11. CONTRACTOR TO UNTIE FROND TOPS SIXTY (60) DAYS AFTER PLANTING. 12. PALMS SHALL BE PLANTED IN A BACKFILL OF CLEAN WASHED PLASTER SAND 24" WIDER THAN ROOTBALL. PALMS SHALL BE PLANTED WITH ROOTBALL AT A DEPTH SUFFICIENT TO MAINTAIN STABILITY OF TREE. BUT DO NOT BURY THE ROOTBALL. 13. FILL PLANTING HOLES WITH WATER TO MAKE SURE THAT IT DRAINS WITHIN TWENTY-FOUR (24) HOURS. PROPER SOIL AND DRAINAGE ADJUSTMENTS MUST BE MADE TO SATISFY THIS REQUIREMENT POSITIVE DRAINAGE IS KEY TO THE HEALTH OF PALM. ; i' / . / / ' ' i i ' . - ------:...------~ ---- - ---- - - ---,...) ~,::.~ -- - ----------------------------------------------·~---------------------~~-~--------------------~-~-~-------------------~~-----~------•. MACARTHUR 6LVP, 14 ----· -,.. '·¥··---. --~~ •-.c ' ·:_ I -' ·-.. -- --- ------- - - --- - -----~ --- CJ) ,. 17 PREPARED BY• CLARK AND GREEN·· ASSOCIATES 150 PAULARINO AVE., SUITE 1 60 COSTA MESA, CA 92626 TREE LEGEND &YMOOL QUANTITY &IZE BOTANICAL NAME I COMMON NAME REMARK& DETAIL 51-lEET ® 24"130X ir;?ISTANIA CONFERTA STANDARD A 17 E, SRl&eANE BOX ' ' * !; IS' 6TH WA&I-IINGrTONIA l-l'T'ElRID &TANDARD C 17 (ROeUST A/FILli'tRA) ' SHRUB AND 60D LEGEND &YMOOL ~-Gl.JANTrrr SIZE BOTANICAL NAME Tl-!15&1-11:ET ~ ~ TRAJAS 1232 I GAL.. JASMINOIDES Bl§] Sir;? REG. 15':l !; GAL.. STRELITZIA REGINAE NOTS0 Rt.I Ek TO Sf.lEE'T 17 FOR PLANTING. DETAILS. DESIGNED EV CHECKED MG DRAWN EV DATE 4/7/03 DATE BY " ,, " L 1 G 1.9 DESCRIPTION REVISIONS e COMMON NAME ~ REMARKS STAt:a JASMl!-.E 1'-6" o.c. eeE DETAIL 6 61RD OF FAfi<AOISE 2'-6" o.c. eeE DETAIL 6 f ABBREVIATION .,u,.,,rm-~ ..,.•""' &IZE ..9 " " " " " '\ SCALE: 1"=20' PLANTING PLAN MACARTHUR BOULEVARD AT JAMBOREE ROAD Cl1Y OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5808-S . ij SHEET 15 OF .21_ ~ (~ t r' r "' V I>( C: c,, 1 (; GENERAL NOTES (CITY OF IRVINE): 1. 2. 3. 4, 5. ALL WORK SHALL CONFORM TO THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS, THE CALTRANS STANDARD SPECIFICATIONS, THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H. MANUAL), ADA, TITLE 24 REQUIREMENTS, AND MOST CURRtNT USC UNLESS SPECIFIED OTHERWISE IN THE CONTRACT SPECIAL PROVISIONS. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE INSPEC- TION (949) 724-6505 AND THE CITY OF IRVINE TRAFFIC OPERA- TIONS (949) 724-7649, AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING CONSTRUCTION. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE PRE-APPROVED BY THE CITY ENGINEER. A~ EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTALLATIONS SHALL BE COVERED BY A PERMIT ISSUED BY . THE CITY OF IRVINE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FDR AND COORDINATE THE RELOCATION OF A~ EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 6. WHENEVER IT BECOMES NECESSARY TD TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER, OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF IRVINE STANDARD DRAWINGS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TD LOCATE NEW SEWER LATERALS CONSTRUCTED AND TO STAMP THE CURB WITH AN "s" PSOVE THE NEW LATERAL. INDIVIDUAL SEWER AND WATER SERVICES SHALL NOT BE LOCATED UNDER A DRIVEWAY. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND STAMP THE CURB ON EACH SIDE OF THE STREET WITH THE APPROPRIATE LETTER: "E" FOR EDISON, "T" FDR TELEPHONE, ETC., WHEREVER UNDERGROUND FACILITIES CROSS A STREET. 9. PRIOR TO PLACING OF UNDERGROUND UTILITIES, THE LOCATION OF ALL UNDERGROUND FACILITIES {ELECTRICAL, TELEPHONE, CABLE TV, GAS, ETC.) SHALL BE ADDED TO IMPROVEMENT PLANS. 1 D. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES {BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOtlFY UNDERGROUND SERVICE ALERt (U.S.A.) (BOO) 422-4133 AT LEAST THREE WORKING DAYS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. 11. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN, PIPE. MANHOLES, SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE II CEMENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULPHATE CONTENT TEST:; AS APPROVED BY THE CITY OF IRVINE. 12. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. 13. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES ON ARTERIAL STREETS. 14. SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER. SLURRY BACKFILL IS REQUIRED AROUND ALL MANHOLE CONSTRUCTION WITHIN PAVED STREETS. 15. ALL WORK WITHIN STATE RIGHT-OF-WAY AND TRAFFIC SIGNAL WORK SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS AND IS SUBJECT TO STATE INSPECTION. 16. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT ALL PIPES WALLS, ETC. ARE ADEQUATELY BRACED DURING CONSTRUCTION. 18. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 19. PURSUANT TO SECTION 8771 DF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY MONUMENTS SHALL BE NOTED AND DOCUMENTED BY THE CITY'S LANO SURVEYOR BEFORE CONSTRUCTION. IF MONUMENTS ARE DISTURBED DURING CONSTRUCTION BY THE CONTRACTOR, THE CONTRACTOR SHALL PAY THE CITY'S LAND SURVEYOR TO RESET SUCH MONUMENTS, UNLESS OTHERWISE SPECIFIED OR DESIGNATED. 20. IF THE CONTRACTOR WISHES TO ENGAGE IN CRUSHING OPERATIONS AT THE PROJECT SITE, HE OR SHE MUST PROVIDE A WRITTEN REQUEST AND OBTAIN THE CITY'S WRITTEN APPROVAL PRIOR TO AWARD OF THE CONSTRUCTION CONTRACT. THE WRITTEN REQUEST MUST STATE THE PROPOSED LOCATION OF THE CRUSHER AND THE SOURCE OF RUBBLE TO BE CRUSHED. THE CITY HAS THE OPTION TO PERMIT OR PROHIBIT CRUSHING OPERATIONS FOR UNTREATED BASE MATERIAL IN THE IMMEDIATE VICINITY OF THE PROJECT SITE, IF ALLOWED, THE CRUSHING OPERATION MUST BE IN COMPLIANCE WITH SECTION 200-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 21. CONTRACTOR SHALL CLEAN UP THE PROJECT SITE AT THE END OF EACH WORK DAY. 22. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO EACH PROPERTY ADJACENT TD THE WORK AT ALL TIMES. PLANT MATERIAL FOf'i< PLANTER AT CENTERFOINTE SIGN T06E coor;1DINATED UJ/ OUJNERS ~SENTATIVE. SIDEWALK LAYOUT AND RETAINING WALL FER KFM ENGINEERING. STREET IMFROVEMENT FLAN&. ... . . . --,'",. ~-! ; _ -<· ':, ? ">/ ~-. ;>: >< / - .~ ·-. : '>··;· ~-,--?0_. ,___+ ..... -'--<:,L ', ___ /\:..,;_j, •• ,,(_I,_ -·"'--l''.\:·;-/•,_,___.:,, J,-<,' ··<-·:_ .--. ',,,,"\,, _ ... _,. /·-~ _ ·, .. /•.. .. ·: .. c - - - - - - - - - - -__ J ;_~:;: - --·-"". - - - - - - - - --- - LANDSCAPE REPAIR AREA- CONTRACTOR 51-!ALL PROVIDE COMPLETE LANDSCAPE REPLACEMENT IN 61P FOR REPAIR AND REPJ.ACEMENT INDICATED. PLANT MATERIAL UJI.IICI-I REQUIRES REMOVAL PURING: CONSTRUCTION OF RETAINING: WALL WILL eE REPLACED WITH THE SAME UNLE55 OTHERWl5E COORDINATED WITH OUJNERS REPRESENTATIVE. Ref'LACEMENT CONTAINER SIZES FOR f'URPOSE5 OF THIS CONTRt>CT SHALL eE ~ FOLLOWS: TREES -24" eox " SI-IRUS& -1 GAL.. GROUNPCOVERS -FLATS TREE LEGEND SYMeOL QUANTITY SIZE ® 7 24"!:IOX 0 s 24"eox 0 s 24"eox BOTANICAL NAME / COMMON NAME REMARKS DETAIL S!-IEET TRISTANIA CONF!:FiaTA STANDARD A 17 SRl56ANE eox . . . . . FIN.JS EI..DARICA STANDARD A 17 Al=G.4AN FINE FLATANUS ACERIFOLIA 'el.OODGOOD' STANDARD C A 17 LONDON PLANE "TREE OUJNER= CENTERFOINTE 6LISINE55 PARK MANAGsEMENT COMPANY= CHARLES DUNN CO. 5~RU6 AND VINE LEGEND CONT ACT: GAIL R06INSON (562) ~':lOO LANDSCAPE MAINTENANCE COMPANY: TERRA PACIFIC CONTACT: KRISTEN PARKINS, ACCT. REPR. SCOTT WALTZ, CONSTR. MC:!R. PI-IONE: (714)% 7-0177 SYMeOL LJ • . ~ ~ 7 AeeR. RI-IA IND RI-IA IND TR.A JAS N.A. QJANTITY SIZE eoTANICAL NAME THISSl-lEET 41S s GAL. Rl-lAFl-llOLEFIS INDICA '6Al.l..ERINA' 213 s GAL. Rl-lAFHIOLEFIS INDICA 'eALLERINA' 4%7 1 GAL. TRACI-IEL05FERMUM JASMINOIDES 1 GiAL MACFADYENA 67 UNOOIS-CATI . NOTE• REr-t::I'< TO 51-lEET T7 ~ PLANTING. DETAIL& . PLANT CAT'S CLAW VINE AElOVE WALL AS SHOJJN -' --.. ---------------------,. •• ---- •. ----~--------AIND COMMON NAME W~a-REMARKS INDIAN~NE 3'-0" o.c. SEE DETAIL 6 INDIAN l-lAU.fl1-IORNE 2'-0" o.c. SEE DETAIL 6 STAR JASMINE 1'-6" o.c. SEE DETAIL 6 CAT'S CLAW 10'-0" o.c. SEE DETAIL 6 f A66REVIATION G!.JANn"y,.,,•- SIZE Rf-IA IND ---__ - - --- - - - - - - --··--c--- - - -: -~ = ~ :· -----~'-~ - - - - - - - - - - - - - --:..--___ ---- - - - - - - - - - - - - - --·-. - --------- - - - -..:: ;_ - - --------- - - - - - - - - - ------------ M.AC.ART~UR BL VD, 21 / ·-. .., . i .. /:, _______ _,_i_ ···-·· ---- . ' -- . . ' -·. . ,. ---" ~ . ' '. ~~~:::-~~ ' ' ' ' ·-, . RI-IA IND -?'. . ~~_/ . :..-'r-"<' =- l'cl-lA IND 24 .-_:; f<!-1 IND ( ·- NOTE= APP :2' MIN. LA"rER OF MULCH TO ALL PLANTER AREAS. MULCH TO eE: PACIFIC MULCl-1 PRODUCTS I INCi-i -3 INCi-i APPEARANCE a.RADE 6Y GREENWAYS ENVIRONMENTAL SCALE: 1"=20' -~ 'i ~ l:i ~--------------~-----~-~-~-------------~--~---------------------1§! DESIGNED or PREPARED BY• CLARK AND GREEN ASSOCIATES 150 PAULARINO AVE., SUITE 160 COSTA MESA, CA 92626 EV PLANTING PLAN f CHE~~ED MACARTHUR BOULEVARD i DRAWN AT JAMBOREE ROAD I EV t---+---+---------------1--+---------------,-------~~ :s: 1-D-AT-E --~D_A_:rE_.___BY___. ____ □_Es_cR_IPT_ioN _____ ...._--1 CITY OF NEWPORT BEACH 4/7/03 REVISIONS PUBLIC WORKS DEPARTMENT R-5808-S :a t------'--1:,; SHEET 16 OF 27 6 --~ ~ \ C/' i (X J - C: 0c; ' II' blQlE •FRONDeHAYeE REMOVED TO NOT 1..Ee6 Tl-¼N 30' FROM VERTICAL. AX!&. • 1=RONDS NOT TO 61: REMOVl=D CI.OSl:R TMAN A6SCISSION ZONE. UM:N CI.AY 6011.S A<i!E l"f<E5ENT FROVDI= A 10' Al.lc:ia.? euH1" UV A 12''+. FIIJ.. UV GRAVEi. AND C0"'1:R GRAVEi. Wl11-1 Fll.ll=R F/lElRIC, ---+-- C PALM PLANTING DETAIL AS-BUILTS ,----4" CL.EANOUT WI CAP. ,---4" • ~-~INLINE ~ W/ FIJ.:TER CLOT!-! -lil,, eAC!<51DE OF FLANTINa.. 6 MIN. FROM ROOTBAU... TOP TO 61: FLUS!-1 WI FIN. GsRADE. r---Pl.ANTIN<:; D!:PTI-1• PLANT PALM TO ORIGINAL ~K I-IEIG!-IT, ~--ROOTeAW... ,,...---~u~. b~ ~~~WITH ~---CON51'l'!LICT EARTI--1 61:1.:1 I AROUND Pl.ANTIN<:; HOLE. ,----FINISH GRADE. SECTION PREPARED BY• B A 0 --ROOT6ALL 1" MIN, ABOVE FINISH GRADE ---2" LAYER OF NITROLIZED FIR 6ARK MULCI-I MAINTAIN 2" FROM CROWN ----3" TALL EARTl-l MOUND. REMOVE MOUND AF I ER PLANT ~/ '// ~----E5TA6Ll5HMENT PERIOD --t / ' M<'<A . / 11) '; ~fy»'.,, /~0(0':( g :rfu / /.\///~// ~ i/:, ~~'-' FERTILIZER T ASLET5 O ✓• / /, / ,,.:_ APPLICATION RATES PER O!. ~,/ ;,< T A6LE. 5EE PLANTING NOTE5 x Q ~ /-,,1iiA-,M'-' ----PREPARED 50IL 6ACKFILL .ii-"k--'"r~)-1-"-?-,;,"';..;/c...,~.£....£....:.....~~-1<»,: FER PLANTING NOTE& \:,\:)',' ' /«;:-1 / 2x DIA. OF / ROOT6ALL SI-IRUB PLANTING PET AIL Y. HAI. r-ffll!l!&TAKE I r FIGll<E EIG,l,IT BPJiltD~ fE TRI=- SECTION N.T.5. v.l.T . FIGURE EIG!-IT CN:::14 TE AVAIL. Tl-lfW. V.I.T. f'ROCllJC;tS (800) 673-ITT!7 FOR FLAT AREAS Fl.ACE STAKES p,.1-c;,41 I Fl TO f'F<SVAILING WIND$ FOR SLOFE AREAS PLACE 6TAl<ES PAPAI I Fl TO CONT~ LODGE!"01..E PINE STAKES 2''+ I FOR e; GAL.I.ON 2 FOR IE\ GALLON I 24" BOX DO NOT STAKE ::56" AND Glo!EA~ BOX SIZE 2• LAYER OF i"PJLCI-I (N01:...l'<EQ!JJRED IN +~°":::=D=:IA.=70F,';---ft---'-::--l+-----,,,:__-i-SLOFE CONDITIONS) ROOTe.AU. 2x DIA. OF N.T.$. ROOTElAU- TREE PLANTING PET AIL DESIGNED NO'JE, Pl.ANT PIT TO BE I" LE56 Tl-lAN ROOTe,,!JJ. DEP1l-1 CFIOWN TO SIT AT J's2" AeOVEGRADE. EV PLANTING DETAILS CLARK AND GREEN ASSOCIATES 150 PAULARINO AVE., SUITE 160 COSTA MESA, CA 92626 CHECKED MACARTHUR BOULEVARD MG DRAWN AT JAMBOREE ROAD PHONE (714) 434-9803 1-0-ATEV_E --~_DA_JE_L,._BY__,'--___ 0_Es_cR_IP_n_oN _____ '-----< CITY OF NEWPORT BEACH R-58O8-S 4;7 ;03 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 17 OF R 7' ' \ rJ j 01 i C 0 I (., GENERAL IRRIGATION NOTES IRWD R~I.AIMEO WATER NOTES: 1. ALL MA!NUNE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE SLEEVE SIZE SHALL BE A 5.11 SPECIAL. ON-5~ RECLJ.IMED WATER NOTES MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING SURFACES. 2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCH 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE-SHALL BE-REMOVED FROM-THE SITE AT THE TIME OF SAID REJECTION. 4. INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER PER PLANS. 5. FINAL LOCATION OF THE BACKFLOW PREVENTER AND AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED REPcRESENTATIVE. 6. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS, UNLESS NOTED OTHERWISE. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 7. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST All SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALJ<S, STREETS, WALLS, CURBS, ETC. 9. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED SURFACES IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE All VALVES IN SHRUB AREAS. 10. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE THEMSELVES WITH All GRADE DIFFERENCES, LOCATION OF UTILITIES. ETC. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK, THEY SHALL COORDINATE THEIR WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS UNDER ROADWAYS AND PAVING, ETC. 11. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AND A MAXIMUM FLOW DEMAND INDICATED ON PLANS. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE ENGINEER. 12. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTION, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED. THE IRRIGATION CONTRACTOR SHALL MAKE ALL THE NECESSARY REVISIONS AT HIS OWN EXPENSE. 13. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 14. THE CONTRACTOR SHALL PROVIDE REDUCED RADIUS ARC PLATES OR SPRAY RADIUS ADJUSTING STRAINERS OR PRESSURE COMPENSATING SCREENS (PER PCS SCREEN CHART ON IRRIGATION PLAN) AS NEEDED TO REDUCE OR ELIMINATE OVERSPRAY ONTO WALKS, STREETS, WALL, ETC. OR OTHER AREAS AS DIRECTED BY THE ENGINEER. 15. ALL REMOTE CONTROL VALVES, PRESSURE RELIEF VALVES, GATE VALVES. QUICK COUPLERS, CONTROL WIRE AND COMPUTER CABLE PULL BOXES SHALL BE INSTALLED COMPLETE IN SUITABLE VALVE/PULL BOXES COMPLETE WITH LOCKING COVERS, GRAVEL ROCK, ETC. AS SHOWN ON DETAILS. THEY SHALL BE CARSON, AMETEK, OR APPROVED EQUAL AND SHALL BE MARKED INDICATING CONTROLLER AND STATION NUMBER FOR CONTROL VALVE BOXES AND/OR AS TITLED IN THE EQUIPMENT LEGEND WITH 1" HEAT BRANDED LETTERS. ALL APPROVED BOXES SHALL MAINTAIN 18" DISTANCE FROM ALL HARD SURFACES AND LOCATED IN INCONSPICUOUS SHRUB AREAS ONLY. 16. ALL CONTROL AND COMMON WIRES SHALL BE MINIMUM 14 GAUGE COMMON WIRE SHALL BE WHITE WITH DIFFERENT COLORED STRIPES FOR EACH CONTROLLER. CONTROL WIRES SHALL BE DIFFERENT COLORS FOR EACH CONTROLLER WHEN MULTIPLE CONTROLLERS ARE UTILIZED. ' -------~-~, -~~-, , ______ _ THE FOL.LOWING SPECIAL ON-SITE: RECLAIMED WA1ER NOTES ARE TO BE SHOWN ON ALL ON-SITE RECLAIMEO WATER sY'STEM CONSTRUCTION PLANS: A. 11-IE INSTAL!.ATION OF THE IRRIGATION WA"TER SYSTEM SHALL CONFORM TO THE REGULA110NS FOR THE CONSTRUCTION OF IRRIGAllot,I WATER SYSTEMS WITHIN THE •IRWD" AND THE ACCOMPANYING PLANS ANO SPECIFICATIONS. B. All. ON-SITE RECLAIMED AND POTABLE WATER PIPING INST.All.ED ON THIS PROJECT SHALL BE IDENT1AED IN ACCORDANCE WITH THE IRWD RULES HID REGULATIONS AND THE tRRlGA.TION SPECIFICATIONS. C. RECL.AJMED WATER PIPING SHAl..1. SE •Al..ERTLINE" PURPLE PVC AS MANUF'ACTURED BY BROWNLINE. !NC. OR APPROVED EQUAL 0. MARKING ON THE PURPLE PVC PIPE'. SHAU.. INCLUDE THE FDLlOWING: •.&U:RTLINE. CWTION: RECLAIMED WATER -DO NOT DRINIC_-NOMtNAL PIPE SIZE. PVC-1120, PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES, ASTM DESIGNATIONS SUCH AS 17BS, 2241, 2672, 3139. PRINTING SHALL BE PlACED CONTINUOUSLY ON "TWO SIDES OF THE PIPE. E. AU. RECLAIMED WATER SPRIMKLER CONTROL V/4.VES SHALL BE TAGGED W11H IOENTIFlCATION TAGS. I. TAGS SHM.L BE WcATHERPROOF' PLASTIC, 3• X +". PURPLE IN COLOR WITH THE WORDS -WARNING -RECl.>JMED WATER -DO NOT DRINK• IMPRINTED ON ONE SIDE, AND "A\'ISA -AGUA IMPURA -NO TOMAR• ON THE OTHER SIDE, IMPRIITTING SHALL BE PERMANENT AND BU.CK IN COLOR. USE TAGS AS MANUF',\CltJRED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL 2. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: A. ATTA.CH TO VAf.VE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP DR B. ATTACH TO SOlDIOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR C. ATTACH TO V,6,1.\IE COVER WITH EXISTING V/>J..VE COi/ER BOLT. F'. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINLINE PIPING CARRYING POT.AELE WATER. G. WARNING TAPE SHA.LL BE: A MINIMUM OF' 3 INCHES WIDE ANO Slillll. RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF' ALL CONSfPNT PRESSURE MAINLINE PIPING. ntE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND Tl-lE WARNING TAPE AND THE PIPE EVERY HYE FECr ON CEITTER. H. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE WORDS "CAUTION BURIED WATER LINE BELOW" IMPRIITTED IN MINIMUM 1-INCH HIGH L£TTERS, BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. I. IAWO SHALL BE N011F1ED TWO DAYS PRIOR TO THE START OF IRRIGA110N CONSTil:UCTION ATJ949) 453-5577 OR (949) 453-5576 AND EACH WORKDAY THERE'AFTER UNTIL CO PLEflON OF' PROJECT. J, AU. PRESSURE WJNUNE PIPING FROM THE RECLAIMED WATER S'YSTEt.1 SHALL BE INSTAUEO TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECLAIMED AND POTABLE WATER PRESSURE MAINLINE PIPING CROSS, 1HE RECLAIMED WATER PIPING SHALL BE INSfAl..l.ED BLOW THE PClT.6.ELE WATER PIPING IN A CLASS 200 PURPLr COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITI-1ER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. CONVOOIONAL (WHrt'E) PVC PIPE MAY BE USEC FOR Sl.EEv'ING MATERIAL IF' IT IS TA.PED WITH 3 lNCH WIDE PURPLE WARNING TAPE WHICH RE'.IJS "CAUTION -RECL"JMEO WATER -DO NOT DRINK~. K. THE !RRIGtr.TION SYSTEM HAS BEEN DESIGNED TO AND MUST BE OPERATED BE1WEEN THE HOURS OF' 9:00 PM AND 6:00 NJ, UNLESS 01HERWISE OIREClED BY THE DISTRICT ENGINEER. L ADJUST SPRAY HE.ADS lO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE: POOL DECKS. PRIVATE PATIOS, STREETS AND SIDEWALK. M. CONTACT IRWO ENGINEERING DEPARTMENT OF'FlCE 1WO DAYS PR!OR TO THE IRRIGATION SYSTEM COVERAGE TEST AT (949) 453-5300 AND ARRANGE A WALK THROUGH OF THE SYSTEM. N. F'AILURE TO COMPLY Wl1H Am OR ALL OF THE ABOVE GU!DBJNES WILL PLACE lHE SYSTEM VIOLATION OF' IRWD RULES AND AEGULA110NS AND WILL RESULT IN TERMINATION OF SER\llCE UNTIL THE APPROPRIAlE CORRECTIVE SfEPS HAVE BEEN TAKEN. 0. WARNING TAPE ON RECLAIMED WATER CONSTM-rr PRESSURE MAINLINE PIPING IS ONLY ALLOWED ON PROJECT-BY-PROJECT APPROVAL FROM THE DISTRICT ENGINEER, IF APPROVED, IT MUST FOU.OW THESE 1NSTAUAT10N SPECIACATIONS: 1 WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINS. 2 WARNING TAPE SHALL BE A MINIMUM OF 3 IN.CHES WIDE AND SHALL RUN CONTINUOUSLY FOR lHE ENTIRE LENGTH OF ALL CONSTANT PRESSURE h.lAINLINE PIPING. TI1E TAPE SHAU. BE ATTACHED TO Tl-IE TOP OF THE F'IPE WITH PLAS11C TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. 3, WARNING TAPE FOR THE CONSTANT PRESSURE RECLAIMED WATER PIPING SHALL BE PURPLE IN COLOR WITH THE WORDS ~LAIMED WATER -DO NOT DRINK" IMPRINTED IN MINIMUM 1-INCH HIGH, BLACK LEITERS. IMPRINTING SHAll. BE CONTINUOUS ANO PERMANENT. NON-DOMESTIC WATER SIGN PER DETAIL F, SHEEf 21. CONTRACTOR SHALL POST NON-DOMESTIC WATER SIGNS IN ENGLISH AND SPANISH WHICH STATES: DO NOT DRINK NO TOMAR 1HIS SITE IS IRRIGATED ESTE LUGAR SE DEGA WITH RECLAIMED WAlER CON AGUA RECICLADA IN AN ONGOING EFFORT EN UN ESFUERZO PARA TO CONSERVE POTABLE CONSERVAR AGUA WATER. POTABLE. OR PER I.R.W.D. ON-SITE NOTES. SIGNS AAE AVAILABLE FROM HYDROSCAPE PHONE: (714) 951-8827 FAX: (714) 837-8534 i I 5.12 GUIDELINES FOR RECLAlMED WATER USE THE FOLLOWING GUIDELINES HAVE BEEN ESTABLISHED BY THE IR\11NE RANCH WATER DISTRICT !N CONJUNCTION WITH THE ORANGE COUNTY HEALTH DEPARTME:ITT ANO THE SDJ.ITA ANA. REGIONAL WATER QUAIJTY CONTROL BOARD. TI-IEY ARE INTENDED TO PROVIDE THE BASIC PARA.METERS FOR THE USE OF' RECLAlMED WATER IN LANDSCAPE IRRIGATION, TO OPERATE YOUR SYSTEM It-I COMPLIANCE WITH ntESE GUIDELINES YOU MUST: A. IRRIGA.1E BETWEEN TrlE HOURS OF 9:00 PM AND 6:00 AM ONLY. WATERING OUTSIOE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT IJ.IY TIME BE LEFT UW..TTENDEO DURING USE OUTSIDE lliE NORMAL SCHEOULE. 8. IRRIGA.1E IN A MANNER THAT WILL MINIMIZE RUNOFF POOLING AND PONDING. THE N'PLICATION RATE SHALL NOT EXCEED THE INFlLTRATlDN RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INflLTRATION RA.TE PRESENT. WIS PROCEDURE MAY BE FACILITA1ED BY THE EFFlCIENT SCHEDULING OF' THE AUTOMATIC CONTROL CLOCKS. \I.E. EMPLOYING THE REPEAT FUNCTION TO 8R£AK UP THE TOTAL IRRIGATION TIME-NTO CYCLES 11-IAT WllL PROMOTE MAXIMUM SOIL. ABSORPTION.) C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF' THE CUSTOMER (!.E.. POOL DECKS, PR!VATE PA'i10S, STREETS, SIDEWALKS.) D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MAlERIAL FAILURE, BROKEN SPRINKLER HEADS, LEAKS, UNREL!ABLE VA.LVfS, EfC., SHOULD BE REPAIRED /.S SOON AS THEY BECOME APPARENT. E. EDUCATE ALL MAINTENM-ICE PERSONNEL, ON A CONTINUOUS BASIS, OF THE PRESENCE OF' RECLAIMED WATER, AND THE FACT THAT rr IS NOT APPROVED FOR DRINKING PURPOSES. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS 0 IMPORTANT THAT lHIS INFORMATION BE OISSEMINATEO ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING £4.CH ANO EVERYONE ONE OF' YOUR EMPLOYEES, F. OBTAIN PRIOR APPROVAL FOR ALL PROPOSED CHANGES AND MODlf1CA110NS TO M.rt ON-SITE FACILmES, SUCH CHANGES MUST BE SUBMllTEO TO, AND APPROVED BY. THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. FAILURE TO COMPLY WITH f.N'( OR AU. Of THE ABOVE GUIDELINES Pl.JIS YOUR SYSTEM 1N \'IOLATION OF lHE DISTRICT'S RULES ANO REGULA110NS, AND WILL RESULT IN TERMINA110N OF' SERVICE UNTIL THE APPROPR~TE COARRECTIVE STEPS HAVE BEEN TAKEN. THE IRVINE RANCH WATER DISTRICT FEELS lHAT THE BENEFITS TO BE DERN'ED FROM THE SUCCgS,SFUL APPLICATION OF RECLAIMED WATER MERIT THE OPERA.TING REQUIREMENTS ~T HAVE BEEN ESTABLISHED. IF YOU HAVE Am QUESTIONS, OR IF WE CAN BE OF' ASSISTANCE. PLEASE DO NOT HESITATE TO CAU. OUR ON-SITE WATER SYSTEMS GROUP AT (949) 453-5300. 5.12 GUIDELINES FOR RECLAIMED WAlER USE ntE: FOLLOWING AREA IRWD PROCEDURES AND GUIDELINES FOR THE USE OF RECLAIMED WATER FOR CONSTRUCTION GRADING. OUST CONTROL. COMPACTION AND TEMPORARY RESERVOIRS. 1. fil CONSTRUCTION CONNECTIONS SHALL. BE TAMED W1TH WARNING TAGS. AS FOU.OWS: "WARNING -RECLAIMED WATER, 00 NOT DRINK" "AVISO AQUA IMPURA, NO TOMAR'" USE TAGS /JS MANUFACTURED BY T, CHRISTY ENTERPRISES OR APPROVED EQUAL TAGS SHALL SE AffiXED TO STATIONARY TANKS, WATER TRUCKS, #10 ALL SERVICE POINTS OR ANi OTHER INLET OR OUTLET USING RECLAIMED WATER. 2. WATER TRUCKS, WATER TANKS, OR ANr OTHER RECEPTACLE. INCLUDING BUT NOT LIMITED TO PIPE OR HOSE USED FOR STORA.GE OR CONvEYANCE OF RECLAIMED WATER, SHALL BE DEDICATED SOLaY TO THAT USE. AfN USE OTHER THAN RECLAIMED WATER MUST BE APPRDV'ED THROUGH THE IRWD ANO 1HE COGNIZA.NT HEALTH AGENCIES. 3. NO FITTINGS, HOSE OR PlPE. OR AtN OTI,ER A.OPURTENANCE USING REClAIMED WATER SHALL CONNECT TO A POTABLE DOMESTIC WATER SOURCE. 4. ALL PVC PIPE EXTENDING FROM THE POINT OF CONNECTION SHALL BE Al.ERTUNE, OR APPROVED EQUAL AND READ: "CAUTION -RECLAIMED WAlER• THE PVC PIPING SHALL COt-.lFORM TO ALL W.TER!M.. SPECIFICATIONS AND SET FORTH BY IRWD. 5. MN WATER TRUCK, WATER TANK. OR OTHER STORAGE RECEPTACLE TO BE CONVERTED FROM RECI.AIMED WATER TO POTABLE DOMESTIC WATER SHA.LL BE THOROUGHLY CLEANED ANO DISINFECTED TO THE SATISFACTION OF IRWD AND THE COGNIZANT HEALTH AGENCIES. 6. CONTACT THE IRWD ON SITE WATER SYSTEMS OFflCE PRIOR TO CONNECTION AT (9-49) 453-5577 OR {949) 453-5576 AND ARRANGE FOR AN INSPECTION TO ENSURE COMPLIANCE wftH DISTRICT STANOARbs. 7. FAILURE TO COMPLY WITH ANY OR AU. OF THE ABOVE REQUIREMENTS PlACES YOUR CONSTRUCTION SITE IN VIOLATION OF DISTRICT RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF' SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. __ , __ .,_,-.. ., ---\ I I ' -i IRRIGATION LEGEND IRRIGATION CONTROI.I.ERS HEAD SYMBOL LEGEND MAKER MODEL NUMBER-DESCRIPTION NOZZLE PATTERN GPM PSI RADIUS DETAIL @ RAINMASTER DX 6-PS EVOLUTION DX2 CONTROLLER SEE DETAIL.....!....., SHEET-2Q__. CONTRACTOR SHALL VERIFY ELECTRICAL STUB LOCATION AND INSTALL CONDUIT SWEEP THROUGH PAD INTO STRONG BOX. CONTRACTOR IS RESPONSIBLE FOR FINAL POWER CONNECTION(S). IN ADDITION, CONTRACTOR SHALL PROVIDE A GROUNDED - WATERPROOF OUTLET WITHIN STRONG BOX. INSTALL AUTOMATIC CONTROLLER ENCLOSURE ON A CONCRETE PAD 3'-0" LONG, 2'-0" WIDE AND 6" DEEP. CONTRACTOR SHALL COORDINATE FINAL CONTROLLER(S) LOCATION WITH THE OWNER. SEE ADDITIONAL IRRIGATION NOTES. RAIN MASTER 1825-103 SURVEYOR AVE. SIMI VALLEY, CA 93063 CONTACT: JAVIER CUELLAR (805) 527-4498 VALVE BOXES (NON-DOMESTIC) ALL REMOTE CONTROL VALVES, GATE VALVES AND PRESSURE RELIEF VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS, COMPLETE WITH LOCKING PURPLE COVERS. ALL SHALL BE CARSON OR AMETEK OR APPROVED EQUAL, AND SHALL BE MARKED "R.W.", INDICATING CONTROLLER AND STATION NUMBER FOR CONTROL VALVES WITH 1" HEAT BRANDED LETTERS. MAINTAIN 18" DISTANCE FROM ALL HARD SURFACES. 1,>, .a _rl,_ RAINBIRD 3500 SERIES 4" ROTOR POP-UP 3504-PC-N-3.0 360' 180' 90' 3.00 1.50 .75 45 )l( ~ .... RAINBIRD 3500 SERIES 4" ROTOR POP-UP 3504-PC-N-1.5 360" 180" so· 1.48 .74 .37 45 4'> a. to TORO 570Z-4P-COM 4" POP-UP TURF SPRAY 15-F-PC/15-H-PC/15-Q-PC 360' 180' so· 3.60 1.65 0.8! 30 0 0 t, TORO 5702 4P COM 4" POP UP TURF SPRAY 10-F-PC/10-H-PC/10-Q-PC 360" ,so· so· 1.49 0.71 0.41 30 m d:. .. TORO 5702 4P COM 4" POP UP TURF SPRAY 5-F-PC/5-H-PC/5-Q-PC 360' , ea· so· .38 0.19,0.09 30 15 F PC/15-H-PC/15 Q PC 3so·i1so· ' M /91 TORO 5702 12P COM 12" POP UP W / SHRUB ADAPTER so· 3.60 1.65!0.8 30 YI. . --'¥-_,;;,_ TORO. 5702 12P COM 12• .POP UP. W/ .SHRUB ADAPTER 10-F-PC/10-H-PC/10-Q-PC 360"1180' 90' 1.49 0.7110,41 25 y ,., TORO 5702 12P COM 12" POP UP W / SHRUB ADAPTER 8 F PC/8 H PC/8 Q PC I 1ao· so· .501.24 25 .Jt'. 3:-TORO 570Z-12P-COM 12" POP UP W/ SHRUB ADAPTER 5-F-PC/5-H-PC/5-Q-PC 1130· go· 0. 1910.09 25 SEE IRRIGATION DETAIL SHEET NO. -2JL IRRIGATION U!GEND SYMBOL LEGEND MAKER MODEL NUMBER-DESCRIPTION DETAIL EB C C GRISWOLD 2000 SERIES MASTER CONTROL VALVE nn FEBCO 125F 4" CAST IRON BASKET STRAINER K Ill RAINMASTER EVFM FLOW SENSOR J l",,l GRISWOLD DW SERIES REMOTE CONTROL VALVE, SEE PLAN FOR SIZE C ~ MATCO 754 SERIES FULL PORT BALL VALVE D 11111 NELSON 7600 SERIES-3/4" QUICK COUPLING VALVE W/ PURPLE LOCKING COVER. KEY AND LOCKING TOP WRENCH ~ RAINMASTER DX 6-PS EVOLUTION DX2 IRRIGATION CONTROLLER G --------APPROVED PVC CLASS 315 MAINLINE, SIZE 1 1/2" OR GREATER B --------APPROVED PVC SCHEDULE 40 MAINLINE, SIZE LESS THAN 1 1 /4" B --APPROVED ----(2)6" & (1)4" PVC SCH 40 SLEEVES I APPROVED PVC SCHEDULE 40 LATERAL LINE, SEE PLAN FOR SIZE B k\ PROPOSED ELECTRICAL SERVICE PER KFM ENGINEERING srnm IMPROVEMENT PLANS N/A 1B] PROPOSED 1 1/2" NON-DOMESllC WATER METER PER KFM ENGINEERING STREET IMPROVEMENT PLANS N/A ""f CONTINUATION OF LATERAL OR MAINLINE. REFER TO ADJACENT MATCHLINE SHEET NO. N/A I•••••••• PROVIDE MAINLINE CAP FOR FUTURE USE NIA VALVE NO./ :;@ CONTROLLER SEQUENCE J<"L O.OO"GPM VALVE SIZE Y•' RWQCB REQUIRED INFORMATION AJ TI-IE AVERAGE NUMBER OF' PEOPLE A.T THIS USE SITE ON A DAILY BASIS. 8) BOUNDARIES TO llfE PROPOSED USE SITE, FOOTPRINT OF NfY FACILITIES OH THE PR!MISES, DRINKING WATER FOUNTAINS. ~O AN'( REC'l'ClED WATER OR POTABLE WAiER IMPOUNDMENT TO BE USED. C) ltlE PERSON OR PERSONS RESPONSIBLE FOR WE OPERATION OF' 111E REC'fa.ED WATER SYSTEM A.T EACH USE ARE'A. D) THE SPECIRC USE TO BE MADE OF THE RECYCl..ED WATER AT EACH USE AAEA. E:) THE ME1HODS TO BE USED TO ASSURE THAT lHE INSTALLATION AND OPEAATION OF TI-IE RECYCLED WAlER SYSrEM WILL NOT RESUI.T IN CROSS CONNECTIONS 9£rWEEN 1HE RECYCLED WATER AND THE POTABl.E WATm PJP1NG SYSTEMS. DESCRfBE THE PRESSURE TEST DONE BEFORE INSTAl.l.A'TlON OF THE METER. F) PIPE l0CA110NS OF BOTH REC'fCLED WATER AND POTABLE SYSTEMS, OR BR!EF EXPI..ANA,110N FOR THE EXCWS10N OF' SYSTEM NOT SHOWN. NEW WATER METER ADDRESS 4000(WM) MACARTHUR BLVD. CllY OF NEWPORT BEACH 31' 22· 15" 1 o· 5' 15• 1 o· a' 5' P.O.C 17±09 METER SIZE 1 1 /?" NON-DOMESTIC STATIC PRESSURE IS 114 PSI AT P.O.C. SERVICE L/C NOTE 1: It.TS DESIGN PRESSURE 21 3 P$I MAXIMUM DEMAND 56 GPM GROSS ARE'A IRRIGATED O 31 (ACRE) ESTIMATED YEARLY WATER REQ. (ACRE FEET) Ac 77 AC-ET APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY WATER METERS AND Al.L CONNECTIONS TO IRVINE RANCH WATER DISTRICT {IRWD) ~ FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICES GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL 1863 {949) 453-5300 Pl.AN CHECK NO~~=~---- ( F F E ' E E E E E E _{ THE IRRIGATION CONTRACTOR Stw..L FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WAU.S, ETC. THIS SHALL INCLUDE SEI..ECTING THE BEST DEGREE OF A.RC AND/OR RADIUS OR NOZZLE AND/OR PRESSURE COMPENSATING SCREEN TO F1T O:ISTING SITE CONDmONS.. ONSrrE APPROV/>J.. __________ _ DATE __________ _ SCALE: 1 "=20' PREPARED BY1 CLARK AND GREEN ASSOCIATES 150 PAULARINO AVE., SUITE 160 COSTA MESA, CA 92626 PHONE (714) 434-9803 DESIGNED EV CHECKED MG DRAWN EV DATIE 4/7/03 DATE BY DESCRIPTION REVISIONS IRRIGATION PLAN MACARTHUR BOULEVARD AT JAMBOREE ROAD CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5808-S SHEET 18 OF2Z.__ 7'- r \ J'\ )~ t C o(: \ (.n (_;) r- IRVINE RANCH WATER DISTRICT RECYCLED AND POTABLE WATER NOTES ,._ THE IIST.AUA'T10N OF TliE IRRIQATION WA'D S"!'S1tM SHIU. C0NfORM 10 THE REO\JlATIONS-FOR THE t:otmRUC'TION Of IRRIOOlON WA'IER SYSm.tS wrTiffi THE imro• ANO THE ACCOilPAtMtfG Pl.ANS AND SPEClf1CATIONS. B. AU. cm-StTE CONSOIHf REC'l'CI.ED ANO POTABLE WATER IIWN UNt P!PIJ.C 1"1STMJ.£D ON 1H1$ PROJECT stW.L BE IDnmrnD IN J.CC0RCIANCE WITH THE: tRWD RU1.ES AND REGUlATIOHS N,n) lHE IRRIGATION SPECIFIC,l,TlONS. C. AEC'fCUD WATER PIPINC S1-W.1. 81' PURPLE PYC. O. MlRKtNG Off 1HE PURPLE PVC PIPE SWU. INCWDE THE FOW'.IWING: ~ RamUD W,,TER -DQ Ntlf DRII(', NOMl!W. PIPE SIZE. PVC-1120. PRESSURE RATINC IN POlttOS PER SQUN!£ INCH AT T.5 DEGREES. AST\I DESIGN,\TIONS SUCH ,S 178:I, 2241, 2872, 313', PRIH'mG SHALL BE Pl.ICED OONTIH\IOUSLY ON 'TWO SIO'ES or lHE PIP!.. ~£.-Al.1.-REO'l'Ctm WATCR SPRtOO.£R CQffRQl; VA1...1,c;,-ISOI.JiTlON VAi.i£$. CIU!Cl("C0U?i.£RS, I.Ml AL.1.·----• • -- .-.WURTENfflCES SHAU. BE TN.GED WITH IDENJ1FICA1'X'IN TN.S, 1. TAGS SWJ.. DE WEATHERPROOF ~ 3" 11: 4", PURPL£ IN COLOR WITH THE WORDS, "WMNIHO - RECr'CI.ED WATER -00 NOT DR!NK" II.IPRtITTD DN ON£ stor. AND "I.VISA. -ACUf,. lt.lPU~ -NO TOWK' ON THE DT1iER SIDE. U>R.llfflNC SHAU. llE PERMANENT AAD Bl.ACK IN Cl1.DR. USE TADS IS lolANUFACTUREO BY T. CHRISTY ENTERPRISES OR APPROVED EQLW... 2. ONt T~ SH,!J.L BE AlT/OfED 10 ~ .-.PPURTENAMCE AS f'OU.DIIIS: 1, ATTACH TO VN.Vf. Slnl Dl!Etm.Y OR lfflH PlASTIC TIE-WRAP OR 2.. "TT.ICH TO SOLENOID WIRE DIRECrl.Y OR WllH PlASflC TIE-Yt'JWI CIR 3. A'TT.ICH 10 VALVE CO\'£R Wfl'I-I El(tS1't«l VALVE ea.tR 90LT. 4. ATTACH lO 1llE BODY OF lME RE.ATl'IE APPLll'ITENAN~ Willi A P\JSTlC Tlt-'#Ro\P, f. WMN!l«I TAPE Sf-W...l.. tE US£D ON AU. CONSTNIT PRESSURE MAIN UNE PIPIMO CARmtND PCmBU: WATDt 0. lfARNINO TAPE SHAU. BE A MINIWM Of 3 INCHtS WIDE RfD SHAI..L RUN CONTINU0USLY FOR THE EHllRE: L£NOTH OF AU. CCNSTANT PRESSVRE MAIN UNE PPINC. THE TAPE: SIWJ. B£ ATTN.HEil TO TI-E TI)p OF THE PIPE WITli PlASTIC TAPE BANDED .tROWO THE WARMING TAPE MCI THE PIPE £w'ER'I' FM'. F'EET ON Coo-ER. H. WMNtkC TAP£ FOR THE CONSPHT PRESSURE POTABLE WATER: P!PtMG SIW..l. BE BLUE IN COLOR WITH lHE WORD$ -e.tJJT10N l!UftED WA'm't UN£ ett.oW"' IMPRHTED IN t,IINIWUW 1-INOH HIGH I.EITEFtS, tllACI( IN C01..01t. IMPRIHTINO SIW.J.. lit. COlfflNU0US AMO PSR>U,NENT. I. !RWD':SIW.1. BE NOTIFll'D ,WO DAYS PftKIR 1D 1l£ STMT OF ~'RON CONSfflt.lC110N AT (949) 453-5300 HID EACH WORKDAY 1HEREAfTER UNllL COMPLETION DF PRWE'CT. .J, AU. PIEiSURE MAIN UNE PIPING FROW lHE REC'1Ct.ED WA.ml SYSnll SHAU. BE IHSTAI..Lal TO IMINTAIN 10 FEET YINWVW HORIZONTAL SEPAAATION FROM AU. POTABLE WAlER P!PlNG, WHERE RECYCLED AND l'OrABL,i; WAmt PRESSURE WAR,! UNE PIPINC CROSS, THE REC"l'Cl.£0 WATER PIPING SHAU. l!E INSTAUfD BELOW THE: POTABLE WATER PIPING IN A CUSS 200 PURPLE--cot.tf!Ul P1'0 SLEtVE Wl1ltlf OO'ENDS A lffilMUM Of 5 FEET ON DlliER Sltle Of' 1HE: POTABI.£ WA'leR PIPING. PROVIDE A MWIWUM ~ ~ OF 6 1NCKES. CONVENTiotW.. (WHnE) P'-.'C PPE WAY 8£ usm FOR st..EEVll«l IP.TERW. 11" IT ts TAPEO WITH ::I INCH WIDE PU11PU: WARNING TN"E WH1CH RDDS "CAIJTION, RtC'l'CUD WATER -DO NOT ORIN~ K. lliE llffltG,UION !Mmt HAS BtEN DESIGNfD TO NfD NlJST e! OPERA'Tm BETWEEN THE HOURS Of' 9:00 P.M. HID e:oo A.N, UNLf.SS OntERW15E OIRrnED BY TI-£ DISTRICT EN~ L AI..L l£W COINON ME"3 WHERE RECYCLED WAlm IS USED AHll TI-Ut.T ARE ACCESSIBLE 'TO 1HE GD1ERAL PUBUC SW.U. 8E PQSTEO WITH CONSPICUOUS SIGNS TWIT !Na.UDE THE FDU.OWIHG WORDI~ IN A SIZE NO LESS THf.N ◄ INCHE:s MICH 111 8 INCHES WIDE: "fm::YCt.m ~ -00 NOT ORIN~ OR "F:EtLAINiO WA'TiR -00 HO DAINK". EACt1 SICN SIW.L .l.LSO DISf>I.AY >N IN'IEfm'.'T!ONAL S'YW80L CONVEl'INO THE 5"'ilE WAANNC:. M. ,DJUST SPRI\Y HE/IDS TO EUMIAATE OYER SPRAY ONlO AAf1,S NOT Ul'IDER 11-IE cotflROL OF 1,IE CUSTOMER. FDR EXAMPLE: POOL DEC!C$, PRWITT:: PA.TlO!i. S1'R£ETS ANO SIDE't\:'.AI.JC1. N. COM'ACT 1RWD DfGINEERINC DEPARTMENT omct: 'IWO DA'l'S Pftl0R TO 'THE l~TION SYST'El,I COI/ERAC£ ic'ST AT (949) 463-5300 AND ARRANGE A WWI: 'THROUOtt or THE S''t'S1El,I. 0. FA!UJRE TO COMPLY mi ~ ~ Ml. OF THE N!!OIC. OUIDEI.JNl"$ PU1$ YOUF1 $Y'STEN 1M "101.A'ITOM OF THE IRWD RULES N«:I REOULATlONS. AND ffll.1. RESULT IN TDUillMTION Of SOMCE UN1L THE N'PRO~TE: CORRECTM: STEPS HAVE 8E:EN TAKEN. P. WAANINO TAPE ON RECl'Cl.aJ WATER COHSTNfT PR£SSURE 1WN UN£ PIPING IS ONLY AL1.0WED 0N PRO.J[C'f-BY PRO..ECT N'PR'J-IN.. Fl't0M THE cismreT EHCINE:Elt. II" ,tPPRO'/ED, IT MUST ftlllhN THESE IMSTAU.AllOH S?ECIFICA'TlOHS. I. WARNING TAPE stW..1. B£ USED 0N AU. CONSTANT PRf5SURE tumS. 2. WAANNO t'.PE stW.I. BE A MINIMUM 01' 3 INCHES WIOE NC> ~ RUN CONllNUOUSl.'1' fO!I: THE E'.HTIR'E I.EM01ll OI" All COH'Sl'ANT PRESStJRt NAIH UN£ PIPING. llfE TAPE SWU. 8£ ATTACHED TO THE TOP 01' THE PIPE WITH PI.AST1C TAPE BN'IOEC MOUND THE WARNIMO TAPE MD PPE: E'JERY G Fm ONCOO!Jt. .l. WARMNtl TAPE FOR lHE OOKS'TANT PRESSURE REC'l'CLED WA.ml PIPINO S1iALL BE PURPLE IN COLOR 11111H THE WOflOS °'REC'l'cUlJ WATIR -00 NOT DRINK" ltM"RINTlll IN MINIMUM 1-ffetf HGH, BLACK l£11ERS. IMPRMlHO S1iALL st CONTINUOUS AND PERliW'!ENT. Q, ON-S!TE S1SfEM loWNlENANCE -AU. RE:PAIRS HQ liODIFlC\TIOHS MUST 8E Rf.\llEWEP N40 N'PROYED BY TH£ DISTRICT'S ON-SITE WATER SYS1EMS GROUP IN A IU.NNER CONSlsrafr WITH THE RmUIREMENTS HfREIN. / i i -------·· !--- IRVINE RANCH WATER DISTRICT GUIDELINES FOR RECLAIMED WATER USE TIE~ GUce..te I-IA'VE E!S!N E&"'AAl l8E> BY IR\IN! RAHQ-1 W.~ ~ H ~ wrrM 'n£ ~ ocutm" 1-EAL'?M c:e"'Alitn"ENT Ate i,.e &.ANTA ANA ~JOMAI. WAltR. GUALITY ~ eo.ARD. 'Tl-E'r' ARE TO F'flCVCE -n.E W F "'-U ZOSR t'al: ii-E USE OF R:CI.Al"l:D llL6.1ER IN.~ MIGrATIGN. TO Gll"l:RA'TE TQR 6"1'&1El"I N COl"F'Lw-.t:E wm-111-ESE ~ Yc;U l"IJ&t- L lliRICiAn::::iH l!Ellll:EN. 1J.E 1-l'.::11.N OP 'k:>O' P.H. AHO k:lO AM. CJt-L Y. Wo\'TEJUti o.tr&CE TM!& TtE FRAt-E M.l&T eE C'ON! HAN.IAU.Y Wm-I GILALFEC> ~ ~ ~ ~ &'Y'&115H eM.41.L AT .aN'T" ft£ eE LS=1' LHA.TT&ll::EP ~ ueE CUT60E 1H:i NOIIIMAl.eo-mLE 2. RRtliATE IN A~ mAT ll.lJ.. Mffl1!Ze ~~AM,,~ 'TI-E Al"F'U:::ATIGlN RATE e+-WJ.. Ni.7T' E)C:fD Ti,E tA..'?R,AT!a{ RAlE OP TIE 501... Tf"E!i!& l"'U5T EE ADAl&tED eo ,1,6.TO EE a:t"f"A'fE,U; WltH ne 1.alEST eoL N=LTR.A'TDII RATE PRE!ENT:----1 1141& ~ K,11,Y !!IE FACUTA'fm l!5Y 1l-E e=FICENT 6Q.ECtU,6 OF-11-E AlTOMATC cct:l'RGL. CLOCK&-, (LE., 8'1R.011N6 Tl£ AEl"'E4T FUt,t:n:;.'N TO ellQ£:AK LP Ti-E TOTAL f.RIGATJON TM: Nl'O rn fl..U.T WU F'RGI IOTE l"IAXll'1Jl'1 BOL !at 1-I UN/,. S. AD.J.J!.T el"'IQAT I-EAl:llS TO B.HNAtE ~y ONTO .AREAS NOT LN:::ER Tl-E caNTROL. OF 11-E CU&~ FOR EXR'll"'1.E, f"'OC)I. i:=et:1<6. l"'RWATE PA.Tree,, &T'Rl!£TD, AN0 ,..rre,1•1 !"'e 4. ~ Ale M.\NT~ 1J.E 6Y&1'EH TO HNl"'l\IF Ri1 I El-cT ~ MA'f!RIAL FAI.Ufi£ ~ ~ l-l!.4.Cle, ~. lNIIS..IAa.E VALYl!&, l!T'C., eMClJLD el! fll!!PAIIIE> NJ 800N A& 'n-E'f ~ APP~. D.. e:iu:::A'TE ALL MA~~ Q.I A CONTNJOU& !!l,4,9,, OF 'Ti-E ~ OF N:CI-At'ED WA.Tat, AND 'TIE i=ACT TI-IAT rr 15 NOT' ~ F'Oll2; CIRINKNG-~ G1vEN 11-E f.llGiM ~ RA'IE. OP~ N TI-E ~ NXl&lR'I", rr I& l"F'ORT'ANT 11-iAT 'fl.{I& N'Qlliltl,,6,TIGN EE DSl!iEJ"llNA'fS) CN AN AU"IC6T PALT l!!l,A86. IT e Ta.I, 'J1.E ~ OONTR.tlCTOR, IJI.IO B ~ 11!15.E FOR EtlLCATNGo EAa4 ,tJrtC E'v!:R'I" ote OF-TOUR El"F\.O'fEE8. 6. OBTAN PRIOR APPAOv.AL R::1A ALL~~ LI\J"I:¥& AN) MOC>FC4.TICNB, TO .4Nr" ON8n'E ~Lrre&. eual Cl 1.1\J"leia NJ&T !IE et.eM1TTEl;l TO, AH:>~. J!ll n-E Demt:=r 1!W:iN!l!91111-b Oflfll::2 N.aD otekllt!C> IN ~ Ulfn.l ~'ffltt::r &TANDAll:C&. FAL..1.R: TO o:::N"LY tun'M ..W,-iO!II! AU. O!= TIE~ (il.Jce..te fl'U\'& 'T'c21l 6'1'e'TEM N VIOLATION a: ne De'TftlCT'6 PUa A>C> Pe:il.LATICNe, A>C> WU.. Fell.LT 1H lSiU-INAn:::iN QF eERvl::E UHTIL 'Tl£ ..U I FWAIL4TE C 4 ZTIYS 61£!1le HAVE eeel T~ IRVIM! flll:ANa,I lllA'TBlf: Dl&tRICT FEl!.e 'TM4t 11-1:: l!e&IT& to l!!E rm!VID ~ ne &! h eu Al"PU:!ATION OP~ WA'Tl!Pt M!R1t H ~TN:i fllEGIJl!re Eff& THAT HAVI!! 1!11!1!N l!M'Aell!M!'O. fl YOU MAW ANY Cll!MION&, otrt P 111:! C4N el= OP ANY' Aeel!oTA>-t:::I:, F'IJ:AeEt 00 NO'I' 1-elrA'TE TO CAU. OUR MklATt::::iN WATER C'.iRC\P (!1,1.'!) ~- LANDSCAPE REPAIR AREA- RWQCB REQUIRED INFORMATION 1<J DIE AV'l.ffJl'Z NUMBER OF PE0PLE AT THIS USE srrE ON A DAILY BASIS. B) BOUNDAR1ES 1tl 'THE. PROPOS£O USE SITE. FOOlPRINT OF Nfi FJCIIJTIES ON nu: PREMISES,, DRHC1G WATER FDUtffllNS, Al«I Nff Rtc't'ClED WATER OR POT.AB!..£ WA'IER IMPOUNCMENT TO SE USED, C) Tl£ PERSON OR PERSONS RESPONSl!l.E FOR THE OPt'R-'TIOH OF iHE REC'l'CI.B1 WA1ER SYSTEM AT EACH USE AREi.. 0) THE SPECIFIC LISE TO B'£ MADE OF THE REC'l'CUD WATER AT EJICH USE NtEA. E:) ntE IAETHODS TO 8E USED TO ASSURE THAl 'TH£ IMS'TAl.lATION N«li OPERAllON OF 'THE Af.C'l'CLED WATER S'l"STBI W1U. NOT RESUl.T IN CROSS C0M'iECTIONS BEfWEEN DIE RmtCL.ED WATER AND lHE POTRI.E WATER PIPING SYSl'El,tS. DESCRIBE. THE PRESS\RE mlT DONE BEFmE INST.IUATIDN DF lHE MElUl F) PIPE LOCATIDNS OF 901H REC'l'ClED WATER Nil POTAEI.E S'l"STEMS, OR BRIEF EXPLAA,\TION FOR iH£ EXCLUSION OF S'tSTEM NOT SHOWN, REPAIR & OR REPLACE EXISTING IRRIGATION SYSTEM CIRCUrrs TO OPERATE WITH HEAD TO HEAD COVERAGE (MIN.) USING SAME MANUFACTURER, HEAD TYPE, OR APPROVED EQUAL. HEAD SPACING TO BE REDESIGNED TO ELIMINATE OVER SPRAY ON TO HARD SURFACES ADJACENT. ALL LINES TO BE SIT BELOW GRADE, HEADS AT SLOPE TOP TO BE POP-UP TYPE. RECONNECT TO EXISTING VALVES AND INSURE PROPER AUTOMATIC OPERATION. IRRIGATION CONTROLLER ® RAINBIRD_JJ_STATION, ESP-SAT IN A 24" WIDE, "MITERED", STAINLESS STEEL, PACIFIC TECHNICAL SERVICES STRONG BOX ENCLOSURE MODEL NO. SA5-RB1 -12/FS-200/MSRP /LPP/MPR WITH MASTER VALVE RELAY (WHERE APPLICABLE), FLOW SENSOR, MAXIMUM SURGE PIPE, AND UNE PRIMARY PROTECTION ASSEMBLIES. SEE DITAIL_Q__, SHEIT-21_. _CONTRACTOR_Sl:/ALL_VERIF:'CELECTRICAL.STUB LOCATION AND INSTALL CONDUIT SWEEP THROUGH PAD INTO STRONG BOX. CONTRACTOR IS RESPONSIBLE FOR FINAL POWER CONNECTION(S). IN ADDITION, CONTRACTOR SHALL PROVIDE A GROUNDED WATERPROOF OUTLIT WITHIN STRONG BOX. INSTALL AUTOMATIC CONTROLLER ENCLOSURE ON A CONCRITE PAD 3':c-0" LONG, 2'-0" WIDE AND 6" DEEP. CONTRACTOR SHALL COORDINATE FINAL CONTROLLER(S) LOCATION WITH THE OWNER. SEE ADDITIONAL IRRIGATION NOTES. UNITED GREEN TECH 23372 SOUTH POINTE DRIVE, SUITE B LAGUNA HILLS, CALIFORNIA 92653 (800) 427-0779 CONTROLLER LOCATION NOTE CONTROLLER TO BE LOCATED IN THE PARKWAY AT THE MACARTHUR/FAIRCHILD INTERSECTION. CONTROLLER EXACT LOCATION PER KFM ENGINEERING PLAN. OWNER: CENTERPOINTE BUSINESS PARK MANAGEMENT COMPANY: CHARLES DUNN CO. CONTACT: GAIL ROBINSON (562} 795--6900 CENTERPOINTE BUSINESS PARK CONTROLLER ALL VALVES WITHIN THE REPAIRED LANDSCAPE AREA LANDSCAPE MAINTENANCE COMPANY: TERRA PACIFIC TO BE CONNECTED TO THE EXISTING CENTERPOINTE CONTACT: KRISTEN PARKINS, ACCT. REPR. SCOTT WALTZ, CONSTR. MGR. CONTROLLER. CONTROLLER LOCATION TO BE VERIFIED IN THE FIELD. PHONE: (714)567-0177 IRRIGATION LEGEND HEAD SYMBOL LEGEND MAKER MODEL NUMBER-DESCRIPTION NOZZLE ~ ..0.. J]l_ RAINBIRD T-BIRD 6" ROTOR POP-UP WITH RAIN CURTAIN(SAM) T-6C-FC/PC-T40-1.5-RC ;to( .ti. .lll RAINBIRD T-BIRD 6" ROTOR POP UP (SAM) T-6C-FC/PC-T22-1.3/.65-RC ~ l'.ll Cl RAINBIRD 1806 SAM PRS 6" POP-UP TURF SPRAY U-15F.U 15H,U 150 0 Q ,, RAINBIRD 1806 SAM PRS 6" POP-UP TURF SPRAY LOW ANGLE 1DF-LA,10H-LA,10Q-LA (10VAN) : RAINBIRD 1806 SAM PRS 6" POP-UP TURF / SIDE STRIP 15SST SI DE STRIP RAINBIRD 1806 SAM PRS 6" POP-UP TURF / SIDE STRIP 15EST END STRIP 1,-\ l'il RAINBIRD 1812 SAM PRS 12" POP-UP SHRUB SPRAY 18VAN . ... . 12" 15H,15Q (15VAN IF REC'D.) 1..-li RAINBIRD 1812 SAM PRS f()P-UP SHRUB SPRAY . . @ lo\ )9\ RAINBIRD 1812 SAM PRS 12" POP-UP SHRUB SPRAY LOW GPM 12H,12Q (12VAN IF REC'D,) '+' "f RAINBIRD 1612 SAM PRS 12" POP-UP SHRUB SPRAY LOW ANGLE 10H-LA. 10Q-LA(10VAN) "' 'i' RAINBIRD 1812 SAM PRS 12" POP-UP SHRUB SPRAY LOW ANGLE SH, BQ (BVAN IF REC'D.) ~ ~ RAINBIRD 1812 SAM PRS 12" POP-UP SHRUB SPRAY 5F,5H,5Q \ 4VANJ Iii RAINBIRD 1812 SAM PRS 12" POP UP SHRUB SPRAY 15SST SIDE STRIP Iii RAINBIRD 1B12 SAM PRS 12" POP-UP SHRUB SPRAY 15EST END STRIP ~ l!l ~ RAINBIRD 1812 SAM PRS 12" POP-UP STREAM BUBBLER 5H-B, 5CST-B, 50-B SEE IRRIGATION DETAIL SHEET NO . .2L IRRIGATION LEGEND SYMBOL LEGEND MAKER EB CLA-VAL ~ GRISWOLD H I NBC 0 H MUELLER NELSON WATTS m RAINMASTER • RAINBIRD --------APPROVED •••••••• APPROVED -, APPROVED APPROVED PROPOSED IHI PROPOSED [el CARSON --······ MODEL NUMBER-DESCRIPTION PRESSURE REDUCING MASTER VALVE MODEL 93-01 G/BCHSY-KC NORMALLY OPEN WITH 30-300 PSI PRESSURE ADJUSTING RANGE. 2000 SERIES REMOTE CONTROL VALVE, SEE PLAN FOR SIZE -.. TE VAl.!IF. T 111, 2 & SMALLER GA A-2360, 2½" & LARGER GATE VALVE 7600 SERIES-3/4" QUICK COUPLING VALVE W/ PURPLE LOCKING COVER, KEY AND LOCKING TOP WRENCH MODEL# 316SS BASKET STRAINER W/ 20 MESH STAINLESS STEEL SCREEN. EVFM FLOW SENSOR ESP-SAT SERIES CONTROLLER MOUNTED INSIDE ENCLOSURE. SEE PLAN FOR SPECS PVC CLASS 315 MAINLINE, SIZE 2" OR GREATER PVC SCHEDULE 40 MAINLINE, SIZE LESS THAN 2" (2)6" & (1)4" PVC SCH 40 SLEE.YES PVC SCHEDULE 40 LATERAL LINE, SEE PLAN FOR SIZE ELECTRICAL SERVICE PER KFM ENGINEERING STREET IMPROVEMENT PLANS 1" NON-DOMESTIC WATER METER PER KFM ENGINEERING STREET IMPROVEMENT PLANS 1419-138 INDUSTRY PULL BOX MARKED 'ELECTRIC' W/ 36" EXPANSION LOOPS IN BOX, lYP. CONTINUATION OF LATERAL OR MAINLINE, REFER TO ADJACENT MATCHLINE SHEET NO. PROVIDE MAINLINE CAP FOR FUTURE USE PUil. BOXWITH CONTROUERWlRES CONTRACTOR SHAl.1. PROVIDE A PUU. BOX Wffi-i 4 EXTRA CONTROL WIRES ANO ONE CO~MON WIRE WITH 36" EXPANSION LOOPS. PATTERN 360" 180" eD· 2.2D 60" 180" eo· 1.32 360" 180" so· 3.30 360" 180" 90" 1.44 q,'x28' l4'xi4' 360" 180" 90" 4.86 . 1 so· 1BO" 90" 180" 90" 180" 90· 360' 180" 90· .27 wx2•· 4'x14' 1 ao· 2'X10 90· 1.00 SHT./DETAIL 21/ C 21/ C 21/ D 21 D 21 L 21 K 21 J 21 G 21 B 21/ B 21 21/ B N/A N/A N/A N A N A 43.2 GPM 2.2012.20 1.32!.65 1.65] .83 .72 .36 1.10 .56 2.43 1.2. .83 1.20 .60 .72 .36 .41 .27 .13 .07 1.10 .56 .50 .50 0) PSI 45 45 25 25 25 25 25 25 25 25 25 25 25 25 RADIUS 31' 22' 14' 9' N/A N/A 17' 14' 11' 9' 7' 4' N/A N/A 5' ' • DETAIL F F E E E E E .. E E E E E E E A ·AS-BUILTS NEW WATER METER ADDRESS 19762.25 MACARTHUR BLVD. CITY OF IRVINE P.O.C. 21±38 METER SIZE:....1'.'... NON-DOMESTIC SERVICE STATIC PRESSURE IS 109 PSI AT P.O.C. :-:~::.::>;i\:~:== : -) VALVE BOXES (NON-DOMESTIC) ALL REMOTE CONTROL VALVES, GATE VALVES AND PRESSURE RELIEF VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS, COMPLETE WITH LOCKING PURPLE COVERS. ALL MINIMUM PSI REQUIRED 88 B PSI MAXIMUM DEMAND 32 GPM GROSS AREA IRRIGATED Q 25 Ac (ACRE) ESTIMATED YEARLY WATER REQ. .51 AC-□ (ACRE FEEi) NON-DOMESTIC WATER SIGN PER DETAIL f', SHEET 21. CONTRACTOR SHALL POST NON-DOMESTIC WATER SIGNS IN ENGLISH ANO SPANISH WHICH STATES: DO NOT DRINK NO TOMAH TH!S SITE IS IRRIGo\TED ESlE WGAR SE DEGA Wl1H RECLAIMED WA'lER CON AGUA RECICL'DA IN AN ONGOING EFFORT 811 UN ESFUERZO PARA TO CONSERVE POTABl.£ CONSERVAR AGUA WATER, POTABLE, OR PER 1.R.W.O. ON-SITE N01ES. SIGNS ARE AVAILABLE FROM HYOROSC,..PE PHONE: (714) 951-8827 fAX: (714) 637-8534 ..I 1 " PREPARED BY, L/C NOTE 1: THE IRRIGATION CONTPACTOR Sli',LL FLUSH ANO ADJUST .M..L SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL DVERSPRAY ONTO WAl.KS, STREETS, WALLS, ETC. ll-llS SHAl...1.. INCLUDE SELECTING THE BEST DEGREE OF ARC AND/OR P.ADIUS OR NOZZLE AAD/OR PRESSURE COMPENSA11NG: SCR~ TO m EXISTING: SITE CONDITIONS. APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTlONS TO !RVINE PANCH WATER DISTRICT (IRWD) FACIUTlES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICES GROUP, FOR SPECIF!C REQUIREMENTS FOR OBTAINING SERVICE CALI. 1863 (949) +53-5300 PLAN CHECK ND•-~~~---- ONSITE APPROVAL __________ _ DESIGNED EV ~~----------- CLARK AND GREEN ASSOCIATES 150 PAULARINO AVE., SUITE 160 COSTA MESA, CA 92626 CHECKED MG DRAWN EV DATE 4/7/03 DATE BY DESCRIPTION REVISIONS ~ SHALL BE CARSON OR AMETEK OR APPROVED EQUAL, AND SHALL BE MARKED "R.W.", INDICATING CONTROLLER AND STATION NUMBER FOR CONTROL VALVES WITH 1" HEAT BRANDED LETTERS. MAINTAIN 18" DISTANCE FROM ALL HARD SURFACES. ( SCALE: 1 "=20' IRRIGATION PLAN MACARTHUR BOULEVARD AT JAMBOREE ROAD CllY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5808-S SHEET 19 OF...XJ..._ V I)( C D ' v ,,.-------SIIDE!l/,6l,.tc:, o.Ral, WAI.I., ETC. ,,.--!~IND FI..A&TI:: VAL.YE SOX Wm-I LOCKING ~ I APB FP WITl-4 311 J-tr. tEAT SRANCEC>_ LEI :a w. -D ex: n __,,,-:-rlNl!lM CiRADEITOP _Of l"I..I.CI-I_ ,,.--G:a.llCK-ca.F'LNG VAi.YE WI Flf1FI.E LOCKING COYf3'<, t<EY 4 1.0CKING TOP lll<!ENCI-!. -TO IRRIGATION Fl.,IN FOR MAl'U'ACIIJIIIIE!lt AND MOCel.. 314" SIZE 19RAe5 NF'PIJ: (!J!NGTM .at!> "'8:.I.IIJl<ED) &' MINll"'IJM DEPTH CIF 3/411 IIMSI EP PEA GRAYB.. PYc: eo; -10 Sll<EET ELL .,.,---f:lRIICKSTAeLIZER ~--------F'YC eo; -10 ELL .,_ ___________ CM foCI I AR (36° l.ENGTI4'.l UJ/ NOTE• -ru.t:, t1) &TAINU3l6 &Tel. GEAR ct.AMF& OR B211YALENT eut I Oi<I 6Y&TEM 1. R.l<!Nl!ll-l FrTTINc.5 AND PPING NOMINAL.I..', .. SIZED PENTIC.OI.. TO 1'l::ll'11NAI.. QUICK co..Fl.n-kis VALYE INLET SIZE. 2. Al.I. 414 ! E2 AR •~• 1-iCOK& StAeLIZER& 614AU.. el! 1-lOT 0PPED <'l,,11.VINIZED cot-FOIO!Mn-kis TO Ae"IM 123. CONTACT• 00N PAGANO 6 V.LT. PRO!?IJCT& K000ll2S-1314 L QUICK COUPLER K FLOW 5EN5OR MASTER CONTROL VALVE 6A5KET &TRAINER 5TAINLE55 STEEL ENCLOSURE UNION (TYF.) F .. G. BASKET STRAINER DETAIL EVOLUTION DX2 • fL□ld SENSOR lNSTALLATI□N lllRECTl□N OF FL□..,.._.._ EXAMPLE• F□R 3' FLC'w' SCNS□R,DIME:NSI□N 'A.' MlNIMUM 30" DIMENSI□N 'B' MINIMUM 15' Upor, c:or,pletlor, of the physlc:o.l lr,sto.Uo.tlcn oF the flow sensor, CCIMple'tt.' the wiring c:onncc:t!on froM the flow sensor to the DX2 controller by f'ollowlng the procedure below, 1. TURN THE POWER Off A.T THE CONTROLLER 2, At the Flow Ser,sorI ,. Conr,ect the BU.CK wire-of the F'low Sensor to theBLACI< wire of thenEV-CAB-SEN , sensor c:o.l';ile, Connec:t the WHITE wire of" the F'low Sensor to theWHITE wlra of the"EV-CAB-SEN" , s.-nsor c:o.ble. ll!Use the 11eotherproof' conn .. ctors provided wl-th the now S1msor to Milke the splice, 3, At the c::ontl"'O\ler, Connect BLACK wire of "EV-CAB-SEN" to"INPUT ·1 -" of -the SENSOR TERMINAL BOARD (PC-DX2ST>. Connec:t WHITE "'Ire of"EV-CAB-SEN" to"INPUT 1 +" of' -ttie SENSOR TERMINAL BOARD (PC-DX2ST). 4. Turn POWER ON o:t. ttie Con-t:roller, S. Se-t 1:tie Rs1.tn Mi,.ster 'K' o.ncl '□F'rSET" vo.\ues for -the F'low Sensor o.t the c:ontroller bo.secl on the type o.nci size of! the now Sensor lnsto.tlad, REFER T□ THE TABLE PROVIDED \,/ITH THE FL□'w SENSOR FDR CORRECT "K" AND "OFFSET" FDR YOUR APPLICATION. D\JG FS10B RAIN MASTER IRRIG/\TIDN SYSTOf&l3~!HDJ SURVCYCR IWCNUC, Sli'!I V/lilLE:Y, OA ~J063 B:l5-5~7--H'Jll j FLOW SENSOR DETAIL " MIN. CLEARANCE ..... -Fv,c CAP (TYPICAL) ~-PAVING 18" IN. 24" rAX. NOT!$• I. .ALL PvC IRRIGrATION Sl..EEVES TO eE PvC SCI-I 40 PIPE. 2, .ALL JOINTS TO l3E SOLVENT UJEl.PED AND WATERTIGHT, 3. llJl-lElolE Tl-!ERE IS MOFilE TI-IAN ONE SL.l=EVE, l=X1END Tl-II= SMALLER SL.l=EVE TO 24-INCl-!l:S MINIMUM ASOVE FINIS!4 GRADE. 4. MECI-IANICALLY TAMP TO$% PROCTOR. IRRIGATION SLEEVING T'tPIIW. WIRE CCI SEC IION DETAIL T'tPIIW. WIRE CONNEICIION DETAIL NO, -400 (IWeR> Wi'i£ <X>N>e::T""' D31170 NO. -IOI IBCOTCIL<lCK co,,i,a;1a, N0.!!1176) D31171 N011> -llllOE BllSI "'>.14, NO.U AND NO. 10. N011>.,,,. Wl'IEl!l em~ 1llAN NO. 10 GJ!lE MN....., 14 MJOE UR; ~ e.ASEll<la<Et<Ma0 El4> 0F Wl8 l!1EE.J ;--!====:Ci ~'.::t-:J==== c~ lLR!!, ..J I I ~ tl''t4lEL.Y M• """1 END& ,c&rr<F'Wl'IEl!l-ta.Y1!,/8'"""""1!>C> l!1EE.J lliE..l .5llie..l! 'IUJl!T TOGETIS< Ye.Al.ER TOc::ioJTSa OF-FIJI:.. CAVl1Y um-1 eeAl!R ~11 -'--Fur Qill10 fll..EE\'E <MaO IUIOIE 91:>& CRI-P e&..E&'E AN) arr G'f!= ~ UR !!SA:> FEN-TnE WR£ CCNECT'CR .&IEe.2 ~ Ii• l URIIP 0F'EN el> OF-!'ACK WIIM TAI'!! (A>I> 1£A',£ N RAl!B> FOOW,::W LNrl. IBN ,EJ.6 ~Ta.Y &11NJll3>AT 7T f1 CONTROLLER WIRING/SPLICING @illti:imfillWurif1 .. Pec:Jestol Instollotlon Deto.ll t-------28''------I I I r V-Co.b-Con E c:able If o.ppilco.ble 1• conduit C \73 > Ground llj,Clo.l'lp <Bronze) _J_ 2' I Ii " Mounting, Pc.d I 90"Sw eep Ste.tic ns 25-1,B lc::nl:lle I • BOLT TEMPLATE i-i3,55 I 1-7'--I 1 • FRONT 12' Apnrt < r.lf nppl I -----i -, 110V -3,3' Co Power S1,.1pply ' 5/8,. X 8' Long -90• Sweep _J pper Ground Rod Stntlons 1-24 N□TEi A) 37• Top Lid Closed, 49' Top Lid Open B) 15.3' Door & Lid Clo5ed, 30' Fr-ont Door Open C) 15.3 Door Closed, 16,3 Front Door □pen DWG EV10A IU.IM MASTU !RRICATlON SYSTEMS ~ 1825-103 Surveyor Avenoo, Simi Volley, CA 93063 • 605-527-4498 RAINMASTER CONTROLLER DETAIL F E ' z r:: ti) FINISM GRAClE --ROTOR f'Ol"-1.1" Si=RINKl.9'!• l'<E!'a'i! TO IRRIGATION Fl.,IN5 FOR TTPE PYc: eo; eo Nll"F'l-l= CLENa.1'!-1 Ae l<EGIJll'<ED) ---PYc: SCI-I -10 El.I. MAF<I.EX&ll<EETEI..L F'YC eo; eo NIPPLE ------(!J!NG1'!-I Ae l<S::IJIF<EC>) MAF<LEX &ll<EET El.I. F'YC SCI-I -10 'IEE OR El.I. F'VC I.Are=?AI. PF!; PEI'! FwlN ROTOR POP-UP SPRINKLER ± 111 ' z r ----Y POP.I.JP 6PRINKU:R kl.I LR .~ IFi!fi<ICirATION PIAN$ FOR !30DT AND NOZZLE &PEC. ..---FYC ea-I 00 NIFFLE (LENc;Tl-1 M Rl=QJIRED) ---FYC $Cl-I 40 EU. ---M,dRL.EX 81'ffl=T EU. --PVC 60-I 00 NFPl.E (LENa,Tl-1 M FlEQ.JJRED) MAl<!.EX 5~ EU. FYC &cl-I 40 Ta: OR ELL PVC LAlERAL PA; F'ER PIAN SPRAY POP-UP SPRINKLER / MIN./ ,,------,SIDSIJALK, a.IRS, WALL, ETC. _,,-,--•ROUND PLASTIC VALVE 60X WrTl-1 LOCKING! COY!:1-! LA6ELED WrT!-1 311 /.IT, 1-!EAT SRANDED LETTERS -II <!IV II __,,,--,FINIS!-1 ~OF' OF MULCI-I _,,,--,GATE VALVE REFER TO JRR!Ci,,ll,TION PLAN FOR MANUFACTURER, LINE &IZE TYPICAL .--1BRAS&UNION __,--,611 MINIMUM DEPTH OF 3/4" WASI-IED PEA GRAYS.. __,,,--BRICK STABILIZER Valvo Boxes: Pla.sile box with locld.De cover, Camon Indu!rlrles, Ametek, or equal, a. Romote Control Valvee: '0-1/2 inches by 16 inches by 11 inches Model 1419-12B. Embo1111 valve Milon numbe:ra on lop of cOTer. b, Ge.to Valves: 10-1/4-inch diameter" by 10 inches Model 910-1211. D BALL VALVE DETAIL PREPARED BY• DESIGNED EV AS-BUILTS CLARK AND GREEN ASSOCIATES 150 PAULARINO AVE., SUITE 160 STA MESA, CA 92626 PHONE (714) 434-9803 CHECKED MG DRAWN EV DATE DATE 4/7/03 ,,---'PVC 6CI-I 00 ELL Valve Boxes: '--'PVC HAINl.lNE FIFE, ~ PL.AN "--'Pve SCI-I 00 TEE OR ELL '--Pve 6CI-I 00 MA.LE TOE NIFPLE '--'Pve 6CI-I 00 UNION $LIP/SLIP '--'PVC LATERAL FIFE Plastic box "lrith locking cover. Cal'l!lon lndu!Jlrien, Ametek, or eque.1. -----.&" MINIMUM Dl:P11-l OF a. Remote Control Valves: 9-1/2 illohee by 18 inehen by 11 inches Model 1-419-128. Emboss valve station number11 on top of cover. b, Gate Valves: 10-1/4--inch diameter by 10 inchee Model 910-12B. WASHED PEA GRAVEL C B A BY ,. '"'' REMOTE CONTROL/MASTER VALVE DETAIL e=ctlON YEW MANLNE, LA11:RAL, MAINLn-E LATERAL PIPE WRING IN CONDUIT AND WRING IN FIFE TI-IE &AME ~ --TO eFe:::R:ATl<:::t~ f'OR PFE BRIA!.. CE!"™ RUN WRING-St:Nl:ATl-1 AND eESIDE MAINLINE. TAFE AND BUNDLE AT IO-FOOT INTERV.dL$, NOTEe,, FLAN ylEl,I) TE A 24-INCI-! LClOF' IN AU.. WRING AT Cl-lANaoE6 OF DIRECTION CF 30• OR Gl'<!=AiER-UNTIE AFTER AU. CONNECTIONS 1-!AYE eeN MADE. I, eLeYEMii,,,.ea.ow., AU. HIIF!DSC'dPE El.EMENT!l WITH 5CI-! 40 FVC TWICE TI-IE Dl,Qf·E I Ek OF THE PIFE OR WIFUO BUNDLE WIT\-IIN. 2, FOR FIFE AND Wll'UO SURL<l.L DEf'TI-15 SEE SFECFICATION&. '3, F<L3 LR TO STANDARD SFE'CIFICATION NO, 1160 FOR PIPE AND WIRE euRL<l.L DEf'Tl-1& UNDER PAYEMEl'-rr. TRENC!-1 ING / o&" MIN. ------------WAL!.. (IF APPLICABLE) -Ill mm--,,-, - __,...--SI-IRU6 NOZZLE OR 6Ue6l.ER PER IRRIGATION PLANS _------PLASTIC &I IF" '6 4DAPTER RAIN 61RD MODEL PA-eS FINISH G/RADl:,'TOP OF MULCH AT 51-lF<UB NOZZLE CONDrTION _----UV RADIATION RESISTANT Pvc SCI-I eo NIPPLE CLENGTI-I A5 REQUIRED) .:•t· -. ' 1 -11,-:11- ,U __,...--PVC SCH 40 ELL -,,..,,.---PVC SCH 40 MARL.EX STREET ELL ------112-INC!-I PVC SCI-I eo NIPPLE <LENGs Tl-I AS REGUIR!:DJ __,....--PVC 5CH 40 MARLEX STREET ELL -ic--~~~s~::__ SI--IRUB R !SER DESCRIPTION REVISIONS -----PVC SCH 40 TEE OR Ell ~--FVC LATERAL FIFE, FER FLAN IRRIGATION DETAILS CITY OF NEWPORT BEACH MACARTHUR BOULEVARD AT JAMBOREE ROAD CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5808-S SHEET 20 OF~ 1--\ .., ..., -- 7 I v ~ C 0 1 v L K J NOTE: FINISHED GRADE IN TURF AREAS ,-------10 INCH DIA. ROUND PLASTIC VALVE BOX WITH BOLT DOWN COVER. USE STAINLESS STEEL BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. BRICK SUPPORTS {3 EACH) BRASS SWING JOINT WITH 2 BRASS STREET ELLS, A BRASS ELL AND 2 BRASS NIPPLES. HORIZONTAL NIPPLE SHALL BE 6 INCH LONG, VERTICAL N!PPLE, LENGTH AS REQUIRED. SIZE TO MATCH QCV INLET. ~---PVC MAINLINE AND FITTING "------------#4 i< 36 INCH REBAR STAKE '-------------w\NDSCAPE FABRIC ~-------------3I4 INCH DIAMETER ROCK, SECTION VIEW~ N.T.S. 6 INCHES DEEP TO BOTTOM OF VALVE USE TEFLON TAPE ON ALL THREADED FITTINGS. QUICK COUPLER KEY MUST CLEAR VALVE BOX. WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTOM OF BOX TO COVER ALL OPENINGS. Standard Plan No, 508 QUICK COUPLER NOTE: ~-------FINISHED GRADE IN TURF AREAS ~-----RECTANGULA.R UTILITY BOX PLACED AT RIGHT ANGLE TO HA.RDSCAPE EDGE. 4 INCH AND LARGER ASSEM3UES MUST BE INSTALLED IN A COJ\'CRETE VAULT WITH SPR!NG LOADED METAL DOOR, BROOKS PRODUCTS OR EQUAL SMALLER ASSEMGLIEG SHA.LL BE PLASTIC WITH SOLT DOWN COVER. USE STAINLESS STEEL BOllS, NUTS, AND WASHEHS. HEAT BRAND OR WELD "PDC'' ONTO COVER. " FINISHED GRADE IN SHRUB AREAS---~ 3"DIA, OR41N BRICK SUPPORTS AT EACH CORNER GATE VALVE, 2 REQUIRED ~--3 INCH LONG BRASS NIPPLE SIZE TO MATCH INLET. 5 REQUIRED 2 INCH ANO LARGER ASSE:MBL!ES SHALL USE BRASS FLANGES IN LIEU OF NIPPLES '------PRESSUREREGULATO~ '-------LANDSCAPE FABRIC '--------TYPEVCEMENT,2500PSI CONCRETE PAD 4 INCHES THICK IlASl<ET STi~INEI{ '-------------P!PESUPPORT (GRlNNEL) '----------------3/4 INCH DIAMETER ROCK, SECTION VIEW-N.T.S. 6 INCHES DEEP WRAP LANDSCAPE F/,BRIC AROUND SIDES ANO BOTTOM OF BOX TO COVER ALL OPENINGS. Standard Plan No, 505 STRAINER/PRESSURE REDUCING: VALVE ~-------FINISHED GRADE !N TURF AREAS 1" ------12 INCH x 17 INCH PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER. USE STAINLESS STEEL BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE HEAT BRA~JO ''FS" ONTO LID. FLOW SENSOR I 'I -FINISHED GRADE IN SHRUB AREAS ~ PVC MAINLINE PIPE TO CONTROL VALVES BRtCK SUPPORTS '-----AT EACH CORNER LANDSCAPE FABRIC ~----------314 INCH DIAMETER ROCK, 6 INCHES DEEP ~------------------RED AND BLACK WIRES TO OUTPUT TRANSMITTER ~--------------------PVC MAINLINE PIPE FROM SECTION VIEW-N.T,S. MASTER VALVE NOTE: INSTALL FLOW SENSOR PURSUANT TO THE MANUFACTURER'S RECOMMENDATIONS AND WIRE TRANSMITTER TO THE IRRIGATION CONTROLLER, THE MAI NU NE PIPE SHALL NOT CHANGE SIZE OR DIRECTION CLOSER THAN 5 FEET UPSTREAM OR 3 FEET DOWNSTREAM OF THE FLOW SENSOR. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWNSTREAM SIDE OF THE FLOW SENSOR. 0 WRAP IJ..NDSCAPE FABRIC AROUND SIDES AND BOTTOM OF BOX TO COVER ALL OPENINGS. Standard Plan No, 509 FLOW SENSOR DETAIL NOTE: PAVING BASE MATERIAL CONTROL WIRES IN SCH 40 SLEEVE PRESSURE MAINLINE IN SCH 40 SLEEVE LATERAL LINES IN SCH 40 SLEEVE ALL PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' INSTALLATION SPECIFICATIONS. ALL MAINLINE, LATERAL LINES, AND CONTROL WIRES SHALL BE SLEEVED BELOW ALL HARDSCAPE ELEMENTS WITH SCH 4D PVC, 2 TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. DEPTH OF SLEEVES, BACKFILL, AND COMPACTION OF TRENCH SHALL BE IN ACCORDANCE WITH STANDARD PLAN NO. 223 FOR CROSSINGS OF STREETS AND SHALL BE IN ACCORDANCE WITH STANDARD PLAN NO. SOD FOR CROSSINGS OF PARKING LOTS, SIDEWALKS, OR OTHER HARDSCAPE ELEMENTS. HORIZONTAL DIMENSION BETWEEN SLEEVES SHALL BE A MINIMUM OF 4 INCHES. Standard Plan No, 500 IRRIGATION SLEEVING: f--------LOW VOLTAGE WIRES, 3 MAXIMUM ,------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE """1=1!=1,,=;,,;,-------CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE Ill-~-----POLY TUBE PRE-FILLED WITH WATERPROOF GEL ~ LOCK TABS PREVENT WIRE REMOVAL / ONCE CONNECTOR IS INSERTED I~-------SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 112 INCH OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ON TO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS Standard Plan No, 510 WIRE CONNECTOR -·~·· STAINLESS STEEL FLIP TOP LID. SHOWN IN OPEN POSIT!ON CONTROLLER ll '" 1) ~®')'~ ~ STAINLESS STEE 16 INCH WIDE TOP-ENTRY I __l CONTROLLER ENCLOSURE (g- NEMA 3R RAINPROOF RATED 1 ~m m FLOW SEN"SOR OUTPUT • -' TRANSMITTER WITH PULSE I ' DECODER AND SENSOR -~ DECODERS AS REQUIRED ! ¥ ~-, I POWER SWITCH AND GFCI RECEPTACLE --,.,v . ------T·, .. ~~ .. , ... ' ,· ~ DUAL HYDRAULIC PISTONS SUPPORT LID OPEN CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38•H x 16"W X 15.S"D TERMINAL BLOCK FOR COMMUNICATION CAGLE TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION STAINLESS STEEL, U.L, LISTED, PREDRILLEO, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL NOT SHOWN, FINISHED GRADE '-f1=111 ill=\:'._ • . , '.·•·· ll 11_:.n --.i.J\ 'a ' 2500 PSI, TYPE V, CONCRETE PAD 19" X 19" x 12' OEl:P. SLOPE EDGES TO DRAIN. NOTES: T l 3 INCH MIN. PVC CONDUIT FOR CONTROL WIRES TO VALVES 11/4 INCH PVC CONDUIT FOR COMMUNICATION CABLE TO OTHER CONTROLLERS 1 INCH rvc CONDUIT/SWEEP FOR GROUND ROD CABLE 1 INCH PVC CONDUlT/SVVEEP f'OR FLOW SENS011/MGV Wlr~.ES 11!4 INCH PVCfON"DUIT/SWEEP L FOR ELECTRICAL SERVICE 5.rB INCH DIA. x S FOOT COPPER GROUND ROD W/#10 GROUND WIRE AND CLAMP IN 10 INCH DIA. ROUND PLASTIC VALVE BOX WITH BOLT DOWN COVER. USE STAINLESS STEEL BOLT, NUT, AND WASHER. HEI\T BRAND ~GR'' ONTO LID. A.LL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. CALIFORN!i\ ELECTRICAL CODE. CONTROLLER, ENCLOSURE, AND ALL OF THE REQUIRED COMPONENTS SHALL BE PART OF A PRE-ASSEMBLED SATELLITE I\SSEMSLY. PROVIDE A SEPARATE 518 !NCH DlJl, x: 8 FOOT COPPER GROUND ROD, WIRE, AND CLAMP INSIDE CABINET FOi~ f::Lt:crn1cAL SERVJCE PlJHSUANT ro THE C/\l.lFDRM/\ ELECTRICAL c□oE. Standard Flan No,, ; lS CONTROLLER ENCLOSURE ~= 1--t----INSTALL WITH 3/8" STAINLESS REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ® STEEL BOLTS AT A MINIMUM • •• OF TWO LOCATIONS -LENGTH ••• AS REQUIRED, USE 1' DIAMETER ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) WASHER TO PROTECT SIGN. THAT ARE VISIBLE TO THE PUBLIC IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES WIDE. 1--,,_ ___ 1 1 / 4" GALVANIZED STEEL U-CHANNE~ OR BOX POST ,· -111 11 .• : I =I I ,-CONCRETE RECYCLED WATER WARNING SIGN N.T.S. FOR MINIMUM WORDING REQUIREMENT ON SIGNAGE REFERENCE THE ON-SITE NOTES LETTER "L". F REC'YCLED WATER WARNING: SIGN ~------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 1---POP•UP SPRINKLER HEAD ROTOR OR SPRAY TYPE liil Iii M ~w• 1 •wrn1.i,,,~_. • 1"2• -, ----INSTALL SPRINKLER HEAD 1,2 INCH I 111 111 ABOVE FINISHED GRADE IN SHRUB cijj Ill jj =111=11s ANDGRDUNDCDVERSAREAS i:-m m= rr=11i=111, ,m=111 rr w111-11 El ---NATIVE DR AMENDED SOIL !i,,lllmlll~ ~llmlllr NOTE: TRIPLE SWINGJDI\ST, WITH PVC SCH 130 NIPPLES AND STREET El.LS MALE IRON PIPE THREAD (MIPT) INlET AND MIPT OUTLf=T. LAY LENGTH m BE 6 INCHES MINIMUM. I SCH. 40 PVC SxSKT TEE FITTING ' LATERAL x SPRINKLER INLET SIZE LATERAL LINE INSTALL SPRINKLER HEADS 6 INCHES FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4 INCHES FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR SUI LC ING$. USE TEFLON TAPE ON ALL Tf-lREAOED FITTINGS t!OTE: ~-----tNSTALl SPRINKLER HEAD FLUSH 'MITH l"INISHED GRADE !N TIJRF AREAS 13-POP..UP SPRINl(LER HEAD, ROTOR OR SPRAY 1i'PE --JNSTALL SPRINKLER HEAD 112 lNCU 1= = :: Aaovr:: RNl!';HtD GRADE lff SHRUEI =m ffi_j ANO GROUND COVERS AREAS rn-111=111, 111 rn 111 m 111 \ ---NATIVE OR AMENDED SOIL =iTl:=:::ffi-1 r;_ TRIPLE SWING JOINT, WlTH PVC SCH 60 NIPPLES AND STREET ELLS MALE IRON PIPE TI-lR~D (MIPTl INLET ANDMl?TOUTLET. tAYLENGTHTOBE 0 NC HES MINIMUM. Sl2E PURSUANT TO SPRINKLER INLET, SCH 40 P\IC SXSXT TEE; FITTING LATERAL x SPRINKLER INLET SIZE I LATERAL LINE IN:3TALLSPRINKLER HEADS 6 INCHES FROM PAVING EDGE IN GROUND COVERAREA.S. INSTALL SPRINKLER 1-iEAOS 4 INCHES FROM PAVING EDGE IN TURF AREAS. !NSTALLSPRII-Jl<LER HEADS PLUM2. ADJUST NOZZLE STRE=AM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS, OR BUILDINGS. USC: TEFLOt,; TAPE ON ALL THREADED FIHINGS. 12" Pq:,-up Standard Plan Nos, 521/522 E SPRA'Y POP-UP SPRINKLER ~-----FINISHED GRADE IN TURF ARE:AS l!ll'lllllilllll --10!NCH DIA, ROUNO PLASTIC VALVE SOX WITH SOLT DOWN COVER. USE STAINLESS STEEL BOLT, NUT, ANO WASHER. HEAT BRAND 'GV' ONTO LID. ~ i:r ~ -FINISHED GRADE ~ • IN SHRUB AREAS r=m m 1!1=111= r-t---+--i--.\\==i!chLLltm. i!d!ill~• _ 61NC"I PVC CL 160 PIPE 2' MIN ~-\\-----THREADEDENDBRONZE GATE VALVE WITH BRONZE CROSS HANDLE ';$.~--BRICK SUPPORTS (3 EACH) ~"'1----LI\NDSCAPE FA8RIC 314 INCH DIAMETER R.OCK, 6 INC Ht$ DEEP TO TOP OF VALVE NUT '-------SCH. ao PVC THREADED ONE ENO NIPPLE, LIN[; SIZE TO MATGf-1 MAINLINE 2,ECTION VIEW~N.T.S~ NOTE: 11\STALl VALVE SOX AND PIPE EXTENSION AS REQUIRED TO ACHIEVE PROPER VALVE'. INSTALLATION AT MAIN LINC: DEPTM. WRAP IANDSCAPE FABRIC AHOUri::> SIDES AND BOTTOM OF BOX TO COVER ALL OPENINGS. 2 INCi-ES 4 SMAI..L.ER D GATE VALVE DETAIL NOTE: ~-----FINISHED GRADE IN TLRF AREAS 10 INCH DIA. ROUND PLASTIC VALVE aox wm, BOLT OOWN COVER. USE STAINLESS STEEL BOLT, NUT, AND WASHER. HEAT flR<I.NO ·ov· ONTO un. §ECTIONVIEW •N.T.S ell----BRICK SUPPORTS (3 EACH) SCH BD PVC FLANOES SOLVENT WE~D TYPE -----. .. -~~ PR':=SSURE SUPl'LY LINE CONTRACTOR: TO PROVIDE ONES FOOT LONG TEE WRENCH'MFli SQUARE NUT ADAPTER FOR; THE OPERATION OF OATE VAlVES. INSTALL VALVE BOX MD PIPE EXTENSION AS REOUIRE!'.ITOACHIEVEPROPER VALVC !NSTAUATION AT MAIN UNE DEPTH WRAP LANDSCAPE FABRIC AfiOUND SIDES ANO BOTTOM OF BOX TO COVERALL OPENINGS. Standard Plan Nos, 500/507 PREPARED BY• DESIGNED f)I AS-BUILTS CLARK AND GREEN ASSOCIATES 150 PAULARINO AVE., SUITE 160 COSTA MESA, CA 92626 PHONE (714) 434-9803 CHECKED MG DRAWN f)I DATE DATE 4/7/03 C ~------FINISHED GRADE IN TURF AREAS 12 INGH ~ 17 INCH PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER. USE STAINLESS STEEL BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV' AND VALVE NUMBER ONTO LID. ~---CONTROL WIRES SIZED PURSUANT TO PLAN. CO!L 38 INCH MINIMUM LENGTH OF WIRE IN VALVE BOX. (TYPICAL) RE:MOTE CONTROL VALVE PVC LATERAL L!NE BRICK SUPPORTS PVC MAINLINE PIPE '_-_-_-_-_-_-~trH-t-.+_J----j==:_ ___ LANDSCAPE FABRIC NOTE: L~=:b~======:-----SCH 80 PVC NIPPLE LENGTH AS REQUIRED '------------SCH 80 PVC TEE SXSXT. MAINLINE X MAINLINE X VALVE SIZE '-------------3J4 !NCH DIAMETER ROCK. SECTION VIEW. N.T .S. 6 INCHES DEEP INSTALL CONTROL VALVES A MINIMUM OF TWO FEET APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. INSTALL CHRISTY'S MOOEL#3800 RECLAIMED WATER IDENTIFICATION NAME PLATES TO THE LID OF EACH RECLAIMED WATER VALVE BOX. USE TEFLON TAPE ON THREADED FITTINGS. WRAP LANDSCAPE FABR!C AROUND SIDES AND BOTTOM OF BOX TO COVER ALL OPENINGS. REMOTE CONTROL/MASTER VALVE DETAIL FINISHED GRADE CLEAN COMPACTED BACKFILL DIMENSION A B C 112" TO 2 112" IN SIZE 18" 12" 4" 3" TO 6" IN SIZE 24" X 4" SECTION VIEW -N.T.S. NOTE: ALL PLASTIC PIPING SHALL BE $NAKED WITHIN TRENCH. BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' INSTALLATION SPECIFICATIONS. Standard Plan No, 500 B PIPE 4 WIRE TRENCHING: IJ,ISTAU. SP'i!NKLER H!c'ID FLUSH wrn, Fl'IISHF.DORADE INTURF AA!'AS ror.UP SrRINK~R HEA0, ROTOl'IOR 5PRAYT'lf't -• ~ 112' ill}=ITT-l, 1-IIE~ ·ITTcS'I I l;;;U lmillm!!fa 1='ID=m-:'rfr-11i=n "°"' ~ Tl'HrLE SWING JOIITT. wrrn l"\/C / SCH M NIPPLES ANO S'rREEl' Ell.$ ~Irv1~ir.~EtH11¢~A'llmI~~" 6 l~CHES MINIMUM, Sill p<J~UANrro S?RINKLElllfll.ET. S:::H ~OPVCS.&>:TTEE FrrTIHG LA"tloAA:.. :dlPRtlKtER lrlLET S:ZE ltlSTAlt SF'Rl!alKl..!:R H!:AN; $ INCHES !'FlOM F'AVING EClGE': IN G:ROUNO CO'Jl':11 AR~S. )!{STALL 6Pf;INKLE;R HEAOS ~ INCHIZS mc-M MVl/40 EOCE IN TURF AREAS. rNSTAU. SPfllH;..1.,li;R HIW:IS PLUMB, ADJIJST NOZZLESTRl=At.1 TOCOVER.f.J\ll/OSCAJ'~ AA=A 'Mn-lour OVER3!'R/\Y ONTO PAlllNG, FENCES, WA.LL£, OR bUILOINO:J. USS TEF~ON TAP~ ONAI.L THREAOSHITTINGS. ______ .. _,,,.. __ ....... ~ ..... -.... , .. _ ......... -.. ~--.. -• ..... -- POP-UP SPRINKLER (12 INCH) 521 A SHRUB RISER BY DESCRIPTION REVISIONS NOllc: ~----t~ST.OU SPRIIIKI.E'i HEAD FLUS'-! wm--1 Fl'IISHEO GR~DE ltlTlR~ Ml::AS / ffilPLt SWIHGJOl'<T, WITH 1'VC SCH o~ NIW!.ESANDSIR.iET HU. MALE IRU'°' HHa THKEAD(MIPll lM.bT /IM□MIPTOUIU0J. U\'lt.EN<;;JkTO ore 11«:IIC:SMINIMUM. SCH,~0PVCSx3,TTE~ Am~G l.J\TEHAL x SPRIN>(LER INLEl &IZii t.A'7f':IVJ. LIN!': INSTAU.SPR!NKLEA HEil.OS 6 INCHSS FROM ~/\.VING EDGEIN GROUll□ COVER AR:EA.5, INSTAI..LCF'rum<l.CR Cil::A0$4 INCH:rl mo~ rA'JING EDGE Ill TURF AREA.8. iNSTN..l.SPFitlKLER HEADS PLU\111. I\DJ:.JST NOL!LE STREI\M TO COVER "-•N.:SCA?ls !\REA Wl'l'HO\IT OVERSPAAY ONTO PIIVIHG. FEN'.:ES, WA~LS M au'ltllN!'.lS. L/$1:; rc:n.ON T/IPC ON ALL Till'\CAOE'.O FrtTtt./CS. .._.., __ ..,_,,_., ___ ,.._,...,,, __ .... , .. __ .,,.. __ ., _____ ,,._..,_ CllYCl'IR~[ POP-UP SPRINKLER (6 INCH) 522 IRRIGATION DETAILS FOR CITY OF IRVINE MACARTHUR BOULEVARD AT JAMBOREE ROAD CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5808-S SHEET 21 OF _ll_ )b ...... ~ .....J 7' I V 0( C 0, I It -2 10 CONSTRUCTION NOTES (SIGNING ONLY) CONSTRUCTION NOTES ~ ( STRIPING □NL Y) ::~ [JJ PAINT 12" WHITE CROSSWALK ,, PROTECT EXISTING SIGN IN PLACE, --, m PAINT 8" SOLID WHITE LINE CCALTRANS DETAIL 38) ••• •• '\ ... 'v i~ ··-. -~ -... ',_,t • It '\:' ' RELOCATE EXISTING SIGN, -'\ I}] PAINT 4" SOLID WHITE LINE -_ .. · '°" .. ·· .... •·. REMOVE EXISTING SIGN, ·~. PLACE SIGN AND POST CCALTRANS DESIGNATION), [i] _P~INT 4" SKIP WHITE LINE !CALTRANS DETAILS 11 AND 13) j/¾:-5 _ -----~~-~-~--~_,[slc::5" __ W=H I TE~E'.(l'lEMENJ_ARl'!O_W_AS_SHOWN_C.IHEl'!MOPLASJ_tC_TJPE~IYJ ___ ~~~-~~~~~-~--~--~-_'.\~. __ [fil PAINT 12" WHITE CHEVRON WITH SPACING AS INDICATED AND @ 45° ANGLE ,. / 'f. -;',\ \ 11] PAINT 4" SKIP WHITE LINE (DETAIL 9) ' • '\' I]] PAINT 'SIGNAL AHEAD' PAVEMENT MARKINGS !CALTRANS STD PALN A24Dl : '·;:{; 11) PAINT WH !TE PAVEMENT ARROWS AS SHOWN ( TYPE IV) • • ... ) ; :'Ji ; I: i, [g PAINT B" SKIP WHITE LINE !CAL TRANS DETAIL 37B) .. ;l' ST\ ! C ; ------ -[] __ ~~◊CfcXfi~~~so~tr!t[ ~tiSED PAVEMENT MARKER AT,EDGE OF TRAVELED ij / 1-,I ;'"'i : :' i . _; I ,'i .. ,., r:, : ! ,: /~/ -' -'' l /. JOI T~I_PIN~<i~=--_c...c...c·-;;:::!.=Tl--:_-_;-_--__ ~_-_ ... _,_···_1 _'_'_i_-_-•• -~I l : : ~ !_ .. i J ; · ! !I iJ • --!_i , . _ ---·-. _ ·--Ille-~/;,,?' \ .• 2 (OCTA BUS STOP> -1 • // ;/' 25' 12' 12' ;\\ \ .• --·--· .. ~~---~--· ' -.... =-_,._. • ,c 315' 13' SUPE'.RTilR COtJITT" -1 2' 1 HARB~ JUST I.CE ·CENTER - 12' , / ~./,- / /':, • / / ---1710 11 ' -· BOWSPRIT DRIVE SCALE 1" = 40' lj .,/ _/ // I ,_ :r:: <.'.) ,_, DRIVEWAY ct:: 0 10' 0 10' + ~- /Y) '° __, 9 30S' -11' 2 . ---·----- -'t., 14' ----12' 11 - --~-:· ---.. --11 1 R26EB . -: "';" : •. J....--.-.:· STA 10+£1,00 JOIN EXIST STRIPING j ·----~--. ~-~--·--- (\J ' '-' -----::::·:-.::'.~-~::,, -:::.-- • "' -<',; ~:_:_--C\J -- ---OA(RT) "' ---<'! G7-JOllboree -3L:-""====-=_;_;----- J' 0 I- LL. w ...J 3= 1-'-'=4-~1.=-=-'=·='=~-~-=·•=~'=c=,c~~=·=•·-~-····=--~-=~□ '.> ,,_ ...J 14' 485' w r:o ,-,"C-c-~~'\-===-----'----'-'--------'---------'-------'--++~-----'------'-;c--'-'-'---1 t:j --so• ----ti) ~='::-";.;;;;;;;..::1=1~=--T--=--.;;;·-,;::·3:;:..1 ::.5 '_.;.;.;;;;;...__-'jt=.1::!1--I 0 V'-=,--;-;:,-_;.,c------"-sc--.----..::3:.:::0::.5_' --,L----1 O ~~"'~'_::_::~' n"___.E=---7,t20~-----~-t;7~~~-::·. :)'·=---~-~::::'.'.=;;~~=$==:::::=·::·::·::· ;2--~-~-==~ ~ 50' 2 SPAC NG I ' N • ,__, ...J I u 1- -<( 2 CITY OF IRVINE SIGNING AND STRIPING GENERAL NOTES 1,SIGNING AND STRIPING SHALL CONFORM TO JULY 1992, CALTRANS TRAFFIC MANUAL, THESE PLANS AND SPECIAL PROVISIONS, SEE CALTRANS STANDARD PLANS A-20 CA-Dl FOR STRIPING DETAILS, INCLUDING INSTALLATION AND REMOVAL OF RAISED REFLECTIVE PAVEMENT MARKERS, 2,ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED ANS APPLIED IN TWO COATS, A MINIMUM DF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST AND SECOND COATS, 3,ALL CONFLICTING STRIPINGS, PAVEMENT MARKINGS, AND CURB PAINT SHALL BE REMOVED BY WET SAND- BLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW STRIPING, ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. 4,PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY INSPECTOR, 5,THE CONTRACTOR SHALL CONTACT THE CITY OF IRVINE INSPECTION SERVICES FOR INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUC-TION, 6,CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK, IF CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON THESE PLANS, THE CITY OF IRVINE INSPECTION SERVICES SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK, 10, THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL SIGNS, DELINEATORS, ETC,, TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC WHILE WORKING IN THE STREET, 11, ADDITIONAL TRAFFIC CONTROL DEVICES MAY BE REQUIRED IN THE FIELD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY OF IRVINE TO ASSURE PUBLIC SAFETY AT ALL TIMES. 12, THE CONTRACTORS SHALL UTILIZE A FLAGMAN DURING CONSTRUCTION WORK AS DEEMED NECESSARY BY THE CITY INSPECTOR, 13, ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURE ON ARTERIAL STREETS, 14, STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY INSPECTOR PRIOR TO FINAL INSTAL- LATION, 15, PAVEMENT LEGENDS SHALL MATCH THE CITY STENCILS, 16, CROSSWALK SHALL CONFORM TO THE CITY OF IRVINE STANDARD PLAN NO. 203, 17, ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE WITH PROTECTIVE OVER- LAY FILM, 18, ALL SIGN POSTS SHALL BE 4 "X4" REDWOOD 0 , 0 A .. .q-i- (/) ---.::: . ..::_.:_--- :::] -------------~ ,::',_F_N_E-.~-O-RT_--:--:~-,-<!'.:~·-=--'-:m~-~~~_:IN~ -,_----'C=l=T=cy_;_c;;--=-oc:::---=;::,_;· ·_;;,··=···=·--=-=--=·--=---==--=...c==...c'--=-::cc===_;_;_cc;,=----:==M=-=--c:..A=C~· A'RTH-UR'souLE-;;RD __ _ -"' 7,ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER STAINED "IRVINE BROWN" PER THE CITY OF IRVINE REQUIREMENTS. R26EB SIGN SHALL BE INSTALLED ON "U" CHANNEL POST OR ON STREET LIGHT POLE, LJ.J < ,_, -.I :r:: u ,_ ~ CJTy OF IRVIN£ NfWPORr - GENERAL NOTES (CITY OF NEWPORT BEACH) 1, PAVEMENT STRIPING AND MARKINGS SHALL BE SPRAYABLE, THERMOPLASTIC UNLESS OTHERWISE INDICATED, 11 B£ ACH 2, PAVEMENT STRIPING AND MARKINGS AND SIGNS SHALL CONFORM TO THE CALTRANS STANDARD PLANS, JULY 1999 EDITIONS, 3, EXACT SIGN LOCATION SHALL BE DETERMINED BY THE ENGINEER, --- ~~ ~ /1 ED MILLER "' No. 47615 12-31-0 EX.R/W OF IRVINE, a.ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANS- PORTATION CCALTRANSl "MANUAL OF TRAFFIC CONTROLS", CHAPTER 5, STANDARD SPECIFICA- TIONS, AND THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (WATCH MANUAL), 9,THE CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROL CONSTRUCTION SIGNS, DELINEATORS, ECT., PROPERLY INSTALLED PRIOR TO COMMEN- CING CONSTRUCTION, 19. G7 SIGNS AND STREET NAME SIGNS SHALL BE SILVER LETTERS WITH "IRVINE BROWN" BACKGROUND, 20, BLUE RAISED REFLECTIVE PAVEMENT MARKER SHALL BE INSTALLED ADJACENT TO ALL EXISTING FIRE HYDRANTS IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL, C " •- E N N ~ ; C . 4 g r----------------,-D---ES-I-GN_E_D----.----,----,-------------,-----,--------------------1; PREPARED BY: KN SIGNING & STRIPING PLAN ij_: KFM ENGINEERING, INC. CHECKED MACARTHUR B DUL E VARD 26672 Towne Centre Dr. •300 EM J Foothill Ranch, CA 92610 AT JA••BOREE ROAD E Phone (949) 580-3838 DRAWN Jo J.".~L'/q_J_l;('62.jt::t:'.'l---l--£M>E_!-19J~ll:f-:,£. --------I.LCL-1--------M----.....------1 f ;;, .. ~ ~~ 3-O3-O51-D-AT-E---1 DATE BY DESCRIPTION CI TY OF NEWPORT BEACH R-58O8-S 0 ~-NO. -47615 DATE 3/03/05 t---~-~----R-EV_I_S_ID_N_S _____ ~__, PUBLIC WORKS DEPARTMENT SHEET 22 OF __2L H 7C ( (/ ) 0( Ci ; Q( • I V C,O ~-~ ~ -~ 4 \l,;i ~ J, -0 --cl f . • ) ' cl) I Qi..::: 1 1 (!] J ~ ~ :/ < ... J ~ -;j_ ......__ ;f /4 ~ --rs ,J <4 J ... ol ~ H I CONDUCTOR SCHEDULE I I AWG I 12c C A B L E 3c C A B L E I 1112 I I f/10 I LOOP DET. CABLE 2-/112 'lYPE B POLE CD ® ® 1/1 1/1 © 2/1 ® ® 0 TOTAL 1/1 3/2 1.1.S.N.S. I 2 I 2 LUMINAIRE I 2 I 2 01 DLC 02 DLC 4 03 DLC 04 DLC 05 DLC 2 06 DLC t,7 DLC 08 DLC TOTAL 6 I E. V.P. CABLE I 1 I 1 I F.O.C/S.I.C I INTERCONNECT I I Camero Control Cable CCTV CAMERA Coaxial Coble #16 AWG Power Supply 2/1 1/1 2/1 1/1 1/1 1/1 1/1 1/1 5/3 2/2 3/3 I 2 I 2 I 2 I 2 I 2 I 2 4 2 2 3 11 I 2 I 2 I 3 I I I 1 2 1 2 3 6 1/1 1/1 !l)l 11)2 11)3 2/1 2/1 __/ 1/1 1/1 2/1 2/1 11)5 11)6 11)7 11)8 1/1 1/1 OLA -02 YELLOW AND 03 1/1 1/1 1/1 1/1 4/4 9/7 5/3 I • DETECTOR SCHEDULE I UNIT No. CHANNEL No. DETECTOR 2 I I 2 I 2 I 1 1 1-05 2 1-02 I 2 I 2 I 2 I 2 1 2-02 . 2 1-07 2 2 1 2-t,7 3 2 1-04 4 4 4 1 2-04 2 1-01 . 2 3 3 2 5 1 1-06 2 2-06 1 1-03 2 2 6 2 2-l'l3 3 3 1 1-l'lB . 7 2 2-08 2 2 1 2-111 8 (N) 2 2-l'l5 3 3 1 3-l'l2 9 (N) 2 4-l'l2 1 3-116 10 <N> 2 SPARE 10 21 11 I 3 I 5 I 2 I 11 <N) 1 3-l'l4 2 3-l'lB ALL DETECTORS EXIST UNLESS NOTED AS NEW (N) I I • I I 3 2 2 2 2 6 6 CONDUIT SIZE 2· 3• 3• 3• 2" 2.5"(E) 3-3"(E) 3• ■ DETECTOR LOOP LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD PRIOR TO INSTALLATION. ALL DETECTOR UNITS SHALL BE RACK MOUNTED, DUAL CHANNEL, DUAL OUTPUT PER CHANNEL WITH INTEGRAL CALL HOLD (0-7 SECS) AND CALL DELAY (0-31 SECS) CAPABILITY EACH WITH COLORGATED EXTENSION. DETECTORS SHALL NOT EXTEND ON RED. DETECTORS SHALL DELAY ON RED IF SELECTED. ALL DETECTORS SHALL HA VE A SECONDARY PRESENCE OUTPUT WITHOUT TIMING FOR SYSTEM SAMPLING PURPOSES. ALL CONDUITS AND CONDUCTORS SHALL BE NEW. UNLESS NOTED (E) = EXISTING • -SEE NOTES @:j §@] ANDO] 3"(E) NOTE: EXISTING DETECTOR CHANNELS MAY NOT BE CORRECT. CONTRACTOR SHALL NOT BE REQUIRED TO REASSIGN DETECTOR CHANNELS FROM EXISTING. ::::I =============;======r=====P=O=LE===SC=H=E=DU=L=E==;=====;=====;===;=======I BIKE PUSH BTN PED PUSH BTN LOCATION SIGNAL MOUNTING f--~---S_T~A~ND_A_R_D......---~---, LUMINAIRE T U (HPS) HEIGH SIG.M.A. L M.M.A. No. TYPE I.S.N.S. CD 1-A 10' - 35' 55'(N) 61A-5-129(N) (10.7m) (16.8,/ 12'(R) 310W(R) Jamboree (N) 0 35' 60'(N) 61A-5-129(N) (10.7m) c18_2mi 12'(R) 310W(R) Mac Arthur (N) 1-A(N) 10'(N) - 35' 55'(N) 61A-5-129(N) (10.7m) (16_8mi . 12'(R) 310W(R) Jamboree (N) 1-A 10' - - 0 35' 45'(N). 29A-5-129(N) (10.7m) ,13_8~j 12'(R) 310W(R) Mac Arthur (N) ALL EQUIPMENT EXISTING UNLESS NOTED (N) = NEW, (R) = RELOCATED • -CUSTOM MAST ARM. ALL VEHICLE INDICATIONS SHALL BE LED's CABLE BENDING RADIUS NOT TO EXCEED MANUFACTURERS RECOMMENDATION PULLBOX COVER BUSHING""-/ (NO SCALE) " EXISTING CONDUIT PULLBOX INSTALLATION DETAIL "D" VEHICLE PED PHASE QUAD PHASE QUAD A B REMARKS TV-2-T(N) SP-1-CS 6 3-MAS(N) SV-3-TA(N) SP-2-CS(N) 3-MAS(N) SV-1-T(N) SP-1-CS(N) TV-2-T(N) SP-1-CS(N) 2 3-MAS(N) SV-1-T(N) SP-1-CS(N) TV-2-T(N) SP-1-CS 3-MAS(N) SV-1-T(N) SP-1-CS(N) POLE LOCATION DETAIL 4 N/E S/W N/W B S/W 2' 2' POLE TO REMAIN IN PLACE 0.5' 2.5' II] 2 N/W -7' 8' II] !ill~ 4 N/E -1' 2.5' 4 N/E 4• 4• III 6 S/E 2' 2' POLE TO REMAIN IN PLACE 6 N/E -1' 2' [!QI !ill .. CONSTRUCTION NOTES: (!] EXISTING TYPE 90 CONTROLLER IN A TYPE P CABINET WITH DETECTOR SENSOR UNITS AND AUXILIARY EQUIPMENT. FURNISH AND INSTALL ALL APPURTENANCES TO PROVIDE THE INTENDED OPERATION. [ij EXISTING TYPE II SERVICE CABINET. PROTECT IN PLACE. (TI INSTALL 3" CONDUIT WITH PULL ROPE TO EDISON SERVICE POINT. (CONDUCTORS BY EDISON). COORDINATE WITH SOUTHERN CALIFORNIA EDISON SERVICE PLANNER JEFF GILBERT AT (714) 695-0246 FOR ENTRY INTO VAULT AND SERVICE CONNECTION. G] iRsi EXISTING TYPE 19-A POLE AND MAST ARM T~E CONTRACTOR. REMOVE FOUNDATION COMPLETE. INST~EW EQUIPMENT NOTED "N". RR LUMINAIRE MA AND LUMINAIRE TO NEW POLE LOCATION 2 PER TRAFFIC SIGNAL PLAN H ET 24 OF 27. ALL NEW I.S.N.S SHALL HA VE GREEN BA OUND. @J ALL PEDESTRIAN PUSH BUTTONS SHOULD BE INSTALLED AT THE TYPICAL STANDARD HEIGHT OF 1m(3.28') ABOVE THE FINISHED SURFACE OF THE WAIJl.WAY AND NOT FROM THE TOP SURFACE OF THE PORK-CHOPE ISLAND, PER STATE sm PLAN ES-4C. II] iRs! EXISTING 26A-4-113 POLE AND MAST ARM Ttw.E CONTRACTOR. REMOVE FOUNDATION COMPLETE. INST~NEW EQUIPMENT NOTED "N". RR LUMINAIRE MA AND LUMINAIRE TO NEW POLE LOCATION 3 PER TRAFFIC SIGNAL PLAN ET 24 OF 27. ALL NEW I.S.N.S SHALL HA VE GREEN BA ROUND. [z] !Rs! EXISTING TYPE 1-A POLE AND ALL EQUIPMENT TO THE CONTRACTOR. REMOVE FOUNDATION COMPLIETE. II] EXISTING COMMUNICATION CABINET. PROTECT IN PLACE. ~ !RslEXISTING 19A-2-129 POLE AND MAST ARM TO THE CONTRACTOR. REMOVE FOUNDATION COMPLETIE. INSTALL NEW EQUIPME~OTED "N". Jrcfl LUMINAIRE MA, LUMINAIRE, AND CCTV CAMERA TO NEW POLE LOCATION 5 PER TRAF SIGNAL PLAN SHEET 24 OF 27. ALL NEW I.S.N.S SHALL HAVE GREEN BACK UND. 11£1 iRs!EXISTING 24A-4-113 POLE AND MAST ARM lp...lHE CONTRACTOR. REMOVE FOUNDATION COMPLETE. INSTALL NEW EQUIPME~OTED "N". l!IBI LUMINAIRE MA, LUMINAIRE AND CCTV CAMERA TO NEW POLE LOCATION 7 PER TRAFFIC SIGNAL PLAN SHEET 24 OF 27. ALL NEW J.S.N.S SHALL HAVE GREEN BACKG UND. «~-, 1_1_! _EXISTING INTERCONNECT CONDUIT. PROTECT IN PLACE. @) REMOVE (PULL) EXISTING HYBRID 25PR PE39 s.1.c .. 24MM/36SM F.I.C. FROM CONTROLLER TO PULLBOX LOCATED AT CENTER POINT OFFICE BUILDING ENTRANCE ON MACARTHUR.~ CONDUIT RUN AND INSTALL NEW CONDUIT AS INDICATED. @J RE-PULL EXISTING HYBRID 25PR PE39 S.I.C., 24MM/36SM F.I.C. THROUGH EXISTING AND NEW CONDUIT RUNS TO CONTROLLER AND CONNECT TO REESTABLISH COMMUNICATION. ALL NEW PULLBOXES WITH F.O.C. SHALL BE INSTALLED PER DETAIL "D" (THIS SHEET). i14i REMOVE (PULL) EXISTING 25PR #19 s.1.c .. 12MM/6SM STRAND F.O.C. TO PULLBOX DN NORTH EAST CORNER OF INTERSECTION. INSTALL NEW PULLBOXES AND CONDUIT AS INDICATED. RE-PULL S.I.C. AND F.O.C. THROUGH NEW AND EXISTING CONDUITS TO CONTROLLER AND CONNECT TO REESTABLISH COMMUNICATION. ALL NEW F.O.C. PULLBOXES SHALL BE INSTALLED PER DETAIL "D" (THIS SHEET). @) iRs! EXISTING TERMINAL BLOCK AND FIBER INTERCONNECT UNIT (F.1.U.). FURNISH AND INSTALL NEW TERMINAL BLOCK AND FIBER INTERCONNECT UNIT (F.1.U.) PER CITY OF IRVINE STANDARDS AND SPECIAL PROVISIONS. INSTALL ALL APPURTENANCES NECESSARY TO PROVIDE THE INTENDED OPERATION. fill INSTALL LEFT ANGLE VISOR ON MAST ARM VEHICLE INDICATIONS TO LIMIT VISIBILITY TO NORTHBOUND TRAFFIC. • l!z] 1NSTALL LEFT ANGLE VISOR ON MAST ARM VEHICLE INDICATIONS TO LIMIT VISIBILITY TO . SOUTHBOUND TRAFFIC. • PLANS DESIGNED BY: GENERAL NOTES: ---------------------------------,. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1999, AS SHOWN HEREON AND IN SPECIAL PROVISIONS. 2. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION (AT CONTRACTOR'S EXPENSE). HAND DIG FOUNOA TIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLIE INSTALLATIONS V.,TH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AT (BOO) 642-2444, 4B HOURS PRIOR TO CONSTRUCTION. 3. OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATION PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. LOOP DETECTORS SHALL BE 6' X 6' OR CIRCULAR (6' IN DIAMETER) WITH 10' SPACING BETWEEN ADJACENT LOOPS IN THE SAME LANE, EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, AND EXTEND LIMIT LINE LOOPS 2' INTO CROSSWALK OR LIMIT LINE, EXCEPT AS NOTED. 4. PEDESTRIAN INDICATIONS SHALL BE LEDS. 5. REMOUNT EXISTING WARNING SIGNS AND GUIDE SIGNS. 6. ALL.MATERIAL AND EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR. 7. POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER. r-a (XXXX) INDICATES LOOP ASSIGNMENT IN THE CONTROLLER. EACH LOOP ASSIGNMENT '"'-= SHALL HAVE A SEPARATE LEAD-IN CABLE TO THE CONTROLLER. 9, ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE SIGNAL PHASE _ DIAGRAM AND DETECTOR SCHEDULE. [.• 10. ALL WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR -PHASE INDENTIFICATION. -- 11. CONDUIT SHALL BE 2• UNLIESS OTHERWISE SPECIFIED. 12. PULL BOXES SHALL BE SIZE No. 5 UNLESS OTHERWISE SPECIFIED. 13. ALL THREADED CONNECTIONS SHALL HAVE ANTI-SEIZE COMPOUND APPLIED. 14. ALL VEHICLE INDICATIONS TO BE LED (INCLUDING PV HEADS). ••'~~· 15. ALL PEDESTRIAN INDICATIONS TO BE LED. -··· 16. ALL PEDESTRIANS BUTTONS TO BE CAL TRANS APPROVED ADA PER sm. PLAN ES-SC AND 1 M. ABOVE FINISHED GRADE NOT T.C . l ~ PROVIDE AND INSTALL(4) NEW 3M-722 EVP DETECTORS, CABLE AND (2) 752 PHASE , SELECTORS. ALL~ EVP EQUIPMENT SHALL BE TESTED BY MANUFACTURERS ' REPRESENTATIVE. RS ALL EXISTING 3M DETECTORS AND PHASE SELECTORS TO THE CITY OF '----. NEWPORT BEACH 9) 644-3348. ~ FURNISH AND INSTALL 24V BATTERY BACK-UP SYSTEM AND CABINET. ALL BATTERIES SHALL BE INSTALLED IN A NEW BATTERY CABINET AS SHOWN ON THE PLAN. THE BATTERY CABINET SHALL BE P /N FCU103980 OR APPROVED EQUAL BY CITY ENGINEER. SUPPLIER SHALL PROVIDE SHOP DRAWINGS FOR CITY APPROVAL PRIOR TO INSTALLATION. FURNISH AND INSTALL ALL APPURTENANCES TO PROVIDE INTENDED OPERATION. i2ol POLIE FOUNDATION SHALL BE CLEAR OF EXISTING PACIFIC BELL CONDUIT. HAND DIG FOUNDATION UNTIL PACIFIC BELL CONDUIT IS EXPOSED. FOOTING CLEARANCE FROM FOUNDATION TO CONDUIT SHALL BE INSPECTED AND APPROVED BY PACIFIC BELL TELEPHONE SERVICE PLANNER. COORDINATE WITH RYAN THOMAS (714) 666-5718. APPROVED b&11 r £/ ,n e lf-/3/03 • 1---1---+---------+---I DATE =m=AFF=1~c=cN=G\=NE=E""R ___ _ TRAFFIC SIGNAL MODIFICATION PLAN MacArthur Blvd. and Jamboree Rd. DATE BY DESCRIPTION R.E.NO .. __ _ DRAWN CITY OF NEWPORT BEACH R-5sos-s IIIIM'1d Katz, Okitsu & Associates DAir .. 'frnffi, &gine,r.; and Truns;mialion l'lann= ~--l--:---1--------------li--~!=..====r====:....j..-----------~.,----.;__--! APP'D DESIGNED 17852 E. SEVENlEENlH STREET #102 Tl.JS'TIN. CA 92780 REVIS ONS CHECl<ED (714) 573-0317 FAX: (714) 573-9534 I DAlE PUBLIC WORKS DEPARTMENT SHEET 23 o, 27 G 1- :::c (!) 0:::: 3: ' .:· .... \ ___ -- BP 13 INSTALL 3" HYBRID 25PR PE39 s.I.c., 24MM/36SM F.O.C -- (SCALE: 1"=8') --__ ....., ~ b::::::::::::=====::::::::::::::::::=_::::_==_=_= _::: _= _=====t::1 L&J L&J U) -- -I 430' TO !AB! EXIST LOOPS ----- @]INSTALL 2.s·c HYBRID 25PR PE39 S.I.C., 24MM/36SM F.O.C. EXIST. 2.s·c. HYBRID 25PR PE39 S.I.C., 24MM/36SM F.O.C. ,---.. ' ' ' ' ' ' ,. ___ . r---" ' ' ' ' ',-.. ___ . --- 14 13 REUSE AND -·--····---· --· ·---•····~ PROTECT EXIST 3"C ~--, I ~ I l--"~ HYBRID 25PR PE39 s.I.c., 24MM/36SM F.O.C ------ 370' TO MEDIAN NOSE EXIST 1"C, 1DLC 14 INSTALL 1.5"C ----------- 285' TO ~ .. ~ ' ' ' ' ' ' ' ' ' ' ' ' MEDIAN NOSE I "" --~~-<-••-----·t·: : ' ' ' ' ' ' ' ' ' : ;:-'.--+-4 ' ' ' ' ' ' T --· .. . Li L~ ! I I I 111-. ~ ------ @)INSTALL 2.5"C -'----+-+-' HYBRID 25PR PE39 S.I.C., 24MM/36SM F.O.C -?'~-,,;.-"'~:;:::::;;.--.• INSTALL 2"C, IDLC -------------------- -- w Lu (/) La.I z :::i SEE DETAIL"B" . -- INSTALL 2"C, 6DLC i II 13 14 15 ~ 1'11.1>,.,,,-i!Jl\lO l't!~I\ \'lll.lflllll (,'c,!..!!, tl'f'e.<O O'-! 1'1'"-PoA/<I• /~~ / 13 14 @ ~oeMlllll 'lt!i\'r fc.s_,,,,__"'_~_._ .. ,,.0_ 0 ____ ~""--------~~-~ \ -,~ ,;:. -'"' \ .I .. ,~l 18 . \,-?,, •• ·-.. }•..,.. ' , t r.\ .... t t. -~ ., --:'>...,l'_.. ---/ ....... / ., .-...... ., ..... \: .. ....... ..... •'- ._ .. -~---------b.----', AB . ' ·, .. _~w INSTALL 2"C, 1DLC EXIST 3"C, 50LC '• .. " ..... -·-~ -- DETAIL" B" (SCALE: 1"=8') INSTALL 2"C, IDLC 11 EXIST 1.5"C, 12PR #19 S.I.C., 12MM/6SM STRAND F.O.C. TO VON KARMAN AVE. ---~-✓~~-------· ! ! • ·;.._, - - I...J-, ~>-------- ' , Cl -----• f6 C:l )1 t:J \ ! ------- f ') .. J."( ~REUSE,AND • PROTECT ExIsr3•c . ·y:-------'--.--• ----"'-· _.,_ ~,,---.. -··•' • ~~ •, "" :·----------··--·--···-·--.. ~ ... ~. '''" .~ ... --·-··"·~---···-~---,-· ___ , EXIST LOO ;,-,,._ '·. .. ! \ I I \ \ I Q I Q -·-···--r·--· \ I ' ... ---~-----\ ..•• --.-... . . ·-. ~~"""' ·····--·· -........ .......... . . r ------ sEE DETAIL"A" •..... -~-···-·-. ---• , "K-""' -~-.:,, ---,...-,-------..:-'~~-! -l~~-,7~ · ~ • • ' ' ','-'' ' ' ~ ' ,-... -~, -~ ' ' ' ' MacArthur Blvd. R/W""\ -----... ,---.. ' . ' ' ' ' --- ' • /,··-.• !AB!EXIST LOOPS_ .. _ 2~;~' TO MEDIAN NOSE I ...,-.., ~~ '"" ~"~ "'"" ""'" ~•· I \ -,-. _J ) ... T.,(. ~ '""'-· -'·-. .. , ••• ---_,. ··•-~.-., - b---.---'··-· .. ""t: i ----- • BC14 ~--+~14 EXIST 1.s·c. 12PR f/19 S.I.C., NOTE: SEE TRAFFIC SIGNAL PLAN SHEET 23 OF 27 FOR CONSTRUCTION NOTES, PROPOSED PHASE DIAGRAM AND POLE SCHEDULE. QFESS ~HO 12MM/6SM STRAND F.O.C. TO KOLL CENTER -l M'f!S~l\!13 13 INSTALL 2.s·c /;;c PLANS DESIGNED BY: .D4,e rfJvie 4/3/03 APPROVED TRAFFIC SIGNAL MODIFICATION PLAN enter Poin Office Center En / 25PR PE39 S.I.C., 24MM/36SM F.O.C ranee c5 IJJ :n w C!l No. C 46585 m a:: p. 06-30-03 CIVIi. F CAI.I MacArthur Blvd. ,DATE TRAFFIC ENGINEER and - Katz, Okitsu & Associates Truffo: Engi ..... •flll ~..,, ll4Mn3 l--+--l------,---------l---l-!~=-====:;======-1------ 17852 E, SE"1:NTEENTH STREET #102 DATE BY DESCRIPTION R.E, NO. Jamboree Rd. DATE APP'D DESIGNED DRAWN CITY or NEWPORT BEACH R-580B-S TUSTIN, CA 92780 (714) 573-0317 FAX: (714) 573-9534 REVISIONS CHECKED DATE PUBLIC, WORKS DEPARTMENT SHEET 2• or 21 • i,. a . ..... ~ ~ .,... l a ,~ .:s ~~ !"J, I (,') 1 ~i I t( r \ it 1 ~ ~ r-:E- ~ i I~ l) 8 £ ~- \ < ! 11 , 11 I II z " 1-----7 7 II ! ,..-... I I 11 11SCE'1 I:: I ' J I I I I I ,_ ...... , I I t I '----7'. j !!,_,----EXIST SERVICE ' -'-~ CABINET /BASE 'J I I I : i..fl I I I , i v-EXIST CURB -'{ : ' I ' ! EXISTING PLAN _,,,,,--EXIST SERVICE [!I-, NEW CABINET JI I I I I JI I I I I JI II NEW PULL BOX I I 1 v-EXIST CURB I 'I II I I I I I I I I I '' PROPOSED cu? ,p o,,, t'.lff/ t\ I'] __,,.,--CABINET /BASE I I INSTALL NEW PULL BOX st' C? ' ,,, ,.j .. 7 ·~ I I I I 1 1 /EXIST CURB I I .L ___ L ---.., 1-? ,, l ____ .J I I ------! 1 ..... --r I I t--- EXISTING SIDE ELEVATION _/EXIST CURB =-~ ,, ,, ------, ,_.,- 1 I t--- PROPOSED SERVICE CABINET DETAIL 0 ----~-1 NO SCALE DETAIL NOTES [fil INSTALL NEW MYERS CABINET PER CITY OF NEWPORT BEACH STD-206-L, SHEET 25. INSTALL NEW CONDUCTORS & CONDUIT TO SCE VAULT PER SCE SPECIFICATIONS. COORDINATE ALL WORK, ACCESS PERMISSION & METER WITH SCE. I]) REMOVE EXISTING CABINET & BASE. PROTECT EXISTING CIRCUIT CONDUITS. PLUG EXISTING SCE CONDUIT ON,LINE SIDE PER SCE SPECIFICATIONS. DELIVER SALVAGED CABINET TO CITY OF NEWPORT BEACH UTILITIES DEPARTMENT. JIY, n <,V I-;,;; •;, ' _, ,,<"' _;,.-•:i er ""-['_\ , 0 INSTALL 1 "C & CONNECT,TO CABINET---\-_ PROPOSED IRRIGATION CONTROLLER, SEE IRRIGATION PLANS FOR TYPE & MANUFACTURER--=;:: --::::,£:;:: C~~~-_::--';-i----il \ PROPOSED STORM DRAIN N___\ I EXIST CURB JUNCTION STRUCTURE IRRIGATION CONTROLLER SERVICE NO SCALE ~ • CD~iiiiiiiiiii.:r SCALE 1" = 40' PROPOSED CURB ACK OF WALK -~ DETAIL 0 EXIST E POINT OF X "" GENERAL NOTES (STREET LIGHTING -NEWPORT} 1, CONTRACTOR TO VERIFY EXISTING STREET LIGHT CIRCUIT(Sl AND EXISTING ELECTRICAL SERVICE POINT(S) PRIOR TO COMMENCEMENT OF WORK. 2, CONTRACTOR SHALL MAINTAIN STREET LIGHT CIRCUIT(Sl DURING CONSTRUCTION. 3, CONTRACTOR SHALL COORDINATE ALL STREET LIGHTING WORK WITH MR. HERB WOLLERMAN, CITY OF NEWPORT,BEACH AT (949) 718-3406. -,:,,~ / ✓-✓-✓-✓✓- / '-----.,,, ✓✓- CONSTRUCTION NOTES (STREET LIGHTING -.NEWPORT) CD PROTECT IN PLACE. ® RELOCATE EXISTING STREET LIGHT POLE ON NEW FOUNDATION PER CITY OF NEWPORT BEACH STD-203-L, SHEET 25. REMOVE EXISTING STREET LIGHT POLE FOUNDATION AS DIRECTED BY ENGINEER. @ REMOVE EXISTING CONDUCTORS. @ INSTALL 2#!1 AND 1 BARE SOLID CONDUCTORS IN EXISTING CONDUIT, @ INSTALL 11'4" SCH 40 PVC CONDUIT WITH 2#!1 AND 1 BARE SOLID CONDUCTORS. @ CONNECT NEIi' AND EXISTING CONDUIT, (I) ABANDON EX/STING CONDUIT IN 'PLACE . ® SPLICE NEwlro EXISTING CONDUCTORS PER CITY OF NEWPORT BEACH DRAWING NO. STD-205-L, SHEET 25, @ INSTALL PULL BOX PER CITY OF,NEll'PORT BEACH, DRAWING NO. STD-204-L, SHEET 25. @ RECONFIGUREA,..REPLACE SERVICE & CABINET PER DETAIL* (jJ) INSTALL (3) #'12 THWN STRANDED COPPER WIRES ✓-FOR IRRIGATION 120V SUPPLY. TERMINATE IN ✓'✓' NEW CONTROLLER PER MANUFACTURERS ✓-✓-SPECIFICATIONS. EX IS T 1 1, / C , .:::::;.ic--::'.Al 1 BARE SOLID Na. 47615 • 12-31-0 " 0 l: " ' i ( l ; 1 .--------------------------r;:□;,:ES:-;1-;::-GN~E,::D--:-r---;---,--""'------------~--,------------.:-. -------------..,..: 1----KN--lt------t--+------~~~~-+---1· ST REE T L I G HT PL AN I NEWPORT l ! PREPARED BY: .KFM ENGINEERING, INC. 26672 Towne Centre Dr. •300 MACARTHUR BOULEVARD I CHECKED EM Foothill Ranch, CA 92610 T BOREE RO D i Phone {949) 580-3838 DRAWN JO A JAM A ffi .,.r-; .. t'?~Y 4-04-031-co..,,AT=E-.--I-0A_T_Et--sy-i-----0-Es-c-Rr_P_n_o_N-----t---t-c-1_1_Y_□_F_N_E_W_P_□_R_T_B_E_A_c_H-.---R-s_a_o_a __ s-1: ~ 47615 C/' DATE 4/04/03, 1---~-~----R-EV_I_S_IO_N_S _____ _,__---1 PUBLIC WORKS DEPARTMENT SHEET~□F.21-i L---------------------------------------------------------------------...,_ ___________ ___....._ ___ .__ _____________ , __ ...... ___________ ...._ ____ __.o "' "' 'l' w _, 0 ~ ~ ~ BRACKET ARM j <( TllT I H,P,S. CUTOFF LUMINAIRE !FOR 70,100, 150, 200 OR 250 WATT LAHPlWITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC CELL RECEPTACLE,CHARCOAL FILTERED OPTICAL ASSEMBLY, AND TYPE III DISTRIBUTION. G.E. M250 -A2 REMOVABLE POWER MODULE DOOR LUMINAmE CUT OFF AMERON BRAC KET MOUNTING POLE • CAT. NO. ARM 1·J2·23·JS6 r , I-J3-2!l-JB • V AMERON CONCRETE POLE MtX 37 OR APPROVED EQUAL NOTES: 1, BRACKET ARM, MOUNTING AOO POLE LAMP SIZE TO BE SHOWN ON PLA TILT 5'I, 5'1, HEIGHT HEIGHT 2'3'-6" 23'-1" 35'-0" 27'-IJ" GAL V, STEEL NUT CALV.STEEL WASHERS GALV. STEEL NUT HEIGHTS TILT ANGLE ANO NS. 2. 4'-0" DIA. CIRCULAR FOUNDATlON M AY BE USED lN PLACE OF 3'-6" SO. FOUNDATION. R 3S" 69' POLE LUG 3.ALL BASES SHALL BE POUREO TO 4" BELOW SIDEWALK GRADE, Al-CHOR BOLT T□ ALLOW FOR GROUT. INSTALL ANTI-SEIZE 4. THE AREA AROUND All STANDARDS SHALL BE FORMED AND COMPOUND TO THREADS POURED WITH GROUT TO EXTEND BACK OF STANDARD AN□ FROM BA 6" ON EACH SIDE AND CK OF CURB TO FRONT OF LEVELING DETAIL STANDARD.GROUT SHALL BE POUR ED FROM TOP OF BASE TO SIDEWALK GRAD::. GROUT SHALL CONSIST CF 2 PARTS SANO ANO 1 PART CEMENT, 5, EACH POLE SHALL HAVE A PULL B OX. SEE STD 204-L. S.FUSE HOLDER IN ADJACENT PULL 7. ALL THREADED CONNECTIONS SHAL L HAVE PRE-APPROVED ANTI-SEIZE COMPOUND. 8.SEE POLE LEVELING DETAIL ABOVE 9. FOR POLE WIRING, SEE CNB ST0-21'1 5-L. SET BACK PER PLAN & ADA I REQUIREMENTS FOO 23'-J" POI E FOR 27'-9" POI E 12!" 23' DIA. B.C. FOR -l" POLE 1~" rn?' so. 0I 1 ; . ' . ·~ ••• . . . . • . l.b O!A ""' . B.C. FOR 27'-~" :-,..__1" X 36" X 4" GALVANtZED ANCH OR SOLT WITH GALVANIZED NUT AN 0 (2) p WASHERS PROJ. 3-1/2" ABOVE TO OF FOUNDATION, . 3'·5" Sil. ELEVATION CITY OF NEWPORT BEACH UTILITY DEPARTMENT LIGHTING ST AND ARD TYPE IV BASE DETAIL APPROVED, RCE NO. !&&611 DRAWING NO. DOOR OPENING FACES STREET UTILITIES DIRBCTOR STD·203·L f' CRUSHED ROCK BASE CITY PULUlOX INSTALL !2) PER BOX2~"x4"x8" COMMON RED BRICK, l" OR t" %Y.c PVC CONDUIT WITH 3 WIRES AS PER PLAN, ANO BELOW SECTION A-A • ·. EISEL. ENTERPRISES NO. 3·! F PULL BOX OR PRE-APROVEO EQUAL MARKED "STREET LlGHT HIGH VOLTAGE" 1" OR '" 7-7.o PVC CONDUIT WITH 3 WIRES AS DETAlLED, BELOW NDTE1 IF 5 OR MORE CONDUITS TERMINATE IN BOX, USE EISEL ENTERPRISES NO. 5 F. 1\" 7.7.o PVC CON□UI CURB FACE FUSE HOLDER AS PER CNB STD-205-L. A 5' MA~. TO C OF STREET LlGf-lT TYPICAL PULL BOX REQUIRED AT EACH LIGHT STANDARD NOTES: 1, ALL CONDUIT SHALL BE ]~" DIA, P.v.c .. SCHEDULE 40, lJNLESS SPECIFIED OTHERWJSE. PER PLAN. 2. SEE CNB ST0-205-L FOR FUSE HOLDER & WIRING DETAILS. 3. AFTER CONDUCTORS ARE INSTALL, ALL CONDUIT ENDS SHALL BE SEALED WITH DUCT SEAL OR PRE-APPROVED EQUAL. 4. NO CONDUIT HUN SHALL BE GREATER THAN 180' BETWEEN PULL BOXES, 5. PULL BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS, RAMPS OR BETWEEN THE B.C.R. & E.C.R. CITY OF NEWPORT BEACH APPROVED, UTILITY DEPARTMENT STREET LIGHT OR BOLLARD RCE NO. 25SH UTILITIES DIRECTOR PULL BOX DETAILS DRAWING NO. STD-204-L CIRCUIT SPLICES SERIES (5KVl (OVERLAP APPLIES TO (NOT TO SCALE) EACH END OF SPL1C0 THOMAS&. BETTS •2□-8 CONNECTOR (USE APPROVED CRIMPING TDOU J" IDll\. 1· mll\. •a A\iG, SOL!D COPPER, 52100 VOLT STREET LIGHTING CABLE 3M/SCOTCH BRAND •23 RUBBER TAPE, TO OVERLAP HIN. l" & FILL □rAMETER ----3M/SCOTCH BRAND •33 VINYL TAPE. TO OVERLAP 1" (MIN, 3 WRAPS! 120/240V CIRCUIT SPLICES 3M/SCOTCH BRANO SCOTCH KOTE SEALANT OVERALL l"1 - u" 12" •B AWG WIRE CTYP.! GENERAL NOTES: THOMAS & BETTS 20-8 CONNECTOR •SEE 0IHENSION. LEFT 3M/SCOTCH BRAND •23 RUBBER 3M/SCOTCH BRANO •33 VINYL (MIN. 3 WRAPS) 3M/SCOTCH BRAND SCOTCH KOTE SEALANT THOMAS & BETTS 600V C-TAP, SERIES 547XX,AS REQUIRED.USE APPROVED T&B TOOL,PER MANUFACTURER •SEE DIMENSION, LEFT 1. All phi:o1'1t conducto,., =hell bo ,trended copper', TH'w'N, 1dent.1.f1ed bg e continuouD, d111:t.mct. color·coded msule'tl.on. 2. C1rcmt p111rs for 240V conducto,-,. !!holl be of Uc distinct colo,-,., contmuouslg Voce1ible from lum1muro to c1rcu1t breoker. 3, With the exception of the fu·st. 2" du,mete.r cc:,ndu1t. from the MlrvlCe oobmet. ta u,., first. .,dJ.,c:,mt. pullbox, no mmduot.or msulotion-color-::1hcill be dupbcotod 1n O!"ly conclUl.t. run, W1r-03 of dtffol"<lnt. AWG su:os mo~ rope"t. oolor::i m tho =ome conduit rU;'\, 4, Ctrmat grounds sh!!!ll be •a AWG boi-o, eohd copper, ephcod U!tng Tliomoe &. Sette 'CK Top's o= !hown , obo~e. Ground conductors to lummr,1n,!> P1"!.J be reduc"d o~ per sp .. c,ficollon on CNB STD-2i'l5-L, BELOW. 5, Gr~ !277Vl, White, or \rlh1tc with colcr-stnped lnsulot:ion sholl be used only for the n8Lltrol, or grounded-conductcr. r-= 2!"-3" ------j 3 LAYERS OF 3M ELECTRICAL: TAPE N0.23 OVER 3 LAYERS OF 3M TAPE N0.33 OR EQUAL CTYPICAL), RUBBER BOOT NOT ACCEPTABLE.COAT WITH SCOTCH KOTE SEALANT. FUSE HOLDER IN PULLBOX TRON •HEX-AA OR EOUAL ,----j LOAO EUSES; GOULD SERIES GGU5,5 AMP UNLESS SPECIFIED OTHERWISE. TYPICAL FUSEHOLDER LUMINAIAE I!. LOAD-SIDE OF FUSEHOLOER COPPER CONDUCTOR SIZING STANDARD STD-200-l STD-201-L ST0-202-L-A sro-202-L-B *NOTE: STIJ-203-L E!::11:JSE CONOllCIOE •rn THWN STRANDED 1112 THWN STRANDED 1112 THWN STRANDED "12 THWN STRANDED •10 THWN STRANDED GROI JNQ CONDUCTOR• •t2 THWN, Sohd or Str,mdr,d •12 THWN, Sohd or Stronded •t2 THWN, Sohd or Stt"onded •12 THWN, Solid or Stranded •12 THl,'N, Solid or Stranded Ternnnoto gt'ound oonduotor m furture usmg oppropr1oto Thome:, & Bott:, 'Sto-kon' brond, So=rie, 'C10', non-:n,uloted fork terminal. CITY OF NEWPORT BEACH APPROVED, UTILITY DEPARTMENT CIRCUIT SPLICING, WIRING RCE N0,265&1 UTILITIES DIRECTOR FUSEHOLDER & DETAILS DRAWING NO. ED MILLER No. 47615 p.12-31-0 c,v,1. OF C~ PREPARED BY: KFM ENGINEERING, INC. 26672 Towne Centre Dr,#300 Foothlll Ranch, CA 92610 Phone (949)580-3838 ~~? 3-Q~A~25 STD·205·L DESIGNED KN CHECKED EM DRAWN JO DATE 3/03/05 DATE BY EXACT LOCATION PER CITY REPRESENTATIVE 17.25" LIi< LOAD 3" mm. CONDUIT a..-24" GROUND ROD >--------1 LOCATION PER MANUFACTURES SPECIFICATIONS SIDE VIEW NOT TO SCALE "-''' METER READING PI..ATE 2" CONDUIT TO LOAD-SIDE PUlL BOX 26.25' : FRONT VIEW •• NOT TO SCALE CABINET DOOR TO FACE STREET TO SC \/AULT CABlNET TOP VIEW NOT TO SC • F'VC CONDUIT PULL BOX, SEE STD-204-L FOR SPECIFlCATIONS 3" "'1'1-SIDE\t/ALK LEVEL . , PULL BOX SEE CNB-STD-204-l P.C.C. CURB ANO GUTTER 2" PVC CONDUIT \_ 25.25" X 24" X t2" THI<. P.C.C. PAD CIRCUIT CDNIJUITS AS REQUIRED . , MYERS CABINET MODEL NO. MEUG20X-M100 C/S5 l,'lTH WINDOW AND METER SOCKET (STAINLESS 5TEEU I PHASE 3 WIRE 120-240 VOLT 100 AMP MAIN CIRCUrT BREAKER ANO SPACE FOR SIX 2 POLE CIRCUIT BREAKERS INSTALLED F'ER MANUFACTURER'S SPECIFICATIONS, NOTES: 1, ALL ANCHORING HARDWARE. MOUNTS, NUTS, BDL TS AND BASE SHALL BE STAINLESS STEEL 2. PROVIDE 3 FT. CLEARANCE AROUND CABINET ON ALL Sr □ES, UNLESS OTHERWISE NOTED. 3. METER FACES STREET. ADDRESS: 2" HIGH, BLACK VINYL SELF-STICK NUMBERS/LETTERS LINE-SIDE CONDUIT FROM EDISON VAULT PER SCE SPEC • 2G.25" FRONT x 24" SIDE }" BOLTS SUPPL!ED WITH BASE A . •: MccUG20-BAS 00 (>:=STAINLESS STEEU 141 ~" X 6" ANCHOR BOLTS \,'ITH I" HOOK BASE DETAIL NCIT TO SCALE 3" tTYPl 7 1'' _J CITY OF NEWPORT BEACH APPROVED, l'TIJ .. JTY DEPART!>I.EXT U'l'lLlTlf.'.S DIRF.(''T'OR SINGLE-METERED CABINET MOUNTING DETAILS STD·206·L STREET LIGHT DETAILS <NEWPORT> MACARTHUR BOULEVARD AT JAMBOREE ROAD " " ' " ,, ' ' l, ' " DESCRIPTION REVISIONS CITY OF NEWPORT BEACH R-58O8-S PUBLIC WORKS DEPARTMENT SHEET 26 OF-2L" 1 V "" o<- C ex: ' (/ 01. t c- ':'~ J\7 1~ J:;- ~ ~ -.I GENERAL NOTES (STREET LIGHTING IRVINE) 1, FOR GENERAL SPECIFICATIONS SEE UGS-1, 2, 3. CONDUIT: A, MINIMUM COVER IN STREET OR PARKWAY IS 30" BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE, B, MINIMUM COVER ON PRIVATE PROPERTY IS 30" BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE. C, CONTRACTOR IS TO FURNISH AND INSTALL APPROVED CONDUIT TO EDISON SPECIFICATIONS PER UGS-100,1, 110 AND 120, D, FOR THE TYPE OE CONDU!T_FOR_THIS.JOB,_SEE UGSc,110,1. E, INSTALL ALL RISERS PER UGS-160, 161, 162 AND 170, F, CAP OFF MAINLINE CONDUITS PER UGS-148 AND SERVICE CONDUITS PER UGS-150, G. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLE'S, PMH'S, SOE'S AND ALL CAP LOCATIONS PER UGS-180,1 AND UGS-180,2, H, INSTALL PULL ROPE IN ALL CONDUIT RUNS, PULL ROPE TO BEI,,{' POLYPROPYLENE OR POLYETHYLENE ROPE, BRAIDED OR TWISTED, FOR SPECIFICATIONS, APPROVED MAKES, AND SUPPLIERS, SEE UGS-40, I, ALL CONDUIT MUST BE MONDRELLED WITH THE APPROVED MONDRELL UGS-197, CONDUIT RADIUS REQUIREMENTS: A, THE MINIMUM RADIUS FOR BANDS ARE: 36" FOR CONDUITS 3" IN DIAMETER OR SMALLER 48" FOR CONDUITS 4" AND 5" DIAMETER 60" FOR 6" DIAMETER CONDUIT B, THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS.12'-6" !UNLESS NOTED OTHERWISE), CABLE-IN-CONDUIT CCICl: A, MINIMUM TRENCH WIDTH IS 24", B, MINIMUM COVER IS 42". C, CONTRACTOR IS TO PROVIDE TRENCH, CONDUIT SLEEVES IF REQUIRED, BACKFILL, AND COMPACTION, !BEFORE EXCAVATING TRENCH, CONTACT EDISON INSPECTOR FOR CIC INSTALLATION COORDINATION), EDISON WILL INSTALL CIC IN TRENCH, D, CONTRACTOR SHALL PROVIDE SUFFICIENT HELP DURING CIC INSTALLATIONS TO MAINTAIN A CLEAN TRENCH, FREE OF ROCK AND OTHER DEBRIS. EXCAVATION AND BACKFILL: A, WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN FOUR INCHES OF FINAL GRADE PRIOR TO INSTALLATION OF EDISON CONDUIT OR STRUCTURES. B, ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE "CALIFORNIA STATE CONSTRUCTION SAFETY ORDERS (WHEN APPLICABLE), EDISON SPECIFICATIONS, AND CITY OF IRVINE REQUIREMENTS, C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF EDISON CONDUIT OR STRUCTURES, D, BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATION AND SHALL INCLUDE CRUSHED ROCK, CONCRETE, AND/OR IMPORTED BACKFILL, WHEN REQUIRED, E, BACKFILL WITH A MINIMUM OF ON SACK, PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND MANHOLES PER UGS-30,3, PAR. 6.4 AND AROUND PMH'S WITHIN ONE FOOT OF FINISHED GRADE, PER UGS-590,1. F, BACKFILL, PER EDISON SPECIFICATIONS, SHALL IMMEDIATELY FOLLOW CIC OR SUBSTRUCTURE INSTALLATION, AT NO TIME SHALL CIC BE LEFT EXPOSED OVER 24 HOURS. G, NO ROCKS ARE ALLOWED WITHIN 12 INCHES OF DIRECT-BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE ENCASEMENT, NATIVE BACKFILL CAPABLE OF PASSING THROUGH A ONE-HALF INCH MESH SCREEN SHALL BE CONSIDERED TO BE "ROCK FREE" IF EXISTING BACKFILL DOES NOT PASS THROUGH A 1,2" SCREEN, PLACE IMPORTED SAND 3" BELOW AND 12" ABOVE EDISON CABLE, AFTER THIS POINT, NO ROCKS LARGER THAN 12" DIAMETER ARE PERMITTED. H. ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS, IT SHALL BE PLACED IN A MANNER THAT WILL NOT DAMAGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OR THE TRENCH OR STRUCTURES, PAVING: REPAVING, WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER THAT INTERFERENCE WITH TRAFFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE KEPT TO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TO THE CITY OF IRVINE AND WHICH IS ACCEPTIBLE TO EDISON. STRUCTURES: A, ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO EDISON SPECIFICATIONS, B, INSTALL PROTECTION BARRIERS PER UGS-830 WHEN REQUIRED IN AREAS EXPOSED TO TRAFFIC, C, ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER TIGHT, D, ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, PERMITS: ALL PERMITS NECESSORY FOR EXCAVATION SHALL BE PROVIDED BY THE CONTRACTOR. PER EDISON INSPECTOR, r LI-1 I I ACCESS: HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCATIONS, STRUCTURES MUST BE CLEAR OF ALL APPURTENANCES THAT WOULD OBSTRUCT THE LOADING OF UNLOADING OF EQUIPMENT, I J I i I ,: I CONTRACTOR IS TO VERIFY LOCATION ANO WIDTHS OF ALL SIDEWALKS, DRIVEWAYS, AND OTHER OBSTRUCTIONS PRIOR TO STREET INSTALLATION, SEE UGS-175,1, I [ UGS-175,2 AND UGS-175,3, I tJ WARRANTY: I \ APPLICANTS EXPRESSLY REPRESENT AND WARRANT THAT ALL WORK PREFORMED AND ALL MATERIAL USED IN MEETING APPLICANTS' OBLIGATIONS HEREIN AND 1 \ FREE FROM DEFECTS IN WORKMANSHIP AND ARE IN CONFORMITY WITH SOUTHERN CALIFORNIA EDISON COMPANY'S REQUIREMENTS, THIS WARRANTY SHALL CONMENCE UPON RECEIPT BY APPLICANTS OR COMPANY'S FINAL ACCEPTANCE AND SHALL EXPIRE ONE YEAR FROM THAT DATE, APPLICANTS AGRESTO PROMPTLY I \ CORRECT TO THE COMPANY'S STAISFACTION AND THAT OF ANY GOVERNMENTAL AGENCY HAVING JURISDICTION AND AT APPLICANT'S EXPENSE AND BREACH OF THI~ WARRANTY WHICH MAY BECOME APPARENT THROUGH INSPECTION OR OPERATION OF UNDERGROUND ELECTRIC SYSTEM BY COMPANY DURING THIS WARRANTY 0 PERIOD. I !Ni~~~~~~~~N IS REQUIRED DURING THE CONSTRUCTION PERIOD. A 48 HOUR ADVANCE NOTICE OF INTENT TO START CONSTRUCTION IS REQU~RED FROM THE -+-•·•- CONTRACTOR TO THE SOUTHERN CALIFORNIA EDISON COMPANY. STANDARDS OF EDISON CONSTRUCTION REQUilMENTS ARE AVALIAB~E-U~~~~E_§_,;.~==:-=--.,J -IO"W---------IO"W-----------•·--IO"W---------1o•w-...L--41-8"WJ..____ .1----_ , 2"G------. ----2"G--·. ---.· ----Z"G---··-------:·'. _____ ---t"G----,1 • . AfJ--.. --.•.'.,'SC:ll'Efl-· -. •-.• ---__________ ,._.·_ --•. ,. . , ' . ·1 ./°'< __ , 1_ ; . • ~; , --. ------8".SEWER102'E-.-.---.. -. --... -.. --.--8".sf.WER,102'.'E-__ ~---<> ~/ ... ~/' 0 • .. ·• • •· •• • •• C [J ,._ --- 4 23+35 2 MACARTHUR BOULEVARD ~ N ... j, "' 5 C])~r-~, SCALE 1" = 40' L1 t "' CONSTRUCTION (STREET LIGHTING NOTES IRVINE) G) 9,500 LUMEN, 100 W HPSV CUTOFF LUMINAIRES, DOUBLE MAST ARM CB' EACH) ON FIBERGLASS COMPOSITE POLE WITH 30' MOUNTING HEIGHT TO BE FURNISHED AND INSTALLED BY SCE FORCES. ® 22,00 LUMEN, 200 W HPSV CUTOFF LUMINAIRE, SINGLE MAST ARM (6') ON FIBERGLASS COMPOSITE POLE WITH 30' MOUNTING HEIGHT TO BE FURNISHED AND INSTALLED BY SCE FORCES, @ FURNISH AND INSTALL 3 "CONDUIT (SCH 40) WITH 1,/ POLYPROPYLENE PULL ROPE BETWEEN PULLBOXES AND AS REQUIRED BETWEEN POINT OF SERVICE AND PROPOSED PULLBOX(S) PER UGS SPECIFICATIONS AND SCE REQUIREMENTS. @ FURNISH AND INSTALL 1□1,z" X 17" X 12" CONCRETE HANDHOLE CPULLBOX) PER UGS SPECIFICATIONS AND SCE REQUIREMENTS. @ FURNISH AND INSTALL 11,{ CONDUIT CSCH 40) WITH 1,/ POLYPROPYLENE PULLROPE BETWEEN PULLBOX & ST, LIGHT WITH STUB UP SWEEP AS REQUIRED FOR ST, LIGHT PER UGS SPECIFICATIONS AND SCE REQUIREMENTS. @ FURNISH AND INSTALL 3" CONDUIT !SCH 40) WITH 1,.{' POLYPROPYLENE PULLROPE BETWEEN PULLBOXES FOR IRRIGATION CONTROLLER 120V SERVICE. SEE IRRIGATION PLANS FOR CONTROLLER SPECIFICATIONS. PROPOSED IRRIGATION · CONTROLLER • q~ • II-:: //' II . 3 4 P.o.s. AS DIRECTED BY SCE EX, SCE MH ----- --------------------------------------------------------------1 ED MILLER o. 47615 p.~12~-3~1_-~ CJVI OF C DESIGNED PREPARED BY: KFM ENGINEERING, INC. CHECKED 26672 Towne Centre Dr.#3OO KN EM STREET LIGHT PLAN C IRVINE> BOULEVARD MACARTHUR Foothill Ranch, CA 92610 AT JAMBOREE ROAD Phone (949) 580-3838 DRAWN JO ?,,\q OS FM Pf:,-rt:fS, ~~ ~ 3~Q~A~~5 t-D-A 3 --, 1 E- O3 - 1 - O - 5 ---1:D:A:T=E ::B:Y ::::::::==DE=s=cR=I=PT=l=ON=============:1-C-I T_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H~-R---5-8_0_8 ___ 5---1 d· REVISIONS PUBLIC WORKS DEPARTMENT SHEET 27 OF 27 • . , . -C . , . . [: • ) ' l -I !iii 1.3 F /[JYz" 'I /'1" 'I IP."t10NC!. !{II IN', I/wt P,I') 1?..S JO½.'' t /7" )( /;}, 11 C!.DAJi!. 1111 JN.,' «fwy .Ef!XS Hit 1:3 lJ IOYz" xil,, X/d 11 CtJtJC.H-/t //,J: .l/wy /31"1/LS If!{ /.3 (!. 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( .:.Y-t o S--l/) ~ V/8/17 7lJ 1111 0 1N: $0' r1NRGHJS!, Pou: eds· mk JI -<?.5tJOL ll/3V (,,' ;?/t!. :ttg _g/L l5'D'.21..c. ~.f<q/'1.t/ Jrt!~ g, I/ !J • z 1/a .Gr,,. .9 ? lliJJ ~ELJ'..s: (.2,40S4) IA': .30' F!/3£l:J{J!.IISS /JIJ/.E 1,J/g ';1}#7 I -;2,~f){Y) L ft. /'.S V Ill, ..30' fl 6t£tifiSS fol.£ tJ)g' ;1;/4 oi-IJ5DOL -lf/7..5 V ;N; 3D' AB£RQ,LAS5 P!Jt.£ LJ/3' /JJ/4 /J. ~ 'i'500L 11175 v s:te a ::t-,5). , ; #.tf .21=:c 's: (.!3 l/ OS ,,I) lP 1 {)./e Kg 2/ L ( :J 4 D.5-4) V.D ,b'7% i'YPICAL HANOHOLE INSTALLATION (PARJ<WAY) - !'r1'1CJ.L J.5'\fll;JLY {\llln«JtlT CCW:.~) C(J,(Uf I.OC.All(:tl 1. stt IICS 200 rot 01GGCw:s C.-'1.-:U, !II!" IWUICUS J,\'l,\/,IU, ' l. •~ l,IOQ,,C 111-Y • IIOll!aD 10 l£:lli -00--M ~ aHlUI t.11( of~-.., au,,.,; 11-,X ~ -l. r.J'<l.l;'x:i-,l~f'0-~•1tot101...-.a.c, ' -'I'--..!:S 9IIMJI IC t<:1"1,111,tm -.r.i.i nc ~ .._._ """ • IICl,T MQ,.U(l) ,,,. ,u. e0\Cl:S ro M COn,,,cc .. 11-f ~~lloP!Jaooc .. , .~· ,W:lllttw t,' (:JGll'S •• , P301 tf.; I ,J./{! # g c-S!L 671 ale #g ,.g/L &,Jo' .2fe J:#·a, 1 J--11 ..Jm'£ (21.1as-L/) 15D' .S~ c9!1 ~ 1 /-:Ii-'-! ..PEC!'s GUT'TER GRADE GUTTER. GRA.DE <HO SCM.D (HO SC,U:) ~~TYe.ICAL CDN_DUIT BANK SECTION TYPICAL CONDUIT BANK SECTION SHOWING DIRECT BURIAL 9Ml.AR CONSlRUCTIOH rOR FEWER CONDUIT 2 CONDUITS LIA)(, sHOvtNG !EMl·EHCASEHrnl SIHILAR CONSTRUCTION rDR ----------------"---• --- F[\l[R CONDUJTS. R[DUIRED rDR J CR 1 CONDUITS tn, ••"· ,,.,,. {Jl/osJ./J GUTTER GRADE ·~ .,. ,. lL • )" I )~.' :?tf: ·:tn·~ct):. 3• .••• '' •• , . TYPICAL cbN6ci'ii:~ANK SECTION -SHO~N'G-ruu..--:-rncASEMENT-~~~------~~- SIUILAR CDHSlRUCTIOH FOR MORE OR FE'MR CONDUIT REQUIRED FOR MORE THAN 4 CONDUITS ii M KYlr 6,9~// laf IN: ~I.ti' ,j{t ,R.:K~ 9 /-tt'I Jt../1 (320:2.'-lj Exiltmg SlnJcllln,s shown on !his drawing contain eoe,gized .... ble and equipment. Em.ring SIRlctun, or breaking lbru "'1111 ID be done only under supervision of Edison Co. J)fflODDel. UNDERGROUND SERVICE Al FRT 1-800-422-4133 •• Call USA/SC For Underground Loe.ling 2 Doy, Before You Dig A 4S hour 3dv:ance notice of intent m st:in construction is required from the coct'Qctor to the underground division of the Southern C:tlifomi:i EdiJon Co. ~,.-4? ~/~7-i'✓ Phone:lj• -f/f"f?, FOREMAN: 1 O!C.Al ./ ,